school board edith i. starke elementary school · altamonte springs, fl 32714 p 407.599.7031 f...

BUILDING DATA

CONSTRUCTION DOCUMENTS 10/21/2019

DESCRIPTION OF WORK

PERFORM REPAIRS AND APPLY A REHABILITATIVE COATING TO EXISTING METAL ROOFS ON BUILDING 11, 12 AND 14.REPLACE ROOFING ON MEDIA CENTER CANOPIES.

MR. CARL G. PERSIS

MRS. IDA D. WRIGHT

MR. RUBEN COLON

MRS. LINDA CUTHBERT

MS. JAMIE M. HAYNES

MR. JAMES T. RUSSELL

SCHOOL BOARD

MEMBERS

CHAIRMAN

VICE CHAIRMAN

MEMBER

MEMBER

MEMBER

SUPERINTENDENT

A. SURVEY PARCEL ID N/A

B. LEGAL DESCRIPTION

C. OCCUPANCY TYPE

D. CONSTRUCTION TYPE

E. RISK CATEGORY

F. AUTOMATIC SPRINKLER

G. BUILDING AREA

H. BUILDING HEIGHT

I. OCCUPANT LOAD

LOCATION MAP

ENGINEERS & CONSULTANTS

THE SCHOOL BOARD OF VOLUSIA

COUNTY FLORIDA

200 North Clara Avenue

Deland, Florida 32720

VCS Project NO. 184676

730 S PARSONS AVE

DELAND, FL 32720

COAT ROOF BLDGS 11 - 14

AND REROOF MEDIA CENTER

CANOPIES

EDITH I. STARKE ELEMENTARY SCHOOL

Architect's Statement of ComplianceTo the best of my knowledge, these drawings and the project manual are complete and comply withthe Florida Building Code.

DISCIPLINE : ARCHITECTURALFIRM NAME: GALE ASSOCIATES INCADDRESS: 160 N. WESTMONTE DRIVE SUITE 1200ADDRESS: ALTAMONTE SPRINGS, FL 32714CONTACT PHONE NUMBER: 407-599-7031PROJECT MANAGER: ALAN S. CRAIGOEMAIL ADDRESS: [email protected]

Gale Associates, Inc.

Engineers Architects Planners

160 N. Westmonte Drive

Altamonte Springs, FL 32714

P 407.599.7031 F 407.599.7077 www.gainc.com

Gale Associates (South), Inc. FL CA Lic. No: 6114

Boston Baltimore Orlando Hartford

G001 COVER SHEET

G002STANDARD LEGEND, SYMBOLS AND GENERAL NOTES

A101 ROOF PLANS - BLDGS 11 AND 12

A102 ROOF PLAN - BLDG 14

A103 ROOF AND FRAMING PLANS - MEDIA CENTER CANOPIES

A201 BUILDING ELEVATIONS

A301 ROOF SYSTEM INFORMATION

A501 ROOF DETAILS

A502 ROOF DETAILS

A503 ROOF DETAILS

A504 ROOF DETAILS

A505 ROOF DETAILS

NOT TO SCALE

INDEX OF DRAWINGS

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VOLUSIA

COUNTY SCHOOLS

ISSUE DATE

10/21/2019 DRAWING NO.

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This drawing and the design and construction features disclosed are proprietary to Gale Associates, Inc. and shall not be altered or reused in whole or part without the express written permission of Gale Associates, Inc. Copyright©2017

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ROOF EDGE GUTTER WITH DOWNSPOUT GUTTER EXPANSION JOINT RIDGE / HIP EXPANSION JOINT FAN VENT GOOSENECK J-VENT RELIEF VENT VENT PIPE CONDUIT PENETRATION STRUCTURAL SLOPE TAPERED SLOPE

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STANDARD LEGEND

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NOTE: NOT ALL SYMBOLS NECESSARILY USED

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STANDARD SYMBOLS

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NOTE: NOT ALL SYMBOLS NECESSARILY USED

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DETAIL IDENTIFIER

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EX

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EXISTING CONDITION IDENTIFIER

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SHEET WHERE DETAIL IS SHOWN

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DETAIL INDICATOR

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SECTION IDENTIFIER

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EX

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EXISTING CONDITION IDENTIFIER

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SHEET WHERE SECTION IS SHOWN

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SECTION INDICATOR

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ELEVATION IDENTIFIER

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SHEET WHERE ELEVATION IS SHOWN

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ELEVATION INDICATOR

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STANDARD HATCH PATTERNS

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NOTE: NOT ALL HATCH PATTERNS NECESSARILY USED

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BATT INSULATION

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CELLULAR FOAM INSULATION

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CEMENTITIOUS WOOD FIBERBOARD

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CONCRETE

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FIBERGLASS INSULATION

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GYPSUM

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ISOCYANURATE INSULATION

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STEEL

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WOOD FIBERBOARD

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GENERAL NOTES:

