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ROOFING IMPROVEMENTS
1500 PANTHER DRIVESUPERIOR, ARIZONA 85173
EXPIRES: 3-21-22
JOHN F. KENNEDY
REGI
STERED ARCHITECT
DA T E:ARIZONA, U. S. A.
CERT IFICA T E NO.
28985LARRY M.
LIND
1500 P
ANTHER D
RIV
E
SUPERIO
R, ARIZONA 8
5173
JOHN F
. KENNEDY E
LEM
ENTARY S
CHOOL
ARCHITECTURE - ROOF CONSULTING
PHOENIX, ARIZONA 850135229 NORTH 7th AVENUE #101
PHONE: 602.347.5226FAX: 602.234.1561
CONS
TRUC
TION
DOC
UMEN
T SE
T 4/
1/20
ARCHITECHNOLOGY
ROOFIN
G IM
PROVEM
ENTS
CONSTRUCTION DOCUMENT SET 4/1/20
SUPERIOR unified school district #15
ELEMENTARY SCHOOL
GENERAL INFORMATIONSITE PLAN
G1.1
project information
applicable codes
PROJECT NAME: ROOFING IMPROVEMENTS
OWNER: SUPERIOR UNIFIED SCHOOL DISTRICT1500 PANTHER DRIVESUPERIOR, ARIZONA 85173
PROJECT SITE: JOHN F. KENNEDY ELEMENTARY SCHOOL1500 PANTHER DRIVESUPERIOR, ARIZONA 85173
ARCHITECT: 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
superior unified school district #15
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 SHEETG1.0 PROJECT INFORMATION / REFERENCE SITE PLAN
A1.1 BUILDING 1001 ROOF PLANA1.2 BUILDING 1002 ROOF PLANA1.3 BUILDING 1003 ROOF PLANA1.4 BUILDING 1004 ROOF PLANA2.1 DETAILS
reference site plan NTSabbreviations
town of superiorALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING BUILDINGCODES AND AMENDMENTS PER THEIR ADOPTING ORDINANCES:
2006 INTERNATIONAL BUILDING CODE2006 INTERNATIONAL RESIDENTIAL CODE2006 INTERNATIONAL PLUMBING CODE2005 NATIONAL ELECTRICAL CODE2005 INTERNATIONAL MECHANICAL CODE2006 INTERNATIONAL FUEL GAS CODE
A. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS,AND ORDINANCES HAVING JURISDICTION ON THIS PROJECT.
B. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OFTHE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT AND RESOLVED PRIOR TO PROCEEDING WITH ANYCONSTRUCTION SO INVOLVED.
C. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, CLEARANCES,AND CONDITIONS. ANY DISCREPANCIES OR CONFLICTS SHALL BE REPORTEDTO THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.
D. WE CERTIFY TO THE BEST OF OUR KNOWLEDGE, INFORMATION ANDBELIEF, THAT THE DESIGN OF THIS PROJECT COMPLIES WITH THEAPPLICABLE PROVISIONS & REQUIREMENTS OF SECTION 34-4-1 TO 34-411INCLUSIVE OF THE STATUTES OF THE STATE OF ARIZONA.
E. AS PER THE SPECIFICATION SECTION FOR PROJECT CLOSE-OUT, THEARCHITECT WILL ISSUE A "CERTIFICATE OF SUBSTANTIAL COMPLETION OFTHE PROJECT WORK".
F. ANY FUTURE CHANGE OR REVISIONS TO THESE PLANS SHALL BESUBMITTED TO THE CITY FOR REVIEW, AND APPROVAL PRIOR TOCOMMENCING ANY WORK.
G. ALL CHANGES AND/OR REVISIONS SHALL BE NOTED ON THE PLANS BY"CLOUDING" THE AREAS AFFECTED BY THESE REVISIONS OR CHANGES, ANDWITH "DELTAS" INDICATING THE NUMBER OF TIMES THE CHANGES OCCUR.IN ADDITION, THE DATE OF THESE CHANGES OR REVISIONS SHALL BEINDICATED. THIS DATA SHALL ALSO BE PLACED IN THE TITLE BLOCK, IN ANAPPROPRIATE BULLETIN OR SCHEDULE.
H. SEE SPECIFICATIONS FOR PRIOR APPROVALS. IF NO PRIOR APPROVAL ISSUBMITTED THEN BID MUST BE TO ROOF MANUFACTURE SPECIFIED AS"BASIS OF DESIGN"
general notes
A. ALL NEW ROOF PENETRATIONS TO BE FULLY WATER TIGHT. REPAIREXISTING METAL FLASHING/FASCIA AS REQUIRED. REFER TODETAILS.
B. ROOF AREA NUMBERS ARE SHOWN FOR ROOF AREA LOCATIONCOMMUNICATION PURPOSES ONLY.
C. ALL MECHANICAL UNITS, EXHAUST FANS, MECHANICALEQUIPMENT, ETC. MOUNTED ON ROOF SHALL BE PROVIDED WITHCRICKETING AS REQUIRED TO PROVIDE POSITIVE ROOF DRAINAGE,TYPICAL.
D. VERIFY ALL ROOF DECK CONDITIONS PRIOR TO ANY ROOFINGACTIVITIES.
E. COORDINATE ALL MECHANICAL ROOF MOUNTED EQUIPMENT FORPROPER CURB REQUIREMENTS AND PENETRATION OPENINGS SOTHAT PROPER FLASHING MAY BE INSTALLED AS TO CONFORMWITH THE MANUFACTURER'S STANDARD DETAILS / INSTALLATIONREQUIREMENTS.
F. NOT ALL PENETRATIONS MAY BE INDICATED. CONTRACTOR TOFIELD VERIFY. FOR TYPICAL VENT AND PIPE PENETRATIONSTHROUGH ROOF MEMBRANE,
SEE TYPICAL DETAILS
G. REFER TO PLANS FOR LOCATIONS OF NEW COPING, GUTTERS, ANDASSOCIATED DETAILS.
H. ALL SHEET METAL FABRICATIONS TO COMPLY WITH THE LATESTSMACNA ARCHITECTURAL SHEET METAL MANUAL - TYPICAL.
I. REMOVE ALL EXISTING PARAPET WALL REGLETS (U.N.O.) EXISTINGPARAPET WALL COUNTER FLASHING AT REGLET TO BE REMOVEDFOR INSTALLATION OF NEW ROOF MEMBRANE. INSTALL NEWCOUNTER FLASHING AS REQUIRED TO CONFORM WITHMANUFACTURES ROOF WARRANTY. PAINT ALL REGLETS ANDCOUNTER FLASHING COLOR TO MATCH ADJACENT PARAPETWALLS.
