q roof repair-100220109-9999-002 brg · sd01 reference site plan architectural a100 reference floor...
TRANSCRIPT
0000
A
BUILDING SECTION MARKER
WALL SECTION MARKER
SECTION IDENTIFICATION LETTER
SHEET NUMBER ON WHICH SECTION IS DRAWN
ADDITIONAL INFORMATION (WHERE APPLICABLE)
SECTION IDENTIFICATION LETTER
SHEET NUMBER ON WHICH SECTION IS DRAWN
ADDITIONAL INFORMATION (WHERE APPLICABLE)
DETAIL MARKERSECTION IDENTIFICATION LETTER
SHEET NUMBER ON WHICH SECTION IS DRAWN
ADDITIONAL INFORMATION (WHERE APPLICABLE)
ELEVATION MARKERELEVATION IDENTIFICATION LETTER
SHEET NUMBER ON WHICH ELEVATION IS DRAWN
ADDITIONAL INFORMATION (WHERE APPLICABLE)
A1
A200SIM
DOOR MARKERDOOR NUMBER
WINDOW MARKERWINDOW NUMBER
1
REVISION MARKER
REVISION NUMBER
01
GATE MARKERGATE NUMBER
?
FINISH MARKERA FINISH
A1A201
SIM
A1A201
SIM
1A8.8
SIM
ASPHALTIC CONCRETE PAVING
BASE COURSE
CONCRETE
EARTH
CONCRETE MASONRY UNIT
STEEL
BATT OR ACOUSTICAL INSULATION
RIGID INSULATION
FINISH WOOD
GYPSUM, PLASTER, OR STUCCO
PLYWOOD
RESILIENT FLOORING
40
17
10
10
60
60
8
160
70
79
CASA GRANDE
GILA BEND
BLYTHE
WICKENBURG
NEEDLES
HOOVER DAM GRAND CANYON
FLAGSTAFF
PHOENIX
MESA GLOBE
FLORENCE
TUCSON
PAGE
TUBA CITY
CHINLE
GANADO
HOLBROOK
SHOW LOW
PINEDALE
LINDEN
VERDE VALLEY
CLAY SPRINGS
YUMA
NOGALES
BENSON
TOMBSTONE
SAFFORD
SITE
SITE
E. SAHUARITA RD.
S. HAUG
HTO
N R
D.
HAR
RISO
N R
D.
S. M
ELPO
MENE W
Y.
W. CAMINO DEL TORO
MULTI-PURPOSE
BUILDINGS 1002 & 1003
MEDIA CENTER
BUILDINGS 1007 & 1008
ADMIN
BUILDING 1001
CLASSROOM
BUILDING 1006
CLASSROOM
BUILDING 1005
CLASSROOM
BUILDING 1004
DOMINIC M.
MONACCHIO
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DRAWING TITLE:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DRAWING NO.
SCALE:
PROJECT NO.
DATA FILE:
2 24232221201918171615141312111098765431
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Emc2 G A P PC1635 N. Greenfield Road, Suite 144
Mesa, Arizona 85205
P 480 830 3838
F 480 830 3860
www.emc2architects.com
ROUP RCHITECTS LANNERS,
1-15-2020
As indicated
3/1
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687_VAIL SYCAMO..
14219687.00
G001
GENERAL INFORMATION & SHEETINDEX
SYCAMORE ELEMENTARY SCHOOL
16701 S. HOUGHTON ROAD, VAIL AZ 85641
VAIL UNIFIED SCHOOL DISTRICT
SYCAMORE ELEMENTARY SCHOOL
16701 S. HOUGHTON ROAD, VAIL AZ 85641
VAIL UNIFIED SCHOOL DISTRICT
ROOF REPAIR-100220109-9999-002 BRG
ROOF REPAIR-100220109-9999-002 BRG
GENERAL
G001 GENERAL INFORMATION & SHEET INDEX
SITE DEVELOPMENT
SD01 REFERENCE SITE PLAN
ARCHITECTURAL
A100 REFERENCE FLOOR PLAN
A500 ROOF PLAN
A501 DEMOLITION ROOF PLANS
A502 DEMOLITION ROOF PLANS
A503 ROOF PLANS
A504 ROOF PLANS
A600 ROOF DETAILS
SYMBOLS MATERIALS LISTABBREVIATIONS
STATE MAP VICINITY MAP PROJECT MAP
OWNER / TENANT(ARCHITECTURAL DRAWINGS ONLY) (ARCHITECTURAL DRAWINGS ONLY) (ARCHITECTURAL DRAWINGS ONLY) OWNER
13801 E. BENSON HIGHWAYVAIL AZ 85641
PHONE: (520) 879-2000FAX: (520) 879-2001
CONTACT: JERRY WOOD
VAIL UNIFIED SCHOOL DIST.
