DRAPER POLICE ADDITION - thinkaec.com MATERIALS D.B.A. DEFORMED BAR ANCHOR A.S.T.M. M.C.J. FDTN. FOUNDATION F.E. FIRE EXTINGUISHER MECH. FDN. FOUNDATION MAT. STD. STANDARD STIFF. STIFFENER

FLOOR OR POINT ELEVATION

CENTER LINE

KEY NOTE

WALL TYPE

DOOR NUMBER

WINDOW NUMBER

FIXTURE TAG

REVISION TAG

DETAIL

BUILDING SECTION

ROOM NAME & NUMBER

WALL SECTION

MASTER GRID LINES

X-XX

XXX

Room name101

1A101

SIM

SPECIFICATION KEY NOTE

XX

-

INTERIOR ELEVATIONA101

1 Ref

1

Ref

1

Ref

1 Ref

-A

1

A101

1Ref

1Ref

1 Ref

1Ref

BUILDING ELEVATION

PARKING GRID LINES

-

-A

1

BUILDING GRID LINES

-

-

A

1X

CONCRETE MASONRY UNIT

BRICK VENEER

STONE VENEER

CONCRETE

GYPSUM BOARD OR GROUTMORTARBATT INSULATION

RIGID INSULATION

PLYWOOD

ROUGH WOOD-CONTINUOUS

ROUGH WOOD-BLOCKING

WOOD TRIM

STEEL

GRAVEL

EARTH

E.I.F.S.

B1

?

?

1A101

SIM

PROJECT LOCATION

STEEL JOIST INSTITUTE

STEEL DECK INSTITUTE

DWGS.

ELEV.

EXIST. EXPAN.

OF ARCHITECTS

ARCHITECT/ARCHITECTURAL APPROXIMATE APPROX.

ARCH.

ALUM. ALUMINUM

F.D.

EXT.

E.W.C.

DIAMETER

ANCHOR BOLT THREE LAYERS

CENTER LINE

AMERICAN INSTITUTE ABOVE FINISH FLOOR ADJUSTABLE

ABV.

A.F.F. A.I.A.

ADJ.

3L A.B.

L

ABOVE

ANGLE

@#

AT NUMBER

EQ.

E.W. E.S.

EL.

E.F. E.J.

EA.

DTL.

HYDRANT

INSIDE FACE

AIR CONDITIONING HEATING/VENTILATION/

INSIDE DIAMETER

INFORMATION INSULATION

MAINTENANCE

MAXIMUM

LIGHT WEIGHT

LAVATORY

MANUFACTURER

LT. WT.

EXPANSION

ELECTRIC WATER COOLER

EXTERIOR

FLOOR DRAIN

MANUF. MAX.

MAINT.

ELEVATION ELEVATION

EACH FACE

EACH SIDE EACH WAY EXISTING

EXPANSION JOINT

EQUAL

DRAWINGS DETAIL

EACH

HYD

LAV.

INFO. INSUL.

LT.

I.F. IN.

I.D.

LIGHT

INCHES

HVAC HT. HEIGHT

SIMILAR S.J.I. SPEC. STC SOUND TRANSMISSION

SPECIFICATION

SHR. SHT. SIM.

REINF.

R.O.

S.D.I. SCHED.

REQ'D RM.

R.D. RAD.

QTY.

ROOM

REINFORCED REQUIRED

ROUGH OPENING

SHOWER SHEET

SCHEDULE

RADIUS

QUANTITY ROOF DRAIN

MASONRY CONTROL JOINT MECHANICAL

MATERIAL

AMERICAN SOCIETY FOR TESTING MATERIALS DEFORMED BAR ANCHOR D.B.A.

A.S.T.M.

M.C.J.

FDTN. FOUNDATION FIRE EXTINGUISHER F.E.

MECH.

FOUNDATION FDN.

MAT.

STANDARD STD. STIFF. STIFFENER

COEFFICIENT

MANUFACTURER MINIMUM

BITUM. BD. BOARD

BITUMINOUS

FIRE EXTINGUISHER CABINET F.E.C.

MFR. MIN.

STR. SUPER.

STRUCTURAL SUPERVISOR

MISCELLANEOUS MASONRY OPENING

NOT TO SCALE

NOT IN CONTRACT NUMBER

METAL

BRG.

BOT. B.P.

BOTTOM BASE PLATE BEARING

BLDG.

B.O. B.M.

BUILDING

BOTTOM OF BENCHMARK

FINISH FLOOR

GAGE/GAUGE

FT.

GA. FTG.

FEET FOOTING

FLR.

F.F. FIN.

FLOOR FINISH

N.T.S.

N.I.C. NO.

M.O. MISC.

MTL.

T.O.A. T.O.C. T.O.F.

SUSP. THRU T.O.

TOP OF ASPHALT TOP OF CURB TOP OF FOOTING

SUSPENDED THROUGH TOP OF

PARTITION

OPPOSITE

PROTECTION

POUNDS PER SQUARE INCH

POUNDS PER LINEAL FOOT

SQUARE FOOT POUNDS PER

OPEN WEB STEEL JOIST

POUNDS PER CUBIC FOOT PERPENDICULAR

OVERHEAD DOOR

PAINTED

PLATE

CONCRETE MASONRY UNIT

CONSTRUCTION

CONTRACTION JOINT

DET. DIA.

DETAIL DIAMETER

CONST.

DBL.

COORD.

DEPT

C.T.J. C.P.

DOUBLE DEPARTMENT

CAP PLATE COORDINATE

CONT. CONC. COL.

CLR. CMU

COLUMN

CONTINUOUS CONCRETE

CLEAR

HEADED STUD ANCHOR HR. H.S.A.

HOUR

P.S.I.

HOLLOW METAL

HANDICAPPED

GOVERNMENT FURNISHED

GALLONS PER MINUTE

GYPSUM WALL BOARD GYPSUM WALL BOARD

GOVERNMENT INSTALLED

GOVERNMENT

HORIZONTAL

GWB.

H.M. HDW. HC. GYP. BD.

HORIZ.

HARDWARE

GOVT. GND. GPM

GFGI

GROUND

PERP.

PNTD. PROT. P.S.F.

P.L.F. PL.

O.W.S.J. PART. P.C.F.

OPP. OHD

VEST.

W.W.F. WD.

VNR. W/

VERT.

U.N.O.

VCT

VESTIBULE

WELDED WIRE FABRIC WOOD

VENEER WITH

VINYL COMPOSITION

VERTICAL TILE

UNLESS NOTED OTHERWISE

OUTSIDE DIAMETER

ON CENTER

OUTSIDE FACE OVERHEAD

CONSTRUCTION JOINT

BTWN.

C.J. CER.

CLG.

CERAMIC

CEILING

BETWEEN

GOVERNMENT FURNISHED GALVANIZED

CONTRACTOR INSTALLED GFCI GALV. GAL. GALLON

O.D. O.F. O.H.

O.C.

T. T.O.W. TYP.

T.O.S.

TOP OF WALL OR SIDEWALK

TYPICAL

TOP OF SLAB

Ø

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:

ArchitectureInterior DesignLandscape ArchitectureLand PlanningConstruction Management

5151 South 900 East, Suite 200Salt Lake City, Ut 84117

ph. 801.269.0055fax 801.269.1425

www.thinkaec.com

The designs shown and described herein includingall technical drawings, graphic representation &models thereof, are proprietary & can not becopied, duplicated, or commercially exploited inwhole or in part without the sole and expresswritten permission from THINK Architecture, inc.

These drawings are available for limited reviewand evaluation by clients, consultants,contractors, government agencies, vendors, andoffice personnel only in accordance with thisnotice.

SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

53:4

5 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

COVER SHEET

G000

BID

SET

VICINITY MAP ABBREVIATIONS GRAPHIC SYMBOLS/MATERIALS LEGEND

NORTH

PROJECT:

ADDRESS: 1020 E. PIONEER ROAD (12400 SOUTH), DRAPER, UT 84020

DRAPER POLICE ADDITION

INDEX GENERALG000 COVER SHEETG001 PROJECT GENERAL NOTESG002 CODE ANALYSISG003 SITE PLAN- CODE ANALYSIS

G003A LOWER FLOOR PLAN- CODE ANALYSISG003B MAIN FLOOR PLAN- CODE ANALYSISG003C UPPER FLOOR PLAN- CODE ANALYSISG004 WALL TYPE DETAILSG005 WALL TYPE DETAILSG006 CEILING TYPE DETAILSG008 SIGNAGE TYPES AND DETAILSG009 ACCESSIBILITY - SITEG010 ACCESSIBILITY - PUBLIC SPACES

INDEX CIVILC-1 EXISTING SITE PLANC-2 DEMOLITION PLANC-3 SITE PLANC-4 GRADING/DRAINAGE PLANC-5 UTILITY PLANDT-1 DETAILSDT-2 DETAILSDT-3 DETAILSDT-4 DETAILSDT-5 DETAILSDT-6 DETAILSDT-7 DETAILSDT-8 DETAILS

INDEX ARCHITECTURALA101 DEMO PLANSA102 LOWER FLOOR PLANA103 MAIN FLOOR PLANA104 UPPER FLOOR PLANA105 ROOF PLANA106 LOWER FLOOR REFLECTED CEILING PLANA107 MAIN FLOOR REFLECTED CEILING PLANA108 UPPER FLOOR REFLECTED CEILING PLANA201 EAST & WEST ELEVATIONA202 NORTH & SOUTH ELEVATIONA301 BUILDING SECTIONSA302 WALL SECTIONSA303 WALL SECTIONS AT EXPANSION JOINTSA401 ENLARGED STAIR PLANSA402 ENLARGED STAIR & ELEVATOR SECTIONSA403 ENLARGED STAIR SECTIONSA404 ENLARGED PLANS & SECTIONSA501 BUILDING DETAILSA502 BUILDING DETAILSA601 DOOR SCHEDULE & ELEVATIONSA602 WINDOW SCHEDULE & ELEVATIONSA603 DOOR & WINDOW DETAILSA604 FINISH SCHEDULEA605 MILLWORK DETAILSA701 INTERIOR ELEVATIONSA702 INTERIOR ELEVATIONSA703 INTERIOR ELEVATIONS

INDEX STRUCTURALS001 STRUCTURAL NOTESS002 SPECIAL INSPECTION REQUIREMENTS AND ABBREVIATIONSS101 FOOTING & FOUNDATION PLANS201 MAIN FLOOR FRAMING PLANS202 UPPER FLOOR FRAMING PLANS203 ROOF FRAMING PLANS301 STRUCTURAL DETAILSS302 STRUCTURAL DETAILSS501 STRUCTURAL DETAILSS502 STRUCTURAL DETAILSS503 STRUCTURAL DETAILS

INDEX MECHANICALM1.1 LOWER LEVEL MECHANCIAL PLANM1.2 LEVEL 1 MECHANICAL PLANM1.3 LEVEL 2 MECHANCIAL PLAN

MP1.1 ROOF MECHANICAL AND PLUMBING PLANM2.1 MECHANICAL SCHEDULESM2.2 MECHANICAL DETAILS

INDEX PLUMBINGP1.1 LOWER LEVEL PLUMBING PLANP1.2 LEVEL 1 PLUMBING PLANP1.3 LEVEL 2 PLUMBING PLANP2.1 PLUMBING SCHEMATICSP2.2 PLUMBING DETAILSP2.3 PLUMBING DETAILS

INDEX ELECTRICALE101 LOWER LEVEL LIGHTING PLANE102 MAIN LEVEL LIGHTING PLANE103 UPPER LEVEL LIGHTING PLANE104 LOWER LEVEL ELECTRICAL PLANE105 MAIN LEVEL ELECTRICAL PLANE106 UPPER LEVEL ELECTRICAL PLANE107 ELECTRICAL SCHEDULESE108 ROOF ELECTRICAL PLANE109 FIXTURE AND EQUIPMENT SCHEDULESE110 ELECTRICAL DETAILSE111 ELECTRICAL DETAILSE112 ELECTRICAL DETAILSE113 ELECTRICAL DETAILS

ELECTRICAL ENGINEER:MECHANICAL ENGINEER:ROYAL ENGINEERINGMARK MAKIN2335 S STATE STREET, SUITE 100PROVO, UTAH 84606PHONE: (801) 375-2228

STRUCTURAL ENGINEER:CALDER RICHARDS CONSULTING ENGINEERSSHAUN PACKER634 SOUTH 400 WEST, SUITE 100SALT LAKE CITY, UTAH 84101PHONE: 801-466-1699

ARCHITECT:

THINK ARCHITECTURE5151 SOUTH 900 EAST, SUITE 200SALT LAKE CITY, UTAH 84117PHONE: 801-269-0055

CIVIL ENGINEER:DRAPER CITY ENGINEERINGBRIEN MAXFIELD1020 E PIONEER ROADDRAPER, UTAH 84020PHONE: (801) 576-6388

LANDSCAPE ARCHITECT:

ROYAL ENGINEERINGSTEVE GRIFFITHS2335 S STATE STREET, SUITE 100PROVO, UTAH 84606PHONE: (801) 375-2228

DRAPER CITY ENGINEERINGBRIEN MAXFIELD1020 E PIONEER ROADDRAPER, UTAH 84020PHONE: (801) 576-6388

Bid Pkg. 2 - Police Station Exp./City Hall Add. Parking LotDM-1 BP2 DEMOLITION AREACS-1 BP2 OVERALL SITE PLANDT-1 BP2 DETAILSDT-2 BP2 DETAILS

Draper City Building DeptApproved

marvin.graham 09/12/2014

PROJECT GENERAL NOTES1. DEFINITIONS

a. PROVIDE: MEANS TO FURNISH AND INSTALL, COMPLETE AND READY FOR OPERATIONS AND USE FOR PURPOSE INTENDED.

b. FURNISH: MEANS TO SUPPLY, PURCHASE, PROCURE AND DELIVER COMPLETE WITH RELATED ACCESSORIES, READY FORASSEMBLY, APPLICATION, INSTALLATION, AND SIMILAR OPERATIONS, AS APPLICABLE IN EACH INSTANCE.

c. INSTALL: MEANS TO CONSTRUCT, ASSEMBLE, ERECT, MOUNT, ANCHOR, PLACE, CONNECT, APPLY AND SIMILAROPERATIONS, COMPLETE WITH RELATED ACCESSORIES, AS APPLICABLE IN EACH INSTANCE.

d. EQUIVALENT: MEANS "EQUIVALENT AS ACCEPTED BY THE ARCHITECT." WITH RESPECT TO PRODUCTS, EQUIVALENTMEANS A LIKE DEGREE OF FEATURES, ATTRIBUTES, PERFORMANCES, OR QUALITIES DEEMED ESSENTIAL TO THE DESIGNINDICATED INSTEAD, THE TERM INTENDED TO MEAN ARCHITECT WILL CONSIDER SUBSTITUTION PROPOSALS FOR THEPRODUCT. DO NOT ASSUME THAT SUBSTITUTE PRODUCTS ARE ACCEPTABLE.

GENERAL NOTES

2. INTENT OF THE DOCUMENTS:DRAWINGS AND SPECIFICATIONS ARE INTENDED TO PROVIDE THE BASIS FOR THE PROPER COMPLETION OF

THE PROJECT, SUITABLE FOR THE INTENDED USE OF THE OWNER. ITEMS NOT EXPRESSLY SET FORTH, BUT WHICH AREREASONABLY IMPLIED, OR NECESSARY, FOR THE PROPER PERFORMANCE OF THE WORK SHALL BE INCLUDED.

3. DRAWINGS AND SPECIFICATIONS:SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY AND SUPPLEMENTAL TO THE DRAWINGS. NO

RELATIVE IMPORTANCE OF DRAWINGS VERSUS SPECIFICATIONS HAS BEEN ESTABLISHED AND NONE SHOULD BEASSUMED, BUT THE MOST STRINGENT CONDITIONS SHOULD BE ASSUMED FOR ALL BIDDING REQUIREMENTS. IN THE EVENTOF DISCREPANCIES OR CONFLICTS, THE ARCHITECT SHALL BE CONSULTED IN ORDER TO RENDER AN INTERPRETATION.

4. WORK NOT INCLUDED:ANY ITEM INDICATED ON THE DRAWINGS AS “N.I.C.” (NOT IN CONTRACT), OR OTHERWISE DESIGNATED TO

BE DONE BY OTHERS IS NOT A PART OF THE CONTRACT. INSTALLATION AND/OR BACKING MAY BE REQUIRED FORSOME EQUIPMENT FURNISHED BY OWNER OR OWNER’S SUBCONTRACTOR. REFER TO DRAWINGS FOR SPECIFICREQUIREMENTS.

5. CONTRACT DOCUMENTS AT SITE:CURRENT PERMIT DRAWINGS; SHOP DRAWINGS; REVISED DRAWINGS; AND CLARIFICATION DRAWINGS,

ADDENDA; CHANGE ORDERS; BULLETINS; INSPECTIONS; TEST CERTIFICATIONS AND RECORDS; PRODUCT SUBMITTALDATA AND SAMPLES. FIELD OFFICE SHALL CONTAIN A CURRENT COPY OF ALL GOVERNING BUILDING CODE(S). MAKEDOCUMENTS AVAILABLE AT ALL TIMES FOR ARCHITECT’S REVIEW.

6. RECORD DRAWINGS:MAINTAIN ACCURATELY DIMENSIONED RECORDS OF ALL UNDERGROUND LINES, SERVICES, AND UTILITIES, AS

WELL AS ANY DISCREPANCIES OR REQUIRED CHANGES IN THE CONTRACT DOCUMENTS. AT THE END OF THE PROJECT,FORWARD TO ARCHITECT FOR FUTURE RECORDS. ONE (1) CD OF COMPLETE RECORD DRAWINGS TO OWNER IN PDFFORMAT AFTER COMPLETING FINAL PUNCH LIST.

7. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES; DO NOT SCALE DRAWINGS TO DETERMINE ANYLOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES, PRIOR TO CONTINUING WITH WORK.

8. FIELD CONFIRMATION OF DISCREPANCIES SHALL BE RECORDED ON REPRODUCIBLE DOCUMENT AND IMMEDIATELYTRANSMITTED TO ARCHITECT FOR PROJECT RECORD, COORDINATION, AND NECESSARY RESOLUTION PRIOR TOCONTINUING WITH WORK.

9. FIELD MEASUREMENTS: VERIFY FIELD MEASUREMENTS BEFORE ORDERING MATERIALS AND PREFABRICATED ITEMS.ANY NECESSARY ADJUSTMENTS BETWEEN FIELD MEASUREMENTS AND DRAWINGS SHALL BE MADE IN CONSULTATIONWITH THE ARCHITECT.

10. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL APPLICABLE BUILDING CODES, THEAMERICANS WITH DISABILITIES ACT, AS WELL AS ALL OTHER LOCAL GOVERNING CODES AND ORDINANCES.

11. REFERENCE STANDARDS: COMPLY WITH ASSOCIATION, TRADE, FEDERAL, COMMERCIAL, ASTM, AND OTHER SIMILARSTANDARDS REFERENCED WITHIN INDIVIDUAL SECTIONS, EXCEPT WHERE MORE EXPLICIT OR STRINGENT REQUIREMENTSARE INDICATED, OR REQUIRED BY APPLICABLE CODES. REFERENCE STANDARDS HAVE SAME FORCE AND EFFECT AS IFBOUND INTO CONTRACT DOCUMENTS. SHOULD SPECIFIED REFERENCE STANDARDS CONFLICT WITH CONTACTDOCUMENTS, REQUEST CLARIFICATION FROM ARCHITECT BEFORE PROCEEDING.

CONTRACTOR

12. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL EXISTING SITE CONDITIONS, UTILITIES, CONNECTIONS,LOCATIONS, ETC, AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OFCONSTRUCTION.

13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREINOR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR THE REPAIR ORREPLACEMENT OF UTILITIES AND ALL OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH EXECUTIONOF WORK.

14. CONTRACTOR SHALL, PRIOR TO COMMENCEMENT OF WORK, FIELD VERIFY ALL EXISTING PROJECT CONDITIONS,INCLUDING DIMENSIONS, UTILITY LOCATIONS, AND UTILITY SIZES.

15. THE CONTRACTOR SHALL BE REQUIRED TO MEET ALL NATIONAL, STATE AND LOCAL, AND RELATED CODES FORSTANDARD CONSTRUCTION PRACTICES.

16. INSTALLATION STANDARDS:ALL MANUFACTURED MATERIALS AND PRODUCTS SHALL BE APPLIED, INSTALLED, CONNECTED, CLEANED AND

CONDITIONED IN ACCORDANCE WITH THE MANUFACTURER’S PRINTED INSTRUCTIONS. ALL REFERENCES TOSTANDARDS OR TO MANUFACTURER’S SPECIFICATIONS SHALL BE TO THE LATEST EDITIONS OR LATEST AMENDMENTS.

17. HOURS OF WORK:ALL DEMOLITION, GRADING, AND CONSTRUCTION WORK SHALL BE LIMITED TO THE FOLLOWING HOURS:

MONDAY THROUGH FRIDAY 7:00 AM TO 7:00 PM, SATURDAYS, AND HOLIDAYS 8:00 AM TO 6:00 PM. NO ACTIVITIES ONSUNDAY. AFTER-HOURS WORK WILL NOT BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE OWNER, CITY,AND ANY OTHER PERSONS/AGENCIES THAT HAVE JURISDICTION.

18. TESTING AGENCIES:THE CONTRACTOR SHALL PROVIDE AND PAY FOR INSPECTIONS, TESTS, AND OTHER SERVICES SPECIFIED.

REFER TO INDIVIDUAL SELECTIONS FOR ADDITIONAL REQUIREMENTS. EMPLOYMENT OF TESTING LABORATORY SHALL INNO WAY RELIVE CONTRACTOR OF OBLIGATION TO PERFORM WORK IN ACCORDANCE WITH REQUIREMENTS OFCONTRACT DOCUMENTS.

19. PROJECT LOG:MAINTAIN DAILY LOG CONTAINING ALL INFORMATION REGARDING CONSTRUCTION OPERATIONS AND

OTHER OCCURRENCES PERTAINING TO THE PROJECT. MAKE LOG AVAILABLE FOR ARCHITECT’S REVIEW.

20. WORK PROGRESS SCHEDULE:MAINTAIN AN UPDATED WORK PROGRESS SCHEDULE POSTED IN A VISIBLE PLACE LOCATED IN FIELD OFFICE.

UPDATE SCHEDULE DAILY TO REFLECT WORK PROGRESS.

21. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER AND SECURED BY THE GENERAL CONTRACTOR.ALL OTHER REQUIRED PERMITS SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR OR SUBCONTRACTORDIRECTLY RESPONSIBLE.

22. CONTRACTOR SHALL ASSIST OWNER IN OBTAINING FINAL APPROVAL OF LOCAL HEALTH DEPARTMENT AND THETEMPORARY AND FINAL CERTIFICATES OF OCCUPANCY.

23. ADDITIONAL REQUIRED CITY AND COUNTY LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUALTRADES.

24. ALL CONTRACTORS SHALL HAVE VALID CERTIFICATES OF WORKMAN'S COMPENSATION OF FILE WITH THEAPPROPRIATE AGENCIES.

25. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS ANDWORKERS AT ALL TIMES.

26. CONTRACTOR’S FIELD OFFICE: PROVIDE AND MAINTAIN A FIELD OFFICE ON THE PREMISES WHERE DIRECTED. OFFICESHALL BE OF NEAT, SUBSTANTIAL CONSTRUCTION. PROVIDE HANGING PLAN FILES AND MAINTAIN WITH ALL CURRENTDRAWINGS.

a. STORAGE STRUCTURE: PROVIDE AND MAINTAIN, WHERE DIRECTED, A WATERTIGHT STORAGE STRUCTUREFOR ALL MATERIALS WHICH MIGHT BE DAMAGED BY WEATHER, INCLUDING STORAGE FACILITIES FOR CONCRETE TESTSAMPLES, OR OTHER MATERIAL SAMPLES REQUIRED FOR WORK.

b. COSTS: PAY COSTS FOR A LOCAL BUSINESS TELEPHONE FOR USE BY CONTRACTOR, OWNER AND ARCHITECTTHROUGHOUT CONTRACT PERIOD.

c. COMMUNICATION EQUIPMENT: PROVIDE A TELEPHONE ON SITE. ASSIGN A RESPONSIBLE PERSON TOANSWER ALL TELEPHONE CALLS IN EVENT THE SUPERINTENDENT IS ABSENT FROM THE PREMISES. PROVIDE APPROVEDMEANS TO ESTABLISH URGENT COMMUNICATIONS (CELLULAR TELEPHONE OR PAGER). PROVIDE A FACSIMILE MACHINETHAT CAN BE OPERATED 24 HOURS A DAY. CONTRACTOR SHALL PROVIDE A PAY TELEPHONE FOR THE USE OFSUBCONTRACTORS.

27. TEMPORARY FACILITIES:PROVIDE TEMPORARY FACILITIES AND CONNECTIONS AS REQUIRED FOR THE PROPER COMPLETION OF THE

PROJECT. PROVIDE AND MAINTAIN TEMPORARY UTILITY SERVICES. PROVIDE SUITABLE WASTE DISPOSAL UNITS AND EMPTYREGULARLY. DO NOT PERMIT ACCUMULATION OF TRASH AND WASTE MATERIALS. PROVIDE TEMPORARY SANITARYFACILITIES AS REQUIRED.

28. STORAGE AND PROTECTION:STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS WITH LABELS

INTACT AND LEGIBLE. STORE SENSITIVE PRODUCTS IN WEATHERTIGHT, CLIMATE CONTROLLED ENCLOSURES. PROVIDEOFFSITE STORAGE AND PROTECTION WHEN SITE DOES NOT PERMIT ON SITE STORAGE.

29. FIELD QUALITY CONTROL:EMPLOY ONLY EXPERIENCED INSTALLERS AND FURNISH EVIDENCE OF EXPERIENCE IF REQUESTED. USE OF ANY

SUBCONTRACTOR OR INSTALLER IS SUBJECT TO OWNER’S APPROVAL. EMPLOY FULL-TIME, COMPETENT SUPERINTENDENTAS WELL AS NECESSARY ASSISTANTS. SUPERINTENDENT SHALL REPRESENT THE CONTRACTOR AND ALL COMMUNICATIONSGIVEN TO THE SUPERINTENDENT SHALL BE AS BINDING AS IF GIVEN TO THE CONTRACTOR.

30. SOURCE QUALITY CONTROL:PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR

SERVICE FOR THREE YEARS, UNLESS MORE STRINGENT CRITERIA ARE SPECIFIED IN INDIVIDUAL SECTIONS. USE OF ANYSUPPLIER IS SUBJECT TO OWNER’S APPROVAL.

31. PRODUCT HANDLING:TRANSPORT AND HANDLE PRODUCTS IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. DELIVER

PRODUCTS IN UNDAMAGED CONDITION, IN MANUFACTURER’S ORIGINAL UNOPENED CONTAINER’S OR PACKING, WITHIDENTIFYING LABELS INTACT AND LEGIBLE. PROMPTLY INSPECT SHIPMENTS TO ENSURE THAT PRODUCTS COMPLY WITHREQUIREMENTS OF CONTRACT DOCUMENTS, QUANTITIES ARE CORRECT, AND PRODUCTS ARE UNDAMAGED.

32. COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS:HANDLE, INSTALL, ERECT, CONNECT, CONDITION, USE, ADJUST, AND CLEAN PRODUCTS IN STRICT ACCORDANCE

WITH MANUFACTURER’S INSTRUCTION AND IN CONFORMITY WITH SPECIFIED REQUIREMENTS, INCLUDING EACH STEP INSEQUENCE. DO NOT OMIT PREPARATORY STEPS OR INSTALLATION PROCEDURES UNLESS SPECIFICALLY MODIFIED OREXEMPTED BY CONTRACT DOCUMENTS. SHOULD JOB CONDITIONS OR SPECIFIED REQUIREMENTS CONFLICT WITHMANUFACTURER’S INSTRUCTIONS, REQUEST CLARIFICATION IN WRITING FROM ARCHITECT BEFORE PROCEEDING. INSTALLMATERIALS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH PROPER APPEARANCE.

33. MANUFACTURER'S FIELD SERVICES:WHEN SPECIFIED IN INDIVIDUAL SECTIONS, REQUIRE MATERIAL OR PRODUCT SUPPLIERS OR MANUFACTURERS TO

PROVIDE QUALIFIED STAFF PERSONNEL TO OBSERVE SITE CONDITIONS, CONDITIONS OF SURFACES, QUALITY OFWORKMANSHIP, AND CONDITIONS OF INSTALLATION AS APPLICABLE AND TO INITIATE ADDITIONAL INSTRUCTIONS WHENNECESSARY.

34. SUBSTITUTIONS:PROPOSALS FOR SUBSTITUTION OF MATERIALS, EQUIPMENT, AND METHODS WILL ONLY BE CONSIDERED WHEN

ACCOMPANIED BY FULL AND COMPLETE TECHNICAL DATA AS WELL AS ANY OTHER INFORMATION REQUIRED TOEVALUATE THE PROPOSED SUBSTITUTION. SUBSTITUTIONS ARE UNACCEPTABLE UNLESS SPECIFICALLY APPROVED BY THEARCHITECT. IN THE EVENT OF SUBSTITUTION PROPOSALS AFTER THE CONTRACT HAS BEEN AWARDED, ALL SUCH PROPOSALSSHALL BE ACCOMPANIED BY SUBSTANTIAL COST SAVINGS FOR THE OWNER.

35. AVAILABILITY OF PRODUCTS:VERIFY PRIOR TO CONSTRUCTION START THAT ALL SPECIFIED ITEMS WILL BE AVAILABLE IN TIME FOR INSTALLATION

DURING ORDERLY AND TIMELY PROGRESS OF THE WORK. IN THE EVENT SPECIFIED ITEM OR ITEMS WILL NOT BE SO AVAILABLE,NOTIFY THE ARCHITECT PRIOR TO START OF CONSTRUCTION. COST OF DELAYS BECAUSE OF NON-AVAILABILITY OF SPECIFIEDITEMS OR SUBSTITUTED ITEMS, WHEN THE CONTRACTOR COULD HAVE AVOIDED SUCH DELAYS, WILL BE BORNE BY THECONTRACTOR.

36. PRODUCTS AND MATERIALS:PROVIDE PRODUCTS AND MATERIALS SPECIFIED. REQUEST ARCHITECTS SELECTION OF COLORS AND

ACCESSORIES IN SUFFICIENT TIME TO AVOID DELAYING PROGRESS OF THE WORK.

37. CONTRACTOR SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL WORK AND MATERIALS - INCLUDING THOSE FURNISHED BYSUBCONTRACTORS.

38. NON-CONFORMING WORK:REMOVE AND REPLACE WORK THAT DOES NOT CONFORM TO THE CONTRACT DOCUMENTS AT NO ADDITIONAL

EXPENSE TO THE OWNER.

