CONSTRUCTION DOCUMENTS
SOUTHERN OAKS MIDDLE SCHOOL
ROOFING REPLACEMENT PROJECT
5500 N.E. ST. JAMES DRIVE
PORT ST. LUCIE, FL 34983
SUPERINTENDENT'S OFFICE:
WAYNE GENT, SUPERINTENDENT
DR. JON PRINCE, DEPUTY SUPERINTENDENT
PREPARED FOR:
SCHOOL BOARD MEMBERS:
KATHRYN HENSLEY, CHAIRMAN, DISTRICT #4
TROY INGERSOLL, VICE CHAIRMAN, DISTRICT #5
DEBBIE HAWLEY, DISTRICT #1
CAROL A. HILSON, DISTRICT #2
DR. DONNA MILLS, DISTRICT #3
ST. LUCIE PUBLIC SCHOOLS BOARD
APRIL 12, 2016
SOUTHERN OAKS MIDDLE SCHOOL
5500 N.E. ST. JAMES DRIVE
PORT ST. LUCIE, FL 34983
STATEMENT OF COMPLIANCE
TO THE BEST OF OUR KNOWLEDGE THESE
DRAWINGS ARE COMPLETE AND COMPLY
WITH THE FLORIDA BUILDING CODE 2014,
AND REFERENCED STATUTES, CODES, RULES
AND REGULATIONS REFERENCED THEREIN.
712
1
NW ST JAMES DRIVE
FLORIDA'S TURNPIKE
95
ATLANTIC OCEAN
SW ST LUCIE WEST BLVD.
CONSTRUCTION DOCUMENTS
DRAWING INDEX
INDIAN
RIVER
ST. LUCIE PUBLIC SCHOOLS
SOUTHERN OAKS MIDDLE SCHOOL
PORT ST LUCIE
1
SE PORT ST LUCIE BLVD.
SW GATLIN BLVD.
95
N
PORT ST. LUCIE, FLORIDA
SE WALTON RD.
PROJECT VICINITY
SHEET
NUMBER
C1.0
SP1.0
G1.0
A1.0
A1.1
A2.1
A2.2
A2.3
A2.4
A2.5
A2.6
A2.7
A2.8
A3.0
SHEET TITLE
COVER SHEET
SITE PLAN
GENERAL
DEMOLITION ROOF PLAN
PROPOSED ROOF PLAN
ROOF DETAILS
ROOF DETAILS
ROOF DETAILS
ROOF DETAILS
ROOF DETAILS
ROOF DETAILS
ROOF DETAILS
ROOF DETAILS
PHOTOGRAPHS
ORIGINAL
DATE
REVISION
NUMBER
REVISION
DATE
04/12/2016
04/12/2016
04/12/2016
04/12/2016
04/12/2016
04/12/2016
04/12/2016
04/12/2016
04/12/2016
04/12/2016
04/12/2016
04/12/2016
04/12/2016
04/12/2016
0
0
0
0
0
0
0
0
0
0
0
0
0
0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
ROOFING REPLACEMENT PROJECT
JAY AMMON ARCHITECT, INC.
3246 LAKEVIEW OAKS DRIVE
LONGWOOD, FLORIDA 32779
(407) 333-1977
FAX: (407) 333-4686
E MAIL: JAY@JAYAMMON.COM
REVISIONS
NUMBER
TYPE
DATE:
JSJ
DRAWN BY:
APPROVED BY: JPA
16-121
PROJECT NUMBER:
APRIL 12, 2016
DATE:
COVER SHEET
PLOT: NTS
SHEET
C1.0
80'
CONSTRUCTION LIMITS
100'
(LIMITS ARE WITHIN 10 FEET MAXIMUM
PROPOSED
CONSTRUCTION
STAGING
AREA
(FENCE PERIMETER USING
OF BUILDINGS EXCEPT WHERE
8' HIGH CHAIN LINK FENCE)
OTHERWISE INDICATED)
10'
10'
10'
10'
10'
BUILDING 10
10'
10'
BUILDING 1
10'
BUILDING 2
BUILDING 3
BUILDING 4
(GYMNASIUM)
10'
10'
10'
10'
10'
BUILDING 5
BUILDING 6
BUILDING 7
BUILDING 8
CONSTRUCTION DOCUMENTS
ST. LUCIE PUBLIC SCHOOLS
SOUTHERN OAKS MIDDLE SCHOOL
PORT ST. LUCIE, FLORIDA
10'
ROOFING REPLACEMENT PROJECT
10'
10'
10'
JAY AMMON ARCHITECT, INC.
3246 LAKEVIEW OAKS DRIVE
LONGWOOD, FLORIDA 32779
(407) 333-1977
FAX: (407) 333-4686
E MAIL: JAY@JAYAMMON.COM
10'
10'
REVISIONS
NUMBER
TYPE
DATE:
10'
JSJ
DRAWN BY:
APPROVED BY: JPA
16-121
PROJECT NUMBER:
APRIL 12, 2016
DATE:
SITE PLAN
SITE PLAN
SCALE: 1" = 40'-0"
PLAN NORTH
PLOT: 1" = 40'-0"
SHEET
SP1.0
GENERAL NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
EXISTING CONDITIONS VERIFICATION: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING BUT NOT
LIMITED TO, ROOF AREA SIZES, ROOF SLOPES, AND EXISTING ROOF MATERIALS AND DETAILS. THE CONTRACTOR SHALL BASE THE BID
UPON PROVIDING A COMPLETE ROOFING REPLACEMENT PROJECT AS REQUIRED TO PROVIDE A ROOFING ASSEMBLY WHICH WILL REMAIN
WATERTIGHT FOR A MINIMUM PERIOD OF 20 YEARS. THE CONTRACTOR SHALL ADVISE THE ARCHITECT OF ANY DISCREPANCIES BETWEEN
ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS, PRIOR TO SUBMISSION OF THE BID.
COMPLIANCE WITH INDUSTRY STANDARDS: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE DOCUMENT
REQUIREMENTS, MANUFACTURERS RECOMMENDATIONS, AND OTHER RECOGNIZED INDUSTRY STANDARDS, INCLUDING BUT NOT LIMITED
TO, "THE NRCA "ROOFING MANUAL: STEEP-SLOPE ROOF SYSTEMS - 2013", "THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL
FLASHING, CONDENSATION CONTROL AND REROOFING - 2014" AND THE SMACNA "ARCHITECTURAL SHEET METAL MANUAL 7TH EDITION".
WIND RESISTANCE: ALL ROOFING AND OTHER COMPONENTS SHALL BE INSTALLED TO RESIST ALL FORCES RESULTING FROM AN
ULTIMATE DESIGN WIND SPEED OF 170 MPH IN ACCORDANCE WITH ASCE 7-10.
TYPICAL NOTES, SECTIONS AND DETAILS: NOTES, SECTIONS, AND DETAILS DESCRIBING REQUIRED WORK AT EACH COMPONENT
ARE TYPICAL FOR ALL SIMILAR COMPONENTS AND THE NOTE, SECTION, OR DETAIL SHALL APPLY AS IF CALLED OUT SEPARATELY AT EACH
LOCATION. THE DETAILS REFLECT A GENERAL DESIGN OF EACH DETAIL. THE CONTRACTOR SHALL MAKE ANY REQUIRED MODIFICATIONS
TO THE GIVEN DETAILS NECESSARY TO MAKE THE DETAIL COMPATIBLE WITH EXISTING CONDITIONS. THE CONTRACTOR SHALL OBTAIN
APPROVAL FROM THE ARCHITECT FOR ALL MODIFIED DETAILS BEFORE THE DETAILS ARE CONSTRUCTED.
PATCHING: PATCH ALL EXISTING COMPONENTS THAT ARE AFFECTED BY THE WORK OF THIS PROJECT WHETHER OR NOT IDENTIFIED BY
THE CONSTRUCTION DOCUMENTS TO BE PATCHED. PATCHING IS DEFINED AS: REPAIRING ALL EXISTING COMPONENTS INCLUDING BUT
NOT LIMITED TO SUBSTRATE MATERIALS, STRUCTURAL COMPONENTS, AND FINISHES IN ACCORDANCE WITH INDUSTRY STANDARDS. ALL
FINISHES SHALL BE PATCHED TO MATCH ALL CHARACTERISTICS OF EXISTING ADJACENT MATERIALS INCLUDING BUT NOT LIMITED TO
MATERIAL TYPE, FINISH TEXTURE, AND COLOR OF FINISH.
POSITIVE SLOPE: INSTALL NEW SLOPE WHERE DESIGNATED AND WHERE REQUIRED TO ACHIEVE A POSITIVE ROOF SLOPE THAT DOES
NOT POND WATER. INSTALL SLOPED CRICKETS AT THE UP-SLOPE OF ALL ROOF MOUNTED EQUIPMENT AS REQUIRED TO PREVENT
PONDING OF WATER.
MOCKUPS: PREPARE IN-PLACE MOCKUPS OF EACH APPLICATION AND DETAIL. RECEIVE WRITTEN APPROVAL FROM ALL MATERIAL
MANUFACTURERS FOR PRODUCTS INCLUDED IN THE MOCKUP, FROM THE ARCHITECT, AND FROM THE OWNER PRIOR TO FURTHER
APPLICATION OR INSTALLATION.
REFERENCE TO "ALL": WHERE SCOPE OF WORK REFERS TO "ALL", THIS IS DEFINED AS ALL SIMILAR COMPONENTS WHETHER OR NOT
THAT REFERENCED COMPONENT IS DEPICTED ON THE DRAWING.
NEW COMPONENTS: ALL DEPICTED COMPONENTS ON DRAWINGS ARE NEW UNLESS IDENTIFIED AS EXISTING.
INTERIOR PROTECTION: PRIOR TO DEMOLITION, INSTALL PROTECTION OVER INTERIOR SPACES AS REQUIRED TO PROTECT
OCCUPANTS, BUILDING COMPONENTS, AND EQUIPMENT FROM WEATHER ELEMENTS AND CONSTRUCTION RELATED DEBRIS.
WEATHERPROOF ENCLOSURE: APPLY WEATHERPROOF ROOF COVERINGS OVER THE ROOF AREAS DESIGNATED FOR REPLACEMENT
OR REPAIR AS REQUIRED TO PREVENT THE INTRUSION OF WEATHER ELEMENTS INTO THE BUILDING DURING THE CONSTRUCTION PROCESS.
HOUSEKEEPING: THOROUGHLY CLEAN ALL CONSTRUCTION RELATED DEBRIS FROM ALL INTERIOR SURFACES, EXTERIOR SURFACES,
AND SITE SURFACES ON A DAILY BASIS. ALL CONSTRUCTION EQUIPMENT, DEBRIS, AND NEW MATERIAL STORED ON THE SITE SHALL BE
SECURED TO PREVENT WIND DISPLACEMENT.
SAFETY: PROVIDE ALL NECESSARY MEASURES TO ENSURE SAFETY TO BUILDING OCCUPANTS DURING THE PERIODS WHEN THE BUILDING
IS OCCUPIED. PREVENT ACCESS TO THE CONSTRUCTION AREAS AND STAGING AREAS BY SIGNS, FENCES, AND OTHER BARRIERS. INSTALL
A TEMPORARY BARRIER OVER THE TOP OF ALL ENTRANCES FOR A DISTANCE OF 10 FEET BEYOND THE ENTRANCE AS REQUIRED TO
PROTECT PEDESTRIANS FROM FALLING DEBRIS.
MANUFACTURER'S AND PRODUCTS: MANUFACTURER'S AND PRODUCTS LISTED ARE A BASIS OF DESIGN. FOR ANY OTHER
MANUFACTURER'S PRODUCTS, SUBMIT REQUEST FOR CONSIDERATION OF EACH COMPARABLE PRODUCT DURING THE BIDDING PHASE.
ALL COMPARABLE PRODUCTS APPROVED WILL BE LISTED IN AN ADDENDUM.
TRADES: ALL WORK SHALL BE PERFORMED BY CONTRACTORS LICENSED IN THEIR TRADES AND AS REQUIRED BY THE BUILDING
DEPARTMENT OFFICIALS. THESE TRADES INCLUDE BUT ARE NOT LIMITED TO ROOFING CONTRACTORS, GENERAL CONTRACTORS,
ELECTRICAL CONTRACTORS, HVAC CONTRACTORS, PLUMBING CONTRACTORS, AND SEALANT CONTRACTORS.
SCOPE OF WORK
THE SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:
1.0
1.1
1.2
1.3
1.4
1.5
1.6
2.0
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
3.0
3.1
3.2
GENERAL:
INTERIOR PROTECTION DURING CONSTRUCTION: PRIOR TO DEMOLITION, INSTALL PROTECTION OVER INTERIOR SPACES
AS REQUIRED TO PROTECT OCCUPANTS, BUILDING COMPONENTS, AND EQUIPMENT FROM WEATHER ELEMENTS AND
CONSTRUCTION RELATED DEBRIS.
WEATHERPROOF ENCLOSURES DURING CONSTRUCTION: APPLY WEATHERPROOF ROOF COVERINGS OVER THE ROOF
AREAS DESIGNATED FOR REPLACEMENT OR REPAIR AS REQUIRED TO PREVENT THE INTRUSION OF WEATHER ELEMENTS INTO THE
BUILDING DURING THE CONSTRUCTION PROCESS.
HOUSEKEEPING: THOROUGHLY CLEAN ALL CONSTRUCTION RELATED DEBRIS FROM ALL INTERIOR SURFACES, EXTERIOR
SURFACES, AND THE SITE ON A DAILY BASIS. ALL CONSTRUCTION EQUIPMENT, DEBRIS, AND NEW MATERIAL STORED ON THE SITE
SHALL BE SECURED TO PREVENT WIND DISPLACEMENT.
SAFETY: DO NOT CONDUCT ANY WORK ON THE BUILDINGS WHILE THE BUILDING IS OCCUPIED. COORDINATE WITH THE SCHOOL
FOR ANY WORK AFTER HOURS DURING THE SCHOOL WEEK AND ON WEEKENDS. PROVIDE ALL NECESSARY MEASURES TO ENSURE
SAFETY DURING THE PERIODS WHEN THE SCHOOL IS OCCUPIED TO PREVENT ACCESS TO THE CONSTRUCTION AREAS AND
STAGING AREAS INCLUDING BUT NOT LIMITED TO SIGNS, FENCES, AND OTHER BARRIERS. INSTALL A TEMPORARY BARRIER OVER
THE TOP OF ALL ENTRANCES FOR A DISTANCE OF 10 FEET BEYOND THE ENTRANCE AS REQUIRED TO PROTECT PEDESTRIANS FROM
FALLING DEBRIS.
DAMAGED SUBSTRATES: REPLACE ALL DAMAGED SUBSTRATES PRIOR TO INSTALLATION OF NEW MATERIALS INCLUDING BUT
NOT LIMITED TO SHEATHING, WOOD BLOCKING, STUCCO, AND EIFS
MOCKUPS: FABRICATE AND INSTALL AN IN-PLACE MOCKUP OF ALL DETAILS. RECEIVE WRITTEN APPROVAL OF EACH MOCKUP BY
THE ARCHITECT PRIOR TO INSTALLATION OF ADDITIONAL SIMILAR DETAILS.
ASPHALT SHINGLE ROOFS:
DEMOLITION: REMOVE ALL EXISTING ASPHALT SHINGLES, UNDERLAYMENTS, AND FASTENERS FROM THE SURFACE OF THE
EXISTING PLYWOOD ROOF DECKS. REMOVE ALL EXISTING METAL FLASHINGS FROM THE ASPHALT SHINGLE ROOFS INCLUDING BUT
NOT LIMITED TO METAL FLASHINGS, DRIP EDGES, VALLEY FLASHINGS, GUTTER, DOWNSPOUTS, AND FASTENERS.
PLYWOOD ROOF DECK RE-SECUREMENT: RE-SECURE THE EXISTING AND REPLACED PLYWOOD ROOF DECKS WITH #8 HOT
DIPPED GALVANIZED, FLAT HEAD SHEET METAL SCREWS AT 6 INCHES ON CENTER AT ALL SIDE JOINTS AND END JOINTS IN THE
PERIMETER AND FIELD OF THE ROOF. DECREASE THE SPACING TO 4 INCHES O. C. IN THE 12 FEET X 12 FEET CORNERS OF ALL
ROOFS.
UNDERLAYMENT APPLICATION: PREPARE ALL ROOF SURFACES TO RECEIVE THE NEW ROOFING ASSEMBLY AS REQUIRED BY
THE UNDERLAYMENT MANUFACTURER. APPLY PRIMER OVER ALL PLYWOOD ROOF DECK SURFACES. APPLY ONE PLY OF SELF
ADHERED MODIFIED BITUMINOUS UNDERLAYMENT OVER ALL ROOF DECK AND ADJACENT VERTICAL SURFACES. APPLY AN
ADDITIONAL UNDERLAYMENT PLY OVER ALL VALLEYS AND OVER ALL PRIMED METAL FLASHING FLANGES.
SHINGLE INSTALLATION: MECHANICALLY ATTACH 40 YEAR ARCHITECTURAL SHINGLES OVER ALL ROOF SURFACES.
METAL FLASHING INSTALLATION: INSTALL METAL FLASHINGS AT THE PERIMETERS OF ALL ROOF SURFACES AND WHERE
INDICATED ON THE DRAWINGS. ALL METAL FLASHING TO BE PRE-PAINTED ALUMINUM AT THE STRAIGHT RUNS. ALL TRANSITION
FLASHINGS INCLUDING INSIDE AND OUTSIDE CORNERS, TERMINATIONS, AND INTERSECTIONS WITH OTHER DETAILS, TO BE .050
MILL FINISHED ALUMINUM WITH FULLY WELDED NON-MOVING SEAMS AND PAINTED TO MATCH THE ADJACENT ALUMINUM COLOR.