J. MECHANICAL UNITS, EQUIPMENT, VENTS, ETC. SHOWN AREDIAGRAMMATIC. THEY ARE NOT TO SCALE AND THE LOCATIONSARE APPROXIMATE. NOT ALL ROOFING PENETRATIONS HAVE BEENSHOWN. CONTRACTOR TO FIELD VERIFY QUANTITIES, SIZES, ANDLOCATIONS OF MECHANICAL AND ELECTRICAL PENETRATIONSPRIOR TO BIDDING. NO ADDITIONAL COMPENSATION WILL BEALLOWED FOR ADDITIONAL ROOFING PENETRATIONS NOTINDICATED ON DRAWINGS.
K. CONTRACTOR IS RESPONSIBLE TO VISIT SITE TO ASCERTAIN THEFULL EXTENT OF THE WORK REQUIRED. NO ADDITIONALCOMPENSATION WILL BE ALLOWED FOR FAILURE TO ASCERTAINFULL EXTENT OF THE WORK REQUIRED THROUGH VISUALINSPECTION OF EXISTING CONDITIONS AND THAT DETAILED ANDSPECIFIED WITHIN THE CONTRACT DOCUMENTS.
L. ROOF SLOPED INDICATED ARE APPROXIMATE. CONTRACTOR TOVERIFY IF SLOPE IS PROVIDED IN THE STRUCTURE OF BUILDING ORIF TAPERED INSULATION WILL BE REQUIRED TO PROVIDE SLOPE
M. CONTRACTOR TO PROVIDE WARRANTED WATER TIGHT ROOFCONSTRUCTION AND FLASHING AT ALL NEW ROOFINGINSTALLATIONS EXCEPT AT EXISTING ROOFING TO REMAIN.CONTRACTOR TO VISUALLY INSPECT ALL METAL COPING TOREMAIN FOR POTENTIAL SOURCES OF LEAKS AND PROVIDE REPORTTO ARCHITECT FOR REVIEW.
N. CONTRACTOR IS RESPONSIBLE FOR INSPECTING INTERIOR ROOFLEADERS TO ENSURE THAT THEY ARE NOT LEAKING. IF LEAKS AREDISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER ANDTHE ARCHITECT.
roofing general notesnailing scheduleNUMBER AND TYPEDESCRIPTION OF BUILDING ELEMENTS
2 nails at ends and at each spliceand bottom and staggered
10d @ 24" O.C.3-8d, 4 staples 1 3/4"2-8d, 3 staples 1 3/4"
2-16d3-10d
16d @ 16" o.c. along each edge2-10d8d @ 6" O.C.
3-16d @ 16" O.C.10d @ 24" O.C.
3-8d or 2-16d2-16d16d @ 16" O.C.2-16d2-8d, 2 staples 1 3/4"3-8d
10d @ 32" o.c. at topBUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS
JOIST TO SILL OR GIRDER, TOENAIL1" x 6" SUBFLOOR OR LESS TO EACH JOINT, FACE NAIL2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAILSOLE PLATE TO JOIST OR GIRDER, FACE NAILTOP OR SOLE PLATE TO STUD, END NAILSTUD TO SOLE PLATE, TOE NAILDOUBLE STUDS, FACE NAILDOUBLE TOP PLATES, FACE NAILSOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELSDOUBLE TOP PLATES, MIN. 48" OFFSET OF END JOISTS, FACE NAIL IN LAPPED AREABLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAILRIM JOIST TO TOP PLATE, TOE NAILTOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAILBUILT-UP HEADER, TWO PIECES WITH 1/2" SPACERCONTINUED HEADER, TWO PIECES
CONTINUOUS HEADER TO STUD, TOE NAILCEILING JOIST, LAPS OVER PARTITIONS, FACE NAILCEILING JOIST TO PARALLEL RAFTERS, FACE NAILRAFTER TO PLATE, TOE NAIL1" BRACE TO EACH STUD AND PLATE, FACE NAIL1" x 6" SHEATHING TO EACH BEARING, FACE NAIL1" x 8" SHEATHING TO EACH BEARING, FACE NAILWIDER THAN 1"x 8" SHEATHING TO EACH BEARING, FACE NAILBUILT-UP CORNER STUDS
2-8d, 2 staples 1 3/4"2-8d, 2 staples 1 3/4"
3-10d
16d @ 16" o.c. along each edge
4-8dCEILING JOIST TO PLATE, TOE NAIL 3-8d
3-8d8-16d
10d @ 24" O.C.
SPACINGa,b,c,d
4-16d
1 1/8" - 1 1/4"19/32" - 1"
5/16" - 1/2"AND PARTICLEBOARD WALL SHEATHING TO FRAMING
ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS
WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING
2-16d at each bearing2" (25MM) PLANKS
TOE NAILFACE NAIL
3-8dRAFTER TIES TO RAFTERS, FACE
3-16d
6-6d common nail (SUBFLOOR, WALL) 126-8d common nail (ROOF) 126-8d common nail 126-10d common nail or 6-8d deformed nail 12
gg
g
OTHER WALL SHEATHING h
FASTENERDESCRIPTION OF BUILDING ELEMENTS INTER. SUPPORTSb,c,d,e EDGES c,ei
1/2" REGULAR CELLULOSIC FIBERBOARD SHEATHING 1 1/2" galv. roofing nail 6d common nail staple 16 ga., 1 1/2" 3 61 1/2" galv. roofing nail 8d common nail staple 16 ga., 1 1/2" 3 61/2" STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING1 3/4" galv. roofing nail 8d common nail staple 16 ga., 1 3/4" 3 625/32" STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING
1 1/2" galv. roofing nail; 6d common nail; staple galv. 1 1/2"; 1 1/4" screws, type w or s 4 81/2" GYPSUM SHEATHING1 3/4" galv. roofing nail; 8d common nail; staple galv. 1 5/8"; 1 5/8" screws, type w or s 4 85/8" GYPSUM SHEATHING
WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING3/4" OR LESS
6d deformed nail or 8d common nail 6 128d common nail or 8d deformed nail 6 12
10d common nail or 8d deformed nail 6 127/8" - 1"1 1/8" - 1 1/4"
5/16" - 1/2"
CODE:
INTERNATIONAL BUILDING CODE, IBC 2006 ED.