39. PRODUCT IDENTIFICATIONS:NAMEPLATES, TRADEMARKS, LOGOS, AND OTHER IDENTIFYING MARKS ON PRODUCTS ARE NOT PERMITTED

ON SURFACES EXPOSED TO VIEW IN PUBLIC AREAS, INTERIOR OR EXTERIOR. PLUMBING, MECHANICAL, AND ELECTRICALEQUIPMENT NOT EXPOSED TO PUBLIC VIEW ARE EXECUTED FROM FOREGOING LIMITATION. REQUIRED UL OR FM LABELSARE ALSO EXCLUDED.

40. PROTECTION OF ADJACENT WORK:PROVIDE TEMPORARY PROTECTION FOR ADJACENT AREAS TO PREVENT DAMAGE BY INSTALLATION OF NEW

WORK OR DEMOLITION OF EXISTING CONSTRUCTION. PROMPTLY REPAIR ANY DAMAGE AT NO ADDITIONAL COST TO THEOWNER. PROTECT ADJACENT AREAS FROM CONTAMINATION BY CONSTRUCTION DUST AND DEBRIS. PROVIDE TEMPORARYBARRICADES AS NECESSARY TO ENSURE PROTECTION OF THE PUBLIC. MAINTAIN EGRESS WITHIN AND AROUNDCONSTRUCTION AREAS.

41. DAMAGED PRODUCTS:DO NOT USE PRODUCTS IN WORK, WHICH HAVE DETERIORATED, BECOME DAMAGED, OR ARE OTHERWISE

UNFIT FOR USE. RESTORE UNITS DAMAGED DURING INSTALLATION. REPLACE UNITS, WHICH CANNOT BE RESTORED ATNO ADDITIONAL EXPENSE TO THE OWNER.

42. SECURITY:PROVIDE FACILITIES TO PROTECT WORK FROM UNAUTHORIZED ENTRY, VANDALISM, AND THEFT. CONDUCT

OPERATIONS IN MANNER TO AVOID RISK OF LOSS, THEFT, OR DAMAGE BY VANDALISM.

43. TEMPORARY CONTROLS:a. HEAT: PRIOR TO ENCLOSURE, PROVIDE HEATING AS NECESSARY TO PROTECT MATERIALS, PRODUCTS, AND

FINISHES FROM DAMAGE DUE TO TEMPERATURE OR HUMIDITY. ENCLOSURE IS DEFINED AS STATE OF CONSTRUCTION WHENEXTERIOR WALLS ARE ERECTED, DOORS AND WINDOWS ARE INSTALLED AND GLAZED, ROOF DECK AND ROOFING ARECOMPLETE, AND WHEN OTHER OPENINGS IN EXTERIOR ENVELOPE ARE EQUIPPED WITH TEMPORARY CLOSURES. EXCEPTWHERE INDICATED OTHERWISE IN INDIVIDUAL SPECIFICATION SECTIONS, MAINTAIN MINIMUM AMBIENT TEMPERATURE OF 50DEGREES F. IN AREAS WHERE CONSTRUCTION IS IN PROGRESS.

b. VENTILATION: VENTILATE ENCLOSED AREAS TO ASSIST CURE OF MATERIALS, TO DISSIPATE HUMIDITY, AND TOPREVENT ACCUMULATION OF DUST, FUMES, VAPORS, OR GASES.

c. BARRIERS AND CLOSURES: PROVIDE BARRIERS TO PREVENT UNAUTHORIZED ENTRY TO CONSTRUCTION AREASAND TO PROTECT EXISTING FACILITIES AND ADJACENT PROPERTIES FROM DAMAGE FROM CONSTRUCTION OPERATIONS.

d. FIRE PROTECTION: COMPLY WITH LOCAL FIRE PROTECTION CODE AND GOVERNING AUTHORITIES. PROVIDEAND MAINTAIN ADEQUATE FIRE PROTECTION INCLUDING, WITHOUT LIMITATION, FIRE EXTINGUISHERS AND OTHERAPPROPRIATE EQUIPMENT FOR FIRE EXTINGUISHING READY FOR IMMEDIATE USE. MAINTAIN ANY REQUIRED FIRE ALARMSYSTEMS IN OPERATION DURING CONSTRUCTION. DISTRIBUTE EQUIPMENT AROUND SITE AND PARTICULARLY IN IMMEDIATEVICINITY OF PERFORMANCE OF WELDING OR SIMILAR HAZARDOUS WORK.

44. INTERRUPTION OF SERVICES:INTERRUPTIONS TO ANY SERVICE FOR THE PURPOSE OF MAKING OR BREAKING A CONNECTION SHALL BE

MADE ONLY AFTER CONSULTATION WITH THE OWNER AND SHALL BE AT SUCH TIME AND OF SUCH DURATION AS MAY BEDIRECTED.

45. EXCAVATIONS OR TRENCHING:KEEP THE INTERVALS BETWEEN EXCAVATION OR TRENCHING, INSTALLATION OF CONDUIT OR PIPING, AND BACK

FILLING OPERATIONS TO AN ABSOLUTE MINIMUM. PROVIDE SUITABLE TEMPORARY COVERS FOR EXCAVATIONS ORTRENCHING CROSSING ROADWAYS, WALKS, OR OTHER TRAFFIC WAYS AS REQUIRED BY GOVERNING AGENCIES.

46. CUTTING AND PATCHING:DO NOT CUT AND PATCH IN A MANNER THAT WOULD RESULT IN A FAILURE OF THE WORK TO PERFORM AS

INTENDED, DECREASE FIRE PERFORMANCE, DECREASE ACOUSTICAL PERFORMANCE, DECREASE ENERGY PERFORMANCE,DECREASE OPERATIONAL LIFE, OR DECREASE SAFETY FACTORS. DO NOT REMOVE OR ALTER STRUCTURAL COMPONENTSWITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. CUT WITH TOOLS APPROPRIATE FOR MATERIALS TO BE CUT. PATCH WITHMATERIALS AND METHODS TO PRODUCE PATCH THAT IS NOT VISIBLE FROM A DISTANCE OF THREE FEET.

47. COORDINATION AND CLEARANCES:VERIFY AND COORDINATE CLEARANCES, DIMENSIONS, AND INSTALLATION OF ADJOINING CONSTRUCTION,

EQUIPMENT, PIPING, DUCTS, CONDUITS, OR OTHER MECHANICAL OR ELECTRICAL ITEMS OR APPARATUS. VERIFYDIMENSIONS FOR PRODUCTS TO BE FITTED INTO WORK.

a. ATTACHMENTS AND CONNECTIONS: PROVIDE ATTACHMENT AND CONNECTION DEVICES METHODS FORSECURING AND ANCHORING WORK. SECURE IN PLACE WITH DEVICES DESIGNATED AND SIZED TO WITHSTAND STRESSES,VIBRATION, PHYSICAL DISTORTION, OR DISFIGUREMENT.

b. EXPANSION AND MOVEMENT: ALLOW FOR EXPANSION OF MATERIALS AND BUILDING MOVEMENT.

c. ISOLATION OF DISSIMILAR ITEMS: ISOLATE EACH UNIT OF WORK FROM INCOMPATIBLE WORK AS NECESSARYTO PREVENT DETERIORATION AND ELECTROLYTIC ACTION.

d. MAINTENANCE: CLEAN AND PERFORM MAINTENANCE ON INSTALLED WORK AS FREQUENTLY AS NECESSARYTHROUGH REMAINDER OF CONSTRUCTION PERIOD. LUBRICATE OPERABLE COMPONENTS TO ENSURE OPERABILITYWITHOUT DAMAGING EFFECTS.

e. ADJUSTMENTS: ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE SMOOTH AND UNHINDEREDOPERATION.

48. EXAMINATION OF CONDITIONS:EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. DO NOT COMMENCE WORK

OVER UNSATISFACTORY CONDITIONS DETRIMENTAL TO PROPER AND TIMELY EXECUTION OF WORK. DO NOT PROCEED WITHWORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. COMMENCEMENT OF INSTALLATION CONSTITUTESACCEPTANCE OF CONDITIONS AND COSTS OF ANY CORRECTIVE MEASURES ARE RESPONSIBILITY OF CONTRACTOR.

49. CONTRACTOR SHALL PROVIDE BACKING SUPPORT OF ALL WALL, CEILING, AND PARTITION MOUNTED ITEMS SUCH ASTABLE BRACKETS, LIGHT FIXTURES, ARTIFACTS, SHELVING, EQUIPMENT, AND TELEVISIONS. COORDINATE LOCATIONS ANDREQUIREMENTS WITH THE PLUMBING, MECHANICAL, ELECTRICAL DRAWINGS.

50. EXTERIOR OPENINGS SHALL COMPLY WITH ALL SECURITY REQUIREMENTS AS OUTLINED IN ALL LOCAL BUILDINGCODES AND ORDINANCES.

51. GLASS AND GLAZING SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES AS WELL AS THE U.S. CONSUMERPRODUCT SAFETY COMMISSION, SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (47 FR, 13516 TITLE NO. 16,CHAPTER 11, PART 1201).

52. ROOFING WORK SHALL BE PERFORMED AND ALL PENETRATIONS THROUGH THE ROOFING MEMBRANE SHALL BEPATCHED OR FLASHED AS PER THE MANUFACTURER'S STANDARDS.

53. ROOF OBSTRUCTIONS SUCH AS TELEVISION ANTENNAE, SOLAR PANELS, AND GUY WIRES SHALL NOT BE LOCATED ORINSTALLED IN SUCH A WAY AS TO PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE EVENT OF A FIRE.

54. INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED FLAME SPREAD CLASSIFICATIONS DICTATED BY ALLAPPLICABLE BUILDING CODES.

55. GYPSUM BOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO ALL LOCAL GOVERNING BUILDING CODESAND ORDINANCES.

56. PIPES, CONDUITS, OR DUCTS EXCEEDING ONE THIRD OF THE SLAB OR MEMBER THICKNESS SHALL NOT BE PLACED INSTRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, AND STRUCTURALDRAWINGS FOR LOCATION OF SLEEVES AND OTHER ACCESSORIES.

57. VERIFY FIRE EXTINGUISHER REQUIREMENTS AND LOCATIONS WITH FIRE MARSHAL AND OWNER'S REPRESENTATIVE.

58. CONTRACTOR SHALL SEAL ALL GAPS, HOLES, AND CRACKS IN BUILDING CONSTRUCTION AS REQUIRED TO CONTROLINFILTRATION OF INSECTS.

59. DISPOSAL OF TRASH AND EXCESS EXCAVATION: DISPOSE OF TRASH, AND DEBRIS AT DESIGNATED AREAS OFF THEPREMISES AT NO ADDITIONAL COST TO THE OWNER. BURNING OF TRASH AND DEBRIS ON THE PREMISES IS PROHIBITED.COORDINATE TRASH REMOVAL WITH LANDLORD WHERE APPLICABLE.

60. ELECTRICAL, MECHANICAL, AND PLUMBING SYSTEM ARE SCHEMATIC ONLY. THE CONTRACTOR IS RESPONSIBLE TOCOORDINATE ALL WORK TO AVOID CONFLICTS BETWEEN TRADES. THE CONTRACTOR SHALL PERFORM ALL WORK TOPROVIDE COMPLETE FUNCTIONING SYSTEMS IN ACCORDANCE WITH THE INTENT INDICATED AND CODES AND REQUIREMENTSOF ALL AGENCIES HAVING JURISDICTION.

61. CLEANING MATERIALS AND EQUIPMENT: PROVIDE ALL REQUIRED PERSONNEL, EQUIPMENT, AND MATERIALS NEEDED TOMAINTAIN THE SPECIFIED STANDARD OF CLEANLINESS. USE ONLY THE CLEANING MATERIALS AND EQUIPMENT WHICH ARECOMPATIBLE WITH THE SURFACE BEING CLEANED, AS RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL.

T1. TOLERANCES:INSTALL WORK TRUE TO LINE, PLUMB, AND LEVEL. EXCEPT WHERE SPECIFIED OTHERWISE, WORK

EXECUTED WITHIN THE FOLLOWING TOLERANCE WILL BE ACCEPTABLE.

a. TRUE TO LINE: ALLOWED DEVIATION FROM AN ABSOLUTELY STRAIGHT LINE OF SIGHT WITHINPLUS OR MINUS 1/8 INCH IN 10 FT. AND WITHIN PLUS OR MINUS ¼ INCH FOR ENTIRE LENGTH OF A PARTICULARELEMENT OF CONSTRUCTION OVER 20’-0” IN LENGTH.

b. PLUMB: ALLOWED DEVIATIONS FROM AN ABSOLUTELY VERTICAL PLANE OF PLUS OR MINUS ½DEGREE OF ANGLE.

c. LEVEL: ALLOWED DEVIATIONS FROM AN ABSOLUTELY HORIZONTAL PLAN OF PLUS OR MINUS ½DEGREE OF ANGLE.

d. ALLOWS DEVIATIONS FROM AN ABSOLUTELY FLAT IF WITHIN PLUS OR MINUS 1/16 INCH IN ONESQUARE FOOT, WITHIN PLUS OR MINUS 1/8 INCH IN AN AREA 10 FEET BY 10 FEET, AND WITHIN PLUS OR MINUS¼ INCH FOR ENTIRE AREA OF A PARTICULAR ELEMENT OF CONSTRUCTION OVER 20’-0” IN LENGTH.

TOLERANCES

T2. REFER TO SPECIFICATIONS FOR ADDITIONAL TOLERANCE REQUIREMENTS.

a. SUBSTANTIAL COMPLETION:AT SUBSTANTIAL COMPLETION OF THE PROJECT, SCHEDULE AND ATTEND A PUNCH LIST WALK

THROUGH OF REMAINING WORK FOR REVIEW WITH THE ARCHITECT AND OWNER. COMPLETE ALL DEFECTSAND OMISSIONS NOTED IN THE FINAL PUNCHLIST PROMPTLY, IN THE TIME PERIOD AGREED UPON WITH THEOWNER, AT NO ADDITIONAL EXPENSE TO THE OWNER.

PROJECT CONTRACT CLOSEOUT:

b. CERTIFICATE OF OCCUPANCY:PROVIDE THE FINAL CERTIFICATE OF OCCUPANCY FROM THE BUILDING DEPARTMENT.

c. PERMITS/INSPECTION CARDS:FURNISH COPIES OF PERMITS AND SIGNED INSPECTION CARDS FOR EACH OF THE FOLLOWING AGENCIES:

BUILDING DEPARTMENT; PLUMBING/MECHANICAL DEPARTMENT; ELECTRICAL DEPARTMENT; FIRE DEPARTMENT;HEALTH DEPARTMENT; OTHERS AS REQUIRED.

d. FURNISH COPIES OF PERMITS AND SIGNED INSPECTION CARDS FOR EACH OF THE FOLLOWING AGENCIES:BUILDING DEPARTMENT; PLUMBING/MECHANICAL DEPARTMENT; ELECTRICAL DEPARTMENT; FIRE DEPARTMENT;HEALTH DEPARTMENT; OTHERS AS REQUIRED.

e. MAINTENANCE MANUALS AND WARRANTIES: FURNISH (2) COPIES OF ALL MANUALS, MAINTENANCEINSTRUCTIONS, CONTRACTORS AND MANUFACTURER’S PRINTED WARRANTIES, AND INSTRUCTIONS FOROPERATION OF ALL EQUIPMENT SPECIFIED HEREIN OR SHOWN ON DRAWINGS, TRAIN OWNER’S PERSONNEL INUSE OF BUILDING SYSTEMS.

f. TOUCH-UP MATERIAL:FURNISH OWNER WITH ONE GALLON OF EACH PAINT AND STAIN USED. PROVIDE AN ADDITIONAL 2

PERCENT OF QUANTITY INSTALLED OF ALL FINISH MATERIAL INCLUDING CEILING PANELS, TILE, AND SHEET GOODS.

g. SUBCONTRACTORS:PROVIDE THE OWNER THE NAMES, ADDRESSES, AND PHONE NUMBERS OF ALL SUBCONTRACTORS,

FINAL UNCONDITIONAL LIEN RELEASES, AND WARRANTIES FROM EACH.

h. FINAL CLEANING AND REPAIRS:REMOVE TEMPORARY FACILITIES AND PROVIDE FINAL CLEANING AND TOUCH-UP. RESTORE PORTIONS

OF BUILDING, SITE IMPROVEMENTS, LANDSCAPING AND OTHER ITEMS DAMAGED BY CONSTRUCTIONOPERATIONS TO THE SATISFACTION OF THE ARCHITECT, AT NO ADDITIONAL EXPENSE TO THE OWNER.

i. CLOSEOUT DOCUMENTS:PROVIDE THE OWNER WITH A COMPACT DISK OF ALL RECORD DRAWINGS IN PDF FORMAT, COPY

OF ALL SHOP DRAWINGS AND PRODUCT SUBMITTALS, SERVICE CONTRACTS, HVAC AIR BALANCE REPORT, ANDWASTELINE VIDEO INSPECTION REPORT.

PROJECT NO.

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ph. 801.269.0055fax 801.269.1425

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SHEET NUMBER:

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PROJECT GENERALNOTES

G001

BID

SET

DEFERRED SUBMITTAL REQUIREMENTSDEFERRED SUBMITTALS ARE THOSE PORTIONS OF DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE BUILDINGPERMIT APPLICATION AND HAVE RECEIVED PRIOR APPROVAL BY THE BUILDING OFFICIAL TO BE DEFERRED.

DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT AND GENERAL CONTRACTOR WITH FOUR WEEKS OF THEAWARD OF THE CONTRACT TO THE GENERAL CONTRACTOR. THIS PROCESS MAY VARY, BUT SHOULD ALLOW FORPOSSIBLE 4-6 REVIEW PROCESS. CONTRACTOR IS RESPONSIBLE TO COORDINATE FOR REVIEW TIMES IN CRTICAL PATH OFCONSTRUCTION.

DEFERRED SUBMITTAL PROCESS:

1 - THE DEFERRED SUBMITTAL SHALL FIRST BE REVIEWED BY THE GENERAL CONTRACTOR FOR COMPLIANCE WITH THECONSTRUCTION DOCUMENTS. THE SUBMITTAL MUST BE REVIEWED, APPROVED, STAMPED AND SIGNED BY THE GENERALCONTRACTOR BEFORE BEING SUBMITTED TO THE ARCHITECT.

2 - THE GENERAL CONTRACTOR SHALL SUBMIT FOUR SETS OF THE DEFERRED SUBMITTAL THE ARCHITECT.

3 - THE DEFERRED SUBMITTAL ITEMS WILL BE REVIEWED BY THE ENGINEER OR ARCHITECT IN RESPONSIBLE CHARGE. THEENGINEER OR ARCHITECT WILL ATTACH A LETTER TO THE SUBMITTAL STATING THAT THE DEFERRED ITEM IS INCONFORMANCE WITH THE DESIGN OF THE STRUCTURE. ALL FINAL APPROVALS SHALL BE BY STATE BUILDING OFFICIAL.

4 - THE FOUR SETS OF DEFERRED SUBMITTALS FOUND TO BE IN COMPLIANCE OF DESIG SHALL BE DISTRIBUTED AS FOLLOWS

A - TWO SETS SHALL BE DELIVERED BY THE DESIGN PROFESSIONAL TO THE STATE BUILDING OFFICIAL FORREVIEW AND APPROVAL.

B - ONE SET SHALL BE RETAINED BY ARCHITECT/ DESIGN ENGINEER.

C - ONE SET SHALL BE RETURNED TO THE CONTRACTOR.

5 - THE DESIGN PPROFESSIONAL SHALL COORDINATE WITH STATE BUILDING OFFICIAL FOR FINAL APPROVAL. UPONAPPROVAL - THE DESIGN PROFESSIONAL SHALL DELIVER ONE COPY OF APPROVED DEFERRED SUBMITTAL TOCONTRACTOR - TO CONTRACTOR OFFICE ON JOB SITE.

6 - THE CONTRACTOR SHALL MAINTAIN ONE COPY OF APPROVED SUBMITTAL ON SITE FOR REFERENCE BY INSPECTORS,AND SUB CONTRACTORS FOR COMPLETION OF THE WORK.

7 - THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNITL SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BYBUILDING OFFICIAL. ALL WORK COMPLETED PRIOR TO APPROVAL AND REQUIRES CHANGE OR MODIFICATION DUE TOAPPROVALS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

8 - COORDINATE WITH GENERAL NOTES OF STRUCTURAL, MECHANICAL, AND ELECTRICAL FOR ADDITIONALINSTRUCTIONS.

DEFERRED SUBMITTAL LIST:

1 - FIRE ALARM PLAN, SYSTEMS, AND DEVICES - SEE OUTLINE IN ELECTRICAL DRAWINGS AND SPECIFICATIONS. THISSUBMITTAL MUST BE APPROVED BY THE ARCHITECT / ENGINEER, STATE FIRE MARSHAL, AND STATE BUILDINGDEPARTMENT PRIOR TO CONSTRUCTION.

2 - OPEN WEB STEEL JOISTS.

SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH IBC 2009 CHAPTER 17, SECTION 1704.

SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTSTO THE BUILDING OFFICIAL, AND TO THE REGISTERED DESIGN PROFESSIONALS IN RESPONSIBLE CHARGE. (2009 IBCSECTION 1704.1.2).

SPECIAL INSPECTIONS REQUIRED: SEE REQUIRED SPECIAL INSPECTIONS AND TESTING ON DFCM FORM ON THIS SHEET.

SEE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL GENERAL NOTES FOR ADDITIONAL SPECIAL INSPECTIONREQUIREMENTS.

REQUIRED INSPECTION: INSPECTION OF WEATHER-RESISTIVE BARRIER AND FLASHING AS REQUIRED BY IBC 2009 SECTION1405.3 TO PREVENT WATER FROM ENTERING THE WEATHER RESISTANT EXTERIOR WALL ENVELOPE. SEE IBC STATEAMENDMENTS TO SECTION 109.3.5 AND SECTION 1405.3.

SEE SPECIFICATIONS FOR REQUIREMENTS FOR SPECIAL INSPECTIONS.

SPECIAL INSPECTIONS



PROJECT NO.

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ph. 801.269.0055fax 801.269.1425

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DATE:

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4 2:

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CODE ANALYSIS

G002

BID

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CONTINUED ON NEXT COLUMN CONTINUED ON NEXT COLUMN



W

DY

H

D Y

H

WTR

WTR

R32.50'

19.96'

10+00

10+50

10+90

10+00

10+50

10+85

CODE ANALYSIS LEGENDIBC 2012 REFERENCED

MINIMUM REQUIRED STAIR WIDTH

MINIMUM REQUIRED EXIT WIDTH

REQUIRED EXIT LIGHT LOCATIONS. SEE IBCSECTION 1011. (SHOWN ON ELECTRICAL DRAWINGS)

MAXIMUM OCCUPANT LOAD THRU EXIT


FIRE DEPARTMENT CONNECTION (FDC)

EXIT WIDTH PROVIDED

STAIR WIDTH PROVIDED

EXIT166 OCC.

3'-0"R4'-0"P

NUMBER OF OCCUPANTS IN EXIT ROUTE

STAIR166 OCC.

4'-6"R6'-0"P

ROOMS WITH AN OCCUPANT LOAD OF50 OR MORE IN GROUP A OCCUPANCY SHALL HAVETWO EXITS AND ARE REQUIRED TO HAVE PANICHARDWARE (IBC SECTION 1008.1.10)

(LOCATION SHOWN BY LARGE ARROW)

ACCESSIBLE ELEMENT

NON-ACCESSIBLE ELEMENT

ONE-HOUR FIRE RATED SEMI-RECESSED FIREEXTINGUISHER CABINET AND FIRE EXTINGUISHERFIRE EXTINGUISHER - 2A: 10BC

NON-RATED SURFACE MOUNTED FIRE EXTINGUISHERCABINET AND FIRE EXTINGUISHERFIRE EXTINGUISHER - 4A: 60BC

FE1

FE2

TWO HOUR RATED FIRE WALL (IBC 706)

#

COMMON PATH OF TRAVEL AS PER IBC TABLE 1014.3CPT

EXIT ACCESS TRAVEL DISTANCE AS PER IBC TABLE 1016.2

EXIT DISCHARGE TO PUBLIC WAY - IBC 1027ED

CLASS 1 STAND-PIPE (905.3.1 - EXCEPTION #1)

REQUIRED EXIT W/ EXIT LIGHT & SIGNAGE

SF OCCOLF OL

ROOM/AREA SQUARE FOOTAGE

OCCUPANCY GROUP

OCCUPANT LOAD

OCCUPANCY LOAD FACTOR(n=NET sf, g=GROSS SF)

PANIC HARDWARE REQUIRED

GENERAL CODE ANALYSIS INFORMATION

1. FOR THE CODE ANALYSIS WHICH THE INFORMATION NOTED ON THESEFLOOR PLANS IS BASED ON- SEE SHEET G-002.

2. SEE SHEETS A104 - A110 FOR WALL TYPES AND SHEETS G004- G005 FORWALL AND FLOOR/CEILING ASSEMBLY G006.

NEW CONSTRUCTION

PROJECT NO.

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Dat

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ph. 801.269.0055fax 801.269.1425

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SHEET NUMBER:

REVISIONS:

DATE:

9/9/

2014

11:

44:0

5 A

M

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SITE PLAN- CODEANALYSIS

G003

BID

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NEW CONSTRUCTION + EXISTING = ONE BUILDING

ACCESSIBLE PARKING SIGNSEE SHEET G008

ACCESSIBLE PARKING SIGNSEE SHEET G008



WTR

WTR

10+50

10+50

WTR

WTR

10+50

10+50

UP

UP

HOSE BIBB

FD








EXIT WIDTH PROVIDED


EXIT166 OCC.

3'-0"R4'-0"P


STAIR166 OCC.

4'-6"R6'-0"P



ACCESSIBLE ELEMENT




FE1

FE2


#






SF OCCOLF OL


OCCUPANCY GROUP

OCCUPANT LOAD






H H

1

1

G G

4

4

A A

B B

D D

C C

E E

F F

J J

2

2 3

3

5

5

6

6

7

7

8

8

ELEVATOR017

STAIR001

BICYCLE002A

SALLY PORT002

STORAGE003

HOLDING004

HOLDING005

RESTROOM006INTAKE

007

CORRIDOR009

INTERVIEW008

PATROLSERGEANT

011

PATROLSERGEANT

010

EVIDENCE012

BRIEFING013

PATROLSERGEANT

018

PATROLSERGEANT

019

TRAFFIC020

ARMORY022

WORK ROOM023

PATROL STOR.024

REPO

RTS

AIR WELL

EVIDENCE LOCKERS

GUNS016

DRYING014

DRUGS015

STAIR021

B.2

STAIR 001OL = 69.7

R = 20.9" (44")

P = 44"

1192

EXIT #2OL = 28.5R = 11.4"P = 36"

S-2

200g 5.9

426 S-2

300g 1.4

STAIR 021OL = 28.5

R = 8.5" (44")

P = 44"

NEW CONSTRUCTION (SHADED)-STORY 1CONSTRUCTION TYPE- IIBFIRE SPRINKLER- NFPA 13OCCUPANCY- 'B' (5,066 SF), 'S-2' (1,326 SF)OCCUPANT LOAD= 57 (2) EXITS REQUIRED

CPT=

46

FT.

EATD

= 88

FT.

EXISTING CONSTRUCTION- 15,260 SF THIS STORYCONSTRUCTION TYPE- IIBFIRE SPRINKLER- NFPA 13OCCUPANT LOAD= 153

470 B

100g 4.7

826 B

300g 2.7

134 S-2

300g 0.45

230 B

300g 0.77

122 B

100g 1.2

175 B

100g 1.7

ACCESSORY

EXIT #1OL = 28.5R =11.4"P = 36"

EXIT #1

EXIT #2

EATD

= 83

FT.

FE2

1-HR INTERIOR EXIT STAIRWAY AS PER IBC 1022

1-HR FIRE BARRIER AS PER IBC 1022.2



FE1

FE1

1-HR ELEVATOR SHAFT AS PER IBC713.14 WITH ALL WALLS OF 1-HRFIRE BARRIERS AS PER IBC 713.4

PROJECT NO.

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ph. 801.269.0055fax 801.269.1425

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LOWER FLOOR PLAN-CODE ANALYSIS

G003A

BID

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1/8" = 1'-0" G003ALEVEL 0 - LOWER FLOOR PLAN - CODE ANALYSIS 1



DN

UP

DN

UP








EXIT WIDTH PROVIDED


EXIT166 OCC.

3'-0"R4'-0"P


STAIR166 OCC.

4'-6"R6'-0"P



ACCESSIBLE ELEMENT




FE1

FE2


#






SF OCCOLF OL


OCCUPANCY GROUP

OCCUPANT LOAD






H H

1

1

G G

4

4

A A

B B

D D

C C

E E

F F

J J

2

2 3

3

5

5

6

6

7

7

8

8

WAITING127

INT. ROOM126

RESTROOM128

RECEPTION125

MAIL122 ELEVATOR

123

STAIR124

SUPPLY/COPY119

RECORDSSTOR.

113

BREAK ROOM103

STAIR101

SERVERROOM

105

ASSISTANTCAPTAIN

106

UNFINISHED104

CONFERENCEROOM

107WOMEN'SRESTROOM

108

MEN'SRESTROOM

109ASSISTANTCAPTAIN

110

ADMIN.SERGEANT

111

SUPPORTSUPERVISOR

112

CHIEF114

B.2

STAIR 101OL = 31

R = 9.3" (44")

P = 44"

1016EXIT #2OL = 31R = 6.2"P = 36"

B

100g 10.2

STAIR 124OL = 31

R = 9.3" (44")

P = 44"

NEW CONSTRUCTION (SHADED)-STORY 2CONSTRUCTION TYPE- IIBFIRE SPRINKLER- NFPA 13OCCUPANCY- 'B' (6,225 SF)OCCUPANT LOAD= 62 (2) EXITS REQUIRED

CPT= 53 FT.EATD= 79 FT.


80 B

100g 0.8

EXIT #1OL = 31R =6.2"P = 36"

EXIT #1

EXIT #2

EATD

= 83

FT.

200 B

100g 2

528 B

100g 5.3

234 B

100g 2.3

516 B

100g 5.1

198 B

100g 2

294 B

100g 2.9

EXIT #1

FE2

FE1

EATD= 98 FT.






PROJECT NO.

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ph. 801.269.0055fax 801.269.1425

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4 2:

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MAIN FLOOR PLAN-CODE ANALYSIS

G003B

BID

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1/8" = 1'-0" G003BLEVEL 1 - MAIN FLOOR PLAN - CODE ANALYSIS 1



DN

DN








EXIT WIDTH PROVIDED


EXIT166 OCC.

3'-0"R4'-0"P


STAIR166 OCC.

