bountiful orthodontics expansion...bountiful orthodontics expansion 1512 renaissance towne drive,...

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Copyright 2018 JZW Architects - The Purchaser is granted a single use license for construction only. These plans are copyrighted and are subject to copyright protection as an "architectural work" under the copyright act. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces. Under such protection, unauthorized use of these plans, work, or structure represented will result in the cessation of construction and / or monetary compensation to JZW Architects.C

135 EAST CENTER STREET, NORTH SALT LAKE, UTAH 84054 PHONE: (801 ) 936-1343FAX: (801 ) 936-0180

BOUNTIFUL ORTHODONTICS EXPANSION1512 RENAISSANCE TOWNE DRIVE, SUITE 201

BOUNTIFUL, UT 84010

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T1.1 COVER SHEETT1.2 GENERAL NOTES

ARCHITECTURAL DRAWINGSA1.1 UPPER FLOOR DEMOLITION PLANA1.2 UPPER FLOOR PLANA1.3 UPPER FLOOR REFLECTED CEILING PLANA2.1 DOOR AND STOREFRONT SCHEDULESA3.1 ACCESSIBILITY DETAILSA4.1 REFLECTED CEILING DETAILSA5.1 CABINET ELEVATIONSA5.2 INTERIOR ELEVATIONS

MECHANICAL PLANSM1.0 MECHANICAL FLOOR PLANM2.0 MECHANICAL SCHEDULES AND DETAILS

PLUMBING DRAWINGSP1.0 PLUMBING FLOOR PLANP2.0 PLUMBING FLOOR PLAN

ELECTRICAL DRAWINGSE1.1 LIGHTING PLANE2.1 POWER PLAN

CHAPTER 3: USE AND OCCUPANCY CLASSIFICATION302 - GROUP B - BUSINESS

CHAPTER 5: BUILDING AREASECTION 503 - BUILDING AREA -

BOUNTIFUL ORTHODONTICS EXPANSION - 4,413 S.F.

CHAPTER 6: TYPE OF CONSTRUCTIONTYPE V-B SPRINKLED

CHAPTER 9: FIRE PROTECTION SYSTEMSNFPA 13 FIRE SPRINKLER SYSTEM PROVIDED IN BUILDING.

CHAPTER 10: MEANS OF EGRESS1004.1.1 - DESIGN OCCUPANT LOAD

BOUNTIFUL ORTHODONTICS EXPANSION: 4,413 S.F. / 100 = 45 OCCUPANTS

1005.1 - EGRESS WIDTH: OK1011.1 - EXIT SIGNS PROVIDED1014.3 - COMMON PATH OF EGRESS TRAVEL = <75' 1015.1 - EXIT OR EXIT ACCESS DOORWAYS REQUIRED:

MAIN LEVEL 2 EXITS REQUIRED - PROVIDED

DRAWING INDEX CODE ANALYSIS

THESE DRAWINGS ARE PART OF A SET OF CONSTRUCTION DOCUMENTS. THE CONSTRUCTION DOCUMENTS CONSIST OF ONE OR MORE OF THE FOLLOWING ELEMENTS:

CONSTRUCTION DRAWINGS SPECIFICATIONS STRUCTURAL CALCULATIONS CONTRACT FORMS AND CONDITIONS ADDENDA MODIFICATIONS AND REVISIONS

CONTRACTORS, SUBCONTRACTORS, AND OTHERS WHO PROVIDE LABOR AND/OR MATERIALS REFERENCING THESE DRAWINGS ARE RESPONSIBLE FOR OBTAINING AND REVIEWING ALL CURRENT CONSTRUCTION DOCUMENTS.

CONTRACTORS, SUBCONTRACTORS, AND OTHERS ARE TO REPORT ANY DISCREPANCIES OR ERRORS TO JZW ARCHITECTURE, INC. IMMEDIATELY. ANY CHANGES TO THE PROJECT WILL BE VERIFIED WITH THE OWNER BY THE ARCHITECT AND REVISIONS WILL BE ISSUED BY ARCHITECT. CONTRACTORS ARE NOT TO MAKE ALTERATIONS OF ANY KIND WITHOUT THE PRIOR WRITTEN CONSENT OF ARCHITECT. DISCREPANCIES NOT REPORTED IMMEDIATELY ARE RESPONSIBILITY OF CONTRACTOR.

CONTRACTORS SHALL NOT SCALE FROM DRAWINGS. DIMENSIONS ARE PROVIDED TO ALLOW FOR ACCURATE CONSTRUCTION OF BUILDING. QUESTIONS ARISING FROM DIMENSIONS SHOULD BE RESOLVED BY CONTACTING ARCHITECT.

PROJECT INFORMATION

DESIGN CRITERIA

APPLICABLE CODE: 2015 INTERNATIONAL BUILDING CODE. (I.B.C.) 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2014 NATIONAL ELECTRIC CODE

ACCESSIBILITYI.B.C. A.N.S.I. 117.1 - 2009

PROJECT DIRECTORY

OWNERDR. JOE FELLER1512 RENAISSANCE TOWNE DRIVESUITE 201BOUNTIFUL, UT 84010(801) [email protected]

ARCHITECTJZW ARCHITECTSERIC JONES135 E. CENTER ST.NORTH SALT LAKE, UT 84054(801) [email protected]

CONTRACTORINTERIOR DEVELOPMENTKURT DEHART8283 S. 4300 W. WEST JORDAN, UT 84088(801) [email protected]

MECHANICAL/PLUMBING ENGINEERADVANCED CONCEPT ENGINEERINGCHUCK LUSH11851 VISTA GLEN COURTSANDY, UT 84092(801) [email protected]

ELECTRICAL ENGINEERROCKY MOUNTAIN CONSULTING ENGINEERSDAVID STEWARD2117 SOUTH 3600 WESTSALT LAKE CITY, UT 84119(801) [email protected]

EQUIPMENT SUPPLIERPATTERSON DENTALBOB EBERT1880 S. 2200 W. #10SALT LAKE CITY, UT 84116(801) [email protected]

GENERAL PROJECT NOTES


1 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.

ALL DIAGONAL WALLS ARE 45°UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

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GENERAL FRAMING NOTES

1 ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE AND LOCAL ORDINANCES.

ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY BUILDER PRIOR TO ANY WORK.

ALL INTERIOR WALLS TO BE 2X METAL STUDS AT 16" O.C. UNLESS NOTED OTHERWISE. PROVIDE ALL BACKING FOR EQUIPMENT AS REQUIRED.

ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL GRADE I OR STRUCTURAL GRADE II.

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GENERAL THERMAL, MOISTURE, AND ACOUSTICAL PROTECTION NOTES1 ALL EXTERIOR WALLS TO BE INSULATED WITH R-19 INSULATION, MIN.

PROVIDE R-11 INSULATION AT ALL OFFICE INTERIOR WALLS.2

GENERAL PLUMBING, ELECTRICAL, AND DENTAL EQUIPMENT NOTES

1 IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ASSURE REQUIREDPLUMBING AND ELECTRICAL SERVICE TO ALL FIXTURES AS INDICATED ON PLANS ANDAS REQUIRED BY BUILDING CODE AND OWNER.

COORDINATE DENTAL EQUIPMENT BLOCKING REQUIREMENTS WITH DENTAL EQUIPMENT PROVIDER.

COORDINATE FINAL DENTAL EQUIPMENT LOCATION WITH DENTAL EQUIPMENT SUPPLIER AND WITH OWNER.

