DRAPER POLICE ADDITION - thinkaec.com MATERIALS D.B.A. DEFORMED BAR ANCHOR A.S.T.M. M.C.J. FDTN....
Transcript of DRAPER POLICE ADDITION - thinkaec.com MATERIALS D.B.A. DEFORMED BAR ANCHOR A.S.T.M. M.C.J. FDTN....
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.
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
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
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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:
53:5
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
CODE ANALYSIS
G002
BID
SET
CONTINUED ON NEXT COLUMN CONTINUED ON NEXT COLUMN
Draper City Building DeptApproved
marvin.graham 09/12/2014
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
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.
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:
9/9/
2014
11:
44:0
5 A
M
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
SITE PLAN- CODEANALYSIS
G003
BID
SET
NEW CONSTRUCTION + EXISTING = ONE BUILDING
ACCESSIBLE PARKING SIGNSEE SHEET G008
ACCESSIBLE PARKING SIGNSEE SHEET G008
Draper City Building DeptApproved
marvin.graham 09/12/2014
WTR
WTR
10+50
10+50
WTR
WTR
10+50
10+50
UP
UP
HOSE BIBB
FD
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
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.
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
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.
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:
54:1
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
LOWER FLOOR PLAN-CODE ANALYSIS
G003A
BID
SET
1/8" = 1'-0" G003ALEVEL 0 - LOWER FLOOR PLAN - CODE ANALYSIS 1
Draper City Building DeptApproved
marvin.graham 09/12/2014
DN
UP
DN
UP
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
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.
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.
EXISTING CONSTRUCTION- 15,260 SF THIS STORYCONSTRUCTION TYPE- IIBFIRE SPRINKLER- NFPA 13OCCUPANT LOAD= 154
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.
1-HR INTERIOR EXIT STAIRWAY AS PER IBC 1022
1-HR FIRE BARRIER AS PER IBC 1022.2
1-HR INTERIOR EXIT STAIRWAY AS PER IBC 1022
1-HR FIRE BARRIER AS PER IBC 1022.2
1-HR ELEVATOR SHAFT AS PER IBC713.14 WITH ALL WALLS OF 1-HRFIRE BARRIERS AS PER IBC 713.4
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:
54:2
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 PLAN-CODE ANALYSIS
G003B
BID
SET
1/8" = 1'-0" G003BLEVEL 1 - MAIN FLOOR PLAN - CODE ANALYSIS 1
Draper City Building DeptApproved
marvin.graham 09/12/2014
DN
DN
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
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.
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.
EXISTING CONSTRUCTION- 15,260 SF THIS STORYCONSTRUCTION TYPE- IIBFIRE SPRINKLER- NFPA 13OCCUPANT LOAD= 153
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'
1-HR INTERIOR EXIT STAIRWAY AS PER IBC 1022
1-HR FIRE BARRIER AS PER IBC 1022.2
FE1
EATD
= 81
FT.
1-HR INTERIOR EXITSTAIRWAY AS PER IBC 1022
1-HR FIRE BARRIER AS PER IBC 1022.2
OPEN TO BELOWOPEN TOBELOW
OPEN TO BELOW
1-HR ELEVATOR SHAFT AS PER IBC713.14 WITH ALL WALLS OF 1-HRFIRE BARRIERS AS PER IBC 713.4
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:
54:2
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
UPPER FLOOR PLAN-CODE ANALYSIS
G003C
BID
SET
1/8" = 1'-0" G003CLEVEL 2 - UPPER FLOOR PLAN - CODE ANALYSIS 1
Draper City Building DeptApproved
marvin.graham 09/12/2014
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
CONCRETE STRUCTURAL WALL,1 1/2" MIN. COVERING OF REBAR
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
CONCRETE STRUCTURAL WALL,1 1/2" MIN. COVERING OF REBAR
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:
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:
54:2
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
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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
6" METAL STUDS @ 16" O.C.
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.
3 5/8" METAL STUDS @ 16" O.C.
5/8" 3 5/8" 5/8"
NOT RATED
5/8" TYPE 'X' GYPSUM WALL BOARD
BULLET-RESISTANT FIBERGLASSPANEL, SEE SPECIFICATION
3 5/8" METAL STUDS @ 16" O.C.
16"
SYSTEM DESCRIPTION:- INTERIOR 3 5/8" METAL STUD WALL (NON LOAD-BEARING), BULLET-RESISTANT.
WALL TYPE C8
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" 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
3 5/8" METAL STUDS @ 16" O.C.
