BID SET RG UN - Amazon Web...

EXPIRES: 3-21-19

VULTURE PEAK MIDDLE SCHOOL

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28985

LARRY M.

LIND

WICKENBURG

WI C

KE

NBU RG UN I F

I ED

SC

HOOL D I S T R I CT

#9

Unified School District #9

920 S. VULTURE MINE RD.WICKENBURG, ARIZONA 85390

2017 SFB - ROOF IMPROVEMENTS BID

SET

4.19

.201

7

2017 S

FB - R

OOF IM

PROVEM

ENTS

VULT

URE P

EAK M

IDDLE

SCHOOL

920 S

OUTH V

ULT

URE M

INE R

OAD

WIC

KENBURG, ARIZONA 8

5390

WIC

KENBURG U

NIF

IED S

CHOOL

DIS

TRIC

T #

9

ARCHITECTURE - ROOF CONSULTING

PHOENIX, ARIZONA 850135229 NORTH 7th AVENUE #101

P: 602.347.5226F: 602.234.1561

ARCHITECHNOLOGY

WWW.ARCHITECHNOLOGYAZ.COM

3003 n central avesixteenth floorphoenix az [email protected] t602.257.9029 f

www.owp.com

general information /reference site plan

g1.1

DRAWN BY:CHECKED BY:DATE:

NO.

PROJECT NO.:

february 2017L. LINDD. LIND

920

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2017 - Copyright - All designs, details, graphicand written material illustrated herein constitutesthe original unpublished work of the Architect andmay not be copied, published, reproducedelectronically or by any other means, used onother projects for construction or recordingwithout the written consent of the Architect. Allrights reserved.

C

DRAWING TITLE

DRAWING NUMBER

DATE COMMENT

17005.05

KEY PLAN

REVISIONS

602.347.5226phoenix, arizona 85013

5229 north 7th avenue #101ARCHITECTURE - ROOF CONSULTING

Architechnology

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28985

LARRY M.

LIND

EXPIRES: 3-21-19

WICKENBURG

WI C

KE

NBU RG UN I F

I ED

SC

HOOL D I S T R I CT

#9


3003 n central avesixteenth floorphoenix az [email protected]

602.257.1764 t602.257.9029 f

www.owp.com

mid

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ol

A. ALL NEW ROOF PENETRATIONS TO BE FULLY WATER TIGHT. REPAIR EXISTINGMETAL FLASHING/FASCIA AS REQUIRED. REFER TO DETAILS.

B. ROOF AREA NUMBERS ARE SHOWN FOR ROOF AREA LOCATION COMMUNICATIONPURPOSES ONLY.

C. ALL MECHANICAL UNITS, EXHAUST FANS, MECHANICAL EQUIPMENT, ETC.MOUNTED ON ROOF SHALL BE PROVIDED WITH CRICKETING AS REQUIRED TOPROVIDE POSITIVE ROOF DRAINAGE, TYPICAL.

D. VERIFY ALL ROOF DECK CONDITIONS PRIOR TO ANY ROOFING ACTIVITIES.

E. COORDINATE ALL MECHANICAL ROOF MOUNTED EQUIPMENT FOR PROPER CURBREQUIREMENTS AND PENETRATION OPENINGS SO THAT PROPER FLASHING MAY BEINSTALLED AS TO CONFORM WITH THE MANUFACTURER'S STANDARD DETAILS /INSTALLATION REQUIREMENTS.

