C:UsersKristaDocumentsCSUP AM Stair Roof · • The 2011 edition of the National Boiler Inspection...
12
OWNER: COLORADO STATE UNIVERSITY - PUEBLO 2200 BONFORTE BOULEVARD PUEBLO, COLORADO 81001 - 4901 (719) 549 - 2215 TELE (719) 549 - 2984 FAX CONTACT: JOHN BARKNOSKY ARCHITECT: DEMMON DESIGN STUDIOS, INC. 999 VALLEJO STREET, UNIT 1A DENVER, COLORADO 80204 (303) 394 - 3355 TELE CONTACT: CRAIG DEMMON STRUCTURAL ENGINEER: VALENTINE ENGINEERING, LLC 301 N. MAIN STREET, SUITE 307 PUELBO, COLORADO 81003 (719) 542 - 9230 TELE (719) 452 - 3535 FAX CONTACT: JIM VALENTINE ABBRIVIATIONS: CODE SUMMARY: OCCUPANCY GROUP: B EDUCATIONAL, ABOVE THE 12TH GRADE A - 1 ASSEMBLY TYPE OF CONSTRUCTION: TYPE II - B GROSS FLOOR AREA: FIRST FLOOR B - 49,930 GSF SECOND FLOOR B - 13,370 GSF A - 17,309 GSF TOTAL BUILDING 80,609 GSF FIRE PROTECTION: SPRINKLERS YES FIRE ALARM & DETECTION YES FIRE RESISTANCE RATING REQUIREMENTS: STRUCTURAL FRAME (PRIMARY) 1 BEARING WALL - ETERIOR 1 BEARING WALL - INTERIOR 1 NON - BEARING WALL AND PARITIONS - EXTERIOR 0 NON - BEARING WALL AND PARITIONS - INTERIOR 0 FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMEBERS 1 ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMEBERS 1 MAXIMUM AREA OF EXTERIOR WALL OPENINGS NO LIMIT EXIT ENLCOSURES 1 STAIRWAY ENCLOSURE 1 ROOF ENCLOSURE B CODES AND STANDARDS: • STATE OF COLORADO • 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) • 2015 INTERNATIONAL BUILDING CODE (IBC) (as adopted by the Colorado State Buildings Program as follows: Chapter 1 as amended, Chapters 2 - 35 and Appendices C and I) • 2015 INTERNATIONAL MECHANICAL CODE (IMC) (as adopted by the Colorado State Buildings Program as follows: Chapters 2 - 15 and Appendix A) • 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) (as adopted by the Colorado State Buildings Program) • 2017 NATIONAL ELECTRICAL CODE (National Fire Protection Association Standard 70) (as adopted by the Colorado State Electrical Board) • 2015 INTERNATIONAL PLUMBING CODE (as adopted by the Colorado Examining Board of Plumbers as follows: Chapter 1 Section 101.2, 102, 105, 107, Chapters 2 - 13 and Appendices B, D, E, F and G) • 2015 INTERNATIONAL FUEL AND GAS CODE (IFGC) (as adopted by the Colorado Examining Board of Plumbers as follows: Chapter 1 Section 101,102, 105, 107, Chapters 2 - 8 and Appendices A, B, and C) • NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS (NFPA) (as adopted by the Department of Public Safety/Division of Fire Prevention and Control as follows with editions shown in parentheses: NFPA - 1 (2006), 11 (2005), 12 (2005), 12A (2004), 13 (2002), 13D (2002), 13R (2002), 14 (2003), 15 (2001), 16 (2003), 17 (2002), 17A (2002), 20 (2003), 22 (2003), 24 (2002), 25 (2002), 72 (2002), 40 9 (2004), 423 (2004), 750 (2003) and 2001 (2004)) • • The 2010 edition of the ASME Boiler and Pressure Vessel Code, (as adopted by the Department of Labor and Employment/Boiler In spection Section as follows: sections I, IV, V, VIII - Divisions 1 and 2 and 3, 1X, X including the 2011 addenda and B31.1, 2010 edition.) • The 2011 edition of the National Boiler Inspection Code (NBIC), (as adopted by the Department of Labor and Employment / Boile r Inspection Section) • The 2012 edition of the Controls and Safety Devices for Automatically Fired Boilers CSD - 1, (as adopted by the Department of Labor and Employment / Boiler Inspection Section) • The 2011 edition of the Boiler and Combustion Systems Hazards Code, NFPA 85, (as adopted by the Department of Labor and Emplo yment / Boiler Inspection Section • The 2013 edition of ASME A17.1 Safety Code for Elevators and Escalators, (as adopted by the Department of Labor and Employment/Conveyance Section and as amended by ASME International) • The 2005 edition of ASME A17.3 Safety Code for Existing Elevators and Escalators, (as adopted by the Department of Labor and Employment / Conveyance Section and as amended by ASME International) EXHIBIT A • The 2011 edition of ASME A18.1 Safety Standard for Platform Lifts and Stairway Chairlifts, (as adopted by the Department of L abor and Employment/Conveyance Section and as amended by ASME International) • The current edition of the Rules and Regulations Governing the Sanitation of Food Service Establishments, as adopted by the D epartment of Public Health and Environment/Colorado State Board of Health) • The 2009 edition of ICC/ANSI A117.1, Accessible and Usable Buildings and Facilities, (as adopted by the Colorado General Asse mbly as follows: CRS 9 - 5 - 101, as amended, for accessible housing) APPENDICES MANDATORY • IBC Appendix Chapter C - Agricultural Buildings • IBC Appendix Chapter I - Patio Covers Exhibit A Optional • International Building Code, Chapter 1 as amended GOVERNING CODES AND STANDARDS: MATERIAL LEGEND: LOT W−3 COLORAD O 47 WEST TO HIGHWAY 50 AND I− 25 BARTLEY B O UL EV ARD BONFORTE BOULEVARD LOT W−2 BARTLEY BOULEVARD UNIV E RSIT Y E X IT TROY AVENUE BARTLEY BOULEVARD A L A M OS A COLORADO STATE UNIVERSITY - PUEBLO 2200 BONFORTE BOULEVARD PUEBLO, CO 81001 RIGID INSULATION GLASS BATT INSULATION EARTH ACOUSTICAL PANEL AGGREGATE BASE COURSE PLYWOOD, OSB FINISH WOOD CONCRETE DIMENSIONAL LUMBER, CONTINUOUS CONCRETE MASONRY UNIT DIMENSIONAL LUMBER BLOCKING BRICK EXISTING STEEL SAND, MORTAR, GYP BD, GROUT, PLASTER 1. ALL CONSTRUCTION IS NEW, UNLESS NOTED OTHERWISE. 2. THE CONTRACTOR SHALL COORDINATE THE SCHEDULING OF ALL DEMOLITION AND CONSTRUCTION ACTIVITIES WITH THE ARCHITECT AND OWNER. NO DEMOLITION SHALL START WITHOUT OWNER'S APPROVAL. 3. THE EXIT PATHS OUT OF THE EXISTING BUILDING(S) SHALL NOT BE DISRUPTED OR CLOSED WITHOUT COORDINATION AND APPROVAL OF THE OWNER. ALTERNATE EXIT PATHS / PLANS SHALL BE IMPLEMENTED BEFORE CLOSING AN EXISTING EXIT PATH FOR ANY REASON OR ANY LENGTH OF TIME. 4. THERE SHALL BE NO CONSTRUCTION ACTIVITIES OR MATERIAL DELIVERY / STORAGE ON OR ACROSS THE ART / MUSIC GREEN ROOF, HARDSCAPE OR LANDSCAPE SURFACES. GERNAL NOTES: ANNOTATION LEGEND: ? ? ? ? ? VIEW TITLE WALL SECTION ? ? DETAIL ? ? ROOM NAME & NUMBER DOOR NUMBER KEYNOTE WALL TYPE ? ? ?? ELEVATION ? REVISION ? ? ? WINDOW TYPE ? CEILING HEIGHT (AFF) CAMPUS PLAN: ART / MUSIC BUILDING REPLACE ROOF AND EXTERIOR STAIRS - TWO BUILDINGS Project No.: 2018 - 046M17 CONSTRUCTION DOCUMENTS FEBRUARY 2, 2018 ? ? DRAWING INDEX Sheet Number Sheet Name G-101 COVER / INDEX AD-101 DEMOLITION STAIR PLANS AD-102 DEMOLITION ROOF PLAN A-101 STAIR PLANS A-102 ROOF PLAN A-301 STAIR SECTIONS AND ELEVATIONS A-501 STAIR DETAILS A-502 ROOF DETAILS A-503 ROOF DETAILS S3 STAIR PLANS AND SECTIONS S4 DETAILS AND GENERAL NOTES S5 DETAILS MISC MISCELLANEOUS MM MILLIMETER MO MASONRY OPENING MOD MODIFY MR MOISTURE-RESISTANT MTD MOUNTED MTL METAL MVBL MOVABLE N NORTH NA NOT APPLICABLE NEUT NEUTRAL NFPA NATIONAL FIRE PROTECTION ASSOC. NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OF/CI OWNER FURNISH/CONTRACTOR INSTALL OF/OI OWNER FURNISH/OWNER INSTALL OFC OFFICE OH OVERHANG OPH OPPOSITE HAND OPNG OPENING OPP OPPOSITE ORD OVERFLOW ROOF DRAIN PAR PARALLEL PBD PARTICLEBOARD PC PIECE PCC PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT PERF PERFORATE(D) PERIM PERIMETER PERP PERPENDICULAR PL PROPERTY LINE PLAM PLASTIC LAMINATE PLAS PLASTER PLBG PLUMBING PLF POUNDS PER LINEAR FOOT PLYWD PLYWOOD PNL PANEL PR PAIR PREFAB PREFABRICATED PREFIN PREFINISHED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PAINT PT PRESSURE TREATED PTD PAPER TOWEL DISPENSER PTN PARTITION PTR PAPER TOWEL RECEPTACLE PUR PURLIN PVC POLYVINYL CHLORIDE QT QUARRY TILE QTR QUARTER QTY QUANTITY R RADIUS, RISER, ROUND RA RETURN AIR RB RESILIENT BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REC RECESSED REF REFERENCE REINF REINFORCE(D,ING) REQD REQUIRED RESIL RESILIENT REV REVISION, REVERSE RH RIGHT HAND RM ROOM RO ROUGH OPENING ROW RIGHT-OF-WAY RWL RAINWATER LEADER S SOUTH SA SUPPLY AIR SAP SUSPENDED