TENANT
16701 S. HOUGHTON ROADVAIL AZ 85641
PHONE: (520) 879-2500
SYCAMORE ELEMENTARY SCHOOL
SHEET LIST
GENERAL NOTES
A.B. ANCHOR BOLTABC AGGREGATE BASE COURSEA/C AIR CONDITIONINGA.F.F. ABOVE FINISH FLOORALT. ALTERNATEA.C.P. ACOUSTICAL CEILING PANELBD. BOARDBFP BACK FLOW PREVENTERBLDG BUILDINGBLKG BLOCKINGBM BEAMB.O.S. BOTTOM OF STEELBTM BOTTOMCAB CABINETC.L. CENTERLINEC.C. CENTER TO CENTERC.I.P. CAST-IN-PLACEC.J. CONTROL JOINTCLG CEILINGC.M.U. CONCRETE MASONRY UNITC.O. CLEAN OUTCONC. CONCRETECONST. CONSTRUCTIONCONT CONTINUOUSCORR. CORRIDORCT CERAMIC TILEDET. DETAILDIA. DIAMETERDIM DIMENSIONEA. EACHE.J. EXPANSION JOINTELEVN. ELEVATIONELECT. ELECTRICEQ. EQUALE.W.C. ELECTRIC WATER COOLEREXIST. EXISTINGEXP. BT. EXPANSION BOLTEXP. STR. EXPOSED STRUCTUREEXT. EXTERIORF.D. FLOOR DRAINF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.F.L. FINISH FLOOR LINEF.F. FINISH FLOORFIN. FINISHFLR. FLOORFT. FOOT, FEETFTG. FOOTINGga. GUAGEG.I. GALVANIZED IRONGALV. GALVANIZEDGL. GLASSGYP. BD. GYPSUM BOARDH.M. HOLLOW METALH.C. HANDICAPH-CONC HARDENED CONCRETEH.B. HOSE BIBBH/H HAND HOLEHORIZ. HORIZONTALHT. HEIGHT
I.B.C. INTERNATIONAL BUILDINGCODE
I.E. INVERT ELEVATIONINSUL. INSULATIONLAM. LAMINATELAV. LAVATORYMAS. MASONRYMAT. MATERIALMAX MAXIMUMMIN. MINIMUM, MINUTEMTL. METALMTD. MOUNTEDN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALENO. NUMBERNOM. NOMINALO.C. ON CENTEROPP. OPPOSITEPCP PORTLAND CEMENT PLASTERPL. PLATEPTD. PAINTEDQT QUARRY TILEREINF. REINFORCINGRM. ROOMS.C. SOLID CORESCHED. SCHEDULESECT. SECTIONS.F. SQUARE FOOT (FEET)SIM. SIMILARSPECS. SPECIFICATIONSSTL. STEELSUSP. SUSPENDEDT.O. TOP OFT.O.F. TOP OF FRAMINGT.O.M. TOP OF MASONRYT.O.S. TOP OF STEELTLT TOILETT.S. TUBE STEELTYP. TYPICALU.B.C. UNIFORM BUILDING CODEU.N.O. UNLESS NOTED OTHERWISEVCT. VINYL COMPOSITION TILEVERT. VERTICALVEST VESTIBULEVWC VINYL WALL COVERINGWD. WOODW.H. WATER HEATERw/ WITHw/o WITH OUTWT. WEIGHTWWF WELDED WIRE FABRICXFMR. TRANSFORMER
N N N
SFB PROJECT #: 100220109-9999-002-BRG
SYCAMORE ELEMENTARY SCHOOL
ROOF REPLACEMENT
VAIL UNIFIED
SCHOOL DISTRICT
SYCAMORE
ELEMENTARY SCHOOL
A. THE CONTRACTOR SHALL VISIT THE PREMISES TO REVIEW & UNDERSTAND EXISTING CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO PERFORM THE WORK. THE CONTRACTOR SHALL HARMONIZE HIS WORK SO EACH PIECE OF EQUIPMENT WILL BE INSTALLED TO FUNCTION PROPERLY. THE CONTRACTOR SHALL COORDINATE W/OTHER TRADES.
B. WHERE DRAWINGS INDICATE EXISTING CONDITIONS, AN ATTEMPT HAS BEEN MADE TO SHOW ELECTRICAL EQUIPMENT, BUILDING, SITE DETAILS, ETC. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING BUILDINGS, SITE DETAILS, ETC.
C. THE CONTRACTOR SHALL PERFORM ALL TEMPORARY AND REMODELING WORK AS SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS INCLUDING MINOR ITEMS OF MATERIAL OR EQUIPMENT NECESSARY TO MEET THE REQUIREMENTS AND INTENT OF THE PROJECT.
D. CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND SPECIFICATIONS AND SHALL DETERMINE THE SEQUENCE OF CONSTRUCTION THROUGHOUT THE PROJECT, INCLUDING, BUT NOT LIMITED TO; EXISTING, TEMPORARY, REMODELED AND NEW AREAS.
E. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING PATCHING, PLASTERING, PAINTING, AND/OR OTHER REPAIR DUE TO THE CONSTRUCTION HERE IN.
F. AT THE END OF THE DAY, THE CONTRACTOR SHALL PROVIDE TRAFFIC COVERS OVER ANY EXPOSED TRENCHES. CONTRACTOR SHALL PROVIDE SUITABLE BARRICADES ALL WORK AREAS MAINTAINING A SAFE ENVIRONMENT BY MEANS OF EGRESS AND ACCESSIBILITY.
G. AT NO TIME SHALL THE CONTRACTOR, HIS SUB-CONTRACTOR, OR ANY PERSON IN HIS EMPLOY HAVE CONTACT WITH ANY SCHOOL STAFF, FACULTY OR STUDENTS UNLESS ABSOLUTELY NECESSARY FOR THE PROGRESS OF THE WORK.
H. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ACCURACY OF ALL MEASUREMENTS, ESTIMATES OF MATERIALS QUANTITIES AND SIZES, AND SITE CONDITIONS AFFECTING THE WORK.
I. PHOTOS USED FOR REFERENCE ONLY AND REPRESENT A PAST EXISTING CONDITION. CONTRACTOR TO VERIFY ALL CURRENT CONDITIONS PRIOR TO BID.
J. CONTRACTOR RESPONSIBLE TO MONITOR INTERIOR AND REVIEW FOR SAFETY ALL SPACES THAT COULD POTENTIALLY BE AFFECTED BY PROJECT WORK AND RETURN THEM TO PREVIOUS USABLE CONDITION.
K. CONTRACTOR RESPONSIBLE TO ABATE HAZARDOUS MATERIALS DISTURBED BY THE PROJECT WORK IN ACCORDANCE WITH HCM REPORT INCLUDED AS PART OF BID DOCUMENTS, INCLUDING ALL CERTIFICATIONS AND INSPECTIONS/ REPORTS.
