Amphitheater Public Schools Richard B. Wilson K-8 School Roof Restoration PROJECT NO: DATE: THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS / PLANNERS, OR DESIGNATED CONSULTANTS. DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R REVISION SCHEDULE: MARCH 2018 17.14.24 # DATE DESCRIPTION ISSUED TO DRAWN BY: CHECKED BY: KLINDT D. BRECKENRIDGE 1 A R I Z O N A D a t e S i g n ed . A . . S U . . . .. . . . . . . . . . . . . . R F I T E I C E C T A C T I C R A R E T S I G E R E T E D H N O . 7605 REGISTRATION EXPIRATION DATE: 3/31/2020 03 / 30 / 18 Cover Sheet RICHARD B. WILSON K-8 SCHOOL ROOF RESTORATION Amphitheater Public Schools 100% Construction Documents March 2018 Job No. 17.14.24
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Amph
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R
REVISION SCHEDULE:
MARCH 2018
17.14.24
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
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Cover Sheet
RICHARD B. WILSON K-8 SCHOOLROOF RESTORATIONAmphitheater Public Schools
100% Construction DocumentsMarch 2018
Job No. 17.14.24
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G1.0
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R
JAMES BURNSEXECUTIVE MANAGER OF OPERATIONAL SUPPORTAMPHITHEATER PUBLIC SCHOOLS520.696.5148
Owner Contact
RICHARD B. WILSON K-8 SCHOOL2330 W. GLOVER ROADORO VALLEY, AZ 85742
Project Address TITLESHEET
N.T.S.
Campus Map
N.T.S.
Location Map
C.BD. CEMENT BOARD
INSIDE DIAMETERI.D.
CULTURED MARBLECM.
THISPROJECT
C
SITE
1. PROJECT HAS BEEN DESIGNED TO COMPLY WITH 2012 INTERNATIONAL BUILDING CODE
(IBC) AND 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.
INDEXSYMBOLS LEGEND
APPLICABLE CODES
A1.1 ROOF PLAN - NORTH CLASSROOM WING
OWNER FURNISHEDOWNER INSTALLED
O.F.O.I.
REINFORCED CONCRETE
A1.2 ROOF PLAN - SOUTH CLASSROOM WING
A1.3 ROOF PLAN - ADMIN/LIBRARY
A2.1 ROOF DETAILS
A1.0 DEMOLITION ROOF PLAN
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GLOVER ROAD
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R
REVISION SCHEDULE:
MARCH 2018
17.14.24
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
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0 60'30'1" = 30'-0"
Demolition Roof Plan
Construction Keynotes
1
REMOVE PARAPET CAP2
CUT OFF ALL CURB FLASHING3
NOT USED4
REMOVE UNISTRUT FOR ELECTRICAL DISCONNECT5
REMOVE HOSE BIBBS & CAP BELOW ROOF6
ENLARGE HOLE OPENING IN DOWNSPOUT BOX FOR OVERFLOW 2" ABOVE
SCUPPER ELEVATION
7
REMOVE CURB CAP & RAISE EQUIPMENT CURB8
SAW-CUT 4" X 4" OPENING FOR THROUGH WALL SCUPPER OVERFLOW9
REMOVE CANT STRIP10
11
12
REMOVE CONCRETE ROOF TILE AND SALVAGE FOR RE-INSTALLATION;
REMOVE UNDERLAYMENT TO DECK.
NOT USED
REMOVE SCUPPER SCREENS AND SALVAGE FOR REINSTALLATION
13 REMOVE SPLASH BLOCK & SALVAGE FOR REINSTALLATION
1. ROOFING TO BE INSTALLED ON RECOVERY BOARD ON (E) ROOFING SYSTEM.
2. ALL ROOF EDGE FLASHING, COPINGS, BASE FLASHING, COUNTER FLASHING, PARAPETSCUPPERS, AND CONDUCTOR HEADS TO BE REMOVED AND REPLACED.