4'-6"R6'-0"P



ACCESSIBLE ELEMENT




FE1

FE2


#






SF OCCOLF OL


OCCUPANCY GROUP

OCCUPANT LOAD






H H

1

1

G G

4

4

A A

B B

D D

C C

E E

F F

J J

2

2 3

3

5

5

6

6

7

7

8

8

UNFINISHED202

STAIR201

STAIR219

ELEVATOR218

B.2

STAIR 201OL = 31.5

R = 9.45" (44")

P = 44"

2842EXIT #2OL = 31.5R = 6.3"P = 36"

B

100g 28.4

STAIR 219OL = 31.5

R = 9.45" (44")

P = 44"

NEW CONSTRUCTION (SHADED)-STORY 3CONSTRUCTION TYPE- IIBFIRE SPRINKLER- NFPA 13OCCUPANCY- 'B' (6,258 SF)OCCUPANT LOAD= 63 (2) EXITS REQUIRED

CPT= 30 FT.

EATD

= 67

FT.


EXIT #1OL = 31.5R = 6.3"P = 36"

EXIT #1

EXIT #2

182 B

100g 1.8

89 B

100g 0.9

89 B

100g 0.9

89 B

100g 0.9

185 B

100g 1.8

123 B

100g 1.2130 B

100g 1.3

1708 B

100g 17.1

EXIT #2

DEAD ENDCORRIDOR = 20' < 50'



FE1

EATD

= 81

FT.

1-HR INTERIOR EXITSTAIRWAY AS PER IBC 1022


OPEN TO BELOWOPEN TOBELOW

OPEN TO BELOW


PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

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UPPER FLOOR PLAN-CODE ANALYSIS

G003C

BID

SET

1/8" = 1'-0" G003CLEVEL 2 - UPPER FLOOR PLAN - CODE ANALYSIS 1



NOT RATED

CONCRETE STRUCTURAL WALL,1 1/2" MIN. COVERING OF REBAR

EXPOSED FACE LOCATIONS TO BE DRYPACKED FINISH

10" U.N.O.

SYSTEM DESCRIPTION- 10" CONCRETE FOUNDATION WALL (LOAD-BEARING) - REFER TO FLOOR PLAN FOR LOCATION- REFER TO STRUCTURAL DRAWINGS FOR ALL REINFORCEMENT REQUIREMENTS- COORDINATE WITH TOP OF WALL AND SLAB EDGE DETAILS

WALL TYPE A1

NOT RATED


5/8" GYPSUM BOARD SHEATHING

3 5/8" METAL STUDS @ 16" O.C.

BATT INSULATION

10" U.N.O.

WALL TYPE A2

- 10" CONCRETE FOUNDATION WALL (LOAD-BEARING) WITH METAL STUD FURRING - REFER TO FLOOR PLAN FOR LOCATION- REFER TO STRUCTURAL FOR ALL REINFORCING REQUIREMENTS- COORDINATE WITH TOP OF WALL AND SLAB EDGE DETAILS

METAL STUDS:- 3-5/8" 20 GA. METAL STUDS SPACED 16" O.C.- CONTINUOUS FROM SLAB TO UNDERSIDE OF DECK.- REFER TO SPECIFICATIONS FOR WALL TOLERANCES.

GYPSUM BOARD:- 5/8" TYPE "X" GYPSUM BOARD, TAPED, SANDED, AND FINISHED AS SELECTED.- SEE FINISH SCHEDULE.

AIR SPACE:- 1/2" AIR SPACE OR 30# FELT IN AREAS WHERE STUD RESTS AGAINST CMU WALL.

BATTS AND BLANKETS:- R-15 BATT INSULATION AT EXTERIOR WALL, FULL HEIGHT OF WALL.- REFER TO INSULATION SCHEDULE.

SYSTEM DESCRIPTION

AIR SPACE

NOT RATED

8" CMU BLOCK

SOLID GROUT AS PER STRUCTURALREQUIREMENTS.

7/8" FURRING HAT CHANNEL @ 16" O.C. TYP.

5/8" GYPSUM BOARD - TAPED, SANDED, ANDPAINTED AS SELECTED.

WALL TYPE B2

SYSTEM DESCRIPTION- 8" CONCRETE BLOCK WALL (LOAD-BEARING) WITH METAL HAT CHANNEL FURRING

CONCRETE MASONRY UNITS:- REFER TO STRUCTURAL FOR ALL REINFORCING REQUIREMENTS.- PROVIDE VERTICAL CONTROL JOINTS AT 20'-0" O.C., U.N.O., RE: ELEVATIONS FOR C.J. LOCATIONS.- PROVIDE U BLOCK AT ALL OPENING BOND BEAMS - ALL OPENINGS SHALL HAVE BULLNOSE CORNERS.- REFER TO ELEVATIONS FOR HONED AND/OR SPLIT-FACE LOCATIONS.

METAL STUDS:- 7/8" METAL HAT CHANNEL FURRING SPACED 16" O.C.- CONTINUOUS FROM SLAB TO 6" ABOVE CEILING.- REFER TO SPECIFICATIONS FOR WALL TOLERANCES.

GYPSUM BOARD:- 5/8" TYPE GYPSUM BOARD, TAPED, SANDED, AND FINISHED AS SELECTED.- SEE FINISH SCHEDULE.

NOT RATED


EXPOSED FACE LOCATIONS TO BE DRYPACKED FINISH

12" U.N.O.

SYSTEM DESCRIPTION- 12" CONCRETE FOUNDATION WALL (LOAD-BEARING) - REFER TO FLOOR PLAN FOR LOCATION- REFER TO STRUCTURAL DRAWINGS FOR ALL REINFORCEMENT REQUIREMENTS- COORDINATE WITH TOP OF WALL AND SLAB EDGE DETAILS

WALL TYPE A3

NOT RATED

8" CMU BLOCKING - EXPOSEDFINISH AT INTERIOR - CLEAR COATFINISH AS PER PROJECTSPECIFICATIONS.

SOLID GROUT AS PER STRUCTURALREQUIREMENTS.

CONCRETE MASONRY UNITS:- REFER TO STRUCTURAL FOR ALL REINFORCING REQUIREMENTS.- PROVIDE VERTICAL CONTROL JOINTS AT 20'-0" O.C., UNLESS NOTED OTHERWISE, REFER TO ELEVATIONS FOR C.J. LOCATIONS.- PROVIDE U BLOCK AT ALL OPENING BOND BEAMS - ALL OPENINGS SHALL HAVE BULLNOSE CORNERS.- REFER TO ELEVATIONS FOR HONED AND/OR SPLIT-FACE LOCATIONS.

WALL TYPE B17 5/8"

SYSTEM DESCRIPTION- 8" CONCRETE BLOCK WALL (LOAD-BEARING)

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

54:2

6 PM

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8402

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30 APR 201413088

WALL TYPE DETAILS

G004

BID

SET

1 1/2" = 1'-0" G004WALL TYPE A1 - 10" CONCRETE WALL 7

1 1/2" = 1'-0" G004WALL TYPE A2 - 10" CONCRETE WALL W/ FURRING 8

1 1/2" = 1'-0" G004WALL TYPE B2 - CMU WALL W/ STUD WALL FURRING 11

1 1/2" = 1'-0" G004WALL TYPE A3 - 12" CONCRETE WALL 9

1 1/2" = 1'-0" G004WALL TYPE B1 - CMU WALL 10



NOT RATED

5/8" GYPSUM SHEATHING

6" METAL STUDS @ 16" O.C.

BATT INSULATION

DENSGLASS SHEATHING

WEATHER BARRIER

BRICK VENEER

AIR SPACE

3 5/8" 1"1 1/2" 5/8"

6" 5/8"

1 1/2" RIGID INSULATION

VAPOR BARRIER

16"

SYSTEM DESCRIPTION:- EXTERIOR 6" METAL STUD WALL WITH BRICK (NON LOAD-BEARING).

WALL TYPE C1

METAL STUDS:- 6" METAL STUDS SPACED AT 16" O.C.- RE: WALL SECTIONS AND ELEVATIONS FOR WALL HEIGHT.- REFER TO SPECIFICATIONS FOR WALL TOLERANCES.

WALL SHEATHING:- 5/8" DENSGLASS WALL SHEATHING.- REFER TO SPECIFICATIONS.

MOISTURE BARRIER:- TYVEK HOUSEWRAP.- REFER TO SPECIFICATIONS.

BRICK CLADDING:- REFER TO MANUFACTURER SPECIFICATIONS FOR MATERIALS AND METHODS.- COLOR AS SELECTED.

BATTS AND BLANKETS:- R-19 CAVITY BATT/SOUND INSULATION.- REFER TO SPECIFICATIONS.

RIGID INSULATION:- 1 1/2" CONTINUOUS RIGID INSULATION BARRIER.- REFER TO SPECIFICATIONS.

GYPSUM BOARD:- 5/8" GYPSUM WALL BOARD, TAPED, SANDED, AND FINISHED AS SELECTED.- SEE FINISH SCHEDULE.

NOT RATED

5/8" GYPSUM SHEATHING


BATT INSULATION

DENSGLASS GYPSUM SHEATHING

WEATHER BARRIER

E.I.F.S. WALL SYSTEM

AIR SPACE

16"

SYSTEM DESCRIPTION:- EXTERIOR 6" METAL STUD WALL WITH E.I.F.S. (NON LOAD-BEARING).

WALL TYPE C2

METAL STUDS:- 6" METAL STUDS SPACED AT 16" O.C.- RE: WALL SECTIONS AND ELEVATIONS FOR WALL HEIGHT.- REFER TO SPECIFICATIONS FOR WALL TOLERANCES.

WALL SHEATHING:- 5/8" DENSGLASS WALL SHEATHING.- REFER TO SPECIFICATIONS.

MOISTURE BARRIER:- TYVEK HOUSEWRAP.- REFER TO SPECIFICATIONS.

E.I.F.S. FINISH SYSTEM:- REFER TO MANUFACTURER SPECIFICATIONS FOR MATERIALS AND METHODS.- COLOR AS SELECTED.

BATTS AND BLANKETS:- R-19 CAVITY BATT/SOUND INSULATION.- REFER TO SPECIFICATIONS.

GYPSUM BOARD:- 5/8" GYPSUM WALL BOARD, TAPED, SANDED, AND FINISHED AS SELECTED.- SEE FINISH SCHEDULE.

RE: SPEC. FOR THICKNESS

5/8" 6" 5/8"

VAPOR BARRIER

NOT RATED

5/8" GYPSUM WALL BOARD

16"

SYSTEM DESCRIPTION:- INTERIOR 3 5/8" METAL STUD WALL (NON LOAD-BEARING).

WALL TYPE C4

METAL STUDS:- 3 5/8" METAL STUDS SPACED AT 16" O.C.- CONTINUOUS FROM FLOOR SLAB TO 6" ABOVE CEILING.- REFER TO SPECIFICATIONS FOR WALL TOLERANCES.

GYPSUM WALL BOARD:- 5/8" GYPSUM WALL BOARD, TAPED, SANDED, AND FINISHED AS SELECTED.- SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS.


5/8" 3 5/8" 5/8"

NOT RATED

5/8" TYPE 'X' GYPSUM WALL BOARD

BULLET-RESISTANT FIBERGLASSPANEL, SEE SPECIFICATION


16"

SYSTEM DESCRIPTION:- INTERIOR 3 5/8" METAL STUD WALL (NON LOAD-BEARING), BULLET-RESISTANT.

WALL TYPE C8


GYPSUM WALL BOARD:- 5/8" TYPE 'X' GYPSUM WALL BOARD, TAPED, SANDED, AND FINISHED AS SELECTED.- SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS.

5/8" 3 5/8"7/16"5/8"

BULLET-RESISTANT PANEL:- 7/16" NOMINAL THICKNESS WOVEN BALLISTIC GRADE FIBERGLASS CLOTH.- SEE PRODUCT SPECIFICATIONS.

NOT RATED



VAPOR BARRIER, TAPE ALL SEAMS

UNFINISHED SPACE THIS SIDE OF WALL

16"

SYSTEM DESCRIPTION:- INTERIOR 3 5/8" METAL STUD WALL (NON LOAD-BEARING), FINISH (1) SIDE.

WALL TYPE C6


GYPSUM WALL BOARD:- 5/8" GYPSUM WALL BOARD (1 SIDE), TAPED, SANDED, AND FINISHED AS SELECTED.- SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS.

5/8" 3 5/8"

NOT RATED



16"

SYSTEM DESCRIPTION:- INTERIOR 6" METAL STUD WALL (NON LOAD-BEARING).

WALL TYPE C9

METAL STUDS:- 6" METAL STUDS SPACED AT 16" O.C.- CONTINUOUS FROM FLOOR SLAB TO 6" ABOVE CEILING.- REFER TO SPECIFICATIONS FOR WALL TOLERANCES.

GYPSUM WALL BOARD:- 5/8" GYPSUM WALL BOARD, TAPED, SANDED, AND FINISHED AS SELECTED.- SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS.

5/8" 6" 5/8"

NOT RATED



16"

SYSTEM DESCRIPTION:- INTERIOR 1 5/8" METAL STUD WALL (NON LOAD-BEARING), FINISH (1) SIDE.

WALL TYPE C3


GYPSUM WALL BOARD:- 5/8" GYPSUM WALL BOARD (1 SIDE), TAPED, SANDED, AND FINISHED AS SELECTED.- SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS.

5/8" 1 5/8"

UL DESIGN #U4191 HOUR RATED ASSEMBLY


16"

SYSTEM DESCRIPTION:- INTERIOR 3 5/8" METAL STUD WALL (NON LOAD-BEARING), 1-HOUR FIRE RATED.

WALL TYPE C5

METAL STUDS:- 3 5/8" METAL STUDS SPACED AT 16" O.C.- CONTINUOUS FROM FLOOR SLAB TO UNDERSIDE OF DECK.- REFER TO SPECIFICATIONS FOR WALL TOLERANCES.



5/8" 3 5/8" 5/8"FIRE BARRIER - SEE DETAIL 29/G008 FOR

LABELING REQUIREMENTS




VAPOR BARRIER, TAPE ALL SEAMS

CMU WALL THIS SIDE OF FURRING

16"

SYSTEM DESCRIPTION:- INTERIOR 3 5/8" METAL STUD WALL (NON LOAD-BEARING), FINISH (1) SIDE, 1-HOUR FIRE RATED.

WALL TYPE C7

METAL STUDS:- 3 5/8" METAL STUDS SPACED AT 16" O.C.- CONTINUOUS FROM FLOOR SLAB TO UNDERSIDE OF DECK.- REFER TO SPECIFICATIONS FOR WALL TOLERANCES.

GYPSUM WALL BOARD:- 5/8" TYPE 'X' GYPSUM WALL BOARD (1 SIDE), TAPED, SANDED, AND FINISHED AS SELECTED.- SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS.

5/8" 3 5/8"FIRE BARRIER - SEE DETAIL 29/G008 FOR





16"

SYSTEM DESCRIPTION:- INTERIOR 6" METAL STUD WALL (NON LOAD-BEARING), 1-HOUR FIRE RATED.

WALL TYPE C10

METAL STUDS:- 6" METAL STUDS SPACED AT 16" O.C.- CONTINUOUS FROM FLOOR SLAB TO UNDERSIDE OF DECK.- REFER TO SPECIFICATIONS FOR WALL TOLERANCES.


5/8" 6" 5/8"FIRE BARRIER - SEE DETAIL 29/G008 FOR





16"

SYSTEM DESCRIPTION:- INTERIOR 8" METAL STUD WALL (NON LOAD-BEARING), 1-HOUR FIRE RATED.

WALL TYPE C11

METAL STUDS:- 8" METAL STUDS SPACED AT 16" O.C.- CONTINUOUS FROM FLOOR SLAB TO UNDERSIDE OF DECK.- REFER TO SPECIFICATIONS FOR WALL TOLERANCES.


5/8" 8" 5/8"FIRE BARRIER - SEE DETAIL 29/G008 FOR


PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

54:2

9 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

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8402

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30 APR 201413088

WALL TYPE DETAILS

G005

BID

SET

1 1/2" = 1'-0" G005WALL TYPE C1 - BRICK VENEER ON 6" METAL STUD W/ GYPSUM WALL BOARD 7

1 1/2" = 1'-0" G005WALL TYPE C2 - EIFS ON 6" METAL STUD W/ GYPSUM WALL BOARD 8

1 1/2" = 1'-0" G005WALL TYPE C4 - 3 5/8" METAL STUD W/ 5/8" GYPSUM WALL BOARD 10

1 1/2" = 1'-0" G005WALL TYPE C8 - 3 5/8" METAL STUD W/ 5/8" GYP. BOARD - BULLET-RESISTANT 20

1 1/2" = 1'-0" G005WALL TYPE C6 - 3 5/8" METAL STUD W/ 5/8" GYPSUM WALL BOARD (1 SIDE) 12

1 1/2" = 1'-0" G005WALL TYPE C9 - 6" METAL STUD W/ 5/8" GYPSUM WALL BOARD 21

1 1/2" = 1'-0" G005WALL TYPE C3 - 1 1/2" METAL STUD W/ 5/8" GYPSUM WALL BOARD (1 SIDE) 9

1 1/2" = 1'-0" G005WALL TYPE C5 - 3 5/8" METAL STUD W/ 5/8" GYPSUM WALL BOARD - 1-HOUR 11

1 1/2" = 1'-0" G005WALL TYPE C7 - 3 5/8" METAL STUD W/ 5/8" GYP. BOARD (1 SIDE) - 1-HOUR 19

1 1/2" = 1'-0" G005WALL TYPE C10 - 6" METAL STUD W/ 5/8" GYPSUM WALL BOARD - 1-HOUR 22

1 1/2" = 1'-0" G005WALL TYPE C11 - 8" METAL STUD W/ 5/8" GYPSUM WALL BOARD - 1-HOUR 23



6"SE

E STR

UCT.

COMPOSITE SLAB,SEE STRUCT.

STRUCTURAL STEEL,SEE STRUCT.

CEILING, SEE PLANAND LEGEND

SEE C

LG. P

LAN

5/8” TYPE-XGYPSUM BOARD

CEILING TYPE CT-1 CEILING TYPE CT-2

6"SE

E STR

UCT.


STRUCTURAL STEEL,SEE STRUCT.

CEILING, SEE PLANAND LEGEND

SEE C

LG. P

LAN

CEILING TYPE CT-3

6"SE

E STR

UCT.


STRUCTURAL STEEL(WHERE OCCURS),SEE STRUCT.

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

54:3

0 PM

DRA

PER

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CEILING TYPE DETAILS

G006

BID

SET

1 1/2" = 1'-0" G006CEILING TYPE CT-1 7

1 1/2" = 1'-0" G006CEILING TYPE CT-2 8

1 1/2" = 1'-0" G006CEILING TYPE CT-3 9



POST MOUNTED

CONCRETE FOOTING

2" STEEL TUBE, PRIMED ANDPAINTED (WHITE)

SLOPE CONCRETE AWAYFROM TUBE

METAL SIGN W/ SILK SCREENLETTERS AND CONCEALEDFASTENERS. BLUE BACKGROUNDWITH WHITE LETTERS.

ACCESSIBLEPARKING

ONLYAB

OVE T

HE FL

OOR O

F THE

PARK

ING

SPAC

EM

EASU

RED

TO TH

E BOT

TOM

OF T

HE SI

GNTHE SIGN AT VAN ACCESSIBLEPARKING SPACES SHALL READ:"VAN ACCESSIBLE PARKING ONLY"

THE SIGN AT THE ACCESSIBLEPARKING SPACES SHALL READ:"ACCESSIBLE PARKING ONLY"

1'-0"

1'-0"

2' - 6

"5'-

0" MI

N.1'

- 6"

1' - 1

1 243

/256

"

1. ACCESSIBLE SIGNS SHOULD IDENTIFY PERMANENT ROOMS AND SPACES, INCLUDING ROOM NUMBERS,EMERGENCY EXITS, AND TOILET FACILITIES. IF ROOM NUMBERS ARE NOT USED, SIGNS SUCH AS "CAFETERIA" MUST BEACCESSIBLE.

3. IDENTIFY SUCH ACCESSIBLE FEATURES AS ASSISTIVE LISTENING DEVICES, PARKING, AND TEXT TELEPHONES. WHENNOT ALL SUCH FEATURES ARE ACCESSIBLE, IDENTIFY THE ACCESSIBLE ONES (E.G., TOILET ROOMS AND PARKING)AND PROVIDE DIRECTIONAL SIGNAGE FROM INACCESSIBLE ONES. USE PICTOGRAMS AT LEAST 6 IN. HIGHACCOMPANIED BY A VERBAL DESCRIPTION.

2. DIRECTIONAL AND INFORMATIONAL SIGNS FOR PERMANENT FUNCTIONAL SPACES (SUCH AS SIGNS TOAUDITORIUMS OR ELEVATORS) SHOULD BE ACCESSIBLE. A. CHARACTER PROPORTIONS SHOULD COMPLY WITHADAAG 4.30.2. B. CHARACTERS SHOULD BE AT LEAST 3 IN. HIGH; INCREASE CHARACTER HEIGHT AS VIEWINGDISTANCE INCREASES.

E. MOUNTING: SEE DETAIL 11/A8.2 FOR MOUNTING HEIGHT AND LOCATION.

D. PROVIDE CONTRAST BETWEEN THE CHARACTERS AND BACKGROUND.

C. SURFACES SHOULD HAVE A NONGLARE FINISH; LEVEL OF SHEEN MUST BE "EGGSHELL" OR LESS.

B. PICTOGRAM BORDERS SHOULD BE AT LEAST 6 IN. HIGH.

A. LETTERS AND NUMERALS: RAISED 1/32 IN. MINIMUM, UPPERCASE, SANS SERIF, 5/8 TO 2 IN. IN HEIGHT, ANDACCOMPANIED BY GRADE 2 BRAILLE.

ACCESSIBLE SIGNAGEBUILDING SIGNAGE FOR NEW CONSTRUCTION SEE ADAAG SECTION 4.30.

6" M

IN

IBC 2012 501.2 ADDRESS NUMBERS .BUILDING SHALL HAVE APPROVEDADDRESS NUMBERS, BUILDINGNUMBERS OR APPROVED BUILDINGIDENTIFICATION PLACED IN A POSITIONTHAT IS PLAINLY LEGIBLE AND VISIBLEFROM THE STREET OR ROAD FRONTINGTHE PROPERTY. THESE NUMBERS SHALLCONTRAST WITH THEIR BACKGROUND.ADDRESS NUMBERS SHALL BE ARABICNUMBERALS OR ALPHABETICAL LETTERS.NUMBERS SHALL BE A MINIMUM OF 4INCHES HIGH WITH A MINIMUM STROKEWIDTH OF 0.5 INCH.

NO TACTILE OR BRAILLE CHARACTERSREQUIRED

1/2" MIN STROKE WIDTH

CHAR

ACTE

R HEIG

HT

ELEVATION

IBC 2012 1110.1 SIGNS .REQUIRED ACCESSIBLE ELEMENTSSHALL BE IDENTIFIED BY THEINTERNATIONAL SYMBOL OFACCESSIBILITY.

1110.2 DIRECTIONAL SIGNAGE .DIRECTIONAL SIGNAGEINDICATING THE ROUTE TO THENEAREST LIKE ACCESSIBLEELEMENT SHALL BE PROVIDED ATTHE LOCATIONS LISTED IN SIGNAGESCHEDULE. THESE DIRECTIONALSIGNS SHALL INCLUDE THEINTERNATIONAL SYMBOL OF ACCESSIBILITY.

NO TACTILE OR BRAILLECHARACTERS ARE REQUIRED.

6"

6"

ELEVATION

EXIT

IBC 2012 1011.3 TACTILE EXIT SIGNS.

A TACTILE SIGN STATING "EXIT" ANDCOMPLYING WITH ICC A117.1 SHALL BEPROVIDED ADJACENT TO EACH DOOR TOAN EGRESS STAIRWAY, AN EXITPASSAGEWAY AND THE EXIT DISCHARGE.

TACTILE CHARACTERS REQUIREDBRAILLE REQUIRED.

NOTE: ILLUMINATED EXIT SIGNSARE NOT COVERED BY THEARCHITECTURAL DRAWINGS ORSPECIFICTIONS - SEE ELECTRICALDRAWINGS FOR ILLUMINATED EXITSIGN FOR SPECIFICATIONS ANDLOCATIONS.

6"

2"

48" M

IN 60" M

AX

SIGN HEIGHT ABOVE THE FLOOR. TACTILE CHARACTERS SHALL BE 48INCHES MINIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINEOF THE LOWEST TACTILE CHARACTER AND 60 INCHES MAXIMUMABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE HIGHESTTACTILE CHARACTER. (ICC/ANSI 703.3.10)

SIGN LOCATION . WHERE A TACTILE SIGN IS PROVIDED AT A DOOR,THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SIDE.WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONEACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF.WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWOACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THE RIGHTHAND DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDEOF A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLE DOORS,SIGNS SHALL BE ON THE NEAREST ADJACENT WALL. SIGNSCONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT ACLEAR FLOOR AREA 18 INCHES MINIMUM BY 18 INCHES MINIMUM,CENTERED ON THE TACTILE CHARACTERS,, IS PROVIDED BEYOND THEARC OF THE ANY DOOR SWING BETWEEN THE CLOSED POSITIONAND 45 DEGREE OPEN POSITION. (ICC/ANSI 703.3.11)

NAMEROOM

ROOMNAME

SIGN

INACTIVE LEAFACTIVE LEAF ACTIVE LEAFACTIVE LEAF

SIGN SIGN

ELEVATION

(description orarrow to

accessible element)

IBC 2012 1110.1 SIGNS .REQUIRED ACCESSIBLE ELEMENTSSHALL BE IDENTIFIED BY THEINTERNATIONAL SYMBOL OFACCESSIBILITY.

1110.2 DIRECTIONAL SIGNAGE .DIRECTIONAL SIGNAGEINDICATING THE ROUTE TO THENEAREST LIKE ACCESSIBLEELEMENT SHALL BE PROVIDED ATTHE LOCATIONS LISTED IN SIGNAGESCHEDULE. THESE DIRECTIONALSIGNS SHALL INCLUDE THEINTERNATIONAL SYMBOL OFACCESSIBILITY.NO TACTILE OR BRAILLECHARACTERS ARE REQUIRED.

6"

8"

ELEVATION

MaximumOccupancy

For EachRoom

XX

IBC 2012 1004.3 POSTING OFOCCUPANT LOAD . EVERY ROOM ORSPACE THAT IS AN ASSEMBLYOCCUPANCY SHALL HAVE THEOCCUPANT LOAD OF THE ROOM ORSPACE POSTED IN A CONSPICUOUSPLACE, NEAR THE MAIN EXIT OR EXITACCESS DOORWAY FROM THEROOM OR SPACE. POSTED SIGNSSHALL BE OF AN APPROVED LEGIBLEPERMANENT DESIGN AND SHALL BEMAINTAINED BY THE OWNER ORAUTHORIZED AGENT.

NO TACTILE OR BRAILLE CHARACTERSREQUIRED.

SEE SIGNAGE SCHEDULE FOROCCUPANCY NUMBER

6"

6"

ICC/ANSI A117.1 2009

502.7 IDENTIFICATION . WHEREACCESSIBLE PARKING SPACESARE REQUIRED TO BE IDENTIFIEDBY SIGNS, THE SIGNS SHALLINCLUDE THE INTERNATIONALSYMBOL OF ACCESSIBILITY."

SUCH SIGNS SHALL BE 60 INCHESMINIMUM ABOVE THE FLOOR OFTHE PARKING SPACE, MEASUREDTO THE BOTTOM OF THE SIGN.

NO TACTILE OR BRAILLECHARACTERS REQUIRED.

SEE SIGNAGE TYPE 1 FOR POSTMOUNTED DETAILS.

VAN ACCESSIBLEPARKING ONLY

1' - 0"

1' - 4

"

ELEVATION

WOMEN

TACTILE AND BRAILLE CHARACTERSREQUIRED (ADAAG 4.1.3 (16))

NOTE: IF NOT ALL TOILET ROOMS AREACCESSIBLE, THE INTERNATIONALSYMBOL OF ACCESSIBILITY MUST BEPROVIDED AT THE ACCESSIBLE TOILETROOMS AND THOSE TOILET ROOMSTHAT ARE NOT ACCESSIBLE WILLREQUIRE DIRECTIONAL SIGNAGEINDICATING THE LOCATION OF THENEAREST ACCESSIBLE TOILET ROOMS.

IBC 2012 2902.4 SIGNAGE . A LEGIBLESIGN DESIGNATING THE SEX SHALL BEPROVIDED IN A READILY VISIBLELOCATION NEAR THE ENTRANCE TOEACH TOILET FACILITY. SIGNS FORACCESSIBLE TOILET FACILITIES SHALLCOMPLY WITH ICC/ANSI A117.1.

8"

6"

8"1 1

/2"

ELEVATION

ROOM NAME

ADAAG 4.30 TACTILE SIGNAGE .RAISED AND BRAILLE CHARACTERS AREREQUIRED ON SIGNS THAT "DESIGNATEPERMANENT ROOMS AND SPACES"INCLUDING RESTROOMS, EXITS, ROOMSBY NUMBER.

TACTILE CHARACTERS REQUIREDBRAILLE REQUIRED.

IFC 2009 605.3.1 LABELING. DOORSINTO ELECTRICAL PANEL ROOM SSHALL BE MARKED WITH A PLAINLYVISIBLE AND LEGIBLE SIGN STATING"ELECTRICAL ROOM" OR SIMILARAPPROVED WORDING.

NOTE:ADAAG: TEMPORARY SIGNS, WHICHARE EXEMPT INCLUDE IDENTIFICATIONOF TENANCIES, NAMES AND TITLES OFROOM OCCUPANTS, NON-FIXEDSIGNAGE, AND TEMPORARY POSTINGS.TEMPORARY SIGNS ARE NOT REQUIREDTO HAVE TACTILE OR BRAILLECHARACTERS.

2"

6"

LIBRARY

FIG 703.3.5

6"

6"

ELEVATION

In Fire EmergencyDo Not Use

Elevator

IBC 2012 3002.3 EMERGENCY SIGNSAN APPROVED PICTORIAL SIGN OFA STANDARDIZED DESIGN SHALL BEPOSTED ADJACENT TO EACHELEVATOR CALL STATION ON ALLFLOORS INSTRUCTING OCCUPANTSTO USE THE EXIT STAIRWAYS ANDNOT TO USE THE ELEVATORS IN CASEOF FIRE.

THE EMERGENCY SIGN SHALL NOTBE REQUIRED FOR ELEVATORS THATARE PART OF AN ACCESSIBLEMEANS OF EGRESS COMPLYINGWITH SECTION 1007.4.

TACTILE AND BRAILLE CHARACTERSREQUIRED.

Use Exit Stairs

3" M

IN

ELEVATION

IBC 2012 3002.4 ELEVATOR CAR TOACCOMMODATE AMBULANCESTRETCHER . WHERE ELEVATORS AREPROVIDED IN BUILDINGS FOUR ORMORE STORIES ABOVE GRADE PLANEOR FOUR OR MORE STORIES BELOWGRADE PLANE, AT LEAST ONEELEVATOR SHALL BE PROVIDED FORFIRE DEPARTMENT EMERGENCYACCESS TO ALL FLOORS.