L. CONTRACTOR TO BE RESPONSIBLE FOR REPLACEMENT OR REPAIR OF EXISTING DAMAGED ROOF SUBSTRATE AS PART OF THE ROOF REPAIR.
OWNER / TENANT
GRANT FUND
1700 W WASHINGTONPHOENIX AZ 85007
PHONE: (602) 542-6501FAX: (602) 542-6529
CONTACT: ABHI GANDHI
AZ SCHOOL FACILITIES BOARD
BUILDING DATA
BLDG
300
400
500
1001
1002
1003
1004
1005
1006
1007
1008
DESCRIPTION
CLASSROOM
CLASSROOM
CLASSROOM
ADMIN
MULTI PURPOSE
MULTI PURPOSE
CLASSROOM
CLASSROOM
CLASSROOM
MEDIA CENTER
MEDIA CENTER
YEAR SQFT
4182
6375
6398
4115
20494
4822
6377
6795
14339
# REVISIONS / SUBMISSIONS DATE
MULTI-PURPOSE
SFB 1002 & 1003MEDIA CENTER
SFB 1007 & 1008
ADMIN
SFB 1001
CLASSROOM
SFB 1006
CLASSROOM
SFB 1005
CLASSROOM
SFB 1004
NTR
UE
NPLAN
BLDG 300
BLDG 400
BLDG 500
NOT IN
PROJECT
12
3
4
5
6
7
8
9
10
11
NOT IN
PROJECT
GENERAL NOTESA. ALL FIRE LANES MUST REMAIN ACCESSIBLE DURING
CONSTRUCTION.
B. CONSTRUCTION ACCESS TO ROOF TO BE AS
INDICATED UNLESS APPROVED BY DISTRICT.
C. PROVIDE SAFETY PROTECTION FROM ALL PLAY
AREAS ADJACENT TO THE WORK.
D. NOT USED
E. SCHOOL MUST REMAIN IN SESSION DURING THIS
PROJECT. THE CONTRACTOR MUST LIMIT THE IMPACT
OF THIS PROJECT DURING IN SCHOOL HOURS. 2
CLASSROOMS AT A TIME MAY BE RENDERED
UNUSABLE FOR ANY PROJECT RELATED REASON
(NOISE, FUMES, HVAC DISCONNECTION, ETC.) WITH
MIN. 3 DAY NOTICE TO DISTRICT.
F. CONTRACTOR RESPONSIBLE FOR ASSESSING
CONDITION OF SIDEWALKS AND STAGING AREAS,
AND ENSURE THEY ARE RETURNED TO ORIGINAL
CONDITION AT PROJECT COMPLETION, INCLUDING
THE REPLACEMENT, REPAIR OR CLEANING OF
DAMAGED SIDEWALKS AND LANDSCAPE AREAS.
G. OCCUPANT EGRESS AND PEDESTRIAN ACCESS MUST BE
ACCOMODATED THROUGHOUT PROJECT DURATION.
DOMINIC M.
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DRAWING TITLE:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DRAWING NO.
SCALE:
PROJECT NO.
DATA FILE:
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Emc2 G A P PC1635 N. Greenfield Road, Suite 144
Mesa, Arizona 85205
P 480 830 3838
F 480 830 3860
www.emc2architects.com
ROUP RCHITECTS LANNERS,
1-15-2020
As indicated
3/1
2/2
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1-15-2020
687_VAIL SYCAMO..
14219687.00
SD01
REFERENCE SITE PLAN
SYCAMORE ELEMENTARY SCHOOL
16701 S. HOUGHTON ROAD, VAIL AZ 85641
VAIL UNIFIED SCHOOL DISTRICT
ROOF REPAIR
1" = 40'-0"
A1 REFERENCE SITE PLAN
12" = 1'-0"
N1 PHOTOVIEW 112" = 1'-0"
N5 PHOTOVIEW 212" = 1'-0"
N9 PHOTOVIEW 312" = 1'-0"
N13 PHOTOVIEW 412" = 1'-0"
N17 PHOTOVIEW 512" = 1'-0"
N21 PHOTOVIEW 6
12" = 1'-0"
J13 PHOTOVIEW 712" = 1'-0"
J17 PHOTOVIEW 812" = 1'-0"
J21 PHOTOVIEW 9
12" = 1'-0"
E13 PHOTOVIEW 1012" = 1'-0"
E17 PHOTOVIEW 11# REVISIONS / SUBMISSIONS DATE
PHOTO'S USED ARE FOR
REFERENCE ONLY AND
REPERESENT A PAST
EXISTING CONDITION.
CONCTRACTOR TO VERIFY
ALL CURRENT CONDITIONS
PRIOR TO BID.
MULTI-PURPOSE
SFB 1002 & 1003
MEDIA CENTER
SFB 1007 & 1008
ADMIN
SFB 1001
CLASSROOM
SFB 1006
CLASSROOM
SFB 1005
CLASSROOM
SFB 1004
BLDG 400
BLDG 300
BLDG 500 SFB 1009
NOT IN PROJECT
NOT IN PROJECT
1
1
1
1
1
1
1 1 1
1
1
1
1 1
1
1
KEYNOTES
1. MAINTAIN ALL EGRESS DURING CONSTRUCTION.
2. ANY WORK THAT CAUSES UNNATURAL FUMES OR DUST
MUST BE DONE IN OFF SCHOOL SESSION TIMES AND
WITH COORDINATION WITH DISTRICT.
3. CONCTRACTOR TO SECURE ALL MATERIALS AT END
OF EACH WORK DAY.
4. CONTRACTOR RESPONSIBLE FOR ASSESSING
CONDITION OF SIDEWALKS AND STAGING AREAS.
ETC. AND ENSURE THEY ARE LEFT IN ORIGINAL
CONDITION AT PROJECT COMPLETION.
REPAIR/CLEAN SIDEWALKS, RE-INSTALL ANY
DAMAGED LANDSCAPING AS REQUIRED.
DOMINIC M.