F. NOT ALL PENETRATIONS MAY BE INDICATED. CONTRACTOR TO FIELD VERIFY. FORTYPICAL VENT AND PIPE PENETRATIONS THROUGH ROOF MEMBRANE,

G. SEE TYPICAL DETAILS

H. REFER TO PLANS FOR LOCATIONS OF NEW COPING, GUTTERS, AND ASSOCIATEDDETAILS.

I. ALL SHEET METAL FABRICATIONS TO COMPLY WITH THE LATEST SMACNAARCHITECTURAL SHEET METAL MANUAL - TYPICAL.

J. REMOVE ALL EXISTING PARAPET WALL REGLETS (U.N.O.) EXISTING PARAPET WALLCOUNTER FLASHING AT REGLET TO BE REMOVED FOR INSTALLATION OF NEW ROOFMEMBRANE. INSTALL NEW COUNTER FLASHING AS REQUIRED TO CONFORM WITHMANUFACTURES ROOF WARRANTY. PAINT ALL REGLETS AND COUNTER FLASHINGCOLOR TO MATCH ADJACENT PARAPET WALLS.

K. MECHANICAL UNITS, EQUIPMENT, VENTS, ETC. SHOWN ARE DIAGRAMMATIC. THEYARE NOT TO SCALE AND THE LOCATIONS ARE APPROXIMATE. NOT ALL ROOFINGPENETRATIONS HAVE BEEN SHOWN. CONTRACTOR TO FIELD VERIFY QUANTITIES,SIZES, AND LOCATIONS OF MECHANICAL AND ELECTRICAL PENETRATIONS PRIOR TOBIDDING. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ADDITIONALROOFING PENETRATIONS NOT INDICATED ON DRAWINGS.

L. CONTRACTOR IS RESPONSIBLE TO VISIT SITE TO ASCERTAIN THE FULL EXTENT OFTHE WORK REQUIRED. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FORFAILURE TO ASCERTAIN FULL EXTENT OF THE WORK REQUIRED THROUGH VISUALINSPECTION OF EXISTING CONDITIONS AND THAT DETAILED AND SPECIFIED WITHINTHE CONTRACT DOCUMENTS.

M. ROOF SLOPED INDICATED ARE APPROXIMATE. CONTRACTOR TO VERIFY IF SLOPE ISPROVIDED IN THE STRUCTURE OF BUILDING OR IF TAPERED INSULATION WILL BEREQUIRED TO PROVIDE SLOPE

N. CONTRACTOR TO PROVIDE WARRANTED WATER TIGHT ROOF CONSTRUCTION ANDFLASHING AT ALL NEW ROOFING INSTALLATIONS EXCEPT AT EXISTING ROOFING TOREMAIN. CONTRACTOR TO VISUALLY INSPECT ALL METAL COPING TO REMAIN FORPOTENTIAL SOURCES OF LEAKS AND PROVIDE REPORT TO ARCHITECT FOR REVIEW.

O. PREPARE ROOF SYSTEM FOR FUTURE LIGHTING PROTECTION SYSTEM. FUTURESYSTEM BY OWNER - NOT IN CONTRACT.

PROJECT INFOROOF IMPROVEMENTS

WICKENBURG UNIFIED SCHOOL DISTRICT #940 WEST YAVAPAI STREETWICKENBURG, ARIZONA 85390

VULTURE PEAK MIDDLE SCHOOL920 SOUTH VULTURE MINE ROADWICKENBURG, ARIZONA 85390

ARCHITECHNOLOGY INC.LARRY M. LIND, A.I.A.PRINCIPAL ARCHITECT / ROOF CONSULTANT5229 N. 7TH AVE. STE 101PHOENIX, ARIZONA 85013P (602) 347-5226F (602) 234-1561

APPLICABLE CODES

PROJECT NAME:

OWNER:

PROJECT ADDRESS:

ROOF CONSULTANT /ARCHITECT:

WICKENBURG SCHOOL DISTRICT #9

A.B. ANCHOR BOLTACT ACOUSTICAL CEILING TILEA.F.F. ABOVE FINISHED FLOORAGGR. AGGREGATEAL. ALUMINUMALT. ALTERNATEAPPROX. APPROXIMATEARCH. ARCHITECTURAL