LOADS:
ROOF DEAD LOAD : 15 PSF .ROOF LIVE LOAD : 20 PSF.WIND DESIGN CRITERIA : PER CHAPTER 16, SECTION 1609,
BASIC WIND SPEED 90 MPH, EXPOSURE C.
STRUCTURAL STEEL:All structural steel construction to conform to AISC Manual of Steel Construction. Steel materials to be as follows:Beams -------------------------------------------- ASTM A992, Fy=50 ksi
Angles, channels, & plates����-------------- ASTM A36, Fy=36 ksiPipe Columns ----------------------------------- ASTM A501, Fy=35 ksiSteel to steel bolts ----------------------------- ASTM A-325Anchor bolts�����������������--������������������� ASTM A307Anchor bolt nuts�����������-��������������������� ASTM A563
All welding to be performed by welders holding valid certificates and having current experience in type of weld shown on thedrawings or notes. Certificates shall be those issued by and accepted testing agency. All welding by E70 Series lowhydrogen rods. Welding per American Welding Society Standards.WOOD AND CARPENTRYAll lumber shall bear the stamp of a recognized lumber grading agency.Erect all wood framing in a workmanlike manner. Materials shall be as follows:
Vertical framing���� Douglas Fir No.2Horizontal framing��Douglas Fir No.1Ledgers��---�����������Douglas Fir No.2Wood Deck ���������Sheathing board to comply and conform to PS 1. Nail deck per drawings and details.Rough hardware�����Rough hardware Simpson
All nails to be common nails, sizes as indicated on nailing schedule and on drawings.Submit complete calculations and shop drawings for all wood truss members. Shop drawings to include placement drawings,erection drawings, and final and temporary bracing.GENERAL:The contract drawings and specifications represent the finished structure. They do not indicate the method of construction.The contractor shall provide all measures necessary to protect the structure and any surrounding structures duringconstruction. Such measures shall include, but not be limited to, bracing, shoring for loads due toconstruction equipment, and etc. Observation visits to the site by the Architect shall not include inspection of the aboveitems.Construction materials shall be spread out if placed on framed floor or roofs. Load shall not exceed the design live load persquare foot.SHOP DRAWINGS:The following is the minimum shop drawings and submittal that are required for this project. Refer to project specifications foradditional requirements and procedures. This list is included in these notes as an aid to the contractor in preparing hissubmittal. This is not intended to be a complete list of drawings and submittal that the contractor will require to do his work.This list specifically excludes architectural items except where they may have a structural impact. Refer to the specificationsfor additional shop drawing and submittal requirements and procedures. Incomplete or incorrect submittal will be rejected.IT IS NOTED THAT THIS PROJECT CONSISTS OF REPAIR AND REPLACEMENT OF COMPONENTS IN AN EXISTINGBUILDING. THE CONTRACTOR IS TO EXERCISE CARE NOT TO DAMAGE OTHER PORTIONS OF THE STRUCTUREDURING THESE REPAIRS. PROVIDE ALL NECESSARY SHORING, BARRICADES AND OTHER SAFETY MEASURESAS REQUIRED BY LOCAL, STATE AND FEDERAL AGENCIES FOR THIS TYPE OF CONSTRUCTION.SUPPLEMENTARY STRUCTURAL NOTES1.01 SPECIAL CONSIDERATION FOR RENOVATION PROJECTSA. In undertaking work of a rehabilitation or stabilization nature, it is inevitable that there will be conditions unknown to allparties involved. Therefore, certain items of the work may not be fully delineated or specified.B. The contractor shall preserve conditions of the original work, to the extent possible, with the exception of changes fromoriginal conditions explicitly indicated or specified.C. Contractor to exercise care that damage to existing building is minimized during the repair process and construction.
1.02 WORKMANSHIPA. Where not more specifically described in any of the various notes of these drawings, workmanship shall conform to allof the methods and operations of best standards and accepted practices of the trade or trades involved, and shall include allitems of fabrication, construction or installation regularly furnished or required for completion, including any finish, and forsuccessful operation as intended.B. All work shall be executed by mechanics skilled in their respective lines of work.C. When completed, all parts shall have been durably and substantially built and shall present a neat, workmanlikeappearance.1.03 SAFETYA. Comply with all applicable provisions of Federal, State, and Local laws pertaining to safety.1.04 DRAWINGS AND SPECIFICATIONSA. No responsibility will be assumed by the Owner or Engineer for omissions or duplications by the Contractor in thecompletion of the Contract due to any alleged error in the arrangement of the material in these Specifications or in theDrawings, nor shall any such segregation of work and materials operate to make the Engineer an arbiter in defining limits tothe agreements between the Contractor and his Subcontractors and Suppliers.B. General Conditions, Supplementary General Conditions, Drawings, Specifications, and other contract Documents arecomplimentary. Nothing within the individual Sections of these Specifications shall be considered to waive any requirementsof the other Contract Documents.C. The misplacement, addition, or omission of any letter, word, or punctuation mark, or lack of capitalization of a word,shall in no way damage the true spirit, intent, or meaning of these Specifications.D. The words "shown," "indicated," "noted," "scheduled," or words of like effect shall be understood to mean thatreference is made to the Drawings accompanying these Specifications.E. Standards: Reference to known standards within these Specifications shall mean and intend the latest edition oramendment published prior to the date of these Specifications, unless specifically stated otherwise, and to such portions of itthat relate and apply directly to the material or installation called for on the project.
general structural notes
HAPPY BIRTHDAY RODNEY
GOVERNING BOARD: BOARD PRESIDENT - ARLYNN GODINEZ
CLERK - JON NATHAN DUARTE
BOARD MEMBER - MILA BESICH-LIRA
BOARD MEMBER - IGNACIO MAGALLANEZ
BOARD MEMBER - CATHY SOMMER
SUPERINTENDENT: STEPHEN ESTATICIO
ALL BUILDINGS
CLEAN AND SEAL ALL SURFACES.