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DRAWING TITLE:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DRAWING NO.
SCALE:
PROJECT NO.
DATA FILE:
2 24232221201918171615141312111098765431
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1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242
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QR
Emc2 G A P PC1635 N. Greenfield Road, Suite 144
Mesa, Arizona 85205
P 480 830 3838
F 480 830 3860
www.emc2architects.com
ROUP RCHITECTS LANNERS,
1-15-2020
As indicated
3/1
2/2
02
0 2
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1 P
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1-15-2020
687_VAIL SYCAMO..
14219687.00
A100
REFERENCE FLOOR PLAN
SYCAMORE ELEMENTARY SCHOOL
16701 S. HOUGHTON ROAD, VAIL AZ 85641
VAIL UNIFIED SCHOOL DISTRICT
ROOF REPAIR
1/32" = 1'-0"
A1 REFERENCE FLOOR PLAN
# REVISIONS / SUBMISSIONS DATE
N N
TRUE
PLAN
MULTI-PURPOSESFB 1002 & 1003
MEDIA CENTERSFB 1007 & 1008
ADMINSFB 1001
CLASSROOMSFB 1006
CLASSROOMSFB 1005
CLASSROOMSFB 1004
SFB 1009(NOT IN PROJECT)
1
11
1
1
1BLDG 400
BLDG 500
BLDG 300
NOT IN PROJECT
2
2
2
2
2
2
ROOFING NOTES
1. REPAIR ROOF MEMBRANE VOIDS BY 3
COURSING.
2. REPLACE AGED PENETRATION SEALANTS.
3. APPLY ROOF SLOPE POND FILLER AT AREAS
OF PONDING AT HIGH SIDE OF MECHANICAL
UNITS. PROVIDE CRICKETS AT UNITS TO
ASSURE PROPER DRAINAGE AND NO PONDING.
4. SEAL PERIMETER SEALANT VOIDS AT CMU
PARAPET WALLS.
5. APPLY A MINIMUM OF 39 MILS DRY FILM
THICKNESS OF WHITE ACRYLIC COATINGS TO
ROOF SURFACES.
1. BUILT-UP ROOF TO BE RE-SURFACED. PRIOR TO RE-
SURFACING CONTRACTOR TO DO THE FOLLOWING:
2. ROOFING IN THIS AREA IS IN GOOD CONDITION
AND ONLY REQUIRES ANNUAL MAINTENANCE AT THIS
TIME. METAL ROOF COVERINGS REQUIRE NO WORK
AT THIS TIME.
DOMINIC M.
MONACCHIO
45064
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DRAWING TITLE:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DRAWING NO.
SCALE:
PROJECT NO.
DATA FILE:
2 24232221201918171615141312111098765431
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PN
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FE
DC
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1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242
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Emc2 G A P PC1635 N. Greenfield Road, Suite 144
Mesa, Arizona 85205
P 480 830 3838
F 480 830 3860
www.emc2architects.com
ROUP RCHITECTS LANNERS,
1-15-2020
As indicated
3/1
2/2
02
0 2
:47:5
7 P
MC
:\U
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rs\c
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EMC2
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DMM
1-15-2020
687_VAIL SYCAMO..
14219687.00
A500
ROOF PLAN
SYCAMORE ELEMENTARY SCHOOL
16701 S. HOUGHTON ROAD, VAIL AZ 85641
VAIL UNIFIED SCHOOL DISTRICT
ROOF REPAIR
1/32" = 1'-0"
A1 ROOF PLAN
# REVISIONS / SUBMISSIONS DATE
1
2
3
1
3
2
1
2
3
1 2
3
ROOF LEGEND
HATCH INDICATES ROOFING TO
REMAIN AND OVERLAYED
ASPHALT SHINGLED ROOF
NOTE: DIMENSIONS OF EXISTING BUILDING FOR
GENERAL REFERENCE. CONTRACTOR RESPONSIBLE TO
VERIFY ALL EXISTING DIMENSIONS.
DEMO GENERAL NOTES
A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR
VERIFYING & COORDINATING ALL DIMENSIONS W/
THE ARCHITECT, SUPPLIERS & SUBCONTRACTORS
PRIOR TO THE COMMENCEMENT OF WORK.
B. REMOVAL AREA AND VOLUME IS BASED ON EXISTING
DRAWINGS AND LIMITED SITE INVESTIGATION. IT
IS THE CONTRACTORS RESPONSIBILITY TO
DETERMINE ACTUAL DISPOSAL VOLUMES AND
WEIGHTS PRIOR TO BID.
C. CONTRACTOR IS RESPONSIBLE FOR "DRYING IN"
ALL ROOFING AREAS REMOVED AT THE END OF EACH
DAY, AND IS RESPONSIBLE FOR REPAIRING OR
REPLACING ANY DAMAGED INTERIOR FINISHES OR
EQUIPMENT AS A RESULT OF THE PROJECT WORK.
D. CONTRACTOR SHALL ENSURE THAT ALL ROOF TOP
EQUIPMENT PENETRATIONS AND SIDEWALLS ARE ALL
PROPERLY FLASHED, SEALED AND WEATHER TIGHT.
E. CONTRACTOR IS RESPONSIBLE TO MONITOR
INTERIOR AND REVIEW FOR SAFETY ALL SPACES
THAT COULD POTENTIALLY BE AFFECTED BY THE
REMOVAL PROCESSES ABOVE. ALL AFFECTED SHALL
BE REPAIRED TO ORIGINAL STATE. DUST AND
DEBRIS THAT VIBRATE DOWN TO INTERIOR SPACE
SHALL BE CLEANED TO ORIGINAL STATE BEFORE
STUDENTS OCCUPY.
