HomeMy WebLinkAboutB11-0496 REV01 Plans Architectural approved ABBREVIATIONS GENERAL NOTES
AB ANCHOR BOLT MACH MACHINERY VAIL COLORADO
ACOUS ACOUSTICAL MAG MAGNETIC 1. DO NOT SCALE DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL �
ACT ACOUSTICAL CEILING TILE MAS MASONRY SCALE DETAILS. SPECIFICATIONS GOVERN ALL. 1 00% FOR CONSTRUCTION DOCUMENTS ' VOLUME I
AD AREA DRAIN, ACCESS DOOR MATL MATERIAL
ADD ADDENDUM MAx MAXIMUM 2. CONTRACTOR TO ISSUE COMPLETE SET OF CONTRACT DOCUMENTS TO EACH OF THE
ADJ ADJACENT, ADJUSTABLE MECH MECHANICAL SUB-CONTRACTORS FOR COORDINATION OF THEIR WORK AND DESCRIPTION OF scoPE. J U LY 15 2 A fl C H I1 E C1 U fl E
AFF ABOVE FINISHED FLOOR MED MEDIUM � O�4
ALUM ALUMINUM MEMB MEMBRANE
ALT ALTERNATE MEZZ MEZZANINE
ANOD ANODIZED MFG MANUFACTURER 3. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS
APPROX APPROXIMATE MH MANHOLE SPECIFIED. WHERE THE TERM "OR EQUAL" IS USED THE ARCHITECT ALONE SHALL DETERMINE 3003 Larimer Street
ARCH ARCHITECTURAL MIN MINIMUM EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR.
ASPH ASPHALT MISC M�SCELLANEOUS Denver, Colorado 80205
AUTO AUTOMATIC MM MILLIMETERS 4. ARCHITECTURAL, MECHANICAL, ELECTRICAL AND NONSTRUCTURAL SYSTEMS,
A/V AUDIO/VISUAL MO MASONRY OPENING Phone 303,861.5704
AVE AVENUE MTD MOUNTED COMPONENTS AND ELEMENTS PERMANENTLY ATTACHED TO STRUCTURES,
AVG AVERAGE MTL METAL INCLUDING SUPPORTING STRUCTURES AND ATTACHMENTS, AND NON-BUILDING
AWP ACOUSTICAL WALL PANEL MU� MULLION STRUCTURES THAT ARE SUPPORTED BY OTHER STRUCTURES, SHALL MEET THE -�°`'°� "
REQUIREMENTS PER 2012 IBC, SECTION 1621 AND ASCE �- ��' � h..
B B A S E N N O R T H r��
BD BOARD NIC NOT IN CONTRACT 7-0 2, S E C T I O N 9.6. C O O R D I N A T E C O M P O N E N T D E S I G N W I T H A R C H I T E C T A N D ; ��-, � �
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APPROPRIATE STRUCTURAL ENGINEER OF RECORD. 1 _ j� ` � '`
BLDG BUILDING NO NUMBER � '•� --. �' ;� � ..
BLKG BLOCKWG NOM NOMINAL -- � �-��5 '� I
BM BENCHMARK, BEAM NRC NOISE REDUCTION COEFFICIENT a���-1� �" �, � � �� -`
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BOT BOTTOM NTS NOT TO SCALE ���� -•J , I
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CEM CEMENTITOUS OPNG OPENING � ��; ��,` y i _- �'� _��
CIP CAST IN PLACE OPP OPPOSITE ��d • <7ro • ����� - � 1 i =-.�,,} ��'
CIRC CIRCUMFERENCE __-- �" ��. ❑�j � � �� ---��. �- � � 1
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CK CORK TILE PAR PARALLEL �--� � �" k �._.�M- -- I � �
CL COLUMN LINE PBO PROVIDED BY OTHERS , _ ��=}'`d �` ' �;"�~-"`°~ f - _ - �'�_ � � � ��'�
C.L Centerline PC PRECAST ����� � ���1rY�`�4�y� -- � � � n��,�1� �_ "�-�� ,
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CLG CEILING PERF PERFORATED � � �.�� � � �- ��
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CO CLEAN OUT PLAM PLASTIC LAMINATE ~' -_ '` k=�`�� '�� �4 - � �` t'' � - r�= � �� ,"=�--�� `� �� `
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CORR CORRIDOR, CORRUGATED PREFIN PREFINISHED � � :_ � �•,� �" ,�• �'' (� � _,�l I'�- -� �° � ;. „ _ ___� � - ; �r ��
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CU CUBIC PSI POUNDS PER SQUARE INCH �=.�s:cv� � �'�`� °� '� � � -
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DAMP DAMPROOFING PTR PAPER TOWEL RECEPTACLE �, � ' - _ _ _ ` `
DBL DOUBLE PT PORCELAIN TILE ,�" '- __ _ -° __ _ --- _
DEG DEGREE PTN PART�TION � �__� `� - -
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DEMO DEMOLISH, DEMOLITION PVC POLYVINYL CHLORIDE _ ,` � - '`' r�' • �
DEPT DEPARTMENT PVMT PAVEMENT - - �' ��
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DF DRINKING FOUNTAIN ���t �_.� ���--,
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DIA DIAMETER QT QUARRY TILE -- � - ----
DIAG DIAGONAL QTY QUANTITY
DIM DIMENSIONS
DIV DIVISION (R) REMOVE
DN DOWN R RISER
DS DOWNSPOUT RAD RADIUS
DTL DETAIL RB RUBBER BASE
DWG DRAWING RBC RUBBER BASE COVE
RBS RUBBER BASE STRAIGHT
(E) EXISTING RBT RUBBER TILE
EA EACH RD ROOF DRAIN ROAD
EB EXPANSION BOLT RE REFERENCE GRAPHIC STANDARDS PROJECT TEAM SHEET INDEX -
EF EACH FACE RECPT RECEPTACLE O
EJ EXPANSION JOINT REF REFRIGERATOR
EL ELEVATION REINF REINFORCED
ELEV ELEVATORL RE�SI° RES�ILLENT OWNERS CIVIL ENGINEER MECHANICAL, GENERAL ARCHITECTURAL, CON'T ARCHITECTURAL, CON'T ARCHITECTURAL, CON'T 0
EMER EMERGENCY REV REVISION(S), REVISED STRUCTURAL GRID EQUIPMENT IDENTIFICATION RODRIGO CORTINA ALPINE ENGINEERING, �NC. PLUMBING, AND T1.1 COVER SHEET A2.07-A ROOF PLAN A A5.156 WALL SECTIONS - BLDG B A8.02 INTERIOR DOOR DETAILS �
EQ EQUAL RF RESILENT FLOORING 1 COLUMN LETTER E1 EQUIPMENT ID NUMBER 705 WEST LIONSHEAD CIRCLE 34520 HIGHWAY 6 T2.1 CODE PLANS LEVEL P-3 AND LEVEL P-2 A2.07-B FLOOR PLAN LEVEL 7-B A5.166 WALL SECTIONS - BLDG B A8.03 DOOR DETAILS
EQUIP EQUIPMENT RFL REFLECTED VAIL, COLORADO 81657 UNIT A-9 ELECTRICAL �
ES EACH SIDE RH RIGHT HAND COLUMN REFERENCE GUIDE T2.2 CODE PLANS LEVEL P-1 AND LEVEL 1 A2.07-B-S SLAB EDGE PLAN LEVEL 7-B A5.17A WALL SECTIONS - BLDG A A8.04 DOOR DETAILS
EST ESTIMATE RM ROOM WINDOW IDENTIFICATION VOICE: 970.476.2050 EDWARDS BUSINESS CENTER CODE / LIFE SAFETY T2.3 CODE PLANS LEVEL 2 AND LEVEL 3 A2.08 OVERALL ROOF PLAN A5.18A WALL SECTIONS - BLDG A A8.05 DOOR DETAILS O
EW EACH WAY RO ROUGH OPENING A COLUMN NUMBER W� WINDOW TYPE FAX: 970.476.9265 EDWARDS, COLORADO 81632 T2.4 CODE PLANS LEVEL 4 AND LEVEL 5 A2.08-B ROOF PLAN B A5.19A PARTIAL SECTIONS - BLDG A A8.10 CURTAIN WALL FRAME TYPES
EWC ELECTRIC WATER COOLER ROW RIGHT OF WAY BCER ENGINEERING INC
EWH ELECTRIC WATER HEATER RPM REVOLUTIONS PER MINUTE ROCKY CORTINA VOICE: 970.926.3373 5420 WARD ROAD T2.5 CODE PLANS LEVEL 6 AND LEVEL 7 A5.20B PARTIAL SECTIONS - BLDG B A8.11 STOREFRONT WINDOW FRAME J
EXT EXTERIOR RVS REVERSE (SIDE) GLAZING IDENTIFICATION rcortina(�hotmail.com FAX: 970.926.3390 ARVADA, COLORADO 80002 T2.6 CODE SECTIONS A2.10 UNIT PLANS A5.21 EXTERIOR DETAILS A8.12 CLAD WINDOW FRAME TYPES O
G1 GLAZING TYPE TIM LEININGER T2.7 CODE BUILDING ELEVATIONS A2.11 UNIT PLANS A5.22 POOL SECTIONS A8.13 WINDOW TYPES CLAD WOOD FRAME
F FARENHEIT S SEALED VOICE: 303422.7400 �
FA FIRE ALARM SC SOLID CORE PATRICIO BURILLO leininger�alpinecivil.com T8.0 PARKING LEVEL EGRESS LETTER, SMOKE REMOVAL A2.12 UNIT PLANS A5.23 GARAGE SECTION A8.14 WINDOW TYPES CLAD WOOD FRAME
DOOR IDENTIFICATION FAX: 303.422.7200
FAC FIRE ALARM CABINET SD SOAP DISPENSER VOICE: 52.55.5261.6139 SYSTEM & MEMORANDUM A2.13 UNIT PLANS A8.15 WINDOW TYPES CLAD WOOD FRAME
FBO FURNISHED BY OTHER SEC SECTION 501 DOOR NUMBER STEVE RONDINELLI
NOTE IDENTIFICATION FAX: 52.55.5261.6203 A2.14 UNIT PLANS A6.01 STAIR PLANS & SECTIONS A8.20 CURTAIN WALL AND STOREFRONT DETAILS ..
FD FLOOR DRAIN, FIRE DAMPER SF SQUARE FEET � � HARDWARE GROUP PLANNING PROCESS srondinelli@bcer.com
FDN FOUNDATION SHT SHEET 22 NOTE NUMBER pburilloC�mac.com A2.15 UNIT PLANS A6.02 STAIR PLANS & SECTIONS A8.21 CURTAIN WALL DETAILS
DOOR TYPE MAURIELLO PLANNING MIKE SCHROEDER CIVIL �
FE FIRE EXTINGUISHER SHTH SHEATHING A2.16 UNIT PLANS A6.03 STAIR PLANS & SECTIONS A8.22 CLADWINDOW DETAILS �
FF FINSHED FLOOR SIM SIMILAR ' GROUP, LLC mschroeder@bcer.com �
ELEVATION REFERENCE OWNER S C1.00 CIVIL COVER SHEET A2.17 UNIT PLANS A6.04 STAIR PLANS & SECTIONS A8.23 WINDOW DETAILS
FEC FIRE EXTINGUISHER CABINET SND SANITARY NAPKIN DISPOSER P.O. BOX 1127 BRYAN FINGLAND �
FHC FIRE HOSE CABINET SNR SANITARY NAPKIN RECEPTACLE DATUM POINT REPRESENTATIVE bfinglandC�bcer.com C1.006 TOWN OF VAIL CONSTRUCTION NOTES A2.18 UNIT PLANS A6.05 STAIR DETAILS A8.24 WINDOW DETAILS �
AVON, COLORADO 81620
FH FIRE HYDRANT SOFF SOFFIT �EXISTING DOOR TO REMAIN C1.01 EXISTING CONDITIONS PLAN A2.19 UNIT PLANS A6.06 STAIR PLANS & SECTIONS A8.25 WINDOW DETAILS
FHMS FLAT HEAD MACHINE SCREW SPRT SUPPORT THE WELLS PARTNERSHIP VOICE: 970.748.0920 BROOK CORNING
FHV FIRE HOSE VALVE SPECS SPECIFICATIONS 7200 SOUTH ALTON WAY FAX: 970.748.0377 bcorningC�bcer.com C1.02 SITE DEMOLITION PLAN A2.20 UNIT PLANS A6.10 ELEVATOR PLANS & SECTIONS '�
FHWS FLAT HEAD WOOD SCREW SPKL SPRINKLER C1.03 GRADING AND DRAINAGE PLAN A2.21 UNIT PLANS A6.11 ELEVATOR PLANS & SECTIONS A8.30 LOUVER AND OPENING DETAILS
FIN FINISH SPKR SPEAKER SUITE A-170 DOMINIC F. MAURIELLO C1.03B STORM SEWER PLAN AND PROFILE A2.22 UNIT PLANS A6.12 ELEVATOR PLANS & SECTIONS
FLG FLASHING Sq SQUARE ROOM/SPACE IDENTIFICATION CENTENNIAL, maurielloC�comcast.net ACOUSTICAL
OFFIC��ROOM NAME C1.04 SHALLOW UTILITY PLAN A2.23 UNIT PLANS A6.13 TRASN CHUTE SECTIONS & DETAILS A9.01 EXTERIOR PLAN DETAILS
FLR FLOOR SS STAINLESS STEEL COLORADO 80112 ENGINEER C1.05 WATER & SEWER PLAN A2.24 UNIT PLANS A9.02 EXTERIOR PLAN DETAILS
FOC FACE OF CONCRETE STA STATION 301 �ROOM NUMBER 6 ° a CONCRETE SECTION VOICE: 303.892.6662
FOF FACE OF FINISH STD STANDARD � FAX: 303.7706830 DEWATERING DAVID L. ADAMS C1.06 UTILITY PROFILE & SECTIONS A2.25 UNIT PLANS A7.OP-3A FINISH FLOOR PLAN- LEVEL P3-A A9.03 EXTERIOR PLAN DETAILS
FOM FACE OF MASONRY STL STEEL JEHN ENGINEERING. ASSOCIATES, INC. C1.07 HARDSCAPE DETAILS A7.OP-3B FINISH FLOOR PLAN- LEVEL P3-B A9.04 EXTERIOR PLAN DETAILS
FOS FACE OF STUDS STOR STORAGE A AXEL B. RUSSELL C1.08 SHALLOW UTILITY & SITE DETAILS A2.31 ENLARGED FLOOR PLAN LEVEL 1-A A7.OP-2A FINISH FLOOR PLAN- LEVEL P2-A A9.05 EXTERIOR PLAN DETAILS
FR FIRE RATED STRUCT STRUCTURAL II�I�II�II UNDISTURBED EARTH 5690 WEBSTER ST, 1701 BOULDER STREET
INTERIOR ELEVATION IDENTIFICATION axelOwellspartnership.com
FT FOOT (FEET) SUSP SUSPENDED �j� OR COMPACTED FILL ARVADA, COLORADO 80002 DENVER, COLORADO 80211 C1.09 WATER & SEWER DETAILS A2.31-S ENLARGED S�AB EDGE PLAN LEVEL 1-A A7.OP-26 FINISH FLOOR PLAN- LEVEL P2-B
FTG FOOTING SYM SYMMETRICAL 4 ELEVATION NUMBER C1.10 EROSION AND SEDIMENT CONTROL PLAN A2.32 ENLARGED FLOOR PLAN LEVEL 1-A A7.OP-1A FINISH FLOOR PLAN- LEVEL P1-A A9.10 EXTERIOR DETAILS
FURN FURNISH(ED SYS SYSTEM � IN7. B o 0 0 o VOICE: 303.423.6036 PHONE; 303.455.1900
FURR FURRED(ING� SHEET NUMBER o 0 0 o POROUS FILL GENERAL FAX: 303.467.9438 FAX: 303.455.9187 A2.33 ENLARGED FLOOR PLAN LEVEL 1-B A7.OP-1B FINISH FLOOR PLAN- LEVEL P1-B A9.11 EXTERIOR DETAILS
FUT FUTURE T TREAD (GRAVEL) DAVID BORCHERDING ANDREW J. KOWALYSITYN LANDSCAPE A7.01-A FINISH FLOOR PLAN- LEVEL 1-A A9.12 EXTERIOR DETAILS
FVC FIRE VALVE CABINET TB TOWEL BAR c CONTRACTOR borchC�'ehnen ineerin com A3.OP-3A REFLECTED CLG PLAN LEVEL P3-A A7.01-B FINISH FLOOR PLAN- LEVEL 1-B A9.13 EXTERIOR DETAILS
T&B TOP AND BOTTOM PCL CONSTRUCTION � g g• akowalyshyn(�dlaa.com L1 SITE PLAN
G GLAZING TBC TOP OF BACK OF CURB STEEL L2 ARCADE AREA ENLARGEMENT A3.OP-3B REFLECTED CLG PLAN LEVEL P3-B A7.02-A FINISH FLOOR PLAN- LEVEL 2-A A9.14 EXTERIOR DETAILS
GA GAUGE TELE TELEPHONE EXTERIOR ELEVATION IDENTIFICATION 953 FRONTAGE ROAD WEST WATERPROOFING/ A3.OP-2A REFLECTED CLG PLAN LEVEL P2-A A7.02-B FINISH FLOOR PLAN- LEVEL 2-B
GALV GALVANIZED TG TEMPERED GLASS 22 DRAWING NUMBER SUITE 302 L3 PLAZA LAYOUT A3.OP-2B REFLETED CLG PLAN LEVEL P2-B A7.03-A FINISH FLOOR PLAN- LEVEL 3-A A9.20 EXTERIOR SECTION DETAfLS
GB GRAB BAR TEMP TEMPERATURE A6.1 VAIL, CO 81657 STRUCTURAL ROOFING L4 PLAZA GRADING
GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE SHEET NUMBER � ALUMINUM A3.OP-1A REFLECTED CLG PLAN LEVEL P1-A A7.03-B FINISH FLOOR PLAN- LEVEL 3-B A9.21 EXTERIOR SECTION DETAILS
GI GALVANIZED IRON THERM THERMOSTAT VOICE: 303.365.6500 MONROE & NEWELL ENGINEERS CONSULTANT L5 SITE PAVER PLAN A3.OP-1B REFLECTED CLG PLAN LEVEL P1-B A7.04-A FINISH FLOOR PLAN- LEVEL 4-A A9.22 EXTERIOR SECTION DETAILS
GL GLASS THK THICK JIM WAUGH 1400 GLENARM PLACE, STE 101 L6 LANDSCAPE PLAN A3.01-A REFLECTED CLG PLAN LEVEL 1-A A7.04-B FINISH FLOOR PLAN- LEVEL 4-B A9.23 EXTERIOR SECTION DETAILS
GRT GROUT THLD THRESHOLD � DENVER, COLORADO 80202 WJE L7 SITE SECTIONS
MASONRY (BRICK) VOICE: 970.470.6054 A3.01-B REFLECTED CLG PLAN LEVEL 1-B A7.05-A FINISH FLOOR PLAN- LEVEL 5-A A9.24 EXTERIOR SECTION DETAILS
GT GLASS TILE TO TOP OF BUILDING SECTION IDENTIFICATION VOICE: 303.623.4927 3609 SOUTH WADSWORTH BLV . L8 SITE DETAILS
GYP GIPSUM TOC TOP OF CONCRETE JAWaughC�pcl.com A3.02-A REFLECTED CLG PLAN LEVEL 2-A A7.05-B FINISH FLOOR PLAN- LEVEL 5-B A9.25 EXTERIOR SECTION DETAILS
TOS TOP OF STEEL 2 SECTION NUMBER FAX: 303.623.6602 SUITE 400 L9 SITE DETAILS
HAS HEADED ANCHOR STUD TOW TOP OF WALL A4• SHEET NUMBER � PETER MONROE LAKEWOOD, COLORADO 80235 L10 LANDSCAPE DETAILS A3.02-B REFLECTED CLG PLAN LEVEL 2-B A7.06-A FINISH FLOOR PLAN- LEVEL 6-A
HDAS HEADED DEFORMED ANCHOR STUD TPD TOILET PAPER DISPENSER UNIT (CMU) PHONE• 303.914.4300 A3.03-A REFLECTED CLG PLAN LEVEL 3-A A7.06-B FINISH FLOOR PLAN- LEVEL 6-B A9.30 ENLARGED BALCONY PLANS & ELEVATIONS
ARCHITECT pmonroec�monroe-newell.com >
HB HOSE BIB TS TUBE STEEL FAX: 303.914.3000 A3.03-B REFLECTED CLG PLAN LEVEL 3-B A7.07-B FINISH FLOOR PLAN- LEVEL 7-B A9.31 ENLARGED BALCONY PLANS & ELEVATIONS
HC HOLLOW CORE, HANDICAPPED TV TELEVISION OZ ARCHITECTURE MATTEW WATKINS IR-1 IRRIGATION PLAN
HDR HEADER TYP TIPICAL // // GLASS 3003 LARIMER STREET, mwatkins@monroe-newell.com SCOTT RILEY IR-2 IRRIGATION DETAILS A3.04-A REFLECTED CLG PLAN LEVEL 4-A A9.32 EXTERIOR BALCONY RAILING DETAILS
(IN ELEVATION) A3.04-B REFLECTED CLG PLAN LEVEL 4-B A7.1.1 PUBLIC AREA INTERIOR ELEVATIONS A9.33 EXTERIOR BALCONY RAILING DETAILS
HDWR HARDWARE srileyC�wje.com IR-3 IRRIGATION DETAILS
HM HOLLOW METAL UNFIN UNFINISHED DENVER, CO 80205 A3.05-A REFLECTED CLG PLAN LEVEL 5-A A7.1.2 PUBLIC AREA INTERIOR ELEVATIONS A9.34 EXTERIOR BALCONY RAILING DETAILS
HORIZ HORIZONTAL UON UNLESS OTHERWISE NOTED DETAIL SECTION IDENTIFICATION VOICE: 303.861.5704 PARKING AQUATICS A3.05-B REFLECTED CLG PLAN LEVEL 5-B A7.1.3 PUBLIC AREA INTERIOR ELEVATIONS A9.35 EXTERIOR BALCONY WALL DETAILS
HT HEIGHT UR URINAL �2 DRAWING NUMBER BATT INSULATION FAX: 303.861.9230 Carl Walker, Inc. A3.06-A REFLECTED CLG PLAN LEVEL 6-A A7.1.4 PUBLIC AREA INTERIOR ELEVATIONS
HTR HEATER USGS U.S. GEOLOGICAL SURVEY ) OHLSON LAVOIE COLLABORATIV DEWATERING
HVAC HEATING, VENTILATING AND A/C A6.1 SHEET NUMBER EDUARDO ILLANES 14045 BALLANTYNE A3.06-B REFLECTED CLG PLAN LEVEL 6-B A7.1.5 PUBLIC AREA INTERIOR ELEVATIONS A9.40 ROOF DETAILS
HW HOT WATER v Vo�T eillanesC�ozarch.com CORPORATE PLACE, 616 E SPEER BLVD D1.1 PERMANENT DEWATERING SYSTEM PLAN
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ABBREVIATIONS GENERAL NOTES
ACOUS ACOU�TICALLT MAGH MAGN TECY 1. DO NOT SCALE DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL VAIL, COLORAD�
ACT ACOUSTICAL CEILING TILE MAS MASONRY SCALE DETAILS. SPECIFICATIONS GOVERN ALL. 1 00% FOR CONSTRUCTION DOCUMENTS ' VOLUME II
AD AREA DRAIN, ACCESS DOOR MATL MATERIAL
ADD ADDENDUM MAx MAXIMUM 2. CONTRACTOR TO ISSUE COMPLETE SET OF CONTRACT DOCUMENTS TO EACH OF THE
ADJ ADJACENT, ADJUSTABLE MECH MECHANICAL SUB-CONTRACTORS FOR COORDINATION OF THEIR WORK AND DESCRIPTION OF S�oPE. JULY 15, 2014 AflCNItEC1UflE
AFF ABOVE FINISHED FLOOR MED MEDIUM
ALUM ALUMINUM MEMB MEMBRANE
ALT ALTERNATE MEZZ MEZZANINE
ANOD ANODIZED MFG MANUFACTURER 3. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS
APPROX APPROXIMATE MH MANHOLE SPECIFIED. WHERE THE TERM "OR EQUAL" IS USED THE ARCHITECT ALONE SHALL DETERMINE 3003 Larimer Street
ARCH ARCHITECTURAL MIN MINIMUM EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR.
ASPH ASPHALT MISC MISCELLANEOUS Denver, Colorado 80205
AUTO AUTOMATIC MM MILLIMETERS 4. ARCHITECTURAL, MECHANICAL, ELECTRICAL AND NONSTRUCTURAL SYSTEMS,
A/V AUDIO/VISUAL MO MASONRY OPENING COMPONENTS AND ELEMENTS PERMANENTLY ATTACHED TO STRUCTURES, Phone 303,861.5704
AVE AVENUE MTD MOUNTED
AvG AVERAGE MTL METAL INCLUDING SUPPORTING STRUCTURES AND ATTACHMENTS, AND NON-BUILDING
AWP ACOUSTICAL WALL PANEL MUL MULLION STRUCTURES THAT ARE SUPPORTED BY OTHER STRUCTURES, SHALL MEET THE ��� �-°`"� .`
REQUIREMENTS PER 2012 IBC, SECTION 1621 AND ASCE ��y�s"` ��"���,.I- � �
B BASE N NORTH �"` �
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BLDG BUILDING NO NUMBER
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E4UIP EQUIPMENT RFL REFLECTED VAIL, COLORADO 81657 UNIT A-9 ELECTRICAL STRUCTURAL M2.03-B FLOOR PLAN LEVEL 3-B MECHANICAL P6.01 PLUMBING - GAS RISER DIAGRAM FAFP0.1 FIRE ALARM & FIRE PROTECTION DETAILS �
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, 40 , � � � � '� � _ o � ��r
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FLOOR DRAIN RE: STRUCTURAL
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3 10' 0" 20'-0" T.O.S. v � 11. SEWAGE EJECTOR, RE: PLUMBING
2 I 5`��° �Q I I RAMP I � EL. 73.58 23 / 12. SUMP PUMP, RE: PLUMBING
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�' I � Q1 ADDENDUM 1 01/24/2014
� I � Q2 BLDG DPT COMMENTS 03/31/2014
1'-8"I I 5,_0„ I I 4,_�„ I I 5� �� � I I 4�-0" 1I1" '-5 '-0" � 1'-11" I I � 9» �_4'� I 3�_3"I I 3�-7"` I 1'-3", I 6'-4" 1'-8"I � I I �3 ASI 001 FOR CONSTRUCTION
� � � � \ / �
� 07/15/2014
� �
CQOZ ARCHITECTURE
A1.1 A2. A3.3 A4.3 5.7 A5. A6.2 A6.3 A7.9 A8.1 I A9.2 I 10.1 10.8 � I 13.9 14.4 I 15.
15'-8" '-8" I 14'-4" I 16'-8" I 16'-4" 14'- 16'-8" � 14' 4" 12'-8" 0'-4" 1 '-8" 14'-4" 16'-8" I� -6" 10'-6 1/2" I /
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, STRATA VAIL
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A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 Al2 A13 A14 A15 A16 A17 SHEET TITLE:
2 > > > > 2 � PARKING LEVEL P2-A
A5.01 A5.01 A4.11 � A4.15 5.03 5.04 5.04
5.02
,� SCALE.As Noted
PLAN SHEET NUMBER:
PARKING PLAN LEVEL P2-A KEY PLAN
1 SCALE: 1/8" = 1'-0" � SCALE: N.T.S. �
.
NORTH NORTH
0 4 8 16
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, � BP111 �
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� ��, � � ° � -�'� � ° �-'� � ,� ��/ �\ �� / � EL. 88.00 � � P2�P , 9'-0"X19'-0". COMPACT PARKING STALLS ARE 8'-0"X16'-0.
E
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s � ,,� � ,, \ � ,,,- ; '� / \ � ° \ / / 3003 Larimer Street
� -' ,,- \ `� /\ � `� - � - � � � I _ � I/ � 6. INTERIOR DIMENSIONS ARE TO FACE OF GYP BD - UNLESS IT
� � IS A CONCRETE OF MASONRY PARTITION. Denver, Colorado 80205
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� � '"� ' ,-'� � \ �`� °°° \ -'� �'" � � � �o � � a, MECHANICAL AND PLUMBING PIPES WITHIN DRIVE AISLE AND AT
� •6' '�- \ ` �' ' � , �'-'/ � � � . .S. PARKING STALLS.
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/ o ��/ ,,� % ,�-'� � ' \ � � � �\� ° n � 8. SEE A10.01 AND A10.02 FOR PARTITION TYPES.
�� �� �i � � � ` 9,2 T.O. 5.07
\ , ,,a 2 �
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/ , - A4.13
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� ' 1 •� � 22 � STALLS PER 5 & 6/PK1.1.
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� P124 Y, o, - P,3 T.O.S. � 6. AREA DRAIN, RE: PLUMBING 03.31.2014
� "� T.0.S. � 20 /
P 12 T. T.0.S. T.O.S. EL. 85.04 � c-> 07.15.2014
.0 ' EL. 85.08 / � 7. HOUSE KEEPING PAD, RE: STRUCTURAL
5.09 2 \ S GE EL. 86.25 EL. 80.25 ��� L.- .04 4% :r�-� ,`� �� COILING DOOR GRILLE �1 � g.
09 � SLOPE DN ���0,_�„ 20,_O„ SLOP� D�J I' /� � � FIRE EXSTINGUISHER CABINET, RE: FP DRAWINGS
\ ,,6^ ,� � CARD READER `\ / 9. GREASE INTERCEPTOR, RE. PLUMBING
� I � 5�% �N I � '� '� I ; � , '� �� � 10. SAND & OIL INTERCEPTOR, RE: PLUMBING
J E 1 _ _J �
� I pP L--J -- - �
L
A1 A2 A3 A4 � 5 A6 A7 ,pg A8 I A9 P100 A10 � � A11 � A13 A1 A15 A16 A17 11. SEWAGE EJECTOR, RE: PLUMBING
I I � 2 3�- y Z � ° I I 12. SUMP PUMP, RE: PLUMBING
� n � n � r � a � n � n � n � n � � n � n � � ro �
� 16-2 12 8 14 4 °p 16 � -T6-4 � 14- 16-8 1 -4 12-8 � , 2 -4 12-8 14-4 16-- 14-6 ���-6 2� � � ��2» 13. FLOOR SINK, RE: PLUMBING
� � � � � /� � �_�-, � � �=- � � � � � � � ;' 14. NOT USED �
I I I I I �� � ' A8. � � � .2 � 10;.1 ',0. 10. �, � A 2 -o � 14.9 � 15. � � �� �
RAMP 5.16A � � � 0 15. NOT USED
� A1.1 A2.4 A3.3 - °� A5.7 A5.� A6.3 ' '
� i i „ /� \ i
1'-8" 5'-0" 4'-0° � � � 4'-0" � 11"5'-5n � � 9� ,_ „ 4% , » � n �; , „ � � Q
�� 3-3 9 2 I 3- � � 2-0 1 - �= 16. HEAVY DUTY TRAFFIC COATING
'� '� � SLOPE DN SLOPE SLOPE D - � ,� n
I I g, � .O.S. T.`(� : T. . I � � 17. 36 HIGH 1 1/2 0 PIPE RAILING Q
� � •
T. .S. 5�e� L. 79.33 EL. .04 �N n EL. •5. 8 AP12 i I A4.14 �g, DOORS USED ONLY FOR THE INSTANCE THAT BOILERS MIGHT
i- I I I I I I / I I I I I i- HAVE TO BE REMOVED IN THE FUTURE- NOT USED FOR �
� EL. 77.38 , 13 � ° � O
� _ � I I _ � � � _ � D i s ACCESS INTO BOILER ROOM.
NN � i �� -. -
I_ I o - - - - � I_ �, , ION$TERO104 DOOR SHALL BE INSULATED EXTERIOR DOOR PER
� j
�
„
__ - - -�- - - -._ -. .. _ - _ -. __ - - - - - -
�
� '" ' - � � 7- - - ---_-----__ -- - ' � - - - - - - - - - � - - - -- N j 20.2" THICK, FULL HEIGHT ABSORPTIVE ACOUSTICAL TREATMENT
, � -� .
N � I - - - - _ I
-----T--------- - -
� o ' --- �Q�� - N -- - ---------- -- - - -
�' � I I � I I I I I I � � T.O.S. P I , i � AP13 .0 � I I � I TR,�SH ;� � I I I I "� AT INSIDE OF NON-RATED SHAFT.
'�
o , T � N I �__� I o 21, UNDERSLAB VAPOR BARRIER AT OWNER STORAGE AREA U
� ' � AP126 � ROOMS AP321 AND AP322.
,� °� I I � Et.-8 -0 ,
, � � � i � � i_
2 `"' � I i T.O.S. . 8�0 � ��--� r� -; � � ' � N �.
A5.10 N 4 TAL CON�R T� � URB EL. 87.54 t TELECOMM I e � � � . � _ � 5.06 � J
I i � �6 , � -
°= I I I I I I I I I � i I � T.O.S. � 98 I AP119 „ I I I I �� �� I I � I I I �
� P2 & P3 14� SLOPE '-p" � I ( EL. 87.73 t 15 � ELEV ELEV EL. 86.67 � / �
� S 0 � � UP �� A-2 LOBBY � � �' 2 /
' ` 5.06
BEL�W g 2 � v. � � � �' AP112 °'�
A5.19 i A5.23 6" TALL �� I ,�� � .1118 O I AP116 5 '�
� � CONCRETE CUR\ � i ,� T � � � A6.10 / � 1
w � i i � ' i I , � o � � I , � � � �� w
T.O.S. P1 � s G ELEV � � � p
i � � �- �� �� i� 1 4 TAL CON R T� � URB � • • 15 �,Z
� s i ,_�„ As.14 I I i I EL. 88 -0 I 6 � � ����� I E L. 8 7.6 7 f 4c P1t1 � � �9 i 1
w ' T t" 3-3��- t � ° F` �.�.S. �: T L O. 86.37
O �_ s , � � ELECTRIC � ' A4.�s
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P ,-, ,. , >.��,, .,.� � c,�
v' °� ° � � . . ,, . � � � � � ELEV � � � '� �� -�' �, � � AP11 � � � � �� � � Q � �
� ' �
,��' � 8'-6" � 1� .0� DN � � ° -3 ° A6.12 � � � � \ `� � 98X � .1 4 .0 T.O.S. ��� 14 - � o� � °
�
"' , � � T.O.S. P1 o s ° �� � �
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�
A5.10 � �z °.-° 9 J' E .� 88. �
� i � o I d-�n i I �F`� � THIS SPOT- I � „A � 54G� �
� � � ! ¢ ` I I P1 a P 1 1 VA f�I S I ; _
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I T.O.S. �1 -9 1�/ I � I I � I
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4'-0" _ .1 1 .0 I
A511 '�N DN - � pK1.1 PK1.1 P1 � 6 ° � 5.05 A4112
' � � _ 2.1� � � � T.O.S. P1
� _ _ T.O.S. � AP11 T.O.S. �
� I I I I I �' ` I < T O.S. P1 �.O.S. I I I I I I EL. 86.74 I � I I T.O.S. I I L. 87.21 � EL. 87.21
� � T.O.S. P1 E . 88 -a� F�L. 87.67 t T.O.S. � -
� j �, � EL. 86.29
, �_ j EL. 87.76 EL. 87.38 t � PARKING T.O.S. P1 � � � STAIR 2
ST RAGE � 5' o" T.O.S. ,p.s, � n��oo
; 5.05
`� �� EL. 86.98 AP»� � ,-
;- �� AP�22 ��,` EL. 87.55 � L. 86.88 t � � ol �- �
; `� V ' � T.0�1 98x � � o �� ,,� N
� _ _ i i I �L�5--� � e I � � � SLOPE � �;. � � � I 1 I I � ,�
D � `- O
° O N _ _ . - ._ _ �A
� � � � w � � � � 3
� �
� 6' � � � � PARTIAL HE GHT 6�� SLOPE N � / PK1.1 � °� � �
A5.11 0 8�_� y ` N CMU PARII ON, � / � � o
;., ,,., f, , ,;.;�, , ;..;: T.O. WALL 1.5' A6.01 D
ci� �; � � iv AP12 � ��'-2".:` ,,. ,: , „-1\ I 18'-0" , I 5'-9" � \ I I I I I �'-0� I I � I �,_Q� I I � I I "'
°'- � � .1 .0 �i � � � �� �� °'
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� � SLOPE 1:12 5 1 P - - �
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P�2 � , „ WA ER °
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O I � - - I - ��7
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, Q ; BIKE 98X �
_ � STORAGE x � '-oH � °
� 24 T.O.S. N � ��� 3 T.O.S. EL •S• � DRAWN: JS/RW/HP
° � EL. 88.18 � P 1
;' `; � � � � EL. 88.5 � RZ �E�' 86'g6 � W � CHECKED: HK
� � � o i
- - � � N
67 �� � 67 s
� � , � - � � , n o � � � � � o � � � � � � �� � o �� � � I� � CADD FILE: .DWG
- - � � - - -
� �
' DATE: 12�20�2013
� ,� � � � � ��'� �,
� - REVISIONS:
�1 ADDENDUM 1 01�24�2014
1'-8"I I I 5,_0� I I 4,_0� I I 5� �� � I I 4'-0" 1I1" '-5 '-0° I 1'-11" I I g„ �_4� I 3�_3�I I 3�_�� I � I �,_3� I 6�_4„ ��_8�I I I
i , , , , Q2 BLDG DPT COMMENTS 03/31/2014
° Q ASI 001 FOR CONSTRUCTION
07/15/2014
I A1.1 A2. A3.3 I A4.3 I 5.7 A5. A6.2 A6.3 I A7.9 I A8.1 A9.2 , , I 10.1 10.8 I I I 13.9 I 14.4 I 15. I � C OZ ARCHITECTURE
15'-8" � '-8" � 14'-4° 16'-8" 16'-4° 14'- 16'-8" 14, 4„ I 12-8 0'-4° 1 '-8" 14'-4" 16'-8° � -6" 10'-6 1/2" � �
I I 222'-10 1/ " j
' � i �
A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 Al2 A13 A14 A15 A16 A17 � � STRATA VAIL
� � � � � � � 100% CD'S
A5.01 A5.01 A4.11 � A4.15 5.03 5.04 5.04
5.02 SHEET TITLE:
PARKING LEVEL P1-A
SCALE:As Noted
PLAN SHEET NUMBER:
PARKING PLAN LEVEL P1 -A KEY PLAN
1 SCALE: 1/8° = 1'-0" � SCALE: N.T.S. �
.
NORTH NORTH
0 4 8 16
SHEET NOTES
1. PAINT STRIPPING TO BE 4" WIDE TRAFFIC PAINT BETN►EEN
STALLS.
2. DRIVE AISLES ARE 24'-0" WIDE. PARKING STALLS ARE
g12 9'-0"X19'-0". COMPACT PARKING STALLS ARE 8'-0"X16'-0.
��1
�� a 1� „ 3. PXX REFER TO PARKING SHEET PK2.1 FOR LEGEND.
�� � � `'" RflCHI1ECtURE
� 4. PXX LINE ADJACENT TO BOX DENOTES THE SIDE THE SIGN.
5'� % FACES
� \ 5. MEANS ALIGN.
g9 0" � +� 3003 Larimer Street
�6� 6. INTERIOR DIMENSIONS ARE TO FACE OF GYP BD - UNLESS IT
IS A CONCRETE OF MASONRY PARTITION. Denver, Colorado 80205
�� � � �°�3 � 7. PROVIDE 4" X 1�" PLATE PROTECTION AT VERTICAL Phone 303,861.5704
�cs � �4'9 g9' \ \ j MECHANICAL AND PLUMBING PIPES WITHIN DRIVE AISLE AND AT
�� 6 ��a � � PARKING STALLS.
a � � � ,
,n � �,2 ��2 � �, � � � 8. SEE A10.01 AND A10.02 FOR PARTITION TYPES.
! �6 �� � 6� ��� � G�" � ; (� �° �
�9' � 9» 2' , \ �r 9. SEE CODE PLAN SHEETS T2.1 THROUGH T2.5 FOR EXTEND
9 ��� 1„ 3' � „ 1,�'e� I � / AND CONTINUATION OF RATED PARTITION TYPES.
� 6 ��,
,
°, �"I• � \ \ �� � \ � \ � � 10. ALL DOORS TO BE 4" OFFSET FROM ADJACENT PARTITION
" TYP. UNO.
��s r, �6 ����,� , a� � � ��,8 /� ' o
.� ,�6,
' � � / N ` � 11. MAINTAIN 8'-6" CLEAR HEIGHT TO ALL PIPING, CONDUITS,
� 3" \ F' i�� � � � a= DUCTWORK, LIGHTS AND OTHERS.
� / ` 9/ \ / \�i �� \ `s
� 5 " \ ° � � 12. SEE STRUCTURAL FOR CONCRETE FOUNDATION AND
�' � �6 � � / / � \ ° � � � � 5 � � � � PARTITION WALL DIMENSIONS AND FLOOR SLAB OPENING
� ` \ � � � � '° `'', p,512 DIMENSIONS AT PARKING LEVEL FLOORS.
�. / ` \ / .1 I D
� a 13. PROVIDE BENT PLATE PROTECTION AT VERTICAL PLUMBING
� �`6- �� �6�$„ � �5� � / ° � ; � - � \ \ � EL�. $g$$ \ � o, � AND MECHANICAL PIPES WITHIN DRIVING AISLES AND PARKING
8p�a ,,�^ � ` i i � gX � „ � � STALLS PER 5 & 6/PK1.1.
��� +�8" 1 � � \ � i i \ � 22�8
� / �
3 r\ � � T.'O.S.� P1 T.O. P1� � MAIN �
� ,, � � �-� \� � EL. 6.88 ELE FRfiCAL \ , � °°��
�� � � E�.. 8�.36 ,� \ �
� � ,� � , „ � \ � .Q:S. � , EMERGE�I CY � BP115 � `'° � � < �
, � '�12 � p E . 86.21 � ; ELECTRICAL � � , ;�� FLAG NOTES � �,��� �� � �
� \ ' - � ,�� �L����� � �
�2 � „ , �Z � \ � i BP116 � ��; ���14� � ������� ��
� �2�a � \ -� � � � � i � P11 `';_ 1� , p�5�� Z� '' s 1. 4'-0° X 6'-0" CHAINLINK FENCING FOR OWNER STORAGE � ��
,,Z„ j � � �r \ \ \ o ° ti_ ��y s9° ` � 40 \ � i i 41 g8 .1 1 . „ � .1 1 . � �p � �s.� UNLESS OTHERWISE NOTED ������ �
� / 1' \ � � ° � �------- - �,--- ----,-r, - � � ---- - - -------��- - � 2. CONCRETE BOLLARD, RE: 4�PK1.1 � 2�� �� �
� � � � � � � � � o � � 3. MECHANICAL SHAFT RE: MECH � �
� � 2" � � \ � 39 ------- - � „ � � -- : --------- ---- ----- � 2 � �.� � �
�5 \ 11,k� �� o � ` \ 1p,2 '=7 ° / � A4.10 �1'L 4. LOUVER, RE: MECH h�;�.��, �� ��
�
� �� � P 5. FAN, RE: MECH
� �,0" � V ° ° �° � '�'�� i/ � � �° � \ P � � .S`. 1 v
�'� OOL � ��` � �-o L. 86.54 � �. T.O.S. P1` �
„ n � MEC .2 . , 9 �� ; ��� � , � 6. AREA DRAIN, RE: PLUMBING 03.31.2014
��,8 � a�o STQRAGE � � � °° � �'-� eP»s� , � � 6 0 � � z� EL. 86.29 �� � , � , 0�.��5:20�4
� T�RAGE B ���A �_ ,� a� � _ ` �� EQ � � � \ P115 ; 7. HOUSE KEEPING PAD, RE: STRUCTURAL
� � o ° �j� � \ �� g- .1 1 .0 „ o, � � 8. FIRE EXSTINGUISHER CABINET, RE: FP DRAWINGS
178 � ,, // � , s � �, � �Q, \ �, 2 �>° •� �
` ��0\ .. � �, � � � 1 \ o.� \ � � „� � � ,�6�
� �'= 9. GREASE INTERCEPTOR, RE: PLUMBING
� v 9�� / J 10. SAND & OIL INTERCEPTOR, RE: PLUMBING
� �
�,;�=� � � � �
� � �`� � � T. P1 � � � � �� � � � � ' � A � � 42 °
' EL. . 3 \ T. �f.F. P� ,->`� � T.O.S. � � � � �- 12 SEWAGE EJECTOR, RE: PLUMBING
�'= EL. . � � � � T.O.S. P1 �
, � �� � �<` 117f ��, � /j � � EL.�.3� � \ \ � �� � � SUMP PUMP, RE: PLUMBING
/ � � � P 1 . 3 �0 c� �� // �, A � � � � �` 13. FLOOR SINK, RE: PLUMBING �
� � '2 3 ' � r �� \ � � �= 14. NOT USED
� �� 0 EQUIPM � i ,., , � , � � , � � , �
� � `� 15. NOT USED �
� �c� � � � R � , � T.0 S. � � � ,
�
� .
� � � � y � � BP� � r'° ,X���' . � EL. 6.02 � � � � S�-�� � � � ' \ 43 �0 16. HEAVY DUTY TRAFFIC COATING �
� � -
�� � � � �� ' `�"���� � ��,� Z \ � � � A T. .S. � � 17. 36° HIGH 1 1�2° 0 PIPE RAILING �
� � P11 �X' � � � �' y � � � ' .�8�.46 � r,� �g, DOORS USED ONLY FOR THE INSTANCE THAT BOILERS MIGHT �
�, � �� � � �� � 6 � �� HAVE TO BE REMOVED IN THE FUTURE- NOT USED FOR
��Z� ' � �„ � � �� � \ � ACCESS INTO BOILER ROOM.
�,
�` �,� � �0 � � � � �� � �� � � � � �g, I�N$TER�104 DOOR SHALL BE INSULATED EXTERIOR DOOR PER
� � ,�� � ,�� 2 / � � � � � � � B�p � � -6, p �
� //2,�„ / ���0 1 I� / /� � P6�� i ` \ � \ � , 20. 2 THICK, FULL HEIGHT ABSORPTIVE ACOUSTICAL TREATMENT O
` � o � 44 � � � AT INSIDE OF NON-RATED SHAFT. �
r'= � 3$ / � �/ � / � � ` � � ' � 6' 2�. UNDERSLAB VAPOR BARRIER AT OWNER STORAGE AREA
� �� ° � ` � � � � Q� � " o g -� „ \ .O.S. P v= � ROOMS AP321 AND AP322. �
_' �� � '� SL� � / � - ° \ ���� �-� � a/ ..
- � � � � / 46 2 g�� � 2 EL. 8 . \ o , �
� �
" T.O.S. � � � T.O.S. 6• � ,
T R � 3 P �� v v � � -
, � EL. 86.65 °� � �� z�,o � SO T � � EL. 85. 8 � 45 �
2 � � � T.0.S. o� ,� � Q
�5 �° , 37 � � EL. 85.54 � �� - � y � .�, �
P�. � � �- ,� � ,,- LOB,BY � �� � , �
�. �� v , � ,,-'� , � P 1 �g ,,,- , , - � BP11 � B_ `� � � v ° ��NORTH a�
� - ' -� -' -� � � � / ��
� � � , � ,,-' � ,-'� \ P� ,--'� ,,--' -o � BP114 � � BP111 �`�
c� �� ,- , ` ,,- �-, ` � \
'� s ,,�� ,,- � ,�T � .O.S. � � �
/ , / �
� - 36 ,-''� � ,,-� � � ��\ \`� ,--''� ,-�'� \ � EL. 86.25 ` P14 .0 y � P% � - � � � s
� ,-� � ,,- � � � ,,-�,, �/ �� \�� \ Q�0 � T.O.S. P1 P602 �s
� � o T.O.S�-�' ,-� � � �� �� � ` 47
� � �_ � ; ' �y � ,,-� ,, ,,-�� T.O.S. � � � / / � EL. 88.00 �
\ 6 / \ � � 1
P51 � � ,, -' � / ,-�'�` PARKI�IG ,,-�; ,., EL. 85.� � �� 2 P�5 T.O.S. , o
�
� � ,,�-�'� � � BP100 ,--'�%0:�. \ � OMPACT /48 �� �� ` .� � � EL. 85.92 l � ,.�g �,
� ,-� -� �, � � � � � ` 20Q rn
, ,,- � , � � p.
� � � - � ,-� EL. 85.86 � � � -o G
„ � N� ♦
a � � 35 ,-�'� ,�-'�� \ `� � T.O.S. �� \ ,- ' , �� \ � � � � ` ,� 1 / 8 P��N�\ � \ ���
� , � ,, � , , \ � ,,- ,5 � , Q� � ��p,�.
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'�` � \ � Bl , � � 8130 � � / / � � � � o o �
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A4.03 � Y 1 \ � � � � / � � � � �10 � / � o \ � 6 '-oo° 4. EXTERIOR DIMENSIONS ARE TO FACE OF STUD AT EXTERIOR
� P��� � �� 2 � - �, � � BR-L WER �, �' y ; - _ � - � � � / P6A2 _ �, FACE.
� � 5. INTERIOR DIMENSIONS ARE TO FACE OF GYP BD. p fl C H I 1 E C t U R E
� � , � �� � �% A AZ.Z �1 �\ ` ` � S - B A2.15 HU R �` /� � � 6. ALL DOORS TO BE OFFSET 4" FROM ADJACENT PARTITION
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p,5• / � � , / � ; �� \ � \ 8103 � 111 /o � ` PZp1 � � .� � 7. SEE SHEET A8.01A FOR DOOR AND FRAME TYPES � 3 .
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� ` � � / B10 � � � / \ ` \ � � � �\\�`,i MP�GN \N ' 2�1 8 INCLU ED IN SCOPENITHEYGARENSHOINN FOR R FERENCE ONLY.
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r'� � � � '� � � ��� `\ ��„� �j . _ � � ' _ � _ _ -- 5 p� � 12. SEE 4/A2.11 FOR TYPICAL PARTITION TYPES AND DIMENSIONS
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A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 Al2 A13 A14 A15 A16 A17 SHEET TITLE:
U � U U O O O � �
2 � � i � � i 2 � ;; FLOOR PLAN LEVEL 1-A
A5.01 A5.01 A4.11 5•02 A4.15 A4.01 5.03 5.04 5.04
FLAG NOTES �
1. TRASH CHUTE, RE: SPECIFICAl10NS 11. INDOOR WHIRLPOOL, RE: POOL DRAWINGS 16. EXTERIOR BALCONY OVER OCCUPIED SPACE W/ SNOWMELT: 17. FIRE EXSTINGUISHER CABINET, RE: 12/A10.12 22. STEEL LADDER
2. LOADING DOCK BUMPERS 12. GAS METER, RE: CIVIL CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING 18. CONCRETE BOLLARD 23. BALCONY SCREEN WALL : 5/4"X3 1/2" � 4" O.C. CEMENTITIOUS TRIM BOARD
3. MECHANICAL SHAFT, RE: MECH 13. FIRE DEPARTMENT CONNECTION, RE: FIRE PROTECTION ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER 19. MOP SINK, RE: PLUMBING OVER 7/8" GALVANIZED HAT CHANNELS WITH CONT. NEOPRENE PADS ON EACH PLAN � SCALE:AS Noted
4. SHAFT FOR FUTURE GREASE DUCT 14. SAME AS #16 WITHOUT SNOWMELT TUBING SYSTEM OVER PROTEC110N BOARD BEDDED IN REINFORCED 20. EXTERIOR BALCONY BELOW CHANNELS OVER 7/16" CEMENTITIOUS PANEL BOARD (PAINT BLACK) OVER 6„ F LOO R P LA N L E V E L 1 'A SHEET NUMBER:
5. TRENCH DRAIN 15. TYPICAL EXPOSED BALCONY : WATERPROOF MEMBRANE ON SLOPED CONCRETE TO DRAIN 21. PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE : METAL STUD FRAMING; RE :STRUCT FOR TUBE STEEL SUPPORT. 7 FT TALL TYP. �
6. CONCRETE AREAWAY WITH WALKABLE GRATING TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE OVER OVER METAL DECK AND STEEL FRAMING RE: STRUCT. R-21 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING 24. RESIDENTIAL WHIRLPOOL SCALE: 1/8" = 1'-0„ KEY PLAN
7. KEYBOX FOR FIRE DEPARTMENT METAL DECK AND STEEL FRAMING W/ SPRAY FIREPROOF, UNFACED HIGH DENSITY BATT INSULATION AND 15LB ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER 25. ELECTRONIC KNOX KEYED SWITCH FOR FIRE DEPARTMENT �
8. FIRE ALARM PANEL RE:STRUCT. UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS ASPHALT IMPREGNATED AIR/VAPOR BARRIER AT UNDERSIDE OVER 4' REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/ 26. FIRE EXSTINGUISHER AND/FIRE HOSE CONNECTION, RE: FIRE PROTECTION DRAWINGS NORTH SCALE: N.T.S. �
9. DRINKING FOUNTAIN, RE: PLUMBING SOFFIT PANEL BOARD OVER METAL STUD FRAMING. OF BALCONY METAL DECK. FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN REINFORCED 27. CONCRETE PAD, RE: STRUCTURAL ■
10. INDOOR POOL, RE: POOL DRAWINGS WATERPROOF MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB TO DRAIN. 28. SCUPPER 0 4 8 16 NORTH
SHEET NOTES FLAG NOTES �
1. TRASH CHUTE, RE: SPECIFICATIONS
1. SEE SHEETS A10.01 AND A10.02 FOR PARTITION TYPES.
2. SEE CODE PLAN SHEETS T2.1 THROUGH T2.5 FOR EXTEND 2. LOADING DOCK BUMPERS
AND CONTINUATION OF RATED PARIITION TYPES.
3. SEE A2.11 THROUGH A2.25 FOR UNIT PLANS. 3. MECHANICAL SHAFT, RE: MECH
4. EXTERIOR DIMENSIONS ARE TO FACE OF STUD AT EXTERIOR
FACE. 4. SHAFT FOR FUTURE GREASE DUCT
5. INTERIOR DIMENSIONS ARE TO FACE OF GYP BD. 1111 C H I I �C I U R�
6. ALL DOORS TO BE OFFSET 4" FROM ADJACENT PARTITION 5. TRENCH DRAIN
TYP. U.O.N. A101
�12 7. SEE SHEET A8.01A FOR DOOR AND FRAME TYPES � 3 6. CONCRETE AREAWAY WITH WALKABLE GRATING
�'�� 3003 Larimer Street
8. FURNITURE AND FURNISHINGS AND EQUIPMENT ARE NOT 7. KEYBOX FOR FIRE DEPARTMENT
�s;� �1� , ,�,, ° INCLUDED IN SCOPE. THEY ARE SHOWN FOR REFERENCE ONLY. Denver, Colorado 80205
„ 8. FIRE ALARM PANEL
5�� � � 9. MEANS ALIGN. Phone 303,861.5704
� 9. DRINKING FOUNTAIN, RE: PLUMBING
�g ,�„ � / 10. RESIDENTIAL CORRIDOR PARTITIONS ARE TYPE 46F TYPICAL
�6 � UNLESS OTHERWISE INDICA AT UNIT PLAN 10. INDOOR POOL, RE: POOL DRAWINGS
� / � SHEETS (THICKENED TO 48F FOR PLUMBING).
11. INDOOR WHIRLPOOL, RE: POOL DRAWINGS
a g93 � � 11. RESIDENTIAL UNIT DEMISING P TITIONS ARE TYPE 73F
� � �,9� \ �9� � 5 1 j '`� TYPICAL UNLESS OTHERWISE INDICATED AT 12. GAS METER, RE: CIVIL
� s'� � ��� � P9� � UNIT PLAN SHEETS (FOR PLUMBING COORDINATION).
8g6 � „ �,2„ � " � � ` / 12. SEE 4/A2.11 FOR TYPICAL PARTITION TYPES AND DIMENSIONS 13. FIRE DEPARTMENT CONNECTION, RE: FIRE PROTECTION
s, \,,2 � � 31 ° �, �, AT CORRIDOR UNIT ENTRANCES. 14. SAME AS #16 WITHOUT SNOWMELT TUBING SYSTEM
� �6 � 6r �g� y� � � \ � 13. WALL ACCESS PANELS FOR PLUMBING (RE: PLUMBING FOR
1 � 19'� 9� 2� � � � LOCATIONS AND TYPE) TO BE RECESSED TYPE SQUARE 15. TYPICAL EXPOSED BALCONY :
A4.03 ��� � ,�� �' ,, � � 2,6 � ^ ACCESS PANELS WITH GYP BD FINISH (PAINT TO MATCH WALL TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE OVER
g�6 n �'' � \ � , �" ,, „ a� � � � . � � PAINT OR WALL COVERING) AT ALL PUBLIC CORRIDORS AND METAL DECK AND STEEL FRAMING W/ SPRAY FIREPROOF, RE:
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� Q3 ASI 001 FOR CONSTRUCTION
I A1.1 , „ I A2. , n I A3.3 , n I A4.3 , „ I , n 5.7 A5. A6.2 A6.3 I , n A7.9 I A8.1 , n i A9.2 , n I 10.1 , n 10.8 I , n , n , ,� 13.9 I 14.4 „ I 15. , » I 07/15/2014
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100% CD'S
SHEET TITLE:
FLOOR PLAN LEVEL 2-A
FLAG NOTES �
1. TRASH CHUTE, RE: SPECIFICAl10NS 11. INDOOR WHIRLPOOL, RE: POOL DRAWINGS 16. EXTERIOR BALCONY OVER OCCUPIED SPACE W/ SNOWMELT: 17. FIRE EXSTINGUISHER CABINET, RE: 12/A10.12 22. STEEL LADDER
2. LOADING DOCK BUMPERS 12. GAS METER, RE: CIVIL CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING 18. CONCRETE BOLLARD 23. BALCONY SCREEN WALL : 5/4"X3 1/2" � 4" O.C. CEMENTITIOUS TRIM BOARD /
3. MECHANICAL SHAFT, RE: MECH 13. FIRE DEPARTMENT CONNECTION, RE: FIRE PROTECTION ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER 19. MOP SINK, RE: PLUMBING OVER 7/8" GALVANIZED HAT CHANNELS WITH CONT. NEOPRENE PADS ON EACH SCALE:AS Noted
4. SHAFT FOR FUTURE GREASE DUCT 14. SAME AS #16 WITHOUT SNOWMELT TUBING SYSTEM OVER PROTECTION BOARD BEDDED IN REINFORCED 20. EXTERIOR BALCONY BELOW CHANNELS OVER 7/16" CEMENTITIOUS PANEL BOARD (PAINT BLACK) OVER 6" SHEET NUMBER:
5. TRENCH DRAIN 15. TYPICAL EXPOSED BALCONY : WATERPROOF MEMBRANE ON SLOPED CONCRETE TO DRAIN 21. PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE : METAL STUD FRAMING; RE :STRUCT FOR TUBE STEEL SUPPORT. 7 FT TALL TYP. PLAN
6. CONCRETE AREAWAY WITH WALKABLE GRATING TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE OVER OVER METAL DECK AND STEEL FRAMING RE: STRUCT. R-21 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING 24. RESIDENTIAL WHIRLPOOL F LOO R P LA N L E V E L 2'A K EY P LA N
7. KEYBOX FOR FIRE DEPARTMENT METAL DECK AND STEEL FRAMING W/ SPRAY FIREPROOF, UNFACED HIGH DENSITY BATT INSULATION AND 15LB ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER 25. ELECTRONIC KNOX KEYED SWITCH FOR FIRE DEPARTMENT
8. FIRE ALARM PANEL RE:STRUCT. UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS ASPHALT IMPREGNATED AIR/VAPOR BARRIER AT UNDERSIDE OVER 4' REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/ 26. FIRE EXSTINGUISHER AND/FIRE HOSE CONNECTION, RE: FIRE PROTECTION DRAWINGS � SCALE: 1/8" = 1'-0" � SCALE: N.T.S. �
9. DRINKING FOUNTAIN, RE: PLUMBING SOFFIT PANEL BOARD OVER METAL STUD FRAMING. OF BALCONY METAL DECK. FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN REINFORCED 27. CONCRETE PAD, RE: STRUCTURAL ■
10. INDOOR POOL, RE: POOL DRAWINGS WATERPROOF MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB TO DRAIN. 28. SCUPPER NORTH NORTH
0 8 16 32
SHEET NOTES FLAG NOTES �
1. TRASH CHUTE, RE: SPECIFICATIONS
1. SEE SHEETS A10.01 AND A10.02 FOR PARTITION TYPES.
2. SEE CODE PLAN SHEETS T2.1 THROUGH T2.5 FOR EXTEND 2. LOADING DOCK BUMPERS
AND CONTINUATION OF RATED PARIITION TYPES.
3. SEE A2.11 THROUGH A2.25 FOR UNIT PLANS. 3. MECHANICAL SHAFT, RE: MECH
4. EXTERIOR DIMENSIONS ARE TO FACE OF STUD AT EXTERIOR
��2 FACE. 4. SHAFT FOR FUTURE GREASE DUCT
5. INTERIOR DIMENSIONS ARE TO FACE OF GYP BD. A II C N I I E C I U I I�
�n ��1 6. ALL DOORS TO BE OFFSET 4" FROM ADJACENT PARTITION 5. TRENCH DRAIN
��� ��� , ��, " TYP. U.O.N. A101
�� 7. SEE SHEET A8.01A FOR DOOR AND FRAME TYPES � 3 . 6. CONCRETE AREAWAY WITH WALKABLE GRATING
5� 3003 Larimer Street
� 8. FURNITURE AND FURNISHINGS AND EQUIPMENT ARE NOT 7. KEYBOX FOR FIRE DEPARTMENT
gg �r INCLUDED IN SCOPE. THEY ARE SHOWN FOR REFERENCE ONLY. Denver, Colorado 80205
�6' 8. FIRE ALARM PANEL
� 9. MEANS ALIGN. Phone 303,861.5704
9. DRINKING FOUNTAIN, RE: PLUMBING
�� ,� g93 � j 10. RESIDENTIAL CORRIDOR PARTITIONS ARE TYPE 46F TYPICAL
� �,9" g9• � UNLESS OTHERWISE INDICA AT UNIT PLAN 10. INDOOR POOL, RE: POOL DRAWINGS
� s'a, 1 �ga � SHEETS (THICKENED TO 48F FOR PLUMBING).
a6 � � � � � 11. INDOOR WHIRLPOOL, RE: POOL DRAWINGS
� ,,2� �'2 , �� 6 `p �, �, 11. RESIDENTIAL UNIT DEMISING P TITIONS ARE TYPE 73F
„ � „ , � � � � TYPICAL UNLESS OTHERWISE INDICATED AT O 12. GAS METER, RE: CIVIL
� �� �g''6 �� � 9„ 2'� , \ j �� � � UNIT PLAN SHEETS (FOR PLUMBING COORDINATION). �3. FIRE DEPARTMENT CONNECTION, RE: FIRE PROTECTION
A4.03 �� � „ �' � \ �,, � � � 12. SEE 4/A2.11 FOR TYPICAL PARTITION TYPES AND DIMENSIONS
� 6 � �-� �� � � -� ��, / AT CORRIDOR UNIT ENTRANCES.
� • „ ;;-' ' � � 14. SAME AS #16 WITHOUT SNOWMELT TUBING SYSTEM
�1� �,2 ;;--� os 13. WALL ACCESS PANELS FOR PLUMBING (RE: PLUMBING FOR
�. 6 �,�" „ � „ ,,-- � LOCATIONS AND TYPE) TO BE RECESSED TYPE SQUARE 15. TYPICAL EXPOSED BALCONY :
`� �a- � ��� 16�a � 1„ 1''a � � � "�� � \ , � c'P. ACCESS PANELS WITH GYP BD FINISH (PAINT TO MATCH WALL TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE OVER
pr 1 , � \ , � � �' as PAINT OR WALL COVERING) AT ALL PUBLIC CORRIDORS AND METAL DECK AND STEEL FRAMING W/ SPRAY FIREPROOF, RE:
�'� � ;-% � � �� �`s PUBLIC SPACES; WITH THE EXCEPTION AT SECONDARY STRUCT. UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS
� � ' ,,�° , � ;% " , ` `� ��\' r'� _ MECH�ELECT OR MAINTENANCE OR TRASH SPACES WHERE SOFFIT PANEL BOARD OVER METAL STUD FRAMING.
�s,� �5 ,�6 � � Z � � ,, " � , ,,--�"� �� > ,' �_ � � ROUND CHROME PLATE ACCESS PANELS ARE ACCEPTABLE. 16. EXTERIOR BALCONY OVER OCCUPIED SPACE W/ SNOWMELT :
r � \ ,=� , ��`,, � 12 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING
� 9,1� 1, a„ � \ � , ,,=���� � � r, `'' �'� ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER
� � � � � � OVER PROTECTION BOARD BEDDED IN REINFORCED
�� ,�6,B° � g5� � �,2��2 -/,'� � � � � / °° � WATERPROOF MEMBRANE ON SLOPED CONCRETE TO DRAIN
�p�a \ � � \ OVER METAL DECK AND STEEL FRAMING RE: STRUCT. R-21
��� \ � 1� 8� 2„ � j �/ �I�,� � � \ � UNFACED HIGH DENSITY BATT INSULATION AND 15LB ASPHALT y�
' 2�� Z � � � � ��/ � IMPREGNATED AIR/VAPOR BARRIER AT UNDERSIDE OF �� ���```�
63 , �» � �,4" - � ��_ �� � � � �,� w � BALCONY METAL DECK. ��� � ��
��-- _
�4' �,,1� , � 1I2» � a,� 29 �\ \ � , ]4 � � / ',� �i 17. FIRE EXSTINGUISHER CABINET, RE: 12/A10.12 �� �������
�2 � � \ y \ 1'�a„ ` � �, � 4 / \ � � c,� 18. CONCRETE BOLLARD � � �������� �
6� 12'a � � o� 2 2 � \� �'. i � � A 0.21 � � /���� ���� �
19. MOP SINK, RE: PLUMBING � ��� ��
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1. TRASH CHUTE, RE: SPECIFICAl10NS 11. INDOOR WHIRLPOOL, RE: POOL DRAWINGS 16. EXTERIOR BALCONY OVER OCCUPIED SPACE W/ SNOWMELT: 17. FIRE EXSTINGUISHER CABINET, RE: 12/A10.12 22. STEEL LADDER
2. LOADING DOCK BUMPERS 12. GAS METER, RE: CIVIL CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING 18. CONCRETE BOLLARD 23. BALCONY SCREEN WALL : 5/4"X3 1/2" � 4" O.C. CEMENTITIOUS TRIM BOARD /
3. MECHANICAL SHAFT, RE: MECH 13. FIRE DEPARTMENT CONNECTION, RE: FIRE PROTECTION ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER 19. MOP SINK, RE: PLUMBING OVER 7/8" GALVANIZED HAT CHANNELS WITH CONT. NEOPRENE PADS ON EACH SCALE:AS Noted
4. SHAFT FOR FUTURE GREASE DUCT 14. SAME AS #16 WITHOUT SNOWMELT TUBING SYSTEM OVER PROTECTION BOARD BEDDED IN REINFORCED 20. EXTERIOR BALCONY BELOW CHANNELS OVER 7/16" CEMENTITIOUS PANEL BOARD (PAINT BLACK) OVER 6" PLAN SHEET NUMBER:
5. TRENCH DRAIN 15. TYPICAL EXPOSED BALCONY : WATERPROOF MEMBRANE ON SLOPED CONCRETE TO DRAIN 21. PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE : METAL STUD FRAMING; RE :STRUCT FOR TUBE STEEL SUPPORT. 7 FT TALL TYP.