COORDINATE WITH DENTAL EQUIPMENT SUPPLIER FOR ALL MECHANICAL AND ELECTRICALSERVICE TO CHAIRS, AND OTHER DENTAL EQUIPMENT.

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GENERAL WINDOW AND DOOR NOTES

1 DOOR MANUFACTURER TO BE SELECTED BY OWNER.

DOORS TO BE SOLID CORE, PAINT GRADE, COLOR TO BE SELECTED BY OWNER.

DOOR HARDWARE TO BE SELECTED BY OWNER.

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GENERAL FINISH NOTES

1 COORDINATE CABINET DESIGN, CONSTRUCTION AND INSTALLATION WITH MECHANICALAND ELECTRICAL CONTRACTORS. OWNER TO SELECT CABINET MANUFACTURER, STYLES, FINISHES, AND COLORS. CABINET MANUFACTURER TO RECEIVE FINAL APPROVAL FOR CABINET DESIGN FROM OWNER PRIOR TO FABRICATION.

ALL INTERIOR WALLS TO BE WRAPPED WITH 5/8" GYPSUM WALL BOARD, TAPED, FILLED, AND FINISHED AS PER ROOM FINISH SCHEDULE AND OWNER.

SEE FLOOR PLANS AND FINISH SCHEDULE FOR FINISH FLOOR MATERIALS.

OWNER TO SELECT ALL FINISH MATERIALS, COLORS, HARDWARE, FIXTURES, APPLIANCES, ETC. CONTRACTOR TO INSTALL AS PER OWNER.

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ALL EXTERIOR DIMENSIONS ARE TO FACE OF WALL SHEATHING, ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD.

ALL DIAGONAL WALLS ARE AT A 45° ANGLE UNLESS NOTED OTHERWISE. SEE FLOOR PLANS. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

SEE STRUCTURAL CALCULATIONS FOR ADDITIONAL GENERAL STRUCTURAL NOTES AND REQUIREMENTS. ANY NOTES AND/OR REQUIREMENTS FROM STRUCTURAL ENGINEER SHALL GOVERN EXCEPT WHEN REQUIREMENTS SET FORTH IN THIS SPECIFICATION EXCEED ENGINEER'S REQUIREMENTS.


ALL FINISH GRADING TO SLOPE AWAY FROM PROPOSED STRUCTURES AT 5% SLOPE (MIN.) FOR A MINIMUM OF 10'-0" FROM BUILDING.

DRAINAGE PATTERN OF FINISH GRADING SHALL NOT CHANGE DRAINAGE PATTERN ONTO ADJACENT LOTS.

ROOF TRUSSES ARE TO BE CONSTRUCTED WITH RAISED HEELS TO ALLOW INSULATION TO CONTINUE TO AND OVER EXTERIOR WALLS. SEE BUILDING SECTIONS.

EXTERIOR CORNERS SHALL BE FRAMED AS "CALIFORNIA" CORNERS TO ALLOW FOR CORNER INSULATION.

AIRTIGHT DRYWALL SYSTEMS SHALL BE USED (USE VAPOR BARRIERS AT ALL EXTERIOR WALLS AND CEILINGS).

INSULATE AT ALL FLOOR/CEILING ASSEMBLY CONNECTIONS. (I.E. BEHIND RIM BOARDS AND JOIST BEARING LOCATIONS)

PROVIDE RIGID FOUNDATION INSULATION (HALF DRAPED) AT INSIDE OF STEM WALLS BELOW BASEMENT.

ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED AND AIR TIGHT ASSEMBLIES.

SEAL AROUND ALL ELECTRICAL, PLUMBING, OR MECHANICAL PENETRATIONS AT EXTERIOR WALL AND IN CEILING/FLOOR OR CEILING ROOF ASSEMBLIES.

CAULK AROUND ALL EXTERIOR DOOR AND WINDOW PENETRATIONS.

SEAL AND INSULATE AROUND ALL MECHANICAL DUCTS.

GENERAL SITE NOTES

GENERAL ENERGY EFFICIENCY NOTES

PROVIDE 4" PERFORATED DRAIN PIPE ON CRUSHED ROCK BED AT FOOTING PERIMETER. DRAIN TO SUMP UNLESS NOTED OTHERWISE.

APPLY ASPHALT WATERPROOFING, OR APPROVED EQUAL, TO ALL FOUNDATION WALLS. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.

PROVIDE CONTINUOUS VAPOR BARRIER TO WARM SIDE (WINTER) OF ALL EXTERIOR WALLS.

ALL EXTERIOR WALLS TO BE INSULATED WITH R-19 INSULATION, MINIMUM.

COVER SHEATHING OF ALL EXTERIOR WALLS WITH CONTINUOUS TYVEK HOUSE WRAP OR APPROVED EQUAL.

PROVIDE VENTILATION OF ATTIC AND CRAWL SPACES AS PER CODE. SEE ELEVATIONS FOR LOCATION AND TYPE OF ATTIC VENTING.

ALL ATTIC AREAS TO BE INSULATED WITH R-40 BLOWN INSULATION, MINIMUM.

PROVIDE 30# ASPHALT SATURATED FELT OVER ALL ROOF SHEATHING - LAP OVER ICE AND WATER SHIELD.

PROVIDE CORROSION RESISTANT CONTINUOUS METAL DRIP-EDGE AT ROOF PERIMETER.

PROVIDE CONTINUOUS FASCIA AND SOFFIT WITH CONTINUOUS SOFFIT VENT AS PER ELEVATIONS. FINISH MATERIAL AND COLOR TO BE SELECTED BY OWNER.

PROVIDE FLASHING AT BASE OF ALL FRAMED WALLS. FLASHING TO DIRECT WATER TO EXTERIOR OF FOUNDATION WALL.

ALL PITCHED ROOFS WITH SHINGLE FINISH SHALL HAVE SELF-ADHERING SHEET MEMBRANE (GRACE ICE AND WATER SHIELD OR APPROVED EQUAL) AT ALL VALLEYS TO 2'-0" MIN. FROM VALLEY LINE, AND AT ALL SOFFITS/OVERHANGS OF ROOF (EXTEND MEMBRANE TO 2'-0" MIN. OVER INSULATED ATTIC SPACE).

THERMAL & MOISTURE PROTECTION NOTESALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE (I.B.C.), AND LOCAL ORDINANCES.

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO POURING CONCRETE.

CONTRACTOR SHALL COORDINATE WITH MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS PRIOR TO POURING CONCRETE. PROVIDE SLEEVES, BLOCK-OUTS, ETC. AS REQUIRED.

CONTRACTOR SHALL PROVIDE ALL SHORING AS REQUIRED. BRACE WALLS AS REQUIRED UNTIL FLOOR DIAPHRAGMS ARE IN PLACE.

SEE STRUCTURAL CALCULATIONS FOR ADDITIONAL STRUCTURAL MEMBER REQUIREMENTS.

ALL EXTERIOR FOOTINGS SHALL BEAR 30" (MIN.) BELOW FINISH GRADE, OR UNCONDITIONED CRAWL SPACE. UNLESS NOTED OTHERWISE

TOP OF FOUNDATION WALL TO BE 6" (MIN.) ABOVE FINISH GRADE TYPICAL.

COORDINATE TOP OF CONCRETE & BOTTOM OF FOOTING ELEVATIONS WITH SECTIONS, FOOTING & FOUNDATION PLAN, AND ELEVATIONS.