5/8" GYPSUM WALL BOARD
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
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 (1 SIDE), TAPED, SANDED, AND FINISHED AS SELECTED.- SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS.
5/8" 3 5/8"
NOT RATED
6" METAL STUDS @ 16" O.C.
5/8" GYPSUM WALL BOARD
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
1 5/8" METAL STUDS @ 16" O.C.
5/8" GYPSUM WALL BOARD
16"
SYSTEM DESCRIPTION:- INTERIOR 1 5/8" METAL STUD WALL (NON LOAD-BEARING), FINISH (1) SIDE.
WALL TYPE C3
METAL STUDS:- 1 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 (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
5/8" TYPE 'X' GYPSUM WALL BOARD
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.
GYPSUM WALL BOARD:- 5/8" TYPE 'X' GYPSUM WALL BOARD, TAPED, SANDED, AND FINISHED AS SELECTED.- SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS.
3 5/8" METAL STUDS @ 16" O.C.
5/8" 3 5/8" 5/8"FIRE BARRIER - SEE DETAIL 29/G008 FOR
LABELING REQUIREMENTS
UL DESIGN #U4191 HOUR RATED ASSEMBLY
3 5/8" METAL STUDS @ 16" O.C.
5/8" TYPE 'X' GYPSUM WALL BOARD
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
LABELING REQUIREMENTS
UL DESIGN #U4191 HOUR RATED ASSEMBLY
6" METAL STUDS @ 16" O.C.
5/8" TYPE 'X' GYPSUM WALL BOARD
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.
GYPSUM WALL BOARD:- 5/8" TYPE 'X' GYPSUM WALL BOARD, TAPED, SANDED, AND FINISHED AS SELECTED.- SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS.
5/8" 6" 5/8"FIRE BARRIER - SEE DETAIL 29/G008 FOR
LABELING REQUIREMENTS
UL DESIGN #U4191 HOUR RATED ASSEMBLY
8" METAL STUDS @ 16" O.C.
5/8" TYPE 'X' GYPSUM WALL BOARD
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.
GYPSUM WALL BOARD:- 5/8" TYPE 'X' GYPSUM WALL BOARD, TAPED, SANDED, AND FINISHED AS SELECTED.- SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS.
5/8" 8" 5/8"FIRE BARRIER - SEE DETAIL 29/G008 FOR
LABELING REQUIREMENTS
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:
54:2
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
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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.
COMPOSITE SLAB,SEE STRUCT.
STRUCTURAL STEEL,SEE STRUCT.
CEILING, SEE PLANAND LEGEND
SEE C
LG. P
LAN
CEILING TYPE CT-3
6"SE
E STR
UCT.
COMPOSITE SLAB,SEE STRUCT.
STRUCTURAL STEEL(WHERE OCCURS),SEE STRUCT.
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:
54:3
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
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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.
NO TACTILE OR BRAILLE CHARACTERSREQUIRED.
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.
NO TACTILE OR BRAILLE CHARACTERSREQUIRED.
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:
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:
54:3
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
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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:
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:
54:3
8 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
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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:
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:
9/9/
2014
10:
13:4
0 A
M
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
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" G010ACCESSIBLE STALLS 15
1/2" = 1'-0" G010ACCESSIBLE STALLS 16
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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:
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:
44:2
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
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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
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:
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:
8/27
/201
4 2:
25:4
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
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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.
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:
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:
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
KEYNOTE LEGEND - INFORMATION
KEY DESCRIPTION2 8" DEEP, SINGLE SINK.5 BASE CABINETS, SEE INTERIOR ELEVATIONS6 UPPER CABINET, SEE INTERIOR ELEVATIONS92 FURNISHINGS BY OWNER
KEYNOTE LEGEND - SPECIFICATION
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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"
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:
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:
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
KEYNOTE LEGEND - INFORMATION
KEY DESCRIPTION86 36" GRAB BAR92 FURNISHINGS BY OWNER
KEYNOTE LEGEND - SPECIFICATION
KEY DESCRIPTION05-02 STEEL TUBE COLUMN – SEE STRUCTURAL DRAWINGS05-04 STEEL WIDE FLANGE COLUMN – SEE STRUCTURAL DRAWINGS23-01 MECHANICAL CHASE
Draper City Building DeptApproved
marvin.graham 09/12/2014
Division of Construction
Key Note Number
Informational KeynoteKey Note Aphabetic Prefix
Specification Keynote
? ?XX-XXX X-XXKey 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:
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:
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
KEYNOTE LEGEND - SPECIFICATION
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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.