THE ELEVATOR CAR SHALL BEIDENTIFIED BY THE INTERNATIONALSYMBOL FOR EMERGENCY MEDICALSERVICES (STAR OF LIFE). THE SYMBOLSHALL NOT BE LESS THAN 3 INCHESHIGH AND SHALL BE PLACED INSIDEON BOTH SIDE OF THE HOISTWAYDOOR FRAME.


IMAGE OF "STAR OF LIFE"

1'-0"

1'-4"

POST MOUNTED

RESERVED FORMAIL

DELIVERY,SERVICE AND

MAINTENANCE8:00 AM-6:00 PM

SUCH SIGNS SHALL BE 60 INCHESMINIMUM ABOVE THE FLOOR OFTHE PARKING SPACE, MEASURED TOTHE BOTTOM OF THE SIGN.

NO TACTILE OR BRAILLECHARACTERS REQUIRED.

6"

10"

ELEVATION

IBC 2012 1110.1 SIGNS .REQUIRED ACCESSIBLEELEMENTS SHALL BE IDENTIFIEDBY THE INTERNATIONAL SYMBOLOF ACCESSIBILITY.

IBC 2012 1007.6IDENTIFICATION . EACH DOORPROVIDING ACCESS TO ANAERA OF REFUGE FROM ANADJACENT FLOOR AREA SHALLBE IDENTIFIED BY A SIGNCOMPLYING WITH ICC A117.1.

TACTILE SIGNAGE COMPLYINGWITH ICC A117.1 SHALL BELOCATED AT EACH DOOR TOAN AREA OF REFUGE.

TACTILE AND BRAILLECHARACTERS REQUIRED.

AREAOF

REFUGE

1'-0"

1'-4"

WALL MOUNTED

ICC/ANSI A117.1 2009

502.7 IDENTIFICATION . WHEREACCESSIBLE PARKING SPACES AREREQUIRED TO BE IDENTIFIED BY SIGNS,THE SIGNS SHALL INCLUDE THEINTERNATIONAL SYMBOL OFACCESSIBILITY."

SIGNS SHALL BE 60 INCHES MINIMUMABOVE THE FLOOR OF THE PARKINGSPACE, MEASURED TO THE BOTTOMOF THE SIGN.


ACCESSIBLEPARKING

ONLY

3"

34"

3"

3"

2' - 0

"

3" THIS IS NOT AN EXIT2' - 0"

45.0°

LINE OF FLOOR

1" ± VERIFY W/ HINGES

FIELD VERIFY

VARIES - STAIR WIDTH

FINISH

ED W

ALL S

URFA

CE

2" HIGH PAINTED "HELVETIC" STYLE LETTERING

3" x 5/16" STEEL PLATE - EASE ALL EDGES W/GRINDER, PROVIDE POWDER COAT FINISH

4" 90° HINGE (SWINGS ONE WAY ONLY), SEEPLANS FOR SWING DIRECTION, WELD TO GATE &CONNECT TO WALL PROVIDE BLOCKING @WALLS AS REQUIRED FOR INSTALLATION.

STEEL PLATE GATE

HINGE WELDED TO STEEL PLATE - 1/8" FILLET WELD, CONTIN. 3 SIDES

PROVIDE 3/4"Ø x 4" LAGS AT STUD WALLS AND 3/4" x 4" EXP. ANCHORS AT MASONRY WALLPROVIDE 4x12 SOLID BLOCKING AT EACH HINGE AT STUD WALLS

HINGE PLAN

1" M

IN

IBC 2012: SECTION 703.7 MARKING AND IDENTIFICATION:FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERSAND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TOHAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BEEFFECTIVELY AND PERMANENTLY INDENTIFIED WITH SIGNS ORSTENCILING. SUCH IDENTIFICATION SHALL:

.

1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES;

EXCEPTION: WALLS IN GROUP R-2OCCUPANCIES THAT DO NO HAVE AREMOVABLE DECORATIVE CEILINGALLOWING ACCESS TO THE CONCEALEDSPACE.

1/2" MIN STROKE WIDTH

CHAR

ACTE

R HE

IGHT

2. BE REPEATED AT INTERVALS NOT EXCEEDING 30 FT.MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION;AND3. INCLUDE LETTERING NOT LESS THAN 1 INCH IN HEIGHT,INCORPORATING THE SUGGESTED WORDING: "FIRE AND/ORSMOKE BARRIER----PROTECT ALL OPENINGS," OR OTHERWORDING.

1/2"

MIN

IBC 2012 SECTION 717.4

1. ACCESS POINTS SHALL BE PERMANENTLY IDENTIFIEDON THE EXTERIOR BY A LABEL HAVING LETTERS GREATERTHAN OR EQUAL TO 1/2" IN HEIGHT.

2. LABEL SHOULD READ: "FIRE/SMOKE DAMPER,"“SMOKE DAMPER,” OR “FIRE DAMPER”

ELEVATION

SPRINKLER CONTROL VALVESTHE SPRINKLER EQUIPMENT ROOM AND FIREPROTECTION EQUIPMENT COMPONENTS(E.G. VALVES, PIPING, TAMPER SWITCHES,FLOW ALARMS, ETC.) SHALL REQUIRE PROPERIDENTIFICATION FOR USE BY THE FIREDEPARTMENT AS PER THE REQUIREMENTS OFSECTION 3-8.3 OF THE STANDARD FOR THEINSTALLATION OF SPRINKLER SYSTEMS (NFPA-13).

SPRINKLER EQUIPMENT ROOM DOORASSEMBLIES SHALL BE PROVIDED WITH ASIGN CONFORMING TO THE REQUIREMENTSOF NFPA-13 AND SHALL BE AT LEAST 4-INCHESIN HEIGHT AND SHALL READ "SPRINKLERCONTROL VALVES."

CHA

RAC

TER

H EIG

HT

4"

1'-0"

1'-0"

SAMPLE 1 SAMPLE 2 SAMPLE 4SAMPLE 3

NO ROOF ACCESS

STAIR 1

21 THROUGH 2

EXIT LEVEL 1

REFER TO SCHEDULE FORSPECIFIC TEXT ANDNUMBERING AS APPLICABLE.

ROOF ACCESS

STAIR 2

31 THROUGH 3

EXIT LEVEL 1

NO ROOF ACCESS

STAIR 4

21 THROUGH 3

EXIT LEVEL 1

IBC 2012- 1022.9 STAIRWAY FLOOR NUMBERSIGNS:A SIGN SHALL BE PROVIDED AT EACH

FLOOR LANDING IN INTERIOR EXIT ENCLOSURESCONNECTING MORE THAN THREE STORIESDESIGNATING THE FLOOR LEVEL, THE TERMINUSOF THE TOP AND BOTTOM OF THE STAIRENCLOSURE AND THE IDENTIFICATION OF THESTAIR.

THE SIGN SHALL STATE THE STORY OF, AND THEDIRECTION TO THE EXIT DISCHARGE AND THEAVAILABILITY OF ROOF ACCESS FROM THESTAIRWAY FOR THE FIRE DEPARTMENT.

THE SIGN SHALL BE LOCATED 5 FEET ABOVETHE FLOOR LANDING IN A POSITION THAT ISREADILY VISIBLE WHEN THE DOORS ARE IN THEOPEN AND CLOSED POSITIONS.

THE EXIT DOOR DISCHARGING TO THE OUTSIDEHAVE A TACTILE SIGN STATING 'STORY OFOR DIRECTION TO LEVEL OF EXIT DISCHARGE'

(SAMPLE 3)

STAIR LEVEL

LEVEL OF EXIT

STAIRIDENTIFICATION

ROOF ACCESSIDENTIFICATION

BRAILLE INDICATING STAIR LEVEL ANDEXIT IDENTIFICATION

NO ROOF ACCESS

STAIR 3

11 THROUGH 3

EXIT

DIRECTION TO EXITDISCHARGE

LEVEL OF TERMINUS AT TOPAND BOTTOM OF STAIR

1 1/2" = 1'-0" G008ACCESSIBLE PARKING SIGN TYPE 1 7

12" = 1'-0" G008ACCESSIBLE SIGNAGE NOTES 22

3" = 1'-0" G008BUILDING ADDRESS TYPE 4 20

3" = 1'-0" G008ACCESSIBLE ELEMENTS PLAQUE TYPE 6 8

3" = 1'-0" G008EXIT PLAQUE TYPE 14 9

1/2" = 1'-0" G008SIGNAGE MOUNTING LOCATIONS 18

3" = 1'-0" G008NON-ACCESSIBLE ELEMENTS PLAQUE TYPE 7 14

3" = 1'-0" G008OCCUPANCY PLAQUE TYPE 15 4

1 1/2" = 1'-0" G008ACCESSIBLE PARKING PLAQUE TYPE 2 13

3" = 1'-0" G008RESTROOM PLAQUE TYPE 5 2

3" = 1'-0" G008ROOM IDENTIFICATION PLAQUE TYPE 17 21

12" = 1'-0" G008VISUAL CHARACTER HEIGHT 24

3" = 1'-0" G008ELEVATOR PLAQUE TYPE 10 3

3" = 1'-0" G008ELEVATOR PLAQUE TYPE 13 10

1 1/2" = 1'-0" G008RESERVED PARKING PLAQUE TYPE 9 15

3" = 1'-0" G008ACCESSIBLE ELEMENTS PLAQUE TYPE 8 16

1 1/2" = 1'-0" G008ACCESSIBLE PARKING PLAQUE TYPE 3 19 PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



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SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

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4 PM

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SIGNAGE TYPES ANDDETAILS

G008

BID

SET

1" = 1'-0" G008TRAP GATE AT STAIRS 23

3" = 1'-0" G008FIRE RATED WALL IDENTIFICATION 29

3" = 1'-0" G008FIRE/SMOKE DAMPERS 30

3" = 1'-0" G008SIGNAGE - SPRINKLER CONTROL VALVE PLAQUE TYPE 21 28

3" = 1'-0" G008SIGNAGE - STAIRWAY TYPE 19 27



4'-0"

MIN

5'-0"

MIN

36" MIN 36" MIN

42" MIN 42" MIN

X<48"

X<48"

(B) 180 DEGREE TURN(EXCEPTION)

(A) 180 DEGREE TURN

SECTION 40.5.1

32" M

IN.

1:20 MAX SLOPE

24" MAX. 48" MIN. 24" MAX.

36" M

IN.

1:48 M

AX

CROS

S-SLO

PENOTES:1- ALONG ROUTE INCLUDE DOOR/MANEUVERING CLEARANCES, 180 DEGREE TURNS;CHANGES IN LEVEL AND PROTRUDING OBJECTS, SEE DETAILS ON THIS SHEET.2- ACCESSIBLE ROUTES > 200 FT. LONG MUST HAVE A PASSING SPACE OF 5'-0" x 5'-0".

SECTION 402 & 403

NOTE:DOORWAYS WITHOUT DOORS THAT ARE LESS THAT36 INCHES IN WIDTH SHALL HAVE MANEUVERINGCLEARANCES AS SHOWN. (ICC/ANSI A117.1SECTION 404.2.3.3)

SIDE APPROACH

FRON

TAP

PROA

CH

FRON

T APP

ROAC

H

4' - 0

" MIN

.

SIDE A

PPRO

ACH

3' - 6

" MIN

.

FRON

TAP

PROA

CH

4' - 0

" MIN

.

SLIDING AND FOLDING DOORSPOCKET OR HINGE APPROACH

HINGEAPPROACH

3' - 6

" MIN

.

5' - 0" MIN.

22" MIN.

STOP OR LATCH APPROACH

SLIDING AND FOLDING DOORS

LATCHAPPROACH

3' - 6

" MIN

.

2' - 0" MIN.

PULL SIDE

18" MIN.

24" PREF.5' - 0

"

X

PUSH SIDE

FRONT APPROACH - SWINGING DOORS

NOTE: IF Y=60", THEN X=36"IF Y=54" MIN, THEN X=42"

PULL SIDE X

Y

22" MIN.

Y

3' - 6

" MIN

.

4' - 10" X

PUSH SIDE

HINGE SIDE APPROACH - SWINGING DOORS

Y

4' - 0

" MIN

. NOTE: X=12" IF DOOR HAS BOTHCLOSER AND LATCH

NOTE: X=12" MIN. AND Y=48" MIN. IFDOOR HAS BOTH LATCH AND CLOSER

NOTE: Y=54" IF DOOR HAS CLOSER

2' - 0" MIN. Y

4' - 0

" MIN

.

Y

3' - 6

" MIN

.

LATCH SIDE APPROACH - SWINGING DOORS

NOTE: Y=48" MIN. IFDOOR HAS CLOSER

2' - 0" MIN.

FRONT APPROACH

SLIDING AND FOLDING DOORS

SECTION 404.2.3

A B

C D

F

E

G

PULL SIDE

PUSH SIDE

FRON

TAP

PROA

CH

> 8"18" MIN.

60" M

IN.

RECESSED DOOR AT PULL SIDE

> 8"48

" MIN

.

RECESSED DOOR AT PUSH SIDE(STANDARD HARDWARE)

> 8"48

" MIN

.

RECESSED DOOR AT PUSH SIDE(DOOR PROVIDED WITH BOTH

CLOSER AND LATCH)

12" MIN.

60" M

IN.

60" MIN.

60" MIN.

48" M

IN.

DOOR

WID

TH

DOOR

WID

TH48

" MIN

.DO

OR W

IDTH

60" MIN.

TWO DOORS IN A SERIES

SECTION 404.2.3

H

J K

L

M N

121

END OF RAMP

ELEVATION C

112

ELEVATION D

AEND OF RAMP

B

12" MIN.

12" MIN.

34" -

38"

<4"

34" -

38"

12" MIN.

12" MIN.

SECTION 405.8

4 TO 6-1/4" PERIMETER

(A) CIRCULAR

(B) NON-CIRCULAR

ICC/ANSI A117.1SECTION 505.7 HANDRAILCROSS-SECTION.

505.8 SURFACES. HANDRAILS, AND ANYWALL SURFACES ADJACENT TO THEM SHALLBE FREE OF ANY SHARP OR ABRASIVEELEMENTS. EDGES SHALL BE ROUNDED.

505.9 FITTINGS. HANDRAILS SHALL NOTROTATE WITHIN THEIR FITTINGS.2 1

/4" M

AX.

1 1/4" - 2"

2 1/4" MAX.

SECTION 505.7

X = DEPTH OF TREAD

1-1/2" DIAMETERHANDRAIL

BOTTOM LANDING

TOP LANDING

ICC/ANSI REQ

X

X

12" MIN

3' - 0

"

* THIS EXTENSION IS REQ'DTO MEET THE ADAGUIDELINES AT FEDERALBUILDINGS ONLY

3'-0"

ADAAG 4.9.4 REQ'D

*X + 12"

SECTION 505.10

MAXIMUM RISE MAX. HORIZ. PROJECTIONSLOPE

FIG. 16

LANDINGRAMP RUN RAMP RUN

RAM

P RUN

(A)STRAIGHT (B)

CHANGE IN DIRECTION

1:48 (

2%)

MAX

CRO

SSSL

OPE

IBC 2006SECTION 1010 RAMPS.

ICC/ANSI A117.1 2003SECTION 405 RAMPS

ADAAG SECTION 4.8 RAMPS

LANDING

1:48 (2%) MAX SLOPE -ANY DIRECTION

1:12 (8%) MAXSLOPE

LANDING

COMPONENTS OF A SINGLE RAMP AND SAMPLERAMP DIMENSIONS

DOW

N

DOWN

HANDRAIL MUST BECONTINUOUS AT INSIDETURN OF RAMP

30" M

AX R

ISE

LANDING HORIZONTAL PROJECTION OR RUN LANDING

1' - 0" 60" MIN.

36" M

IN. B

ETW

EEN

HAND

RAILS

60" MIN. 1' - 0"

60" MIN.

1' - 0

"

60" M

IN.

1:12 TO < 1:161:16 TO < 1:20

30 INCHES30 INCHES

30 TO 40 FEET40 FEET TO 50 FEET

SECTION 405

RAM

P W

IDTH

- 44

" MIN

.

(A)RADIUS OF TREAD EDGE

(TYPICAL FOR ALL PROFILES)

(B)ANGLED RISER

(C)CURVED NOSING

(D)BEVELED NOSING

RADIUS1/2" MAX.

30° MAX

504.3 OPEN RISERS . OPEN RISERSARE NOT PERMITTED

504.4 TREAD SURFACE . STAIRTREADS SHALL HAVE A SLOPENOT GREATER THAN 1:48

504.5 NOSINGS . THE LEADING 2INCHES OF THE TREAD SHALLHAVE VISUAL CONTRAST OFDARK-ON-LIGHT ORLIGHT-ON-DARK FROM THEREMAINDER OF THE TREAD.

11" MIN.

4" -

7"

PER IBC

1 1/4 " MAX.

PER IBC

1 1/4" MAX.

SECTION 504.5

30° MAXFROM VERT.

30° MAXFROM VERT.

VERTICAL CHANGES IN LEVEL

1

2

BEVELED CHANGES IN LEVEL

CHANGES IN LEVEL OF 1/4" INCH MAX. IN HEIGHT SHALL BE PERMITTED TO BE VERTICAL. (ICC/ANSI A117.1 303.2)

CHANGES IN LEVEL OF GREATER THAT 1/4" INCH IN HEIGHT AND NOT MORE THAN 1/2" MAX. IN HEIGHTSHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. (ICC/ANSI A117.1 303.3)

1

2

1/4"

1/4"

1/4"

1/4"

- 1/2

"

SECTION 303

PROTECT SHADED AREAFROM CROSS-TRAFFIC

OVERHEAD HAZARDS

27" M

AX. WHE

RE LE

SS TH

AN 80

"

SECTION 307.4

4" MAX.

GREA

TER T

HAN

27"80

" MIN

.

ADDITIONAL PROTECTION NOTNEEDED BETWEEN WING WALLS

PROTRUDING OBJECTS HANGINGON WALL WITH LEADING EDGESABOVE 27 INCHES

WING WALLS DOWN TO FLOOR

PROTECTION AROUND WALL-MOUNTED OBJECTSAND MEASUREMENTS OF CLEAR WIDTHS REQUIRED

ACCESSIBLE ROUTE

36" M

IN.

24" MAX.32" M

IN.

4" M

AX.

CLEA

R WID

THCO

NTIN

UOUS

PASS

AGE

CLEA

R WID

THPO

INT P

ASSA

GE

SECTION 307

60" MIN

36" M

IN 60" M

IN

36" MIN

12" MIN12" MIN

ARM

ARM

BASE

(A)60 IN DIAMETER SPACE

(B)T-SHAPED SPACE FOR 180° TURN

NOTES:1- EITHER TURNING SPACE WILL COMPLY.2- CHANGES OF LEVEL NOT PERMITTED.3- SLOPES STEEPER THAN 1:48 NOT PERMITTED.4- DOOR SWINGS CAN SWING INTO TURNING SPACE,UNLESS SPECIFICALLY NOTED OTHERWISE.

SECTION 304

ACCESSIBLE PATH

NOTES:1- ACCESS AISLE MUST CONNECT TO AN ACCESSIBLE ROUTE,SEE ROUTE REQUIREMENTS ON THIS SHEET.2- FOR CHANGES OF LEVEL IF REQUIRED SEE CURB CUTREQUIREMENTS ON THIS SHEET.ACCESS AISLE

AREA TO BEMARKED18

' - 0"

8' - 0" MIN. FOR CARS 5' - 0" MIN.

PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITHSURFACE SLOPES NOT TO EXCEED 1:48 (2%) IN ALL DIRECTIONS.

MIN

.

3' - 0

"CAR PARKING SPACE SIGNAGE -SEE SIGNAGE SHEET

SECTION 502

1.6 TO

2.4 I

N

1.6 TO 2.4 IN

.65 IN

MIN

.65 IN MIN

.2 IN

.9 TO 1.4 IN

ICC/ANSI A117.1SECTIONS 406 CURB RAMPS AND 705DETECTABLE WARNINGS.

SECTION 406.12 DETECTABLEWARNINGS. MARKED CROSSINGSTHAT ARE RAISED TO THE SAME LEVELAS THE ADJOINING SIDEWALK SHALLBE PRECEDED BY A 24-INCH DEEPDETECTABLE WARNING COMPLYINGWITH SECTION 705, EXTENDING THEFULL WIDTH OF THE MARKEDCROSSING.

SECTION 406.13.6. LOCATION . THEDETECTABLE WARNING SHALL BELOCATED SO THE EDGE NEAREST THECURB LINE IS 6-INCHES TO 8 INCHESFROM THE CURB LINE.

50-60% BASE DIAMETER

SECTION 705.5

ACCESSIBLE PATH

NOTES:1- ACCESS AISLE MUST CONNECT TO AN ACCESSIBLE ROUTE,SEE ROUTE REQUIREMENTS ON THIS SHEET.2- FOR CHANGES OF LEVEL IF REQUIRED SEE CURB CUTREQUIREMENTS ON THIS SHEET.3- VERTICAL CLEARANCE: 98 INCHES CLEAR AT STALLS,ACCESS AISLES AND VEHICULAR ROUTE TO PARKING SPACES.

ACCESS AISLEAREA TO BEMARKED18

' - 0"

OR 8'-0" MIN.

11'-0" MIN.

OR 8'-0" MIN.

5' - 0" MIN. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITHSURFACE SLOPES NOT TO EXCEED 1:48 (2%) IN ALL DIRECTIONS.

MIN

.

3' - 0

"VAN PARKING SPACE SIGNAGE -SEE SIGNAGE SHEET

SECTION 502

IF X IS LESS THAN 4' -0"THEN THE SLOPE OF THEFLARED SIDE SHALL NOTEXCEED 1:12

X

FLARED SIDES -1:10 MAX. SLOPE

10 1

SECTION 406

NOTES:1- LOCATION: CAN NOT PROJECT INTOVEHICLE TRAFFIC LANES, PARKINGSPACES OR PARKING ACCESS AISLES.2- ALTERATIONS: LANDING NOTREQUIRED AND FLARED SIDES SHALL NOTBE STEEPER THAN 1:12

RAMP

RAMP

1:12 MAX

RAMP

1:20 MAX

ADJOINING SURFACES

FOR DETECTABLE RAMPREQUIREMENTS - SEEDETAIL 27 ON THIS SHEET.

36" MIN.

6-8" FROM FRONT OF LEADING EDGE OF CURB

DETECTABLEWARNING

36" M

IN.

AT LEAST AS WIDE AS CURB RAMP

24" M

IN6"

AT LEAST AS WIDE AS CURB RAMP

LANDING

SECTION 406

ON ELEVATOR #2

68" MIN.80" MIN. STRETCHER REQUIREMENT

51" M

IN.

CENTER DOOR

42" MIN.

SIDE DOOR

36" MIN.

ON ELEVATOR #2

68" MIN.80" MIN. STRETCHER REQUIREMENT

51" M

IN.

54" M

IN.

54" M

IN.

SECTION 401

6'-0"

B

A

2'-5" 5'-0"

5"

3'-6"

NOTES:1 - THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATEDIF AN OBJECT PASSES THROUGH EITHER LINE 'A' OR 'B'. LINE'A' AND 'B' REPRESENT THE VERTICAL LOCATION OF THEDOOR REOPENING DEVICE NOT REQUIRING CONTACT.

SECTION 407

35" M

IN.

48" M

AX. F

RONT

OR S

IDE A

PPRO

ACH

SECTION 407

1.25" - 1.5"

SECTION B

DC

SECTION A

EDGE PROTECTION12" MIN EXTENSION BEYONDRAIL

HANDRAIL CLEARANCE

ADAAG SECTION

<4"

34" -

38"

36" MIN.

1' - 0"

3'-0" MIN.

34" -

38"

1 1/2" MIN.

1 1/

2" M

IN.

NOTE:RAMP HANDRAILS - SEE ICC/ANSIA117.1 SECTION 405.8

RAMP EDGE PROTECTION - SEEICC/ANSI A117.1 SECTION 405.9

ICC/ANSI A117.1SECTION 505.5 HANDRAILCLEARANCE

SECTION 405.8

PROJECT NO.

SHEET TITLE:

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SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

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8 PM

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30 APR 201413088

ACCESSIBILITY - SITE

G009

BID

SET

1/4" = 1'-0" G009180 DEGREE TURN 20

1/4" = 1'-0" G009ACCESSIBLE ROUTE 1

1/4" = 1'-0" G009MANEUVERING CLEARANCES 14

1/4" = 1'-0" G009MANUEVERING CLEARANCES 15

1/2" = 1'-0" G009RAMP HANDRAILS (ELEVATIONS) 5

6" = 1'-0" G009HANDRAIL CROSS-SECTIONS 6

3/4" = 1'-0" G009HANDRAIL EXTENSIONS 12

1/4" = 1'-0" G009RAMP DIMENSIONS 17

3/4" = 1'-0" G009ACCESSIBILITY - ACCESSIBLE STAIR NOSINGS 18

12" = 1'-0" G009CHANGES IN LEVEL 23

1/4" = 1'-0" G009OVERHEAD PROTECTION 24

1/4" = 1'-0" G009PROTRUDING OBJECTS 7

1/4" = 1'-0" G009ACCESSIBLE TURNING SPACE 13

1/8" = 1'-0" G009ACCESSIBLE CAR PARKING SPACE 19

6" = 1'-0" G009DETECTABLE WARNING PATTERN 21

1/8" = 1'-0" G009ACCESSIBLE VAN PARKING SPACE 25

3/4" = 1'-0" G009FLARED SIDE OF CURB RAMP 26

3/8" = 1'-0" G009DETECTABLE WARNING LOCATION 27

1/4" = 1'-0" G009MIN. DIMENSIONS OF ELEVATOR CARS 28

1/4" = 1'-0" G009ELEVATOR 29

1/2" = 1'-0" G009ELEVATOR CAR CONTROL PANEL 30

22G012

NOT USED

1/2" = 1'-0" G009RAMP HANDRAILS (SECTIONS) 11



5' - 0

"

7' - 0

"1'

- 6"

(TO R E

FLEC

TED

S URF

ACE)

3' - 4

" MAX

.

FIRE EXTINGUISHERCABINETS

ELEVATOR CALL BUTTONS(SEE ACCESSIBLE ELEVATOR DETAILS)

FINISH FLOOR

CLOCKMIRROR OVER LAV.

28" M

IN. -

34" M

AX. BABY CHANGING STATION

LAVATORY - SEEDETAILS THIS PAGE

ACCESSIBLE TOILETCOMPARTMENTS - SEEDETAILS THIS PAGE

24" A

LL O

THER

URIN

ALS

17" M

AX A

T ADA

1' - 3"

(CLEAR)

30" MIN.

URINAL

40" M

IN. -

48" M

AX.

SHELF

34" M

IN. -

48" M

AX.

COAT HOOKS

(TO O

PERA

BLE P

ARTS

)

48" M

AX.

TYP.

1' - 3

"MIN

.

DUPL

EX O

UTLE

T

SWITC

H

THER

MOS

TAT

MAN

UAL P

ULL

FIRE S

TATIO

N

DUPL

EX O

UTLE

T

DRINKING FOUNTAIN

(SEE DETAIL BELOW)

TOWELS

SANITARY NAPKINDISPENSER

COIN SLOT

WASTEHAND DRYER

TOWELS/WASTE

NOTES:

1- SOME ITEMS MAY NOT BE USED IN CURRENT PROJECT.2- USED FOR HEIGHTS ONLY.3- SEE SPECIFICATIONS FOR TYPE OF ITEM REQUIRED.4- WHEN MULTIPLE ITEMS ARE PROVIDED ONLY ONE ITEM PERROOM NEEDS TO FOLLOW THESE ADA HEIGHTS.

FRONT

33" -

36"

39" -

41"

18"

6"

24" MIN.

36" MIN.

SEAT

HEIG

HT

17" -

19"

16" - 18"

TRANSFER SIDE

SECTION 603 & 604.9

12" MIN.

ALTERNATEDOORLOCATION

3-1/4" MIN.

6" M

IN.

42" M

IN.

60" C

LR. M

IN. F

OR FL

OOR M

OUNT

ED W

.C.

56" C

LR. M

IN. F

OR W

ALL H

UNG

W.C

.

6" MIN. 60" CLR. MIN.

24" MIN. 12" MIN.

36" MIN.

TOE CLEARANCE, SHOWNHATCHED, REQUIRED AS PERDETAIL 10 ON THIS SHEET

SECTION 603 & 604.9

COAT HOOK, SEE DETAIL 1 ONTHIS SHEET

SIDE

MAX

12"

MIN

42"

39" - 41"

7" - 9"

18" M

IN

33" -

36"

1-1/2

" MIN

18"

39" -

41"

SECTION 603 & 604.9

TOILET PAPERDISPENSER

24" MIN.

42" MAX.

CLEARFLOORSPACE

ICC/ANSI FIGURE 604.3

1' - 6"

3' - 0"

12"MIN. 24"MIN.

12"M

AX.

4'-8"

MIN.

WAL

L HUN

G W

ATER

CLO

SET

4'-11

" MIN

. FLO

OR-M

OUNT

ED W

ATER

CLO

SET

NOTES:1- 604.3.2 OVERLAP. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATERCLOSET, ASSOCIATED GRAB BARS, PAPER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, SHELVES,ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OROBSTRUCTIONS SHALL BE WITHIN THE REQUIRED WATER CLOSET CLEARANCE.

2- 604.6 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLSSHALL COMPLY WITH SECTION 309. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET.

3- RESTROOM ACCESSORIES MOUNTED AS PER DETAILS 9, 15, AND 16 ON THIS SHEET.

SECTION 603 & 604

5' - 0" MIN.

TURNING SPACE REQUIRED EITHER 60"CIRCLE OR T-SHAPE, SWING OF DOORSHALL NOT SWING INTO THIS SPACE

FORWARD APPROACH REQUIRED ATSINK, PROVIDE CLEARANCES SIMILARTO DETAIL 8 AND 14 ON THIS SHEET

36" CLR. MIN.

12" MIN. 12" MIN.

12" M

IN.

40"

54"

17" - 19"

SELF-CLOSING

60" C

LR. M

IN.

42" M

IN.

SECTION 604.10

48" MIN.

30" M

IN.

CENTERED ON ELEMENT

F

30" MIN.

48" M

IN.

CENTERED ON ELEMENT

P

FRONT APPROACH FRONT APPROACH

NOTE: (WITHIN THE CLEAR FLOOR SPACE)1. CHANGES IN LEVEL NOT PERMITTED.2. SLOPES STEEPER THAN 1:48 NOT PERMITTED.3. CAN INCLUDE KNEE AND TOE CLEARANCE, U.N.O.4. EITHER APPROACH CAN BE USED AT AN ELEMENT, U.N.O.5. DOORS CAN SWING INTO CLEAR FLOOR SPACE, U.N.O.

15"

24"

SPOUT5" MAX. 15" MIN.