FOOTINGS, FOUNDATION, AND SLABS SHALL BE CONSTRUCTED ON PROPERLY PREPARED MATERIAL. SUB-BASE TO BE UNDISTURBED, NATURAL SOILS OR ENGINEERED FILL PER THE SOILS ENGINEER'S RECOMMENDATIONS. ENGINEERED FILL SHALL BE TESTED AND APPROVED BY A LICENSED SOILS ENGINEER.

PROVIDE 4" GRANULAR FILL UNDER ALL SLABS.

ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO THE STANDARD SPECIFICATIONS ASTM A615 GRADE 60, AND MUST BE PROPERLY TIED INTO PLACE PRIOR TO POURING CONCRETE, (FIELD BENT DOWELS MAY BE GRADE 40).

ALL SPLICES IN CONTINUOUS CONCRETE REINFORCING BARS SHALL LAP 40 BAR DIAMETERS MIN. ALL SPLICES SHALL BE MADE IN A COMPRESSION ZONE UNLESS OTHERWISE NOTED. ALL CONT. REINFORCING SHALL TERMINATE WITH A 90° BEND OR SEPARATE CORNER BARS.

ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI DETAILING MANUAL AND CURRENT ACI STANDARDS.

TO MINIMIZE CRACKING OF SLABS, PROVIDE #4 BARS @ 18" O.C. EACH WAY 1" CLEAR FROM TOP. TYPICAL ALL SLABS ON GRADE.

ALL EXTERIOR FOOTINGS SHALL BE PROPERLY FORMED. INTERIOR FOOTINGS MAY BE MONOLITHIC WITH SLAB.

POSITION ALL WINDOW AND DOOR BUCKS TO ALLOW BASEMENT HEAD HEIGHTS TO BE AT 6'-8" ABOVE FINISH FLOOR UNLESS NOTED OTHERWISE. COORDINATE ALL HEIGHTS WITH FLOOR PLANS, ELEVATIONS, AND SCHEDULES.

ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. IN 28 DAYS. FLAT SLABS AND CONCRETE RETAINING WALLS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. SEE STRUCTURAL CALCULATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS.

RECESS FOUNDATION AND POUR SLAB THROUGH, TYPICAL ALL GARAGE DOORS AND STORE FRONT TYPE WINDOWS AS INDICATED ON FOOTING AND FOUNDATION PLAN.

PROVIDE ISOLATION JOINTS AROUND COLUMNS, SPREAD FOOTINGS, CONTROL JOINTS, ETC. AS REQUIRED.

GARAGE FLOOR TO HAVE 2% SLOPE (MIN.) TOWARD EXTERIOR GARAGE DOORS.

HOLD DOWNS SHALL BE POSITIONED AS INDICATED BY STRUCTURAL ENGINEER. ALL HOLD DOWNS TO BE POSITIONED TO ALLOW ATTACHMENT TO FULL HEIGHT DOUBLE STUDS.

CONTRACTOR IS RESPONSIBLE FOR PROPER LOCATING AND PLACING OF ALL ANCHOR BOLTS, HOLD DOWNS, ANCHORS, STRAPS, ETC. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.

WHERE FOUNDATION WALLS OR FOOTINGS SUPPORT MASONRY WALLS, PROVIDE MATCHING DOWELS OF SAME SIZE AND SPACING.

ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE (I.B.C.), AND LOCAL ORDINANCES.

COORDINATE ALL FLOOR FRAMING WITH FLOOR PLANS TO VERIFY STEPS AND/OR OPENINGS IN FLOOR FRAMING.

CONTRACTOR TO CONSULT STRUCTURAL CALCULATIONS TO VERIFY ALL FRAMING MEMBER SIZES, LOCATIONS, LOAD PATHS, AND ADDITIONAL STRUCTURAL MEMBER REQUIREMENTS.

ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY BUILDER PRIOR TO ANY WORK.

PROVIDE SHOP DRAWINGS (TO BE REVIEWED BY ARCHITECT) FOR ALL STRUCTURAL STEEL.

FRAMING SHALL BE AS INDICATED IN STRUCTURAL PLANS. CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ARCHITECT FOR ANY VARIATIONS FROM THESE PLANS.

ALL STRUCTURAL MEMBERS SHALL CONFORM TO THE U.S. DEPARTMENT OF COMMERCE STANDARD PS-56 AND THE INTERNATIONAL RESIDENTIAL CODE.

ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL GRADE I OR STRUCTURAL GRADE II.

ALL JOISTS, RAFTERS BEAMS, HEADERS AND COLUMNS SHALL BE DOUGLAS FIR LARCH NO.2 OR BETTER, UNLESS NOTED OTHERWISE.

ALL WOOD CONNECTIONS MUST CARRY THE CAPACITY OF THE SUPPORTED MEMBERS. CONTRACTOR IS RESPONSIBLE FOR CONNECTION IF OTHER THAN STANDARD CONNECTIONS ARE REQUIRED. SEE PROJECT ENGINEER FOR ADDITIONAL ASSISTANCE.

ALL EXTERIOR HOUSE WALLS TO BE 2" X 6" D.F.#2 OR BETTER AT 16" O.C. SEE STRUCTURAL FOR SHEAR WALL REQUIREMENTS.

ALL INTERIOR HOUSE WALLS TO BE 2"X4" D.F.#2 OR BETTER AT 16" O.C. SEE STRUCTURAL DRAWINGS AND CALCULATIONS FOR ANY SHEAR WALL REQUIREMENTS.

ALL LUMBER IN CONTACT WITH CONCRETE OR WITHIN 6" OF EARTH SHALL BE EITHER FOUNDATION REDWOOD MARKED BY THE REDWOOD INSPECTION SERVICE OR PRESSURE TREATED LUMBER.

PROVIDE DOUBLE BASE PLATES AS PER SECTIONS ON FOUNDATION WALLS WITH ANCHOR BOLTS AS PER FOOTING & FOUNDATION PLAN. ANCHOR BOLTS MUST GO THROUGH BOTH BASE PLATES.

ALL CORNERS, INTERSECTIONS, AND BEAMS MUST HAVE ONE OF THE DOUBLE TOP CHORDS CONTINUOUS, LAPPED AS PER CODE, OR STRAPPED WITH SIMPSON ST22.

FLOOR JOISTS SHALL HAVE ALL BLOCKING, BRACING, BRIDGING, ETC. AS RECOMMENDED BY THE I.R.C. AND THE MANUFACTURER.

CONNECT ALL WOOD TO CONCRETE, WOOD TO STEEL, AND WOOD TO WOOD WITH SIMPSON OR APPROVED EQUAL CONNECTIONS UNLESS MEMBER IS TOP BEARING AS PER ENGINEER.

WHEN POSSIBLE BEAMS SHALL BE RECESSED IN FLOOR/CEILING ASSEMBLY. BEAMS SHALL NOT PENETRATE CEILING PLANE.

ALL JOISTS AND RAFTERS SHALL HAVE SOLID BLOCKING AT THE BEARING LOCATIONS. CONNECT BLOCKING TO TOP OF WALL WITH SIMPSON A34 FRAMING ANCHORS. ROOF JOISTS TO HAVE HURRICANE CLIPS AT 24" O.C. MINIMUM, UNLESS NOTED OTHERWISE.

ALL COLUMNS SHALL EXTEND DOWN THROUGH THE STRUCTURE TO THE FOUNDATION. ALL COLUMNS SHALL BE BRACED AT ALL FLOOR LEVELS. COLUMNS SHALL BE AS WIDE AS THE MEMBER THEY SUPPORT.

