ONE HOSPITAL DRIVE, COLUMBIA, MO 65212 A-0.0 COVER SHEET A-1.0 ROOF PLAN A-1.1 ROOF PLAN A-2.0 DETAILS A-2.1 DETAILS SITE PLAN LOCATION MAP AREA OF WORK: N KEY PLAN TYPICAL ROOF CROSS SECTION TYPICAL ROOF CROSS SECTION DETAIL MODIFIED BITUMEN CAP SHEET IN ZERO VOC COLD ADHESIVE 1/2" COVERBOARD IN INSULATION ADHESIVE ACCORDING TO WIND UPLIFT CALCULATIONS EXISTING CONCRETE DECK 1/4" TAPERED POLYISOCYANURATE INSULATION BOARD IN INSULATION ADHESIVE ACCORDING TO WIND UPLIFT CALCULATIONS SCOPE OF WORK NOTES GENERAL NOTES: 1. IT IS THE ROOFING CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH ALL DETAILS INVOLVED IN THE ROOFING CONTRACT. 2. ALL DRAWINGS ARE GRAPHIC REPRESENTATION OF APPROXIMATE LOCATION OF EXISTING AND NEW MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. THE ROOFING CONTRACTOR TO PROTECT ALL ADJACENT SURFACES NOT SCHEDULED FOR WORK AND TO REPAIR ANY DAMAGED AREAS AS A RESULT OF CONTRACTOR WORK AT NO ADDITIONAL COST TO THE OWNER. 4. THE ROOFING CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN WATER TIGHTNESS AND PROVIDE PROTECTION AT ANY/ALL OPENINGS IN THE ROOF LEFT AT THE END OF EACH CONSTRUCTION DAY. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED. 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONDITIONS, AND QUANTITIES. SCOPE OF WORK: ROOF SYSTEM SCOPE OF WORK: 1. TEAR OFF EXISTING ROOF TO DECK 2. CONTRACTOR SHALL IDENTIFY AREAS OF DECK WHICH NEED REPAIR OR REPLACEMENT DURING TEAROFF 3. PRIME EXISTING CONCRETE DECK WITH LOW ODOR ASPLHALT PRIMER 4. INSTALL 1/4” TAPERED POLYISOCYANURATE INSULATION BOARD (R-22 SYSTEM WITH MINIMUM 2" THICKNESS) IN INSULATION ADHESIVE TO DECK ACCORDING TO WIND UPLIFT CALCULATIONS. 5. INSTALL 1/2” SECUROCK COVERBOARD IN INSULATION ADHESIVE ACCORDING TO WIND UPLIFT CALCULATIONS 6. INSTALL MODIFIED BITUMEN BASE SHEET IN ZERO VOC COLD ADHESIVE 7. INSTALL MODIFIED BITUMEN CAP SHEET IN ZERO VOC COLD ADHESIVE 8. INSTALL BASE FLASHING AND CAP FLASHING TO MATCH FIELD 9. COAT ENTIRE ROOF AND FLASHINGS WITH ALUMINUM COATING 10. REFER TO PROJECT SPECIFICATION MANUAL FOR FURTHER INFORMATION 11. ALL DETAILS TO BE INSTALLED IN ACCORDANCE WITH DETAILS ON DRAWINGS INCLUDED WITHIN THIS DRAWING PACKAGE AND IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES GENERAL NOTES NOTES 1. STORE AND HANDLE ROOFING SHEETS IN A DRY, WELL-VENTILATED, WEATHER-TITE PLACE. STORE ROLLS OF FELT AND OTHER SHEET MATERIALS ON RAISED SURFACE. STAND ALL ROLL MATERIALS ON END. COVER ROLL GOODS WITH A CANVAS TARPAULIN OR OTHER BREATHABLE MATERIAL (NOT POLYETHYLENE). 2. DO NOT LEAVE UNUSED MATERIALS ON THE ROOF WHEN ROOFING WORK IS NOT IN PROGRESS UNLESS PROTECTED FROM WEATHER AND OTHER MOISTURE SOURCES. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE ALL MATERIAL AND EQUIPMENT ON THE JOB SITE. IF ANY MATERIAL OR EQUIPMENT IS STORED ON THE ROOF, THE CONTRACTOR MUST MAKE SURE THAT THE INTEGRITY OF THE DECK IS NOT COMPROMISED AT ANY TIME. 4. DO NOT APPLY ROOFING INSULATION OR MEMBRANE TO DAMP DECK SURFACE. 5. FULLY COMPLETE ALL. MODIFIED BITUMINOUS MEMBRANE ROOFING FIELD ASSEMBLY WORK EACH DAY. PHASED CONSTRUCTION WILL NOT BE ACCEPTED. CUSTOMER NOTE: 1. ALL OF MANUFACTURERS' SHOP FABRICATED MATERIAL WILL BE MANUFACTURED TO THE DIMENSIONS SHOWN, UNLESS OTHERWISE NOTED. 2. IT IS ESSENTIAL THAT ANY NECESSARY CHANGES, NOTATIONS OR REQUESTED INFORMATION BE CLEARLY NOTED ON THE SHOP DRAWINGS. 3. NO MATERIAL WILL BE CONSIDERED RELEASED FOR FABRICATION UNTIL ALL PERTINENT INFORMATION (i.e. COLOR, DIMENSIONS, MATERIAL CONFIGURATION) HAS BEEN RECEIVED. 