design criteria wind uplift requirements critical care addition - campus...

5
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

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Page 1: DESIGN CRITERIA WIND UPLIFT REQUIREMENTS CRITICAL CARE ADDITION - Campus Facilitiesoperations-webapps.missouri.edu/pdc/adsite/projects... · 2018. 7. 9. · critical care addition

ONE HOSPITAL DRIVE, COLUMBIA, MO 65212

A-0.0 COVER SHEETA-1.0 ROOF PLANA-1.1 ROOF PLANA-2.0 DETAILSA-2.1 DETAILS

SITE PLAN

LOCATION MAP

AREA OF WORK:

NKEY PLAN

TYPICAL ROOF CROSS SECTION

TYPICAL ROOF CROSS SECTION DETAIL

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

4 - 3/4" WIDE ADHESIVE RIBBONS EQUALLYSPACED AT 12" (15.2cm) O.C. (TYP.)

ADHESIVE RIBBON ENLARGED FOR CLARITY

4 X 4 BOARD PATTERN

DRAWING INDEX

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:

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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.

___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSIIIGGGNATURE

Page 2: DESIGN CRITERIA WIND UPLIFT REQUIREMENTS CRITICAL CARE ADDITION - Campus Facilitiesoperations-webapps.missouri.edu/pdc/adsite/projects... · 2018. 7. 9. · critical care addition

2 + 3A-2.0

2 + 3A-2.0

2 + 3A-2.0

4A-2.0

4A-2.0

14A-2.0

7A-2.0

7A-2.0

7A-2.0

6A-2.0

9A-2.0

1A-2.0

1A-2.0

1A-2.0

1A-2.0

1A-2.0

1A-2.00

1A-2.0

1A-2.0

1A-2.0

1A-2.0

2 + 3A-2.0

4A-2.0

2 + 3A-2.0

4A-2.0

4A-2.0

2 + 3A-2.0

2 + 3A-2.0

2 + 3A-2.0

9A-2.0

10A-2.0

15A-2.0

4A-2.0

4A-2.0

2 + 3A-2.0

2 + 3A-2.0

2 + 3A-2.0

2 + 3A-2.0

4A-2.0

6A-2.0

4A-2.0

10A-2.0

1A-2.1

16A-2.0

3A-2.1

4A-2.0

8A-2.0

14A-2.0

5A-2.0

4A-2.0

2 + 3A-2.0

4A-2.0

2 + 3A-2.0

2 + 3A-2.0

4A-2.0

2 + 3A-2.0

11A-2.0

2 + 3A-2.0

2 + 3A-2.0

14A-2.0

3A-2

0

20

20

1A 2

0

0

20

20

20

20

20

20

20

20

0

0

2

20

0

20

+ 3A

165'-0"

1A-2.0

6A-2.1

6A-2.1

6A-2.1

9A-2.0

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

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MATCH LINE

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NOTE:CONTRACTOR SHALL FIELD VERIFY ALLDIMENSIONS, CONDITIONS, AND QUANTITIES.

LIC. NO. 2013009691

Page 3: DESIGN CRITERIA WIND UPLIFT REQUIREMENTS CRITICAL CARE ADDITION - Campus Facilitiesoperations-webapps.missouri.edu/pdc/adsite/projects... · 2018. 7. 9. · critical care addition

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

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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

Page 4: DESIGN CRITERIA WIND UPLIFT REQUIREMENTS CRITICAL CARE ADDITION - Campus Facilitiesoperations-webapps.missouri.edu/pdc/adsite/projects... · 2018. 7. 9. · critical care addition

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

CANT STRIP

TERMINATION BAR FASTENED @ 8"o.c. MAX. [203mm]THROUGH BUTYL TAPE(MIN. 1.5" EMBEDMENT)

SEALANT, REFERENCE SPECIFICATION

8" MIN[203MM]

FLEXIBLE WATERPROOF MEMBRANE

MODIFIED BITUMEN CAP FLASHING PLY9" MIN. [228mm] ON FIELD

MODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152mm] ON FIELD

CANT STRIP

COMPRESSIBLE INSULATIONFLEXIBLE VAPOR RETARDER TO SERVE ASINSULATION RETAINER

FASTENERS APPROX. 8" [203MM] O.C.

