unified school district #15 JOHN F. KENNEDY ELEMENTARY …€¦ · submitted then bid must be to roof manufacture specified as "basis of design" general notes a.all new roof penetrations

BUILDING WEATHERIZATION

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 9/

24/1

9

ARCHITECHNOLOGY

WEATHERIZATIO

N

CONSTRUCTION DOCUMENT SET 9/24/19

SUPERIOR unified school district #15

ELEMENTARY SCHOOL

GENERAL INFORMATIONSITE PLAN

G1.1

project information

applicable codes

PROJECT NAME: BUILDING WEATHERIZATION

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 FLOOR PLANA1.2 BUILDING 1002 FLOOR PLANA1.3 BUILDING 1003 FLOOR PLANA1.4 BUILDING 1004 FLOOR PLANA2.1 BUILDING 1001 EXTERIOR ELEVATIONSA2.2 BUILDING 1002 EXTERIOR ELEVATIONSA2.3 BUILDING 1003 EXTERIOR ELEVATIONSA2.4 BUILDING 1004 EXTERIOR ELEVATIONS

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

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BUILDING 1001

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DRAWN BY:CHECKED BY:DATE:

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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.

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602.347.5226phoenix, arizona 85013

5229 north 7th avenue #101ARCHITECTURE - ROOF CONSULTING

Architechnology

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AutoCAD SHX Text

a. All nails are smooth-common, box or deformed shanks except where otherwise stated. All nails are smooth-common, box or deformed shanks except where otherwise stated. b. Staples are 16 gage wire and have a min. 7/16" on diameter crown width. Staples are 16 gage wire and have a min. 7/16" on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater d. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(1) Spacing of fasteners not included in this table shall be based on Table R602.3(1) f. For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood abd For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood abd wood structural panel roof sheathing to framing within min. 48-inch distance from gable end walls, if mean roof height is more that 25 feet, up to 35 feet max. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speeds is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for min. 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 70 and shall be installed in accordance with GA 253. Fiberboard sheathing Gypsum sheathing shall conform to ASTM C 70 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to either AHA 194.1 or ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters. Blocking of roof or floor sheathing panel edges perpendicular to the framing members shall not be required at intersection of adjacent roof planes. Floor and roof perimeter shall be supported by framing members or solid blocking.

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28985LARRY M.

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L

1/A2.4

2/A2

.4

3/A2.4

4/A2

.4

A1.4




REVISIONSNO.

.

.

PROJECT NO.:


1500

PAN

THER

DRI

VEW

SUPE

RIOR

, ARI

ZONA

851

73


C

DRAWING TITLE

DRAWING NUMBER

.

.

DATE COMMENT

.

19118



Architechnology

REGI

STERED ARCHITECT

Dat e S igned . . . . . . . .

. . . . .

.

ARIZONA, U. S. A.

CERT IFICA TE NO.

28985LARRY M.

LIND

EXPIRES: 3-21-22

WEA

THER

IZAT

ION


KEY PLAN

JOH

N F.

KEN

NEDY

ELEM

ENTA

RY S

CHOO

L

0'-0" FINISHED FLOOR

+9'-8" A.F.F.TOP PLATE

+16'-8"±RIDGE



+14'-0"±RIDGE

3 333

7

8812

49

12

49



+16'-8"±RIDGE



+14'-0"±RIDGE

333

7

6

6

8812

49

12

49



+16'-8"±RIDGE

3333333

7

77

88

88

8

8

8

12

4912

49



+14'-0"±RIDGE

+16'-8"±RIDGE

33

6

77

788

812

49

12

49

A2.1

BUILDING 1001ELEVATIONS

DETAIL NUMBER

SHEET NUMBER

1

A.0110

KEYED NOTE

legend

EAST elevationscale: 1/8" = 1'-0"1

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. CLEAN ALL VERTICAL MASONRY CRACKS BYGRINDING OR WIRE BRUSHING TO CLEAR ARE OFCONTAMINATION. APPLY PATCHING COMPOUNDPER SPECIFICATIONS

2. REMOVE ALL EXTERIOR BUILDING SEALANTS.INSTALL NEW BACKER ROD AND SEALANT PERSPECIFICATIONS

3. PROVIDE NEW SEALANT AT THE INTERFACE OF ALLGLASS UNITS AND THE ADJOINING FRAME AND / ORGASKETS OF ALL EXISTING WINDOW UNITS - SEESPECIFICATIONS

4. ON ALL HORIZONTAL AND VERTICAL SURFACES.PREP, SPOT PRIME AS REQUIRED AND PAINT TOMATCH - SEE SPECIFICATIONS

5. PREP AND BLOCK FILL ALL COATED AND EXPOSEDCMU BLOCK PER MANUFACTURER'S INSTRUCTIONSAND SPECIFICATIONS - COLOR TO MATCH EXISTING