CLEAR FLOOR SPACE

(A) FORWARD APPROACH(PROVIDE TYPICAL)

SECTION 602

F

NOTES:1- SEE DETAIL 7 ON THIS SHEET FOR CLEAR FLOOR SPACE REQUIREMENTS.2- SEE DETAIL 19 ON THIS SHEET FOR ADDITIONAL CLEARANCES AND REQUIREMENTS.

11" MIN. 6" MIN.

9" M

IN.

WHE

ELCH

AIR A

CC.

36" M

AX.

8" MIN.

STAN

DING

PERS

ON

38" -

43"

5" MAX.

27"M

IN.

HATCHED AREA INDICATESREQUIREMENTS FOR KNEEAND TOE CLEARANCES

SECTION 602 & 306

NOTES:1- AREA REQUIRED FOR KNEE AND TOE CLEARANCE - 30" WIDE MIN.2- SEE SECTION 602.6 FOR SPECIFIC WATER FLOW.3- COORDINATE WITH DETAIL 13 ON THIS SHEET.

15" MIN.

WATER SUPPLY AND DRAIN PIPES SHALL BEINSULATED OR OTHERWISE CONFIGUREDTO PROTECT AGAINST CONTACT. NOSHARP OR ABRASIVE SURFACES.

LEVER VALVE

MIRROR

8" MIN. 6" MAX.

9" M

IN.

27" M

IN.

29" M

IN.

34" M

AX. (R

AM O

R COU

NTER

TOP)

3'-4"

MAX.

SEE M

OUNT

ING

HEIG

HTS

KNEE

CLE

ARAN

CECA

N BE

REDU

CED

AT 1"

DEP

TH FO

REA

CH 6"

HEIG

HT

11" MAX.HATCHING INDICATES KNEE ANDTOE CLEARANCE, 30" WIDE MIN.

SECTION 306 & 606

40" CLR. MIN.

PASS-THROUGH

WORK SURFACE

24" MAX. OFFSETFROM CENTER OF

REFRIGERATOR

SINK: FORWARD APPROACH REQUIRED- SIMILAR TO DETAILS 8 AND 14 ON THISSHEET, SEE ALSO NOTE #2 BELOW

KITCHENS WITH A COOKTOP ORRANGE MUST PROVIDE (1) WORKSURFACE AND SINK FOR FORWARDREACH - SEE DETAIL 24 ON THIS SHEET.

CENTEREDON RANGE

SECTION 804

P

F

PF

CENTERED ON SINK -FORWARD APPROACH

(A)ELEVATION CHILD

SECTION 604.9

12" M

IN.

6" MIN.

(B)ELEVATION ADULT

9" M

IN.

6" MIN.

PARTITION PARTITION

8" MIN.

27" M

IN.

28" M

IN. T

O 34

" MAX

.

MAXIMUM FORWARD REACH OVER AN OBSTRUCTION

ITEMS WITHIN DASHEDLINES ARE WITHIN REACH

4' - 0"

ACCE

SSIBL

E LEN

GTH

30" M

IN.

WORK SURFACE

CLEAR FLOOR SPACE(FORWARD APPROACH)

SECTION 902NOTES:1- PROVIDE KNEE AND TOE CLEARANCES SIMILARTO THOSE NOTED IN DETAIL 14 ON THIS SHEET.

8"11"

F

SEE DETAILS 14 ON THIS SHEET FOR KNEEAND TOE CLEARANCE AND PLUMBINGPROTECTION REQUIREMENTS

NOTES:1- ONLY A FORWARD APPROACH 'CLEAR FLOOR SPACE' CANBE USED - SEE DETAIL 7 ON THIS SHEET.2- ALL ACCESSIBLE LAVATORIES MUST COMPLY.

SECTION 306 & 606

15" M

IN.

48" M

AX.

48" M

AX.

20" MAX. 20" - 25"

44" M

AX.

A. UNOBSTRUCTED FORWARD REACH B. OBSTRUCTED HIGH FORWARD REACH C. OBSTRUCTED HIGH FORWARD REACH

NOTES:1- AREA REQUIRED FOR KNEE AND TOE CLEARANCE - 30" WIDE MIN.2- IMAGES A-C REQUIRE A FORWARD "CLEAR FLOOR SPACE" - SEE DETAIL 7 ON THIS SHEET.

SECTION 308

MAX.

10"

15" M

IN.

48" M

AX.

34" M

AX.48" M

AX.

MAX.

10"

34" M

AX.

46" M

AX.

10" - 24"

A. UNOBSTRUCTED SIDE REACH B. OBSTRUCTED SIDE REACH C. OBSTRUCTED HIGH SIDE REACH

NOTES:1- AREA REQUIRED FOR KNEE AND TOE CLEARANCE - 30" WIDE MIN.2- IMAGES A-C REQUIRE A PARALLEL "CLEAR FLOOR SPACE" - SEE DETAIL 7 ON THIS SHEET.

SECTION 308

DOOR CAN NOT SWINGINTO TURNING SPACE

BENCH - SEE DETAIL 29ON THIS SHEET

ROBE HOOK - SEE MOUNTINGHEIGHTS, DETAIL 1 ON THIS SHEET

SHELF - SEE MOUNTING HEIGHTS,DETAIL 1 ON THIS SHEET

SECTION 803

P

20" MIN. - 24" MAX.

42" M

IN.

18" M

IN.

2" M

AX.

2-1/2" MAX

17" -

19"

BACK SUPPORT

BACK SUPPORT REQUIRED ORBENCH MUST BE AFFIXED TO A WALL

'CLEAR FLOOR SPACE' FORPARALLEL APPROACH ONLY - SEEDETAIL 14 ON THIS SHEET

NOTES:1- THE SEAT, FASTENER MOUNTING DEVICES, ANDSUPPORTING STRUCTURE MUST BE CAPABLE OFSUPPORTING A VERTICAL OR HORIZONTAL FORCE OF250 POUNDS APPLIED TO BENCH OR BACK SUPPORT.

SECTION 903 SECTION 904

36" M

AX

ACCE

SS. L

ENGT

H

36" M

IN.

P

COUNTER TOPCAN BEHIGHER

36" HIGH

CAN BEHIGHER

CAN BEHIGHER

36" HIGH

CAN BEHIGHER

COUNTER TOP

ACCE

SS. L

ENGT

H

30" M

IN.

PARALLEL APPROACH

FRONT APPROACH

FNOTES:1- EITHER FORWARD OR THE PARALLEL 'CLEAR FLOORSPACES' ARE ACCEPTABLE.2- FORWARD APPROACH REQUIRES THE KNEE AND TOESPACE CLEARANCES SIMILAR TO DETAIL 14 ON THIS SHEET.

CONTROL WALL

36" CLEAR

BACK

WAL

L

36" C

LEAR

SEAT WALL 12" P

18" M

IN.

3" - 6

"TO

TOP O

F BAR

33" -

38"

32" M

AX.

6" M

IN.

4" MAX.

CONTROL WALL

18"

6" M

IN.

32" M

AX.

HATCHED AREAS INDICATE SOLIDBACKING IN THE WALL FRAMING

BACK WALL

18"

SEAT WALL

SECTION 608.2.1

6" MAX.

6" M

AX.

END WALL

60" M

IN.

30" CLEAR 30" MIN.

SEAT WALL

BACKWALL

60" C

LEAR

17" -

19"

SEAT WALL

16" MIN.

27" MAX.

33" -

36"

38" M

AX.

48" M

AX.

BACK WALL

NOTE:ROLL-IN SHOWER SHOWN IS FOR THE REQUIREMENTS FOR A STANDARD SHOWER. SEEANSI HANDBOOK SECTION 608 'SHOWER COMPARTMENTS' FOR ALTERNATE LAYOUTSFOR SEAT, GRAB BARS, AND CONTROL AREA.

30" MAX. 6" MAX.

END WALL

SECTION 608.2.2

FOLDING SEAT

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

9/9/

2014

10:

13:4

0 A

M

DRA

PER

POLI

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AD

DITI

ON

1020

E. PI

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R ROA

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2400

SOUT

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R, UT

8402

0

30 APR 201413088

ACCESSIBILITY - PUBLICSPACES

G010

BID

SET

1/2" = 1'-0" G010ACCESSIBILITY - TYPICAL MOUNTING HEIGHTS 1

1/2" = 1'-0" G010ACCESSIBLE STALLS 9



1/2" = 1'-0" G010PUBLIC WATER CLOSETS 28

1/2" = 1'-0" G010AMBULATORY ACCESSIBLE STALL 21

1/2" = 1'-0" G010CLEAR FLOOR SPACE 7

1/2" = 1'-0" G010PUBLIC DRINKING FOUNTAIN 13

3/4" = 1'-0" G010PUBLIC DRINKING FOUNTAIN 19

3/4" = 1'-0" G010PUBLIC LAVATORY 14

3/8" = 1'-0" G010KITCHENETTE CLEARANCES 23

3/4" = 1'-0" G010TOILET STALL TOE CLEARANCE 10

3/4" = 1'-0" G010WORK SURFACE 24

1/2" = 1'-0" G010PUBLIC LAVATORY 8

1/2" = 1'-0" G010REACH RANGES FOR FORWARD REACH 12

1/2" = 1'-0" G010REACH RANGES FOR SIDE REACH 18

1/2" = 1'-0" G010LOCKER ROOM 20

1/2" = 1'-0" G010ACCESSIBLE BENCHES 29

1/2" = 1'-0" G010SALES / SERVICE COUNTER 30

ACCESSIBLE COMMON SPACE REQUIREMENTS BASED ON ICC/ANSI A117.1-2009

3/8" = 1'-0" G010TRANSFER SHOWER 25

3/8" = 1'-0" G010ROLL-IN SHOWER 27



1

1

A A

B B

2

2 3

3

D17

D9

D12

D1

D1

D1

D12

1

1

A202 1

A A

B B

2

2 3

3

D12

D1

D1

D1

A701

11

D48

1

1

A A

B B

2

2 3

3

D9

D1

D1

D1

FLOOR PLAN LEGENDHATCH PATTERN DESCRIPTION

1. ALL DIMENSIONS ARE TO FACE-OF-STUD (F.O.S.) UNLESS NOTED OTHERWISE.

2. CEILING HEIGHTS MEASURED FROM PLYWOOD OR CONCRETE - SEE SECTIONS

3. REFER TO ENLARGED PLANS FOR ALL DIMENSIONS, WINDOW TYPES, DOORS AND WALLS.

4. COORDINATE WITH ALL ENLARGED PLANS FOR ADDITIONAL INFORMATION AND DETAILS.

5. SEE SHEET G001 FOR PROJECT GENERAL NOTES. REVIEW ALL NOTES PRIOR TO CONSTRUCTION.

6. SEE SHEET G004, G005, & G006 FOR PROJECT WALL TYPES AND DETAILS

7. COORDINATE WITH STRUCTURAL FRAMING PLANS AND SHEAR WALL PLANS FOR LOCATIONS OF COLUMNS, BEAMS,SHEAR WALLS, ETC.

8. COORDINATE WITH ELECTRICAL DRAWINGS FOR ALL LIGHTING, POWER AND DATA REQUIREMENTS.

METAL STUD WALL

CMU WALL

STONE VENEER

FLOOR PLAN KEY NOTES

FLOOR PLAN GENERAL NOTES

POURED IN PLACE CONCRETE

Division of Construction

Key Note Number

Informational KeynoteKey Note Aphabetic Prefix

Specification Keynote

? ?XX-XXX X-XXKey Note Number

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

44:2

5 PM

DRA

PER

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DITI

ON

1020

E. PI

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30 APR 201413088

DEMO PLANS

A101

BID

SET

1/4" = 1'-0" A101LEVEL 0 - LOWER FLOOR PLAN - DEMO. EXIST. 1

1/4" = 1'-0" A101LEVEL 1 - MAIN FLOOR PLAN - DEMO. EXIST. 2

1/4" = 1'-0" A101LEVEL 2 - UPPER FLOOR PLAN - DEMO. EXIST. 3

KEYNOTE LEGEND - DEMOLITION

KEY DESCRIPTIOND1 EXISTING WALL TO REMAIND9 REMOVE EXISTING CONCRETE FOUNDATION

D12 REMOVE EXISTING INTERIOR STUD WALLD17 REMOVE EXISTING INTERIOR DOOR AND FRAMED48 REMOVE PORTIONS OF WINDOW AS INDICATED ON ELEVATIONS



UP

UP

HOSE BIBB

FD

A201

A2022

2

ELEVATOR017

STAIR001

BICYCLE002A

SALLY PORT002

STORAGE003

HOLDING004

HOLDING005

RESTROOM006

INTAKE007

CORRIDOR009

INTERVIEW008

PATROLSERGEANT

011

PATROLSERGEANT

010

EVIDENCE012

BRIEFING013

PATROLSERGEANT

018

PATROLSERGEANT

019

TRAFFIC020

ARMORY022

WORK ROOM023

PATROL STOR.024

REPO

RTS

H H

1

1

G G

1A301

A202 1

4

4

A A

B B

D D

C C

E E

F F

J J

2

2 3

3

5

5

6

6

7

7

8

8

A4041

A4014

A4011

A702 9

A701

2

1

3A301

2A301

2A302

1A302

3A302

D

E

D

D

D

L

E

001A

013B

007A

002B

002D

002A

024A 023A

021A

020A

018A019A

013A

010A011A

008A

006A 005A 004A

002C

017A

012A

4A302

C4

C4

C4

C4

C4

C4 C4

C1

C1

C1

C4

C4

C4

C4

C4

C2

C4C4

C4

A1

A1

A2

C10

C10

C10

C10

C10

A1

A2

A1

A1

A1

C1

C5

B1B2

C4

B1

C4

C5

C4

C11

C11

C11

C1C1

C1

C4

C4

C4

C1

A702

8

16' -

11"

4' - 1

1"8'

- 5"

11' -

1"26

' - 0"

14' -

1"13

' - 10

"13

' - 3"

8' - 1

1"

18' - 7" 5' - 5" 12' - 10" 11' - 1" 9' - 4" 15' - 8" 7' - 7"

80' - 6"

11' -

6"5'

- 9"

10' - 4" 10' - 4" 10' - 3" 8' - 6" 5' - 10" 10' - 8" 8' - 6"

5' - 8

"11

' - 9"

8' - 1

1"13

' - 3"

13' -

10"

14' -

1"26

' - 0"

11' -

1"13

' - 4"

16' -

11"

6" FA

CE

OF E

XIST

ING

CO

NCRE

TE FO

UNDA

TION

117'

- 5"

18' - 7" 5' - 5" 12' - 10" 11' - 1" 9' - 4" 15' - 8" 7' - 7"

12' - 10" 2' - 10 1/2" 7' - 7" 5' - 3" 1' - 6" 7' - 10" 1' - 3" 14' - 5"

1' - 0

"10

' - 4"

1' - 1

1"

20' - 8" 6' - 5 1/2" 3' - 9 1/2" 25' - 8"

1' - 6" 6' - 1"

7"10

' - 4"

2' - 4

"

10' -

0"14

' - 9

5/8"

5' - 0

"8'

- 4"

8' - 2

"

5A302

C4

1' - 3

"12

' - 7"

2' - 4

"

1' - 3

"1'

- 1"

1' - 3"

1' - 3" 4' - 4"

3' - 4" 2' - 1"

B2

B2

C5

C4

C4 C4

C4

C10

GUNS016

DRYING014

DRUGS015

C4

C4

014A

016A

STAIR021

003A

1' - 9

"8'

- 4"

2' - 2

"

003B

C4

C4

6' - 8" 4' - 5"

1' - 0"

4' - 1"

9' - 5

"3'

- 4"

1' - 4

"9'

- 11"

7' - 0

"24

' - 6"

1' - 7

"

1' - 6

"

5' - 8"

1' - 8

"

1' - 2"

4' - 4

"3'

- 4"

4' - 1

1"

6' - 8"

2' - 1

0"

10' - 4" 10' - 4" 6' - 5 1/2" 6' - 10 1/2" 5' - 4" 1' - 4"

10' -

2"12

' - 0"

8' - 0

"11

' - 6"

13' - 3" 5' - 11" 20' - 8"

10"

6' - 0

"3'

- 1"

4' - 2

"1'

- 10"

3' - 2

"2'

- 8"

3' - 4

"6'

- 5"

2' - 8

"4'

- 8"

1' - 3

"1' -

5"4'

- 8"

2' - 8

"2'

- 4"

5' - 4

"2'

- 8"

4' - 4

"1'

- 0"

6

6

6

6

2

6

5

A70110

9' - 7

"1'

- 6"

1A303

2A303

A7021

C3

7' - 4" 8' - 0" 9' - 11" 8' - 4"7' - 10"6' - 2"

6

5

CORRIDOR009

B.2

015A

1' - 9"

ALIGN

12' -

2 1/

2"8'

- 4 1

/2"

6' - 5

"4'

- 8"

20' -

5"5'

- 4"

C4C6

5' - 3"

2' - 8" 3' - 4" 4' - 0" 3' - 4" 2' - 0"85

C4C4

1' - 1

0"4'

- 9"

8' - 7

5/8

"

C3C3

C3

90

91

05-04

05-02

1 1/8"

6A302

A50127

SIM

A50128

SIM

5' - 0

"

022A

1' - 0"

1' - 9"

5' - 4"

22" CLEAR

1' - 9"

PRV










METAL STUD WALL

CMU WALL

STONE VENEER





Key Note Number




PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/27

/201

4 2:

25:4

6 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

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8402

0

30 APR 201413088

LOWER FLOOR PLAN

A102

BID

SET

3/16" = 1'-0" A102LEVEL 0 - LOWER FLOOR PLAN - NEW ADDITION 1

KEYNOTE LEGEND - INFORMATION

KEY DESCRIPTION2 8" DEEP, SINGLE SINK.5 BASE CABINETS, SEE INTERIOR ELEVATIONS6 UPPER CABINET, SEE INTERIOR ELEVATIONS85 EVIDENCE LOCKERS90 FIRE RISER91 FIRE DEPARTMENT CONNECTION

KEYNOTE LEGEND - SPECIFICATION

KEY DESCRIPTION05-02 STEEL TUBE COLUMN – SEE STRUCTURAL DRAWINGS05-04 STEEL WIDE FLANGE COLUMN – SEE STRUCTURAL DRAWINGS



DN

UP

DN

UP

A201

A2022

2

A2011

H H

1

1

G G

1A301

A202 1

4

4

A A

B B

D D

C C

E E

F F

J J

2

2 3

3

5

5

6

6

7

7

8

8

125A

126A

127B

124A

128A

124B

123A

114B

114A

107A

113A

112A

111A

110A

109A

108A

104A106A

105A

103A

101A

127A

A4042

A4015

A4012

C

B

C

B

B

B

BBBG

B

B

B

B

B

A

A

A

A

H

F

BA701 8

7

A701

5

3

4

A4043

A701

6

A701

9

C1

C1

C1

A702

7

A702

3A301

2A301

2A302

1A302

3A302

WAITING127 INT. ROOM

126

RESTROOM128

RECEPTION125

MAIL122 ELEVATOR

123

STAIR124

SUPPLY/COPY119

RECORDSSTOR.

113

BREAK ROOM103

STAIR101

SERVERROOM

105

ASSISTANTCAPTAIN

106

UNFINISHED104

CONFERENCEROOM

107

WOMEN'SRESTROOM

108

MEN'SRESTROOM

109

ASSISTANTCAPTAIN

110

ADMIN.SERGEANT

111

SUPPORTSUPERVISOR

112

4A302

C4

C9

C4

C4

C4

C4

C4

C4

C1

C1C2

C2

C11

C4

C4

C4

C1

C1

C1

C4

C4

C4

C4

C4

C4

C9

C4

C4

C4

C1

C1

C1

C1

C4

C4C4

C10

C10

C10C10

C10

C10

C8 C8

C4

C4

C2

C1

5' - 4

"8'

- 4"

6' - 6

"11

' - 4"

16' -

11"

4' - 1

1"8'

- 5"

11' -

1"26

' - 0"

14' -

1"13

' - 10

"13

' - 3"

8' - 1

1"

18' - 7" 5' - 5" 12' - 10" 11' - 1" 9' - 4" 15' - 8" 7' - 7"

80' - 6"

8' - 1

1"13

' - 3"

13' -

10"

14' -

1"26

' - 0"

11' -

1"13

' - 4"

117'

- 5"

18' - 7" 5' - 5" 12' - 10" 11' - 1" 9' - 4" 15' - 8" 7' - 7"

2' - 4

"2'

- 8"

4' - 8

"1'

- 5"

12' - 10"

2' - 3" 6' - 0" 1' - 1" 2' - 11" 6' - 0" 4' - 0" 2' - 9" 3' - 3" 4' - 4"

5' - 1

1"3'

- 0"

3' - 2

"6'

- 0"

4' - 0

"1"

10"

3' - 5

"9'

- 4"

1' - 4

"4'

- 8"

6' - 0

"2'

- 10"

10' -

0"12

' - 4"

7' - 8

"

9' - 5" 7' - 0"

2' - 5"

1' - 0" 8' - 4" 9" 14' - 11"

6"8'

- 0"

1' - 1

1"4'

- 10"

1' - 8

"2'

- 9"

5' - 2

"6"

1' - 0

"4'

- 7"

5' - 6

"

6' - 0" 4' - 6" 6' - 0"

5' - 2 1/2" 7' - 4" 3 1/2"

5' - 5

"20

' - 7"

5' - 4

"5'

- 4"

5A302

1' - 3

"12

' - 7"

2' - 2

"

1' - 3

"1'

- 1"

6' - 8" 4' - 5"3' - 4" 2' - 1"

1' - 3"1' - 0"

1' - 1

"

CLEAR

5'-0" MIN.

5' - 2 1/2"

2' - 4

"

6

CHIEF114

9' - 3

"9'

- 5"

9' - 5

"

123BC4

C4

5' - 2 1/2"

16' -

11"

4' - 0" 3' - 4" 5' - 6"

C4 C4

6 5 2

1A303

2A303

9' - 4

"6'

- 0"

7' - 0

"

13' - 4"

11"

7' - 11 1/2" 8' - 5 1/2"

6' - 0

"

13' -

11"

26' -

10"

11"

C4

8' - 3

"

3' - 1

1/2

"

12' -

4"6'

- 6"

9' - 3" B.2

C81'

- 3"

4' - 8

"2'

- 8"

6' - 5

"6'

- 0"

3' - 2

"1'

- 10"

4' - 2

"3'

- 1"

6' - 0

"10

"2'

- 11"

6' - 0

"3'

- 8"

10"

6' - 0

"6'

- 5"

5' - 1

3/8

"2'

- 8"

5' - 4

"

4' - 6"

FILE ROOM113C

113C

C4

C4

5' - 1

0"

10' - 3" 5' - 5" 18' - 5"

5' - 5" 9' - 6" 8' - 8"

16' - 5" 5' - 2 1/2" 23' - 9"

8' - 5 3/8" 13' - 7"

ALIG

N

C5

C5

4' - 1

"6'

- 3"

8' - 4

1/2

"

7'-9"

CLE

AR

5'-9" CLEAR

C4

FILE STORAGE113B

113B

C4

OPEN OFFICE129

A701

11

CLE

A R

5' - 0

"

C9

C6

05-04

05-04

05-02

05-02

23-01

92

92

20

A501

6A302

A50127

SIM

A50128

SIM

C11

6' - 5 5/8" 4' - 7 3/8" 9' - 1" 23' - 6"1' - 11"

1' - 1

0"

1' - 0"1' - 0"

THIS DOOR IS AN ENTRANCEINTO THE STAIR ENCLOSURE.DOOR IS ALWAYS LOCKEDFROM STAIR SIDE WITH CARDACCESS ONLY. EXIT FROMSTAIR IS THRU DOOR 124B.










METAL STUD WALL

CMU WALL

STONE VENEER





Key Note Number




PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

44:3

0 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

MAIN FLOOR PLAN

A103

BID

SET

3/16" = 1'-0" A103LEVEL 1 - MAIN FLOOR PLAN - NEW ADDITION 1


KEY DESCRIPTION2 8" DEEP, SINGLE SINK.5 BASE CABINETS, SEE INTERIOR ELEVATIONS6 UPPER CABINET, SEE INTERIOR ELEVATIONS92 FURNISHINGS BY OWNER


KEY DESCRIPTION05-02 STEEL TUBE COLUMN – SEE STRUCTURAL DRAWINGS05-04 STEEL WIDE FLANGE COLUMN – SEE STRUCTURAL DRAWINGS23-01 MECHANICAL CHASE

1 5/22/14 ADDENDUM 1WHEN FINISHED, THIS AREAMAY REQUIRE TWO EXITS



DN

DN

A201

A2022

2

A2011

UNFINISHED202

STAIR201

STAIR219

ELEVATOR218

H H

1

1

G G

1A301

A202 1

4

4

A A

B B

D D

C C

E E

F F

J J

2

2 3

3

5

5

6

6

7

7

8

8

201A

218A

219A

A4016

A4013

A

A

A

A

B

B

B

B

B

GB B B

B

B

B

C

B

C

B

F

H

3A301

2A301

2A302

1A302

3A302

4A302

C2

C2

C2

C2

C2

C2

C2

C2

C2C2

C2

C11

C2

C2

C2

C2C10

C10C10

C10

C10

C10

16' -

11"

4' - 1

1"8'

- 5"

11' -

1"26

' - 0"

14' -

1"13

' - 10

"13

' - 3"

8' - 1

1"

18' - 7" 5' - 5" 12' - 10" 11' - 1" 9' - 4" 15' - 8" 7' - 7"

80' - 6"

8' - 1

1"13

' - 3"

13' -

10"

14' -

1"26

' - 0"

11' -

1"13

' - 4"

16' -

11"

1' - 1

"

117'

- 5"

18' - 7" 5' - 5" 12' - 10" 11' - 1" 9' - 4" 15' - 8" 7' - 7"

4' - 4

"2'

- 8"

5' - 4

"2'

- 4"

2' - 8

"6'

- 1"

1' - 3

"4'

- 8"

2' - 8

"6'

- 5"

6' - 0

"3'

- 2"

1' - 1

0"4'

- 2"

3' - 1

"6'

- 0"

10"

1' - 3

"3'

- 8"

6' - 0

"2'

- 11"

10"

6' - 0

"6'

- 5"

6' - 8" 4' - 5" 9' - 4" 2' - 11" 6' - 0" 4' - 0" 2' - 9" 3' - 3" 4' - 4" 1' - 3"

1' - 1

"1'

- 3"

3' - 0

"5'

- 11"

3' - 2

"6'

- 0"

4' - 0

"1"

7' - 0

"6'

- 0"

10"

3' - 5

"9'

- 4"

1' - 4

"2'

- 2"

9' - 4

"4'

- 8"

6' - 0

"2'

- 10"

1' - 0

"5'

- 6"

4' - 7

"1'

- 0"

1' - 1

"10

' - 5"

4' - 1

0"1'

- 8"

1' - 0" 6' - 7"9" 14' - 11"1' - 0" 8' - 4" 1' - 3"

5' - 2 1/2" 7' - 4" 3 1/2"

6"8'

- 0"

1' - 1

1"

10' -

3 5/

8"8'

- 5"

5' - 0

"9'

- 5"

9' - 5

"9'

- 5"

7' - 9

7/8

"10

' - 4

1/2"

12' -

4"

5A302

1' - 3"

2' - 1"

1A303

2A303

B.2

2' - 9

"5'

- 2"

6"

DETECTIVESERGEANT

206

WOMENSRESTROOM

203

MENSRESTROOM

204

INTERVIEW208

MONITOR211

COPY AREA213

INTERVIEW214

CONFERENCEROOM

220

VICTIMADVOCATE

221

VICTIMADVOCATE

222

STORAGE223

222A

223A

221A 220A

214A

211A

208A

206A

202A

203A204A

C4

C4

C4

C4

C4

C4

C4 C4

C4

C4

C4

C4

C4

C4

C4

C4

C4

C4

A4044

11' - 2" 8' - 7" 8' - 1" 28' - 9"

7' - 0" 5' - 10"

10' -

9"6'

- 2"

C4

C11

4' - 4

"

6"

-

-

EQ EQ

EQ EQ

4' - 6"

13' - 11" 10' - 1"

86

86

C6

C6

OPEN OFFICE224

A701

11

5' - 5" 5' - 0"

C10

05-02

05-02

05-04

05-04

23-0123-01

92

92

92

92

6A302

A50127

SIM

A50128

SIM

C5

C5

A701 7

SIM

8 SIM

14

A502

1'-9"










METAL STUD WALL

CMU WALL

STONE VENEER





Key Note Number




PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

44:3

4 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

UPPER FLOOR PLAN

A104

BID

SET

3/16" = 1'-0" A104LEVEL 2 - UPPER FLOOR PLAN - NEW ADDITION 1


KEY DESCRIPTION86 36" GRAB BAR92 FURNISHINGS BY OWNER


KEY DESCRIPTION05-02 STEEL TUBE COLUMN – SEE STRUCTURAL DRAWINGS05-04 STEEL WIDE FLANGE COLUMN – SEE STRUCTURAL DRAWINGS23-01 MECHANICAL CHASE




Key Note Number




A201

A2022

2

A2011

H H

1

1

G G

1A301

A202 1

4

4

A A

B B

D D

C C

E E

F F

J J

2

2 3

3

5

5

6

6

7

7

8

8

3A301

2A301

2A302

1A302

3A302

4A302

80' - 6"

18' - 7" 5' - 5" 12' - 10" 11' - 1" 9' - 4" 15' - 8" 7' - 7"

16' -

11"

13' -

4"11

' - 1"

26' -

0"14

' - 1"

13' -

10"

13' -

3"8'

- 11"

117'

- 5"

4' - 5

1/4

"8'

- 10

3/4"

18' - 7" 5' - 5" 12' - 10" 11' - 1" 9' - 4" 15' - 8" 7' - 7"

4' - 9"10' - 4 7/8" 8 1/8"2"

9' - 7

"3'

- 8"

4' - 9"

13' -

10"

16' -

11"

13' -

4"11

' - 1"

26' -

0"14

' - 1"

13' -

10"

13' -

3"8'

- 11"

4' - 9

"1'

- 1"

21' -

6"4'

- 6"

4' - 9"

6' - 7

"4'

- 6"

4' - 6" 3' - 1"

6' - 1

1"10

' - 0"

4' - 7

"

4' - 3" 11' - 5"4' - 6" 4' - 10"

5A302

5' - 1

0"

1A303

2A303

1/4" / 12"

1/4" / 12"

1/4" /

12"

61' -

2"

1/4" /

12"

27

A502

TYP

3' - 6"

1/4" / 12"

1/4" / 12"

1/4" / 12"

1/4" /

12"

A701

11

23-0123-01

23-01

23-01

23-01

07-183

07-184

07-184

07-184

07-189

07-189

07-189

07-164

07-164

07-164

6A302

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

44:3

6 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

ROOF PLAN

A105

BID

SET


KEY DESCRIPTION07-164 STANDING-SEAM METAL ROOFING – SEE DETAILS AND

SPECIFICATIONS07-183 ROOF HATCH07-184 ROOF DRAIN07-189 TAPERED INSULATION CRICKET23-01 MECHANICAL CHASE

3/16" = 1'-0" A105ROOF PLAN 1



H H

1

1

G G

1A301

BICYCLECT-19' - 4"

CT-18' - 0"

CT-110' - 0"

CT-110' - 0"

CT-19' - 4"

CT-19' - 4"

CT-19' - 4"

CT-29' - 4"

CT-29' - 4"

CT-29' - 4"

CT-29' - 4"

CT-210' - 0"

CT-29' - 4"

CT-29' - 4"

CT-29' - 4"

CT-29' - 4"

CT-29' - 4"

CT-29' - 4"

STAIR

SALLY PORT

STORAGE

RESTROOM HOLDING HOLDING

INTAKE

INTERVIEWCORRIDOR

PATROLSERGEANT

PATROLSERGEANT

CORRIDORBRIEFING

EVIDENCE

ELEVATOR

PATROLSERGEANT

PATROLSERGEANT

TRAFFIC

CORRIDOR

PATROL STOR.WORK ROOM

ARMORY

STAIR

4

4

A A

B B

D D

C C

E E

F F

J J

2

2 3

3

5

5

6

6

7

7

8

8

3A301

2A301

2A302

1A302

3A302

4A302

CT-17' - 10"

24

A502

5A302

19

A502

19

A502

CT-18' - 0"

CT-18' - 0"

CT-18' - 0"

GUNS

DRUGS

DRYING

19

A502

1A303

B.2

CT-3EXPOSED

CT-3EXPOSED

CT-3EXPOSED

6A302

REFLECTED CEILING PLAN LEGENDHATCH PATTERN TYPE

C1

C2

C3

DESCRIPTION

1/2" GYPSUM BOARD (SEE KEYNOTE)

2x2 SUSPENDED ACOUSTICAL CEILING TILE

EXPOSED STRUCTURE

C11' - 0"

CEILING TYPEHEIGHT

NOTE:ALL INTERIOR FINISHES ARE NOTED FOR CONCEPT ONLY. SEE INTERIOR DESIGN DRAWINGS FOR MATERIAL SPECIFICATIONS,COLORS, PATTERNS, AND OTHER REQUIREMENTS PRIOR TO INSTALLATION.