ACOUSTICAL PANEL SC SOLID CORE SCHED SCHEDULE SD STORM DRAIN SDG SIDING SECT SECTION SF SQUARE FEET SHR SHOWER SHT SHEET SHTHG SHEATHING SIM SIMILAR SM SHEET METAL SPCL SPECIAL SPEC SPECIFICATION SPKR SPEAKER SQ SQUARE SS SERVICE SINK, STANDING SEAM SST STAINLESS STEEL ST STREET STD STANDARD STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SW SWITCH SWR SEWER SYMM SYMMETRICAL SYS SYSTEM T TREAD T&G TONGUE AND GROOVE TD TRENCH DRAIN TEL TELEPHONE TERR TERRAZZO THK THICK(NESS) TK BD TACKBOARD TMPD TEMPERED TO TOP OF TOB TOP OF BEAM TOC TOP OF CURB/TOP OF CONCRETE TOC TOP OF CURB TOD TOP OF DECK TOF TOP OF FOOTING TOM TOP OF MASONRY TOP TOP OF PARAPET/TOP OF PAVEMENT TOS TOP OF STEEL TOW TOP OF WALL TPD TOILET PAPER DISPENSER TTB TELEPHONE TERMINAL BOARD TV TELEVISION TYP TYPICAL UGND UNDERGROUND UL UNDERWRITERS' LABROATORY UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL V VENT VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VTR VENT THROUGH ROOF W WEST, WIDE(TH), WASTE W/ WITH W/O WITHOUT W/W WALL TO WALL WC WATERCLOSET WD WOOD WDW WINDOW WGL WIRE GLASS WH WALL HUNG, WATER HEATER WP WATERPROOF WR WATER RESISTANT WS WEATHERSTRIP WSCT WAINSCOT WT WEIGHT WW WASTEWATER YD YARD @ AT A/C AIR-CONDITIONING AB ANCHOR BOLT ABC AGGREGATE BASE COURSE ACS ACCESS PANEL ACT ACOUSTICAL CEILING TILE ADJ ADJACENT AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED AUTO AUTOMATIC BD BOARD, BEAD BFF BELOW FINISHED FLOOR BLDG BUILDING BLK(G) BLOCK(ING) BM BEAM BOT BOTTOM BRG BEARING BSMT BASEMENT BU BUILT-UP C CHANNEL C TO C CENTER TO CENTER CA CARD ACCESS CAB CABINET CB CATCH BASIN CEM CEMENT CEM PLAS CEMENT PLASTER CER CERAMIC CF/CI CONTRACTOR FURNISH/CONTRACTOR INSTAL CFM CUBIC FEET PER MINUTE CG CORNER GUARD CI CAST IRON CIP CAST IRON PIPE, CAST-IN-PLACE CJ CONTROL JOINT CKT CIRCUIT CL CENTER LINE CLNG CEILING CLR CLEAR CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO CLEAN-OUT COL COLUMN COMB COMBINATION CONC CONCRETE CONN CONNECT CONSTR CONTRUCTION CONT CONTINUE CORR CORRIDOR CPT CARPET CSK COUNTER SUNK CT CERAMIC TILE CU CUBIC CU FT CUBIC FEET CW COLD WATER PIPING D DEEP, DEPTH DBL DOUBLE DEMO DEMOLISH DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DMPF DAMPPROOFING DR DOOR DS DOWNSPOUT DWG DRAWING E EAST EA EACH EF EACH FACE EIFS EXT. INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC(AL) ELEV ELEVATOR EMER EMERGENCY EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE ETC ETCETERA EW EACH WAY EWC ELECTRIC WATER COOLER EXC EXCAVATE(ION) EXH EXHAUST EXIST EXISTING EXP EXPANSION EXP BT EXPANSION BOLT EXT EXTERIOR FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FCO FLOOR CLEAN-OUT FD FLOOR DRAIN FDTN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF EL FINISHED FLOOR ELEVATION FHC FIREHOSE CABINET FHR FIREHOSE RACK FIN FINISH(ED) FLASH FLASHING FLEX FLEXIBLE FLR FLOOR FLUOR FLUORESCENT FM FACTORY MUTUAL FOW FACE OF WALL FP FIREPROOF FR FIRE RETARDANT FRP FIBERGLASS REINFORCED PANEL FT FOOT, FEET FURG FURRING FUT FUTURE G GROUND GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR GFCR GLASS FIBER REINFORCED CONCRETE GI GALVANIZED IRON GL GLASS, GLAZING GPM GALLONS PER MINUTE GYP GYPSUM GYP BD GYPSUM BOARD H HIGH HB HOSE BIBB HC HOLLOW CORE, HANDICAP HD HEAVY DUTY HDBD HARDBOARD HDWD HARDWOOD HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HP HORSE POWER HT HEIGHT HVAC HEATING/VENTILATING/AIR-CONDITIONIN G HW HOT WATER ID INSIDE DIAMETER IF INSIDE FACE INCL INCLUDED INFO INFORMATION INSUL INSULATION INT INTERIOR INV INVERT INV EL INVERT ELEVATION J-BOX JUNCTION BOX JAN CLO JANITOR CLOSET KD KNOCKED DOWN KIT KITCHEN KO KNOCKOUT KPL KICK PLATE L ANGLE LAB LABORATORY LAM LAMINATE LAV LAVATORY LB POUND LF LINEAR FOOT LG LONG, LENGTH LH LEFT HAND LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LPT LOW POINT LT LIGHT LT WT LIGHTWEIGHT LVR LOUVER MATL MATERIAL MAU MAKE-UP AIR UNIT MAX MAXIMUM MB MACHINE BOLT MECH MECHANICAL MED MEDIUM, MEDICAL MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURER MH MANHOLE MIN MINIMUM demmon design studios 1554 Vine St. #100, Denver, CO 80208 t. 303.394.3355 f. 303.320.0689 www.demmonstudios.net Design Planning Architecture Copyright Notice: This document and the ideas and designs incorporated herin are given in confidence abd shall be used only pursuant to the agreement with Demmon Design Studios No other use, dissemination or duplication may be made without prior written consent of Demmon Design Studios. All common law rights of copyright are hereby specifically reserved. professional seal consultant REVISIONS: DRAWN BY: CHECKED BY: DATE: PHASE: JOB NUMBER: DRAWING TITLE: DRAWING NUMBER: COLORADO STATE UNIVERSITY - PUEBLO REPLACE ROOF AND EXTERIOR STAIRS - TWO BUILDINGS Project No.: 2018-046M17 2200 BONFORTE BOULEVARD PUEBLO, CO 81001 COVER / INDEX G-101 KD CD 2018-0202 CD 1709
Transcript of C:UsersKristaDocumentsCSUP AM Stair Roof · • The 2011 edition of the National Boiler Inspection...
OWNER:
COLORADO STATE UNIVERSITY - PUEBLO2200 BONFORTE BOULEVARDPUEBLO, COLORADO 81001-4901(719) 549-2215 TELE(719) 549-2984 FAXCONTACT: JOHN BARKNOSKY
ARCHITECT:
DEMMON DESIGN STUDIOS, INC.999 VALLEJO STREET, UNIT 1ADENVER, COLORADO 80204(303) 394-3355 TELECONTACT: CRAIG DEMMON
STRUCTURAL ENGINEER:
VALENTINE ENGINEERING, LLC301 N. MAIN STREET, SUITE 307PUELBO, COLORADO 81003(719) 542-9230 TELE(719) 452-3535 FAXCONTACT: JIM VALENTINE
ABBRIVIATIONS:
CODE SUMMARY:
OCCUPANCY GROUP:B EDUCATIONAL, ABOVE THE 12TH GRADEA-1 ASSEMBLY
TYPE OF CONSTRUCTION:TYPE II - B
GROSS FLOOR AREA:FIRST FLOOR B - 49,930 GSFSECOND FLOOR B - 13,370 GSF
A - 17,309 GSFTOTAL BUILDING 80,609 GSF
FIRE PROTECTION:SPRINKLERS YESFIRE ALARM & DETECTION YES
FIRE RESISTANCE RATING REQUIREMENTS:
STRUCTURAL FRAME (PRIMARY) 1
BEARING WALL - ETERIOR 1
BEARING WALL - INTERIOR 1
NON-BEARING WALL AND PARITIONS - EXTERIOR 0
NON-BEARING WALL AND PARITIONS - INTERIOR 0
FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMEBERS 1
ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMEBERS 1
MAXIMUM AREA OF EXTERIOR WALL OPENINGS NO LIMIT
EXIT ENLCOSURES 1
STAIRWAY ENCLOSURE 1
ROOF ENCLOSURE B
CODES AND STANDARDS:• STATE OF COLORADO• 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)• 2015 INTERNATIONAL BUILDING CODE (IBC) (as adopted by the Colorado State Buildings Program as follows: Chapter 1 as amended,
Chapters 2-35 and Appendices C and I) • 2015 INTERNATIONAL MECHANICAL CODE (IMC) (as adopted by the Colorado State Buildings Program as follows: Chapters 2-15 and
Appendix A) • 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) (as adopted by the Colorado State Buildings Program)• 2017 NATIONAL ELECTRICAL CODE (National Fire Protection Association Standard 70) (as adopted by the Colorado State Electrical Board)• 2015 INTERNATIONAL PLUMBING CODE (as adopted by the Colorado Examining Board of Plumbers as follows: Chapter 1 Section 101.2,102,
105, 107, Chapters 2-13 and Appendices B, D, E, F and G)• 2015 INTERNATIONAL FUEL AND GAS CODE (IFGC) (as adopted by the Colorado Examining Board of Plumbers as follows: Chapter 1
Section 101,102, 105, 107, Chapters 2-8 and Appendices A, B, and C)• NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS (NFPA) (as adopted by the Department of Public Safety/Division of Fire
Prevention and Control as follows with editions shown in parentheses: NFPA-1 (2006), 11 (2005), 12 (2005), 12A (2004), 13 (2002), 13D (2002), 13R (2002), 14 (2003), 15 (2001), 16 (2003), 17 (2002), 17A (2002), 20 (2003), 22 (2003), 24 (2002), 25 (2002), 72 (2002), 409 (2004), 423 (2004), 750 (2003) and 2001 (2004)) •
• The 2010 edition of the ASME Boiler and Pressure Vessel Code, (as adopted by the Department of Labor and Employment/Boiler Inspection Section as follows: sections I, IV, V, VIII-Divisions 1 and 2 and 3, 1X, X including the 2011 addenda and B31.1, 2010 edition.)