BD. BOARDBLDG. BUILDINGBLK. BLOCKBLK'G BLOCKINGBM. BEAMBOT. BOTTOMBTWN. BETWEENB.U.R. BUILT UP ROOFINGB.W. BOTH WAYS

C.J. CONTROL JOINTCLG. CEILINGCLKG. CAULKINGCLR. CLEARCMU CONCRETE MASONRY UNITCOL. COLUMNCONC. CONCRETECONSTR. CONSTRUCTIONCONT. CONTINUOUSC.T. CARPET TILE

DEG. DEGREEDET. / DETL. DETAILD.F. DRINKING FOUNTAINDIAG. DIAGONALDIA. DIAMETERDN. DOWNDS. DOWNSPOUTDWG. DRAWING

E EAST(E) EXISTINGEA. EACHE.J. EXPANSION JOINTE.I.F.S. EXTERIOR INSULATION & FINISH SYSTEMEL. / ELEV. ELEVATIONELEC. ELECTRICALEMER. EMERGENCYENCL. ENCLOSUREEQ. EQUALEQUIP. EQUIPMENTE.W. EACH WAYE.W.C. ELECTRIC WATER COOLEREXP. EXPANSIONEXT. EXTERIOR

F.A. FIRE ALARMF.D. FLOOR DRAINF.D.C. FIRE DEPARTMENT CONNECTIONF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.F. FINISH FLOORF.H.C. FIRE HOSE CABINETFIN. FINISHF.L. FLOW LINEFLR. FLOORFLOUOR. FLUORESCENTFND. FOUNDATIONF.O.B. FACE OF BRICKF.O.C. FACE OF CONCRETEF.S. FULL SIZEFT. FOOT OR FEETFTG. FOOTINGFURR. FURRING

GA. GAUGEGALV. GALVANIZEDG.C. GENERAL CONTRACTORGL. GLASSGR. GRADEGYP. GYPSUMGYP. BD. GYPSUM BOARD

H.B. HOSE BIBH.C. HOLLOW COREH/C HANDICAPPEDHDWD. HARDWOODHDWE. HARDWAREH.M. HOLLOW METALHR. HOURHT. HEIGHT

I.D. INSIDE DIAMETERINSUL. INSULATIONINT. INTERIOR

JAN. JANITORJNT. JOINTJST. JOIST

KIT. KITCHEN

LAB. LABORATORYLAM. LAMINATELAV. LAVATORYLT. LIGHT

MAX. MAXIMUMMECH. MECHANICALMEMB. MEMBRANEMFR. MANUFACTURERM.H. MANHOLEMIN. MINIMUMMISC. MISCELLANEOUSM.O. MASONRY OPENINGMTL. METALMUL. MULLION

N NORTHN.I.C. NOT IN CONTRACTNO. NUMBERNOM. NOMINALN.T.S. NOT TO SCALE

O.C. ON CENTERO.D. OUTSIDE DIAMETEROH. OVERHEADOPG. OPENINGOPP. OPPOSITE

PCT. PRE-CASTP.L. PROPERTY LINEPLAM. PLASTIC LAMINATEP. PLASTERPLYWD. PLYWOODPR. PAIR

R. RISERR.D. ROOF DRAINRE: REFER TOREFR. REFRIGERATORREQ'D REQUIREDRM ROOMR.O. ROUGH OPENING

S SOUTHS.C. SOLID CORESCHED. SCHEDULESECT. SECTIONS.F. SQUARE FOOTSHT. SHEETSIM. SIMILARSPEC. SPECIFICATIONSQ. SQUARES.S. STAINLESS STEELSTAGG. STAGGEREDSTD. STANDARDSTIFF. STIFFENERSTL. STEELSTRUC. STRUCTURALSUSP. SUSPENDED