6. REMOVE AND REPLACE ALL DAMAGED AND ROTTEDWOOD TRIM AND SIDING. PAINT TO MATCHEXISTING - SEE SPECIFICATIONS

7. CLEAN, PRIME AND PAINT ALL WOOD SURFACES -SEE SPECIFICATIONS

8. CLEAN, PRIME AND PAINT ALL METAL SURFACES -SEE SPECIFICATIONS

9. COAT OR SEAL ENTIRE EXTERIOR FACADE,INCLUDING ALL ASSOCIATED METAL AROUND THEENTIRE PERIMETER STARTING FROM THE FINISHEDFLOOR EXTENDING UP TO THE METAL PARAPET CAP

10. VERIFY EXISTING CONTROL JOINTS - REPLACE ASREQUIRED

11. PATCH STUCCO AS REQUIRED AND PAINT. SEESPECIFICATIONS


REVISIONSNO.

.

.

PROJECT NO.:


1500

PAN

THER

DRI

VEW

SUPE

RIOR

, ARI

ZONA

851

73


C

DRAWING TITLE

DRAWING NUMBER

.

.

DATE COMMENT

.

19118



Architechnology

REGI

STERED ARCHITECT

Dat e S igned . . . . . . . .

. . . . .

.

ARIZONA, U. S. A.

CERT IFICA TE NO.

28985LARRY M.

LIND

EXPIRES: 3-21-22

WEA

THER

IZAT

ION


KEY PLAN

JOH

N F.

KEN

NEDY

ELEM

ENTA

RY S

CHOO

L

WEST elevationscale: 1/8" = 1'-0"2

NORTH elevationscale: 1/8" = 1'-0"3

SOUTH elevationscale: 1/8" = 1'-0"4



+12'-10"±RIDGE 7

12

49



+12'-10"±RIDGE

3 3 3

778

12

49



+12'-10"±RIDGE 77

812

49



+12'-10"±RIDGE

12

3 3 34

7

8

8

89

A2.2


DETAIL NUMBER

SHEET NUMBER

1

A.0110

KEYED NOTE

legend


keyed notes



















REVISIONSNO.

.

.

PROJECT NO.:


1500

PAN

THER

DRI

VEW

SUPE

RIOR

, ARI

ZONA

851

73


C

DRAWING TITLE

DRAWING NUMBER

.

.

DATE COMMENT

.

19118



Architechnology

REGI

STERED ARCHITECT

Dat e S igned . . . . . . . .

. . . . .

.

ARIZONA, U. S. A.

CERT IFICA TE NO.

28985LARRY M.

LIND

EXPIRES: 3-21-22

WEA

THER

IZAT

ION


KEY PLAN

JOH

N F.

KEN

NEDY

ELEM

ENTA

RY S

CHOO

L






+13'-4"±RIDGE

3 3

8 8

8

10 1011 11



+13'-4"±RIDGE

33 33 88

8

101010101011 11



+13'-4"±RIDGE

33

8

8

10101010

11 11



+13'-4"±RIDGE

3 333 8

8

1010101010 1111

A2.3


DETAIL NUMBER

SHEET NUMBER

1

A.0110

KEYED NOTE

legend


keyed notes



















REVISIONSNO.

.

.

PROJECT NO.:


1500

PAN

THER

DRI

VEW

SUPE

RIOR

, ARI

ZONA

851

73


C

DRAWING TITLE

DRAWING NUMBER

.

.

DATE COMMENT

.

19118



Architechnology

REGI

STERED ARCHITECT

Dat e S igned . . . . . . . .

. . . . .

.

ARIZONA, U. S. A.

CERT IFICA TE NO.

28985LARRY M.

LIND

EXPIRES: 3-21-22

WEA

THER

IZAT

ION


KEY PLAN

JOH

N F.

KEN

NEDY

ELEM

ENTA

RY S

CHOO

L






+28'-11"±RIDGE

55

8

8

8

8

1010


+14'-4" A.F.F.TOP OF PARAPET

+28'-11"±RIDGE

3 3 3 3 3 3 3 3 355

88

101010101010



+28'-11"±RIDGE

55

8

8

8

1010


+14'-4" A.F.F.TOP OF PARAPET

+28'-11"±RIDGE

33333333355

8

8

101010101010

A2.4


DETAIL NUMBER

SHEET NUMBER

1

A.0110

KEYED NOTE

legend


keyed notes



















REVISIONSNO.

.

.

PROJECT NO.:


1500

PAN

THER

DRI

VEW

SUPE

RIOR

, ARI

ZONA

851

73


C

DRAWING TITLE

DRAWING NUMBER

.

.

DATE COMMENT

.

19118



Architechnology

REGI

STERED ARCHITECT

Dat e S igned . . . . . . . .

. . . . .

.

ARIZONA, U. S. A.

CERT IFICA TE NO.

28985LARRY M.

LIND

EXPIRES: 3-21-22

WEA

THER

IZAT

ION


KEY PLAN

JOH

N F.

KEN

NEDY

ELEM

ENTA

RY S

CHOO

LEAST elevationscale: 1/8" = 1'-0"2