3. REMOVE EXISTING SEALANT AT ALL WALL CONTROL JOINTS AND PROVIDE NEWBACKER ROD AND SEALANT, CONTRACTOR TO FIELD VERIFY ALL LOCATIONS.
4. REMOVE ALL WOOD SLEEPERS AND REPLACE WITH RUBBER ROOF PIPE SUPPORTSBLOCKS.
5. REMOVE ALL PITCH PANS AND INSTALL LIQUID FLASHING AT ALL PIPE PENETRATIONS.
6. BUILDING & SITE WILL BE OCCUPIED DURING DEMOLITION & RE-ROOFING PHASES.
7. THE DEMOLITION PLAN & (E) CONDITIONS SHOWN ARE APPROXIMATE. CONTRACTORSHALL FIELD VERIFY ALL (E) CONDITIONS.
8. CONDITIONS SHOWN ARE FOR GUIDANCE & GENERAL INFORMATION ONLY.CONTRACTOR SHALL VISIT THE SITE & EVALUATE ALL (E) CONDITIONS IN THE FIELD ANDPROVIDE FOR ALL COSTS RELATED TO ACCOMPLISHING THE WORK. NOTES SHOWNIN THE CONTRACT DOCUMENTS SHALL BE INCORPORATED INTO THE PROJECT AT ALLAPPROPRIATE LOCATIONS, WHETHER OR NOT SPECIFICALLY REFERENCED.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION & REMOVAL OF ALLCOMPONENTS, MATERIALS & EQUIPMENT AS REQUIRED TO BUILD, ERECT, INSTALL, ORACCOMMODATE THE NEW CONSTRUCTION.
10. IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS ON THE SITE MATERIALREASONABLY BELIEVED TO BE LEAD BASED PAINT, OR ANY OTHER HAZARDOUSMATERIAL, THE CONTRACTOR SHALL IMMEDIATELY REPORT THE CONDITION TO THEARCHITECT.
11. PROTECT EXISTING STRUCTURES AND UTILITIES THAT ARE NOT TO BE REMOVED FROMINJURY OR DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATION. REPLACEDAMAGED IMPROVEMENTS AND UTILITIES IN KIND.
12. ALL TRASH & UNUSED MATERIALS SHALL BE PROPERLY DISPOSED OF TO AN OFF SITELOCATION BY THE GENERAL CONTRACTOR.
13. ALL SURFACES THAT AN (E) ITEM IS REMOVED FROM SHALL BE PATCHED AND REPAIREDTO MATCH ORIGINAL CONDITION OF THE SURFACE. IF THE SURFACE WILL BE ALTEREDOR CHANGED BY THE CONSTRUCTION, PATCH AND REPAIR SHALL MEETCONSTRUCTION REQUIREMENTS. ALL PATCHING AND REPAIR SHALL BE WITHMATERIALS TO MATCH (E) U.N.O.
14. CONTRACTOR SHALL LEAVE AREAS AFFECTED BY DEMOLITION AND SURROUNDINGAREAS CLEAN AT THE END OF THE WORK DAY. SURROUNDING AREAS NOT INCLUDEDIN THE SCOPE OR LIMITS OF WORK SHALL BE PROTECTED FROM DUST AND DEBRIS.
Construction General Notes
14 REMOVE ROOF DRAIN AS REQUIRED FOR NEW WORK & SALVAGE FOR
RE-INSTALLATION
REMOVE CRICKETS
Roof PlanComprehensive
15
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R
REVISION SCHEDULE:
MARCH 2018
17.14.24
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
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Construction Keynotes
01/16'' =1'-0" 16' 48'
Roof Plan - North Classroom Wing
1 ROOFING OVER COVER BOARD OVER EXISTING ROOFING SYSTEM
Construction General Notes1. ALL ROOF EDGE FLASHING, COPINGS, BASE FLASHING, COUNTER FLASHING, PARAPET
SCUPPERS, AND CONDUCTOR HEADS TO BE REMOVED AND REPLACED.