• The 2011 edition of the National Boiler Inspection Code (NBIC), (as adopted by the Department of Labor and Employment / Boiler Inspection Section)
• The 2012 edition of the Controls and Safety Devices for Automatically Fired Boilers CSD-1, (as adopted by the Department of Labor and Employment / Boiler Inspection Section)
• The 2011 edition of the Boiler and Combustion Systems Hazards Code, NFPA 85, (as adopted by the Department of Labor and Employment / Boiler Inspection Section
• The 2013 edition of ASME A17.1 Safety Code for Elevators and Escalators, (as adopted by the Department of Labor and Employment/Conveyance Section and as amended by ASME International)
• The 2005 edition of ASME A17.3 Safety Code for Existing Elevators and Escalators, (as adopted by the Department of Labor and Employment / Conveyance Section and as amended by ASME International)
EXHIBIT A • The 2011 edition of ASME A18.1 Safety Standard for Platform Lifts and Stairway Chairlifts, (as adopted by the Department of Labor and
Employment/Conveyance Section and as amended by ASME International)• The current edition of the Rules and Regulations Governing the Sanitation of Food Service Establishments, as adopted by the Department of
Public Health and Environment/Colorado State Board of Health)• The 2009 edition of ICC/ANSI A117.1, Accessible and Usable Buildings and Facilities, (as adopted by the Colorado General Assembly as
follows: CRS 9-5-101, as amended, for accessible housing)
APPENDICES MANDATORY• IBC Appendix Chapter C - Agricultural Buildings• IBC Appendix Chapter I - Patio Covers Exhibit A Optional• International Building Code, Chapter 1 as amended
GOVERNING CODES AND STANDARDS:MATERIAL LEGEND:
LOT W−3
COLORADO 47
WEST TO HIGHWAY50 AND I−25
BARTLEY BOULEVARD
BON
FOR
TEBO
ULE
VAR
D
LOT W−2
BAR
TLEY
BO
ULE
VAR
D
UNIVERSITY EXIT
TRO
Y A
VE
NU
E
BA
RTL
EY
BO
ULE
VA
RD
ALAMOSA
COLORADO STATE UNIVERSITY - PUEBLO2200 BONFORTE BOULEVARD
PUEBLO, CO 81001
RIGID INSULATION
GLASS BATT INSULATION
EARTH
ACOUSTICAL PANELAGGREGATE BASE COURSE
PLYWOOD, OSB
FINISH WOODCONCRETE
DIMENSIONAL LUMBER, CONTINUOUS
CONCRETE MASONRY UNIT
DIMENSIONAL LUMBER BLOCKINGBRICK
EXISTINGSTEEL
SAND, MORTAR, GYP BD, GROUT, PLASTER
1. ALL CONSTRUCTION IS NEW, UNLESS NOTED OTHERWISE.2. THE CONTRACTOR SHALL COORDINATE THE SCHEDULING OF ALL DEMOLITION
AND CONSTRUCTION ACTIVITIES WITH THE ARCHITECT AND OWNER. NO DEMOLITION SHALL START WITHOUT OWNER'S APPROVAL.
3. THE EXIT PATHS OUT OF THE EXISTING BUILDING(S) SHALL NOT BE DISRUPTED OR CLOSED WITHOUT COORDINATION AND APPROVAL OF THE OWNER. ALTERNATE EXIT PATHS / PLANS SHALL BE IMPLEMENTED BEFORE CLOSING AN EXISTING EXIT PATH FOR ANY REASON OR ANY LENGTH OF TIME.
4. THERE SHALL BE NO CONSTRUCTION ACTIVITIES OR MATERIAL DELIVERY / STORAGE ON OR ACROSS THE ART / MUSIC GREEN ROOF, HARDSCAPE OR LANDSCAPE SURFACES.
GERNAL NOTES:
ANNOTATION LEGEND:
???
??
VIEW TITLE
WALL SECTION
?? DETAIL
?? ROOM NAME & NUMBER
DOOR NUMBER
KEYNOTE
WALL TYPE
?
?
??
ELEVATION
? REVISION
??
?
WINDOW TYPE
? CEILING HEIGHT (AFF)
CAMPUS PLAN: ART / MUSIC BUILDING
REPLACE ROOF AND EXTERIOR STAIRS - TWO BUILDINGSProject No.: 2018-046M17
CONSTRUCTION DOCUMENTSFEBRUARY 2, 2018
??
DRAWING INDEX
Sheet Number Sheet Name
G-101 COVER / INDEXAD-101 DEMOLITION STAIR PLANSAD-102 DEMOLITION ROOF PLANA-101 STAIR PLANSA-102 ROOF PLANA-301 STAIR SECTIONS AND ELEVATIONSA-501 STAIR DETAILSA-502 ROOF DETAILSA-503 ROOF DETAILSS3 STAIR PLANS AND SECTIONSS4 DETAILS AND GENERAL NOTESS5 DETAILS
MISC MISCELLANEOUSMM MILLIMETERMO MASONRY OPENINGMOD MODIFYMR MOISTURE-RESISTANTMTD MOUNTEDMTL METALMVBL MOVABLEN NORTHNA NOT APPLICABLENEUT NEUTRALNFPA NATIONAL FIRE PROTECTION ASSOC.NIC NOT IN CONTRACTNO NUMBERNOM NOMINALNRC NOISE REDUCTION COEFFICIENTNTS NOT TO SCALEOA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOF/CI OWNER FURNISH/CONTRACTOR INSTALLOF/OI OWNER FURNISH/OWNER INSTALLOFC OFFICEOH OVERHANGOPH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEORD OVERFLOW ROOF DRAINPAR PARALLELPBD PARTICLEBOARDPC PIECEPCC PRECAST CONCRETEPCF POUNDS PER CUBIC FOOTPERF PERFORATE(D)PERIM PERIMETERPERP PERPENDICULARPL PROPERTY LINEPLAM PLASTIC LAMINATEPLAS PLASTERPLBG PLUMBINGPLF POUNDS PER LINEAR FOOTPLYWD PLYWOODPNL PANELPR PAIRPREFAB PREFABRICATEDPREFIN PREFINISHEDPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PAINTPT PRESSURE TREATEDPTD PAPER TOWEL DISPENSERPTN PARTITIONPTR PAPER TOWEL RECEPTACLEPUR PURLINPVC POLYVINYL CHLORIDEQT QUARRY TILEQTR QUARTERQTY QUANTITYR RADIUS, RISER, ROUNDRA RETURN AIRRB RESILIENT BASERCP REFLECTED CEILING PLANRD ROOF DRAINREC RECESSEDREF REFERENCEREINF REINFORCE(D,ING)REQD REQUIREDRESIL RESILIENTREV REVISION, REVERSERH RIGHT HANDRM ROOMRO ROUGH OPENINGROW RIGHT-OF-WAYRWL RAINWATER LEADERS SOUTHSA SUPPLY AIRSAP SUSPENDED ACOUSTICAL PANELSC SOLID CORESCHED SCHEDULESD STORM DRAINSDG SIDINGSECT SECTIONSF SQUARE FEETSHR SHOWERSHT SHEETSHTHG SHEATHINGSIM SIMILARSM SHEET METALSPCL SPECIALSPEC SPECIFICATIONSPKR SPEAKERSQ SQUARESS SERVICE SINK, STANDING SEAMSST STAINLESS STEELST STREETSTD STANDARDSTOR STORAGESTRUCT STRUCTURALSUSP SUSPENDEDSV SHEET VINYLSW SWITCHSWR SEWERSYMM SYMMETRICALSYS SYSTEMT TREADT&G TONGUE AND GROOVETD TRENCH DRAINTEL TELEPHONETERR TERRAZZOTHK THICK(NESS)TK BD TACKBOARDTMPD TEMPEREDTO TOP OFTOB TOP OF BEAMTOC TOP OF CURB/TOP OF CONCRETETOC TOP OF CURBTOD TOP OF DECKTOF TOP OF FOOTINGTOM TOP OF MASONRYTOP TOP OF PARAPET/TOP OF PAVEMENTTOS TOP OF STEELTOW TOP OF WALLTPD TOILET PAPER DISPENSERTTB TELEPHONE TERMINAL BOARDTV TELEVISIONTYP TYPICALUGND UNDERGROUNDUL UNDERWRITERS' LABROATORYUNFIN UNFINISHEDUNO UNLESS NOTED OTHERWISEUR URINALV VENTVB VAPOR BARRIERVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVTR VENT THROUGH ROOFW WEST, WIDE(TH), WASTEW/ WITHW/O WITHOUTW/W WALL TO WALLWC WATERCLOSETWD WOODWDW WINDOWWGL WIRE GLASSWH WALL HUNG, WATER HEATERWP WATERPROOFWR WATER RESISTANTWS WEATHERSTRIPWSCT WAINSCOTWT WEIGHTWW WASTEWATERYD YARD
@ ATA/C AIR-CONDITIONINGAB ANCHOR BOLTABC AGGREGATE BASE COURSEACS ACCESS PANELACT ACOUSTICAL CEILING TILEADJ ADJACENTAFF ABOVE FINISHED FLOORALT ALTERNATEALUM ALUMINUMANOD ANODIZEDAUTO AUTOMATICBD BOARD, BEADBFF BELOW FINISHED FLOORBLDG BUILDINGBLK(G) BLOCK(ING)BM BEAMBOT BOTTOMBRG BEARINGBSMT BASEMENTBU BUILT-UPC CHANNELC TO C CENTER TO CENTERCA CARD ACCESSCAB CABINETCB CATCH BASINCEM CEMENTCEM PLAS CEMENT PLASTERCER CERAMICCF/CI CONTRACTOR FURNISH/CONTRACTOR
INSTALCFM CUBIC FEET PER MINUTECG CORNER GUARDCI CAST IRONCIP CAST IRON PIPE, CAST-IN-PLACECJ CONTROL JOINTCKT CIRCUITCL CENTER LINECLNG CEILINGCLR CLEARCMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCO CLEAN-OUTCOL COLUMNCOMB COMBINATIONCONC CONCRETECONN CONNECTCONSTR CONTRUCTIONCONT CONTINUECORR CORRIDORCPT CARPETCSK COUNTER SUNKCT CERAMIC TILECU CUBICCU FT CUBIC FEETCW COLD WATER PIPINGD DEEP, DEPTHDBL DOUBLEDEMO DEMOLISHDEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISP DISPENSERDMPF DAMPPROOFINGDR DOORDS DOWNSPOUTDWG DRAWINGE EASTEA EACHEF EACH FACEEIFS EXT. INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRIC(AL)ELEV ELEVATOREMER EMERGENCYEOS EDGE OF SLABEQ EQUALEQUIP EQUIPMENTEST ESTIMATEETC ETCETERAEW EACH WAYEWC ELECTRIC WATER COOLEREXC EXCAVATE(ION)EXH EXHAUSTEXIST EXISTINGEXP EXPANSIONEXP BT EXPANSION BOLTEXT EXTERIORFA FIRE ALARMFACP FIRE ALARM CONTROL PANELFCO FLOOR CLEAN-OUTFD FLOOR DRAINFDTN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF EL FINISHED FLOOR ELEVATIONFHC FIREHOSE CABINETFHR FIREHOSE RACKFIN FINISH(ED)FLASH FLASHINGFLEX FLEXIBLEFLR FLOORFLUOR FLUORESCENTFM FACTORY MUTUALFOW FACE OF WALLFP FIREPROOFFR FIRE RETARDANTFRP FIBERGLASS REINFORCED PANELFT FOOT, FEETFURG FURRINGFUT FUTUREG GROUNDGA GAGEGALV GALVANIZEDGC GENERAL CONTRACTORGFCR GLASS FIBER REINFORCED CONCRETEGI GALVANIZED IRONGL GLASS, GLAZINGGPM GALLONS PER MINUTEGYP GYPSUMGYP BD GYPSUM BOARDH HIGHHB HOSE BIBBHC HOLLOW CORE, HANDICAPHD HEAVY DUTYHDBD HARDBOARDHDWD HARDWOODHDWR HARDWAREHM HOLLOW METALHORIZ HORIZONTALHP HORSE POWERHT HEIGHTHVAC HEATING/VENTILATING/AIR-CONDITIONIN
GHW HOT WATERID INSIDE DIAMETERIF INSIDE FACEINCL INCLUDEDINFO INFORMATIONINSUL INSULATIONINT INTERIORINV INVERTINV EL INVERT ELEVATIONJ-BOX JUNCTION BOXJAN CLO JANITOR CLOSETKD KNOCKED DOWNKIT KITCHENKO KNOCKOUTKPL KICK PLATEL ANGLELAB LABORATORYLAM LAMINATELAV LAVATORYLB POUNDLF LINEAR FOOTLG LONG, LENGTHLH LEFT HANDLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLPT LOW POINTLT LIGHTLT WT LIGHTWEIGHTLVR LOUVERMATL MATERIALMAU MAKE-UP AIR UNITMAX MAXIMUMMB MACHINE BOLTMECH MECHANICALMED MEDIUM, MEDICALMEMB MEMBRANEMEZZ MEZZANINEMFR MANUFACTURERMH MANHOLEMIN MINIMUM
dem
mon
de
sign
stud
ios
1554
Vin
e St
. #10
0, D
enve
r, CO
802
08t.