6. CONCRETE AREAWAY WITH WALKABLE GRATING TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE OVER OVER METAL DECK AND STEEL FRAMING RE: STRUCT. R-21 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING 24. RESIDENTIAL WHIRLPOOL F LOO R P LA N L E V E L 3-A K EY P LA N
7. KEYBOX FOR FIRE DEPARTMENT METAL DECK AND STEEL FRAMING W/ SPRAY FIREPROOF, UNFACED HIGH DENSITY BATT INSULATION AND 15LB ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER 25. ELECTRONIC KNOX KEYED SWITCH FOR FIRE DEPARTMENT
8. FIRE ALARM PANEL RE:STRUCT. UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS ASPHALT IMPREGNATED AIR/VAPOR BARRIER AT UNDERSIDE OVER 4' REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/ 26. FIRE EXSTINGUISHER AND/FIRE HOSE CONNECTION, RE: FIRE PROTECTION DRAWINGS � SCALE: 1/8" = 1'-0" � SCALE: N.T.S. �
9. DRINKING FOUNTAIN, RE: PLUMBING SOFFIT PANEL BOARD OVER METAL STUD FRAMING. OF BALCONY METAL DECK. FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN REINFORCED 27. CONCRETE PAD, RE: STRUCTURAL ■
10. INDOOR POOL, RE: POOL DRAWINGS WATERPROOF MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB TO DRAIN. 28. SCUPPER NORTH NORTH
0 4 8 16
SHEET NOTES FLAG NOTES �
1. TRASH CHUTE, RE: SPECIFICATIONS
1. SEE SHEETS A10.01 AND A10.02 FOR PARTITION TYPES.
2. SEE CODE PLAN SHEETS T2.1 THROUGH T2.5 FOR EXTEND 2. LOADING DOCK BUMPERS
AND CONTINUATION OF RATED PARIITION TYPES.
3. SEE A2.11 THROUGH A2.25 FOR UNIT PLANS. 3. MECHANICAL SHAFT, RE: MECH
4. EXTERIOR DIMENSIONS ARE TO FACE OF STUD AT EXTERIOR
��2 FACE. 4. SHAFT FOR FUTURE GREASE DUCT
5. INTERIOR DIMENSIONS ARE TO FACE OF GYP BD. A II C N I I E C I U I I�
� �11 6. ALL DOORS TO BE OFFSET 4" FROM ADJACENT PARTITION 5. TRENCH DRAIN
��� 6�� , ��, " TYP. U.O.N. A101
7. SEE SHEET A8.01A FOR DOOR AND FRAME TYPES � 3 . 6. CONCRETE AREAWAY WITH WALKABLE GRATING
5��„ � 3003 Larimer Street
� 8. FURNITURE AND FURNISHINGS AND EQUIPMENT ARE NOT 7. KEYBOX FOR FIRE DEPARTMENT
gg �r INCLUDED IN SCOPE. THEY ARE SHOWN FOR REFERENCE ONLY. Denver, Colorado 80205
�6' 8. FIRE ALARM PANEL
� 9. MEANS ALIGN. Phone 303,861.5704
9. DRINKING FOUNTAIN, RE: PLUMBING
�� ,� g93 � j 10. RESIDENTIAL CORRIDOR PARTITIONS ARE TYPE 46F TYPICAL
� � 9" g9• � UNLESS OTHERWISE INDICA AT UNIT PLAN 10. INDOOR POOL, RE: POOL DRAWINGS
� s'a. 1 � �ga � SHEETS (THICKENED TO 48F FOR PLUMBING).
a6 � � � � � 11. INDOOR WHIRLPOOL, RE: POOL DRAWINGS
� r �'2 `p° � � 11. RESIDENTIAL UNIT DEMISING P TITIONS ARE TYPE
� „ � „ ''2 , \� � n � `J 1 `J TYPICAL UNLESS OTHERWISE INDICATED AT 73F 12. GAS METER, RE: CIVIL
� � �- �� �g''6 a „ 2'S \ ��-2 � / UNIT PLAN SHEETS (FOR PLUMBING COORDINATION).
A 4.0 3 ��� ,�„ �'9 , � y ��2" �� 12. SEE 4/A2.11 FOR TYPICAL PARTITION TYPES AND DIMENSIONS 13. FIRE DEPARTMENT CONNECTION, RE: FIRE PROTECTION
� 6 �'- � � � 'I'' AT CORRIDOR UNIT ENTRANCES.
� � „ � � 14. SAME AS #16 WITHOUT SNOWMELT TUBING SYSTEM
��� � 2 \ , �=� 0 13. WALL ACCESS PANELS FOR PLUMBING (RE: PLUMBING FOR
c,� � � " $ � I� � ° LOCATIONS AND TYPE) TO BE RECESSED TYPE SQUARE 15. TYPICAL EXPOSED BALCONY :
�. 6 ���'� � \ �
a- � 16� 1''a � \ � � � � \ � , c'P ACCESS PANELS WITH GYP BD FINISH (PAINT TO MATCH WALL TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE OVER
r 1 1� � \ �' ��n \ � ' `� �`' a, PAINT OR WALL COVERING) AT ALL PUBLIC CORRIDORS AND METAL DECK AND STEEL FRAMING W/ SPRAY FIREPROOF, RE:
�'�� �' � � � � �Y �`s PUBLIC SPACES; WITH THE EXCEPTION AT SECONDARY STRUCT. UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS
� � ' ,,�° , ' \ � �� � � _ MECH/ELECT OR MAINTENANCE OR TRASH SPACES WHERE SOFFIT PANEL BOARD OVER METAL STUD FRAMING.
` 's'� �5 �6 � Z � 28 , 21 I� \ � � � � � � , �_ � ,� ROUND CHROME PLATE ACCESS PANELS ARE ACCEPTABLE. 16. EXTERIOR BALCONY OVER OCCUPIED SPACE W/ SNOWMELT :
� �' \ \ ' � � 512 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING
� � 2" � \ �- � � � r, `'' �' ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER
� 29 ,��21`I � � , =� � � % o� OVER PROTECTION BOARD BEDDED IN REINFORCED
� �`a. �� B° � g5� � ��,8"� _ ,� � � � �, � WATERPROOF MEMBRANE ON SLOPED CONCRETE TO DRAIN
16� �p�� \ C,� � / �j � � �, OVER METAL DECK AND STEEL FRAMING RE: STRUCT. R-21
\ � 8� 1 0r y / � � � 2 �R � °�' � UNFACED HIGH DENSITY BATT INSULATION AND 15LB ASPHALT y�
��� 1'' \ 6- � i" r � Z� AZ.12/3 � / � IMPREGNATED AIR/VAPOR BARRIER AT UNDERSIDE OF �� ���```�
����
�3 � 4" ��2 � � - -� -- = � BALCONY METAL DECK. � ��
,��� \ � '�� 28 2 i \\ � � , t�i s�� B305 c,�, w � �,
�-� , \ � - � \ �2,1 �t � � � � - �� \ ; �'� �i 17. FIRE EXSTINGUISHER CABINET, RE: 12/A10.12 �� �������
, aY
� / �"-' �- � � � � �L�������
g2 � a� , \ \ / � � , j� � � �� � � � ,s 18. CONCRETE BOLLARD ������ �
6� 12' � \ \ �- r' �
� �,2 / ' � � ' � � \ � �`r° 19. MOP SINK, RE: PLUMBING � ��� ��
,,Z \ \ 29 � / � \ \� o � �
� \ �r �y 6, \ ' � o , ! s � � 20. EXTERIOR BALCONY BELOW �-� � �` /�,�ln�
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, � �
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\ ��5 28 �� � � i , � _ _ �_- - -- 0� � ` a� ,� - � � � � � � �g 0� � A4.10 512 21. �
I p, • PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE :
'� „ �4 � \ \ o c,+ Q CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING 03.31.2014
1 / ` 6 � \ � \ ' � / �� y>- ' � 'j ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER
/ \ s 07.15.2014
� \ „ ' / � , a" �s OVER 4' REINFORCED CONRETE TOPPING SLAB OVER
1��8 \ \ 29 ���2 , 'i, % � � ✓/ 73F / B � / � � 2/ ` � � DRAINAGE/ FILTER FABRIC LAYER OVER PROTECTION BOARD
\ „ - i i � 9 T � B� �4 � �c� \ I �, � � � BEDDED IN REINFORCED WATERPROOF MEMBRANE ON
� 6'�` �%, i " 10 2� � / o , � \ � \ % � '� � �`� 2 SLOPING CONCRETE STRUCTURAL SLAB TO DRAIN.
i
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r, � '" �j�, - � 3 BR+L � � � / \ 1 A 2.11/2 � � " �� 23. BALCONY SCREEN WALL : 5/4"X3 1/2° � 4° O.C.
� /
� � /' ° � �� 3A-L A2.16/ \ / 6304 � \ \ 1 �' CEMENIITIOUS TRIM BOARD OVER 7/8" GALVANIZED HAT
� / , �� � B303 � � � -' f \ �� ° � CHANNELS WITH CONT. NEOPRENE PADS ON EACH CHANNELS J
/ � ` % � � / \' 26F � , ° � � �- / , \ 4 \ '� � OVER 7/16" CEMENTITIOUS PANEL BOARD (PAINT BLACK) �
4 TYP � \ ° \� � o EC/TE�L = � � s I �� OVER 6 METAL STUD FRAMING ; RE :STRUCT FOR TUBE O
� ' � � '' "' STEEL SUPPORT
/ ; A9.05 / ► 46F 316 B31
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.
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� ' �� ` � 6317 �'� " � 46F 6 � � s 28. SCUPPER
/ � � ' \ 6 � 3 B301 / TR SH� � o o �° , �6' 29. STONE CAP � O
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� , � i ° � �' � REVISIONS:
Q1 ADDENDUM 1 01/24/2014
Q3 ASI 001 FOR CONSTRUCTION
07/15/2014
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SHEET TITLE:
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PLAN PLAN SHEET NUMBER:
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1 SCALE: 1/8" = 1'-0" � SCALE: N.T.S. �
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NORTH NORTH
0 4 8 16
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A4.03 � / � � 6401 B� y / � _ °J o B-NORTH
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P515 / � \ \� � \, � � �,/ 0 � � ' `�' � � � �� ' � ' AND CONIINUATION OF RATED PARTI110N TYPES.
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� � � � / � CORRIDOR � � � p,2��` � 4. EXTERIOR DIMENSIONS ARE TO FACE OF STUD AT EXTERIOR
� � � � / � \ \ � 6418
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� ' INCLUDED IN SCOPE. THEY ARE SHOWN FOR REFERENCE ONLY.
� \\ � � � \ � \ ;-6" �� 6 20�-0" � ' " ' " � ' " Denver, Colorado 80205
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a � \� \V �� \��Z l � B40 � � � �
/ ' � I � � 10. RESIDENTIAL CORRIDOR PARTITIONS ARE TYPE 46F TYPICAL
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UNLESS OTHERWISE INDICA AT UNIT PLAN
� / � � � �,B � - r'� � 15 �'5/8 SHEETS (THICKENED TO FOR PLUMBING).
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2 \ �
�r �� � � -� � � ��'�� �� � � � ' � I I I ,_ � �I I, � � � 11. RESIDENTIAL UNIT DEMISING P TITIONS ARE TYPE 73F
// \ \ , Q � 6 6 1/2 �� �� x TYPICAL UNLESS OTHERWISE INDICATED AT
� 1 � �'�2 # � ° �, � � UNIT PLAN SHEETS (FOR PLUMBING COORDINATION).
� � � , II i� � T� 12. SEE 4/A2.11 FOR TYPICAL PARTITION TYPES AND DIMENSIONS
�� 3 BR AT CORRIDOR UNIT ENTRANCES.
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5.04 STRATA VAIL
100% CD'S
SHEET TITLE:
FLOOR PLAN LEVEL 4-A
FLAG NOTES �
1. TRASH CHUTE, RE: SPECIFICAl10NS 11. INDOOR WHIRLPOOL, RE: POOL DRAWINGS 16. EXTERIOR BALCONY OVER OCCUPIED SPACE W/ SNOWMELT: 17. FIRE EXSTINGUISHER CABINET, RE: 12/A10.12 22. STEEL LADDER
2. LOADING DOCK BUMPERS 12. GAS METER, RE: CIVIL CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING 18. CONCRETE BOLLARD 23. BALCONY SCREEN WALL : 5/4"X3 1/2" � 4" O.C. CEMENTITIOUS TRIM BOARD /
3. MECHANICAL SHAFT, RE: MECH 13. FIRE DEPARTMENT CONNECTION, RE: FIRE PROTECTION ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER 19. MOP SINK, RE: PLUMBING OVER 7/8" GALVANIZED HAT CHANNELS WITH CONT. NEOPRENE PADS ON EACH SCALE:AS Noted
4. SHAFT FOR FUTURE GREASE DUCT 14. SAME AS #16 WITHOUT SNOWMELT TUBING SYSTEM OVER PROTECTION BOARD BEDDED IN REINFORCED 20. EXTERIOR BALCONY BELOW CHANNELS OVER 7/16" CEMENTITIOUS PANEL BOARD (PAINT BLACK) OVER 6" PLAN SHEET NUMBER:
5. TRENCH DRAIN 15. TYPICAL EXPOSED BALCONY : WATERPROOF MEMBRANE ON SLOPED CONCRETE TO DRAIN 21. PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE : METAL STUD FRAMING; RE :STRUCT FOR TUBE STEEL SUPPORT. 7 FT TALL TYP.
6. CONCRETE AREAWAY WITH WALKABLE GRATING TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE OVER OVER METAL DECK AND STEEL FRAMING RE: STRUCT. R-21 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING 24. RESIDENTIAL WHIRLPOOL F LOO R P LA N L E V E L 4'A K EY P LA N
7. KEYBOX FOR FIRE DEPARTMENT METAL DECK AND STEEL FRAMING W/ SPRAY FIREPROOF, UNFACED HIGH DENSITY BATT INSULATION AND 15LB ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER 25. ELECTRONIC KNOX KEYED SWITCH FOR FIRE DEPARTMENT
8. FIRE ALARM PANEL RE:STRUCT. UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS ASPHALT IMPREGNATED AIR/VAPOR BARRIER AT UNDERSIDE OVER 4' REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/ 26. FIRE EXSTINGUISHER AND/FIRE HOSE CONNECTION, RE: FIRE PROTECTION DRAWINGS � SCALE: 1/8" = 1'-0" � SCALE: N.T.S. �
9. DRINKING FOUNTAIN, RE: PLUMBING SOFFIT PANEL BOARD OVER METAL STUD FRAMING. OF BALCONY METAL DECK. FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN REINFORCED 27. CONCRETE PAD, RE: STRUCTURAL ■
10. INDOOR POOL, RE: POOL DRAWINGS WATERPROOF MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB TO DRAIN. 28. SCUPPER NORTH NORTH
0 4 8 16
SHEET NOTES FLAG NOTES �
1. TRASH CHUTE, RE: SPECIFICATIONS
1. SEE SHEETS A10.01 AND A10.02 FOR PARTITION TYPES.
2. SEE CODE PLAN SHEETS T2.1 THROUGH T2.5 FOR EXTEND 2. LOADING DOCK BUMPERS
AND CONTINUATION OF RATED PARIITION TYPES.
3. SEE A2.11 THROUGH A2.25 FOR UNIT PLANS. 3. MECHANICAL SHAFT, RE: MECH
4. EXTERIOR DIMENSIONS ARE TO FACE OF STUD AT EXTERIOR
�12 FACE. 4. SHAFT FOR FUTURE GREASE DUCT
5. INTERIOR DIMENSIONS ARE TO FACE OF GYP BD. A II C N I I E C I U I I�
�n ��� 6. ALL DOORS TO BE OFFSET 4" FROM ADJACENT PARTITION 5. TRENCH DRAIN
��� 6�� , ��, " TYP. U.O.N. A101
� 7. SEE SHEET A8.01A FOR DOOR AND FRAME TYPES � 3 . 6. CONCRETE AREAWAY WITH WALKABLE GRATING
5�� 3003 Larimer Street
� 8. FURNITURE AND FURNISHINGS AND EQUIPMENT ARE NOT 7. KEYBOX FOR FIRE DEPARTMENT
�g �� INCLUDED IN SCOPE. THEY ARE SHOWN FOR REFERENCE ONLY. Denver, Colorado 80205
�6' 8. FIRE ALARM PANEL
� 9. MEANS ALIGN. Phone 303,861.5704
9. DRINKING FOUNTAIN, RE: PLUMBING
� g93 � 10. RESIDENTIAL CORRIDOR PARTITIONS ARE TYPE 46F TYPICAL
!� � ,�p��9" g9� � � �cs` j UNLESS OTHERWISE INDICA AT UNIT PLAN 10. INDOOR POOL, RE: POOL DRAWINGS
s'a, �ga � � SHEETS (THICKENED TO 48F FOR PLUMBING).
a6 � � � � � 11. INDOOR WHIRLPOOL, RE: POOL DRAWINGS
S, � ,,2" �'2 , �� � `p° � �, �, 11. RESIDENTIAL UNIT DEMISING P TITIONS ARE TYPE O
�• '� , 2 � TYPICAL UNLESS OTHERWISE INDICATED AT 73F 12. GAS METER RE: CIVIL
� � �� �� �g''6n �a �,9„ 2'�� , \ \ ,,�„ ,� � � a.� � UNIT PLAN SHEETS (FOR PLUMBING COORDINATION). 13. FIRE DEPARTMENT CONNECTION, RE: FIRE PROTECTION
A4.03 � 6 ��1 1�,�� � , \ la� � � �� 12 AT CORRIDOR �NIT E TRANCES.�ON TYPES AND DIMENSIONS
.� � • „ \ 2 � � 14. SAME AS #16 WITHOUT SNOWMELT TUBING SYSTEM
� � �,2 „ os 13. WALL ACCESS PANELS FOR PLUMBING (RE: PLUMBING FOR
c,s:, �6 ��',�" a" \ r � � I / LOCATIONS AND TYPE) TO BE RECESSED TYPE SQUARE 15. TYPICAL EXPOSED BALCONY :
� � 16� „ 1''a � � � � �'' \ �� c'P ACCESS PANELS WITH GYP BD FINISH (PAINT TO MATCH WALL TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE OVER
r 1 1 , � \ ��1 / \`� � �� �5 `� ' �Y .s a PAINT OR WALL COVERING) AT ALL PUBLIC CORRIDORS AND METAL DECK AND STEEL FRAMING W/ SPRAY FIREPROOF, RE:
�'�� " � ,'� � � „ � s PUBLIC SPACES; WITH THE EXCEPTION AT SECONDARY STRUCT. UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS
� ' , �° �� � ' 1- \ _ MECH/ELECT OR MAINTENANCE OR TRASH SPACES WHERE SOFFIT PANEL BOARD OVER METAL STUD FRAMING.
��,� �5 ,�6 �" � Z� �\ � � � ` ' �_ � � ROUND CHROME PLATE ACCESS PANELS ARE ACCEPTABLE. 16. EXTERIOR BALCONY OVER OCCUPIED SPACE W/ SNOWMELT :
28 \ , \ / � 5�2 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING
� \ � � � � / / r, `'' �' ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER
�. ,��,a° �� � � � o� OVER PROTECTION BOARD BEDDED IN REINFORCED
� �a. �� ,�6,B° � g5� \ � � � �, � WATERPROOF MEMBRANE ON SLOPED CONCRETE TO DRAIN
� �p�a \ 9�,1�„ � � ���1� ` 14 ;, � ss� OVER METAL DECK AND STEEL FRAMING RE: STRUCT. R-21
„ / � UNFACED HIGH DENSITY BATT INSULATION AND 15LB ASPHALT y�
�� r \ 1''8 „ � � `�� (2� ;� � � � � � � / � IMPREGNATED AIR/VAPOR BARRIER AT UNDERSIDE OF �� ���``
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1�� � - \
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„ � � � �, � � c,+ � CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING 03.31.2014
,,2" � � � 6'6 \ � ' \ � s�, ,,g�� '�, � , j ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER 07.15.2014
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� Q3 ASI 001 FOR CONSTRUCTION
A1.1 A2. A3.3 A4.3 5.7 A5. A6.2 A6.3 A7.9 A8.1 A9.2 10.1 10.8 � 13.9 14.4 15. 07/15/2014
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STRATA VAIL
100% CD'S
SHEET TITLE:
FLOOR PLAN LEVEL 5-A
FLAG NOTES �
1. TRASH CHUTE, RE: SPECIFICAl10NS 11. INDOOR WHIRLPOOL, RE: POOL DRAWINGS 16. EXTERIOR BALCONY OVER OCCUPIED SPACE W/ SNOWMELT: 17. FIRE EXSTINGUISHER CABINET, RE: 12/A10.12 22. STEEL LADDER
2. LOADING DOCK BUMPERS 12. GAS METER, RE: CIVIL CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING 18. CONCRETE BOLLARD 23. BALCONY SCREEN WALL : 5/4"X3 1/2" � 4" O.C. CEMENTITIOUS TRIM BOARD /
3. MECHANICAL SHAFT, RE: MECH 13. FIRE DEPARTMENT CONNECTION, RE: FIRE PROTECTION ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER 19. MOP SINK, RE: PLUMBING OVER 7/8" GALVANIZED HAT CHANNELS WITH CONT. NEOPRENE PADS ON EACH SCALE:AS Noted
4. SHAFT FOR FUTURE GREASE DUCT 14. SAME AS #16 WITHOUT SNOWMELT TUBING SYSTEM OVER PROTECTION BOARD BEDDED IN REINFORCED 20. EXTERIOR BALCONY BELOW CHANNELS OVER 7/16" CEMENTITIOUS PANEL BOARD (PAINT BLACK) OVER 6" PLAN SHEET NUMBER:
5. TRENCH DRAIN 15. TYPICAL EXPOSED BALCONY : WATERPROOF MEMBRANE ON SLOPED CONCRETE TO DRAIN 21. PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE : METAL STUD FRAMING; RE :STRUCT FOR TUBE STEEL SUPPORT. 7 FT TALL TYP.
6. CONCRETE AREAWAY WITH WALKABLE GRATING TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE OVER OVER METAL DECK AND STEEL FRAMING RE: STRUCT. R-21 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING 24. RESIDENTIAL WHIRLPOOL F LOO R P LA N L E V E L 5-A K EY P LA N
7. KEYBOX FOR FIRE DEPARTMENT METAL DECK AND STEEL FRAMING W/ SPRAY FIREPROOF, UNFACED HIGH DENSITY BATT INSULATION AND 15LB ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER 25. ELECTRONIC KNOX KEYED SWITCH FOR FIRE DEPARTMENT
8. FIRE ALARM PANEL RE:STRUCT. UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS ASPHALT IMPREGNATED AIR/VAPOR BARRIER AT UNDERSIDE OVER 4' REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/ 26. FIRE EXSTINGUISHER AND/FIRE HOSE CONNECTION, RE: FIRE PROTECTION DRAWINGS � SCALE: 1/8" = 1'-0" � SCALE: N.T.S. �
9. DRINKING FOUNTAIN, RE: PLUMBING SOFFIT PANEL BOARD OVER METAL STUD FRAMING. OF BALCONY METAL DECK. FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN REINFORCED 27. CONCRETE PAD, RE: STRUCTURAL ■
10. INDOOR POOL, RE: POOL DRAWINGS WATERPROOF MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB TO DRAIN. 28. SCUPPER NORTH NORTH
0 4 8 16
SHEET NOTES FLAG NOTES �
1. TRASH CHUTE, RE: SPECIFICATIONS
1. SEE SHEETS A10.01 AND A10.02 FOR PARTITION TYPES.
2. SEE CODE PLAN SHEETS T2.1 THROUGH T2.5 FOR EXTEND 2. LOADING DOCK BUMPERS
AND CONTINUATION OF RATED PARIITION TYPES.
3. SEE A2.11 THROUGH A2.25 FOR UNIT PLANS. 3. MECHANICAL SHAFT, RE: MECH
4. EXTERIOR DIMENSIONS ARE TO FACE OF STUD AT EXTERIOR
�12 FACE. 4. SHAFT FOR FUTURE GREASE DUCT
5. INTERIOR DIMENSIONS ARE TO FACE OF GYP BD. A II C N I I E C I U I I�
�n ��� 6. ALL DOORS TO BE OFFSET 4" FROM ADJACENT PARTITION 5. TRENCH DRAIN
��� �1� , ��, " TYP. U.O.N. A101
� 7. SEE SHEET A8.01A FOR DOOR AND FRAME TYPES � 3 . 6. CONCRETE AREAWAY WITH WALKABLE GRATING
5�� 3003 Larimer Street
� 8. FURNITURE AND FURNISHINGS AND EQUIPMENT ARE NOT 7. KEYBOX FOR FIRE DEPARTMENT
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�6' 8. FIRE ALARM PANEL
� 9. MEANS ALIGN. Phone 303,861.5704
9. DRINKING FOUNTAIN, RE: PLUMBING
�� ,� g93 � j 10. RESIDENTIAL CORRIDOR PARTITIONS ARE TYPE 46F TYPICAL
� �,9" g9� � UNLESS OTHERWISE INDICA AT UNIT PLAN 10. INDOOR POOL, RE: POOL DRAWINGS
� s'a, 1 g� � SHEETS (THICKENED TO 48F FOR PLUMBING).
a6 � � � � � � 11. INDOOR WHIRLPOOL, RE: POOL DRAWINGS
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� „ 1 � � , �, 1'2 � TYPICAL UNLESS OTHERWISE INDICATED AT 73F 12. GAS METER, RE: CIVIL
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Q3 ASI 001 FOR CONSTRUCTION
07/15/2014
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SHEET TITLE:
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� 2. SEE CODE PLAN SHEETS T2.1 THROUGH T2.5 FOR EXTEND
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SHEET NOTES FLAG NOTES �
1. TRASH CHUTE, RE: SPECIFICATIONS
1. SEE SHEETS A10.01 AND A10.02 FOR PARTITION TYPES.
2. SEE CODE PLAN SHEETS T2.1 THROUGH T2.5 FOR EXTEND 2. LOADING DOCK BUMPERS
AND CONTINUATION OF RATED PARIITION TYPES.
3. SEE A2.11 THROUGH A2.25 FOR UNIT PLANS. 3. MECHANICAL SHAFT, RE: MECH
4. EXTERIOR DIMENSIONS ARE TO FACE OF STUD AT EXTERIOR
�12 FACE. 4. SHAFT FOR FUTURE GREASE DUCT
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Q1 ADDENDUM 1 01/24/2014
Q3 ASI 001 FOR CONSTRUCTION
07/15/2014
�
CQOZ ARCHITECTURE
STRATA VAIL
100% CD'S
SHEET TITLE:
FLAG NOTES �
o � FLOOR PLAN LEVEL 7-B
1. TRASH CHUTE, RE: SPECIFICATIONS 16. EXTERIOR BALCONY OVER OCCUPIED SPACE W/ SNOWMELT: 19. MOP SINK, RE: PLUMBING 24. RESIDENTIAL WHIRLPOOL
2. LOADING DOCK BUMPERS 14. SAME AS #16 WITHOUT SNOWMELT TUBING SYSTEM CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING 20. EXTERIOR BALCONY BELOW 25. ELECTRONIC KNOX KEYED SWITCH FOR FIRE DEPARTMENT
3. MECHANICAL SHAFT, RE: MECH 15. TYPICAL EXPOSED BALCONY : ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER 21. PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE : 26. FIRE EXSTINGUISHER AND/FIRE HOSE CONNECTION, RE: FIRE PROTECTION DRAWINGS _ �
4. SHAFT FOR FUTURE GREASE DUCT TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE OVER OVER PROTECTION BOARD BEDDED IN REINFORCED CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING 27. CONCRETE PAD, RE: STRUCTURAL � -
5. TRENCH DRAIN METAL DECK AND STEEL FRAMING W/ SPRAY FIREPROOF, WATERPROOF MEMBRANE ON SLOPED CONCRETE TO DRAIN ON DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER 28. SCUPPER
6. CONCRETE AREAWAY WITH WALKABLE GRATING RE:STRUCT. UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS OVER METAL DECK AND STEEL FRAMING RE: STRUCT. R-21 OVER 4' REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/ 29. 7° DIAMETER SEMICIRCULAR COPPER GUTTER SOLDERED TO ROOF DRAINS AND SCALE:AS Noted
7. KEYBOX FOR FIRE DEPARTMENT SOFFIT PANEL BOARD OVER METAL STUD FRAMING. UNFACED HIGH DENSITY BATT INSULATION AND 15L6 FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN REINFORCED INTO BUILDING (GUTTER AND DOWNSPOUTS ARE HEATED, RE: ELEC.); CONTINUED PLAN PLAN SHEET NUMBER:
8. FIRE ALARM PANEL ASPHALT IMPREGNATED AIR/VAPOR BARRIER AT UNDERSIDE WATERPROOF MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB TO DRAIN. VIA STORM DRAIN, RE: PLUMBING F LOO R P LA N L E V E L 7-B K EY P LA N
9. DRINKING FOUNTAIN, RE: PLUMBING OF BALCONY METAL DECK. 22. STEEL LADDER 29.1 GUTTER OUTLET TO DOWNSPOUT TO DISCHARGE ON BALCONY BELOW
10. INDOOR POOL, RE: POOL DRAWINGS 17. FIRE EXSTINGUISHER CABINET, RE: 12/A10.12 23. BALCONY SCREEN WALL : 5/4"X3 1/2" � 4" O.C. CEMENTITIOUS TRIM BOARD
11. INDOOR WHIRLPOOL, RE: POOL DRAWINGS 18. CONCRETE BOLLARD OVER 7/8" GALVANIZED HAT CHANNELS WITH CONT. NEOPRENE PADS ON EACH SCALE: 1/8° = 1'-0" SCALE: N.T.S.
12. GAS METER, RE: CIVIL CHANNELS OVER 7/16" CEMENTITIOUS PANEL BOARD (PAINT BLACK) OVER 6" �
13. FIRE DEPARTMENT CONNECTION, RE: FIRE PROTEC110N NORTH NORTH
0 4 8 16
SHEET NOTES
1. SEE SHEETS A10.01 AND A10.02 FOR PARTITION TYPES.
2. SEE CODE PLAN SHEETS T2.1 THROUGH T2.5 FOR EXTEND
AND CONTINUATION OF RATED PARTI110N TYPES.
MAT HLINE A2.32-B 3. SEE A2.11 THROUGH A2.25 FOR UNIT PLANS.
_ I _ � _ � I � I _ I _ I � I _ I _ I _ i� _ , - _ _ _ - I I _ I _ i - _ I I -� I _ i _ I _ I - ; - _ I I I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I _ 4. EXTERIOR DIMENSIONS ARE TO FACE OF STUD AT EXTERIOR
� � I � FACE.
' $'-4" A2.31-A 12 5. INTERIOR DIMENSIONS ARE TO FACE OF GYP BD.
100-0 6. ALL DOORS TO BE OFFSET 4" FROM ADJACENT PARTITION A fl C H I t E C 1 U fl E
� - - - - -- � I � - -I- - I I _ _ I TYP. U.O.N. A101
- -
- - - - , � ` - � D 7. SEE SHEET A8.01 FOR DOOR AND FRAME TYPES �
, I '
� ° 3003 Lanmer Street
� _ 1D8 --- � _ - �- ` _. _ . o _ _. ;4116 - - -�- - - - - 12.1 8. FURNITURE AND FURNISHINGS AND EQUIPMENT ARE NOT
i .1 1 .0 23D � � � 120 .1 1 . O
1� 7" � INCLUDED IN SCOPE. THEY ARE SHOWN FOR REFERENCE ONLY. Denver, Colorado 80205
, � � � T.1 1 . �
i I i _ 26D � � }�" 54G I I I � � 12.2 9. MEANS ALIGN. Phone 303,861.5704
ELEC. » FIRE I � 10. PARTITION TYPES AT PUBLIC AREAS LEVEL 1 ARE TYPE 26D
A121 i i ' z TRANSFER-TYPE S WER U.N.O. X
COMMAND � n � �� N 13B 11. SEE WINDOW TYPE SHEETS FOR WINDOW TYPES Q .
A121 A�0•21 � N N A1�0 � 6 �� I � � ' p � 2" � n COMPARTMENT PE 12. SEE SHEET SERIES A7.1 FOR INTERIOR ELEVATIONS.
C .0, h ^ ,2 4 .� A120 26D � n -� � - - �, 2-0 � 3-0 ICC/A117.1 13. SEE A 7.01-A FOR FINISH PLAN WITH FLOOR TRANSITION
I I I I I I � I 1 - K, 2 6 D � c p , I I I D E T A I L R E F E R E N C E S.
� �
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I � ACCESSIBLE; 5� OF
TOTAL; SEE A10.03 A115 / � 13B � � - o
� i � � � 3 .� 3 . / � � STOR \ �
16R � � BUSINE�S$ AREA I ti o � � � � � � � � ��� A 4 STAFF ROOM ��� 4 � ST M � �.� 4 � - ; ����r � I FLAG NOTES �
0 �
TYPE 1F MANAGER A7•1•4 q A115
� T.O. DEPRESSED SLAB I p N I i A119 � 10 A116 � I 23D I
A101 -11 �
2� ° � � -� fi - \� �� � s 12.6 1• TRASH CHUTE RE: SPECIFICATIONS
T.O. SLAB ( 100'-1" T.O. FINSH) I ELEV A-� P � I I I I I I��� I � I�� � � � � � �� �� �,
2. MECHANICAL SHAFT, RE: MECH
10�� ' A112 I 3 � I I I I I I I I .1.4 I I I�
I I 4 I I A I I ELEV AREA I A7.1.4 � � � � � � 1 � � I o , - I I � � I 3. FIRE ALARM PANEL RE: FIRE PROTECTION
A6.1.0 »„ A122 11 I I I I I � I � � I
1' 0 3y4° A 3 � A119 A116 I� C � �' I � p x 4. DRINKING FOUNTAI• RE: PLUMBING
�,�`y I ° � A7.1.3 B I A .1 3 . .1 3 .0 I I. o � � I I �ESTR00 II 5 M �
D 2 B '1 1 � � I 1 � '°`� � ��I A •1•3 B N 5. FIRE EXSTINGUISHER CABINET RE: FIRE PROTECTION �
A7.1.6 I C � p g 17 cv , „ c" �c c., i� �`
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I � � B �� I I �$ I ` � � �_ � A 'L 11. LOCATION FOR FUTURE N RE: ELEC
A7.1.3 A10.21 26D A117 I A10.0 �
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73F I ; � I 54G I I � � � I I I I
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5'-1 3/4" I �2�-�„ I I I 16. ALLOW FOR 12X121N ACCESS PANEL AT BACK OF LOCKER
= TELECOM � � � - 54c I � I i �6B FOR ACCESS TO WALL CLEANOUT AT WALL BEHIND. �
M A107 �26D �c l i I , I I RECEPTION \� COORINATE EXACT LOCAl10N IN FIELD WITH PLUMBING
DESK 6 ACCESS PANEL. � O
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I � 26 TOTAL; SEE A10.03 0
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--------------------- - - --------°--;------------ - --
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5.0 � �o�'-s• i � � I I �
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� STRATA VAIL
A9 A9.2 A10 1 .1 10.8 A11 Al2 A13 13.9 A14 14.4 A15 15. A16 A17 100% CD�S
� SHEET TITLE:
,
� � ENLARGED FLOOR
� � PLAN LEVEL 1-A
SCALE:As Noted
E N LA RG E D F LOO R PLAN SHEET NUMBER:
PLAN LEVEL 1 -A KEY PLAN
1 SCALE: 1/4" = 1'-0" � SCALE: N.T.S.
.
NORTH NORTH
0 4 8 16
SHEET NOTES
1. SEE UNIT CEILING PLANS A3.11 THROUGH A3.25 FOR UNIT
CEILING PLANS.
2. SEE MECH, ELEC, AND PLUMBING FOR LIGHT FIXTURE TYPES
AND ACCESS PANELS.
3, ALL CEILING TO BE GYP. BD. UON
4. R-19 BATT INSULATION PINNED TO UNDERSIDE OF METAL R fl C H I 1 E C t U R E
DECK AT THE FOLLOWING LOCATIONS:
- FLOOR/CLG BETWEEN UNITS AND UNITS ABOVE 3003 Larimer Street
- FLOOR/CLG BETWEEN PUBLIC AREAS & UNITS ABOVE
- FLOOR/CLG BETWEEN FUTURE RESTAURANT & UNITS Denver, Colorado 80205
ABOVE
Phone 303,861.5704
7. SEE PROJECT MANUAL FOR FINISH LEGEND AND ADDITIONAL
SPECIFICATION INFORMATION
GRAPHIC LEGEND
X'-X" CEILING HEIGHT BETWEEN SLAB
x AND CEILING
QO RECESSED DIRECT. WALL- WASHER FIXTURE
O DOWNLIGHT
� COVE LIGHT
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4 SCALE: 1/4" = 1'-0" UNIT(S): 6102 � SCALE: 1/4" = 1'-0" UNIT(S): B101
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_� � � 1. ACOUSTIC CLG SEPARATION AT RAMP: 2 LAYERS � GYP BD O
O RECESSED DIRECT. WALL- WASHER FIXTURE
�i=-_---_-_-_li X iX I ON �" HAT CHANNELS, SUSPENDED WITH KINETICS NOISE
CONTROL MODEL ICC HANGERS, R-38 BATT INSULATION
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�i �� STRIP LIGHT FIXTURE
i i i I 3. TRASH CHUTE ABOVE ��
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� J TRACK LIGHT FIXTURE
0. 1 1 . i i +� x I � 14 9 1 � 4. OUTLINE OF BUILDING ABOVE
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i i � i� I ,� I I I I 5. ACOUSTIC CEILING SEPARATION AT SERVICE DOCK AREA: O EXTERIOR RECESSED DOWNLIGHT
�i 6 i WIRE SUSPENDED lY2 CHANNELS, 2 LAYERS � GYP BD ON Phone 303,861.5704
i i �� i i I �" HAT CHANNELS, R-38 BATT INSULATION PINNED TO Q JUNCTION BOX AT CEILING
�i i� I METAL DECK, KINETICS NOISE CONTROL MODEL ICC HANGERS
i i - 0 i i _ I � 24" O.C. FLUORESCENT LIGHT FIXTURE
- i� �i �, � SURFACE-MOUNTED
- i i I i i I I I I I I 5A. ACOUSTIC CEILING SEPARATION AT GENERATOR ROOM:
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� STONE
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� 1 � � N � ACOU��CAL��LE�eILING
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9�-1» � i ______ � i , „ , „ CONCRETE DECK WITHIN HATCHED AREA. � VAPOR BARRIER
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� � V �� o ELEV ARE X o�.15.2014
17. WINDOW COVE SOFFIT
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�;i il 18. SUSPENDED GYP.BD. CEILING SYSTEM WITH LIGHT COVE CEILING PLANS.
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GENERAL NOTE: SEE SHEET A7.01 FOR CEILING TYPES LEGEND XX'-X" CEILING HEIGHT BETWEEN SLAB
AND CEILING
1. ACOUSTIC CLG SEPARATION AT RAMP: 2 LAYERS �" GYP BD Q RECESSED DIRECT. WALL- WASHER FIXTURE
ON �" HAT CHANNELS, SUSPENDED WITH KINETICS NOISE
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PINNED TO METAL DECK- HEATED PLENUM, RE: MECH.
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3. TRASH CHUTE ABOVE I--�� STRIP LIGHT FIXTURE
4. OUTLINE OF BUILDING ABOVE J TRACK LIGHT FIXTURE 3003 Larimer Street
Denver, Colorado 80205
5. ACOUSTIC CEILING SEPARATION AT SERVICE DOCK AREA: O EXTERIOR RECESSED DOWNLIGHT
WIRE SUSPENDED lY2" CHANNELS, 2 LAYERS �" GYP BD ON Phone 303,861.5704
�" HAT CHANNELS, R-38 BATT INSULATION PINNED TO � JUNCTION BOX AT CEILING
METAL DECK, KINETICS NOISE CONTROL MODEL ICC HANGERS
� 24" O.C. � FLUORESCENT LIGHT FIXTURE
5A. ACOUSTIC CEILING SEPARATION AT GENERATOR ROOM: SURFACE-MOUNTED
SAME AS ITEM 5 WITH ADDITIONAL ACOUSTICAL TREATMENT � RECESSED FLUORESCENT LIGHT FIXTURE
AT INTERIOR OF CELG ASSEMBLY: 1Y2" ACOUSTICAL PANEL ON
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7. R-38 BATT INSULATION ATTACHED TO UNDERSIDE OF
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� / � MECHANICAL SUPPLY DIFFUSER
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� � � �� � 03.31.2014
17. WINDOW COVE SOFFIT 07.15.2014
� ' " g'_ � 1. SEE UNIT CEILING PLANS A3.11 THROUGH A3.25 FOR UNIT
�.� = 9' I I X \ / I I 18. SUSPENDED GYP.BD. CEILING SYSTEM WITH LIGHT COVE CEILING PLANS.
`� .�. \ x I � 19. SUSPENDED CEILING SOFFIT 2. SEE MECH, ELEC, AND PLUMBING FOR UGHT FIXTURE TYPES
� \ / AND ACCESS PANELS.
20. MAKE-UP AIR UNIT, RE: MECH
� �• �� i �\ I 3, ALL CEILING TO BE GYP. BD. UON
� � �• i � � � 21. ISOLATE ACOUSTIC CEILING HUNG ON SPRING ISOLATORS
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T.O. SLAB j � I I I � � � � � � �� A9 22 I �� � \ � � � � T.O. SLAB
LEVEL 3 � ❑ 9 � I LEVEL 3 � ADDENDUM 1 01/24/2014
� I I I � I � I
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LEVELLPB � � � � � ; � � � � � � � � � ' ' ; � ' � B U I L D I N U a B - I�O R�T H' E L E VAT I O N ' ' L�L�PB
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MATERIAL LEGEND
A17 A16 15. A15 14.9 A14 A13 Al2 A11 10. �� 10. 10.1 A10 A9 A8.1 A 29 RE:A601 A7 A6.3 A6 A5.9 A5.7 A5 A4 A3.3 A3 A2.4 A2 A1.1 A1
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ROOF
RE:A604 5.08 � ' 5.09 30 2. ZINC METAL
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LEVEL 3 � , �
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22. LOUVERS, RE: MECH 07.15.2014
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REVEAL MTL PANEL
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T.O. SLAB - - - I ' � ���� - --�I -- -- - - - I 4 T.O. SLAB 24. VERTICAL & HORIZONTAL REVEALS
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B1 B1.5 B2 B3 B4 B4.7 B4.8 B5 B5.3 B6 B6.2 B7 B7.2 B8 B8.1 B9 B10 B11 B12 MATERIAL LEGEND
30 24
16 RE:B701 29 3 15 I 1. ASPHALT SHINGLE
I � ROOF
15 2. ZINC METAL
I I 6 I 2 2 I I � I 9 I 6 I I I STANDING SEAM ROOF
5.166 � I 2 4 � 4. STONE CAP
4 - - I 5. HORIZONTAL
- - -
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' � A9.23 - Denver, Colorado 80205
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, � a � a � � 6307 23. HORIZONTAL C.J. RE:A9.21
� I 24. VERTICAL & HORIZONTAL REVEALS
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LEVEL 2 ,� I � � I ' � I I I LEVEL 2 34. BALCONY SCREEN WALL, RE:
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� SCALE: N.T.S.
-------------------------------------------------- ------------
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NORTH
1 HOUR EXTERIOR WALL ASSEMBLY PER F LAG N OT E S �
UL V454. SEE EXTERIOR ELEVATIONS
I O O Q O O FOR EXTERIOR MATERIAL OVER 1 1/2" �, nPICAL HIGH SLOPING ROOF CONSTRUCTION:
2 A .4 3 A .3 A .3 15.3 15.7 16 16.8 17 14.7 15 15.3 15.7 16 16.8 17
1 � - XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
A5.01 r ' 1 BARRIER OVER EXTERIOR 5/8" TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1°
2 � � ; GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W/ 3° POLYISOCYANURATE INSULATION
R-19 BATT INSULATION, VAPOR
5.01 I � \ � BARRIER, 5/8" TYPE 'X' GYP BD. OVER 15 B ASPHAL�MPREGNATEDL A R/VAPOR B RRN RU OVERN�
I 5
� 17 I I ;,; A9.42 I � � � 2�_g» � � �° TYPE 'X� EXT. GLASS MAT SHEATHING INTO METAL DECK,
i '. OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE
I
I I PROOFING AT STEEL BEAM, COLUMN SUPPORTS AND UNDERSIDE R fl C H I 1 E C t U R E
I I�� � � � � � � � ' OF METAL DECK WITH METAL STUD CEILING FRAMING AND 5/8°
3 ' � � � . � � � � �
TYPE 'X' GYP BOARD. (UL P732)
�, _ .
��� - I I ° ���� ��� � ��� �` � - I 3003 Larimer Street
� I I I I , - j I 2. MAIN ENTRY ROOF CONSTRUCTION :
_
� � STANDING SEAM ZIN METAL ROOF OVER 2 LAYERS HT
� C
- Denver Colorado 80205
\�'�� - : �� � T.O. STEEL WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
,
_ o�ii � ' � MECHANICALLY FASTENED INTO 3"X6" NOMINAL STRUCTURAL WOOD Phone 303,861.5704
- 5 DECKING OVER MIN 6" NOMINAL WIDE HEAVY TIMBER STRUCTURAL
I � I � I I ROOF FRAMING, STEEL COLUMNS RE:STRUCT.
I I � � _ _ _ i I � I ( HEAVY TIMBER ROOF CONSTRUCTION )
10 � �I 3. FLAT ROOF CONSTRUCTION OVER METAL DECK:
A .45 _ RUBBER WALKWAY PADS ON 90 MIL EPDM ROOF MEMBRANE
OVER 1/2" DENS DECK PRIME PROTECTION BOARD ON
d. TAPERED POLYISOCYANURATE INSULATION, 5" MIN � DRAIN,
13 I ; 1 I � I I K, ON �" TYPE �X� GYP. BD. OVER METAL DECK, OVER STEEL
I I I I ! I I BEAM FRAMING RE STRUCT. SPRAY ON FIREPROOFING AT
7 , A$•25 � 46R STEEL BEAMS, COLUMNS AND UNDERSIDE OF METAL DECK.
A9.35 I � PA � METAL CLG FRAMING AND �" TYPE 'X' GYP. BD. (UL P732)
- ; ; ; ; ; ; ; ; ; ; A602 A8.25 II 4. BARREL VAULT ROOF CONSTRUCTION :
� " I I I � 4 BEYOND STANDING SEAM COPPER METAL ROOF OVER 2 LAYERS HT
WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
4 I = I � I I I ;1 � I I MECHANICALLY FASTENED INTO 3"X6" NOMINAL TONGUE AND
A8.25 8 A�.23 GLUE STRUCTURAL WOOD DECKING OVER MIN 6" NOMINAL
` o � WIDE RADIUS STRUCTURAL GLB ROOF FRAMING OVER STEEL
T.O. SLAB LEVEL 6 , T.O. SLAB LEVEL 6 BEAM SUPPORTS RE:STRUCT. ( HEAVY TIMBER ROOF CONST. )
�- � I 158- � � °- � 158-3
_ �(1(�,IU�S 1�,S 5�5�5(S� � � � � �� �l� � � � � SV (� � (� (� �l_ I 5, TYPICAL ROOF BALCONY SOFFIT:
, � �� ' �- � � r� i I �= i 10 o CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
�$ ` ` �' B.O. SOFFIT `V �� i WITH 5/8° X 3 1/2" CEMENTITIOUS BATTENS TRIM. PAINT.
' A8.25 z _- � -r��
� � o I � DOOR HEAD � ; �g i WDO HEAD 6. TYPICAL EXTERIOR WALL CONSTRUCTION WITH CEMENTITIOUS ��� �����
OR METAL PANEL SIDING; RE: ELEVATIONS . 1 1/2 STONE �, �
I I A8.25 � WOOL INSULATION BOARD W/ 2" VERTICAL 'Z' GIRTS OVER n �� ������� ��,
I � o I I I I I z AIR/MOISTURE BARRIER, 5/8 EXT GLASS MAT SHEATHING, 6 � � �L������,� � �
; 3BR+L N 36R+L N METAL STUD, R-19 BATT INSULATION, VAPOR BARRIER, 5/8" �[����� �
I 36-L 3B-L I TYPE X GYP BD. RE. UL V454 FOR 1 HOUR RATED WALL � 2�� �� �
� A504 N A504 A8.25 `i 7, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STONE VENEER: �
� I i I oo STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH �.� �/J��
- A8.25 i i 1 I � MORTAR OVER VENTILATION MAT , 1 1/2" STONE WOOL h�'���' -� ��` ` "�
I I I �5 I I I I I i �2 i COPPER CAP INSULATION BOARD, AIR AND MOISTURE BARRIER, 5/8° EXT
A9.35 GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
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�, , � I 16 � ! INSULATION, VAPOR BARRIER, 5/8" GYP BD. RE: UL V454 FOR 03.31.2014
� � T.O. SLAB LEVEL 5 - � T.O. SLAB LEVEL 5 1 HOUR RATED WALL 07.15.2014
� °° �° �� ° ' � 146- ��,Sl l ,5 � � � � i � )1 1 � �1 � T� Sl�;; C(�SL� '�� 25 146-3 8. �'ICAL EXTERIOR WALL CONSTRUCTION WITH STUCCO :
i i i ° � � � ���1�� ��1�� � � ° � � � �� 7 i1 3-COAT CEMENTITIOUS SYSTEM EXPANDED METAL LATH "
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��p WDO HEAD 10 i I WDO HEAD �" VERTICAL 'Z' GIRTS, , AIR AND MOISTURE BARRIER, 5/8"
- - A •22 A8•22 EXT GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
_ ,'� � I I I INSULATION, VAPOR BARRIER, 5/8" GYP BD.
LL I � 2 I 3BR+L I I ' `n I I � 3BR+L � i I ;�, RE:UL V454 FOR 1 HOUR RATED EXTERIOR WALL. J
. 11 _ TYPICAL EXTERIOR WALL CONSTRUCTION � CONCRETE CORE
• �A8.24 3B-L A�22 z 3B-� A8.22 � 9 WALL: EXTERIOR MATERIAL RE: ELEVATIONS, 1 1/2" STONE
� ,\ A404 ! N A404 �p `i' WOOL INSULATION BOARD, AIR/MOISTURE BARRIER, 5/8" O
�
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�,' ` \ � , `,\� � �2 I I 12 I 1/2" AIR SPACE, CONCRETE WALL, RE:STRUCT. �
- - - A�.22 � A8•22 � I �p, TYPICAL RESIDENTIAL WINDOW:
� 6 - 6 METAL CLAD WOOD WINDOWS WITH INSULATION LOW E GLAZING
� - RE: ELEVATIONS FOR WINDOW TYPE AND OPERATION. �
_ • _ _ _ _ _ _ _ T.O. SLAB LEVEL 4 I; T.O. SLAB LEVEL 4 ��, npICAL RESIDENTIAL UNIT PA110 DOORS:
- -! I-� -� �o ! ! . , � � � � �n � � � ` = 25 134-1 a a _ a a� � a , ° L. � 134-10 O
��� ��� � �I �I- 21Ju�Z(�C'�(SL� ��u 2� C 5�.�� �71u�1��(��?�, (�U�J� 0� 1 � 4 (51�1 � 1�� J�(, � �(�„�'� (���Jl�?(�(�J 2�15�� �7�7 (� �? �1 �2�7J� �1�1 (N�l� ��1� � 4 METAL CLAD WOOD IN-SWING OR SLIDING DOOR W� LOW E
V � , � � � � -- A9.2 � --� - � A9.2 � GLAZING RE: PLANS FOR DOOR TYPE AND OPERATION. J
I I I � O
"' = 6 "' 12. ALUMINUM LOW-RISE CURTAINWALL OR STOREFRONT WINDOW
25 WDO HEAD WDO HEAD SYSTEM WITH 1" INSULATED LOW E GLAZING; RE :SCHEDULE
i � 13. SAME AS #15 WITHOUT SNOWMELT TUBING SYSTEM U
,
,
�' 14. TYPICAL EXPOSED BALCONY : ..
'�/ 3BR+L I � I `i' I I I 3BR+L I I � HEAVY DUTY TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE J
�, I 3B_� I x I 36_� I I I A OVER METAL DECK AND STEEL FRAMING RE: STRUCT. � �
�� 10 `� 10 "' UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS SOFFIT
` A304 R-38 BATT INSULA ION � � A304 � � �
I � PINNED TO UNDERS DE OF � � 15• EXTERIOR BALCONYROVERAOCCUPIEDRSPA E W SNOWMELT : �
� � � . METAL DECK / /
�/ � � � � I I CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
I 14 I I � I I I I I, � I DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER '�
A9.35 PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
T.O. SLAB LEVEL 3 T.O. SLAB LEVEL 3 MEMBRANE ON SLOPED CONCRETE TO DRAIN OVER METAL
- - - �° � � � : x �23_ �� � � � � , � �� , � � � � �23_5 DECK AND STEEL FRAMING RE: STRUCT. R-38 UNFACED HIGH
-� �! I-� - � ! � �� � 0 1� �51� � ti ' 1 � (�SL�U ��, o ��,����(�1�1 1 .S���' `���I�'L�(�Z.�� � i;0 7�71 � �(��IJ (��1L�� �� � 1 �l L���l L�I�I� � �' 1� � 51,�' �,�' 7�9 `�(9�7 �L � 25 DENSITY BATT INSULATION WITH ASPHALT IMPREGNATED
° ° �- � 10 SI B.O. SOFFIT N r -' i=' � AIR/VAPOR BARRIER AT UNDERSIDE OF BALCONY METAL DECK.
_ �
i � , � i�
� i I I I � 16. BALCONY GUARDRAILS:
WDO HEAD WDO HEAD
� I
VERTICAL WOOD POSTS W/ STEEL FLAT BAR INFILL SYSTEM.
i � PROVIDE HIGH PERFORMANCE ZINC PRIMER AND PAINT SYSTEM
J � , � P 17 21 � ON ALL EXPOSED STEEL COMPONENTS. RE : A9.35
, � z 10 ;r, �7, TYPICAL BALCONY SOFFIT:
- 36R+L �' I � 3BR+L
3 SIM. ��, I 3B-L I I I N � I I i 3B-L � � CEMENIITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
A$•22 �`, A204 � A204 R-38 BATT IN�ULATION 7 N � WITH 5/8 X 3-1/2 CEMENTITIOUS BATTENS. PAINT.
�� � � PINNED TO UNDERSIDE OF � i 18. PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE :
4 SIM METAL DECK °O CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
C n ' A9.35 DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
P i i � 20 TYP
2 E R C A P 4" REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/
i i ; I FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN
I A9.20 . I I I , , � ( I I I '
' ' ' T.O. SLAB LEVEL 2 -_ - T.O. SLAB LEVEL 2 REINFORCED WATERPROOF MEMBRANE ON SLOPING CONCRETE
� � ' ' � � STRUCTURAL SLAB TO DRAIN. RE: 1�A9.13
� � ��� ���� � ---- � z � , ` _ , � U�l(� ls �1�1� �l ��� �I�� �� , 11 0 112-0
� 2 � �t,��i� ti.��t�� �t s�.� � �t� < <, ' ' ' »2- tv �� �t�l 1 �o� � �� �t� � Z n �� � �� �
�L�= � � - � ;�
� � A9.35 -� 19. EXTERIOR PLANTER OVER OCCUPIED SPACE � PLAZA :
�_� _ . �__-- I ; I o '� , ,, ,, ;, B.O. SOFFIT N PLANTER SOIL W/ROOT BARRIER ON DRAINA6E MAT/FILTER
r
L M I � � � ` � FABRIC OVER 4" REINFORCED SLOPING CONCRETE TOPPING
I WDO HEAD I I I ! � SLAB TO DRAIN OVER DRAINAGE/FILTER FABRIC LAYER OVER
; 4 PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
A8.20 ' '" MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB
� I. �. � - � � � 3 �� PLANTER SIDE WALLS SHALL INCLUDE DRAINAGE MAT FILTER
a r
� A9.44 � � I EXTERIOR LIGHT FIXTURE o FABRIC OVER PROTECTION BOARD OVER REINFORCED
COMMERCIAL N N I COMMERI;IAL I s N WATERPROOF MEMBRANE.
I � 2x6 T&G SOFFIT � I I i � � _ g o
20.TYPICAL FLOOR CONSTRUCTION LEVEL 2 THRU 7:
� � � o FLOOR FINISH RE: SPECIFICATIONS OVER CONCRETE ON METAL
� � � � �- EXTERIOR LIGHT FIXTURE DECK ON STEEL FRAMING RE: STRUCT, 2 HR SPRAY ON FIRE
-I ` PROOFING AT STEEL FRAMING AND UNDERSIDE OF METAL DECK
� � 12 I 18 WITH R-19 BATT INSULATION (2 HR, UL D779)
� I I- I I 21. GYP BD CEILING OVER CLG SUPPORT SYSTEM SUSPENDED ON
- _ ; T.O. SLAB LEVEL 1 � T.O. SLAB LEVEL 1 WIRE HANGERS ATTACHED TO UNDERSIDE OF METAL DECK, RE:
- 100- ° a n ° a ° \ 100-0
� UNIT CEILING PLANS FOR HEIGHTS, R-19 SOUND BATT
' a� e �
� I I 18 � ° � a a fl a a ° � � ° � � a o� �I n __ L � STONE CAP INSULATION ATTACHED TO UNDERSIDE OF METAL DECK.
�L_�-
0
� � �� ii - I STONE CAP � I ° ° ` T.O. STONE CAP 22.SNOW FENCE BRACKET MOUINTED TO STEEL BEAMS AND IN
' i J I 5 I i 6 � A9.13 PLANE WITH THE EXTERIOR WALL RE: ROOF PLAN AND STRUCT.
r A9.�3 4 T.O. STONE CAP I I I A9.13 �� a �� ao 0
i A9.13 � '� i i
i � � �- I ' � � iv in 23.HORIZONTAL DEFLECTION JOINT WITH BY-PASS STUD FRAMING PROJ. NO. 17004.00
_� i� �-; ' I � T.O. SLAB RETAIL � , ',� � ' i T.O. SLAB RETAIL PROVIDE MWERAL WOOL INSULATION IN THE SLAB EDGE VOID,
� � --�- - � o � � �
____-_�____ ____ � __._!_ - ° �_m_�� _��__�_�____� I ' g5-0 a °- � °e ; - �� I � I 95-0 ELASTOMERIC SPRAY AND ASSOCIATED COMPONENTS PER DRAWN: RW
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--------------- - ---------------- --------- ----------------------i--�---------- ., - � --- °--�-°-a -a-��- --a -- - - - I T°---- -o--°---��-°�-a - --- I UL SYSTEM CW-S-1021. RE: SHEET A9.21
=-----�.-----,- I ��I I I I � �
I I ° I I I =I I I=I I I= I I I �� � --I I I=I I I=I I I= 24.SANDSTONE SILL PIECE CHECKED: �M
i i � � r ` �° d d �
i i � a I I I I I I I I I 25.HORIZONTAL DEFLECTION JOINT AT PLATFORM FRAMIN6 WITH 1" ,
i i
A FI .
x
�
C DD LE .dw
9
IIII III
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I I I I I I I SALB EDGE VOID• PROVIDE MINERAL WOOL INSULATION IN THE
i i
,
�, A �2 i i � I II I II I I I I I I I `� ARKING 1 a I _ 28 BOTTOM STUD TRACK WITH ELASTOMERIC SPRAY COATING AT
�' STORAGE ° -I = _ °' - - - - z 1 HOUR RATED EXTERIOR WALL LOCATIONS ONLY. DATE: 12/20/2013
� i i II � � I-III- 28 I 0 I�III� � IIII I I III ��_I: o
i UL CW-S-0003 RE: SHEET A9.21
� i i I � I I � I I I I I I I I I I 33 � I a I I I I I I I I I ^ 26.PROMONADE STYLE DECK DRAIN AND OVERFLOW RE:PLUMBING R E V I S I O N S:
� F_L_T________ ______ _____ I I I I I I I-I I I-I I � a aa , a , � a� a ` , � �� I � I � T.O. SLAB LEVEL P1 27,COPPER GUTTER AND COPPER DOWNSPOUT WITH 2 LINES OF Q1 ADDENDUM 1 01/24/2014
o � � a - �a � � 88-0 HEAT TRACE IN THE GUTTERS RE: ELEC
� � �-------- ------ ------ � I I I-� � I-I I I- � °� ° o a ° � a °a � ` a � a ° a oa a < i aa ` ° ° ° -I I �--I I I-I I �_ .
� , � 3� � � 31 28.TYPICAL BELOW GRADE WALLS : Q3 ASI 001 FOR CONSTRUCTION
� - - - � , - - 33 III I g I I I I I I I I I I I I CONCRETE FOUNDATION WALL RE: STRUCT : 07/15/2014
I I�I I II I I T.O. SLAB LEVEL P1 ARKING 2 SINGLE SIDED SHORING SYSTEM RE: 13-17/A9.13
3� � ° ��I ° � °� � �'' � ° °I a � a G I' ` ° `'� ° I , 8 5-� I I I � I I I ° � I I--I I I-I I I-I I 1 1/2" XPS FOAM INSULATION OVER DRAINAGE COMPOSITE
� �� � � � � i i ° I I I=I I I=I I I I � � � � � �° -I I I=I I I=I I I- LAYER OVER WATERPROOFING MEMBRANE OVER CONC WALL
' I I I RE : DEWATERING DRAWINGS FOR PERIMETER DRAINBOARD AND C O O Z A R C H I T E C T U R E
i i Illiii iii ii I ii iii iii ii
� i i � °A I I I I I I I 33 a I I I, I I I I I I I . 30.TYPICALRS AB ON GRADE SYSTEM FOR TIE BELOW GRADE.
I I I I I I I I T.O. SLAB LEVEL P2
� i L ----- I I 33 I I� ° I I I I I I I I I I I I I I I I I I a L a a a ° � � a � a a a ° ' �° ° ° '° � 1 I-I I I. VARIES REINFORCED CONCRETE SLAB ON GRADE OVER COMPACTED
__ � �-_______ __ - T.O. SLAB LEVEL P2 a a a a ° ° �° AGGREGATE BASE ON COMPACTED SOIL RE: STRUCT ; OVER
y - - -- - -- i � -�' n ° , � a a °a a a I I-I I-I�I-I��H- �g_p a °� ' � ° ° ' ° I I I I I I I I I I PERMANENT DEWATERING SYSTEM, RE : DEWATERING PLAN STRATA VAIL
a a
� ° I I I I I I I I I I I I a I I I I I I I I I I 31. FOUNDATION SINGLE SIDED SHORING SYSTEM WITH STEEL PILE, 1 00% CD�S
, a a � � , �
� ------------------ - ----------------- ---------- -----------------------��� � a � a
� i ' _ - - - ARKING 3 � I I I I I I I I I TIE BACKS AND WOOD LAGGING SYSTEM. SHEET TITLE:
i i � °a = 3 2.EXTERIOR WALL CONSTRUCTION WITH RAISED PANEL SIDIN G:
-I I II I I II I I I I I -I I I__I I I-I I I-
��� i i I I I ! I I I I I I I I I I � I I � I I I, � I I I I I I I I I I �"X3Y2" CEMENT BOARD TRIM � 4"o.c. HORIZONTAL SPACING WALL SECTIONS - BLDG A
�� � � � ! ! � � � � i °i ° I I I-I I I-I I I � � � � � � I I I-I I I-I I I FASTEN TO 2" GALVANIZED VERTICAL 'Z' GIRTS (W/ NEOPRENE
�.� Q3 � i i I i i i i i i i i I Q i i i i i i i i i i PADS), SPACED VERTICALLY � 16°o.c. WITH VAPOR
�� i i 34 � � � _ -I I I-I I I- T.O. SLAB LEVEL P3 34 � I-I I I-I I I- R 1 1AR ERONE WOOL
,^y -_ -_- __ _�- I�
___ � °' - _ _ _ _ _ _ � � , T.O. SLAB LEVEL P3 NSULATION BOARD OVER A R/MO STURE B RI , 5/8" EXT
a ------ - 65-9 - I�I I � -- VARIES
`�a ------------------ - ----------------- ---------- -------------------------- -------- ----- `s,, :�( ,` %ir i �;,�: ; �,.i �, � "�.' � ..i�' 1-���i �>ir i���` _ i m .. . � � ° a � �
- ----- �r._,:�, � . �, `, ,.� ;�,� �` Jv,�> , .,�_.� �;, � �,= �; I° a ° ° ° °�, � ;;,;� �� � D I GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
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�� o � o � o � o � o � o � o � c � o � o � � o � � __� � � o � o � 000 00 00 00 00 00 00 00 00 00 00 � 0 00 00 00 00 00 0 0 -- INSULATION VAPORBARRIER 5/8 GYPBD.
� � �o��g �oogo��go��go��go��go�� o��go��go��go �g �go _ I I I I I I I I I I I I �0000 � o�oogo�oogo�oogo�oo o�oogo�oogo��go��g ��go��go��go��go�oogo�� o��go��go��g ��go �o -�- I I I I I I I � � SCALE:AS Noted
�� !��O O p� O�J�n Q C�n�0 0��0 0��0 0��0 0 �����0 0 �0 0 0 0 0 0 �0 � I '(�O 0 0 �G C� D 0 0 �0 0 �0 0 C�,i�r��0 0��0 0��0 0� 0 0��0 0��0 0��0 0��0 0��0 0 �0 0��0 0��0 0� 0 0�0 ��O i 3 3.T R A F F I C B E A R I N G W A T E R P R O O F I N G M E M B R A N E -L E V E L S P 1 A N D
�� . , -��,�� oo � �o� o0 00 �_=: ���o 000 000 000 -I I I= I I� �000 00 oo�n000 000 0 ;� . �-oo 00 00 00 00 00 00 00 0 00 00 00 oa o I I I� I I=I I I����� P2 / RAMPS SHEET NUMBER:
d a d 4 ° a . a . a4 -- - - � �e � . IV ° . a a� d ° �. ° ° 0 4 . <�a ' -
a a dQ a . � . a 4 . Q a e . ° �
a a 9 � � a ° a a ° a � a o I � 34.CON ET�-�E ATING SEALER C� P3 SLAB ON GRADE
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PA TIAL EAST ELEV �l1/AI�I� S�E�C�IC��I a � a � , ���1I1�AL�L a���TIONa a a � a a a ; a
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�° I I I I I I I I I I I � � � � I I I I I I I I I I I I I I 35. COORDINATE BOTTOM OF HYDROCOIL DRAINAGE COMPOSITE \
a � a a
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a � a a - a a a, � a � �
3 � - -- �
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SCALE: 1� 4" = 1'-0" � � � � � , ^ ' °" --° -°- - _ ____ __ ° __-° I I I=I I I=I I I= 35 _ �' _° _ ;�_ ,� » __ _ ° ° °� _°-_-- I ------���----_°�---_ I'� � I I I I=I I I=I I I- 35 3 W/TEE CONNECTOR AND 4" PVC LATERAL DRAIN PIPE / ■
/ 0 2 4 8 � ---� __ t � I I I I I I I I I I I I I =� I i I I � __�_ � ���--�;�
I I I I I �� I I r I I � mTI I I I � I I I I I I �_ ELEVATIONS PER DEWATERING DRAWINGS.
