AMPHITHEATER HIGH SCHOOL

(1)

Amphitheater Public Schools

Amphitheater High School

_{Roof Replacement}

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:

APRIL 2018

17.14.06

# DATE DESCRIPTION ISSUED TO

DRAWN BY: CHECKED BY: KLINDT D. BRECKENRIDGE 1 A_R I Z O _{N A} D a te S_{i g} n ed _. A . . S U . . ... . ... .... . .... R F I T E I C E C TA C T I C R A R E T S I G E R E T ED H NO . 76 0 5

REGISTRATION EXPIRATION DATE: 3/31/2020 04 / 10

/18

Cover Sheet

AMPHITHEATER HIGH SCHOOL

ROOF REPLACEMENT

Amphitheater Public Schools

100% Construction Documents

April 2018

(2)

Amphitheater Public Schools

Amphitheater High School

_{Roof Replacement}

PROJECT NO:

DATE:

APRIL 2018

17.14.06

REGISTRATION EXPIRATION DATE: 3/31/2020 04 / 10 /18

General

Information

EXTERIOR EXT. WITH WATER CLOSET VENT THRU ROOF VERTICAL

WEIGHT

WROUGHT IRON

WAINSCOT WALL CLEAN OUT

WINDOW WATER RESISTANT WATER PROOF WOOD

GYPSUM WALL BOARD WATER RESISTANT

-WELDED WIRE MESH VINYL COMPOSITION TILE NOMINAL NOT IN CONTRACT MULLION METAL MOUNTED MASONRY OPENING METAL LATH MISCELLANEOUS MINIMUM MANHOLE MANUFACTURER OVER OR ON PAVEMENT OPPOSITE OPENING OWNER FURNISHED OUTSIDE FACE OUTSIDE DIAMETER ON CENTER NOT TO SCALE NUMBER CONTRACTOR INSTALLED MEMBRANE NO. P OPNG. O.F.C.I. OPP. O/ O.D. O.C. O.F. N.T.S. MTD. N.I.C. NOM. MULL. MTL. MIN. M.L. MISC. MO M.H. MFG. MEMB. HOLLOW METAL H.M. INTERIOR INSULATION INFORMATION INSIDE FACE

INTEGRAL COLOR CONCRETE HOT WATER RETURN HOT WATER HEIGHT HORSEPOWER HORIZONTAL MECHANICAL MAXIMUM MATERIAL MASONRY LAVATORY JANITOR'S CLOSET MACHINE BOLT JOINT JOIST JUNCTION BOX

MASONRY CONTROL JOINT MECH. MAX. MAT. MCJ M.B. MAS. JT. LAV J.C. JST. J.B. I.F. INS. INT. INFO. ICC. HT. HWR H.P. H.W. HORIZ. FLOOR SINK FLUORESCENT FLOOR FLASHING FINISH FIRE EXTINGUISHER FOUNDATION FLOOR CLEAN OUT FLOOR DRAIN EXISTING GALVANIZED HARDWARE HOLLOW CORE HOSE BIB GLUE LAMB BEAM FURRING FOOTING

GAUGE GLASS FIBER

GYPSUM WALL BOARD FINISH FLOOR ELEVATION FIRE EXTINGUISHER CABINET

FT. FEET H.C. H.B. HDW. GLB GWB GALV. GFRC FTG. FURR. GA. FEC FLUOR. F.S. FLR. FIN. F.F.E. FLSH. (E) F.D. F.E. FDN. FCO WD. WDW. W.P. W.R. WCO WRGWB WSCT. W.W.M. WT. W.I. W/ W.C. VTR VERT. VCT PLASTER PLATE PIECE PLATE GLASS PERPENDICULAR PULL CHAIN PLASTIC LAMINATE PANEL PAIR PLYWOOD PARTITION PROJECT PHASE PAINTED PURLIN QUARRY TILE PUBLIC RADIUS RISER RECEPTACLE ROOF DRAIN RETURN AIR ROOM ROOFING REVISION REQUIRED REENFORCEMENT REGISTER RECESSED SECTION SHEET SQUARE FOOT SOLID CORE SCHEDULE SQUARE SIMILAR SERVICE SINK SPECIFICATIONS SHEET METAL SPEAKER ROUGH OPENING STEEL STRUCTURAL STANDARD STAINLESS STEEL STORAGE TREAD THICK THRESHOLD TOP OF BEAM TELEPHONE TUBE STEEL TELEVISION TOP OF WALL TOP OF MASONRY TOP OF FOOTING TYPICAL VENTILATE TOP OF CURB POLYVINYL CHLORIDE PRESSURE TREATED

VITRIFIED CLAY PIPE UNLESS NOTED OTHERWISE TELEPHONE TERMINAL BOARD SHORT LEG VERTICAL

TONGUE AND GROOVE SUSPENDED CEILING SOLID CORE WOOD DOOR

S.S. CPT. CARPET DRAWING DOOR DIMENSION DRINKING FOUNTAIN DETAIL COLD WATER CERAMIC TILE COUNTERSINK DOWN SPOUT DITTO DOWN EXPANSION EXISTING EXHAUST EACH WAY EQUIPMENT EQUAL ENTRANCE ELEVATION ELECTRICAL EXPANSION JOINT EACH FACE EACH