C1SLOPE

CEILING TYPEREFER TO SECTION

1. ALL DIMENSIONS ARE TO INTERIOR FACE-OF-STUD (F.O.S.) UNLESS NOTED OTHERWISE.



4. ALL TOPPING SLABS MUST BE POURED AFTER ROOF IS COMPLETE AND BUILDING IS DRIED IN.

5. SEE SHEET A002 FOR PROJECT KEYNOTES. REVIEW ALL NOTES PRIOR TO CONSTRUCTION.

6. COORDINATE WITH STRUCTURAL FRAMING PLANS AND SHEAR WALL PLANS FOR LOCATIONS OF COLUMNS, BEAMS, SHEARWALLS, ETC.

7. COORDINATE WITH BUILDER/OWNER FOR ALL INTERIOR FINISHES


REFLECTED CEILING PLAN GENERAL NOTES

REFLECTED CEILING PLAN KEY NOTES


Key Note Number




PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

9/9/

2014

9:5

9:28

AM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

LOWER FLOORREFLECTED CEILINGPLAN

A106

BID

SET

3/16" = 1'-0" A106LEVEL 0 - REFLECTED CEILING PLAN 1




C1

C2

C3

DESCRIPTION



EXPOSED STRUCTURE

C11' - 0"

CEILING TYPEHEIGHT


C1SLOPE













Key Note Number




A201

A2022

2

A2011

H H

1

1

G G

1A301

A202 1

STAIR

BREAK ROOMCT-29' - 4"

CT-29' - 4"

CT-29' - 4"

CT-29' - 4"

CT-29' - 4"

CT-29' - 4"

CT-18' - 0"

CT-18' - 0"

CT-18' - 0"

CT-210' - 0"

CT-29' - 4"

CT-29' - 4"

CT-29' - 0" CT-2

8' - 10"

CT-29' - 4"

CT-29' - 4"

CLO.

CT-19' - 0"

SERVERROOM

ASSISTANTCAPTAIN

ASSISTANTCAPTAIN

ADMIN.SERGEANT

SUPPORTSUPERVISOR

RECORDSSTOR.

MEN'SRESTROOM

WOMEN'SRESTROOM

UNFINISHED

CONFERENCEROOM

CHIEF

SUPPLY/COPY

ELEVATOR

MAIL

RESTROOM

RECEPTION

WAITING INT. ROOM

STAIR

4

4

A A

B B

D D

C C

E E

F F

J J

2

2 3

3

5

5

6

6

7

7

8

8

3A301

2A301

2A302

1A302

3A302

4A302

5A302

19

A502

19

A502

19

A502

1A303

2A303

B.2

FILE ROOMCT-28' - 0"

CT-3EXPOSED

CT-3EXPOSED

OPEN OFFICE

A701

11

6A302

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

44:4

1 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

MAIN FLOOR REFLECTEDCEILING PLAN

A107

BID

SET





C1

C2

C3

DESCRIPTION



EXPOSED STRUCTURE

C11' - 0"

CEILING TYPEHEIGHT


C1SLOPE













Key Note Number




A201

A2022

2

A2011

H H

1

1

G G

1A301

A202 1

ELEVATOR

STAIR

STAIR

CT-29' - 4"

CT-29' - 4"

4

4

A A

B B

D D

C C

E E

F F

J J

2

2 3

3

5

5

6

6

7

7

8

8

3A301

2A301

2A302

1A302

3A302

4A302

5A302

1A303

2A303

B.2

CONFERENCEROOM

VICTIMADVOCATE

VICTIMADVOCATE

STORAGE

INTERVIEW

MONITOR

INTERVIEW

DETECTIVESERGEANT

COPY AREA

MENSRESTROOM

WOMENSRESTROOM

UNFINISHED

CT-29' - 4"

CT-29' - 4"

CT-29' - 4"

CT-28' - 0"

CT-29' - 4"

CT-18' - 0"

CT-18' - 0"

CT-29' - 4"

CT-29' - 4"

CT-28' - 0" 19

A502CT-29' - 4"

CT-3EXPOSED

-

-

CT-29' - 4"

OPEN OFFICE

A701

11

6A302

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

44:4

4 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

UPPER FLOOR REFLECTEDCEILING PLAN

A108

BID

SET




LEVEL 2 - UPPER FIN. FLOOR114' - 0"

LEVEL 1 - MAIN FIN. FLOOR100' - 0"

LEVEL 0 - LOWER FIN. FLOOR86' - 0"

B.O. LOWER ROOF CORNICE128' - 8"

L0 WINDOW HEAD HEIGHT93' - 4"



T.O. UPPER PARAPET132' - 0"T.O. LOWER PARAPET130' - 5"

1 42 3 5 6 7 8

3A301

B B B

BBB

G

002D

25

A502

17

A501A6022

A6024

B.O. ROOF DECKING127' - 6"

91

03-44

03-44

03-44

07-59

07-59

93

07-59

03-45

07-5807-16407-59

07-59

13

A501

A50127

SIM

BRICK VENEER - 4"x4"x16" PARK ROSE -SMOOTH

ELEVATION / SECTION MATERIAL LEGENDHATCH PATTERN DESCRIPTION

DIRECT APPLIED SYTHETIC STUCCO SYSTEM

NOTE: REFER TO MATERIAL SPECIFICATIONS DOCUMENT FOR DETAILEDINFORMATION REGARDING EACH FINISH MATERIAL

ROOF, METAL - STANDING SEAMGALVANIZED







B.O. UPPER ROOF CORNICE135' - 0"

UPPER ROOF BEARING140' - 0"

45678

3A301

127A

17

A501

25

A502


07-59 07-59

07-59

07-164

04-11

03-44


Key Note Number




PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

44:5

4 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

EAST & WEST ELEVATION

A201

BID

SET

3/16" = 1'-0" A201WEST ELEVATION 2

3/16" = 1'-0" A201EAST ELEVATION 1


KEY DESCRIPTION03-44 ARCHITECTURAL PRE-CAST CONCRETE TRIM03-45 ARCHITECTURAL PRE-CAST CONCRETE TRIM W/ SLOPED TOP04-11 BRICK MASONRY VENEER- RUNNING BOND07-58 EXTERIOR INSULATION FINISH SYSTEM ACCENT - SEE

SPECIFICATIONS07-59 3/4" V-GROOVE REVEAL

07-164 STANDING-SEAM METAL ROOFING – SEE DETAILS ANDSPECIFICATIONS

1 5/22/14 ADDENDUM 1

1




LEVEL 1 - MAIN FIN. FLOOR100' - 0"TOP OF FOUNDATION98' - 7 7/8"


L2 DOUBLE TOP PLATE110' - 11 3/8"






HG

1A301

B DC E F J

2A301

A A A A

AAAA

B

B B

B B

B B

B B

B

007A 002B 001AEE

013BLDDDD

A6022

A6022

25

A502

25

A502

17

A501

13

A501


B.2

03-44

03-44

07-5907-59

93

03-45

07-59

07-58

07-164

04-11

03-46

BRICK VENEER - 4"x4"x16" PARK ROSE -SMOOTH

ELEVATION / SECTION MATERIAL LEGENDHATCH PATTERN DESCRIPTION

DIRECT APPLIED SYTHETIC STUCCO SYSTEM

NOTE: REFER TO MATERIAL SPECIFICATIONS DOCUMENT FOR DETAILEDINFORMATION REGARDING EACH FINISH MATERIAL

ROOF, METAL - STANDING SEAMGALVANIZED









H G

1A301

ABD CEFJ

2A301

B

B B B

BB C

C

002A

B

B C

C B

B F

F

H

003A 003B

A6022

A6022

A6024

25

A502

17

A501

25

A502

17

A501


B.2

T.O.W. 98' - 0"

T.O.W. 98' - 8"

T.O.W. 96' - 4"

T.O.W. 97' - 8"

T.O.W. 98' - 8"

03-44

03-44

9393

9393

6A302

03-46

04-11

07-59

07-16407-58

03-44


Key Note Number




PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

45:1

6 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

NORTH & SOUTHELEVATION

A202

BID

SET

3/16" = 1'-0" A202NORTH ELEVATION 1

3/16" = 1'-0" A202SOUTH ELEVATION 2


KEY DESCRIPTION03-44 ARCHITECTURAL PRE-CAST CONCRETE TRIM03-45 ARCHITECTURAL PRE-CAST CONCRETE TRIM W/ SLOPED TOP03-46 ARCHITECTURAL PRE-CAST CONCRETE ACCENT04-11 BRICK MASONRY VENEER- RUNNING BOND07-58 EXTERIOR INSULATION FINISH SYSTEM ACCENT - SEE

SPECIFICATIONS07-59 3/4" V-GROOVE REVEAL

07-164 STANDING-SEAM METAL ROOFING – SEE DETAILS ANDSPECIFICATIONS




Key Note Number












42 3 5 6 73

A301

RECORDSSTOR.

113

CHIEF114

EVIDENCE012

CORRIDOR009

BRIEFING013

A3021

SIM

A3023

C2

C1

C1A1

C1

C2

C4C4

C4 C4

113A

05-01

05-01 05-01


05-01

05-01

INTERVIEW208

SUPPORTSUPERVISOR

112

C4C4

05-14

1/4" / 12"07-54









HG1A301

A B DC E F J

UNFINISHED202

MEN'SRESTROOM

109RECORDSSTOR.

113STAIR

124WAITING

127INT. ROOM

126

ARMORY022

CORRIDOR009

RESTROOM006

SALLY PORT002

UNFINISHED104

STAIR101

BREAK ROOM103

STAIR201

STAIR219

2A301

STAIR001

STAIR021

C4

C4

C4 C4 C4 C4

C11

C10

C10 C10

C10C10A1

C1

C2

C1

C4

C2

C2

C1C11C5

C4

05-01

05-01

05-01

03-05

03-08


B.2

05-01

05-01

WOMENSRESTROOM

203

CONFERENCEROOM

220INTERVIEW

214MONITOR

211INTERVIEW

208

05-53

07-54









42 3 5 6 7 83

A301

UNFINISHED104

SALLY PORT002

UNFINISHED202

A3025

SIM

A3025

SIM

BREAK ROOM103

C2

C1

C1

C1 C1

C1

C1

C2

C4

C4 C9

05-01

05-01

05-01

05-01


05-0105-01 05-14

07-54

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

45:2

2 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

BUILDING SECTIONS

A301

BID

SET


KEY DESCRIPTION03-05 CAST IN PLACE FOOTINGS – SEE STRUCTURAL DRAWINGS03-08 CAST IN PLACE INTERIOR CONCRETE SLABS05-01 STEEL WIDE FLANGE BEAM – SEE STRUCTURAL DRAWINGS05-14 STEEL BAR ROOF JOIST – SEE STRUCTURAL DRAWINGS05-53 SWING GATE – SEE DETAILS07-54 RIGID INSULATION

3/16" = 1'-0" A301BUILDING SECTION - A 1

3/16" = 1'-0" A301BUILDING SECTION - C 3

3/16" = 1'-0" A301BUILDING SECTION - B 2




Key Note Number











T.O. UPPER PARAPET132' - 0"

T.O. LOWER PARAPET130' - 5"

A

A50225

A50117

A5014

A50115

A1

C1

C2

C1

03-44

03-44

05-01

05-02

05-02


05-01

05-02

07-11

6A302

12' -

8"8"

3' - 0

"8"

8"










2

C2

C1

C1

A50225

A50117

A5011

A50115

A50115

03-44

03-44

03-44

A50114

05-01

05-01


07-11

A50118

03-44

9' - 0

"8"

3' - 0

"8"

13' -

4"8"

3' - 0

"8"

8"8"










7

C2

C1

A1

A50225

A6033

A6033

A6031

A60311

A50115

03-4405-01


07-11

1' - 0

"2'

- 8"

8"3'

- 0"

8"

03-44

8"3'

- 0"

8"

8"8"










A5013

A50225

A50117

A2

C1

C1

C2

03-44

A50114


07-11

1' - 4"

C5

12' -

8"8"

3' - 0

"8"

8"

03-44










8

A50225

A6033

A6031

A60311

A6033

A60323

C1

C2

C1

03-44

A50114

05-01

05-01


3' - 6" TYP.

03-4407-11

11"

1' - 0

"8"

8"3'

- 0"

8"3'

- 0"

8"

03-44

8"

1' - 0

"2'

- 8"

8"3'

- 0"

8"

8"

03-44










5


A5015

T.O.WT.O.W

A6033

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

45:2

7 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

WALL SECTIONS

A302

BID

SET


KEY DESCRIPTION03-44 ARCHITECTURAL PRE-CAST CONCRETE TRIM05-01 STEEL WIDE FLANGE BEAM – SEE STRUCTURAL DRAWINGS05-02 STEEL TUBE COLUMN – SEE STRUCTURAL DRAWINGS07-11 VAPOR BARRIER

3/8" = 1'-0" A302WALL SECTION - B 2

3/8" = 1'-0" A302WALL SECTION - A 1

3/8" = 1'-0" A302WALL SECTION - C 3

3/8" = 1'-0" A302WALL SECTION - D 4

3/8" = 1'-0" A302WALL SECTION - E 5

3/8" = 1'-0" A302WALL SECTION - F 6

1 5/22/14 ADDENDUM 1











A

D2

03-08

D3

05-01

05-01

03-08

09-55

09-55


7"

A50121

A50123

A50124

SIM







A50124

6"


Key Note Number




PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

45:3

1 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

WALL SECTIONS ATEXPANSION JOINTS

A303

BID

SET

3/8" = 1'-0" A303WALL SECTION AT EXPANSION JOINTS - A 1

3/8" = 1'-0" A303WALL SECTION AT EXPANSION JOINTS - B 2

KEYNOTE LEGEND - DEMOLITION

KEY DESCRIPTIOND2 EXISTING CONCRETE FOUNDATION TO REMAIND3 EXISTING WINDOWS TO REMAIN


KEY DESCRIPTION03-08 CAST IN PLACE INTERIOR CONCRETE SLABS05-01 STEEL WIDE FLANGE BEAM – SEE STRUCTURAL DRAWINGS09-55 CONCEALED SUSPENSION SYSTEMS



UP

DN

UP

DN

UP UP

DN DN


Key Note Number




4

4

B B

C C

5

5

6

6

0" 11' - 1" 9' - 4"

7' - 0

"4'

- 11"

8' - 5

"

5' - 1

0 3/

8"13

' - 4"

3"

5' - 2

1/2

"8'

- 1 1

/2"

11' - 1" 9' - 4" 1' - 3"

8' - 1 1/2" 2' - 11 1/2" 3' - 11" 5' - 5"

2' - 1" 6' - 0 1/2" 3" 3"

ELEVATOR017

5' - 1

0 3/

8"2'

- 3 1

/8"

3"

5' - 2 3/4" 5' - 10 1/4" 1' - 6" 7' - 10"

11 TREADS @ 11" EACH

021A

017A

1A402

2A402

3A402

C10

C10

C10

C10

C10

C10

A2

B.2

2 1/

8"

3" 3"4A4024"

3"3"

7'-9"

CLE

AR

5'-9" CLEAR

5' - 0" 4' - 8"

3 1/

2"2

1/2"

14

A502

2' - 0"

SERVICE PIT LADDER

1' - 0"

1' - 0"

4' - 8

" TRE

AD W

IDTH

4' - 8

" TRE

AD W

IDTH

4'-1"C

LR BE

TWEE

N RA

ILS4'-

1"CLR

BETW

EEN

RAILS

1' - 0"

4

4

B B

C C

5

5

6

6

4" 11' - 1" 9' - 4" 9"

1' - 0" 8' - 4"

124B

124A

123A

5' - 1

0 3/

8"13

' - 4"

3"

5' - 2

1/2

"8'

- 1 1

/2"

5' - 1

1"2'

- 2 1

/2"

2' - 4

"2'

- 10

1/2"

6' - 6

"4'

- 11"

8' - 5

"

4" 8' - 1 1/2" 2' - 11 1/2" 3' - 11" 5' - 5" 9"


STAIR124

ELEVATOR123

1A402

2A402

3A402

C10

C10

C10

C10

C10

C10

C10

C4C1

C1

1' - 5" 2' - 6"

123B

F

B

05-53

B.2

4A402

3"3"

3" 3"

7'-9"

CLE

AR

5'-9" CLEAR

5' - 0"

10"

4' - 8"

3 1/

2"2

1/2"3" 3"

C5

C5

4' - 8

" TRE

AD W

IDTH

4' - 8

" TRE

AD W

IDTH

4' - 1

" CLR

BET

WEE

N RA

ILS4'

- 1" C

LR B

ETW

EEN

RAILS

1' - 0"

1' - 0"

1' - 0"

1' - 0"

4

4

B B

C C

5

5

6

6

ELEVATOR218

STAIR219

219A

218A

4" 11' - 1" 9' - 4" 9"

1' - 0" 8' - 4"

3"13

' - 4"

5' - 8

"

5' - 2

1/2

"8'

- 1 1

/2"

5' - 1

0 7/

8"2'

- 2 5

/8"

4" 8' - 1 1/2" 2' - 11 1/2" 3' - 11" 5' - 5" 9"

2' - 7" 5' - 6 1/2"

6' - 6

"4'

- 11"

8' - 5

"

1A402

2A402

3A402


C5

C2

C2

C10

C10

C10

C10

C10

C10

B.2

F

ROOF ACCESSHATCH ABOVE

ROOF ACCESS LADDER

27

A502

4A402

----

7'-9"

CLE

AR

5'-9" CLEAR

3"3"

3 1/

2"2

1/2"

3" 3"

3"3"

4' - 8"

5' - 0"

C5

C5

4' - 8

" TRE

AD W

IDTH

4' - 8

" TRE

AD W

IDTH

4'-1"C

LR BE

TWEE

N RA

ILS4'-

1"CLR

BETW

EEN

RAILS

1' - 0"

1' - 0"1' - 0"

H H

4

4

J J

3

3

001A

2' - 1" 12' - 10" 7' - 1 5/8"

4' - 7" 8' - 3"


3 25

5/25

6"8'

- 11"

2' - 4

"

2' - 4

"6'

- 7"

1' - 2" 3' - 6"

6' - 8"

1' - 8

"

STAIR001

5' - 0

5/8

"4

1/8"

3' - 6

1/4

"

1A403

2A403

C11

C11

C1

C1

05-02 05-02

05-0205-02

05-02

05-02

6' - 1 3/8" 4' - 7"

1' - 0" 1' - 0"

1' - 0"

4' - 6

" TRE

AD W

IDTH

3'-11

"CLR

BETW

EEN

RAILS

4' - 6

" TRE

AD W

IDTH

3'-11

"CLR

BETW

EEN

RAILS

6' - 8"

H H

4

4

J J

3

3

STAIR101

2' - 1" 12' - 10"

1' - 2" 2' - 4"

1' - 2" 3' - 6" 9' - 4" 6' - 8"

101A

2' - 4

"8'

- 11"

2"

1' - 8

"


5' - 0

5/8

"4

1/8"

3' - 6

1/4

"

2' - 1" 12' - 10" 6' - 8"

5' - 2 1/2" 7' - 4" 3 1/2"

G

1A403

2A403

C2

C2

C11

4' - 7"5' - 8 1/4"

1' - 11"

4' - 6

" TRE

AD W

IDTH

3'-11

"CLR

BETW

EEN

RAILS

3'-11

"CLR

BETW

EEN

RAILS

4' - 6

" TRE

AD W

IDTH

1' - 0" 1' - 0"

1' - 0"1' - 0"

H H

4

4

J J

3

3

STAIR201

1' - 2" 3' - 6" 9' - 4" 6' - 8"

1' - 2 1/8" 2' - 3 7/8"

201A

G

1' - 8

"

12' - 10" 6' - 8"

5' - 0

5/8

"4

1/8"

3' - 6

1/4

"


1A403

2A403

C11

C2

C2

5' - 2 1/2" 7' - 4" 3 1/2"

4' - 6

" TY

P.

4' - 6

" TRE

AD W

IDTH

3'-11

"CLR

BETW

EEN

RAILS

3'-11

"CLR

BETW

EEN

RAILS

4' - 6

" TRE

AD W

IDTH

1' - 0"

1' - 0"1' - 0"

4' - 8"

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

45:3

5 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

ENLARGED STAIR PLANS

A401

BID

SET


KEY DESCRIPTION05-02 STEEL TUBE COLUMN – SEE STRUCTURAL DRAWINGS05-53 SWING GATE – SEE DETAILS

3/8" = 1'-0" A401LEVEL 0 - ENLARGED STAIR & ELEVATOR PLAN 1



3/8" = 1'-0" A401LEVEL 0 - ENLARGED STAIR PLAN 4



PROVIDE SIGNAGE"NOT AN EXIT"SEE SPECIFICATIONS









456

STAIR219

STAIR124

2A402

C1

C2

C10

C10

C10

A5026

A5026

A5025

05-52

05-52

219A

08-20

05-01

STAIR021

021A

08-20


ROOF ACCESS LADDER

A5023

A5023

A50227

05-58

05-58

11 TREADS @ 11" EACH = 10' - 1"

12 R

ISERS

@ 7

" EAC

H =

7' -

0"12

RISE

RS @

7" E

ACH

= 7

' - 0"

12 R

ISERS

@ 7

" EAC

H =

7' -

0"12

RISE

RS @

7" E

ACH

= 7

' - 0"

9

A502

A5024

A5022

3' - 6

"

3' - 6

"GUA

RDRA

IL

3' - 0

" HAN

DRAI

L










B C1

A402

C5

C10

C10 C10

C10

C10

STAIR219

STAIR124

CORRIDOR009

05-53

05-01

05-01


B.2

----








5

ELEV

ATO

R PI

T DEP

TH

4' - 0

"

ELEVATOR218

ELEVATOR123

ELEVATOR017

C10

C10

C10C10

C10

C10

A1 A1


4A402

A50215

A50216

A50216

5' - 9" CLR.

A50214


Key Note Number











C3

A402


B.2

ELEVATOR017

ELEVATOR123

ELEVATOR218

A50215

A50216

A50216

----

ELEV

ATO

R PI

T DEP

TH

4' - 1

33/

128"7' - 9" CLR.

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

45:5

6 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

ENLARGED STAIR &ELEVATOR SECTIONS

A402

BID

SET

3/8" = 1'-0" A402STAIR SECTION - A 1

3/8" = 1'-0" A402STAIR SECTION - B 2

3/8" = 1'-0" A402ELEVATOR SECTION - A 3


KEY DESCRIPTION05-01 STEEL WIDE FLANGE BEAM – SEE STRUCTURAL DRAWINGS05-52 CONCRETE FILLED METAL PAN STAIRS – SEE DETAILS05-53 SWING GATE – SEE DETAILS05-58 STAINLESS-STEEL PIPE AND TUBE RAILINGS – SEE DETAILS08-20 FLUSH WOOD DOOR – SEE SCHEDULE, DETAILS AND

SPECIFICATIONS08-31 ROOF ACCESS DOORS AND FRAMES

3/8" = 1'-0" A402ELEVATOR SECTION - B 4

EXTEND GYP. BD. ON BOTH SIDES OFELEVATOR SHAFT WALLS TOUNDERSIDE OF ROOF SHEATHING

EXTEND GYP. BD. ON BOTH SIDES OFELEVATOR SHAFT WALLS TOUNDERSIDE OF ROOF SHEATHING












432

A403

C2

C2

C1

C11

C11

STAIR201

STAIR101

STAIR001

A5026

A5025

05-52

05-52

08-20

101A

201A

08-20

05-01

05-01


A5023

A5023

05-58

05-58

10

A502

9

A502

12 R

ISERS

@ 7

" EAC

H =

7' -

0"12

RISE

RS @

7" E

ACH

= 7

' - 0"

12 R

ISERS

@ 7

" EAC

H =

7' -

0"12

RISE

RS @

7" E

ACH

= 7

' - 0"

11 TREADS @ 11" EACH = 10' - 1"

3' - 6

" GUA

RDRA

IL

3' - 0

" HAN

DRAI

L

3' - 6

"










H J1

A403

C2

C2

C1

C11

C11

STAIR201

STAIR101

STAIR001

05-01

05-01

05-01

05-01


05-01

05-14


Key Note Number




PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

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DATE:

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ENLARGED STAIRSECTIONS

A403

BID

SET

3/8" = 1'-0" A403STAIR SECTION - C 1

3/8" = 1'-0" A403STAIR SECTION - D 2


KEY DESCRIPTION05-01 STEEL WIDE FLANGE BEAM – SEE STRUCTURAL DRAWINGS05-14 STEEL BAR ROOF JOIST – SEE STRUCTURAL DRAWINGS05-52 CONCRETE FILLED METAL PAN STAIRS – SEE DETAILS05-58 STAINLESS-STEEL PIPE AND TUBE RAILINGS – SEE DETAILS08-20 FLUSH WOOD DOOR – SEE SCHEDULE, DETAILS AND

SPECIFICATIONS




Key Note Number




F F

5

5

6

6

RESTROOM006

HOLDING005

HOLDING004

005A006A

004A

8' - 4 5/8" 9' - 4" 5' - 10"

3 7/8" 7' - 9" 1' - 7" 2' - 1" 3' - 9"2' - 7" 5' - 9 5/8"

7' - 3

"1'

- 5 1

/2"

A702

8

C4

B2 B1

B1

C4B2

5A404

6A404

B2

C5

BENCH BENCH

87 87 87 87

05-02

73

20

14

38

4' - 1" 3' - 8"

A7022

3

4

5

SEE

ADA

DETA

ILS16

"-18"

CLE

AR

5' - 0

"

4

4

5

5

109A 108A

MEN'SRESTROOM

109

WOMEN'SRESTROOM

108

11 1/2" 11' - 1" 4' - 8 1/8"

7' - 6" 3' - 7"

1' - 4" 6' - 2"

2' - 4" 2' - 4 1/8"

8' - 7

5/8

"

C4

C9C4C4

C4

20 20

14 14

38 38

A703 5

6

7

8

7373

A7039 11

10

12

SEE

ADA

DETA

ILS16

"-18"

CLE

AR

5' - 0

"

5' - 0

"



566

A404

HOLDING004

HOLDING005

RESTROOM006

B2B1

B2

C5

13

A502

13

A502

87 87 87 87

05-0105-0105-01

73

20

6' - 8"



F5

A404

HOLDING005

B1

B2

A50213

3' - 2

"

87

75

19"

CUT CMU AS NEEDED

B B

128A

RESTROOM128

C4

C4

C2

7' - 6

"

6' - 4 3/8" 2' - 1"

1' - 0

"

C9

38

73

20

BH-14

05-02

A703 13

14

15

16

CLE

AR

5' - 0

"

4

4

E E

MENSRESTROOM

204

WOMENSRESTROOM

203

204A 203A

8' - 4" 3" 8' - 1"

2' - 2 1/8" 6' - 1 7/8"

4' - 4

"

C4C9

C4

C4

C4

5' - 9 3/8" 2' - 3 5/8"

05-02

A703

1

A703

2

19 3

17

4 20

18

CLE

A R

5' - 1

3/1

6"

CLE

A R

5' - 1

3/1

6"

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

46:3

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ENLARGED PLANS &SECTIONS

A404

BID

SET

1/2" = 1'-0" A404LEVEL 0 - UNISEX RESTROOM/HOLDING ROOMS - ENLARGED FLOOR PLAN 1

1/2" = 1'-0" A404LEVEL 1 - MEN'S & WOMEN'S RESTROOMS - ENLARGED FLOOR PLAN 2

1/2" = 1'-0" A404UNISEX RESTROOM/HOLDING ROOMS SECTION - A 5

1/2" = 1'-0" A404HOLDING ROOM - B 6

1/2" = 1'-0" A404LEVEL 1 - RESTROOM - ENLARGED FLOOR PLAN 3

1/2" = 1'-0" A404LEVEL 2 - RESTROOMS - ENLARGED PLAN 4


KEY DESCRIPTION14 WALL MOUNTED MIRROR OVER COUNTERTOP BACKSPLASH -

SEE BATH HARDWARE SCHEDULE (SHEET A604)20 TOILET PAPER HOLDER38 LAVATORY SINK. INSTALL ACCORDING TO MANUFACTURER'S

INSTRUCTIONS73 WATER CLOSET75 DORMER VENT - SEE ELEVATIONS AND SPECIFICATIONS87 ADJUSTABLE SHELF


KEY DESCRIPTION05-01 STEEL WIDE FLANGE BEAM – SEE STRUCTURAL DRAWINGS05-02 STEEL TUBE COLUMN – SEE STRUCTURAL DRAWINGSBH-14



STRUCTURALCOLUMN

5/8" GYP. BD. W/SHEDULED FINISH

2" METAL CHANNELFRAMING

CORNER BEAD

FINISH FACE OFADJACENT WALL

SCHEDULED WALL

SCHEDULED BASE

FLOOR FINISH DO NOT ATTACHOR GLUE TO CLOSURE PLATE

FLOOR SYSTEM

FRAMING MEMBER

SCHEDULED WALL SYSTEM

20 GAUGE CLOSURE PLATE,FASTEN TO WALL SYSTEM ONLY

VARIES, V.I.F.1" LAP

5/8" EXTERIOR GRADEGYP. SHEATHING

2" E.I.F.S.