ALL FASTENERS TO BE STAINLESS STEEL. INSTALL STEPPED RAKE FLASHINGS AT CURB RAKES AND WALL RAKES. REPLACE THE
LEAD BOOTS AT ALL PLUMBING VENTS. ALL HORIZONTAL FLANGES AT DRIP EDGES, RAKES AND STEPPED "L" FLASHINGS TO BE
COVERED WITH WET FLASHING CEMENT.
RIDGE VENTS: REPLACE ALL EXISTING RIDGE VENTS WITH NEW CONTINUOUS RIDGE VENTS APPROVED BY THE SHINGLE
MANUFACTURER.
MECHANICAL / ELECTRICAL EQUIPMENT: REUSE THE EXISTING CURBS OF ALL ROOF MOUNTED EXHAUST FANS AND
SUPPLY FANS. REMOVE ALL EXISTING ROOF MOUNTED VENTS AND REPLACE WITH PREFABRICATED .050" MILL FINISHED ALUMINUM
VENTS WITH ALL WELDED SEAMS AND STAINLESS STEEL INSECT SCREENS.
DRAINAGE: REMOVE ALL EXISTING GUTTERS AND DOWNSPOUTS. PATCH ALL HOLES IN EXTERIOR WALLS AT THE DOWNSPOUTS
AND REPAINT WALL SURFACE 12 INCHES WIDE BY THE HEIGHT OF THE WALL TO MATCH THE EXISTING WALL PAINT COLOR. INSTALL
NEW SEAMLESS PRE-PAINTED ALUMINUM GUTTERS WITH ALL NON-MOVING SEAMS FULLY WELDED AND POST PAINTED. INSTALL
SCHEDULE 40 PVC DOWNSPOUTS AND PAINT TO MATCH THE ADJACENT WALL COLOR. AT ALL EXISTING STORM DRAIN LINES,
CONNECT THE DISCHARGE END OF THE DOWNSPOUTS TO EXISTING STORM LINES WITH ROUND TO SQUARE PVC OR ALUMINUM
TRANSITION FITTINGS AS REQUIRED TO MATCH THE EXISTING STORM LINES. IF EXISTING STORM LINES ARE NOT PRESENT, INSTALL
NEW CONCRETE SPLASH BLOCKS.
CLERESTORY WALL RESURFACING:
STUCCO RESURFACING: WHERE NOTED ON THE DRAWINGS, PREPARE CLERESTORY WALL STUCCO AS REQUIRED BY THE
STUCCO RESTORATION AND PAINT MATERIALS MANUFACTURER INCLUDING BUT NOT LIMITED TO: SOUNDING OF ALL STUCCO
SURFACES, REMOVAL OF UNBONDED AND DETERIORATED STUCCO, AND REPLACEMENT WITH NON-SHRINK STUCCO PATCH;
REPAIR OF ALL CRACKS IN STUCCO, AND REPLACEMENT OF ALL DAMAGED OR MISSING STUCCO ACCESSORIES. APPLY A BASE
COAT AND SCRIM OVER ALL PROPERLY PREPARED STUCCO SURFACES. APPLY A SECOND LAYER OF SCRIM OVER ALL EXTERIOR
VERTICAL AND HORIZONTAL WALL CORNERS, COLUMN CORNERS, AND CORNERS AT WINDOWS, DOORS, AND LOUVER OPENINGS.
APPLY THE FINISH COAT OF THE RESTORATION SYSTEM OVER ALL STUCCO SURFACES. PAINT ALL STUCCO SURFACES. REPLACE
ALL SEALANTS AT THE PERIMETER OF THE WALL AND WALL PENETRATIONS WITH URETHANE SEALANTS AND BACKER RODS.
EIFS RESURFACING: PREPARE EIFS AS REQUIRED BY THE EIFS RESTORATION AND PAINT MATERIALS MANUFACTURER
INCLUDING BUT NOT LIMITED TO: REMOVAL OF EXISTING DETERIORATED EIFS AND REPLACEMENT WITH EIFS PATCH; REPAIR OF
ALL CRACKS IN EIFS, AND REPLACEMENT OF ALL DAMAGED OR MISSING EIFS ACCESSORIES. APPLY A BASE COAT AND SCRIM OVER
ALL PROPERLY PREPARED EIFS SURFACES. APPLY A SECOND LAYER OF SCRIM OVER ALL EXTERIOR VERTICAL AND HORIZONTAL
WALL CORNERS, COLUMN CORNERS, AND CORNERS AT WINDOWS, DOORS, AND LOUVER OPENINGS. APPLY THE FINISH COAT OF
THE RESTORATION SYSTEM OVER ALL EIFS SURFACES. PAINT ALL EIFS SURFACES. REPLACE ALL SEALANTS AT THE PERIMETER OF
THE WALL AND WALL PENETRATIONS WITH URETHANE SEALANTS AND BACKER RODS.
CONSTRUCTION DOCUMENTS
ST. LUCIE PUBLIC SCHOOLS
SOUTHERN OAKS MIDDLE SCHOOL
PORT ST. LUCIE, FLORIDA
ROOFING REPLACEMENT PROJECT
JAY AMMON ARCHITECT, INC.
3246 LAKEVIEW OAKS DRIVE
LONGWOOD, FLORIDA 32779
(407) 333-1977
FAX: (407) 333-4686
E MAIL: JAY@JAYAMMON.COM
REVISIONS
NUMBER
TYPE
DATE:
JSJ
DRAWN BY:
APPROVED BY: JPA
16-121
PROJECT NUMBER:
APRIL 12, 2016
DATE:
GENERAL
PLOT: NTS
SHEET
G1.0
LEGEND
DEMOLITION NOTES
SCOPE OF WORK
1. REMOVE DESIGNATED ROOFING ASSEMBLY, INCLUDING BUT NOT LIMITED TO, EXISTING
ASPHALT SHINGLES, FELT, UNDERLAYMENT AND METAL FLASHINGS FROM TOP SURFACE
OF EXISTING PLYWOOD DECK IN PREPARATION FOR THE INSTALLATION OF THE NEW
ROOFING ASSEMBLY.
ROOF EDGE
THE SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:
1.0
1.1
ROOF EDGE WITH GUTTER
1.2
RIDGE
1.3
EXHAUST FAN
1.4
GOOSENECK VENT - TYPE 1
ROOF MOUNTED ANTENNA
1.5
FRESH AIR INTAKE
1.6
PLUMBING VENT
2.0
2.1
FLUE VENT
2.2
GOOSENECK VENT - TYPE 2
2.3
ROOFING ASSEMBLY - TYPE 1
(ASPHALT SHINGLES - VENTED ROOF)
(SEE DEMOLITION NOTE 1 AND SCOPE OF WORK ITEMS 2.1 AND 2.2)
BUILDING 10
2.4
2.5
ROOFING ASSEMBLY - TYPE 2
(ASPHALT SHINGLES - NON-VENTED ROOF)
(SEE DEMOLTION NOTE 1 AND SCOPE OF WORK ITEMS 2.1 AND 2.2)
2.6
2.7
ROOFING ASSEMBLY - TYPE 3
(ALUMINUM CANOPY - NOT IN CONTRACT)
NIC
2.8
NOT IN CONTRACT
3.0
3.1
BUILDING 1
3.2
BUILDING 2
BUILDING 3
GENERAL:
INTERIOR PROTECTION DURING CONSTRUCTION: PRIOR TO DEMOLITION, INSTALL PROTECTION OVER INTERIOR SPACES
AS REQUIRED TO PROTECT OCCUPANTS, BUILDING COMPONENTS, AND EQUIPMENT FROM WEATHER ELEMENTS AND
CONSTRUCTION RELATED DEBRIS.
WEATHERPROOF ENCLOSURES DURING CONSTRUCTION: APPLY WEATHERPROOF ROOF COVERINGS OVER THE ROOF
AREAS DESIGNATED FOR REPLACEMENT OR REPAIR AS REQUIRED TO PREVENT THE INTRUSION OF WEATHER ELEMENTS INTO THE
BUILDING DURING THE CONSTRUCTION PROCESS.
HOUSEKEEPING: THOROUGHLY CLEAN ALL CONSTRUCTION RELATED DEBRIS FROM ALL INTERIOR SURFACES, EXTERIOR
SURFACES, AND THE SITE ON A DAILY BASIS. ALL CONSTRUCTION EQUIPMENT, DEBRIS, AND NEW MATERIAL STORED ON THE SITE
SHALL BE SECURED TO PREVENT WIND DISPLACEMENT.
SAFETY: DO NOT CONDUCT ANY WORK ON THE BUILDINGS WHILE THE BUILDING IS OCCUPIED. COORDINATE WITH THE SCHOOL
FOR ANY WORK AFTER HOURS DURING THE SCHOOL WEEK AND ON WEEKENDS. PROVIDE ALL NECESSARY MEASURES TO ENSURE
SAFETY DURING THE PERIODS WHEN THE SCHOOL IS OCCUPIED TO PREVENT ACCESS TO THE CONSTRUCTION AREAS AND
STAGING AREAS INCLUDING BUT NOT LIMITED TO SIGNS, FENCES, AND OTHER BARRIERS. INSTALL A TEMPORARY BARRIER OVER
THE TOP OF ALL ENTRANCES FOR A DISTANCE OF 10 FEET BEYOND THE ENTRANCE AS REQUIRED TO PROTECT PEDESTRIANS FROM
FALLING DEBRIS.
DAMAGED SUBSTRATES: REPLACE ALL DAMAGED SUBSTRATES PRIOR TO INSTALLATION OF NEW MATERIALS INCLUDING BUT
NOT LIMITED TO SHEATHING, WOOD BLOCKING, STUCCO, AND EIFS
MOCKUPS: FABRICATE AND INSTALL AN IN-PLACE MOCKUP OF ALL DETAILS. RECEIVE WRITTEN APPROVAL OF EACH MOCKUP BY
THE ARCHITECT PRIOR TO INSTALLATION OF ADDITIONAL SIMILAR DETAILS.
ASPHALT SHINGLE ROOFS:
DEMOLITION: REMOVE ALL EXISTING ASPHALT SHINGLES, UNDERLAYMENTS, AND FASTENERS FROM THE SURFACE OF THE
EXISTING PLYWOOD ROOF DECKS. REMOVE ALL EXISTING METAL FLASHINGS FROM THE ASPHALT SHINGLE ROOFS INCLUDING BUT
NOT LIMITED TO METAL FLASHINGS, DRIP EDGES, VALLEY FLASHINGS, GUTTER, DOWNSPOUTS, AND FASTENERS.
PLYWOOD ROOF DECK RE-SECUREMENT: RE-SECURE THE EXISTING AND REPLACED PLYWOOD ROOF DECKS WITH #8 HOT
DIPPED GALVANIZED, FLAT HEAD SHEET METAL SCREWS AT 6 INCHES ON CENTER AT ALL SIDE JOINTS AND END JOINTS IN THE
PERIMETER AND FIELD OF THE ROOF. DECREASE THE SPACING TO 4 INCHES O. C. IN THE 12 FEET X 12 FEET CORNERS OF ALL
ROOFS.
UNDERLAYMENT APPLICATION: PREPARE ALL ROOF SURFACES TO RECEIVE THE NEW ROOFING ASSEMBLY AS REQUIRED BY
THE UNDERLAYMENT MANUFACTURER. APPLY PRIMER OVER ALL PLYWOOD ROOF DECK SURFACES. APPLY ONE PLY OF SELF
ADHERED MODIFIED BITUMINOUS UNDERLAYMENT OVER ALL ROOF DECK AND ADJACENT VERTICAL SURFACES. APPLY AN
ADDITIONAL UNDERLAYMENT PLY OVER ALL VALLEYS AND OVER ALL PRIMED METAL FLASHING FLANGES.
SHINGLE INSTALLATION: MECHANICALLY ATTACH 40 YEAR ARCHITECTURAL SHINGLES OVER ALL ROOF SURFACES.
METAL FLASHING INSTALLATION: INSTALL METAL FLASHINGS AT THE PERIMETERS OF ALL ROOF SURFACES AND WHERE
INDICATED ON THE DRAWINGS. ALL METAL FLASHING TO BE PRE-PAINTED ALUMINUM AT THE STRAIGHT RUNS. ALL TRANSITION
FLASHINGS INCLUDING INSIDE AND OUTSIDE CORNERS, TERMINATIONS, AND INTERSECTIONS WITH OTHER DETAILS, TO BE .050
MILL FINISHED ALUMINUM WITH FULLY WELDED NON-MOVING SEAMS AND PAINTED TO MATCH THE ADJACENT ALUMINUM COLOR.
ALL FASTENERS TO BE STAINLESS STEEL. INSTALL STEPPED RAKE FLASHINGS AT CURB RAKES AND WALL RAKES. REPLACE THE
LEAD BOOTS AT ALL PLUMBING VENTS. ALL HORIZONTAL FLANGES AT DRIP EDGES, RAKES AND STEPPED "L" FLASHINGS TO BE
COVERED WITH WET FLASHING CEMENT.
RIDGE VENTS: REPLACE ALL EXISTING RIDGE VENTS WITH NEW CONTINUOUS RIDGE VENTS APPROVED BY THE SHINGLE
MANUFACTURER.
MECHANICAL / ELECTRICAL EQUIPMENT: REUSE THE EXISTING CURBS OF ALL ROOF MOUNTED EXHAUST FANS AND
SUPPLY FANS. REMOVE ALL EXISTING ROOF MOUNTED VENTS AND REPLACE WITH PREFABRICATED .050" MILL FINISHED ALUMINUM
VENTS WITH ALL WELDED SEAMS AND STAINLESS STEEL INSECT SCREENS.
DRAINAGE: REMOVE ALL EXISTING GUTTERS AND DOWNSPOUTS. PATCH ALL HOLES IN EXTERIOR WALLS AT THE DOWNSPOUTS
AND REPAINT WALL SURFACE 12 INCHES WIDE BY THE HEIGHT OF THE WALL TO MATCH THE EXISTING WALL PAINT COLOR. INSTALL
NEW SEAMLESS PRE-PAINTED ALUMINUM GUTTERS WITH ALL NON-MOVING SEAMS FULLY WELDED AND POST PAINTED. INSTALL
SCHEDULE 40 PVC DOWNSPOUTS AND PAINT TO MATCH THE ADJACENT WALL COLOR. AT ALL EXISTING STORM DRAIN LINES,
CONNECT THE DISCHARGE END OF THE DOWNSPOUTS TO EXISTING STORM LINES WITH ROUND TO SQUARE PVC OR ALUMINUM
TRANSITION FITTINGS AS REQUIRED TO MATCH THE EXISTING STORM LINES. IF EXISTING STORM LINES ARE NOT PRESENT, INSTALL
NEW CONCRETE SPLASH BLOCKS.
CLERESTORY WALL RESURFACING:
STUCCO RESURFACING: WHERE NOTED ON THE DRAWINGS, PREPARE CLERESTORY WALL STUCCO AS REQUIRED BY THE
STUCCO RESTORATION AND PAINT MATERIALS MANUFACTURER INCLUDING BUT NOT LIMITED TO: SOUNDING OF ALL STUCCO
SURFACES, REMOVAL OF UNBONDED AND DETERIORATED STUCCO, AND REPLACEMENT WITH NON-SHRINK STUCCO PATCH;
REPAIR OF ALL CRACKS IN STUCCO, AND REPLACEMENT OF ALL DAMAGED OR MISSING STUCCO ACCESSORIES. APPLY A BASE
COAT AND SCRIM OVER ALL PROPERLY PREPARED STUCCO SURFACES. APPLY A SECOND LAYER OF SCRIM OVER ALL EXTERIOR
VERTICAL AND HORIZONTAL WALL CORNERS, COLUMN CORNERS, AND CORNERS AT WINDOWS, DOORS, AND LOUVER OPENINGS.
APPLY THE FINISH COAT OF THE RESTORATION SYSTEM OVER ALL STUCCO SURFACES. PAINT ALL STUCCO SURFACES. REPLACE
ALL SEALANTS AT THE PERIMETER OF THE WALL AND WALL PENETRATIONS WITH URETHANE SEALANTS AND BACKER RODS.
EIFS RESURFACING: PREPARE EIFS AS REQUIRED BY THE EIFS RESTORATION AND PAINT MATERIALS MANUFACTURER
INCLUDING BUT NOT LIMITED TO: REMOVAL OF EXISTING DETERIORATED EIFS AND REPLACEMENT WITH EIFS PATCH; REPAIR OF
ALL CRACKS IN EIFS, AND REPLACEMENT OF ALL DAMAGED OR MISSING EIFS ACCESSORIES. APPLY A BASE COAT AND SCRIM OVER
ALL PROPERLY PREPARED EIFS SURFACES. APPLY A SECOND LAYER OF SCRIM OVER ALL EXTERIOR VERTICAL AND HORIZONTAL
WALL CORNERS, COLUMN CORNERS, AND CORNERS AT WINDOWS, DOORS, AND LOUVER OPENINGS. APPLY THE FINISH COAT OF
THE RESTORATION SYSTEM OVER ALL EIFS SURFACES. PAINT ALL EIFS SURFACES. REPLACE ALL SEALANTS AT THE PERIMETER OF
THE WALL AND WALL PENETRATIONS WITH URETHANE SEALANTS AND BACKER RODS.
BUILDING 4 (GYMNASIUM)
CONSTRUCTION DOCUMENTS
ST. LUCIE PUBLIC SCHOOLS
SOUTHERN OAKS MIDDLE SCHOOL
PORT ST. LUCIE, FLORIDA
ROOFING REPLACEMENT PROJECT
BUILDING 5
JAY AMMON ARCHITECT, INC.