ELECTRIC WATER COOLER EXIST'G. EXP. E.W. EXH. EWC EQUIP. EQ. E.J. ELEV. ELEC. ENT. E.F. EA. DWG. DR. DO DN. D.S. DIM. D.F. DET. C.T. CSK. C.W. V OR VENT TYP. VCP U.N.O. T.S. TV T.T.B. T.O.W. T.O.F. T.O.M. T.O.C. T THR. T.O.B. TH. TEL. T&G STRUCT. SUSP. CLG. STL. STD. S.STL. STOR. CERAMIC CEMENT PLASTER CEMENT CATCH BASIN CABINET BUILT UP BETWEEN BASEMENT COLUMN CONTINUOUS CONSTRUCTION CONCRETE COMBINATION CEILING CENTER LINE CONTROL JOINT CIRCUIT CAST IRON CLEAN OUT CHANNELS

CONCRETE MASONRY UNIT CUBIC FEET PER MINUTE CONTRACTOR INSTALL CONTRACTOR FURNISH BEARING COL. CONST. CONT. CONC. COMB. C.O. CMU C.L. CLG. CIR. C.I. C.J. C.B. CEM. PLAS. CFM C.F.C.I. CER. CEM. CAB B.U. BTWN. BSMT. BRG. SPECS. SLV SPKR. S.M. SQ. SIM. SQ. FT. SCHED. SECT. SHT. SCWD. S.C. R.O. REC. REQ'D. RM. REINF. REV. RFG. REG. R.D. RCPT. R RAD. R.A. ALTERNATE ALLOWANCE ADJACENT AIR CONDITIONING ANCHOR BOLT ALUMINUM BOTTOM BLOCKING BUILDING BUILDING LINE BOARD AUTOMATIC ACOUSTICAL TILE ACCESS PANEL AMPERE BEAM

ABBREVIATIONS

ABOVE FINISH FLOOR AGGREGATE BASE COURSE

ALT BM. BOT. BLKG. BLDG. BD B.L. @ ALUM AUTO A.T. A.P. AMP AT ALLOW ADJ AFF A.C. A.B. A.B.C. PLAS. LAM. PUB. / O Q.T. PTD. PUR. PVC PLYWD. PTN. PR. PT PROJ. PNL. PL PL.GL. PLAS PE P.C. PERP.

ROUGH FRAMING

WELDED WIRE MESH

GYPSUM WALL BOARD

CEMENT PLASTER

RIGID INSULATION

ASPHALT

CEILING TILE

BATT INSULATION

STRUCTURAL STEEL

METAL STUDS (SECTION)

PLYWOOD

FINISH LUMBER

BLOCKING

X

CONCRETE MASONRY UNITS

WOOD STUDS

BRICK

CONCRETE

BASE COURSE

EARTH

NEW WALL (REFER TO KEYNOTE)

EXISTING WALL REMOVED

EXISTING WALL TO REMAIN

MATERIALS

STRUCTURAL STUDS

FULL HEIGHT INSULATION

ACID ETCHED CONCRETE A E C NUMBER SHEET

PROJECT TEAM

CONSTRUCTION NOTE

ROOM NUMBER

REVISION NUMBER

ELEVATION (plan)

ELEVATION (section)

OPENING SYMBOL

DEMOLITION NOTE

FIXTURE NOTE

DETAIL

WALL SECTION

BUILDING SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

Scale

Detail or Section Name

Scale

Detail or Section Name

which section or

number or letter

section or detail

number of sheet on

referenced

condition is

sheet on which

_{detail is drawn}

identification

North

Plan

AMPHITHEATER HIGH SCHOOL 125 W. YAVAPAI WAY

TUCSON, AZ 85705

Project Address

TITLE

SHEET N.T.S.

Campus Map

N.T.S.

Location Map

C.BD. CEMENT BOARD INSIDE DIAMETER I.D. CULTURED MARBLE CM. THIS PROJECT C SITE

1. PROJECT HAS BEEN DESIGNED TO COMPLY WITH 2012 INTERNATIONAL BUILDING CODE

(IBC) AND 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

INDEX

SYMBOLS LEGEND

APPLICABLE CODES

OWNER FURNISHED OWNER INSTALLED O.F.O.I. REINFORCED CONCRETE

A1.4 ROOF PLAN 800 BUILDING

A1.2 ROOF PLAN FINE ARTS ADDITION

A1.1 ROOF PLAN DANCE/WRESTLING

G1.0 COVER SHEET

G2.0 GENERAL INFORMATION

ARCHITECTURAL

A1.3 ROOF PLAN PANTHER HALL

Architect

BRECKENRIDGE GROUP, INC. 1735 E. FORT LOWELL ROAD #12

TUCSON, AZ 85719 SHANE CHISM, AIA, LEED AP PROJECT MANAGER 520.882.9944

Contractor

TBD

AMPHITHEATER PUBLIC SCHOOLS 701 W. WETMORE ROAD TUCSON, AZ 85705

Owner

Owner Contact

JAMES BURNS

EXECUTIVE MANAGER OF OPERATIONAL SUPPORT AMPHITHEATER PUBLIC SCHOOLS

520.696.5148 N.T.S.

Key Plan

A1.1

A1.3

A1.2

A1.4

DANCE /

WRESTLING

PANTHER

HALL

800 BLDG.

FINE ARTS

PRINCE ROAD

STONE AVE.