CONT. SEALANTW/ BACKER ROD

PRE-CAST CONCRETE

BRICK VENEER

30 LB. FELT

5/8" EXT. GRADE FIRETREATED PLYWOODSHEATHING

LAP FELT 4"

METALFRAMING

SCHEDULEDWALL TYPE

4"4"

8"

2" E.I.F.S.

E.I.F.S. ACCENT

CONT. DRIP

CONT. SEALENTW/ BACKER ROD

PRECAST CONCRETE

1" AIR GAP 30 LB. FELT

5/8" EXT. GRADE PLYWOODFIRE TREATED SHEATHING

METAL FRAMING

METAL FLASHING

LAP 30 LB. FELT 4" (MIN.)

5/8" EXT. GRADE GYP. SHEATHING

1 3/

4"6"


BRICK VENEER

SCHED. CEILING

ALUM. CENTER PLATE

GASKET

ALUM. RETAINER

STOREFRONT ALUMINUM MULLION

STOREFRONT GLAZING

4x2x1/4 ALUMINUM ANGLE

10-12x1" PANCAKE HEAD TYPE A 1'-0" O.C.

PANEL SPLICE TRIM, MATCH PANEL COLOR

URETHANE SEALANT, CONT.

30 LB. FELT

DOUBLE BEAD TAPE SEALER, CONT.

SUBSTRATE

PANEL

NOTE: SEE ELEVATIONS SHEETS A2.1 AND A2.2 FOR SPLICE LOCATIONS.ADDITIONAL SPLICE LOCATIONS TO BE VERIFIED BY ARCHITECT.

BRICK VENEER - SEE ELEV.

CONCRETE SLAB OVERCOMPACTED GRAVEL - SEE STRUCT.

REINFORCED CONCRETEFOUNDATION - SEE STRUCT.

CONT. CONCRETE FOOTING - SEE STRUCT.

82'-0"T.O.F.

86'-0"T.O. FLOOR SLAB

UNDISTURBED NATIVE SOIL OR COMPACTEDSTRUCTURAL FILL - SEE STRUCT.

2'-6"

MIN

.

2" RIGID INSULATION10"

A5012

MIN

.

6"

#3 DOWEL @ 24" O.C.. DRILL ANDEPOXY INTO FOUNDATION WITH 3"

MIN. EMBEDMENT

PROVIDE 1/2" RIGID INSULATION ATJOINT PRIOR TO PLACEMENT OF SLAB

6" SEE PLANST.O. FLOOR SLAB


METAL FLASHING AT BASEOF BRICK VENEER

REINFORCED CONRETEFOUNDATION - SEE STRUCT.

WALL SYSTEM- SEE PLANS

6"

CONRETE SLAB TOPPING ONMETAL DECKING - SEE STRUCT.

MIN

.

6"

30 LB. FELT1 1/2" RIGID INSULATION

1" AIR GAP

4" CONCRETE SLAB OVERCOMPACT GRAVEL - SEE STRUCT.



METAL FLASHING AT BASEOF BRICK VENEER

5 3/8"6" M

IN.

2" RIGID INSULATION

REINFORCED CONRETEFOUNDATION - SEE STRUCT.

1' - 0"

WALL SYSTEM - SEE PLANS PROVIDE 1/2" RIGIDINSULATION AT JOINT PRIORTO PLACEMENT OF SLAB

VAPOR BARRIER

NO. 9 GAGE WIRE X CONT. @ 16" O/C HORIZONTALEMBEDDED INTO MORTAR

JOINT W/ NO. 22 GAGE X 7/8" WIDE GALV. CORRUGATEDVENEER TIES @ 16" O/C

EACH WAY TIES TO TO WRAPPED AROUND HORIZONTALWIRE AND SECURE TO WALL FRAMING.

1" AIR SPACE

BRICK VENEER AS PER KEY NOTES

30 LB. FELT

REINFORCED CONCRETEFOUNDATION - SEE STRUCT.

CONT. CONCRETE FOOTING - SEE STRUCT.


100'-0"T.O. MAIN FINISH FLOOR

4" GRAVEL BASE - SEE STRUCT.

WALL SYSTEM - SEE PLANS

4" CONCRETE SLAB OVER 4" LAYEROF GRAVEL - SEE STRUCT.

MIN

.

6"

METAL STUD FURRING - SEE PLANS

1' - 4"

METAL FLASHING AT BASE OF BRICK VENEER1" AIR SPACE

1 1/2" RIGID INSULATION30 LB. FELT

SOLID SURFACECOUNTER TOP

LAMINATED GLAZING

2x4 STUDS @ 16" O.C.5/8" GYP BOARD

BULLET RESISTANT FIBERGLASS

2' - 0"

1 1/2

"

TRANSACTION TRAY

PLYWOODSOLID SURFACE

LOBBY

SOLID SURFACECOUNTER TOP

LAMINATED GLAZING

2x4 STUDS @ 16" O.C.

5/8" GYP BOARD

BULLET RESISTANT FIBERGLASS

PLYWOOD

SEALANT

ALUMINUM CHANNEL

1 1/2

"

2' - 0"

LOBBY

PRE-CAST CONCRETE

1" AIR GAP

30 LB. FELT

5/8" EXT. GRADE FIRETREATED PLYWOOD

SHEATHING

LAP FELT 4"

METALFRAMING

SCHEDULEDWALL TYPE

8"

BRICK VENEER


CONCRETE FLOOR SLAB

STEEL BEAM

2"

FLOOR TO FLOOREXPANSION JOINT COVER

EXISTING CONCRETEFOUNDATION WALL

A

7"

FLOOR TO WALLEXPANSION JOINT COVER

CONCRETE FLOOR SLAB

EXISTING CONCRETEFOUNDATION WALL

EXISTING GLAZING

EXISTING ALUMINUM FRAME

2"

A

STEEL BEAM7"

CONCRETE FLOOR SLAB

EXISTING GLAZING


EXISTING WINDOWSYSTEM FRAMING


SPANDREL GLASS

A

STEEL BEAM

9"

STEEL ANGLE

HARD SURFACE WINDOW SILL- SEE SPECIFICATIONS

SPANDREL WINDOW

MULLION

GYP. BOARD

BATT INSULATION

CRICKET - SEE ROOF PLAN

ROOF RIGID INSULATION

PARAPET WALL

6"

FLASHING

EPDM WATER BARRIER

ALUMINUM PLATE COVER

EXISTING WALL

OPEN CELL HYDROPHOBICPOLYMER IMPREGNATEDPOLYURETHANE FOAM

FIELD APPLIED SILICONESEALANT BEAD

FACTORY APPLIED,COLORABLE SILICONE FACING

4"

6"

EIFS

5/8" GYP. BOARD

OPEN CELL HYDROPHOBICPOLYMER IMPREGNATEDPOLYURETHANE FOAM

FIELD APPLIED SILICONESEALANT BEAD

FACTORY APPLIED,COLORABLESILICONE FACING

2"

2"

5/8" GYP. BOARD

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

46:3

5 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

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2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

BUILDING DETAILS

A501

BID

SET

3" = 1'-0" A501ACCENT DETAIL WITH STRUCT. 8

3" = 1'-0" A501FLOOR/WALL TRANSITION DETAIL 15

3" = 1'-0" A501PRECAST CONCRETE DETAIL - A 13

1 1/2" = 1'-0" A501E.I.F.S. ACCENT DETAIL 17

1 1/2" = 1'-0" A501EXPANSION JOINT DETAIL AT CEILING 23

1 1/2" = 1'-0" A501FASCIA/CORNICE SPLICE DETAIL 19

3/4" = 1'-0" A501TYPICAL 10" FOUNDATION/SLAB ON GRADE DETAIL 1

1 1/2" = 1'-0" A501BRICK VENEER LEDGE AT 16" FOUNDATION/SLAB AT STRUCTURE 4

1 1/2" = 1'-0" A501BRICK VENEER LEDGE AT 12" FOUNDATION/SLAB ON GRADE 2

3" = 1'-0" A501MASONRY ATTACHMENT DETAIL 18

3/4" = 1'-0" A501TYPICAL 16" FOUNDATION/FURRING DETAIL 3

1 1/2" = 1'-0" A501RECEPTION COUNTER @ TRANSACTION TRAY DETAIL 25

1 1/2" = 1'-0" A501RECEPTION COUNTER DETAIL 26

3" = 1'-0" A501PRECAST CONCRETE DETAIL - B 14

1 1/2" = 1'-0" A501EXPANSION JOINT @ MAIN FLOOR DOOR 20

1 1/2" = 1'-0" A501EXPANSION JOINT @ MAIN FLOOR 21

1 1/2" = 1'-0" A501EXPANSION JOINT @ UPPER FLOOR 22

1" = 1'-0" A501FLOOR/WNDW. TRANSITION DETAIL 5

1 1/2" = 1'-0" A501EXPANSION JOINT DETAIL AT ROOF 24

3" = 1'-0" A501EXPANSION JOINT DETAIL AT WALL 27

3" = 1'-0" A501EXPANSION JOINT DETAIL AT WALL 28



2"x2"x3/16" TK. STEEL ANGLE,PAINTED

1 1/2" DIA. METAL VERTICALSUPPORT, PAINTED

1 1/2" DIA. METAL HANDRAIL,PAINTED

METAL BRACKET, PAINTED.

2"x4"x1/4" PLATE, PAINTED,WELD ALL AROUND

CONCRETE TREAD IN 3/16"METAL PAN

MC12 x 45 STEEL CHANNEL,PAINTED

1/2" DIA. SOLID METAL BAR,PAINTED, 4" MAX. O.C.,TYP.

1 1/2" DIA. METAL RAIL,PAINTED

1 1/2" DIA. METAL TOP RAIL,PAINTED

42" A

T NO

SING

OF S

TAIR

TREA

D (G

UARD

RAIL)

3"

4"

36" A

T NOS

ING

OF ST

AIR T

READ

(HAN

DRAI

L)

METAL FRAMING

STAIR CHANNEL, PAINTED

CONCRETE TREAD IN 3/16" METAL PAN

SCHEDULED WALL TYPE

METAL BRACKET, PAINTED.

1 1/2" DIA. STEEL PIPE HANDRAIL,PAINTED

METAL FRAMING AT HANDRAIL BRACKET

SCHED. WALL FINISH

2"x2"x3/16" STEEL ANGLE, PAINTED

36" A

T NO

SING

OF S

TAIR

TREA

D (H

ANDR

AIL)

COMPACTEDGRANULAR FILL

SCHEDULEDFLOOR SLAB STRUCTURAL FOOTING

(2)-5/8" DIA. x 6" LONGTHREADED RODS EPOXYANCHORED IN OVERSIZED HOLES

2 1/2" VERT. x 4" HORIZ. x 1/4"STEEL ANGLE, PAINTED

2"x2"x3/16" TK. STEEL ANGLE8" LONG, PAINTED

METAL RISER, PAINTED OR W/ SCHED. FLOOR FINISH

STAIR STEEL CHANNEL STRINGER, PAINTED

NORMAL WEIGHT CONCRETE W/ SCHED. FLOOR FINISH

METAL PAN TREAD, PAINT UNDERSIDE

2"x2"x3/16", 8" LONG TREADBEARING ANGLE, PAINTED

STAIR STRINGER, PAINTED OR W/ SCHED. BASE

METAL RISER, PAINTED OR SCHED. FINISH

CONCRETE TREAD, W/ SCHED. FLOOR FINISH

7" R

ISER

11" TREAD1"

SCHEDULED FLOOR SLAB

5/8"~ GALVANIZED EXPANSION BOLT

3/8" TK BENT PLATE ANCHORED TO FLOOR & STEEL BAR STRINGER

3/4"~ RUNGS W/SLIP-PROOF SURFACE @ 12" O.C., PAINTED

SCHEDULED WALL TYPE

3" x 1/2" TK FLAT STEEL BAR STRINGER @ 2'-0" APART, PAINTED

5/8"~ GALVANIZED EXPANSION BOLT

3/8" TK BENT PLATE ANCHORED TO SCHEDULEDWALL TYPE & STEEL BAR STRINGER, PAINTED

HOLD STRINGER DOWN TO CLEAR FALL PROTECT SYSTEMLOCATED BETWEEN FINISH FLOOR & TOP OF STRINGER(IN SERVICE PIT ONLY)

FLOOR LINE @ SERVICE PIT - SEE SECTION 3/A402

OF STRINGER

7" TO CENTER

.


7/8" HAT CHANNEL

20"

3" CONCRETE SLAB BENCH

8" CMU WALL - SEE WALL TYPES

1/2" CHAMFER ON SLAB EDGE CUT CMU AS NEEDED

3"

5A404

19"

METAL STUD FRAMING @ 16" O.C.

SUSPENDED ACOUSTICPANEL CEILING

5/8" GYP. BOARD

6"6"

METAL CAP FLASHING. MATCHCOLOR OF METAL PANEL.

FLASHING CLIP

SUBSTRATE FLASHING CLIP

30 LB. FELT

FLASHING CLIP

METAL FRAMING

STRUCTURAL FRAMING

CONT. SEALANT W/ BACKER ROD

E.I.F.S. ACCENT

2" E.I.F.S.

METAL FRAMING

SINGLE PLY ROOFMEMBRANE

ROOF INSULATION

SCHED. METALDECKING

STRUCT. TRUSSSTRUCT. BEAM

SCHED.WALL TYPE

4"

8" 1'

-4"

10"

4"

2"

2" 2"

ELEV. 128'-10"B.O. FRAMING

CURB W/ INTEGRALCAP FLASHING (TYP.)

BASE FLASHING SYSTEM

SINGLE PLY ROOFINGMEMBRANE

DECK CLOSURE ANGLE,ALL AROUND OPENING

DECK CLOSURE MATERIAL,ALL AROUND OPENING

FOR WALL TYPE SEE PLANS

FINISH FLOOR

ROOF HATCH W/ CLASPS FOR PADLOCKS

4" X 4" X 3/8" ANGLEFRAME OPENING BETWEENSTRUCTURAL FRAMING.

3/4" DIA. KNURL RUNGS @ 12" O.C. MAX

BRACE STRINGER @ FLOOR & TOP OF WALL & ROOF

STRINGERS BOLTED TO FLOOR W/ 3/8" BENTPLATE BRACKETS, ANCHOR TO FLOOR W/3/4" DIA EXP. BOLTS

CLIP ANGLES SECURE TO ROOF, WALL AND FLOOR AS REQUIRED.PROVIDE SOLID BLOCKING IN WALL AS REQUIRED (8'-0" O.C. MAX.)SECURE TO WALL W/ 3/4" DIA. EXP. BOLTS

2 1/2" X 3/8" FLAT BAR STRINGERS, 22" APART W/ 3/8" BENT PLATEANCHORS @ 2'-6" O.C. VERT. MAX. ANCHORED TO WALL,STRINGERS TO BE SELF SUPPORTING FOR LOADING OF UNBRACEDLENGTH TO ROOF DECK. WHERE WALL IS NOT FULL HEIGHT.

PAINT BAR STRINGERS, KNURLRUNGS, CLIP ANGLES, ANGLEFRAME AND INSIDE FACE OFROOF HATCH HOUSING7"

9 3/4"

TOP OF EVIDENCE LOCKER

SEE

REFL

ECTE

D C

EILIN

G P

LAN

1' - 0

"

METAL STUD FRAMING @ 16" O.C.

5/8" GYP. BOARD

SUSPENDED ACOUSTICPANEL CEILING

STAIR STEEL CHANNEL STRINGER,PAINTED

INTERMEDIATE DOUBLE 4x4x1/4"STEEL ANGLE, VERT. LEG DOWN,PAINTED

STAIR WIDE-FLANGE PAINTED

METAL RISER, PAINTED,OR SCHED. FLR. FINISH

5X3-1/2"X1/4" STEELANGLE W/ 5" VERT.LEG UP, PAINTED

METAL PAN TREAD,PAINT UNDERSIDE

NORMAL WEIGHT CONCRETEW/ SCHED. FLOOR FINISH

2"x2"x3/16" TK. STEEL ANGLE 8" LONG,PAINTED

SEE

ELEV

ATO

R SP

ECIFI

CAT

IONS

4'-0"

PIT

DEPT

H

CONCRETE FOUNDATION ELEVATORPIT WALL - SEE STRUCTURAL

CONCRETE FOOTING - SEE STRUCTURAL

COMPACT FILL - SEE STRUCTURAL

CONCRETE FOOTING - SEE STRUCTURAL

TO HSS COLUMN FRAME1" FROM FACE OF CONCRETE

WALL TYPE ASSEMBLY - SEE SHEET G004

ACOUSTIC TILE CEILING - SEEREFLECTED CEILING TYPE

STEEL BEAM - SEE STRUCTURAL

TO HSS COLUMN FRAME1" FROM FACE OF GYPSUM

WALL TYPE ASSEMBLY - SEE SHEET G004

CONCRETE SLAB TOPPING ON METALDECKING - SEE STRUCTURAL

STAIR STEEL CHANNEL STRINGER,PAINTED

INTERMEDIATE DOUBLE 4x4x1/4"STEEL ANGLE, VERT. LEG DOWN,

PAINTED

STAIR WIDE-FLANGE PAINTED

5X3-1/2"X1/4" STEELANGLE W/ 5" VERT.

LEG UP, PAINTED

2"x2"x3/16" TK. STEEL ANGLE 8"LONG, PAINTED

1 1/2" DIA. METAL VERTICALSUPPORT, PAINTED

1/2" DIA. SOLID METAL BAR,PAINTED, 4" MAX. O.C.,TYP.

1 1/2" DIA. METAL RAIL, PAINTED

1 1/2" DIA. METAL TOP RAIL, PAINTED

INTERMEDIATE DOUBLE 4x4x1/4" STEELANGLE, VERT. LEG DOWN, PAINTED

WIDE-FLANGE PAINTED

5X3-1/2"X1/4" STEEL ANGLE W/5" VERT. LEG UP, PAINTED

42" G

UARD

RAI

L

GROUT PIPE INTO METAL SLEEVE

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

46:3

9 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

BUILDING DETAILS

A502

BID

SET

1 1/2" = 1'-0" A502RAIL DETAIL @ TREAD 9

1 1/2" = 1'-0" A502RAIL DETAIL @ TREAD 10

1 1/2" = 1'-0" A502STAIR DETAIL AT SLAB 5

1 1/2" = 1'-0" A502STAIR TREAD AND RISER DETAIL 6

3" = 1'-0" A502ACCESS LADDER DETAIL 14

1 1/2" = 1'-0" A502CONCRETE BENCH DETAIL 13

3" = 1'-0" A502GYP. BOARD HEAD DETAIL - A 19

1 1/2" = 1'-0" A502CORNICE DETAIL 25

3/4" = 1'-0" A502ROOF HATCH DETAIL 27

1 1/2" = 1'-0" A502CEILING EXPANSION JOINT DETAIL 24

1 1/2" = 1'-0" A502LANDING DETAIL - TOP 3

3/4" = 1'-0" A502ELEVATOR AT PIT DETAIL 15

3/4" = 1'-0" A502ELEVATOR AT FLOOR CONNECTION DETAIL 16

1 1/2" = 1'-0" A502LANDING DETAIL - BOTTOM 4

1 1/2" = 1'-0" A502RAIL CONNECTION 2



DOOR FRAME TYPES - ELEVATION

ALUMINUM,PREFINISHED

H.M. FRAME,PAINTED

1 2

TYP.2" SCHED. DR.TYP.

2" SCHED. DR.

2"SC

HEDU

LED

DOO

R

2"SC

HEDU

LED

DOO

R

DOOR GLAZING TYPES

1/4" CLEAR TEMPERED GLASSA

B 1" CLEAR INSULATED TEMPERED GLASS, SEALED.

TYPE A TYPE B TYPE C TYPE D

A2 - DOUBLE DOORDOORS TO BE PROVIDED BY WINDOW MANUFACTURE.ALUMINUM CLAD

DOOR REPRESENTS ARCHITECTURALSTYLE, DIMENSIONS TO BE DETERMINEDBY SELECTED MANUFACTURE

EQEQ

TYPE E

DOOR REPRESENTS ARCHITECTURAL STYLE, DIMENSIONS TO BEDETERMINED BY SELECTED MANUFACTURE

ELEVATOR DOOR OPENING

TEMPEREDGLAZING

VERTICAL GRAIN D.F. STAIN GRADE

SEE

SCHE

DULE

SEE SCHEDULE

SEE

SCHE

DULE

SEE SCHEDULE

SEE

SCHE

DULE

SEE SCHEDULE

SEE

SCHE

DULE

SEE SCHEDULE

DOOR TYPES - ELEVATION

A

B

INT. DOORS

EXT. DOORS

TYPE F

ELEVATOR ACCESS DOORDOOR REPRESENTS ARCHITECTURALSTYLE, DIMENSIONS TO BE DETERMINEDBY SELECTED MANUFACTURE

SEE

SCHE

DULE

SEE SCHEDULE

SEE

SCHE

DULE

SEE SCHEDULE

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

46:4

2 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

DOOR SCHEDULE &ELEVATIONS

A601

BID

SET

DOOR SCHEDULE

d TYPE WIDTH HEIGHT FRAME TYPEFIRE

RATINGAssembly

CodeDETAIL FINISH HW

GHEAD JAMB SILL DOOR FRAME COMMENTS001A B 3' - 4" 7' - 4" 1 C1020 19/A603 PAINTED PAINTED 1.0 EXTERIOR SWING DOOR W/PANIC DEVICE002A D 10' - 0" 7' - 2" 2 23/A603 24/A603 PAINTED PAINTED OVERHEAD GARAGE DOOR002B D 10' - 0" 7' - 2" 2 23/A603 24/A603 PAINTED PAINTED OVERHEAD GARAGE DOOR002C A 3' - 0" 7' - 0" 1 20 17/A603 17/A603 19/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR002D B 3' - 4" 7' - 4" 1 C1020 19/A603 PAINTED PAINTED 2.0 EXTERIOR SWING DOOR003A D 8' - 0" 7' - 2" 2 23/A603 24/A603 PAINTED PAINTED OVERHEAD GARAGE DOOR003B B 3' - 4" 7' - 4" 1 C1020 19/A603 PAINTED PAINTED 2.0 EXTERIOR SWING DOOR004A A 3' - 0" 7' - 0" 1 17/A603 17/A603 22/A603 WOOD PAINTED 8.0 INTERIOR SWING DOOR005A A 3' - 0" 7' - 0" 1 17/A603 17/A603 22/A603 WOOD PAINTED 8.0 INTERIOR SWING DOOR006A A 3' - 0" 7' - 0" 1 17/A603 17/A603 22/A603 WOOD PAINTED 7.0 INTERIOR SWING DOOR007A B 3' - 4" 7' - 4" 1 C1020 19/A603 PAINTED PAINTED 1.0 EXTERIOR SWING DOOR W/PANIC DEVICE008A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 11.0 INTERIOR SWING DOOR010A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR011A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR012A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 6.0 INTERIOR SWING DOOR013A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 11.0 INTERIOR SWING DOOR013B B 3' - 4" 7' - 4" 2 17/A603 17/A603 19/A603 PAINTED PAINTED 2.0 EXTERIOR SINGLE GLASS SWING DOOR014A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 9.0 INTERIOR SWING DOOR015A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 9.0 INTERIOR SWING DOOR016A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 9.0 INTERIOR SWING DOOR017A E 3' - 0" 7' - 0" 1 60 ELEVATOR DOOR OPENING018A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR019A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR020A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR021A A 3' - 0" 7' - 0" 1 60 17/A603 17/A603 WOOD PAINTED 4.0 INTERIOR SWING DOOR W/PANIC DEVICE022A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 10.0 INTERIOR SWING DOOR023A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR024A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 9.0 INTERIOR SWING DOOR101A A 3' - 0" 7' - 0" 1 60 17/A603 17/A603 WOOD PAINTED 4.0 INTERIOR SWING DOOR W/PANIC DEVICE103A A 3' - 0" 7' - 0" 1 17/A603 17/A603 21/A603 WOOD PAINTED 11.0 INTERIOR SWING DOOR104A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR105A A 3' - 0" 7' - 0" 1 17/A603 17/A603 21/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR106A A 3' - 0" 7' - 0" 1 17/A603 17/A603 21/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR107A A 3' - 0" 7' - 0" 1 17/A603 17/A603 21/A603 WOOD PAINTED 11.0 INTERIOR SWING DOOR108A A 3' - 0" 7' - 0" 1 17/A603 17/A603 22/A603 WOOD PAINTED 7.0 INTERIOR SWING DOOR109A A 3' - 0" 7' - 0" 1 17/A603 17/A603 22/A603 WOOD PAINTED 7.0 INTERIOR SWING DOOR110A A 3' - 0" 7' - 0" 1 17/A603 17/A603 21/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR111A A 3' - 0" 7' - 0" 1 17/A603 17/A603 21/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR112A A 3' - 0" 7' - 0" 1 17/A603 17/A603 21/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR113A A 3' - 0" 7' - 0" 1 17/A603 17/A603 21/A603 WOOD PAINTED 10.0 INTERIOR SWING DOOR113B A 3' - 0" 7' - 0" 1 17/A603 17/A603 21/A603 WOOD PAINTED 10.0 INTERIOR SWING DOOR113C A 3' - 0" 7' - 0" 1 17/A603 17/A603 21/A603 WOOD PAINTED 10.0 INTERIOR SWING DOOR114A A 3' - 0" 7' - 0" 1 17/A603 17/A603 21/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR114B A 3' - 0" 7' - 0" 1 17/A603 17/A603 21/A603 WOOD PAINTED 9.0 INTERIOR SWING DOOR123A E 3' - 0" 7' - 0" 1 60 ELEVATOR DOOR OPENING123B F 3' - 0" 7' - 0" 1 60 17/A603 17/A603 21/A603 PAINTED PAINTED 9.0 ELEVATOR EQUIPMENT ACCESS PANEL124A A 3' - 0" 7' - 0" 1 60 17/A603 17/A603 21/A603 WOOD PAINTED 4.0 INTERIOR SWING DOOR W/PANIC DEVICE124B A 3' - 0" 7' - 0" 1 60 17/A603 17/A603 21/A603 WOOD PAINTED 3.0 INTERIOR SWING DOOR W/PANIC DEVICE125A A 3' - 0" 7' - 0" 1 17/A603 17/A603 21/A603 WOOD PAINTED 3.0 INTERIOR SWING DOOR W/PANIC DEVICE126A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR127A B 3' - 4" 7' - 4" 2 17/A603 17/A603 19/A603 PAINTED PAINTED 1.0 EXTERIOR SWING DOOR W/PANIC DEVICE127B B 3' - 0" 6' - 11" 2 B2030110 17/A603 17/A603 21/A603 PAINTED PAINTED 1.1 STOREFRONT SINGLE SWING DOOR W/PANIC DEVICE128A A 3' - 0" 7' - 0" 1 17/A603 17/A603 22/A603 WOOD PAINTED 7.0 INTERIOR SWING DOOR201A A 3' - 0" 7' - 0" 1 60 17/A603 17/A603 21/A603 WOOD PAINTED 4.0 INTERIOR SWING DOOR W/PANIC DEVICE202A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 4.0 INTERIOR SWING DOOR W/PANIC DEVICE203A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 7.0 INTERIOR SWING DOOR204A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 7.0 INTERIOR SWING DOOR206A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR208A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 11.0 INTERIOR SWING DOOR211A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 11.0 INTERIOR SWING DOOR214A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 11.0 INTERIOR SWING DOOR218A E 3' - 0" 7' - 0" 1 60 ELEVATOR DOOR OPENING219A A 3' - 0" 7' - 0" 1 60 17/A603 17/A603 21/A603 WOOD PAINTED 4.0 INTERIOR SWING DOOR W/PANIC DEVICE220A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 11.0 INTERIOR SWING DOOR221A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR222A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 5.0 INTERIOR SWING DOOR223A A 3' - 0" 7' - 0" 1 17/A603 17/A603 WOOD PAINTED 9.0 INTERIOR SWING DOOR

67

ALL DOORS NOT LABELED WITH A PANIC DEVICETO HAVE LEVER HANDLES.



A A

A A

A A

A A

A A

A A

A A

A

A

A A

A A

A A

A A

A A

A A

A A

A A

A

A

A A


A

1' - 8

"4"

EQ EQ

EQEQ

4' - 0

"2'

- 0"

4 1/2" x 4 1/2" FRAME,TYP.

2' - 8"

1' - 8

"4"

4' - 0

"2'

- 0"

2' - 8" 8" 2' - 8"

1' - 4" 1' - 4" 1' - 4" 1' - 4"

6' - 0"

EQEQ


B

1' - 8

"4"

4' - 0

"2'

- 0"

2' - 8" 8" 2' - 8" 8" 2' - 8"

1' - 4" 1' - 4" 1' - 4" 1' - 4"

9' - 4"

EQEQ

1' - 4" 1' - 4"

FINISH FLOOR LINE


C

4 1/2" x 4 1/2" FRAME,TYP.

6' - 0

"

6' - 0

"

6' - 0

"

A6031

A6035

A6031

A6035

A6031

A6035

A6032

A6037

A6033

A6036

A6032

A6037

A6033

A6032

A6037

A6033

A6034

A6034

9' - 0

"

AA

B B

A A

A A

B B

A

A

A A

A A

B B

A A

A A

A A

C C

C C

C C

C C

C

C

C C


D


E

FINISH FLOOR LINE


F

EQ EQ 4 1/2" x 4 1/2" FRAME,TYP.

2' - 8" 2' - 8" 8" 2' - 8"

1' - 4" 1' - 4" 1' - 4" 1' - 4"

6' - 0"

2' - 8" 8" 2' - 8" 8" 2' - 8"

1' - 4" 1' - 4" 1' - 4" 1' - 4"

9' - 4"

1' - 4" 1' - 4"4 1/2" x 4 1/2" FRAME,TYP.

1' - 8

"4"

4' - 4

"2'

- 0"

1' - 8

"4"

4' - 4

"2'

- 0"

1' - 8

"4"

4' - 4

"2'

- 0"

EQEQ

6' - 4

"

6' - 4

"

6' - 4

"

EQEQ

EQEQ

A6031

A6033

A6032

A6031

A6033

A6032

A6031

A6033

A6032

A6034

A6034

9' - 0

"

7' - 4

"

AA

A A

B

B

B B

B B

B B

B B

A A

A A

A A

NOTE: VERIFY SPANDREL GLASS LOCATION W/ STAIR ASSEMBLY.