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DEMOLITION NOTES 1.THE INFORMATION SHOWN ON THE DRAWINGS HAS BEEN COMPILED FROM VARIOUS SOURCES, AND MAY THE INFORMATION SHOWN ON THE DRAWINGS HAS BEEN COMPILED FROM VARIOUS SOURCES, AND MAY NOT REFLECT THE ACTUAL CONDITIONS AT THE TIME OF CONSTRUCTION. 2.THE BUILDING WILL REMAIN OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCHEDULE AND THE BUILDING WILL REMAIN OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCHEDULE AND EXECUTE WORK TO AVOID INTERRUPTIONS TO BUILDING OPERATIONS. 3.CONTRACTOR SETUP LOCATIONS SHALL BE AS INDICATED BY THE OWNER DURING THE PRECONSTRUCTION CONTRACTOR SETUP LOCATIONS SHALL BE AS INDICATED BY THE OWNER DURING THE PRECONSTRUCTION MEETING. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COVERING ALL INTERIOR ITEMS INCLUDING FLOORS AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR COVERING ALL INTERIOR ITEMS INCLUDING FLOORS AND EQUIPMENT PRIOR TO DEMOLITION. ONCE REMOVAL IS COMPLETE FOR THE DAY, THE PLASTIC COVERINGS SHALL BE REMOVED AND THE INTERIOR AREAS CLEANED. CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, SWEEPING OF FLOORS AND DUST REMOVAL FROM THE TOPS OF LIGHT FIXTURES AND EQUIPMENT WHERE ACCESSIBLE. 5.THE CONTRACTOR SHALL REPORT DETERIORATED OR UNSUITABLE ROOF DECK OR SUBSTRATE THE CONTRACTOR SHALL REPORT DETERIORATED OR UNSUITABLE ROOF DECK OR SUBSTRATE COMPONENTS TO THE OWNER PRIOR TO PERFORMING ROOFING INSTALLATION WORK. 6.REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM AND ALL ASSOCIATED MATERIALS DOWN TO THE REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM AND ALL ASSOCIATED MATERIALS DOWN TO THE STRUCTURAL DECK UNLESS OTHERWISE INDICATED ON THE DETAIL DRAWINGS TO REMAIN. REMOVE AND DISPOSE OF ALL ITEMS TO INCLUDE DRAINS, WOOD BLOCKING AND APPURTENANCES SCHEDULED TO BE REMOVED. 7.PROVIDE TEMPORARY OVERHEAD PROTECTION AT THE MAIN ENTRANCE AND AT OTHER LOCATIONS AS PROVIDE TEMPORARY OVERHEAD PROTECTION AT THE MAIN ENTRANCE AND AT OTHER LOCATIONS AS NECESSARY TO PROVIDE UNINTERRUPTED ACCESS TO BUILDING. 8.REMOVALS SHALL BE PERFORMED IN ACCORDANCE WITH THE SUBMITTED AND APPROVED REMOVAL PLAN, REMOVALS SHALL BE PERFORMED IN ACCORDANCE WITH THE SUBMITTED AND APPROVED REMOVAL PLAN, THE DETAIL DRAWINGS AND SPECIFICATIONS. INSTALLATION NOTES 1.FOR THE SAKE OF CLARITY, EACH INDIVIDUAL DETAIL ON THE ROOF PLANS HAS NOT BEEN INDICATED. FOR THE SAKE OF CLARITY, EACH INDIVIDUAL DETAIL ON THE ROOF PLANS HAS NOT BEEN INDICATED. EXISTING AND NEW DETAILS HAVE BEEN INDICATED FOR TYPICAL COMPONENTS AT RANDOM LOCATIONS. 2.COMPONENTS SHOWN ON THE DETAIL DRAWINGS SHALL BE NEW UNLESS SPECIFICALLY INDICATED AS COMPONENTS SHOWN ON THE DETAIL DRAWINGS SHALL BE NEW UNLESS SPECIFICALLY INDICATED AS EXISTING. 3.ITEMS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS ITEMS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS APPLICABLE TO THE PROJECT. 4.FOR THE SAKE OF CLARITY, SECUREMENT FASTENERS ARE NOT SHOWN ON THE DRAWING. REFER TO FOR THE SAKE OF CLARITY, SECUREMENT FASTENERS ARE NOT SHOWN ON THE DRAWING. REFER TO SPECIFICATIONS FOR FASTENER TYPES AND SPACING. 5.ANY DISCREPANCIES ON THE DRAWINGS NOTED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ANY DISCREPANCIES ON THE DRAWINGS NOTED BY THE CONTRACTOR SHALL BE BROUGHT TO THE OWNER'S ATTENTION PRIOR TO BID SUBMISSIOIN. 6.ITEMS OF CONSTRUCTION SHALL BE 100% WATERTIGHT ON THE SAME DAY OF WORK. [PHASED ITEMS OF CONSTRUCTION SHALL BE 100% WATERTIGHT ON THE SAME DAY OF WORK. [PHASED CONSTRUCTION MUST BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION.] 7.DETAILS NOT DEPICTED SHALL BE CONSTRUCTED IN A MANNER CONSISTENT WITH THE DETAIL DRAWINGS. DETAILS NOT DEPICTED SHALL BE CONSTRUCTED IN A MANNER CONSISTENT WITH THE DETAIL DRAWINGS. 8.IF THERE IS A POTENTIAL HAZARDOUS MATERIAL ENCOUNTERED DURING THE COURSE OF WORK THAT IS IF THERE IS A POTENTIAL HAZARDOUS MATERIAL ENCOUNTERED DURING THE COURSE OF WORK THAT IS NOT IDENTIFIED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL STOP WORK IMMEDIATELY AND CONTACT THE OWNER WHO IS TO MAKE A DETERMINATION IF THE MATERIAL IS HAZARDOUS. 9.ALL DUMPSTERS MUST BE AT LEAST 15 FEET FROM THE BUILDING UNLESS EMPTIED AT THE END OF EACH ALL DUMPSTERS MUST BE AT LEAST 15 FEET FROM THE BUILDING UNLESS EMPTIED AT THE END OF EACH WORK DAY. 10.MATERIALS MAY NOT BE STORED CLOSER THAN 15 FEET FROM BUILDINGS AND MAY NOT BE PLACED IN MATERIALS MAY NOT BE STORED CLOSER THAN 15 FEET FROM BUILDINGS AND MAY NOT BE PLACED IN FRONT OF EXITS OR ANY FIRE PROTECTION EQUIPMENT. REFUELING OF GASOLINE POWERED EQUIPMENT WILL NOT BE PERMITTED ON THE ROOF. GASOLINE MUST BE STORED IN UL LISTED AND APPROVED CONTAINERS. 11.DISCONNECT, REMOVE, STORE, PROTECT AND REINSTALL EXISTING ROOFTOP EQUIPMENT AND ASSOCIATED DISCONNECT, REMOVE, STORE, PROTECT AND REINSTALL EXISTING ROOFTOP EQUIPMENT AND ASSOCIATED MECHANICAL/ELECTRICAL PENETRATIONS AND CONDUIT TO PROPERLY INSTALL REPLACEMENT ROOF SYSTEMS AND PROVIDE MINIMUM SPECIFIED FLASHING HEIGHTS. THE CONTRACTOR SHALL "LOCK-OUT" ALL MECHANICAL/ELECTRICAL EQUIPMENT, INCLUDING HVAC EQUIPMENT, PRIOR TO INITIATING WORK. METAL FABRICATION NOTES 1.FILE SMOOTH ALL EXPOSED SHARP EDGES. FILE SMOOTH ALL EXPOSED SHARP EDGES. 2.FABRICATE METAL TRANSITIONS IN ONE-PIECE CONSTRUCTION. FABRICATE METAL TRANSITIONS IN ONE-PIECE CONSTRUCTION. 3.SOLDER OR LOCK AND SEAL ALL JOINTS SOLID TO MAKE WATERTIGHT. SOLDER OR LOCK AND SEAL ALL JOINTS SOLID TO MAKE WATERTIGHT. 4.FIELD VERIFY ALL DIMENSIONS.FIELD VERIFY ALL DIMENSIONS.