(3)

1 1 3 5 TYP. TYP. 2 TYP. 3 TYP. 9 4 TYP. 9 4 TYP. TYP. 1 3 9 4 TYP. 1 3 TYP. 5 9 TYP. 4 TYP. 7 7 6 6 14 17 16 22 22 10 11 11 10 10 1 1 12 12 3 2 9 TYP. 4 TYP. 4 TYP. 14 16 20 9 TYP. 20 21 1 1 1 4 TYP. 4 TYP. 4 TYP. 3 9 1 4 5 2 4 TYP. TYP. TYP. 9 TYP. 3 TYP. 5 2 4 TYP. 9 TYP. 15 TYP. 1 11 3 13 TYP. 19 18

Amphitheater Public Schools

Amphitheater High School

_{Roof Replacement}

PROJECT NO:

DATE:

APRIL 2018

17.14.06

REGISTRATION EXPIRATION DATE: 3/31/2020 04 / 10 /18

Demolition

Roof Plans

0 16' 32' 1/16" = 1'-0"

Demo Roof Plan - Panther Hall

0 16' 32'

1/16" = 1'-0"

Demo Roof Plan - 800 Building

0 16' 32'

1/16" = 1'-0"

Demo Roof Plan - Dance

0 16' 32'

1/16" = 1'-0"

Demo Roof Plan - Fine Arts

Construction Keynotes

1

REMOVE PARAPET CAP 2

CUT OFF ALL CURB FLASHING 3 4 5 6 7 NOT USED 8

SAW-CUT 4" X 4" OPENING FOR THROUGH WALL SCUPPER OVERFLOW

9

REMOVE CANT STRIP

10 11 12

REMOVE ROOFING

13

Construction General Notes

REMOVE & REPLACE ROOF DRAIN STRAINER & CLAMPING RING REMOVE CRICKETS

REMOVE METAL ROOF REMOVE GUTTER

1. ALL ROOFING TO BE REMOVED AND REPLACED.

2. ALL ROOF EDGE FLASHING, COPINGS, BASE FLASHING, COUNTER FLASHING, PARAPET

SCUPPERS, AND CONDUCTOR HEADS TO BE REMOVED AND REPLACED.

3. REPLACE DAMAGED DRAIN ASSEMBLIES.

4. REUSE (E) DRAIN, REMOVE AND REPLACE ALL ROOF DRAIN STRAINERS WITH CAST IRON

STRAINERS.

5. REMOVE EXISTING SEALANT AT ALL WALL CONTROL JOINTS AND PROVIDE NEW

BACKER ROD AND SEALANT, CONTRACTOR TO FIELD VERIFY ALL LOCATIONS.

6. REMOVE ALL WOOD SLEEPERS AND REPLACE WITH RUBBER ROOF PIPE SUPPORTS.

7. REMOVE & REPLACE CURB CAP & RAISE ALL EQUIPMENT CURBS THAT ARE NOT HIGH

ENOUGH FOR PROPER FLASHING AS REQUIRED BY ROOFING MANUFACTURER.

8. REMOVE ALL PITCH PANS AND INSTALL LIQUID FLASHING AT ALL PIPE PENETRATIONS.

9. REMOVE ALL ABANDONED ELECTRICAL CONDUIT.

10. BUILDING & SITE WILL BE OCCUPIED DURING DEMOLITION & RE-ROOFING PHASES. 11. THE DEMOLITION PLAN & (E) CONDITIONS SHOWN ARE APPROXIMATE. CONTRACTOR

SHALL FIELD VERIFY ALL (E) CONDITIONS.

12. CONDITIONS SHOWN ARE FOR GUIDANCE & GENERAL INFORMATION ONLY. CONTRACTOR SHALL VISIT THE SITE & EVALUATE ALL (E) CONDITIONS IN THE FIELD AND PROVIDE FOR ALL COSTS RELATED TO ACCOMPLISHING THE WORK. NOTES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS, WHETHER OR NOT SPECIFICALLY REFERENCED.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION & REMOVAL OF ALL COMPONENTS, MATERIALS & EQUIPMENT AS REQUIRED TO BUILD, ERECT, INSTALL, OR ACCOMMODATE THE NEW CONSTRUCTION.

14. IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS ON THE SITE MATERIAL REASONABLY BELIEVED TO BE LEAD BASED PAINT, OR ANY OTHER HAZARDOUS MATERIAL, THE CONTRACTOR SHALL IMMEDIATELY REPORT THE CONDITION TO THE ARCHITECT.

15. PROTECT EXISTING STRUCTURES AND UTILITIES THAT ARE NOT TO BE REMOVED FROM INJURY OR DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATION. REPLACE DAMAGED IMPROVEMENTS AND UTILITIES IN KIND.