1 HOUR EXTERIOR WALL ASSEMBLY PER F LAG N OT E S �
UL V454. SEE EXTERIOR ELEVATIONS
A5 A5.7 A5.9 A6 A6.2 A6.3 A7 14.6 15 15.3 15.4 15.7 16 16.8 17 FOR EXTERIOR MATERIAL OVER 1 1/2" 1. TYPICAL HIGH SLOPING ROOF CONSTRUCTION:
1 XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
5.02 BARRIER OVER EXTERIOR 5/8° TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1"
� 5 GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W/ 3" POLYISOCYANURATE INSULATION
A9.42 � FASTEN THRU 2Y2" LOOSE LAID POLYISOCYANURATE INSULATION,
= 16'-10" I R-19 BATT INSULATION, VAPOR
, - � BARRIER, 5/8" TYPE 'X' GYP BD. OVER 15LB ASPHALT IMPREGNATED AIR/VAPOR BARRIER OVER
�', .��: � , �" TYPE 'X' EXT. GLASS MAT SHEATHING INTO METAL DECK,
� � � � OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE ��C H I��C�U R�
__ _, ' - I PROOFING AT STEEL BEAM, COLUMN SUPPORTS AND UNDERSIDE
OF METAL DECK WITH METAL STUD CEILING FRAMING AND 5/8"
� � I I � SNOW FENCE TYPE 'X' GYP BOARD. (UL P732)
3 3003 Larimer Street
_ � 2. MAIN ENTRY ROOF CONSTRUCTION :
, - ��,_., � , STANDING SEAM ZINC METAL ROOF OVER 2 LAYERS HT Denv , Colorado 80205
I I I I I I � er
_ _�_ . ; _� _i_ _ _, � ;. __.,_ ��_ ; T.O. STEEL WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
I - MECHANICALLY FASTENED INTO 3"X6" NOMINAL STRUCTURAL WOOD Phone 303,861.5704
_ _ i 22 DECKING OVER MIN 6" NOMINAL WIDE HEAVY TIMBER STRUCTURAL
` A9.40 ROOF FRAMING, STEEL COLUMNS RE:STRUCT.
� ' � T.O. STEEL ( HEAVY TIMBER ROOF CONSTRUCTION )
I I-I�i-, , � SNOW FENCE �
= 3, FLAT ROOF CONSTRUCTION OVER METAL DECK:
I � - _ i RUBBER WALKWAY PADS ON 90 MIL EPDM ROOF MEMBRANE
I 5 - WDO HEAD N OVER 1/2" DENS DECK PRIME PROTECTION BOARD ON
A$•22 , TAPERED POLYISOCYANURATE INSULATION, 5° MIN � DRAIN,
� I 27 ON �" TYPE 'X' GYP. BD. OVER METAL DECK, OVER STEEL
s BEAM FRAMING RE STRUCT. SPRAY ON FIREPROOFING AT
4BR 10 �i STEEL BEAMS, COLUMNS AND UNDERSIDE OF METAL DECK.
�, � PA � � METAL CLG FRAMING AND �" TYPE 'X' GYP. BD. (UL P732)
� � A602 A8�22 7 N 4. BARREL VAULT ROOF CONSTRUCTION :
� STANDING SEAM COPPER METAL ROOF OVER 2 LAYERS HT
� A '� 4 WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
MECHANICALLY FASTENED INTO 3"X6" NOMINAL TONGUE AND
� 15 GLUE STRUCTURAL WOOD DECKING OVER MIN 6" NOMINAL
$ WIDE RADIUS STRUCTURAL GLB ROOF FRAMING OVER STEEL
T.O. SLAB LEVEL 6 BEAM SUPPORTS RE:STRUCT. ( HEAVY TIMBER ROOF CONST. )
� � ��5�5 lS�l� �)15�Q�1 �,5 5�15�5�5�1 � �- �l � � � � I I I I I SIM 158-3 5. TYPICAL ROOF BALCONY SOFFIT:
- li =
- - � = � CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
. 9 � 9 � � ', , �= I � WITH 5/8" X 3 1/2" CEMENTITIOUS BATTENS TRIM. PAINT.
a o° � o o c c � i � I ;,,� ���
� A9.42
A9.33 ; ', � ' WDO HEAD 6. TYPICAL EXTERIOR WALL CONSTRUCTION WITH CEMENTITIOUS �� �����
' � i ! i OR METAL PANEL SIDING; RE: ELEVATIONS � 1 1/2° STONE ��` � �
! � ' WOOL INSULATION BOARD W/ 2 VERTICAL Z GIRTS OVER � ������� ��
; � I�, z AIR/MOISTURE BARRIER, 5/8° EXT GLASS MAT SHEATHING, 6" � � �L������,� � �
3BR+L �� � METAL STUD, R-19 BATT INSULATION, VAPOR BARRIER, 5/8" �� ��� �
i 36-L � i IIi � TYPE 'X' GYP BD. RE: UL V454 FOR 1 HOUR RATED WALL � 2�� �� �
A504 - ! ! `i 7, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STONE VENEER: �
- i �i � STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH � � �
� a =
i
� _ � �6 MORTAR OVER VENTILATION MAT , 1 1/2" STONE WOOL ����' -� �
- � ' _ ! � INSULATION BOARD, AIR AND MOISTURE BARRIER, 5/8" EXT
; i i 14 GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATf
i
INSULATION, VAPOR BARRIER, 5/8" GYP BD. RE: UL V454 FOR 03.31.2014
J i li 07.15.2014
- i i i i --- - . ° T.O. SLAB LEVEL 5 1 HOUR RATED WALL
, I I _I I oI I oI � I I oI I I I I
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146-3 8. •
° 1 � � �'� � � � � � ��� � � �� ��� �C = x 3-COAT CEMENTITIOUS SYSTEM, EXPANDED METAL LATH, �"
� - i' EXTERIOR GLASS MAT SHEATHING, 2-PLY TYPE D ASPHALT
i �
� � - ! � � '� BUILDING PAPER, 1 1/2" STONE WOOL INSULATION BOARD, 1
5 � i i
A$22 ! ! � WDO HEAD �" VERTICAL 'Z' GIRTS, , AIR AND MOISTURE BARRIER, 5/8"
i � �i EXT GLASS MAT SHEATHING, 6° METAL STUD, R-19 BATT
5 i I �� INSULATION, VAPOR BARRIER, 5/8" GYP BD. �
A8. 2 i i �� � RE:UL V454 FOR 1 HOUR RATED EXTERIOR WALL.
qg 22 33gR� 6 i i II � g, TYPICAL EXTERIOR WALL CONSTRUCTION � CONCRETE CORE �
A$22 i �� WALL• EXTERIOR MATERIAL RE: ELEVATIONS, 1 1/2 STONE O
A404 i � WOOL INSULATION BOARD, AIR/MOISTURE BARRIER, 5/8
� � i N GYPSUM SHEATHING, 6" METAL STUD, R-19 BATT INSULATION, Q
- i i
i ; ', 16 °� 1/2" AIR SPACE, CONCRETE WALL, RE:STRUCT.
- 9 i 10. TYPICAL RESIDENTIAL WINDOW: Q
! METAL CLAD WOOD WINDOWS WITH INSULATION LOW E GLAZING
A8.22 ; !, 14
RE: ELEVATIONS FOR WINDOW TYPE AND OPERATION.
�
i _i I __ � T.O. SLAB LEVEL 4 �1. TYPICAL RESIDENTIAL UNIT PATIO DOORS: O
- -o o� ��o o�� ��-o o�� ! � a � ��o ��� ��-a o! ��-o o�� ��� � � U� N S� �lf J �1 (� ` U�S N S� 1�� J �1 (� � �l N S� (� �,(�� �1 � � �(�� ��S '� � 7 134-10 METAL CLAD WOOD IN-SWING OR SLIDING DOOR W� LOW E
0 0 0 , a o , - - _ - A9'32 ;�, GLAZING RE: PLANS FOR DOOR TYPE AND OPERATION. J
_ - i
_
i � i
�I � ^
u �--� i ! '"' 12, ALUMINUM LOW-RISE CURTAINWALL OR STOREFRONT WINDOW � O
; � i » WDO HEAD SYSTEM WITH 1" INSULATED LOW E GLAZING; RE :SCHEDULE
� i , 13. SAME AS #15 WITHOUT SNOWMELT TUBING SYSTEM U
� i
� � 10 14. TYPICAL EXPOSED BALCONY :
�
3BR+L i I � HEAVY DUTY TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE J
j � 36_� = i �, � OVER METAL DECK AND STEEL FRAMING RE: STRUCT. � �
! ' UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS SOFFIT �
� Q A304 I = � I �, PANEL BOARD OVER METAL STUD FRAMING.
i i I 24 � 15. EXTERIOR BALCONY OVER OCCUPIED SPACE W SNOWMELT : �
r i i / /
; ', � CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
�3 DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER '�
i i Ili 7 P R O T E C T I O N B O A R D B E D D E D I N R E I N F O R C E D W A T E R P R O O F
� � i i i MEMBRANE ON SLOPED CONCRETE TO DRAIN OVER METAL
I I In == i ! ! i T.O. SLAB LEVEL 3 DECK AND STEEL FRAMING RE: STRUCT. R-38 UNFACED HIGH
I I I I I I I I I I I I I I I ��Z ,�,� ��;�; )�� �,� ���} ,�,�j��;� �� � � � � S � � � ° 4 123-5 DENSITY BATT INSULATION WITH ASPHALT IMPREGNATED
`' - - � - A9.35 i' AIR/VAPOR BARRIER AT UNDERSIDE OF BALCONY METAL DECK.
� �� '''� ' � "' BALCONY GUARDRAILS:
16.
WDO HEAD VERTICAL WOOD POSTS W/ STEEL FLAT BAR INFILL SYSTEM.
,
PROVIDE HIGH PERFORMANCE ZINC PRIMER AND PAINT SYSTEM
2� ON ALL EXPOSED STEEL COMPONENTS. RE : A9.35
3BR+L ' I_ � 17. TYPICAL BALCONY SOFFIT:
3B-L i $ � CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
N WITH 5/8" X 3-1/2" CEMENTITIOUS BATTENS. PAINT.
� Q A204 �p � 18. PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE :
�
CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
� � DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
i 20 � 4 16 4" REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/
FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN
- T.O. SLAB LEVEL 2 REINFORCED WATERPROOF MEMBRANE ON SLOPING CONCRETE
��2_p STRUCTURAL SLAB TO DRAIN. RE: 1/A9.13
j � �� � � � � 0�R�11 �1� �� � � �l�l 1 �(�� �1 �1 Cl � t �� �l�l ll S � -�� �ll (�l�l�l �S ��� 1 A9.32
� � � � � � � � � � � 1 i_ _� �; - 0 19. EXTERIOR PLANTER OVER OCCUPIED SPACE � PLAZA :
i ° PLANTER SOIL W ROOT BARRIER ON DRAINAGE MAT FILTER
M � �
� FABRIC OVER 4'� REINFORCED SLOPING CONCRETE TOPPING
� -�- �0 _ i • SLAB TO DRAIN OVER DRAINAGE/FILTER FABRIC LAYER OVER
A8.20 PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
10 I I _ � MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB
A8.20 1 l - PLANTER SIDE WALLS SHALL INCLUDE DRAINAGE MAT FILTER
s FABRIC OVER PROTECTION BOARD OVER REINFORCED
9 I RETAIL� �, WATERPROOF MEMBRANE.
» COMMERCIAL 9
A8.20 i � A8.20 � 20.TYPICAL FLOOR CONSTRUCTION LEVEL 2 THRU 7:
12 i� FLOOR FINISH RE: SPECIFICATIONS OVER CONCRETE ON METAL
_. I _ _ DECK ON STEEL FRAMING RE: STRUCT, 2 HR SPRAY ON FIRE
i STONE CAP PROOFING AT STEEL FRAMING AND UNDERSIDE OF METAL DECK
, - 17 � T.O. STONE CAP WITH R-19 BATT INSULATION (2 HR, UL D779)
A8.20 18 c° 21. GYP BD CEILING OVER CLG SUPPORT SYSTEM SUSPENDED ON
- - I - T.O. SLAB LEVEL 1 WIRE HANGERS ATTACHED TO UNDERSIDE OF METAL DECK, RE:
, �
__� _ _ a �tl c a 100-0
� a � , ° ° a ° a e UNIT CEILING PLANS FOR HEIGHTS, R-19 SOUND BATT
� ° ° a � INSULATION ATTACHED TO UNDERSIDE OF METAL DECK.
' ' II
a � 4 I � � � ° � ° a� � I I I I I I I I I I I I 22.SNOW FENCE BRACKET MOUINTED TO STEEL BEAMS AND IN
I I I I I I I I I PLANE WITH THE EXTERIOR WALL RE: ROOF PLAN AND STRUCT.
PARKING 1 4 ° a I - - 2$
� IA9.13 � I I I I I I I I I 23.HORIZONTAL DEFLECTION JOINT WITH BY-PASS STUD FRAMING PROJ. NO. 17004.00
I I I I I I I I I PROVIDE MINERAL WOOL INSULATION IN THE SLAB EDGE VOID,
= ELASTOMERIC SPRAY AND ASSOCIATED COMPONENTS PER DRAWN: RW
I I I I I I I I I � UL SYSTEM CW-S-1021. RE: SHEET A9.21
� I I I=I I I=I I I-� 24.SANDSTONE SILL PIECE CHECKED: �M
I I I I I I I I I I I I I I I I I I 25 SARB EDGELVOIDL P OVIDE MINERA LW O�RNSULATION IN THE„ CADD FILE: .CIWg
� I I I I I-I I I I I BOTTOM STUD TRACK WITH ELASTOMERIC SPRAY COATING AT DATE: 1 Z ZO ZO13
� � I I I=I I I=I I I= 1 HOUR RATED EXTERIOR WALL LOCATIONS ONLY. � �
�' a I I I I I I I I I I UL CW-S-0003 RE: SHEET A9.21 REVISIONS:
a 33 ° I I I I I I I I I 26.PROMONADE STYLE DECK DRAIN AND OVERFLOW RE:PLUMBING
� I I I T.O. SLAB LEVEL P1 27,COPPER GUTTER AND COPPER DOWNSPOUT WITH 2 LINES OF Q1 ADDENDUM 1 01/24/2014
�- i i --i i
o I I a a VARIES HEAT TRACE IN THE GUTTERS RE: ELEC
� 4 � a a 4 a i � a � n a ° � i° , � a � � I I I-I I I-I I I- i 31 28.TYPICAL BELOW GRADE WALLS : Q3 ASI 001 FOR CONSTRUCTION
� � � I I I I I I I I I I S NGLEE DED USHORING SYSTEM RES 13U 17/A9.13 07/15/2014
.� PARKING 2
g, � ° I-I I I-I I I-I I 1 1/2" XPS FOAM INSULAl10N OVER DRAINAGE COMPOSITE
� � LAYER OVER WATERPROOFING MEMBRANE OVER CONC WALL
` I II � III II �
' RE : DEWATERING DRAWINGS FOR PERIMETER DRAINBOARD AND COOZ ARCHITECTURE
� ° I I I� � �I I I� � �I I I DEWATERING UNDERDRAIN SYSTEM FOR TIE BELOW GRADE.
� 33 � I I I I I I I I I 30.TYPICAL SLAB ON GRADE
� ' � I I II T.O. SLAB LEVEL P2 REINFORCED CONCRETE SLAB ON GRADE OVER COMPACTED
� s � � � a ° � �� VARIES AGGREGATE BASE ON COMPACTED SOIL RE: STRUCT ; OVER STRATA VAIL
� - �� a ° a a ° ja , ° ° , a ° � � ° a ° a a I I I I I I I I I I PERMANENT DEWATERING SYSTEM, RE : DEWATERING PLAN
� � ° � � � � ' ° I I I I I I I I 3 1. F O U N D A T I O N S I N G L E S I D E D S H O R I N G S Y S T E M W I T H S T E E L P I L E, 1 O O% C D�S
� ° I I I I I I I I I I TIE BACKS AND WOOD LAGGING SYSTEM. ,
� P A R K I N G 3 a - - - S H E E T T I T L E.
I I I I=I I I=I I I 32.EXTERIOR WALL CONSTRUCTION WITH RAISED PANEL SIDING:
� 0 I I I I I I I I I I �"X3Y�" CEMENT BOARD TRIM � 4"o.c. HORIZONTAL SPACING WALL SECTIONS - BLDG A
�� �a I I I I I I I I I FASTEN TO 2" GALVANIZED VERTICAL 'Z' GIRTS (W/ NEOPRENE
°� Q3 PADS), SPACED VERTICALLY � 16"o.c. WITH VAPOR
~° 34 � I I I I II I I I I I I I I I I I I PERMEABLE AIR BARRIER BLACK OVER 1 1/2" STONE WOOL
INSULATION BOARD OVER AIR/MOISTURE BARRIER, 5/8" EXT
�-- I I I I I-I I I-I I T.O. S L A B L E V E L P 3 y
�y i ° ° ° � VARIES - 9 BATT
I , ° � GLASS MAT SHEATHING, 6 METAL STUD, R 1
a a a ° a,. ° � ,_ � �J 0° 0� 00�I'�o INSULATION VAPOR BARRIER 5/8" GYP BD
,_>, ,�,: .,� , :,.,:. ',�°,=.;� =@�.ii ✓`>�:��J ;, .,.., s.!7 f�i`,)�i�F U����Oi" �I .i,�:;!„I"�Ciii�-�J ��� i<i���..I"��;I .....-.,�i.i�� �!'. �" ,�,i� .�. Jn-��.����0 O �O�°"J O O O O�U ! f �
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° ° ° ° � ° ° ° ° ° � ° � a 34.CONCRETE-P�E�IE,TRATING SEALER � P3 SLAB ON GRADE
PA RT I AL EAST E L E . WAL L S ECT I O N � � � � a °� � � � � �� � � � n � � � � � � � � a � �� � a � � � i i � � � � -�� �.�-,. ��,��,�:-,
a �
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e° 4 a
2 n , y � n , n °° ° , a� a � ° a , - - - W TEE CONNECTOR AND 4" PVC LATERAL DRAIN PIPE
- - I � � III I � � � �
- - ■
S C A L E: 1 4 - 1 0 S C A L E: 1 4 - 1 0 3
/ 0 2 4 8 / 0 2 4 8 � � � � � � � � i � �
L ' E L E V A T I O N S P E R D E W A T E R I N G D R A W I N G S. ��,�_�-�
� � �
u u i
1 HOUR EXTERIOR WALL ASSEMBLY PER F LAG N OT E S �
UL V454. SEE EXTERIOR ELEVATIONS
A7.9 A8 A8.1 A9 A9.2 1 .6 1 1 .3 15 4 15 7 1 16.8 17 FOR EXTERIOR MATERIAL OVER 1 1/2" 1. TYPICAL HIGH SLOPING ROOF CONSTRUCTION:
1 XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
5.03 - - BARRIER OVER EXTERIOR 5/8° TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1"
- - - - GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W/ 3" POLYISOCYANURATE INSULATION
- � R-19 BATT INSULATION, VAPOR FASTEN THRU 2Y2" LOOSE LAID POLYISOCYANURATE INSULATION,
4 BARRIER, 5/8" TYPE 'X' GYP BD. OVER 15LB ASPHALT IMPREGNATED AIR/VAPOR BARRIER OVER
I I !_-' � � �" TYPE 'X' EXT. GLASS MAT SHEATHING INTO METAL DECK,
�
--- -- - OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE
' RflCHI1ECtURE
-
I , � PROOFING AT STEEL BEAM, COLUMN SUPPORTS AND UNDERSIDE
``-�_� OF METAL DECK WITH METAL STUD CEILING FRAMING AND 5/8"
IJ I TYPE 'X' GYP BOARD. (UL P732)
`-i' � SNOW FENCE 3003 Larimer Street
I � � �> � � 2. MAIN ENTRY ROOF CONSTRUCTION :
STANDING SEAM ZINC METAL ROOF OVER 2 LAYERS HT Denver, Colorado 80205
-I- - "_- I � �` T.O. STEEL WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
� MECHANICALLY FASTENED INTO 3"X6" NOMINAL STRUCTURAL WOOD Phone 303,861.5704
r DECKING OVER MIN 6" NOMINAL WIDE HEAVY TIMBER STRUCTURAL
�-o' 22
\ � _ I I ROOF FRAMING, STEEL COLUMNS RE:STRUCT.
� � - I 9.4 I T.O. STEEL ( HEAVY TIMBER ROOF CONSTRUCTION )
-,-,
�I I_ _ BYLN SYSTEM � 3, FLAT ROOF CONSTRUCTION OVER METAL DECK:
� � RUBBER WALKWAY PADS ON 90 MIL EPDM ROOF MEMBRANE
I $ WDO HEAD N OVER 1/2" DENS DECK PRIME PROTECTION BOARD ON
c I ° � 5 - TAPERED POLYISOCYANURATE INSULATION, 5° MIN � DRAIN,
� 5 �`� / qg,22 I ON �" TYPE 'X' GYP. BD. OVER METAL DECK, OVER STEEL
I �� I I qg,�2 � I � I I I � I I I BEAM FRAMING RE STRUCT. SPRAY ON FIREPROOFING AT
\� � A$22 � � 4 gR >> STEEL BEAMS, COLUMNS AND UNDERSIDE OF METAL DECK.
I �� PA A$2 METAL CLG FRAMING AND �" TYPE 'X' GYP. BD. (UL P732)
,// �/ A��2 � � A602 8 �, � 4. BARREL VAULT ROOF CONSTRUCTION :
� _ _ I � ;�, STANDING SEAM COPPER METAL ROOF OVER 2 LAYERS HT
� I � I , I I I I I I I � WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
� �6 MECHANICALLY FASTENED INTO 3 X6 NOMINAL TONGUE AND
15 GLUE STRUCTURAL WOOD DECKING OVER MIN 6" NOMINAL
' 6 WIDE RADIUS STRUCTURAL GLB ROOF FRAMING OVER STEEL
_ ^ I ' g� T.O. SLAB LEVEL 6 BEAM SUPPORTS RE:STRUCT. ( HEAVY TIMBER ROOF CONST. )
0 o a - -
� . o ,
-_ - _ � � � - � � ���� � � � � � �� i����, , �_ _ �� I 158-3 5. TYPICAL ROOF BALCONY SOFFIT:
I � � __ � 3 o CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
I I �_- =�
i � �'��- .� A9.40 i WITH 5/8" X 3 1/2" CEMENTITIOUS BATTENS TRIM. PAINT.
- -�->,� "' `��
�
' WDO HEAD 6. TYPICAL EXTERIOR WALL CONSTRUCTION WITH CEMENTITIOUS ��� � ���
� 5 OR METAL PANEL SIDING; RE: ELEVATIONS : 1 1/2° STONE � �
`�� 5 , � qg.22 ' I WOOL INSULATION BOARD W/ 2" VERTICAL 'Z' GIRTS OVER „ �� ������� �
A$:22 I o AIR/MOISTURE BARRIER, 5/8 EXT GLASS MAT SHEATHING, 6 � � �L������,� �
� I I I I I I I
r\� I 6 � 36R+L 5 i METAL STUD, R-19 BATT INSULATION, VAPOR BARRIER, 5/8" �� ��� �
,'� \� $ A$•22 �\ 3C-L A$22 j � TYPE 'X' GYP BD. RE: UL V454 FOR 1 HOUR RATED WALL � 2�� �� �
�
, A8.22 � A504 �� 7, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STONE VENEER:
�' -- � �"-� STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH �.� � �/fj� /�,�
� '� I I I I `i MORTAR OVER VENTILATION MAT , 1 1/2" STONE WOOL h�'°�•��' -� �y ' "�`
�� � �6 � INSULATION BOARD, AIR AND MOISTURE BARRIER, 5/8" EXT
8 GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATf
�� A8.22 I I INSULATION, VAPOR BARRIER, 5/8" GYP BD. RE: UL V454 FOR 03.31.2014
� T.O. SLAB LEVEL 5 1 HOUR RATED WALL 07.15.2014
o i I o o I I_ o i I � <<; ; ,°I 7 146-3 g, TYPICAL EXTERIOR WALL CONSTRUCTION N►ITH STUCCO :
� � a � 41 L U 41 U � 1 �S (� U5 11 ��� - = Ag 32 x 3-COAT CEMENTITIOUS SYSTEM, EXPANDED METAL LATH, �"
I L=� I I i ' = = K' EXTERIOR GLASS MAT SHEATHING 2-PLY TYPE D ASPHALT
i ,
I �
"' BUILDING PAPER, 1 1/2" STONE WOOL INSULATION BOARD, 1
� � $ WDO HEAD �" VERTICAL 'Z' GIRTS, , AIR AND MOISTURE BARRIER, 5/8"
.
� EXT GLASS MAT SHEATHING, 6° METAL STUD, R-19 BATT
�� ,'� I �� I INSULATION, VAPOR BARRIER, 5/8" GYP BD. �
I �` I '� I I � I I 3BR+L I I I I I i, RE:UL V454 FOR 1 HOUR RATED EXTERIOR WALL.
' �� � 3C-L � 9. TYPICAL EXTERIOR WALL CONSTRUCTION � CONCRETE CORE �
,' � I _ WALL: EXTERIOR MATERIAL RE: ELEVATIONS, 1 1/2" STONE O
/ , � �� � � A405 lo N � WOOL INSULATION BOARD, AIR/MOISTURE BARRIER, 5/8"
_ GYPSUM SHEATHING, 6 METAL STUD, R-19 BATT INSULATION, Q
� I I I I I I � 1/2" AIR SPACE, CONCRETE WALL, RE:STRUCT. �
I �6 10. TYPICAL RESIDENTIAL WINDOW:
14 METAL CLAD WOOD WINDOWS WITH INSULATION LOW E GLAZING �
,
RE: ELEVATIONS FOR WINDOW TYPE AND OPERATION.
� T.O. SLAB LEVEL 4 �1. TYPICAL RESIDENTIAL UNIT PATIO DOORS:
- - o! I,o a �� ��-o o! ! _ 134-10
o � o � ? �J ���((J�J1 N�Jl� - '� METAL CLAD WOOD IN-SWING OR SLIDING DOOR W� LOW E
� � � � � � ' - � - � GLAZING RE: PLANS FOR DOOR TYPE AND OPERATION. J
- -
i
� I I ��� I I � M O
I�I 12. ALUMINUM LOW-RISE CURTAINWALL OR STOREFRONT WINDOW
-J
»
�
WDO HEAD SYSTEM WITH 1 INSULATED LOW E GLAZING• RE :SCHEDULE
I �
�\ , I �
13. SAME AS #15 WITHOUT SNOWMELT TUBING SYSTEM U
, ,' \ �� 14. TYPICAL EXPOSED BALCONY : ••
\� '� � 3BR+L I � HEAVY DUTY TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE � J
�' I �'� i I � I I 3C-L I I I I � OVER METAL DECK AND STEEL FRAMING RE: STRUCT. �
� \ A305 I � UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS SOFFIT
\ � �
I 10 N PANEL BOARD OVER METAL STUD FRAM NG. �
,�' `� , /
� 15. EXTERIOR BALCONY OVER OCCUPIED SPACE W/ SNOWMELT :
- � 16 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON ��
I I I I I I DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
I _ 14 PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
T.O. SLAB LEVEL 3 MEMBRANE ON SLOPED CONCRETE TO DRAIN OVER METAL
123-5 DECK AND STEEL FRAMING RE: STRUCT. R-38 UNFACED HIGH
��a � � i � 1S�1S1 S111S2S�(S1�7�5UU 1SliU uN�SUS�� S�1SU5f'SiTS1�SlS��51�U �li �Sl�lS1S�SlS�1�1S�SlSISlS�S1�(S�S�� (�(S �(S111�1 ��l �lS1S�P�SI L,�',��� _ �° DENSITY BATT INSULATION WITH ASPHALT IMPREGNATED
� _ - = � AIR�VAPOR BARRIER AT UNDERSIDE OF BALCONY METAL DECK.
�
I I I 1 I I WDO HEAD 16. BALCONY GUARDRAILS:
VERTICAL WOOD POSTS W/ STEEL FLAT BAR INFILL SYSTEM.
5 PROVIDE HIGH PERFORMANCE ZINC PRIMER AND PAINT SYSTEM
� L \� 2� As.22 I ��
� ON ALL EXPOSED STEEL COMPONENTS. RE : A9.35
� �S$•22 6 � 36R+L 6 BOTTOM OF SOFFIT `i' 17. TYPICAL BALCONY SOFFIT:
3C-L CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
I I �, A$'22 I � I I I I A$•22 I I I BEYOND z WITH 5/8" X 3-1/2" CEMENTITIOUS BATTENS. PAINT.
� A205 N � 18. PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE :
a A8.2� , 10 �
� 7 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
A8•22 7 DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
20 4" REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/
I I I I I I ` ! 8 FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN
T.O. SLAB LEVEL 2 REINFORCED WATERPROOF MEMBRANE ON SLOPING CONCRETE
�3 ��2_� STRUCTURAL SLAB TO DRAIN. RE: 1/A9.13
i � o � o �1 v� 2 2�1 S�� SZ A � ��1 �1�l A �l� S 0 l(�1 � � � T � ��.� 1 �1 � 1� 1 l J (� � � (D - �_
� � � � A9. 2 19. EXTERIOR PLANTER OVER OCCUPIED SPACE � PLAZA :
PLANTER SOIL W/ROOT BARRIER ON DRAINAGE MAT/FILTER
I WDO HEAD FABRIC OVER 4'� REINFORCED SLOPING CONCRETE TOPPING
I � � I I I 10 SLAB TO DRAIN OVER DRAINAGE/FILTER FABRIC LAYER OVER
A8.20 EXTERIOR LIGHT FIXTURE PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
I MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB
10 z PLANTER SIDE WALLS SHALL INCLUDE DRAINAGE MAT FILTER
A8.20 - � RETAIL,� A8.20 ° FABRIC OVER PROTECTION BOARD OVER REINFORCED
A8.2o COMMERC;IAL o N WATERPROOF MEMBRANE.
I I » I i 0 I i i � �2 ;�
A8.20 20.TYPICAL FLOOR CONSTRUCTION LEVEL 2 THRU 7:
FLOOR FINISH RE: SPECIFICATIONS OVER CONCRETE ON METAL
DECK ON STEEL FRAMING RE: STRUCT, 2 HR SPRAY ON FIRE
� » � 18 T.O. STONE CAP PROOFING AT STEEL FRAMING AND UNDERSIDE OF METAL DECK
� A$•2� WITH R-19 BATT INSULATION (2 HR, UL D779)
1_ --` =- - -------- - � I I I e_ . o.. � I -_.o �- u '_ ❑ o
� j � 21. GYP BD CEILING OVER CLG SUPPORT SYSTEM SUSPENDED ON
\ \ � '� I I I� I N T.O. SLAB LEVEL 1 WIRE HANGERS ATTACHED TO UNDERSIDE OF METAL DECK, RE:
� ¢ �
� a aa a, a ° °� � 100-0 UNIT CEILING PLANS FOR HEIGHTS, R-19 SOUND BATT
---------------�-�------------- ---------- ° ° - - - -
- a � �
----------------- - ` - - -
--------- ----------- - ° INSULATION ATTACHED TO UNDERSIDE OF METAL DECK
, � �
� , , � , � �
a y �' � I I I I I I I I I I I I I I I I I I I I 22.SNOW FENCE BRACKET MOUINTED TO STEEL BEAMS AND IN
� , PLANE WITH THE EXTERIOR WALL RE: ROOF PLAN AND STRUCT.
II II � III II � I
I I I I I I I I A9• 3 �� =I I I=I I I=I I I
� 23.HORIZONTAL DEFLECTION JOINT WITH BY-PASS STUD FRAMING PROJ. NO. 17004.00
a a - I I II I I I I I I I I I I II I I I PROVIDE MINERAL WOOL INSULATION IN THE SLAB EDGE VOID,
a 2 E L A S T O M E R I C S P R A Y A N D A S S O C I A T E D C O M P O N E N T S P E R D R A W N: R W
I A UL SYSTEM CW-S-1021. RE: SHEET A9.21
I I I � i I PARKING 1 I I I I � I I I I I I I I I I I I I I I I I I I `� 24.SANDSTONE SILL PIECE CHECKED: JM
0 25.HORIZONTAL DEFLECTION JOINT AT PLATFORM FRAMING WITH 1" CADD FILE: CIW
I I I I I I I I I SALB EDGE VOID; PROVIDE MINERAL WOOL INSULATION IN THE • g
� ��4 I I I I I I I I I I BOTTOM STUD TRACK WITH ELASTOMERIC SPRAY COATING AT DATE: 1 Z ZO ZO13
� =I I I=I I I=I I I 1 HOUR RATED EXTERIOR WALL LOCATIONS ONLY. � �
�' ° aa I I I I I I I I I I UL CW-S-0003 RE: SHEET A9.21 REVISIONS:
n I I I I I I I I 33 I I I I I I I I I I I I 26.PROMONADE STYLE DECK DRAIN AND OVERFLOW RE:PLUMBING
� ________ ___________ _ ° I I I-I I I-I I I-I T.O. SLAB LEVEL P1 27•COPPER GUTTER AND COPPER DOWNSPOUT WITH 2 LINES OF Q1 ADDENDUM 1 01/24/2014
o ------ --------- ------------------------------- - � HEAT TRACE IN THE GUTTERS E. ELEC
----------- a a a a � � ° i
� � ° � a ° ° � ' -I� I�� I VARIES
� -------- ----------- __________________ �____________ � a ;a � � a ° ° a � ° a � a ° a �. �a � I , i 31 28.TYPICAL BELOW GRADE WALLS : Q3 ASI 001 FOR CONSTRUCTION
� ------------ �
° ° ` ° ' ' � � � CONCRETE FOUNDATION WALL RE: STRUCT : 07/15/2014
� �� ��
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� I I I I I I � I I I I I a , 1 1/2 XPS FOAM INSULAT10N OVER DRAINAGE COMPOSITE
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� � � � � � � � � � � RE : DEWATERING DRAWINGS FOR PERIMETER DRAINBOARD AND O
� � ° ' I I I I I I I I I DEWATERING UNDERDRAIN SYSTEM FOR TIE BELOW GRADE.
� � ' I I I I I I I I I I 30.TYPICAL SLAB ON GRADE
� I I I I I ' I I I 33 I I I �� I I I-I I I-I I I REINFORCED CONCRETE SLAB ON GRADE OVER COMPACTED STRATA VAIL
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' PARKING 3 �� ' =I I I I I I I I I=I I I z 32.EXTERIOR WALL CONSTRUCTION WITH RAISED PANEL SIDING: SHEET TITLE:
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° I I I-I I I-I I I PERMEABLE AIR BARRIER BLACK OVER 1 1/2" STONE WOOL
- - � - � ° I� I N S U L A T I O N B O A R D O V E R A I R/M O I S T U R E B A R R I E R, 5/8" E X T
N�' ° GLASS MAT SHEATHING 6" METAL STUD R-19 BATT
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1 HOUR EXTERIOR WALL ASSEMBLY PER F LAG N OT E S �
UL V454. SEE EXTERIOR ELEVATIONS
FOR EXTERIOR MATERIAL OVER 1 1/2" �, npICAL HIGH SLOPING ROOF CONSTRUCTION:
XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
BARRIER OVER EXTERIOR 5/8" TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1°
GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W/ 3" POLYISOCYANURATE INSULATION
A10 10.1 10.8 A11 Al2 15 15.3 15.4 1 .7 16 ZINC PANEL R-19 BATT INSULATION, VAPOR FASTEN THRU 2�" LOOSE LAID POLYISOCYANURATE INSULATION,
� _ � �_ _ BARRIER, 5/8" TYPE 'X' GYP BD. OVER 15LB ASPHALT IMPREGNATED AIR/VAPOR BARRIER OVER
14
�" TYPE 'X' EXT. GLASS MAT SHEATHING INTO METAL DECK,
OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE A fl C H I 1 E C t U R E
� '� - '� PROOFING AT STEEL BEAM, COLUMN SUPPORTS AND UNDERSIDE
� � I = I I 15 15.3 15.7 16 16.8 17 OF METAL DECK WITH METAL STUD CEILING FRAMING AND 5/8"
� TYPE 'X' GYP BOARD. UL P732
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A9..41 5 O O O � )
I I I I
,-� � I I A9'41 3 Larimer treet
2. MAIN ENTRY ROOF CONSTRUCTION :
;= � �
STANDING SEAM ZINC METAL ROOF OVER 2 LAYERS HT Denver, Colorado 80205
;= o -- o � � WATERPROOF MEMBRANE, OVER �" FRT PLYW000 SHEATHING
= - - ------------------------------------------- � I � MECHANICALLY FASTENED INTO 3"X6" NOMINAL STRUCTURAL WOOD Phone 303,861.5704
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I I I _ I I I I I I I DECKING OVER MIN 6" NOMINAL WIDE HEAVY TIMBER STRUCTURAL
,,� � 5 04 � 5.04 - � ROOF FRAMING, STEEL COLUMNS RE:STRUCT.
, / � _ _ _ _ _ _ _ � ( HEAVY TIMBER ROOF CONSTRUCTION )
I �'�,� � � I I - - - - - - - � � 5 3. FLAT ROOF CONSTRUCTION OVER METAL DECK:
� �,,='�� ��� � I
� � I RUBBER WALKWAY PADS ON 90 MIL EPDM ROOF MEMBRANE
\ I � � I I I I I 10 ' 1 I 1 OVER 1/2" DENS DECK PRIME PROTECTION BOARD ON
J� � I I _ I A9.41 I I TAPERED POLYISOCYANURATE INSULAl10N, 5" MIN � DRAIN,
I I I ON �" TYPE �X� GYP. BD. OVER METAL DECK, OVER STEEL
'� I I BEAM FRAMING RE STRUCT. SPRAY ON FIREPROOFING AT
STEEL BEAMS, COLUMNS AND UNDERSIDE OF METAL DECK.
� � � I I I � I METAL CLG FRAMING AND �" TYPE �X� GYP. BD. (UL P732)
�i � � I I I I I _ I I 16 I � � � I 4. BARREL VAULT ROOF CONSTRUCTION :
� � - 16 � _ _� i _ A8•2 � � � � � T.O. STEEL STANDING SEAM COPPER METAL ROOF OVER 2 LAYERS HT
� A8.25 �` � � WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
� I I 5 MECHANICALLY FASTENED INTO 3"X6" NOMINAL„TONGUE AND
� I I I I N GLUE STRUCTURAL WOOD DECKING OVER MIN 6 NOMINAL
WIDE RADIUS STRUCTURAL GLB ROOF FRAMING OVER STEEL
I I I I I I - I ' = �n BEAM SUPPORTS RE:STRUCT. ( HEAVY TIMBER ROOF CONST. )
' II
I
I I I I , 5, TYPICAL ROOF BALCONY SOFFIT:
-, WDO HEAD CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
` � I I WITH 5/8� X 3 1/2" CEMENTITIOUS BATTENS TRIM. PAINT.
�� i � I I I z I z �<�.
� � \ I I I I I I 6. TYPICAL EXTERIOR WALL CONSTRUCTION WITH CEMENTITIOUS �� ��� �
� � � , � I I 1 I _ I I M 12 � ' �O M � �
�� � � � I I 3 BRi ZINC PANEL 3 BR A$•25 OR METAL PANEL SIDING; RE: ELEVATIONS : 1 1/2 STONE ��` � �
12 I I PE PE 4 SIM WOOL INSULATION BOARD W/ 2" VERTICAL 'Z' GIRTS OVER n � �� ������� ��
' ` A8.25 I I A603 _ A603 AIR/MOISTURE BARRIER, 5/8 EXT GLASS MAT SHEATHING, 6 � � �L������,� � „
� � � 1 � �5 I A9.3 N METAL STUD, R-19 BATT INSULATION, VAPOR BARRIER, 5/8" �� ��� �
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� 1 I I I 1 I I � I I I � ! I <: I 7, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STONE VENEER: �
I I 6 � � 15 I ' STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH �.� � �/fj�
A9.20 A$2� i - MORTAR OVER VENTILATION MAT , 1 1/2" STONE WOOL h�'�•��' -� ��' ' "�
L - - - J �6 T.O. SLAB LEVEL 6 � �- T.O. SLAB LEVEL 6 INSULATION BOARD, AIR AND MOISTURE BARRIER, 5/8° EXT
0
0 0 ° ° � ° ° -- � � _ ° ° ' � � 158-3 GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
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WDO HEAD
� WDO HEAD EXTERIOR GLASS MAT SHEATHING, 2-PLY TYPE D ASPHALT
, \
� A8.22 BUILDING PAPER, 1 1/2" STONE WOOL INSULATION BOARD, 1
� \ I I 16 �" VERTICAL 'Z' GIRTS, , AIR AND MOISTURE BARRIER, 5/8"
� i I A8'22 2� STUDIO I I I I 7 ° STUDIO I I I o EXT GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
� A8.2 SF `V SE 2 � � INSULATION, VAPOR BARRIER, 5/8" GYP BD. �
\ RE:UL V454 FOR 1 HOUR RATED EXTERIOR WALL.
� � A506 A$22 10 N A507 A8'22 11 �, g, TYPICAL EXTERIOR WALL CONSTRUCTION � CONCRETE CORE
O� I � WALL• EXTERIOR MATERIAL RE: ELEVATIONS, 1 1/2 STONE
I I I I I � ° I � I I I I I WOOL INSULATION BOARD, AIR/MOISTURE BARRIER, 5/8"
�6 1 6 G Y P S U M S H E A T H I N G, 6 M E T A L S T U O, R-1 9 B A T T I N S U L A T I O N,
11 1/2" AIR SPACE, CONCRETE WALL, RE:STRUCT. �
i A8.03 14
T.O. SLAB LEVEL 5 T.O. SLAB LEVEL 5 ��• �ICAL RESIDENTIAL WINDOW:
146-3 METAL CLAD WOOD WINDOWS WITH INSULATION LOW E GLAZING �
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- ° ° _ � � :: � = �;� = A9.33 i' L I I �_� I i' 11. TYPICAL RESIDENIIAL UNIT PATIO DOORS:
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GLAZING RE: PLANS FOR DOOR TYPE AND OPERATION. J
i � 5
� - qg,22 WDO HEAD 12. ALUMINUM LOW-RISE CURTAINWALL OR STOREFRONT WINDOW O
SYSTEM WITH 1" INSULATED LOW E GLAZING; RE :SCHEDULE ' `
� � � I I x I I = 13. SAME AS #15 WITHOUT SNOWMELT TUBING SYSTEM v
� I � STUDIO I I I I �' STUDIO I I I I ;'
� i � , SF SE �� L 14. TYPICAL EXPOSED BALCONY : ••
\ I \ A406 � � N A407 N HEAVY DUTY TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE J
� � � �� � � OVER METAL DECK AND STEEL FRAMING RE: STRUCT. � �
I I �6 16 PANELSBOARDX OVER METALTSTUD �RAMING.MTITIOUS SOFFIT �
I I I I � I I I I I 5 15. EXTERIOR BALCONY OVER OCCUPIED SPACE W SNOWMELT : �
� A .33 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON �
� 14 ��
� T.O. SLAB LEVEL 4 � T.O. SLAB LEVEL 4 DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
; � �I I o , � I I-I I o � � , �, � � I �- �71 U�(�1 , (lN v �l IS�1 (N�L � l(�1 1�� .�11 C� (N� - - _ 134-10 T_ � 1 _� J �� - 134-10
_ ✓ �� . I I s ' ' ° ° ° ° ° PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
o „ n - II = M �j I � _ = I � MEMBRANE ON SLOPED CONCRETE TO DRAIN OVER METAL
� _ , i ; I i DECK AND STEEL FRAMING RE: STRUCT. R-38 UNFACED HIGH
I�I � , "� DENSITY BATT INSULATION WITH ASPHALT IMPREGNATED
�u� � WDO HEAD WDO HEAD AIR/VAPOR BARRIER AT UNDERSIDE OF BALCONY METAL DECK.
I �� 16. BALCONY GUARDRAILS:
� 2� - 2� VERTICAL WOOD POSTS W/ STEEL FLAT BAR INFILL SYSTEM.
� � TUDIO I �' STUDIO I i� PROVIDE HIGH PERFORMANCE ZINC PRIMER AND PAINT SYSTEM
� � SF I I I 10 F � I $E I I I I N � ON ALL EXPOSED STEEL COMPONENTS. RE : A9.35
\ \ A306 N A307 11 °O 17. TYPICAL BALCONY SOFFIT:
� � � � 20 � °O � �- CEMENIITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
I � 24 �6 WITH 5/8" X 3-1/2" CEMENTITIOUS BATTENS. PAINT.
i I � - - - J - - - � 20 � � II 5 18 CONCRETE PAVERSKON SAND BED WITHAS OWMELTATUBING ON
� I I I I 3 2 I I I DRAINAGE FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
A8.03 - A9.34 �
I I I T.O. SLAB LEVEL 3 I " T.O. SLAB LEVEL 3 4" REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/
` � -, � -- - - � ���� a ' �'' 123-5 � ° � 123-5 FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN
� � � - �� �_ �,� ' ° � � � - ( ( l L 1v 1 �� ��� Z ' �I`u �C G � > > ��' ' � � � ' ,u CIu � � ° ° � REINFORCED WATERPROOF MEMBRANE ON SLOPING CONCRETE
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�
0 I I �i i I I I I j I 19. EXTERIOR PLANTER OVER OCCUPIED SPACE � PLAZA :
vi i WDO HEAD PLANTER SOIL W/ROOT BARRIER ON DRAINAGE MAT/FILTER
I _ � 4 �_ FABRIC OVER 4" REINFORCED SLOPING CONCRETE TOPPING
� � � A5.17 SLAB TO DRAIN OVER DRAINAGE/FILTER FABRIC LAYER OVER
� � I � STUDIO 17 �' PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
� i ' � � � � � ' � � SA � � � � MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB
� �� � � � I I I �� oo PLANTER SIDE WALLS SHALL INCLUDE DRAINAGE MAT FILTER
, , / � • j� A206 FABRIC OVER PROTECTION BOARD OVER REINFORCED
� � i � -
s - �
WATERPROOF MEMBRANE.
, . �
� A8.20 . . I .
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' ° 16 20.TYPICAL FLOOR CONSTRUCTION LEVEL 2 THRU 7:
9 �! -
� � = ' FLOOR FINISH RE: SPECIFICATIONS OVER CONCRETE ON METAL
I I I � i ! = � I I I I A9S33 I
DECK ON STEEL FRAMING RE: STRUCT, 2 HR SPRAY ON FIRE
� � � qg.2p 9 ! T.O. SLAB LEVEL 2 T.O. SLAB LEVEL 2 PROOFING AT STEEL FRAMING AND UNDERSIDE OF METAL DECK
A8•2 - � - 0 12_p WITH R-19 BATT INSULATION (2 HR, UL D779)
� o 0 4 5 � 2 112-0 u�C�� u'C,( �l� � U 1 l� t � U -_ _ ° � i
� A$•20 �_'-� � B.O. SOFFIT `� 21. GYP BD CEILING OVER CLG SUPPORT SYSTEM SUSPENDED ON
�� � I I I i � I o WIRE HANGERS ATTACHED TO UNDERSIDE OF METAL DECK, RE:
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WDO HEAD i UNIT CEILING PLANS FOR HEIGHTS, R-19 SOUND BATT
� I I I I ' I I I I I y� HEAD �� ! u � ! _ INSULATION ATTACHED TO UNDERSIDE OF METAL DECK.
; A$20 � LU��Y A8.20 12 z 22. SNOW FENCE BRACKET MOUINTED TO STEEL BEAMS AND IN
� A103 � PLANE WITH THE EXTERIOR WALL RE: ROOF PLAN AND STRUCT.
- I 12 I � SIM i°i T.O. STONE � o
i � l N � 9 A 9.3 4 i iai CAP N 23.HORIZONTAL DEFLECTION JOINT WITH BY-PASS STUD FRAMING PROJ. NO. 17004.00
LOBBY VESTIBULE I i PROVIDE MINERAL WOOL INSULATION IN THE SLAB EDGE VOID,
, � f I I I i� A8.20 I ' � 1 g �
i i A103 I � A102 � �_ ,. I _ ___I� � ELASTOMERIC SPRAY AND ASSOCIATED COMPONENTS PER DRAWN: RW
_ _ _ � _ _ � 18 I =-____-
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� _1=_-==_�___�____-___ " - o
oo�000 o��oo`o 000�000 000 24.SANDSTONE SILL PIECE CHECKED: �M
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- �____ __�_______� I _ _________________ __ _____________ __ _ 6 $M. •
___ _ ____ i , _______________ ___________________ _�______ _ � � � _ _______ _______ _ _ SALB EDGE VOID, PROVIDE MINERAL WOOL INSULATION IN THE
_ ___ _______ ---�- � � , � , � _ _�- ���� �-����� � � � - �������� �� �I I I I I I I I I I I I 101 -6 -- - , __ ______ -- �- - - � - I I I I I 9�� � BOTTOM STUD TRACK WITH ELASTOMERIC SPRAY COATING AT
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� ' � ' ' ' I I I I I I I I I I I I-I I I-I I I- 28.TYPICAL BELOW GRADE WALLS : Q3 ASI 001 FOR CONSTRUCTION
� I I I I I I I I I � 31 I I I I I ° I I-I I I-I I I-I I CONCRETE FOUNDATION WALL RE: STRUCT : 07/15/2014
°� � �I 33 I � ° , I I I I I I I I I 33 I I I I I I SINGLE SIDED SHORING SYSTEM RE: 13-17/A9.13
� _______L______________ _______________ __ _ L L a ° -1 � I - - T.O. SLAB LEVEL P1 � �° I I I��I I� T.O. SLAB LEVEL P1 1 1/2" XPS FOAM INSULATION OVER DRAINAGE COMPOSITE
-------------�- ----- ` ' VARIES - VARIES
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ARCHITECTURE
� I I I I I I Ia a - I I I I I I I I I I I I I ' � I � I I I � _ I I I I I I I I I I I I, I I I I I I I � 30. TYPICALRS AB ON GRADE SYSTEM FOR TIE BELOW GRADE.
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P RT I L EAST E L E V. ° ° �, 4 � � ° °a ° ° � ° ° a � a a �° �� �° I a I I I I I I I I a I a a � o I � v � e Qa I ° a � I n I I I-� � �-I I I- 34.CON�$ET�--�ENE�RAT�NG S�LE�3 SLA6 ON GRADE
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1 HOUR EXTERIOR WALL ASSEMBLY PER F LAG N OT E S �
UL V454. SEE EXTERIOR ELEVATIONS
FOR EXTERIOR MATERIAL OVER 1 1/2" �, npICAL HIGH SLOPING ROOF CONSTRUCTION:
� XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
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GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W/ 3" POLYISOCYANURATE INSULATION
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5.05 15 5. 16 A17 OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE A fl C H I 1 E C t U R E
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5.05 I Denver, Colorado 80205
i � � $ WATERPROOF MEMBRANE, OVER �" FRT PLYW000 SHEATHING
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I - - - BEAM FRAMING RE STRUCT. SPRAY ON FIREPROOFING AT
� STEEL BEAMS, COLUMNS AND UNDERSIDE OF METAL DECK.
16 ' - � I METAL CLG FRAMING AND �" TYPE �X� GYP. BD. (UL P732)
A8.25 _ _ _ � 13 '� WDO HEAD 5 4. BARREL VAULT ROOF CONSTRUCTION :
A8.24 16 STANDING SEAM COPPER METAL ROOF OVER 2 LAYERS HT
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� A8.24 �Q i WIDE RADIUS STRUCTURAL GLB ROOF FRAMING OVER STEEL
A603 � �, CORRIDaR BEAM SUPPORTS RE:STRUCT. ( HEAVY TIMBER ROOF CONST. )
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A8.24 '- ' " � WITH 5/8 X 3 1/2 CEMENTITIOUS BATTENS TRIM. PAINT.
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AIR MOISTURE BARRIER, 5/8" EXT GLASS MAT SHEATHING, 6" � � �L������,� ���
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7, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STONE VENEER:
A8.24 A$•25 STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH �.� � �/fj�
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- �2AR � ` CORRIDOR � � NouR RA�� wA��
07.15.2014
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4 6 15 I I I EXTERIOR GLASS MAT SHEATHING, 2-PLY TYPE D ASPHALT
A8.25 A8.23 I � ° i A8.24 ' _ � 4 BUILDING PAPER, 1 1/2" STONE WOOL INSULATION BOARD, 1
� ,d � ' �� A8.25 I �" VERTICAL 'Z' GIRTS, , AIR AND MOISTURE BARRIER, 5/8"
� T.O. SLAB LEVEL 5 T.O. SLAB LEVEL 5 EXT GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
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� - � '`' M WALL• EXTERIOR MATERIAL RE: ELEVATIONS, 1 1/2" STONE
� WDO HEAD � WDO HEAD WOOL INSULATION BOARD, AIR/MOISTURE BARRIER, 5/8" O
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Z B R - a°i A9.22 'n � 10. TYPICAL RESIDENTIAL WINDOW: Q
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A408 , �4 10 �' � CORRIDOR RE: ELEVATIONS FOR WINDOW TYPE AND OPERATION. �
� I 16 SI � � 10 11. TYPICAL RESIDENIIAL UNIT PATIO DOORS: O
I _ � I I - i A9.22 N GLAZING RE: P�ANSI FOR DOOR TYPE A DDOP RA�ON.W E J
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I I = I I I �2. ALUMINUM LOW-RISE CURTAINWALL OR STOREFRONT WINDOW
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SYSTEM WITH 1 INSULATED LOW E GLAZING; RE :SCHEDULE
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,;' T.O. SLA T.O. SLA U
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� � , ;�, ;.�, OVER METAL DECK AND STEEL FRAMING RE: STRUCT. � �
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- PANEL BOARD OVER METAL STUD FRAMING. �
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15• EXTERIOR BALCONY OVER OCCUPIED SPACE W SNOWMELT : �
- I I I =� ; 10 I 9 � 21 � CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
10 2 BR 21 A8.24 I A8.24 i I i DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER '�
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ZA ' � � I I I PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
A308 � � 10 � � CORRIDOR �� MEMBRANE ON SLOPED CONCRETE TO DRAIN OVER METAL
0 x DECK AND STEEL FRAMING RE: STRUCT. R-38 UNFACED HIGH
�� N
= A8 24 � DENSITY BATT INSULATION WITH ASPHALT IMPREGNATED
� AIR/VAPOR BARRIER AT UNDERSIDE OF BALCONY METAL DECK.
I I I 20 I ' 20 a � 2o III 11
16. BALCONY GUARDRAILS:
I � � I , A9.2� VERTICAL WOOD POSTS W/ STEEL FLAT BAR INFILL SYSTEM.
11 - i T.O. SLAB LEVEL 3 T.O. SLAB LEVEL 3 PROVIDE HIGH PERFORMANCE ZINC PRIMER AND PAINT SYSTEM
-- -------�`----°"------ --------------°-�--°-T-` � ° ° °° ` 123-5 --g---�------� °--------°--�-�------------ - 123-5 ON ALL EXPOSED STEEL COMPONENTS. RE : A9.35
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� � � WDO HEAD WDO HEAD WITH 5�8" X 3-1�2" CEMENTITIOUS BATTENS. PAINT.
I
° �
�� 18. PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE :
9 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
A8.24 DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
� I I I 2 BR-TYPE A I I � al I x "i 10 `i' 4" REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE�
A$'22 - 2H 10 `i' � CORRIDOR FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN
I A207
_ j � I I I REINFORCED WATERPROOF MEMBRANE ON SLOPING CONCRETE
I� 1 6 - N � S T R U C T U R A L S L A B T O D R A I N. R E: 1 A 9.1 3
� I A9.22 � � /
- ' ¢ 12 7 SIM. 1 9. E X T E R I O R P L A N T E R O V E R O C C U P I E D S P A C E � P L A Z A :
7 SIM. � � A9.21 A8.22 PLANTER SOIL W/ROOT BARRIER ON DRAINAGE MAT/FILTER
A8.22 I I I I � i� �
24 FABRIC OVER 4 REINFORCED SLOPING CONCRETE TOPPING
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I I i i a ; � ° ' r;' T.O. SLAB LEVEL 2 T.O. SLAB LEVEL 2 PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
---- L- L- -- ----�-------�----- ------------�-�_�--z--- � � ° � � 112-0 --�--------=--�- -------_---�- ----------- - 2 -
--- --- - -- - - ----- ---- -, -- r » � �r , �� S � ,���, ��,���� ;; n ��� ���� � � , _ , , � � � ` � »� 0 MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB
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i i ' ' � � � � ° ! PLANTER SIDE WALLS SHALL INCLUDE DRAINAGE MAT FILTER
� I L- ----- - - -J ' I i � _ a l° � 2 ' FABRIC OVER PROTECTION BOARD OVER REINFORCED
i � I� � I I � � I � A9.05 � WATERPROOF MEMBRANE.
� � � � - °- � SIDEWALK
� � A9.05 � � _ �la �
I I 20.TYPICAL FLOOR CONSTRUCTION LEVEL 2 THRU 7:
i i i i : � °
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- - �.. � 6 _
i i i _ - I a � ' I N N DECK ON STEEL FRAMING RE: STRUCT, 2 HR SPRAY ON FIRE
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III III I I I-I I PROOFING AT STEEL FRAMING AND UNDERSIDE OF METAL DECK
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I i � I� �� RETAIL� WITH R-19 BATT INSULATION (2 HR, UL D779)
COM�M RCIAL ° � aa I I-I I I-I I I- I COMMERCIAL _
I i I - I I I I I I I I I- _ I I I I I I I I 21. GYP BD CEILING OVER CLG SUPPORT SYSTEM SUSPENDED ON
i 0 0 I I I I I I WIRE HANGERS ATTACHED TO UNDERSIDE OF METAL DECK, RE:
� I I I I=I I I- UNIT CEILING PLANS FOR HEIGHTS, R-19 SOUND BATT
i _ '4 � I I I I I I I I I - - INSULATION ATTACHED TO UNDERSIDE OF METAL DECK.
i °P - - - 28 I I � � I II
I i I I I I I � ' �� I I I I I I I I I �- I I I I I I I I I I I I I 22 PLA EFWITHETHEAEXTER ORUWALL� R� ROOF P AN AND STRUCT.
_ , I I I I I I I I, T.O. SLAB LEVEL 1 I I -I I I=I I I T.O. SLAB LEVEL 1
I i-------- ----- ------------------------- --------- I, � � � , . a. _ . ° a � a a �
� I I�I I I I I I � 100-0 � a ° ° a I� � 100-0 23.HORIZONTAL DEFLECTION JOINT WITH BY-PASS STUD FRAMING PROJ. NO. 17004.00
PROVIDE MINERAL WOOL INSULATION IN THE SLAB EDGE VOID,
I 4 a ° d a � .o a a 4 - - - (0 a a a I I I I I I �
i � �` I I I I I r ° r ELASTOMERIC SPRAY AND ASSOCIATED COMPONENTS PER DRAWN: RW
i ^ i i i i i I I I i i i I I� I 2 8 UL SYSTEM CW-S-1021. RE: SHEET A9.21
I ; I PARKING 1 � i i � i-� � i- i NAKKIN� 1 i i � , �I I I I I I I I I I 24.SANDSTONE SILL PIECE CHECKED: JM
i � 33 °�° � ° I I I-I I I-I I I= T.O. SLAB LEVEL P1 � 33 � I I I I I I I I I I T.O. SLAB LEVEL P1 25.HORIZONTAL DEFLECTION JOINT AT PLATFORM FRAMING WITH 1" ,
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J � � � � �° a I I=I I I=1 I 1=I.
� � ° ° ° I I-I I I-I I I-I I 1 HOUR RATED EXTERIOR WALL LOCATIONS ONLY. DATE: 12/20/2013
� � I � � I I I I I I I I I I� � y I�I I I I I I I I I U L C W-S-0 0 0 3 R E: S H E E T A 9.2 1 REVISIONS:
� i � i 4 � � II III III II
I--I I I=I I I=I I I 26.PROMONADE STYLE DECK DRAIN AND OVERFLOW RE:PLUMBING
� ' PARKING 2 I I I I I I I I I I� � PARKING 2 a a° - - - � 27.COPPER GUTTER AND COPPER DOWNSPOUT WITH 2 LINES OF Q1 ADDENDUM 1 01/24/2014
o � HEAT TRACE IN THE GUTTERS RE: ELEC
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� ' " " � � � � � � � � � � � 28 CONICRETE FO NDATION WALL RE: STRUCT : 2 PERMIT RESUBMITTAL 01/13/12
Q I i 33 ' ` I I I I I I I I I I I 33 � �I I I I I I I I I I SINGLE SIDED SHORING SYSTEM RE: 13-17/A9.13 Q3 ASI 001 FOR CONSTRUCTION
� I I I I I I I I� T.O. SLAB LEVEL P2 - - - T.O. SLAB LEVEL P2 1 1/2" XPS FOAM INSULATION OVER DRAINAGE COMPOSITE 07/15/2014
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� I i I PARKING 3 a I I I I I I I I 1- i I I a I I-I I I-I I I-I I � REINFORCED CONCRETE SLAB ON GRADE OVER COMPACTED
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� i � ° I I I I I I I I � a� �I I I I I I I I I I I I I I I I I I I 31. FOUNDATION SINGLE SIDED SHORING SYSTEM WITH STEEL PILE, 1 00% CD�S
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1�I3 1 .6 12.3 1 .2 1 .1 12 13.9 A14 14.4 A15 15. A16 A17 13.9 A14 A15 15. A16 A1 1 HOUR EXTERIOR WALL ASSEMBLY PER F LAG N OT E S �
UL V454. SEE EXTERIOR ELEVATIONS
I FOR EXTERIOR MATERIAL OVER 1 1/2" �, npICAL HIGH SLOPING ROOF CONSTRUCTION:
XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
j, / � , ' � - � BARRIER OVER EXTERIOR 5/8" TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1°
5.06 ''. 6 I I I I I I G L A S S M A T S H E A T H I N G, 6" M E T A L S T U D, V E N T I L A T E D C O M P O S I T E W/ 3" P O L Y I S O C Y A N U R A T E I N S U L A T I O N
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� I I BARRIER, 5/8" TYPE 'X' GYP BD. OVER 15LB ASPHALT IMPREGNATED AIR/VAPOR BARRIER OVER
I I � I6 I �" TYPE 'X' EXT. GLASS MAT SHEATHING INTO METAL DECK,
, ,_ <
,� A .41 OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE A fl C H I 1 E C t U R E
_ 1 � � �,� 22 PROOFING AT STEEL BEAM, COLUMN SUPPORTS AND UNDERSIDE
��, � �, 4 I I � OF METAL DECK WITH METAL STUD CEILING FRAMING AND 5/8"
_ _ � � I _ � 22 TYPE 'X' GYP BOARD. (UL P732)
- � _ � 3003 Larimer Street
, 2. MAIN ENTRY ROOF CONSTRUCTION :
I I I STANDING SEAM ZINC METAL ROOF OVER 2 LAYERS HT Denver, Colorado 80205
\'� >
WATERPROOF MEMBRANE, OVER �" FRT PLYW000 SHEATHING
I _
MECHANICALLY FASTENED INTO 3"X6" NOMINAL STRUCTURAL WOOD Phone 303,861.5704
5 5 I I ` I I ° �" 8 I I � DECKING OVER MIN 6" NOMINAL WIDE HEAVY 11MBER STRUCTURAL
A8.22 A8.22 I - I I A9.40 SIM ROOF FRAMING, STEEL COLUMNS RE:STRUCT.
, ,- I I ( HEAVY TIMBER ROOF CONSTRUCTION )
\ � 5 WDO HEAD i 5 WDO HEAD
3. FLAT ROOF CONSTRUCTION OVER METAL DECK:
�, ,� ,' A8.22 5 A8.22 I � _ RUBBER WALKWAY PADS ON 90 MIL EPDM ROOF MEMBRANE
��, ,�� 6 �� 6 , I I � I I 5 � OVER 1/2" DENS DECK PRIME PROTECTION BOARD ON
� � qg,22 i qg,22 Z BR s 2 BR 6 I i z TAPERED POLYISOCYANURATE INSULAl10N, 5 MIN � DRAIN,
,' `,\ `.� I �PF A$•22 I 24. I PF A8.22 TERRACE 24 � I � ON �" TYPE �X� GYP. BD. OVER METAL DECK, OVER STEEL
,' `�\ �,\ i 604 � A604 � 15 o BEAM FRAMING RE STRUCT. SPRAY ON FIREPROOFING AT
7 T.O. PARAPE T.O. PARAPET STEEL BEAMS, COLUMNS AND UNDERSIDE OF METAL DECK.
I qg,22 � METAL CLG FRAMING AND �" TYPE �X� GYP. BD. (UL P732)
I I - I � I � 4. BARREL VAULT ROOF CONSTRUCTION :
2 15 � STANDING SEAM COPPER METAL ROOF OVER 2 LAYERS HT
_ I � A9.20 I '�' WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
_
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_ �
� T.O. SLAB LEVEL 6 I T.O. SLAB LEVEL 6 MECHANICALLY FASTENED INTO 3 X6 NOMINAL TONGUE AND
- - , ________�____ _______�_____�__�._________-_�_ _ a -----a---�-�--�-�------ _ � __ _ _ � _ � o ' 0 158-3 GLUE STRUCTURAL WOOD DECKING OVER MIN 6" NOMINAL
° 158-3 -----�--------- °
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� � ' ��� � ��� A9.35 �� �� � � �� �" � � � � � A9.35 � WIDE RADIUS STRUCTURAL GLB ROOF FRAMING OVER STEEL
'' � � - � � � ��' � � Q BEAM SUPPORTS RE:STRUCT. ( HEAVY TIMBER ROOF CONST. )
- , _, �
-
� ` �` Inf � � I � V "' 5, TYPICAL ROOF BALCONY SOFFIT:
� `� �� 1 WDO HEAD i WDO HEAD CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
, � , ' qg, 2 � WITH 5/8� X 3 1/2" CEMENTITIOUS BATTENS TRIM. PAINT.
�' `� i °°��
,'� �`� I II I o I o 6. TYPICAL EXTERIOR WALL CONSTRUCTION WITH CEMENTITIOUS ��� �����
Z BR � 2 BR I I i OR METAL PANEL SIDING; RE: ELEVATIONS . 1 1/2 STONE �, �
��� ,�' � I 2F � A$ 2 � �� I � 2F � WOOL INSULATION BOARD W/ 2" VERTICAL 'Z' GIRTS OVER n �� ������� ��
, , � I I AIR/MOISTURE BARRIER, 5/8 EXT GLASS MAT SHEATHING, 6 � � �L������,� � �
`� ,' I _ I A509 �, A509 ` METAL STUD, R-19 BATT INSULATION, VAPOR BARRIER, 5/8" �� ��� �
I = ) °�' TYPE 'X' GYP BD. RE: UL V454 FOR 1 HOUR RATED WALL � 2�� �� �
- 1
I I = I A8. 2 I 6 1
I - I 7, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STONE VENEER:
STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH �.� � �,y/fj�
- 6 MORTAR OVER VENTILATION MAT , 1 1/2" STONE WOOL h�'���' -� ��' ' "�
� T.O. SLAB LEVEL 5 I T.O. SLAB LEVEL 5 INSULATION BOARD, AIR AND MOISTURE BARRIER, 5/8° EXT
� _____._J__-_-_ -__H____-a-___o`_.r__!_____--__-ta_-a__J__.___ _=_-s_-_ ___v____a_---_______s�._ _P_�__1__ ________-s-__- _b_ _____ ___________ _ „ H
� � � 146-3 4 � �� � � ° � 146-3 GLASS MAT SHEATHING, 6 METAL STUD, R-19 BATT
' I � .° U 1� ` 1 ' 1, 1 1� � � ��� 25 �SZ��'N�SU�?� 2�S���V'�115�?�SI� � ��1�S�7N�I� � 25 03.31.2014
L o � � � _ � INSULATION, VAPOR BARRIER, 5/8 GYP BD. RE: UL V454 FOR
.I � I n � j' 1 HOUR RATED WALL 07.13.2014
� � I � � I "' g, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STUCCO :
� WDO HEAD I WDO HEAD I 3-COAT CEMENTITIOUS SYSTEM, EXPANDED METAL LATH, �"
,' \ I I I EXTERIOR GLASS MAT SHEATHING, 2-PLY TYPE D ASPHALT
' ` !I � BUILDING PAPER, 1 1/2" STONE WOOL INSULATION BOARD, 1
�' �� i
\\ /, � � I 2 BR I �� �' I 2 BR I � `i' EX GL ASSLMAT SIHEATHING, 6"N METAL STUD BRRRI�ERBATT$»
`\ ,' I 2F I I 2F I INSULATION, VAPOR BARRIER, 5/8" GYP BD.