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WIND UPLIFT INFORMATION

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SPECIFIED PER FLORIDA BUILDING CODE (2017) CH. 16 AND IN ACCORDANCE WITH ASCE 7-10

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INTERNAL PRESSURE COEFFICIENT

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EXPOSURE CATEGORY

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RISK CATEGORY

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NOMINAL WIND SPEED

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120 MPH

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III

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EXPOSURE B

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0 (CANOPIES)

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2

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3

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3

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2

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2

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WIND ZONE SCHEMATIC (CANOPY)

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CAMPUS PLAN

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BLDG 8

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BLDG 2

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N

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BLDG 4

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BLDG 3

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BLDG 6

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BLDG 7

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BLDG 11

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BLDG 12

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BLDG 10

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BLDG 14

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BLDG 9

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BLDG 1

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BLDG 5

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WIND ZONE SCHEMATIC (METAL ROOFS)

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6

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6

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6

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5

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5

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4

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0.18 (METAL ROOFS)

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DS

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6

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6

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6

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6

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5

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5

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EJ

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ULTIMATE WIND SPEED

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155 MPH

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MEDIA CENTER CANOPIES

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V

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VTR

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BUILDING HEIGHT (CANOPIES)

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10'-0"

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ZONE 1

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ZONE 2

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ZONE 3

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BUILDING HEIGHT (METAL ROOFS)

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15'-0"

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-21.96

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-39.52

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-61.48

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ZONE 1

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ZONE 2

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ZONE 3

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-23.71

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-41.28

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-91.04

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CANOPIES (NIC)

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DRAWN BYDESIGNED BY

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EXISTING 3/4" PLYWOOD DECK, REMOVE AND REPLACE WHERE DETERIORATED TO MATCH EXISTING (FIELD VERIFY THICKNESS)

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EXISTING BASE SHEET, TO BE REMOVED

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EXISTING 2-PLY MODIFIED BITUMEN ROOFING, TO BE REMOVED

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EXISTING SHAPED 3X6 WOOD FRAMING, TO BE REMOVED AND REPLACED WHERE INDICATED, SEE SHEET A103

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EXISTING 3/4" PLYWOOD DECK, REMOVE AND REPLACE WHERE DETERIORATED TO MATCH EXISTING (FIELD VERIFY THICKNESS)

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1/2" GYPSUM COVERBOARD

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SINGLE-PLY THERMOPLASTIC ROOF MEMBRANE, MECHANICALLY ATTACHED, SEE

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SCALE:

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3

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A301

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TYP. BASE FLASHING - CANOPY

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N.T.S.

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4

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JOINT TREATMENT AT EDGE METAL

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N.T.S.

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SECTION

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WALL SUBSTRATE

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SINGLE-PLY ROOF MEMBRANE

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MEMBRANE FLASHING

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TERMINATION BAR

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SINGLE-PLY ROOF MEMBRANE

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FULLY HEAT WELDED LAP, TYP.

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THERMOPLASTIC WALL FLASHING MEMBRANE

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TURN ROOF MEMBRANE UP AGAINST BASE OF WALL AND SECURE WITH TERMINATION BAR AS SPECIFIED, SEE SECTION ABOVE

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COVERBOARD

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PLYWOOD DECK

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COVERBOARD

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SINGLE-PLY THERMOPLASTIC ROOF MEMBRANE

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TURN ROOF MEMBRANE DOWN OVER WOOD BLOCKING (BEHIND EDGE METAL) AND SEAL EDGE OF MEMBRANE TO VERTICAL FACE AS SHOWN

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THERMOPLASTIC CLAD EDGE METAL AS SPECIFIED, SEE

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THERMOPLASTIC SINGLE-PLY ROOF MEMBRANE STRIPPING PLY FULLY HEAT WELDED OVER EDGE METAL DECK FLANGE

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PLYWOOD DECK

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EXISTING STANDING SEAM METAL ROOF SYSTEM (FABRAL SLIM SEAM OR SIMILAR), TO REMAIN

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EXISTING STANDING SEAM METAL ROOF SYSTEM (FABRAL SLIM SEAM OR SIMILAR)

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FLUID-APPLIED FINISH COATING SYSTEM OVER EXISTING METAL ROOF

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1

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ROOF SYSTEM

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3" = 1'-0"

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ROOF SYSTEM

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3" = 1'-0"

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EXISTING STEEL DECK, TO REMAIN

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EXISTING STEEL DECK

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EXISTING ROOF SYSTEM

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NEW ROOF SYSTEM

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EXISTING ROOF SYSTEM

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NEW ROOF SYSTEM

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EXISTING 3X6 WOOD FRAMING, TO BE REMOVED AND REPLACED WHERE INDICATED, SEE SHEET A103

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1A

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1A

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TYP. ROOF CONFIGURATION

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3" = 1'-0"

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SINGLE-PLY THERMOPLASTIC ROOF MEMBRANE

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COVERBOARD, LOCATE FASTENERS OVER EXISTING ROOF FRAMING LOCATIONS TO AVOID PENETRATING FASTENERS THROUGH FIELD OF ROOF DECK

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INSTALL SINGLE PLY ROOFING SO MECHANICALLY ATTACHED LAPS OCCUR DIRECTLY OVER EXISTING WOOD ROOF FRAMING MEMBERS (FASTEN MEMBRANE TO EXISTING WOOD JOISTS, TYP.)