16. ALL TRASH & UNUSED MATERIALS SHALL BE PROPERLY DISPOSED OF TO AN OFF SITE LOCATION BY THE GENERAL CONTRACTOR.

17. ALL SURFACES THAT AN (E) ITEM IS REMOVED FROM SHALL BE PATCHED AND REPAIRED TO MATCH ORIGINAL CONDITION OF THE SURFACE. IF THE SURFACE WILL BE ALTERED OR CHANGED BY THE CONSTRUCTION, PATCH AND REPAIR SHALL MEET CONSTRUCTION REQUIREMENTS. ALL PATCHING AND REPAIR SHALL BE WITH MATERIALS TO MATCH (E) U.N.O.

18. CONTRACTOR SHALL LEAVE AREAS AFFECTED BY DEMOLITION AND SURROUNDING AREAS CLEAN AT THE END OF THE WORK DAY. SURROUNDING AREAS NOT INCLUDED IN THE SCOPE OR LIMITS OF WORK SHALL BE PROTECTED FROM DUST AND DEBRIS. 19. REMOVE ALL ABANDONED CURBS.

20. SUPPORT ALL CONDUITS, GAS LINES, AND DUCT SUPPORT FEET WITH C-PORT BLOCKING WITH APPROVED SLIP SHEET TO PROTECT THE ROOF SURFACE.

21. REMOVE ALL EXISTING PITCH PANS AND INSTALL LIQUID FLASHING AT ALL EXISTING PIPE PENETRATIONS.

REMOVE BUILDING CONSTRUCTION JOINT COVER

REMOVE GRAVEL DEMOLISH STRUCTURE

14 REMOVE & REPLACE WATER DAMAGED TONGUE & GROOVE DECKING

15 REMOVE & SALVAGE SKYLIGHTS FOR REINSTALLATION. REMOVE & REPLACE

SECTION OF DECK IF CORROSION HAS OCCURRED AROUND SKYLIGHTS.

16 REMOVE ROOFING, TREAT, PRIME AND PAINT ALL TONGUE & GROOVE WOOD

COMPONENTS.

17 REMOVE AND REPLACE PLYWOOD

18 REMOVE AND REPLACE CORRODED METAL DECK

19 CLEAN / BRUSH STEEL FASCIA

20

21 REMOVE & REINSTALL ELECTRICAL CONDUIT MOUNTED ON ROOFING SURFACE AS

REQUIRED FOR ROOFING REPLACEMENT

1 4/27/18 AMENDMENT 1 1

1

22 REMOVE CURB CAP

1 1

1

(4)

1 1 2 TYP. 3 TYP. 4 TYP. 5 TYP. 2 TYP. 3 TYP. 2 TYP. 5 1 3 TYP. 5 2 TYP. 3 TYP. 4 TYP. 2 TYP. 3 2 TYP. 6 4 6 7 TYP. 2 TYP. 8 TYP. 9 9 1 5 TYP.

2 A1.1 A2.1

TYP.

7 A1.1 A2.1

TYP.

6 A1.1 A2.1

TYP.

8 A1.1 A2.1

TYP.

6 A1.1 A2.1

TYP.

10 A1.1 A2.1

TYP.

5 A1.1 A2.1

TYP.

1 A1.1 A2.1

TYP.

4

2 A1.1 A2.1

TYP.

4 A1.1 A2.1

TYP.

8 A1.1 A2.1

TYP.

3 A1.1 A2.1

TYP.

7 A1.1 A2.1

TYP.

9 A1.1 A2.1

TYP.

12 A1.1 A2.1

TYP.

11 A1.1 A2.1

TYP.

1 A1.1 A2.1

TYP.

1 A1.1 A2.1

TYP.

10 11 8'-0" 8'-0" 15'-0" 12'-0" 12'-0" 12'-0" 12 13 14 15 TYP.

Amphitheater Public Schools

Amphitheater High School

_{Roof Replacement}

PROJECT NO:

DATE:

APRIL 2018

17.14.06

/18

0

1/8'' =1'-0" 8' 24'

Roof Plan - Dance/Wrestling

Roof Plan

Dance/Wrestling

Construction Keynotes

1 _{MODIFIED BITUMINOUS PROTECTED MEMBRANE ROOFING ON 1/2" COVER BOARD}

ON 1-1/2" INSULATION

Construction General Notes

BACKER ROD AND SEALANT CONTRACTOR TO FIELD VERIFY ALL LOCATIONS.

2 3

4 PARAPET COPING CAP

5 6 7 8

RAISE EQUIPMENT CURB AND REPLACE CURB CAP 9

INSTALL PRE-MOLDED CURB FOR SWITCHGEAR SUPPORT ROOF DRAIN

CONSTRUCTION JOINT

FLASHING AT DUCTWORK PENETRATION CRICKETS

4" CANT STRIP

INSTALL TONGUE & GROOVE (T&G) WOOD DECK ON (E) STEEL BEAMS 10

INSTALL 5/8" TREATED PLYWOOD OVER (E) 2X TAPERED JOISTS 11

1 4/27/18 AMENDMENT 1 1

REPLACE CURB CAP 12

RAISE GAS LINE; SUPPORT WITH C-PORT BLOCKING. PENETRATE ROOF TO RE-CONNECT UNDER THE DECK.

