q roof repair-100220109-9999-002 brg · sd01 reference site plan architectural a100 reference floor...

BUILDING SECTION MARKER

WALL SECTION MARKER

SECTION IDENTIFICATION LETTER

SHEET NUMBER ON WHICH SECTION IS DRAWN

ADDITIONAL INFORMATION (WHERE APPLICABLE)

SECTION IDENTIFICATION LETTER

DETAIL MARKERSECTION IDENTIFICATION LETTER

ELEVATION MARKERELEVATION IDENTIFICATION LETTER

SHEET NUMBER ON WHICH ELEVATION IS DRAWN

A200SIM

DOOR MARKERDOOR NUMBER

WINDOW MARKERWINDOW NUMBER

REVISION MARKER

REVISION NUMBER

GATE MARKERGATE NUMBER

FINISH MARKERA FINISH

A1A201

ASPHALTIC CONCRETE PAVING

BASE COURSE

CONCRETE

CONCRETE MASONRY UNIT

BATT OR ACOUSTICAL INSULATION

RIGID INSULATION

FINISH WOOD

GYPSUM, PLASTER, OR STUCCO

PLYWOOD

RESILIENT FLOORING

CASA GRANDE

GILA BEND

BLYTHE

WICKENBURG

NEEDLES

HOOVER DAM GRAND CANYON

FLAGSTAFF

PHOENIX

MESA GLOBE

FLORENCE

TUCSON

TUBA CITY

CHINLE

GANADO

HOLBROOK

SHOW LOW

PINEDALE

LINDEN

VERDE VALLEY

CLAY SPRINGS

NOGALES

BENSON

TOMBSTONE

SAFFORD

E. SAHUARITA RD.

S. HAUG

MENE W

W. CAMINO DEL TORO

MULTI-PURPOSE

BUILDINGS 1002 & 1003

MEDIA CENTER

BUILDINGS 1007 & 1008

BUILDING 1001

CLASSROOM

BUILDING 1006

CLASSROOM

BUILDING 1005

CLASSROOM

BUILDING 1004

DOMINIC M.

MONACCHIO

R E D A RC

RI Z O N A U . S

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

R E D A RC

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

RI Z O N A U . S

DRAWING TITLE:

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

1-15-2020

687_VAIL SYCAMO..

14219687.00

GENERAL INFORMATION & SHEETINDEX

SYCAMORE ELEMENTARY SCHOOL

16701 S. HOUGHTON ROAD, VAIL AZ 85641

VAIL UNIFIED SCHOOL DISTRICT

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

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

SFB PROJECT #: 100220109-9999-002-BRG

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

DESCRIPTION

CLASSROOM

MULTI PURPOSE

CLASSROOM

MEDIA CENTER

YEAR SQFT

# REVISIONS / SUBMISSIONS DATE

MULTI-PURPOSE

SFB 1002 & 1003MEDIA CENTER

SFB 1007 & 1008

SFB 1001

CLASSROOM

SFB 1006

CLASSROOM

SFB 1005

CLASSROOM

SFB 1004

BLDG 300

BLDG 400

BLDG 500

NOT IN

PROJECT

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.

MONACCHIO

R E D A RC

RI Z O N A U . S

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

R E D A RC

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

RI Z O N A U . S

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

1-15-2020

As indicated

1-15-2020

687_VAIL SYCAMO..

14219687.00

REFERENCE SITE PLAN

ROOF REPAIR

1" = 40'-0"

A1 REFERENCE SITE PLAN

12" = 1'-0"

N1 PHOTOVIEW 112" = 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

SFB 1001

CLASSROOM

SFB 1006

CLASSROOM

SFB 1005

CLASSROOM

SFB 1004

BLDG 400

BLDG 300

BLDG 500 SFB 1009

NOT IN PROJECT

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.

MONACCHIO

R E D A RC

RI Z O N A U . S

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

R E D A RC

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

RI Z O N A U . S

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

1-15-2020

As indicated

1-15-2020

687_VAIL SYCAMO..