3246 LAKEVIEW OAKS DRIVE
LONGWOOD, FLORIDA 32779
(407) 333-1977
FAX: (407) 333-4686
E MAIL: JAY@JAYAMMON.COM
BUILDING 6
BUILDING 7
BUILDING 8
REVISIONS
NUMBER
TYPE
DATE:
JSJ
DRAWN BY:
APPROVED BY: JPA
N
16-121
PROJECT NUMBER:
APRIL 12, 2016
DATE:
DEMOLITION ROOF PLAN
SCALE: 1" = 40'-0"
DEMOLITION ROOF PLAN
PLOT: 1" = 40'-0"
SHEET
A1.0
LEGEND
ROOF EDGE
ROOF EDGE WITH GUTTER
(SEE DETAILS A/A2.2, B/A2.2, SHEET A2.8 AND NEW CONSTRUCTION NOTE 1)
GUTTER EXPANSION JOINT
(SEE DETAIL B/A2.8 AND NEW CONSTRUCTION NOTE 1)
NEW CONSTRUCTION NOTES
SCOPE OF WORK
1. GUTTERS AND DOWNSPOUTS: INSTALL NEW GUTTERS AND NEW DOWNSPOUTS IN
SAME LOCATIONS AS WHERE THEY WERE REMOVED. INSTALL GUTTER EXPANSION JOINTS
CENTERED IN BETWEEN DOWNSPOUT LOCATIONS, NO MORE THAN 50 FEET APART IN
LONG, STRAIGHT RUNS AND NO MORE THAN 25 FEET FROM ANY FIXED CORNER. INSTALL
DOWNSPOUTS IN LOCATIONS TO CONNECT TO EXISTING STORM DRAINAGE. INSTALL A
PVC TRANSITION FLASHING TO BE INSERTED INTO EXISTING STORM DRAINAGE
CONNECTION. INSTALL CLEANOUT AT TRANSITION. SEE SCOPE OF WORK 2.8 AND
DETAILS ON SHEET A2.8.
THE SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:
1.0
1.1
1.2
1.3
1.4
RIDGE
(SEE DETAILS ON SHEET A2.5)
1.5
CLERESTORY WALL
(SEE DETAILS A/A2.3, B/A2.3 AND A/A2.4)
C
A2.3
1.6
2.0
2.1
EXHAUST FAN
(SEE DETAILS A/A2.7, B/A2.7, C/A2.7 AND SCOPE OF WORK 2.7)
C
A2.3
GOOSENECK VENT - TYPE 1
(SEE DETAILS A/A2.7, B/A2.7, C/A2.7 AND SCOPE OF WORK 2.7)
C
A2.5
A
A2.6
2.2
B
A2.2
ROOF MOUNTED ANTENNA
(SEE DETAIL E/A2.7)
2.3
A
A2.4
FRESH AIR INTAKE
(SEE DETAILS A/A2.7, B/A2.7, C/A2.7 AND SCOPE OF WORK 2.7)
BUILDING 10
2.4
2.5
NIC
B
A2.2
B
A2.2
B
A2.2
PLUMBING VENT
(SEE DETAIL D/A2.7)
B
A2.2
FLUE VENT
(SEE DETAIL D/A2.6)
B
A2.2
C
A2.3
C
A2.3
B
A2.4
C
A2.5
C
A2.3
B
A2.3
C
A2.3
A
A2.3
NIC
ROOFING ASSEMBLY - TYPE 1
(SEE SPECIFICATION SECTION 07311 AND DETAIL A/A2.1)
2.7
2.8
B
A2.2
B
A2.2
GOOSENECK VENT - TYPE 2
(SEE DETAIL F/A2.7)
2.6
A
A2.5
C
A2.3
C
A2.5
ROOFING ASSEMBLY - TYPE 2
(SEE SPECIFICATION SECTION 07311 AND DETAIL B/A2.1)
3.0
3.1
C
A2.5
A
A2.2
A
A2.3
ROOFING ASSEMBLY - TYPE 3
(ALUMINUM CANOPY - NOT IN CONTRACT)
BUILDING 1
C
A2.3
BUILDING 2
3.2
NIC
ROOF SLOPE - 3:12
BUILDING 3
B
A2.3
C
A2.3
B
A2.2
GENERAL:
INTERIOR PROTECTION DURING CONSTRUCTION: PRIOR TO DEMOLITION, INSTALL PROTECTION OVER INTERIOR SPACES
AS REQUIRED TO PROTECT OCCUPANTS, BUILDING COMPONENTS, AND EQUIPMENT FROM WEATHER ELEMENTS AND
CONSTRUCTION RELATED DEBRIS.
WEATHERPROOF ENCLOSURES DURING CONSTRUCTION: APPLY WEATHERPROOF ROOF COVERINGS OVER THE ROOF
AREAS DESIGNATED FOR REPLACEMENT OR REPAIR AS REQUIRED TO PREVENT THE INTRUSION OF WEATHER ELEMENTS INTO THE
BUILDING DURING THE CONSTRUCTION PROCESS.
HOUSEKEEPING: THOROUGHLY CLEAN ALL CONSTRUCTION RELATED DEBRIS FROM ALL INTERIOR SURFACES, EXTERIOR
SURFACES, AND THE SITE ON A DAILY BASIS. ALL CONSTRUCTION EQUIPMENT, DEBRIS, AND NEW MATERIAL STORED ON THE SITE
SHALL BE SECURED TO PREVENT WIND DISPLACEMENT.
SAFETY: DO NOT CONDUCT ANY WORK ON THE BUILDINGS WHILE THE BUILDING IS OCCUPIED. COORDINATE WITH THE SCHOOL
FOR ANY WORK AFTER HOURS DURING THE SCHOOL WEEK AND ON WEEKENDS. PROVIDE ALL NECESSARY MEASURES TO ENSURE
SAFETY DURING THE PERIODS WHEN THE SCHOOL IS OCCUPIED TO PREVENT ACCESS TO THE CONSTRUCTION AREAS AND
STAGING AREAS INCLUDING BUT NOT LIMITED TO SIGNS, FENCES, AND OTHER BARRIERS. INSTALL A TEMPORARY BARRIER OVER
THE TOP OF ALL ENTRANCES FOR A DISTANCE OF 10 FEET BEYOND THE ENTRANCE AS REQUIRED TO PROTECT PEDESTRIANS FROM
FALLING DEBRIS.
DAMAGED SUBSTRATES: REPLACE ALL DAMAGED SUBSTRATES PRIOR TO INSTALLATION OF NEW MATERIALS INCLUDING BUT
NOT LIMITED TO SHEATHING, WOOD BLOCKING, STUCCO, AND EIFS
MOCKUPS: FABRICATE AND INSTALL AN IN-PLACE MOCKUP OF ALL DETAILS. RECEIVE WRITTEN APPROVAL OF EACH MOCKUP BY
THE ARCHITECT PRIOR TO INSTALLATION OF ADDITIONAL SIMILAR DETAILS.
ASPHALT SHINGLE ROOFS:
DEMOLITION: REMOVE ALL EXISTING ASPHALT SHINGLES, UNDERLAYMENTS, AND FASTENERS FROM THE SURFACE OF THE
EXISTING PLYWOOD ROOF DECKS. REMOVE ALL EXISTING METAL FLASHINGS FROM THE ASPHALT SHINGLE ROOFS INCLUDING BUT
NOT LIMITED TO METAL FLASHINGS, DRIP EDGES, VALLEY FLASHINGS, GUTTER, DOWNSPOUTS, AND FASTENERS.
PLYWOOD ROOF DECK RE-SECUREMENT: RE-SECURE THE EXISTING AND REPLACED PLYWOOD ROOF DECKS WITH #8 HOT
DIPPED GALVANIZED, FLAT HEAD SHEET METAL SCREWS AT 6 INCHES ON CENTER AT ALL SIDE JOINTS AND END JOINTS IN THE
PERIMETER AND FIELD OF THE ROOF. DECREASE THE SPACING TO 4 INCHES O. C. IN THE 12 FEET X 12 FEET CORNERS OF ALL
ROOFS.
UNDERLAYMENT APPLICATION: PREPARE ALL ROOF SURFACES TO RECEIVE THE NEW ROOFING ASSEMBLY AS REQUIRED BY
THE UNDERLAYMENT MANUFACTURER. APPLY PRIMER OVER ALL PLYWOOD ROOF DECK SURFACES. APPLY ONE PLY OF SELF
ADHERED MODIFIED BITUMINOUS UNDERLAYMENT OVER ALL ROOF DECK AND ADJACENT VERTICAL SURFACES. APPLY AN
ADDITIONAL UNDERLAYMENT PLY OVER ALL VALLEYS AND OVER ALL PRIMED METAL FLASHING FLANGES.
SHINGLE INSTALLATION: MECHANICALLY ATTACH 40 YEAR ARCHITECTURAL SHINGLES OVER ALL ROOF SURFACES.
METAL FLASHING INSTALLATION: INSTALL METAL FLASHINGS AT THE PERIMETERS OF ALL ROOF SURFACES AND WHERE
INDICATED ON THE DRAWINGS. ALL METAL FLASHING TO BE PRE-PAINTED ALUMINUM AT THE STRAIGHT RUNS. ALL TRANSITION
FLASHINGS INCLUDING INSIDE AND OUTSIDE CORNERS, TERMINATIONS, AND INTERSECTIONS WITH OTHER DETAILS, TO BE .050
MILL FINISHED ALUMINUM WITH FULLY WELDED NON-MOVING SEAMS AND PAINTED TO MATCH THE ADJACENT ALUMINUM COLOR.
ALL FASTENERS TO BE STAINLESS STEEL. INSTALL STEPPED RAKE FLASHINGS AT CURB RAKES AND WALL RAKES. REPLACE THE
LEAD BOOTS AT ALL PLUMBING VENTS. ALL HORIZONTAL FLANGES AT DRIP EDGES, RAKES AND STEPPED "L" FLASHINGS TO BE
COVERED WITH WET FLASHING CEMENT.
RIDGE VENTS: REPLACE ALL EXISTING RIDGE VENTS WITH NEW CONTINUOUS RIDGE VENTS APPROVED BY THE SHINGLE
MANUFACTURER.
MECHANICAL / ELECTRICAL EQUIPMENT: REUSE THE EXISTING CURBS OF ALL ROOF MOUNTED EXHAUST FANS AND
SUPPLY FANS. REMOVE ALL EXISTING ROOF MOUNTED VENTS AND REPLACE WITH PREFABRICATED .050" MILL FINISHED ALUMINUM
VENTS WITH ALL WELDED SEAMS AND STAINLESS STEEL INSECT SCREENS.
DRAINAGE: REMOVE ALL EXISTING GUTTERS AND DOWNSPOUTS. PATCH ALL HOLES IN EXTERIOR WALLS AT THE DOWNSPOUTS
AND REPAINT WALL SURFACE 12 INCHES WIDE BY THE HEIGHT OF THE WALL TO MATCH THE EXISTING WALL PAINT COLOR. INSTALL
NEW SEAMLESS PRE-PAINTED ALUMINUM GUTTERS WITH ALL NON-MOVING SEAMS FULLY WELDED AND POST PAINTED. INSTALL
SCHEDULE 40 PVC DOWNSPOUTS AND PAINT TO MATCH THE ADJACENT WALL COLOR. AT ALL EXISTING STORM DRAIN LINES,
CONNECT THE DISCHARGE END OF THE DOWNSPOUTS TO EXISTING STORM LINES WITH ROUND TO SQUARE PVC OR ALUMINUM
TRANSITION FITTINGS AS REQUIRED TO MATCH THE EXISTING STORM LINES. IF EXISTING STORM LINES ARE NOT PRESENT, INSTALL
NEW CONCRETE SPLASH BLOCKS.
CLERESTORY WALL RESURFACING:
STUCCO RESURFACING: WHERE NOTED ON THE DRAWINGS, PREPARE CLERESTORY WALL STUCCO AS REQUIRED BY THE
STUCCO RESTORATION AND PAINT MATERIALS MANUFACTURER INCLUDING BUT NOT LIMITED TO: SOUNDING OF ALL STUCCO
SURFACES, REMOVAL OF UNBONDED AND DETERIORATED STUCCO, AND REPLACEMENT WITH NON-SHRINK STUCCO PATCH;
REPAIR OF ALL CRACKS IN STUCCO, AND REPLACEMENT OF ALL DAMAGED OR MISSING STUCCO ACCESSORIES. APPLY A BASE
COAT AND SCRIM OVER ALL PROPERLY PREPARED STUCCO SURFACES. APPLY A SECOND LAYER OF SCRIM OVER ALL EXTERIOR
VERTICAL AND HORIZONTAL WALL CORNERS, COLUMN CORNERS, AND CORNERS AT WINDOWS, DOORS, AND LOUVER OPENINGS.
APPLY THE FINISH COAT OF THE RESTORATION SYSTEM OVER ALL STUCCO SURFACES. PAINT ALL STUCCO SURFACES. REPLACE
ALL SEALANTS AT THE PERIMETER OF THE WALL AND WALL PENETRATIONS WITH URETHANE SEALANTS AND BACKER RODS.
EIFS RESURFACING: PREPARE EIFS AS REQUIRED BY THE EIFS RESTORATION AND PAINT MATERIALS MANUFACTURER
INCLUDING BUT NOT LIMITED TO: REMOVAL OF EXISTING DETERIORATED EIFS AND REPLACEMENT WITH EIFS PATCH; REPAIR OF
ALL CRACKS IN EIFS, AND REPLACEMENT OF ALL DAMAGED OR MISSING EIFS ACCESSORIES. APPLY A BASE COAT AND SCRIM OVER
ALL PROPERLY PREPARED EIFS SURFACES. APPLY A SECOND LAYER OF SCRIM OVER ALL EXTERIOR VERTICAL AND HORIZONTAL
WALL CORNERS, COLUMN CORNERS, AND CORNERS AT WINDOWS, DOORS, AND LOUVER OPENINGS. APPLY THE FINISH COAT OF
THE RESTORATION SYSTEM OVER ALL EIFS SURFACES. PAINT ALL EIFS SURFACES. REPLACE ALL SEALANTS AT THE PERIMETER OF
THE WALL AND WALL PENETRATIONS WITH URETHANE SEALANTS AND BACKER RODS.
ROOF SLOPE - 6:12
C
A2.2
B
A2.2
DETAIL DESIGNATION
C
A2.3
NIC
NOT IN CONTRACT
NIC
C
A2.3
NIC
BUILDING 4 (GYMNASIUM)
B
A2.2
C
A2.3
C
A2.3
C
A2.5
C
A2.5
B
A2.2
B
A2.2
B
A2.2
B
A2.2
C
A2.5
B
A2.2
C
A2.5
CONSTRUCTION DOCUMENTS
B
A2.2
ST. LUCIE PUBLIC SCHOOLS
B
A2.2
SOUTHERN OAKS MIDDLE SCHOOL
PORT ST. LUCIE, FLORIDA
ROOFING REPLACEMENT PROJECT
BUILDING 5
C
A2.3
C
A2.3
C
A2.3
BUILDING 6
BUILDING 7
JAY AMMON ARCHITECT, INC.
3246 LAKEVIEW OAKS DRIVE
LONGWOOD, FLORIDA 32779
(407) 333-1977
FAX: (407) 333-4686
E MAIL: JAY@JAYAMMON.COM
BUILDING 8
REVISIONS
NUMBER
TYPE
DATE:
NIC
C
A2.3
JSJ
DRAWN BY:
APPROVED BY: JPA
N
16-121
PROJECT NUMBER:
APRIL 12, 2016
DATE:
PROPOSED ROOF ROOF PLAN
PROPOSED ROOF PLAN
SCALE: 1" = 40'-0"
PLOT: 1" = 40'-0"
SHEET
A1.1
MATERIAL COMPONENT SCHEDULE
ROUGH CARPENTRY SPECIFICATION SECTION 06100
PLYWOOD: EXTERIOR GRADE PRESSURE TREATED PLYWOOD.
P.T. WOOD BLOCKING: PRESSURE TREATED WOOD
MECHANICALLY ATTACHED TO SUBSTRATE.
RE-SURFACING OF
EXISTING STUCCO AND EIFS
ASPHALT ADHESIVE STRIP
NOTES:
A. FASTENER TYPE AND SPACING PER MANUFACTURER'S RECOMMENDATION AND
DESIGN WIND PRESSURES.
B. ALL FASTENERS TO HAVE A MINIMUM EMBEDMENT INTO THE PLYWOOD DECK PER
MANUFACTURER'S RECOMMENDATIONS.
C. EXISTING ROOFING ASSEMBLY THICKNESSES ARE APPROXIMATE ONLY.
CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED
TO ROOF ASSEMBLY THICKNESSES.
ASPHALT SHINGLE FASTENER SEE SPECIFICATION SECTION 07311
6 FASTENERS PER SHINGLE OR
PER MANUFACTURER'S INSTALLATION INSTRUCTIONS
NOTES:
A. FASTENER TYPE AND SPACING PER MANUFACTURER'S RECOMMENDATION AND
DESIGN WIND PRESSURES.
B. ALL FASTENERS TO HAVE A MINIMUM EMBEDMENT INTO THE PLYWOOD DECK PER
MANUFACTURER'S RECOMMENDATIONS.
C. EXISTING ROOFING ASSEMBLY THICKNESSES ARE APPROXIMATE ONLY.
CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED
TO ROOF ASSEMBLY THICKNESSES.