REPAIR CRACKS TO MASONRY AND PLASTER
REMOVE AND REPLACE ALL BUILDING SEALANTS, INCLUDING DOORS, WINDOWS ANDCONTROL / EXPANSION JOINTS
PROVIDE BLOCK SEAL TO MASONRY AND COAT PER SPECIFICATIONS
CLEAN, PREP AND PAINT ALL WOOD AND METAL SURFACES
SEAL ENTIRE FACADE
scope of work description
WEST MARY AVENUE
NORT
H T
ELEG
RAPH
CAN
YON
ROAD
BUILDING 1001
BUILDING1002
BUILDING1004
BUILDING 1003
DRAWN BY:CHECKED BY:DATE:
REVISIONSNO.
.
.
PROJECT NO.:
SEPTEMBER 24, 2019L. LINDD. LIND
1500
PAN
THER
DRI
VESU
PERI
OR, A
RIZO
NA 8
5173
2019 - Copyright - All designs, details, graphicand written material illustrated hereinconstitutes the original unpublished work of theArchitect and may not be copied, published,reproduced electronically or by any other means,used on other projects for construction orrecording without the written consent of theArchitect. All rights reserved.
C
DRAWING TITLE
DRAWING NUMBER
.
.
DATE COMMENT
.
19118
602.347.5226phoenix, arizona 85013
5229 north 7th avenue #101ARCHITECTURE - ROOF CONSULTING
Architechnology
REGI
STERED ARCHITECT
Dat e S igned . . . . . . . .
. . . . .
.
ARIZONA, U. S. A.
CERT IFICA TE NO.
28985LARRY M.
LIND
EXPIRES: 3-21-22
ROOF
ING
IMPR
OVEM
ENTS
SUPERIOR unified school district #15
KEY PLAN
JOH
N F.
KEN
NEDY
ELEM
ENTA
RY S
CHOO
L
SLOPE SLOPE
SLOPESLOPE
SLOP
E
SLOP
E
SLOP
E
SLOP
E
A2.11
A2.11
A2.11
A2.11
A2.11
A2.11
A2.11
A2.12
A2.17
A2.17
A2.112
5
5
5
11
13
13
13
1313
1313
13
1
3
4
6
1
3
4
6
RIDGE
RIDG
E
14
1
3
4
6
14
4
6
14
15
4
6
14
15
A1.1
BUILDING 1001ROOF PLAN
BUILDING 1001 ROOF PLANscale: 1/8" = 1'-0"
DRAWN BY:CHECKED BY:DATE:
REVISIONSNO.
.
.
PROJECT NO.:
SEPTEMBER 24, 2019L. LINDD. LIND
1500
PAN
THER
DRI
VESU
PERI
OR, A
RIZO
NA 8
5173
2019 - Copyright - All designs, details, graphicand written material illustrated hereinconstitutes the original unpublished work of theArchitect and may not be copied, published,reproduced electronically or by any other means,used on other projects for construction orrecording without the written consent of theArchitect. All rights reserved.
C
DRAWING TITLE
DRAWING NUMBER
.
.
DATE COMMENT
.
19118
602.347.5226phoenix, arizona 85013
5229 north 7th avenue #101ARCHITECTURE - ROOF CONSULTING
Architechnology
REGI
STERED ARCHITECT
Dat e S igned . . . . . . . .
. . . . .
.
ARIZONA, U. S. A.
CERT IFICA TE NO.
28985LARRY M.
LIND
EXPIRES: 3-21-22
ROOF
ING
IMPR
OVEM
ENTS
SUPERIOR unified school district #15
KEY PLAN
JOH
N F.
KEN
NEDY
ELEM
ENTA
RY S
CHOO
L
keyed notes
general notesA. CONTRACTOR TO REVIEW SPECIFICATIONS PRIOR
TO BID. NOTIFY ARCHITECT OF ANY CONFLICTS.
B. KEYNOTES ARE TYPICAL THROUGHOUT
C. ANY INCIDENTAL MECHANICAL, PLUMBING ORELECTRICAL ASSOCIATED WITH ROOFTOPEQUIPMENT SHALL BE PERFORMED BY PROPERLICENSED SUBCONTRACTORS UNDER THIS ROOFINGCONTRACT - ALL WORK SHALL BE PERFORMED TOCURRENT CODES
D. ADJUST EXISTING ELECTRICAL CONDUIT,CONDENSATE AND UTILITY LINES AS REQUIRED FORNEW ROOF HEIGHT. PROVIDE NEW DURA BLOKSUPPORTS - TYPICAL - SEE SPECIFICATIONS.
E. REMOVE EXISTING LOW VOLTAGE WIRE ANDREINSTALL AFTER ROOF REPLACEMENT
1. REMOVE EXISTING ROOFING SYSTEM TO DECK.CLEAN AND PREP DECK AS REQUIRED FOR NEWROOF - SEE SPECIFICATIONS
2. REMOVE SHINGLE ROOF SYSTEM TO WOODSUBSTRATE AND REPLACE PER SPECIFICATIONS
3. INSTALL NEW ROOFING ON COVER BOARD OVERRIGID INSULATION. NEW INSULATION THICKNESSTO MATCH EXISTING INSULATION THICKNESS.TYPICAL - SEE SPECIFICATIONS.
4. REMOVE AND REPLACE ALL METAL FLASHINGS,REGLETS, AND COUNTER FLASHINGS - TYPICAL - SEESPECIFICATIONS.
5. PROVIDE NEW FLASHING AT MECHANICAL CURBS.ENSURE CONDENSATE LINES ARE PROPERLYSUPPORTED. REMOVE AND REPLACE DUCTSEALANTS. - SEE SPECIFICATIONS - TYPICAL
6. REMOVE EXISTING SLEEPERS UNDER CONDUIT ANDPIPE. PROTECT DURING CONSTRUCTION ACTIVITIES.PROVIDE NEW DURA-BLOK SUPPORTS - TYPICAL
7. REMOVE AND REPLACE METAL SCUPPERS - PERSPECIFICATIONS
8. COAT ROOF SIDE OF PARAPET WALLS TO BOTTOMOF COPING - SEE SPECIFICATIONS
9. REMOVE ALL CONSTRUCTION JOINT CAULKINGFROM ROOF SIDE OF PARAPET AND REPLACE PERSPECIFICATIONS
10. PROVIDE NEW SUMPS AS REQUIRED AT EXISTINGDRAIN LOCATIONS. CLEAR ALL DRAIN PIPES ANDENSURE PROPER OPERATION - SEE SPECIFICATIONS- TYPICAL
11. EXITING SOLAR PANELS - PROTECT DURINGCONSTRICTION. RE SEAL SUPPORT PENETRATIONS
12. REMOVE AND REPLACE METAL COPING PERSPECIFICATIONS
13. NEW METAL GUTTERS AND DOWNSPOUTS PERSPECIFICATIONS
14. COAT ROOF - SEE SPECIFICATIONS15. REPAIR BLISTERS AND SPLITS
SLOPESLOPE
A2.11
A2.11
A2.17
A2.112
A2.112
5
5
5
1
3
4
6
1
3
4
6
RIDG
E
A1.2
BUILDING 1002ROOF PLAN
BUILDING 1002 ROOF PLANscale: 1/8" = 1'-0"
DRAWN BY:CHECKED BY:DATE:
REVISIONSNO.