2. CEILING HEIGHTS MEASURED FROM PLYWOOD OR CONCRETE - SEE SECTIONS
3. COORDINATE WITH ALL ENLARGED PLANS FOR ADDITIONAL INFORMATION AND DETAILS.
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
8. COORDINATE WITH ELECTRICAL DRAWINGS FOR ALL LIGHTING, POWER AND DATA REQUIREMENTS.
REFLECTED CEILING PLAN GENERAL NOTES
REFLECTED CEILING PLAN KEY NOTES
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:
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:
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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.
2. CEILING HEIGHTS MEASURED FROM PLYWOOD OR CONCRETE - SEE SECTIONS
3. COORDINATE WITH ALL ENLARGED PLANS FOR ADDITIONAL INFORMATION AND DETAILS.
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
8. COORDINATE WITH ELECTRICAL DRAWINGS FOR ALL LIGHTING, POWER AND DATA REQUIREMENTS.
REFLECTED CEILING PLAN GENERAL NOTES
REFLECTED CEILING PLAN KEY NOTES
Division of Construction
Key Note Number
Informational KeynoteKey Note Aphabetic Prefix
Specification Keynote
? ?XX-XXX X-XXKey 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
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:
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:
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
3/16" = 1'-0" A107LEVEL 1 - REFLECTED CEILING PLAN 1
Draper City Building DeptApproved
marvin.graham 09/12/2014
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.
2. CEILING HEIGHTS MEASURED FROM PLYWOOD OR CONCRETE - SEE SECTIONS
3. COORDINATE WITH ALL ENLARGED PLANS FOR ADDITIONAL INFORMATION AND DETAILS.
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
8. COORDINATE WITH ELECTRICAL DRAWINGS FOR ALL LIGHTING, POWER AND DATA REQUIREMENTS.
REFLECTED CEILING PLAN GENERAL NOTES
REFLECTED CEILING PLAN KEY NOTES
Division of Construction
Key Note Number
Informational KeynoteKey Note Aphabetic Prefix
Specification Keynote
? ?XX-XXX X-XXKey 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:
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:
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
3/16" = 1'-0" A108LEVEL 2 - REFLECTED CEILING PLAN 1
Draper City Building DeptApproved
marvin.graham 09/12/2014
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
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
LEVEL 2 - UPPER FIN. FLOOR114' - 0"
LEVEL 1 - MAIN FIN. FLOOR100' - 0"
B.O. LOWER ROOF CORNICE128' - 8"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. UPPER PARAPET132' - 0"T.O. LOWER PARAPET130' - 5"
B.O. UPPER ROOF CORNICE135' - 0"
UPPER ROOF BEARING140' - 0"
45678
3A301
127A
17
A501
25
A502
B.O. ROOF DECKING127' - 6"
07-59 07-59
07-59
07-164
04-11
03-44
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:
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:
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
KEYNOTE LEGEND - SPECIFICATION
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
LEVEL 2 - UPPER FIN. FLOOR114' - 0"
LEVEL 1 - MAIN FIN. FLOOR100' - 0"TOP OF FOUNDATION98' - 7 7/8"
LEVEL 0 - LOWER FIN. FLOOR86' - 0"
L2 DOUBLE TOP PLATE110' - 11 3/8"
B.O. LOWER ROOF CORNICE128' - 8"
L0 WINDOW HEAD HEIGHT93' - 4"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. UPPER PARAPET132' - 0"T.O. LOWER PARAPET130' - 5"
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.O. ROOF DECKING127' - 6"
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
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. UPPER PARAPET132' - 0"T.O. LOWER PARAPET130' - 5"
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.O. ROOF DECKING127' - 6"
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
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:
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:
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
KEYNOTE LEGEND - SPECIFICATION
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
Division of Construction
Key Note Number
Informational KeynoteKey Note Aphabetic Prefix
Specification Keynote
? ?XX-XXX X-XXKey Note Number
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. UPPER PARAPET132' - 0"T.O. LOWER PARAPET130' - 5"
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
B.O. ROOF DECKING127' - 6"
05-01
05-01
INTERVIEW208
SUPPORTSUPERVISOR
112
C4C4
05-14
1/4" / 12"07-54
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. UPPER PARAPET132' - 0"T.O. LOWER PARAPET130' - 5"
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.O. ROOF DECKING127' - 6"
B.2
05-01
05-01
WOMENSRESTROOM
203
CONFERENCEROOM
220INTERVIEW
214MONITOR
211INTERVIEW
208
05-53
07-54