`�\ �,' _ A409 ` A409 =�,, I � RE:UL V454 FOR 1 HOUR RATED EXTERIOR WALL. J
' - _I
- I �
- �, g. TYPICAL EXTERIOR WALL CONSTRUCTION � CONCRETE CORE �
- - - WALL• EXTERIOR MATERIAL RE: ELEVATIONS, 1 1/2" STONE O
� - WOOL INSULATION BOARD, AIR/MOISTURE BARRIER, 5/8"
I I = I I I I I 6 GYPSUM SHEATHING, 6" METAL STUO, R-19 BATT INSULATION, Q
i I 1/2" AIR SPACE, CONCRETE WALL, RE:STRUCT.
T.O. SLAB LEVEL 4 � T.O. SLAB LEVEL 4
- - - - - ----------=-. ---�-----�--°--� a--------=--�-�-------- ;-= -�---� - _ ---- - ----- ---- ------------ ---- -- ----------------- ---- --- _ � ,
���� �
- i I I I n I I I 134 10 °° � "��; � �`° ` ° ° � ° � 1 �` ° �, �° ° � 134 10 � METAL CLAD WOOD WINDOWS WITH INSULATION LOW E GLAZING
- -� �� � �� - L C � (1 (� L 4 z �1��li��� � �i�'��(�l �� 4 z RE: ELEVATIONS FOR WINDOW TYPE AND OPERATION. �
�� _ �� A9.21 _ � A9.21
� i, 11. TYPICAL RESIDENIIAL UNIT PATIO DOORS: O
I I WDO HEAD I WDO HEAD METAL CLAD WOOD IN-SWING OR SLIDING DOOR W/ LOW E
� GLAZING RE: PLANS FOR DOOR TYPE AND OPERATION. J
,'� \`� 12. ALUMINUM LOW-RISE CURTAINWALL OR STOREFRONT WINDOW
l I O
,�' ��� i ! � � �� 10 � � �� � SYSTEM WITH 1" INSULATED LOW E GLAZING; RE :SCHEDULE
� �� I I� 22BR i 226R i 13. SAME AS #15 WITHOUT SNOWMELT TUBING SYSTEM U
� 14. TYPICAL EXPOSED BALCONY :
\\`.\ ,'� I A309 i I I � � A309 I � � HEAVY DUTY TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE J
, I I o� I OVER METAL DECK AND STEEL FRAMING RE: STRUCT. � �
i I i i UNDERSIDE. 1x3 CEDAR BATTENS ON CEMEMTITIOUS SOFFIT �
20 20 PANEL BOARD OVER METAL STUD FRAMING. �
I I I I I � 15• EXTERIOR BALCONY OVER OCCUPIED SPACE W/ SNOWMELT : /
� I i I � I I T.O. SLAB LEVEL 3 � I T.O. SLAB LEVEL 3 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
- ------------- ---�---�-----`-� -------.�----_---- -=-�°-� ! ' ' 123-5 ---�------'�--�-���-------�----�-` -----��-�-�---------°----�-----�-----� 123-5 DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
I j _I I- -I I , ,. � �� ,, � 1 � i 1 I I 1 \ � '�
_� I I ' � � ° ° 1 �'����� ��i � ���� ��� ��� � ���� ��`'� �, � � � al L (1 � � �.� � ( , _ � , �l _ _ � (�� d PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
_
� � � - - `I ��=� �- "' �- � �� � MEMBRANE ON SLOPED CONCRETE TO DRAIN OVER METAL
O � � ` � DECK AND STEEL FRAMING RE: STRUCT. R-38 UNFACED HIGH
1I WDO HEAD I � WDO HEAD i DENSITY BATT INSULATION WITH ASPHALT IMPREGNATED
, I `� � A8. 2 I AIR/VAPOR BARRIER AT UNDERSIDE OF BALCONY METAL DECK.
� � I x
i�/ \� I N
,� �� I , 10 �, � I � 16. BALCONY GUARDRAILS:
VERTICAL WOOD POSTS W/ STEEL FLAT BAR INFILL SYSTEM.
\\ A8,2 ,, 2 BR � 2 BR i PROVIDE HIGH PERFORMANCE ZINC PRIMER AND PAINT SYSTEM
I I 2F A$'�22 2F I I ON ALL EXPOSED STEEL COMPONENTS. RE : A9.35
� \�`�\ �,'�/ A208 ' A208 I � � 17. TYPICAL BALCONY SOFFIT:
iI I 24 I oo I CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
_ �_ �
_ A$ 2 ��; � WITH 5�8" X 3-1�2" CEMENTITIOUS BATTENS. PAINT.
� i 18. PAVERS OVER PARKING GARAGE AT PLAZA � ARCADE :
�$�� I I I I I � CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
- T.O. S L A B L E V E L 2 I T.O. S L A B L E V E L 2 DRAINAGE�FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
� � � � � - - 9 3 _ _ � � 4" RE
� � -----------�- ------=--�------�--=--�------- ------- -- ----- 112 0 ---- -- ------------ -- ----��--- ---------�--=--- --------------�-----
-- - -- ' ---- - - ------ -- ------ �-- --- -�- -, � � � �� �� _ �_
r A . 5 4 112-p INFORCED CONRETE TOPPING SLAB OVER DRAINAGE/
� I �I,_a o �I, �I o o �I, I }� �� U L '�UU . � U �U � J� U _� U � UJ � U U UU IJ� � �CJ� UU C� � ' 1 � �� a i � 1 � J� J �U � J� I �l�A,� U U 0 ���(1(1C��0 UU J �l v ���1��� �U�1C�� � � I FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN
,_, REINFORCED WATERPROOF MEMBRANE ON SLOPING CONCRETE
i � � � � � �"%� � � STRUCTURAL SLAB TO DRAIN. RE: 1�A9.13
i a
� � I �� I � � 19. EXTERIOR PLANTER OVER OCCUPIED SPACE � PLAZA :
� � � I PLANTER SOIL W/ROOT BARRIER ON DRAINAGE MAT/FILTER
� ' I I _ I � - ` z
i ° ° � ° FABRIC OVER 4" REINFORCED SLOPING CONCRETE TOPPING
i � I � � i � I '" I � SLAB TO DRAIN OVER DRAINAGE/FILTER FABRIC LAYER OVER
� RETAIL,� I I_� 2n Ri ip STAFF PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
COMMERI;IAL = INSUL TI N ROOM � MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB
I � I � I I I � I I�� I I I PLANTER SIDE WALLS SHALL INCLUDE DRAINAGE MAT FILTER
� � FABRIC OVER PROTECTION BOARD OVER REINFORCED
i I. � I CMU I I 2° RIGID WATERPROOF MEMBRANE.
INSULATION
� j i !! 28 _ � I I I I �
„ 20.TYPICAL FLOOR CONSTRUCTION LEVEL 2 THRU 7:
� I I I I I I 6 CMU FULLY GR U D FLOOR FINISH RE: SPECIFICATIONS OVER CONCRETE ON METAL
� I I I I DECK ON STEEL FRAMING RE: STRUCT, 2 HR SPRAY ON FIRE
�_J I I I I I I I i l T.O. SLAB LEVEL 1 I , I I I I T.O. SLAB LEVEL 1 PROOFING AT STEEL FRAMING AND UNDERSIDE OF METAL DECK
--- -- -- --- � - - - ° ° ° � � J a ` ° a a -�-' ' 100-0 ° � ° a � � a a � ' � a ° ° � � � �° � � I I 100-0 WITH R-19 BATT INSULATION (2 HR, UL D779)
4� a � a 6 4a a � Qe, a
� � a I I �I 28 21. GYP BD CEILING OVER CLG SUPPORT SYSTEM SUSPENDED ON
I I 4
WIRE HANGERS ATTACHED TO UNDERSIDE OF METAL DECK RE:
�
I � 28 I a UNIT CEILING PLANS FOR HEIGHTS, R-19 SOUND BATT
� ° a' I I I_I I I-I I ' I I I=I I I I I I- INSULATION ATTACHED TO UNDERSIDE OF METAL DECK.
� -
I � � I II
a
- - = II � i
I I I I I I I 22. SNOW FENCE BRACKET MOUINTED TO STEEL BEAMS AND IN
i Ili III III
III IIIIIIIIII i �
d- I III II PLANE WITH THE EXTERIOR WALL RE: ROOF PLAN AND STRUCT.
I PARKING 1 a II III III I � ; PARKING 1 -III III I�
_ -I I I-I I I-I I I � _ � 23.HORIZONTAL DEFLECTION JOINT WITH BY-PASS STUD FRAMING PROJ. NO. 17004.00
- - i III � � I II
0 - - 0
I I I I I I I I I I I �, � I I I I I I I I I I PROVIDE MINERAL WOOL INSULATION IN THE SLAB EDGE VOID,
I I v I a - I I�I I II I II I II I I I V � ELASTOMERIC SPRAY AND ASSOCIATED COMPONENTS PER DRAWN: RW
� i �° I I I I I I I I I UL SYSTEM CW-S-1021. RE: SHEET A9.21
-- ------- ----i------------ -------- ---------- �� � a a ° I I i V RIESAB LEVEL P1 4 I I I I I I I I I- V RIESAB LEVEL P1 24.SANDSTONE SILL PIECE CHECKED: �M
° � 4,t °� a _7 �° ' 4 a ° a� � �
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-------- ------- - I I I I I CADD FILE: dw
--- -------------L------ ° ' , ° � °
-- ---------- - -
�, I a I I I I I I I I I I a I I III I� I I I SALB EDGE VOID; PROVIDE MINERAL WOOL INSULATION IN THE • g
BOTTOM STUD TRACK WITH ELASTOMERIC SPRAY COATING AT DATE: 1 Z ZO ZO13
� i I a I II I I I � I I I I I I-I I I 1 HOUR RATED EXTERIOR WALL LOCATIONS ONLY. � �
o � � � IIIIIII� � �I `, - - -
� � ° I I I I I=I I I=I � o PARKING 2 I I I I I I I I I = UL CW-S-0003 RE: SHEET A9.21 REVISIONS:
� I I PARKING 2 � I I I I I I I I I � ° I I I I I � 26.PROMONADE STYLE DECK DRAIN AND OVERFLOW RE:PLUMBING
� � � N � I I I I I I I I I I I I 27.COPPER GUTTER AND COPPER DOWNSPOUT WITH 2 LINES OF 1 ADDENDUM 1 01/24/2014
� I I I II III III I - III-III III HEAT TRACE IN THE GUTTERS RE: ELEC �
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I I XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
BARRIER OVER EXTERIOR 5/8" TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1°
GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W/ 3" POLYISOCYANURATE INSULATION
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I A9.04 a I I I I I I / ELASTOMERIC SPRAY AND ASSOCIATED COMPONENTS PER DRAWN: RW
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� I I I I I I I I I � I I 1=1 I I-I I I I I 1-: U� 27,COPPER GUTTER AND COPPER DOWNSPOUT WITH 2 LINES OF Q1 ADDENDUM 1 01/24/2014
� � [ I I I I I I I I I I I PARKING 1 I I-I I I-I HEAT TRACE IN THE GUTTERS RE: ELEC
PARKING 1 � _ 31 28.TYPICAL BELOW GRADE WALLS : Q3 ASI 001 FOR CONSTRUCTION
° ' 33 <� CONCRETE FOUNDATION WALL RE: STRUCT :
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_ _ _ _____________________ 33 � � = - 31 ° � I I I I T.O. SLAB LEVEL P1 07/15/2014
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� � I I,��I I I,;,I DEWATERING UNDERDRAIN SYSTEM FOR TIE BELOW GRADE.
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� ____________________________ 33 � �a I I I I I I I I I I I� T.O. SLAB LEVEL P2 ° - - T.O. SLAB LEVEL P2 AGGREGATE BASE ON COMPACTED SOIL RE: STRUCT ; OVER STRATA VAIL
� I I�I I� I�� VARIES ° ° �� � � � � � � � � I I I � I I� VARIES PERMANENT DEWATERING SYSTEM, RE : DEWATERING PLAN
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UL V454. SEE EXTERIOR ELEVATIONS
FOR EXTERIOR MATERIAL OVER 1 1/2" �, npICAL HIGH SLOPING ROOF CONSTRUCTION:
XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
11 12 12.1 12.1 12.3 1 A10 A9.8 A9.3 A9.2 A9 BARRIER OVER EXTERIOR 5/8" TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1°
; GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W/ 3" POLYISOCYANURATE INSULATION
R-19 BATT INSULATION, VAPOR FASTEN THRU 2�" LOOSE LAID POLYISOCYANURATE INSULATION,
BARRIER, 5/8" TYPE 'X' GYP BD. OVER 15LB ASPHALT IMPREGNATED AIR/VAPOR BARRIER OVER
I I I I I I I I
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' ` ` ' OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE A fl C H I 1 E C t U R E
3 �� 12.3 12.2 12.1 12 PROOFING AT STEEL BEAM, COLUMN SUPPORTS AND UNDERSIDE
5.08 I ' 5.0 O OF METAL DECK WITH METAL STUD CEILING FRAMING AND 5/8"
� - � TYPE 'X' GYP BOARD. (UL P732)
[ � � 3003 Larimer Street
i I � I� I - - - � 2. MAIN ENTRY ROOF CONSTRUCTION :
[ l STANDING SEAM ZINC METAL ROOF OVER 2 LAYERS HT Denver, Colorado 80205
� !- - - -- !- WATERPROOF MEMBRANE, OVER �" FRT PLYW000 SHEATHING
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STEEL BEAMS, COLUMNS AND UNDERSIDE OF METAL DECK.
�- METAL CLG FRAMING AND �" TYPE �X� GYP. BD. (UL P732)
I I i I ��' �.\ I I I 4. BARREL VAULT ROOF CONSTRUCTION :
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i � i i � „
. n z A8.25
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; ; ', I i T.O. SLAB LEVEL 6 -r���
T.O. SLAB LEVEL 6 ° - ii 158-3 g. TYPICAL EXTERIOR WALL CONSTRUCTION WITH CEMENTITIOUS �� ��
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_ � I STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH �.� � �/fj�
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A510 ' i �iii �i ii ,' _ �� 3 � A501 `i GLASS MAT SHEATHING 6" METAL STUD R-19 BATT
0 - � A8.22 , 0 � ' � ' 03.31.2014
� � i - �ii i
1 HOUR EXTERIOR WALL ASSEMBLY PER F LAG N OT E S �
UL V454. SEE EXTERIOR ELEVATIONS
FOR EXTERIOR MATERIAL OVER 1 1/2" �, npICAL HIGH SLOPING ROOF CONSTRUCTION:
� XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
13.4 13 12.6 12.3 11 1 .1 12 14 13.5 13.4 13 12.3 12.2 12.1 12 BARRIER OVER EXTERIOR 5/8" TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1°
GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W 3" POLYISOCYANURATE INSULATION
A4 A3.3 A3 A2.4 \ � R-19 BATT INSULATION, VAPOR FASTEN THRU 2�" LOOSE LAID POLYISOCYANURATE INSULATION,
2 � 46R BARRIER, 5/8" TYPE 'X' GYP BD. OVER 15LB ASPHALT IMPREGNATED AIR/VAPOR BARRIER OVER
5.09 5. 9 PA � ROOF TERRACE �6 8 �" TYPE 'X' EXT. GLASS MAT SHEATHING INTO METAL DECK,
3 A602 � � � � � � � � � � � � OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE A fl C H I 1 E C t U R E
A9.35 I I I I I I . PROOFING AT STEEL BEAM, COLUMN SUPPORTS AND UNDERSIDE
--- - OF METAL DECK WITH METAL STUD CEILING FRAMING AND 5/8"
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-- -- 1--�°
4 A$25 � I'�' � 15 � � 2. MAIN ENTRY ROOF CONSTRUCTION :
A8.25 _ r' STANDING SEAM ZINC METAL ROOF OVER 2 LAYERS HT Denver, Colorado 80205
-
� T.O. SLAB LEVEL 6 _ _ I-HR T.O. SLAB LEVEL 6 WATERPROOF MEMBRANE, OVER �" FRT PLYW000 SHEATHING
° ° � � ; ` � °, � ° � e 158-3 ° ° ° ° ° - - RATED 158-3 MECHANICALLY FASTENED INTO 3"X6" NOMINAL STRUCTURAL WOOD Phone 303,861.5704
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2 � 2 12 I I I STANDING SEAM COPPER METAL ROOF OVER 2 LAYERS HT
A8.25 A9.35 � WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
I i A9.34 MECHANICALLY FASTENED INTO 3"X6" NOMINAL„TONGUE AND
I _ ---- T.O. SLAB LEVEL 5 T.O. SLAB LEVEL 5 GLUE STRUCTURAL WOOD DECKING OVER MIN 6 NOMINAL
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I I I I I I I I I I I 6. TYPICAL EXTERIOR WALL CONSTRUCTION WITH CEMENTITIOUS �� �� �
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A8.�4 A403 10 N � A403 10 `i � METAL STUD, R-19 BATT INSULATION, VAPOR BARRIER, 5/8" ������ �
12 � � , � 00 TYPE 'X' GYP BD. RE: UL V454 FOR 1 HOUR RATED WALL � 2�� �� �
_ _ 22- I I I I 16 I I I I I I �
12 7, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STONE VENEER: �
,�� �� ,��I ��� qg.22 BEYOND I I - I STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH �.� � � � �/fj��
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- � i T.O. SLAB LEVEL 4 T.O. SLAB LEVEL 4 INSULATION BOARD, AIR AND MOISTURE BARRIER, 5/8° EXT
� 134-10 � " � ° ' , � � � �° � " , ;, , � ��, � „ , � 134-10 GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
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� I INSULATION, VAPOR BARRIER, 5/8 GYP BD. RE: UL V454 FOR
_i �-, _� �� , � I I A9.21 M I I I � I �� _ �- A9.21 M 07.15.�0�4
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n
WDO HEAD 0 HEAD 3-COAT CEMENTITIOUS SYSTEM, EXPANDED METAL LATH, �
EXTERIOR GLASS MAT SHEATHING, 2-PLY TYPE D ASPHALT
2� I 2� BUILDING PAPER, 1 1/2" STONE WOOL INSULATION BOARD, 1
�� \ I I 3BR I I I �, I I I 3BR I I I � EXT GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
� �" VERTICAL 'Z' GIRTS, , AIR AND MOISTURE BARRIER, 5/8"
�� I I I 3F I i l o N � I 3F I I INSULATION, VAPOR BARRIER, 5/8" GYP BD.
,� A303 � A303 N RE:UL V454 FOR 1 HOUR RATED EXTERIOR WALL. J
� I ao g, TYPICAL EXTERIOR WALL CONSTRUCTION � CONCRETE CORE
�' � 16 1� WALL: EXTERIOR MATERIAL RE: ELEVATIONS, 1 1/2" STONE O
AIR/MOISTURE BARRIER 5/8"
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� I I I � RA D 6 GYPSUM SHEATHING, 6" METAL STUO, R-19 BATT INSULATION, Q
1 HOUR RATED 1/2" AIR SPACE, CONCRETE WALL, RE:STRUCT.
- T.O. SLAB LEVEL 3 T.O. SLAB LEVEL 3 �p, npICAL RESIDENTIAL WINDOW: Q
_ _ _ _ � l 1 � � � � � Z - � 123-5 � ° � � ° � �- `° � �° � � ` � � � � 25 123-5 METAL CLAD WOOD WINDOWS WITH INSULATION LOW E GLAZING �
° i �_ _ _ _I I_ _I I, _ I � � - _; - ;, RE: ELEVATIONS FOR WINDOW TYPE AND OPERATION.
e ° ° � ° I I � I I I T I I � 11. TYPICAL RESIDENIIAL UNIT PATIO DOORS: O
METAL CLAD WOOD IN-SWING OR SLIDING DOOR W LOW E
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I I I I GLAZING RE: PLANS FOR DOOR TYPE AND OPERATION. J
\ 12. ALUMINUM LOW-RISE CURTAINWALL OR STOREFRONT WINDOW � O
SYSTEM WITH 1" INSULATED LOW E GLAZING; RE :SCHEDULE ' `
\\ �, I I 3BR I I � I I I 3BR I I I � 13. SAME AS #15 WITHOUT SNOWMELT TUBING SYSTEM v
� 3F �o r 3F x 14. TYPICAL EXPOSED BALCONY : ••
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3 IM. ,' I SIM I I - A203 I � N � A203 I I N � HEAVY DUTY TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE J
A8 22 � 9.35 g �5 00 � OVER METAL DECK AND STEEL FRAMING RE: STRUCT. � �
� A9.35 A8.22 �p UNDERSIDE. 1 x3 CEDAR BATTENS ON CEMEMTITIOUS SOFFIT �
,^� , � R-38 BATT INSULATION R-38 BATT INSULATIO PANEL BOARD OVER METAL STUD FRAMING.
�' � �' �� I I PINNED TO UNDERSIDE OF I I I I I PINNED TO UNDERSIDq OF _. I � \�
I METAL DECK � METAL DECK � 6 15• EXTERIOR BALCONY OVER OCCUPIED SPACE W/ SNOWMELT : /
I T.O. SLAB LEVEL 2 I I -- I T.O. SLAB LEVEL 2 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
��l 112-� �, r r ; - 23 112-p DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER '�
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,� - _ i MEMBRANE ON SLOPED CONCRETE TO DRAIN OVER METAL
� � ' A9•22 `� � � DECK AND STEEL FRAMING RE: STRUCT. R-38 UNFACED HIGH
I _ � �',�,(� �i LOUVER HEAD I � , _
� ,_� � DENSITY BATT INSULATION WITH ASPHALT IMPREGNATED
I y�, �__ ____� ' - AIR/VAPOR BARRIER AT UNDERSIDE OF BALCONY METAL DECK.
� I � I I I T I � I � I I
I I I I ,
� � � � i i � I i i__�____i J 16. BALCONY GUARDRAILS:
� � � � i i � ' � i r .0. SOFFIT VERTICAL WOOD POSTS W/ STEEL FLAT BAR INFILL SYSTEM.
I I I I i i �� � � - - � - - �� �-
- i i i i i i ` � � I � B.O. SOFFI � PROVIDE HIGH PERFORMANCE ZINC PRIMER AND PAINT SYSTEM
= i i � I i i i I I � �� I � � I i� � � -� I �� I I � ON ALL EXPOSED STEEL COMPONENTS. RE : A9.35
i i i i i i = � �
- i i I i i i i I � I � ° 17. TYPICAL BALCONY SOFFIT:
- � � � � i i I Q, � 8 32 �
- � � � � i � r o� CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
- � a
_ i � i i i i l 3 ° WITH 5/8" X 3-1/2" CEMENTITIOUS BATTENS. PAINT.
----------+------------- ------------
A9.14 � 18. PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE :
I � � � I I r- -------�- ---� I
' l ' ' � CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
i i i i i i i i - -
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� � I I �I I I I I_I I I I I I-I I I I I � +� '� DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
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_- I �
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� ° CARD READER, RE FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN
_� �I i � '• �� ' REINFORCED WATERPROOF MEMBRANE ON SLOPING CONCRETE
RAMP i � ° ETAIL� C P STONE PARKING SHEETS STRUCTURAL SLAB TO DRAIN. RE: 1/A9.13
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/" .
I i I �I i � �� ��� �� �� �� A9.11 � � I� M � ,= � I I I I � FABRIC OVER 4° REINFORCED SLOPING CONCRETE TOPPING
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18
� �
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i -i II 33 i� � � � � PROTECTION BOARD BEDDED IN EINFORCED WATERPROOF
a a a � ° Q : i ' . _
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� � al ` '� ' �a I DRAIN PER � I� a - , � a � - _ , ._ � i!i �I-- .-�i i � i C._i • � PLANTER SIDE WALLS SHALL INCLUDE DRAINAGE MAT FILTER
I 6/A9.11 � ° ` ° �� '�_'i-'_-__ i �_j ��� -��_ �-_ I I I I I I I I I FABRIC OVER PROTECTION BOARD OVER REINFORCED
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i i ' - - - - - - - � A9•�4 - - - 20.TYPICAL FLOOR CONSTRUCTION LEVEL 2 THRU 7:
I I � � I I � �
1 II
�
- A9. 4
i i � I i ` ° FLOOR FINISH RE: SPECIFICATIONS OVER CONCRETE ON METAL
� i I A9.14 I I I I � 5 � I I I I II I I III I I I I I I o DECK ON STEEL FRAMING RE: STRUCT, 2 HR SPRAY ON FIRE
� , A9.14 PROOFING AT STEEL FRAMING AND UNDERSIDE OF METAL DECK
I i I i I I � I I T.O. SLAB LEVEL P1 A9'�4 I °� I�I I I I I I I I I I i WITH R-19 BATT INSULATION (2 HR, UL D779)
i i � � 8 8-� 3 3 � I I I I I I 21. GYP BD CEILING OVER CLG SUPPORT SYSTEM SUSPENDED ON
� i � I I I I I I I I I WIRE HANGERS ATTACHED TO UNDERSIDE OF METAL DECK, RE:
� , �° U N I T C E I L I N G P L A N S F O R H E I G H T S, R-1 9 S O U N D B A T T
--�-- ------ ---i-------�--------�----- ---�---i - - - I I RAMP I I I , a ` a a a I I a�a , I I I I I I I I�I I 85-OLAB LEVEL P1
� INSULATION ATTACHED TO UNDERSIDE OF METAL DECK.
=----- --
� -� � �i~ � � I I � � � ° I I� I�I I I I I I 22. SNOW FENCE BRACKET MOUINTED TO STEEL BEAMS AND IN
III III II PLANE WITH THE EXTERIOR WALL RE: ROOF PLAN AND STRUCT.
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i i � < a '� I -I I I -I I I= 23.HORIZONTAL DEFLECTION JOINT WITH BY-PASS STUD FRAMING PROJ. NO. 17004.00
I I I I I I I PROVIDE MINERAL WOOL INSULATION IN THE SLAB EDGE VOID,
� � i i i i i i i i i i � a I IIII�III I �
a OWNER � I I I I I I I I � ELASTOMERIC SPRAY AND ASSOCIATED COMPONENTS PER DRAWN: RW
I i I i I I 33 I ,a a a e ` I STORAGE a a I '� � UL SYSTEM CW-S-1021. RE: SHEET A9.21
� I-I I I I I I- 24.SANDSTONE SILL PIECE CHECKED: �M
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I I I I I I I I I I I 25.HORIZONTAL DEFLECTION JOINT AT PLATFORM FRAMING WITH 1"
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i i °° ° ° � 33 ��� I I I I I I I SALB EDGE VOID; PROVIDE MINERAL WOOL INSULATION IN THE CADD FILE: .dWg
� i i I ° a ° � � 4 I I I I I I I °a� I I I I II I I I I BOTTOM STUD TRACK WITH ELASTOMERIC SPRAY COATING AT DATE: 1 Z ZO ZO13
� I � I �I I °` a � G ° I � I-I I I I I I 1 HOUR RATED EXTERIOR WALL LOCATIONS ONLY. � �
� T.O. SLAB LEVEL P2 I I , I � rt- T.O. SLAB LEVEL P2 UL CW-S-0003 RE: SHEET A9.21
� � i VARIES a � ° a � ° � , � a a � ° � � ° °° � a ° � � ^ ° n ° ° ° ° 4 �� I I I I I I I I I I VARIES 26,PROMONADE STYLE DECK DRAIN AND OVERFLOW RE:PLUMBING R E V I S I O N S:
� i i I I ° � III III I � 27.COPPER GUTTER AND COPPER DOWNSPOUT WITH 2 LINES OF Q1 ADDENDUM 1 01/24/2014
o ------ ------ --�----------------------- ---------� RAMP I HEAT TRACE IN THE GUTTERS RE: ELEC
� __ _________ i ________ ----i I I � I I I I I I I I n � '� I I -I I I�I I I 28.TYPICAL BELOW GRADE WALLS : Q3 ASI 001 FOR CONSTRUCTION
� �� � II III II CONCRETE FOUNDATION WALL RE: STRUCT : 07/15/2014
� I
� i ; I I I � I �� I�I I I I I I SINGLE SIDED SHORING SYSTEM RE: 13-17/A9.13
� ' ' ° � � I I I I I I I I W 1 1/2" XPS FOAM INSULATION OVER DRAINAGE COMPOSITE
� i i � � LAYER OVER WATERPROOFING MEMBRANE OVER CONC WALL
� i i � OWNER � ° a �� I I I I I I I I I I I I I�I � RE : DEWATERING DRAWINGS FOR PERIMETER DRAINBOARD AND COOZ ARCHITECTURE
I I I a � I I I STORAGE I I �� I I I I�I I I DEWATERING UNDERDRAIN SYSTEM FOR TIE BELOW GRADE.
� I i I �I I 34 0� ��� v oo u���`�0���-"�" I �� I ' I III I I I I I 30. TYPICAL SLAB ON GRADE
� ��,,- � , 0 , REINFORCED CONCRETE SLAB ON GRADE OVER COMPACTED
� � � i � � �oo �, i`' I I I I I I I I 34 ° �� I-I I I I I I- AGGREGATE BASE ON COMPACTED SOIL RE: STRUCT ; OVER STRATA VAIL
H i i � � � �%%��'���> �"��'�� ����� I I I I � I I I I I I � �I I I I I I I I I I I I I I I I I PERMANENT DEWATERING SYSTEM, RE : DEWATERING PLAN
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� I I-I I I-I I I-I I I I I I-I I- I I-I I I I I I-I I I-I I � I I I I I I I T.O. SLAB LEVEL P3 31. FOUNDATION SINGLE SIDED SHORING SYSTEM WITH STEEL PILE,
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� � � . ��.� ><, ���„� ,r � � � � � d � a a a a a � a a a � SHEET TITLE.
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� � ° ° � � � ; � ° � � � � ° � ° ° � � °° � ° °° � I I I I I I I INSULATION BOARD OVER AIR/MOISTURE BARRIER, 5/8 EXT
�v I ` � a ° ° a a ° ° a a m a a a ° a a ° ° � � � a a a ° � a° ° °a � ° ° ° ° � ° ° ° � ° GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
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a ° ° a °a ° a a a � 3 . TRAFFIC BEAR NG M
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II I I I I � . � .a a a a . �4 � .a � a . a . a 4 �° a a .. - - - - - - - - - - - - - -
I I � a a I ° _ ° a ° _ � _ °° a °I - - i - - I I I I I 34.CONCRET�PEN�TRA�G�SEA���SLAe�ON,GRA�E
PARTIAL WEST ELEV. =i!;i i �-i i i � _ _ � � � WALL ECTION ,
I � I I I I I I � I�� I I I I I I II I I �� I I � I I I I � � � ��I I I�I I I I I I �� I I I I I I I i I I i i I 35.COORDINATE BOTTOM OF HYDROCOIL DRAINAGE COMPOSITE �
�
3 SCALE: 1 4" = 1'-0" I I � SCALE: 1 4" = 1'-0" � SCALE: 1 4" = 1'-0" W/TEE CONNECTOR AND 4" PVC LATERAL DRAIN PIPE � �
� ELEVATIONS PER DEWATERING DRAWINGS. ^ ,�f�
/ 0 2 4 8 / 0 2 4 8 / 0 2 4 8 3
12.3 13.0 13.4 13.5 13.6 A3.3 A3 A2.4 A2 A1.1 A1 �2.4 A2 A1.1 A1 1 HOUR EXTERIOR WALL ASSEMBLY PER F LAG N OT E S �
2 � UL V454. SEE EXTERIOR ELEVATIONS
FOR EXTERIOR MATERIAL OVER 1 1/2" �, npICAL HIGH SLOPING ROOF CONSTRUCTION:
A5.10 A5.10 XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
15 BARRIER OVER EXTERIOR 5/8" TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1°
� 24 1 1 GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W/ 3" POLYISOCYANURATE INSULATION
� R-19 BATT INSULATION, VAPOR FASTEN THRU 2�" LOOSE LAID POLYISOCYANURATE INSULATION,
� I �- T I I I� I I I I BARRIER, 5/8" TYPE 'X' GYP BD. OVER 15LB ASPHALT IMPREGNATED AIR/VAPOR BARRIER OVER
� 5
� I �" TYPE 'X' EXT. GLASS MAT SHEATHING INTO METAL DECK,
A9.42 OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE A fl C H I 1 E C t U R E
� SIM ��' I PROOFING AT STEEL BEAM, COLUMN SUPPORTS AND UNDERSIDE
��' OF METAL DECK WITH METAL STUD CEILING FRAMING AND 5/8"
` � � � � � � � �
�� �``� TYPE 'X' GYP BOARD. (UL P732)
15 I ��� C ; , � � � 22 I 3003 Larimer Street
�' �� I � _ - -
� � � � � � � � _
`'L ' � , 2. MAIN ENTRY ROOF CONSTRUCTION :
� STANDING SEAM ZINC METAL ROOF OVER 2 LAYERS HT Denver, Colorado 80205
i , I i , I I i - '� J � � � � � , � _ ` ANE, OVER �" FRT PLYW000 SHEATHING
T.O. SLAB LEVEL 6 T.O. SLAB LEVEL 6
° _ __° �_________° ___ � � ' � 158-3 - a � '� 5 158-3 EN 0 3"X6" NO Phone 30 , 61.5704
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MECHANICALLY FAST ED INT MINAL STRUCTURAL WOOD 3 8
�°---- ---- - tl`------ ------- 8 -------- - - ----� �- DECKING OVER MIN 6" NOMINAL WIDE HEAVY TIMBER STRUCTURAL
� - ` - -
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;>��� ��� �a - 9'4 �M �� i I � ��� � l : � I i ( HEAVY TIMBER ROOF CONSTRUCTION )
_ ;� ;�
A8.22 =
� - WDO HEAD �� � WDO HEAD 3. FLAT ROOF CONSTRUCTION OVER METAL DECK:
- A$22 RUBBER WALKWAY PADS ON 90 MIL EPDM ROOF MEMBRANE
� � 2BR � � 5 OVER 1/2" DENS DECK PRIME PROTECTION BOARD ON
\�� �� 2G � \�� = GUARDRAIL, R • 36R+L o TAPERED POLYISOCYANURATE INSULAl10N, 5" MIN � DRAIN,
�`, �� A503 I I - �� I�� I �`� g � I 5/A9.35 SIM I� 3B-� 11 I I i ON � TYPE X GYP. BD. OVER METAL DECK, OVER STEEL
� � • - � � A504 A8.22 � BEAM FRAMING RE STRUCT. SPRAY ON FIREPROOFING AT
,�� �� � � �� STEEL BEAMS, COLUMNS AND UNDERSIDE OF METAL DECK.
�,� / 12 ; � .34 ,' N �� `i METAL CLG FRAMING AND �" TYPE �X� GYP. BD. (UL P732)
� $2 � \\ // � � ' 16 � � 4. BARREL VAULT ROOF CONSTRUCTION :
�� �lul -� 15 12 I STANDING SEAM COPPER METAL ROOF OVER 2 LAYERS HT
2 I ; �� � I I I I I A8,22 , I ) $ WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
A9.20 A9.21 MECHANICALLY FASTENED INTO 3"X6" NOMINAL TONGUE AND
. � � I 24 - GLUE STRUCTURAL WOOD DECKING OVER MIN 6" NOMINAL
T.O. SLAB LEVEL 5 T.O. SLAB LEVEL 5
-`- ---"�- , ° ° ° � ° � 146-3 -�--------T- ----------�'-�`�-----°-------------°- - -° 146-3 WIDE RADIUS STRUCTURAL GL ROOF FRAMING OVER STEEL
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-- r >;� � 1 HOUR RATED K, � - K,
� � � --�-�� ---- �� 6 � � � �� -� 5, TYPICAL ROOF BALCONY SOFFIT:
A •22 � ❑ � � K' CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
WDO HEAD A$22 WDO HEAD WITH 5/8� X 3 1/2" CEMENTITIOUS BATTENS TRIM. PAINT.
� � ��
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�, \ 3F _ �, �, 36-L 2 � �, OR METAL PANEL SIDING; RE: ELEVATIONS . 1 1/2 STONE � �
,� � A • I I A403 I I `� I � I I A404 A8.22 I I � WOOL INSULATION BOARD W/ 2" VERTICAL 'Z' GIRTS OVER �� ������� �
,� , , � z AIR/MOISTURE BARRIER, 5/8" EXT GLASS MAT SHEATHING, 6" � � �L������,� � �
� ' O ,�� � 3 / �� �' � i 10 �' � METAL STUD, R-19 BATT INSULATION, VAPOR BARRIER, 5/8" ������ �
❑ � � TYPE X GYP BD. RE: UL V454 FOR 1 HOUR RATED WALL � 2�� �� �
] �� - � - � �� 3 7, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STONE VENEER:
- qg,22 ) STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH �.���� �� � /�,���
I I I I I I MORTAR OVER VENTILATION MAT , 1 1/2 STONE WOOL �Y""
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T.O. SLAB LEVEL 4 T.O. SLAB LEVEL 4 INSULATION BOARD, AIR AND MOISTURE BARRIER, 5/8° EXT
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� , ���� � ° ! � � ' � 25 INSULATION, VAPOR BARRIER, 5/8" GYP BD. RE: UL V454 FOR
-- !-� 4 M � � � r � 1 H O U R R A T E D W A L L 0 7.13.2 0 1 4
� i ( �� � JJ J �� (1 (1 L i � �: � L 1 1� < < i ���_ �_ �'
- � ;�, ;�, g, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STUCCO :
� ul 3-COAT CEMENTITIOUS SYSTEM, EXPANDED METAL LATH, �"
WDO HEAD
WDO HEAD EXTERIOR GLASS MAT SHEATHING, 2-PLY TYPE D ASPHALT
BUILDING PAPER, ,
� , \�� 3BR �`� 21 3BR+L n � � 1 1/2" STONE WOOL INSULATION BOARD »1
��, ��� 3F 21 �� � 3B_� � � VERTICAL Z GIRTS, , AIR AND MOISTURE BARRIER, 5/8
EXT GLASS MAT SHEATHING, 6 METAL STUD, R-19 BATT
,� � A303 � 10 A304 INSULATION, VAPOR BARRIER, 5/8" GYP BD. �
,- O ' I I I I �
10 z RE:UL V454 FOR 1 HOUR RATED EXTERIOR WALL.
// � //� ///� i N I I I N
_ � � g. TYPICAL EXTERIOR WALL CONSTRUCTION � CONCRETE CORE �
� O
� ,� WALL• EXTERIOR MATERIAL RE: ELEVATIONS, 1 1/2 STONE
�� - - ' WOOL INSULATION BOARD, AIR/MOISTURE BARRIER, 5/8"
20 20 GYPSUM SHEATHING, 6" METAL STUO, R-19 BATT INSULATION,
1 HOUR RATED ; r 1/2" AIR SPACE, CONCRETE WALL, RE:STRUCT. �
I � � I 6 T.O. SLAB LEVEL 3 ; ,; T.O. SLAB LEVEL 3 10. TYPICAL RESIDENTIAL WINDOW: Q
------------ ---'�----`- _°- -�---- ° _ . ----= � -- 123-5 ��---=---°- , ---;-----=-, � °°�-_°-------------- -- -, i 123-5 METAL CLAD WOOD WINDOWS WITH INSULATION LOW E GLAZING
� 1 1. � J1 11 1 1� � LU �(l� 1 . ��� � _ �� � Ol �1� 1 0_(1( (1(1�� J�1 .J 1( 1Ol ,_1 � 111 (,( ( y_'L ; � 1 � Ul 1 J 0 U D��� � 1�1��S(�SJ� (1 �t 0� �1,1 S( � �, �0 �u�� �JJ �J��U�1L��J�u ,.� _. A9.21 ,�, �
, i � , � i � 25 z , �_ a 3 � RE: ELEVATIONS FOR WINDOW TYPE AND OPERATION.
i � i 11. TYPICAL RESIDENIIAL UNIT PATIO DOORS: O
❑❑ "' � "' METAL CLAD WOOD IN-SWING OR SLIDING DOOR W/ LOW E
WDO HEAD I i WDO HEAD GLAZING RE: PLANS FOR DOOR TYPE AND OPERATION. J
I I I I I I O
, 36R , 36R+L 12. ALUMINUM LOW-RISE CURTAINWALL OR STOREFRONT WINDOW �
SYSTEM WITH 1" INSULATED LOW E GLAZING; RE :SCHEDULE
��, 3F ��� �, 36-L I 10 �n 13. SAME AS #15 WITHOUT SNOWMELT TUBING SYSTEM U
,� A203 - - ��� � A204 �
� O �p 14. TYPICAL EXPOSED BALCONY : ••
, �� I I I I ,'� `� � I I I I I �' � HEAVY DUTY TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE J
4 � � OVER METAL DECK AND STEEL FRAMING RE: STRUCT. � �
�' UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS SOFFIT
] �� �� I 4 PANEL BOARD OVER METAL STUD FRAMING.
R-38 ATT INSULATION �
- PINNED TO UNDERSIDE OF 15• EXTERIOR BALCONY OVER OCCUPIED SPACE W SNOWMELT : �
METAL DECK __ 15 SIM „ / /
A9 43 �
T.O. SLAB LEVEL 2 � ' T.O. SLAB LEVEL 2
- - - - - - - VER
---------------�---------=--�-a- ------=-�-�----------=--�--- � --�--------------- -------°--�-�=----�_
N A S N AN WI N L IN N
DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER 0
, �, � � 7 � 112-0 l ��,��,��,��1�(�U r- �` ( -; --------)( ---);� = 112-0 PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
J ����� �� ' ' �� � I � 1 1J ✓ � 1 _ A9.41 0 �)1� � �, U UI I � I MEMBRANE ON SLOPED CONCRETE TO DRAIN OVER METAL
� ��'''_ I DECK AND STEEL FRAMING RE: STRUCT. R-38 UNFACED HIGH
23 �
r------- - ---- ------------------------ -- = DENSITY BATT INSULATION WITH ASPHALT IMPREGNATED
_ J i i i - - B.O. SOFFIT i R-38 BATT INSULAl10N - °
i i i � AIR/VAPOR BARRIER AT UNDERSIDE OF BALCONY METAL DECK.
� � � r i PINNED TO UNDERSIDE OF ' % �o
i i � I I I I I , I � ____________METAL DECK_________ I '� 16. BALCONY GUARDRAILS:
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i i A8.04 I � � � � �,` VERTICAL WOOD POSTS W/ STEEL FLAT BAR INFILL SYSTEM.
i i � - � 7 o i i i i ' I B.O. SOFFIT PROVIDE HIGH PERFORMANCE ZINC PRIMER AND PAINT SYSTEM
i N I
i i i - - -� ON ALL EXPOSED STEEL COMPONENTS. RE : A9.35
I I � I I I
i i � �� f � � �� ; i i i g 17. TYPICAL BALCONY SOFFIT:
i i - - � -- � � - � I ° i i i I i � A9.22 o CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
� i � % °' ' i i i '�� � WITH 5�8 X 3-1�2 CEMENTITIOUS BATTENS. PAINT.
i I i I � i z - 32 ' i i i � CO MER IAL I �� � 18. PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE :
I i i �� � � �� � � i � � � M o CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
� ; ; . 4 � � ; � � � %� � DRAINAGE�FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
� i i i 4" REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/
I _I - , , T.O. SLAB LEVEL 1 1 i i i i- � T.O. SLAB LEVEL 1 FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN
i � � � � � � 100-0 i � 100-0
� I GARAGE , � � � 7 REINFORCED WATERPROOF MEMBRANE ON SLOPING CONCRETE
I 8 i i i i STRUCTURAL SLAB TO DRAIN. RE: 1/A9.13
I ENTRY RAMP ' '� = ARA�E NTRY ' i i i CONCRETE WALK,
i i i i RE; LANDSCAPE 19. EXTERIOR PLANTER OVER OCCUPIED SPACE � PLAZA :
I 0 I I CONCRETE o i i i i ASPHALT DRIVE, PLANTER SOIL W/ROOT BARRIER ON DRAINAGE MAT/FILTER
I I � - - I � - i �$ i ASPHALT � I ' i i I i � I RE; CIVIL FABRIC OVER 4" REINFORCED SLOPING CONCRETE TOPPING
� i SLAB TO DRAIN OVER DRAINAGE/FILTER FABRIC LAYER OVER
, T.O. SLAB RETAIL + i i T.O. SLAB RETAIL
� a 95-0 � � � 95-0 PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
ii ° °
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i_ _I_I _ _-_;_, ' __ ITI _ __I� � � � ° ° ° ° ° ° PLANTER SIDE WALLS SHALL INCLUDE DRAINAGE MAT FILTER
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i � � �' � � � I I I I 910_5 ALL a I I I I I I I 20.TYPICAL FLOOR CONSTRUCTION LEVEL 2 THRU 7:
i _ _ _ _ _ ` I I I I I I I I I I I I I I I � �c FLOOR FINISH RE: SPECIFICATIONS OVER CONCRETE ON METAL
� I I I I I I I I I I LAUNDRY II I II I I I o, DECK ON STEEL FRAMING RE: STRUCT, 2 HR SPRAY ON FIRE
i � aa I I PROOFING AT STEEL FRAMING AND UNDERSIDE OF METAL DECK
i 2 p,H, I I I-I I I- I I=I I I-I 0 I I-I I I-I I I WITH R-19 BATT INSULATION (2 HR, UL D779)
� I A5.�3 I I a ° II III � II III�� II I I I III � � I I
� STORAGE � � 28 33 �� I I I I I I I I 21. GYP BD CEILING OVER CLG SUPPORT SYSTEM SUSPENDED ON
I III III III � � III III I WIRE HANGERS ATTACHED TO UNDERSIDE OF METAL DECK, RE:
i � °a I I I I I I I I= I I=I I I=I � I I=I I I=I I I= UNIT CEILING PLANS FOR HEIGHTS, R-19 SOUND BATT
� - -- I I I I I I I I I I � a b ° ° G , ° a � � � ° �I I VARIES A B L E V E L P 1 I N S U L A T I O N A T T A C H E D T O U N D E R S I D E O F M E T A L D E C K.
�
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-_____ I I I I G° I I I I I I I�I I I ° - I I I-I I I-I PLANE WITH THE EXTERIOR WALL RE: ROOF PLAN AND STRUCT.
-`-----___ _ � a I I I I I I I I � �__ I I=I � �=I ¢ I I-I I �-I I I _
- -______ _ a I I I I I I I I I I I I I I I I I I I I I I I I I I I I 23.HORIZONTAL DEFLECTION JOINT WITH BY PASS STUD FRAMING PROJ. NO. 17004.00
-- � `��° ` z PROVIDE MINERAL WOOL INSULATION IN THE SLAB EDGE VOID,
- - OWNER 31 `D ELASTOMERIC SPRAY AND ASSOCIATED COMPONENTS PER DRAWN: RW
--------__ ° I I I I I I I�I I I STORAGE A I I I-I I I-I UL SYSTEM CW-S-1021. RE: SHEET A9.21
------- I I I I 4 I I I I I=I I I=I II I=I I I _ a I I-I I I-I I I- 24.SANDSTONE SILL PIECE CHECKED: �M
33 - - - 31 � 33 a _ „
I I I I I HORIZONTAL DEFLECTION JOINT AT PLATFORM FRAMING WITH 1
25.
� a - CADD FILE: .dwg
o I I I I I I I I I I I I I I I I I I I SALB EDGE VOID; PROVIDE MINERAL WOOL INSULATION IN THE
� I I I I I I I I I I I I I I I I I ° G I I I-I I I-I BOTTOM STUD TRACK WITH ELASTOMERIC SPRAY COATING AT ,
� _ ______ _ ____________ _____ __ _ _ __ ______ � � 4 � d 4 _ ,_ T.O. SLAB LEVEL P2 c � T.O. SLAB LEVEL P � HOUR RATED EXTERIOR WALL LOCATIONS ONLY. DATE. 12/20/2013
� ' �-I-I-I � - �=I I�I VARIES � a aG VARIES
�. � �I I � UL CW-S-0003 RE: SHEET A9.21
� ------------ --------------------------- ------------------ -- -- ---------- -------- � � a a a a a � , a a a I I I I I I I I I I I�I I I � �a a � � „ a o I I I I I I I REVisioNS:
� I � I I I I I I I I I I I I I I I I I I 26.PROMONADE STYLE DECK DRAIN AND OVERFLOW RE:PLUMBING
� a � I I I I I I I I I I a° I I I-I I I-I 27.COPPER GUTTER AND COPPER DOWNSPOUT WITH 2 LINES OF Q1 ADDENDUM 1 01/24/2014
� � I I I I= I I=I I I=I - - 28 HEAT TRACE IN THE GUTTERS RE: ELEC
� ° I I I I I I I I I I I I I I I I I 28.TYPICAL BELOW GRADE WALLS : Q3 ASI 001 FOR CONSTRUCTION
� ° CONCRETE FOUNDATION WALL RE: STRUCT :
� -----_ _____ OWNER I II I II I I I I I I I I I I � � ° I I I I I I I I SINGLE SIDED SHORING SYSTEM RE: 13-17 A9.13 07/15/2014
� ---_______ I I STORAGE � � II III III III�III �- � � OWNER � III-III-I � °
' STORAGE i 1 1/2 XPS FOAM INSULATION OVER DRAINAGE COMPOSITE
� '----- - I � �' I I I=I I I- I I-I I I-I ° ° I I-I I I-I I I- RE� DE ATERING DRA►MNGS OR PERIMETER DRA NBOARDLAND COOZ ARCHITECTURE
� I � II III � II 0 III � � I I
� - -- -- � ° DEWATERING UNDERDRAIN SYSTEM FOR TIE BELOW GRADE.
� ---_---
_ � IIII I � � II I � � I II II � III
-
� ---� I I I I I I I�I I I - � - I I I-I I I-I 30. TYPICAL SLAB ON GRADE
� II REINFORCED CONCRETE SLAB ON GRADE OVER COMPACTED
� I I 34 I I ° I I I I I=I I I=I I I=III I=I I I 34 I I-I I I-I I I- AGGREGATE BASE ON COMPACTED SOIL RE: STRUCT • OVER
y I °° I I I I I I I I I I �� I I I I I I I PERMANENT DEWATERING SYSTEM, RE : DEWATERING PLAN STRATA VAIL
� I I I I I I I I I I I a I I I I I I I I 31. FOUNDATION SINGLE SIDED SHORING SYSTEM WITH STEEL PILE, 1 00% CD�S
� -- -- --- -- -- - - -- -- a G c a ad I I I I� �I I T.O. SLAB LEVEL P3 c c 4 a �I I- T.O. SLAB LEVEL P �E BACKS AND WOOD LAGGING SYSTEM. ,
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a a � � � a � �� P2 / RAMPS SHEET NUMBER:
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PARTIAL SOUTH LEV. ALL I ALL SECTION �� ������������
3 � � � � „ � �� � � » � �� � 35.COORDINATE BOTTOM OF HYDROCOIL DRAINAGE COMPOSITE
SCALE: 1�4 = 1 -0 SCALE: 1�4 1 0 SCALE: 1�4 1 0 � W�TEE CONNECTOR AND 4" PVC LATERAL DRAIN PIPE � �
0 2 4 8 0 2 4 8 0 2 4 8 ELEVATIONS PER DEWATERING DRAWINGS. �,� ,.�;
1 ��// .5 14.6 15 1 .3 � ' .4 A2 A1.1 A1 1 HOUR EXTERIOR WALL ASSEMBLY PER FLAG NOTES �
� i� 5 UL V454. SEE EXTERIOR ELEVATIONS
, FOR EXTERIOR MATERIAL OVER 1 1/2" �, npICAL HIGH SLOPING ROOF CONSTRUCTION:
; I ` I 9'41 XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
BARRIER OVER EXTERIOR 5/8" TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1°
i I. � I I I I I I GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W/ 3" POLYISOCYANURATE INSULATION
� R-19 BATT INSULATION� VAPOR FASTEN THRU 2�" LOOSE LAID POLYISOCYANURATE INSULATION,
� BARRIER, 5/8 TYPE X GYP BD. OVER 15LB ASPHALT IMPREGNATED AIR/VAPOR BARRIER OVER
----
------------- ----- �" TYPE 'X' EXT. GLASS MAT SHEATHING INTO METAL DECK,
I ' � 29 I I I OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE A fl C H I 1 E C t U R E
, PROOFING AT STEEL BEAM, COLUMN SUPPORTS AND UNDERSIDE
' � • � OF METAL DECK WITH METAL STUD CEILING FRAMING AND 5�8"
_ - _ 16 _ _ ; - _ _- - - � TYPE 'X' GYP BOARD. (UL P732)
A8.25 ��
2 12 A3 A2.4 A2 A1.1 A1 3003 �arimer Street
A5.11 I I A8,25 2. MAIN ENTRY ROOF CONSTRUCTION :
STANDING SEAM ZINC METAL ROOF OVER 2 LAYERS HT Denver, Colorado 80205
WATERPROOF MEMBRANE, OVER �" FRT PLYW000 SHEATHING
I I I I GUARDRAIL, RE; I � MECHANICALLY FASTENED INTO 3"X6" NOMINAL STRUCTURAL WOOD Phone 303,861.5704
\ 5/A9.35 SIM DECKING OVER MIN 6" NOMINAL WIDE HEAVY TIMBER STRUCTURAL
I ! ROOF FRAMING, STEEL COLUMNS RE:STRUCT.
/ \ 12 \� �
l ( HEAVY TIMBER ROOF CONSTRUCTION )
�� �\ A8.25 \ TERRACE I I �6 I I 3, FLAT ROOF CONSTRUCTION OVER METAL DECK:
I �
� 5 \ RUBBER WALKWAY PADS ON 90 MIL EPDM ROOF MEMBRANE
� I \ I I I _ - I �� 9 41 � - OVER 1/2" DENS DECK PRIME PROTECTION BOARD ON
/
� ' i 13 TAPERED POLYISOCYANURATE INSULAl10N, 5" MIN � DRAIN,
I f - 1 I - ' 9.41 ON �" TYPE �X� GYP. BD. OVER METAL DECK, OVER STEEL
� � 15 � � � 8 � I I 2 I I BEAM FRAMING RE STRUCT. SPRAY ON FIREPROOFING AT
� I 9'`�� � , STEEL BEAMS, COLUMNS AND UNDERSIDE OF METAL DECK.
r 22 METAL CLG FRAMING AND �" TYPE �X� GYP. BD. (UL P732)
_ _ _ _ _ ,� � i T.O. SLAB LEVEL 6 ��r �� .���� � T.O. SLAB LEVEL 6
e
I � -----�-=--1-� „ �I , o o I n 158-3 158-3
- ° � � I ° , ° ° = �--�- -�----4- ,
--- -- - -�°--- �- --_,-a-- - ---- ° ----�-�-- - - -� - -- --�-- - - --- - • o .
2� BARREL VAULT ROOF CONSTRUCTI N •
- � � , - � > ,>� � � � �_ � �� � ` ' � C ��; i C�� . �_ �t��� ��� � OOF
z
STANDING SEAM COPPER METAL R OVER 2 LAYERS HT
� � = � ' J � I � =' �� I `�r µI� �� I I I � WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
-- � . _ �`��+ !. ,. ' ;�, MECHANICALLY FASTENED INTO 3 X6 NOMINAL TONGUE AND
I I I I I - � � WDO HEAD GLUE STRUCTURAL WOOD DECKING OVER MIN 6" NOMINAL
_ _ WIDE RADIUS STRUCTURAL GLB ROOF FRAMING OVER STEEL
`\
5 BEAM SUPPORTS RE:STRUCT. ( HEAVY TIMBER ROOF CONST. )
36R+L - 36R+L � � �
�� A8 � 36-L ° 36-L 5 � 0 5. �ICAL ROOF BALCONY SOFFIT:
`, , - � I A8.22 I � I I � CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
, A504 � � A504 x � WITH 5/8� X 3 1/2" CEMENTITIOUS BATTENS TRIM. PAINT.
,'� A8 2 - I I I I I _- I A8 22 � 10 �0 6. TYPICAL EXTERIOR WALL CONSTRUCTION WITH CEMENTITIOUS �����
n �� �
- OR METAL PANEL SIDING• RE: ELEVATIONS : 1 1 2 STONE
� / �
�� � \ 6 � WOOL INSULATION BOARD W/ 2" VERTICAL 'Z' GIRTS OVER n �� ������� ��
I A$22 I I AIR/MOISTURE BARRIER, 5/8 EXT GLASS MAT SHEATHING, 6 � � �L������,� � �
, 24 ; 8 METAL STUD, R-19 BATT INSULATION, VAPOR BARRIER, 5/8" �� ��� �
� �
� I I I I �� T.O. SLAB LEVEL 5 - T.O. SLAB LEVEL 5 �E X GYP BD. RE: UL V454 FOR 1 HOUR RATED WALL �
- - - � 2�� ��
, � , , , �a----------�---- �1- 146-3 T-----�-`-�---- �`- ------,-�;-, � - � 146-3 7. TYPICAL EXTERIOR WALL CONSTRUCTION WITH STONE VENEER:
- ---�--- � ._ -----�--� �--�---
�1�� �(S��L1111�J��(1�`��1� 1�� ,Lu���L� i,i�� C�L�LI 1� �� y) L�,lLll�b�� (J( �1� � 1 � 1S ; ��� l `��u(1 I��,)�l((J((1Cb 1� �(�_� � )l ��1SDS�b�11( 1�11�1(�(1� � � ` 7 � STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH �.� �� � /�,���
-i r L __ i. I / -
` I I A9 2� �' MORTAR OVER VENTILATION MAT , 1 1/2" STONE WOOL h�'��� �� �/Y r"
� - - _ ' 8 6 I I � INSULATION BOARD, AIR AND MOISTURE BARRIER, 5/8° EXT
� ; . �;{ A9.21 � � � WDO HEAD GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
I I I I I � � � i INSULATION, VAPOR BARRIER, 5�8" GYP BD. RE: UL V454 FOR 03.31.2014
_ �,� , � 3BR+L � �� 3BR+L i � � HouR RA�� wA�� 0�.��5:20�4
- �� A8 ' � 3B-L 6 z 36-L �o z g, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STUCCO :
� ' "' A$•22 I i' 3-COAT CEMENTITIOUS SYSTEM, EXPANDED METAL LATH, �"
, � 11 A404 ; � I A404 j I 'I �Q I I N � EXTERIOR GLASS MAT SHEATHING, 2-PLY TYPE D ASPHALT
,� � .' � 1 1/2 STONE WOOL INSULATION BOARD 1
_ �� I - I I I I I �{ A$22 I oo BUILDING PAPER, ,»
I- � VERTICAL Z GIRTS, , AIR AND MOISTURE BARRIER, 5/8
�� � ' EXT GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
= ' I 12 � I INSULATION, VAPOR BARRIER, 5/8" GYP BD.
� I I A$'22 � I I RE:UL V454 FOR 1 HOUR RATED EXTERIOR WALL. J
�2 = , � 6 g. TYPICAL EXTERIOR WALL CONSTRUCTION � CONCRETE CORE �
� , T.O. SLAB LEVEL 4 ,_ T.O. SLAB LEVEL 4 WALL• EXTERIOR MATERIAL RE: ELEVATIONS, 1 1/2" STONE O
. I I . . r i � -----�--�-�-I----�=-�-�--�----_--,-------�---- `-� �� 134-10 ---------------���"�°------------- 25 134-10 WOOL INSULATION BOARD AIR/MOISTURE BARRIER 5/8"
��_ ��� ����- - � �� 3 U l�� `� �C(1 _0 (1 � 1� - , ,
� � � I A9.21 ; ���� r i L Y, GYPSUM SHEATHING, 6" METAL STUO, R-19 BATT INSULATION, Q
i ; � ' 1/2" AIR SPACE, CONCRETE WALL, RE:STRUCT. �
�
I I � � I I 10. TYPICAL RESIDENTIAL WINDOW:
� _ � WDO HEAD METAL CLAD WOOD WINDOWS WITH INSULATION LOW E GLAZING �
,\ RE: ELEVATIONS FOR WINDOW TYPE AND OPERATION.
� I I I I I 3BR+L 21 I � �� 3BR+L �I � 11. TYPICAL RESIDENIIAL UNIT PATIO DOORS:
� O
� ��� - r 3B-L _ ;r, 3B-L �n METAL CLAD WOOD IN-SWING OR SLIDING DOOR W/ LOW E
; A304 - � A304 z � GLAZING RE: PLANS FOR DOOR TYPE AND OPERATION. J
/ ,�' i \ ; I I I �� I I � � �2. ALUMINUM LOWn RISE CURTAINWALL OR STOREFRONT WINDOW � O
� SYSTEM WITH 1 INSULATED LOW E GLAZING; RE :SCHEDULE ' `
� �� � � I I I I I ' 1- i 13. SAME AS #15 WITHOUT SNOWMELT TUBING SYSTEM v
20 14. TYPICAL EXPOSED BALCONY : ••
� ' `' HEAVY DUTY TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE J
= I I � I I OVER METAL DECK AND STEEL FRAMING RE: STRUCT. � �
- T.O. SLAB LEVEL 3 ,T _. � T.O. SLAB LEVEL 3 UNDERSIDE. 1x3 CEDAR BATTENS ON CEMEMTITIOUS SOFFIT
�
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,
� I � 4-1 ' I � . . '� , Bg.3 B10 B11 B12 �•0 B9.3 B10 B11 B12 1 HOUR EXTERIOR WALL ASSEMBLY PER FLAG NOTES �
L- - - - --- - -- --
, I i i - - --� UL V454. SEE EXTERIOR ELEVATIONS
,
,,
� FOR EXTERIOR MATERIA OVER 1 1/2"
: ,
� 1. TYPICAL HIGH SLOPING ROOF CONSTRUCTION:
� � '� _ ^ 1 XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
i _ > � , - BARRIER OVER EXTERIOR 5/8" TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1°
�
� _
~ 22 GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W/ 3" POLYISOCYANURATE INSULATION
i -
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�
i - - I I I - R-19 BATT INSULATION, VAPOR FASTEN THRU 2�" LOOSE LAID POLYISOCYANURATE INSULATION,
' 5/8" TYPE 'X' GYP BD. OVER 15LB ASPHALT IMPREGNATED AIR/VAPOR BARRIER OVER
-I � 1^ I � t � I I .............., BARRIER,
� � ��-� - ' --,t_ � � � � � = �" TYPE 'X' EXT. GLASS MAT SHEATHING INTO METAL DECK,
-- -- _ -
_
--- -------- ------- � - -------- � � OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE ��C H I��C�U R�
,
_
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i -' - _ _, - - �., _ - . DE
�g A9 41 PROOFING AT STEEL BEAM, COLUMN SUPPORTS AND UNDERSI
� - ' � n - SIM OF METAL DECK WITH METAL STU CEILING FRAMING AN 5 8"
- �_ � - �-� � - -� _ I D D
-- I I 2 � ° _ � _ 1 , L , , T.O. STEEL A8.25 5 � , /
� ;�.- ` I I I TYPE X GYP BOARD. (UL P732)
� � 3003 Larimer Street
I I I � _ � rt A9.40 - � � ' HEAVY
A8.25 � �������� � - � � � � 27 � �� I TIMBER 2. MAIN ENTRY ROOF CONSTRUCTION :
I � qg,25 STANDING SEAM ZINC METAL ROOF OVER 2 LAYERS HT Denver, Colorado 80205
�
(V n
` � WATERPROOF MEMBRANE, OVER � FRT PLYW000 SHEATHING
WDO HEAD
n n
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/ / s
n
/
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�� I �•22 ' I ,'� I \ 12 I I 5 I I I I I ;�, ROOF FRAMING, STEEL COLUMNS RE:STRUCT.
� , \ A8.25 I I I s .-
;� \ \ 6 , � g � 36R �� ( HEAVY TIMBER ROOF CONSTRUCTION )
•� �� qg,22 � � A8.22 o PC 3. FLAT ROOF CONSTRUCTION OVER METAL DECK.
� � N � 6702 RUBBER WALKWAY PADS ON 90 MIL EPDM ROOF MEMBRANE
7 �
' `� 7 � OVER 1/2" DENS DECK PRIME PROTECTION BOARD ON
- A9.23 � PC A$•22 I I I I 16 TAPERED POLYISOCYANURATE INSULAl10N, 5" MIN � DRAIN,
_ I � � I I I I i 1� ON �" TYPE �X� GYP. BD. OVER METAL DECK, OVER STEEL
8��2 � 6 SIM BEAM FRAMING RE STRUCT. SPRAY ON FIREPROOFING AT
' A9,21 �� A9.32 STEEL BEAMS, COLUMNS AND UNDERSIDE OF METAL DECK.
i � T.O. SLAB LEVEL 7 T.O. SLAB LEVEL 7 METAL CLG FRAMING AND �" TYPE �X� GYP. BD. (UL P732)
- - - - - -
r- -=-�- a-----�_ .�----- -- �-
� �- , `- -- ------ --, -� � --- i o 169-8 °--------- " ' ° ° 4. BARREL VAULT ROOF CONSTRUCTION :
- - -��--�- I
- � - -- - o o _� , 0 169-8
� � � �' ' \ II __ _ ° - x STANDING SEAM COPPER METAL ROOF OVER 2 LAYERS HT
_ _ ,
� I_ � i � I �
I I I �I I '-'' I I � - \ I � I i �---=' - �° � ° WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
���, - $ � M MECHANICALLY FASTENED INTO 3"X6" NOMINAL TONGUE AND
� `�L - WDO HEAD 16 WDO HEAD GLUE STRUCTURAL WOOD DECKING OVER MIN 6" NOMINAL
i �•� o � <: A .25 WIDE RADIUS STRUCTURAL GLB ROOF FRAMING OVER STEEL
.'� ,'� �' 16 \ z I I I I I T BEAM SUPPORTS RE:STRUCT. ( HEAVY TIMBER ROOF CONST. )
,' I I ,' I ,' I A8,25 `� I I I I I I o �2 HEAVY o 5, TYPICAL ROOF BALCONY SOFFIT:
�� � A •25 TIMBER �, CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
\� �� 12 I �� � WITH 5/8� X 3 1/2" CEMENTITIOUS BATTENS TRIM. PAINT.