ALL HEADERS (6'-0" IN LENGTH OR LESS) SHALL BE SUPPORTED BY ONE TRIMMER AND A KING STUD EACH END. MINIMUM. ALL BEAMS (LONGER THAN 6'-0" IN LENGTH) SHALL BE SUPPORTED BY TWO TRIMMERS AND A KING STUD EACH END, MINIMUM, UNLESS NOTED OTHERWISE.

COORDINATE SHEATHING REQUIREMENTS WITH SHEAR WALL SCHEDULES AND STRUCTURAL CALCULATIONS.

ALL EXTERIOR SHEATHING TO BE O.S.B. WITH 8D COMMON NAILS AT 6" O.C. FOR EDGE NAILING AND 12" O.C. FIELD NAILING UNLESS NOTED OTHERWISE. BLOCK ALL PANEL EDGES AND START SHEATHING AT BASE PLATE AND NAIL INTO BOTH PLATES. SHEATHING MUST BE CONTINUOUS FROM BASE PLATE TO TOP PLATE. COORDINATE WITH SHEAR WALLS AS INDICATED ABOVE.

NAILS OR OTHER APPROVED SHEATHING CONNECTIONS SHALL BE DRIVEN FLUSH BUT NOT BREAK THE SURFACE OF THE SHEATHING. NAIL ALL SHEAR WALLS AS PER SHEAR WALL SCHEDULE AND STRUCTURAL CALCULATIONS.

SEE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE FOR ADDITIONAL STANDARD NAILING REQUIREMENTS.

ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED IN PLACE. NO SQUEAKING SHALL OCCUR.

GENERAL CONCRETE NOTES

GENERAL FRAMING NOTES

ALL ROOF PITCHES TO BE AS NOTED ON ROOF FRAMING PLAN.

ALL EAVES AS NOTED ON ELEVATIONS, SECTIONS, AND ROOF PLAN. ALL FASCIA ELEVATIONS SHALL BE AS INDICATED ON ELEVATION DRAWINGS.

TRUSS MANUFACTURER SHALL DESIGN TRUSSES IN STRICT COMPLIANCE WITH FRAMING PLANS IN THIS PLAN SET. ANY ALTERATIONS FROM INDICATED TRUSS LAYOUT MUST HAVE WRITTEN APPROVAL FROM ARCHITECT.

PREFABRICATED AND ENGINEERED TRUSSES ARE TO BE USED FOR THE ROOF UNLESS NOTED OTHERWISE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. TRUSS MANUFACTURER SHALL DESIGN TRUSSES FOR ALL LOADS PER CURRENT I.B.C. INCLUDING UNBALANCED SNOW LOADS, SNOW DRIFTING, SNOW BUILD-UPS IN VALLEYS AND ON EAVES, ETC.. TRUSSES TO BE DESIGNED TO CARRY POINT LOADS INDICATED IN FRAMING PLANS AND STRUCTURAL CALCULATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE TRUSSES AS PER TRUSS MANUFACTURER'S RECOMMENDATIONS. NO PREFABRICATED TRUSS SHALL BE MODIFIED IN THE FIELD.

FULL BEARING IS REQUIRED UNDER ROOF TRUSSES. BLOCK THE STUDS TO THE CONCRETE FOUNDATION. USE LUS26 HANGERS FOR ALL MONO-JACK TRUSSES, HUS26 HANGERS FOR ALL TRUSSES ON GIRDERS AND HGUS28-2 GIRDER TO GIRDER HANGERS UNLESS NOTED OTHERWISE BY TRUSS MANUFACTURER. HANGERS MUST BE CAPABLE OF SUPPORTING FULL WEIGHT CAPACITY OF MEMBER.

ALL ROOF SHEATHING TO BE AS INDICATED ON PLANS AND IN STRUCTURAL CALCULATIONS. BLOCK ALL PANEL EDGES UNLESS NOTED OTHERWISE. PROVIDE (2) 2 X SHAPED BLOCKING AT RIDGES UNLESS CONTINUOUS MEMBER EXISTS.

COMPLETELY SHEATH ROOF UNDER OVER BUILD AREAS PRIOR TO FRAMING OVERBUILD. OVER BUILD AREAS TO BE FRAMED AS PER STRUCTURAL DETAILS. FRAME SO AS TO AVOID POINT LOADS ON ROOF.

TRUSS MANUFACTURER SHALL FIELD VERIFY ALL TRUSS REQUIREMENTS AND DIMENSIONS PRIOR TO FABRICATION.

BOTTOM CHORDS OF TRUSSES ACTING AS CEILING MEMBERS MUST BE ABLE TO SUPPORT A 10 P.S.F. LIVE LOAD AS PER I.R.C.

THE TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF ALL PRE-ENGINEERED TRUSSES.

TRUSS MANUFACTURER SHALL INDICATE PROPER BRACING OF ALL COMPRESSION CHORD MEMBERS AS WELL AS PROPER BRACING DURING TRUSS ERECTION.

FABRICATION OF TRUSSES SHALL BE AS APPROVED BY ICB EXCEPT THAT THIS SPECIFICATION SHALL GOVERN WHEN IT EXCEEDS ICB REQUIREMENTS.

TRUSS MANUFACTURER SHALL PROVIDE SHOP DRAWINGS FOR TRUSS DESIGN. FABRICATE TRUSSES FROM APPROVED SHOP DRAWINGS ONLY.

FABRICATE TRUSSES IN JIGS WITH MEMBERS ACCURATELY CUT TO PROVIDE GOOD BEARING AT JOINTS. JOINTS SHALL BE ACCEPTABLE IF THE AVERAGE OPENING BETWEEN ENDS OF MEMBERS IMMEDIATELY AFTER FABRICATION IS LESS THAN 1/16". EXCEPT THAT TRUSS COMPRESSION CHORD JOINTS AT SPLICES AND RIDGES SHALL HAVE FULL CONTACT BETWEEN MEMBERS.

EACH CHORD SECTION SHALL BE ENGAGED IN TWO PANEL POINTS BEFORE BEING SPLICED.

UNLESS OTHERWISE NOTED, PROVIDE 1/8" CAMBER FOR EACH 6 FEET OF HORIZONTAL TRUSS LENGTH.

TRUSS FABRICATORS USING METAL PLATES MUST HAVE FABRICATION PLANT INSPECTED FOUR TIMES PER YEAR BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH T.P.I. REGULATIONS. COPIES OF INSPECTIONS ARE TO BE MADE AVAILABLE UPON REQUEST.

ELEVATION AND SECTION DRAWINGS IN THIS PLAN SET HAVE ROOF STRUCTURE DRAWN WITH HEEL HEIGHTS OF 12" FOR ALL TRUSS MEMBERS. HEEL HEIGHTS MAYBE MODIFIED BY TRUSS MANUFACTURER AS REQUIRED FOR ROOF SURFACES TO BE COPLANAR. COORDINATE WITH FRAMING CONTRACTOR AND STICK FRAMED AREAS.

GENERAL FRAMING NOTES (CONTINUED)

OWNER TO SELECT FINISH MASONRY MATERIALS AND COLORS.

MASONRY VENEER TO BE TIED TO FRAMING WITH MASONRY TIES @ 16" O.C. EACH WAY. SEE ELEVATIONS.

GENERAL MASONRY NOTES

ALL WINDOWS TO HAVE HEADS AT 6'-8" ABOVE FINISH FLOOR, UNLESS NOTED OTHERWISE. COORDINATE WITH FLOOR PLANS, ELEVATIONS, AND WINDOW SCHEDULE.

ALL WINDOW SIZES AS PER FLOOR PLANS AND/OR WINDOW SCHEDULE. POSITION AS INDICATED ON FLOOR PLANS AND ELEVATIONS.