ASPHALT SHINGLES SPECIFICATION SECTION 07311
ASPHALT SHINGLE FASTENER SEE SPECIFICATION SECTION 07311
ASPHALT SHINGLE - BEYOND
ASPHALT SHINGLE
ASPHALT SHINGLE - BEYOND
ASPHALT SHINGLE
EQUAL
SELF-ADHERED UNDERLAYMENT
SELF-ADHERED UNDERLAYMENT
EXISTING PLYWOOD DECK SEE SCOPE OF WORK 2.2
EXISTING PLYWOOD DECK SEE SCOPE OF WORK 2.2
EXISTING METAL DECK
EXISTING RIGID INSULATION
EQUAL
EQUAL
EQUAL
EQUAL
1"
1"
EXISTING METAL DECK
A
A2.1
ROOFING ASSEMBLY TYPE 1 TYPICAL
B
A2.1
NTS
SPECIFICATION SECTION 07165
BASE COAT: ONE-COMPONENT ACRYLIC NONCEMENTITIOUS,
FIBER-REINFORCED ACRYLIC BASE COAT. BASIS OF DESIGN: STO
RFP (80225) MANUFACTURED BY STO CORPORATION.
FINISH COAT: READY-MIXED, TEXTURED WALL COATING WITH
SELF-CLEANING CAPABILITIES. BASIS OF DESIGN: STOLIT LOTUSAN
1.5 (80191) MANUFACTURED BY STO CORPORATION.
PRIMER: PRIMER TINTED TO SAME COLOR AS FINISH COAT. BASIS
OF DESIGN: STO PRIMER SMOOTH (80804) MANUFACTURED BY STO
CORPORATION.
REINFORCING MESH: REINFORCING POLYMER COATED GLASS
FIBER MESH. BASIS OF DESIGN: STO MESH (80920) MANUFACTURED
BY STO CORPORATION.
STUCCO CRACK FILLER: ACRYLIC-BASED SURFACE LEVELER
KNIFE-GRADE CRACK FILLER. BASIS OF DESIGN: STO FLEXIBLE SKIM
COAT (80213) MANUFACTURED BY STO.
ASPHALT SHINGLE: 40 YEAR ARCHITECTURAL ASPHALT
SHINGLES, COMPLYING WITH FBC SECTION 1507.2. COLOR TO BE
APPROVED BY OWNER / A/E.
RIDGE SHINGLE: RIDGE SHINGLE APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
RIDGE VENT: CONTINUOUS RIDGE VENT APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
SEALING STRIPS: SEALING STRIPS ON ASPHALT SHINGLES.
SELF-ADHERED UNDERLAYMENT: 30 MIL SELF-ADHERED HIGH
TEMPERATURE UNDERLAYMENT WITH A BUTYL RUBBER BASED
ADHESIVE BACKED BY A LAYER OF HIGH DENSITY CROSS LAMINATED
POLYETHYLENE COMPLYING WITH ASTM D1970 AND FBC SECTION
1507.2.
STARTER COURSE: ASPHALT STARTER COURSE SHINGLES
RECOMMENDED BY MANUFACTURER.
SHEET METAL FLASHING & TRIM
ROOFING ASSEMBLY TYPE 2 BUILDING 4 - (GYMNASIUM)
SPECIFICATION SECTION 07620
APRON FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
BACKER FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
COUNTERFLASHING: .040" PRE-PAINTED ALUMINUM, ASTM B209.
COVER FLASHING: .050" PRE-PAINTED ALUMINUM, ASTM B209.
DOWNSPOUT: SCHEDULE 40 PVC, 6" ROUND DOWNSPOUTS,
SECURED TO GUTTER AND TO DOWNSPOUT STRAPS WITH STAINLESS
STEEL FASTENERS. APPLY PRIMER AND TWO COATS OF PAINT
MATCHING EXTERIOR WALL COLOR.
DOWNSPOUT STRAP: .063" THICK X 1" WIDE PRE-PAINTED
ALUMINUM, SECURED TO EXISTING WALL WITH STAINLESS STEEL
FASTENERS.
DRIP EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
FLUE VENT FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
GUTTER: SEAMLESS GUTTER, .040" PRE-PAINTED ALUMINUM, ASTM
B209, SECURED TO STRUCTURAL FASCIA COMPONENTS WITH
STAINLESS STEEL FASTENERS. SEE DRAWINGS FOR SIZE.
GUTTER STRAP: .050" PRE-PAINTED ALUMINUM ASTM B209,
SECURED TO STRUCTURAL FASCIA COMPONENTS AND TO OUTSIDE
TOP EDGE OF GUTTER WITH STAINLESS STEEL FASTENERS.
HEAD WALL FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
"L" STEP FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
LEAD BOOT FLASHING: 4 POUND SHEET LEAD, WRAPPED INTO
VENT.
METAL CLEAT: .040" PRE-PAINTED ALUMINUM, ASTM B209.
METAL CRICKET FLASHING: .050" ALUMINUM, ASTM B209.
METAL EXTENSION FLASHING: .032" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL FLASHING SLEEVE: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL RAIN COLLAR FLASHING: .040" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL REGLET FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL TRIM FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209
ONE-PIECE TRANSITION FLASHING: .050" ALUMINUM, ASTM
B209.
RAKE EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
VALLEY FLASHING: 24 GAGE STAINLESS STEEL, TYPE 304.
C ASPHALT SHINGLE FASTENING PATTERN
NTS
A2.1
NTS
NOTE:
1. GUTTER ASSEMBLY NOT SHOWN FOR CLARITY.
ASPHALT SHINGLES
SL
OP
E
SEALANT STRIPS
JOINT SEALANTS SPECIFICATION SECTION 07920
ASPHALT SHINGLES
SELF-ADHERED
UNDERLAYMENT
EXISTING
ROOF DECK
ASSEMBLY
BACKER ROD: CLOSED-CELL BACKER ROD.
BUTYL SEALANT: ONE-PART GUN GRADE, BUTYL-RUBBER BASED
JOINT SEALANT, ASTM C 1311.
SILICONE SEALANT: SINGLE-COMPONENT, NONSAG,
NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920, TYPE S,
GRADE NS, CLASS 100/50, FOR USE NT. APPLIED TO PRIMED
SURFACES.
SEALANT TAPE: 1" WIDE BUTYL SEALANT TAPE, APPLIED BETWEEN
METAL SURFACES AND UNDERLYING SURFACE.
STRUCTURAL SEALANT: SINGLE-COMPONENT, MOISTURE
CURING, GUN GRADE ADHESIVE, "M-1" MANUFACTURED BY CHEM
LINK ENGINEERED SYSTEMS.
URETHANE SEALANT: SINGLE-COMPONENT, NONSAG,
POLYURETHANE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS,
CLASS 100/50, FOR USE NT. APPLIED TO PRIMED SURFACES.
SS #12 THREADED ANNULAR RING SHANK NAILS AT
3" O.C. STAGGERED - 1/2"
SEALING STRIPS
STARTER COURSE
CONSTRUCTION DOCUMENTS
SS #12 THREADED ANNULAR RING SHANK NAILS AT
3" O.C. STAGGERED - 1/2"
DRIP EDGE
ADD MANUFACTURED APPROVED
FLASHING / ROOFING CEMENT BETWEEN
ALL SHINGLES AT RAKE
ASPHALT SHINGLES
SELF-ADHERED UNDERLAYMENT
ST. LUCIE PUBLIC SCHOOLS
SS #12 THREADED ANNULAR
RING SHANK NAILS AT
3" O.C. STAGGERED - 1/2"
SEALING STRIPS
MINIMUM 8-INCH WIDE STRIP OF FLASHING CEMENT
SOUTHERN OAKS MIDDLE SCHOOL
PORT ST. LUCIE, FLORIDA
RAKE EDGE
ROOFING REPLACEMENT PROJECT
RAKE EDGE
EXISTING STRUCTURAL WALL
JAY AMMON ARCHITECT, INC.
DRIP EDGE
SELF-ADHERED UNDERLAYMENT
SELF-ADHERED
UNDERLAYMENT
BELOW
MINIMUM 8-INCH WIDE STRIP OF FLASHING CEMENT
EXISTING ROOF DECK ASSEMBLY
3246 LAKEVIEW OAKS DRIVE
LONGWOOD, FLORIDA 32779
(407) 333-1977
FAX: (407) 333-4686
E MAIL: JAY@JAYAMMON.COM
REVISIONS
NUMBER
TYPE
DATE:
MINIMUM 8-INCH WIDE STRIP OF FLASHING CEMENT
JSJ
DRAWN BY:
APPROVED BY: JPA
D TYPICAL DRIP EDGE - PLAN VIEW
NTS
A2.1
E TYPICAL RAKE EDGE - PLAN VIEW
NTS
A2.1
F TYPICAL RAKE EDGE / DRIP EDGE TRANSITION - PLAN VIEW
NTS
A2.1
16-121
PROJECT NUMBER:
APRIL 12, 2016
DATE:
ROOF DETAILS
PLOT: N.T.S.
SHEET
A2.1
MINIMUM 8-INCH WIDE STRIP OF FLASHING CEMENT
SS #12 THREADED ANNULAR RING SHANK NAILS AT
3" O.C. STAGGERED - 1/2"
MINIMUM 8-INCH WIDE STRIP OF FLASHING CEMENT
MATERIAL COMPONENT SCHEDULE
SS #12 THREADED ANNULAR RING SHANK NAILS AT
3" O.C. STAGGERED - 1/2"
ROUGH CARPENTRY SPECIFICATION SECTION 06100
ASPHALT SHINGLE
DRIP EDGE
SELF-ADHERED UNDERLAYMENT
SS #12 PANCAKE HEAD WOOD SCREW AT 8" O.C.
FASTENED THROUGH SLOTTED HOLES
SS #12 PANCAKE HEAD WOOD SCREW
TWO PER BRACKET
ALUMINUM 1/8" SOLID RIVET
ONE PER STRAP
EXISTING STEEL JOIST
GUTTER BRACKET AT 30" O.C.
ALTERNATE W/STRAPS
TO START 6" FROM ENDS
GUTTER
EXTRUDED - NO SEAMS PERMITTED
1"
8"
1"
EXISTING WOOD BLOCKING
SS 1/8" SOLID RIVET
ONE PER STRAP
GUTTER THROAT SOLDERED TO FLOOR OF GUTTER
1 1/2"
GUTTER SLOPE A MINIMUM OF
1/16" / FT. TO DOWNSPOUT
EXISTING STEEL JOIST
GUTTER STRAP AT 30" O.C.
ALTERNATE W/ BRACKET
EXISTING METAL DECK
ALUMINUM 1/8" SOLID RIVET
ONE PER STRAP
GUTTER THROAT SOLDERED TO FLOOR OF GUTTER
EXISTING METAL DECK
SS #12 PANCAKE HEAD WOOD SCREW
TWO PER BRACKET
EXISTING RIGID INSULATION
GUTTER STRAP AT 30" O.C.
ALTERNATE W/ BRACKETS
EXISTING PLYWOOD DECK SEE SCOPE OF WORK 2.2
SS #12 PANCAKE HEAD WOOD SCREW AT 8" O.C.
FASTENED THROUGH SLOTTED HOLES
EXISTING PLYWOOD DECK SEE SCOPE OF WORK 2.2
8"
SELF-ADHERED UNDERLAYMENT
SS #12 PANCAKE HEAD WOOD SCREW
TWO PER STRAP
DRIP EDGE
GUTTER BRACKET AT 30" O.C.
ALTERNATE W/ STRAPS
TO START 6" FROM ENDS
GUTTER
EXTRUDED - NO SEAMS PERMITTED
PLYWOOD: EXTERIOR GRADE PRESSURE TREATED PLYWOOD.
P.T. WOOD BLOCKING: PRESSURE TREATED WOOD
MECHANICALLY ATTACHED TO SUBSTRATE.
ASPHALT SHINGLE
1"
8"
1"
EXISTING WOOD BLOCKING
8"
EXISTING STEEL ANGLE
EXISTING CONCRETE BEAM
GUTTER SLOPE A MINIMUM OF
1/16" / FT. TO DOWNSPOUT
EXISTING STEEL ANGLE
BACKER ROD AND
SILICONE SEALANT
BACKER ROD AND SILICONE SEALANT
3"
3"
SLOPE OF GUTTER - BEYOND
SLOPE OF GUTTER - BEYOND
6"
6"
EXISTING CMU
DOWNSPOUT STRAP
DOWNSPOUT STRAP
DOWNSPOUT
EXISTING CMU VENEER
EXISTING STEEL ANGLE
EXISTING CMU WALL
A EAVE DETAIL - BUILDING 4 - GYMNASIUM
NTS
A2.2
B EAVE DETAIL - TYPICAL
NTS
A2.2
NOTES:
1. COUNTERFLASHING AND EXISTING WALL FINISH NOT SHOWN FOR CLARITY.
6"
1"
SELF-ADHERED UNDERLAYMENT
TURNED UP AT WALL
EXISTING WALL ASSEMBLY
SELF-ADHERED UNDERLAYMENT
NOTE: METAL CLEAT BELOW NOT SHOWN FOR CLARITY.
4"
SEALING STRIPS
3/4"
DRIP EDGE
BUTYL SEALANT
45°
DETAIL A
1-1/2"
BUTYL SEALANT
JOINT SEALANTS SPECIFICATION SECTION 07920
BACKER ROD: CLOSED-CELL BACKER ROD.
BUTYL SEALANT: ONE-PART GUN GRADE, BUTYL-RUBBER BASED
JOINT SEALANT, ASTM C 1311.
SILICONE SEALANT: SINGLE-COMPONENT, NONSAG,
NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920, TYPE S,
GRADE NS, CLASS 100/50, FOR USE NT. APPLIED TO PRIMED
SURFACES.
SEALANT TAPE: 1" WIDE BUTYL SEALANT TAPE, APPLIED BETWEEN
METAL SURFACES AND UNDERLYING SURFACE.
STRUCTURAL SEALANT: SINGLE-COMPONENT, MOISTURE
CURING, GUN GRADE ADHESIVE, "M-1" MANUFACTURED BY CHEM
LINK ENGINEERED SYSTEMS.
URETHANE SEALANT: SINGLE-COMPONENT, NONSAG,
POLYURETHANE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS,
CLASS 100/50, FOR USE NT. APPLIED TO PRIMED SURFACES.
O
4"
SL
/4"
SPECIFICATION SECTION 07620
APRON FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
BACKER FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
COUNTERFLASHING: .040" PRE-PAINTED ALUMINUM, ASTM B209.
COVER FLASHING: .050" PRE-PAINTED ALUMINUM, ASTM B209.
DOWNSPOUT: SCHEDULE 40 PVC, 6" ROUND DOWNSPOUTS,
SECURED TO GUTTER AND TO DOWNSPOUT STRAPS WITH STAINLESS
STEEL FASTENERS. APPLY PRIMER AND TWO COATS OF PAINT
MATCHING EXTERIOR WALL COLOR.
DOWNSPOUT STRAP: .063" THICK X 1" WIDE PRE-PAINTED
ALUMINUM, SECURED TO EXISTING WALL WITH STAINLESS STEEL
FASTENERS.
DRIP EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
FLUE VENT FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
GUTTER: SEAMLESS GUTTER, .040" PRE-PAINTED ALUMINUM, ASTM
B209, SECURED TO STRUCTURAL FASCIA COMPONENTS WITH
STAINLESS STEEL FASTENERS. SEE DRAWINGS FOR SIZE.
GUTTER STRAP: .050" PRE-PAINTED ALUMINUM ASTM B209,
SECURED TO STRUCTURAL FASCIA COMPONENTS AND TO OUTSIDE
TOP EDGE OF GUTTER WITH STAINLESS STEEL FASTENERS.
HEAD WALL FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
"L" STEP FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
LEAD BOOT FLASHING: 4 POUND SHEET LEAD, WRAPPED INTO
VENT.
METAL CLEAT: .040" PRE-PAINTED ALUMINUM, ASTM B209.
METAL CRICKET FLASHING: .050" ALUMINUM, ASTM B209.
METAL EXTENSION FLASHING: .032" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL FLASHING SLEEVE: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL RAIN COLLAR FLASHING: .040" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL REGLET FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL TRIM FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209
ONE-PIECE TRANSITION FLASHING: .050" ALUMINUM, ASTM
B209.
RAKE EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
VALLEY FLASHING: 24 GAGE STAINLESS STEEL, TYPE 304.
PE
CONCEALED SPLICE
PLATE (8 1/4" LONG)
81
ASPHALT SHINGLE: 40 YEAR ARCHITECTURAL ASPHALT
SHINGLES, COMPLYING WITH FBC SECTION 1507.2. COLOR TO BE
APPROVED BY OWNER / A/E.
RIDGE SHINGLE: RIDGE SHINGLE APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
RIDGE VENT: CONTINUOUS RIDGE VENT APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
SEALING STRIPS: SEALING STRIPS ON ASPHALT SHINGLES.
SELF-ADHERED UNDERLAYMENT: 30 MIL SELF-ADHERED HIGH
TEMPERATURE UNDERLAYMENT WITH A BUTYL RUBBER BASED
ADHESIVE BACKED BY A LAYER OF HIGH DENSITY CROSS LAMINATED
POLYETHYLENE COMPLYING WITH ASTM D1970 AND FBC SECTION
1507.2.
STARTER COURSE: ASPHALT STARTER COURSE SHINGLES
RECOMMENDED BY MANUFACTURER.
SHEET METAL FLASHING & TRIM
DOWNSPOUT
EXISTING STEEL BEAM
SPECIFICATION SECTION 07165
BASE COAT: ONE-COMPONENT ACRYLIC NONCEMENTITIOUS,
FIBER-REINFORCED ACRYLIC BASE COAT. BASIS OF DESIGN: STO
RFP (80225) MANUFACTURED BY STO CORPORATION.
FINISH COAT: READY-MIXED, TEXTURED WALL COATING WITH
SELF-CLEANING CAPABILITIES. BASIS OF DESIGN: STOLIT LOTUSAN
1.5 (80191) MANUFACTURED BY STO CORPORATION.