TR. READT & B TOP AND BOTTOMTER. TERRAZZOT & G TONGUE AND GROOVETHK. THICKT/ TOP OFTYP. TYPICAL

VCT VINYL COMPOSITION TILEVER. VERIFYVERT. VERTICAL

W WESTW/ WITHW.C. WATER CLOSETWD. WOODW/O WITHOUT

SHEET INDEXG0.0 COVER SHEETG1.1 PROJECT INFORMATION / REFERENCE SITE PLAN

A1.1 OVERALL ROOF PLAN

A2.1 BUILDING 100 / BUILDING 200 / BUILDING 300 /300 PORTABLES - DEMOLITION ROOF PLANS

A2.2 BUILDING 1 / BUILDING 2 / BUILDING 9 - DEMOLITION ROOF PLANS

A3.1 PHOTOGRAPHS

A4.1 BUILDING 100 / BUILDING 200 / BUILDING 300 /300 PORTABLES - NEW ROOF PLANS

A4.2 BUILDING 1 / BUILDING 2 / BUILDING 9 - NEW ROOF PLANS

A5.1 DETAILS

BOARD PRESIDENT - JOSEPH MAGLIO

BOARD MEMBER - AMY BROWN

BOARD MEMBER - SANDEE GILL

BOARD MEMBER - SUSAN WEBSTER

HOWARD C. CARLSON, Ed.D.

40 WEST YAVAPAI STREETWICKENBURG, ARIZONA 85390P (928) 668-5350F (928) 668-5390

WWW.WICKENBURGSCHOOLS.ORG

BILL MORGANDIRECTOR OF FACILITIES OF CONSTRUCTIONP (928) 668-5347

GOVERNING BOARD:

SUPERINTENDENT:

ADDRESS:

WEBSITE:

CONTACT :

REFERENCE SITE PLAN

CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA

NTSREFERENCE SITE PLAN

VICINITY MAP NTS

GROUND SNOW LOAD: 0 P/SF

WIND SPEED: 90 mph ( 3 second gust)

SEISMIC DESIGN CATEGORY: B

EXPOSURE: C

SUBJECT TO DAMAGE FROM:

WEATHERING: NEGLIGIBLE

FROST LINE DEPTH: 12"

TERMITE: MODERATE TO HEAVY

WINTER DESIGN TEMP.: 32F

ICE BARRIER UNDERLAYMENT: 0

FLOOD HAZARDS: JURISDICTION SPECIFIC

AIR FREEZING INDEX: 0

MEAN ANNUAL TEMP.: 66.7F

TOWN OF WICKENBURGALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING BUILDINGCODES AND AMENDMENTS PER THEIR ADOPTING ORDINANCES:

2006 INTERNATIONAL BUILDING CODES2006 INTERNATIONAL RESIDENTIAL CODES2006 INTERNATIONAL MECHANICAL CODE2003 INTERNATIONAL FIRE CODE2006 INTERNATIONAL PLUMBING CODE2006 INTERNATIONAL EXISTING BUILDING CODE2005 NATIONAL ELECTRICAL CODE (NFPA 701990)2006 INTERNATIONAL FUEL GAS CODE2006 INTERNATIONAL ENERGY CONSERVATION CODE1997 UNIFORM CODE FOR THE ABATEMENT OF DANGEROUS BUILDINGS2007 MARICOPA ASSOCIATION OF GOVERNMENTS UNIFORM STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION

A. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS, ANDORDINANCES HAVING JURISDICTION ON THIS PROJECT.

B. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THECONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THEARCHITECT AND RESOLVED PRIOR TO PROCEEDING WITH ANY CONSTRUCTIONSO INVOLVED.

C. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, CLEARANCES, ANDCONDITIONS. ANY DISCREPANCIES OR CONFLICTS SHALL BE REPORTED TO THEARCHITECT PRIOR TO COMMENCEMENT OF WORK.

D. WE CERTIFY TO THE BEST OF OUR KNOWLEDGE, INFORMATION AND BELIEF,THAT THE DESIGN OF THIS PROJECT COMPLIES WITH THE APPLICABLEPROVISIONS & REQUIREMENTS OF SECTION 34-4-1 TO 34-411 INCLUSIVE OF THESTATUTES OF THE STATE OF ARIZONA.