13

1

ENLARGE CURB, (E) PIPE PENETRATION TO BE WITHIN THE CURB 14

APPLY SEALANT AT PIPE MOUNTING PENETRATIONS ON STUCCO WALL SURFACE 15

(5)

2 TYP. 3 TYP. 4 TYP. 5 TYP. 2 TYP. 10 TYP. 2 TYP. 3 TYP. 4 TYP. 5 TYP. 3 TYP. 4 TYP. 2 TYP. 5 TYP. 1 1 2 TYP. 2 TYP. 2 TYP. 3 TYP. 4 TYP. 5 TYP. 9 1 8 TYP. 1 1 5 TYP. 2 TYP. 3 TYP. 1

4 A1.2 A2.1

SIM.

6 A1.1 A2.1

TYP.

7 A1.2 A2.1

TYP.

15 A1.2 A2.1

7 A1.2 A2.1

TYP.

15 A1.2 A2.1

17 A1.2 A2.1

13 A1.2 A2.1

TYP.

4 A1.2 A2.1

SIM.

14 A1.2 A2.1

15 A1.2 A2.1

10 A1.2 A2.1

16 A1.2 A2.1

14 A1.2 A2.1

15 A1.2 A2.1

8 A1.2 A2.1

TYP.

12 A1.2 A2.1

TYP.

14 A1.2 A2.1

15 A1.2 A2.1

1 A1.2 A2.1

6 A1.1 A2.1

TYP.

11'-0" 11'-0" 7'-0" 7'-0" 6'-0" 16'-0" 6'-6" 6'-6" 11

Amphitheater Public Schools

Amphitheater High School

_{Roof Replacement}

PROJECT NO:

DATE:

APRIL 2018

17.14.06

/18

0

1/8'' =1'-0" 8' 24'

Roof Plan - Fine Arts Addition

Roof Plan

Fine Arts

Addition

Construction Keynotes

1

Construction General Notes

2 3

5 6 7

RAISE CURB AND REINSTALL SKYLIGHT 8

RAISE EQUIPMENT CURB 9

INSTALL PRE-MOLDED CURB FOR SWITCHGEAR SUPPORT

10

ROOF DRAIN

NOT USED IN THIS SHEET NOT USED IN THIS SHEET CRICKETS

4" CANT STRIP

MODIFIED BITUMINOUS PROTECTED MEMBRANE ROOFING ON 1/2" COVER BOARD ON 1-1/2" INSULATION

PAINT STEEL LADDER 11

1 4/27/18 AMENDMENT 1

1 1

(6)

1 12 1 3 TYP. 4 TYP. 2 TYP. 3 10 10 10 2 TYP. 11 11 12 73'-6" F.V. 3 8 11 3

22 A1.3 A1.3

TYP.

20 A1.3 A2.1

TYP.

19 A1.3 A2.1

TYP.

18 A1.3 A2.1

TYP.

23 A1.3 A1.3

TYP.

1 A1.3 A2.1

SIM

1 A1.3 A2.1

SIM

1 A1.3 A2.1

SIM

7 A1.3 A2.1

SIM

20 A1.3 A2.1

TYP.

6 A1.3 A2.1

TYP.

8'-0" 5'-0"

21 A1.3 A1.3

TYP.

13 5 14

17 A1.3 A2.1

SIM

23 A1.3 A1.3

TYP.

11 6 3

5 A1.3 A2.1

1 A1.3 A2.1

SIM

13 8" HEAD TRIM SEAM CAP PANEL CLIP PANEL SEALANT APPLIED @

INTERSECTION OF HEAD CLOSURE TRIM TO VERTICAL PANEL LEG.

OFFSET CLEAT CHANNEL CLOSURE FASTEN AT EA.

SEAM & SEALED CONTINUOUS AT THE PANEL PERIMETER TO FORM A COMPLETE WATERTIGHT SEAL. (E) METAL WALL PANEL CUT BACK AS REQUIRED TO ACCEPT HEAD TRIM

3"

SILL TRIM, SLIDE BEHIND (E) WALL PANEL AND HOLD IN PLACE UNTIL HEAD TRIM IS INSTALLED

SEALANT

#44-1/8" S.S. RIVET SPACED @ 12" O.C. SILL COVER TO CONCEAL FIELD CUTS

CONTINUOUS SEALANT TAPE _{FLASHING PLY,}

9" MIN. ON FIELD 4" CANT STRIP INSULATION,

STAGGER ALL JOINTS (E) ROOF DECK (E) MASONRY WALL

STANDING SEAM METAL ROOF METAL EDGE CONTINUOUS CLEAT FASTENED 6"O.C. GUTTER STRAP GUTTER BRACKET METAL FASCIA POLYURETHANE SEALANT COUNTERFLASHING FASTENED 8" O.C. THROUGH BUTYL TAPE

4" 5" THERMOPLASTIC MEMBRANE BASE FLASHING 1/2" RECOVERY BOARD INSULATION STAGGER ALL JOINTS BASE PLY 3 COURSE APPLICATION OF MASTIC METAL EDGE CONTINUOUS CLEAT FASTENED 6"O.C. GUTTER STRAP GUTTER BRACKET METAL FASCIA 4" 5" NOTES:

1. RUN BASE PLY OVER THE EDGE. ASSURE COVERAGE OF ALL WOOD NAILERS.

2. INSTALL METAL EDGE HOOKED TO CONTINUOUS CLEAT AND SET IN BED OF ROOF

CEMENT. FASTEN FLANGE TO WOOD NAILER EVERY 3 INCHES (76 MM) O.C. STAGGERED.