1. WIND SPEED: 120 MPH 2. BUILDING TYPE: ENCLOSED 3. EXPOSURE CATEGORY: B 4. IMPORTANCE CLASS: III 5. IMPORTANCE FACTOR: 1.00 6. DESIGN ROOF HEIGHT: 65.0' 7. TOPOGRAPHY FACTOR: 1.00 8. ROOF SLOPE: 1/4 UNITS PER 12 RESULTING WIND UPLIFT PRESSURES: ZONE 1: 26.0 PSF ZONE 2: 40.7 PSF ZONE 3: 40.7 PSF DESIGN CRITERIA WIND UPLIFT REQUIREMENTS COVERBOARD ADHESIVE INSTRUCTIONS INSULATION BOARD ADHESIVE PATTERN TYPICAL ASCE 7 WIND PRESSURE ZONES 1, 2, & 3 INSULATION BOARD ADHESIVE PATTERN: 12" OC BEADS PER BOARD 4 - 3/4" WIDE ADHESIVE RIBBONS EQUALLY SPACED AT 12" (15.2cm) O.C. (TYP.) ADHESIVE RIBBON ENLARGED FOR CLARITY 4 X 4 BOARD PATTERN DRAWING INDEX MODIFIED BITUMEN BASE SHEET IN ZERO VOC COLD ADHESIVE CRITICAL CARE ADDITION ROOF REPLACEMENT FOR: THE CURATORS OF THE UNIVERSITY OF MISSOURI MEDICAL SCIENCE ADDITION NURSING SCHOOL MEDICAL SCIENCE BLDG. SC&E BLDG UNIVERSITY HOSPITAL CRITICAL CARE ADDITION PATIENT CARE TOWER SAME DAY SURGERY AND MASON EYE INSTITUTE PARKING GARAGE MCHANEY HALL HOSPITAL LOBBY AND CONCOURSE FENCED STAGING AREA LIMITS ALUMINUM COATING MAINTAIN EXITS ACCESS PATH AND LIMITS - NO CRANE - REGULAR CONSTRUCTION TRAFFIC ONLY - COORDINATE WITH OWNER'S REPRESENTATIVE REMOVE, PROTECT, REINSTALL LIGHT STANDARD PROTECT AIR INTAKE FROM FUMES RELATED TO CONSTRUCTION EQUIPMENT GEOTEXTILE FABRIC AND ROCK IN STAGING AREA WILL NEED TO BE COORDINATED WITH OWNER'S REPRESENTATIVE DWG BY: CHK BY: DATE: PROJECT NO: PROJECT NUMBER: REVISION: PROJECT REP: SHEET: OF UNIVERSITY OF MISSOURI - CAMPUS FACILITIES PLANNING, DESIGN, & CONSTRUCTION - DESIGN SERVICES THE PROFESSIONAL ARCHITECTS SEAL AND SIGNATURE AFFIXED TO THIS SHEET APPLIES ONLY TO THE MATERIAL AND INFORMATION SHOWN ON THIS SHEET. ALL DRAWINGS, INSTRUMENTS, OR OTHER DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE CONSIDERED PREPARED BY THIS ARCHITECT, AND THIS ARCHITECT EXPRESSLY DISCLAIMS ANY AND ALL RESPONSIBILITY FOR SUCH PLANS, DRAWINGS, OR DOCUMENTS NOT EXHIBITING THIS SEAL. ONE HOSPITAL DRIVE - COLUMBIA, MO 65212 CRITICAL CARE ADDITION - ROOF REPLACEMENT ONE HOSPITAL DRIVE, COLUMBIA, MO 65212 07/09/18 BRS JP 6 CP181001 07/09/18 FOR BID AND CONSTRUCTION 1 A-0.0 COVER SHEET I HEREBY CERTIFY THESE DRAWINGS AND/OR SPECIFICATIONS HAVE BEEN PREPARED BY ME, OR UNDER MY SUPERVISION. I FURTHER CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THESE DRAWINGS AND/OR SPECIFICATIONS ARE AS REQUIRED BY AND IN COMPLIANCE WITH THE BUILDING CODES OF THE UNIVERSITY OF MISSOURI. S LIC. NO. 2013009691 UNIV VE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E ER R R R R RSITY Y Y Y OF MI ISSOURI I. _______ S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SI I IG G GNATURE
5
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DESIGN CRITERIA WIND UPLIFT REQUIREMENTS CRITICAL CARE ADDITION - Campus Facilitiesoperations-webapps.missouri.edu/pdc/adsite/projects... · 2018. 7. 9. · critical care addition
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MODIFIED BITUMEN CAP SHEETIN ZERO VOC COLD ADHESIVE
1/2" COVERBOARD IN INSULATIONADHESIVE ACCORDING TO WIND
UPLIFT CALCULATIONS
EXISTING CONCRETE DECK
1/4" TAPERED POLYISOCYANURATE INSULATIONBOARD IN INSULATION ADHESIVE ACCORDING TOWIND UPLIFT CALCULATIONS
SCOPE OF WORK NOTES
GENERAL NOTES:
1. IT IS THE ROOFING CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH ALL
DETAILS INVOLVED IN THE ROOFING CONTRACT.
2. ALL DRAWINGS ARE GRAPHIC REPRESENTATION OF APPROXIMATE LOCATION OF EXISTING AND
NEW MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
3. THE ROOFING CONTRACTOR TO PROTECT ALL ADJACENT SURFACES NOT SCHEDULED FOR
WORK AND TO REPAIR ANY DAMAGED AREAS AS A RESULT OF CONTRACTOR WORK AT NO
ADDITIONAL COST TO THE OWNER.