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(MEDIA CENTER CANOPY)

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(MEDIA CENTER CANOPY)

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(BLDG 11, 12 AND 14)

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2A

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TYPICAL ROOF COATING

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3" = 1'-0"

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(BLDG 11, 12 AND 14)

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APPLY FLUID-APPLIED FINISH COATING SYSTEM OVER EXISTING STANDING SEAM METAL ROOFING, TYP.

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EXTEND FLUID-APPLIED FINISH COATING SYSTEM OVER EXISTING STANDING SEAM METAL FASCIA PANELS

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DO NOT COAT NEW PRE-FINISHED DRIP EDGE METAL AND TRIM

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BASE SCOPE: CLEAN EXISTING FLUSH : CLEAN EXISTING FLUSH SEAM GABLE WALL PANELS AND DO NOT APPLY NEW FINISH COAT. ALTERNATE: APPLY FLUID-APLIED : APPLY FLUID-APLIED FINISH COATING SYSTEM OVER EXISTING FLUSH SEAM GABLE WALL PANELS.

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REMOVE AND REPLACE SEALANT AROUND PERIMETER OF LOUVERS, TYP.

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EXISTING FELT PAPER UNDERLAYMENT, TO REMAIN

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EXISTING FELT PAPER UNDERLAYMENT

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WALL SUBSTRATE (VARIES)

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BLOCKING AT EDGE

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WOOD FASCIA

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1

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4" WIDE THERMOPLASTIC MEMBRANE FLASHING STRIP HEAT WELDED IN PLACE OVER EDGE METAL SPLICE JOINT

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2" WIDE ALUMINUM TAPE OVER EDGE METAL JOINT (BENEATH MEMBRANE JOINT FLASHING STRIP)

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APPLY REINFORCED FLASHING GRADE ROOF COATING AROUND ROOF PENETRATIONS PRIOR TO APPLICATION OF FINISH COATING SYSTEM

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EXISTING PLYWOOD DECK

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EXISTING WOOD ROOF FRAMING

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MASK OFF ALL AREAS TO ISOLATE SURFACES SCHEDULED TO RECEIVE COATINGS FROM THOSE NOT TO BE COATED, REFER TO DETAILS FOR EXTEND OF NEW COATING APPLICATION

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SCALE:

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ROOF EDGE

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3" = 1'-0"

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2

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A501

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GUTTER EDGE

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3" = 1'-0"

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4

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A501

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GABLE EDGE

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3" = 1'-0"

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RIDGE

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EXISTING STANDING SEAM METAL ROOF PANELS

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FLUID-APPLIED FINISH COATING SYSTEM OVER ROOF AND FASCIA PANELS, SEE

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FLUID-APPLIED FINISH COATING SYSTEM, SEE

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FLUID-APPLIED FINISH COATING SYSTEM OVER ROOF PANELS AND FLASHINGS, SEE

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APPLY FLASHING GRADE ROOF COATING TO SEAMS AND FASTENERS PRIOR TO APPLICATION OF FINISH COAT SYSTEM

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6

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CANOPY-TO-WALL PANEL

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3" = 1'-0"

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SEALANT

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24 GA. PRE-FINISHED GALVALUME METAL CANOPY FLASHING

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24 GA. PRE-FINISHED GALVALUME METAL CANOPY FLASHING Z-CLEAT SET IN SEALANT AND FASTENED TO CANOPY TOP RIBS

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EXISTING ALUMINUM WALKWAY CANOPY

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EXISTING METAL FRAMING

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EXISTING STEEL DECK

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EXISTING METAL RIB COVER, REMOVE AND REINSTALL TO ACCOMMODATE WORK. APPLY FLASHING GRADE ROOF COATING TO SEAMS AND RIVETS PRIOR TO FINISH COAT

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EXISTING METAL FASCIA PANELS, LIFT UP TO ACCOMMODATE REPAIRS THEN SET BACK IN PLACE, SEE

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EXISTING PLYWOOD SHEATHING

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REMOVE AND REPLACE PRE-FINISHED METAL DRIP EDGE AT ALL FASCIA/EAVE CONDITIONS (DO NOT APPLY FINISH COATING TO NEW PRE-FINISHED DRIP EDGE), SEE

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EXISTING FELT UNDERLAYMENT

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EXISTING ROOF FRAMING

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EXISTING STEEL DECK

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GUTTER AND DOWNSPOUT, SEE

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EXISTING METAL GABLE TRIM, EXTEND FINISH COAT OVER VERTICAL FACE AND STOP AT BOTTOM OF TRIM AS SHOWN

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EXISTING FLUSH SEAM METAL GABLE WALL PANELS (DO NOT COAT), FOR ALTERNATE SCOPE OF WORK REFER TO

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EXISTING STEEL DECK

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GUTTER @ RAKE EDGE

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EXISTING STEEL DECK

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2

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EXISTING STEEL DECK

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EXISTING METAL FASCIA PANELS, TO REMAIN IN PLACE AT GUTTER EDGES, TYP. APPLY FLUID-APPLIED FINISH COATING SYSTEM TO FASCIA PANELS BENEATH GUTTER

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EXISTING BRICK MASONRY VENEER

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SELF-ADHERED MEMBRANE

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6

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24 GA. PRE-FINISHED GALVALUME METAL SOFFIT TRIM, FASTEN TO UNDERSIDE OF EXISTING SOFFIT PANELS WITH CLOSED-END POP RIVETS AT " O.C., TYP.