F. IF EXISTING DUCTWORK OR CONDUIT IS TO
REMAIN, THE CONTRACTOR MUST TAKE PRECAUTIONS
NOT TO DAMAGE ANY OF THE EXISTING DUCTWORK,
CONDUIT, AND WIRES IN ANY WAY DURING THE
DEMOLITION OF THE EXISITING ROOFING
MATERIALS. ANY DAMAGE TO COMPONENTS THAT ARE
INTENDED TO REMAIN SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
DEMO KEYNOTES
1. CONTRACTOR TO ASSESS ALL ROOFTOP EQUIPMENT
AND PATHWAYS PRIOR TO TEMPORARY REMOVAL OR
DISCONNECTION. CONTRACTOR RESPONSIBLE TO
RETURN ALL EQUIPMENT TO ORIGINAL CONDITION
AFTER NEW COATING IS INSTALLED.
2. ALL PATHWAYS, INCLUDING GAS PIPING, ELECTRICAL
CONDUITS AND LOW VOLTAGE, TO BE PROPERLY
DISCONNECTED AND RECONNECTED TO COORDINATE
WITH ANY PROJECT REQUIREMENTS BY
SUBCONTRACTOR LICENSED TO PERFORM SUCH
WORK. CONTRACTOR TO VERIFY EXTENTS OF
PATHWAYS PRIOR TO BID.
3. CLEAN AND PREPARE ALL ROOFTOP PENETRATIONS
TO RECEIVE NEW ROOF COATING.
#
DOMINIC M.
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DRAWING TITLE:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DRAWING NO.
SCALE:
PROJECT NO.
DATA FILE:
2 24232221201918171615141312111098765431
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Emc2 G A P PC1635 N. Greenfield Road, Suite 144
Mesa, Arizona 85205
P 480 830 3838
F 480 830 3860
www.emc2architects.com
ROUP RCHITECTS LANNERS,
1-15-2020
As indicated
3/1
2/2
02
0 2
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8 P
MC
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_cw
art
h.r
vt
Designer
Author
Checker
1-15-2020
687_VAIL SYCAMO..
14219687.00
A501
DEMOLITION ROOF PLANS
SYCAMORE ELEMENTARY SCHOOL
16701 S. HOUGHTON ROAD, VAIL AZ 85641
VAIL UNIFIED SCHOOL DISTRICT
ROOF REPAIR
1/16" = 1'-0"
E11 ROOF PLAN DEMO BLDG #1004
1/16" = 1'-0"
E16 ROOF PLAN DEMO BLDG #1006
1/16" = 1'-0"
A7 ROOF PLAN DEMO BLDG #1005
1/16" = 1'-0"
L7 ROOF PLAN DEMO BLDG #1001
# REVISIONS / SUBMISSIONS DATE
DEMO KEYNOTES
1. CONTRACTOR TO ASSESS ALL ROOFTOP EQUIPMENT
AND PATHWAYS PRIOR TO TEMPORARY REMOVAL OR
DISCONNECTION. CONTRACTOR RESPONSIBLE TO
RETURN ALL EQUIPMENT TO ORIGINAL CONDITION
AFTER NEW COATING IS INSTALLED.
2. ALL PATHWAYS, INCLUDING GAS PIPING, ELECTRICAL
CONDUITS AND LOW VOLTAGE, TO BE PROPERLY
DISCONNECTED AND RECONNECTED TO COORDINATE
WITH ANY PROJECT REQUIREMENTS BY
SUBCONTRACTOR LICENSED TO PERFORM SUCH
WORK. CONTRACTOR TO VERIFY EXTENTS OF
PATHWAYS PRIOR TO BID.
3. CLEAN AND PREPARE ALL ROOFTOP PENETRATIONS
TO RECEIVE NEW ROOF COATING.
#
DEMO GENERAL NOTES
A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR
VERIFYING & COORDINATING ALL DIMENSIONS W/
THE ARCHITECT, SUPPLIERS & SUBCONTRACTORS
PRIOR TO THE COMMENCEMENT OF WORK.
B. REMOVAL AREA AND VOLUME IS BASED ON EXISTING
DRAWINGS AND LIMITED SITE INVESTIGATION. IT
IS THE CONTRACTORS RESPONSIBILITY TO
DETERMINE ACTUAL DISPOSAL VOLUMES AND
WEIGHTS PRIOR TO BID.
C. CONTRACTOR IS RESPONSIBLE FOR "DRYING IN"
ALL ROOFING AREAS REMOVED AT THE END OF EACH
DAY, AND IS RESPONSIBLE FOR REPAIRING OR
REPLACING ANY DAMAGED INTERIOR FINISHES OR
EQUIPMENT AS A RESULT OF THE PROJECT WORK.
D. CONTRACTOR SHALL ENSURE THAT ALL ROOF TOP
EQUIPMENT PENETRATIONS AND SIDEWALLS ARE ALL
PROPERLY FLASHED, SEALED AND WEATHER TIGHT.
E. CONTRACTOR IS RESPONSIBLE TO MONITOR
INTERIOR AND REVIEW FOR SAFETY ALL SPACES
THAT COULD POTENTIALLY BE AFFECTED BY THE
REMOVAL PROCESSES ABOVE. ALL AFFECTED SHALL
BE REPAIRED TO ORIGINAL STATE. DUST AND
DEBRIS THAT VIBRATE DOWN TO INTERIOR SPACE
SHALL BE CLEANED TO ORIGINAL STATE BEFORE
STUDENTS OCCUPY.
F. IF EXISTING DUCTWORK OR CONDUIT IS TO
REMAIN, THE CONTRACTOR MUST TAKE PRECAUTIONS
NOT TO DAMAGE ANY OF THE EXISTING DUCTWORK,
CONDUIT, AND WIRES IN ANY WAY DURING THE
DEMOLITION OF THE EXISITING ROOFING
MATERIALS. ANY DAMAGE TO COMPONENTS THAT ARE
INTENDED TO REMAIN SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
1 3
2
1
2
3
ROOF LEGEND
HATCH INDICATES ROOFING TO
REMAIN AND OVERLAYED
ASPHALT SHINGLED ROOF
NOTE: DIMENSIONS OF EXISTING BUILDING FOR
GENERAL REFERENCE. CONTRACTOR RESPONSIBLE TO
VERIFY ALL EXISTING DIMENSIONS.