.
.
PROJECT NO.:
SEPTEMBER 24, 2019L. LINDD. LIND
1500
PAN
THER
DRI
VESU
PERI
OR, A
RIZO
NA 8
5173
2019 - Copyright - All designs, details, graphicand written material illustrated hereinconstitutes the original unpublished work of theArchitect and may not be copied, published,reproduced electronically or by any other means,used on other projects for construction orrecording without the written consent of theArchitect. All rights reserved.
C
DRAWING TITLE
DRAWING NUMBER
.
.
DATE COMMENT
.
19118
602.347.5226phoenix, arizona 85013
5229 north 7th avenue #101ARCHITECTURE - ROOF CONSULTING
Architechnology
REGI
STERED ARCHITECT
Dat e S igned . . . . . . . .
. . . . .
.
ARIZONA, U. S. A.
CERT IFICA TE NO.
28985LARRY M.
LIND
EXPIRES: 3-21-22
ROOF
ING
IMPR
OVEM
ENTS
SUPERIOR unified school district #15
KEY PLAN
JOH
N F.
KEN
NEDY
ELEM
ENTA
RY S
CHOO
L
keyed notes
general notesA. CONTRACTOR TO REVIEW SPECIFICATIONS PRIOR
TO BID. NOTIFY ARCHITECT OF ANY CONFLICTS.
B. KEYNOTES ARE TYPICAL THROUGHOUT
C. ANY INCIDENTAL MECHANICAL, PLUMBING ORELECTRICAL ASSOCIATED WITH ROOFTOPEQUIPMENT SHALL BE PERFORMED BY PROPERLICENSED SUBCONTRACTORS UNDER THIS ROOFINGCONTRACT - ALL WORK SHALL BE PERFORMED TOCURRENT CODES
D. ADJUST EXISTING ELECTRICAL CONDUIT,CONDENSATE AND UTILITY LINES AS REQUIRED FORNEW ROOF HEIGHT. PROVIDE NEW DURA BLOKSUPPORTS - TYPICAL - SEE SPECIFICATIONS.
E. REMOVE EXISTING LOW VOLTAGE WIRE ANDREINSTALL AFTER ROOF REPLACEMENT
1. REMOVE EXISTING ROOFING SYSTEM TO DECK.CLEAN AND PREP DECK AS REQUIRED FOR NEWROOF - SEE SPECIFICATIONS
2. REMOVE SHINGLE ROOF SYSTEM TO WOODSUBSTRATE AND REPLACE PER SPECIFICATIONS
3. INSTALL NEW ROOFING ON COVER BOARD OVERRIGID INSULATION. NEW INSULATION THICKNESSTO MATCH EXISTING INSULATION THICKNESS.TYPICAL - SEE SPECIFICATIONS.
4. REMOVE AND REPLACE ALL METAL FLASHINGS,REGLETS, AND COUNTER FLASHINGS - TYPICAL - SEESPECIFICATIONS.
5. PROVIDE NEW FLASHING AT MECHANICAL CURBS.ENSURE CONDENSATE LINES ARE PROPERLYSUPPORTED. REMOVE AND REPLACE DUCTSEALANTS. - SEE SPECIFICATIONS - TYPICAL
6. REMOVE EXISTING SLEEPERS UNDER CONDUIT ANDPIPE. PROTECT DURING CONSTRUCTION ACTIVITIES.PROVIDE NEW DURA-BLOK SUPPORTS - TYPICAL
7. REMOVE AND REPLACE METAL SCUPPERS - PERSPECIFICATIONS
8. COAT ROOF SIDE OF PARAPET WALLS TO BOTTOMOF COPING - SEE SPECIFICATIONS
9. REMOVE ALL CONSTRUCTION JOINT CAULKINGFROM ROOF SIDE OF PARAPET AND REPLACE PERSPECIFICATIONS
10. PROVIDE NEW SUMPS AS REQUIRED AT EXISTINGDRAIN LOCATIONS. CLEAR ALL DRAIN PIPES ANDENSURE PROPER OPERATION - SEE SPECIFICATIONS- TYPICAL
11. EXITING SOLAR PANELS - PROTECT DURINGCONSTRICTION. RE SEAL SUPPORT PENETRATIONS
12. REMOVE AND REPLACE METAL COPING PERSPECIFICATIONS
13. NEW METAL GUTTERS AND DOWNSPOUTS PERSPECIFICATIONS
14. COAT ROOF - SEE SPECIFICATIONS15. REPAIR BLISTERS AND SPLITS
SLOPE
SLOPE
SLOPE
SLOPE
A2.11
A2.11
A2.12
A2.12
A2.12
A2.12
A2.17
A2.17
A2.112
A2.112
A2.112
A2.112
5
5
5
5
1
3
4
61
3
4
6
RIDG
E
14 14
1414
14 14
14 14
A1.3
BUILDING 1003ROOF PLAN
BUILDING 1003 ROOF PLANscale: 1/8" = 1'-0"
DRAWN BY:CHECKED BY:DATE:
REVISIONSNO.
.
.
PROJECT NO.:
SEPTEMBER 24, 2019L. LINDD. LIND
1500
PAN
THER
DRI
VESU
PERI
OR, A
RIZO
NA 8
5173
2019 - Copyright - All designs, details, graphicand written material illustrated hereinconstitutes the original unpublished work of theArchitect and may not be copied, published,reproduced electronically or by any other means,used on other projects for construction orrecording without the written consent of theArchitect. All rights reserved.
C
DRAWING TITLE
DRAWING NUMBER
.
.
DATE COMMENT
.