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STRIP IN GALVALUME METAL FLASHING AND EXPOSED FASTENERS WITH REINFORCED FLASHING GRADE ROOF COATING PRIOR TO FINISH COAT

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GALVALUME METAL FLASHING AT GUTTER RAKE EDGE TRANSITION, CONFORM TO ROOF SLOPE

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SECURE WITH THROUGH-BOLTS AND NUTS AT 12" O.C., SEAL OVER FASTENERS WITH FLASHING GRADE ROOF COATING PRIOR TO FINISH COAT

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EXISTING METAL RIDGE CAP, SEAL LAP JOINTS/SEAMS AND EXPOSED FASTENERS WITH FLASHING GRADE ROOF COATING PRIOR TO APPLICATION OF FINISH COAT SYSTEM

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EXISTING METAL DRIP EDGE

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EXISTING EAVE FRAMING

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EXISTING SOFFIT FRAMING

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EXISTING METAL SOFFIT PANELS

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EXISTING STEEL COLUMNS

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EXISTING BRICK MASONRY COLUMN SURROUNDS

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2A

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2A

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SIM

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SIM

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16 GA. GALV. Z-FURRING, FASTEN THROUGH PANELS AND PLYWOOD TO EXISTING STEEL FRAMING WITH 1/4-14X2" HWH "BLAZER 3" SCREWS, 8" O.C. (MIN. 2 PER PANEL)

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EXISTING METAL DRIP EDGE (TO REMAIN)

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REMOVE AND REPLACE PRE-FINISHED METAL DRIP EDGE SOFFIT TRIM ALONG GUTTER EDGE FASCIA LOCATIONS, TYP. HOOK INTO EXISTING DRIP EDGE AND FASTEN TO UNDERSIDE OF EXISTING SOFFIT PANELS WITH CLOSED-END POP RIVETS @ 8" O.C.

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24 GA. PRE-FINISHED GALVALUME GUTTER SKIRT CLOSURE METAL

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24 GA. PRE-FINISHED GALVALUME GUTTER SKIRT METAL

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2A

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24 GAGE PRE-FINISHED GALVALUME METAL STRAP, 2" WIDE @ 12" O.C. THIS LENGTH OF GUTTER AT RAKE

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FASTEN METAL DRIP EDGE TO EXISTING PLYWOOD WITH #12 LOW PROFILE "CONCEALER" SCREWS AT 12" O.C.

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24 GA. PRE-FINISHED GALVALUME METAL EAVE DRIP, SET IN SEALANT AND FASTEN TO BOTTOM EDGE OF ROOF PANELS WITH #12-14X3/4" HWH SELF DRILLING SCREWS WITH SEALING WASHERS, MIN. 3 PER PANEL

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SEALANT

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AT ROOF EDGE, SEAL OVER ANY VACANT FASTENER HOLES AND APPLY FLASHING GRADE ROOF COATING PRIOR TO FINISH COAT

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EXISTING WALL FRAMING

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EXISTING CONCRETE MASONRY BACK-UP WALL

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SET FLASHING IN SEALANT AND FASTEN TO BOTTOM EDGE OF ROOF PANELS WITH #12-14X3/4" HWH SELF DRILLING SCREWS WITH SEALING WASHERS, 8" O.C.

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GOOSE NECK

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1

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EQUIPMENT CURB

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2

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EQUIPMENT CURB AT RIDGE

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3" = 1'-0"

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EXISTING STANDING SEAM METAL PANEL ROOF

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EXTEND FLUID-APPLIED COATING SYSTEM UP FULL HEIGHT OF CURB

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EXISTING MECHANICAL EQUIPMENT CURB

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VENT PIPE

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RELIEF VENT

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3" = 1'-0"

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EXTEND ROOF FINISH COATING SYSTEM UP ONTO EXISTING METAL GOOSE NECK VENT

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APPLY FLASHING GRADE ROOF COATING AROUND BASE OF PIPE BOOT PRIOR TO APPLICATION OF FINISH COATING SYSTEM

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REMOVE AND REPLACE EPDM PIPE BOOT FLASHING

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STAINLESS STEEL BAND CLAMP

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EXISITNG PIPE PENETRATION THROUGH ROOF

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EXISTING STEEL DECK

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EXISTING STEEL DECK

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EXISTING HOODED RELIEF VENT

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EXISTING STEEL DECK

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2

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FLUID-APPLIED COATING SYSTEM, SEE

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2

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2

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2

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REMOVE AND REINSTALL EXISTING EQUIPMENT TO ACCOMMODATE APPLICATION OF COATINGS

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#12-14X1 HWH SELF DRILLING 14" HWH SELF DRILLING SCREWS WITH SEALING WASHERS AT 8" O.C. (MIN. 3 PER SIDE)

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EXISTING STEEL DECK

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REMOVE AND REINSTALL EXISTING EQUIPMENT TO ACCOMMODATE APPLICATION OF COATINGS

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#12-14X1 HWH SELF DRILLING 14" HWH SELF DRILLING SCREWS WITH SEALING WASHERS AT 8" O.C. (MIN. 3 PER SIDE))

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FLUID-APPLIED COATING SYSTEM, SEE

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2

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EXTEND FLUID-APPLIED COATING SYSTEM UP FULL HEIGHT OF CURB

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SCALE:

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GUTTER EDGE - BUILDING 14

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3" = 1'-0"