A A

A A

A

A

C C

C C

C C

C C

A A

A A

A A


G


H

FINISH FLOOR LINE

3' - 8" 8" 3' - 8"

8' - 0"

3' - 4" 8" 3' - 4"

7' - 4"

1' - 1

1"1'

- 11"

1' - 1

1"2'

- 0"

1' - 1

1"1'

- 9"

1' - 1

1"1'

- 11"

2' - 0

"2'

- 1"

9' - 8

"8"

9' - 8

"

20' -

0"

1' - 1

1"1'

- 11"

1' - 1

1"2'

- 0"

1' - 1

1"1'

- 9"

1' - 1

1"1'

- 11"

2' - 0

"2'

- 1"

9' - 8

"8"

9' - 8

"

20' -

0"

A6035

A6032

A6037

A6033

A6036

A6034

A6034

A6037

A6035

A6034

A6034

A6037

A6032

STAIR BEYOND

5' - 1

0"

HOLLOW METAL,PAINTED

J

HOLLOW METAL,PAINTED

K

FINISH FLOOR LINE

D E

4' - 0

"

6' - 0"

7' - 0

"

4' - 8

"

5' - 0"

7' - 0

"


L

B B

B B

B B

EQ EQ 4 1/2" x 4 1/2" FRAME,TYP.

2' - 8"

1' - 8

"4"

4' - 4

"2'

- 0"

EQEQ

6' - 4

"

A6031

A6033

A6032

7' - 4

"

WINDOW GLAZING TYPES

A

B 1" CLEAR INSULATED TEMPERED GLASS

C

1" CLEAR INSULATED GLASS

D

E

SPANDREL PANEL

1/4" ONE-WAY MIRROR

NOTE: ALL SILL ELEVATIONS ARE REFERENCED TO FIN. FLOOR ELEVATION.

BULLET-PROOF LAMINATED GLASS

F EXISTING GLAZING

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

46:4

5 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

2400

SOUT

H), D

RAPE

R, UT

8402

0

30 APR 201413088

WINDOW SCHEDULE &ELEVATIONS

A602

BID

SET

WINDOW SCHEDULE

MARKUNIT SIZE

OPERATION MATERIAL FINISHDETAIL GLAZING HEAD

HEIGHT COMMENTSWIDTH HEIGHT HEAD JAMB SILL THICKNESS TYPEA 2' - 8" 6' - 0" FIXED ALUMINUM PAINTED 1" INSULATED 9' - 0"B 2' - 8" 6' - 0" FIXED ALUMINUM PAINTED 1" INSULATED 9' - 0"C 2' - 8" 6' - 0" FIXED ALUMINUM PAINTED 1" INSULATED 9' - 0"D 2' - 8" 6' - 4" FIXED ALUMINUM PAINTED 1" INSULATED 7' - 4"E 2' - 8" 6' - 4" FIXED ALUMINUM PAINTED 1" INSULATED 7' - 4"F 2' - 8" 6' - 0" FIXED ALUMINUM PAINTED 1" INSULATED 9' - 0"G 3' - 4" 20' - 0" FIXED ALUMINUM PAINTED 1" INSULATED 23' - 0"H 3' - 8" 20' - 0" FIXED ALUMINUM PAINTED 1" INSULATED 23' - 0"J 6' - 0" 4' - 0" FIXED ALUMINUM PAINTED 7' - 0"K 5' - 0" 4' - 8" FIXED ALUMINUM PAINTED 7' - 0"L 2' - 8" 6' - 4" FIXED ALUMINUM PAINTED 1" INSULATED 7' - 4"

Grand total: 52

1/2" = 1'-0" A602WINDOW TYPES A, B AND C - ELEVATION 2

1/2" = 1'-0" A602WINDOW TYPES D, E, AND F - ELEVATION 3

1/2" = 1'-0" A602WINDOW TYPES G AND H - ELEVATION 4

1/2" = 1'-0" A602WINDOW TYPES J, K AND L - ELEVATION 5



SCHEDULED DOOR

HOLLOW METAL FRAME,PAINTED, SEE SPECS

FRAME ANCHORS

5/8" TYPE 'X' GYP. BD. BOTH SIDES,PAINTED

SEALANT, CONT. BOTH SIDES

(2) 4" METAL STUDS AT HEAD ANDEACH JAMB

GASKET, BOTH SIDESOF GLASS, BLACK

SCHEDULED GLASS

STOP

SEALANT, CONT.BOTH SIDES

SCHEDULED FRAME,PAINTED

5/8" GYPSUM SHEATHINGW/ SCHEDULED FINISH

(2)-3 5/8" METAL FRAMINGMEMBERS AT HEAD AND JAMB

CARPET FINISH, REFER TOMANUF. FOR INSTALLATION

CARPET FINISH, REFER TOMANUF. FOR INSTALLATION

SCHEDULED DOOR

1/2"

MAX

.

CARPET FINISH

SCHEDULED TILE

SCHEDULED DOOR

PROVIDE BEVELED EDGE WITH A SLOPE NOTTO EXCEED 50 PERCENT WHERE FLOORLEVEL CHANGE IS GREATER THAN 1/4"

1/2"

MAX

.

EXTERIOR CONCRETE SLAB

ALUMINUM THRESHOLD SET INMASTIC SLOPE NOT GREATERTHAN 50 PERCENT

EXPANSION JOINT

SCHEDULED FLOORING

SCHEDULED DOOR

1/2"

MAX

.

EXTERIOR DOOR

SCHEDULED REDUCERWHERE APPLICABLE

SCHEDULEDFLOOR FINISH

SCHEDULEDCONCRETE

SCHEDULED FLOORFINISH

SCHEDULED DOOR

INTERIOR DOOR

BRICK VENEER

1/2" AIR SPACE

30 LB. FELT

5/8" EXTERIOR GRADEFIRE TREATED PLYWD.SHEATHING.

STEEL LINTEL ANGLE,PAINT EXPOSED.

FLASHING CONT.

SCHEDULED WALLTYPE

BATT INSULATION

(2)-METALFRAMINGMEMBERS

CORNER TRIM

5/8" GYP. BD.

SEALANT, CONT.

SCHED. WINDOW

SEALANT W/. BACKERROD, CONT. SHIM

FACE OF BRICK VENEER,BEYOND

PRECAST CONC.

DRIP EDGE

FACE OF WINDOW SILL,BELOW

SHIM

SEALANT W/. BACKERROD, CONT.

BRICK VENEER

1 1/2" AIR SPACE

30 LB. FELT

5/8" EXTERIOR GRADEFIRE TREATED PLYWD.SHEATHING

SCHEDULEDWINDOW

SEALANT, CONT.

CORNER TRIM

5/8" GYP. BD.

SCHEDULED WALLTYPE

BATT INSULATION

NOTE: REFER TO WALL TYPESFOR INTERIOR WALL FINISH

1"

FACE OF BRICKVENEER, BEYOND

SHIM


BRICK VENEER

AIR SPACE

30 LB. FELT


SCHEDULEDWINDOW

SEALANT, CONT.

CORNER TRIM

5/8" GYP. BD.

SCHEDULED WALLTYPE

BATT INSULATION

NOTE: REFER TO WALL TYPES FOR INTERIOR WALL FINISH

PRECAST CONC.



WINDOW SILLBEYOND

6" METAL FRAMING

BATT INSULATION

ALUMINUM WRAP, MATCHWINDOW FRAME COLOR,CONCEAL FASTENERBEHIND WINDOW FRAME.

SEALANT W/. BACKER ROD,CONT.

SHIMSCHEDULED WINDOW

30 LB. FELT

WINDOW SILLBEYOND

8"

5/8"

2" E.I.F.S.

5/8" EXTERIOR GR.GYP. SHEATHING

3" E.I.F.S. ACCENT

SEALANT, CONT.

METAL FLASHING W/. DRIP,MATCH WDW. FRAMINGCOLOR

SCHEDULED WALL TYPE

BATT INSULATION

(2)-METAL FRAMINGMEMBERS

CORNER TRIM

5/8" GYP. BD.

SEALANT CONT.

SCHEDULED WINDOW

11 2

43/2

56"

1"

SHIM


3" E.I.F.S. ACCENT

5/8" EXT. GRADEGYPSUM SHEATHING

2" E.I.F.S.

SCHEDULED WINDOW

SEALANT, CONT.

CORNER TRIM

5/8" GYP. BD.

SCHEDULED WALL TYPE

BATT INSULATION

12" @

WIN

DOW

S IN

STAI

R # 1

& 2 A

NDRO

OMS X

XX, X

XX

8"

1 13

/256

"

INSTANCES?

SHIM


3" E.I.F.S. ACCENT


2" E.I.F.S.

SCHEDULED WINDOW

SEALANT, CONT.

CORNER TRIM

5/8" GYP. BD.

SCHEDULED WALL TYPE

BATT INSULATION

SHIM


BRICK VENEER

1 1/2" AIR SPACE

30 LB. FELT


SCHEDULEDDOOR & FRAME

SEALANT, CONT.

CORNER TRIM

5/8" GYP. BD.

SCHEDULED WALLTYPE

BATT INSULATION

30 LB. FELT

AIR SPACE

BRICK VENEER

FLASHING, CONT.

DRIP EDGE

STEEL LINTEL ANGLE,PAINT EXPOSEDSEALANT W/. BACKERROD, CONT.

FACE OF BRICKVENEER BEYOND

SCHEDULED WALLTYPE

BATT INSULATION

(2)-METAL FRAMINGMEMBERS AT HEADAND JAMB

SEALANT, CONT.

SCHEDULED DOOR


FACE OF BRICK VENEER

SHIM

SEALANT W/ BACKERROD, CONT.

SLOPE TOP OF FND.AWAY FROM WINDOW

FINISH GRADE

SEALANT, CONT.

SCHEDULED FLR. FIN.

SCHEDULED DOOR& FRAME

1/2"

SCHEDULED WALLTYPE

BATT INSULATION

STRUCTURAL MEMBER

CORNER TRIM

5/8" GYP. BD.

SEALANT, CONT.

SCHEDULED WINDOW


2" E.I.F.S.

SEALANT, CONT.

METAL FLASHING W/DRIP, MATCH WDW.FRAMING COLOR

SEALANT, CONT.

SHIM

SCHEDULED WALLTYPE

BATT INSULATION

STRUCTURAL MEMBER,WHERE OCCURS.

CORNER TRIM

5/8" GYP. BD.

SEALANT, CONT.SCHEDULED WINDOW


2" E.I.F.S.

SEALANT, CONT.

SHIM

METAL FRAMING

1' - 0

"

10"

BATT INSULATION

BATT INSULATION

CORNER TRIM

ALUMINUM WITHTRIM-OUT ABOVE

STRUCTURAL MEMBER,WHERE OCCURS.

SEALANT, CONT.SCHEDULED WINDOW

5/8" EXT. GRADEFIRE TREATEDPLYWD. SHEATHING

SEALANT, CONT.

METAL FRAMING

BATT INSULATION

1' - 0

"

SHIM

SCHEDULED WINDOW

FIRE TREATEDWOOD NAILER

ALUMINUM WRAP,ALL SIDES, MATCHWDW, FRAME COLOR

FASTENER, LOCATEBEHIND FRAME

SEALANT, CONT.

FRAMING MEMBER

BATTINSULATION

1' - 0"

SCHEDULED WINDOW

5/8" EXT. GRADEFIRE TREATEDPLYWD. SHEATHING

SEALANT, CONT.

SHIM

FIRE TREATEDWOOD NAILER

ALUMINUM WRAP,ALL SIDES, MATCHWDW, FRAME COLOR

FASTENER, LOCATEBEHIND FRAME

1' - 0

"

ALUMINUM WRAP, MATCHWDW, FRAME COLOR

STRUCTURAL MEMBER

5/8" EXT. GRADEGYP. SHEATHING

FIRE TREATED WOOD FILLER,ATTACH W/. COUNTER SUNKFASTENERS.

SEALANT, CONT.

SHIM

SEALANT, CONT.

SCHEDULED WINDOW

WALL LINE, BEYOND

ALIGN WITH WALL BEYOND

1' - 0

"

ALUMINUM WRAP,MATCH WDW,FRAME COLOR

SLOPE TOP

5/8" EXT. GRADEGYP. SHEATHING

2x WOOD FILLER,FIRE TREATED

SEALANT, CONT.

SHIM

2" E.I.F.S.

COUNTER SUNKSCREW

FASTENER

SEALANT, CONT.

FRAMING MEMBERS

SCHEDULED WALL TYPE

BATT INSULATION

(2)-FRAMING MEMBERS

CORNER TRIM

SCHEDULED WINDOW

4"

1/16

"

2'-0

"

4"

BRICK VENEER WALL SYSTEM - SEE ELEV.

BRICK VENEER JAMB BEYOND

GARAGE DOOR AS PER PLANS

CAULK JOINT

1X4 ON 1X HEAD & JAMB TRIM

GYPSUM BOARD FINISH

1/2" AIR SPACE

30 LB. FELT

STEEL LINTEL ANGLE,PAINT EXPOSED.

FLASHING CONT.

PRECAST CONC.

DRIP EDGE


1X4 ON 1X HEAD & JAMB TRIM

GARAGE DOOR AS PER PLANS

CAULK JOINT

GARAGE DOORHARDWARE AS PER MFG.

2X6 TRACK BEARING PLATE AS REQ'D.

BRICK VENEER

1 1/2" AIR SPACE

30 LB. FELT

5/8" EXTERIOR GRADE FIRETREATED PLYWD. SHEATHING

5/8" GYP. BD.

SCHEDULED WALL TYPE

BATT INSULATION

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

46:4

9 PM

DRA

PER

POLI

CE

AD

DITI

ON

1020

E. PI

ONEE

R ROA

D (1

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DOOR & WINDOWDETAILS

A603

BID

SET

3" = 1'-0" A603DOOR HEAD/JAMB DETAIL 17

3" = 1'-0" A603WINDOW HEAD/JAMB DETAIL 18

3" = 1'-0" A603THRESHOLD DETAIL 21


3" = 1'-0" A603ENTRY THRESHOLD DETAIL 19


3" = 1'-0" A603WINDOW HEAD DETAIL 1


3" = 1'-0" A603WINDOW SILL DETAIL 3

3" = 1'-0" A603WINDOW JAMB DETAIL 4




3" = 1'-0" A603DOOR JAMB DETAIL 8

3" = 1'-0" A603DOOR HEAD/JAMB DETAIL 9








1 1/2" = 1'-0" A603DOOR - GARAGE HEAD AT STONE 23

3" = 1'-0" A603DOOR - GARAGE JAMB AT STONE 24

IN ALL APPLICATIONS WHERE THE WORDS "FIRETREATED" ARE USED WITH REFERENCE TO DIFFERENTKINDS OF WOOD, IT SHALL BE DEEMED TO MEAN "FIRERETARDANT TREATED WOOD".



PROJECT NO.

SHEET TITLE:

Plot

Dat

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ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

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FINISH SCHEDULE

A604

BID

SET

FINISH LEGEND - ROOM - LEVEL 0

ROOMNUMBER ROOM NAME

FINISHCOMMENTSFLOOR BASE WALL CEILING

001 STAIR RUBBER TREAD & RISER RUBBER GYP. BOARD PAINTED N/A002 SALLY PORT CONCRETE RUBBER GYP. BOARD PAINTED EXPOSED STRUCTURE002A BICYCLE CONCRETE RUBBER GYP. BOARD PAINTED EXPOSED STRUCTURE003 STORAGE CONCRETE RUBBER CMU PAINTED EXPOSED STRUCTURE004 HOLDING CONCRETE NONE CMU PAINTED GYP. BOARD PAINTED005 HOLDING CONCRETE NONE CMU PAINTED GYP. BOARD PAINTED006 RESTROOM TILE TILE TILE GYP. BOARD PAINTED007 INTAKE CONCRETE RUBBER GYP. BOARD PAINTED GYP. BOARD PAINTED008 INTERVIEW CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL009 CORRIDOR CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL010 PATROL SERGEANT CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL011 PATROL SERGEANT CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL012 EVIDENCE CONCRETE RUBBER GYP. BOARD PAINTED EXPOSED STRUCTURE013 BRIEFING CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL014 DRYING CONCRETE RUBBER GYP. BOARD PAINTED GYP. BOARD PAINTED015 DRUGS CONCRETE RUBBER GYP. BOARD PAINTED GYP. BOARD PAINTED016 GUNS CONCRETE RUBBER GYP. BOARD PAINTED GYP. BOARD PAINTED017 ELEVATOR CARPET TILE N/A N/A N/A018 PATROL SERGEANT CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL019 PATROL SERGEANT CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL020 TRAFFIC CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL021 STAIR RUBBER TREAD & RISER RUBBER GYP. BOARD PAINTED N/A022 ARMORY CONCRETE RUBBER GYP. BOARD PAINTED GYP. BOARD PAINTED023 WORK ROOM CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL024 PATROL STOR. CONCRETE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL




101 STAIR RUBBER TREAD & RISER RUBBER GYP. BOARD PAINTED N/A103 BREAK ROOM CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL104 UNFINISHED CONCRETE NONE NONE EXPOSED STRUCTURE105 SERVER ROOM CONCRETE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL106 ASSISTANT CAPTAIN CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL107 CONFERENCE ROOM CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL108 WOMEN'S RESTROOM TILE TILE TILE GYP. BOARD PAINTED109 MEN'S RESTROOM TILE TILE TILE GYP. BOARD PAINTED110 ASSISTANT CAPTAIN CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL111 ADMIN. SERGEANT CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL112 SUPPORT SUPERVISOR CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL113 RECORDS STOR. CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL113B FILE STORAGE CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL113C FILE ROOM CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL114 CHIEF CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL114A CLO. CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL119 SUPPLY/COPY CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL122 MAIL CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL123 ELEVATOR CARPET TILE N/A N/A N/A124 STAIR RUBBER TREAD & RISER RUBBER GYP. BOARD PAINTED N/A125 RECEPTION CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL126 INT. ROOM CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL127 WAITING CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL128 RESTROOM TILE TILE TILE GYP. BOARD PAINTED129 OPEN OFFICE CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL




201 STAIR RUBBER TREAD & RISER RUBBER GYP. BOARD PAINTED GYP. BOARD PAINTED202 UNFINISHED CONCRETE NONE NONE EXPOSED STRUCTURE203 WOMENS RESTROOM TILE TILE TILE GYP. BOARD PAINTED204 MENS RESTROOM TILE TILE TILE GYP. BOARD PAINTED206 DETECTIVE SERGEANT CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL208 INTERVIEW CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL211 MONITOR CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL213 COPY AREA CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL214 INTERVIEW CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL218 ELEVATOR CARPET TILE N/A N/A N/A219 STAIR RUBBER TREAD & RISER RUBBER PAINTED GYP. BOARD PAINTED220 CONFERENCE ROOM CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL221 VICTIM ADVOCATE CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL222 VICTIM ADVOCATE CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL223 STORAGE CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL224 OPEN OFFICE CARPET TILE RUBBER GYP. BOARD PAINTED ACOUSTICAL PANEL



MAIL SLOT TO LOCKABLE DRAWER -SLOT TO BE 1/2" WIDE x 10" LONG

1' - 1

0"

1' - 4"

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

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3 PM

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MILLWORK DETAILS

A605

BID

SET

1 1/2" = 1'-0" A605CABINET DETAIL 11




Key Note Number




SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 9'

- 4"

A5021909-21

OPEN TO BEYOND - SEE PLANS

2' - 4

"2'

- 6"

1' - 8

"2'

- 10"

89

87

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 9'

- 4"

A50219

36" "HANDCUFF" GRAB BAR

09-21

2' - 4

"2'

- 2"

2' - 6

"2'

- 4"

87

89

2' - 0" 3' - 0" 2' - 0"

89

09-21

7' - 0

"

A50125

2' - 4

"

89125A

08-20

7' - 0

"2'

- 4"

25

A501

26

A50125

A501

26

A501125A

08-20

87

87

89

3' - 0" 2' - 6" 2' - 6"

1' - 9" 1' - 3" 2' - 6" 2' - 6"

2' - 1

0"1'

- 8"

2' - 6

" F B08-138

08-138

2' - 1

0"1'

- 8"

2' - 6

"2'

- 4"

1' - 9" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

8987

11

A605

LOCKABLE DRAWER

MAIL SORTER -ANCHOR TO WALLAND BASE CABINET

1' - 6" 3' - 0" 3' - 0" 1' - 6"

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 9'

- 4"

2' - 4

"2'

- 6"

1' - 8

"2'

- 10"

09-21

8787

89 87

1' - 6" 3' - 0" 1' - 6" 3' - 0" 2' - 6"

1' - 6" 3' - 0" 1' - 6" 3' - 0" 2' - 6"

REMOVE EXISTING MULLIONS

NEW ALUMINUM FRAMING

C C C C

C C C C

C C C C

C C C C

C C C CC C

F F A AF F

F B B BF B

F BF B

WINDOW GLAZING TYPES

A

B 1" CLEAR INSULATED TEMPERED GLASS

C

1" CLEAR INSULATED GLASS

D

E

SPANDREL PANEL

1/4" ONE-WAY MIRROR

NOTE: ALL SILL ELEVATIONS ARE REFERENCED TO FIN. FLOOR ELEVATION.

BULLET-PROOF LAMINATED GLASS

F EXISTING GLAZING

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

9/9/

2014

9:5

9:54

AM

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INTERIOR ELEVATIONS

A701

BID

SET


KEY DESCRIPTION08-20 FLUSH WOOD DOOR – SEE SCHEDULE, DETAILS AND

SPECIFICATIONS08-138 VINYL-FRAMED WINDOWS – SEE SCHEDULE, DETAILS AND

SPECIFICATIONS09-21 GYPSUM BOARD – SEE WALL TYPE, DETAILS AND

SPECIFICATIONS

1/2" = 1'-0" A701INTAKE ELEVATION - A 1

1/2" = 1'-0" A701INTAKE ELEVATION - B 2

1/2" = 1'-0" A701RECEPTION ELEVATION - A 3

1/2" = 1'-0" A701RECEPTION ELEVATION - B 4

1/2" = 1'-0" A701RECEPTION ELEVATION - C 5

1/2" = 1'-0" A701RECEPTION ELEVATION - D 6

1/2" = 1'-0" A701SUPPLY/COPY ELEVATION - A 7

1/2" = 1'-0" A701SUPPLY/COPY ELEVATION - B 8

1/2" = 1'-0" A701MAIL ELEVATION 9

1/2" = 1'-0" A701WORK ROOM ELEVATION 10


KEY DESCRIPTION87 ADJUSTABLE SHELF89 SOLID SURFACE COUNTER TOP

1/2" = 1'-0" A701LEVEL 1 - EXISTING STOREFRONT@ EXISTING SIDE 11




Key Note Number




2' - 1

0"1'

- 8"

2' - 6

"

2' - 3" 2' - 3"

1' - 6" 2' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 10 1/2" 2' - 6" 2' - 0"

87

8789

87

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 9'

- 4"

2' - 4

"2'

- 6"

1' - 8

"2'

- 10"

012A

08-20

2' - 6

"2'

- 2"

2' - 4

"

2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0"

8989

8787

24

A502

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 9'

- 4"

EVIDENCE LOCKERS- BY OWNER

09-21


1' - 0

"

2' - 6

"1'

- 8"

2' - 1

0"

3' - 4" 2' - 9" 2' - 9" 3' - 3" 2' - 9" 2' - 9"

2' - 9" 2' - 9" 3' - 3" 2' - 9" 2' - 9"

8987

87

4

EVIDENCE LOCKERS

A50224


9' - 4

"

012A

08-20

09-21 2' - 6

"1'

- 8"

2' - 1

0"

28887

87

2' - 6" 2' - 6" 2' - 6"

2' - 6" 2' - 6" 2' - 6" 2' - 6" 3' - 0" 2' - 6" 1' - 3"

4

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0" 09-27

4' - 0

" 73 20

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

09-21

09-27

4' - 0

"

BH-7

20

38

73SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0" 09-27

09-21

SEE

SHEE

T G01

0

3' - 0

"

CLEAR

5' - 0" - TYP.SEE ADA DETAILS

16"-18" TYP.

006A 38

08-20

09-21

09-27

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

2' - 1

0"

PROJECT NO.

SHEET TITLE:

Plot

Dat

e:



ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

47:0

6 PM

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INTERIOR ELEVATIONS

A702

BID

SET




SPECIFICATIONS09-27 CERAMIC MOSAIC TILE – SEE FINISH SCHEDULE, DETAILS AND

SPECIFICATIONS

1/2" = 1'-0" A702CONFERENCE ROOM ELEVATION 7

1/2" = 1'-0" A702REPORTS ELEVATION 9 1/2" = 1'-0" A702

EVIDENCE LOCKERS ELEVATION 8

1/2" = 1'-0" A702BREAK ROOM ELEVATION 6


KEY DESCRIPTION2 8" DEEP, SINGLE SINK.4 REFRIGERATOR SPACE: PROVIDE ELEC. OUTLET @ 42" O.C. AND

WATER HOOKUP.20 TOILET PAPER HOLDER38 LAVATORY SINK. INSTALL ACCORDING TO MANUFACTURER'S

INSTRUCTIONS73 WATER CLOSET87 ADJUSTABLE SHELF88 STAINLESS STEEL COUNTER TOP89 SOLID SURFACE COUNTER TOP

1/2" = 1'-0" A702EVIDENCE ELEVATION - A 1

1/2" = 1'-0" A702LEVEL 0 - RESTROOM ELEVATION - A 2

1/2" = 1'-0" A702LEVEL 0 - RESTROOM ELEVATION - B 3

1/2" = 1'-0" A702LEVEL 0 - RESTROOM ELEVATION - C 4

1/2" = 1'-0" A702LEVEL 0 - RESTROOM ELEVATION - D 5



09-21

09-27SE

E RE

FLEC

TED

CEIL

ING

PLA

N

CEIL

ING

- 8'

- 0"

4' - 0

"

108A

08-20

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

2' - 1

0"

09-27

09-21BH-2

4' - 0

"

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0" 09-27

09-21

SEE

SHEE

T G01

0

3' - 0

"

SEE ADA DETAILS16"-18" TYP.

CLEAR

5' - 0"

20

73

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0" 09-27

09-21

4' - 0

"

BH-7

48" M

AX O

PENI

NG H

EIGHT


Key Note Number




SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0" 09-27

09-21

4' - 0

"

20 73

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0" 09-27

09-21

SEE

SHEE

T G01

0

3' - 0

"

BH-7

48" M

AX O

PENI

NG H

EIGHT

38

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

2' - 1

0"7"

3' - 0

"1'

- 7"

09-27

09-21

BH-6

BH-4

BH-2

SEE ADA DETAILS16"-18" TYP.

CLEAR

5' - 0 3/8" - TYP.

109A

08-20

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

8' - 0

"

09-21 09-27

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

4' - 0

"

09-27

09-21

20 73SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

SEE

SHEE

T G01

0

3' - 0

"

09-27

48" M

AX O

PENI

NG H

EIGHT

BH-7

73

BH-14

20

38

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

2' - 1

0"7"

3' - 0

"1'

- 7"

09-27

128A38

08-20

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

4' - 0

"4'

- 0"

09-27

09-21

204A

08-20

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

4' - 0

"4'

- 0"

38

09-27

09-21

203A

08-20

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

4' - 0

"

09-21

09-27

38

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

1' - 7

"3'

- 0"

7"2'

- 10"

09-27

09-21

73

38

20

2' - 1

0"7"

3' - 0

"1'

- 7"

09-27

09-21

7320

38

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

SEE

SHEE

T G01

0

3' - 0

"

09-21

09-27

2073

48" M

AX O

PENI

NG H

EIGHT

BH-7

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0" 09-27

09-21

7320

BH-7

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

4' - 0

"

09-21

09-27

SEE

REFL

ECTE

D C

EILIN

G P

LAN

CEIL

ING

- 8'

- 0"

4' - 0

"

09-27

09-21

PROJECT NO.

SHEET TITLE:

Plot

Dat

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ph. 801.269.0055fax 801.269.1425

www.thinkaec.com



SHEET NUMBER:

REVISIONS:

DATE:

8/13

/201

4 2:

47:1

5 PM

DRA

PER

POLI

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DITI

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1020

E. PI

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R ROA

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2400

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R, UT

8402

0

30 APR 201413088

INTERIOR ELEVATIONS

A703

BID

SET

1/2" = 1'-0" A703LEVEL 1 - WOMEN'S RESTROOM ELEVATION - A 5

1/2" = 1'-0" A703LEVEL 1 - WOMEN'S RESTROOM ELEVATION - D 8

1/2" = 1'-0" A703LEVEL 1 - WOMEN'S RESTROOM ELEVATION - C 7

1/2" = 1'-0" A703LEVEL 1 - WOMEN'S RESTROOM ELEVATION - B 6

1/2" = 1'-0" A703LEVEL 1 - MEN'S RESTROOM ELEVATION - A 9

1/2" = 1'-0" A703LEVEL 1 - MEN'S RESTROOM ELEVATION - B 10

1/2" = 1'-0" A703LEVEL 1 - MEN'S RESTROOM ELEVATION - C 11

1/2" = 1'-0" A703LEVEL 1 - MEN'S RESTROOM ELEVATION - D 12




SPECIFICATIONS09-27 CERAMIC MOSAIC TILE – SEE FINISH SCHEDULE, DETAILS AND

SPECIFICATIONSBH-14

1/2" = 1'-0" A703LEVEL 1 - RESTROOM ELEVATION - A 13

1/2" = 1'-0" A703LEVEL 1 - RESTROOM ELEVATION - B 14

1/2" = 1'-0" A703LEVEL 1 - RESTROOM ELEVATION - C 15

1/2" = 1'-0" A703LEVEL 1 - RESTROOM ELEVATION - D 16


KEY DESCRIPTION20 TOILET PAPER HOLDER38 LAVATORY SINK. INSTALL ACCORDING TO MANUFACTURER'S

INSTRUCTIONS73 WATER CLOSET

1/2" = 1'-0" A703LEVEL 2 - MEN'S RESTROOM ELEVATION - D 1

1/2" = 1'-0" A703LEVEL 2 - WOMEN'S RESTROOM ELEVATION - D 2

1/2" = 1'-0" A703LEVEL 2 - MEN'S RESTROOM ELEVATION - C 3

1/2" = 1'-0" A703LEVEL 2 - WOMEN'S RESTROOM ELEVATION - C 4

1/2" = 1'-0" A703LEVEL 2 - MEN'S RESTROOM ELEVATION - B 17

1/2" = 1'-0" A703LEVEL 2 - WOMEN'S RESTROOM ELEVATION - B 18

1/2" = 1'-0" A703LEVEL 2 - MEN'S RESTROOM ELEVATION - A 19

1/2" = 1'-0" A703LEVEL 2 - WOMEN'S RESTROOM ELEVATION - A 20



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DRAPER POLICE ADDITION - thinkaec.com MATERIALS D.B.A. DEFORMED BAR ANCHOR A.S.T.M. M.C.J. FDTN. FOUNDATION F.E. FIRE EXTINGUISHER MECH. FDN. FOUNDATION MAT. STD. STANDARD STIFF. STIFFENER