4. THE ROOFING CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN WATER TIGHTNESS AND
PROVIDE PROTECTION AT ANY/ALL OPENINGS IN THE ROOF LEFT AT THE END OF EACH
CONSTRUCTION DAY.
5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED.
6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONDITIONS, AND QUANTITIES.
SCOPE OF WORK:
ROOF SYSTEM SCOPE OF WORK:
1. TEAR OFF EXISTING ROOF TO DECK
2. CONTRACTOR SHALL IDENTIFY AREAS OF DECK WHICH NEED REPAIR OR REPLACEMENT
DURING TEAROFF
3. PRIME EXISTING CONCRETE DECK WITH LOW ODOR ASPLHALT PRIMER
4. INSTALL 1/4” TAPERED POLYISOCYANURATE INSULATION BOARD (R-22 SYSTEM WITH
MINIMUM 2" THICKNESS) IN INSULATION ADHESIVE TO DECK ACCORDING TO WIND UPLIFT
CALCULATIONS.
5. INSTALL 1/2” SECUROCK COVERBOARD IN INSULATION ADHESIVE ACCORDING TO WIND
UPLIFT CALCULATIONS
6. INSTALL MODIFIED BITUMEN BASE SHEET IN ZERO VOC COLD ADHESIVE
7. INSTALL MODIFIED BITUMEN CAP SHEET IN ZERO VOC COLD ADHESIVE
8. INSTALL BASE FLASHING AND CAP FLASHING TO MATCH FIELD
9. COAT ENTIRE ROOF AND FLASHINGS WITH ALUMINUM COATING
10. REFER TO PROJECT SPECIFICATION MANUAL FOR FURTHER INFORMATION
11. ALL DETAILS TO BE INSTALLED IN ACCORDANCE WITH DETAILS ON DRAWINGS INCLUDED
WITHIN THIS DRAWING PACKAGE AND IN ACCORDANCE WITH MANUFACTURER'S
GUIDELINES
GENERAL NOTES
NOTES
1. STORE AND HANDLE ROOFING SHEETS IN A DRY, WELL-VENTILATED, WEATHER-TITE PLACE.STORE ROLLS OF FELT AND OTHER SHEET MATERIALS ON RAISED SURFACE. STAND ALL ROLLMATERIALS ON END. COVER ROLL GOODS WITH A CANVAS TARPAULIN OR OTHER BREATHABLEMATERIAL (NOT POLYETHYLENE).
2. DO NOT LEAVE UNUSED MATERIALS ON THE ROOF WHEN ROOFING WORK IS NOT IN PROGRESSUNLESS PROTECTED FROM WEATHER AND OTHER MOISTURE SOURCES.
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE ALL MATERIAL AND EQUIPMENTON THE JOB SITE. IF ANY MATERIAL OR EQUIPMENT IS STORED ON THE ROOF, THECONTRACTOR MUST MAKE SURE THAT THE INTEGRITY OF THE DECK IS NOT COMPROMISED ATANY TIME.
4. DO NOT APPLY ROOFING INSULATION OR MEMBRANE TO DAMP DECK SURFACE.
5. FULLY COMPLETE ALL. MODIFIED BITUMINOUS MEMBRANE ROOFING FIELD ASSEMBLY WORKEACH DAY. PHASED CONSTRUCTION WILL NOT BE ACCEPTED.
CUSTOMER NOTE:
1. ALL OF MANUFACTURERS' SHOP FABRICATED MATERIAL WILL BE MANUFACTURED TO THEDIMENSIONS SHOWN, UNLESS OTHERWISE NOTED.
2. IT IS ESSENTIAL THAT ANY NECESSARY CHANGES, NOTATIONS OR REQUESTEDINFORMATION BE CLEARLY NOTED ON THE SHOP DRAWINGS.
3. NO MATERIAL WILL BE CONSIDERED RELEASED FOR FABRICATION UNTIL ALL PERTINENTINFORMATION (i.e. COLOR, DIMENSIONS, MATERIAL CONFIGURATION) HAS BEEN RECEIVED.
1. WIND SPEED: 120 MPH
2. BUILDING TYPE: ENCLOSED
3. EXPOSURE CATEGORY: B
4. IMPORTANCE CLASS: III
5. IMPORTANCE FACTOR: 1.00
6. DESIGN ROOF HEIGHT: 65.0'
7. TOPOGRAPHY FACTOR: 1.00
8. ROOF SLOPE: 1/4 UNITS PER 12
RESULTING WIND UPLIFT PRESSURES:
ZONE 1: 26.0 PSFZONE 2: 40.7 PSFZONE 3: 40.7 PSF
DESIGN CRITERIA
WIND UPLIFT REQUIREMENTS
COVERBOARD ADHESIVE INSTRUCTIONS
INSULATION BOARD ADHESIVE PATTERN
TYPICAL ASCE 7 WIND PRESSURE ZONES 1, 2, & 3 INSULATION BOARD ADHESIVE PATTERN:12" OC BEADS PER BOARD
MODIFIED BITUMEN BASE SHEETIN ZERO VOC COLD ADHESIVE
CRITICAL CARE ADDITIONROOF REPLACEMENT
FOR: THE CURATORS OF THEUNIVERSITY OF MISSOURI
MEDICALSCIENCEADDITION NURSING
SCHOOL
MEDICALSCIENCE
BLDG.