WINDOW AND DOOR MANUFACTURERS TO BE SELECTED BY OWNER.

ALL WINDOW AND DOOR FINISH AND TRIM COLORS TO BE SELECTED BY OWNER.

ALL ARCHED WINDOWS TO BE ARCHED AS PER ELEVATIONS. COORDINATE WITH OWNER, FRAMING CONTRACTOR, AND WINDOW MANUFACTURER.

ALL GLASS IN DOORS, SIDELIGHT UNITS, OR WINDOWS WITHIN 5'-0" OF A BATHTUB, SHOWER ENCLOSURE OR SPA SHALL BE TEMPERED GLASS ACCORDING TO CURRENT INTERNATIONAL RESIDENTIAL CODE REQUIREMENTS. SEE FLOOR PLANS AND/OR WINDOW AND DOOR SCHEDULES.

ALL DOORS BETWEEN GARAGES AND RESIDENCES TO BE TWENTY MINUTE FIRE RATED ASSEMBLIES WITH SELF CLOSING HARDWARE, AS REQUIRED BY I.R.C.

GENERAL WINDOW AND DOOR NOTES

COORDINATE CABINET DESIGN, CONSTRUCTION AND INSTALLATION WITH MECHANICAL AND ELECTRICAL CONTRACTORS. OWNER TO SELECT CABINET MANUFACTURER, STYLES, FINISHES, AND COLORS.

ALL INTERIOR WALLS TO BE WRAPPED WITH 1/2" GYPSUM WALL BOARD, TAPED, FILLED, AND FINISHED AS PER ROOM FINISH SCHEDULE AND OWNER. USE QUARTER-ROUND (BULLNOSE) CORNERS.

SEE FLOOR PLANS AND/OR FINISH SCHEDULE FOR FINISH FLOOR MATERIALS.

OWNER TO SELECT ALL FINISH MATERIALS, COLORS, HARDWARE, FIXTURES, APPLIANCES, ETC.. CONTRACTOR TO INSTALL AS PER OWNER.

OWNER TO SELECT CLOSET ORGANIZER SYSTEMS. COORDINATE CLOSET DESIGN WITH ELECTRICAL AS REQUIRED. CONTRACTOR TO INSTALL.

RAILING TO BE AS PER I.R.C. VERTICAL BALUSTERS TO BE AT 4" O.C., AND SHALL NOT ALLOW 4" SPHERE TO PASS THROUGH, AS PER I.R.C. ALL HANDRAILS TO BE 34"-38" ABOVE NOSING OF TREADS.

ALL ARCHWAYS TO BE SEGMENTED ARCHES. ARCH RADIUS TO EQUAL ARCH WIDTH. ALLOW FOR 12" ABOVE ARCH TO CEILING OR SOFFIT FOR TRIM UNLESS NOTED OTHERWISE. JUMP POINT FOR ARCH SHALL BE AT 7'-0" A.F.F. UNLESS NOTED OTHERWISE.

GENERAL FINISH NOTES

MECHANICAL AND PLUMBING SYSTEMS ARE DESIGN BUILD. IT IS RECOMMENDED THAT THE CONTRACTOR CONSULT A LICENSED ENGINEER DURING DESIGN OF THESE SYSTEMS.

IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ASSURE REQUIRED PLUMBING AND ELECTRICAL SERVICE TO ALL FIXTURES AS INDICATED ON PLANS AND AS REQUIRED BY BUILDING CODES AND OWNER.

ALL VENTS AND OTHER MECHANICAL OR PLUMBING ELEMENTS THAT PENETRATE ROOF ARE NOT TO BE VISIBLE FROM FRONT OF BUILDING.

ALL ELECTRICAL FINISH HARDWARE TO BE SELECTED BY OWNER.

ALL LIGHTS, SWITCHES, OUTLETS, AND SMOKE DETECTORS IN ALL BEDROOMS TO BE ARC PROTECTED.

PROVIDE ONE (2) SEISMIC STRAPS (MIN.) FOR EVERY WATER HEATER.

GENERAL MECHANICAL, ELECTRICAL, AND PLUMBING

1

2

3

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

1

2

24

25

26

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

27

28

3

4

5

6

7

8

9

1

2

3

4

5

6

7

8

9

1

2

10

11

1

2

3

4

5

6

7

1

2

1

2

3

4

5

6

7

1

2

3

4

5

6

12

No. Date

GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS, MATERIALS, FINISHES AND DIMENSIONS, BEFORE AND AFTER DEMOLITION.

PROTECT ALL ITEMS TO REMAIN FROM DAMAGE.

PREP ALL SURFACES PRIOR TO PAINTING.

AT WALL TRANSITION FROM NEW TO EXISTING WALLS, PATCH, REPAIR AND / OR REPLACE GYP. BD. AS REQUIRED TO PROVIDE FLUSH TRANSITIONS BETWEEN NEW AND EXISTING WALL SURFACES. PATCH / REPAIR / PAINT WALL AS NECESSARY AT LOCATIONS WHERE EQUIPMENT WAS REMOVED.

CONTRACTOR TO DETERMINE IF ITEMS CAN BE USED IN NEXT PROJECT. IF SO, COORDINATE WITH OWNER, INCLUDING BUT NOT LIMITED TO FIRE EXTINGUISHERS, DOORS, SINKS, TOILETS, ETC.

CONTRACTOR TO PROVIDE MOISTURE TEST ON CONCRETE SLAB PRIOR TO CONSTRUCTION. IF MOISTURE LEVELS ARE HIGHER THAN ACCEPTABLE, CONTRACTOR TO PROVIDE APPROVED CONCRETE SEALANT.

CONTRACTOR TO ENSURE THAT ALL CORRIDORS OUTSIDE OF CONSTRUCTION AREA ARE KEPT CLEAN AND CLEAR OF DEBRIS AND OBSTRUCTIONS AT ALL TIMES.

A

GENERAL NOTES

BC

E

D

F

G

1 2

2

2

2

2

2

2

1

1

1

1

1

1

1

1

3

3

3

4

4

41

55

6

7

7

7

71

2

1

7

7

8

99

WALL TYPE SCHEDULE

EXISTING WALL TO REMAIN

EXISTING WALL TO BE DEMOLISHED



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AUGUST 3, 2018

1/4" = 1'-0"A1.11 UPPER FLOOR DEMOLITION PLAN

KEYED NOTES

1 WALL TO BE REMOVED.

2 DOOR TO BE REMOVED.

3 PLUMBING FIXTURE TO BE REMOVED.

4 CASEWORK TO BE REMOVED.

5 OWNER EQUIPMENT TO BE SALVAGED.

6 MODIFY FLOORING AS NEEDED. COORDINATE WITH NEW FLOORING TO BE INSTALLED.

7 EXISTING COLUMNS TO REMAIN.

8 AV EQUIPMENT TO BE RELOCATED. COORDINATE WITH ELECTRICAL.

9 CONTRACTOR TO DEMOLISH EXISTING DENTAL OFFICE IN THIS AREA. COORDINATE WITHLANDLORD FOR ANY ITEMS TO SALVAGE.

N

No. Date

DW

CONSULTATION226

RESTROOM228

DENTALMECH.