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. UPPER PARAPET132' - 0"T.O. LOWER PARAPET130' - 5"
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
B.O. ROOF DECKING127' - 6"
05-0105-01 05-14
07-54
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:
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
KEYNOTE LEGEND - SPECIFICATION
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
Division of Construction
Key Note Number
Informational KeynoteKey Note Aphabetic Prefix
Specification Keynote
? ?XX-XXX X-XXKey Note Number
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
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
B.O. ROOF DECKING127' - 6"
05-01
05-02
07-11
6A302
12' -
8"8"
3' - 0
"8"
8"
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. UPPER PARAPET132' - 0"
T.O. LOWER PARAPET130' - 5"
2
C2
C1
C1
A50225
A50117
A5011
A50115
A50115
03-44
03-44
03-44
A50114
05-01
05-01
B.O. ROOF DECKING127' - 6"
07-11
A50118
03-44
9' - 0
"8"
3' - 0
"8"
13' -
4"8"
3' - 0
"8"
8"8"
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. UPPER PARAPET132' - 0"
T.O. LOWER PARAPET130' - 5"
7
C2
C1
A1
A50225
A6033
A6033
A6031
A60311
A50115
03-4405-01
B.O. ROOF DECKING127' - 6"
07-11
1' - 0
"2'
- 8"
8"3'
- 0"
8"
03-44
8"3'
- 0"
8"
8"8"
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. UPPER PARAPET132' - 0"
T.O. LOWER PARAPET130' - 5"
A5013
A50225
A50117
A2
C1
C1
C2
03-44
A50114
B.O. ROOF DECKING127' - 6"
07-11
1' - 4"
C5
12' -
8"8"
3' - 0
"8"
8"
03-44
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. UPPER PARAPET132' - 0"
T.O. LOWER PARAPET130' - 5"
8
A50225
A6033
A6031
A60311
A6033
A60323
C1
C2
C1
03-44
A50114
05-01
05-01
B.O. ROOF DECKING127' - 6"
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
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. UPPER PARAPET132' - 0"
T.O. LOWER PARAPET130' - 5"
5
B.O. ROOF DECKING127' - 6"
A5015
T.O.WT.O.W
A6033
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:
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
KEYNOTE LEGEND - SPECIFICATION
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. LOWER PARAPET130' - 5"
A
D2
03-08
D3
05-01
05-01
03-08
09-55
09-55
B.O. ROOF DECKING127' - 6"
7"
A50121
A50123
A50124
SIM
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"
L1 WINDOW HEAD HEIGHT109' - 0"
A50124
6"
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:
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:
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
KEYNOTE LEGEND - SPECIFICATION
KEY DESCRIPTION03-08 CAST IN PLACE INTERIOR CONCRETE SLABS05-01 STEEL WIDE FLANGE BEAM – SEE STRUCTURAL DRAWINGS09-55 CONCEALED SUSPENSION SYSTEMS
Draper City Building DeptApproved
marvin.graham 09/12/2014
UP
DN
UP
DN
UP UP
DN DN
Division of Construction
Key Note Number
Informational KeynoteKey Note Aphabetic Prefix
Specification Keynote
? ?XX-XXX X-XXKey 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"
11 TREADS @ 11" EACH
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
11 TREADS @ 11" EACH
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"
11 TREADS @ 11" EACH
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
"
11 TREADS @ 11" EACH
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
"
11 TREADS @ 11" EACH
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:
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:
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
KEYNOTE LEGEND - SPECIFICATION
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 1 - ENLARGED STAIR & ELEVATOR PLAN 2
3/8" = 1'-0" A401LEVEL 2 - ENLARGED STAIR & ELEVATOR PLAN 3
3/8" = 1'-0" A401LEVEL 0 - ENLARGED STAIR PLAN 4
3/8" = 1'-0" A401LEVEL 1 - ENLARGED STAIR PLAN 5
3/8" = 1'-0" A401LEVEL 2 - ENLARGED STAIR PLAN 6
PROVIDE SIGNAGE"NOT AN EXIT"SEE SPECIFICATIONS
Draper City Building DeptApproved
marvin.graham 09/12/2014
LEVEL 2 - UPPER FIN. FLOOR114' - 0"
LEVEL 1 - MAIN FIN. FLOOR100' - 0"
LEVEL 0 - LOWER FIN. FLOOR86' - 0"
B.O. LOWER ROOF CORNICE128' - 8"
T.O. UPPER PARAPET132' - 0"
T.O. LOWER PARAPET130' - 5"
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
B.O. ROOF DECKING127' - 6"
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
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. UPPER PARAPET132' - 0"
T.O. LOWER PARAPET130' - 5"
B C1
A402
C5
C10
C10 C10
C10
C10
STAIR219
STAIR124
CORRIDOR009
05-53
05-01
05-01
B.O. ROOF DECKING127' - 6"
B.2
----
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
5
ELEV
ATO
R PI
T DEP
TH
4' - 0
"
ELEVATOR218
ELEVATOR123
ELEVATOR017
C10
C10
C10C10
C10
C10
A1 A1
B.O. ROOF DECKING127' - 6"
4A402
A50215
A50216
A50216
5' - 9" CLR.