��� �� A8.25 � �
� � `� ,' 13 SI PREFINISHED METAL CAP �' `i �Y �``�
- \ , 2�IR A8 22 °� 2gR �p o0 6. TYPICAL EXTERIOR WALL CONSTRUCTION WITH CEMENTITIOUS ��� ���� �
I � � � B603 4 I I I 21 I OR METAL PANEL SIDING; RE: ELEVATIONS : 1 1/2 STONE � �
I I I I I I I I I I �2 WOOL INSULATION BOARD W/ 2" VERTICAL 'Z' GIRTS OVER � ������� ��
i - � B603 A9 35 I AIR/MOISTURE BARRIER, 5/8" EXT GLASS MAT SHEATHING, 6" § � �L������,� � �
I � ° ° ° r - � I METAL STUD, R-19 BATT INSULATION, VAPOR BARRIER, 5/8" ������ �
I T.O. SLAB LEVEL 6 T.O. SLAB LEVEL 6 TYPE 'X' GYP BD. RE: UL V454 FOR 1 HOUR RATED WALL 2�� ��
--- ----- -------°-=---�a�--�--- _-----=----�- ---- - - -. a �
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; �� � (1 1 �l�� �� 1 �-� � - ----- -- -----------, $ 157-8 1 / C ; 1� / 1 S � 1 �� �(, ---- , --S ---1 (�l� � � �� _ _ � 157-8 �. TYPICAL EXTERIOR WALL CONSTRUCTION WITH STONE VENEER: � �
� , � ! ------ �---- ------ �� � � � � � � �- � STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH
� L_ 1 � - �-" - �
� ; � �I o -' I I � �� � -� I A9.42 � i' ti �� � �, � ��
� , i , - _ MORTAR OVER VENTILATION MAT , 1 1/2 STONE WOOL h�'�•�� -
° ° _ 9 a8:22 _ -_ _ ,�
��J i ; j INSULATION BOARD, AIR AND MOISTURE BARRIER, 5/8° EXT
i � i ' ' 1 Q WDO HEAD GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
� i ; � KICKERS 03.31.2014
� � i i � \ A8•22 INSULATION, VAPOR BARRIER, 5/8" GYP BD. RE: UL V454 FOR 07.15.2014
,� I i , � �\ � 1 HOUR RATED WALL
,' I � , `� �� , �� ;r, I I I I 11 I �, g, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STUCCO :
� i , I �\ � I I A$22 I I I 2BR I I _i A8.22 � 3-COAT CEMENTITIOUS SYSTEM, EXPANDED METAL LATH, �"
� � i ; � � ` 2C 2gR I EXTERIOR GLASS MAT SHEATHING, 2-PLY TYPE D ASPHALT
�� ! ' � �� 6505 - 2C 12 `i BUILDING PAPER, 1 1/2" STONE WOOL INSULATION BOARD, 1
� � i � � � , � , � , � � _ 32 A$•22 �� °O �" VERTICAL 'Z' GIRTS, , AIR AND MOISTURE BARRIER, 5/8"
E i ' ' /' \\ /', \\ /' \\ /', ,`\ B505 EXT GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
� i ; I I I 1 I I I I I I I I I I N S U L A T I O N, V A P O R B A R R I E R, 5/8" G Y P B D.
� i , _.J R E:U L V 4 5 4 F O R 1 H O U R R A T E D E X T E R I O R W A L L. J
�
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g. TYPICAL EXTERIOR WALL CONSTRUCTION � CONCRETE CORE
� ; ; T.O. SLAB LEVEL 5 - - -------------- ------- ---------- - - - 6 T.O. SLAB LEVEL 5 . . 1 1/2" 0
I _I I _I I i , I I I I I I I I � ----- -_--- �--°- ------�------- -----,-�-------- -- - - _------- -- 146-3 = �--;----- � ---- 146-3 ONS, STnNE
a �- � __ a
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WALL• EXTERIOR MATERIAL RE• ELEVATI
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! ' � - �- - u = ��' r''` - r_� M GYPSUM SHEATHING, 6" METAL STUO, R-19 BATT INSULATION, Q
I � i�i � , ❑ I I I I - I- � 1/2" AIR SPACE, CONCRETE WALL, RE:STRUCT.
LL J I
�
,
TYPICAL RESIDENTIAL WINDOW:
�� WDO HEAD ��• �
, i ; � METAL CLAD WOOD WINDOWS WITH INSULATION LOW E GLAZING �
� ' � 11. TYPICALVR S�IDENIIAL U�NIT�O A 0 DOORS:OPERATION.
�' � � �. ` O
,'� i , `� �� 2 B R � I I I I I `i' METAL CLAD WOOD IN-SWING OR SLIDING DOOR W/ LOW E
� I � , I > �� I I I I I I 2C I I GLAZING RE: PLANS FOR DOOR TYPE AND OPERATION. J
� O��� i ; I ,�� , B405 32 2C �p `�' � 1 2. A L U M I N U M L O W-R I S E C U R T A I N W A L L O R S T O R E F R O N T W I N D O W �
I ` n
, �o SYSTEM WITH 1 INSULATED LOW E GLAZING; RE :SCHEDULE
i � � � � � � � �
� i i , ,\ �, \ �, �\ , �\ B405 13. SAME AS #15 WITHOUT SNOWMELT TUBING SYSTEM
� � , � U
� ! 14. TYPICAL EXPOSED BALCONY : ••
� � ' I I I I I I I I I I I � HEAVY DUTY TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE J
E i : T.O. SLAB LEVEL 4 T.O. SLAB LEVEL 4 OVER METAL DECK AND STEEL FRAMING RE: STRUCT. �
- - - . �
° ---- -�`--- ��-°--�`-�°-�-------�-----�---------� - --- ° - 134-10 - --- ---------------------- ---------- ---------- - - 134-10 ND R . x3 CEDAR BATTENS ON CEMEMTITIOUS SOFFIT
U E SIDE 1 �
i i ' a a � o �, -� /� ` � � ,� � �j= �u� 1 � �/L 1(_ � L � � r 4 PANEL BOARD OVER METAL STUD FRAMING.
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� � _ - � � � � J �� 9 � - f -� - _ _� 15• EXTERIOR BALCONY OVER OCCUPIED SPACE W/ SNOWMELT : /
i� i i � 5 SIM � '�' CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
�L-� � ; I � - � I I I I I I A9.21 WDO HEAD D R A I N A G E/F I L T E R F A B R I C L A Y E R O V E R R A D I A N T B A R R I E R O V E R '�
� , i � � �, PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
' � - MEMBRANE ON SLOPED CONCRETE TO DRAIN OVER METAL
i � � �
� i � � .
�' i ; �� `� �� 21 ' 32 = 2� x DECK AND STEEL FRAMING RE: STRUCT. R-38 UNFACED HIGH
�
��� ; � ��� `� 13 ,� 2BR __ � 13 �p � DENSITY BATT INSULATION WITH ASPHALT IMPREGNATED
� I i ; I I A8•22 I �� I I I 2C R-38 BATT INSULATION I I I 2BR I A$22 I z AIR/VAPOR BARRIER AT UNDERSIDE OF BALCONY METAL DECK.
��� � I ,�� , �' B305 PINNED TO UNDERSIDE OF i 2C `i 16. BALCONY GUARDRAILS:
� METAL DECK 6305 R-38 BATT INSULATIO � VERTICAL WOOD POSTS W/ STEEL FLAT BAR INFILL SYSTEM.
; � PROVIDE HIGH PERFORMANCE ZINC PRIMER AND PAINT SYSTEM
20 A9S20 9 SIM 20 PINNED TO UNDERSIDE 0 ON ALL EXPOSED STEEL COMPONENTS. RE : A9.35
METAL DECK
A9.21 I I I I I ✓ 17. TYPICAL BALCONY SOFFIT:
i � i � -� � � I I I I I � T.O. SLAB LEVEL 3 T.O. SLAB LEVEL 3 CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
L
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� � i' i i i � -: � CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
I � / "' I I � i i- -� DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
� " B.O. S O F F I T I �i � I i I I 7 4" REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/
I I I I I I I i I I I I _ 2,_$„ I� i ii ii � FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN
I � - 5 - = _ H.S.S.
REINFORCED WATERPROOF MEMBRANE ON SLOPING CONCRETE
�
� A9.22 00 ��.c, _=
STRUCTURAL SLAB TO DRAIN. RE: 1/A9.13
� � �� � '� I `�� ` � 19. EXTERIOR PLANTER OVER OCCUPIED SPACE � PLAZA :
° I I I � � ' A9.22 PLANTER SOIL W/ROOT BARRIER ON DRAINAGE MAT/FILTER
I I I I i I 1Y�" A�OUSTICAL PANELS ;= `�' I FABRIC OVER 4" REINFORCED SLOPING CONCRETE TOPPING
ON Z TRIPS AND �" � � BALCONY T.O. STONE CAP
�� i - I • � SLAB TO DRAIN OVER DRAINAGE/FILTER FABRIC LAYER OVER
, , �bu
i GYP B AT UN�ERSIDE � � UNIT SB � 6 ` � PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
� � OF CE LING AT � RAMED A .04
I
� _ 6203 � � � - 1 MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB
i OVER LL FOU WALLS - � ;,� � 17 PLANTER SIDE WALLS SHALL INCLUDE DRAINAGE MAT FILTER
� �i � I�
FABRIC OVER PROTECTION BOARD OVER REINFORCED
� N RAT R I I I I
, �I I GE E 0 `�'
�k%� T.O. SLAB LEVEL 2
;
.
o -. � j I ( - � �O� -- _ - � WATERPROOF MEMBRANE.
� �o o �
; � 112-0
� ° ° '
--a=-- - ---` 1-
� Bll � � �� , � ir;
20.TYPICAL FLOOR CONSTRUCTION LEVEL 2 THRU 7:
� ����
� I _ I I _J � S�
`-`' `=___� �- �f FLOOR FINISH RE: SPECIFICATIONS OVER CONCRETE ON METAL
R i i �i i �
, �a DECK ON STEEL FRAMING RE: STRUCT, 2 HR SPRAY ON FIRE
� HEAD OF PROOFING AT STEEL FRAMING AND UNDERSIDE OF METAL DECK
i LOUVER � � LOA ING DOCK �
I CD - � WITH R-19 BATT INSULATION (2 HR, UL D779)
I � � I � I I I = ERVICE z
BEYOND
�
i o
, i i
i _ . . . _ 117 21. GYP BD CEILING OVER CLG SUPPORT SYSTEM SUSPENDED ON
B
6 � cV
- N WIRE HANGERS ATTACHED TO UNDERSIDE OF METAL DECK, RE:
i
_ '� UNIT CEILING PLANS FOR HEIGHTS, R-19 SOUND BATT
i
z
s � �
� INSULATION ATTACHED TO UNDERSIDE OF METAL DECK.
- i
- � _ _ �
i
- I I I I
_ i I I � 22. SNOW FENCE BRACKET MOUINTED TO STEEL BEAMS AND IN
I I I I . .
� 6 3
, o o PLANE WITH THE EXTERIOR WALL RE: ROOF PLAN AND STRUCT.
I �� , � i II A9.25
� _
23.HORIZONTAL DEFLECTION JOINT WITH BY-PASS STUD FRAMING
'� ; PROJ. N0. ��004.00
� - T.O. DOCK SLAB - T.O. DOCK SLAB
i !%� 33 PROVIDE MINERAL WOOL INSULATION IN THE SLAB EDGE VOID,
��
� ,
a � = 101 -0 101 -0
o � � a
� i
� � a
� ��� ____!______ ELASTOMERIC SPRAY AND ASSOCIATED COMPONENTS PER
i ° a � ° ° � �a a a � ° � � a � �' �° � ° a a % o 00 0 0 ° I I I ° o I a � � ° UL SYSTEM CW-S-1021. RE: SHEET A9.21 DRAWN: RW
_� ___ i __ � __ ___ �__� __ _ _ __I __ , I � � a � � • �� _ T.O. SLAB LEVEL 1 a a � ; , T.O. SLAB LEVEL 1
T ' � I -I I I-I I I- 100-0 ° ° o �° ° a i _ � 100-0 24.SANDSTONE SILL PIECE CHECKED: �M
^ � - I-I I I-I I I-I I � ' ° °� °� I-I I I-I I I-I I 25.HORIZONTAL DEFLECTION JOINT AT PLATFORM FRAMING WITH 1" CADD FILE: .CIW
� I I I I I I SALB EDGE VOID; PROVIDE MINERAL WOOL INSULATION IN THE g
� � I I I I I I I I I I I I I I I I I I � _ - - - c ' I I I I I I I I I I I I BOTTOM STUD TRACK WITH ELASTOMERIC SPRAY COATING AT ,
� PARKING 1 ° I I I-I I I-I I I= � I I I � � ° I I I-I I I-I I I 1 HOUR RATED EXTERIOR WALL LOCATIONS ONLY. DATE. 12/20/2013
� I I I I I I I I I I � I I G -� i i I 28 � � � � � � I-I I I-I I I-I I � UL CW-S-0003 RE: SHEET A9.21
26.PROMONADE STYLE DECK DRAIN AND OVERFLOW RE:PLUMBING REVISIONS:
s WITH 2 LINES OF � �
� � I I I-I I I-I I I- ° ° VARIES 7 ADDENDUM 1 014
--- ------------------- - ----- I � I�� T.O. SLAB LEVEL P1
-
------------------------
� � ___________ _____ � � ° ° °° � ° � � G° '� °� ° ° � I I I I I I I I I VARIES � � � � ° ' , � a � ° a a � I I I I I I I I I I 2 HEAT TRACE IN THE GUTTERS RE NE EC
_ ___ °a T.O. SLAB LEVEL P1 1 01 24 2
� ----- ---- --------------�--------�----- � a
j------ ------------------- ----------- - ° ' ° 28.TYPICAL BELOW GRADE WALLS : Q3 ASI 001 FOR CONSTRUCTION
�- ---------------`--- a�� I I I I I I I I I � ° I-I I I=I I I=I I z CONCRETE FOUNDATION WALL RE: STRUCT : 07/15/2014
� ----- ---- ----------------------- -
� 33 I I �-I I I-I I I- -� I I 33 I � I I I I I � � I I I C° SINGLE SIDED SHORING SYSTEM RE: 13-17/A9.13
g, I I I I I I I I I I I I� I I I I I I I I I ° I I I I I I I I I I I 1 1/2" XPS FOAM INSULATION OVER DRAINAGE COMPOSITE
� PARKING 2 8 31 PARKING � I I I I I I LAYER OVER WATERPROOFING MEMBRANE OVER CONC WALL C OZ ARCHITECTURE
' _ _ _ _ = RE : DEWATERING DRAWINGS FOR PERIMETER DRAINBOARD AND O
� 0 I-� � I-I I I-�� 0 I I I I I � I I I I
� - - DEWATERING UNDERDRAIN SYSTEM FOR TIE BELOW GRADE.
� ------------------ ------------------------ ----- 4 J aa - - - - -
' I I I I I I I I T.O. SLAB LEVEL P2 ! T.O. SLAB LEVEL P2 30. TYPICAL SLAB ON GRADE
� ---- ---- ----------------------�------------------------- ---- �� o a� � a n ° � � a a VARIES
� a � a a � a n VARIES � ° ° ° a
y a a d Qa a N LA
- ------------------------------ � � � , � a � , a
_________________ AGGREGATE BASE ON COMPACTED SOIL RE• STRUCT ; OVER STRATA VAIL
j ---------------------- ---- a II ° ° III
� I I I I II I I I I I I I I I `D I I I I I II I I I I I z PERMANENT DEWATERING SYSTEM, RE : DEWATERING PLAN 0 �
I 3 3 a � 3 3 1��/o C i� s
� I I I I I I I I I I I I I a I I I I I I C D 3 1. F O U N D A T I O N S I N G L E S I D E D S H O R I N G S Y S T E M W I T H S T E E L P I L E,
a _ T I E B A C K S A N D W O O D L A G G I N G S Y S T E M.
� I I I I I I I I I I I �a , SHEET TITLE:
I I I I I I I I � PARKING 3 I I I I I I I I I I I I 32.EXTERIOR WALL CONSTRUCTION WITH RAISED PANEL SIDING.
� PARKING 3 - � n „ „
� � a I I I I I I I- _ I I I I I I I I I � X3Y� CEMENT BOARD TRIM � 4 o.c. HORIZONTAL SPACING WALL SECTIONS - BLDG B
° � - _ _ _ � aa - - = n � �
�� I � ° ° I I I I I I I I I I I I-I I I-I I I-I I FASTEN TO 2 GALVANIZED VERTICAL Z GIRTS (W/ NEOPRENE
�� i , , i i i i �a I I I I I I I I I '
----- ------------------------------ � � � � I-I I I-I I I-I I PADS) „
a m � � ° a a �
__________ a , , , , , , , , , I ° /2" ST
� ------------------------------ W
------- I III � �, T.O. SLAB LEVEL P3 ,� „-� � � ° �, � ,�,�° ,,.-°� � VARIES NE „00
t I I� tt1--�-�- � a PERMEABLE AIR BARRIER BLACK OVER 1 1 0 L
__________ ____________ _____ a. - ���, G � �;�i( � ��v �V � � �<� � , o o�, i��o, Uc: _,-..:,��cU, Oc ° I I I I I I INSULATION BOARD OVER AIR/MOISTURE BARRIER, 5/8 EXT
�H ----- - ---------------------- --- ------------------ - o 0 0 0� o 0 0 0 � c o o� o 0 0 0 0 -� o c o o c o o :;: � a = _ - 'Cn�0�=0 �'�� ,�(;,,OC (� OOCi �J�O� 00� OOQ �O�OG00(��00 U00���0�10�� ° I I I „
--- ----------------
-----------
O O O O O O O O O O O O O I I I I I I I I I- VARIES , � a aa -I I I-I I I-I I I GLASS MAT SHEATHING, 6 METAL STUD, R-19 BATT
�� I i o O��o Oo�o Oo o OoQo Oo o Oo�� Oo�� Oo�� C �o Go 0 �0,00� Oo�o 0 Do �
��� O(�oog DoogO gO(�oo�j�(� ��(��cG�(��e�O�oogO�oogO�oo O��c�-�C!(�oo O(�oogO(�oogOG" a a � I I I I I I I I I a a ° ° °a� � � ° ° a a ° ° � a a I I I I I I I I I INSULATION, VAPOR BARRIER, 5/8" GYP BD.
�� PA RT I A L N O RT H E L E V. = a`/�, � ° a ° a a a � ° a �^, '� ° C � a �I � ° °I° ° I I I I I I I I I 33. TRAFFIC BEARING WATERPROOFING MEMBRANE -LEVELS P1 AND SCALE:As Noted
I 3 I I I 1�V�L� TI N �4I aa � � V`�'A�L ��C� ' , � �. , _ �� a SHEET NUMBER:
,. , � a ° I I I I I I I I I I I I I a � a I I I I I I I I I P2 / RAMPS
SCALE: 1�4 = 1 -0 � �° � ° ° � ° - _ _ _ � � a a � a � _ _
�p � e � a n i a -------- --
-� I ' P a � I I I I I I I I I I I I I-I I I-I I I 34.CONC N ATING SEALER � P3 SLAB ON GRADE
- - ° aa - -
.�
0 2 4 8 i � ALE. 1/4 - 1� � a � -- - ' ° - -,�,����P�, �-�,��,����_„-� �v�
�� I 4 � , � � -� �--4 -- �]--T J�---° ; -°-----i-a- �� I I I I� � �I I I I I I I I I I I = - � -- --I �I 1 I I I I � I I I I �
_� i I I I I I i I I I I I I I � 35.COORDINATE BOTTOM OF HYDROCOIL DRAINAGE COMPOSITE
3 W/TEE CONNECTOR AND 4" PVC LATERAL DRAIN PIPE ) �
ELEVATIONS PER DEWATERING DRAWINGS. ,����-=
� , ti/�
I J 1 HOUR EXTERIOR WALL ASSEMBLY PER F LAG N OT E S �
B . , ,. B .6 B$.1 I B8 B�.7 B .6 B7.5 � 2.5 2 1.2 1 3 2.7 2.5 2 1,2 1 UL V454. SEE EXTERIOR ELEVATIONS n
FOR EXTERIOR MATERIAL OVER 1 1/2 1, TYPICAL HIGH SLOPING ROOF CONSTRUCTION:
ZINC CHIMNEY XPS INSULATION ON AIR MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
BEYOND �
` �- ° - ' ` ` - - BARRIER OVER EXTERIOR 5/8" TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1°
- � � GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W/ 3" POLYISOCYANURATE INSULATION
' R-19 BATT INSULATION, VAPOR FASTEN THRU 2�" LOOSE LAID POLYISOCYANURATE INSULATION,
-_- � � ___� _�-__:_ , _ I 1 I I I I I I � BARRIER, 5/8" TYPE 'X' GYP BD. OVER 15LB ASPHALT IMPREGNATED AIR/VAPOR BARRIER OVER
_ �__ � _ _ .� _ �-.-_ � ,
i - �- �" TYPE 'X' EXT. GLASS MAT SHEATHING INTO METAL DECK,
`� � � OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE A fl C H I 1 E C t U R E
- - - - - - - ' PROOFING AT STEEL BEAM, COLUMN SUPPORTS AND UNDERSIDE
�
- � ' OF METAL DECK WITH METAL STUD CEILING FRAMING AND 5/8"
I ' I �``�l I I I I I TYPE 'X' GYP BOARD. (UL P732)
/ � 3003 Larimer Street
i i 2. MAIN ENTRY ROOF CONSTRUCTION :
16 � A8.25 5 = ��' 22 STANDING SEAM ZINC METAL ROOF OVER 2 LAYERS HT Denver, Colorado 80205
; A8.25 \ i s ' �.. � WATERPROOF MEMBRANE, OVER �" FRT PLYW000 SHEATHING
- ��,
- `�---__,. � 2� T.O. STEEL MECHANICALLY FASTENED INTO 3"X6" NOMINAL STRUCTURAL WOOD Phone 303,861.5704
_ -- - - - - -
2 --�
9.40 DECKING OVER MIN 6" NOMINAL WIDE HEAVY TIMBER STRUCTURAL
� I I I I I S� I I J _ I I I ROOF FRAMING, STEEL COLUMNS RE:STRUCT.
� HEAVY TIMBER ROOF CONSTRUCTION
�I � WDO HEAD
� )
� � � __ 3. FLAT ROOF CONSTRUCTION OVER METAL DECK:
16 � RUBBER WALKWAY PADS ON 90 MIL EPDM ROOF MEMBRANE
16 TIMBERS A8.25 OVER 1/2" DENS DECK PRIME PROTECTION BOARD ON
A8.25 3BR � x TAPERED POLYISOCYANURATE INSULAl10N, 5" MIN � DRAIN,
I I I I _ I I I I o ON �" TYPE �X� GYP. BD. OVER METAL DECK, OVER STEEL
; 12 12 PC �2 12 �i ZINC METAL � BEAM FRAMING RE STRUCT. SPRAY ON FIREPROOFING AT
A8.2 A$25 6702 A8.25 _ 8.25 CHIMNEY BEYOND STEEL BEAMS, COLUMNS AND UNDERSIDE OF METAL DECK.
o METAL CLG FRAMING AND �" TYPE �X� GYP. BD. (UL P732)
� 4. BARREL VAULT ROOF CONSTRUCTION :
A8.25 I 3 I I I I I 3 I - � �- I I `i STANDING SEAM COPPER METAL ROOF OVER 2 LAYERS HT
A8.25 � 25 _ 8.25 I 23 � WATERPROOF MEMBRANE, OVER � FRT PLYWOOD SHEATHING
� I T.O. SLAB LEVEL 7 T.O. SLAB LEVEL 7 MECHANICALLY FASTENED INTO 3"X6" NOMINAL TONGUE AND
- - � - -- -.-_ . -
169-8 - � � � I �gg-g GLUE STRUCTURAL WOOD DECKING OVER MIN 6" NOMINAL
?(�(�UI� `�1JZ1(� 2 1�JZ I J �I�l�l�15�(� 1 ( �S �I � � � _ � �- � WIDE RADIUS STRUCTURAL GLB ROOF FRAMING OVER STEEL
� = � �� BEAM SUPPORTS RE:STRUCT. ( HEAVY TIMBER ROOF CONST. )
` � 1 HR � � I I` ' SPANDREL PANEL
� = $ RATED "' 5, TYPICAL ROOF BALCONY SOFFIT:
� CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING
,
WDO HEAD
� � � 16 ,� _ 6 WITH 5/8� X 3 1/2" CEMENTITIOUS BATTENS TRIM. PAINT. Y�
� � 16 �� 12 A8.25 L-L_ z 6. TYPICAL EXTERIOR WALL CONSTRUCTION WITH CEMENTITIOUS �� ���
��
\ A8.25 ` 8.2 I ° OR METAL PANEL SIDING; RE: ELEVAT10NS : 1 1/2" STONE �,�` � �
�\ '� \ 2BR � 10 I I 15 � � � WOOL INSULATION BOARD W/ 2" VERTICAL 'Z' GIRTS OVER �� ������� ��
� 12 � - AIR/MOISTURE BARRIER, 5/8" EXT GLASS MAT SHEATHING, 6" § � �L������,� �
� � � 6603 A8.25 - �, „
� 0 � 24 i - � j METAL STUD, R-19 BATT INSULATION, VAPOR BARRIER, 5/8 �� ��� �
°O TYPE 'X' GYP BD. RE: UL V454 FOR 1 HOUR RATED WALL � 2�� �� �
7, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STONE VENEER:
' I I I 23 ;�, I I I I I STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH �.���� q� � ��
23 MORTAR OVER VENTILATION MAT , 1 1/2 STONE WOOL � -
� -
I
„
_ _ _ _ I __ T.O. SLAB LEVEL 6 - � __ � _� _ _ T.O. SLAB LEVEL 6 INSULATION BOARD, AIR AND MOISTURE BARRIER, 5/8 EXT
� �- � � � � � ,�, � � � ° ° , , ° a °� ° -�� � � 4 � 157-8 ���� ,� � - � � a° a a ;, _ 157-8 T INARR M 5�8" GYP�BD RE V454 FOR 03.31.2014
C �� �� � � �� � � �� �� � ' ' e ° � GLASS MA SHEATH E 19 BATT
- 1 HR INSULATION, VAPOR B IER,
5 ' �_=' ��_ _ , - A9.35 � = , - �__-- ' ' $ RATED ''i 1 HOUR RATED WALL . : UL 07.13.2014
qg.22 '0 I 0 ' -_ '�' � j � � g, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STUCCO :
j � � WDO HEAD � , WDO HEAD 3-COAT CEMENTITIOUS SYSTEM, EXPANDED METAL LATH, �"
� EXTERIOR GLASS MAT SHEATHING, 2-PLY TYPE D ASPHALT
� � � - 5 III BUILDING PAPER, 1 1/2" STONE WOOL INSULATION BOARD, 1
. � ��
� � A8 22 - �$•22 �" VERTICAL 'Z' GIRTS, , AIR AND MOISTURE BARRIER, 5/8"
6 �� 11 \\�� 2BR � 1 BR '�' EXT GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
A8.22 �,' A8.25 ��,' I ZC I I I I I �A I 6 I I INSULATION, VAPOR BARRIER, 5/8" GYP BD. �
� � � 6505 A8j22 N � 6504 A$•22 �� RE:UL V454 FOR 1 HOUR RATED EXTERIOR WALL.
,' ,'� i 10 i � g, TYPICAL EXTERIOR WALL CONSTRUCTION � CONCRETE CORE �
�� I 0O � o WALL• EXTERIOR MATERIAL RE: ELEVATIONS, 1 1/2" STONE O
� , - � �6 N WOOL INSULATION BOARD, AIR/MOISTURE BARRIER, 5/8"
� I A8i22 =� - � HR' $ I I I I I I � GYPSUM SHEATHING, 6 METAL STUO, R-19 BATT INSULATION, Q
� 1/2 AIR SPACE, CONCRETE WALL, RE:STRUCT.
; � � = T.O. SLAB LEVEL 5 � ! I � I T.O. SLAB LEVEL 5 TYPICAL RESIDENTIAL WINDOW:
- a
10. �
���� �� � � �� �� � � � ` � �� � 146-3 �� � � � � � ��� � � � � �� � � �� � � � � � 146-3 METAL CLAD WOOD WINDOWS WITH INSULATION LOW E GLAZING �
� � � � � �
� ` RE: ELEVATIONS FOR WINDOW TYPE AND OPERATION.
� 0 ` ;!, �� A9'32 ;,;, 11. TYPICAL RESIDENIIAL UNIT PATIO DOORS: �
�� I � I I I I I I WDO HEAD METAL CLAD WOOD IN-SWING OR SLIDING DOOR W� LOW E
I � _I Wp0 HEAD
_ _ _ �� GLAZING RE: PLANS FOR DOOR TYPE AND OPERATION. J
\ \ � O
� 12. ALUMINUM LOW-RISE CURTAINWALL OR STOREFRONT WINDOW
` ` SYSTEM WITH 1" INSULATED LOW E GLAZING; RE :SCHEDULE
\`� �`�� 2BR � `n 1 BR ;� 13. SAME AS #15 WITHOUT SNOWMELT TUBING SYSTEM U
, � , ZC r �A 14. TYPICAL EXPOSED BALCONY :
,�� I ,�� I I g405 I I I 10 � � I I I 6404 � 11 � � 24 `i � HEAVY DUTY TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE ^
. � J
'� '� - � °O OVER METAL DECK AND STEEL FRAMING RE: STRUCT.
�
� � �� I � � UNDERSIDE. 1x3 CEDAR BATTENS ON CEMEMTITIOUS SOFFIT �
� PANEL BOARD OVER METAL STUD FRAMING. �
�; i i '��� � "' 15• EXTERIOR BALCONY OVER OCCUPIED SPACE W� SNOWMELT : /
� I I I = I I I I � � �, A9.35 CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
- T.O. S L A B L E V E L 4 ; T.O. S L A B L E V E L 4 DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER '�
. �, � ; � , � � �, �, � , ° � , � , � �, 134-10 e o
-
J�Z�1 SZ 21JZ 21� J� u2�(iSZ R �(S��Z 2SJ S�2�L �v����15 T 1 (S� � l� .>> -- � 1 � � �1� ) � (�l !, J�l (J U I 1 (��j �_ J�(� ( � Q Z (j U ZS (�� -=�---=-� - ��----�=- a � ����, 134-10 PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
-- A9.21 M !_ ___�, � � � 7 SIM M MEMBRANE ON SLOPED CONCRETE TO DRAIN OVER METAL
� � --- � DECK AND STEEL FRAMING RE: STRUCT. R-38 UNFACED HIGH
� ' , �- M M
L J ` WDO HEAD - WDO HEAD DENSITY BATT INSULATION WITH ASPHALT IMPREGNATED
I I _ I I I I AIR/VAPOR BARRIER AT UNDERSIDE OF BALCONY METAL DECK.
�
� `� I 21 ' 21 1� 16. BALCONY GUARDRAILS:
� VERTICAL WOOD POSTS W/ STEEL FLAT BAR INFILL SYSTEM.
��� 26R - ;� 1 BR `�' PROVIDE HIGH PERFORMANCE ZINC PRIMER AND PAINT SYSTEM
13 ,' ZC I �� �� N � 1A 24 � � ON ALL EXPOSED STEEL COMPONENTS. RE : A9.35
,
A8.22 �,�' I 6305 1� �I�I °O I I I 6304 � 11 � ' � 17. TYPICAL BALCONY SOFFIT:
,
T.O. STONE CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
- - � �� - A8i22 _. � ABSO P1IVECK f ; n = WITH 5/8" X 3-1/2" CEMENTITIOUS BATTENS. PAINT.
2 0 � A C O U S T I C A L P A N E L 2 0 � i i � � 1 8. PA V E R S O V E R P A RKIN G G A R A G E A T P L A Z A / A R C A D E :
� TREATMENT WITH 2 � 13 � ' ii a � M CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
LAYERS �" GYP BD % � � �; A9.35 � SIM DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
� � ; � T.O. SLAB LEVEL 3 i � _ � � ��� T.O. SLAB LEVEL 3 4" RE
° ' ' � 123-5 ° � = 123-5 INFORCED CONRETE TOPPING SLAB OVER DRAINAGE/
, r,
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, , � n 1 %1 MTL PANEL DECK AND STEEL FRAMING RE: STRUCT. R-38 UNFACED HIGH
�� - � ; �I 2Q $ DENSITY BATT INSULATION WITH ASPHALT IMPREGNATED
� ' � AIR/VAPOR BARRIER AT UNDERSIDE OF BALCONY METAL DECK.
I I i - �� i�; i i �-� I � I I I A9.35
� '; � � ; _ _ 16. BALCONY GUARDRAILS:
T.O. SLAB LEVEL 3 =�� T.O. SLAB LEVEL 3
� � � � �� �� � � ` ` �° � a �' i � ? 123-5 � , ° - , � ° � ° - �x �23-5 VERTICAL WOOD POSTS W� STEEL FLAT BAR INFILL SYSTEM.
i i - � 7 - � � � 1 �� � �� � 1 �� � � � ' � � � - ���' 7 �n PROVIDE HIGH PERFORMANCE ZINC PRIMER AND PAINT SYSTEM
I_ .11l�1 I� (� t _ �1 � � � �;
��' '"' � �%�� � ON ALL EXPOSED STEEL COMPONENTS. RE : A9.35
i -- _
I I � � � B.O. SOFFIT `V
i � A9.35 M � � z 17. TYPICAL BALCONY SOFFIT:
i i � i DOOR HEAD I I I - WDO HEAD ° CEMENIITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
� , , � ,I R-38 BATT INSULATION WITH 5/8" X 3-1/2" CEMENTITIOUS BATTENS. PAINT.
' ' � PINNED TO UNDERSIDE OF ��
i i '� �\ I I 5 �� � � METAL DECK - 18• PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE :
�> i '� �� 3BR+L A8.22 � i ao �n 10 �n CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
� i i �� � 13 ��'� 3A-L 24 � " DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
s 3BR+L 24 = 4 REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/
I� � a I I ���I A8.22 ��� B201 A8.22 11 I I I I N
i _ _ _ I T.O. STONE CAP 3A-L 13 SIM $ � FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN
� � B503 A$•22 REINFORCED WATERPROOF MEMBRANE ON SLOPING CONCRETE
� � I I i I I , � , �� , A9.35 STRUCTURAL SLAB TO DRAIN. RE: 1/A9.13
� � 8 SIM � ' 1 HR. RATED 19. EXTERIOR PLANTER OVER OCCUPIED SPACE � PLAZA :
, i i , � �5 �� A9.35 ;�, _ ��a
WALL W/ ZINC PLANTER SOIL W/ROOT BARRIER ON DRAINAGE MAT/FILTER
I i i I I I I I � T.O. SLAB LEVEL 2 I I I I � ��� MTL PANEL T.O. SLAB LEVEL 2 FABRIC OVER 4° REINFORCED SLOPING CONCRETE TOPPING
a -- -
i ` � �' , 112-0 , ' � . � � 112-0 SLAB TO DRAIN OVER DRAINAGE/FILTER FABRIC LAYER OVER
� � ����'��� '� � ����� ' � � � � ��` �� � �� � ' ° ° PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
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L-- --------- -------------------- ----- ` PLANTER SIDE WALLS SHALL INCLUDE DRAINAGE MAT FILTER
' =I � �=I I I=I � �° I-� I I-I I I-� I
- - - - - FABRIC OVER PROTECTION BOARD OVER REINFORCED
` I II � ° � �- -I � �
I I I I I a � WATERPROOF MEMBRANE.
PINNED TO UNDERS D�NOF I I I I I I I I I $ � R-38 BATT INSULATION a : I I I I I I I I I 8 i 20.TYPICAL FLOOR CONSTRUCTION LEVEL 2 THRU 7:
�, PINNED TO UNDERSIDE OF I I
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- ° � - - DECK ON STEEL FRAMING RE: STRUCT, 2 HR SPRAY ON FIRE
POOL POOL - - - I
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III III II .
PROOFING AT STEEL FRAMING AND UNDERSIDE OF METAL DECK
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I I I I I 0 � � I i i 0 I �`I I I ( , )
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I I I = ° I I I I I I I � a I I I I-I I I-I I I, U�NIT CEI NING P A S A FOR E GHTS ER S 19 OUND TBATT C K, R E:
e � a 4 I
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-- --- -- - - -- - - - - PLANE WITH THE EXTERIOR WALL RE ROOF PLAN AND STRUCT
-- --- -- - --- -- -
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I I I I I I III III II D RW
� I I I I I I I � I I I-I I I-I I I UL SYSTEM CW-S-1021. RE: SHEET A9.21
I I I I I ° � '
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�' � _ _ = BOTTOM STUD TRACK WITH ELASTOMERIC SPRAY COATING AT
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T.O. SLAB LEVEL P1 -� � �-� � �-� � � UL CW S 0003 RE: SHEET A9.21
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� I I I I I ! 33 I I I-I I I-I I I � 28 CONICRETE FO NDATION WALL RE: STRUCT : � 07I 15/2004 CONSTRUCTION
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� I I I °�� II I I I I-I I I-I I � I-I I I-I I I-! I 1 1/2 XPS FOAM INSULATION OVER DRAINAGE COMPOSITE
� � � � � � -� � �-� � �-� � �- � � � � � � � � � LAYER OVER WATERPROOFING MEMBRANE OVER CONC WALL
� � i � I I I T.O. SLAB LEVEL P2 I I I I I I I I I, , T.O. SLAB LEVEL P2 RE : DEWATERING DRAWINGS FOR PERIMETER DRAINBOARD AND COOZ ARCHITECTURE
' � � - - I - _ __ D E W A T E R I N G U N D E R D R A I N S Y S T E M F O R T I E B E L O W G R A D E.
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� --------------------- I-------- --- --------- -------------------- ------
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� I - - - - - -' � 31. FOUNDAl10N SINGLE SIDED SHORING SYSTEM WITH STEEL PILE, 1 00% CD S
I I I � �-I I I-I � a a I-� � I- I-,
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II � II III II � III III
� I _ I I I _ °� g I I , 32.EXTERIOR WALL CONSTRUCTION WITH RAISED PANEL SIDING: SHEET TITLE:
I � � I I i i i I i i i I I I i i n n n
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T.O. SLAB LEVEL P3
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; I - - 1 - � -I _ I�IlI��_I 11.�l I..l-1 1.1-�LL I l l ;�.I 1 �-�1�-1 I 1=1 I 1=1_I �- - � � � � ��; �- - i - � 34.C��NF�TRATI� N�EALER � P3 SLAB O�GR�
PARTIAL WEST ELEV. ���� ����I��C�R�
35.COORDINATE BOTTOM OF HYDROCOIL DRAINAGE COMPOSITE
3 SCALE: 1�4" = 1'-0" � SCALE: 1�4" = 1'-0" � SCALE: 1�4" = 1'-0" 3 W��E CONNECTOR AND 4" PVC LATERAL DRAIN PIPE � �
� ELEVATIONS PER DEWATERING DRAWINGS. �_�
0 2 4 8 0 2 4 8 0 2 4 8 -
� ' u � FLAG NOTES �
� UL �454E S ERIOR�RIOR ELEVATIONS ER
� -- ____� ____ FOR EXTERIOR MATERIAL OVER 1 1/2" �, npICAL HIGH SLOPING ROOF CONSTRUCTION:
XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
' / BARRIER OVER EXTERIOR 5/8" TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1°
GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W/ 3" POLYISOCYANURATE INSULATION
3 6 B3 B2 B1.5 B1 B3 B2 B1•5 B1 FASTEN THRU 2�" LOOSE LAID POLYISOCYANURATE INSULATION,
� t R-19 BATT INSULATION, VAPOR
BARRIER, 5/8" TYPE 'X' GYP BD. OVER 15LB ASPHALT IMPREGNATED AIR/VAPOR BARRIER OVER
�" TYPE 'X' EXT. GLASS MAT SHEATHING INTO METAL DECK,
I I I I I I I I I I I OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE A fl C H I 1 E C t U R E
1 PROOFING AT STEEL BEAM, COLUMN SUPPORTS AND UNDERSIDE
A5.15 _ OF METAL DECK WITH METAL STUD CEILING FRAMING AND 5/8"
16 TYPE 'X' GYP BOARD. (UL P732)
3003 Larimer Street
2. MAIN ENTRY ROOF CONSTRUCTION :
GUARDRAIL, RE; 24 GUARDRAIL, RE; STANDING SEAM ZINC METAL ROOF OVER 2 LAYERS HT Denver, Colorado 80205
I I I I I 5/A9.35 SIM I I I I 5/A9.35 SIM � I I I � WATERPROOF MEMBRANE, OVER �" FRT PLYW000 SHEATHING
MECHANICALLY FASTENED INTO 3"X6" NOMINAL STRUCTURAL WOOD Phone 303,861.5704
� �5 T.O. GAURDRAIL �5 � - T.O. GAURDRAIL DECKING OVER MIN 6" NOMINAL WIDE HEAVY 11MBER STRUCTURAL
22 = � � = ROOF FRAMING, STEEL COLUMNS RE:STRUCT.
, , � , , - � �
13 � , � 13 SIM ( HEAVY TIMBER ROOF CONSTRUCTION )
I I A9.41 g - - I I I A9•41 0 "' 3. FLAT ROOF CONSTRUCTION OVER METAL DECK:
� � e - RUBBER WALKWAY PADS ON 90 MIL EPDM ROOF MEMBRANE
I �,, -- T.O. SLAB LEVEL 7 6 = _ r _ T.O. SLAB LEVEL 7 OVER 1/2" DENS DECK PRIME PROTECTION BOARD ON
--- °--__=-__-=- �--�_ _. 169-8 ----=-=-- - =- -.�----- --=- - � 169-8 110N, 5" MIN � DRAIN,
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� � ON BD OVER METAL D R STEEL
� �� ' � � � � � ---� ���� , , ;r _ �' ' = i BEAM FRAMING RE STRUCT. SPRAY ON FIREP OOFING AT
� � STEEL BEAMS, COLUMNS AND UNDERSIDE OF METAL DECK.
10 -
� A$22 0 I � WDO HEAD METAL CLG FRAMING AND �" TYPE �X� GYP. BD. (UL P732)
27 �� 4. BARREL VAULT ROOF CONSTRUCTION :
- ,'/ A$22 STANDING SEAM COPPER METAL ROOF OVER 2 LAYERS HT
�
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I I �`. I 3BR I I I 3BR » GLUE STRUCTURAL WOOD DECKING OVER MIN 6" NOMINAL
��, PH I 1HR RATED 8 pH A8.22 WIDE RADIUS STRUCTURAL GLB ROOF FRAMING OVER STEEL
�� � ` WALL � r
602 602 N BEAM SUPPORTS RE:STRUCT. ( HEAVY TIMBER ROOF CONST. )
' ��� If,�' �� 12 °O 5, TYPICAL ROOF BALCONY SOFFIT:
12 qg 22 1HR RATED 6 CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
I I A$22 I I I I I I ✓_ I WALL WITH 5/8� X 3 1/2" CEMENTITIOUS BATTENS TRIM. PAINT.
°°��
T.O. SLAB LEVEL 6 T.O. SLAB LEVEL 6 g. TYPICAL EXTERIOR WALL CONSTRUCTION WITH CEMENTITIOUS �� ����
- -----A-----------�----=---�-�--�- -� -- ---�- -
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1 - � -I I- A9.21 , � �� � ;, WOOL INSULATION BOARD W/ 2" VERTICAL 'Z' GIRTS OVER �� ������� �
' A8.22 � - - � �, AIR/MOISTURE BARRIER, 5/8" EXT GLASS MAT SHEATHING, 6" � � �L������,� � �
0 0 I I \ METAL STUD, R-19 BATT INSULATION, VAPOR BARRIER, 5/8" ������ �
- ,i WDO HEAD TYPE 'X' GYP BD. RE: UL V454 FOR 1 HOUR RATED WALL � 2�� �� �
� TYPICAL EXTERIOR WALL CONSTRUCTION WITH STONE VENEER:
I 3BR+L � 36R+L A$22 � 7 STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH �.� � q� � ��
3A-L ' 3A-L i MORTAR OVER VENTILATION MAT , 1 1/2 STONE WOOL h�'°�•�� -
INSULATION BOARD, AIR AND MOISTURE BARRIER, 5/8° EXT
_ _ I B501 I 1HR RATED 6 I B501 A8�22 I ', 10 N � GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT 03.31.2014
-- - WALL � i INSULATION, VAPOR BARRIER, 5/8" GYP BD. RE: UL V454 FOR
_ _ � � °O 1 HOUR RATED WALL 07.13.2014
24
3 A$22 ; g, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STUCCO :
3-COAT CEMENTITIOUS SYSTEM, EXPANDED METAL LATH, �"
qg.22 � 3 EXTERIOR GLASS MAT SHEATHING, 2-PLY TYPE D ASPHALT
I A9.21 BUILDING PAPER, 1 1/2" STONE WOOL INSULATION BOARD, 1
/ _ T.O. SLAB LEVEL 5 I �� T.O. SLAB LEVEL 5 n , , „
- - - - - - � =----�-----------------=--=�--a- -_ _ 25 ---=---4-�-----,------�-�---- --- -- r-- VERTICAL Z GIRTS AIR AND MOISTURE BARRIER 5 8
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, - 4 �
0 , 0 - A9 2� _, '� RE:UL V454 FOR 1 HOUR RATED EXTERIOR WALL.
WDO HEAD 9. TYPICAL EXTERIOR WALL CONSTRUCTION � CONCRETE CORE �
I I I I I WALL• EXTERIOR MATERIAL RE: ELEVATIONS, 1 1/2" STONE O
WOOL INSULATION BOARD, AIR/MOISTURE BARRIER, 5/8"
3BR+L � 36R+L �, GYPSUM SHEATHING, 6" METAL STUO, R-19 BATT INSULATION, Q
3A-L ' 3A-L � 1/2 AIR SPACE, CONCRETE WALL, RE:STRUCT.
B401 B401 �� N � 10. TYPICAL RESIDENTIAL WINDOW: �
i METAL CLAD WOOD WINDOWS WITH INSULATION LOW E GLAZING �
_ I I I I I co RE: ELEVATIONS FOR WINDOW TYPE AND OPERATION.
, ' = 11. TYPICAL RESIDENIIAL UNIT PATIO DOORS:
- - . _ O
1 - - - % METAL CLAD WOOD IN-SWING OR SLIDING DOOR W/ LOW E
; 3 GLAZING RE: PLANS FOR DOOR TYPE AND OPERATION. J
- - T.O. SLAB LEVEL 4 ; A9'2� T.O. SLAB LEVEL 4 12. ALUMINUM LOW-RISE CURTAINWALL OR STOREFRONT WINDOW � O
, , -a-�---- --------------=�--� ---_- 134-10 -- ° - -4-�-
1 HOUR EXTERIOR WALL ASSEMBLY PER F LAG N OT E S �
UL V454. SEE EXTERIOR ELEVATIONS
FOR EXTERIOR MATERIAL OVER 1 1/2" �, npICAL HIGH SLOPING ROOF CONSTRUCTION:
�--- XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
o � BARRIER OVER EXTERIOR 5/8" TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1°
� � GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W 3" POLYISOCYANURATE INSULATION
- 5 B3 B2 B1.5 B1 5.4 6 R-19 BATT INSULATION, VAPOR FASTEN THRU 2�" LOOSE LAID POLYISOCYANURATE INSULATION,
- BARRIER, 5/8" TYPE 'X' GYP BD. OVER 15LB ASPHALT IMPREGNATED AIR/VAPOR BARRIER OVER
�" TYPE 'X' EXT. GLASS MAT SHEATHING INTO METAL DECK,
OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE A fl C H I 1 E C t U R E
3 PROOFING AT STEEL BEAM, COLUMN SUPPORTS AND UNDERSIDE
A5.16 - � � . � OF METAL DECK WITH METAL STUD CEILING FRAMING AND 5/8"
' TYPE 'X' GYP BOARD. (UL P732)
i i 3003 Larimer Street
i i 2 STANDINGSEAMOZI COMETALCROOF OVER 2 LAYERS HT
Denver, Colorado 80205
i i 8 WATERPROOF MEMBRANE, OVER �" FRT PLYW000 SHEATHING
,j�� � � i � A9.35 MECHANICALLY FASTENED INTO 3"X6" NOMINAL STRUCTURAL WOOD Phone 303,861.5704
� I I � � 1 ! T.O. PARAP CAP DECKING OVER MIN 6" NOMINAL WIDE HEAVY TIMBER STRUCTURAL
ROOF FRAMING, STEEL COLUMNS RE:STRUCT.
15 � 15 � ( HEAVY TIMBER ROOF CONSTRUCTION )
`'�� $ �, 3. FLAT ROOF CONSTRUCTION OVER METAL DECK:
� - 4`��,� � RUBBER WALKWAY PADS ON 90 MIL EPDM ROOF MEMBRANE
_
� T.O. SLAB LEVEL 7 T.O. SLAB LEVEL 7 1/2" DEN
�- �. N B ARD ON
° a - - . 167-0 � ; � �- a °-, „ „ u 4 = 169-8 N n�
_ R K IME C
� - � ° � _ TAPERED POLYISOCYANURATE INSULAl10 , 5 MIN � DRAIN,
, ,'.� r . . � '>t � _ 2 - ' o ON �" TYPE �X� GYP. BD. OVER METAL DECK, OVER STEEL
t � � �
•���� ���� �� �� � A9.40 - � , - _= i BEAM FRAMING RE STRUCT. SPRAY ON FIREPROOFING AT
SIM � 6 SIM ;�, STEEL BEAMS, COLUMNS AND UNDERSIDE OF METAL DECK.
A9.21 yyp0 HEAD METAL CLG FRAMING AND �" TYPE �X� GYP. BD. (UL P732)
� � 4. BARREL VAULT ROOF CONSTRUCTION :
- i STANDING SEAM COPPER METAL ROOF OVER 2 LAYERS HT
, o - - � A8 22 o WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
g �, �, MECHANICALLY FASTENED INTO 3 X6 NOMINAL TONGUE AND
GLUE STRUCTURAL WOOD DECKING OVER MIN 6" NOMINAL
2BR 1 HR RATED Q � 2BR 11 I I �� WIDE RADIUS STRUCTURAL GLB ROOF FRAMING OVER STEEL
�-1 P G _ \ P G A8'22 N B E A M S U P P O R T S R E:S T R U C T. ( H E A V Y T I M B E R R O O F C O N S T. )
I I 6601 � 6601 � 5, TYPICAL ROOF BALCONY SOFFIT:
� 12 CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
A$•22 WITH 5/8� X 3 1/2" CEMENTITIOUS BATTENS TRIM. PAINT.
�o� � ' ' �����
� 7 T.O. SLAB LEVEL 6 T.O. SLAB LEVEL 6 g, TYPICAL EXTERIOR WALL CONSTRUCTION WITH CEMENTITIOUS �� �����
- A9 21 156-0 157-8 OR METAL PANEL SIDING; RE: ELEVATIONS : 1 1 2" STONE � ��` �
�
1 �_ � 0 S L U I-� U ��� ��� ��-; 1 HR RATED x -I ': o � � - - l 1 11 L 1 0 1 L _ �
�! , _ ,�, 6 ;, WOOL INSULATION BOARD W/ 2" VERTICAL 'Z' GIRTS OVER n �� ������� �
- 6 ;�, ;�, AIR/MOISTURE BARRIER, 5/8 EXT GLASS MAT SHEATHING, 6 � � �L������,� � „
I �p � WDO HEAD METAL STUD, R-19 BATT INSULATION, VAPOR BARRIER, 5/8" �� ��� �
WDO HEAD TYPE 'X' GYP BD. RE: UL V454 FOR 1 HOUR RATED WALL 2�� � �
A8.22
�
�
�
� - � 7, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STONE VENEER:
/ / STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH �.� � �/fj�
_ � » 2gR 11 N `�' ZBR `i' MORTAR OVER VENTILATION MAT , 1 1/2" STONE WOOL h�'°�•��' -� ��' ' "�
� A$•22 ZE A$•22 � � ZE INSULATION BOARD, AIR AND MOISTURE BARRIER, 5/8° EXT
�� B502 �� a �� B502 �� N � GLASS MAT SHEATHING, 6 METALySTUD, R-19 BATT 03.31.2014
INSULATION, VAPOR BARRIER, 5/8 GYP BD. RE: UL V454 FOR 07.15.2014
� I � 1 HOUR RATED WALL
� I 12 �
g, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STUCCO :
_ _. _I-..
3-COAT CEMENTITIOUS SYSTEM, EXPANDED METAL LATH, �"
I A8.22 � 4
A9 2� EXTERIOR GLASS MAT SHEATHING, 2-PLY TYPE D ASPHALT
. � T.O. SLAB LEVEL 5 BUILDING PAPER, 1 1/2" STONE WOOL INSULATION BOARD, 1
'_ T.O. SLAB LEVEL 5
- �` - - - - - -�_, - �- -°-` v` - A9 2t 145-0 0 , ` - � 146-3 �" VERTICAL 'Z' GIRTS, , AIR AND MOISTURE BARRIER, 5/8"
� IJ\ I J U 1 (�'� � � '��,� L LC� l(�� L 1 � =C ;� 25 a _I, i_ I I i L J/ � ��� � � , uLl � L � �J � JU� u U �- ; 0 25 EXT GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
s
� �� i' ° ° _ i' INSULATION, VAPOR BARRIER, 5�8" GYP BD.
� "� RE:UL V454 FOR 1 HOUR RATED EXTERIOR WALL. �
WDO HEAD WDO HEAD g, TYPICAL EXTERIOR WALL CONSTRUCTION � CONCRETE CORE �
WALL• EXTERIOR MATERIAL RE: ELEVATIONS, 1 1�2" STONE �
/ / WOOL INSULATION BOARD, AIR�MOISTURE BARRIER, 5�8"
� � GYPSUM SHEATHING, 6" METAL STUO, R-19 BATT INSULATION, Q
/ N �' 26R � 1 2" AIR SPACE, CONCRETE WALL, RE:STRUCT.
26R
�\ 2E � � \ 2E �� � � �
10. TYPICAL RESIDENTIAL WINDOW: Q
� B402 a � B402 z METAL CLAD WOOD WINDOWS WITH INSULATION LOW E GLAZING �
"' RE: ELEVATIONS FOR WINDOW TYPE AND OPERATION.
� 10 �
II � � � °O 11. TYPICAL RESIDENIIAL UNIT PATIO DOORS: O
� �
- - METAL CLAD WOOD IN-SWING OR SLIDING DOOR W/ LOW E
- GLAZING RE: PLANS FOR DOOR TYPE AND OPERATION. J
I � O
- T.O. SLAB LEVEL 4 T.O. SLAB LEVEL 4 12. ALUMINUM LOW-RISE CURTAINWALL OR STOREFRONT WINDOW
134-0 134-10 SYSTEM WITH 1" INSULATED LOW E GLAZING; RE :SCHEDULE
� ll� (�Ui �C�(ll�S 1 J �,��(._,(,, ���,��L_1�L �_ SJ(l. 1 (L Y�� � A9.21 1 HR RATED z --�� �° °�� ��� �° �S UJ5 (S, (S��1 , � J L(161 l (S J� �S U�5 (S, (S� 1 q � 13. SAME AS #15 WITHOUT SNOWMELT TUBING SYSTEM �
I-� M V � M 14. TYPICAL EXPOSED BALCONY : ••
i i
6 �, - �,
HEAVY DUTY TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE J
WDO HEAD - � WDO HEAD �
_ -. OVER METAL DECK AND STEEL FRAMING RE: STRUCT. �
UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS SOFFIT �
/�i 21 10 �i 2� PANEL BOARD OVER METAL STUD FRAMING. �
ZBR �' 2BR 10 � `r' 15• EXTERIOR BALCONY OVER OCCUPIED SPACE W/ SNOWMELT : /
� 13 SIM
2E 24 � 2E `i '� CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
� A$•22 B302 a � B302 24 °O � DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
\ 13 SI = � PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
i' � MEMBRANE ON SLOPED CONCRETE TO DRAIN OVER METAL
A8•22 ; A9 22 °p � DECK AND STEEL FRAMING RE: STRUCT. R-38 UNFACED HIGH
20 DENSITY BATT INSULATION WITH ASPHALT IMPREGNATED
20 � _ � AIR/VAPOR BARRIER AT UNDERSIDE OF BALCONY METAL DECK.
� 3 T.O. SLAB LEVEL 3 � T.O. SLAB LEVEL 3 16. BALCONY GUARDRAILS:
�.
I - � � - - °-°--�- -'- - °- - � - - A9• 123-0 - � � ° ��� � ° � �23-5 VERTICAL WOOD POSTS W� STEEL FLAT BAR INFILL SYSTEM.
-
- �- -� � � � ll �1 � (1L � �i���i 1 � � `(1��� '�l; � �- ._ 6 PROVIDE HIGH PERFORMANCE ZINC PRIMER AND PAINT SYSTEM
� � � `�' - " ON ALL EXPOSED STEEL COMPONENTS. RE : A9.35
A8.22 � � 6 � �
M ' M
qg,22 -- 17. TYPICAL BALCONY SOFFIT:
14 , , WDO HEAD CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
I
,
Ag 22 � 5
� qg,22 WITH 5/8" X 3-1/2" CEMENTITIOUS BATTENS. PAINT.
�// 3BR-UPPER �p �n g / / 36R-UPPER 10 z 18. PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE :
i 6 x � CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
�
N
� MB A8.22 � MB A$22 �3 i :- DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
- � B102 N Q �� 6102 q9,22 °O 4" REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/
� 24 � i 4 FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN
- - 15 REINFORCED WATERPROOF MEMBRANE ON SLOPING CONCRETE
� A$•22 � � � � 15 � A8.22 �- ; STRUCTURAL SLAB TO DRAIN. RE: 1/A9.13
__ 15 --
qg,22 � , A8.22 _ f 19. EXTERIOR PLANTER OVER OCCUPIED SPACE � PLAZA :
- ' �� -'_ PLANTER SOIL W/ROOT BARRIER ON DRAINAGE MAT/FILTER
' � � T.O. SLAB LEVEL 2 T.O. SLAB LEVEL 2 FABRIC OVER 4" REINFORCED SLOPING CONCRETE TOPPING
,
I I I - - - - - - - - �- � -`-`- - - - - - � - 112-0 °° � - - f 112-0 SLAB TO DRAIN OVER DRAINAGE/FILTER FABRIC LAYER OVER
� a - - -
� ,
- - - - - - - � - - '
- - - - � � � � � � �� �� � o ��' < < � � `� �` ��' < <:, �� � � PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
I I I � I g ; � 5 - �, � MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB
a � �$�� _ ��,� �, i PLANTER SIDE WALLS SHALL INCLUDE DRAINAGE MAT FILTER
I = `�' FABRIC OVER PROTECTION BOARD OVER REINFORCED
� � �_ � / w� - A9 22 WDO HEAD WATERPROOF MEMBRANE.
� �
20.TYPICAL FLOOR CONSTRUCTION LEVEL 2 THRU 7:
I 46R-LOWER N s 3BR-LOWER 5 �i FLOOR FINISH RE: SPECIFICATIONS OVER CONCRETE ON METAL
� MB •2 MB A$'22 11 `� � DECK ON STEEL FRAMING RE: STRUCT, 2 HR SPRAY ON FIRE
B102 , B102 � �R HOF�ING9ABATT NSULATION (2NHRUN�DER��179)OF METAL DECK
� I 1 ° I I I I I I ' � A8 22 21. GYP BD CEILING OVER CLG SUPPORT SYSTEM SUSPENDED ON
� I I I , - WIRE HANGERS ATTACHED TO UNDERSIDE OF METAL DECK, RE:
I I I I I I I I I I , I I UNIT CEILING PLANS FOR HEIGHTS, R-19 SOUND BATT
� , I
L - - - - - - - - - - - - - - - - - i - a I III III II
� 18 INSULATION ATTACHED TO UNDERSIDE OF METAL DECK.
i 8 _111-111=111
� � °� �' � I I I I I I I I I i I I T.O. SLAB LEVEL 1 � _ T.O. SLAB LEVEL 1 2'
- - - - . CT.
- - - - - - - 100-0 a ° a � � ° � a - --- -- - 100-0 PLANE WITH THE EXTERIOR WALL RE• ROOF PLAN AND STRU
- - 4a a a � a a
� , �Qa o
�- - - - - L - - - - - � � �aa a �, a , �
� � ---� -
,_, a a e a a
a , e a a e a � a �� a ,a a -- - - - - - - - - � = -
- - - - - - - - - - -
- - - - - - -1 g I I I I I I I I I � a a 23.HORIZONTAL DEFLECTION JOINT WITH BY-PASS STUD FRAMING PROJ. NO. 17004.00
� - - - - - - - - - - - - - - I I I=I I I=I I I= � � ° � ° ° a� PROVIDE MINERAL WOOL INSULATION IN THE SLAB EDGE VOID,
P1 28 , ELASTOMERIC SPRAY AND ASSOCIATED COMPONENTS PER DRAWN: RW
� ° a° � II I I I I I I I I I w UL SYSTEM CW-S-1021. RE: SHEET A9.21
a `- '�'\' � ' '\'`"� '` a 24.SANDSTONE SILL PIECE CHECKED: �M
� I I I I I I I I I I I I I I I I I I I p� � 25.HORIZONTAL DEFLECTION JOINT AT PLATFORM FRAMING WITH 1" ,
o w SALB EDGE VOID; PROVIDE MINERAL WOOL INSULATION IN THE CADD FILE. .dWg
� a I I I I I I I I I I I I I I I I I I > � BOTTOM STUD TRACK WITH ELASTOMERIC SPRAY COATING AT DATE: 1 Z ZO ZO13
�° I 1 HOUR RATED EXTERIOR WALL LOCATIONS ONLY. � �
� � � � � � � � � � � I 33 I UL CW-S-0003 RE: SHEET A9.21
� � � � � I I I � � � T.O. SLAB LEVEL P1 � REVISIONS:
33 � I I 26.PROMONADE STYLE DECK DRAIN AND OVERFLOW RE:PLUMBING
� ; a ° ° � � ° a � Pa o ° � �� °a I I I=I I I=I I I- VARIES - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ ��_ T.O. SLAB LEVEL P1 27.COPPER GUTTER AND COPPER DOWNSPOUT WITH 2 LINES OF Q1 ADDENDUM 1 01/24/2014
~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - � ° � � ° � a ° a �a VARIES HEAT TRACE IN THE GUTTERS RE: ELEC
° a
� - - - � a� a a a � i I III III II � - - - - - - - - - - - - - - - - a
� I I I I I I I I I I ° � � J 28.TYPICAL BELOW GRADE WALLS : Q 3 ASI 001 FOR CONSTRUCTION
�� � � CONCRETE FOUNDATION WALL RE: STRUCT : 07/15/2014
� I II I I I I I-I I - cD SINGLE SIDED SHORING SYSTEM RE: 13-17/A9.13
� P? ¢' � °al I I I I I I I I 31 P2 1 1/2 XPS FOAM INSULATION OVER DRAINAGE COMPOSITE
� a I I I I I I I I I � LAYER OVER WATERPROOFING MEMBRANE OVER CONC WALL C OZ ARCHITECTURE
' � RE : DEWATERING DRAWINGS FOR PERIMETER DRAINBOARD AND O
�
=I I I= = I T.O. SLAB LEVEL P2 � DEWATERING UNDERDRAIN SYSTEM FOR TIE BELOW GRADE.
� I
- _.. _-__-.-. -- --_. __-
- - - __ ____- __ --__- __---_- - -- .
� - - - - - - - - - - - - - VARIES - - - - - - - - - - - - - - - - - - - - - - - -
� � � � a�a , e� a ° � o ° °°° ° ,° � a � � �, � a ° G a - - - 33 30. TYPICAL SLAB ON GRADE
° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - °
� ° III III III _ _ _ _ _ _ _ _ _ _ i _ T.O. SLAB LEVEL P2 REINFORCED CONCRETE SLAB ON GRADE OVER COMPACTED
s P3 � a I I-I I I-I I I-I I � _ _ _ _ _ _ _ - �
- - - ° ° �° � a , ° � ° VARIES AGGREGATE BASE ON COMPACTED SOIL RE: STRUCT ; OVER STRATA VAIL
� a I I I I I I I I I � � � ' � PERMANENT DEWATERING SYSTEM, RE : DEWATERING PLAN 1 O O% C D�S
� ` I I I I I I I I I I P 3 31. F O U N D A T I O N S I N G L E S I D E D S H O R I N G S Y S T E M W I T H S T E E L P I L E,
� ° I I ( I I I I I I � T I E B A C K S A N D W O O D L A G G I N G S Y S T E M. SHEET TITLE:
� 32.EXTERIOR WALL CONSTRUCTION WITH RAISED PANEL SIDING:
��Ii i i � � ' - - - n n n _
� , , , , , , , , , � X3Y� CEMENT BOARD TRIM � 4 o.c. HORIZONTAL SPACING WALL SECTIONS BLDG A
�� __ _ _ _______________ ___________________ 34 0 ° ° I I I T.O. SLAB LEVEL P3 FASTEN TO 2" GALVANIZED VERTICAL 'Z' GIRTS (W/ NEOPRENE
�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a a ° ° a a ° a I I III III II VARIES - - - -
� � � D O - - - - - - - - - - - PADS), SPACED VERTICALLY � 16"o.c. WITH VAPOR
�o���o oo�o oo�o o��o o���oo�o oo�c�oo�o oo�o 0o a , I
o� , oo� o,�p,� o � o � oo� oo� o�� o�p, oo� �.-.���,._.� ��� 34 PERMEABLE AIR BARRIER BLACK OVER 1 1/2" STONE WOOL
�°.°C���o°�oU"o°���o°OO�o°°O��o°�O�o°��Oo°°OoU"o°°O��o°� I -I I I-I I I-I I I , -.���� ����.- � --- „
��,�000000�00�0�00�0000�0000�0000�oo0oDao0o�o�0000� g � I INSULATION BOARD OVER AIR/MOISTURE BARRIER, 5/8 EXT
�.-. �� I I I I I I I I I
N^' � � � °° ° °a a I I I I I I I I I a T.O. SLAB LEVEL P3 GLASS MAT SHEATHING, 6 METAL»STUD, R-19 BAn
�" ° ° ° VARIES INSULATION, VAPOR BARRIER, 5/8 GYP BD.
�� a a a . a
� � a � . aa °a. a Q° a a � � a4a .. d° . °I' -- - ;;�� J�)�:-•.�>U�.� '�OQ� ����.�`- nV�'%-�C` .�1�"�OQ� �O�j i `:;�� ,.�JV ��."U�-' J��.���_� ..��j�z�J��% SCALE.�S Noted
�� a °a � a _ _ i�oo�0�'oo�U�oo�O(�oo�O�oo�O�o��J�ooDU��o� �oogO�oogU�oo�U�oo-�0'U�oo�U�oo��J�oo���= 33. TRAFFIC BEARING WATERPROOFING MEMBRANE -LEVELS P1 AND
a a � I I II I II I II I II I I :,� o 0 0 0 0 o c o 0 0 0 0 0 0 0����; SHEET NUMBER:
a , _00� 00� 00� 00� 00� 00� 00� 00� 00� 00� 00� 00� 00� 00� 00� P2 / RAMPS
� o o c;�Jo o �o o �o o Go c �o o �o 0 0 0 �o o!70 0�o o�o,o �o o�o o�<:=
4 I � I � I i I I I I I I I I I I I I I I I I I I 34.CON�RETE--�E�IE�RATING SE\ A ER C� P3 S�AB ON G\ RADE
PARTIAL OUTH ELEV. PARTIAL EAST ELEV. WALL SECTION
35.COORDINATE BOTTOM OF HYDROCOIL DRAINAGE COMPOSITE
4 2 1 p
3
n � » n � v n � a n � n
SCALE: 1/4 = 1 -0 SCALE: 1/4 = 1 -0 SCALE: 1/4 = 1 -0 SCALE: 1/4 = 1 -0 Q W/TEE CONNECTOR AND 4 PVC LATERAL DRAIN PIPE �
0 2 4 8 0 2 4 8 0 2 4 8 0 2 4 8
, A , ��/��'
1 HOUR EXTERIOR WALL ASSEMBLY PER F LAG N OT E S �
UL V454. SEE EXTERIOR ELEVATIONS
12.3 12.2 12.1 12 12.3 12.2 12.1 12 FOR EXTERIOR MATERIAL OVER 1 1/2" �, nPICAL HIGH SLOPING ROOF CONSTRUCTION:
XPS INSULATION ON AIR/MOISTURE ASPHALT ROOF SHINGLES OVER ICE & WATER SHIELD MEMBRANE
BARRIER OVER EXTERIOR 5/8" TYPE 'X' UNDERLAYMENT ON �" FRT CDX PLYWOOD NAILBASE 1°
GLASS MAT SHEATHING, 6" METAL STUD, VENTILATED COMPOSITE W/ 3° POLYISOCYANURATE INSULATION
R-19 BATT INSULATION, VAPOR FASTEN THRU 21�" LOOSE LAID POLYISOCYANURATE INSULATION,
BARRIER, 5/8" TYPE 'X' GYP BD. OVER 15LB ASPHALT IMPREGNATED AIR/VAPOR BARRIER OVER
I I I I �° TYPE 'X� EXT. GLASS MAT SHEATHING INTO METAL DECK,
OVER STEEL BEAM FRAMING RE:STRUCT. SPRAY ON FIRE A fl C H I 1 E C t U R E
I I I PROOFING AT STEEL BEAM, COLUMN SUPPORTS AND UNDERSIDE
II I WDO HEAD OF METAL DECK WITH METAL STUD CEILING FRAMING AND 5/8°
TYPE 'X' GYP BOARD. (UL P732)
3003 Larimer Street
I 10 I I 2. MAIN ENTRY ROOF CONSTRUCTION :
STANDING SEAM ZINC METAL ROOF OVER 2 LAYERS HT Denver, Colorado 80205
�p WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
I I � I MECHANICALLY FASTENED INTO 3"X6" NOMINAL STRUCTURAL WOOD Phone 303,861.5704
A9.35 DECKING OVER MIN 6" NOMINAL WIDE HEAVY TIMBER STRUCTURAL
�
T.O. STONE CAP 2 SIM N ROOF FRAMING, STEEL COLUMNS RE:STRUCT.
f I qg,22 °O ( HEAVY TIMBER ROOF CONSTRUCTION )
�
� 3. FLAT ROOF CONSTRUCTION OVER METAL DECK:
�I �I ; � � I� ` ,a� RUBBER WALKWAY PADS ON 90 MIL EPDM ROOF MEMBRANE
� "' '`` 8 SIM OVER 1/2" DENS DECK PRIME PROTECTION BOARD ON
T.O. SLAB LEVEL 3 A9•22 T.O. SLAB LEVEL 3 TAPERED POLYISOCYANURATE INSULATION, 5" MIN � DRAIN,
�, ;' ` - ° � ° � i � � � 123-5 �, � � 123-5 ON �" TYPE �X� GYP. BD. OVER METAL DECK, OVER STEEL
��'�� )�J(1�u � � ' �l�_b �S L� _ � ��� �� ; r, BEAM FRAMING RE STRUCT. SPRAY ON FIREPROOFING AT
� � � � �� , _
> �>
!' '"� �___ �, � �, STEEL BEAMS, COLUMNS AND UNDERSIDE OF METAL DECK.