PRIMER: PRIMER TINTED TO SAME COLOR AS FINISH COAT. BASIS
OF DESIGN: STO PRIMER SMOOTH (80804) MANUFACTURED BY STO
CORPORATION.
REINFORCING MESH: REINFORCING POLYMER COATED GLASS
FIBER MESH. BASIS OF DESIGN: STO MESH (80920) MANUFACTURED
BY STO CORPORATION.
STUCCO CRACK FILLER: ACRYLIC-BASED SURFACE LEVELER
KNIFE-GRADE CRACK FILLER. BASIS OF DESIGN: STO FLEXIBLE SKIM
COAT (80213) MANUFACTURED BY STO.
ASPHALT SHINGLES SPECIFICATION SECTION 07311
1 1/2"
SS 1/8" SOLID RIVET
ONE PER STRAP
RE-SURFACING OF
EXISTING STUCCO AND EIFS
"
1/4
4"
CONSTRUCTION DOCUMENTS
ST. LUCIE PUBLIC SCHOOLS
4"
SOUTHERN OAKS MIDDLE SCHOOL
PORT ST. LUCIE, FLORIDA
ROOFING REPLACEMENT PROJECT
NOTCH SHINGLES
AS NECESSARY
ROOF SIDE
ASPHALT SHINGLES
DRIP EDGE
JAY AMMON ARCHITECT, INC.
BUTYL SEALANT
3246 LAKEVIEW OAKS DRIVE
LONGWOOD, FLORIDA 32779
(407) 333-1977
FAX: (407) 333-4686
E MAIL: JAY@JAYAMMON.COM
1-1/2"
REVISIONS
DRIP EDGE
KICK-OUT FLASHING
WITH SOLDERED OR SEALED CORNERS
DRIP EDGE
NOT SHOWN FOR CLARITY
FACE SIDE
C METAL DRIP EDGE WITH OVERLAP
NTS
A2.2
NUMBER
D PERIMETER DRIP EDGE WITH CONCEALED SPLICE PLATE
NTS
A2.2
TYPE
DATE:
JSJ
DRAWN BY:
APPROVED BY: JPA
E KICK-OUT FLASHING
NTS
A2.2
16-121
PROJECT NUMBER:
APRIL 12, 2016
DATE:
ROOF DETAILS
PLOT: N.T.S.
SHEET
A2.2
MATERIAL COMPONENT SCHEDULE
ASPHALT SHINGLE - BEYOND
ASPHALT SHINGLE
ASPHALT SHINGLE FASTENER SEE SPECIFICATION SECTION 07311
SELF-ADHERED UNDERLAYMENT
ROUGH CARPENTRY SPECIFICATION SECTION 06100
ADD MANUFACTURED APPROVED FLASHING / ROOFING CEMENT
BETWEEN ALL SHINGLES AT RAKE
EXISTING PLYWOOD DECK - SEE SCOPE OF WORK 2.2
EXISTING METAL DECK
PLYWOOD: EXTERIOR GRADE PRESSURE TREATED PLYWOOD.
P.T. WOOD BLOCKING: PRESSURE TREATED WOOD
MECHANICALLY ATTACHED TO SUBSTRATE.
MINIMUM 8-INCH WIDE STRIP OF FLASHING CEMENT
RE-SURFACING OF
EXISTING STUCCO AND EIFS
RAKE EDGE SECURED WITH
SS #12 THREADED ANNULAR RING SHANK NAILS AT
3" O.C. STAGGERED - 1/2"
SPECIFICATION SECTION 07165
BASE COAT: ONE-COMPONENT ACRYLIC NONCEMENTITIOUS,
FIBER-REINFORCED ACRYLIC BASE COAT. BASIS OF DESIGN: STO
RFP (80225) MANUFACTURED BY STO CORPORATION.
FINISH COAT: READY-MIXED, TEXTURED WALL COATING WITH
SELF-CLEANING CAPABILITIES. BASIS OF DESIGN: STOLIT LOTUSAN
1.5 (80191) MANUFACTURED BY STO CORPORATION.
PRIMER: PRIMER TINTED TO SAME COLOR AS FINISH COAT. BASIS
OF DESIGN: STO PRIMER SMOOTH (80804) MANUFACTURED BY STO
CORPORATION.
REINFORCING MESH: REINFORCING POLYMER COATED GLASS
FIBER MESH. BASIS OF DESIGN: STO MESH (80920) MANUFACTURED
BY STO CORPORATION.
STUCCO CRACK FILLER: ACRYLIC-BASED SURFACE LEVELER
KNIFE-GRADE CRACK FILLER. BASIS OF DESIGN: STO FLEXIBLE SKIM
COAT (80213) MANUFACTURED BY STO.
METAL CLEAT SECURED WITH
SS #12 PANCAKE HEAD WOOD SCREW AT 8" O.C.
METAL EXTENSION FLASHING
METAL CLEAT SECURED WITH
SS #12 PANCAKE HEAD WOOD SCREW AT 8" O.C.
EXISTING WOOD BLOCKING
BACKER ROD AND SILICONE SEALANT
ASPHALT SHINGLES SPECIFICATION SECTION 07311
ASPHALT SHINGLE: 40 YEAR ARCHITECTURAL ASPHALT
SHINGLES, COMPLYING WITH FBC SECTION 1507.2. COLOR TO BE
APPROVED BY OWNER / A/E.
RIDGE SHINGLE: RIDGE SHINGLE APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
RIDGE VENT: CONTINUOUS RIDGE VENT APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
SEALING STRIPS: SEALING STRIPS ON ASPHALT SHINGLES.
SELF-ADHERED UNDERLAYMENT: 30 MIL SELF-ADHERED HIGH
TEMPERATURE UNDERLAYMENT WITH A BUTYL RUBBER BASED
ADHESIVE BACKED BY A LAYER OF HIGH DENSITY CROSS LAMINATED
POLYETHYLENE COMPLYING WITH ASTM D1970 AND FBC SECTION
1507.2.
STARTER COURSE: ASPHALT STARTER COURSE SHINGLES
RECOMMENDED BY MANUFACTURER.
ASPHALT SHINGLE - BEYOND
ASPHALT SHINGLE
EXISTING CMU WALL
EXISTING ANGLE
EXISTING STUCCO
ADD MANUFACTURED APPROVED FLASHING / ROOFING CEMENT
BETWEEN ALL SHINGLES AT RAKE
REINFORCING MESH EMBEDDED
INTO BASE COAT
EXISTING JOIST
MINIMUM 8-INCH WIDE STRIP OF FLASHING CEMENT
SELF-ADHERED UNDERLAYMENT
EXISTING PLYWOOD DECK - SEE SCOPE OF WORK 2.2
EXISTING METAL DECK
FINISH COAT
RAKE EDGE SECURED WITH
SS #12 THREADED ANNULAR RING SHANK NAILS AT
3" O.C. STAGGERED - 1/2"
EXISTING ANGLE
SHEET METAL FLASHING & TRIM
METAL CLEAT SECURED WITH
SS #12 PANCAKE HEAD WOOD SCREW AT 8" O.C.
BACKER ROD AND
SILICONE SEALANT
EXISTING STEEL BEAM
METAL EXTENSION FLASHING
METAL CLEAT SECURED WITH
SS #12 PANCAKE HEAD WOOD SCREW AT 8" O.C.
1 1/2"
A RAKE DETAIL - BUILDING 4 - GYMNASIUM
NTS
A2.3
EXISTING CONCRETE BEAM
EXISTING CMU VENEER
REINFORCING MESH EMBEDDED
INTO BASE COAT
FINISH COAT
BACKER ROD AND URETHANE SEALANT
1"
COUNTERFLASHING SECURED WITH
SS 1/4" HEX HEAD SCREW WITH
SS HIGH DOMED CAPPED EPDM WASHER AT 12" O.C.
METAL TRIM FLASHING
16 GAGE STAINLESS STEEL BENT PLATE
EXISTING STUCCO REMOVED
1"X4"X 4" LONG P.T. WOOD FURRING AT 24" O.C.
P.T. WOOD BLOCKING
8"
1"
CONTINUOUS 20 GAGE STAINLESS STEEL
PERFORATED VENTING SCREEN WITH
1/8" DIAMETER HOLES AT 1/2" O.C. EACH DIRECTION
EXISTING CMU
1"
1"
1"
HEAD WALL FLASHING
SPECIFICATION SECTION 07620
APRON FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
BACKER FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
COUNTERFLASHING: .040" PRE-PAINTED ALUMINUM, ASTM B209.
COVER FLASHING: .050" PRE-PAINTED ALUMINUM, ASTM B209.
DOWNSPOUT: SCHEDULE 40 PVC, 6" ROUND DOWNSPOUTS,
SECURED TO GUTTER AND TO DOWNSPOUT STRAPS WITH STAINLESS
STEEL FASTENERS. APPLY PRIMER AND TWO COATS OF PAINT
MATCHING EXTERIOR WALL COLOR.
DOWNSPOUT STRAP: .063" THICK X 1" WIDE PRE-PAINTED
ALUMINUM, SECURED TO EXISTING WALL WITH STAINLESS STEEL
FASTENERS.
DRIP EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
FLUE VENT FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
GUTTER: SEAMLESS GUTTER, .040" PRE-PAINTED ALUMINUM, ASTM
B209, SECURED TO STRUCTURAL FASCIA COMPONENTS WITH
STAINLESS STEEL FASTENERS. SEE DRAWINGS FOR SIZE.
GUTTER STRAP: .050" PRE-PAINTED ALUMINUM ASTM B209,
SECURED TO STRUCTURAL FASCIA COMPONENTS AND TO OUTSIDE
TOP EDGE OF GUTTER WITH STAINLESS STEEL FASTENERS.
HEAD WALL FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
"L" STEP FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
LEAD BOOT FLASHING: 4 POUND SHEET LEAD, WRAPPED INTO
VENT.
METAL CLEAT: .040" PRE-PAINTED ALUMINUM, ASTM B209.
METAL CRICKET FLASHING: .050" ALUMINUM, ASTM B209.
METAL EXTENSION FLASHING: .032" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL FLASHING SLEEVE: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL RAIN COLLAR FLASHING: .040" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL REGLET FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL TRIM FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209
ONE-PIECE TRANSITION FLASHING: .050" ALUMINUM, ASTM
B209.
RAKE EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
VALLEY FLASHING: 24 GAGE STAINLESS STEEL, TYPE 304.
JOINT SEALANTS SPECIFICATION SECTION 07920
CONTINUOUS CLEAT SET IN SEALANT TAPE
ASPHALT SHINGLE
SELF-ADHERED UNDERLAYMENT
EXISTING PLYWOOD DECK - SEE SCOPE OF WORK 2.2
EXISTING METAL DECK
SS #12 PANCAKE HEAD
WOOD SCREW AT 8" O.C.
C RAKE DETAIL - TYPICAL
NTS
A2.3
BACKER ROD: CLOSED-CELL BACKER ROD.
BUTYL SEALANT: ONE-PART GUN GRADE, BUTYL-RUBBER BASED
JOINT SEALANT, ASTM C 1311.
SILICONE SEALANT: SINGLE-COMPONENT, NONSAG,
NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920, TYPE S,
GRADE NS, CLASS 100/50, FOR USE NT. APPLIED TO PRIMED
SURFACES.
SEALANT TAPE: 1" WIDE BUTYL SEALANT TAPE, APPLIED BETWEEN
METAL SURFACES AND UNDERLYING SURFACE.
STRUCTURAL SEALANT: SINGLE-COMPONENT, MOISTURE
CURING, GUN GRADE ADHESIVE, "M-1" MANUFACTURED BY CHEM
LINK ENGINEERED SYSTEMS.
URETHANE SEALANT: SINGLE-COMPONENT, NONSAG,
POLYURETHANE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS,
CLASS 100/50, FOR USE NT. APPLIED TO PRIMED SURFACES.
EXISTING STEEL JOIST
CONSTRUCTION DOCUMENTS
ST. LUCIE PUBLIC SCHOOLS
SOUTHERN OAKS MIDDLE SCHOOL
PORT ST. LUCIE, FLORIDA
EXISTING BEAM
ROOFING REPLACEMENT PROJECT
JAY AMMON ARCHITECT, INC.
3246 LAKEVIEW OAKS DRIVE
LONGWOOD, FLORIDA 32779
(407) 333-1977
FAX: (407) 333-4686
E MAIL: JAY@JAYAMMON.COM
REVISIONS
NUMBER
TYPE
DATE:
JSJ
DRAWN BY:
APPROVED BY: JPA
B HEAD WALL FLASHING - BUILDING 4 - GYMNASIUM
NTS
A2.3
16-121
PROJECT NUMBER:
APRIL 12, 2016
DATE:
ROOF DETAILS
PLOT: N.T.S.
SHEET
A2.3
MATERIAL COMPONENT SCHEDULE
ROUGH CARPENTRY SPECIFICATION SECTION 06100
PLYWOOD: EXTERIOR GRADE PRESSURE TREATED PLYWOOD.
P.T. WOOD BLOCKING: PRESSURE TREATED WOOD
MECHANICALLY ATTACHED TO SUBSTRATE.
NOTES:
1.
2.
3.
RE-SURFACING OF
EXISTING STUCCO AND EIFS
HORIZONTAL AND VERTICAL METAL FLANGES SECURED AT 6 INCHES ON CENTER.
ALL LAPS SHALL BE A MINIMUM OF 4 INCHES FULLY SEALED IN APPROVED FLASHING
CEMENT.
HORIZONTAL FLANGES SHALL BE SEALED COVERING ALL NAIL PENETRATIONS WITH
APPROVED FLASHING CEMENT AND MEMBRANE.
SPECIFICATION SECTION 07165
BASE COAT: ONE-COMPONENT ACRYLIC NONCEMENTITIOUS,
FIBER-REINFORCED ACRYLIC BASE COAT. BASIS OF DESIGN: STO
RFP (80225) MANUFACTURED BY STO CORPORATION.
FINISH COAT: READY-MIXED, TEXTURED WALL COATING WITH
SELF-CLEANING CAPABILITIES. BASIS OF DESIGN: STOLIT LOTUSAN
1.5 (80191) MANUFACTURED BY STO CORPORATION.
PRIMER: PRIMER TINTED TO SAME COLOR AS FINISH COAT. BASIS
OF DESIGN: STO PRIMER SMOOTH (80804) MANUFACTURED BY STO
CORPORATION.
REINFORCING MESH: REINFORCING POLYMER COATED GLASS
FIBER MESH. BASIS OF DESIGN: STO MESH (80920) MANUFACTURED
BY STO CORPORATION.
STUCCO CRACK FILLER: ACRYLIC-BASED SURFACE LEVELER
KNIFE-GRADE CRACK FILLER. BASIS OF DESIGN: STO FLEXIBLE SKIM
COAT (80213) MANUFACTURED BY STO.
"L" STEP FLASHING AT EACH COURSE
SET IN APPROVED FLASHING CEMENT
ASPHALT SHINGLES SPECIFICATION SECTION 07311
4" MIN.
SL
O
PE
ASPHALT SHINGLE: 40 YEAR ARCHITECTURAL ASPHALT
SHINGLES, COMPLYING WITH FBC SECTION 1507.2. COLOR TO BE
APPROVED BY OWNER / A/E.
RIDGE SHINGLE: RIDGE SHINGLE APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
RIDGE VENT: CONTINUOUS RIDGE VENT APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
SEALING STRIPS: SEALING STRIPS ON ASPHALT SHINGLES.
SELF-ADHERED UNDERLAYMENT: 30 MIL SELF-ADHERED HIGH
TEMPERATURE UNDERLAYMENT WITH A BUTYL RUBBER BASED
ADHESIVE BACKED BY A LAYER OF HIGH DENSITY CROSS LAMINATED
POLYETHYLENE COMPLYING WITH ASTM D1970 AND FBC SECTION
1507.2.
STARTER COURSE: ASPHALT STARTER COURSE SHINGLES
RECOMMENDED BY MANUFACTURER.
SEALING
STRIPS
ASPHALT SHINGLE - BEYOND
ASPHALT SHINGLE
ADD MANUFACTURED APPROVED FLASHING / ROOFING CEMENT
BETWEEN ALL SHINGLES AT RAKE
MINIMUM 8-INCH WIDE STRIP OF FLASHING CEMENT
SELF-ADHERED UNDERLAYMENT
EXISTING PLYWOOD DECK - SEE SCOPE OF WORK 2.2
EXISTING METAL DECK
ASPHALT
SHINGLES
RAKE EDGE SECURED WITH
SS #12 THREADED ANNULAR RING SHANK NAILS AT
3" O.C. STAGGERED - 1/2"
SHEET METAL FLASHING & TRIM
METAL CLEAT SECURED WITH
SS #12 PANCAKE HEAD WOOD SCREW AT 8" O.C.
SELF-ADHERED UNDERLAYMENT
EXISTING PLYWOOD DECK SEE SCOPE OF WORK 2.2
METAL EXTENSION FLASHING
EXISTING ANGLE
METAL CLEAT SECURED WITH
SS #12 PANCAKE HEAD WOOD SCREW AT 8" O.C.
SELF-ADHERED UNDERLAYMENT
EXISTING WOOD BLOCKING
EXISTING JOIST
BACKER ROD AND SILICONE SEALANT
FINISH COAT
C "L" STEP FLASHING
NTS
A2.4
REINFORCING MESH EMBEDDED
INTO BASE COAT
EXISTING E.I.F.S.
EXISTING SHEATHING
EXISTING CMU VENEER
EXISTING CMU WALL
FINISH COAT
REINFORCING MESH EMBEDDED
INTO BASE COAT
LEAD WEDGE
BACKER ROD AND SILICONE SEALANT
EIFS REPAIR
JOINT SEALANTS SPECIFICATION SECTION 07920
BACKER ROD: CLOSED-CELL BACKER ROD.