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PRIOR TO APPLICATION OF FINISH COATING SYSTEM, STRIP IN BASE OF GOOSE NECK WITH FLASHING GRADE ROOF COATING SET IN FABRIC REINFORCEMENT

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EXISTING METAL GOOSE NECK VENT

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PRIOR TO APPLICATION F FINISH COATING SYSTEM, STRIP IN BASE OF RELIEF VENT WITH FLASHING GRADE ROOF COATING SET IN FABRIC REINFORCEMENT

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EXISTING DUCT THROUGH ROOF

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FLUID-APPLIED FINISH COATING SYSTEM OVER ROOF AND FASCIA PANELS, SEE

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EXISTING FELT UNDERLAYMENT

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2

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EXISTING STEEL DECK

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2

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REMOVE AND REPLACE PRE-FINISHED METAL DRIP EDGE AND SOFFIT TRIM AT ALL FASCIA/EAVE CONDITIONS, SEE

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1

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PRIOR TO APPLICATION OF FINISH COATING SYSTEM STRIP IN BASE OF CURB WITH FLASHING GRADE ROOF COATING SET IN FABRIC REINFORCEMENT

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PRIOR TO APPLICATION OF FINISH COATING SYSTEM STRIP IN BASE OF CURB WITH FLASHING GRADE ROOF COATING SET IN FABRIC REINFORCEMENT

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EXISTING MECHANICAL EQUIPMENT CURB

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24 GA. GALVALUME METAL FLASHING EXTENSION AT RIDGE CAP, SEE INSET DETAIL ABOVE

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EXISTING RIDGE CAP, SEE

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1

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EXISTING METAL ROOF

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EXISTING EQUIPMENT CURB

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METAL FLASHING EXTENSION AT RIDGE CAP, TAB AND FASTEN TO CURB, ROOF AND RIDGE CAP AS SHOWN (SET TABS AND FLANGES IN SEALANT)

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EXISTING RIDGE CAP

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DETAIL SEAMS AND FASTENERS WITH FLASHING GRADE ROOF COATING PRIOR TO FINISH COATING SYSTEM

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3

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TREAT ROOF EDGE SIMILAR TO

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1

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NEATLY CUT BOTTOM EDGE OF FASCIA PANELS TO ACCOMMODATE GUTTER INSTALLATION WHERE INDICATED, APPLY RUST INHIBITING PRIMER TO CUT EDGES AS SPECIFIED

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SET PIPE BOOT RING IN BUTYL SEALANT AND FASTEN TO EXISTING ROOF PANELS

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EXISTING STEEL DECK

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SEALANT

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EXTEND ROOF FINISH COATING SYSTEM UP ONTO RELIEF VENT (SLEEVE) AS SHOWN

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METAL SOFFIT TRIM, FASTEN TO UNDERSIDE OF EXISTING SOFFIT PANELS WITH CLOSED-END POP RIVETS AT " O.C., TYP.

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ROOF-TO-WALL

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CANOPY ROOF EDGE

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CANOPY ROOF EDGE

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3" = 1'-0"

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24 GA. PRE-FINISHED GALVALUME SURFACE MOUNTED METAL FLASHING WITH WIND CLIPS

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SINGLE-PLY MEMBRANE BASE FLASHING, SEE

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SINGLE-PLY ROOF SYSTEM, SEE

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SEALANT APPLIED IN EXISTING SAW CUT IN BRICK MASONRY

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EXISTING WOOD ROOF FRAMING

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SINGLE-PLY MEMBRANE FLASHING STRIP HEAT WELDED, SEE

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THERMOPLASTIC CLAD EDGE METAL WITH CONTINUOUS CLEAT, SEE

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6" WIDE STRIP OF 1/2" PLYWOOD (EDGE BLOCKING)

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2x4 WOOD FASCIA

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EXISTING SHAPED 3X6 WOOD FRAMING @ 24" O.C., REPLACE DETERIORATED FRAMING WHERE INDICATED, SEE SHEET A103

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1/2" PLYWOOD

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CANOPY EXPANSION JOINT

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CANOPY-TO-SHINGLE ROOF

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3" = 1'-0"

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SINGLE-PLY EXPANSION JOINT FLASHING

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SINGLE-PLY MEMBRANE BASE FLASHING. SEE

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EXISTING STUCCO OVER GYPSUM BOARD AND RUNNER CHANNELS

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24 GA. PRE-FINISHED GALVALUME SURFACE MOUNTED METAL FLASHING WITH WIND CLIPS

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1/2" PLYWOOD SHEATHING

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SEALANT

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F.G. BATT INSULATION HELD IN POLY VAPOR BARRIER

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EXISTING WOOD EXPANSION JOINT CURB

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12" MIN. WIDE STRIP OF BUTYL SELF ADHERED MEMBRANE, TUCK BENEATH EXISTING UNDERLAYMENT TO TIE IN WITH EXISTING ROOF

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6" WIDE METAL COUNTERFLASHING WITH EXPOSED HEMMED EDGE

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SINGLE-PLY MEMBRANE BASE FLASHING

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EXISTING UNDERLAYMENT

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EXISTING ASPHALT SHINGLE ROOFING, REMOVE AND REPLACE TO MATCH EXISTING, LIMIT REPLACEMENT AS REQUIRED FOR TIE-IN

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1

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EXISTING PLYWOOD DECK AT CLASSROOM BUILDING

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SEALANT

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EXISTING 3/4" PLYWOOD (FIELD VERIFY)

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EXISTING 5X12 WOOD BEAM

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EXISTING METAL CONNECTOR, SEE SHEET A103

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COVERBOARD

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1

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COVERBOARD

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EXISTING METAL CONNECTOR, SEE SHEET A103

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SINGLE-PLY MEMBRANE FLASHING STRIP HEAT WELDED, SEE

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THERMOPLASTIC CLAD EDGE METAL WITH CONTINUOUS CLEAT, SEE

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6" WIDE STRIP OF 1/2" PLYWOOD (EDGE BLOCKING)

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2x4 WOOD FASCIA

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EXISTING SHAPED 3X6 WOOD FRAMING @ 24" O.C., REPLACE DETERIORATED FRAMING WHERE INDICATED, SEE SHEET A103

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EXISTING 5X12 WOOD BEAM

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HEAT-AIR WELD, TYP.