% B.O. SOFFIT - B.O. SOFFIT METAL CLG FRAMING AND �" TYPE 'X' GYP. BD. (UL P732)
WDO HEAD � WDO HEAD
4. BARREL VAULT ROOF CONSTRUCTION :
2� � 21 I - o STANDING SEAM COPPER METAL ROOF OVER 2 LAYERS HT
° � WATERPROOF MEMBRANE, OVER �" FRT PLYWOOD SHEATHING
� �p i, I 10 i, MECHANICALLY FASTENED INTO 3"X6" NOMINAL TONGUE AND
I I ` I I N � GLUE STRUCTURAL WOOD DECKING OVER MIN 6" NOMINAL
`i � � WIDE RADIUS STRUCTURAL GLB ROOF FRAMING OVER STEEL
� 2 SIM BEAM SUPPORTS RE:STRUCT. ( HEAVY TIMBER ROOF CONST. )
A9•22 5, TYPICAL ROOF BALCONY SOFFIT:
I CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
20 - 2p ; WITH 5/8° X 3 1/2" CEMENTITIOUS BATTENS TRIM. PAINT.
I 7 I � �; g, TYPICAL EXTERIOR WALL CONSTRUCTION WITH CEMENTITIOUS � � �� � �
_ T.O. SLAB LEVEL 2 T.O. SLAB LEVEL 2 „ � �� �
OR METAL PANEL SIDING• RE: ELEVATIONS : 1 1 2 STONE �,
8 SIM 112-0 - !� 112-0 ' � � �
�1 �U�1 � � � � � �' Ag 22 0 � � � � i � � �� �� � _ �' � o WOOL INSULATION BOARD W� 2" VERTICAL 'Z' GIRTS OVER � � ������� � �
� _ � � ' � AIR/MOISTURE BARRIER, 5/8 EXT GLASS MAT SHEATHING, 6 � � �L������,� � �
METAL STUD, R-19 BATT INSULATION, VAPOR BARRIER, 5/8" �[� ��� �
�� B.O. SOFFIT WDO HEAD � � �
TYPE X GYP BD. RE: UL V454 FOR 1 HOUR RATED WALL 2
�
I � � �� �
WDO HEAD
7, TYPICAL EXTERIOR WALL CONSTRUCTION WITH STONE VENEER:
� u�-LOUVER RE: STONE VENEER WITH MECHANICAL ANCHORS, FULL DEPTH �.� � �/fj�
0 0 8 20 � MECHANICAL o MORTAR OVER VENTILATION MAT , 1 1/2" STONE WOOL h�"°�•��' -� ��` ` "�
I 10 �, I I N INSULATION BOARD, AIR AND MOISTURE BARRIER, 5/8° EXT
� � GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
I I I INSULATION, VAPOR BARRIER, 5/8" GYP BD. RE: UL V454 FOR 03.31.2014
N = 07.15.2014
i o 1 HOUR RATED WALL
� 10 � g. TYPICAL EXTERIOR WALL CONSTRUCTION WITH STUCCO :
3-COAT CEMENT1T10US SYSTEM, EXPANDED METAL LATH, �"
I I I I EXTERIOR GLASS MAT SHEATHING, 2-PLY TYPE D ASPHALT
33 33 �8 03 BUILDING PAPER, 1 1/2" STONE WOOL INSULATION BOARD, 1
�" VERTICAL 'Z' GIRTS, , AIR AND MOISTURE BARRIER, 5/8"
- T.O. SLAB LEVEL 1 � T.O. SLAB LEVEL 1 EXT GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT
- � _ .- -_ __ --
A � � �oo�O � ° ` a. � a . - _ -__-- �00�O
� a ° � �a � - ` = -- � a „ a a $ a ' INSULATION, VAPOR BARRIER, 5/8" GYP BD. �
- ----��----��- a- a ,---- -�--- --- RE:UL V454 FOR 1 HOUR RATED EXTERIOR WALL.
a a � ° I a e a 1° I a° � � g, TYPICAL EXTERIOR WALL CONSTRUCTION � CONCRETE CORE
�
WALL: EXTERIOR MATERIAL RE: ELEVATIONS 1 1 2" STONE
�
�
I I I I I WOOL INSULATION BOARD, AIR/MOISTURE BARRIER, 5/8" O
GYPSUM SHEATHING, 6" METAL STUD, R-19 BATT INSULATION, Q
I I I 1/2" AIR SPACE, CONCRETE WALL, RE:STRUCT. �
10. TYPICAL RESIDENTIAL WINDOW:
METAL CLAD WOOD WINDOWS WITH INSULATION LOW E GLAZING �
I I I I RE: ELEVATIONS FOR WINDOW TYPE AND OPERATION.
11. TYPICAL RESIDENTIAL UNIT PA110 DOORS: O
METAL CLAD WOOD IN-SWING OR SLIDING DOOR W/ LOW E
GLAZING RE: PLANS FOR DOOR TYPE AND OPERATION. J
12. ALUMINUM LOW-RISE CURTAINWALL OR STOREFRONT WINDOW � O
SYSTEM WITH 1" INSULATED LOW E GLAZING; RE :SCHEDULE
WA L L S E CT I O N WA L L S E CT I O N 13. SAME AS #15 WITHOUT SNOWMELT TUBING SYSTEM U
14. TYPICAL EXPOSED BALCONY : ..
HEAVY DUTY TRAFFIC COATING SYSTEM OVER SLOPED CONCRETE
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" OVER METAL DECK AND STEEL FRAMING RE: STRUCT. J
0 2 4 8 0 2 4 8 UNDERSIDE: 1x3 CEDAR BATTENS ON CEMEMTITIOUS SOFFIT
PANEL BOARD OVER METAL STUD FRAMING. �
15• EXTERIOR BALCONY OVER OCCUPIED SPACE W SNOWMELT : �
� /
CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON ��
DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
� MEMBRANE ON SLOPED CONCRETE TO DRAIN OVER METAL
12 3 12 2 12 1 �2 DECK AND STEEL FRAMING RE: STRUCT. R-38 UNFACED HIGH
DENSITY BATT INSULATION WITH ASPHALT IMPREGNATED
AIR/VAPOR BARRIER AT UNDERSIDE OF BALCONY METAL DECK.
16. BALCONY GUARDRAILS:
VERTICAL WOOD POSTS W/ STEEL FLAT BAR INFILL SYSTEM.
A4 15.8 14 PROVIDE HIGH PERFORMANCE ZINC PRIMER AND PAINT SYSTEM
ON ALL EXPOSED STEEL COMPONENTS. RE : A9.35
I I I I 17. TYPICAL BALCONY SOFFIT:
CEMENTITIOUS SOFFIT PANEL BOARD OVER METAL STUD FRAMING,
WITH 5/8" X 3-1/2" CEMENTITIOUS BATTENS. PAINT.
I I 18. PAVERS OVER PARKING GARAGE AT PLAZA / ARCADE :
I I I CONCRETE PAVERS ON SAND BED WITH SNOWMELT TUBING ON
DRAINAGE/FILTER FABRIC LAYER OVER RADIANT BARRIER OVER
10 4" REINFORCED CONRETE TOPPING SLAB OVER DRAINAGE/
FILTER FABRIC LAYER OVER PROTECTION BOARD BEDDED IN
REINFORCED WATERPROOF MEMBRANE ON SLOPING CONCRETE
I I T.O. STONE CAP STRUCTURAL SLAB TO DRAIN. RE: 1/A9.13
� I 8 '� 19. EXTERIOR PLANTER OVER OCCUPIED SPACE � PLAZA :
'' � � PLANTER SOIL W/ROOT BARRIER ON DRAINA6E MAT/FILTER
151 � I I % � ;�, FABRIC OVER 4 REINFORCED SLOPING CONCRETE TOPPING
;
� T.O. SLAB LEVEL 3 SLAB TO DRAIN OVER DRAINAGE�FILTER FABRIC LAYER OVER
T.O. SLAB I I T.O. SLAB ;; 4 PROTECTION BOARD BEDDED IN REINFORCED WATERPROOF
� ° a � ° � 99-10 aa °�, ° � a ° °° a ° a o a � a ° ° a � a < a ° ° a 99-10 -- - --- -- - - A9.35 �23-5 MEMBRANE ON SLOPING CONCRETE STRUCTURAL SLAB
� 4 � ° � ° ° `i' PLANTER SIDE WALLS SHALL INCLUDE DRAINAGE MAT FILTER
� _ FABRIC OVER PROTEC110N BOARD OVER REINFORCED
� - _-_- �'
BEAM WALL � a � � I ; B.O. SOFFIT `�
� WDO HEAD WATERPROOF MEMBRANE.
� WALL BEYOND 20.TYPICAL FLOOR CONSTRUCTION LEVEL 2 THRU 7:
T 0. A R I a o FLOOR FINISH RE: SPECIFICATIONS OVER CONCRETE ON METAL
. SL B I '- r DECK ON STEEL FRAMING RE: STRUCT, 2 HR SPRAY ON FIRE
a
� 95-0 a ° a a � ° ° � � � a a � ° ° ° a � ° B � � a
� ° � I I �� � PROOFING AT STEEL FRAMING AND UNDERSIDE OF METAL DECK
a
WITH R-19 BATT INSULATION (2 HR, UL D779)
° a 21. GYP BD CEILING OVER CLG SUPPORT SYSTEM SUSPENDED ON
° a� : ° I �' WIRE HANGERS ATTACHED TO UNDERSIDE OF METAL DECK, RE:
� ° � 16
ao UNIT CEILING PLANS FOR HEIGHTS, R-19 SOUND BATT
CMU SIDE WALL ' r I z I 5 INSULATION ATTACHED TO UNDERSIDE OF METAL DECK.
� ,
� � ° i� C\ I I A9 32 22.SNOW FENCE BRACKET MOUINTED TO STEEL BEAMS AND IN
�,_ „ , : „ z � T.O. SLAB LEVEL 2 PLANE WITH THE EXTERIOR WALL RE: ROOF PLAN AND STRUCT.
, � ° ° � ° ° � 112-0
� T.O. SLAB � � ' � � I � ° ° � T.O. SLAB VEL P1 ��; � � �� ___°-�- _� __ _ -_ � 23.HORIZONTAL DEFLECTION JOINT WITH BY-PASS STUD FRAMING PRO�. NO. 17004.00
6° RAMP SLAB I 88-� ° a � a � a a a e ° a ° a° a ° a a � � � ° � ° ° ° a a $$-� -�" _ � PROVIDE MWERAL WOOL INSULATION IN THE SLAB EDGE VOID,
� a ° T.O. SLAB T.O. SLAB a 4 a a a° a m ELASTOMERIC SPRAY AND ASSOCIATED COMPONENTS PER
� a a 86-6 86-6 a a � UL SYSTEM CW-S-1021. RE: SHEET A9.21 DRAWN: RW
� a e °
LEVEL P1 = a a � � ,
T.O. SLAB � ° I I I
a ° 24.SANDSTONE SILL PIECE CHECKED: �M
85-0 ° ° " ° � ' ' ° ° ° - - - - - - - - - - - - - - - - I � = 25.HORIZONTAL DEFLECTION JOINT AT PLATFORM FRAMING WITH 1° CADD FILE: .CIWg
� , , a � � �
a ��
� I NEW LOW I � ° SALB EDGE VOID; PROVIDE MINERAL WOOL INSULATION IN THE
� 4" B L O C K O U T � B O T T O M F O A M F I L L ° BEAM WALL °' N B O T T O M S T U D T R A C K W I T H E L A S T O M E R I C S P R A Y C O A T I N G A T D A T E: 1 2/2 0/2 0 1 3
: OF RAMP FOR RAMP BELOW RAMP a ° � 6 1 HOUR RATED EXTERIOR WALL LOCATIONS ONLY.
� POUR INTEGRAL 4 a � I I I UL CW-S-0003 RE: SHEET A9.21 REVISIONS:
� � °I I 26. PROMONADE STYLE DECK DRAIN AND OVERFLOW RE:PLUMBING Qj ADDENDUM 1 01/24/2014
m
a ^ T.O. STONE 27. COPPER GUTTER AND COPPER DOWNSPOUT WITH 2 LINES OF
� \ Q � I 33 6 SI . " HEAT TRACE IN THE GUTTERS RE: ELEC Q3 ASI 001 FOR CONSTRUCTION
/ ' RAMP qg, 3 ;= 7 N 07/15/2014
� / a , I � I _, i 28. TYPICAL BELOW GRADE WALLS :
= T.O. SLAB LEVEL P2 a a a _ �'�, `V T.O. SLAB LEVEL 1 CONCRETE FOUNDATION WALL RE: STRUCT :
� 100-0 SINGLE SIDED SHORING SYSTEM RE: 13-17/A9.13
� ( I n. � � '� � � aa . � a � � a � a ° n . . a a a I a a 4 , e a ' ,�a � a °, '�� - _ _
° ° g 1 1/2" XPS FOAM INSULATION OVER DRAINAGE COMPOSITE COOZ ARCHITECTURE
� �� ° ° ° LAYER OVER WATERPROOFING MEMBRANE OVER CONC WALL
� �\ I� ° � � a °I ` � RE : DEWATERING DRAWINGS FOR PERIMETER DRAINBOARD AND
� ! I DEWATERING UNDERDRAIN SYSTEM FOR TIE BELOW GRADE.
g I I I 30.TYPICAL SLAB ON GRADE STRATA VAIL
� I REINFORCED CONCRETE SLAB ON GRADE OVER COMPACTED
� AGGREGATE BASE ON COMPACTED SOIL RE: STRUCT ; OVER o
� � I I PERMANENT DEWATERING SYSTEM, RE : DEWATERING PLAN 1 OO�o CD�S
SHEET TITLE.
31. FOUNDATION SINGLE SIDED SHORING SYSTEM WITH STEEL PILE,
�� � I I I I TIE BACKS AND WOOD LAGGING SYSTEM. WALL SECTIONS - BLDG A
N �
b�
32.EXTERIOR WALL CONSTRUCTION WITH RAISED PANEL SIDING:
,�� �"X3Y2" CEMENT BOARD TRIM � 4"o.c. HORIZONTAL SPACING
FASTEN TO 2" GALVANIZED VERTICAL 'Z' GIRTS (W/ NEOPRENE
g � PADS), SPACED VERTICALLY � 16"o.c. WITH VAPOR
�" RA M P S E C T I O N R A M P S E CT I O N WA L L S E C T I O N PERMEABLE AIR BARRIER BLACK OVER 1 1/2" STONE WOOL
�� 5 L� 2 INSULATION BOARD OVER AIR/MOISTURE BARRIER, 5/8" EXT SCALE:AS Noted
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" � SCALE: 1/4" = 1'-0" GLASS MAT SHEATHING, 6" METAL STUD, R-19 BATT SHEET NUMBER:
\ �Q 0 2 4 8 INSULATION, VAPOR BARRIER,
3 5/8" GYP BD.
�� � � /� ` /� '/� /`
^ /\ 33. TRAFFIC BEARING WATERPROOFING MEMBRANE -LEVELS P1 AND
` ����� , ��_/ � P2 / RAMPS
34.CONCRETE PENETRATING SEALER C� P3 SLAB ON GRADE �
HEAVY TIMBER STRUCTURE
ROOF ACCESS EPDM UP 12" FROM ROOF
"���" SH E ET NOTES
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CLEAR HOISTWAY 2
ELEVATOR A1 & A2 ELEVATOR A1 & A2 ELEVATOR A1 & A2 ELEVATOR A1 & A2 A8�02 ELEVATOR A1 & A2
SECTION PLAN LEVEL 5 PLAN LEVEL 3 PLAN LEVEL P1 PLAN LEVEL P3 SCALE:AS Noted
1 O „ _ , „ 9 „ _ , „ 7 „ _ , „ 5 „ _ , „ 2 „ _ , „ SHEET NUMBER:
SCALE: 1/4 - 1 -0 SCALE: 1/4 - 1 -0 SCALE: 1/4 - 1 -0 SCALE: 1/4 - 1 -0 SCALE: 1/4 - 1 -0
0 2' 4' $' N OR TH o 2' 4' s' N OR TH o 2' 4' $' N OR TH o 2' 4' s' N OR TH o 2' 4' s' N OR TH
■
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UP CORE WALLS T.O. CONC
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a:' a �. .a�� 180-4 54G 8 1/4 B318 � M Denver, Colorado 80205
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� SYSTEM I SYSTEM
<� i 7'-8 1/8" i 7'-8 8" 7'-8 1/g»
, � STORAGE
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LEVEL P2 - - - - - - -
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NOTE. STEEL PIT o 0 o SYSTEM o CADD FILE: .DWG
LADDER TO � I B-1 � � B-1 � B-1 � B-1
EXTEND 4'-0" �a° BITUTHENE HDPE BELOW � 6613 � Z � B413 � Z 5 � Z 6113 � 5 � Z BP313 � . DATE: 12/20/2013
A B O V E T O P O F .�.°, GRADE WATERPROOF � o � o � o c �o 0
LEVEL P3 B I MEMBRANE ON VERTICAL Q 1 12 � � � 1 12 � � � � 11 12 � � � 11 12 � REVISIONS:
°� WALLS OF ELEVATOR � 6.11 �' w � 6.11 �' w �' w A .11 � �' w A6.11 �
4" CONCRETE � N ° � N ° � � v � � a� v �1 ADDENDUM 1 01/24/2014
TOPPING SLAB . PIT AND LAP DOWN
OVER STRUCTURAL OVER TOP OF FOOTING ° I � � _ ° I ° I � � _ ° � I I ° _ � � o � o ^ � _ o
Q �a � i ' � �o � i - i Q - i . Q �3 ASI 001 FOR CONSTRUCTION
FOOTING �� LEVEL P3 J � N °' J � N °' N � J °' N � N � ° J 07/15/2014
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� � � L-�--� � ° � � SHEET TITLE:
� �� � � � � � � ���`N ��� � � ° a � �� � �.a '� � ° RESISTANT PROTECTIVE ° � �� � i � . � �� � i � .� �� � . I � � �� � ELEVATOR PLANS
26F
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�d � ° � � � ° � �I�ATERPROOFING SYSTEM
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� � � � � / I� \� I I
ELEVATOR B1 & B2 ELEVATOR B1 & B2 ' E�.EVA �R 1 �'& B �' � � ELEVATOR B1 & B2 SCALE:AS Noted
E LEVATOR B 1 & B2 SHEET NUMBER:
SECTION PLAN LEVEL 6 PLAN LEVEL 4 PLAN LEVEL 1 PLAN LEVEL P3
12 � O SCALE: 1/4" = 1'-0" � SCALE: 1/4" = 1'-0" � SCALE: 1/4" = 1'-0" � SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
0 2' 4' 8' N OR TH o 2' 4' s' N OR TH o 2' 4' s' N OR TH o 2' 4' s' N OR TH ■
0 2' 4' 8'
�
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A57 A63 AflCNIiECiUflE
$ 4 � 9 3GC3 Lcn.ner Sreei
CLCAR FIOISTWAY
� � �� � Denver, Colorodo 80205
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0 2' a' a' NORTH A �
03.3 i 2014�
07.i5.i0'Ih
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RE S1�UC?URAL i � 5 � . I
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STEEL PIT LADCER o°o I � � A6J2 �
TO EXTEND 4'-0" � - �� �� °� �� 1
neovE roF oF � �� T o. coNC cueo 13.4 -o - � - - - — 13.4 — �o a
LEV_FL 1 SlAB ��� � -Q a a . I I . ��_
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A6 . 12
FLAG NOTES: SHEET NOTES:
1� FEATURE WALL RE: INTERIOR ELEVATIONS 1. SEE PROJECT MANUAL FOR FINISH LEGENDS, SPECIFICATIONS
AND ADDITIONAL INFORMAl10N
� SEE THRU FIREPLACE 2. SEE SHEET A7.1.1 THRU A7.1.14 FOR COMMON AREA INTERIOR
ELEVATIONS AND INFORMATION ADDITIONAL INFORMATION ON
WALL AND BASE MATERIALS
3� BUILT-IN SEATING 3. SEE SHEET SERIES A2.0 FOR FLOOR PLANS
4. SEE SHEET SERIES A3.0 FOR REFLECTED CEILING PLANS A fl C N I 1 E C T U fl E
� KITCHENETTE 5. RE: ENLARGED FLOOR PLANS FOR FLOOR DIMENSIONS AND
ADDITIONAL INFORMATION
g�2 6. SEE SHEET SERIES A10 FOR INTERIOR DETAILS, FLOOR
�,�� � LOCKER AT STAFF ROOM TRANSITIONS AND ADDITIONAL INFORMATION 3003 Larimer Street
7. FLOOR MATERIAL TRANSITIONS SHALL OCCUR AT THE
�1� � BUILT-IN CABINETRY CENTERLINE OF DOOR U.O.N. Denver, Colorado 80205
/ 8. ALL PAINT TRANSITIONS TO OCCUR ON THE INSIDE CORNER
� \ � � SHELF AND ROD U.O.N Phone 303,861.5704
\ � g, INTERIOR WALL AND CEILING FINISHES SHALL BE SPECIFIED AND
�9 \ � �� COMPLY WITH 803.5 AND SECTION 803: REQUIRING CLASS 6
g� SKI LOCKER FLAME SPREAD INDEX AT VERTICAL EXITS AND EXIT
� \\ PASSAGEWAYS, CLASS C AT EXIT ACCESS CORRDIDORS AND
�a � , �g3 \ � � j � UNDERCOUNTER REFRIGERATOR/ BEVERAGE COOLER S ACESEXITWAYS, AND CLASS C AT ROOMS AND ENCLOSED
O �9'
\ � \\ - � 10. ALL FLOORING TO EXTEND UNDER COUNTERS AND APPLIANCES.
� �aa � � � �� ICE MAKER
�g6 \ \ 11. CAULK ALL JOINTS OR CRACKS WHICH OCCUR WHERE DISIMILAR
a1 \ \ � / �, MATERIALS INTERSECT PERPENDICULAR TO EACH OTHER, AND
\� � � , � 11 REFRIGERATOR THE INTERSECTION IS EXPOSED TO VIEW, UNLESS INDICATED
�� � � � � � / � OTHERWISE ON THE DRAWINGS.
� � \� � \� \ � MICROWAVE 12. RE: PROJECT MANUAL FOR COATINGS ON CONCRETE AT
�� . \ \ , 12
�� � �� 6 � � � ` � � � � � � , / PARKING DRIVE, STAIR AREAS, DRIVE AISLES AND DOCK AREA.
� � \ � \ � � - 13 DISHWASHER 13, SEE UNIT PLANS SERIES A2.10 THRU A2.25 FOR FINISHES AT
�6 � � � � � � � , �� , � UNITS.
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� � � \� \ / c� 14 TRENCH DRAIN 14, RE: PROJECT MANUAL FOR "OZ INTERIOR PUBUC SPACE
\ - � / � � FINISHES" FOR FINISH LEGEND
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�� y - - - � - - - - - � - - - - - � a�2s � DATE: 12/20/2013
�
- - ' - ■ � - - - - - - - - � - - - - - � � - - � REVISIONS:
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� I I i I I Q ASI 001 FOR CONSTRUC110N
07/15/2014
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CQOZ ARCHITECTURE
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l%' SHEET TITLE:
FINISH FLOOR
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NORTH NORTH
0 4 8 16
FINISH NOTES:
17A 17A �
A10.2 A���2 1. ALL DIMENSIONS ARE TAKEN TO FINISH F100R.
2. RE: ENLARGED FLOOR PLANS FOR ELEVATION TAGS AND �
ADDITIONAL INFORMATION.
3. FLOORING TO CONIINUE UNDER ALL REMOVABLE CABINETS AND
"PP"""°ES. RRCHIiECiUflE
P�s02 P-sc2 P�so2 P.�O� 4. SEE SHEET A10.13 FOR MIILWORK DETAILS.
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ELEVATIONS AND DETAILS.
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6. SEE SHEET A7.43 FOR FlREPLACE ELEVATIONS AND DETAILS
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8. ALL PAINT TRANSI110NS TO OCCUR ON THE INSIDE CORNER U.O.N
9. RE: FLOOR AND UNIT PLANS FOR DIMENSIONS AND PARTITION
TYPES
10. ALL CABWETS TO RECEIVE LOCKS.
11. SEE SHEET A10.03 FOR STANDARD MOUNTING HEIGHTS.
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Denver, Colorado 80205
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FINISH NOTES.
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A10. 1. ALL DIMENSIONS ARE TAKEN TO FINISH FLOOR.
� � � � 2. RE: ENLARGED FLOOR PLANS FOR ELEVATION TAGS AND
ADDITIONAL INFORMATION.
I � 3. FLOORING TO CONTINUE UNDER ALL REMOVABLE CABINETS AND
_� APPLIANCES.
P-5o� P-5o i BEYOND TO 4. SEE SHEET A10.13 FOR MILLWORK DETAILS.
P-50 I � L EN TERTN M N T P-�o i aC-5o i AC-5o i aC-5o i 5. SEE SHEETS A10.30 AND A10.31 FOR RECEPTION DESK PLANS,
OPEN OPEN A126 ; ELEVATIONS AND DETAILS.
i
�/ 6. SEE SHEET A7.43 FOR FIREPLACE ELEVATIONS AND DETAILS
i'
//
� r;�. � j 7. SEE PROJECT MANUAL FOR FINISHES LEGEND, SPECIFICATIONS AND
� \�✓ )I"�, �� ADDITIONAL INFORMATION.
27 C V�� i 8. ALL PAINT TRANSITIONS TO OCCUR ON THE INSIDE CORNER U.O.N
A10. �
9. RE: FLOOR AND UNIT PLANS FOR DIMENSIONS AND PARTITION
TYPES
10. ALL CABINETS TO RECEIVE LOCKS.
Ow-5o w-5o O T-�24 w-5o w-5o 11. SEE SHEET A10.03 FOR STANDARD MOUNTING HEIGHTS.
9. RE: UNIT REFLECTED CEILING PLANS FOR CEILING HEIGHTS, FINISH
AND LIGHTING INFORMATION.
10. WALL ACCESS PANELS FOR PLUMBING (RE: PLUMBING FOR
G R EAT ROO M A 125 LOCATIONS AND TYPE) TO BE RECESSED TYPE SQUARE ACCESS
PANELS WITH GYP BD FINISH (PAINT TO MATCH WALL PAINT OR
1 WALL COVERING) AT ALL PUBLIC CORRIDORS AND PUBLIC
SCALE: 3/8" = 1'-0" SPACES; WITH THE EXCEPTION AT SECONDARY MECH/ELECT OR
MAINTENANCE OR TRASH SPACES WHERE ROUND CHROME PLATE
ACCESS PANELS ARE ACCEPTABLE.
PROJ. N0. ��004.00
DRAWN: HP
CHECKED: HK
CADD FILE: .DWG
DATE: 12/20/2013
REVISIONS:
P-�o i P-5o i Q1 ADDENDUM 1 01/24/2014
P-50 I
P-50 I
Q3 ASI 001 FOR CONSTRUCTION
07/15/2014
CQOZ ARCHITECTURE
STRATA VAIL
100% CD'S
�q w_5o Og w-5o O w-5o Op w-so SHEET TITLE:
PUBLIC AREAS
INTERIOR ELEVATIONS
BUSINESS CENTER A108 SCALE:AS Noted
2 sCALE: 3/s" _ �'-o" SHEET NUMBER:
. .
FINISH NOTES:
1. ALL DIMENSIONS ARE TO FINISH FLOOR.
2. FLOORING TO CONTINUE UNDER ALL APPLIANCES AND REMOVABLE
CABINETS.
3. SEE SHEET A10.11 AND A10.12 FOR MILLWORK DETAILS.
4. RE: 1/A7.20 FOR TYPICAL BACKSPLASH SLAB HEIGHTS AND R fl C N I 1 E C t U fl E
TYPICAL MILLWORK DETAIL REFERENCES.
5. SEE PROJECT MANUAL FOR FINISHES LEGEND, SPECIFICATIONS AND 3003 Larimer Street
ADDITIONAL INFORMATION.
Denver, Colorado 80205
6. ALL PAINT TRANSITIONS TO OCCUR ON THE INSIDE CORNER U.O.N.
� PENTHOUSE Phone 303,861.5704
UNITS ONLY �• 7. SEE OVERALL FLOOR AND UNIT PLANS FOR DIMENSIONS AND
, � 9 PARTI110N TYPES.
1 A10.11 A10.11 8. DETAIL 7/A10.11 IS TYPICAL FOR PENTHOUSE APPLIANCE
A10.11 CORNER CABINET
CORNER CABINET FILLER WITH LAZY SUSAN 36" WALL APPLICATION ONLY.
WITH LAZY SUSAN MOUNT HOOD SOFFIT FIXED WOOD PANEL, ALIGN WITH FACE
2'-0° 2'-9" 2'-0„ 1'-0 OF UPPER CABINET DOORS 9. DETAIL 8/A10.11 IS TYPICAL FOR STANDARD APPLIANCE
1'-0° 2'-0" 3'-0" 1'-6" 2'-6" APPLICATION ONLY.
10. ALL BASE CABINETS TO BE 36" H. U.O.N.
P-i P-i 11. COUNTERTOP OVERHANG IS 3 /4" AT FRONT AND SIDES U.O.N.
� � /i �\ � � � � � � � ,i � 24" DEEP CABINET
o / / � / � / � \ � 12. SEE SHEET A10.03 FOR STANDARD MOUNIING HEIGHTS.
z \
`" �� �� r° T-i \�0 �i � WOOD FINISHED TO MATCH 13. AT FIXED WOOD PANEL ABOVE REFRIGERATOR AND HOOD ALLOW
� � � � � � / 0 � CABINET DOOR FOR SECOND FIXED WOOD PANEL TO ALLOW FOR FRONT ALIGNMENT
� � � � � � � � z /� � � WITH CABINET DOORS AND MATCHING LOOK.
�
� T-i M , 14. SEE MILLWORK DETAILS FOR ADJUSTABLE SHELVES.
O _ � FINISHED WOOD
T�� � � i� PANEL AT SIDE 15. RECEPTACLE LOCATION AT END OF ISLANDS TO BE LOCATED IN
i OF APPLIANCES ALIGNMENT WITH FRAMED 2X4 STUD WALL UNDER COUNTERTOP, RE:
T-I o 0 0 0 �
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DISHWASHER CORNER CABINET CORNER CABINET COOKTO COMBINATION Q
WITH LAZY SUSAN WITH LAZY SUSAN OVEN KEFRlGEKA OR .i'-3" CLEAR, 3 �/J��
• �• �• 1'�• 4'-0" CLEAR AT PENTHOUSE UNITS ����' g� � ��` ` "�
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A10.11 A10.11 A10.11 A10.11 �
TYPICAL A�20 03.31.2014
RECEPTACLE
LOCATION IN 07.15.2014
ALIGNMENT WITH E
FRAMED 2X4
PARTITION, RE: � � C � � �
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BEVERAGE O
COLLER AT - - - Q
PENTHOUSE _ �
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ONLY (PB, Q
PE, & PG) � �� 1 1 , A �
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KITCHEN 1 . 1 TYPICAL FOR UNITS TYPES : 2G , 3C-L, PB, PE , PG K1.1 KITCHEN K1 . 1 - PLAN
SCALE: 3/8" = 1'-0° CORNER SCALE: 3/8° = 1'-0° TYPICAL FOR UNITS TYPES: 2G, 3C-L,PB, PE, PG
AT UNIT TYPE 1F ONLY CABINET 36" WALL MOUNT HOOD
TWO UPPER CABINETS DO WITH LAZY CORNER CABINET FIXED WOOD PANEL, ALIGN WITH �
NOT OCCUR DUE TO WINDO SUSAN WITH LAZY SUSAN '_0" 9" 3�-0" '-0" 2'-g" SOFFIT FACE OF UPPER CABINET DOORS
A7.20
(SHOWN HERE HIDDEN) FILLER
2-0 2-9 2-0 1 -0 � � � � � �
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FINISH NOTES:
1. ALL DIMENSIONS ARE TO FlNISH FLOOR. �
2. FLOORING TO CONTINUE UNDER ALL APPLIANCES AND REMOVABLE �
CABINETS.
3. SEE SHEET A10.11 AND A10.12 FOR MILLWORK DETAILS.
4. RE: 1/A7.20 FOR ?YPICAL BACKSPLASH SLAB HEIGHTS AND RRCHIiECiUflE
� T�� TIPICAL MILLWORK DETAIL REFERENCES.
A10.11 9
5. SEE PROJECT MANUAL FOR FINISHES LEGEND, SPECIFICA710NS AND 3003 Larimer Street
36" WALL MOUNT H OD A10.11
AODITIONAL INFORMATION.
SOFFIT Denver, Colorodo 80205
_ 2'-9" 3'-0" 2'-6" 1'-6° _ 7'-6° 3'-0" '-0" 2'-6° _ 6. AlL PAINT 1RANSITIONS TO OCCUR ON 7HE INSIDE CORNER U.O.N.
� Phone 303,861.5704
7. SEE OVERALL FLOOR AND UNIT PLANS FOR DIMENSIONS AND
�_i O PARTI110N TYPES.
FIXED WOOD PANEL, ALIGN W1TH FACE 8. DETAIL 7/A10.11 IS TYPICAL FOR PENIHOUSE APPLIANCE
OF UPPER CABINET DOORS
24" DEEP CABINET APPLICATION ONLY.
T � � �� � WOOD FINISHED TO MATCH 9. DETAIL 8/A10.11 IS TYPICAL FOR STANDARD APPLIANCE
� � i T CABINET DOOR APPLICATION ONLY.
o ,
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` FINISHE� WOOD 10. ALL BASE CABINETS TO BE 36' H. U.O.N.
�� a/ �� 4' �d �'� �'' p� � � PANEL AT SIDE
i
i-i �� ��\ OF APPLIANCES 11. COUNTERTOP OVERHANG IS 3 /4" AT FRONT AND SIDES U.O.N.
�\ � 12. SEE SHEET A10.03 FOR STANDARD MOUNTING HEIGHTS.
00 00 00 `
� ° � ° �' � 13. AT FIXED WOOD PANEL ABOVE REFRIGERATOR AND HOOD ALLOW
,%� �'� ° .'� Q. ° �� FOR SECOND FlXED WOOD PANEL TO ALLOW i0R FRONT ALIGNMENT
���� � e �� WI1H CABWET DOORS AND NATCHING LOOK.
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i
� % � � \ ;� 14. SEE MILLWORK DETAILS FOR ADJUSTABLE SHELVES.
15. RECEPTACLE LOCATION AT END OF ISLANOS TO BE LOCATED IN
3-�� 3'-0" CLEAR 2'-0' 1'-3° '-0° '-3" 1'-0" 2'-6" CLEAR _� Q A721 AL16NMENT YA1H FRAMED 2R4 SND WALL UNDER COUNTERTOP, RE
COOKTOP CORNER CABINET COMBINATION ELECT. �
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O 3 4 O 2 E :,��'i - `On`'"
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KITCHEN K1 .4 TYPICAL FOR UNITS TYPE : PC K1.4 � KITCHEN K1 .4 - PLAN Q
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CABINET DOOR �
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A10.11 A10.11 A10.77
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A10.11 A70.11
A10.11 A10.11 / WITH LA2Y SUSAN
-SOFFIT
FIXED WOOD PANEL, ALIGN N7iH FACE p 6° 9 FILLER FILLER � 3� - - - - - - - -- - - - - 4 PROJ. N0. nooa.00
OF UPPER CABWET DOORS r 2'-10 1/2" 2'-10 1/2� � 2'-10 1/2" 2'-10 1/2 �'-3" ����-�I � A�2� -
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, � T � WITH LAZY SUSAN P � �� � CHECKED: HK
24" DEEP CABINET _ l - I
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CA8INET DOqR i � II �
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FINISHED WOOD A7.20 � � L _ _ _ J
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2'-6° CLEAR 2'-3' 2'-0" 2'-3" '-0" CLEA STRATA VAIL
� 1'-6" 1'-6" 2'-0" 3'-0" CLEAR 2'-0" 2'-0" CLEA 2'-g" FILLER_� �-�� 3'-0" ' 0" �- 1 OO�o CD�S
COMBINATION FILLER FlLLER NE COOL o
REFRIGERATOR 4'-0° CLEAR
OVEN COOKTOP � ISHWASHE
CG � O ^,�,, ' O ^,�,, ^,�,, ^'°" � KITCHEN K1 .6 - PLAN UNITSTIILE:
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SCALE: 3/B" = 1'-0° TYPICAL FOR UNIT TYPE: PH INTERIOR ELEVATIONS
� KITCHEN K1 .6 TYPICAL FOR UNIT TYPE : PH K�.s KITCHENS
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SHEET NUMBER:
A7 . 21
FINISH NOTES:
1. ALL DIMENSIONS ARE TO FINISH FLOOR.
2. FLOORING TO CONTINUE UNDER ALL APPLIANCES AND REMOVABLE
CABINETS.
3. SEE SHEET A10.11 AND A10.12 FOR MILLWORK DETAILS.
4. RE: 1/A7.20 FOR TYPICAL BACKSPLASH SLAB HEIGHTS AND R fl C N I 1 E C t U fl E
TYPICAL MILLWORK DETAIL REFERENCES.
5. SEE PROJECT MANUAL FOR FINISHES LE6END, SPECIFICATIONS AND 3003 Larimer Street
ADDITIONAL INFORMATION.
Denver, Colorado 80205
TYP. 6. ALL PAINT TRANSITIONS TO OCCUR ON THE INSIDE CORNER U.O.N.
36" WALL MOUNT HOOD
Phone 303,861.5704
1 7. SEE OVERALL FLOOR AND UNIT PLANS FOR DIMENSIONS AND
9 PARTITION TYPES.
A10.11 A10.11
2'-0" 3'-0" 2'-6" 2'-6" 1'-0" 3'-0" 1'-3" 2'-6 SOFFIT 8. DETAIL 7/A10.11 IS TYPICAL FOR PENTHOUSE APPLIANCE
APPLICATION ONLY.
FIXED WOOD PANEL, ALIGN WITH FACE 9. DETAIL 8�A10.11 IS TYPICAL FOR STANDARD APPLIANCE
P-I P-I OF UPPER CABINET DOORS APPLICATION ONLY.
� � , � , , 24" DEEP CABINET „
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�� �� �'� �`� �� �� �� �� � `� ,'� � � � WOOD FINISHED TO MATCH
,' `\ ' ` ,' `\ ,' `\ T-I ' 1 . ALL A A IN H. U. .N.
` � � � CABINET DOOR 11. COUNTERTOP OVERHANG IS 3 /4" AT FRONT AND SIDES U.O.N.
� `. �' � � � � � `� �� � �
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�� �' `� ,' `� �' �� ,�� 0 �`, 12. SEE SHEET A10.03 FOR STANDARD MOUNTING HEIGHTS.
`�� �,� `�� �,' `�� �,' ��� �,� � �� FINISHED WOOD
� PANEL AT SIDE 13. AT FIXED WOOD PANEL ABOVE REFRIGERATOR AND HOOD ALLOW
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0 / I WITH CABINET DOORS AND MATCHING LOOK.
�
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� 1
` ��� �'�, J ° ,�� �'�� ,�p � p`� � I A7.22 15. RECEPTACLE LOCATION AT END OF ISLANDS TO BE LOCATED IN
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10. ALL BASE CABINETS TO BE 36° H. U.O.N. CADD FILE: �DWG
11. COUNTERTOP OVERHANG IS 3 /4" AT FRONT AND SIDES U.O.N.
° DATE: 12/20/2013
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12. SEE SHEET A10.03 FOR STANDARD MOUNTING HEIGHTS I I �� - - - f�"���-� - `I � REVISIONS:
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FINISH NOTES:
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I 4. RE: 1/A7.20 FOR TYPICAL BACKSPLASH SLAB HEIGHTS AND A�C N I 1 E C t U R E
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A7.24 F �,--- I I II I I I 1 ADDENDUM 1 01/24/2014
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KITCHEN K9 TYPICAL FOR UNIT TYPES : 2H ICC / ANSI A117. 1 2003 "TYPE A" ACCESSIBLE K9 KITCHEN K9- PLAN ADDITIONALINFORMATION.
1 6. ALL PAINT TRANSITIONS TO OCCUR ON THE INSIDE CORNER U.O.N. �
SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" TYPICAL FOR UNIT TYPES: 2H �
7. SEE OVERALL FLOOR AND UNIT PLANS FOR DIMENSIONS AND �
1 15 PARTITION TYPES.
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2'-0" 2'-0" 2'-0" APPLICATION ONLY. J
9. DETAIL 8/A10.11 IS TYPICAL FOR STANDARD APPLIANCE � O
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FOR SECOND FIXED WOOD PANEL TO ALLOW FOR FRONT ALIGNMENT �
T-� COOKTOP � WITH CABINET DOORS AND MATCHING LOOK. '�
TILE BACKSPLASH AT SIDE 0 � A7. 5
14. SEE MILLWORK DETAILS FOR ADJUSTABLE SHELVES.
, � � FIXED PANEL
�'� --;�� I 15. RECEPTACLE LOCATION AT END OF ISLANDS TO BE LOCATED IN
o �' �' DISHDRAWER � ALIGNMENT WITH FRAMED 2X4 STUD WALL UNDER COUNTERTOP, RE:
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13 � 1 6�-2„
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REQ'D BY ICC/ANSI 117.1 � �
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P-I I I TYP. PER ICC/A117.1
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3 REVISIONS.
SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" TYPICAL FOR UNIT TYPE SB Q1 ADDENDUM 1 01/24/2014
Q3 ASI 001 FOR CONSTRUCTION
07/15/2014
VARIES CQOZ ARCHITECTURE
STRATA VAIL
a q A7 25 1��% C��S
� SHEET TITLE:
� � UNITS
° ° T INTERIOR ELEVATIONS
° ° KITCHENS
�.
A » SCALE:As Noted
O A10.11
SHEET NUMBER:
BUILT- IN MILLWORK TYP. - PLAN
B U I LT-I N M I L LWO R K TY P. RE: UNIT PLANS FOR LOCATIONS AND DIMENSIONS �
4 SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0"
FINISH NOTES:
1. ALL DIMENSIONS ARE TO FINISH FLOOR. �
2. FLOORING TO CONTINUE UNDER ALL APPLIANCES AND REMOVABLE �
CABINETS.
3. SEE SHEET A10.11 AND A10.12 FOR MILLWORK DETAILS.
4. RE: i/A720 FOR TYPICAL BACKSPLASH SLAB HEIGHTS AND RRCHIiECiUflE
TYPICAL MILLWORK DETAIL REFERENCES.
5. SEE PROJECT MANUAL FOR FINISHES LEGEND, SPECIFICATIONS AND 3003 Larimer Street
ADDITIONAL INFORMATION.
Denver, Colorodo 80205
6. ALL PAINT TRANSITIONS TO OCCUR ON THE INSIDE CORNER U.O.N.
Phone 303,861.5704
7. SEE OVERALL FLOOR AND UNIT PLANS FOR DIMENSIONS AND
PARTI110N TWES.
B. DETAIL 7/A10.11 IS TIPICAL FOR PENTHOUSE APPLIANCE
APPI1CAl10N ONLY.
9. DETAIL 8/A10.11 IS TYPICAL FOR STANDARD APPLIANCE
APPIJCATION ONLY.
70. ALL BASE CABINETS TO BE 36° H. U.O.N.
11. COUNTERTOP OVERHANG IS 3 /4° AT FRONT AND SIDES U.O.N.
12. SEE SHEET A10.03 FOR STANDARD MOUNIING HEIGHTS.
73. AT FlXED WOOD PANEI ABOVE REFRIGERATOR AND HOOD ALLOW
FOR SECOND FIXED WOOD PANEL TO ALLOW FOR FRONT ALIGNMENT
'MTH CABINET DOORS AND MATCHING LOOK.
14. SEE MILLWORK DETAILS FOR ADJUSTABLE SHEIVES.
15. RECEPTACLE LOCATION AT END OF ISLANDS TO 8E LOCATED IN
ALIGNMENT 'MTH FRAMED 2X4 S1UD WALL UNDER COUNTERTOP, RE:
ELECT. _
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SCALE: 3/8" = 1'-0° Q3 � KITCHEN K1 . 1 - 30 - PLAN
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SCALE: 3/8° = 1'-0" TYPICAL FOR UNIT TYPE: tA, 1B
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DISHWASHE CORNER CABINET RANGE COMBINATION
5 WI�FINLAZYASUSAN 'MTH LAZY SUSAN 4 � 3 a�N REFRIGERATOR 3'-3" CLEAR REVISIONS:
A10.11
A10.11 A10.11 1 ADDENDUM 1 01/24/2014
� KITCHEN K1 .2 - 30 - PLAN TYPICAL FOR UNI E : 1 C, 1 D, 1 F Q A51 001 FOR CONSIRUCTION
SCALE: 3/8" = t'-0° Q3
� KITCHEN K1 .2 - 30 - PLAN °'�,5�2°,4
SCALE: 3/6" = 1'-0" TYPICAL FOR UNIT TYPE: 1C, iD, 1F
CQOZ ARCHITECTURE
KITCHEN K1.2-30 FOR UNIT NPES iC, iD, iF
STRATA VAIL
100% CD'S
SHEET TI1LE:
UNITS
INTERIOR ELEVATIONS
KITCHENS
SCALE:As Noted
SHEET NUMBER:
A7 . 27
FINISH NOTES:
1. ALL VERTICAL DIMENSIONS ARE TAKEN TO FINISH FLOOR.
2. FLOORING TO CONTINUE UNDER ALL REMOVABLE CABINETS.
3. SEE SHEET A10.13 FOR MILLWORK DETAILS.
4. SEE PROJECT MANUAL FOR FINISHES LEGEND, SPECIFICATIONS Afl C N I1 E Ct U fl E
AND ADDITIONAL INFORMATION.
5. ALL PAINT TRANSITIONS TO OCCUR ON THE INSIDE CORNER
U.O.N 3003 Larimer Street
FLOATING FRAMELESS GLASS �° ��s��� 6. RE: FLOOR AND UNIT PLANS FOR DIMENSIONS AND PARTITION Denver, Colorado 80205
24" TOWEL BAR FRAMELESS MIRROR ENCLOSURE PEN TO TYPES
� � SHOWER STALL
P,� Phone 303,861.5704
� T-6 �\ 7. ALL BASE CAB. TO BE 34" H. U.O.N.
� 8. SEE SHEET A10.03 FOR STANDARD MOUNTING HEIGHTS.
P=I �
7'-0" W 4'-0" W ��
P�I i P�I i X 3'-4" 11 X 3'-4" 11 T-1 7
T-i� , `� 9. RE: UNIT REFLECTED CEILING PLANS FOR CEILING HEIGHTS,
� `� FINISH AND LIGHTING INFORMATION
� � � � ��
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- T=6 T-6 �J T�6 \��
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DETAIL REFERENCES AT ELEVATIONS AND DIMENSIONS ON PLAN SHOWN AT THIS MASTER BATH � J
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' 'A' COMPLIANT BATH) ' �
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SCALE:As Noted
SHEET NUMBER:
. .
FINISH NOTES:
1. ALL OERTICAL DIMENSIONS ARE TAKEN TO FlNISH FLOOR. �
2. FLOORING TO CONTINUE UNDER ALL REMOVABLE CABINETS. �
3. SEE SHEET A10.13 FOR MILLWORK DETAILS.
4. SEE PROJECT MANUAL FOR FINISHES LEGEND, SPECIFlCATIONS pNCHIiECiUflE
AND ADDITIONAL INFORMATION.
5. ALL PAINT 7RANSITIONS TO OCCUR ON THE INSIDE CORNER
U.O.N 3003 Larimer Street
FLrqiWG FLOAiWr 6. RE: FLOOR AND UNIT PLANS FOR DIMENSIONS AND PARTITION Denver, Colorodo 80205
'2�" TOWE� BAR FR4M_LESS MIRROR- FRAMELESS �!! y_ OPEN T0�
RROR SHOwEi2 SIALL TYPES
� � � �,, i Phone 303,861.5704
7. ALL BASE CAB. TO BE 34" H. U.O.N.
7=6
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� 6'-0' W 3�_0��w 3�_�. W ��
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7 SCALE: 3/8" = 1'-0" � SCALE: 3/8" = 1'-0" •
DATE. 12/20/2013
REVISIONS:
Q1 ADDENDUM 1 01/24/2014
�. FRAMELESS GLASS FRAMELESS GLASS FRAMELESS GLASS �\ � � I FRAMELESS GLASS � FRAMELESS GLASS FRAMELESS GLASS FRAMELESS GLASS � � \`�\ �^` j� Q3 ASI 001 FOR CONSTRUCTION
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FINISH NOTES:
1. ALL VERTICAL DIMENSIONS ARE TAKEN TO FINISH FLOOR.
2. FLOORING TO CONTINUE UNDER ALL REMOVABLE CABINETS.
3. SEE SHEET A10.13 FOR MILLWORK DETAILS.
4. SEE PROJECT MANUAL FOR FINISHES LEGEND, SPECIFICATIONS p fl C H I t E C T U R E
AND ADDITIONAL INFORMATION.
5. ALL PAINT TRANSITIONS TO OCCUR ON THE INSIDE CORNER
U.O.N 3003 Larimer Street
6. RE: FLOOR AND UNIT PLANS FOR DIMENSIONS AND PART1T10N Denver, Colorado 80205
TYPES
Phone 303,861.5704
7. ALL BASE CA6. TO BE 34" H. U.O.N.
8. SEE SHEET A10.03 FOR STANDARD MOUNTING HEIGHTS.
9. RE: UNIT REFLECTED CEILING PLANS FOR CEILING HEIGHTS,
FINISH AND LIGHTING INFORMATION
10. PROVIDE WALL MOUNTED SOAP WIRE BASKET AT ALL SHOWERS
AND TUBS. (CORNER BASKET AT SHOWERS ONLY)
11. VERIFY ALL TILE PATTERNS IN FIELD WITH ARCHITECT
12. REFER TO SPECIFICATIONS FOR TILE PATTERN
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Q1 ADDENDUM 1 01/24/2014
1/2" MAX. THRESHOLD,
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SCALE: 3/8" = 1'-0" SCALE: 3/8° = 1'-0" TYPICAL FOR UNIT TYPE(S): 2H
FINISH NOTES:
1. ALL VERTICAL DIMENSIONS ARE TAKEN TO FINISH FLOOR.
2. FLOORING TO CONTINUE UNDER ALL REMOVABLE CABINETS.
3. SEE SHEET A10.13 FOR MILLWORK DETAILS.
4. SEE PROJECT MANUAL FOR FINISHES LEGEND, SPECIFICATIONS Afl C N I1 E Ct U fl E
AND ADDITIONAL INFORMATION.
5. ALL PAINT TRANSITIONS TO OCCUR ON THE INSIDE CORNER
U.O.N 3003 Larimer Street
6. RE: FLOOR AND UNIT PLANS FOR DIMENSIONS AND PARTITION Denver, Colorado 80205
`� TYPES
Phone 303,861.5704
7. ALL BASE CAB. TO BE 34" H. U.O.N.
8. SEE SHEET A10.03 FOR STANDARD MOUNTING HEIGHTS.
9. RE: UNIT REFLECTED CEILING PLANS FOR CEILING HEIGHTS,
FINISH AND LIGHTING INFORMATION
10. PROVIDE WALL MOUNTED SOAP WIRE BASKET AT ALL SHOWERS
AND TUBS. (CORNER BASKET AT SHOWERS ONLY)
11. VERIFY ALL TILE PATTERNS IN FIELD WITH ARCHITECT
12. REFER TO SPECIFICATIONS FOR TILE PATTERN
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Q1 ADDENDUM 1 01/24/2014
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POWDER ROOM B2. 13 - SHOWER POWDER ROOM B2. 13 - PLAN POWDER ROOM B2. 11 - SHOWER B2. 11 - PLAN � �
8 SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" TYPICAL FOR UNIT TYPE(S): PE � SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1�-0" TYPICAL FOR UNIT TYPE(S): 1F
FINISH NOTES:
1. ALL VERTICAL DIMENSIONS ARE TAKEN TO FINISH FLOOR.
2. FLOORING TO CONTINUE UNDER ALL REMOVABLE CABINETS.
3. SEE SHEET A10.13 FOR MILLWORK DETAILS.
4. SEE PROJECT MANUAL FOR FINISHES LEGEND, SPECIFICATIONS pfl C N I1 E Ct U fl E
AND ADDI110NAL INFORMATION.
5. ALL PAINT TRANSITIONS TO OCCUR ON THE INSIDE CORNER
U.O.N 3003 Larimer Street
6. RE: FLOOR AND UNIT PLANS FOR DIMENSIONS AND PARTITION Denver, Colorado 80205
TYPES
Phone 303,861.5704
7. ALL BASE CAB. TO BE 34" H. U.O.N.
8. SEE SHEET A10.03 FOR STANDARD MOUNTING HEIGHTS.
9. RE: UNIT REFLECTED CEILING PLANS FOR CEILING HEIGHTS,
FINISH AND LIGHIING INFORMATION
10. PROVIDE WALL MOUNTED SOAP WIRE BASKET AT ALL SHOWERS
AND TUBS. (CORNER BASKET AT SHOWERS ONLY)
11. VERIFY ALL TILE PATTERNS IN FIELD WITH ARCHITECT
12. REFER TO SPECIFICATIONS FOR TILE PATTERN
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� DATE: 12/20/2013
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P. , r �`, REVISIONS:
TOWEL RING 3'-6" W \�� � \ �� �� �
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1�- " 2�-On 1�-Oy MW-5 MW-5 MW-5 MW-5
TILED UNITS
A O O O �B O O O
POW D E R ROOM INTERIOR ELEVATIONS
POWDER ROOM B3.03 - TYPICAL FOR UNIT TYPE S : 3D POWDER ROOM B3.03 - PLAN POWDER ROOM B2. 16 - SHOWER B2. 16 - PLAN POWDER ROOM
7 SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" TYPICAL FOR UNIT TYPE(S): 3D � SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" TYPICAL FOR UNIT TYPE(S): PG
SCALE:As Noted
SHEET NUMBER:
. .
ALL INTERIOR WALL DIMENSIONS ARE TO THE FACE OF
GYP. BD. U.N.O.
STUD FRAMING, SEE DIMENSION STUD FRAMING, SEE
PLANS FOR PARTITION TYPE RE: UNIT PLANS PLANS FOR PARTITION TYPE
GYP.BD. - PAINTED GYP.BD. - PAINTED Rfl C N I1 E Ct U fl E
UNIT FIREPLACE UNIT FIREPLACE 3003 Larimer Street
_ RE: SPECIFICATIONS w — � RE: SPECIFICATIONS
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2 LAYERS OF 3/4° FRT PLYWOOD OVER FULL WIDTH ABOVE
3 5/8" METAL STUD FRAMING FULL WIDTH
UNIT FIREPLACE UNIT FIREPLACE UNIT FIREPLACE STONE FLOOR BELOW 3
TV RECESS SECTION � TV RECESS MODIFIED TYPICAL
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REVISIONS:
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, °' A7.40 A7.40 /
UNIT FIREPLACE
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U N I T F I R E P LAC E 3 5/8" METAL STUD FRAMING U N I T F I R P LAC E U N I T F I R E P LAC E RE: ELECTRICAL FOR LOCATION U N I T F I R E P LAC E AND SECTIONS
TYPICAL SECTION FRONT ELEVATION FRONT ELEVATION @ TV SIDE ELEVATION
1 5 12 $ 4 SCALE:As Noted
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SHEET NUMBER:
.
GLAZING SCHEDULE
G� 1° CLEAR, LOW-E INSULATING GLASS,
TEMPERED (WHERE REQUIRED BY CODE)
G2 3/4" CLEAR, LOW-E INSULATING GLASS,
TEMPERED (WHERE REQUIRED BY CODE)
O %6" CLEAR, % HR RATED, TEMPERED
G`� (WHERE REQUIRED BY CODE)
ARCNITECIURE
3003 �arimcr S'�reet
2" 2" Denver, Colorado 80205
2° 2» 2,� 2„ 2,� 2„ 2„ 2„ 2„ 2,� 3-o Phone �
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3-o° 3-o" 3'-0° , 3'-0° 2° 2° DOOR SYMBOL �J�
WIDTH
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A8.02 A8.0 A8.02 A8.02 A8.02 A8.02 A8.02 A8.02 A8.02 A8.02 A8.02 25 HARDWARE TYPE, 1
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10 10 10 10 2 2 MANUAL
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1. SHOWN SIZES AT DOORS ARE DOOR SIZES AND FRAME DIMENSIONS
U.N.O.
! 2. ALLOW FOR UNDERCUT AT UNIT DOOR TYPES TO W/D CLOSETS AND UNIT
BEDROOMS.
A B C D E F G H J
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STOREFRONT FRAME ��" �
A.1 = 3'-0" X 7'-0" B.1 = 3'-0" X 7'-0" PAIR C.1 = 3'-0" X 7'-0° D.1 = 3'-0" X 7'-0° PAIR E.1 = 3'-0" X 7'-0" F.1 = 3'-0" X 7'-0" G.1 = 3'-0"" X 7'-0" PAIR H.1 = 3'-0" X 7'-0" � ������� �
A.2 = 3'-6" X 6'-8" B.2 = 3'-0" X 8'-0" PAIR C.2 = 3'-6" x 7'-0" H.2 = 3'-6" X 7'-0" J.1 = 3'-0" X 8'-0" � ��"������� � �
�� ��� � �
A.3 = 4'-0" X 7'-0" B.3 = 3'-6" X 6'-8" PAIR � � ��� 7� � �r
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03.31.2014
6'-6 1/2" R.O. 4'-9" R.O. � 9'-3 1/2" R.O. 07.15.2014
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ALUM STOREFRONT DOOR W/ ALUM ALUM STOREFRONT DOOR W/ ALUM ALUM STOREFRONT DOOR W/ ALUM HM DOOR W/ HM FRAME HM DOOR W/ HM FRAME HM DOOR W/ HM FRAME HM DOOR W/ HM FRAME HM DOOR W/ HM FRAME SOLID CORE WD DOOR W/ ALUM DOOR W/ ALUM ALUM DOOR W/ ALUM Q
STOREFRONT FRAME STOREFRONT FRAME STOREFRONT FRAME WD FRAME STOREFRONT FRAME STOREFRONT FRAME �
1.1 = 3'-0" X 7'-0" K.1 = 3'-0" X 7'-0" L.1 = 3'-0" X 7'-0" M.1 = 3'-0"" X 7'-0" PAIR N.1 = 3'-0" X 7'-0" �
K.2 = 3'-0" X 8'-0" N.2 = 3'-6" X 7'-0" 0.1 = 3'-0" X 8'-0" P.1 = 3'-0" X 8'-0" (PAIR) P.1 = 3'-0" X 8'-0" '�
NOTE:
INTERIOR DOOR AP216 SHALL BE
INSULATED EXTERIOR DOOR PER
08110-4.
,
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NON- RATED NON- RATED
NON- RATED NON- RATED NON- RATED NON- RATED NON- RATED NON- RATED SOLID CORE WD DOOR IN STOREFRONT SOLID CORE WD DOOR IN STOREFRONT 90 MIN RATED 90 MIN RATED 90 MIN RATED
SOLID CORE WD DOOR IN STOREFRONT SOLID CORE WD DOOR IN STOREFRONT SOLID CORE WD DOOR W/ SOLID CORE WD DOOR STEAM ROOM GLASS DOOR SOLID CORE WOOD DOOR SYSTEM SYSTEM HM DOOR W/ HM FRAME HOLLOW METAL DOOR HOLLOW METAL DOOR
SYSTEM SYSTEM WD FRAME W/ WD FRAME ALUM FRAME W/ HM FRAME W/ HM FRAME W/ HM FRAME
Q.1 = 3'-0" X 8'-0" PAIR QA.1 = 3'-0" X 8'-0" U.1 = 3'-0" X 8'-0" V.1 = 3'-0" X 8'-0" PAIR W.1 = 3'-6" X 7'-0"
R.1 = 3'-0" X 8'-0" S.1 = 3'-0" X 8'-0" ST.1 = 3'-3" X 7'-0" T.1 = 3'-0" X 8'-0" W.2 = 3'-0" X 7'-0" X.1 = 3'-0" X 7'-0" XX.1 = 3'-0" X 8'-0" PAIR
(FRAME TYPE VARIES, SEE WINDOW (FRAME TYPE VARIES, SEE WINDOW R.2 = 2'-6" X 8'-0" T.2 = 3'-0" X 7'-0" U.2 = 3'-0" X 7'-0"
TYPE) TYPE) i ROUGH OPENING � (FRAME TYPE VARIES, SEE WINDOW TYPE) (FRAME TYPE VARIES, SEE WINDOW TYPE) W.3 = 3'-0" X 8'-0" X.2 = 3'-0" X 7'-0" (PROVIDE WOOD FACED FRAME)
ROUGH OPENING X.3 = 3'-0" X 7'-0" (PROVIDE WOOD FACED FRAME) -45 MIN RATED
(Z.1) (Z.2) 5 12
2 6 A8.04 A8.04
3'-0" A8.04 A8.04 3'-0" WIDTH WIDTH 3'-0"
� I I � 24'-0° MASONRY OPENING_ PRO�. NO. 17004.00
� � DRAWN: HK
3 AT DOOR I 10
\� A8.04 Z.1 II - A8.04 -
� CHECKED: HK
� CADD FILE.
� � 9 O.H. 9 DATE: 12/20/2013
z z A8.04 A8.04 z
0 0 � � � ,- �1X3 NOMINAL REVISIONS:
� _ = I � ° � � � TRIM STAIN 1 ADDENDUM 1 01 24 2014
� � �
p G1 0 8 7 AT DOOR o I � _ _ = GRADE
� A8.04 A8.04 Z.2 � o � PERMIT RESUBMITTAL 01/13/12
� � � �3 ASI 001 FOR CONSTRUCTION
o �� 07/15/2014
I °' A8.04
I C OZ ARCHITECTURE
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STRATA VAIL
FRAMELESS GLASS DOOR OVERHEAD COILING DOOR SECTIONAL DOOR SECURITY GRILLE COILING DOOR 20 MIN RATED 20 MIN RATED 45 MIN RATED AT UNIT DOORS 1 00% CD�S
SOLID CORE WD DOOR W/ WD FRAME SOLID CORE WD DOOR W/ WD FRAME SOLID CORE WD DOOR W/ HM FRAME SHEET TITLE.
Y.1 - 3'-0" X 8'-0" Z.1 20'-0" X 9'-0" - DOOR AP100A ZA.1 = 10'-0" X 9'-0" ZZ.1 = 24'-0" X 9'-0" - LOWER PARKING GARAGE ENTRY AND PUBLIC AREAS DOOR AND
Z.2 16'-0" X 14'-0" - DOOR B117B (NOT SHOWN TO SCALE) CA.1 = 3'-0" X 7'-0" CB.1 = 2'-4" X 7'-0" PAIR CC.1 = 3'-0" X 7'-0"
FRAME TYPES
(WITH THE EXCEPTION AT STOREFRONT FRAME
DOOR SYSTEMS)
DOOR TYPES AND FRAMES
1 SCALE:3 8"=1'-0"
SCALE: 3/8" = 1'-0° /
SHEET NUMBER:
■ ■
The slopes afthe
GLAZING SCHEDULE
G1 1° CLEAR, LOW-E INSULATING GLASS,
TEMPERED (WHERE REQUIRED BY CODE)
G 2 3/4" CLEAR, LOW-E 1NSULATING GLASS,
TEMPERED (WHERE REQUIRED BY CODE)
G 3 �isn CLEAR, �/4 HR RATED, TEMPERED
(WHERE REQUIRED BY CODE) R fl C N I T E C 1 U fl E
3003 Larimer Street
Denver, Colorado 80205
Phone 303,861.5704
DOOR SYMBOL
DOOR NUMBER
WIDTH 3'-0" 3�� CLEAR OPENING WIDTH WIDTH WIDTH WIDTH 10'-0" DOOR TYPE
4" 4 SIDE GLASS PER UN1T PLAN. 1
---------------- _____ _____a DIMENSION IN FIELD HARDWARE TYPE,
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' " ' ' SHEET NOTES
� � F� VARIES i
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� � �
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i , , , , � � � BEDROOMS.