E. AS PER THE SPECIFICATION SECTION FOR PROJECT CLOSE-OUT, THE ARCHITECTWILL ISSUE A "CERTIFICATE OF SUBSTANTIAL COMPLETION OF THE PROJECTWORK".

F. ANY FUTURE CHANGE OR REVISIONS TO THESE PLANS SHALL BE SUBMITTED TOTHE CITY FOR REVIEW, AND APPROVAL PRIOR TO COMMENCING ANY WORK.

G. ALL CHANGES AND/OR REVISIONS SHALL BE NOTED ON THE PLANS BY"CLOUDING" THE AREAS AFFECTED BY THESE REVISIONS OR CHANGES, AND WITH"DELTAS" INDICATING THE NUMBER OF TIMES THE CHANGES OCCUR. INADDITION, THE DATE OF THESE CHANGES OR REVISIONS SHALL BE INDICATED.THIS DATA SHALL ALSO BE PLACED IN THE TITLE BLOCK, IN AN APPROPRIATEBULLETIN OR SCHEDULE.

H. SEE SPECIFICATIONS FOR PRIOR APPROVALS. IF NO PRIOR APPROVAL ISSUBMITTED THEN BID MUST BE TO ROOF MANUFACTURE SPECIFIED AS "BASISOF DESIGN"

GENERAL NOTESROOFING GENERAL NOTES

PROJECT SITE

1

100

2

1

gym

portableportable

gym

2

100

200

300 port

300

9

200

300 portable

300

9

gymclassroom

gymclassroom

storage

storage storage

building 200sheet a2.1 - demolition plansheet a4.1 - roof plan


portable 300sheet a2.1 - demolition plansheet a4.1 - roof plan





portableno work

building 13 - gym classroomno work

building 13 - gymno work

portableno work

storageno work

storageno work

storageno work

a1.01

overall roof planoverall roof plan scale: 1" = 50'-0"


NO.

PROJECT NO.:


920

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DRAWING TITLE

DRAWING NUMBER

DATE COMMENT

17005.05

KEY PLAN

REVISIONS



Architechnology

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28985

LARRY M.

LIND

EXPIRES: 3-21-19

WICKENBURG

WI C

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NBU RG UN I F

I ED

SC

HOOL D I S T R I CT

#9



602.257.1764 t602.257.9029 f

www.owp.com

mid

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legend

METAL ROOF / CANOPY

LOW FLOW SLOPE

1

gym

2

100

200

300 port

300

9

gymclassroom

building 300300 portable

building 200

building 100

14

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1

1

1

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1

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a2.1

building 100 / building 200 /building 300 / 300 portable

demolition roof plansbuilding 100 / building 200 / building 300 / 300 portable - demolition roof plans scale: 1/16" = 1'-0"


NO.

PROJECT NO.:


920

sout

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min

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wic

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DRAWING TITLE

DRAWING NUMBER

DATE COMMENT

17005.05

KEY PLAN

REVISIONS



Architechnology

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28985

LARRY M.