236

PRIVATETREATMENT

230

BREAKROOM

238

EXISTINGLAB219

EXISTINGOPEN BAY #1

211

EXISTINGCONSULTATION

208

EXISTINGCONSULTATION

207

EXISTINGRECEPTION

205

EXISTINGBUSINESS

OFFICE210

EXISTINGKIDS AREA

204

EXISTINGWAITING ROOM

201

CONFERENCEROOM

232

EXISTINGX-RAY

212

WAITINGROOM

223

RESTROOM237

3 1/4"5' - 0 1/2"

7' - 2 3/4" 4' - 5 1/4" 7' - 6" 8' - 0" 7' - 6"

EXISTING OFFICE RESTROOM

214

EXISTING OFFICE

213

STORAGE215

3' - 6

"

EXISTING STERILIZATION

216EXISTING

RESTROOM203

A5.111

A5.1

12

A5.1

14

13

A5.115

16

A5.2

1

A5.1

10

EXISTINGBRUSH STATION

209

EXISTING PRIVATE

TR. #2217

EXISTING HALL221

BRUSHSTATION

234

1

1

1

2

22

2

R 5' - 1"

2

3 34

5

4443 3

6

7

STAC

KED

W/D

44

8

899

99

2' - 2" 11' - 6" 15' - 10" 2' - 3"

9' - 6

"

3

3

3

3

3

3

3

3

3

10

10

CANDYCLOSET

229

OPEN BAY#2233

UTILITY235

RECEPTION224

A5.1

HALLWAY231

A5.1

9

A5.1

11

1

1

1

3

BUISINESSOFFICE

225

OFFICENOOK

227

9' - 8

"16

' - 6

"6'

- 6"

8' - 9

"8'

- 4"

13' -

8"

2' - 0

"

11' - 8"

2

A5.242

3

7

8

A5.1

3

3 Sim

A5.1

3 Sim

A5.1

1

2

A5.1

5

6

10

6A5.2

7A5.2

A3.16

A3.17

223

225

226

228 229

215230232

237

236

238

235

234

2

2

12' - 0"10"

8' - 2" 4' - 10"

11' -

0"

5' - 6

"

3

A5.14

5A5.2

4' - 0

"5'

- 0"

UPDN

A/V222

219

33

1

3

2

1

1

1

1

1

1

2

1

1

1

1

1 1 1

1

1

12

1

11

1

1

1

1

1

1

1

1 1

1

3

1

8' - 4

3/4

"

222

R 7' - 0"

R 10' - 6"

R 16' - 0"

R 6'

- 6"

R 26' - 10"

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

SEE GENERAL NOTES ON SHEET T1.1 FOR ADDITIONAL REQUIREMENTS.

DIMENSIONS TO DOORS ARE TO CENTER OF FRAMED OPENING UNLESS NOTED OTHERWISE.

PROVIDE SOUND INSULATION IN ALL WALLS AROUND BATHROOMS.

COORDINATE ALL STOREFRONT HEAD HEIGHTS AND SIZES WITH STOREFRONT SCHEDULE.

A

GENERAL NOTES

BCD

4" 20 GAUGE STEEL STUDS @ 16" O.C. U.N.O.

5/8" GYP. BD.

5 1/

4"


5/8" GYP. BD.

7 1/

4"

6" BATT SOUND INSULATION

WALL TYPES

1 2


5/8" GYP. BD.

34" BATT SOUND INSULATION

RC CHANNEL



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AUGUST 3, 2018

1/4" = 1'-0"A1.21 UPPER FLOOR PLAN

KEYED NOTES

1 EXISTING COLUMNS TO REMAIN.

2 NEW WALL AND FINISHES TO ALIGN WITH EXISTING TO REMAIN.

3 BUILT-IN CASEWORK TO MATCH EXISTING. COORDINATE WITH CABINETMANUFACTURER.

4 PROVIDE SOUND BOARD AROUND WALLS INDICATED.

5 PROVIDE SOUND SEAL AT DOOR.

6 MOP SINK. SEE PLUMBING FOR ADDITIONAL REQUIREMENTS

7 DRIP PAN BENEATH STACKED WASHER/DRYER

8 FLOOR DRAIN WITH TRAP PRIMER. SEE PLUMBING FOR ADDITIONAL REQUIREMENTS.

9 GRAB BARS AS INDICATED.

10 FLOOR FINISH TRANSITION. SEE FINISH SCHEDULE AND FINISH DIAGRAM.

11 BUILT-IN LOCKERS. SEE CABINETRY ELEVATIONS.

N

No. Date

9' - 10"

9' - 0"

9' - 0"

8' - 0"

9' - 10"

5A4.1

4A4.1

3A4.1

Sim

4A4.1

Sim

11

9' - 10"

10' - 6"

9' - 0"

9' - 6"

9' - 0"

9' - 0"

10' - 6"

9' - 0"

9' - 0"

10' - 6"

9' - 0"

9' - 0"

4A4.1

Sim

6A4.1

R 6' -

6"

R 7' - 0"

R 10' - 6"

R 26' - 10"

2' - 1

0 3/

4"

1' - 7"

2' - 0

"

2' - 5 3/4"

3 1/4"

6 1/

4"

H

G

SEE GENERAL NOTES ON SHEET T1.1 FOR ADDITIONAL REQUIREMENTS.

ALL CEILING GRID TO BE CENTERED IN ROOM, U.N.O.

ALL CEILING MOUNTED EQUIPMENT (LIGHT FIXTURES, EXIT SIGNS, MOTION SENSORS, FIRE SPRINKLER HEADS, ETC.) TO BE CENTERED IN ACOUSTICAL PANEL OR GYP. BD. CEILING.

REFER TO DETAILS FOR REQUIRED ANCHORING AND BRACING OF SUSPENDED CEILING SYSTEM

REFER TO DETAILS FOR WALL BRACING OF WALLS NOT EXTENDED TO DECK ABOVE.

REFER TO TOP-OF-WALL DETAILS FOR ALL SMOKE PARTITIONS OR RATED PARTITIONS.

MODIFY EXISTING CEILING GRID & REPLACE PANELS AS NECESSARY.

INSTALL & FINISH NEW CEILING FLUSH WITH ADJACENT EXISTING CEILING.

A

GENERAL NOTES

B

C

D

EFE

F

SYMBOL LEGEND

RECESSED CAN LIGHT FIXTURE

WALL MOUNTED LIGHT FIXTURE

CONTINUOUS LED LIGHT

2 X 4 DIRECT/INDIRECT FLUORESCENT LIGHT

2 X 4 PARABOLIC FLUORESCENT LIGHT

VENTILATION FAN

EXIT SIGN

GYP. BD. CEILING

2' X 2' LAY-IN CEILING GRID



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AUGUST 3, 2018

1/4" = 1'-0"A1.31 UPPER FLOOR REFLECTED CEILING PLAN

KEYED NOTES

1 OPEN CEILING.

N

No. Date

8' - 0

"

3' - 0"

1

GLASS

3' - 0"

GLASS

2

GLASS

TGTG

TG TG

TGTGTG

TG TG

TG

2"7'

- 10"

2"8"

2"

9' - 0

"

1' - 10 3/4" 2" 3' - 0" 2" 1' - 10 3/4"2" 1' - 3" 2" 3' - 0" 2" 1' - 3" 2"

2"8"

2"7'

- 10"

2"

9' - 0

"

8' - 0

"

43

H1 - STORE ROOM LOCKSET WALL BUMPER SOUND SEAL DOOR SILENCER

H2 - PASSAGE LOCKSET DOOR SILENCER CLOSER

H3 - PRIVACY LOCKSET WALL BUMPER

H4 - PRIVACY LOCKSET WALL BUMPER CLOSER SOUND SEAL

H5 - PASSAGE LOCKSET DOOR SILENCER WALL BUMPER

DOOR HARDWARE GROUP

PREHUNG DOOR AND FRAMEAS PER DOOR SCHEDULE

GYPSUM WALLBOARDAS PER PLANS

2 X WALL AS PER PLANS.PROVIDE DOUBLE STUD AT

OPENINGSHIM AS NEEDED TO ALLOWDOOR TO BE HUNG SQUAREAND LEVEL

SCHEDULED STOREFRONT

6" METAL STUDS @ 16" O.C. U.N.O. REFER TO

STRUCTURAL

HEADER AS PER STRUCTURAL

GYP. BD.GYP. BD.GYP. BD.