303.
394.
3355
f. 3
03.3
20.0
689
ww
w.d
emm
onst
udio
s.ne
t
Des
ign
Plan
ning
Arch
itect
ure
Copyright Notice: This document and the ideasand designs incorporated herin are given in
confidence abd shall be used only pursuant tothe agreement with Demmon Design Studios
No other use, dissemination or duplication may bemade without prior written consent of Demmon
Design Studios. All common law rights ofcopyright are hereby specifically reserved.
prof
essio
nal s
eal
cons
ultan
t
REVISIONS:
DRAWN BY: CHECKED BY:
DATE:
PHASE:
JOB NUMBER:
DRAWING TITLE:
DRAWING NUMBER:
COLO
RADO
STA
TEUN
IVER
SITY
- PU
EBLO
REPL
ACE
ROO
F AN
D EX
TERI
OR
STAI
RS -
TWO
BUI
LDIN
GS
Proj
ect N
o.: 2
018-
046M
17
2200
BO
NFO
RTE
BOUL
EVAR
DPU
EBLO
, CO
810
01
COVER / INDEX
G-101
KD CD
2018-0202
CD
1709
Z
AA
BB
CC
DD
EE
FF
GG
HH
JJ
27 28 29 30 31 33 34 35 3632
D3
D2
D4
D4
D3
D3
D3
D3
dem
mon
de
sign
stud
ios
1554
Vin
e St
. #10
0, D
enve
r, CO
802
08t.
303.
394.
3355
f. 3
03.3
20.0
689
ww
w.d
emm
onst
udio
s.ne
t
Des
ign
Plan
ning
Arch
itect
ure
Copyright Notice: This document and the ideasand designs incorporated herin are given in
confidence abd shall be used only pursuant tothe agreement with Demmon Design Studios
No other use, dissemination or duplication may bemade without prior written consent of Demmon
Design Studios. All common law rights ofcopyright are hereby specifically reserved.
prof
essio
nal s
eal
cons
ultan
t
REVISIONS:
DRAWN BY: CHECKED BY:
DATE:
PHASE:
JOB NUMBER:
DRAWING TITLE:
DRAWING NUMBER:
COLO
RADO
STA
TEUN
IVER
SITY
- PU
EBLO
REPL
ACE
ROO
F AN
D EX
TERI
OR
STAI
RS -
TWO
BUI
LDIN
GS
Proj
ect N
o.: 2
018-
046M
17
2200
BO
NFO
RTE
BOUL
EVAR
DPU
EBLO
, CO
810
01
DEMOLITION STAIRPLANS
AD-101
KD CD
2018-0202
CD
1709
NUMBER STAIR DEMOLITION KEYNOTES
D2 SAW CUT EXISTING LANDING SLAB AND REMOVE LANDING CONCRETE AS SHOWND3 EXISTING CONCRETE STAIR AND LANDING TO BE COMPLETELY REMOVEDD4 CUT EXISTING CONCRETE WALL AT EXISTING CONSTRUCTION JOINTS. REMOVE
PORTIONS OF WALL ATTACHED TO EXISTING STAIR AND LANDING OR GUARDRAIL
1/4" = 1'-0"1 LEVEL 2 STAIR DEMO PLAN
NOTE: REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL MINOR DEMOLITION REQUIRED AT STRUCTURAL CONNECTIONS.
D8
D10
D10
D8
D8 D8D10
D10 D11D8
D11D8
D11
D11
D10 D11
D7
D7 D6
D10
D7
D6
D10
D10D9
D6 D6
D9 D9
D9
D9 D9
D9
D6 D6
D6 D6
D12
D12
D10
1. ALL ROOFING SYSTEMS TO BE REMOVED ENTIRELY TO STRUCTURAL DECK. CLEAN DECK PER ROOFING MANUFACTURER REQUIREMENTS FOR INSTALLATION OF REPLACEMENT ROOFING SYSTEM.
2. ALL (E) WOOD NAILERS AND CURBS ARE TO REMAIN, UNLESS OTHERWISE NOTED.
3. ALL ROOF DRAINS / OVERFLOW DRAINS AND SCUPPERS TO BE REMOVED ENTIRELY AND REPLACED PER THE CONSTRUCTION PLANS.
ROOF PLAN DEMOLITION NOTES
dem
mon
de
sign
stud
ios
1554
Vin
e St
. #10
0, D
enve
r, CO
802
08t.
303.
394.
3355
f. 3
03.3
20.0
689
ww
w.d
emm
onst
udio
s.ne
t
Des
ign
Plan
ning
Arch
itect
ure
Copyright Notice: This document and the ideasand designs incorporated herin are given in
confidence abd shall be used only pursuant tothe agreement with Demmon Design Studios
No other use, dissemination or duplication may bemade without prior written consent of Demmon
Design Studios. All common law rights ofcopyright are hereby specifically reserved.
prof
essio
nal s
eal
cons
ultan
t
REVISIONS:
DRAWN BY: CHECKED BY:
DATE:
PHASE:
JOB NUMBER:
DRAWING TITLE:
DRAWING NUMBER:
COLO
RADO
STA
TEUN
IVER
SITY
- PU
EBLO
REPL
ACE
ROO
F AN
D EX
TERI
OR
STAI
RS -
TWO
BUI
LDIN
GS
Proj
ect N
o.: 2
018-
046M
17
2200
BO
NFO
RTE
BOUL
EVAR
DPU
EBLO
, CO
810
01
DEMOLITION ROOFPLAN
AD-102
KD CD
2018-0202
CD
1709
3/32" = 1'-0"1 DEMOLITION ROOF PLAN
NUMBER ROOF DEMOLITION KEYNOTES
D6 REMOVE BITUMEN ROOFING AND PERLITE INSULATION ENTIRELY TO STRUCTURALMETAL DECK BELOW
D7 REMOVE BITUMEN ROOFING AND PERLITE INSULATION ENTIRELY TO STRUCTURALCONCRETE DECK BELOW
D8 REMOVE SPRAY APPLIED ROOF MEMBRANE AND FOAM INSULATION ENTIRELY TOSTRUCTURAL DECK BELOW
D9 REMOVE EXPANSION JOINTS AND CURBS ENTIRELY TO STRUCTURAL DECKD10 REMOVE SHEET METAL COPING / PARAPET CAP AT ENTIRE PERIMETER OF ROOF.
WOOD BLOCKING TO REMAIN.D11 REMOVE ROOF TO WALL EXPANSION JOINT. WOOD CURB TO REMAIN.D12 CUT PARAPET TO ADD ROOF SCUPPER (RE: ROOF PLAN AND DETAIL)
DN
DN
T
U
V
W
X
Y
Z
AA
BB
CC
DD
EE
FF
GG
HH
JJ
27 28 29 30 31 33 34 35 36
2A-301
(E) AREA DRAIN
AREA OF INFILL PAVERS TO MATCH EXISTING
(E) PAVERS (E) CONC
EGRESS
EGR
ESS
EGR
ESS
EGRESS
4"H CONCRETE PLYNTH UNDER STAIR FOR CANE DETECTION. ALIGN EDGES OF PLYNTH WITH EDGE OF STAIR.
EDGE OF EXISTING CONCRETE LANDING ABOVE
STAIR ABOVE
FACE OF EXISTING BUILDING
1A-301
32
8' - 7 1/8" 12' - 6 7/8"1' - 0"
CONCRETE COLUMN (RE: STRUCTURAL)
CONCRETE COLUMN (RE: STRUCTURAL)
9' - 5
7/8"
8' - 9
1/2"
10"
UP
2' - 4" 7' - 6"
Z
AA
BB
CC
DD
EE
FF
GG
HH
JJ
27 28 29 30 31 33 34 35 36
2A-301
1A-301
3' - 6"
32
43' - 1"
BEARING BARS
BEAR
ING
BA
RS
BEARING
BARS
BEARING BARS
BEAR
ING
BA
RS
EXISTING EXIT DOOR
EDGE OF EXISTING BUILDING WALL, STEPS BACK AS MOVING DOWN STAIRS (FIELD VERIFY)
1
A-501
Sim
2
A-501
Sim
60°
100°
11 TREADS @ 11" 10' - 1"
4 TRE
ADS
@ 11
"
3' - 8
"
14 TREADS @ 11"
12' - 10"
6' - 6"
(E) CONCRETE WALL
(E) CONCRETE PAVERS
(E) CONCRETE WALL
115°6' - 8"
10' -
0"
RE: 4/A-101 FOR DRAINAGE PLAN BENEATH LANDING
EXISTING EXIT DOOR
2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 1 1/2"
EDGE OF EXISTING WALL AT EXIT LANDING DOWN TO FIRST LANDING STEPS BACK FROM WALL ABOVE
7" 2' - 0"VERIFY IN FIELD WIDTH OF RAILING SECTION AGAINST BUILDING
HANDRAIL EXTENSION, BOTH SIDES, TYPICAL AT EACH LANDING
HANDRAIL EXTENSION
1'-11" HANDRAIL EXTENSIONCONTINUOUS HANDRAIL LEVEL 1 TO LEVEL 2
1'-0" HANDRAIL EXTENSION
1' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 1 1/2"
1' - 1
1/2"
2' - 0
"2'
- 0"
1' - 0
"
HANDRAIL EXTENSION
HANDRAIL
CONTINUOUS HANDRAIL LEVEL 1 TO LEVEL 2
HANDRAIL
LEVEL 2
LEVEL 1
A-301
3RAIL ELEV,LVL1 - LDNG 1
A-3014
RAI
L EL
EV,
LDN
G 1
- 2
A-301
5 RAIL ELEV,
LDNG 2 - LVL2
A-5015
1' - 11"
1' - 11"
A-5016
A-5017
A-5018
2' - 0"
2' - 0"
2' - 0"
2' - 0"
2' - 0"
2' - 0"
2' - 0"
1 1/2"
NOTE: HANDRAIL VERTICALS ALIGN WITH THE FRONT EDGE OF LOWEST TREAD AT EACH RUN, TYPICAL
1 1/2"
1' - 7"
2' - 0"
2' - 0"
NOTE: MAXIMUM GAP BETWEEN RAILING VERTICAL AND EXISTING BUILDING TO BE 3"
VERIFY IN FIELD WIDTH OF RAILING SECTION AGAINST BUILDING
1' - 0
"A-301
6
RAIL ELEV,
LDNG 2
A-301
7 RAIL ELEV 2,
LVL 1 - LDNG
1
A-3018
RAI
L EL
EV,
RU
N 2
A-301
9 RAIL ELEV,
RUN 3 - LVL 2
PATCH AND REPAIR EDGE PAVERS FROM OWNER'S STOCK AS NECESSARY
FF
HH
27
WELDED SEAM
PERIMETER EDGE ANGLE AT ALL STRAIGHT EDGES, TYPICAL (RE: DETAIL 2/A-501)
1/8" / FT
1/8"
/ FT
STAIRS ABOVECORRUGATED DECKING
dem
mon
de
sign
stud
ios
1554
Vin
e St
. #10
0, D
enve
r, CO
802
08t.