2. REMOVE EXISTING SEALANT AT ALL WALL CONTROL JOINTS AND PROVIDE NEW
BACKER ROD AND SEALANT CONTRACTOR TO FIELD VERIFY ALL LOCATIONS.
Roof PlanNorth ClassroomWing
2
3 4" CANT STRIP
4 PARAPET COPING CAP
5 ADHERE METAL SPLASH BLOCK TO ROOFING SURFACE
6 REINSTALL CONCRETE ROOF TILE OVER NEW UNDERLAYMENT
7 ROOF EDGE GUTTER
8 RAISE EQUIPMENT CURB AND REPLACE CURB CAP
9 INSTALL SCREEN AT THROUGH WALL SCUPPER
CRICKETS
Key Plan
NORTH WING
INSTALL PRE-MOLDED CURB FOR SWITCHGEAR SUPPORT10
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R
REVISION SCHEDULE:
MARCH 2018
17.14.24
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
1
A R I Z O N A
D at e S i gn e d .A.. SU.
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01/16'' =1'-0" 16' 48'
Roof Plan - South Classroom Wing
Roof PlanSouth ClassroomWing
Construction Keynotes
1 ROOFING OVER COVER BOARD OVER EXISTING ROOFING SYSTEM
Construction General Notes1. ALL ROOF EDGE FLASHING, COPINGS, BASE FLASHING, COUNTER FLASHING, PARAPET
SCUPPERS, AND CONDUCTOR HEADS TO BE REMOVED AND REPLACED.
2. REMOVE EXISTING SEALANT AT ALL WALL CONTROL JOINTS AND PROVIDE NEW
BACKER ROD AND SEALANT CONTRACTOR TO FIELD VERIFY ALL LOCATIONS.
2 CRICKETS
3 4" CANT STRIP
4 PARAPET COPING CAP
5 ADHERE METAL SPLASH BLOCK TO ROOFING SURFACE
6 REINSTALL CONCRETE ROOF TILE OVER NEW UNDERLAYMENT
7 ROOF EDGE GUTTER
8 RAISE EQUIPMENT CURB AND REPLACE CURB CAP
9 INSTALL SCREEN AT THROUGH WALL SCUPPER
Key Plan
SOUTH WING
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R
REVISION SCHEDULE:
MARCH 2018
17.14.24
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
1
A R I Z O N A
D at e S i gn e d .A.. SU.
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01/16'' =1'-0" 16' 48'
Roof Plan - Admin/Library
Roof PlanAdmin/Library
Construction Keynotes
1 ROOFING OVER COVER BOARD OVER EXISTING ROOFING SYSTEM
Construction General Notes1. ALL ROOF EDGE FLASHING, COPINGS, BASE FLASHING, COUNTER FLASHING, PARAPET
SCUPPERS, AND CONDUCTOR HEADS TO BE REMOVED AND REPLACED.
2. REMOVE EXISTING SEALANT AT ALL WALL CONTROL JOINTS AND PROVIDE NEW
BACKER ROD AND SEALANT CONTRACTOR TO FIELD VERIFY ALL LOCATIONS.
2 CRICKETS
3 4" CANT STRIP
4 PARAPET COPING CAP
5 ADHERE METAL SPLASH BLOCK TO ROOFING SURFACE
6 REINSTALL CONCRETE ROOF TILE OVER NEW UNDERLAYMENT
7 ROOF EDGE GUTTER
8 RAISE EQUIPMENT CURB AND REPLACE CURB CAP (NOT USED IN THIS SHEET)
9 INSTALL SCREEN AT THROUGH WALL SCUPPER
Key Plan
ADMIN / LIBRARY
10 STRIP AND RE-CAULK PERIMETER OF GLASS BLOCK WINDOW FRAME, AND GRIND
OUT JOINT AROUND EA. BLOCK AND FILL WITH MODIFIED GROUT, BOTH SIDES;
TYP. 8 LOCATIONS
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A1.3
BASE PLY
3 COURSEAPPLICATIONOF MASTIC
16 GA. ANCHOR CHAIR
COPING COVER X 10'-0"
6" CONCEALED SPLICE PL.