6" METAL STUDS - REFER TO STRUCT.

GYP. BD.

SCHEDULED STOREFRONT



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AUGUST 3, 2018

DOOR SCHEDULE

DOOR # WIDTH HEIGHTDOOR FRAME

THICKNESS DOOR TYPEHARDWARE

GROUP FIRE RATING REMARKSMATERIAL FINISH MATERIAL FINISH

215 3' - 0" 8' - 0" WOOD STAIN METAL BY MANUF. 1 3/4" 1 H1219 3' - 0" 8' - 0" GLASS BY MANUF. METAL BY MANUF. 1 3/4" 2 H2 PLATE GLASS DOOR. COORDINATE WITH OWNER.222 3' - 0" 8' - 0" GLASS BY MANUF. METAL BY MANUF. 1 3/4" 1 H1 PLATE GLASS DOOR. COORDINATE WITH OWNER.223 3' - 0" 8' - 0" GLASS BY MANUF. METAL BY MANUF. 1 3/4" 3 H2 PLATE GLASS DOOR. COORDINATE WITH OWNER. TEMPERED GLASS TO BE INSTALLED AROUND DOOR.225 3' - 0" 8' - 0" GLASS BY MANUF. METAL BY MANUF. 1 3/4" 2 H5 PLATE GLASS DOOR. COORDINATE WITH OWNER.226 3' - 0" 8' - 0" GLASS BY MANUF. METAL BY MANUF. 1 3/4" 2 H5 PLATE GLASS DOOR. COORDINATE WITH OWNER.228 3' - 0" 8' - 0" WOOD STAIN METAL BY MANUF. 1 3/4" 1 H4229 3' - 0" 8' - 0" GLASS BY MANUF. METAL BY MANUF. 1 3/4" 4 H1 PLATE GLASS DOOR. COORDINATE WITH OWNER. TEMPERED GLASS TO BE INSTALLED AROUND DOOR.230 3' - 0" 8' - 0" GLASS BY MANUF. METAL BY MANUF. 1 3/4" 2 H5 PLATE GLASS DOOR. COORDINATE WITH OWNER.232 3' - 0" 8' - 0" GLASS BY MANUF. METAL BY MANUF. 1 3/4" 2 H5 PLATE GLASS DOOR. COORDINATE WITH OWNER.234 3' - 0" 8' - 0" WOOD STAIN METAL BY MANUF. 1 3/4" 1 H2235 3' - 0" 8' - 0" WOOD STAIN METAL BY MANUF. 1 3/4" 1 H1236 3' - 0" 8' - 0" WOOD STAIN METAL BY MANUF. 1 3/4" 1 H1237 3' - 0" 8' - 0" WOOD STAIN METAL BY MANUF. 1 3/4" 1 H4238 3' - 0" 8' - 0" WOOD STAIN METAL BY MANUF. 1 3/4" 1 H5

1/2" = 1'-0"A2.11 DOOR DIAGRAM

NOTE: ALL DOOR HARDWARE TO BE LEVER TYPE. DOOR HARDWARE TO BE INSTALLED IN ACCORDANCE WITH ANSI 117.1. OWNER TO SELECT FINAL DOOR HARDWARE. ALL DOOR STYLES TO BE SELECTED BY OWNER.

TG = TEMPERED GLASS

1 1/2" = 1'-0"A2.14 INTERIOR DOOR JAMB AND NON-BEARING HEAD

1 1/2" = 1'-0"A2.15 INT WINDOW HEAD

1 1/2" = 1'-0"A2.16 INT WINDOW JAMB

No. Date

NOTE: DOOR STYLES AND HEIGHTS TO MATCH EXISTING SPACE. COORDINATE REQUIREMENTS WITH OWNER.

SOLID BLOCKING REQUIRED FOR GRAB BARS AND TISSUE DISPENSER.

NOTE:

TISSUE DISPENSER.

42" MIN.12" MAX54" MIN.

39" -

41"

39" - 41"

7" - 9" 15" M

IN.

2"

17" -

19"

1 1/2" MIN.

18" M

IN.

33" -

36"

CL

*24" MIN. WHERE WALL SPACE DOES NOT PERMIT A 36" GRAB BAR AS PER ANSI 117.1-2003 SECTION 604.5.2.

SOLID BLOCKING REQUIRED FOR GRAB BARS. GRAB BARS TO SUPPORT 250# FORCE

NOTE:

17" -

19"33

" - 3

6"

12" MIN.

36" MIN.

24" MIN.

24" MIN.*

FLUSH VALVE ON OPEN SIDE OF TOILET.

18"

SOAP DISH.

MIRROR WASTE RECEPTACLE. GRAB BAR.

PARTITION MOUNTED SANITARYNAPKIN DISPOSAL.

PAPER TOWEL DISPENSER. ELECTRIC HAND DRYER.

FIRE EXTINGUISHER CABINET.

CL1 1/2"

TOILET TISSUE DISPENSER.

36"

38"

MAX

. 60"

44"

33" -

36"

34" 44

"

40"M

AX.

7"7" -9"

48"

SOAP DISPENSER.

44"

SANITARY NAPKINDISPENSER.

TOILET TISSUEDISPENSER.

48"

15"

MIN

.

COMBINATION WASTE/TOWEL RECEPTACLE.

MIN. KNEE CLEARANCE.

PROVIDE BLOCKING IN WALL FORATTACHMENT OF VANITY COUNTER.

PROVIDE PROTECTING INSULATION OVERSERVICE AND DRAIN PLUMBING.

34" M

AX.

40" M

AX.

MIN

.9"

17" MIN.

27" M

IN.

8" 3"

15" MIN.18" MIN.

38" -

43"

36" M

AX.

27" M

IN.

MIN

.9"

MAX.6"

MIN.8"

38" -

43"

36" M

AX.

27" M

IN.

32" MIN. CLEARANCE

24" M

AX.

32" MIN. CLEARANCE

MAX

.

VANITY TOP AS PER PLAN.

24" X 48" MIRROR.

COUNTER MOUNTED WASH BASIN WITH ACCESSIBLELAVATORY CONTROLS.

7"27

"

34"

MIN

.

A3.15

Sim

A3.1

4 Sim

2

Sim

1 Sim

A3.1

2 Sim

1

Sim

4

Sim

A3.1

5 Sim



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AUGUST 3, 2018

1/2" = 1'-0"A3.11 WATER CLOSET - SIDE VIEW

1/2" = 1'-0"A3.12 WATER CLOSET - FRONT VIEW

1/4" = 1'-0"A3.13

MOUNTING HEIGHTS AND TOILET ROOMACCESSORIES

1/2" = 1'-0"A3.14 VANITY DETAIL

1/2" = 1'-0"A3.18 DRINKING FOUTAIN SIDE VIEW

1/2" = 1'-0"A3.19 FRONT DRINKING FOUNTAIN

1/2" = 1'-0"A3.110 CLEAR DOORWAY WIDTH - HINGED

1/2" = 1'-0"A3.111 CLEAR DOORWAY WIDTH - MAX. DEPTH

1/2" = 1'-0"A3.15 VANITY ELEVATION

1/2" = 1'-0"A3.16 MAIN FLOOR PLAN - Callout 1

1/2" = 1'-0"A3.17 MAIN FLOOR PLAN - Callout 2

No. Date

2" MAX.