A50214
Division of Construction
Key Note Number
Informational KeynoteKey Note Aphabetic Prefix
Specification Keynote
? ?XX-XXX X-XXKey Note Number
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
C3
A402
B.O. ROOF DECKING127' - 6"
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:
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:
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
KEYNOTE LEGEND - SPECIFICATION
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. UPPER PARAPET132' - 0"
T.O. LOWER PARAPET130' - 5"
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
B.O. ROOF DECKING127' - 6"
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
"
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"
L1 WINDOW HEAD HEIGHT109' - 0"
L2 WINDOW HEAD HEIGHT123' - 0"
T.O. UPPER PARAPET132' - 0"
T.O. LOWER PARAPET130' - 5"
H J1
A403
C2
C2
C1
C11
C11
STAIR201
STAIR101
STAIR001
05-01
05-01
05-01
05-01
B.O. ROOF DECKING127' - 6"
05-01
05-14
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:
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:
46:2
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
ENLARGED STAIRSECTIONS
A403
BID
SET
3/8" = 1'-0" A403STAIR SECTION - C 1
3/8" = 1'-0" A403STAIR SECTION - D 2
KEYNOTE LEGEND - SPECIFICATION
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
Division of Construction
Key Note Number
Informational KeynoteKey Note Aphabetic Prefix
Specification Keynote
? ?XX-XXX X-XXKey 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
"
LEVEL 1 - MAIN FIN. FLOOR100' - 0"
LEVEL 0 - LOWER FIN. FLOOR86' - 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"
LEVEL 1 - MAIN FIN. FLOOR100' - 0"
LEVEL 0 - LOWER FIN. FLOOR86' - 0"
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:
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:
46:3
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
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
KEYNOTE LEGEND - INFORMATION
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
KEYNOTE LEGEND - SPECIFICATION
KEY DESCRIPTION05-01 STEEL WIDE FLANGE BEAM – SEE STRUCTURAL DRAWINGS05-02 STEEL TUBE COLUMN – SEE STRUCTURAL DRAWINGSBH-14
Draper City Building DeptApproved
marvin.graham 09/12/2014
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"
1 1/2" RIGID INSULATION
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
BRICK VENEER - SEE ELEV.
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.
86'-0"T.O. FLOOR SLAB
BRICK VENEER - SEE ELEV.
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.
86'-0"T.O. FLOOR SLAB
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
1 1/2" RIGID INSULATION
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 ALUMINUM FRAME
EXISTING WINDOWSYSTEM FRAMING
EXISTING ALUMINUM FRAME
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:
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:
46:3
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
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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
.
5/8" GYPSUM WALL BOARD
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:
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:
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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:
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:
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.
Draper City Building DeptApproved
marvin.graham 09/12/2014
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
ALUMINUM,PREFINISHED
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
ALUMINUM,PREFINISHED
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
ALUMINUM,PREFINISHED
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
ALUMINUM,PREFINISHED
D
ALUMINUM,PREFINISHED
E
FINISH FLOOR LINE
ALUMINUM,PREFINISHED
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
ALUMINUM,PREFINISHED
G
ALUMINUM,PREFINISHED
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
"
ALUMINUM,PREFINISHED
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:
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:
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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
SEALANT W/. BACKERROD, CONT.
BRICK VENEER
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 TYPES FOR INTERIOR WALL FINISH
PRECAST CONC.
1 1/2" RIGID INSULATION
5/8" EXTERIOR GRADEFIRE TREATED PLYWD.SHEATHING
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
SEALANT W/. BACKERROD, CONT.
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
SEALANT W/. BACKERROD, CONT.
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
SHIM
SEALANT W/. BACKERROD, CONT.