BUTYL SEALANT: ONE-PART GUN GRADE, BUTYL-RUBBER BASED
JOINT SEALANT, ASTM C 1311.
SILICONE SEALANT: SINGLE-COMPONENT, NONSAG,
NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920, TYPE S,
GRADE NS, CLASS 100/50, FOR USE NT. APPLIED TO PRIMED
SURFACES.
SEALANT TAPE: 1" WIDE BUTYL SEALANT TAPE, APPLIED BETWEEN
METAL SURFACES AND UNDERLYING SURFACE.
STRUCTURAL SEALANT: SINGLE-COMPONENT, MOISTURE
CURING, GUN GRADE ADHESIVE, "M-1" MANUFACTURED BY CHEM
LINK ENGINEERED SYSTEMS.
URETHANE SEALANT: SINGLE-COMPONENT, NONSAG,
POLYURETHANE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS,
CLASS 100/50, FOR USE NT. APPLIED TO PRIMED SURFACES.
METAL REGLET FLASHING
BACKER ROD AND URETHANE SEALANT
SS 1/4" HEX HEAD SCREW WITH
SS HIGH DOMED CAPPED EPDM WASHER AT 12" O.C.
COUNTERFLASHING SECURED WITH
SS 1/4" HEX HEAD SCREW WITH
SS HIGH DOMED CAPPED EPDM WASHER AT 12" O.C.
"L" STEP FLASHING - BEYOND
EXISTING METAL STUDS
16 GAGE, G90, FASTENING STRIP SECURED WITH
(2) SELF TAPPING #12 SCREWS PER STUD
"L" STEP FLASHING
ASPHALT SHINGLE - BEYOND
SELF-ADHERED UNDERLAYMENT
ASPHALT SHINGLE
"L" STEP FLASHING - BEYOND
SELF-ADHERED UNDERLAYMENT
"L" STEP FLASHING
ASPHALT SHINGLE - BEYOND
SELF-ADHERED UNDERLAYMENT
ASPHALT SHINGLE
SPECIFICATION SECTION 07620
APRON FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
BACKER FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
COUNTERFLASHING: .040" PRE-PAINTED ALUMINUM, ASTM B209.
COVER FLASHING: .050" PRE-PAINTED ALUMINUM, ASTM B209.
DOWNSPOUT: SCHEDULE 40 PVC, 6" ROUND DOWNSPOUTS,
SECURED TO GUTTER AND TO DOWNSPOUT STRAPS WITH STAINLESS
STEEL FASTENERS. APPLY PRIMER AND TWO COATS OF PAINT
MATCHING EXTERIOR WALL COLOR.
DOWNSPOUT STRAP: .063" THICK X 1" WIDE PRE-PAINTED
ALUMINUM, SECURED TO EXISTING WALL WITH STAINLESS STEEL
FASTENERS.
DRIP EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
FLUE VENT FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
GUTTER: SEAMLESS GUTTER, .040" PRE-PAINTED ALUMINUM, ASTM
B209, SECURED TO STRUCTURAL FASCIA COMPONENTS WITH
STAINLESS STEEL FASTENERS. SEE DRAWINGS FOR SIZE.
GUTTER STRAP: .050" PRE-PAINTED ALUMINUM ASTM B209,
SECURED TO STRUCTURAL FASCIA COMPONENTS AND TO OUTSIDE
TOP EDGE OF GUTTER WITH STAINLESS STEEL FASTENERS.
HEAD WALL FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
"L" STEP FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
LEAD BOOT FLASHING: 4 POUND SHEET LEAD, WRAPPED INTO
VENT.
METAL CLEAT: .040" PRE-PAINTED ALUMINUM, ASTM B209.
METAL CRICKET FLASHING: .050" ALUMINUM, ASTM B209.
METAL EXTENSION FLASHING: .032" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL FLASHING SLEEVE: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL RAIN COLLAR FLASHING: .040" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL REGLET FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL TRIM FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209
ONE-PIECE TRANSITION FLASHING: .050" ALUMINUM, ASTM
B209.
RAKE EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
VALLEY FLASHING: 24 GAGE STAINLESS STEEL, TYPE 304.
EXISTING PLYWOOD DECK - SEE SCOPE OF WORK 2.2
SELF-ADHERED UNDERLAYMENT
EXISTING METAL DECK
CONSTRUCTION DOCUMENTS
EXISTING PLYWOOD DECK - SEE SCOPE OF WORK 2.2
EXISTING METAL DECK
EXISTING
WOOD BLOCKING
EXISTING PLATE
ST. LUCIE PUBLIC SCHOOLS
SOUTHERN OAKS MIDDLE SCHOOL
EXISTING ANGLE
PORT ST. LUCIE, FLORIDA
EXISTING ANGLE
ROOFING REPLACEMENT PROJECT
EXISTING JOIST
EXISTING JOIST
JAY AMMON ARCHITECT, INC.
3246 LAKEVIEW OAKS DRIVE
LONGWOOD, FLORIDA 32779
(407) 333-1977
FAX: (407) 333-4686
E MAIL: JAY@JAYAMMON.COM
REVISIONS
NUMBER
TYPE
DATE:
JSJ
DRAWN BY:
APPROVED BY: JPA
A SECTION THROUGH BUILDING 2
NTS
A2.4
B RAKE WALL FLASHING AT ENTRANCE ROOF - BUILDING 4
NTS
A2.4
16-121
PROJECT NUMBER:
APRIL 12, 2016
DATE:
ROOF DETAILS
PLOT: N.T.S.
SHEET
A2.4
MATERIAL COMPONENT SCHEDULE
ROUGH CARPENTRY SPECIFICATION SECTION 06100
PLYWOOD: EXTERIOR GRADE PRESSURE TREATED PLYWOOD.
P.T. WOOD BLOCKING: PRESSURE TREATED WOOD
MECHANICALLY ATTACHED TO SUBSTRATE.
RE-SURFACING OF
EXISTING STUCCO AND EIFS
RIDGE SHINGLE - BEYOND
RIDGE SHINGLE
SPECIFICATION SECTION 07165
BASE COAT: ONE-COMPONENT ACRYLIC NONCEMENTITIOUS,
FIBER-REINFORCED ACRYLIC BASE COAT. BASIS OF DESIGN: STO
RFP (80225) MANUFACTURED BY STO CORPORATION.
FINISH COAT: READY-MIXED, TEXTURED WALL COATING WITH
SELF-CLEANING CAPABILITIES. BASIS OF DESIGN: STOLIT LOTUSAN
1.5 (80191) MANUFACTURED BY STO CORPORATION.
PRIMER: PRIMER TINTED TO SAME COLOR AS FINISH COAT. BASIS
OF DESIGN: STO PRIMER SMOOTH (80804) MANUFACTURED BY STO
CORPORATION.
REINFORCING MESH: REINFORCING POLYMER COATED GLASS
FIBER MESH. BASIS OF DESIGN: STO MESH (80920) MANUFACTURED
BY STO CORPORATION.
STUCCO CRACK FILLER: ACRYLIC-BASED SURFACE LEVELER
KNIFE-GRADE CRACK FILLER. BASIS OF DESIGN: STO FLEXIBLE SKIM
COAT (80213) MANUFACTURED BY STO.
SEALING STRIPS
FASTENERS WITH A MINIMUM OF 1/8" THROUGH
BOTTOM SURFACE OF EXISTING PLYWOOD DECK
PER MANUFACTURERS RECOMMENDATION
RIDGE SHINGLE
ASPHALT SHINGLE
SELF-ADHERED UNDERLAYMENT
WRAPPED OVER RIDGE
SELF-ADHERED UNDERLAYMENT
ASPHALT SHINGLES SPECIFICATION SECTION 07311
EXISTING PLYWOOD DECK SEE SCOPE OF WORK 2.2
ASPHALT SHINGLE: 40 YEAR ARCHITECTURAL ASPHALT
SHINGLES, COMPLYING WITH FBC SECTION 1507.2. COLOR TO BE
APPROVED BY OWNER / A/E.
RIDGE SHINGLE: RIDGE SHINGLE APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
RIDGE VENT: CONTINUOUS RIDGE VENT APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
SEALING STRIPS: SEALING STRIPS ON ASPHALT SHINGLES.
SELF-ADHERED UNDERLAYMENT: 30 MIL SELF-ADHERED HIGH
TEMPERATURE UNDERLAYMENT WITH A BUTYL RUBBER BASED
ADHESIVE BACKED BY A LAYER OF HIGH DENSITY CROSS LAMINATED
POLYETHYLENE COMPLYING WITH ASTM D1970 AND FBC SECTION
1507.2.
STARTER COURSE: ASPHALT STARTER COURSE SHINGLES
RECOMMENDED BY MANUFACTURER.
EXISTING RIGID INSULATION
EXISTING METAL DECK
EXISTING JOIST
SELF-ADHERED
UNDERLAYMENT
SHEET METAL FLASHING & TRIM
ASPHALT SHINGLES
SPECIFICATION SECTION 07620
APRON FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
BACKER FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
COUNTERFLASHING: .040" PRE-PAINTED ALUMINUM, ASTM B209.
COVER FLASHING: .050" PRE-PAINTED ALUMINUM, ASTM B209.
DOWNSPOUT: SCHEDULE 40 PVC, 6" ROUND DOWNSPOUTS,
SECURED TO GUTTER AND TO DOWNSPOUT STRAPS WITH STAINLESS
STEEL FASTENERS. APPLY PRIMER AND TWO COATS OF PAINT
MATCHING EXTERIOR WALL COLOR.
DOWNSPOUT STRAP: .063" THICK X 1" WIDE PRE-PAINTED
ALUMINUM, SECURED TO EXISTING WALL WITH STAINLESS STEEL
FASTENERS.
DRIP EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
FLUE VENT FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
GUTTER: SEAMLESS GUTTER, .040" PRE-PAINTED ALUMINUM, ASTM
B209, SECURED TO STRUCTURAL FASCIA COMPONENTS WITH
STAINLESS STEEL FASTENERS. SEE DRAWINGS FOR SIZE.
GUTTER STRAP: .050" PRE-PAINTED ALUMINUM ASTM B209,
SECURED TO STRUCTURAL FASCIA COMPONENTS AND TO OUTSIDE
TOP EDGE OF GUTTER WITH STAINLESS STEEL FASTENERS.
HEAD WALL FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
"L" STEP FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
LEAD BOOT FLASHING: 4 POUND SHEET LEAD, WRAPPED INTO
VENT.
METAL CLEAT: .040" PRE-PAINTED ALUMINUM, ASTM B209.
METAL CRICKET FLASHING: .050" ALUMINUM, ASTM B209.
METAL EXTENSION FLASHING: .032" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL FLASHING SLEEVE: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL RAIN COLLAR FLASHING: .040" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL REGLET FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL TRIM FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209
ONE-PIECE TRANSITION FLASHING: .050" ALUMINUM, ASTM
B209.
RAKE EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
VALLEY FLASHING: 24 GAGE STAINLESS STEEL, TYPE 304.
EXISTING PLYWOOD DECK SEE SCOPE OF WORK 2.2
A
A2.5
BUILDING 4 - GYMNASIUM RIDGE FLASHING - NOT VENTED
B
A2.5
NTS
BUILDING 4 - GYMNASIUM RIDGE FLASHING - NON VENTED - ISOMETRIC
NTS
RIDGE SHINGLE
RIDGE SHINGLE
JOINT SEALANTS SPECIFICATION SECTION 07920
BREATHEABLE WATERPROOFING MEMBRANE
BACKER ROD: CLOSED-CELL BACKER ROD.
BUTYL SEALANT: ONE-PART GUN GRADE, BUTYL-RUBBER BASED
JOINT SEALANT, ASTM C 1311.
SILICONE SEALANT: SINGLE-COMPONENT, NONSAG,
NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920, TYPE S,
GRADE NS, CLASS 100/50, FOR USE NT. APPLIED TO PRIMED
SURFACES.
SEALANT TAPE: 1" WIDE BUTYL SEALANT TAPE, APPLIED BETWEEN
METAL SURFACES AND UNDERLYING SURFACE.
STRUCTURAL SEALANT: SINGLE-COMPONENT, MOISTURE
CURING, GUN GRADE ADHESIVE, "M-1" MANUFACTURED BY CHEM
LINK ENGINEERED SYSTEMS.
URETHANE SEALANT: SINGLE-COMPONENT, NONSAG,
POLYURETHANE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS,
CLASS 100/50, FOR USE NT. APPLIED TO PRIMED SURFACES.
PREMANUFACTURED RIDGE VENT BY
SHINGLE MANUFACTURER
PREMANUFACTURED RIDGE VENT BY
SHINGLE MANUFACTURER.
BREATHABLE WATERPROOFING MEMBRANE
ASPHALT SHINGLE
SELF-ADHERED UNDERLAYMENT
EXISTING PLYWOOD DECK SEE SCOPE OF WORK 2.2
CONSTRUCTION DOCUMENTS
EXISTING METAL DECK
ST. LUCIE PUBLIC SCHOOLS
EXISTING JOIST
SOUTHERN OAKS MIDDLE SCHOOL
PORT ST. LUCIE, FLORIDA
ROOFING REPLACEMENT PROJECT
ASPHALT SHINGLE
SELF-ADHERED UNDERLAYMENT
EXISTING PLYWOOD DECK SEE SCOPE OF WORK 2.2
JAY AMMON ARCHITECT, INC.
3246 LAKEVIEW OAKS DRIVE
LONGWOOD, FLORIDA 32779
(407) 333-1977
FAX: (407) 333-4686
E MAIL: JAY@JAYAMMON.COM
REVISIONS
NUMBER
C
A2.5
TYPICAL RIDGE FLASHING - VENTED
NTS
D
A2.5
TYPICAL RIDGE FLASHING - VENTED - ISOMETRIC
TYPE
DATE:
JSJ
DRAWN BY:
APPROVED BY: JPA
16-121
PROJECT NUMBER:
APRIL 12, 2016
DATE:
ROOF DETAILS
NTS
PLOT: N.T.S.
SHEET
A2.5
MATERIAL COMPONENT SCHEDULE
NOTES:
NOTES:
ROUGH CARPENTRY SPECIFICATION SECTION 06100
1. NO FASTENERS WITHIN 6 INCHES OF VALLEY.
2. THE CUT SIDE OF THE VALLEY SHOULD BE ON THE SIDE WITH THE GREATEST ROOF AREA.
1. NO FASTENERS WITHIN 6 INCHES OF VALLEY.
2. THE CUT SIDE OF THE VALLEY SHOULD BE ON THE SIDE WITH THE GREATEST ROOF AREA.
PLYWOOD: EXTERIOR GRADE PRESSURE TREATED PLYWOOD.
P.T. WOOD BLOCKING: PRESSURE TREATED WOOD
MECHANICALLY ATTACHED TO SUBSTRATE.
RE-SURFACING OF
EXISTING STUCCO AND EIFS
SELF-ADHERED UNDERLAYMENT
SLOPE
SS #12 THREADED ANNULAR RING SHANK NAILS AT 8" O.C.
EXTEND SHINGLE 12" MIN.
BEYOND CENTER OF VALLEY
STRIPPING PLY OF
SELF-ADHERED UNDERLAYMENT
METAL
VALLEY FLASHING
BELOW
SEALING STRIPS
SEALANT
TRIM CORNER
OF SHINGLES
CUT SHINGLES 2" SHORT OF
THE CENTERLINE OF THE VALLEY
CLOSED-CUT
ASPHALT SHINGLES
EXISTING PLYWOOD DECK SEE SCOPE OF WORK 2.2
12"
2"
EXISTING PLYWOOD
EXISTING METAL DECK
ADDITIONAL 39" WIDE STRIP OF
SELF-ADHERED UNDERLAYMENT
NO FASTENERS WITHIN
6" OF VALLEY CENTERLINE
ASPHALT SHINGLES SPECIFICATION SECTION 07311
ASPHALT SHINGLE: 40 YEAR ARCHITECTURAL ASPHALT
SHINGLES, COMPLYING WITH FBC SECTION 1507.2. COLOR TO BE
APPROVED BY OWNER / A/E.
RIDGE SHINGLE: RIDGE SHINGLE APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
RIDGE VENT: CONTINUOUS RIDGE VENT APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
SEALING STRIPS: SEALING STRIPS ON ASPHALT SHINGLES.
SELF-ADHERED UNDERLAYMENT: 30 MIL SELF-ADHERED HIGH
TEMPERATURE UNDERLAYMENT WITH A BUTYL RUBBER BASED
ADHESIVE BACKED BY A LAYER OF HIGH DENSITY CROSS LAMINATED
POLYETHYLENE COMPLYING WITH ASTM D1970 AND FBC SECTION
1507.2.
STARTER COURSE: ASPHALT STARTER COURSE SHINGLES
RECOMMENDED BY MANUFACTURER.
ASPHALT SHINGLES
VALLEY FLASHING
SPECIFICATION SECTION 07165
BASE COAT: ONE-COMPONENT ACRYLIC NONCEMENTITIOUS,
FIBER-REINFORCED ACRYLIC BASE COAT. BASIS OF DESIGN: STO
RFP (80225) MANUFACTURED BY STO CORPORATION.
FINISH COAT: READY-MIXED, TEXTURED WALL COATING WITH
SELF-CLEANING CAPABILITIES. BASIS OF DESIGN: STOLIT LOTUSAN
1.5 (80191) MANUFACTURED BY STO CORPORATION.
PRIMER: PRIMER TINTED TO SAME COLOR AS FINISH COAT. BASIS
OF DESIGN: STO PRIMER SMOOTH (80804) MANUFACTURED BY STO
CORPORATION.