DOMINIC M.
MONACCHIO
45064
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. A
.
DRAWING TITLE:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DRAWING NO.
SCALE:
PROJECT NO.
DATA FILE:
2 24232221201918171615141312111098765431
RQ
PN
ML
KJ
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1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242
AB
CD
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LM
NP
QR
Emc2 G A P PC1635 N. Greenfield Road, Suite 144
Mesa, Arizona 85205
P 480 830 3838
F 480 830 3860
www.emc2architects.com
ROUP RCHITECTS LANNERS,
1-15-2020
As indicated
3/1
2/2
02
0 2
:48:4
4 P
MC
:\U
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h.r
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Designer
Author
Checker
02/24/20
687_VAIL SYCAMO..
14219687.00
A502
DEMOLITION ROOF PLANS
SYCAMORE ELEMENTARY SCHOOL
16701 S. HOUGHTON ROAD, VAIL AZ 85641
VAIL UNIFIED SCHOOL DISTRICT
# REVISIONS / SUBMISSIONS DATE
1/16" = 1'-0"
A11 ROOF PLAN DEMO BLDG #1007 & 1008
1/16" = 1'-0"
A1 ROOF PLAN DEMO BLDG #1002 & 1003
2
2
2 2
24
3
1
2
1
2
4
2
3
2
1
2
4
3
2
2
3
1
4
2
2
2
ROOF LEGEND
HATCH INDICATES ROOFING TO
REMAIN AND OVERLAYED
ASPHALT SHINGLED ROOF
NOTE: DIMENSIONS OF EXISTING BUILDING FOR
GENERAL REFERENCE. CONTRACTOR RESPONSIBLE TO
VERIFY ALL EXISTING DIMENSIONS.
KEYNOTES1. EXISTING ROOFING TO RECEIVE NEW ACRYLIC
COATING SYSTEM
2. APPLY POND FILLER TO CRICKET HIGH SIDE OF
MECHANICAL UNITS.
3. RESEAL ALL PARAPET COPING JOINTS WITH
APPROVED SEALANT. INSTALL HIGH TEMPERATURE
UNDERLAYMENT AT ALL COPINGS.
4. APPLY ROOF SLOPED POND FILLER TO CRICKETS
FOR RECOMMENDED DEPTH RATIO, TYP
GENERAL NOTESA. REMOVE ALL UNUSED OR ABANDONED EQUIPMENT AND
FIXTURES. VERIFY WITH DISTRICT.
B. ALL CONDUIT AND PIPING TO BE SUPPORTED MIN.
3.5" ABOVE FINISHED ROOF WITH PRE
MANUFACTURED PIPE STANDS. SPACE SUPPORTS AT
MFR. SPECIFIED SPACING.
C. EXISTING DECKING IS ASSUMED TO BE WOOD U.N.O.
D. MFR. RECOMMEND 8" MIN. CURB AT MECHANICAL
UNITS. CONTRACTOR TO PROVIDE PROPER
CLEARANCE OF ALL UNITS TO MAINTAIN MFR.
WARRANTY.
E. ANY EXISTING ELECTRICAL AND LOW VOLTAGE
PATHWAYS AND COMPONENTS THAT ARE
DISCONNECTED FOR THIS PROJECTS TO BE RE-
INSTALLED PER CURRENT CODE. COORDINATE ANY
REVISED PATHWAY LOCATION WITH ALL OTHER
TRADES.
F. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR
VERIFYING & COORDINATING ALL DIMENSION W/THE
ARCHITECT, SUPPLIERS & SUBCONTRACTORS PRIOR
TO THE COMMENCEMENT OF WORK AND PRIOR TO
BID.
G. ANY MISCELLANEOUS WOOD BLOCKING, NAILERS,
ETC. TO BE FIRE RETARDANT TREATED WOOD.
H. CONTRACTOR SHALL ENSURE THAT ALL ROOF TOP
EQUIPMENT PENETRATIONS AND SIDEWALLS ARE ALL
PROPERLY FLASHED, SEALED AND WEATHER TIGHT.
I. ALL PERMANENT PIPE SUPPORTS AND OTHER
PENETRATIONS TO BE PROPERLY FLASHED PRIOR TO
APPLICATION OF NEW COATING.
J. WHERE IT IS NECESSARY TO DISCONNECT A
MECHANICAL UNIT FOR THIS WORK, IT SHALL BE
DONE AFTER SCHOOL HOURS, AND BY AN APPROVED
CONTRACTOR.
K. CONTRACTOR TO FENCE OFF OR PROVIDE ADEQUATE
SAFETY MEASURES TO SEPARATE PROJECT RELATED
AREAS AND SCHOOL AREAS. SCHOOL MUST REMAIN
IN OPERATION DURING THE CONSTRUCTION
PROCESS.
L. PHOTOS USED ARE FOR REFERENCE ONLY AND
REPRESENT A PAST EXISTING CONDITION.
CONTRACTOR TO VERIFY ALL CURRENT CONDITIONS
PRIOR TO BID.
M. CONTRACTOR TO VERIFY WITH V.U.S.D. AND SPRINT
CELLULAR METHOD OF ROOFING UNDER ROOFTOP
EQUIPMENT. (TOWER P863XC524)
N. CONTRACTOR TO ADD NEW SADDLE FLASHING AT ALL
COPING TERMINATIONS AT VERTICAL SURFACES.
O. CONTRACTOR TO IDENTIFY AND REPAIR ALL DOUBLE
CLEATED COPING THAT ARE NOT NAILED PROPERLY.
DOMINIC M.
MONACCHIO
45064
RE
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Da
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__
__
A
RI Z O N A U . S
. A
.