19118
602.347.5226phoenix, arizona 85013
5229 north 7th avenue #101ARCHITECTURE - ROOF CONSULTING
Architechnology
REGI
STERED ARCHITECT
Dat e S igned . . . . . . . .
. . . . .
.
ARIZONA, U. S. A.
CERT IFICA TE NO.
28985LARRY M.
LIND
EXPIRES: 3-21-22
ROOF
ING
IMPR
OVEM
ENTS
SUPERIOR unified school district #15
KEY PLAN
JOH
N F.
KEN
NEDY
ELEM
ENTA
RY S
CHOO
L
keyed notes
general notesA. CONTRACTOR TO REVIEW SPECIFICATIONS PRIOR
TO BID. NOTIFY ARCHITECT OF ANY CONFLICTS.
B. KEYNOTES ARE TYPICAL THROUGHOUT
C. ANY INCIDENTAL MECHANICAL, PLUMBING ORELECTRICAL ASSOCIATED WITH ROOFTOPEQUIPMENT SHALL BE PERFORMED BY PROPERLICENSED SUBCONTRACTORS UNDER THIS ROOFINGCONTRACT - ALL WORK SHALL BE PERFORMED TOCURRENT CODES
D. ADJUST EXISTING ELECTRICAL CONDUIT,CONDENSATE AND UTILITY LINES AS REQUIRED FORNEW ROOF HEIGHT. PROVIDE NEW DURA BLOKSUPPORTS - TYPICAL - SEE SPECIFICATIONS.
E. REMOVE EXISTING LOW VOLTAGE WIRE ANDREINSTALL AFTER ROOF REPLACEMENT
1. REMOVE EXISTING ROOFING SYSTEM TO DECK.CLEAN AND PREP DECK AS REQUIRED FOR NEWROOF - SEE SPECIFICATIONS
2. REMOVE SHINGLE ROOF SYSTEM TO WOODSUBSTRATE AND REPLACE PER SPECIFICATIONS
3. INSTALL NEW ROOFING ON COVER BOARD OVERRIGID INSULATION. NEW INSULATION THICKNESSTO MATCH EXISTING INSULATION THICKNESS.TYPICAL - SEE SPECIFICATIONS.
4. REMOVE AND REPLACE ALL METAL FLASHINGS,REGLETS, AND COUNTER FLASHINGS - TYPICAL - SEESPECIFICATIONS.
5. PROVIDE NEW FLASHING AT MECHANICAL CURBS.ENSURE CONDENSATE LINES ARE PROPERLYSUPPORTED. REMOVE AND REPLACE DUCTSEALANTS. - SEE SPECIFICATIONS - TYPICAL
6. REMOVE EXISTING SLEEPERS UNDER CONDUIT ANDPIPE. PROTECT DURING CONSTRUCTION ACTIVITIES.PROVIDE NEW DURA-BLOK SUPPORTS - TYPICAL
7. REMOVE AND REPLACE METAL SCUPPERS - PERSPECIFICATIONS
8. COAT ROOF SIDE OF PARAPET WALLS TO BOTTOMOF COPING - SEE SPECIFICATIONS
9. REMOVE ALL CONSTRUCTION JOINT CAULKINGFROM ROOF SIDE OF PARAPET AND REPLACE PERSPECIFICATIONS
10. PROVIDE NEW SUMPS AS REQUIRED AT EXISTINGDRAIN LOCATIONS. CLEAR ALL DRAIN PIPES ANDENSURE PROPER OPERATION - SEE SPECIFICATIONS- TYPICAL
11. EXITING SOLAR PANELS - PROTECT DURINGCONSTRICTION. RE SEAL SUPPORT PENETRATIONS
12. REMOVE AND REPLACE METAL COPING PERSPECIFICATIONS
13. NEW METAL GUTTERS AND DOWNSPOUTS PERSPECIFICATIONS
14. COAT ROOF - SEE SPECIFICATIONS15. REPAIR BLISTERS AND SPLITS
SLOPESLOPE
SLOPESLOPE
SLOPESLOPE
A2.111
A2.111
A2.111
A2.111
A2.116
A2.116
A2.116
A2.116
A2.112
A2.112
A2.112
A2.112
A2.113
A2.117
A2.113
A2.117
A2.113
A2.117
A2.113
A2.117
A2.115
A2.115
1
2
3
4
4
55
556
6
12
128
8
88
9
9
99
1010
10
10
11
11
11
11 11
11
11
11
1111
7
7
7
12
7
12
13
13
1
3
4
6
1
3
4
6
1
3
4
6
RIDG
E
A1.4
BUILDING 1004ROOF PLAN
BUILDING 1004 ROOF PLANscale: 1/8" = 1'-0"
DRAWN BY:CHECKED BY:DATE:
REVISIONSNO.
.
.
PROJECT NO.:
SEPTEMBER 24, 2019L. LINDD. LIND
1500
PAN
THER
DRI
VESU
PERI
OR, A
RIZO
NA 8
5173
2019 - Copyright - All designs, details, graphicand written material illustrated hereinconstitutes the original unpublished work of theArchitect and may not be copied, published,reproduced electronically or by any other means,used on other projects for construction orrecording without the written consent of theArchitect. All rights reserved.
C
DRAWING TITLE
DRAWING NUMBER
.
.
DATE COMMENT
.
19118
602.347.5226phoenix, arizona 85013
5229 north 7th avenue #101ARCHITECTURE - ROOF CONSULTING
Architechnology
REGI
STERED ARCHITECT
Dat e S igned . . . . . . . .
. . . . .
.
ARIZONA, U. S. A.
CERT IFICA TE NO.
28985LARRY M.
LIND
EXPIRES: 3-21-22
ROOF
ING
IMPR
OVEM
ENTS
SUPERIOR unified school district #15
KEY PLAN
JOH
N F.
KEN
NEDY
ELEM
ENTA
RY S
CHOO
L
keyed notes
general notesA. CONTRACTOR TO REVIEW SPECIFICATIONS PRIOR
TO BID. NOTIFY ARCHITECT OF ANY CONFLICTS.