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SOLID CORE WD DOOR W/ WD FRAME SOLID CORE DOOR W/ WD FRAME _pROVIDE DOOR STOP SO 3" OF DOOR IS U0.1 = 2'-4" X 6'-2" UE.1 = 1'-6" X 7'-0" PAIR UF.1 = 2'-0" X 7'-0" PAIR UG.1 = 2'-7" X 7'-0" DBL. PAIR ��5�`'
�A � p�y�.�
UA.1 2'-0" X 7'-0" U6.1 3'-0" X 7'-0" PROVIDED IN OPEN�NG U0.2 = 2'-6" X 6'-2" UE.2 = 2'-0° X 7'-0" PAIR UF.2 = 2'-6" X 7'-0" PAIR
UA.2 2'-6" X 7'-0" UD.3 = 3'-2" X 6'-2° UE.3 = 2'-6" X 7'-0" PAIR UF.3 = 3'-0" X 7'-0" PAIR
UA.3 2'-8" X 7'-0" UC.1 = 2'-8" (CLEAR OPENING) X 7'-0" UE.4 = 2'-10" X 7'-0"PAIR UF.4 = 4'-0" X 7'-0" PAIR
UA.4 2'-10" X 7'-0" UC.2 = 2'-10" (CLEAR OPENING) X 7'-0" UE.5 = 3'-0° X 7'-0" PAIR 03.31.2014
UA.5 3'-0" X 7'-0" UC.3 = 3'-11" (CLEAR OPENING) X 7'-0" 07.15.2014
UC.4 = 4'-6" (CLEAR OPENING) X 7�-0"
45 MIN RATED COMMUNICATING DOOR
AT LOCK-OFF UNITS
UA.6 2'-10" X 7'-0"
n n n � �,
34 34 34 34 �,_�� � 4„ �
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UG UH UI UK UL UM UP US
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BI-PASS SOLID CORE DOOR W/ WD FRAME SOLID CORE WD DOOR W/ WD FRAME SOLID CORE DOOR W/ WD FRAME BI-PASS SOLID CORE DOOR W/ WD FRAME SOLIO CORE POCKET DOOR W/ WD FRAME NON- RATED NON- RATED NON- RATED
CLAD WD DOOR W/ CLAO WD FRAME CLAD WD DOOR W/ CLAD WD FRAME CLAD WD SLIDER W/ CLAD WD FRAME
UG.1 = 2'-7" X 7'-0" DBL. PAIR UH.1 2'-10" X 7'-0" UI.1 = 2'-10° X 7'-0"PAIR UK.1 = 3'-0° X 7'-0" PAIR -PROVIDE DOOR STOP SO 3" OF DOOR IS
UI.2 = 3'-0" X 7'-0" PAIR PROVIDED IN OPENING UM.1 = 3'-0" X 8'-0" PAIR UP.1 = 3'-0" X 8'-0" US.1 = 3'-0" X 8'-0° PAIR
US.2 = 4'-0" X 8'-0" PAIR
UL.1 = 2'-7" X 7'-0" PAIR
1
DOOR TYPES AND FRAMES
SCALE: 3/8" = 1'-0"
PROJ. N0. 17004.00
DRAWN: HK
CHECKED: HK
CADD FILE:
DATE: 12/20/2013
REVISIONS:
Q1 ADDENDUM 1 01/24/2014
Q3 ASI 001 FOR CONSTRUCTION
07/15/2014
C�OZ ARCHITECTURE
STRATA VAIL
100% CD'S
SHEET TITLE:
DOOR AND
FRAME TYPES
SCALE:3/8"=1'-0"
SHEET NUMBER:
■ ■
6 � CONC WALL, RE: STRUCT
� 3 5/8" STUD
3 3/4" 2 1 2^ �� FURRING
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SEALANT, TYP EA SIDE � WOOD TRIM � � - ---' i �� SEA�ANT, TYP EA SIDE
" � ^ � RE: DOOR TYPE SHEET - ---� J �� Denver, Colorado 80205
e = M ; �
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HOLLOW METAL DOOR � I T&G WOOD CLADDING, RE: PLAN FOR HO��OW META� DGOR Phone 303,861.5704
` FRAME, PAINT � � I RE: CEILING PLAN � PAR11114N TYPE - FRAME, PAINT
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FOR DOOR TYPE AND I SINGLE RABBETED HM �., �
JAMB ANCHOR PER � � RE: DOOR TYPE SHEET FOR DOOR FRAME, � DOOP TYPE AND FINISH
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FINISH MANUF. o >. DOOR TYPE AND FINISH PAINT PTN WIDTH + 1"
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H . M . H E A D ELEVATOR DOOR FRAME � W 00 D H E A D �� TYPE AND FiNISH
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PAR11110N TYPE, SEE PLAN
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DATE: 12/20/2013
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2. DIMENSIONS FOR METAL CLAD WINDOWS AND DOORS ARE FRAME 1" CLEAR, LOW—E INSULATING GLASS,
DIMENSIONS TYPICAL. G� TEMPERED (WHERE REQUIRED BY CODE)
3. DIMENSIONS OF NON STANDARD UNITS ARE TO BE VERIFIED IN FIELD
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6. REFER TO EXTERIOR ELEVATIONS TO CONFIRM WHERE FOR WINDOW TYPES
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sTR srR 7. FOR IMPROVED STC PERFORMANCE AT SPECIFIC LOCATIONS OF NORTH,
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3003 Larimer Street
Denver, Colorado 80205
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T.O.SLAB Ql ADDENDUM 1 01/24/2014
Q3 ASI 001 FOR CONSTRUCTION
07/15/2014
00 PP QQ RR SS TT
CQOZ ARCHITECTURE
WINDOW TYPES - CLAD WOOD FRAMES
1 STRATA VAIL
SCALE: 3/8" = 1'-0"
100% CD'S
WINDLOAD REINFORCEMENT WINDOW TYPE NOTES SHEET TITLE:
1. DIMENSIONS FOR STOREFRONT AND CURTAIN WALL SYSTEMS ARE ROUGH GLAZING SCHEDULE PENTHOUSE
OPENING DIMENSIONS TYPICAL. WINDOW TYPES
2. DIMENSIONS FOR METAL CLAD WINDOWS AND DOORS ARE FRAME 1" CLEAR LOW—E INSULATING GLASS
DIMENSIONS TYPICAL. G� TEMPERED (WHERE REQUIRED BY CODE) CLAD WOOD FRAME
3. DIMENSIONS OF NON STANDARD UNITS ARE TO BE VERIFIED IN FIELD
PRIOR TO FABRICATION. 3/4" CLEAR, LOW-E INSULATING GLASS,
WINDLOAD REINFORCEMENT BY WINDOW 4. REFER TO ENLARGED PARTIAL ELEVATIONS AS.XX FOR ADDITIONAL DETAIL G2 �MPERED (WHERE REQUIRED BY CODE) SCALE:AS NOTED
Mrc M�c MANUFACTURER (TYPE OF REINFORCEMENT REFERENCES AT EXTERIOR DOORS
TO BE DETERMINED BY MANUFACTURER) 5. AT WINDOW TYPES WITH (*) REFER TO ELEVATIONS FOR OPERABLE �s" CLEAR, � HR RATED, TEMPERED SHEET NUMBER:
WINDOW LOCATIONS. G3 (WHERE REQUIRED BY CODE)
6. REFER TO EXTERIOR ELEVATIONS TO CONFIRM WHERE FOR WINDOW TYPES
WINDLOAD REINFORCEMENT NOT PROVIDED BY ARE MIRRORED OR NOT.
sTR SrR 7. FOR IMPROVED STC PERFORMANCE AT SPECIFIC LOCATIONS OF NORTH,
MANUFACTURER (RE STRUCTURAL SHEETS) EAST AND WEST ELEVATIONS SEE SPECIFICATION SECTION 08550. �
8. REFER TO SHEET A8.23 FOR ALL MULLED SECTION DETAILS
�/ 6' METAL STUD JAMB �__� � _�
� � , i 1 1/2" STONE WOOL INSULATION
6' METAL STUD JAMB AIR & MOISTURE BARRIER WRAPPED �
' , INTO WINDOW OPENING i �
i _, _ �--
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� MEMBRANE FLASHING i ' � � � - PILASTER (BATTERED AS � ,, i ; -- 2X WOOD TRIM R fl C H I 1 E C t U R E
i ' � � O C C U R S P E R E L E V A T I O N S)
i - � F-� li -� AIR & MOISTURE BARRIER
` , , � , , AIR�MOISTURE BARRIER i � � � �=� � � MEMBRANE FLASHING WRAPPED , � li _' OVER MEMBRANE FLASHING
� � �� �� � �� � 3003 Larimer Street
___ _ �I f 1 OVER AIR/MOISTURE BARRIER �i �
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r=- -- — �— � � � 1 1/2 S T O N E W O O L I N S U L A T I O N i - - A N D I N T O W I N D O W O P E N I N G
---- - - -- --- - - ' � � Denver, Colorado 80205
� �i � � ' � � - 6' METAL STUD JAMB � � � _� �•
�� ' ' ' ' MEMBRANE FLASHING UNDER i� � � -- --� -- � MEMBRANE FLASHING WRAPPED Phone 303,861.5704
i _, � STUCCO WALL ASSEMBLY Ii �-- -; --- ; - -- ' INTO WINDOW OPENING
� � � � � AIR�MOISTURE BARRIER AND ; I RE:1�A9.21 i �
�- - � - -� - - � - - � - - � - - � - �i � ,
II� STUCCO WAL 0 WINDOW OPENING i� - � � BATTERED STONE PILASTER BELOW r � � � 6 METAL STUD BOXHEADER
�� AS OCCURS PER ELEVATIONS STONE JAMB BEYOND
ASSEMBLY RE:1/A9.21 i � - -
� � BACKER ROD & SEALANT � - --- - BACKER ROD & SEALANT BEYOND BACKER ROD & SEALANT
BEYOND GLAZING CLIP GLAZING CLIP ¢ ¢
� INTERIOR GYP. BD. SHEATHING ¢ ¢
INTERIOR GYP. BD. SHEATHING INTERIOR GYP. BD. SHEATHING
CURTAIN WALL SYSTEM CURTAIN WALL SYSTEM C U RTA I N WA L L H EA D CURTAIN WALL SYSTEM
CURTAIN WALL HEAD CURTAIN WALL JAMB RETAIL
@ LOBBY @ RETAI L
4
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SCALE: 3° = 1'-0" SCALE: 3° = 1'-0°
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� � � �-/ �i�� - ' �, � STUCCO WALL ASSEMBLY CURTAIN WALL SYSTEM
� ��, �- � / � � ' RE:1/A9.21 BACKER ROD & SEALANT °`���
i �' �' i � 6 METAL STUD JAMB ( - '-- BEYOND GLAZING CLIP �� ���
�
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-- '--- AIR & MOISTURE BARRIER WRAPPED �, �
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� � EXTERIOR GLASS-MAT �i __� I
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i�- -.- -- ^ AIR & MOISTURE BARRIER WRAPPED ��_
i � � � � / i ' � _ - � AIR & MOISTURE BARRIER
il INTO WINDOW OPENING �� -� �il �-- � INTO WINDOW OPENING --- ,
�� i �, i OVER MEMBRANE FLASHING , �.� � � � �
� � � � � � � � � � � �� �� � ��� � �
___ � ' 6' METAL STUD BOXHEADER � � j - -I �.�� � �'�
� � i - __--_ - i EXTERIOR GLASS-MAT GYPSUM
� ��� ���� '� � �� �� � � � � � ' -- � AIR MOISTURE BARRIER � SHEATHING I , I �� �� �� � �����
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.
� __________� il OVER AIR/MOISTURE BARRIER i ,__. � ___,_ _ . ; _ � 1 1/2" STONE WOOL INSULATION , �� / � � 03.31.2014
, � BREAK METAL CAPS TO MATCH � EXTERIOR GLASS-MAT GYPSUM
� AND INTO WINDOW OPENING � � i I I
/ II I i J SCREED ADJACENT STORE FRONT . I SHEATHING 07.13.2014
, i _
------J STONE WALL ASSEMBLY RE:3/A9.21 ' - - - - -- � STONE VENEER WALL ASSEMBLY
-_ _ ,� DRIP SCREED TS. WIND BRACE RE STRUCT ��� RE: 3/A9.21
PREFINISHED METAL FLASHING , - �� � ��„
,� �, J-SHAPED CLOSURE
BACKER ROD & SEALANT BEYOND ¢ ¢ BACKER ROD & SEALANT ' � �i i �- -�- -�: � �� i i
BACKER ROD & SEALANT BEYOND � � GLAZING CLIP ; BEYOND GLAZING CLIP � I` - - '- -` ---- STONE T1E BACK
' ! CURTAIN WALL SYSTEM j I `
STUCCO JAMB BEYOND 1 1 2" STONE WOOL
I GLAZING CLIP I - -� . INSULATION
INTERIOR GYP. BD. SHEATHING � CURTAIN WALL SYSTEM C U RTA I N WA L L H O RZ. � I .
CURTAIN WALL JAMB CURTAIN WALL SYSTEM CURTAIN WALL HEAD MULLLION RETAIL ; _ _ ' J
�.`� , � I . �
@ LO B BY @ R ETA I L 5 SCALE: 3n = ,�—on ; �
15 10 „ _ ► O
SCALE: 3° = 1'-0° SCALE: 3" = 1'-0° � ' � I
� I �
' ' II � �
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� ARIES _ _ i ; � 'I j _ _� ..�I.
CURTAIN WALL SYSTEM �-� -- -, BATTERED STONE PILASTER - � �
i : -`-- 6 METAL STUD WALL I I �
- - STONE WALL ASSEMBLY i----�- � � � '
- -------- HUNG STONE HEADER BOLTED TO TS.
BACKER ROD & SEALANT � �i'��� - � � � �' � �� �� � ' '� � �I� � �
� �� RE:3 A9.21 � � � ; , 1 1/2 STONE WOOL INSULATION I I o O
i , ' j
- � _i
METAL PAN FLASHING WITH � � ----� � � �
� �� ' ���� � � � � �� AIR & MOISTURE BARRIER WRAPPED � � �
i � � i� i. � � ------------------ . . ;� � . _ � � � TS. HEADER RE STRUCT.
BACK & SIDE DAMS AND � � � �� -- --�- ----- - - ,, '� I � �
HEMMED EDGE i - ' � �� INTO WINDOW OPENING ��� � � �
� � � �
_ _'_ � EXTERIOR GLASS MAT SHEATHING i __ � TONGUE AND GROOVE � � I
� � � i ' �� I � WOOD CEILING � � ��, � - � � � � � AIR & MOISTURE BARRIER OVER
� � ' ' � � �� � �� MEMBRANE FLASHING AND MTL ( >
8" STONE SILL CAP � +- AIR/MOISTURE BARRIER i : RE: SEE RCP i � v
- � � � � �� � ' G
� ¢ ¢ � MEMBRANE FLASHING DAM �I �- I � I STUCCO WALL ASSEMBLY RE:1/A9.21 ' ! � ` I FLASHIN
_ S \ . ` I
; � i ' LINE OF BATTERED i _ � �
�-- _ � LOPED „ � i � 1 ' EXTERIOR GYP. BD. SHEATHING � � � �
I I � �
II -- STONE PILASTER BELOW �
6 METAL STUD WALL i �
� il � EXTERIOR GLASS-MAT 6YPSUM i� __ _�_ � 1 1/2" STONE WOOL INSULATION � AIR/MOISTURE BARRIER � �
i N I� -- � GALV MTL FLASHING W HEMMED DRIP �
i � SHEATHING � � I � � i , AIR & MOISTURE BARRIER WRAPPED � � �� � �� � EDGE �
/ MEMBRANE FLASHING INTO I - � > i i- OVER MEMBRANE FLASHING OVER � \�
- -; _________ I METAL WEEP SCREED /
� i ii L WINDOW OPENING OVER , rr-- -
i - � _ , 1 1/2" STONE WOOL INSULATION � 1 1/2" STONE WOOL INSULATION � i ; ; 1 1/2" STONE WOOL INSULATION
� � � INTERIOR GYP. BD. SHEATHING i , AIR/MOISTURE BARRIER OVER MEMBRANE i , - -- � INTERIOR GYP. BD. SHEATHING
� METAL CLAD WINDOW --- -'- - � FLASHING LAYERS ' � �LL STONE WALL ASSEMBLY RE:3/A9.21
� �� � • � � � EXTERIOR GYP. BD. SHEATHING � � �
�i - � � SHIM AS REQUIRED, INCLUDE SEALANT � --�._ _. ' i _�_ � STUCCO WALL ASSEMBLY RE:1/A9.21 �/�� i ' ' ___ GAL STONE TIE BACK
�i 6 METAL STUD BOX HEADER � � i i - � 6 METAL STUD BOX HEADER i � � _ �_I ANCHORED TO METAL STUD
�� - � �'
� � MEMBRANE FLASHING OVER METAL FLASHING o � BEAD AND SPRAY INSULATION i _,. . I 2"x CONTx 16 GA. GALV. FLAT STRAP '_------= iI ' � , AIR/MOISTURE BARRIER I i � ..
� �i Z � BACKER ROD & SEALANT � ATTACHED TO STUD i i i i � 1/2"AIR GAP �/ I� '__ � � TUBE STEEL COLUMN IN WALL AS REQ'D
I� � AIR/MOISTURE BARRIER WRAPPED OVER � � � � � � i ; � � FOR HEADER SUPPORT RE: STRUCT
I� , MEMBRANE FLASHING AND METAL 3 5/8" METAL STUDS i � MEMBRANE FLASHING STRIP OVER METAL FLASHING i ' TUBE STEEL COLUMN IN WALL AS REQD FOR ,^___ _,�
i '" AIR MOISTURE BARRIER OVER MEMBRANE
� � � � _' � HEADER SUPPORT RE: STRUCT �� > > i , FLASHING
- FLASHING `=-- � -�- � AIR MOISTURE BARRIER WRAPPED OVER i i i i �
� i � AIR/MOISTURE BARRIER UNDER �-`� � � � � � � i I � I , � � � �
� i " " � � I MEMBRANE FLASHING AND METAL FLASHING ` _� i ' 6 METAL STUD BOX HEADER i i i i � I
I I , 5/4 x 3 1/2 CEMENT BD. SLAT RAIN i I MEMBRANE FLASHING I i l l J � I 6' METAL STUD BOX HEADER
SCREEN RE:5/A9.21 � i I 2X4 FRT WOOD SURROUND ,--=" � � SECOND LAYER MEMBRANE FLASHING , WOOD TRIM � � � � R fl C H I 1 E C t U R E
� � � � , I � ' � � �` ' I ' 8" HIGH STONE HEADER
, � I li' 1 1/2" STONE WOOL INSULATION ;--� i � '�� i --- WRAPPED OVER WINDOW NAILING FLANGE Ii ', I �y 2 x 4 FRT WINDOW SURROUNDS ( 1 i � � ����.
I � - 2 4 G A P R E F I N I S H E D M E T A L F L A S H I N G W D R I P i I W O O D T R I M � n `,��=____ � 2 X 8 F R T W O O D N A I L E R A T H E A D
� z i I . --� � '_� i � Ii I - -; . 3/8 F R T P L Y W O O D ' i
���� � EDGE � i u � �� � CEMENT BD. SIDING I . 1 , ----„ MEMBRANE FLASHING WRAPPED OVER 3003 Larimer Street
��� FIRST LAYER MEMBRANE FLASHING ,� : i I �T� 6" STONE SILL � � i ' EXTRUDED ALUMINUM STUCCO MOLD W/ SLOPE �� � i ; ,��, LOOSE LINTEL, ATTACH TO FLASHING
�i'-- W R A P P E D O V E R N E S T E D C H A N N E L S '�, � -----�' M E M B R A N E F L A S H I N G O V E R M E T A L ` � ;. I CEMENT BD. SIDING SPACER i _,_ _ � T O D R A I N �� G A L V L O O S E L I N T E L R E: S T R U C T U R A L D e n v e r, C o l o r a d o 8 0 2 0 5
3 7/8" I� i __ I FLASHING WITH WEEPS, CREATE END DAM 3 7/8" �� �i FIRST LAYER MEMBRANE FLASHING \ CORNER REINFORCEMENT I � � W/ HIGH PERFORMANCE PRIMER/PAINT AT
�� � SECOND LAYER MEMBRANE FLASHING , i � WRAPPED OVER NESTED CHANNELS � ' I , I i
I i �� - -� � � i EXPOSED AREAS, SEE SPEC Phone 303,861.5704
�� i F WRAPPED OVER WINDOW NAILING - �__ - - - 24 GA SS METAL FLASHING WITH DRIP �� li � SLOP CONT. 10 GA. GALV. STEEL TRIM SUPPORT ANGLE ��$ ��i � RIGID INSULATION SPACER � � i
PC FLANGE , ' EDGE II � 24 GA PREFINISHED METAL FLASHING W DRIP ED � � -f � z i WOOD TRIM PER INTERIORS
M � —♦ 2 x 4 FRT WINDOW SURROUNDS ,;,,� i � � - � � � � � ________ _ M M RAN F A HIN WRAPP
� ��� _ E B E L S G ED
� � AIR/MOISTURE BARRIER � — _ 5/4x5 CEMENT BD. TRIM ANCHORED TO WALL � ) , - - �� FIRST LAYER MEMBRANE FLASHING WRAPPED ) �. __ - OVER WINDOW NAILING FLANGE
� - —— — _ — 3�8,� FRT PLYWOOD �_� i --�-- "' _ -_- WITH METAL STRAP "' � �� 1—�-
�t�`�' ' ���� � � � _i__ STONE VENEER WALL ASSEMBLY RE:3-� � � � � � OVER NESTED CHANNELS � — —
- i � . - - -- I�, � 2 x 4 FRT WINDOW SURROUNDS � y� - - -��n I, SECOND LAYER MEMBRANE FLASHING WRAPPED � �
5/4x7 CEMENT BD. TRIM ANCHORED TO WALL � 6 METAL STUD JAMB PROVIDE ROPE WEEPS
� �j BACKER ROD & SEALANT i ------ � � EXTERIOR GYP. BD. SHEATHING ` 3�8° FRT PLYWOOD � � �� � OVER WINDOW NAILING FLANGE SS FLASHING WITH DRIP EDGE
� SHIM AS REQUIRED INCLUDE SEALANT BEAD � /� BACKER ROD & SEALANT BACKER ROD & SEALANT SEALANT BELOW SS FLASHING
o / � � i -,-- INTERIOR GYP. BD. SHEATHING 3 SHIM AS REQUIRED, INCLUDE SEALANT BEAD BACKER ROD & SEALANT
Z AND SPRAY INSULATION � � 1 1/2" STONE WOOL INSULATION SHIM AS REQUIRED, INCLUDE SEALANT BEAD AND o AND SPRAY INSULATION
� SPRAY INSULATION z METAL CLAD WINDOW
CLAD WINDOW HEAD CLAD WINDOW SILL CLAD WINDOW HEAD � CLAD WINDOW HEAD CLAD WINDOW HEAD
@ CEMENT BD. SLATS @ STONE @ CEMENT BD. SIDING @ STUCCO @ STONE
1 � SCALE: 3" = 1'-0" � � SCALE: 3° = 1'-0° � O SCALE: 3° = 1'-0" � SCALE: 3° = 1'-0° � SCALE: 3" = 1'-0"
1 1/2" STONE WOOL INSULATION � AIR/MOISTURE BARRIER WRAPPED INTO
i � i 1 1/2" STONE WOOL INSULATION �� i �� � AIR/MOISTURE BARRIER OVER MEMBRANE � i -�-
i� I � � � � � TUBE STEEL COLUMN & SILL PLATE IN WALL i , FLASHING LAYERS / i ' WINDOW OPENING
, . . . .
- r-------------- INTERIOR GYP. BD. SHEATHING � � �I �
, � : T - - ---------- � � AS REQ D FOR HEADER SUPPORT RE: STRUCT �- ---------- i !_ � ' STUCCO WALL ASSEMBLY RE:1/A9.21 i I:
, i �. � � n � i � � ----- ----- -� ��� � � � INTERIOR GYP. BD. SHEATHING
1 1/2 STONE WOOL INSULAl10N � i � � � � AIR/MOISTURE BARRIER � � I: .
i 6' METAL STUD JAMB �, i � i i i _ _�_ _ AIR/MOISTURE BARRIER WRAPPED INTO i i � ,
i � ; � � EXTERIOR GYP. BD. SHEATHING i �-` �-�i i WINDOW OPENING i�'/ �J i�i i ______________� EXTERIOR GYP. BD. SHEATHING
i AIR/MOISTURE BARRIER WRAPPED INTO �, �\�� �`� i � 1/2"AIR GAP r il -- �y��
� WINDOW OPENING ' i � AIR/MOISTURE BARRIER OVER i�� �J i ' � INSULATED 6' METAL STUD WALL � � � TUBE STEEL COLUMN & SILL PLATE IN WALL AS � i � � STONE WALL ASSEMBLY RE:3/A9.21 � � � `�
' i � � � � i i � i i i � � � �� i� � � � �(
� � i , -- MEMBRANE FLASHING i ,--_-, i - i i i � � r-� i _ i I „ � �
i WOOD TRIM , � ------------ — >-,-- i CEMENT BD. SIDING RE:4/A9.21 �� -- f- REQ D FOR HEADER SUPPORT RE: STRUCT � ( � � � 1 1/2 STONE WOOL ��
� � 6' METAL STUD BOX HEADER �---- =-� i ��_____ � i , � ,��z� , il �
i 24 GA. GALV METAL CLOSURE : ' � T � ( � � � i � ( � I 6 METAL STUD BOX HEADER i � ; INSULATION ������ �
, � i SECOND LAYER MEMBRANE FLASHING i i i i� H � �
� , � ' � � � � � � � i � . � � _ _�� � � TUBE STEEL COLUMN & SILL PLATE § � ��������,� � �
r „ „ � i WOOD TRIM PER INTERIORS � � � � i � WRAPPED OVER WINDOW NAILING FLANGE � � � � WOOD TRIM � � �_____ �
� 5/4 x 3 1/2 CEMENT BD. SLAT RAIN i � � � -� � � �I- -;- I � ��
i MEMBRANE FLASHING WRAPPED �I ' ' �� ( � IN WALL AS REQ'D FOR HEADER ������ �
� ' � ' ii ii ' i � ii ii
SCREEN RE:5 A9.21 , � i , i � FIRST LAYER MEMBRANE FLASHING i i i 2 x 4 FRT WINDOW SURROUNDS , � � , ' i ; � �
� i � � � � , I � � �i � � � � i l SUPPORT RE: STRUCT 2�� ��
I � i ___ OVER WINDOW NAILING FLANGE i i i i i , i i i i � x n ' i i � i� � �
� FIRST LAYER MEMBRANE FLASHING ; i � ------ - - WRAPPED OVER NESTED CHANNELS � � 3 8 FRT PLYWOOD i � ! - I
I ( l�___ __J I I ' - 2 x 4 FRT WINDOW SURROUNDS � ( ��______- � � ' I y � i i � i i MEMBRANE FLASHING WRAPPED OVER �
_
� � -- - WRAPPED OVER NESTED CHANNELS ; i ` - ' � ` ' NGE /�,��
� � i � _
� � i / ,i ti i � �i � ,,,, i i , i i il ; WINDOW FL � �
�i� T SECOND LAYER MEMBRANE FLASHING ; ' - - HUNG STONE HEADER BOLTED �;-= ± „ ,,,-� I ;_ . EXTRUDED ALUMINUM STUCCO MOLD � � � ��' � i� - - WOOD TRIM A h���� �� f�Yr"'�
I
i � �� � i � 3/8 F R T P L Y W O O D � �� � `--------� i i � -
W R A P P E D O V E R W I N D O W N A I L I N G � T O S T E E L T U B E R E: S T R U C T i �i��� i i i �r � CORNER REINFORCEMENT i -� � i , �L I
8 il ' FLANGE ' ��__, „ , , ' - -� I � � STONE SILL BELOW
I� � � 3 7 g" � � 1/8 NEOP. STRIP OVER Z FURRING $ i � . � RIGID INSULATION SPACER i � i
_ " 2X4 FRT WOOD SURROUND � � i i 03.31.2014
� ----- � � --� � � � —
I _,_. __� 3/8 4FRTTPL�YWOOD SURROUNDS I��' � , CAVITY STOP � i I BACKER ROD & SEALANT � ---- --- -- � � � i 2X4 FRT WOOD SURROUND
� I , FIRST LAYER MEMBRANE FLASHING WRAPPED 07.15.2014
, � I � I
� � � ' / � � � � ��� � � � -� � CONT. 10 GA. GALV. STEEL TRIM SUPPORT � - - �� � OVER NESTED CHANNELS ��� �, i �� �
� � / =n -- -- ��, BACKER ROD & SEALANT "� �� '"� �- - � �� �_�=____ � 6' METAL STUD JAMB
� BACKER ROD & SEALANT - - , � �' � � - ANGLE � � � SECOND LAYER MEMBRANE FLASHING WRAPPED � � � � �
� ' �M �� �� � � � � SHIM AS REQUIRED, INCLUDE � � � 5�4x6 CEMENT BD. TRIM ANCHORED TO WALL � s� - - -�;r,n� I� � OVER WINDOW NAILING FLANGE ------- � � U I
� 5/4x7 CEMENT BD. TRIM ANCHORED TO WALL ' l . DEEP JAMB STONE PIECE
o � ���� �, �',, ' SEALANT BEAD AND SPRAY o BACKER ROD & SEALANT o BACKER ROD & SEALANT
� SHIM AS REQUIRED, INCLUDE SEALANT BEAD ' % INSULATION � WOOD TRIM � BACKER ROD & SEALANT
SHIM AS REQUIRED, INCLUDE SEALANT BEAD
o AND SPRAY INSULATION METAL CLAD WINDOW o SHIM AS REQUIRED, INCLUDE SEALANT BEAD o AND SPRAY INSULATION � METAL CLAD WINDOW
Z METAL CLAD WINDOW Z AND SPARY INSULATION Z
� CLAD WINDOW JAMB CLAD WINDOW HEAD � CLAD WINDOW JAMB � CLAD WINDOW JAMB CLAD WINDOW JAMB J
@ CEMENT BD . SLATS @ STONE @ CEMENT BD. SIDING @ STUCCO @ STONE —
17 14 11 6 2 0
SCALE: 3" = 1'-0" SCALE: 3° = 1'-0° SCALE: 3° = 1'-0° SCALE: 3° = 1'-0° SCALE: 3" = 1'-0" Q
o SHIM AS REQUIRED, INCLUDE SEALANT BEAD WOOD TRIM �
� AND SPRAY INSULATION - � STUCCO TRIM BEYOND
� WOOD TRIM PER INTERIORS o L n METAL CLAD WINDOW
o BACKER ROD & SEALANT AND SPRAY INSULATION o
Z \_ � METAL CLAD WINDOW � BACKER ROD & SEALANT � 3/8 FRT PLYWOOD �
�' 24 GA PREFINISHED METAL FLASHING 3 � „ 2 x 4 FRT WINDOW SURROUNDS SHIM AS REQUIRED, INCLUDE SEALANT BEAD O
� ' OPE SHIM AS REQUIRED, INCLUDE °0 24 GA PREFINISHED METAL FLASHING W/DRIP o � � AND SPRAY INSULATION
� �� —� 5�4x7 CEMENT BD. TRIM ANCHORED TO WALL z o BACKER ROD & SEALANT _��- /- � �� T %!�; �/
SEALANT BEAD AND SPRAY � -�S OPE z � _ _ _ BACKER ROD & SEALANT J
�. ' SECOND LAYER MEMBRANE FLASHING WRAPPED INSULATION ` N �`� —� 5/4x5 CEMENT BD. TRIM ANCHORED TO WALL � � 24 GA PREFINISHED METAL FLASHING TO MATC � ---- -�'`�-"�'` i
M ��- -= OVER WINDOW NAILING FLANGE AND SUPPORT BACKER ROD & SEALANT � v�� ` � �W i �I 2X4 FRT WOOD SURROUND � O
i ANGEL CREATE END DAM �� � -� SECOND LAYER MEMBRANE FLASHING z �' � - - CORNER REINFORCEMENT i �
p �i -- -- ' _ � 4" SANDSTONE CAP SET IN `�`' i _1_ WRAPPED OVER WINDOW NAILING FLANGE AND „ \ ' __ '� SECOND LAYER MEMBRANE FLASHING i U
� 3 ��8 � BACKER ROD & SEALANT �j, �.. MORTAR BED SLOPED TO DRAIN � � �� � � � -��, ��— i � � MEMBRANE FLASHING UNDER WINDOW
� SUPPORT ANGLE, CREATE END DAM � �, � Y W R A P P E D O V E R W I N D O W N A I L I N G A N D W I N D O W F L A N G E, C R E A T E E N D D A M
�i ; � CONT. 16 GA. GALV. STEEL TRIM SUPPORT ANGLE � __ ��' � 3 "' _ � � �
,� T.O. STONE SILL �-�`8� N ; SEALANT 3 ��8n �� � FLANGE, CREATE END DAM � n ..
� � � � � �,y;�
� Ii ; 2 x 4 FRT WINDOW SURROUNDS \ 1 1 5-8 -?- i ��> F I R S T L A Y E R M E M B R A N E F L A S H I N G W R A P P E D � �1 i � �LL 8 HIGH ST NE SILL
0 J
� I � CONT. 16 GA. GALV. STEEL TRIM SUPPORT ANGLE � I� �� i i � WOOD TRIM �
� 3/8" F R T P L Y W O O D � � I GALVANIZED METAL PAN ' _;_ _ - - �J OVER NESTED CHANNELS � � � � i � ---�' T U B E S T E E L C O L U M N I N W A L L A S R EQ'D �
�.,,_ i � ; _ ___ FLASHING WITH SOLDERED \ h � 2 x 4 FRT WINDOW SURROUNDS � ilI , RIGID INSULATION SPACER i i i i � ,- � FOR HEADER SUPPORT RE: STRUCT �
� � ii i
' �' JOINTS i + � i � x EXTRUDED ALUMINUM STUCCO MOLD i i ; i i � I �
I FWRAPPED OVERENESTED CHANNE S � I --- S.S. SPLIT TAIL ANCHOR � i _,_ d'
, � I ,_ , �
� i_ � il ------� 2 M W N►EEPS �`-----%I i ..I
, ,� i 3/8 FRT PLYWOOD ; „ / i -
� 6 METAL STUD SILL �� I � ' FIRST LAYER MEMBRANE FLASHING �II '_ I � ; , MEMBRANE FLASHING OVER METAL
i � � , 2X4 FRT WOOD SURROUND i ; i - -� / i , I ,
AIR/MOISTURE BARRIER UNDER � WRAPPED OVER NESTED CHANNELS _ il ; AIR/MOISTURE BARRIER & MEMBRANE . i , � _ ���, , FLASHING WITH WEEPS ��
� � � L=____ � � • � � � __, i '__ _ FLASHING (APPLY PRIMER TO PAPER UNDER i ' 1/2" ST
MEMBRANE FLASHING LAYERS ' ' i _ 6 METAL STUD SILL � � \ � i ; 1 ONE WOOL INSULATION
i ' n i MEMBRANE FLASHING)
�� (2) LAYERS OF BITUTHANE � 1 1/2 x CONTx 20 GA. GALV. FLAT STRAP i �_ _� � i �- -
, i � -- _ � 1 1/2" STONE WOOL INSULATION � � �- AIR/MOISTURE BARRIER UNDER i i AIR/MOISTURE BARRIER UNDER
� � � WRAP UP � i � ATTACHED TO STUDS � ' �
� \\ MEMBRANE FLASHING, ' � � i I / � MEMBRANE FLASHING
i - � WALL UNDER MTL FLASHING i - 1 1/2 STONE WOOL INSULAl10N ; MEMBRANE FLASHING LAYERS i ;
i �--- ; , EXTERIOR GYP. BD. SHEATHING i ; � AIR/MOISTURE BARRIER UNDER MEMBRANE i �_ TUCCO WALL ASSEMBLY RE:1/A9.21 i � -_ �. STONE WALL ASSEMBLY
' � � 5/4" x 3 1/2" CEMENT BD. SLAT RAIN WITH 6" STUDS SLOPED TO � FLASHING i SHIM AS REQUIRED, INCLUDE SEALANT BEAD -- E' '
R •3/A9 21
i �_ _ , � � I i _ _� �--�- n 6' METAL STUD JAMB
i � SCREEN RE:5/A9.21 DRAIN i - CEMENT BD. SIDING RE:4/A9.21 i I, AND SPRAY INSULATION + �
� i ,- INSULATED 6' METAL STUD WALL i � EXTERIOR GYP. BD. SHEATHING \ � ' � 1/2" AIR GAP i -- EXTERIOR GYP. BD. SHEATHING
' INTERIOR GYP. BD. SHEATHING i INTERIOR GYP. BD. SHEATHING 1 1/2" STONE WOOL INSULATION � � �- - INTERIOR GYP. BD. SHEATHING
CLAD WINDOW SILL CLAD WINDOW SILL CLAD V�INDOW SILL CLAD WINDOW SILL CLAD WINDOW SILL
@ CEMENT BD. SLATS @ STONE @ CEMENT BD. SIDING @ STUCCO @ STONE
1 � SCALE: 3" = 1'-0" � � SCALE: 3° = 1'-0" � � SCALE: 3° = 1'-0° � SCALE: 3" = 1'-0" � SCALE: 3" = 1'-0"
INTERIOR FINISHES RE: INTERIOR � �� MTL CLAD WINDOW - � - -T- 1 1/2" STONE WOOL INSULATION
� SHEETS � � � �I�'_ ��_ � �
______________-___ INTERIOR FINISHES RE: INTERIOR BACKER ROD & SEALANT TUCCO JAMB TRIM BEYOND i '-- ;, FACE STONE
, i JAMB FRAMING RE: STRUCT. SHEETS •
� � SHIM AS REQUIRED, INCLUDE SEALANT BEAD � CORNER REINFORCEMENT i ___ �� GALV STONE TIE BACK ANCHORED TO
i � � � JAMB COLUMN BASE PLATE RE: STRUCT. � � � JAMB FRAMING RE: STRUCT. AND SPRAY INSULATION : i � -. - -- �
METAL STUD
� I
� � °o PREFINISHED 24 GA. METAL SILL FLASHING i ---�
i i � i INSULATED 6' METAL STUD WALL INSULATED 6' METAL STUD WALL WOOD TRIM \ li I : . AIR/MOISTURE BARRIER OVER MEMBRANE
W/ INSIDE UPTURN LEG AND END DAMS FLASHING OVER METAL LEDGE
i � i � �� i SHIM AS REQUIRED AND INSULATE CAVITY ,� 1 �8 � SHIM AS REQUIRED AND INSULATE CAVITY FIRST LAYER MEMBRANE FLASHING WRAPPED �f � / � � i �� � � � �
' i � i � OVER NESTED CHANNELS � � � � � W� FULLY SOLDERED JOINTS � i � �.� � � 8" HIGH STONE HEADER ATTACHED WITH
i � � � r � AIR�MOISTURE BARRIER � � I AIR�MOISTURE BARRIER � � �� � �� � s�oaE � , � �i � '�- � �
� - - -- STRAPPED ANCHOR TO TUBE STL.
� ' � n d. � � STUCCO WALL ASSEMBLY RE:1/A9.21 i ' I
i � ' " � ; METAL CLAD WINDOW SET IN A CONTINUOUS � ' � METAL CLAD WINDOW SET IN A CONTINUOUS 3/8 FRT PLYWOOD �� � i TUBE STEEL HEAD FRAME RE: STRUCT
— . _..._.....
� ! � � ''� ' AIR MOISTURE BARRIER & MEMBRANE ' i ; MEMBRANE FLASHING OVER FLASHING
� i � � -- BEAD OF SEALANT AT HEAD AND JAMB � > �/ BEAD OF SEALANT AT HEAD AND JAMB 2 x 4 FRT WINDOW SURROUNDS '- � � � � � FL SHING APPLY PRIMER TO PAPER UNDER � i � �--�-����I�� �
� � � � ATTACHMENT FINS � � � � ATTACHMENT FINS - �- --. � �� �
i i �� i ,
� � �� ' ' � 1 1�2" STONE WOOL INSULATION 3 ��8� -� � � ��� MEMBRANE FLASHING) i ;_ �����.; � � LIQUID MEMBRANE SEALER � JOINT TRANSITI
i � � � _ � 2x4 FRT WOOD BLOCKING � V � � �� 2x4 FRT WOOD BLOCKING � � ` :---- I . �� i , � � � � � OF STL ANGLE & EXT SHEATHING
� � = SECOND LAYER MEMBRANE FLASHING � �
�- --- � `' MEMBRANE FLASHING WRAPPED OVER WINDOW - - '/' MEMBRANE FLASHING WRAPPED OVER WINDOW AIR/MOISTURE BARRIER WRAPPED I I WRAPPED OVER WINDOW NAILING ( -�- _ ___ S.S. BENT PLATE AND SPLIT TAIL
L _ INTO WINDOW OPENING z - � i� CONNECTOIN � EACH JOINT. FASTEN PLATE
x � r � N A I L I N G F L A N G E z � � N A I L I N G F L A N G E � FLANGE, CREATE END DAM � � T
� � � ����- - � � � �� � _ � � � � �� � THROUGH STEEL ANGLE W SDST SCREWS
I - 6 METAL STUDS n � 1/2 AIR GAP i_ �T
i �:. � BACKER ROD AND SEALANT � — BACKER ROD AND SEALANT y � 6 i I I e i -t- /
GALVANIZED STL ANGLE RE: STRU CT
� � � I EXTRUDED ALUMINUM STUCCO MOLD 5/8" EXTERIOR GYP. BD. SHEATHING i � i � PROVIDE HIGH PERFORMANCE PRIMER AND
STUCCO WALL ASSEMBLY RE:1/A9.21 EXTRUDED ALUMINUM FRAME EXTENSION n i _ � .
�- - � � iI CONTINUOUS CASING BEAD W/ WEEPS s , ; i � I __ ___ PAINT AT EXPOSED AREAS
AIR/MOISTURE BARRIER = �._- _ � --- TRAFFIC COATING DETAIL AND BASE LAYER �, � ; ------___- ROPE WEEPS
� 1 1�2" STONE WOOL INSULAl10N PARAPET CAP FINISH SEE SPECIFICATIONS � � �''��., � � — -
„. SS FLASHING WITH HEMMED DRIP EDGE
- STUCCO WALL BELOW 1" CONT. RIGID INSULATION STRIP � ti �� SEALANT UNDER SS FLASHING
� � V 6" NESTED METAL STUD & CHANNEL HEAD
ELASTOMERIC TRAFFIC COATING, PRIMER,
� 1" CONT. FILLET BEAD OF SEALANT ° � � � BASE COLOR TOP COAT-CONTINUE UP FILLED WITH 1 1/2" STONE WOOL INSULATION
X X �
�� � � � � ° BEHIND STUCCO 6" MIN.
MEMBRANE FLASHING OVER NESTED
CLAD WINDOW JAMB CLAD WINDOW JAMB CLAD WINDOW SILL CLAD WINDOW HEADS�'°S PROJ. No. ,�004.00
WI DE FRAM E ABOVE PARAPET STUCCO CONC. PATIO CON D. STON E DRAWN: HK
� � CHECKED: HK
21 SCALE: 3" = 1'-0" � � SCALE: 3" = 1�-0" � SCALE: 3° = 1'-0" � SCALE: 3" = 1'-0" ,
CADD FILE.
INTERIOR FINISHES RE: INTERIOR - STUCCO JAMB TRIM BEYOND DATE: 12/20/2013
, �—��—� , �-- �—� SHEETS MTL CLAD WINDOW PREFINISHED 24 GA. METAL SILL FLASHING REVISIONS:
---�+---�-- -� -� i � JAMB FRAMING RE: STRUCT. BACKER ROD & SEALANT � W� INSIDE UPTURN LEG AND END DAMS
I r-' SHIM AS REQUIRED, INCLUDE SEALANT BEAD Q1 ADDENDUM 1 01/24/2014
i i % r , i i JAMB COLUMN BASE PLATE RE: STRUCT. o � W/ FULLY SOLDERED JOINTS
� i � , i AND SPRAY INSULATION o �
� � � � „ � � � , �� SECOND LAYER MEMBRANE FLASHING Q3 ASI 001 FOR CONSTRUCTION
i i � _^ � � �$ ^ i i INSULATED 6 METAL STUD WALL WOOD TRIM � WRAPPED OVER WINDOW NAILING
i i \�vJ / ! ���J i � SHIM AS REQUIRED AND INSULATE CAVITY FIRST LAYER MEMBRANE FLASHING WRAPPED � � 1� �-�� FLANGE, CREATE END DAM 07/15/2014
� i i \� � � i i i AIR/MOISTURE BARRIER OVER NESTED CHANNELS \ - - -- � � CORNER REINFORCEMENT
� i i 1 i i � METAL CLAD WINDOW SET IN A CONIINUOUS „ "' L- - _ = 1/2" AIR GAP
���� t�� � � - --- ----- , ----- �- -� � BEAD OF SEALANT AT HEAD AND JAMB 3�8 FRT PLYWOOD � ' � � � � ._ i � � AIR MOISTURE BARRIER & MEMBRANE C�OZ ARCHITECTURE
���� � � � � � ATTACHMENT FINS 2 x 4 FRT WINDOW SURROUNDS � � � � �
, �� 3 7�g" �� � � � ��� �� � FLASHING (APPLY PRIMER TO BARRIER
�\ %/, 2x4 FRT WOOD BLOCKING 1 1�2" STONE WOOL INSULATION � � -; � �� �� UNDER MEMBRANE FLASHING)
�� �'�' � � �� � MEMBRANE FLASHING WRAPPED OVER WINDOW AIR�MOISTURE BARRIER WRAPPED z �, � ; � ��� ���� STUCCO WALL ASSEMBLY RE:1�A9.21 STRATA VAI L
--_
� I r — �n NAILING FLANGE INTO WINDOW OPENING � -j ' � i CONTINUOUS CASING BEAD W/ WEEPS 1 00% CD�S
i ' I -I�_ ��� I BACKER ROD AND SEALANT 6" METAL STUDS `D --'"�� I
� � � I �� � PREFINISHED MTL FLASHING
I� ' I EXTRUDED ALUMINUM STUCCO MOLD n �� , I SHEET TITLE:
� � ; _ 5/8 EXTERIOR GYP. BD. SHEATHING = , � - ; CONCRETE PAVERS IN SAND BED
STUCCO FINISH SYSTEM OVER - I � I CLAD WINDOW DETAILS
� II � � � � GALV. METAL LATH � �x�-^- � � � - , � UNCURRED NEOPRENE � TRANSITION
�
AIR/MOISTURE BARRIER UNDER STUCCO FINISH SEE SPECIFICATIONS � _L ' �
i � ° � n
1 1/2" STONE WOOL INSULAl10N 1° CONT. RIGID INSULATION STRIP � X I ._�_ .._ �. ° �� �
LINE OF PARAPET CAP ABOVE ° � � � �
X � � � ° � �L�_ � � � SCALE:AS NOTED
CLAD WINDOW JAMB CLAD WINDOW SILL - - sHEET NuMBER:
� PARAPET � STUCCO PAVER PATIO COND . °RA�"A�E MAT
PROTECTION LAYER
2O SCALE: 3" = 1'-0" � SCALE: 3° = 1'-0'� HOT FLUID APPLIED 215 MIL REINFORED
WATERPROOF MEMBRANE ■
1 1/2" STONE WOOL INSULATION 1 1/2" STONE WOOL INSULATION
I � I INTERIOR GYP. BD. SHEATHING
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i � iii 1 1/2" STONE WOOL INSULATION AIR MOISTURE BOARD OVER 5 8"
� PREFINISHED BREAK METAL ; � AIR MOISTURE BARRIER \ / /
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�/�: � ; // //� �� )� ; . : � REVISIONS:
�� )- ; Q ' \\ \\ \ LEVEL ONE J i1� .� -: PREFINISHED 22 GA MTL CLOSURE L
;; i- i , �/�/�� FINISHED FLOOR � � � � � ; � Q1 ADDENDUM 1 01/24/2014
l ; � �/ �/\ ,,, ; , _,_
i � \\ \\ \ �.�� I ; , , , Q3 ASI 001 FOR CONSTRUCTION
Q i ' \/\/\/ i :;'; : 07/15/2014
Q i // //\ ; ! ` ,.i BACKER ROD & SEALANT
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�4 / / / // // // //� GYP BD FINISH I � % JAMB OPENING & EXTEND BACK ON WALL ,
4ll � , � \ \� \� \� \� \ » SHEET TITLE.
� \/\/\/\/\/ / 12 BEYOND MATERIAL TRANSITION
I � / // / // //� BACKER ROD & SEALANT
, ; �� � �� $ �� �� � EXTERIOR
I '�� A9 �3\/\/\� METAL CLAD DOOR RE: DOOR TYPE P LAN D ETA I LS
n / / �/ �/\ n
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l � \�\�\�\�\/ WOOD TRIM SCALE: As Noted
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5
STEM WALL DOOR JAMB @ COLUMN
SCALE: 1 1/2° = 1'-0° LVL 1, BLDG A � SCALE: 1 1/2" = 1'-0" LVL 5, BLDG B
■
1 1/2" STONE WOOL INSULATION 1 1/2" STONE WOOL INSULATION
�— —� g�,2 STONE VENEER WALI ASSEMBLY
STUCCO WALL ASSEMBLY RE: 1/A9.21
� � (2) LAYERS HIGH TEMPERATURE RE: 3/A9.21 � , i I
A8.25 B6 MEMBRANE FLASHING, WRAP UP X '. i�-- l i � � AIR/MOISTURE BARRIER LAP X � `�i i� AIR/MOISTURE BARRIER LAP
WALL INTO WINDOW OPENING AND i i DOWN OVER MTL FLASHING ' �I DOWN OVER MTL FLASHING
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, � i � i I PREFINISHED MTL FLASH►NG
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- -__ _ GALV MTL FLASHING CLOSURE i ��i� PREFINISHED MTL FIASHING W� DRIP EDGE � i � i BARRIER 3003 Larimer Street
� - -=�� UNCURRED NEOPRENE � TRANSITION ,� I i � � BASE COAT ELASTOMERIC COATING ,� � i ���I
\ �; � � ` � i `' EXTEND UP WALL 18" MIN � � ` � i N T O P C O A T E L A S T O M E R I C C O A T I N G Denver, Colorado 80205
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( � �� � � -� � Phone 303,861.5704
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RE: STRUCT.
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METALDECK �� 6 16 GA. MTLSTUDFRAMING _ ________________ _ _______________ ___________________________ _ ________________ - __-____________ __________-_-_-___-________
STEEL BEAM, RE: STRUCT. �� �� � W� BATT INSULATION � � �� �p
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W/ADHESIVE EXTERIOR STONE WALL EXTERIOR STUCCO WALL
03.31.2014
STONE CAP @ BALCONY PAVERS @ BALCONY MEMBRANE @ BALCONY MEMBRANE o�.15.2014
9 SCALE: 3" = 1'-0" � SCALE: 3" = 1'-0" � SCALE: 3" = 1'-0"
INTERIOR GYP. B0. SHEATH�NG
— 6' METAL STUD WALL
EXTERIOR GYP. BD. SHEATHING
A�R/MO�STURE BARRIER - EXTEND 1 1/2° STONE WOOL INSULATION
CONIINUOUS OVER METAL FLASHING �
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AIR/MOISTURE BARRIER UNDER STUCCO
� � METAL LATH X _ � � i STUCCO WALL ASSEMBI.Y RE: 1/A9.21 �
\'/ � �� 6" 16 GA. MTL STUD FRAMING i I, . I; i \ I�
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, I� VAPOR PERMEABLE AIR BARRIER � � � � CASING BEAD W/ WEEPS
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; � ' � ' �' � SEALANT JOINT � _2 ��I
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ASPHALT IMPREGNATED � BEAM & UNDERSIDE OF
CONTINUOUS VAPER � C METAL DECK
BARRIER, ADHERE EDGES
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/
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W/ADHESIVE W/ADHESIVE
NOT USED �� BALCONY MEMBRANE � BALCONY PAVERS � BALCONY PAVERS
10
7 n , ., 5 � , n 2 � , n
SCALE: 3" = 1'-0" SCALE: 3 = 1 -0 SCALE: 3 = 1 -0 SCALE: 3 = 1 -0
AIR/MOISTURE BARRIER-WRAP DN , , i i 6" BATTERED METAL STUD � i � i 1 1/2° STONE WOOL INSULATION , , j � ' � 1 1/2" STONE WOOL INSULATION
X ' � � WAIL OVER MTL FLASHING X i�, i � �� BEYOND i X i X . �i �
� 1 � � � , � � I� FLUSH REVEAL Z�NC METAL WALL PANEL ,�_i �i
� i 5 8 EXTERIOR GYP BD SHEATHING ; ; � STONE VENEER WALL ASSEMBLY �i � � I � � i � i STONE VENEER WALL ASSEMBLY
� / I - � I I RE: 2 A9.21 ' I'
� � i 6" 16 GA. MTL STUD FRAMING � i� � �� � ��i.. �� � RE: 3�A9.21 �� i / I I
i � AIR/MOISTURE BARRIER LAP DOWN ' i i RE: 3/A9.21
� ��� � � �� �� � � ��� � �� OVER MTL FLASNING �� i � �i �. � AIR MOISTURE BARRIER LAP
W/ BATT INSULATION � � ' � . . AIR/MOISTURE BARRIER LAP -�� i /
I� I �� ,� i � � �i / DOWN OVER MTL FLASHING ,"i I , I� CONTINUOUS 22 GA. GALV. METAL CLEAT I ' i . �i DOWN OVER MTL FLASHING
I , . �� ZINC METAL WALL PANEL � � i �� ' I I � ' I�
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'Z' GIRT. RE: 1/A9.21 ' — ——— — ——— — ——— — ——— RAIN SCREEN ASSEMBLY: � �- - ��
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STUDS. RE: 3/A9.21 � � � � ' � VERTICAL METAL 'Z' GIRT
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� 2"x CONTx 16 GA GALV METAL 'Z' GIRT �
� BARRIER � �� ; .i FLUSH REVEAL ZINC PANEL Q1 ADDENDUM 1 01/24/2014
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\ i i i i. FACE STONE SET 1N FULL �� i i ;� I� MAX JOINTS AND MECHANICAL ANCHOR TO \� i ��� SLOPE �
� ���� T.O. FLR SLAB METAL STUDS ��� ��� �� �� T�.O. FLR SLAB � �
� � ����:��i i� i ��� MOTAR BED , � � � LEVEL 2 � " � ° ��� / �/ / IEVEL 2
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�� ���� c� cn d �� �i AIR MOISTURE BARRIER LAP OVER MEMBRANE � ___-________ � U
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� ' � ' ' ANCHOR TO METAL STUDS ' '� �
- - - - - - -
� � ��i � � � ��� �� � SLOPE � � �� �� � �� SLOFE�� �o � LAP OVER MET MORTAR�NET � � --���� � �� � � �
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�� � i i � ` \,� / G o o �� � � � , � --�,_-8„-�-- �-- � -- a- COMPOSITE METAI. DECK, WEEP HOLES i. I --G�- - �---�--D-�--°--- -�-°-----�.
� � � � . i � i � AIR MOISTURE BARRIER LAP �______________ ___�________ � �--�- - --- RE: STRUCT.
� � � ����� ,i i � i i ��� � � OVER MEMBRANE OVER 5�8" � ��� � � ° ��o --�-�° ° � o � �-- � � � GALV STEEL ANGLE CONNECTED �� 1: � � o � � � ��, ° � �
� � I COMPOSITE METAL DECK,
EXTERIOR GYP. BD. SHEAl1NG GALVANIZED 16 GA. CLIP ANGLE TO STUD, RE: STRUCT. W/ CONT. � iI: RE: STRUCT. �
OVER 6" MTL STUD SEALANT BEAD BETWEEN ANGLE �� 'I
-- -- - � SPRAY FIRE PROOF STEEL BEAM & STONE HEADER � � ��� DEEP LEG TRACK �
— — — & UNOERSIDE OF METAL DECK \ � � \�"
� PREFINISHED METAL ��� ���
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SPRAY FIRE PROOF STEEL STEEL BEAM, RE: STRUCT. FLASHING W/ DRIP EDGE � ,_, _ �J ��
BEAM & UNDERSIDE OF SET IN SEALANT BED -- SPRAY FIRE PROOF STEEL
METAL DECK 2x6 T&G SOFFIT OVER AIR & i `
BEAM & UNDERSIDE OF
„
B ATT E R � A R C A D E B A L C O N Y + + MOISTURE BARRIER OVER 2 1/2 BATTERED STUD i �_ `/ ,
+ + 16 GA. MTL STUD FRAMING METAL DECK
_ ____ __ _________ _ -_ -_________ __ ___ - = DOVE TAIL ANCHOR � i STEEL BEAM, RE: STRUCT.
7 r - -- - - -- - - - �,
SCALE: 1 1/2" = 1'-0" �, 8.0. SOFFIT FINISH HSS, RE: STRUCT. {
� 110-0 '` � :
'� � FACE STONE � �
HSS, RE: STRUCT. �� � 'i � � , I � :
MTL ANGLE W/ WELDED END
i ° i i o � CAP, RE: STRUCT. i
- i i FACE STONE
�
S.S. DOWEI W/ EPDXY S.S. DOWEL W/ EPDXY �
1'-11 3/8„
A11
�, B.O. SOFFIT B.O. SOFFIT
109—0 109—0 �
i �.i E` � ����� � ���� ��'
, , � , �, � SOFFIT STONE SOFF�T STONE �����:�� '`�
i i � . . _:.. �� ��i
; �� i•� \`� STONE VENEER SET IN MORTAR WITH 3�8° � �� �
� � � i� ��� � MAX JOINTS AND MECHANICAL ANCHOR TO
i I ���; ��A � METAL STUDS � , ,A��� ��� I
� .� r � 3,_�„ 1 —2 � ���,��� I �.�� -
i i � '��`�� t
i �' � � 1 1/2" STONE WOOL INSULA110N BOARD — ' i,�
i ��i 1 1�2 STONE WOOL INSULATION BOARD � ` ���
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, � � AIR/MOISTURE BARRIER OVER 5/8°
� �� i \ STONE VENEER SET IN MORTAR WITH
EXTERIOR GYP 8D SHEATHING,
i 1'-2" 1'-10" •i i \\ ' 3/8" MAX JOINTS AND MECHAN►CAL OVER 6" MTL STUD FRAMING
. �
i.
; ,, , �� ANCHOR TO METAL STUDS STONE SOFFIT � ARCADE STONE S4FFIT @ ARCADE
,
A R 1 . M ' i �'i i' �� �� SCALE: 1 1�2" = 1'-0" SCALE: 1 1�2" = 1'-0"
6 TTE ED 6 6 GA R M NG � i � r � 5/8 EXTERIOR GYP BD SHEATHING
` - � � � ; ,' '' OVER 6 16 GA. MTL STUD FRAMING "
2x6 T&G OFFIT OVER AIR & � � � � �' �� AIR�MOISTURE BARRIER OVER 5�8 �
i + i i � \ �— — ----. Al2 �— — — — — —� EXTERIOR GYP BD SHEA1NING, A13
MOISTURE ARRIER OVER 5/8" � � � i ,, �, \ A�R/MOISTURE BARRIER LAP OVER 6" MTL STUD FRAMING
EXTERIOR GLAS MAT BOARD OVER � '� � � � � t OVER MEMBRANE � � �.
, : ' � � � � . i � � � 1 1/2 STONE WOOL INSULATION BOARD
6" 16 GA. MTL�STUD FRAMING � � ���� ' � � ; i ��� ��� PEEL & STICK MEMBRANE FLASHING 2 SIM. � i� , _�� ��� 8 SIM.
� :. � : , � LAP OVER METAL FLASHING A9.20 ,�. � �, � A9.20 MORTAR NET
SEALA T W� BACKER ROD � � i���� i i ���� � � MORTAR NET � r � I � � I � � �
� �� � i��. i i ���i �� � =` i���. � � � � �'i :���: � � \ `�► I
ASSEMBL SIM. TO OPPOS(TE. �� ' ' ' WEEP HOLES � .. 1n , „ , „ � „ � \ PREFINISHED THRU WAL \ {'
� .�� � A i 1 -1 1 -1 1�2 ,� � LAP WATERPROOF M�MBRANE �� � ��:�
HAND CONDI110N �� �� � i �� �� � PREFINISHED METAL FLASHING W� � �� � i ' ��`�� � � ` � ���� i� �
� �� � i + I �� � _ DRIP EDGE SET IN SEALANT BED � ���-� n II i � � UP WALL 24 MIN. ��� j� ���
T.O. FlR SLAB PROVIDE WEEPS �
� � � — � � GALV STEEL ANGLE CONNECTED TO STUD, i � , , i '�� � a- � � � � � p o , � / �/i LEVEL 3 � ��� PRO�. NO. 17004.00
� ,..r.. . .. � .. D . � D � � � ��.
+ , � , ' � � � � I �� � � � � 'I � � 2 3�8" CONCRETE UNIT PAVERS ON' 2" SANO �� . � ���
� RE: SIRUCT. W� CONT. SEALANT BEAD / � � / '��� � r�n ° � � � � ° ,I �
� BETWEEN ANGI.E & STONE HEADER o �— � � D , � o BED WITH SNOW MELT OVER 1/2" DRA�NAGE MAT, ' ; ' I ' DRAWN: HK
STEEL ANGLE C NNECTED TO STUD, �_ � _�' -- � e;- z ' � ° �'' L__ i _ � � � \' i� � LOCKER
- o — OVER 1/4 RADIANT BARRIER, OVER 4 TOPPING __ _ � � : „ .
STRUCT. W/ C NT. SEALANT BEAD DOVE TAIL ANCHOR � �' J o �b p � � ° ° SLA6, OVER 1/2° ORAINAGE MAT, OVER 1/4" � � �� 8 ROOM CHECKED: plTt
BETWEEN ANGL & STONE HEADER � � � ° �� � — ` �
� FACE STONE \ o � n — �� —� o PROTEC110N BD & WATERPROOF MEMBRANE �� �,' �'
� J �_—_�_�___�_�__�___-R___�___U —_4__—D�___ _D__-.�—_—D_____S. �—�-_—_—____--^_ RE: LANDSCAPE � � � : ,�� ': CADD FILE: .dwg
� . .. , � HSS, RE: STRUCT.
D p � o COMPOSITE METAL DECK, ' SLOPE �
� �� , � � � o � , �� � � � D � � � � , � � I I' ��� ':
3 � � - i RE: STRUCT. � i i�:�
DATE: 12/20/2013
° � � � S.S. DOWEL W EPDXY ' �� % /�/% / ��� � ���
;, � �� � � ��� ,,�, ,�;,,,, �,�,��,,� � � ,�; REVISIONS:
N
� GALVANIZED 16 GA. CLIP ANGLE i � ,
` //� � // /���/i� . . . \ '.� �
, �� � � SOFFIT STONE SPRAY FIRE PROOF STEEL BEAM p� � � �� �
� �� � ' & UNDERSIDE OF METAL DECK ' — _ = i i� o Q1 ADDENDUM 1 01/24/2014
.� � V � � � , . �
`� � i i.. c � n D I ' ; f✓ 1,_3n ,- �,_2„ Q3 ASI 001 FOR CONSTRUCTION
� i ! B.O. SOFFIT FINISH STEEL BEAM, RE: STRUCT. � I '
� � ' ; ; � �
� i i / 113-6 + + + 8.0. SOFFIT FINISH D J!
I +
� , � � � � � � 0 100-0 � � � 014
' --- LEVEL 1 7 15 2
-- --- --- --------
0 1 -8 1/2 � � 1� 11" -= -=-------=-=--=--=-=—=---- ---------- '
� � 121 -7 1 4 0
� ; � � / �, B.O. SOFF�T FINSIH � 3/8" CEMENIITIOUS SOFFIT BD D � �
< � � � i2� -o ��` �� ovER 2 i/2" Mn sn�� w�m �� D R OOZ ARCHITECTURE
= ' ' � MTL ANGLE, E: STRUCT o
� ; ; � 2x6 T&G SOFFIT OVER AIR � I 5/8" X 3-1/2" BATTENS RE: I � i
� � � /' SOFFIT STONE , & MOISTURE BARRIER HSS, RE: TRUCT. � `i SLOPED CONC. FLAT CON�
� � � OVER 3 5/8" 16 GA. MTL � � � FACEFSRONOCAl10NS D CK DECK
� � . uCT STUD FRAMING "i � � � � � � D
MTL ANGLE W� WELDED END CAP, ��� � I� STRATA VAIL
� V
� ; ; ; i i i RE: STRUCT. 1 OO� CD�S
�. � � o
; ; I I S.S. DOWEL W/ EPDXY °
� ; ; j �- I SHEET TITLE:
$ � � T.O. FLR SLAB �
�N �— � , B.O. SOFFIT �
�� � � LEVEL 2 SLOPED CONCRETE
� , , i zo-3 DECK, RE: s�ucr. � EXTE R IOR D ETAI LS
� i i � SOFFIT STONE 0 ` �
�� � � I � � I � 4'-3" CONCRETE BEAM, RE: �
�.-. I � I �
�� STRUCT.
�^'
� D �
� SCALE: As Noted
o�
SHEET NUMBER:
STONE SOFFIT � ARCADE STONE SOFFIT @ ARCADE ARCADE STONE @ PAVERS
8 SCALE: 1 1/2" = 1'-0" � SCAIE: 1 1/2" = 1'-0" � SCALE: 1 1/2" = 1'-0"
■
ELASTOMERIC SPRAY STONE SETIN FULL MORTAR OVER
F►RE PROOFING OVER AIR/MOISTURE BARRIER LAP OVER
Al2.1 MINERAL WOOL Al2 MEMBRANE OVER 5/8" EXTERIOR GYP
SLOPE BD SHEATHING
�, T.O. PARAPET CAP OVER 6° 16 GA. MTL STUD FRAMING i '�'�
r --- --� +3-6 ABOVE
, � � �� �� MORTAR SET OVER ���. � �� � � �
i � ;
� �i;� ,i .�, CONC. SLAB BEAM ,•� i ��\ � � � ��, �
24 GA. PREFINISHED ��� i�� ,� ������ �'��� � � � � PEEL & STICK MEMBRANE FLASHING � � ����
MTL CAP FLASHING W/ l',- �;; �:i� CONT. 22 GA. CLEAT I COMPOSITE METAL �� i :\�� LAP OVER METAL FLASHING I AIR/MOISTURE BARRIER
HEMNED EDGE ' � ' D E C K, R E: S T R U C T. ' t �, � I ' � ; STRIP-IN PEEL & R fl C N I T E C 1 U fl E
I'" -�'� HIGH TEMPERATURE ICE & �, i� �� WEEP HOLES � � �
CONTINUOUS CASING BEAD �i' ;';� .: WATER SHIELD, LAP DN 1'-0" 4" 1'-0" ; f:: � ' , STICK MEMBRANE
' �r PREFINISHED METAL FLASHING W � ' ' FLASHING lAP OVER
STUCCO FINISH , i; -,i SIDES 12 MIN. OVER AIR / _ : IF \\� DRIP EDGE SET IN SEALANT BEO LINE OF FLASHING BEHIND STONE �i ,', MTL FLASHING 3003 Larimer Street
� i . MOISTURE BARRIER � �� � ���� � I , ,
AIR MOISTURE � - �. � r : � p T.0 FLR SLAB T.0 FLR SLAB � '� � '
� IF
� �' '� ' o o • � � ' � 1"X 3 1/2" Denver, Colorado 80205
BARRIER-WRAP DOWN WALL � : � � �� HTNO LEVEL 3 �- -------------- -� LEVEL 3 � � ,
° ° � � i � � CEMENTITOUS BOARD
OVER MTL FLASHING � '� '' �� �� � � � � � � � ° � � � �� � � � � ��\,\ � 20 GA. COPPER CAP FLASHING WITH HEMMED � ^ � �� i�� 'i,'
�� i�. � i ' � �� ° � � � � � i ' � ,_ � i S OPE 1 2 i 20 GA. COPPER CAP FLASHING � i I i � � HORIZONTAL SIDING (9� Phone 303,861.5704
5�8" EXTERIOR GYP BD SHEATHING �' �;� �'; � �� � � �� � � o � ° � , � .� � — � DRIP EDGE SET IN FULL BED OF SEALANT � WITH HEMMED DRIP EDGE SET IN � ��; ,�; 4" O.C. (1�2° GAP)
6" 16 GA. MTL STUD FRAMING �� -'� ' �--- � , , , , , ,, , , , , , � � ------- FULL BED OF SEALANT i � ' ',� . G
� -- -------- -� " � �� � ,I� � OVER 7�8" GALV MTL
�� ��. � ��� 1 � ���� ���� ; � � ; ' �� � , i � , ',' HAT CHANNEL FURRIN
i' -'i . i i CEMENTITIOUS BD OVER 1 1/2" Z CLIPS SLOPE FRAMING 1/2 i � ,
'� ' �--- � ` ��l
,: ��� ' _ � _ _______ � , , PREF�N�SHED 24 GA
- STEEL BEAM W/ SPRAY FIRE -- --
-- - ,.... i �i � �
� MTL J CLOSURE L
` r--- � PROOFING RE: STRUCT. �
- � � ' z 3�8" CEMENTITIOUS BD � � I i � ',' WITH WEEPS
"' � � i , STEEL ANGLE, RE: STRUCT. � � � �� i �i ���
° 2-4 � � � STEEL BEAM W/ SPRAY FiRE � � ,', PREFiNISHED 24 GA
� � � � � BEAM STIFFNER, RE: STRUCT. PROOFING, RE: STRUCT. � �� ' ,' MTL FLASHING W/
' � i � BEAM STIFFNER, RE: STRUCT. CLIP ANLGE & Z CLIP FRAMING � '—' 'J � HEMMED DRIP EDGE,
� SET IN 2 LINES
M ETA L P A R A P ET CA P --�- � � FACE SANDSTONE BEYOND i \�� CONTINUOUS SEALANT
, , , , , , . , , , , ,
i �� �� MIN.