BRICK VENEER
1 1/2" AIR SPACE
30 LB. FELT
5/8" EXTERIOR GRADEFIRE TREATED PLYWD.SHEATHING
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
5/8" EXTERIOR GRADEFIRE TREATED PLYWD.SHEATHING
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
5/8" EXT. GRADEGYPSUM SHEATHING
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
5/8" EXT. GRADEGYPSUM SHEATHING
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
1 1/2" RIGID INSULATION
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:
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:
46:4
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
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" A603THRESHOLD DETAIL 22
3" = 1'-0" A603ENTRY THRESHOLD DETAIL 19
3" = 1'-0" A603THRESHOLD DETAIL 20
3" = 1'-0" A603WINDOW HEAD DETAIL 1
3" = 1'-0" A603WINDOW HEAD DETAIL 2
3" = 1'-0" A603WINDOW SILL DETAIL 3
3" = 1'-0" A603WINDOW JAMB DETAIL 4
3" = 1'-0" A603WINDOW HEAD DETAIL 5
3" = 1'-0" A603WINDOW SILL DETAIL 6
3" = 1'-0" A603WINDOW JAMB DETAIL 7
3" = 1'-0" A603DOOR JAMB DETAIL 8
3" = 1'-0" A603DOOR HEAD/JAMB DETAIL 9
3" = 1'-0" A603WINDOW SILL DETAIL 10
3" = 1'-0" A603WINDOW HEAD DETAIL 11
3" = 1'-0" A603WINDOW JAMB DETAIL 12
3" = 1'-0" A603WINDOW JAMB DETAIL 13
3" = 1'-0" A603WINDOW JAMB DETAIL 14
3" = 1'-0" A603WINDOW HEAD DETAIL 15
3" = 1'-0" A603WINDOW HEAD DETAIL 16
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".
Draper City Building DeptApproved
marvin.graham 09/12/2014
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:
46:5
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
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
FINISH LEGEND - ROOM - LEVEL 1
ROOMNUMBER ROOM NAME
FINISHCOMMENTSFLOOR BASE WALL CEILING
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
FINISH LEGEND - ROOM - LEVEL 2
ROOMNUMBER ROOM NAME
FINISHCOMMENTSFLOOR BASE WALL CEILING
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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:
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:
46:5
3 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
MILLWORK DETAILS
A605
BID
SET
1 1/2" = 1'-0" A605CABINET DETAIL 11
Draper City Building DeptApproved
marvin.graham 09/12/2014
Division of Construction
Key Note Number
Informational KeynoteKey Note Aphabetic Prefix
Specification Keynote
? ?XX-XXX X-XXKey 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:
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:
9/9/
2014
9:5
9:54
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
INTERIOR ELEVATIONS
A701
BID
SET
KEYNOTE LEGEND - SPECIFICATION
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
KEYNOTE LEGEND - INFORMATION
KEY DESCRIPTION87 ADJUSTABLE SHELF89 SOLID SURFACE COUNTER TOP
1/2" = 1'-0" A701LEVEL 1 - EXISTING STOREFRONT@ EXISTING SIDE 11
Draper City Building DeptApproved
marvin.graham 09/12/2014
Division of Construction
Key Note Number
Informational KeynoteKey Note Aphabetic Prefix
Specification Keynote
? ?XX-XXX X-XXKey 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
OPEN TO BEYOND - SEE PLANS
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
OPEN TO BEYOND - SEE PLANS
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:
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:
47:0
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
INTERIOR ELEVATIONS
A702
BID
SET
KEYNOTE LEGEND - SPECIFICATION
KEY DESCRIPTION08-20 FLUSH WOOD DOOR – SEE SCHEDULE, DETAILS AND
SPECIFICATIONS09-21 GYPSUM BOARD – SEE WALL TYPE, DETAILS AND
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
KEYNOTE LEGEND - INFORMATION
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
Draper City Building DeptApproved
marvin.graham 09/12/2014
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
Division of Construction
Key Note Number
Informational KeynoteKey Note Aphabetic Prefix
Specification Keynote
? ?XX-XXX X-XXKey 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
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:
47:1
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
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
KEYNOTE LEGEND - SPECIFICATION
KEY DESCRIPTION08-20 FLUSH WOOD DOOR – SEE SCHEDULE, DETAILS AND
SPECIFICATIONS09-21 GYPSUM BOARD – SEE WALL TYPE, DETAILS AND
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
KEYNOTE LEGEND - INFORMATION
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
Draper City Building DeptApproved
marvin.graham 09/12/2014