@ EA. JOINT
EXTEND PLIES OVERBLOCKING FASTEN 8" O.C.
(4) FASTENERS PERANCHOR CHAIR
THERMOPLASTICMEMBRANE FLASHING PLY,9" MIN. ON FIELD
4" CANT STRIP
1/2" RECOVERY BD
OVER (E) ROOFING
(E) MASONRY WALL
16 GA. ANCHOR CHAIR
40 MIL. SELF ADHERINGUNDERLAYMENT
COPING COVER X 10'-0"
6" CONCEALED SPLICE PL.
@ EA. JOINT
(4) FASTENERS PERANCHOR CHAIR
THERMOPLASTICMEMBRANE FLASHING PLY,9" MIN. ON FIELD
4" CANT STRIP
1/2" RECOVERY BD
OVER (E) ROOFING
(E) MASONRY WALL
POLYURETHANE SEALANT
COUNTERFLASHINGFASTENED 8" O.C.THROUGH BUTYL TAPE
POLYURETHANE SEALANT
TERMINATION BARFASTENED 8" O.C.THROUGH BUTYL TAPE
BASE PLY
3 COURSEAPPLICATIONOF MASTIC
CONTINUOUS SEALINGMATERIAL ON PERIMETER
REPLACE SHEET METALCURB CAP WHEREREQUIRED
(E) WOOD NAILER
COUNTERFLASHING
THERMOPLASTICMEMBRANE
BASE FLASHING PLY 6"MIN. ON FIELD
3 COURSE APPLICATIONOF MASTIC
MODIFIED MEMBRANE
1/2" RECOVERY BOARD
OVER (E) ROOFING
1"
(E) MOUNTINGCURB
BOLTS WITH NEOPRENEWASHERS
NEOPRENE PAD
FLASHING FASTENED 8" O.C.
MTL. CAP SECURED 24" O.C.
W/ FASTENERS & NEOPRENE
WASHERS
THERMOPLASTIC MEMBRANE
BASE FLASHING PLY 6" MIN.ON FIELD
BASE PLY
3 COURSE APPLICATION OFMASTIC
MODIFIED MEMBRANE
1/2" RECOVERY BOARD
OVER (E) ROOFING
8" M
IN
.
(E) METAL EXHAUSTFAN COVER
FLASHING FASTENED
THERMOPLASTICMEMBRANE
BASE FLASHING PLY6" MIN. ON FIELD
CANT STRIP
3 COURSEAPPLICATION OFMASTIC
MODIFIED MEMBRANE
BASE PLY
1/2" RECOVERY BD.
OVER (E) ROOFING
8" M
IN
.
(E) CAP FLASHING
CONTINUOUS BUTYL TAPE
FASTENER WITHNEOPRENE WASHER
TERMINATION BARFASTENED 8" O.C.
THERMOPLASTICMEMBRANE FLASHING PLY,9" MIN.
BASE FLASHING PLY 6"MIN.
CANT STRIP
3 COURSE MASTIC
MODIFIED MEMBRANE
BASE PLY ON 1/2"
RECOVERY BD.OVER (E) ROOFING
(E) ROOF HATCH
8" M
IN
.
COUNTERFLASHING FASTENED8" O.C.