SCALE: 1 1/2" = 1'-0" METAL DOWEL W/ EPDXY , „ SANOSTONE JOINT BEYOND , : .. \ �\ �
1 -0 �
BATT INSULATION z HSS, RE: STRUCT. � \� \ d-
� � � � � � � � �� � � � � FACE STONE W/ EXPANSION BOLTS � � � � � � ; ����\�
EQUAL SPACING OVER FULL LENGTN 3/8" CEMENTITOUS BD OVER AIR r�
�� I� �
OF RAIL W/ 5'-0" MAX. PER SEGMENT & MOISTURE BARRIER OVER 5 8" �, B.O. SOFFIT B.O. SOFFIT � � � \ � ��2 STONE CAP W/ DRIP
9-0 � � � � �� REVEAL; RAKE MORTAR
" EXTERIOR GYP BD SHEATHING ��2" 121 -0 � �5 �q. BACK SUFFICIENT TO
1 1�2 4� MAX. PIPE, I �
TYP. - GRIND SMOOTH OVER 2 1/2" 16 GA. MTL STUD
ALL WELDS WITH 5/8" X 3-1/2" SOFFIT STONE i
� � , � � � ACCEPT CONTINUOUS
CEMENIITOUS BATTENS, RE: RCP HSS, RE: STRUCT. � � �� ��,�V �� SEALANT AT CAP
� � � C
FOR LOCATIONS � � �_� � � � � JOINTS ��„�� �p �
� � SEALANT W� BACKER ROD 2�_�� 1�2� �� �� � � \���� �� I�pg��q���,�
AIR/MOISTURE BARRIER �J
� �� � �LE.�AIVl3 t7
� ° � � \ EXTEND UP PAST CAP `� ���N��� �,
� � a � � � � �� � STONE 2'-0" MIN LAP � �����,� �
� � '��� � \�\v '�,y
° � M � BEAM PENETRATION � BEAM PENETRATION � �� ; � ��� � �� �`��a � .�
N � � �'
� � STONE SOFFIT STONE SOFFIT / ELEVATION ; ���� SHEAININGRIOR GYP BD
� � 6 � . � 4 n _ , „ ; � � � �� 03.3,.zo,4
SCALE: 1 1/2 = 1 -0 SCAIE: 1 1/2 - 1 -0 , STONE VENEER SET IN MORTAR 07.15.2014
� ; �� � � WITH 3�8" MAX JOINTS AND
T.O.S. LEVEL 1 � \ � MECHANICAL ANCHOR TO
� a `' a � a �q a� � � � 101 -0 � i �� �� � METAL STUDS
� �' 6" SLEEVED EMBEDMENT i �
a
° a �� W/ SOLID GROUT Al2.1 Al2
i ., . � \\ AIR/MOISTURE BARRIER
� a � � a � � � a � � PEEL & ST1CK MEMBRANE FLASHING, , , �
' OVER 5/8" EXTERiOR
WRAP DN UNDER FASCIA OVER MTL i � \\ GYP. BD. SHEATHING
LOA D I N G D O C K FLASHING & DN OVER WATERPROOF � ON 6 MTL STUD
MEMBRANE � PAVER SIDE i . � `� � FRAMING �
GUARDRAIL �
1 O PREFINISHEO METAL FLASHING W/ SCREEN WALL @ BALCONY WALL O
SCALE: 3/4" = 1'-0" TYP. PAVER ASSEMBLY � HEMMED DRIP EDGE SET IN MASTIC
BALCONY 10" -4" BED I _ SCALE: 3° = 1'-0" Q
COMPOSITE METAL DECK W/ BENT ---- �- �
METAL CLOSURE, RE: STRUCT. � � � � � SIOPE , „
— ---
�, T.0 FLR SLAB T.0 FLR SLAE � �' AIR/MOISTURE BARRIER �
� � � �� a � � LEVEL 2 LEVEL 2 �� i ��;
° ° � - � � 2"x 12" FASCIA NOTCHED TO F�T � O
�O �� OVER BEAM, STA�NED �� I �� �� � � , � STIC�K MEMBRANE
' _ _ _ _ _'_ _ '' �' 20 GA. COPPER CAP i �% � FLASHING LAP OVER
— �� � PREFINISHED METAL FLASHING W/ FLASHING WITH HEMMEO „ LINE SLAB EDGE � � ' MTL FLASHING �
�� I I DRIP EDGE SET IN MASTIC BED DRIP EDGE SET IN FULL SL PE 1 2 ____ 2x12 FASCIA BD. �I ' �
� O
� � � D D L T,� BED OF SEALANT _ __ .. . --- ' � 1"X 3 1/2"
G - - � - - - � - � - � � � ' NOTCHED FASCIA �; ',�
�— _ T CEMENTITOUS BOARD U
_ _ _ SLOPE FRAMING 1/2" ______ __ _ , " � _ __ ___ ____ ______1 SEALANT I; �,' HORIZONTAL SIDING �
' i r-`-,-�,� ,
�� � � 20 GA. COPPER CAP FLASHING � ___ . 3x12 HT. FASCIA ��� � �; ,��" 4" O.C. (1�2" GAP) ^
) �/� c� � i i i ---- ' � OVER 7 8" GALV. MTL �
' �� � I WITH HEMMED DRIP EDGE SET IN � � � � �
� �, ° � i� � FULL BED OF SEALANT �, �, i�� '�, � HAT CHANNEL FURRING
� � �� i 3�8" CEMENTITIOUS BD _ � ;I i 'i! ,' �
� ; i i i CEMENIITIOUS BD OVER 1 1�2" Z CLIPS i I i %' PREFINISHED 24 GA �
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' A RCP FOR LOCATIONS SEALANT RE: RCP FOR LOCATIONS
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6/A9.40 SIM OVER 3-5/8" FURRING WITH 5/8° X ��
3-1/2" CEMENIITIOUS BATTENS, RE:
RCP FOR LOCATIONS PROJ. NO. 17004.00
TYPICAL ROOF 8 : 12 EAVE AT GABLE TYPICAL ROOF 6 : 12 EAVE AT GABLE TYPICAL ROOF 6 : 12 EAVE DRAWN: HK
�ro�: aL n,��a.L�t.asniN� CHECKED:
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8 SCALE: 1 1/2" = 1'-0° � SCALE: 1 1/2" = 1'-0° � SCALE: 1 1/2" = 1'-0° ,
STONE WALL VANEER CADD FILE.
PREFINISHED MTL FLASHING KERF CUT INTO
,. �+�p������� ���'�G " / STONE 4" SANDSTONE CAP SET IN MORTAR BED DATE: 12/20/2013
'�' ����$�`�'��'���L`��'�17r � i�� W�SS DOWEL INTO CONC. DECK
!�' �, G�UU�.iu� c��r�7 � �i�% BEAM BEND � REVISIONS:
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1'�+ � SEAMS AND TO METAL SURFACE
,' �`. ��� ZINC STANDING SEAM ROOF 2 FOLDING TEE ZINC METAL SHAPE CLOSURE SECTION �1 ADDENDUM 1 01�24�2014
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� 1 . � ,u��ip ����.��� �j i CLIP, 20 O.C. MAX CONT SEALANT AT NOTCHED FLASHING AND �� (2) FOLDING TEE CLIP, 20" O.C. MAX. Q3 ASI 001 FOR CONSTRUCTION
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'ti 0�:��R 3QTi C��n Ft�aS�s��C� F1ELC �j 3/8" CEMENTITIOUS SOFFIT BD ��
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+, 11NC7E�;�1`fM��1T} � /
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�� ��1P-:N 3CT7t;,41 �UPP�1� /,' � 3/8" CEMENTITIOUS SOFFIT BOARD 1x10° CEMENTITIOUS TRIM BOARD
' I�' c `' � `" �-�� j/'/ 1'_0" 2'-0" OVER 3-5/8" FURRING WITH 5/8" 3/8" CEMENTITIOUS SOFFIT SCALE: AS Noted
'�r�A._.hih�G 'yvET�' 'tivATE�PR��GF1�u� BOARD OVER 1-1
�"��E�'���ar ,/� � X 3-1 2" CEMENTI110US BATTENS, °
%/! � 3'-0„ n p / , p n 2� FuRRiNC SHEET NUMBER:
,;/! 5�8 X 3-1�2 CEMENTITIOUS BATTEN, RE: RCP FOR LOCATIONS 4-2 WITH 5�8 X 3-1�2
SNOW FENCE FLASHING 3 : 12 ROOF AT GAS METER RE: R�P F°R �°�A�°"S 3 : 12 ROOF / DECK AT SHED 3 : 12 EAVE AT SHED �EME"��°�s BAT,�"s, RE:
RCP FOR LOCAl10NS
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.
AIR MOISTURE ��:
ZINC STANDING SEAM DOUBLE LOCK METAL �� �'
�� � ROOF — FOLD SEAM OVER FLAT TO ROOF BARRIER LAPPED ;;. ' �� �
j % '�,���� � OVER STRIP IN �;�
� MEMBRANE FLASHING j� �
\ MASTIC BEAD ALONG EDGE OF TRANSITION OVER PIPE BOOT '' _
� ASPHALT SHINGLE ROOF ASSEMBLY, RE: 2/A9.40 �
� ;
3/4" 0 ROD — GALV, PTD I , � I CONT1NUOUS CLEAT SET IN BUm TAPE COPPER REE PLUMB �
' ir GRACE IWS STRIP IN 9" BAND % '
\ ii W/MASTIC AT TRANSITION TO WATERPROOF ZINC METAL EAVE PANEL FLASHING COVER
� �� UNDERLAYMENT ICE/WATER SHIELD AT TRANSITION TO � (MATCH ROOF FINISH) R fl C H I 1 E C t U R E
' ' w � ir EDGES AT WATERPROOF MEMBRANE � � ICE & WATER SHIELD � �s�����
� o � �� � � � PRE MANUF ;:-: �-
4x4 HSS - GALV, PTD � ii// \� � � � ROOF ICE MELT SYSTEM POLYETHYLENE PIPE ;; 3003 Larimer Street
o I ir � �`�� � � BOOT SLEEVE �:� �
00 � � � '` '� �� Denver, Colorado 80205
a ; 24 GA PREFINISHED ZINC METAL SNOW FENCE \'� . ii
� > ' ��� BRACKET FLASHING (SINGLE PIECE) SET IN MAS11C \ ` � ` �� ICE & WATER SHIELD �� �
%� LIQUIO MEMBRANE; ATTACH PER JVA SX1 \ �� CONT. SEALANT AT "` �
\\ , Phone 303,861.5704
FILL COVE W/ LIQUID ��� � OPENING THROUGH
�� �� � 1° VENTILATED NAIL BASE SCREWED TO DECK SHEATHING
ii MEMBRANE PERIMETER OF
ASPHALT ROOF SHINGLE; �" FENCE �� ` � 1°
ROOF ASSEMBLY, RE: 2/A9.40 �\ ,� � � � � 1" EPS VENTILATION STRIPS FINISH, RE: ELEV. �-�
� �� �� � ��
2 LAYERS ICE/WATER SHIELD " HIGH EAVE MODIFIED �� �
� � ��� � 1x4 CEMENTITIOUS BD INTERUPTED TYP. EXTERIOR WALL
WATERPROOF MEMBRANE (TYP.) � � � FLASHING J �`�, AT THE BASE OF EACH EPS VENT FRAMING '_
� __ � W BUM TAPE AND SEALANT �
EPDM STRIP � �'� " CLOSURE � �� � STRIP CAST IRON
'`• \ PLUMBING DRAIN ��� �- `:�
' � ir BASE PLATE AND ANGLES. � PREFINISHED 22 GA CONT. CLEAT LINE
���`�� � � � ��' RE: STRUCTURAL
•�.�� A � � r
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CONTINUOUS SEALANT �'�. � \���;, � � COR-A-VENT STRIP SOFFIT VENT
�` \ —� '�� ZINC STANDING METAL SEAM � � � _ / � SCALE: 1 1�2" = 1'-0"
� \ \\ �� , LOCK ROOF-FOLD SEAM OVER j r (2) HEAT TRACE CABLES, RE: ELECTRICAL
� \ \ ���; FLAT TO ROOF PANEL
EPDM PIPE PENETRATION FLASHING �`� \ � �
��-'�� � �\ �� 2 LINE SILICONE SEALANT
��'� � � � 7" SEMICIRCULAR COPPER GUTTER SOLDERED
�.�� � � � TO COPPER DOWNSPOUTS LOCK HEM
. �
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DECK, STAGGER JOINTS � �'�.�'�� � � X 12 CEMENTITIOUS TRIM BOARD FASTENED � � ��� �����
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, ,, - � � � — ^ MTL JOINT COVER, SET „ 03.31.2014
DRIP EDGE FLASHING ' 5/8° TYPE 'X' EXT GYP SHEATHING LAID IN SEALANT BED j/ � 07.13.2014
��
' LOOSE MAS11C SEALANT BED �
� � � i 2 X 10 FRT CONT BLOCKING � � �
EPDM TERMINATION BAR, SCREW INTO � �
DECK ANGLE � --� � PRIMED �3�" H CONT. STEEL EDGE PLATE CAP JOINT DEPICTED IN
� "A" / LOCK HEM
�� � ��� � 1-1�2° STEEL STUD AT BOTTOM OF STEEL
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` 3/8" CEMENTITIOUS SOFFIT BD �
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SNOW FENCE FLASHING TYPICAL EAVE FASCIA SNOW MELTBEYOND, RE: RCP FOR LOCATIONS FLASHING JOINT/LAP —
C� O
1-1/2" GALVANIZED STEEL DECK WITH 14 SCALE: 3" = 1'-0" � SCALE: 3" = 1'-0" � SCALE: 3" = 1'-0" Q
SPRAY FIRE PROOFING
EPDM OVER 5/8" EXTERIOR GYP. BD. �
SHEATHING ON MTL STUDS CONIINUOUS SEALANT BEAD �
3 4" � ROD — GALV, PTD STAINLESS STEEL CLAMPING 1/2" DENSDECK PRIME O
, � RING SHEATHING OVER POLY—ISO
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RE: STRUCT �� EPDM FLASHING i i OVER GALV. MTL DECK RE: J
A9.42 WELDED SPLICE i i STRUCTURAL � O
� � i i BONDING ADHESIVE
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1 3 „ , n �- •::y ���` � P R E F I N I S H E D M T L W I T H D R I P E D G E 3 n � n
SCALE: 3 = 1 -0 I , �� I ,.,;, SCALE: 3 = 1 -0
� � �� '•"� ;; � � (2) HEAT TRACE CABLES
EPDM OVER 5/8" EXTERIOR GYP. BD. � i � I •vh•:`. - STRAINER BASKET
SHEATHING ON MTL STUDS ' � � �'��', WATER DAM
nn„
EPDM PIPE FLASHING , O ^ CONTINUOU�SNBEAD OF STRAINER BASKET
7 SEMICIRCULAR COPPER GUTfER SOLDERED
� TO COPPER DOWNSPOUTS WATERSTOP COMPRESSION RING
3" � STEEL PIPE WELDED TO PLATE EPDM ROOF MEMBRANE EXTEND
AND HSS o SEMICIRCULAR GUTTER SUPPORT INTO COMPRESSION ASSEMBLY
� � � BONDING ADHESIVE
1x CEMENTITIOUS TRIM BOARD FASTENED
�� THROUGH STEEL PLATE W/ #10 SELF TAPPING 1/2" DENSDECK PRIME LAYER
SCREWS ON TAPERED POLY-ISO
NOTE: PROVIDE "EASY OVER" - INSULATION
o BUILDING FELT TAPE AT SEAMS AND EDGES »
i FOLDABLE RUNGS FOR ACCESS ---- -- -- 12
i i i� �' , iii�iiiiiiiii i iii�iii "
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� _ _._
i i i 1 2 i �� -- j ; - — � � '�i' �
ALIGN TOP RUNG WITH T.O. ROOF i i i 4x4x1/4 DECK CLOSURE ANGLE, RE: STRUCT -- i I - -- � !� i \ �
i ii
i i i i i n
BOLT THROUGH STL PLATE �� ! ' � 2
TO PARAPET CONSTRUCTION I I I '� 5/8" TYPE 'X' EXT GYP SHEATHING LAID �i ! �!
LOOSE lI � � `
, 3„ -
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ll � �
T.O. UPPER ROOF SLOTTED TRIM PLATE, RE: STRUCT 4° MIN � DRAIN JN MTL D K
1-1/2" STEEL STUD AT BOTTOM OF STEEL ii ii
BEAM " "
ii ii
3/8" CEMENTITIOUS SOFFIT BD i i i i
PLATE AT END OF BEAM, RE: STRUCT �� ��
12„ 5/8" x 3-1/2" CEMENTITIOUS BATTEN
BEYOND, RE: RCP FOR LOCATIONS OVERFLOW ROOF DRAIN „ PRIM RY ROOF DRAIN PROJ. NO. 17004.00
� 24 MIN.
R F TI E FF AT BLD A TYP I AL EAVE FA IA WITH T N W M ELT R. D. VERFL W DRAWN: c6
0 00 O G C SC OU S O & O O
�/2° x 2 i/2" STL BAR SIDE CHECKED: HK
RAILS SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0"
CADD FILE:
o PROVIDE 2x FRT BLOCKING IN WALL
36° X 12" FLASHING I�EPDM MEMBRANE TO ALLOW FOR SUFFICIENT FASTNER DATE: 12/20/2013
LAG BOLT TO BLOCKING PREMANUFACTURED ROOF RAIL EXTENSION � SEALANT ATTACHMENT REVISIONS:
GALV. 14 GA. STRAP HATCH/CURB ASSEMBLY W/ , FLASHING , , . ,. � BONDING ADHESIVE
COUNTER FLASH ,
3/8" BENT PLATE � 3'-0" OC. I 1 4" STL FIN INTEGRAL CURB & COUNTER OVER ROOF � � i : ; i 5/8" EXTERIOR GYP. BD SHEATHING Q1 ADDENDUM 1 01/24/2014
o WELD TO SIDE RAIL, ANCHOR TO o 12 FLASHING MEMBRANE i : . ,. i FASTENER & SEAM PLATE
WALL. ANCHORS — MIN. 1/2" � � 12 SCUPPER THROUGH � � , � Q3 ASI 001 FOR CONSTRUCTION
DIAM. X 4" � ° CONC PARAPET — RE: ; - � , 07/15/2014
0 o SMACNA FIGURE 1-26 � � �; � BONDING ADHESIVE
o LADDER, 2'-6" WIDE � XXX i ' c� EPDM SEAM STRIP
j o o I o � 12 % i ; � i
� o ��--�` '� , . ;. � EPDM JOINT WELD C OOZ ARCHITECTURE
� z I I � X � i ' ( i EPDM ROOF MEMBRANE
� — L4x4x1/4 BLOCKIN x �; c � � � � �
3/4" 0 KNURLED RUNG WELDED � � BETWEEN JOISTS � ; � ; � , , ; ; i ; i '. � ; 1/2 D E N S D E C K P R I M E
T O SI D E RAI L a � � , i . SHEATHING OVER
_i , , , , FULLY ADHERED EPDM � � "
� ALL STL COMPONENTS SHALL BE = v �CHIMNEY FLASHING
� , _' _ '_ _'�____;_ M�EMBRANE�ON 1/2" i ' ; ; INAP�E AEDONOLY—ISO STRATA VAIL
CLEARANCE a a �DENSDECK P�IME / ; �� ------
o HOT-DIP GALVANIZED. PAINT PER MFGR � o OVER RIGID i � � �.�� i i�i i,i i�i i'i i�i i,i i�i i;i i�� i i i�i i;i i�i i,i i�i 1 00% CD�S
i �
WELDS PER SPEC
� � o � STEEL ANGLE; RE: STRUCT � r o INSULATION j i `. SHEET TITLE:
s PREFAB MTL ROOF SYSTEM ON METAL DECK � � � a 26 GA MTL �; � ;.
o � CHIMNEY ,� a CONDUCTOR HEAD, RE: i ; . I
� Q „ STEEL LADDER 30" WIDE W 1" � STL. ° � SMACNA FIGURE 1-27A � �
� T.O. LOWER ROOF g° T04FIN� PLATE WELDED � ) � `�' ,, , , , , ,
RUNGS � 12" O.C. & 3�8" X 3" STL BAR �" i '� �
, . , . , .
' STOCK VERIICALS. WELD ALL JOINTS & GRIND ' � � ` ` ` ROOF DETAILS
"� �`� ' ` SMOOTH (PAINT) v v DOWNSPOUT i �
� � o 0
;� j � � 5/8" GYP BD ON 6" 18 GA. STUDS � 2'O.C. ` o / � ;
P�AN ; SCALE: As Noted
MTL FLU E/ MTL SUPPORT BRACKETS � ' ' � SHEET NUMBER:
� 3' O.C. BOLT TO WALL BLOCKING �
ROOF LADDER CHIMNEY DETAIL ROOF HATCH DETAIL SCUPPER W/ CONDUCTOR ROOF/WALL TRANS.
1 O SCALE: 3/4" = 1'—On 12 SCALE: 3/4° = 1'-0° � SCALE: 1" = 1'-0° � SCALE: 1 1/2" = 1'-0" � SCALE: 3" = 1'-0"
■
METAL CAP FLASHING
. —� 5/8" FRT PLY OVER CONT
_ — — TAPERED RIGID INSUL UNDER
, — — — � CAP FLASHING
- - � � � � I
_ - - - �
- � T �N RflCNITEC1UflE
�� PEEL & STICK MEMBRANE
�i 3003 Larimer Street
I; CONT METAL CLEAT
li — — — — — — — — — — — — — — Denver, Colorado 80205
i
i
i
i KNIFE PLATE THROUGH Phone 303,861.5704
i MULLION
i
i 3-1/2"x6" L FOR HEAD
i / TRACK ATTACHMENT
i '�� TRANSLUCENT KA�WALL
i PANEL
i
i
i CEMENT BOARD
i
i
; ��, EPDM ON EXT GYP
KALWALL H EAD SHEATHING
7
SCALE: 3" = 1'-0"
HSS COLUMN, RE: STRUCT
TRANSLUCENT KALWALL
PANEL TRANSLUCENT KAI.WALL
KALWALL MULLION, TRIMMED PANEL
FOR KNIFE PLATE
FLASHING ALL AROUNO KNIFE METAL PAN FLASHING BY
PLATE TO MATCH MULLION KALWALL
MEMBRANE FLASHING
WRAPPED INTO WINDOW l'�� �►C?C
� OPENING UNDER PAN "'��'" �
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� Q1 ADDENDUM 1 01/24/2014
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� Q3 ASI 001 FOR CONSTRUCTION
07/15/2014
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METAL DECK METAL DECK METAL DECK METAL DECK CONTROL JOINT DETAILS PARTITION TYPES - LEGEND
� �(
1. REFERENCE LEGEND (SEE FLOOR PLANS):
�
� � � � ,�; � � :- PARTITION TYPE - FIRST POSITION INDICATES
, SEALANT �I , GENERAL ARTITION TYPE, SECOND POSITION
MINERAL WOOL BATT INSUL 3" DEEP-LEG TRACK ' Z � INDICATES RELATIVE WIDTH OF PARTITION.
3 DEEP-LEG TRACK Z � - » � ` F PARTITION
� & ACOUSTICAL SEALANT ' ' � � 3 DEEP-LEG TRACK � ' ` ` LETTER INDICATES CONDITION AT HEAD 0
�r � � � _
LINE OF WALL SURFACE W.O. � � DRYWALL SCREW � � ��2n DOUBLE DIAMOND INDICATES ACOUSTICAL
BRIDGING � 3" DEEP-LEG TRACK � � ' � METAL FRAMING METAL CONTROL JOINT PARTITION - IDENTICAL TO DESIGNATED PARTITION p�C H I 1 E CT U fl E
BRIDGING — � METAL STUD ; � 36 TYPE EXCEPT WITH ACOUSTICAL BATT
METAL STUD - NOT ALLOW FOR METAL STUD - NOT ' (NOT ATTACHED TO CLG TRACK) � GYP BD INSULATION AND ACOUSTICAL SEALANT AT
ATTACHED TO CLG TRACK CAULK JOINT C� ATTACHED TO CLG TRACK ; ;
i LINE OF WALL SURFACE W.O. i � SUSPENDED CEILING PERIMETER AND PENETRATIONS. 3003 �arimer Street
GYP BD (NUMBER OF LAYERS GYP BD CEILING � � PARTITION - PARTITION REFERENCE SYMBOL IS
GYP BD, TYP EA SIDE � � .- -�� GYP BD i � i Denver, Colorado 80205
PER PARTITION TYPE) ; � SEE 11/A7.35 � GYP BD � ORIENTED TO DENOTED PARTITION ON SAME
-----------------------------� . ; `.. �--- ---------------- -----------------------------� . � r--- �--------------- -----------------------------� . . i ----------------------------- i -------- -----------------���----------------------- SIDE AS DELINEATED IN PARTITION DETAIL. Phone 303,861.5704
----J L- ---� , � , L----1- ----J .: ---- .. I
------------------------- -- ---------------- -------------------------- -------------- ------------------------- -------------------------
1
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'`: i SUSPENDED CEILING W.O. - '
SUSPENDED CEILING W.O. - SUSPENDED CEILING W.O. - �� ; SUSPENDED CEILING W.O. - � - PARTITION TYPES - GENERAL NOTES
RE: CLG PLAN RE: CLG PLAN ` ��' RE: CLG PLAN i RE: CLG PLAN i
` -' 1. REFER TO TITLE SHEET AND PROJECT MANUAL FOR GENERAL PROJECT
PARTITION HEAD TO STRUCTURE PARTITION HEAD TO STRUCTURE FURRING PARTITION HEAD FURRING PARTITION HEAD NOTES, SYMBOLS, AND ABBREVIATIONS.
-
--D --C --g -- . 2. PLANS FOR DESIGNATION OF PARTITION TYPES AND
� RATINGS.
-------------- ------ ----- - - -------------------- 3. ALL METAL STUD AND C.M.U. PARTITIONS ARE TO EXTEND TO
METAL STUDS
��2n UNDERSIDE OF STRUCTURE UNLESS NOTED OTHERWISE.
4. WHERE TWO DIFFERING PARTITION TYPES ABUT IN A LINE AND ALONG
METAL DECK ANY DIRECTION METAL DECK ANY DIRECTION CONCRETE METAL DECK GYP BD (NUMBER OF METAL CONTROL JOINT A CONTINUOUS LENGTH OF PARTITIONS, THE CONTINUOUS FINISHED
� ,� j� -- �, , � -- - -�� LAYERS PER PARTITION TYPE SURFACES OF THESE PARTITIONS SHALL ALIGN UNLESS NOTED
\/� ) � �' ' �
� ,_;� � )` ;� _ � �`�- -�� � BATT INSUL & SEALANT OTHERWISE.
» » x » » -- _ -- „ » i i i i , z 5. ALL METAL STUDS TO BE SPACED AT 24" O.C. UNLESS NOTED
NOM 2 x2 20GA STL ANGLE NOM 2 x2 20GA STL ANGLE , ' � NOM 2 x2 20GA STL ANGLE , �� SEALANT � � nNON-RATED PARTITION OTHERWISE.
PROVIDED W/ A NOM 2 IN WIDE , , PROVIDED W/ A NOM 2 IN WIDE � ;� �; � PROVIDED W� A NOM 2 IN ; ' _ �'W 6. INCREASED STUD GAGE OR SPACING MAY BE RE UIRED DUE TO
INTUMESCENT STRIP ON ONE LEG � � INTUMESCENT STRIP ON ONE LEG � � � � WIDE INTUMESCENT STRIP � � � Q
�� �� ON ONE LEG � � � 2" DEEP-LEG TRACK HEIGHT OF PARTITION. MAXIMUM ALLOWABLE DEFLECTION SHALL BE
MINERAL WOOL BATT INSUL = MINERAL WOOL BATT INSUL , ' s i i � �. L/240. L/360 REQUIRED AT MOISTURE- RESISTSANT GYP BD, TILE
& FIRESTOPPING SPRAY � & FIRESTOPPING SPRAY � � � � � -----------------------------� �
�ACOUSTICAL SEALANT ACOUSTICAL SEALANT ; ' ' ; � BACKER BD AND INTERIOR SOFFITS.
NON-RATED PARTITIONS) � � NON-RATED PARTITIONS) ; ; � � , DRYWALL SCREW � '�� 7. PROVIDE DOUBLE 20 GAGE STUD AT EACH DOOR JAMB. `��°'��
3" DEEP-LEG TRACK 3" DEEP-LEG TRACK i i 3" DEEP-LEG TRACK i i METAL STUD 8. USE 5/8" TYPE-X GYPSUM BOARD AT RATED PARTITIONS. USE 5/8" ��� ����
i i DRYWALL SCREW i i NOT ATTACHED TO CLG TRACK GYPSUM BOARD AT ALL OTHER LOCATIONS UNLESS NOTED OTHERWISE. �"
DRYWALL SCREW STAGGERED 3 5/8" DRYWALL SCREW , , , , � � z �
9. USE WATER-RESISTANT GYPSUM BOARD FOR WALLS IN ALL TOILET � ������� �
GYP BD (NUMBER OF LAYERS ' ' STUDS GYP BD (NUMBER OF LAYERS , ' , GYP BD (NUMBER OF LAYERS , � P P EA SIDE � � � � �°������ �
GY BD, TY �°
PER PARTITION TYPE) PER PARTITION TYPE) ; ; PER PARTITION TYPE) ; ; ROOMS, JANITOR S CLOSETS, AND AS NOTED OTHERWISE. ������ � ,
----------------------------- - ------------------ ------------------------------�- -i------------------- ---------------------------�- -i------------------- ---------------------------- -- ----------------- - ��� " � ,;,
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----------------------------- -J. '. , �--- ------------------ -----------------------------_1-J .. . �--I------------------- --------------------------- -� �-- ------------------ -- ---� .. ,: L-- ----------------- -------------- ------ ---- - - ---------------------
10 USE GLASS MAT WATER RESISTANT GYP BD AT SHOWERS �
1 1 S E W A T E R R E S S T A NT G Y P S U M B O A R D F O R C E I LI N G S I N S H O W E R
SUSPENDED CEILING W.O. - SUSPENDED CEILING W.O. - � � SUSPENDED CEILING W.O. - � � SUSPENDED CEILING W.O. - ETAL STUDS 3�4„ ��2» ��
RE: CLG PLAN RE: CLG PLAN � � RE: CLG PLAN ' ' RE: CLG PLAN M ROOMS. COMPLY WITH IBC 2509. �'�,,q ��` �,�
GYP BD (NUMBER OF METAL CONTROL JOINT 12. USE CEMENTITIOUS BACKER UNITS AND SPACE STUDS AT 16" O.C. AT J��°��'
LAYERS PER PARTITION TYPE) PARTITIONS TO RECEIVE CERAMIC TILE OR STONE.
PARTITION HEAD TO STRUCTURE PARTITION HEAD TO STRUCTURE PARTITION HEAD TO STRUCTURE PARTITION HEAD TO STRUCTURE �3. PARTITIONS WHICH DO NOT GO TO STRUCTURE ABOVE SHALL HAVE o3.3,.20,4
�a RATED PARTITION � 0�.,5.20,4
UL DESIGN #HW-D-0420 � 1-HOUR & 2-HOUR RATED PARTITIONS UL DESIGN #HW-D-0420 C� 1-HOUR & 2-HOUR RATED PARTITIONS UL DESIGN #HW-D-0421 � 1-HOUR & 2-HOUR RATED PARTITIONS INTERSECTING PARTITION OR BE BRACED TO STRUCTURE � 12 O.C..
AT METAL DECK (ANY DIRECTION) AT METAL DECK (ANY DIRECTION) AT CONCRETE WHI #651-0318.1 FOR 1-HR & 2-HR RATINGS 14. PROVIDE CONTROL JOINTS IN CEILINGS EXCEEDING 2500 S.F. AND IN
PARTITIONS, WALLS, AND FURRING RUNS EXCEEDING 30 FT.. VERIFY
.
EXACT LOCATIONS WITH ARCHITECT. DO NOT PLACE GYPSUM BOARD
METAL DECK METAL DECK ------ ------- JOINT AT CORNER OF DOOR FRAME. SEE DETAILS THIS SHEET.
15. ALL FIRE-RESISTIVE PARTITIONS SHALL BE CONSTRUCTED IN FULL
METAL DECK NOM 2"x2" 20GA STL ANGLE � _ �- HORIZ BRACING, 2 1/2" �� � �� COMPLIANCE WITH TESTING REQUIREMENTS AND MANUFACTURER'S
� PROVIDED W/ A NOM 2 IN WIDE METAL STUD � 4 -0 a RECOMMENDATIONS FOR CONDITIONS AS REQUIRED. CONSTRUCTION �
INTUMESCENT STRIP ON ONE LEG SEALANT � � VERT SPACING
� ` TOP TRACK MIN 2 1/2" FRICTION FIT 1 1/2" THICK 4 PCF --- � ------- OF ALL SYSTEMS SHALL EQUAL THAT OF THE TESTED ASSEMBLY. � O
STEEL BEAM I ( ��� „ » 3" DEEP-LEG TRACK ACOUSTICAL INSULATION CONTRACTOR MAY SUBSTITUTE ANOTHER LISTED ASSEMBLY FOR THAT
� J RUNNER CHANNEL MINERAL WOOL INTO TOP TRACK ? INDICATED WITH PRIOR APPROVAL OF THE ARCHITECT AND THE
& FIREPROOFING
\� WITH 1 1/2" AND 2" LEG ABOVE LINER AND STUD ACOUSTICAL INSULATION � 2 1 2" METAL STUDS �
�
BUILDING DEPARTMENT. TESTIN FACILITIES ARE ABBREVIATED AS
I � RE: PLAN FOR � Q
� DRYWALL SCREW � � WIDTH FOLLOWS:
I 1" GYP BD SHAFT WALL METAL STUDS GYP BD, TYP EA SIDE UL - UNDERWRITERS LABORATORIES INC �
I
LINER PANEL _
~- ' - D TO CLG TRAC ) EL GA GYPSUM ASSOCIATION
(NOT ATTACHE K RUNNER CHANN
METAL "C-H" STUD � � � NER - NATIONAL EVALUATION REPORTd. O
�� ` SEE CODE COMPLIANT ASSEMBLIES BRIDGING z SEALANT, TYP WHI- WARNOCK HERSEY INTERNATIONAL �
GYP BD (NUMBER OF LAYERS BOOK FOR RATED CONSTRUCTION GYP BD, TYP EA SIDE � -� `� -- EA SIDE � 16. THROUGH-PENETRATIONS IN RATED PARTITIONS SHALL BE
PER PARTITION TYPE) � O
_-�'____��- ` I ` �' FIRESTOPPED IN ACCORDANCE WITH IBC 712.3.1.
..
_ ------------------ _--- -- �
:
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, , , �
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FOR DETAILED UL ASSEMBLIES. ----------------------- -----J . L---- -- FLOOR LINE 17. MEMBRANE-PENETRATIONS IN RATED PARTITIONS SHALL BE IN
(2) LAYERS 5/8" TYPE 'X' SHAFT SIDE SUSPENDED CEILING W.O. - SHAFT SIDE SUSP GYP BD CEILING- ACCORDANCE WITH IBC 713.3.2. ^
GYP BD ON Z-FURRING ` f� RE: CLG PLAN TYP EA SIDE - 18. PROVIDE ACOUSTICAL SEALANT AT ALL PENETRATIONS IN ACOUSTICAL J
„ „ �� PARTITIONS. � —
N�UMESCENT S RIPTON ONE LEC � �? SHAFTWALL HEAD PARTITION � PLUMBING CHASE PLUMBING CHASE 19. ACOUSTICAL BATT INSULATION TO TERMINATE AT THE STRUCTURE Q
—G UL DESIGN #U438 FOR 2-HOUR RATING WHERE OCCURS 6 2 PARTITION WIDTH = 6 1/4" + CLEAR CHASE WIDTH UNLESS NOTED OTHERWISE. � \
PARTITION TYPE AS INDICATED /
��
------------------------------------------� : : � COMPLIES WITH
------------------------ -------------------� 23C i
' CONCRETE WALL OR
SUSP GYP BD STC= 45 STUD PARTITION, RE: PLAN ;
� COMPLIES WITH AIR SPACE
CEILING 2 LAYERS GYP BD 26C STC- 46 2ND LAYER GYP BD ONLY —� a
2 LAYERS GYP BD EA SIDE GYP BD WHERE CALLED FOR IN PLAN �
SHAFTWALL HEAD 1" GYP BD SHAFT WALL GYP BD
--G LINER PANEL COMPLIES WITH ACOUSTICAL INSULATION �
UL DESIGN #HW-D-0461 FOR 2-HOUR RATING WHERE OCCURS , ��2» �
ACOUSTICAL INSULATION 3 1/2 " ACOUSTICAL INSULATION STC= 55 ACOUSTICAL INSULATION � ; ;
METAL "C-H" STUD METAL STUD METAL STUD �
SHEET NOTES: METAL STUD I L
� �
"J" RUNNER CHANNEL RUNNER CHANNEL 1. AT ACOUSTICAL PARTITIONS WITH `� RUNNER CHANNEL '
BACKER ROD AND NON - MULTIPLE LAYERS OF GYP BD EACH LAYER RUNNER CHANNEL �
HARDENING SEALANT = SHAFT SIDE BACKER ROD AND NON - � OF SHALL BE INSTALLEDI PERPENDICULAR TO SEALANT TYP EA SIDE ' z SEALANT x � L a
TYP EA SIDE � - - HARDENING SEALANT ' ` ` ` � LAYER - � � �
TYP EA SIDE � �� STAGGERED. SEAL JOINTS OF EACH � � �.
WITH TAPE AND JOINT COMPOUND.
FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE PRT WIDTH
UL DESIGN #U438 FOR 2-HOUR RATING WHERE OCCURS UL DESIGN #U411 FOR 1-HOUR OR 2-HOUR RATING WHERE OCCURS UL DESIGN #U465 FOR 1-HOUR RATING WHERE OCCURS
5__ ACOUSTICAL SHAFTWALL 4__ ACOUSTICAL PARTITION __ ACOUSTICAL PARTITION � _ ACOUSTICAL FURRING PARTITION
��—� SEE BELOW FOR STUD SIZE SEE BELOW FOR STUD SIZE SEE BELOW FOR STUD SIZE SEE BELOW FOR STUD SIZE
�
\ SEE --B FOR HEAD DETAIL
1
2 LAYERS, TYPE "X" GYP BD EA SIDE � � CONCRETE WALL OR �
2 LAYERS GYP BD STUD PARTITION, RE. PLAN �
n MOISTURE '
1 AIR SPACE TILE RESIST. GYP. 2ND LAYER GYP BD ONLY �� a
2 LAYERS GYP BD 2 LAYERS GYP BD EA SIDE BD. ABOVE GYP BD WHERE CALLED FOR IN PLAN �
�
� COMPLIES WITH �
STC= 65 ` \ 1" GYP BD SHAFT WALL ` � � ACOUSTICAL INSULATION TUB FLANGE GYP BD �
i INER PANEL � �/2„
�� �� METAL STUD„ METAL STUD AIR SPACE I
� 3" ACOUSTIC BATT INSULATION ETAL C-H STUD 25 GA C� 24 OC 25 GA � 24"OC METAL STUD � �
�� _ -
EACH �ROW OF STUDS "J" RUNNER CHANNEL SEALANT i �
METAL STUD
2 1/2 20 GA MTL STUDS. � RUNNER CHANNEL T�g RUNNER CHANNEL RUNNER CHANNEL PROJ. N0. 17004.00
STAGGERED � 16" O.C.
ACKER ROD AND NON - � MOISTURE
- ARDENING SEALANT SHAFT SIDE _ � RESIST. GYP. � HK
DRAWN:
BACKER ROD AND NON ` = z BACKER ROD AND NON z SEALANT TYP EA SIDE z � � C
HARDENING ACOUSTIN SEALANT ` ` ` ` � � TYP EA SIDE � - - � BD. BELOW - � , HK
TYP EA SIDE � � � � TYP�EA I S DE EALANT ` � � TUB FLANGE ; ` C H E C K E D�
� � CADD FILE:
FLOOR LINE sn \ FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE
UL DESIGN #U493 FOR 1 OR 2-HOUR RATING WHERE OCCURS � UL DESIGN #U438 FOR 2-HOUR RATING WHERE OCCURS UL DESIGN #U411 FOR 1-HOUR OR 2-HOUR RATING WHERE OCCURS NOTE: OCCURS AT ACOUSTICAL PARTITION 4__ UL DESIGN #U465 FOR 1-HOUR RATING WHERE OCCURS DATE: 12/20/2013
� / REVISIONS:
/ _ PARTITION SHAFTWALL CORRIDOR WALL TUB FLANGE AT 1 HR WALL FURRING PARTITION Q AooENOUM , o,�z4�zo,4
73 WITH 2 1�2" STUD 52 WITH 2 1�2" C-H STUD 3 & SHOWER BASE � � WITH 7�8" FURRING CHANNEL
PARTITION WIDTH = 8 1�2" PARTITION WIDTH = 3 3�4" PARTITION WIDTH = 1 1�2" � 07/5/2004 CONSTRUCTION
�
�� UNIT —UNIT DEMISING WALL � 54_ SHAFTWALL _ PARTITION _ PARTITION � � FURRING PARTITION
WITH 4 C H STUD 43 WITH 3 5�8 STUD 23 WITH 3 5�8 STUD WITH 1 5�8 STUD C�OZ ARCHITECTURE
3� �— /�� � PARTITION WIDTH = 5 1/4" » » PARTITION WIDTH = 2 1 4"
Q / PARTITION WIDTH = 6 1/8 PARTITION WIDTH = 4 7/8 �
� 56— SHAFTWALL PARTITION _ PARTITION � 2 FURRING PARTITION
WITH 6 C-H STUD „ 46— WITH 6" STUD 26 WITH 6" STUD WITH 2 1/2 STUD �� STRATA VAIL
PARTITION WIDTH = 7 1/4 PARTITION WIDTH - 8 1/2" PARTITION WIDTH - 7 1/4" PARTITION WIDTH = 3 1/8 100/o CD S
_ _ o �
13 FURRING PARTITION SHEET TITLE:
PARTITION PARTITION PARTITION TYPES
48 WITH 8" STUD �� 2 8 WI TH 8" STUD » WI TH 3 5/8" STUD
PARTITION WIDTH = 10 1/2 PARTITION WIDTH = 9 1/4
PARTITION WIDTH = 4 1/4"
16 FURRING PARTITION
WITH 6" STUD
PARTITION WIDTH = 6 5/8"
FURRING PARTITION SCALE: AS NOTED
� 8 WITH 8" STUD SHEET NUMBER:
PARTITION WIDTH = 8 5/8"
■
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REFLE SURFACE (�� `V � � � �, 2. MOUNTING HEIGHTS INDICATED ARE GENERAL IN NATURE AND MAY BE
,� �� �,�� � ��- � �� �
SUPERCEDED BY MORE SPECIFIC INFORMATION ELSEWHERE IN THE
DOCUMENTS.
MIRROR PAPER TOWEL DISPENSER NAPKIN/TAMPON VENDOR NAPKIN DISPOSAL TOILET-SEAT COVER DISPENSER SHELF SOAP DISPENSER ROBE HOOKS MOP HOLDER 3. ICC/ANSI A117.1-2009 APPLIES
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SURFACE OF BENCH TO BE `, `, `,
SLIP RESISTANT AND SHALL �
NOT ACCUMULATE WATER SIDE REACH
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BACK SUPPORT AFFIXED TO WALL ��� ��� ��� APPROACH UNOBSTRUCTED ACCESSIBLE SIDE REACH APPROACH
OR PART OF BENCH ` ` ` _ _ _ _ _ _ TO ACCESSIBLE LOCKERS
,' ,-��� �,' � � � (56 ACCESSIBLE LOCKERS MIN- 5% OF TOTAL)
�/ � �� - ALLOW FOR 48X30 CLEAR FLOOR SPACE IN FRONT OF LOCKER
, , , , a - ALLOW FOR SIDE REACH RANGES
� %' �' �' � - OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND
2 �/2 ' ' ' '� ° � SHALL NOT REQUIRE TIGHT GRASPING PINCHING OR TWISTING OF
Q MAX 20-24" C° ;�' ,� �� � THE WRIST. mAX FORCE TO OPERATE� OPERABLE PART SHALL BE
� � i i r
%� ' ' ' 5.0 POUNDS.
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PROJ. N0. »004.00
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CHECKED: HK
ACCESSIBLE BENCH ACCESSIBLE LOCKERs AT SKI LOCKERS— A105 ACCESSIBLE LOCKERs AT STAFF— A116 CADD FILE:
DATE: 12/20/2013
REVISIONS:
Q1 ADDENDUM 1 01/24/2014
Q2 BLDG DPT COMMENTS 03/31/2014
HEAD END: FOOT END: HAND-HELD FOOT END: ° � 07/15/2004 CONSTRUCTION
SHOWER
SPRAY UNIT SHMAD END CQOZ ARCHITECTURE
, „ , „ , „ , „ W/ 60" HOSE 4'-10" MIN 3'-10" MIN � �
1 -0 IN 2 -0 MAX 2 -0 MIN 1 -0 AX \
2'-0" MIN 8" AX 2" MAX 6" MAX 4'-0" MIN 6" AX 2'-6"
GRAB BARS ALL WALLS TYPICAL: \
o STRATA VAIL
� � ;,, - --- �, �- �--- -- 0 100% CD'S
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--------------------- � SHEET NUMBER:
GRAB BARS � TUB GRAB BAR REINFORCEMENT C� TOILET (ADAPTABLE UNITS� GRAB BAR REINFORCEMENT � TUB (ADAPTABLE UNITS� GRAB BAR REIN. C� SHOWER (ADAPTABLE� TOWEL BAR MEDICINE CABINET SHELF & ROD SHELF & ROD
■
CEILING HEIGHT
RE: PLANS
1/2"x 3/4" SS "F" MOLD
i i ENGINEERED ; i 3/4" THICK 3/4" THICK 3/4" THICK
� � WOOD FLOORING � � TILE TILE TILE
i i ON ACOUSTICAL � i i �—��4n �—��4n �—��4n
i i UNDERLAYMENT � 1X8 T&G WD PANELING i i REINFORCED REINFORCED REINFORCED
� � MORTAR BED MORTAR BED MORTAR BED
i i VAPOR � W/ TIGHT SQUARE JOINT i i ST. STL. WATERPROOF
PARTITION TYPE � � RETARDER � � SCHLUTER STRIP MEMBRANE
RE�PLAN i � ST.STL. � � � � C C
ST.STL. ST.STL.
�' TILE ❑N GR❑UT, ; ' SCHLUTER STRIP � � � SCHLUTER STRIP SCHLUTER STRIP
C j, ; RE�INTERI❑R ELEV, � � , SUBSTRATE , ,
, i i WALK OFF MAT i i WALK OFF MAT ENGINEERED 3003 Larimer Street
6 SS REVEAL BASE; i i i i WOOD FLOORING 3/8° THICK
i i ON ACOUSTICAL TILE, THINSET Denver, Colorado 80205
- FRY REGLET � � CEMENTITIOUS RE: PLANS FOR , , CEMENTITIOUS UNDERLAYMENT
DRMB-625-600 � � UNDERLAYMENT PARTITION TYPE ' � � UNDERLAYMENT CEMENTITIOUS
�/, � i � i BACKER BOARD Phone 303,861.5704
FL❑❑R FINISH,
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SLAB � SLAB ° ° SLAB
STRUCTURAL
SLAB
STONE WALL TRANSITION � TRANSITION � TRANSITION � TRANSITION �
BASE DETAIL WOOD FLR & WALK OFF 3/4" TILE & WALK OFF 3/4" TILE & WOOD FLR. 3/4" TILE & 3/8" TILE
2� SCALE� 1 1/2' = 1'-0' �� SCALE: 3" = 1'-0" � � SCALE: 3° = 1'-0" � SCALE: 3" = 1'-0" BLDG A � SCALE: 3" = 1'-0" BLDG B
SUBSTRATE
i
�• �
i
3 4" THICK CARPET � "
1X8 T&G WD PANELING � I � �LE i i i ; i 3�E THICK
� W/ TIGHT SQUARE JOINT I I �-��4" ; i i ; �_��4n � � _
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I I MORTAR BED i i i i � MORTAR BED �
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W❑❑D SLAT,
CENTER ON DOOR SCHLUTER STRIP , �°3 �
RE:INTERI❑R ELEV, � i i i i i �
, , � � ST. STL.
6' SS REVEAL BASE� � � � „ � � RUBBER VCT i i i i i SCHLUTER STRIP; � �� � /h���
� 1 2 SATIN FINISH I I FLOORING
C\J, � FRY REGLET STAINLESS STEEL REVEAL � � EMENTI110US ' � � i
, � � � CENTER ON DOOR ��*��-�..,�„� V Y r '
DRMB 625 600 I � i i i I i i 3/8" THICK
�� FL❑❑R FINISH, � � UNDERLAYMENT i i i � TILE, THINSET 03.31.2014
�� � RE� FINISH FLO❑R ; - SLOPED �� � � � �� �� �' �
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REVEAL BASE DETAIL ELEVATOR WALL REVEAL T&G WD PANEL WALL 3/4" TILE & RUBBER CARPET & VCT 3/4" TILE & 3/8" TILE — p
24 BLDG A
SCALE� 1 1/2' = 1'-0' � � SCALE: 1" = 1'-0° � � SCALE: 3" = 1'-On 12 SCALE: 3° = 1'-0" � SCALE: 3" = 1'-0" � SCALE: 3" = 1'-0" BLDG B Q
�
ELEVATOR CEILING
I I O3/8" THICK SEALED
I TILE, THINSET CONCRETE 3 4 THICK J
„
WOOD VENEER APPLIED TO OVER
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ST. STL. REINFORCED ' `
PARTICLEBOARD � I SCHLUTER STRIP;
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°; I � CENTER ON DOOR '�
CEILING FINISH, � 1-1/4" 1-1/4" ST.STL. � �
RE� RCP BRONZE STAINLESS STEEL REVEAL I � REINFORCED REINFORCED SCHLUTER STRIP �
(� � MORTAR BED I MORTAR BED WATERPROOF �
CLG HEIGHT 2 1 � � I � �� » CARPET OVER MEMBRANE AT �
� SEE CLG PLAN 3 � 3�4 THICK 3�4 THICK VINYL CUSHION POOL AREA �
( 5/8"xl" DRYWALL F M❑LD, A� O.O CAB SHELL WALL I � TILE TILE CEMENTITIOUS SLAB ��
I UNDERLAYMENT
� SATIN SS FINISH �
�\ ���.� ������ �.u���� ��.���
� WOOD VENEER APPLIED TO ° �, � ° a a a , a = � � RUBBER
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W❑❑D SLAT, — — — — — — — — — — — -----J
RE,INTERI❑R ELEV, 5 8" FIRE—RATED ° � " N
PARIICLEBOARD z a I
---------- --
PARTITI❑N TYPE � a � a UCTURAL o STRUCTURAL � o d � o � STRUCTURAL
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° ° � ° ° ° ° SLAB ° °
"" ELEV. CABIN WALL 3
RE: PROJECT MANUA
WOOD WALL ° TRANSITION � 3/4" TILE TRANSITION � 3/4" TILE TRANSITION � TRANSITION � 3/4" TILE
TOP REVEAL DETAIL BR°"zE srA�"`ESS s�E` RE�A� & 3/8" TILE & SEALED CONCRETE CARPET & CARPET & RUBBER FLOOR
2� �� � MTL STUD � � „ , n BLDG A � � ^ � ^ BLDG B � ^ � �� � » � ^ BLDG B
SCALE: 1 1/2' = 1'-0' SCALE: 3 = 1 -0 SCALE: 3 = 1 -0 SCALE: 3 = 1 -0 SCALE: 3 = 1 -0
A10.0
� WOOD VENEER APPLIED TO
5/8" FIRE-RATED
PARIICLEBOARD
� 3/4" THICK ' '
3 TILE i i
1-1/4" i i 3/8" THICK
REINFORCED i i TILE, THINSET
wr MORTAR BED i i
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ii � �
,i i i
i i
CEILING FINISH, 21 ' � � ST. STL. � ; ST. STL.
RE� RCP i i WOOD VENEER APPLIED TO CARPET OVER SCHLUTER STRIP i i SCHLUTER STRIP
'�p� A� O.O � VINYL CUSHION � i
� ' i i 5 8" FIRE-RATED CARPET ON i i WOODEFLOORING
PARTICLEBOARD
CLG HEIGHT i VINYL CUSHION �
�/� � ii STOREFRONT WINDOW SYSTEM
SEE CLG PLAN � � L
CEMENTITUOUS i i VAPORLAYMENT
'� SLOPED SEALANT UNDERLAYMENT
� � 5/8'xl" DRYWALL F M❑LD, i i CEMENTITIOUS � i i
;� SATIN SS FINISH � i i � , � � ,� , UNDERLAYMENT- � WD WINDOW SIL �� � � - � RETARDER
� � � ° SEE PLAN FOR ¢ ¢ OVERLAPS WD ACE a a ° � a a�a
4° DRY STACK STONE SHINERS, �i WOOD VENEER APPLIED TO o a a - - - - - - - - a
RE; INTERI❑R ELEV, �� 5/8° FIRE-RATED ° ° a EXTEND � � �
° < � STUD � SILL ° �, CEMENTITIOUS
PARTITI❑N TYPE a, PARIICLEBOARD p ° � p o a �a � � a a a a � � a UNDERLAYMENT
W o � STRUCTURAL p � STRUCTURAL a STRUCTURAL
RE�PLAN � ° c ° SLAB 3/4 WD PANEL ° ° ° SLAB ° � ° SLAB
I =
MTL RAILING ' EXTERIOR WALL ASSEMBLY PROJ. NO. 17004.00
STONE FIREPLACE SOLID BAR (OTIS DH 51) TRANSITION @ TRANSITION � TRANSITION �
TOP REVEAL DETAIL SATIN SS FINISH CARPET & CARPET RE: PLAN 3/4" TILE & CARPET 3/8" TILE & WOOD FLR. DRAWN: HP
CHECKED: HK
6 SCALE� 1 1/2' = 1'-0' � � SCALE: 3° = 1'-0" BLDG A 1 1/2" WD SEAT � SCALE: 3" = 1'-0" � SCALE: 3° = 1'-0"
3 WITH SQUARE EDGE,
CADD FILE:
FINISHED ALL SIDES
DATE: 12/20/2013
BRONZE SATIN SS FACE 20"
�OVER SUBSTRATE AFF REVISIONS:
SEALED
CONCRETE ( Q1 ADDENDUM 1 01/24/2014
I � I _. , . _. , _. ,_ . _. , . - -
I I SUBSTRATE CARPET OVER
/: I VINYL CUSHION Q3 ASI 001 FOR CONSTRUCTION
I I I 07/15/2014
I I ST. STL. \ � SEALED T-MOULDING
PARTITI❑N TYPE I I SCHLUTER STRIP; 3/4" WD PANEL CONCRETE
SOLID HARDWOOD
CENTER ON DOOR TRANSITION, STAIN
RE;PLAN � I I I 1-1 4" / 2�" MTL.STUD TO MATCH WOOD C�OZ ARCHITECTURE
� ��- 4 DRY STACK STONE SHINERS, M „ ��„ ST.STL. FLOOR
„ I 6 SATIN SS MTL BASE I I REI FORCED I SCHLUTER STRIP
RE� INTERI❑R ELEV, MORTAR BED \ � 2Yz MTL. STUD, EXTENDS ENGINEERED
��, � 6" SS REVEAL BASE� I „ TO SLAB FLOOR 3/8" THICK WOOD FLOORING
FRY REGLET � � STRATA VAIL
3/4 THICK TILE, THINSET ON ACOUSTICAL
� '� DRMB-625-600 I I I �LE WATERPROOF UNDERLAYMENT �
C� ` 100/o CD'S
FLO❑R FINISH, i I ; � MEMBRANE V A P O R
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PLANS ° ° ° a
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STONE FIREPLACE TRANSITION � 3/4" TILE WINDOW WD BENCH TRANSITION @ TRANSITION � SHEET NUMBER:
REVEAL BASE DETAIL ELEVATOR CAB DTL — B & SEALED CONCRETE AT ENTERTAINMENT CONCRETE & 3/8" TILE CARPET & WOOD FLR.
2 7 BLDG A
SCALE; 1 1/2' = 1'-0' �� SCALE: 3° = 1'-0" � � SCALE: 3" = 1'-0" � � SCALE: 3" = 1�-0° � 0 SCALE: 3" = 1'-0" � SCALE: 3° = 1'-0" �
2,_p„ 2�_Oy 3/4" PLUMBING FIXTURE RE: ��-3�
�—Z--
ELEVATION ��_2»
i i_____
; � GYP.BD. SOFFIT; a � � --, SEE PLAN FOR PARTITION TYPE
'; ; : : — BINET ACKSPLASH BD SOFFIT
� ALIGN WITH CA i r SLAB B �—
SEE PLAN FOR PARTITION TYPE Z PANEL (TYP.) CAULK GYP
BLOCKING AT CAB. i i COUNTERTOP SLAB WITH _ �p (AT KITCHEN ONLY)
3/4" - - < i i SQUARE EDGE A��•�
VARIES CABINET DOOR i i I TYP.
- - 12 SEE PLAN FOR PARTITION TYPE BLOCKING AT WALL � , — �
a i° � � i =
a a N
- - ADJUSTABLE CABINET DOOR i � A R C N I 1 E C T U fl E
_ _ A10.13 SHELVING cn � � FIXED WD PANEL
GYP.BD. WALL, PAINTED - - ,,, i � � BLOCKING
- - a i � PLUMBING 3003 Larimer Street
WD COUNTERTOP WITH SQUARE - - UPPER CAB. TYP. > SEE PLAN FOR PARTITION � �
I - MITERED EDGE " ' '� �� --- -- ------- �
- TYPE � � FIXTURE RE•
�---- r T ' ELEVATION Denver, Colorado 80205
N - - FIXED WD PANEL, TO CABINET BACK � � SEE PLAN FOR PARTITION TYPE
3/4" SUBSTRATE - - MATCH CAB. FRONTS i i CABINET DOOR CABINET DOOR Phone 303,861.5704
, I _ BLOCKING : _ ,� .� r_ , ; ; - � I � E
; . . - - � ADJUSTABL
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DRAWER - i i z � BLOCKING AS REQ'D SCALE: 1 1/2" = 1'-0"
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RETURN TRIM AT SIDES AS
� L - - I I ~ OCCUR, TYP
W � i i o FIXED FILLER PANEL BEHIND
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- - i i �;.; WD VALANCE FINISHED TO
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REQ'ED ` a ° � � ° ° ° N RE: INTERIOR ELEVATION INTO CONT. BLOCKING WD BASE TO MATCH
;. ;.
';. ';.
:. :. ; UNDERCOUNTER LIGHT, RE: ELECT
• , � a �� CAB. DOOR
- -, o _. _ ;. :.
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DRAWER - ; � � APPLIANCE, RE: ELEVATION K ITC H E N BAS E CAB I N ET SLAB BACKSPLASH
- i i .. r-z__ 2'-0" PLUMBING FIXTURE RE:
- y ; ; , , � ELEVATION CABINET AT SINK UPPER CABINET TYP. - �-�m
2 x a � � , SEE PLAN FOR PARTITION TYPE � � � � �
- - � WD BASE TO MATCH � r SLAB BACKSPLASH SCALE: 1 1 2 = 1 -0 SCALE: 1 1 2 = 1 -0 �. � � � �
' TYPE A ACCESSIBLE UNIT
CAB. DOOR �� �� � I CAULK � n � y � » � n �'� � '�
a � � 3�4„ 3�4" � E������
K I TC H E N ETT E CA B. AT M I C R O WAV E � � COUNTERTOP SLAB WITH 3�_5y 2�_0�� � ��������� �
B U I LT— I N CAB I N ET, TYP. 13 � ; i SQUARE EDGE OVER �3 �� �,�� �
17 „ � n SCALE: 1 1/2" = 1'-0" , , S 3/4 SUBSTRATE �'-�» COUNTERTOP WITH A10.13 � ������, � ;
S C A L E: 1 1/2 = 1 -0 �, I C C/A N S I A 1 1 7.1-2 0 0 3 T Y P E A C O M P L I A N T N E A S E D E D G E; R E: S E E P L A N F O R P A R T I T I O N T Y P E
� a � I N T E R I O R S L A B B A C K S P L A S H �� � ,� �,n,�
� FIXED WD PANEL N , ° � ELEVATIONS AND CAULK '��;� �� t�V�'►�
FINISH SCHEDULE COUNTERTOP SLAB WITH
PLUMBING FIXTURE RE: ELEVATION 1'-0° � — SQUARE EDGE
� � - - CD METAL SUPPORT PLATE, '� '� � 03.31.2014
.. , - - -
- �: i i ' RE: SPEC �; �; ' � a � a � a n ° ° ° z 07.15.2014
i i ; REMOVABLE CABINET DOOR �'
i i i
i i i KNEE SPACE REQ. PER IBC 1107.1 FINISH UNDERSIDE �
� I � FOR REMOVEABLE BASE CABINET TO MATCH FRONT r DRAWER
� � � X cD
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- � ______________ _ ' CABINET FRONT RAIL SCREWED � � O
DRAWER
A INTO CABINET BOTTOM = Q
CABINET DOOR �
CABINET TOE KICK SCREWED INTO K' �
CONT. BLOCKING ADJUSTABLE SHELF
2„ CABINET BACK PANEL, CABINET BACK �
WD BASE TO MATCH
CAB. DOOR TO MATCH CAB. DOOR BLOCKING O
a METAL LAMINATE BASE c�
2" 2" AT ISLAND ONLY, W DRAWER J
� RE:INTERIOR SPEC � O
TYP E 'A' U N IT 3 „ v
REMOVABLE BASE CABINET BASE CABINET AT ISLAND , TYP. 2 � FINSH OFSBAS�E CAB.HDOOR
10 6 J
SCALE: 1 1/2" = 1'-0" , , SCALE: 1 1/2" = 1'-0" � -
�. ICC/ANSI A117.1-2003 TYPE A COMPLIANT �
_ BASE DRAWER CABINET, TYP.
,;_—:;. �
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2
2'-0" PLUMBING FIXTURE RE: ��-6y 2'-0" ��� �` �� " 1'-3' VENTILATION DUCT SCALE: 1 1/2" = 1'-0"
ELEVATION , „ �i �" �� GYP.BD. SOFFIT 3/4" '�
i r--' SEE PLAN FOR PARTITION �I � -2 �\ ,' `� i� 2-�
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;. :. i �-------� TYPE '. ''. ;:' ;:' :. :. �'`� „'
SLAB BACKSPLASH �
� � r____ _ CAULK =--=' - - SEE PLAN FOR PARTITION TYPE
� SLAB BACKSPLASH COUNTERTOP SLAB WITH _
, BLOCKING AT PANEL CAB.. SLAB BACKSPLASH
a � i CAULK SQUARE EDGE CAULK
n i i COUNTERTOP SLAB WITH BLOCKING BLOCKING AT WALL COUNTERTOP SLAB WITH
' ' SQUARE EDGE � � e - - SQUARE EDGE
° °io � a ' i ° N SEE PLAN FOR PARTI110N TYPE � � ` ° 4 P N APPLIANCE, RE: ELEVAl10N � N - - Q o d G
a s
I I � N
i i °O � i FIXED WD PANEL, TO - -
i FIXED WD PANEL i � � FIXED WD PANEL MATCH CAB. FRONTS- DRAWER
.. . .. .. '.:�
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- - 1�-------r--T-------'1 PLUMBING FIXTURE CABINET DOOR ; .' � � ALIGN WITH FACE OF �
� � — UPPER CABINET DOORS -
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i i , �., _ _
� � i i ; INSULATE PIPES '- `- � ADJUSTABLE ` ` �
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i i � KNEE SPACE REQ. PER M SHELVING ` i i -� 1'-0" SEE PLAN FOR PARTITION TYPE
.. ; ..
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° RE: INTERIOR ELEVATION
� UNDERCOUNTER LIGHT, RE: ELECT �: 2" � WOOD BASE TO MATCH _ _
FINISH OF BASE CAB. DOOR
FIXED FILLER PANEL BEHIND - -
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SLAB BACKSPLASH - - � 2 d- WD BASE TO MATCH
F LLY A E IBLE TYPE "R1 " KITCHENETTE UPPER CAB. TYPE"A" @ ACCESSIBLE UNIT
FIXED WOOD PANEL CAB. DOOR
U CC SS AT VENTILATION HOOD (PENTHOUSE UNITS ONLY) BASE CABINET TYP.
KITCHENETTE BASE CAB. AT SINK i AT MICROWAVE CAB. AT COOKTOP AND MICROWAVE 7 n „ 3 y , n '
1 8 I � 11 SCALE: 1 1/2 = 1 -0 SCALE: 1 1/2 = 1 -0
SCALE: 1 1/2" = 1'-0" � SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" �, ICC/ANSI A117.1-2003 TYPE 'A' COMPLIANT 3/4"
ICC/ANSI A117.1-2003 TYPE 'A' COMPLIANT 3/4„ 3�4„ 2'-0"
2�-0„ ��_On n�_O»
L SEE PLAN FOR PARTITION TYPE PROJ. NO. 17004.00
SEE PLAN FOR PARTITION TYPE SEE PLAN FOR PARTITION TYPE SLAB BACKSPLASH
- - SLAB BACKSPLASH SLAB BACKSPLASH SLAB BACKSPLASH CAULK DRAWN: HP
CAULK CAULK CAULK COUNTERTOP SLAB WITH
COUNTERTOP SLAB WITH COUNTERTOP SLAB WITH COUNTERTOP SLAB WITH SQUARE EDGE CHECKED: HK
SQUARE EDGE SQUARE EDGE SQUARE EDGE
CADD FILE:
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DATE: 12/20/2013
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� � WOOD BASE TO MATCH � WD BASE TO MATCH � FIN SH OF BA E CAB.HDOOR
FINISH OF BASE CAB. DOOR FINISH OF BASE CAB. DOOR CAB. DOOR
SCALE: As Noted
SHEET NUMBER:
KITCHENETTE BASE CAB. TYPE "A" @ ACCESSIBLE UNIT BASE DRAWER
AT COOKTOP AND DISHWASHER BASE CAB. AT COOKTOP AND DISHWASHER LAZY SUSAN , TYP. CABINET AT COOKTOP
16 � , n 12 y = ,_ � � n _ �_ n 4 n , � '
SCALE: 1 1/2 = 1 -0 SCALE: 1 1/2 1 0 �, ICC/ANSI A117.1-2003 TYPE 'A' COMPLIANT SCALE: 1 1/2 1 0 SCALE: 1 1/2 = 1 -0