SC&EBLDG
UNIVERSITYHOSPITAL
CRITICALCARE
ADDITION
PATIENTCARE
TOWER
SAME DAYSURGERY AND
MASON EYEINSTITUTE
PARKINGGARAGE
MCHANEYHALL
HOSPITALLOBBY AND
CONCOURSE
FENCED STAGINGAREA LIMITS
ALUMINUM COATING
MAINTAIN EXITS
ACCESS PATH AND LIMITS - NOCRANE - REGULAR CONSTRUCTIONTRAFFIC ONLY - COORDINATE WITHOWNER'S REPRESENTATIVE
REMOVE, PROTECT,REINSTALL LIGHT
STANDARDPROTECT AIR INTAKEFROM FUMES RELATED
TO CONSTRUCTIONEQUIPMENT
GEOTEXTILE FABRIC AND ROCK INSTAGING AREA WILL NEED TO BECOORDINATED WITH OWNER'SREPRESENTATIVE
DWG
BY:
CHK
BY:
DATE
:PR
OJEC
T NO
:
PROJ
ECT
NUMB
ER:
REVI
SION
:
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URI -
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APPL
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THE
MATE
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AND
INFO
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SHOW
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THI
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ALL
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OR
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6521
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, COL
UMBI
A, M
O 65
212 07/09
/18BR
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1810
01
07/09
/18 F
OR B
ID A
ND C
ONST
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1
A-0.0
COVE
R SH
EET
I HEREBY CERTIFY THESE DRAWINGS AND/ORSPECIFICATIONS HAVE BEEN PREPARED BY ME, ORUNDER MY SUPERVISION. I FURTHER CERTIFY THATTO THE BEST OF MY KNOWLEDGE THESE DRAWINGSAND/OR SPECIFICATIONS ARE AS REQUIRED BY ANDIN COMPLIANCE WITH THE BUILDING CODES OF THEUNIVERSITY OF MISSOURI.
_________________________________S
LIC. NO. 2013009691
UNIVVEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEERRRRRRSITYYYY OF MIISSOURII.
COOLING TOWERS AND ASSOCIATEDPIPING TO BE REMOVED BY OTHERSPRIOR TO START OF ROOFING -CONCRETE PIERS TO REMAIN
6A-2.1
COOLING TOWERS AND ASSOCIATEDPIPING TO BE REMOVED BY OTHERS
PRIOR TO START OF ROOFING -CONCRETE PIERS TO REMAIN
9A-2.00
SCUPPER ANDDOWNSPOUT
6A-2.0
SCUPPER ANDDOWNSPOUT
9A-2.0
HVAC UNITS ONSTEEL POSTS
24'-5
"
26'-3
"
64'-5
"
151'-8"
26'-3
"
63'-10"
35'-4
"
55'-9" 39'-3" 17'-11"
151'-
9"
43'-5"
36'-1
"
44'-5"
6A-2.0
12A-2.0
SIM.
12A-2.0
SIM.
12A-2.0
SIM.
8A-2.1
8A-2.1
3A-2.11
METAL STAIR
WIND PRESSUREZONE DESIGNATION ZONE TYPE
ZONE 1
ZONE 2
ZONE 3
LIGHTNING PROTECTION:CONTRACTOR TO REMOVE EXISTINGLIGHTNING PROTECTION SYSTEM PRIOR TOROOFING WORK AND REINSTALL.CONTRACTOR TO PERFORM CALCULATIONSAND SHOP DRAWINGS AS NECESSARY TOILLUSTRATE THAT THE REINSTALLATION OFLIGHTNING PROTECTION COMPONENTSMEETS 2012 NEC, NFPA 780 AND UL96AGUIDANCE AND SHALL SUBMITPROFESSIONALLY ENGINEERED, SEALEDCERTIFICATIONS AS WELL AS DRAWINGS ANDCALCULATIONS TO THE OWNER'SREPRESENTATIVE.
SYMBOL LEGENDMECH UNIT CURB
ROOF HATCH
EXHAUST FAN
HEAT STACKPLUMBING STACK /
AIR INTAKE
WALKWAY PADS
ARCH. REF.:
ROOF PLANSCALE: 1/8" = 1'-0"
FALL PROTECTION
A-1.0
ROOF
PLA
N
DWG
BY:
CHK
BY:
DATE
:PR
OJEC
T NO
:
PROJ
ECT
NUMB
ER:
REVI
SION
:
PROJ
ECT
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SHEE
T:OF
UNIV
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URI -
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FACI
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SERV
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THE
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SEAL
AND
SIG
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O TH
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HEET
APPL
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ONLY
TO
THE
MATE
RIAL
AND
INFO
RMAT
ION
SHOW
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THI
S SH
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ALL
DRAW
INGS
, INST
RUME
NTS,
OR
OTHE
R DO
CUME
NTS
NOT
EXHI
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SEAL
SHAL
L NOT
BE
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REPA
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BY T
HIS
ARCH
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T, A
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HIS
ARCH
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S AN
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D AL
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PONS
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TY F
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, OR
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MENT
S NO
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TING
THI
S SE
AL.
ONE H
OSPIT
AL D
RIVE
- COL
UMBIA
, MO
6521
2
CRITI
CAL C
ARE A
DDITI
ON - R
OOF R
EPLA
CEME
NTON
E HO
SPIT
AL D
RIVE
, COL
UMBI
A, M
O 65
212 07/09
/18BR
SJP
6CP
1810
01
07/09
/18 F
OR B
ID A
ND C
ONST
RUCT
ION
ROOF DRAIN
MATCH LINE
SEE SHEET A-1.1
MATCH LINE
SEE SHEETA-1.1
NOTE:CONTRACTOR SHALL FIELD VERIFY ALLDIMENSIONS, CONDITIONS, AND QUANTITIES.