LIND

EXPIRES: 3-21-19

WICKENBURG

WI C

KE

NBU RG UN I F

I ED

SC

HOOL D I S T R I CT

#9



602.257.1764 t602.257.9029 f

www.owp.com

mid

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legend

METAL ROOF / CANOPY

LOW FLOW SLOPE

1

gym

2

100

200

300 port

300

9

gymclassroom

1. REMOVE EXISTING ROOF STRUCTURAL DECK.

2. REMOVE TILE AND INSTALL UNDERLAYMENT - REINSTALLTILE

3. REPAIR DAMAGED DECKING AS REQUIRED.

4. PROVIDE NEW RIGID INSULATION, TYPICAL - SEESPECIFICATIONS.

5. PROVIDE NEW MODIFIED BUR ROOFING SYSTEM,TYPICAL - SEE SPECIFICATIONS

6. CLEAN EXISTING ROOF AND DRAINS AND VERIFY PROPEROPERATION.

7. REPAIR EXISTING SCUPPER.

8. NEW GUTTER SYSTEM - SEE SPECIFICATIONS.

9. PROVIDE NEW DOWNSPOUT - SEE SPECIFICATIONS.

10. REPAIR FASCIA AT PERIMETER - SEE SPECIFICATIONS.

11. PROVIDE NEW REINFORCED PERIMETER ROOF EDGEDETAIL AT METAL DRIP AS SPECIFIED - SEE DETAIL.

12. PROVIDE NEW COATING AT EXPOSED BLOCK WALLS,TYPICAL - SEE SPECIFICATIONS.

13. PROVIDE NEW COATING OVER EXISTING ROOF, TYPICAL -SEE SPECIFICATIONS.

14. EXISTING HVAC EQUIPMENT - COORDINATE CURBREPLACEMENT AND FLASHING WITH HVAC BOND WORK,TYPICAL.

15. CUT OUT BLISTERS OR WET AREA AND REPLACE PRIOR TOCOATING.

16. PROVIDE NEW SINGLE PLY ROOFING SYSTEM - SEESPECIFICATIONS.

17. REPAIR BRICK AT CHIMNEY - PROVIDE FLASHING ATCONDUIT - SEE DETAIL.

18. EXISTING METAL ROOF - NO WORK

19. PROVIDE NEW COATING AROUND EXISTING VENTS /VENT PIPES, TYPICAL - SEE SPECIFICATIONS.

20. PROVIDE NEW COATING MIN. 12" ABOVE ROOF DECK.DO NOT EXCEED COATING AREA, TYPICAL - SEESPECIFICATIONS.

21. NO WORK THIS AREA.

KEYNOTES

building 1

building 9

building 12

building 11

1

1

1

141

building 214

1

a2.2

building 1 / building 2 /building 9

demolition roof plansbuilding 1 / building 2 / building 9 - demolition roof plans scale: 1/16" = 1'-0"


NO.

PROJECT NO.:


920

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DRAWING TITLE

DRAWING NUMBER

DATE COMMENT

17005.05

KEY PLAN

REVISIONS



Architechnology

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28985

LARRY M.

LIND

EXPIRES: 3-21-19

WICKENBURG

WI C

KE

NBU RG UN I F

I ED

SC

HOOL D I S T R I CT

#9



602.257.1764 t602.257.9029 f

www.owp.com

mid

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legend

METAL ROOF / CANOPY

LOW FLOW SLOPE

1

gym

2

100

200

300 port

300

9

gymclassroom






















KEYNOTES

a3.1

photographs


NO.

PROJECT NO.:


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DRAWING NUMBER

DATE COMMENT

17005.05

KEY PLAN

REVISIONS



Architechnology

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28985

LARRY M.

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EXPIRES: 3-21-19

WICKENBURG

WI C

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NBU RG UN I F

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SC

HOOL D I S T R I CT

#9



602.257.1764 t602.257.9029 f

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photo #11 nts

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300 port

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building 300300 portable

building 200

building 100

14

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A5.12

A5.12

A5.12

A5.12

A5.13

A5.13

A5.13

A5.12

A5.12

A5.12

A5.12

A5.11

A5.11

4

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a4.1

building 100 / building 200 /building 300 / 300 portable

new roof plansbuilding 100 / building 200 / building 300 / 300 portable - new roof plans scale: 1/16" = 1'-0"


NO.

PROJECT NO.:


920

sout

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Architechnology

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F

ICA

T

E

N

O

.

28985

LARRY M.

LIND

EXPIRES: 3-21-19

WICKENBURG

WI C

KE

NBU RG UN I F

I ED

SC

HOOL D I S T R I CT

#9



602.257.1764 t602.257.9029 f

www.owp.com

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legend

METAL ROOF / CANOPY

LOW FLOW SLOPE

1

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2

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KEYNOTES

building 1

building 9

building 12

building 11

5

3

5

3

4

4

5

43

A5.12

6 7

6 7

A5.12

A5.11

A5.11

1416

4

A5.12

A5.12

A5.13

A5.13

building 214

3

A5.12

A5.12

A5.13

5

4

A5.12

6 7

a4.2

building 1 / building 2 /building 9

new roof plansbuilding 1 / building 2 / building 9 - new roof plans scale: 1/16" = 1'-0"


NO.