REINFORCING MESH: REINFORCING POLYMER COATED GLASS
FIBER MESH. BASIS OF DESIGN: STO MESH (80920) MANUFACTURED
BY STO CORPORATION.
STUCCO CRACK FILLER: ACRYLIC-BASED SURFACE LEVELER
KNIFE-GRADE CRACK FILLER. BASIS OF DESIGN: STO FLEXIBLE SKIM
COAT (80213) MANUFACTURED BY STO.
SELF-ADHERED UNDERLAYMENT
SHEET METAL FLASHING & TRIM
EXISTING PLYWOOD DECK - SEE SCOPE OF WORK 2.2
EXISTING METAL DECK
A VALLEY FLASHING - SECTION
NTS
A2.6
B VALLEY FLASHING - CLOSED-CUT METHOD - PLAN VIEW
NTS
A2.6
EXISTING FLUE VENT
SILICONE SEALANT
STAINLESS STEEL DRAWBAND
SPECIFICATION SECTION 07620
APRON FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
BACKER FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
COUNTERFLASHING: .040" PRE-PAINTED ALUMINUM, ASTM B209.
COVER FLASHING: .050" PRE-PAINTED ALUMINUM, ASTM B209.
DOWNSPOUT: SCHEDULE 40 PVC, 6" ROUND DOWNSPOUTS,
SECURED TO GUTTER AND TO DOWNSPOUT STRAPS WITH STAINLESS
STEEL FASTENERS. APPLY PRIMER AND TWO COATS OF PAINT
MATCHING EXTERIOR WALL COLOR.
DOWNSPOUT STRAP: .063" THICK X 1" WIDE PRE-PAINTED
ALUMINUM, SECURED TO EXISTING WALL WITH STAINLESS STEEL
FASTENERS.
DRIP EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
FLUE VENT FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
GUTTER: SEAMLESS GUTTER, .040" PRE-PAINTED ALUMINUM, ASTM
B209, SECURED TO STRUCTURAL FASCIA COMPONENTS WITH
STAINLESS STEEL FASTENERS. SEE DRAWINGS FOR SIZE.
GUTTER STRAP: .050" PRE-PAINTED ALUMINUM ASTM B209,
SECURED TO STRUCTURAL FASCIA COMPONENTS AND TO OUTSIDE
TOP EDGE OF GUTTER WITH STAINLESS STEEL FASTENERS.
HEAD WALL FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
"L" STEP FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
LEAD BOOT FLASHING: 4 POUND SHEET LEAD, WRAPPED INTO
VENT.
METAL CLEAT: .040" PRE-PAINTED ALUMINUM, ASTM B209.
METAL CRICKET FLASHING: .050" ALUMINUM, ASTM B209.
METAL EXTENSION FLASHING: .032" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL FLASHING SLEEVE: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL RAIN COLLAR FLASHING: .040" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL REGLET FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL TRIM FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209
ONE-PIECE TRANSITION FLASHING: .050" ALUMINUM, ASTM
B209.
RAKE EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
VALLEY FLASHING: 24 GAGE STAINLESS STEEL, TYPE 304.
JOINT SEALANTS SPECIFICATION SECTION 07920
BACKER ROD: CLOSED-CELL BACKER ROD.
BUTYL SEALANT: ONE-PART GUN GRADE, BUTYL-RUBBER BASED
JOINT SEALANT, ASTM C 1311.
SILICONE SEALANT: SINGLE-COMPONENT, NONSAG,
NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920, TYPE S,
GRADE NS, CLASS 100/50, FOR USE NT. APPLIED TO PRIMED
SURFACES.
SEALANT TAPE: 1" WIDE BUTYL SEALANT TAPE, APPLIED BETWEEN
METAL SURFACES AND UNDERLYING SURFACE.
STRUCTURAL SEALANT: SINGLE-COMPONENT, MOISTURE
CURING, GUN GRADE ADHESIVE, "M-1" MANUFACTURED BY CHEM
LINK ENGINEERED SYSTEMS.
URETHANE SEALANT: SINGLE-COMPONENT, NONSAG,
POLYURETHANE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS,
CLASS 100/50, FOR USE NT. APPLIED TO PRIMED SURFACES.
SEALING STRIPS
TOP END OF LOWER
VALLEY FLASHING
8" MIN. OVERLAP
LOWER END OF UPPER
VALLEY FLASHING
METAL RAIN COLLAR - OVERLAP FLUE VENT FLASHING
CONSTRUCTION DOCUMENTS
BUTYL SEALANT
ST. LUCIE PUBLIC SCHOOLS
FLUE VENT FLASHING
SOUTHERN OAKS MIDDLE SCHOOL
PORT ST. LUCIE, FLORIDA
ASPHALT SHINGLES
ROOFING REPLACEMENT PROJECT
JAY AMMON ARCHITECT, INC.
3246 LAKEVIEW OAKS DRIVE
LONGWOOD, FLORIDA 32779
(407) 333-1977
FAX: (407) 333-4686
E MAIL: JAY@JAYAMMON.COM
REVISIONS
NUMBER
TYPE
DATE:
JSJ
DRAWN BY:
APPROVED BY: JPA
C VALLEY FLASHING - END LAP
NTS
A2.6
D FLUE VENT FLASHING
NTS
A2.6
16-121
PROJECT NUMBER:
APRIL 12, 2016
DATE:
ROOF DETAILS
PLOT: N.T.S.
SHEET
A2.6
MATERIAL COMPONENT SCHEDULE
ROUGH CARPENTRY SPECIFICATION SECTION 06100
NOTES:
NOTES:
NOTES:
1.
1.
1.
EXISTING EQUIPMENT TO BE RESECURED AT 4" O.C.
EXISTING EQUIPMENT TO BE RESECURED AT 4" O.C.
PLYWOOD: EXTERIOR GRADE PRESSURE TREATED PLYWOOD.
P.T. WOOD BLOCKING: PRESSURE TREATED WOOD
MECHANICALLY ATTACHED TO SUBSTRATE.
EXISTING EQUIPMENT TO BE RESECURED AT 4" O.C.
RE-SURFACING OF
EXISTING STUCCO AND EIFS
ASPHALT SHINGLES
BACKER FLASHING
EXISTING EQUIPMENT NOT SHOWN FOR CLARITY
EXISTING EQUIPMENT NOT SHOWN FOR CLARITY
EXISTING EQUIPMENT NOT SHOWN FOR CLARITY
BACKER FLASHING - BELOW
COVER FLASHING
3" MIN.
SPECIFICATION SECTION 07165
BASE COAT: ONE-COMPONENT ACRYLIC NONCEMENTITIOUS,
FIBER-REINFORCED ACRYLIC BASE COAT. BASIS OF DESIGN: STO
RFP (80225) MANUFACTURED BY STO CORPORATION.
FINISH COAT: READY-MIXED, TEXTURED WALL COATING WITH
SELF-CLEANING CAPABILITIES. BASIS OF DESIGN: STOLIT LOTUSAN
1.5 (80191) MANUFACTURED BY STO CORPORATION.
PRIMER: PRIMER TINTED TO SAME COLOR AS FINISH COAT. BASIS
OF DESIGN: STO PRIMER SMOOTH (80804) MANUFACTURED BY STO
CORPORATION.
REINFORCING MESH: REINFORCING POLYMER COATED GLASS
FIBER MESH. BASIS OF DESIGN: STO MESH (80920) MANUFACTURED
BY STO CORPORATION.
STUCCO CRACK FILLER: ACRYLIC-BASED SURFACE LEVELER
KNIFE-GRADE CRACK FILLER. BASIS OF DESIGN: STO FLEXIBLE SKIM
COAT (80213) MANUFACTURED BY STO.
ASPHALT SHINGLES SPECIFICATION SECTION 07311
ASPHALT SHINGLE: 40 YEAR ARCHITECTURAL ASPHALT
SHINGLES, COMPLYING WITH FBC SECTION 1507.2. COLOR TO BE
APPROVED BY OWNER / A/E.
RIDGE SHINGLE: RIDGE SHINGLE APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
RIDGE VENT: CONTINUOUS RIDGE VENT APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
SEALING STRIPS: SEALING STRIPS ON ASPHALT SHINGLES.
SELF-ADHERED UNDERLAYMENT: 30 MIL SELF-ADHERED HIGH
TEMPERATURE UNDERLAYMENT WITH A BUTYL RUBBER BASED
ADHESIVE BACKED BY A LAYER OF HIGH DENSITY CROSS LAMINATED
POLYETHYLENE COMPLYING WITH ASTM D1970 AND FBC SECTION
1507.2.
STARTER COURSE: ASPHALT STARTER COURSE SHINGLES
RECOMMENDED BY MANUFACTURER.
COVER FLASHING
COVER FLASHING
APRON FLASHING - BELOW
APRON FLASHING
APRON FLASHING
BACKER FLASHING
ASPHALT SHINGLES
"L" STEP FLASHING
"L" STEP FLASHING
"L" STEP FLASHING
METAL CRICKET FLASHING WITH
ALL WELDED JOINTS. PAINT ALL AFFECTED
SURFACES.
"L" STEP FLASHING - BELOW
APRON FLASHING
TURN UP SELF-ADHERED UNDERLAYMENT
AT CURB
A EQUIPMENT CURB FLASHING
NTS
A2.7
B
A2.7
EQUIPMENT CURB FLASHING BACKER FLASHING - CURBS LESS THAN 24" WIDE
NTS
C
A2.7
EQUIPMENT CURB FLASHING CRICKET FLASHING - CURBS 24" WIDE AND GREATER
NTS
EXISTING PIPE PENETRATION
SEALANT UNDER
SHINGLES
SILICONE SEALANT
SEALANT UNDER
SHINGLES
SPECIFICATION SECTION 07620
APRON FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
BACKER FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
COUNTERFLASHING: .040" PRE-PAINTED ALUMINUM, ASTM B209.
COVER FLASHING: .050" PRE-PAINTED ALUMINUM, ASTM B209.
DOWNSPOUT: SCHEDULE 40 PVC, 6" ROUND DOWNSPOUTS,
SECURED TO GUTTER AND TO DOWNSPOUT STRAPS WITH STAINLESS
STEEL FASTENERS. APPLY PRIMER AND TWO COATS OF PAINT
MATCHING EXTERIOR WALL COLOR.
DOWNSPOUT STRAP: .063" THICK X 1" WIDE PRE-PAINTED
ALUMINUM, SECURED TO EXISTING WALL WITH STAINLESS STEEL
FASTENERS.
DRIP EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
FLUE VENT FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
GUTTER: SEAMLESS GUTTER, .040" PRE-PAINTED ALUMINUM, ASTM
B209, SECURED TO STRUCTURAL FASCIA COMPONENTS WITH
STAINLESS STEEL FASTENERS. SEE DRAWINGS FOR SIZE.
GUTTER STRAP: .050" PRE-PAINTED ALUMINUM ASTM B209,
SECURED TO STRUCTURAL FASCIA COMPONENTS AND TO OUTSIDE
TOP EDGE OF GUTTER WITH STAINLESS STEEL FASTENERS.
HEAD WALL FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
"L" STEP FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
LEAD BOOT FLASHING: 4 POUND SHEET LEAD, WRAPPED INTO
VENT.
METAL CLEAT: .040" PRE-PAINTED ALUMINUM, ASTM B209.
METAL CRICKET FLASHING: .050" ALUMINUM, ASTM B209.
METAL EXTENSION FLASHING: .032" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL FLASHING SLEEVE: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL RAIN COLLAR FLASHING: .040" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL REGLET FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL TRIM FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209
ONE-PIECE TRANSITION FLASHING: .050" ALUMINUM, ASTM
B209.
RAKE EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
VALLEY FLASHING: 24 GAGE STAINLESS STEEL, TYPE 304.
JOINT SEALANTS SPECIFICATION SECTION 07920
STAINLESS STEEL DRAWBAND
SEALING STRIPS
SHEET METAL FLASHING & TRIM
BACKER ROD: CLOSED-CELL BACKER ROD.
BUTYL SEALANT: ONE-PART GUN GRADE, BUTYL-RUBBER BASED
JOINT SEALANT, ASTM C 1311.
SILICONE SEALANT: SINGLE-COMPONENT, NONSAG,
NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920, TYPE S,
GRADE NS, CLASS 100/50, FOR USE NT. APPLIED TO PRIMED
SURFACES.
SEALANT TAPE: 1" WIDE BUTYL SEALANT TAPE, APPLIED BETWEEN
METAL SURFACES AND UNDERLYING SURFACE.
STRUCTURAL SEALANT: SINGLE-COMPONENT, MOISTURE
CURING, GUN GRADE ADHESIVE, "M-1" MANUFACTURED BY CHEM
LINK ENGINEERED SYSTEMS.
URETHANE SEALANT: SINGLE-COMPONENT, NONSAG,
POLYURETHANE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS,
CLASS 100/50, FOR USE NT. APPLIED TO PRIMED SURFACES.
SEALANT UNDER
SHINGLES
SEALING STRIPS
LEAD BOOT FLASHING ROLL INTO PIPE
APPROX. 1"
CONSTRUCTION DOCUMENTS
ST. LUCIE PUBLIC SCHOOLS
METAL RAIN COLLAR OVERLAP METAL
FLASHING SLEEVE 3" MIN.
ASPHALT SHINGLES
METAL FLASHING
SLEEVE
GOOSENECK VENT SEE SCOPE OF WORK 2.7
SOUTHERN OAKS MIDDLE SCHOOL
PORT ST. LUCIE, FLORIDA
ROOFING REPLACEMENT PROJECT
ASPHALT SHINGLES
ASPHALT SHINGLES
JAY AMMON ARCHITECT, INC.
3246 LAKEVIEW OAKS DRIVE
LONGWOOD, FLORIDA 32779
(407) 333-1977
FAX: (407) 333-4686
E MAIL: JAY@JAYAMMON.COM
REVISIONS
NUMBER
TYPE
DATE:
JSJ
DRAWN BY:
APPROVED BY: JPA
D PLUMBING VENT - ISOMETRIC
NTS
A2.7
E PIPE PENETRATION FLASHING
NTS
A2.7
F GOOSENECK VENT FLASHING
NTS
A2.7
16-121
PROJECT NUMBER:
APRIL 12, 2016
DATE:
ROOF DETAILS
PLOT: N.T.S.
SHEET
A2.7
MATERIAL COMPONENT SCHEDULE
ROUGH CARPENTRY SPECIFICATION SECTION 06100
PLYWOOD: EXTERIOR GRADE PRESSURE TREATED PLYWOOD.
P.T. WOOD BLOCKING: PRESSURE TREATED WOOD
MECHANICALLY ATTACHED TO SUBSTRATE.
1/2" HEM
RE-SURFACING OF
EXISTING STUCCO AND EIFS
COVER PLATE
FOLD OVER
END CAP
1/2"
1-1/4"
SPECIFICATION SECTION 07165
BASE COAT: ONE-COMPONENT ACRYLIC NONCEMENTITIOUS,
FIBER-REINFORCED ACRYLIC BASE COAT. BASIS OF DESIGN: STO
RFP (80225) MANUFACTURED BY STO CORPORATION.
FINISH COAT: READY-MIXED, TEXTURED WALL COATING WITH
SELF-CLEANING CAPABILITIES. BASIS OF DESIGN: STOLIT LOTUSAN
1.5 (80191) MANUFACTURED BY STO CORPORATION.
PRIMER: PRIMER TINTED TO SAME COLOR AS FINISH COAT. BASIS
OF DESIGN: STO PRIMER SMOOTH (80804) MANUFACTURED BY STO
CORPORATION.
REINFORCING MESH: REINFORCING POLYMER COATED GLASS
FIBER MESH. BASIS OF DESIGN: STO MESH (80920) MANUFACTURED
BY STO CORPORATION.
STUCCO CRACK FILLER: ACRYLIC-BASED SURFACE LEVELER
KNIFE-GRADE CRACK FILLER. BASIS OF DESIGN: STO FLEXIBLE SKIM
COAT (80213) MANUFACTURED BY STO.
3/4"
SECTION SHOWING
COVER PLATE IN PLACE
ASPHALT SHINGLES SPECIFICATION SECTION 07311
COVER PLATE
ASPHALT SHINGLE: 40 YEAR ARCHITECTURAL ASPHALT
SHINGLES, COMPLYING WITH FBC SECTION 1507.2. COLOR TO BE
APPROVED BY OWNER / A/E.
RIDGE SHINGLE: RIDGE SHINGLE APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
RIDGE VENT: CONTINUOUS RIDGE VENT APPROVED BY ASPHALT
SHINGLE MANUFACTURER.
SEALING STRIPS: SEALING STRIPS ON ASPHALT SHINGLES.
SELF-ADHERED UNDERLAYMENT: 30 MIL SELF-ADHERED HIGH
TEMPERATURE UNDERLAYMENT WITH A BUTYL RUBBER BASED
ADHESIVE BACKED BY A LAYER OF HIGH DENSITY CROSS LAMINATED
POLYETHYLENE COMPLYING WITH ASTM D1970 AND FBC SECTION
1507.2.
STARTER COURSE: ASPHALT STARTER COURSE SHINGLES
RECOMMENDED BY MANUFACTURER.
GUTTER WITH END CAP
GUTTER
4 1/2"
PROVIDE ONE-PIECE .050" ALUMINUM
TRANSITION FLASHING WITH ALL WELDED JOINTS
A GUTTER DOWNSPOUT CONNECTION
NTS
A2.8
B GUTTER EXPANSION JOINT
NTS
A2.8
C GUTTER END CAP
NTS
A2.8
VALLEY
WELD END CAP TO
END OF WATER DIVERTER
ONE PIECE METAL TRANSITION FLASHING
WITH ALL JOINTS WELDED.