LIC. NO. 2013009691
7A-2.0
1A-2.0
1A-2.0
1A-2.0
1A-2.0
2 + 3A-2.0
12A-2.0
13A-2.0
6A-2.0
4A-2.0
4A-2.0
4A-2.0
2 + 3A-2.0
2 + 3A-2.0
4A-2.0
4A-2.0
14A-2.0
5A-2.0
5A-2.0
20
0
0
0
A-2.1
6A-2.1
8A-2.1
7A-2.1
7A-2.1
9A-2.00
55'-9" 39'-3" 17'-11"
44'-7
"
75'-2"46'-4"
39'-5
"
84'-2
"
6A-2.0
6A-2.0
9A-2.0
9A-2.0
12A-2.0
8A-2.1
8A-2.1
8A-2.1
8A-2.1
ARCH. REF.:
ROOF PLANSCALE: 1/8" = 1'-0"
A-1.1
ROOF
PLA
N
DWG
BY:
CHK
BY:
DATE
:PR
OJEC
T NO
:
PROJ
ECT
NUMB
ER:
REVI
SION
:
PROJ
ECT
REP:
SHEE
T:OF
UNIV
ERSI
TY O
F M
ISSO
URI -
CAM
PUS
FACI
LITI
ESPL
ANNI
NG, D
ESIG
N, &
CONS
TRUC
TION
- DES
IGN
SERV
ICES
THE
PROF
ESSI
ONAL
ARC
HITE
CTS
SEAL
AND
SIG
NATU
RE A
FFIX
ED T
O TH
IS S
HEET
APPL
IES
ONLY
TO
THE
MATE
RIAL
AND
INFO
RMAT
ION
SHOW
N ON
THI
S SH
EET.
ALL
DRAW
INGS
, INST
RUME
NTS,
OR
OTHE
R DO
CUME
NTS
NOT
EXHI
BITI
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HIS
SEAL
SHAL
L NOT
BE
CONS
IDER
ED P
REPA
RED
BY T
HIS
ARCH
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T, A
ND T
HIS
ARCH
ITEC
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D AL
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, OR
DOCU
MENT
S NO
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TING
THI
S SE
AL.
ONE H
OSPIT
AL D
RIVE
- COL
UMBIA
, MO
6521
2
CRITI
CAL C
ARE A
DDITI
ON - R
OOF R
EPLA
CEME
NTON
E HO
SPIT
AL D
RIVE
, COL
UMBI
A, M
O 65
212 07/09
/18BR
SJP
6CP
1810
01
07/09
/18 F
OR B
ID A
ND C
ONST
RUCT
ION
WIND PRESSUREZONE DESIGNATION ZONE TYPE
ZONE 1
ZONE 2
ZONE 3
MATCH LINE
SEE SHEET A-1.0
MATCH LINE
SEE SHEET A-1.0
SYMBOL LEGENDMECH UNIT CURB
ROOF HATCH
EXHAUST FAN
HEAT STACKPLUMBING STACK /
AIR INTAKE
WALKWAY PADS
FALL PROTECTION
ROOF DRAIN
LIGHTNING PROTECTION:CONTRACTOR TO REMOVE EXISTINGLIGHTNING PROTECTION SYSTEM PRIOR TOROOFING WORK AND REINSTALL.CONTRACTOR TO PERFORM CALCULATIONSAND SHOP DRAWINGS AS NECESSARY TOILLUSTRATE THAT THE REINSTALLATION OFLIGHTNING PROTECTION COMPONENTSMEETS 2012 NEC, NFPA 780 AND UL96AGUIDANCE AND SHALL SUBMITPROFESSIONALLY ENGINEERED, SEALEDCERTIFICATIONS AS WELL AS DRAWINGS ANDCALCULATIONS TO THE OWNER'SREPRESENTATIVE.
NOTE:CONTRACTOR SHALL FIELD VERIFY ALLDIMENSIONS, CONDITIONS, AND QUANTITIES.
LIC. NO. 2013009691
1A-2.0
TYPICAL FIELD DETAILSCALE: 1 1/2" = 1'-0"
3A-2.0
COPING CAP AT MASONRY WALL DETAILSCALE: 1 1/2" = 1'-0"
12A-2.0
EXHAUST FAN DETAILSCALE: 1 1/2" = 1'-0"
11A-2.0
AIR HANDLING STATION CURB DETAILSCALE: 1 1/2" = 1'-0"
10A-2.0
EQUIPMENT SUPPORT DETAILSCALE: 1 1/2" = 1'-0"
9A-2.0
PLUMBING STACK DETAILSCALE: 1 1/2" = 1'-0"
2A-2.0
WALL FLASHING DETAILSCALE: 1 1/2" = 1'-0"
8A-2.0
SCUPPER THROUGHWALL DETAILSCALE: 1 1/2" = 1'-0"
7A-2.0
ROOF DRAIN AND OVERFLOW SUMPEDSCALE: 1 1/2" = 1'-0"
6A-2.0
DOOR THRESHOLD DETAILSCALE: 1 1/2" = 1'-0"
5A-2.0
EXPANSION JOINT AT THROUGHWALL FLASHING DETAILSCALE: 1 1/2" = 1'-0"
4A-2.0
THROUGHWALL FLASHING DETAILSCALE: 1 1/2" = 1'-0"
6" CONCEALED SPLICE PLATE @ EACHJOINT
COPING COVER X 10'-0"SLOPE PER SPECIFICATION
16 GA. ANCHOR CHAIR
(4) FASTENERS PER ANCHOR CHAIR
SA HIGH TEMP UNDERLAYMENT
MODIFIED BITUMEN CAP FLASHING PLY9" MIN. [228mm] ON FIELD
MODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152mm] ON FIELD
NAIL SA HT UNDERLAYMENT AND PLIESTOGETHER