3. PRIME METAL EDGE AND ALLOW TO DRY. DO NOT PRIME FOR GREEN-LOCK SYSTEM

LIGHTLY SAND METAL TO IMPROVE BOND.

4. STRIP IN FLANGE WITH BASE FLASHING PLY COVERING ENTIRE FLANGE IN BITUMEN

WITH 6 INCHES (152 MM) ONTO THE FIELD OF THE BASE PLY. ASSURE PLY LAPS DO NOT COINCIDE WITH METAL LAPS.

5. THEN INSTALL THERMOPLASTIC CAP FIELD PLY RUN OVER THE BASE FLASHING PLY

IN BITUMEN OR FOAM ADHESIVE.

6. INSTALL A SECOND PLY OF THERMOPLASTIC FLASHING CAP PLY HEAT WELDED

OVER THE THERMOPLASTIC CAP PLY, 9 INCHES (228 MM) ON TO THE FIELD OF THE ROOF.

Amphitheater Public Schools

Amphitheater High School

_{Roof Replacement}

PROJECT NO:

DATE:

APRIL 2018

17.14.06

/18

0

1/8'' =1'-0" 8' 24'

Roof Plan - Panther Hall

Roof Plan

Panther Hall

Construction Keynotes

1

Construction General Notes

2 3

5 6 7

STANDING SEAM METAL ROOF 8

NOT USED 9

10 ROOF DRAIN CONSTRUCTION JOINT NOT USED CRICKETS 4" CANT STRIP ROOF GUTTER 11 Scale : 3" = 1'-0"

Flashing at Roof to Sidewall

0 3" 9"

21

A1.3 A1.3

Scale : 1-1/2" = 1'-0"

Roof to Sidewall & Gutter

0 9" 2'

22

A1.3 A1.3

THERMOPLASTIC MEMBRANE ROOFING ON 1/2" COVER BOARD ON TAPERED INSULATION 12 Scale : 1-1/2" = 1'-0"

Roof Gutter

0 9" 2'

23

A1.3 A1.3

4" Ø STEEL TUBE DOWNSPOUT, ATTACH TO THE WALL WITH SLEEVE ANCHORS. PROVIDE CONCRETE SPLASH BLOCK.

13

SUPPORT ALL CONDUITS WITH C-PORT CLOCKING WITH APPROVED SLIP SHEET TO PROTECT THE ROOF SURFACE.

14 1 4/27/18 AMENDMENT 1 1 1 1 1 1

(7)

1 2 TYP. 8 TYP. 11

18 A1.4 A2.1

23 A1.4 A1.3

SIM.

12 A1.2 A2.1

TYP.

8 A1.4 A2.1

TYP.

12 TYP. OF 2

Amphitheater Public Schools

Amphitheater High School

_{Roof Replacement}

PROJECT NO:

DATE:

APRIL 2018

17.14.06

/18

0

1/8'' =1'-0" 8' 24'

Roof Plan - 800 Building

Roof Plan

800 Building

Construction Keynotes

1

Construction General Notes

2 3

4 NOT USED IN THIS SHEET

5 6 7 8 9

10

CRICKETS

NOT USED IN THIS SHEET

ROOF GUTTER 11

NOT USED IN THIS SHEET NOT USED IN THIS SHEET NOT USED IN THIS SHEET

NOT USED IN THIS SHEET NOT USED IN THIS SHEET

4" X 4" STEEL TUBE DOWNSPOUT 12

(8)

(E) BRICK COPING

THERMOPLASTIC

MEMBRANE FLASHING PLY, 9" MIN. ON FIELD

4" CANT STRIP

INSULATION, STAGGER ALL JOINTS

(E) ROOF DECK (E) MASONRY WALL

POLYURETHANE SEALANT COUNTERFLASHING FASTENED 8" O.C. THROUGH BUTYL TAPE POLYURETHANE SEALANT TERMINATION BAR FASTENED 8" O.C. THROUGH BUTYL TAPE BASE PLY 3 COURSE APPLICATION OF MASTIC CONTINUOUS SEALING MATERIAL ON PERIMETER REPLACE SHEET METAL CURB CAP WHERE REQUIRED (E) WOOD NAILER COUNTERFLASHING THERMOPLASTIC MEMBRANE

BASE FLASHING PLY 6" MIN. ON FIELD 3 COURSE APPLICATION OF MASTIC MODIFIED MEMBRANE INSULATION, STAGGER ALL JOINTS 1" (E) MOUNTING CURB

BOLTS WITH NEOPRENE WASHERS

NEOPRENE PAD

FLASHING FASTENED 8" O.C. MTL. CAP SECURED 24" O.C. W/ FASTENERS & NEOPRENE WASHERS

PRE-MOLDED EQUIP. CURB THERMOPLASTIC MEMBRANE BASE FLASHING PLY 6" MIN. ON FIELD

BASE PLY

3 COURSE APPLICATION OF MASTIC

MODIFIED MEMBRANE INSULATION, STAGGER ALL JOINTS

8" MIN.