14219687.00

REFERENCE FLOOR PLAN

ROOF REPAIR

1/32" = 1'-0"

A1 REFERENCE FLOOR PLAN

MULTI-PURPOSESFB 1002 & 1003

MEDIA CENTERSFB 1007 & 1008

ADMINSFB 1001

CLASSROOMSFB 1006

CLASSROOMSFB 1005

CLASSROOMSFB 1004

SFB 1009(NOT IN PROJECT)

1BLDG 400

BLDG 500

BLDG 300

NOT IN PROJECT

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

R E D A RC

RI Z O N A U . S

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

R E D A RC

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

RI Z O N A U . S

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

1-15-2020

As indicated

1-15-2020

687_VAIL SYCAMO..

14219687.00

ROOF PLAN

ROOF REPAIR

1/32" = 1'-0"

A1 ROOF PLAN

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.

MONACCHIO

R E D A RC

RI Z O N A U . S

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

R E D A RC

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

RI Z O N A U . S

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

1-15-2020

As indicated

Designer

Author

Checker

1-15-2020

687_VAIL SYCAMO..

14219687.00

DEMOLITION ROOF PLANS

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

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

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.

ROOF LEGEND

DOMINIC M.

MONACCHIO

R E D A RC

RI Z O N A U . S

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

R E D A RC

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

RI Z O N A U . S

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

1-15-2020

As indicated

Designer

Author

Checker

02/24/20

687_VAIL SYCAMO..

14219687.00

DEMOLITION ROOF PLANS

1/16" = 1'-0"

A11 ROOF PLAN DEMO BLDG #1007 & 1008

1/16" = 1'-0"

A1 ROOF PLAN DEMO BLDG #1002 & 1003

ROOF LEGEND

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

G. ANY MISCELLANEOUS WOOD BLOCKING, NAILERS,

ETC. TO BE FIRE RETARDANT TREATED WOOD.

H. CONTRACTOR SHALL ENSURE THAT ALL ROOF TOP

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

R E D A RC

RI Z O N A U . S

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

R E D A RC

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

RI Z O N A U . S

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

1-15-2020

As indicated

Designer

Author

Checker

1-15-2020

687_VAIL SYCAMO..

14219687.00

ROOF PLANS

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

ROOF LEGEND

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

G. ANY MISCELLANEOUS WOOD BLOCKING, NAILERS,

ETC. TO BE FIRE RETARDANT TREATED WOOD.

H. CONTRACTOR SHALL ENSURE THAT ALL ROOF TOP

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

R E D A RC

RI Z O N A U . S

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

R E D A RC

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

RI Z O N A U . S

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

1-15-2020

As indicated

Designer

Author

Checker

02/24/20

687_VAIL SYCAMO..

14219687.00

ROOF PLANS

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

RIGID INSULATION,

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)

MEMBRANE WALL

FLASHING. WRAP OVER

TOP OF PARAPET.

2'-0" MAX.

2'-0" M

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.

CONT. SEALANT.

FASTEN @ 12" O.C.

NEW 24 GA. GALV. FLASHING & REGLET

COUNTER- FLASHING

WALL MEMBRANE FASTENER

EXIST, WALL

WALL MEMBRANE FLASHING

NEW ROOFING SYSTEM

EXIST. DECKING

PARAPET WALL

COATING @

EXPOSED MASONRY

EXIST. MECH. UNIT

EXIST. PRE-FAB

METAL ROOF

RIGID INSULATION

CONT. SEALANT

CURB FLASHING

ROOFING

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

CLAMP, TYP.

EXIST. R.D.

ASSEMBLY

EXISTING WOOD ROOF

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

DOMINIC M.

MONACCHIO

R E D A RC

RI Z O N A U . S

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

R E D A RC

TI F I C A T E

t eS i g n e d _ _ _ _ _ _

RI Z O N A U . S

DRAWING TITLE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

4-27-18

As indicated

Designer

Author

Checker

11-21-2019

687_VAIL SYCAMO..

14219687.00

ROOF DETAILS

SYCAMORE ELEMENTARY

SCHOOL16701 S. HOUGHTON ROAD, VAIL AZ 85641

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.

3" = 1'-0"

F9 TYP. CONDUIT SUPPORT3" = 1'-0"

F17 TYP. VENT PIPE FLASHING1 1/2" = 1'-0"

F13 EXHAUST FAN CURB FLASHING DET.

q roof repair-100220109-9999-002 brg · sd01 reference site plan architectural a100 reference floor...

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