303.
394.
3355
f. 3
03.3
20.0
689
ww
w.d
emm
onst
udio
s.ne
t
Des
ign
Plan
ning
Arch
itect
ure
Copyright Notice: This document and the ideasand designs incorporated herin are given in
confidence abd shall be used only pursuant tothe agreement with Demmon Design Studios
No other use, dissemination or duplication may bemade without prior written consent of Demmon
Design Studios. All common law rights ofcopyright are hereby specifically reserved.
prof
essio
nal s
eal
cons
ultan
t
REVISIONS:
DRAWN BY: CHECKED BY:
DATE:
PHASE:
JOB NUMBER:
DRAWING TITLE:
DRAWING NUMBER:
COLO
RADO
STA
TEUN
IVER
SITY
- PU
EBLO
REPL
ACE
ROO
F AN
D EX
TERI
OR
STAI
RS -
TWO
BUI
LDIN
GS
Proj
ect N
o.: 2
018-
046M
17
2200
BO
NFO
RTE
BOUL
EVAR
DPU
EBLO
, CO
810
01
STAIR PLANS
A-101
KD CD
2018-0202
CD
1709
1/4" = 1'-0"1 LEVEL 1 STAIR PLAN 1/4" = 1'-0"2 LEVEL 2 STAIR PLAN
1/4" = 1'-0"3 LEVEL 2 STAIR PLAN, RAILING
1/4" = 1'-0"4DRAINGE PAN AT INTERMEDIATELANDING
R2
R2R2
R2
R1 R1
R1
R13
R13
R13
R7
R8
R1 R1
R1 R1
HP HP
HP HP
R15R15
R15R15
R9
R3
R3
R1
R13
R3
R9
R4
R13
R4
67' - 8"
67' - 8"
R16
R16
R1 R1 R3
HP
R1 R1
R16
R16
HP
R5
R3
R4
R3
R2
R5
R20
R6
R6
R5
R2
R20
R3
R10
R11
R12
R1
R14 R14
R7 R8
HP
R18 TYP
R18
R18
R18
R18
R18 R18
R18 R18
R18
R18
R18 TYP
R17
R17
R17 R17
R17
R18
R19
R19
T.O. STEEL BEAM140'-3"
T.O. STEEL BEAM140'-6"
T.O. STEEL BEAM140'-3"
ELEVATION126'-9"
ELEVATION126'-8"
ELEVATION127'-1"
ELEVATION127'-1"
ELEVATION126'-7"
ELEVATION126'-7 1/2"
ELEVATION132'-9"
ELEVATION132'-9 1/2"
ELEVATION132'-9"
ELEVATION133'-3"
ELEVATION133'-3"
ELEVATION126'-7"
ELEVATION126'-7"
ELEVATION126'-7"
ELEVATION127'-1"
ELEVATION127'-1"
ELEVATION126'-9"
ELEVATION126'-8"
ELEVATION126'-8"
ELEVATION126'-9 1/2"
ELEVATION126'-9 1/2"
ELEVATION126'-10" ELEVATION
126'-10"
9
A-502
Sim9
A-502
Sim
9
A-502
Sim
14
A-502
Sim
14
A-502
Sim
9
A-502
Sim
9
A-502
Sim
9
A-502
Sim
9
A-502
Sim9
A-502
Sim
9
A-502
Sim
9
A-502
Sim
12
A-502
Sim
12
A-502
Sim
12
A-502
Sim
12
A-502
Sim
12
A-502
Sim
12
A-502
Sim
R1 R1
R18 R18
R17R17
HP R17R17
R10
R16
R18
R1
R18
R18 R16
R15
R18
R15
R18
R16
R16
R16 R16
83' - 2"
6
A-502
Sim
6
A-502
Sim
6
A-502
Sim
15
A-502
Sim
15
A-502
Sim
15
A-502
Sim
15
A-502
Sim
14
A-502
Sim
14
A-502
Sim
15
A-502
Sim
15
A-502
Sim
15
A-502
Sim15
A-502
Sim
6
A-502
Sim
6
A-502
Sim
6
A-502
Sim
8
A-502
Sim
8
A-502
Sim
8
A-502
Sim
11
A-502
Sim
10
A-502
Sim
9
A-502
Sim
9
A-502
Sim
9
A-502
Sim
12
A-502
Sim
12
A-502
Sim
9
A-502
Sim
7
A-502
SimA-503
1
A-5031
A-5031
ELEVATION83'-1 1/2"
ELEVATION82'-5 1/2"
ELEVATION83'-1 1/2"
ELEVATION82'-5 1/2"
R18R18 R18
R18 R18 R18
R18
BELOW
BELOW
A-5031
A-5031
A-5031
A-5031
A-5031
1. HP = HIGH POINTS.2. NOTED ROOF ELEVATIONS ARE T.O.
STRUCTURE BELOW EXISTING ROOF SYSTEM OR SPOT ELEVATIONS AND NOT INDICATIVE OF AN ABSOLUTE HEIGHT.
3. ALL ROOF DRAIN BODIES TO BE REMOVED ENTIRELY AND REPLACED, UNLESS OTHERWISE NOTED.
ROOF PLAN NOTES
dem
mon
de
sign
stud
ios
1554
Vin
e St
. #10
0, D
enve
r, CO
802
08t.
303.
394.
3355
f. 3
03.3
20.0
689
ww
w.d
emm
onst
udio
s.ne
t
Des
ign
Plan
ning
Arch
itect
ure
Copyright Notice: This document and the ideasand designs incorporated herin are given in
confidence abd shall be used only pursuant tothe agreement with Demmon Design Studios
No other use, dissemination or duplication may bemade without prior written consent of Demmon
Design Studios. All common law rights ofcopyright are hereby specifically reserved.
prof
essio
nal s
eal
cons
ultan
t
REVISIONS:
DRAWN BY: CHECKED BY:
DATE:
PHASE:
JOB NUMBER:
DRAWING TITLE:
DRAWING NUMBER:
COLO
RADO
STA
TEUN
IVER
SITY
- PU
EBLO
REPL
ACE
ROO
F AN
D EX
TERI
OR
STAI
RS -
TWO
BUI
LDIN
GS
Proj
ect N
o.: 2
018-
046M
17
2200
BO
NFO
RTE
BOUL
EVAR
DPU
EBLO
, CO
810
01
ROOF PLAN
A-102
KD CD
2018-0202
CD
1709
3/32" = 1'-0"1 ROOF PLAN
NUMBER PLAN KEYNOTES
R1 ROOF DRAIN, OVERFLOW ROOF DRAIN AT DOUBLE (RE: DETAILS 3 & 4 / A-502R2 THRU WALL SCUPPERR3 (E) VENT PIPE (RE: DETAIL 2 / A-502)R4 (E) EXHAUST PIPE (RE: DETAIL 2 / A-502)R5 EXPANSION JOINTR6 VERTICAL EXPANSION JOINT AT WALL INTERSECTIONR7 (E) ROOF MOUNTED LIGHT FIXTURE - REUSER8 (E) EXPOSED CONDUIT - TO REMAINR9 (E) CONCRETE BALLAST AND GAURDRAIL - REUSER10 (E) CONCRETE CURBR11 (E) COOLING TOWERR12 (E) ROOF LADDERR13 (E) VENT HOOD (RE: DETAIL 16 / A-502)R14 (E) ROOF HATCH (RE: DETAIL 16 / A-502)R15 NON-TAPERED INSULATION ON (E) 1/4" / FOOT SLOPED STEEL ROOF DECKR16 1/8" / FOOT SLOPED TAPERED INSULATION REQUIRED ON (E) 1/8" / FOOT
SLOPED NORMAL WEIGHT CONCRETE ROOF DECKR17 1/4" / FOOT TAPERED INSULATION REQUIRED ON (E) NORMAL WEIGHT
CONCRETE DECKR18 1/2" / FOOT SLOPED CRICKETR19 CUT PARAPET TO ADD ROOF SCUPPER (RE: DETAIL X/A-502)R20 COLLECTOR AND DOWNSPOUT TO CONCRETE SPLASH BLOCK
LEVEL 124' - 9"
LEVEL 243' - 1"
STAIR LANDING 133' - 4"
2734
STAIR LANDING 236' - 3"
(E) PRECAST CONCRETE WALL OF HOAG HALL MUSIC BUILDING
1A-301
CONCRETE COLUMN (RE: STRUCTURAL)
8' - 7
"2'
- 11"
6' - 1
0"
A-3016 A-301
5
A-3017
6' - 8
" MI
N.
4"H CONCRETE PLYNTH
2' - 4"7' - 6"
2' - 0
"
(E) CONCRETE WALL
NOTE: REFERENCE RAILING PLANS AND ELEVATIONS FOR SPACING / LAYOUT. SECTION VIEWS ARE NOT ALL PERPENDICULAR TO RAILS.
LEVEL 124' - 9"
LEVEL 243' - 1"
STAIR LANDING 133' - 4"
AAFF
STAIR LANDING 236' - 3"
NOTE: REFERENCE RAILING PLANS AND ELEVATIONS FOR SPACING / LAYOUT. SECTION VIEWS ARE NOT ALL PERPENDICULAR TO RAILS.