6" DIAMETER TUBULAR
SCHEDULE 40 PVC DOWNSPOUT
HOOK VALLEY
DISCHARGE END
OVER DRIP EDGE.
F
A2.8
DRIP EDGE
DOWNSPOUT STRAPS
AT TOP, BOTTOM AND 4'-0" O.C.
6" DIAMETER TUBULAR
SCHEDULE 40 PVC DOWNSPOUT
SHEET METAL FLASHING & TRIM
SPECIFICATION SECTION 07620
APRON FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
BACKER FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
COUNTERFLASHING: .040" PRE-PAINTED ALUMINUM, ASTM B209.
COVER FLASHING: .050" PRE-PAINTED ALUMINUM, ASTM B209.
DOWNSPOUT: SCHEDULE 40 PVC, 6" ROUND DOWNSPOUTS,
SECURED TO GUTTER AND TO DOWNSPOUT STRAPS WITH STAINLESS
STEEL FASTENERS. APPLY PRIMER AND TWO COATS OF PAINT
MATCHING EXTERIOR WALL COLOR.
DOWNSPOUT STRAP: .063" THICK X 1" WIDE PRE-PAINTED
ALUMINUM, SECURED TO EXISTING WALL WITH STAINLESS STEEL
FASTENERS.
DRIP EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
FLUE VENT FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
GUTTER: SEAMLESS GUTTER, .040" PRE-PAINTED ALUMINUM, ASTM
B209, SECURED TO STRUCTURAL FASCIA COMPONENTS WITH
STAINLESS STEEL FASTENERS. SEE DRAWINGS FOR SIZE.
GUTTER STRAP: .050" PRE-PAINTED ALUMINUM ASTM B209,
SECURED TO STRUCTURAL FASCIA COMPONENTS AND TO OUTSIDE
TOP EDGE OF GUTTER WITH STAINLESS STEEL FASTENERS.
HEAD WALL FLASHING: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
"L" STEP FLASHING: .032" PREPAINTED ALUMINUM, ASTM B209.
LEAD BOOT FLASHING: 4 POUND SHEET LEAD, WRAPPED INTO
VENT.
METAL CLEAT: .040" PRE-PAINTED ALUMINUM, ASTM B209.
METAL CRICKET FLASHING: .050" ALUMINUM, ASTM B209.
METAL EXTENSION FLASHING: .032" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL FLASHING SLEEVE: .032" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL RAIN COLLAR FLASHING: .040" PRE-PAINTED ALUMINUM,
ASTM B209.
METAL REGLET FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209.
METAL TRIM FLASHING: .040" PRE-PAINTED ALUMINUM, ASTM
B209
ONE-PIECE TRANSITION FLASHING: .050" ALUMINUM, ASTM
B209.
RAKE EDGE: .032" PRE-PAINTED ALUMINUM, ASTM B209.
VALLEY FLASHING: 24 GAGE STAINLESS STEEL, TYPE 304.
JOINT SEALANTS SPECIFICATION SECTION 07920
GUTTER
WYE
(SOCKET X SOCKET X SOCKET)
ONE PIECE METAL TRANSITION
WITH ALL JOINTS SOLDERED OR WELDED.
D GUTTER INSIDE CORNER
NTS
A2.8
EXISTING
WALL SURFACE
BACKER ROD: CLOSED-CELL BACKER ROD.
BUTYL SEALANT: ONE-PART GUN GRADE, BUTYL-RUBBER BASED
JOINT SEALANT, ASTM C 1311.
SILICONE SEALANT: SINGLE-COMPONENT, NONSAG,
NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920, TYPE S,
GRADE NS, CLASS 100/50, FOR USE NT. APPLIED TO PRIMED
SURFACES.
SEALANT TAPE: 1" WIDE BUTYL SEALANT TAPE, APPLIED BETWEEN
METAL SURFACES AND UNDERLYING SURFACE.
STRUCTURAL SEALANT: SINGLE-COMPONENT, MOISTURE
CURING, GUN GRADE ADHESIVE, "M-1" MANUFACTURED BY CHEM
LINK ENGINEERED SYSTEMS.
URETHANE SEALANT: SINGLE-COMPONENT, NONSAG,
POLYURETHANE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS,
CLASS 100/50, FOR USE NT. APPLIED TO PRIMED SURFACES.
EXISTING STORM DRAIN CONNECTION
CONSTRUCTION DOCUMENTS
EXISTING GRADE
G
A2.8
ST. LUCIE PUBLIC SCHOOLS
EXISTING SUBSTRATE
G WYE AND CLEANOUT ADAPTER WITH PLUG
NTS
A2.8
1/4" HEX HEAD STAINLESS STEEL SCREW ANCHOR
SOUTHERN OAKS MIDDLE SCHOOL
PORT ST. LUCIE, FLORIDA
SEALANT TAPE
ROOFING REPLACEMENT PROJECT
1/4" HEX HEAD STAINLESS STEEL NUT AND BOLT
DOWNSPOUT STRAP AT 4'-0" O.C.
JAY AMMON ARCHITECT, INC.
3246 LAKEVIEW OAKS DRIVE
LONGWOOD, FLORIDA 32779
(407) 333-1977
FAX: (407) 333-4686
E MAIL: JAY@JAYAMMON.COM
STAINLESS STEEL RIVET
6" DIAMETER TUBULAR
SCHEDULE 40 PVC DOWNSPOUT
REVISIONS
NUMBER
TYPE
DATE:
JSJ
DRAWN BY:
APPROVED BY: JPA
E DOWNSPOUT / STORM DRAIN CONNECTION
NTS
A2.8
F DOWNSPOUT STRAP CONNECTION
NTS
A2.8
16-121
PROJECT NUMBER:
APRIL 12, 2016
DATE:
ROOF DETAILS
PLOT: N.T.S.
SHEET
A2.8
SCOPE OF WORK
2.0
2.6
2.7
2.5
3.1
2.5
3.1
THE SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:
2.5
2.8
2.5
2.5
2.5
1.0 GENERAL:
1.1 INTERIOR PROTECTION DURING CONSTRUCTION: PRIOR TO DEMOLITION, INSTALL PROTECTION OVER INTERIOR SPACES
AS REQUIRED TO PROTECT OCCUPANTS, BUILDING COMPONENTS, AND EQUIPMENT FROM WEATHER ELEMENTS AND
CONSTRUCTION RELATED DEBRIS.
1.2 WEATHERPROOF ENCLOSURES DURING CONSTRUCTION: APPLY WEATHERPROOF ROOF COVERINGS OVER THE ROOF
AREAS DESIGNATED FOR REPLACEMENT OR REPAIR AS REQUIRED TO PREVENT THE INTRUSION OF WEATHER ELEMENTS INTO THE
BUILDING DURING THE CONSTRUCTION PROCESS.
1.3 HOUSEKEEPING: THOROUGHLY CLEAN ALL CONSTRUCTION RELATED DEBRIS FROM ALL INTERIOR SURFACES, EXTERIOR
SURFACES, AND THE SITE ON A DAILY BASIS. ALL CONSTRUCTION EQUIPMENT, DEBRIS, AND NEW MATERIAL STORED ON THE SITE
SHALL BE SECURED TO PREVENT WIND DISPLACEMENT.
1.4 SAFETY: DO NOT CONDUCT ANY WORK ON THE BUILDINGS WHILE THE BUILDING IS OCCUPIED. COORDINATE WITH THE SCHOOL
FOR ANY WORK AFTER HOURS DURING THE SCHOOL WEEK AND ON WEEKENDS. PROVIDE ALL NECESSARY MEASURES TO ENSURE
SAFETY DURING THE PERIODS WHEN THE SCHOOL IS OCCUPIED TO PREVENT ACCESS TO THE CONSTRUCTION AREAS AND
STAGING AREAS INCLUDING BUT NOT LIMITED TO SIGNS, FENCES, AND OTHER BARRIERS. INSTALL A TEMPORARY BARRIER OVER
THE TOP OF ALL ENTRANCES FOR A DISTANCE OF 10 FEET BEYOND THE ENTRANCE AS REQUIRED TO PROTECT PEDESTRIANS FROM
FALLING DEBRIS.
1.5 DAMAGED SUBSTRATES: REPLACE ALL DAMAGED SUBSTRATES PRIOR TO INSTALLATION OF NEW MATERIALS INCLUDING BUT
NOT LIMITED TO SHEATHING, WOOD BLOCKING, STUCCO, AND EIFS
1.6 MOCKUPS: FABRICATE AND INSTALL AN IN-PLACE MOCKUP OF ALL DETAILS. RECEIVE WRITTEN APPROVAL OF EACH MOCKUP BY
THE ARCHITECT PRIOR TO INSTALLATION OF ADDITIONAL SIMILAR DETAILS.
2.0
2.7
B
A2.3
2.7
2.0
2.0 ASPHALT SHINGLE ROOFS:
2.1 DEMOLITION: REMOVE ALL EXISTING ASPHALT SHINGLES, UNDERLAYMENTS, AND FASTENERS FROM THE SURFACE OF THE
EXISTING PLYWOOD ROOF DECKS. REMOVE ALL EXISTING METAL FLASHINGS FROM THE ASPHALT SHINGLE ROOFS INCLUDING BUT
NOT LIMITED TO METAL FLASHINGS, DRIP EDGES, VALLEY FLASHINGS, GUTTER, DOWNSPOUTS, AND FASTENERS.
2.2 PLYWOOD ROOF DECK RE-SECUREMENT: RE-SECURE THE EXISTING AND REPLACED PLYWOOD ROOF DECKS WITH #8 HOT
DIPPED GALVANIZED, FLAT HEAD SHEET METAL SCREWS AT 6 INCHES ON CENTER AT ALL SIDE JOINTS AND END JOINTS IN THE
PERIMETER AND FIELD OF THE ROOF. DECREASE THE SPACING TO 4 INCHES O. C. IN THE 12 FEET X 12 FEET CORNERS OF ALL
ROOFS.
2.3 UNDERLAYMENT APPLICATION: PREPARE ALL ROOF SURFACES TO RECEIVE THE NEW ROOFING ASSEMBLY AS REQUIRED BY
THE UNDERLAYMENT MANUFACTURER. APPLY PRIMER OVER ALL PLYWOOD ROOF DECK SURFACES. APPLY ONE PLY OF SELF
ADHERED MODIFIED BITUMINOUS UNDERLAYMENT OVER ALL ROOF DECK AND ADJACENT VERTICAL SURFACES. APPLY AN
ADDITIONAL UNDERLAYMENT PLY OVER ALL VALLEYS AND OVER ALL PRIMED METAL FLASHING FLANGES.
2.4 SHINGLE INSTALLATION: MECHANICALLY ATTACH 40 YEAR ARCHITECTURAL SHINGLES OVER ALL ROOF SURFACES.
2.5 METAL FLASHING INSTALLATION: INSTALL METAL FLASHINGS AT THE PERIMETERS OF ALL ROOF SURFACES AND WHERE
INDICATED ON THE DRAWINGS. ALL METAL FLASHING TO BE PRE-PAINTED ALUMINUM AT THE STRAIGHT RUNS. ALL TRANSITION
FLASHINGS INCLUDING INSIDE AND OUTSIDE CORNERS, TERMINATIONS, AND INTERSECTIONS WITH OTHER DETAILS, TO BE .050
MILL FINISHED ALUMINUM WITH FULLY WELDED NON-MOVING SEAMS AND PAINTED TO MATCH THE ADJACENT ALUMINUM COLOR.
ALL FASTENERS TO BE STAINLESS STEEL. INSTALL STEPPED RAKE FLASHINGS AT CURB RAKES AND WALL RAKES. REPLACE THE
LEAD BOOTS AT ALL PLUMBING VENTS. ALL HORIZONTAL FLANGES AT DRIP EDGES, RAKES AND STEPPED "L" FLASHINGS TO BE
COVERED WITH WET FLASHING CEMENT.
2.6 RIDGE VENTS: REPLACE ALL EXISTING RIDGE VENTS WITH NEW CONTINUOUS RIDGE VENTS APPROVED BY THE SHINGLE
MANUFACTURER.
2.7 MECHANICAL / ELECTRICAL EQUIPMENT: REUSE THE EXISTING CURBS OF ALL ROOF MOUNTED EXHAUST FANS AND
SUPPLY FANS. REMOVE ALL EXISTING ROOF MOUNTED VENTS AND REPLACE WITH PREFABRICATED .050" MILL FINISHED ALUMINUM
VENTS WITH ALL WELDED SEAMS AND STAINLESS STEEL INSECT SCREENS.
2.8 DRAINAGE: REMOVE ALL EXISTING GUTTERS AND DOWNSPOUTS. PATCH ALL HOLES IN EXTERIOR WALLS AT THE DOWNSPOUTS
AND REPAINT WALL SURFACE 12 INCHES WIDE BY THE HEIGHT OF THE WALL TO MATCH THE EXISTING WALL PAINT COLOR. INSTALL
NEW SEAMLESS PRE-PAINTED ALUMINUM GUTTERS WITH ALL NON-MOVING SEAMS FULLY WELDED AND POST PAINTED. INSTALL
SCHEDULE 40 PVC DOWNSPOUTS AND PAINT TO MATCH THE ADJACENT WALL COLOR. AT ALL EXISTING STORM DRAIN LINES,
CONNECT THE DISCHARGE END OF THE DOWNSPOUTS TO EXISTING STORM LINES WITH ROUND TO SQUARE PVC OR ALUMINUM
TRANSITION FITTINGS AS REQUIRED TO MATCH THE EXISTING STORM LINES. IF EXISTING STORM LINES ARE NOT PRESENT, INSTALL
NEW CONCRETE SPLASH BLOCKS.
B
A2.3
1 PHOTOGRAPH 1
A3.0
2 PHOTOGRAPH 2
A3.0
3 PHOTOGRAPH 3
A3.0
N.I.C.
3.2
2.7
E
A2.2
B
A2.4
E
A2.2
A
A2.4
2.8
2.5
2.0
2.8
2.0
2.5
4 PHOTOGRAPH 4
A3.0
5 PHOTOGRAPH 5
A3.0
2.0
6 PHOTOGRAPH 6
A3.0
2.6
2.7
3.0 CLERESTORY WALL RESURFACING:
3.1 STUCCO RESURFACING: WHERE NOTED ON THE DRAWINGS, PREPARE CLERESTORY WALL STUCCO AS REQUIRED BY THE
STUCCO RESTORATION AND PAINT MATERIALS MANUFACTURER INCLUDING BUT NOT LIMITED TO: SOUNDING OF ALL STUCCO
SURFACES, REMOVAL OF UNBONDED AND DETERIORATED STUCCO, AND REPLACEMENT WITH NON-SHRINK STUCCO PATCH;
REPAIR OF ALL CRACKS IN STUCCO, AND REPLACEMENT OF ALL DAMAGED OR MISSING STUCCO ACCESSORIES. APPLY A BASE
COAT AND SCRIM OVER ALL PROPERLY PREPARED STUCCO SURFACES. APPLY A SECOND LAYER OF SCRIM OVER ALL EXTERIOR
VERTICAL AND HORIZONTAL WALL CORNERS, COLUMN CORNERS, AND CORNERS AT WINDOWS, DOORS, AND LOUVER OPENINGS.
APPLY THE FINISH COAT OF THE RESTORATION SYSTEM OVER ALL STUCCO SURFACES. PAINT ALL STUCCO SURFACES. REPLACE
ALL SEALANTS AT THE PERIMETER OF THE WALL AND WALL PENETRATIONS WITH URETHANE SEALANTS AND BACKER RODS.
3.2 EIFS RESURFACING: PREPARE EIFS AS REQUIRED BY THE EIFS RESTORATION AND PAINT MATERIALS MANUFACTURER
INCLUDING BUT NOT LIMITED TO: REMOVAL OF EXISTING DETERIORATED EIFS AND REPLACEMENT WITH EIFS PATCH; REPAIR OF
ALL CRACKS IN EIFS, AND REPLACEMENT OF ALL DAMAGED OR MISSING EIFS ACCESSORIES. APPLY A BASE COAT AND SCRIM OVER
ALL PROPERLY PREPARED EIFS SURFACES. APPLY A SECOND LAYER OF SCRIM OVER ALL EXTERIOR VERTICAL AND HORIZONTAL
WALL CORNERS, COLUMN CORNERS, AND CORNERS AT WINDOWS, DOORS, AND LOUVER OPENINGS. APPLY THE FINISH COAT OF
THE RESTORATION SYSTEM OVER ALL EIFS SURFACES. PAINT ALL EIFS SURFACES. REPLACE ALL SEALANTS AT THE PERIMETER OF
THE WALL AND WALL PENETRATIONS WITH URETHANE SEALANTS AND BACKER RODS.
2.5
D
A2.6
2.5
A
A2.4
2.0
C
A2.5
CONSTRUCTION DOCUMENTS
ST. LUCIE PUBLIC SCHOOLS
2.6
2.7
2.7
3.2
SOUTHERN OAKS MIDDLE SCHOOL
2.5
ROOFING REPLACEMENT PROJECT
PORT ST. LUCIE, FLORIDA
JAY AMMON ARCHITECT, INC.
3246 LAKEVIEW OAKS DRIVE
LONGWOOD, FLORIDA 32779
(407) 333-1977
FAX: (407) 333-4686
E MAIL: JAY@JAYAMMON.COM
7 PHOTOGRAPH 7
A3.0
8 PHOTOGRAPH 8
A3.0
9 PHOTOGRAPH 9
A3.0
REVISIONS
NUMBER
TYPE
DATE:
JSJ
DRAWN BY:
APPROVED BY: JPA
A PHOTOGRAPHS
A3.0
16-121
PROJECT NUMBER:
APRIL 12, 2016
DATE:
PHOTOGRAPHS
PLOT: N.T.S.
SHEET
A3.0