(E) METAL EXHAUST FAN COVER

FLASHING FASTENED THERMOPLASTIC MEMBRANE BASE FLASHING PLY 6" MIN. ON FIELD CANT STRIP 3 COURSE APPLICATION OF MASTIC MODIFIED MEMBRANE BASE PLY INSULATION,

STAGGER ALL JOINTS

8" MIN.

MASK TARGET AREA ON ROOF MEMBRANE WITH TAPE CLEAN ALL NON-POUROUS AREAS WITH ISOPROPYL ALCOHOL

APPLY 32 WET MIL BASE COAT OF FLASH OVER MASKED AREA EMBED GRIP POLYESTER FIRM

INTO BASE COAT

APPLY MINERALS IMMEDIATELY OR ALLOW FLASH TO CURE 15-30 DAYS, THEN INSTALL REFLECTIVE COATING COUNTERFLASHING FASTENED

8" O.C.

SET METAL FLANGE IN ROOF CEMENT AND PRIME PRIOR TO STRIPPING

THERMOPLASTIC MEMBRANE, 3" MIN ON FIELD, HEAT WELD BASE FLASHING PLY 6" MIN. ON FIELD

THERMOPLASTIC FB MEMBRANE

BASE PLY

CANT STRIP

2"

16 GA. ANCHOR CHAIR 40 MIL. SELF ADHERING UNDERLAYMENT COPING COVER X 10'-0" 6" CONCEALED SPLICE PL. @ EA. JOINT (4) FASTENERS PER ANCHOR CHAIR THERMOPLASTIC

4" CANT STRIP

(E) MASONRY WALL

POLYURETHANE SEALANT COUNTERFLASHING FASTENED 8" O.C. THROUGH BUTYL TAPE POLYURETHANE SEALANT TERMINATION BAR FASTENED 8" O.C. THROUGH BUTYL TAPE BASE PLY 3 COURSE APPLICATION OF MASTIC BASE PLY 3 COURSE APPLICATION OF MASTIC 16 GA. ANCHOR CHAIR

COPING COVER X 10'-0" 6" CONCEALED SPLICE PL. @ EA. JOINT

EXTEND PLIES OVER BLOCKING FASTEN 8" O.C. (4) FASTENERS PER ANCHOR CHAIR THERMOPLASTIC

MEMBRANE FLASHING PLY, 9" MIN. ON FIELD 4" CANT STRIP INSULATION, STAGGER ALL JOINTS (E) WALL 1" MIN 4" MIN. RUBBER ASPHALT SEALANT

METAL EDGE SET IN ROOF CEMENT NAILED 3" O.C. STAGGERED PRIME METAL FLANGE PRIOR TO STRIPPING

CONTINUOUS CLEAT FASTENED 6" O.C. (E) STEEL BEAM

MODIFIED MEMBRANE FLASHING PLY 9" MIN. ON FIELD IN BITUMEN BASE FLASHING PLY 6" MIN. ON FIELD IN BITUMEN INSULATION STAGGER ALL JOINTS MODIFIED MEMBRANE BASE PLY REPLACED T&G DECKING

(E) STUCCO FINISH POLYURETHANE SEALANT TWO-PIECE

COUNTERFLASHING TERMINATION BAR BASE FLASHING PLY BASE PLY

THERMOPLASTIC

MEMBRANE FLASHING PLY, 9" MIN. ON FIELD 4" CANT STRIP INSULATION, STAGGER ALL JOINTS 8" MIN. PRE-MANUFACTURED EXPANSION JOINT COVER CHAMFER EA. SIDE OF WOOD CURB TO DRAIN COMPRESSIBLE INSULATION 3 COURSE APPLICATION OF MASTIC FLEXIBLE WATER MEMBRANE CLOSURE FLASHING FASTENED 8" O.C. MTL. CAP SECURED 12" O.C. W/ FASTENERS & NEOPRENE WASHERS THERMOPLASTIC MEMBRANE

BASE FLASHING PLY 6" MIN. ON FIELD MODIFIED MEMBRANE BASE PLY

CLAMPING RING (E) DRAIN

BASE FLASHING PLY BASE PLY

MODIFIED MEMBRANE CAST IRON STRAINER

MODIFIED MEMBRANE MIN. 48" LEAD FLASHING 30" SQ. MIN. SET IN MASTIC, WRAPPED DOWN 2" MIN. PRIME TOP SURFACE BEFORE FLASHING (E) PASSIVE VENT/ AIR

INTAKE

FLASHING FASTENED THERMOPLASTIC MEMBRANE BASE FLASHING PLY 6" MIN. ON FIELD CANT STRIP 3 COURSE APPLICATION OF MASTIC MODIFIED MEMBRANE BASE PLY INSULATION,

STAGGER ALL JOINTS

8" MIN.