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FOAM TUBE

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ADHERE BASE FLASHING TO PLYWOOD SUBSTRATE

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SCREWS AND PLATES AT 6" O.C. MAX.

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HOT-AIR WELD

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4

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4

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COVERBOARD

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EXISTING BRICK MASONRY (VENEER)

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EXISTING INSULATED WALL CAVITY

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EXISTING CONCRETE MASONRY WALL

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COVERBOARD

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EXISTING 3/4" PLYWOOD DECKING AT CANOPY

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20 GA. STAINLESS STEEL EXPANSION JOINT SKIRT, EXTEND OUT BEYOND END-WALL CONDITION TO ACT AS A HOOK STRIP FOR EXPANSION JOINT END FLASHING, SEE

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EXPANSION JOINT END WALL

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N.T.S.

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SEALANT

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METAL COUNTERFLASHING

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TURN MEMBRANE OUT ONTO THERMOPLASTIC CLAD METAL AND SECURE WITH TERMINATION BAR AS SHOWN

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CONCRETE SCREWS THROUGH TERMINATION BAR AT STUCCO SUBSTRATE

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EXISTING STUCCO WALL (OVERHANG)

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BULB TITE RIVETS THROUGH TERMINATION BAR AND METAL FLASHING AT OVERHANG CONDITION

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THERMOPLASTIC CLAD EXPANSION JOINT END-FLASHING, HOOK INTO STAINLESS STEEL SKIRT

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THERMOPLASTIC CLAD EDGE METAL

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WOOD FASCIA

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WRAP END OF EXPANSION JOINT WITH HEAT WELDED ROOF FLASHING AS SHOWN

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EXPANSION JOINT DETAIL, SEE

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4

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SEALANT

SHEE

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ARCH/ENGR OF RECORD

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COAT

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CANOPY ROOF

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CANOPY/CLASSROOM ROOF TRANSITION

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N.T.S.

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CORNER FLASHING FABRICATION

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N.T.S.

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GABLE WALL FLASHING

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GABLE WALL FLASHING

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3" = 1'-0"

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EXISTING ASPHALT SHINGLE ROOFING, REMOVE AND REPLACE TO MATCH EXISTING WHERE REQUIRED TO ACCOMMODATE THE INSTALLATION OF THE METAL FLASHING

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5/16" HARDIE BOARD WITH BUTYL SELF-ADHERING MEMBRANE UNDERLAYMENT OVER EXISTING WOOD FASCIA ALONG THIS ROOF EDGE

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EXISTING 2X12 WOOD FASCIA

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EXISTING 1X T&G WOOD SOFFIT

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1/2" PLYWOOD AND 2X4 WOOD CURB TO CLOSE GAP AT GABLE END

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FILL VOID WITH F.G. BATT INSULATION

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EXISTING 2X WOOD FRAMING AT 24" O.C. TYP. (FIELD VERIFY)

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5/16" HARDIE BOARD CUT TO FIT OVER EXISTING T&G WOOD SOFFIT AT GABLE, APPLY ALONG THIS ROOF EDGE

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EXISTING 1X T&G WOOD SOFFIT

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FILL VOID WITH F.G. BATT INSULATION

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EXISTING ASPHALT SHINGLES

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EXISTING WOOD FRAMING

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FABRICATE ONE-PIECE METAL TRANSITION FLASHING, SEE

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2

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THERMOPLASTIC CLAD EDGE METAL, SEE

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1

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SPLICE JOINT BETWEEN METAL SECTIONS

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METAL TRANSITION FLASHING, FABRICATE FROM THERMOPLASTIC CLAD METAL WITH LOCKED AND SEALED JOINTS AND SEAMS TO FORM A ONE-PIECE ASSEMBLY

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REMOVE AND REPLACE ASPHALT SHINGLES, LIMIT REPLACEMENT AS REQUIRED FOR TIE-IN, SEE

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5

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5

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REMOVE AND REPLACE ISOLATED SECTION OF STAINLESS STEEL EDGE METAL TO ACCOMMODATE WORK

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EXISTING WOOD FASCIA. APPLY HARDIE SIDING OVERTOP ALONG THIS ROOF EDGE, SEE

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EXISTING 24 GA. STAINLESS STEEL DRIP EDGE

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6

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SIM.

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FABRICATE ONE-PIECE METAL "INSIDE CORNER" TRANSITION FLASHING AT GABLE OVERHANG, SEE

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4

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MIN. 3" SEALED/RIVETED LAP

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METAL TRANSITION FLASHING, FABRICATE FROM THERMOPLASTIC CLAD METAL WITH LOCKED AND SEALED JOINTS AND SEAMS TO FORM A ONE PIECE ASSEMBLY

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CANOPY ROOF

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CANOPY ROOF

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5

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METAL TRANSITION FLASHING, FABRICATE FROM THERMOPLASTIC CLAD METAL WITH LOCKED AND SEALED JOINTS AND SEAMS TO FORM A ONE PIECE ASSEMBLY

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REMOVE AND REPLACE ISOLATED SECTION OF STAINLESS STEEL EDGE METAL TO ACCOMMODATE WORK

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EXISTING WOOD FASCIA. APPLY HARDIE SIDING OVERTOP ALONG THIS ROOF EDGE, SEE

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EXISTING 24 GA. STAINLESS STEEL DRIP EDGE

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6

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SIM.