A-3016
15 E
QUAL
RIS
ERS
8' - 7
"
5 EQU
AL R
ISER
S
2' - 1
1"
12 E
Q UAL
RIS
ERS
6' - 1
0"
(E) PLAZA
(E) CONCRETE WALL, BEYOND
(E) CONCRETE WALL
(E) BUILDING WALL
CONCRETE COLUMN (RE: STRUCTURAL)
STEEL STAIRS
(E) PRECAST CONCRETE WALL PANEL, BEYOND
LEVEL 124' - 9"
LEVEL 243' - 1"
STAIR LANDING 133' - 4"
2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 0"
GL-2, SHOWN AS PATTERNED
GL-1, NO PATTERN
PANELS NOT PARALLEL TO ELEVATION, ON INSIDE 'RADIUS'
8' - 7
"
123456789
GL-2
GL-1
GL-1
GL-2
GL-2
GL-2
GL-1
STEEL STRINGER
LEVEL 124' - 9"
LEVEL 243' - 1"
STAIR LANDING 133' - 4"
STAIR LANDING 236' - 3"
6' - 1
0"2'
- 11"
8' - 7
"
1' - 1 1/2" 2' - 0" 2' - 0" 1' - 0"
101112131415 9
PANELS NOT PARALLEL TO ELEVATION ON INSIDE 'RADIUS'
GL-1GL-2
GL-2
GL-2GL-1GL-2
STEEL STRINGER
LEVEL 124' - 9"
LEVEL 243' - 1"
STAIR LANDING 236' - 3"
6' - 1
0"1' - 0 1/4"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"
19202122232425 18 17 16
GLASS PANELS NOT PARALLEL TO ELEVATION ON INSIDE 'RADIUS'
2627
PANELS GL-1) NOT PARALLEL TO ELEVATION ON INSIDE 'RADIUS'
GL-2 GL-2
GL-2
GL-2
GL-2
GL-1
GL-1
GL-1
GL-2
STEEL STRINGER
CONCRETE COLUMN (RE: STRUCTURAL)
LEVEL 124' - 9"
LEVEL 243' - 1"
2' - 0"2' - 0"
282930 27
PANELS NOT PARALLEL TO ELEVATION ON OUTSIDE 'RADIUS'
EDGE OF EXISTING ROOF GARDEN WALL
3
A-501
Sim
GL-2GL-1 GL-2 GL-1
STEEL STRINGER
LEVEL 124' - 9"
LEVEL 243' - 1"
STAIR LANDING 133' - 4"
8' - 7
"
PANELS NOT PARALLEL TO ELEVATION ON OUTSIDE 'RADIUS'
2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"
31 32 33 34 35 36 37 38 39 40 41 42
GL-2
GL-2
GL-2
GL-2
GL-2 GL-2GL-1GL-1 GL-1 GL-2
GL-1
GL-1
STEEL STRINGER
NOTE:GL-1 = ALUMINUM PANEL 1 (1/2" HOLES) - OR - ADD ALTERNATE #1 GLASS 1 (CLEAR)GL-2 = ALUMINUM PANEL 2 (3/4" HOLES) - OR - ADD ALTERNATE #1 GLASS 2 (BLUE), SHOWN AS PATTERNED
LEVEL 124' - 9"
LEVEL 243' - 1"
STAIR LANDING 133' - 4"
STAIR LANDING 236' - 3"
1' - 0" 1' - 11"
3' - 0
" 1-1/2" STAINLESS STEEL HANDRAIL AND BRACKET
EXISTING CONCRETE WALL
HANDRAIL BRACKET, TYPICAL
3' - 0
"
LEVEL 124' - 9"
LEVEL 243' - 1"
STAIR LANDING 236' - 3"
1' - 11"
1-1/2" STAINLESS STEEL HANDRAIL AND BRACKET
1' - 0"
2' - 0"2' - 0"
43 44
3' - 0
"
CONTINUOUS HANDRAIL, TURNS AND WRAPS BACK BEHIND PANEL GUARDRAIL
GL-2
GL-2
HANDRAIL BRACKETS, TYPICAL
10' - 1"
dem
mon
de
sign
stud
ios
1554
Vin
e St
. #10
0, D
enve
r, CO
802
08t.
303.
394.
3355
f. 3
03.3
20.0
689
ww
w.d
emm
onst
udio
s.ne
t
Des
ign
Plan
ning
Arch
itect
ure
Copyright Notice: This document and the ideasand designs incorporated herin are given in
confidence abd shall be used only pursuant tothe agreement with Demmon Design Studios
No other use, dissemination or duplication may bemade without prior written consent of Demmon
Design Studios. All common law rights ofcopyright are hereby specifically reserved.
prof
essio
nal s
eal
cons
ultan
t
REVISIONS:
DRAWN BY: CHECKED BY:
DATE:
PHASE:
JOB NUMBER:
DRAWING TITLE:
DRAWING NUMBER:
COLO
RADO
STA
TEUN
IVER
SITY
- PU
EBLO
REPL
ACE
ROO
F AN
D EX
TERI
OR
STAI
RS -
TWO
BUI
LDIN
GS
Proj
ect N
o.: 2
018-
046M
17
2200
BO
NFO
RTE
BOUL
EVAR
DPU
EBLO
, CO
810
01
STAIR SECTIONSAND ELEVATIONS
A-301
KD CD
2018-0202
CD
1709
1/4" = 1'-0"2 STAIR SECTION 2 1/4" = 1'-0"1 STAIR SECTION 1
1/4" = 1'-0"3 RAIL ELEV, LVL1 - LDNG 1 1/4" = 1'-0"4 RAIL ELEV, LDNG 1 - 2
1/4" = 1'-0"5 RAIL ELEV, LDNG 2 - LVL2 1/4" = 1'-0"6 RAIL ELEV, LDNG 2
1/4" = 1'-0"7 RAIL ELEV 2, LVL 1 - LDNG 1 1/4" = 1'-0"8 RAIL ELEV, RUN 2 1/4" = 1'-0"9 RAIL ELEV, RUN 3 - LVL 2
ALUMINUM STAIR TREAD
ALUMINUM RISER, WELD TOP AND BOTTOM TO TREADS
GALVANIZED STEEL STRINGER AND SUPPORT (RE: STRUCTURAL)
GALVANIZED STEEL RAIL VERTICAL, BEYOND
7" M
AX
11" (MIN)
RE: SECTION 1/A-301 FOR LANDING HEIGHTS
1/2"
GALVANIZED HSS STEEL (RE: STRUCTURAL)
EXISTING CONCRETE BUILDING WALL
ALUMINUM GRATE LANDING
GALVANIZED CORRUGATED 20 GAUGE DECKING. SLOPE TO DRAIN @ 1/8" / FT
1" X 1" X 1/8" GALVANIZED ANGLE (3) SIDES. ATTACH WITH #6 SST TEK SCREWS @ 16" O.C.
PANEL, TYPICAL
STAINLESS STEEL STANDOFF, TYPICAL
1 1/2" X 3" GALVANIZED STEEL GUARDRAIL, TYPICAL
ALIGN VERTICAL WITH NOSE OF STAIR TREAD
UP
3"1 1
/2"3"
1 1/2" X 1 1/2" GALVANIZED STEEL GUARDRAIL, TYPICAL
POSTED MOUNTED HANDRAIL BRACKET, MOUNT TO VERTICAL
HANDRAIL
LANDING
STAINLESS STEEL STANDOFF, TYPICAL
3"1/2
"1/4"
8"3"
3' - 3
"
1-1/2" X 3" X CONTINUOUS GALVANIZED STEEL RAIL
1-1/2" STAINLESS STEEL HANDRAIL
3"
1-1/2" GALVANIZED STEEL GUARDRAIL, TYPICAL
STAINLESS STEEL STANDOFF, TYPICAL
ALUMINUM PANEL (GLASS PANEL = ADD ALT #1)ALUMINUM PANEL (GLASS PANEL = ADD ALT #1), BEYONDALUMINUM GRATE LANDING
STAINLESS STEEL STANDOFF, TYPICAL
4" X 12" GALVANIZED STEEL STRUCTURE (RE: STRUCTURAL)GALVANIZED STEEL STRUCTURE
4
A-501
SIM
NOTE: ALL PANELS ARE GL-1, UNLESS OTHERWISE NOTED. PATTERN ON PANELS INDICATES GL-2
3' - 0
"
EQEQ
BRUSHED STAINLESS STEEL, POST MOUNTED HAND RAIL BRACKET . MOUNT TO VERTICAL POST, TYPICAL.
28DASHED LINE INDICATES OUTSIDE EDGE OF GUARDRAIL HORIZONTAL ABOVE
STAIR RAIL VERTICAL, WELD FLUSH WITH OUTSIDE FACE OF STRINGER, TYPICAL (RE: RAILING PLAN FOR LOCATION)
REFER TO RAILING ELEVATIONS FOR PANEL TYPE
RAILING HORIZONTAL, STRAIGHT SECTION BETWEEN VERTICALS
CURVED CONTINUOUS HANDRAIL, TYPICAL (DO NOT SEGMENT CURVES WITH STRAIGHT SECTIONS)
OPEN TO BELOW
3" 3"1' - 9"
3" 3"
SPACE BETWEEN GLASS PANELS TO BE 1-1/2", TYPICAL
SEGMENTED STRINGER BELOW
33
11"
3"3"
3"3"
3"
11"
3"
OPEN TO BELOW
REFER TO RAILING ELEVATIONS FOR PANEL TYPE
OUTSIDE EDGE OF GUARDRAIL HORIZONTAL ABOVE
CURVED CONTINUOUS HANDRAIL, TYPICAL (DO NOT SEGMENT)
RAILING HORIZONTAL, STRAIGHT SECTION BETWEEN VERTICALS
LANDING BELOW
26
27
28
25
DD
3"
11"
3"
3"
3"
10 1/2"
3"
11"
1 1/2" 3"
3"
3"
OPEN TO BELOW
LANDINGBELOW
DOWN
CURVED CONTINUOUS HANDRAIL, TYPICAL (DO NOT FRAGMENT)
GUARDRAIL VERTICAL, TYPICAL
STAINLESS STEEL STANDOFF, TYPICAL
DASHED LINE INDICATES OUTSIDE EDGE OF GUARDRAIL HORIZONTAL ABOVE
SEGMENTED STRINGER BELOW
TWO SECTIONS WELDED GUARDRAIL VERTICAL TO MATCH ANGLE OF STRINGER
10 1/
2"
3"3"
78
9
10
FF
29
ALIGN
ED
(TYPICAL)
OPEN TO BELOW
3"
4"
1' - 0"3"
1 1/2"3"
3"
3"3"
1' - 0
"
1' - 0"
3" 3"
11"
1' - 0"
3"
3"
1"
3"
3"
STAINLESS STEEL STANDOFF, TYPICAL
REFER TO RAILING ELEVATIONS FOR PANEL TYPE, ALUMINUM = BASE BID (GLASS PANEL = ADD ALT #1)
CURVED CONTINUOUS HANDRAIL, TYPICAL (DO NOT SEGMENT)
LANDING BELOW
BRUSHED STAINLESS STEEL, WALL MOUNTED HAND RAIL BRACKET
SECTIONELEVATIONREMOVE EXPOSED AGGREGATE BEHIND BASE PLATE AND SET PLATE PLUMB IN NON-SHRINK GROUT.