MODIFIED BITUMEN CAP FLASHING PLY9" MIN. [228mm] ON FIELD
MODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152mm] ON FIELD
TAPERED INSULATION
1/2" COVERBOARD
CANT STRIP
EXISTING CONCRETE DECK
MODIFIED BITUMEN CAP SHEET
MODIFIED BITUMEN BASE SHEET
SEAL ALL GAPS ATPERIMETER WITH FOAM
TERMINATION BAR WITHSEALANT - FASTEN EVERY 8" OC
SEALANT, REFERENCE SPECIFICATION
1/2" COVERBOARD IN INSULATIONADHESIVE ACCORDING TO WIND
UPLIFT CALCULATIONS
EXISTING CONCRETE DECK
1/4" TAPERED POLYISOCYANURATEINSULATION BOARD IN INSULATIONADHESIVE ACCORDING TO WIND UPLIFTCALCULATIONS
MODIFIED BITUMEN BASE SHEETIN ZERO VOC COLD ADHESIVE
MODIFIED BITUMEN CAP SHEET INZERO VOC COLD ADHESIVE
MODIFIED BITUMEN CAP FLASHING PLY9" MIN. [228mm] ON FIELD
MODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152mm] ON FIELD
MODIFIED BITUMEN CAP FLASHING PLY9" MIN. [228mm] ON FIELD
MODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152mm] ON FIELD
MODIFIED BITUMEN CAP SHEET
MODIFIED BITUMEN BASE SHEET
SOFT METAL FLASHING (30" MIN.) SET INMASTIC, WRAPPED DOWN 2" MIN., PRIME TOPSURFACE
EXISTING LEADERINSULATION, FITTIGHT TO DRAINCONCRETE DECKING
SLOPE= 12:12
4" MIN.[102mm]
12" MIN.[305mm]
ROLL DOWN LEAD FLASHING 1" MIN[25MM] DOWN INTO PIPE
PLUMBING VENT STACK
SET SOFT METAL FLANGE INMASTIC, PRIME FLANGEBEFORE STRIPPING
MODIFIED BITUMEN CAP FLASHING PLY 9"MIN. [305MM] ON FIELD
MODIFIED BITUMEN BASE FLASHINGPLY 6" MIN. [152MM] ON FIELD
SEAL GAP AROUND PIPESW/FOAMM
SEALANT, REFERENCESPECIFICATION
8" MIN[203MM]
METAL EXHAUSTFAN COVER
MODIFIED BITUMEN CAP FLASHING PLY 9" MIN.[228MM] ON FIELD - TERMINATE AT TOP OFPREMANUF. CURB, BUT DO NOT TURN OVERTOPMODIFIED BITUMEN CAP FLASHING PLY6" MIN. [152MM] ON FIELD - WRAP UP ANDOVER PREFAB. CURB
TERMINATION BAR FASTENED @ 8"o.c. MAX. [203mm]THROUGH BUTYL TAPE
SEALANT, REFERENCE SPECIFICATION
NEW COUNTERFLASHING. SS COLOR TOMATCH, 1/8" RIVET EVERY 12" O.C.
EXISTING CONCRETE DECK
CANT STRIP
EXISTING PASSIVE AIR/VENTINTAKE
MODIFIED BITUMEN CAP FLASHING PLY 9" MIN.[228MM] ON FIELD
MODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152MM] ON FIELD
8" MIN[203MM]
TERMINATION BAR FASTENED @ 8"o.c. MAX. [203mm]THROUGH BUTYL TAPE
SEALANT, REFERENCE SPECIFICATION
NEW COUNTERFLASHING. SS COLOR TOMATCH, 1/8" RIVET EVERY 12" O.C.
8" MIN[203MM]
EXISTING CONCRETE DECK
CANT STRIP
MODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152MM] ON FIELD - WRAP UP ANDOVER NAILERS
MODIFIED BITUMEN CAP FLASHING PLY 9" MIN.[228MM] ON FIELD - TERMINATE AT TOP OFNAILER, BUT DO NOT TURN OVER TOP
EXISTING METAL CAP SECURED 24" O.C. [610MM] W/FASTENERS W/NEOPRENE WASHERS
TERMINATION BAR FASTENED @ 8"o.c. MAX. [203mm]THROUGH BUTYL TAPE
SEALANT, REFERENCE SPECIFICATION
13A-2.0
PASSIVE VENT AIR INTAKE DETAILSCALE: 1 1/2" = 1'-0"
14A-2.0
FALL PROTECTION DETAILSCALE: 1 1/2" = 1'-0"
15A-2.0
PITCH POCKET DETAILSCALE: 1 1/2" = 1'-0"
MODIFIED BITUMEN CAP FLASHING PLY 9" MIN.[228MM] ON FIELD
MODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152MM] ON FIELD
DRAWBANDSEALANT, REFERENCESPECIFICATION
4"MIN.
WATERTIGHT SHEET METAL RAINCOLLAR OVERLAPPING PENETRATIONPOCKETT
NON-SHRINK GROUT, 2" MIN.
POURABLE SEALANT,2 PART, 2" MIN.