DRAWING TITLE:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DRAWING NO.
SCALE:
PROJECT NO.
DATA FILE:
2 24232221201918171615141312111098765431
RQ
PN
ML
KJ
HG
FE
DC
BA
1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242
AB
CD
EF
GH
JK
LM
NP
QR
Emc2 G A P PC1635 N. Greenfield Road, Suite 144
Mesa, Arizona 85205
P 480 830 3838
F 480 830 3860
www.emc2architects.com
ROUP RCHITECTS LANNERS,
1-15-2020
As indicated
3/1
2/2
02
0 2
:49:2
3 P
MC
:\U
se
rs\c
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ocu
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\687
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Syca
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S R
oo
fing
_cw
art
h.r
vt
Designer
Author
Checker
1-15-2020
687_VAIL SYCAMO..
14219687.00
A503
ROOF PLANS
SYCAMORE ELEMENTARY SCHOOL
16701 S. HOUGHTON ROAD, VAIL AZ 85641
VAIL UNIFIED SCHOOL DISTRICT
ROOF REPAIR
1/16" = 1'-0"
A7 ROOF PLAN BLDG #1005
1/16" = 1'-0"
E16 ROOF PLAN BLDG #1004
1/16" = 1'-0"
L7 ROOF PLAN BLDG #1001
1/16" = 1'-0"
E11 ROOF PLAN BLDG #1006# REVISIONS / SUBMISSIONS DATE
2
1
4
2
2
2
2
3
2
2
2
3
2
1
4
ROOF LEGEND
HATCH INDICATES ROOFING TO
REMAIN AND OVERLAYED
ASPHALT SHINGLED ROOF
NOTE: DIMENSIONS OF EXISTING BUILDING FOR
GENERAL REFERENCE. CONTRACTOR RESPONSIBLE TO
VERIFY ALL EXISTING DIMENSIONS.
KEYNOTES1. EXISTING ROOFING TO RECEIVE NEW ACRYLIC
COATING SYSTEM
2. APPLY POND FILLER TO CRICKET HIGH SIDE OF
MECHANICAL UNITS.
3. RESEAL ALL PARAPET COPING JOINTS WITH
APPROVED SEALANT. INSTALL HIGH TEMPERATURE
UNDERLAYMENT AT ALL COPINGS.
4. APPLY ROOF SLOPED POND FILLER TO CRICKETS
FOR RECOMMENDED DEPTH RATIO, TYP
GENERAL NOTESA. REMOVE ALL UNUSED OR ABANDONED EQUIPMENT AND
FIXTURES. VERIFY WITH DISTRICT.
B. ALL CONDUIT AND PIPING TO BE SUPPORTED MIN.
3.5" ABOVE FINISHED ROOF WITH PRE
MANUFACTURED PIPE STANDS. SPACE SUPPORTS AT
MFR. SPECIFIED SPACING.
C. EXISTING DECKING IS ASSUMED TO BE WOOD U.N.O.
D. MFR. RECOMMEND 8" MIN. CURB AT MECHANICAL
UNITS. CONTRACTOR TO PROVIDE PROPER
CLEARANCE OF ALL UNITS TO MAINTAIN MFR.
WARRANTY.
E. ANY EXISTING ELECTRICAL AND LOW VOLTAGE
PATHWAYS AND COMPONENTS THAT ARE
DISCONNECTED FOR THIS PROJECTS TO BE RE-
INSTALLED PER CURRENT CODE. COORDINATE ANY
REVISED PATHWAY LOCATION WITH ALL OTHER
TRADES.
F. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR
VERIFYING & COORDINATING ALL DIMENSION W/THE
ARCHITECT, SUPPLIERS & SUBCONTRACTORS PRIOR
TO THE COMMENCEMENT OF WORK AND PRIOR TO
BID.
G. ANY MISCELLANEOUS WOOD BLOCKING, NAILERS,
ETC. TO BE FIRE RETARDANT TREATED WOOD.
H. CONTRACTOR SHALL ENSURE THAT ALL ROOF TOP
EQUIPMENT PENETRATIONS AND SIDEWALLS ARE ALL
PROPERLY FLASHED, SEALED AND WEATHER TIGHT.
I. ALL PERMANENT PIPE SUPPORTS AND OTHER
PENETRATIONS TO BE PROPERLY FLASHED PRIOR TO
APPLICATION OF NEW COATING.
J. WHERE IT IS NECESSARY TO DISCONNECT A
MECHANICAL UNIT FOR THIS WORK, IT SHALL BE
DONE AFTER SCHOOL HOURS, AND BY AN APPROVED
CONTRACTOR.
K. CONTRACTOR TO FENCE OFF OR PROVIDE ADEQUATE
SAFETY MEASURES TO SEPARATE PROJECT RELATED
AREAS AND SCHOOL AREAS. SCHOOL MUST REMAIN
IN OPERATION DURING THE CONSTRUCTION
PROCESS.
L. PHOTOS USED ARE FOR REFERENCE ONLY AND
REPRESENT A PAST EXISTING CONDITION.
CONTRACTOR TO VERIFY ALL CURRENT CONDITIONS
PRIOR TO BID.
M. CONTRACTOR TO VERIFY WITH V.U.S.D. AND SPRINT
CELLULAR METHOD OF ROOFING UNDER ROOFTOP
EQUIPMENT. (TOWER P863XC524)
N. CONTRACTOR TO ADD NEW SADDLE FLASHING AT ALL
COPING TERMINATIONS AT VERTICAL SURFACES.
O. CONTRACTOR TO IDENTIFY AND REPAIR ALL DOUBLE
CLEATED COPING THAT ARE NOT NAILED PROPERLY.
DOMINIC M.
MONACCHIO
45064
RE
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R E D A RC
H
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__
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__
__
A
RI Z O N A U . S
. A
.
DRAWING TITLE:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DRAWING NO.