MODIFIED MEMBRANE FLASHING PLY 9" MIN. ON FIELD IN BITUMEN BASE FLASHING PLY 6" MIN. ON FIELD IN BITUMEN INSULATION STAGGER ALL JOINTS MODIFIED MEMBRANE BASE PLY

(E) ROOF DECK RUBBER ASPHALT SEALANT

CONTINUOUS CLEAT FASTENED 6" O.C. (E) METAL EDGE

SKYLIGHT

ALUMINUM FRAME 2"X10" MINIMUM

METAL COUNTERFLASHING FASTENED 8"O.C. WITH NEOPRENE WASHERS THERMOPLASTIC

MEMBRANE FLASHING PLY CANT FASTENED TO NAILER 3 COURSE APPLICATION MASTIC

MODIFIED MEMBRANE BASE PLY

THERMOPLASTIC

4" CANT STRIP

(E) METAL PANEL (E) SILL TRIM TWO PIECE

COUNTERFLASHING TERMINATION BAR FASTENED 8" O.C. THROUGH BUTYL TAPE BASE PLY

MODIFIED MEMBRANE FLASHING PLY 9" MIN. ON FIELD IN BITUMEN BASE FLASHING PLY 6" MIN. ON FIELD IN BITUMEN INSULATION STAGGER ALL JOINTS MODIFIED MEMBRANE BASE PLY

RUBBER ASPHALT SEALANT

CONTINUOUS CLEAT FASTENED 6" O.C. METAL FASCIA (E) MASONRY WALL

POLYURETHANE SEALANT COUNTERFLASHING FASTENED 8" O.C. THROUGH BUTYL TAPE METAL TRIM

STANDING SEAM METAL ROOF ELASTOMERIC COATING BASE PLY 3 COURSE APPLICATION OF MASTIC 16 GA. ANCHOR CHAIR

COPING COVER X 10'-0" 6" CONCEALED SPLICE PL. @ EA. JOINT

EXTEND PLIES OVER BLOCKING FASTEN 8" O.C. (4) FASTENERS PER

ANCHOR CHAIR THERMOPLASTIC

4" CANT STRIP 1/2" RECOVERY BD OVER (E) ROOFING (E) MASONRY WALL

TERMINATION BAR FASTENED 8" O.C. INSTALL COVER STRIP WELD

1. SUMP ALL DRAINS

2. PLUG DRAIN TO PREVENT DEBRIS FROM ENTERING PLUMBING.

3. TAPER INSULATION TO DRAIN MINIMUM OF 24 INCHES (609 MM) FROM CENTER OF DRAIN.

4. RUN ROOF SYSTEM PLIES OVER DRAIN. CUT OUT PLIES INSIDE DRAIN BOWL.

5. SET LEAD/COPPER FLASHING (30 INCH SQUARE MINIMUM) IN 1/4 INCH BED OF MASTIC. RUN

LEAD/COPPER INTO DRAIN A MINIMUM OF 2 INCHES (50 MM). PRIME LEAD/COPPER AT A RATE OF 100 SQUARE FEET PER GALLON AND ALLOW TO DRY.

6. INSTALL BASE FLASHING PLY (40 INCH SQUARE MINIMUM) IN BITUMEN.

7. INSTALL MODIFIED MEMBRANE (48 INCH SQUARE MINIMUM) IN BITUMEN.

8. INSTALL CLAMPING RING AND ASSURE THAT ALL PLIES ARE UNDER THE CLAMPING RING.

9. REMOVE DRAIN PLUG AND INSTALL NEW CAST IRON STRAINER.

8" 8" 8"

ROOF MEMBRANE MASK TARGET AREA & REMOVE IMMEDIATELY AFTER APPLICATION

FABRIC OUTLINE 32 WET MIL BASE COAT OF LIQUID FLASHING MEMBRANE OVER MASKED AREA

48-64 WET TOP COAT OF LIQUID FLASHING OVER FABRIC EXTENDING 2" PAST THE SCRIM

EMBED GRIP POLYESTER FIRM INTO BASE COAT OF LIQUID FLASHING

Amphitheater Public Schools

Amphitheater High School

_{Roof Replacement}

PROJECT NO:

DATE:

APRIL 2018

17.14.06

/18

Roof

Details

Scale : 1-1/2" = 1'-0"

Parapet Wall Flashing

0 9" 2'

1

A2.1 A1.1 A1.2 A1.3 Scale : 1-1/2" = 1'-0"

Parapet Coping Cap

0 9" 2'

2

A2.1 A1.1 Scale : 1-1/2" = 1'-0"

Wall Flashing

0 9" 2'

3

A2.1 A1.1 Scale : 1-1/2" = 1'-0"

Metal Roof Edge

0 9" 2'

4

A2.1 A1.1 A1.2 Scale : 1-1/2" = 1'-0"

Construction Joint

0 9" 2'

5

A2.1 A1.1 A1.3 Scale : 1-1/2" = 1'-0"

Roof Drain

0 9" 2'

6

A2.1 A1.1 A1.2 A1.3 Scale : 1-1/2" = 1'-0"

Through Wall Overflow

0 9" 2'

7

A2.1 A1.1 A1.2 A1.3 Scale : 1-1/2" = 1'-0"

HVAC Curb

0 9" 2'

8

A2.1 A1.1 A1.2 A1.4 Scale : 1-1/2" = 1'-0"

Air Intake

0 9" 2'

9

A2.1 A1.1 Scale : 1-1/2" = 1'-0"

Exhaust Detail

0 9" 2'

10

A2.1 A1.1 A1.2 Scale : 1-1/2" = 1'-0"

Pipe Penetration

0 9" 2'

11

A2.1 A1.1 Scale : 1-1/2" = 1'-0"

Equipment Curb

0 9" 2'