B. KEYNOTES ARE TYPICAL THROUGHOUT
C. ANY INCIDENTAL MECHANICAL, PLUMBING ORELECTRICAL ASSOCIATED WITH ROOFTOPEQUIPMENT SHALL BE PERFORMED BY PROPERLICENSED SUBCONTRACTORS UNDER THIS ROOFINGCONTRACT - ALL WORK SHALL BE PERFORMED TOCURRENT CODES
D. ADJUST EXISTING ELECTRICAL CONDUIT,CONDENSATE AND UTILITY LINES AS REQUIRED FORNEW ROOF HEIGHT. PROVIDE NEW DURA BLOKSUPPORTS - TYPICAL - SEE SPECIFICATIONS.
E. REMOVE EXISTING LOW VOLTAGE WIRE ANDREINSTALL AFTER ROOF REPLACEMENT
1. REMOVE EXISTING ROOFING SYSTEM TO DECK.CLEAN AND PREP DECK AS REQUIRED FOR NEWROOF - SEE SPECIFICATIONS
2. REMOVE SHINGLE ROOF SYSTEM TO WOODSUBSTRATE AND REPLACE PER SPECIFICATIONS
3. INSTALL NEW ROOFING ON COVER BOARD OVERRIGID INSULATION. NEW INSULATION THICKNESSTO MATCH EXISTING INSULATION THICKNESS.TYPICAL - SEE SPECIFICATIONS.
4. REMOVE AND REPLACE ALL METAL FLASHINGS,REGLETS, AND COUNTER FLASHINGS - TYPICAL - SEESPECIFICATIONS.
5. PROVIDE NEW FLASHING AT MECHANICAL CURBS.ENSURE CONDENSATE LINES ARE PROPERLYSUPPORTED. REMOVE AND REPLACE DUCTSEALANTS. - SEE SPECIFICATIONS - TYPICAL
6. REMOVE EXISTING SLEEPERS UNDER CONDUIT ANDPIPE. PROTECT DURING CONSTRUCTION ACTIVITIES.PROVIDE NEW DURA-BLOK SUPPORTS - TYPICAL
7. REMOVE AND REPLACE METAL SCUPPERS - PERSPECIFICATIONS
8. COAT ROOF SIDE OF PARAPET WALLS TO BOTTOMOF COPING - SEE SPECIFICATIONS
9. REMOVE ALL CONSTRUCTION JOINT CAULKINGFROM ROOF SIDE OF PARAPET AND REPLACE PERSPECIFICATIONS
10. PROVIDE NEW SUMPS AS REQUIRED AT EXISTINGDRAIN LOCATIONS. CLEAR ALL DRAIN PIPES ANDENSURE PROPER OPERATION - SEE SPECIFICATIONS- TYPICAL
11. EXITING SOLAR PANELS - PROTECT DURINGCONSTRICTION. RE SEAL SUPPORT PENETRATIONS
12. REMOVE AND REPLACE METAL COPING PERSPECIFICATIONS
13. NEW METAL GUTTERS AND DOWNSPOUTS PERSPECIFICATIONS
14. COAT ROOF - SEE SPECIFICATIONS15. REPAIR BLISTERS AND SPLITS
ROOF TO WALL 1 SCALE: 1-1/2"=1'-0"
PITCH PANSCALE: 1-1/2"=1'-0"9
EQUIPMENT SUPPORTSCALE: 1-1/2"=1'-0"8
HEAT STACKSCALE: 1-1/2"=1'-0"10
7 SCALE: 1-1/2" = 1'-0"
PASSIVE VENT / AIR INTAKE
PARAPET13 SCALE: 1-1/2"=1'-0"
13 SCALE: 1-1/2" = 1'-0"14 SCALE: 1-1/2" = 1'-0"
PRE FAB CORNER COPINGCOPING JOINT
FABRICATED METAL CORNERS(TYPICAL ALL CORNERS)
DASHED LINES INDICATE COPING ONPARAPET WALL BELOW
CONTINUOUS SEALANT @ ALL EDGES
2'-0
" MIN
(TYP
)
4"4"1/4" COPING JOINT BELOW
FABRICATED METAL COVER
DASHED LINES INDICATECOPING ON PARAPET WALLBELOW
CONTINUOUS SEALANT AT ALLEDGES
OVER FLOW SCUPPERSCALE: 1-1/2"=1'-0"11
12 SCALE: 1-1/2" = 1'-0"
NEW METAL COPING TO MATCHEXISTING - PAINT TO MATCHCAMPUS STANDARD6" CONCEALED SPLICE PLATE @EACH JOINTANCHOR CHAIR
(4) FASTENERS PER ANCHOR CHAIR
EXTEND PLIES OVER BLOCKING -FASTEN @ 8" O.C.
EXHAUST FANSCALE: 1-1/2"=1'-0"3
A.H.U. FLASHING
METAL EXHAUST FANCOVER
FLASHING CAP PLYFASTENED @8" O.C.
FLASHING CAP PLY 9" MIN.ON FIELD
FLASHING BASE PLY
CANT STRIP
MODIFIED CAP PLY
BASE PLY
COVER BOARD OVER POLYISO INSULATION PERSPECIFICATION
EXISTING STRUCTURALDECK
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
COVER BOARD OVER POLY ISOINSULATION PER SPECIFICATION
STRUCTURAL DECK
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
COVER BOARD OVER1" POLY ISO PERSPECIFICATION
CANT
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
BASE PLYMODIFIED CAP
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
4 SCALE: 1-1/2" = 1'-0"
PIPE PENETRATION
FLASHING CAP PLYFASTENED @ 8" O.C.
FLASHING CAP PLY9"MIN. ON FIELD
FLASHING BASE PLY
CANT STRIP
MODIFIED CAP PLY
COVER BOARD OVERPOLY ISOINSULATION PERSPECIFICATIONEXISTING STRUCTURALDECK
8" M
IN
PASSIVE VENT - AIRINTAKE
8" M
IN
PITCH POCKETSCALE: 1-1/2"=1'-0"6
SHEET METAL PITCH PANSOLDERED / WELDEDWATER TIGHT 4" MINHEIGHT
MODIFIED CAP PLY 9"MIN. ON FIELD
FLASHING BASE PLY 6"MIN. ON FIELD
BASE PLYMODIFIED CAP
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
ROLL DOWN LEADS FLASHING 1"MINIMUM DOWN INTO PIPE
PLUMBING VENT STACK
POLYURETHANE SEALANT
MODIFIED CAP PLY 12" MIN. ONFIELD
FLASHING BASE PLY 8" MIN. ONFIELD
BASE PLY
MODIFIEDCAP PLY
COVER BOARD OVER POLY ISOINSULATION PER SPECIFICATION
SET LEAD FLANGE IN MASTIC, PRIMEFLANGE BEFORE STRIPPING
EXISTING STRUCTURAL DECK
4" MIN
12" M
IN
RAIS
E CU
RBAS
REQ
UIRE
D
RAIS
E CU
RBAS
REQ
UIRE
D
8" M
IN.