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1

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ONE-PIECE METAL FLASHING AT ROOF TRANSITION

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PROVIDE ADDITIONAL STAINLESS STEEL SKIRT AS REQUIRED TO COUNTERFLASH NEW HARDIE BOARD

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REMOVE AND REPLACE ISOLATED SECTION OF EXISTING STAINLESS STEEL EDGE METAL TO ACCOMMODATE WORK

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2X4 WOOD BLOCKING TO SUPPORT SHEATHING AT GABLE WALL FLASHING, TYP.

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PROVIDE MIN. 2" TAB/FLASNGE TO TURN UP ONTO EXISTING WOOD SOFFIT

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ONE-PIECE METAL FLASHING AT ROOF TRANSITION

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PROVIDE MIN. 2" TAB/FLASNGE TO TURN UP ONTO EXISTING WOOD SOFFIT

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4

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PROVIDE MIN. 4" FLANGE TO TURN ONTO BACK WALL AT GABLE OVERHANG (BENEATH THERMOPLASTIC ROOF MEMBRANE AND FLASHINGS)

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4

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SECTION THROUGH SPLICE JOINT

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SECTION AT THROAT

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GUTTER DOWNSPOUT TRANSITION.

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DOWNSPOUT PROFILE

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SECTION

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GUTTER EXPANSION JOINT

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EXP JNT SECTION VIEW

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SPLICE JOINT

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DIRECTION

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FLOW

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OF

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NOTE: LOCATE GUTTER EXPANSION JOINTS LOCATE GUTTER EXPANSION JOINTS AT 40-FT MAXIMUM SPACING

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SCALE:

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EDGE METAL FABRICATION

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N.T.S.

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GUTTER

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THROAT

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DOWNSPOUT

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GUTTER END CAP LOCKED AND SEALED TO MAKE WATERTIGHT

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LOCK THROAT TO GUTTER FLOOR WITH POP RIVETS AND COMPLETELY SEAL TO MAKE WATERTIGHT

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SECURE DOWNSPOUT TO THROAT WITH #10 S.S. SHEET METAL SCREWS, EACH SIDE

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ANCHOR STRAP TO WALL WITH TWO FASTENERS (VERIFY SUBSTRATE FOR APPROPRIATE FASTENERS)

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1/8"X1" MILL FINISH ALUMINUM DOWNSPOUT STRAPS AT TOP, BOTTOM, AND AT 4' ON CENTER MAX, SET IN SEALANT AGAINST WALL

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5"X5" DOWNSPOUT, 0.051 PRE-FINISHED ALUMINUM

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FASTEN CONTINUOUS CLEAT WITH SPECIFIED FASTENERS AT 6" ON CENTER

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SPLICE JOINT BACKER PLATE AT EDGE METAL JOINTS

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FACE OF METAL EDGE

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SPLICE JOINT CLEAT IN PLACE

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CONTINUOUS CLEAT

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2 CONTINUOUS BEADS OF SEALANT EACH SIDE AS SHOWN.

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SPLICE JOINTS AT 10FT. MAX

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CONTINUOUS CLEAT FASTEN WITH NAILS AT 6" ON CENTER

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PROVIDE FULLY LOCKED AND SEALED CORNER JOINTS, TYP.

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NAIL DECK FLANGE AT 4" ON CENTER, STAGGERED

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DOUBLE BEAD OF SEALANT, TYP.

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7" W X 6" D GUTTER ASSEMBLY, 0.051 PRE-FINISHED ALUMINUM

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18"X1" MILL FINISH ALUMINUM TOP GUTTER BRACKET SPACED 24" O.C.

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SCALE:

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GUTTER FABRICATION DETAILS

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DOWNSPOUT FABRICATION DETAILS

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DOWNSPOUT AT GUTTER

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DOWNSPOUT AT CANOPY

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GUTTER

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GUTTER

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EXISTING WALL METAL PANELS

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DOWNSPOUT

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EXISTING ALUMINUM WALKWAY CANOPY

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DOWNSPOUT

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GUTTER

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DOWNSPOUT, MATCH TO EXISTING COLUMN AND DEPOSIT RUNOFF TO GRADE TO MATCH EXISTING CONDITIONS

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SCALE:

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ROOF EDGE REPAIR

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3" = 1'-0"

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EXISTING METAL RIB COVER, REMOVE AND REINSTALL TO ACCOMMODATE WORK

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EXISTING METAL FASCIA PANELS, LIFT UP TO ACCOMMODATE REPAIRS THEN SET BACK IN PLACE

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REMOVE AND REPLACE METAL DRIP EDGE AT ALL FASCIA/EAVE CONDITIONS, SEE

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EXISTING METAL CORNER COVER, REMOVE AND REINSTALL TO ACCOMMODATE WORK

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EXISTING GABLE METAL WALL PANELS (DO NOT COAT), FOR ALTERNATE SCOPE OF WORK REFER TO

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SLOPE

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NUT AND BOLT WITH LOCK WASHER, EACH BRACKET

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1" WIDE HEMMED EDGE AS SHOWN

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DOWNSPOUT STRAPS, 5-FT ON CENTER MAX. (MIN. 3 STRAPS)

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GUTTER

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PROVIDE NEW CONCRETE SPLASH BLOCK ON GRADE AT OUTLET

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EXISTING METAL DRAIN TROUGH ON CANOPY

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ROOF FLASHING AT GUTTER EDGE, SEE

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3

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#12-14X1 " HWH SELF-DRILLING 14" HWH SELF-DRILLING SCREW WITH SEALING WASHER, EACH BRACKET

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16 GA. SUPPORT FRAMING

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SET DOWNSPOUT STRAP IN SEALANT AND FASTEN THROUGH PANEL TO SUBSTRATE, TYP.

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SET DOWNSPOUT STRAP IN SEALANT AND FASTEN THROUGH PANEL TO SUBSTRATE, TYP.

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2A

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EXISTING METAL RIB COVERS, REMOVE AND REINSTALL TO ACCOMMODATE WORK

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