8" MIN[203MM]

MODIFIED BITUMEN CAP FLASHING PLY9" MIN. [228mm] ON FIELD

MODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152mm] ON FIELD

CANT STRIP

EXISTING DOORTHRESHOLD SET IN MASTIC

8" MIN[203MM]

TERMINATION BAR FASTENED @ 8"o.c. MAX. [203mm]THROUGH BUTYL TAPE(MIN. 1.5" EMBEDMENT)

SEALANT, REFERENCE SPECIFICATION

1/2" COVERBOARD

EXISTING OVERFLOW ROOF DRAINAND STRAINER. REPLACE BOLTS.EXISTING 2" EXTERNAL WATERDAM FOR OVERFLOW DRAINAGE

EXISTING ROOFDRAIN ANDSTRAINER.REPLACE BOLTS.

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

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A-2.0

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LIC. NO. 2013009691

Page 5: DESIGN CRITERIA WIND UPLIFT REQUIREMENTS CRITICAL CARE ADDITION - Campus Facilitiesoperations-webapps.missouri.edu/pdc/adsite/projects... · 2018. 7. 9. · critical care addition

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

SEAL GAP AROUND CONDUITW/FOAMOAM

ELECTRICAL CONDUIT

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

EXISTING CONCRETE DECK

MODIFIED BITUMEN CAP SHEET

MODIFIED BITUMEN BASE SHEET

TAPERED INSULATION

1/2" COVERBOARD

MODIFIED BITUMEN CAP SHEET

MODIFIED BITUMEN BASE SHEET

6A-2.1

SURFACE MOUNTED FLASHING DETAILSCALE: 1 1/2" = 1'-0"

SEALANT, REFERENCE SPECIFICATION

COUNTERFLASHING FASTENED @ 8"o.c. [203mm]MAX. THROUGH BUTYL TAPE(MIN. 1.5" EMBEDMENT)

SEALANT, REFERENCE SPECIFICATIONTERMINATION BAR FASTENED @ 8"o.c. MAX. [203mm]THROUGH BUTYL TAPE

CAP FLASHING PLY9" MIN. [228mm] ON FIELD

BASE FLASHING PLY6" MIN. [152mm] ON FIELD

CANT STRIP8" MIN

[203MM]

TAPERED INSULATION

1/2" COVERBOARD

EXISTING CONCRETE DECK

MODIFIED BITUMEN CAP SHEET

MODIFIED BITUMEN BASE SHEET

MODIFIED BITUMEN CAP FLASHING PLY9" MIN. [228mm] ON FIELD

MODIFIED BITUMEN BASE FLASHING PLY6" MIN. [152mm] ON FIELD

MODIFIED MEMBRANE

SOFT METAL FLASHING (30" MIN.) SET IN MASTIC,WRAPPED DOWN 2" MIN., PRIME TOP SURFACE

LEADER

SLOPE= 12:12

INSULATION, FITTIGHT TO DRAIN

7A-2.1

ROOF DRAIN SUMPEDSCALE: 1 1/2" = 1'-0"

1/2" COVERBOARD

MODIFIED BITUMEN BASE SHEET

CONCRETE DECKING

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.

WOOD BLOCKING

EXISTING CONCRETE PIEROR COLUMN TO REMAIN

EXISTING METAL STAIR

8'-0" MINIMUM SUMP - TYPICAL

EXISTING ROOF DRAIN ANDSTRAINER. REPLACE BOLTS.

EXISTING METAL CAP

8" MIN[203MM]

TERMINATION BARFASTENED @ 8"o.c. [203mm]

THROUGH BUTYL TAPE

NEW COUNTERFLASHING. SS COLOR TOMATCH, 1/8" RIVET EVERY 12" O.C.

SEALANT, REFERENCESPECIFICATION

8A-2.1

CURB DETAILSCALE: 1 1/2" = 1'-0"

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

DWG

BY:

CHK

BY:

DATE

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T NO

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NUMB

ER:

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