RAIS
E CU
RBAS
REQ
UIRE
D
RAIS
E CU
RBAS
REQ
UIRE
D
ROOF HATCH DETAIL5 SCALE: 1-1/2" = 1'-0"
ROOF HATCH
BUILT UP ROOFING
LADDER TO ROOF
4" FIBER CANT
WOOD BLOCKING
7" MIN
LADDER RUNGS TO BESPACED AT 12" O.C. MAX.AND HAVE A MINIMUMDIAMETER OF 3 4" AND BECAPABLE OF WITHSTANDING A 300 POUNDLOAD
LADDER RAILS TO BEMINIMUM 18" WIDE
RETRACTABLE LADDERSAFETY POST
8" M
INIM
UM
RAIS
E AS
REQ
UIRE
D
ROOF TO WALL 17 SCALE: 1-1/2"=1'-0"
STRUCTURAL DECKCOVER BOARD OVER POLY ISOINSULATION - PERSPECIFICATIONCANT STRIP
FLASHING BASE PLY
FLASHING CAP PLY
TERMINATION BARFASTENED @ 8" O.C. THRUBUTYL TAPE
POLYURETHANE SEALANT
COUNTER FLASHING FASTENED@ 8" O.C.
POLYURETHANE SEALANT
8" M
IN
PROVIDE WALL COATINGWITH BLOCK FILL
FLASHING CAP PLY
TERMINATION BARFASTENED @ 8" O.C. THRUBUTYL TAPE
POLYURETHANE SEALANT
COUNTER FLASHING FASTENED@ 8" O.C.
POLYURETHANE SEALANT
PROVIDE WALL COATINGWITH BLOCK FILL
EXISTING FRAMING
EXISTING T & G DECK
NEW TREATED 2X6CONTINUOUS
NEW METAL DRIP EDGE PERSPECIFICATIONS
NEW ROOF SYSTEM OVER NEWINSULATION PERSPECIFICATIONS
NEW METAL GUTTER - SEESPECIFCIATIONS
8" M
IN
EXISTING CURB -VERIFY HEIGHT ISSUFFICIENT FOR 8"MINIMUM FLASHING
FLASHING CAP PLY
NEW ROOF SYSTEMOVER NEWINSULATION PERSPECIFICATIONS
SKYLIGHT2 SCALE: 1-1/2"=1'-0"
COUNTERFLASHINGANCHORED 8" O.C.
SET METAL FLANGE INROOF CEMENT AND PRIMEPRIOR TO STRIPPING
FLASHING CAP PLY 9" MIN.ON FIELDFLASHING BASE PLY
MODIFIED CAP PLY
BASE PLY
CANT STRIPPOLYURETHANE SEALANT
15 SCALE: 1-1/2" = 1'-0"
ROOF EDGE
EXISTING DECK
EXISTING SOFFITNEW METAL GUTTER -SEE SPECIFICATIONS
NEW TREATED 2X SHAPEDWITH ROOF SLOPE
NEW SHINGLE ROOF SYSTEM- SEE SPECIFICATIONS
EXISTING WOODDECK TO REMAIN
EXISTINGINSULATION TOREMAIN
NEW SHEET METALCAP
CONDUIT
DURA BLOKSUPPORT
SACRIFICE SHEET
ROOFING
ROOF TOP PIPE SUPPORT11 3"=1'-0"
BOLTS WITH NEOPRENEWASHERS
FLASHING CAP FASTENED @8" O.C.
NEOPRENE PAD
METAL CAP SECUREDAPPROX. 24" O.C. W/FASTENERS & NEOPRENEWASHERS
FLASHING CAP PLY 9" MIN.ON FIELDFLASHING BASE PLY
MODIFIED CAP PLY
BASE PLY
INSULATION / BASE SHEET -FASTEN PER PREDICATIONS
8" M
IN.
PRE MANUFACTURED SUPPORT CURB12 3"=1'-0"
FRONT VIEW
CONDUIT
CLAMP - SEEMANUFACTURER'SSPECIFICATIONS TODETERMINE PROPERATTACHMENT FOR PIPESIZE
SACRIFICE SHEET
ROOFING
DURA BLOKSUPPORT
CLAMP - SEEMANUFACTURER'SSPECIFICATIONSTO DETERMINEPROPERATTACHMENTFOR PIPE SIZE
LEAD FLASHING 30" SQ. MIN.SET IN MASTIC, WRAPPEDDOWN 2" MIN. PRIME TOPSURFACE BEFORE FLASHING
MODIFIED CAP PLY MIN 48"
STRAINER
CLAMPING RING
FLASHING BASE PLY
BASE PLY
MODIFIEDCAP PLY
STRUCTURAL DECK
DECK CLAMPINSULATION / BASESHEET - FASTEN PERSPECIFICATIONROOF DRAIN16 3"=1'-0"
DETAILS
A2.1
DRAWN BY:CHECKED BY:DATE:
REVISIONSNO.
.
.
PROJECT NO.:
SEPTEMBER 24, 2019L. LINDD. LIND
1500
PAN
THER
DRI
VESU
PERI
OR, A
RIZO
NA 8
5173
2019 - Copyright - All designs, details, graphicand written material illustrated hereinconstitutes the original unpublished work of theArchitect and may not be copied, published,reproduced electronically or by any other means,used on other projects for construction orrecording without the written consent of theArchitect. All rights reserved.
C
DRAWING TITLE
DRAWING NUMBER
.
.
DATE COMMENT
.
19118
602.347.5226phoenix, arizona 85013
5229 north 7th avenue #101ARCHITECTURE - ROOF CONSULTING
Architechnology
REGI
STERED ARCHITECT
Dat e S igned . . . . . . . .
. . . . .
.
ARIZONA, U. S. A.
CERT IFICA T E NO.
28985LARRY M.
LIND
EXPIRES: 3-21-22
ROOF
ING
IMPR
OVEM
ENTS
SUPERIOR unified school district #15
KEY PLAN
JOH
N F.
KEN
NEDY
ELEM
ENTA
RY S
CHOO
L