PROJECT NO.:


920

sout

h vu

lture

min

e ro

ad

roof

impr

ovem

ents

wic

kenb

urg,

ari

zona

853

90

vultu

re p

eak


C

DRAWING TITLE

DRAWING NUMBER

DATE COMMENT

17005.05

KEY PLAN

REVISIONS



Architechnology

R

E

G

I

S

T

E

R

E

D A

R

C

H

I

T

E

C

T

D

a

t

e

S

i

g

n

ed

. .

.

.

.

.

.

.

.

.

.

.

.

.

A

R

I

Z

O

NA

,

U

.

S

.

A

.

C

E

R

T

I

F

ICA

T

E

N

O

.

28985

LARRY M.

LIND

EXPIRES: 3-21-19

WICKENBURG

WI C

KE

NBU RG UN I F

I ED

SC

HOOL D I S T R I CT

#9



602.257.1764 t602.257.9029 f

www.owp.com

mid

dle

scho

ol

legend

METAL ROOF / CANOPY

LOW FLOW SLOPE

1

gym

2

100

200

300 port

300

9

gymclassroom






















KEYNOTES

ROOF TO WALL 1 SCALE: 1-1/2"=1'-0"

PIPE PENETRATIONSCALE: 1-1/2"=1'-0"4

PITCH PANSCALE: 1-1/2"=1'-0"5

A.H.U. FLASHING3 SCALE: 1-1/2"=1'-0"

EQUIPMENT SUPPORTSCALE: 1-1/2"=1'-0"7

HEAT STACKSCALE: 1-1/2"=1'-0"8

ROOF DECKINSULATION / BASE - FASTENPER SPECIFICATIONCANT STRIP

BASE PLYMODIFIED CAP

FLASHING BASE PLY

FLASHING CAP PLY

TERMINATION BAR FASTENED @ 8" O.C.THRU BUTYL TAPE

POLYURETHANE SEALANT

COUNTER FLASHING FASTENED @ 8" O.C.


8" M

IN

ROLL DOWN LEADS FLASHING 1"MINIMUM DOWN INTO PIPE

PLUMBING VENT STACK


MODIFIED CAP PLY 12" MIN. ONFIELD

FLASHING BASE PLY 8" MIN. ONFIELD

BASE PLY

MODIFIEDCAP PLY

INSULATION / BASE SHEET STAGGERFASTEN PER SPECIFICATION

SET LEAD FLANGE IN MASTIC, PRIMEFLANGE BEFORE STRIPPING

STRUCTURAL DECK

4" MIN

12" M

IN

BOLTS WITH NEOPRENEWASHERSFLASHING CAP PLYFASTENED @ 8" O.C.

NEOPRENE PAD

METAL CAP SECURED APPROX.24" O.C. W/ FASTENERS ANDNEOPRENE WASHERS

FLASHING CAP PLY 9" MIN ONFIELD

FLASHING BASE PLY

MODIFIED CAP PLY

BASE PLYSTRUCTURAL DECK

INSULATION / BASE SHEET -FASTEN PER SPECIFICATIONS

8" M

IN.

BASE OF UNIT EXTENDS 1/2"MINIMUM BEYOND AND

DOWN OVER TOP OF CURBSEALING MATERIAL - MUST BE

CONTINUOUS ON THEPERIMETER

2X4 NOM. WOOD NAILER

FLASHING RECEIVER

8" M

IN.

1" MINIMUM

FASTENERS @8"O.C.