1-1/2" STAINLESS STEEL HANDRAIL
PANEL ORIENTATION AT LANDING PANEL ORIENTATION AT RISERS
EQUAL HEIGHT BLANK MARGIN AT TOP AND BOTTOM OF PANEL
CUT EDGES AT BOTH SIDES (VERTICAL) OF PANEL, NO MARGIN
NOTE: HOLE PATTERN CONTINUOUS OVER PANEL
EQUAL HEIGHT BLANK MARGIN AT TOP AND BOTTOM OF PANEL
ALUMINUM PANEL (GL-1 OR GL-2), RE: ELEVATIONS
dem
mon
de
sign
stud
ios
1554
Vin
e St
. #10
0, D
enve
r, CO
802
08t.
303.
394.
3355
f. 3
03.3
20.0
689
ww
w.d
emm
onst
udio
s.ne
t
Des
ign
Plan
ning
Arch
itect
ure
Copyright Notice: This document and the ideasand designs incorporated herin are given in
confidence abd shall be used only pursuant tothe agreement with Demmon Design Studios
No other use, dissemination or duplication may bemade without prior written consent of Demmon
Design Studios. All common law rights ofcopyright are hereby specifically reserved.
prof
essio
nal s
eal
cons
ultan
t
REVISIONS:
DRAWN BY: CHECKED BY:
DATE:
PHASE:
JOB NUMBER:
DRAWING TITLE:
DRAWING NUMBER:
COLO
RADO
STA
TEUN
IVER
SITY
- PU
EBLO
REPL
ACE
ROO
F AN
D EX
TERI
OR
STAI
RS -
TWO
BUI
LDIN
GS
Proj
ect N
o.: 2
018-
046M
17
2200
BO
NFO
RTE
BOUL
EVAR
DPU
EBLO
, CO
810
01
STAIR DETAILS
A-501
KD CD
2018-0202
CD
1709
1 1/2" = 1'-0"1 TREAD DETAIL, TYPICAL
1 1/2" = 1'-0"2 LANDING DRAINAGE PAN, TYPICAL
1 1/2" = 1'-0"4 RAILING PLAN DETAIL 1 1/2" = 1'-0"3 GLASS GUARDRAIL AT STAIR, TYPICAL
1 1/2" = 1'-0"5 ENLARGED RAIL PLAN DETAIL 1
1 1/2" = 1'-0"8 ENLARGED RAIL PLAN DETAIL 4
1 1/2" = 1'-0"6 ENLARGED RAIL PLAN DETAIL 2 1 1/2" = 1'-0"7 ENLARGED RAIL PLAN DETAIL 3
1 1/2" = 1'-0"9 RAIL MOUNTING DETAIL 1 1/2" = 1'-0"10 ALUMINUM PANEL CUT ELEVATION
ROLL LEAD FLASHING DOWN 1" MINIMUM INTO PIPEPLUMBING VENTLEAD FLASHING SET IN ROOFING CEMENTLAP SEALANT
LAP SEALANT
TAPERED INSULATION
CURED TPO FLASHING
SPLICING CEMENT4"
10"
(E) CAST IN PLACE CONCRETE
DRAWBAND
PLUMBING VENT
PIPE BOOT
ADHESIVE
TAPERED INSULATION
(E) CAST IN PLACE CONCRETE
SEALANT
SELANT BETWEEN PIPE AND PREMANUFACTURED MEMBRANE FLASHING BOOT
SEALANT AS REQUIRED BY SYSTEM
CLAMPING RING
TPO ROOFING MEMBRANE
ADHESIVE
TAPERED INSULATION
(E) DRAIN PIPING
SET ROOF DRAIN INLET 2" ABOVE SUMP FOR PRIMARY ROOF DRAIN
CLAMPING RING
TPO ROOFING MEMBRANE
ADHESIVE
TAPERED INSULATION(E) CAST IN PLACE CONCRETE
(E) DRAIN PIPE
TERMINATION BARADHESIVE
FASTENER6" MIN TPO ROOF SYSTEM
OVER (E) CONCRETE DECK
(E) CAST IN PLACE CONCRETE WALL
(E) CAST IN PLACE CONCRETE
SEALANT
(E) ROOF HATCH
FOLD AND SECURE MEMBRANE IN FLANGE
(E) BLOCKING
ROUGH CARPENTRY, 2 X 4
TPO ROOF SYSTEM OVER EXISTING METAL DECK
(E) METAL DECK
(E) STEEL STRUCTURE
EXTEND ROOF MEMBRANE COMPLETELY OVER PARAPET
FULLY ADHERED TPO ROOF SYSTEM
(E) CAST IN PLACE CONCRETE
CANT STRIP
DRIP EDGE FLASHING, SCREW ATTACH @ 12" O.C.
(E) WOOD BLOCKING
(E) PRECAST CONCRETE PANEL
FULLY ADHERED TPO MEMBRANE
(E) CAST-IN-PLACE NORMAL WEIGHT CONCRETE
COVER BOARD
ROOF INSULATION ADHERED TO CONCRETE
COVER BOARD
FULLY ADHERED TPO MEMBRANE
ADHERED ROOF INSULATION
(E) STEEL DECK
1"
FULLY ADHERED TPO ROOFING SYSTEM, EXTEND MEMBRANE OVER ENTIRE WIDTH OF PARAPET
(E) CONCRETE SLAB
(E) 6" METAL STUD FRAMING
(E) MARBLECRETE
(E) 3/4" EXTERIOR GRADE PLYWOOD
DRIP EDGE FLASHING, SCREW ATTACH @ 12" O.C.
(E) 2X WOOD BLOCKING
DRIP EDGE CLEAT, NAIL @ 8" O.C.
CANT STRIP
FULLY ADHERED TPO ROOFING SYSTEM
(E) CONCRETE SLAB
(E) METAL STUD FRAMING
(E) MARBLECRETE
1' - 2
"
3/4" PRESSURE TREATED PLYWOOD
SEALANT
REMO
VE (E
) MAR
BLEC
RETE TERMINATION FLASHING
TPO
1"
FULLY ADHERED TPO ROOFING SYSTEM, EXTEND MEMBRANE OVER ENTIRE WIDTH OF PARAPET
(E) CONCRETE SLAB
(E) METAL STUD FRAMING
(E) 1/4" CEMENT ASB BOARD
(E) 3/4" EXTERIOR GRADE PLYWOOD
DRIP EDGE FLASHING, SCREW ATTACH @ 12" O.C.
(E) 2X WOOD BLOCKING
DRIP EDGE CLEAT, NAIL @ 8" O.C.
CANT STRIP
FULLY ADHERED TPO ROOFING SYSTEM (E) CONCRETE CURB
(E) METAL STUD FRAMING
(E) MARBLECRETE
3/4" PRESSURE TREATED PLYWOOD
SEALANT
TERMINATION FLASHINGTPO
REMO
VE (E
) MAR
BLEC
RETE
DASHED LINE REPRESENTS (E) MARBLECRETE TO BE REMOVED
(E) STEEL ANGLES
(E) CONCRETE SLAB
4" BATT INSULATION
20 GA. "L" METAL, ATTACH TO DECK @ 12"O.C.
(E) LOUVERS, BEYOND
1' - 1
1/2"
EXTEND ROOF MEMBRANE COMPLETELY OVER PARAPET
FULLY ADHERED TPO ROOF SYSTEM
(E) STEEL DECK
(E) WOOD BLOCKING
SHEET METAL COPING, SCREW FASTENED @ 12" O.C.
8 1/2"
- 1'-4
1/2"
VARI
ES
2 1/2"
TYP
(E) CONCRETE WALLADHERED ROOF INSULATION
CANT STRIP
EXTEND ROOF MEMBRANE COMPLETELY OVER PARAPET
FULLY ADHERED TPO ROOF SYSTEM
(E) STEEL DECK
(E) WOOD BLOCKING
SHEET METAL COPING, SCREW FASTENED @ 12" O.C.
2 1/2"
TYP
(E) CONCRETE WALL
ADHERED ROOF INSULATION
8" -
1'-7"
VARI
ES
ROUGH CARPENTRY BLOCKING, CANT STRIP
TAPERED INSULATION, NORTH AND SOUTH
FULLY ADHERED TPO ROOFING SYSTEM
(E) CONCRETE SLAB
SEALANT
(E) STEEL ANGLE
(E) 2X10 WOOD BLOCKING
TERMINATION BAR
3" FOAM ROD
(E) MARBLECRETE
INSULATION FULLY ADHERED TO CONCRETE
COVER BOARD(E) METAL STUD FRAMING
(E) MARBLECRETE
SHEET METAL WALL CAP
(E) 2X WOOD BLOCKING
DRIP EDGE CLEAT, NAIL @ 8" O.C.
(E) 1/4" CEMENT ASB BOARD
ADD BLOCKING AS REQUIRED
ALIGN WITH ADJACENT ROOF EDGE FLASHING
SCREW ATTACH @ 12" O.C.
dem
mon
de
sign
stud
ios
1554
Vin
e St
. #10
0, D
enve
r, CO
802
08t.
303.
394.
3355
f. 3
03.3
20.0
689
ww
w.d
emm
onst
udio
s.ne
t
Des
ign
Plan
ning
Arch
itect
ure
Copyright Notice: This document and the ideasand designs incorporated herin are given in
confidence abd shall be used only pursuant tothe agreement with Demmon Design Studios
No other use, dissemination or duplication may bemade without prior written consent of Demmon
Design Studios. All common law rights ofcopyright are hereby specifically reserved.
prof
essio
nal s
eal
cons
ultan
t
REVISIONS:
DRAWN BY: CHECKED BY:
DATE:
PHASE:
JOB NUMBER:
DRAWING TITLE:
DRAWING NUMBER:
COLO
RADO
STA
TEUN
IVER
SITY
- PU
EBLO
REPL
ACE
ROO
F AN
D EX
TERI
OR
STAI
RS -
TWO
BUI
LDIN
GS
Proj
ect N
o.: 2
018-
046M
17
2200
BO
NFO
RTE
BOUL
EVAR
DPU
EBLO
, CO
810
01
ROOF DETAILS
A-502
DDS CD
2018-0202
CD
1709
1 1/2" = 1'-0"2 ROOF PENETRATION (OPTIONS) 1 1/2" = 1'-0"3 ROOF DRAIN, PRIMARY
1 1/2" = 1'-0"4 ROOF DRAIN, OVERFLOW
1 1/2" = 1'-0"5 ROOF TO EXISTING WALL
1 1/2" = 1'-0"16 ROOF HATCH
1 1/2" = 1'-0"6 PARAPET FLASHING 1
1 1/2" = 1'-0"1TPO ROOFING SYSTEM AT (E)CONCRETE DECK
1 1/2" = 1'-0"13TPO ROOF ASSEMBLY AT (E) STEELDECK
3" = 1'-0"9 PARAPET FLASHING 3 3" = 1'-0"11 PENTHOUSE AND HIGH ROOF
3" = 1'-0"10 PARAPET FLASHING 4 3" = 1'-0"12 SECTION DETAIL
1 1/2" = 1'-0"15 PARAPET FLASHING 6 1 1/2" = 1'-0"14 PARAPET FLASHING 5
3" = 1'-0"8 SECTION AT ROOF EXPANSION JOINT
3" = 1'-0"7 PARAPET FLASHING 2
VERIFY IN FIELD
1' - 0"
CAP END OF PARAPET CAP
CAP END OF PARAPET CAP
PRECAST CAP AT PRECAST CONCRETE
15
A-502
Sim
15
A-502
Sim
ROOF
2
A-503
Sim
EXTEND ROOF MEMBRANE COMPLETELY OVER
FULLY ADHERED TPO ROOF SYSTEM
(E) STEEL DECK
(E) WOOD BLOCKING
SHEET METAL COPING, SCREW FASTENED @ 12" O.C.