EXISTING CONCRETE DECK
SEALANT, REFERENCESPECIFICATION
SHEET METAL PITCH PANSOLDERED/WELDED WATERTIGHT 4" MIN[102MM] HEIGHT
OPT: WOOD NAILERS; VARIES DEPENDINGUPON SIZE OF PENETRATION
SEAL GAP AROUND PIPESW/FOAMM
PREPARE AND PRIMEPROJECTION
16A-2.0
HEAT STACK DETAILSCALE: 1 1/2" = 1'-0"
4" MIN.[102mm]
STORM COLLAR SET INMASTIC, PRIME FLANGE
UMBRELLA
DRAWBAND OR WELDUMBRELLA TO STACK
TEMPERATURE APPROPRIATEELASTOMERIC SEALANT
MODIFIED BITUMEN CAP FLASHINGPLY 9" MIN. [228MM] ON FIELD
BITUMEN BASE FLASHING PLY 6" MIN.[152mm] ON FIELD
EXISTING ROOF ANCHOR
EXISTING SECUREMENT TO REMAIN
4"MIN.
MODIFIED BITUMEN CAP FLASHING PLY 9" MIN.[228MM] ON FIELD
MODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152MM] ON FIELD
TEMPERATURE APPROPRIATE ELASTOMERICSEALANT
STORM COLLAR SET INMASTIC, PRIME FLANGE
UMBRELLA
DRAWBAND OR WELDUMBRELLA TO STACK
HEAT STACK
SEALANT, REFERENCESPECIFICATION
SEAL GAP AROUND PIPES W/HIGH TEMPERATURECOMPATIBLE FOAM
CONCRETE DECK
8" MIN[203MM]
EXISTING INSULATIONEXISTING CONCRETE DECK
SEALANT, REFERENCE SPECIFICATION
VERSIPLY MINERAL CAP SHEET
VERSIPLY 40 BASE SHEET
1/2" DENSDECK PRIME
SET METAL FLANGE IN ROOFCEMENT AND PRIME PRIORTO STRIPPING
NEW SHEET METALCONDUCTOR HEAD
MODIFIED BITUMEN CAP FLASHING PLY9" MIN. [228mm] ON FIELDMODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152mm] ON FIELD
METAL COUNTERFLASHING FASTENED 8" O.C.[203MM] SCREW OR RIVET TO FLASHINGRECEIVER ONLY
CANT STRIP, FASTENED TONAILER
BASE OF UNIT EXTENDS 1/2" MINIMUM [13MM]BEYOND AND DOWN OVER TOP OF CURB
SEALING MATERIAL-MUST BECONTINUOUS ON THE PERIMETER
EXISTING WOOD CURB
EXISTING FLASHINGRECEIVER
8"MIN
EXISTING UNITMOUNTING CURB
1"MIN.
MODIFIED BITUMEN CAP FLASHING PLY9" MIN. [228mm] ON FIELD
MODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152mm] ON FIELD
TERMINATION BAR FASTENED @ 8"o.c. MAX. [203mm]THROUGH BUTYL TAPE
SEALANT, REFERENCE SPECIFICATION
TAPERED INSULATION
1/2" COVERBOARD
EXISTING CONCRETE DECK
MODIFIED BITUMEN CAP SHEET
MODIFIED BITUMEN BASE SHEET
SEAL ALL GAPS ATPERIMETER WITH FOAM
TAPERED INSULATION
1/2" COVERBOARD
EXISTING CONCRETE DECK
MODIFIED BITUMEN CAP SHEET
MODIFIED BITUMEN BASE SHEET
TAPERED INSULATION
1/2" COVERBOARD
EXISTING CONCRETE DECK
MODIFIED BITUMEN CAP SHEET
MODIFIED BITUMEN BASE SHEET
SEAL ALL GAPS ATPERIMETER WITH FOAM
TAPERED INSULATION
1/2" COVERBOARD
EXISTING CONCRETE DECK
MODIFIED BITUMEN CAP SHEET
MODIFIED BITUMEN BASE SHEET
TAPERED INSULATION
1/2" COVERBOARD
EXISTING CONCRETE DECK
MODIFIED BITUMEN CAP SHEET
MODIFIED BITUMEN BASE SHEET
TAPERED INSULATION
1/2" COVERBOARD
EXISTING CONCRETE DECK
MODIFIED BITUMEN CAP SHEET
MODIFIED BITUMEN BASE SHEET
TAPERED INSULATION
1/2" COVERBOARD
EXISTING CONCRETE DECK
MODIFIED BITUMEN CAP SHEET
MODIFIED BITUMEN BASE SHEET
TAPERED INSULATION
1/2" COVERBOARD
MODIFIED BITUMEN CAP SHEET
MODIFIED BITUMEN BASE SHEET
TAPERED INSULATION
1/2" COVERBOARD
EXISTING CONCRETE DECK
MODIFIED BITUMEN CAP SHEET
MODIFIED BITUMEN BASE SHEET
TAPERED INSULATION
1/2" COVERBOARD
MODIFIED BITUMEN CAP SHEET
MODIFIED BITUMEN BASE SHEET
TAPERED INSULATION
1/2" COVERBOARD
MODIFIED BITUMEN CAP SHEET
MODIFIED BITUMEN BASE SHEET
NEW COUNTERFLASHING. SS COLOR TOMATCH, 1/8" RIVET EVERY 12" O.C.
EXISTING THROUGHWALL FLASHING TO REMAIN
NEW COUNTERFLASHING. SS COLOR TOMATCH, 1/8" RIVET EVERY 12" O.C. NEW COUNTERFLASHING. SS COLOR TO
MATCH, 1/8" RIVET EVERY 12" O.C.