SCALE:
PROJECT NO.
DATA FILE:
2 24232221201918171615141312111098765431
RQ
PN
ML
KJ
HG
FE
DC
BA
1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242
AB
CD
EF
GH
JK
LM
NP
QR
Emc2 G A P PC1635 N. Greenfield Road, Suite 144
Mesa, Arizona 85205
P 480 830 3838
F 480 830 3860
www.emc2architects.com
ROUP RCHITECTS LANNERS,
1-15-2020
As indicated
3/1
2/2
02
0 2
:51:1
5 P
MC
:\U
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rs\c
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ocu
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\687
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Syca
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S R
oo
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_cw
art
h.r
vt
Designer
Author
Checker
02/24/20
687_VAIL SYCAMO..
14219687.00
A504
ROOF PLANS
SYCAMORE ELEMENTARY SCHOOL
16701 S. HOUGHTON ROAD, VAIL AZ 85641
VAIL UNIFIED SCHOOL DISTRICT
# REVISIONS / SUBMISSIONS DATE
1/16" = 1'-0"
1 ROOF PLAN BLDG #1002 & 10031/16" = 1'-0"
A11 ROOF PLAN BLDG #1007 & 1008
EXIST. EXHAUST
FAN COVER
ROOFING
ROOF DECK, TYP.
EXIST. UNIT CURB
8 I
N. M
IN.
RIGID INSULATION,
TYP.
PRE-FINISHED 24 GA.
GALV. METAL COPING
EXIST. WALL
CONTINUOUS
CLEAT ANCHORED
AT 24" O.C.
ANCHOR AT SLOTTED
HOLES AT 24" O.C.
SLOPE TO ROOF
EXIST/NEW TREATED WOOD
NAILER SECURED TO TOP
OF WALL AT 4'-0" O.C.
(VERIFY)
8"
MEMBRANE WALL
FLASHING. WRAP OVER
TOP OF PARAPET.
A A
A - A
2'-0" MAX.
2'-0" M
AX.
12 F
T. M
AX.
GALV. COPING W/ A FIELD
PAINT FINISH
BUTT SEAM WITH BACK-UP
PLATE @ EXPANSION JT.
MECHANICAL FASTENERS
ONE SIDE
SOLDER CORNER JOINTS
OVERLAP & SEAL COPING
SEAMS, TYP.
BUTT SEAM WITH BACK-UP PLATE
@ EXPANSION JT.
AS R
ECO
MM
ENDED
CONT. SEALANT.
FASTEN @ 12" O.C.
NEW 24 GA. GALV. FLASHING & REGLET
COUNTER- FLASHING
WALL MEMBRANE FASTENER
EXIST, WALL
WALL MEMBRANE FLASHING
CANT
NEW ROOFING SYSTEM
EXIST. DECKING
PARAPET WALL
COATING @
EXPOSED MASONRY
14 I
N. M
IN.
EXIST. MECH. UNIT
EXIST. PRE-FAB
METAL ROOF
CURB
RIGID INSULATION
CONT. SEALANT
CURB FLASHING
ROOFING
WALL
CAULK @
PERIMETER
METAL SCUPPER
(VERIFY EXIST.
OPENING).
FASTENER
ROOF DECKING
TAPER RIGID
INSULATION UP TO
OPENING
NEW ROOFING
ROOF DRAIN
BUILT-UP ROOF
OVER RIGID
INSUL. OVER
METAL DECK
DECK
CLAMP, TYP.
EXIST. R.D.
ASSEMBLY
EXISTING WOOD ROOF
DECK
EXISTING CONDUIT
NEW PRE MANUFACTERED
SUPPORT
NEW ROOF COATING
NEW NEOPRENE
COLLAR
(FRICTION FIT)
EXIST. VENT PIPE
NEW MTL CONE
FLASHING PER SPEC
NEW ROOFING
MATERIAL OVER
FLANGE
EXIST ROOF DECK
EXIST.
MECHANICAL
NEW ROOF COATING
EXIST. UNIT CURB
EXISTING WOOD
DECK
DOMINIC M.
MONACCHIO
45064
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NO
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__
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A
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. A
.
DRAWING TITLE:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DRAWING NO.
SCALE:
PROJECT NO.
DATA FILE:
2 24232221201918171615141312111098765431
RQ
PN
ML
KJ
HG
FE
DC
BA
1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242
AB
CD
EF
GH
JK
LM
NP
QR
Emc2 G A P PC1635 N. Greenfield Road, Suite 144
Mesa, Arizona 85205
P 480 830 3838
F 480 830 3860
www.emc2architects.com
ROUP RCHITECTS LANNERS,
4-27-18
As indicated
3/1
2/2
02
0 2
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5 P
MC
:\U
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ocu
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\687
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Syca
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S R
oo
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_cw
art
h.r
vt
Designer
Author
Checker
11-21-2019
687_VAIL SYCAMO..
14219687.00
A600
ROOF DETAILS
SYCAMORE ELEMENTARY
SCHOOL16701 S. HOUGHTON ROAD, VAIL AZ 85641
VAIL UNIFIED SCHOOL DISTRICT
ROOF REPAIR
1 1/2" = 1'-0"
A1 RT EXHAUST FAN CURB DET.3" = 1'-0"
A5 COPING @ LOW PARAPET3/4" = 1'-0"
A9 COPING EXPANSION JOINT3" = 1'-0"
A13 COPING @ HIGH PARAPET1 1/2" = 1'-0"
A17 RT EQUIP. CURB DET.
1 1/2" = 1'-0"
F1 OVERFLOW SCUPPER & R.D.
# REVISIONS / SUBMISSIONS DATE
3" = 1'-0"
F9 TYP. CONDUIT SUPPORT3" = 1'-0"
F17 TYP. VENT PIPE FLASHING1 1/2" = 1'-0"
F13 EXHAUST FAN CURB FLASHING DET.