(E) CONCRETE WALL, BEYOND
ADHERED ROOF INSULATION
ALIGN B.O. FLASHING WITH FLASHING OF PARAPET BEYOND
(E) STEEL CONNECTION PLATE
ALIGN T.O. FLASHING WITH FLASHING OF PARAPET BEYONDDRIP EDGE STYLE FLASHING, MATCH FRONT PROFILE WITH ADJACENT PARAPETS
(E) METAL STUD FRAMING
(E) MARBLECRETE
PARAPET BEYOND
(E) 2X WOOD BLOCKING
SCUPPER
FULLY ADHERED TPO MEMBRANE
(E) STEEL DECK
(E) STEEL JOISTS
INSULATION
dem
mon
de
sign
stud
ios
1554
Vin
e St
. #10
0, D
enve
r, CO
802
08t.
303.
394.
3355
f. 3
03.3
20.0
689
ww
w.d
emm
onst
udio
s.ne
t
Des
ign
Plan
ning
Arch
itect
ure
Copyright Notice: This document and the ideasand designs incorporated herin are given in
confidence abd shall be used only pursuant tothe agreement with Demmon Design Studios
No other use, dissemination or duplication may bemade without prior written consent of Demmon
Design Studios. All common law rights ofcopyright are hereby specifically reserved.
prof
essio
nal s
eal
cons
ultan
t
REVISIONS:
DRAWN BY: CHECKED BY:
DATE:
PHASE:
JOB NUMBER:
DRAWING TITLE:
DRAWING NUMBER:
COLO
RADO
STA
TEUN
IVER
SITY
- PU
EBLO
REPL
ACE
ROO
F AN
D EX
TERI
OR
STAI
RS -
TWO
BUI
LDIN
GS
Proj
ect N
o.: 2
018-
046M
17
2200
BO
NFO
RTE
BOUL
EVAR
DPU
EBLO
, CO
810
01
ROOF DETAILS
A-503
KD CD
2018-0202
CD
1709
1 1/2" = 1'-0"1 ENLARGED PARAPET CORNER PLAN 1 1/2" = 1'-0"2 PARAPET FLASHING AT CORNER
3" = 1'-0"3 SCUPPER DETAIL
STAIR FRAMING PLAN
E
S N
W27
AA
FF
34
DIMENSIONED PLAN
E
S N
W
27
AA
FF
34
S1
STAIR PLANS-
SECTIONS
17.152
December 18, 2017
C 2017
Project:
Date:
Revision:
ENG
INEE
RIN
G, L
LCV
ALE
NT
INE
415
N. G
reen
woo
d St
reet
, Sui
te G
Pueb
lo, C
olor
ado
810
03
(71
9) 5
42-9
230
w
ww
.Val
entin
eEng
inee
ring.
com
Col
orad
o St
ate
Uni
vers
ity -
Pue
blo
Art /
Mus
ic E
xter
ior S
tair
2200
Bon
forte
Blv
d.Pu
eblo
, CO
810
01Pr
ojec
t No.
2018
-046
M17
S2
DETAILS-
GENERAL NOTES
17.152
December 18, 2017
C 2017
Project:
Date:
Revision:
ENG
INEE
RIN
G, L
LCV
ALE
NT
INE
415
N. G
reen
woo
d St
reet
, Sui
te G
Pueb
lo, C
olor
ado
810
03
(71
9) 5
42-9
230
w
ww
.Val
entin
eEng
inee
ring.
com
GENERAL NOTES
Col
orad
o St
ate
Uni
vers
ity -
Pue
blo
Art /
Mus
ic E
xter
ior S
tair
2200
Bon
forte
Blv
d.Pu
eblo
, CO
810
01Pr
ojec
t No.
2018
-046
M17
1. This project is designed in accordance with the International Building Code (IBC) 2015 Edition.2. Live Loads: A. Stair . . . . . . . . . 100 psf3. Pier (Caisson) Foundations: A. The structure shall be partially founded on drilled piers (caissons), with the following capacities: 1. Maximum end bearing pressure . . . . . . . . . . 45,000 psf 2. Maximum side shear pressure . . . . . . . . . . . 3,500 psf The piers shall penetrate bedrock a minimum of 3'-0", and shall have a minimum total length of 20'-0". B. Provide 8" void beneath grade beam. C. Pier reinforcing cage shall be held in place using shaft spacers. Spacers shall be non-corrosive support and positioning devices. D. Concrete shall not free-fall more than 8'-0" into pier holes. E. Pier length for bid purposes shall be 25'-0".5. Micropiles: A. The structure shall be partially founded on Micropiles. Micropiles shall be designed by Contractor's representative. The piles shall penetrate bedrock a minimum of 10'-0", and shall have a minimum total length of 20'-0". B. Pile length for bid purposes shall be 30'-0". C. Micropile design and construction shall be as per the IBC, section 1810. Piles shall be designed by an engineer registered in the state of Colorado. Prior to installation, contractor shall submit two (2) stamped and signed copies of pile calculations and layout plan. D. Performance: Required settlement performance under working loads as follows: maximum total settlement = 1/2", maximum differential settlement = 1/4", maximum horizontal and vertical movement of battered piles = 1/2". Maximum lateral movement under working downward load = 1/2". Required design life without repair or maintenance = 100 years. D. Plumbness: Hole and steel projecting from ground shall be plumb to within 1/4" in 10'-0". F. Verification Tests: Prior to constructing production micropiles, install and test one tension verification micropile. Construct within the footprint of the addition. Location of verification pile shall be at least ten feet clear of permanent micropiles, existing foundations and utilities. Test the pile to 150% of maximum design load indicated on drawings. Test report shall be submitted for verification pile: include date completed, weather condition, pile length, pile size, volume of grout intake, time of drilling and time to grout the pile. G. Inspection: Each micropile must be inspected by the Owner's Geotechnical Engineer before placing grout, unless a hollow bar simultaneous drilling and grouting procedure is used.5. Concrete: A. Concrete has been designed and shall be constructed in accordance with the American Concrete Institute "Building Code Requirements for Structural Concrete" (ACI 318). All concrete shall be of stone aggregate, unless noted otherwise. Minimum 28 day compressive strength shall be: (1) Foundation concrete shall be made with cement that meets ASTM C150 Type II, 20% fly ash (ASTM C618 Class F), maximum water-cement ratio of 0.40 and a minimum 28 day compressive strength of 4,000 psi. Fly ash content can be reduced to 15% for placement in cold weather provided water-cement ratio of 0.40 is maintained. (2) Slabs: . . . . . . . . . . . . . . . 4000 psi B. Reinforcing shall be new billet steel ASTM A615, grade 60, except stirrups, ties and bars to be welded shall be grade 40. Provide corner bars to match all horizontal reinforcing. Provide (2) # 5 around all openings in concrete and extend bars 24" past edges of openings. C. Lap Splices shall be Class B. Use the following lap lengths, U.N.O.: (1) No. 6 bars and smaller: a. 50 bar diameters for 4,000 psi concrete. D. Reinforcing placement: Provide chairs, standees, additional reinforcement, and accessories necessary to support reinforcement at position shown. Support of reinforcement on form ties, brick, or other unacceptable material will not be allowed. E. Minimum concrete cover: (1) Concrete cast against and permanently exposed to earth . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 inches (2) Concrete exposed to earth or weather: a. # 6 bar and larger . . . . . . . . . . . . . . . . . . . 2 inches b. # 5 bar and smaller . . . . . . . . . . . . . . . . . . 1.5 inches (3) Concrete not exposed to earth or weather: a. # 11 bar and smaller . . . . . . . . . . . . . . . . . . 3/4 inches F. Anchor rods (Anchor bolts) shall be grade 36, conforming to ASTM F1554, and shall have a minimum concrete embedment of 7" with a 2" hook, unless noted otherwise. G. Exterior slabs/sidewalks shall be 4" thick (minimum) reinforced with 6x6-W1.4xW1.4 w.w.f.6. Steel: A. Structural steel shall be detailed and erected in accordance with the American Institute of Steel Construction Specifications and Code of Standard Practice. Minimum yield strength: 50 ksi for square/rectangular HSS (ASTM A500, GR. C) 50 ksi for wide flange members (ASTM A992) 36 ksi for all other members (ASTM A36) B. AESS: Stair members shall conform to the provisions of AISC's Code of Standard Practice for Steel Buildings and Bridges, Section 10, Architecturally Exposed Structural Steel. C. Connections: (1) Unfactored connection capacities are noted on drawings. Use standard framed beam connections meeting the requirements of the "Manual of Steel Construction-ASD", latest edition. Use 3/4" diameter, A325-N bolts, minimum, snug-tightened; or ASTM F1852 tension-control (TC) bolts. (2) Minimum welds per AISC Specification and AWS D1.1, not less than continuous 3/16" fillet, E70XX electrodes, unless noted otherwise. Welding of reinforcing to embeds shall be done to develop 1.5 times the yield strength of the reinforcing.10. Statement of Special Inspections: A. As per IBC Section 1704: the owner (or owner's agent) shall employ one or more special inspectors to provide inspections during construction on these types of work: 1) Steel construction (1705.2) 2) Concrete construction (1705.3) 3) Cast-in-place deep foundations (1705.8)12. Drawing Coordination: A. Dimensions on these Structural drawings shall be verified with the Architectural drawings and any discrepancy shall be brought to the Architect's attention. B. DRAWINGS SHALL NOT BE SCALED. Written dimensions shall take precedence over scaled measurements. C. Shop drawings shall be prepared and drawn by the fabricator. Copying these drawings for shop drawing use will not be permitted. D. Any and all material substitutions shall be approved by the Structural Engineer prior to construction. E. Valentine Engineering's electronic or digital seal or signature is effective only to that version of this document as originally published by Valentine Engineering. Valentine Engineering is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify validity or applicability of the seal or signature, contact Valentine Engineering.
S3
DETAILS
17.152
December 18, 2017
C 2017
Project:
Date:
Revision:
ENG
INEE
RIN
G, L
LCV
ALE
NT
INE
415
N. G
reen
woo
d St
reet
, Sui
te G
Pueb
lo, C
olor
ado
810
03
(71
9) 5
42-9
230
w
ww
.Val
entin
eEng
inee
ring.
com
Col
orad
o St
ate
Uni
vers
ity -
Pue
blo
Art /
Mus
ic E
xter
ior S
tair
2200
Bon
forte
Blv
d.Pu
eblo
, CO
810
01Pr
ojec
t No.
2018
-046
M17