EXISTING THROUGHWALL FLASHING TO REMAIN
LOW ODOR ASPHALT PRIMER
EXISTING CURB TO REMAIN
8'-0" MINIMUM SUMP - TYPICAL
NOTE:ALL EXISTING WOOD BLOCKING TO REMAIN (U.N.O.)CONTRACTOR SHALL IDENTIFY BLOCKING THATNEEDS TO BE REPAIRED OR REPLACED DURINGROOF TEAR OFF.
NOTE:ALL EXISTING WOOD BLOCKING TO REMAIN (U.N.O.)CONTRACTOR SHALL IDENTIFY BLOCKING THATNEEDS TO BE REPAIRED OR REPLACED DURINGROOF TEAR OFF.
NOTE:ALL EXISTING WOOD BLOCKING TO REMAIN (U.N.O.)CONTRACTOR SHALL IDENTIFY BLOCKING THATNEEDS TO BE REPAIRED OR REPLACED DURINGROOF TEAR OFF.
NOTE:ALL EXISTING WOOD BLOCKING TO REMAIN (U.N.O.)CONTRACTOR SHALL IDENTIFY BLOCKING THATNEEDS TO BE REPAIRED OR REPLACED DURINGROOF TEAR OFF.
NOTE:ALL EXISTING WOOD BLOCKING TO REMAIN (U.N.O.)CONTRACTOR SHALL IDENTIFY BLOCKING THATNEEDS TO BE REPAIRED OR REPLACED DURINGROOF TEAR OFF.
NOTE:ALL EXISTING WOOD BLOCKING TO REMAIN (U.N.O.)CONTRACTOR SHALL IDENTIFY BLOCKING THATNEEDS TO BE REPAIRED OR REPLACED DURINGROOF TEAR OFF.
NOTE:ALL EXISTING WOOD BLOCKING TO REMAIN (U.N.O.)CONTRACTOR SHALL IDENTIFY BLOCKING THATNEEDS TO BE REPAIRED OR REPLACED DURINGROOF TEAR OFF.
NOTE:ALL EXISTING WOOD BLOCKING TO REMAIN (U.N.O.)CONTRACTOR SHALL IDENTIFY BLOCKING THATNEEDS TO BE REPAIRED OR REPLACED DURINGROOF TEAR OFF.
NOTE:ALL EXISTING WOOD BLOCKING TO REMAIN (U.N.O.)CONTRACTOR SHALL IDENTIFY BLOCKING THATNEEDS TO BE REPAIRED OR REPLACED DURINGROOF TEAR OFF.
NEW THROUGH WALL SCUPPER
EXISTING STONE CAP TO REMAIN
NEW WOOD BLOCKING ATTACHED TOEXISTING STONE CAP
ALUMINUM COATING
DWG
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A-2.0
DETA
ILS
LIC. NO. 2013009691
1A-2.1
EXPANSION JOINT DETAILSCALE: 1 1/2" = 1'-0"
3A-2.1
SLEEPER WOOD BLOCKING DETAILSCALE: 1 1/2" = 1'-0"
2A-2.1
AREA DIVIDER DETAILSCALE: 1 1/2" = 1'-0"
4A-2.1
SLEEPER PREFAB DETAILSCALE: 1 1/2" = 1'-0"
PIPE OR CONDUIT
SADDLE SUPPORT
8" MIN[203MM]
FLASHING FASTENED8" O.C. [203MM] -#10 FLATHEADMETAL CAP SECURED 24" O.C.[610MM] W/ FASTENERS W/NEOPRENE WASHERS -12" PER 12" MIN. SLOPE
MODIFIED BITUMEN CAP FLASHING PLY 9" MIN.[228MM] ON FIELD - TERMINATE AT TOP OFNAILER, BUT DO NOT TURN OVER TOP
MODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152MM] ON FIELD - WRAP UP ANDOVER NAILERS
EXISTING CONCRETE DECK
CANT STRIP
SA HIGH TEMP UNDERLAYMENT
EXISTINGROOFING (N.I.C.)
12"
EXP./CONT.
+12"EXP./
CONT.EXP./CONT.
1 3/8"
METAL CAP SECURED 12" O.C. [305MM] W/FASTENERS & NEOPRENE WASHERS
EXISTING CONCRETE DECK
CANT STRIP, FASTENED TONAILER
FLASHING FASTENED8" O.C. [203MM]
PREMANUFACTURED EXPANSIONJOINT COVER
CHAMFER EACH SIDE OFWOOD CURB TO DRAIN
FLEXIBLE WATERPROOF MEMBRANE
CLOSURE
COMPRESSIBLEINSULATION
FLEXIBLE VAPOR RETARDER TOSERVE AS INSULATION RETAINERATTACH TO TOP OF CURB
8" MIN[203MM]
MODIFIED BITUMEN CAP FLASHING PLY 9" MIN.[228MM] ON FIELD - TERMINATE AT TOP OFNAILER, BUT DO NOT TURN OVER TOPMODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152MM] ON FIELD - WRAP UP ANDOVER NAILERS
NEOPRENE SHEET
5A-2.1
CONDUIT PENETRATIONSCALE: 1 1/2" = 1'-0"
4"MIN.
CONCRETE DECK
NON-SHRINK GROUT
MINERAL MODIFIED BITUMEN CAP FLASHINGPLY 9" MIN. ON FIELD
MODIFIED BITUMEN BASE FLASHING PLY6" MIN.ON FIELD
SHEET METAL PITCH PANSOLDERED/WELDED WATERTIGHT 4"MIN.[102MM] HEIGHT
SEALANT, REFERENCESPECIFICATION
POURABLE SEALANT,2 PART
PRIME PROJECTION
OPT: WOOD NAILERS; VARIES DEPENDINGUPON SIZE OF PENETRATION