SET METAL FLANGE IN ROOFCEMENT AND PRIME PRIOR TOSTRIPPING
THERMOPLASTIC MEMBRANE,3" MIN ON FIELD, HEAT WELD
BASE FLASHING PLY 6" MIN.ON FIELD
THERMOPLASTIC FB MEMBRANE
BASE PLY
1/2" RECOVERY BOARD ON
(E) ROOFING
POLYURETHANESEALANT
RE-INSTALL (E)SHEET METALCONDUCTORHEAD
MASK TARGET AREA ON ROOFMEMBRANE WITH TAPE
CLEAN ALL NON-POUROUSAREAS WITH ISOPROPYLALCOHOL
APPLY 32 WET MIL BASE COATOF FLASH OVER MASKED AREA
EMBED GRIP POLYESTER FIRMINTO BASE COAT
APPLY MINERALS IMMEDIATELYOR ALLOW FLASH TO CURE15-30 DAYS, THEN INSTALLREFLECTIVE COATING
2"
COUNTERFLASHING FASTENED8" O.C.
SET METAL FLANGE IN ROOFCEMENT AND PRIME PRIOR TOSTRIPPING
THERMOPLASTIC MEMBRANE,3" MIN ON FIELD, HEAT WELD
BASE FLASHING PLY 6" MIN.ON FIELD
THERMOPLASTIC FB MEMBRANE
BASE PLY
1/2" RECOVERY BOARD ON
(E) ROOFING
ENLARGE OVERFLOWOPENING IN (E) BOX,2" ABOVE BOTTOMOF SCUPPER
COUNTERFLASHING FASTENED8" O.C.
SET METAL FLANGE IN ROOFCEMENT AND PRIME PRIOR TOSTRIPPING
THERMOPLASTIC MEMBRANE,3" MIN ON FIELD, HEAT WELD
BASE FLASHING PLY 6" MIN.ON FIELD
THERMOPLASTIC FB MEMBRANE
BASE PLY
1/2" RECOVERY BOARD ON
(E) ROOFING
CAT STRIP
2"
CONCRETE ROOF TILE
MODIFIED MEMBRANEFLASHING
ROOFING MEMBRANE
BIRD STOP
GUTTER FASTENED 6"O.C.
BASE FLASHING PLY
METAL EDGE SET IN ROOFCEMENT, NAILED 3"O.C.STAGGERED PRIME METALFLANGE PRIOR TO STRIPPING
CONTINUOUS CLEATFASTENED 6"O.C.
GUTTER STRAP
GUTTER BRACKET
METAL DRIP FLASHING
EXISTING MASONRY WALL
STRIP AND RE-CAULKWINDOW FRAME, BOTH SIDES
(E) GLASS CLOCK
GRIND OUT JOINT AROUNDEA. BLOCK AND FILL WITHMODIFIED GROUT, BOTH SIDES
(E) H.M. FRAME
(E) MASONRY WALL
COUNTERFLASHING FASTENED8" O.C.
BATTEN EXTENDER
SHEET METAL PAN ORCHANNEL FLASHING;AT EAVE - EXTEND 1"-2" PASTEAVE, CUT AND TUCK UNDERTHE PAN
1"X2" MIN. WOOD BATTENWHERE REQ'D.
UNDERLAYMENT - EXTEND AMIN. OF 4" UP VERTICAL WD.BLOCKING OR WALL.
4"
MIN
.
APPROX.
6"
4"
MIN
.
4"
MIN
.
3/4
"
MIN
.
3
/
4
"
M
I
N
.
3
/
4
"
M
I
N
.
OPTIONAL PAN FLASHING
MINIMUM PAN FLASHING
SHEET METAL PAN FLASHING SHALL EXTEND A MIN.OF 4" UP VERTICAL WALL APPROXIMATELY 6" OUT
OVER THE DECK AND HAVE A MIN. 3/4" RETURN
UPWARD.
SOLID VERTICALWOOD BLOCKING
ROOF TILE
BIRD STOP
COVER METAL
NAILER TO ADJUST TO PROPERHEIGHT
VERTICAL BATTEN
UNDERLAYMENT
METAL DRIP EDGE
FASCIA BOARD
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R