COUNTERFLASHING

FLASHING CAP PLY 9"MIN. ON FIELD

FLASHING BASE PLY

MODIFIED CAP PLY

BASE PLY

INSULATION / BASESHEET - FASTEN PERSPECIFICATIONSCANT

UNIT MOUNTING CURB

STRUCTURAL DECK

SHEET METAL PITCH PANSOLDERED / WELDEDWATER TIGHT 4" MINHEIGHT

MODIFIED CAP PLY 9"MIN. ON FIELD

FLASHING BASE PLY 6"MIN. ON FIELD


PLY

POLYURETHANESEALANT

OPTIONAL WOOD NAILERS- VARIES DEPENDING ONSIZE OF PENETRATION

4"MIN

NON SHRINK GROUT

POURABLE SEALANT, 2 PART

PRIME PROJECTION

HEAT STACKDRAW BAND OR

UMBRELLA TO STACK

UMBRELLA

STORM COLLAR SETIN MASTIC, PRIME

FLANGE

4" MIN

TEMPERATUREAPPROPRIATEELECTROMETRICSEALANTMODIFIED CAP PLY 9"MIN. ON FIELD

FLASHING BASE PLY

BASE PLY

MODIFIED CAP PLY

POLYURETHANESEALANT

RUBBERIZED ASPHALT SEALANT

MODIFIED CAP PLY 9" MIN. ON FIELD

FLASHING BASE PLY 6" MIN. ON FIELDIN BITUMEN

MODIFIED CAP PLY

INSULATION / BASE SHEET -FASTEN PER SPECIFICATION

BASE PLY

METAL EDGE SET IN ROOFCEMENT NAILED 3" O.C.STAGGERED. PRIME METALFLANGE PRIOR TO STRIPPING

CONTINUOUS CLEAT FASTENED 6"O.C.

1" MIN

4" MIN.

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

METAL ROOF EDGE

FLASHING CAP PLYFASTENED @ 8" O.C.

FLASHING CAP PLY9"MIN. ON FIELD

FLASHING BASE PLY

CANT STRIP

MODIFIED CAP PLY

BASE PLY

INSULATION / BASESHEET - FASTEN PERSPECIFICATIONS

8" M

IN

PASSIVE VENT - AIRINTAKE

6 SCALE: 1-1/2" = 1'-0"

PASSIVE VENT / AIR INTAKE

PITCH POCKETSCALE: 1-1/2"=1'-0"9

SHEET METAL PITCH PANSOLDERED / WELDEDWATER TIGHT 4" MINHEIGHT

MODIFIED CAP PLY 9"MIN. ON FIELD

FLASHING BASE PLY 6"MIN. ON FIELD


PLY

POLYURETHANESEALANT

OPTIONAL WOOD NAILERS- VARIES DEPENDING ONSIZE OF PENETRATION

4"MIN

NON SHRINK GROUT

POURABLE SEALANT, 2 PART

PRIME PROJECTION

USE ON WATER, GAS ELECTRICAL, ETC.THAT PENETRATES THE ROOF

COVER BOARD

COVER BOARD

COVER BOARD

COVER BOARD

COVER BOARD

a5.1

details


NO.

PROJECT NO.:


920

sout

h vu

lture

min

e ro

ad

roof

impr

ovem

ents

wic

kenb

urg,

ari

zona

853

90

vultu

re p

eak


C

DRAWING TITLE

DRAWING NUMBER

DATE COMMENT

17005.05

KEY PLAN

REVISIONS



Architechnology

R

E

G

I

S

T

E

R

E

D A

R

C

H

I

T

E

C

T

D

a

t

e

S

i

g

n

ed

. .

.

.

.

.

.

.

.

.

.

.

.

.

A

R

I

Z

O

NA

,

U

.

S

.

A

.

C

E

R

T

I

F

ICA

T

E

N

O

.

28985

LARRY M.

LIND

EXPIRES: 3-21-19

WICKENBURG

WI C

KE

NBU RG UN I F

I ED

SC

HOOL D I S T R I CT

#9



602.257.1764 t602.257.9029 f

www.owp.com

mid

dle

scho

ol

1

gym

2

100

200

300 port

300

9

gymclassroom

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