2" MAX.

MAIN RUNNERCROSS RUNNER

PROVIDE VERTICAL STRUT OF CONTINUOUS LENGTH OF CEILING GRID MATERIAL OR OTHER APPROVED LIGHT METAL FRAMING MATERIAL ATTACHED TO MAIN RUNNER AND TO STRUCTURE ABOVE TO COUNTERACT UPLIFTING FORCES OFSPLAYED WIRES.SPLAY WIRES - 12 G.A. @ 12'-0" O.C. IN PLANE

OF EACH RUNNER. TIE BOTH ENDS W/ MIN. 3 TURNS IN 1" OF RUN TYPICAL.

ALL CEILING MOUNTED LIGHT FIXTURES SHALL BE ATTACHED TO SUSPENDED CEILING GRID, INADDITION 12 GA. HANGER WIRES SHALL BE ATTACHED TO THE GRID WITHIN 3" OF EACH CORNER OF THEFIXTURE. TWO ADDITIONAL WIRES SHALL BE CONNECTED TO THE LIGHT HOUSING AND TO THESTRUCTURE ABOVE (THESE WIRES MAY BE SLACK).

WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT, NOR SHALLTHEY BE CLOSER THAN 5" FROM ANY UN-BRACED HORIZONTAL PIPING OR DUCTWORK. A TRAPEZE ORSIMILAR DEVICE SHALL BE USED WHERE OBSTRUCTIONS OCCUR.

VERTICAL WIRES 12 GA. @ 4'-0" O.C.

45 MAX.

45 MAX.45 MAX.

45 MAX.

FASTEN WIRES TO BOTTOM OF TRUST CORD WITH HILTI EYE LAG CEILING HANGER - 1/4" EL WS. OR APPROVED EQUAL.

12'-0" TYP. 12'-0" TYP.

6'-0" MAX.

CROSS RUNNERSMAIN RUNNERS

VERTICALWIRES - 12 GA.

2A4.1

WALL ANGLE8" MAX.

CEILING AREAS OF 144 SQ. FT. OR LESS SURROUNDED BYWALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVESHALL NOT REQUIRE THE DIAGONAL BRACING WIRES.EACH VERTICAL WIRE SHALL BE ATTACHED EACH END WITH MIN.3 TURNS.CEILING GRID SHALL BE INSTALLED LEVEL TO WITHIN1/8" IN 12'.ALL WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT.FOR CEILING AREAS EXCEEDING 1,000 S.F. HORIZONTALRESTRAINT OF THE CEILING TO THE STRUCTURE SHALL BEPROVIDED.

CEILING GRID SHALL BE INSTALLED LEVEL TO WITHIN1/8" IN 12'.LOCAL KINKS OR BENDS SHALL NOT BE MADE IN HANGERWIRES AS A MEANS OF LEVELING MAIN RUNNERS.ALL WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT.A HEAVY DUTY T-BAR SYSTEM SHALL BE USED.THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLESHALL NOT BE LESS THAN 2 INCHES. IN EACH ORTHOGONALHORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALLBE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END INEACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 INCHCLEARANCE FROM THE WALL AND SHALL REST UPON AND BEFREE TO SLIDE ON THE CLOSURE ANGLE.

CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BEINDEPENDENTLY SUPPORTED AND BRACED INDEPENDENTLYOF THE CEILING.SUSPENDED CEILING SHALL BE SUBJECT TO THE SPECIALINSPECTION REQUIREMENTS OF SECTION 1704.SUSPENDED CEILING SHALL BE SUBJECT TO THE SPECIALINSPECTION REQUIREMENTS OF SECTION 1704.CEILING AREAS OF 1000 SQ. FT. OR LESS SURROUNDED BYWALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVESHALL NOT REQUIRE THE DIAGONAL BRACING WIRES.EACH VERTICAL WIRE SHALL BE ATTACHED EACH END WITH MIN.3 TURNS.

ACOUSTICAL CEILING TILES. INSTALL AS PER MANUFACTURER.

LED ROPE LIGHTLIGHT GAUGE METAL FRAMING.

5/8" GYP. BOARD.

FRAMING TO EXTEND TO EXISTING STRUCTURE.

TO R

CPVA

RIES

, REF

ER

9"


LIGHT GAUGE METAL FRAMING.

5/8" GYP. BOARD.

FRAMING TO EXTEND TO EXISTING STRUCTURE.

2' - 1"


LIGHT GAUGE METAL FRAMING.

5/8" GYP. BOARD.

FRAMING TO EXTEND TO EXISTING STRUCTURE. R 0' - 1

1"

FRAMING TO EXTEND TO EXISTING STRUCTURE

5/8" GYP. BOARD. PAINT AS PER OWNER

LIGHT GAUGE METAL FRAMING AT RADIUS INDICATED

5/8" GYP. BOARD. PAINT AS PER OWNER

6"



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AUGUST 3, 2018

3/8" = 1'-0"A4.12 SEISMIC BRACING DETAIL

1/8" = 1'-0"A4.11 SUSPENDED CEILING BRACING

1" = 1'-0"A4.14 SOFFIT DETAIL



No. Date

1" = 1'-0"A4.16 RECEPTION SOFFIT DETAIL

TO REMAINEXISTING CAB. 1' - 0"

FILLER

ETR

TO REMAINEXISTING CAB.

FILLER

ETR

3' - 0

"1'

- 10"

2' - 1

0"2'

- 10"

ADJUSTABLE SHELVES



1' - 10"

FILLER

ETR

2' - 0"

FILLER

10" 1' - 4" 1' - 4" 1' - 4" 1' - 4"

FILLER

FILLER

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

3' - 0

"1'

- 10"

2' - 1

0"

7' - 8

"

5' - 4"

BACKSPLASH TO REMAINNEW BACKSPLASH NEW BACKSPLASH

ADJUSTABLE SHELVES

ADJUSTABLE SHELVES


TO REMAINEXISTING CAB. 2' - 0"

FILLER

10"

1' - 0"

FILLER

1' - 3"1' - 3"

3' - 0

"1'

- 10"

2' - 1

0"

EXISTING PASS-THROUGH & SOUND SHUTTER

EXISTING BACKSPLASH

NEW BACKSPLASH

ADJUSTABLE SHELVES

ADJUSTABLE SHELVES

2' - 1

0"1'

- 10"

3' - 0

"

1' - 4"1' - 4"1' - 2"1' - 4"1' - 4"ETR

6' - 6"

1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 0"8' - 6"

ADJUSTABLE SHELVES

10 1

/2"

6"6"

6"

4"

ADJUSTABLE SHELVES

7' - 8

"

ADJUSTABLE SHELVES

FAUCET & SINK

BACKSPLASH

ADJUSTABLE SHELVES

1' - 8"FILLER

2' - 0"FILLER

1' - 8"1' - 8"3' - 0 1/2"

10' - 1 1/2"

4' - 6

"2'

- 10"

7' - 4

"

1' - 8

"4'

- 2"

5' - 1

0"

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

6' - 8"

2' - 1

0"1'

- 10"

3' - 0

"

7' - 8

"

13' - 8"9' - 0"

1' - 4" 1' - 4" 1' - 4" 1' - 6" 1' - 6" 1' - 4" 1' - 4" 1' - 4" 1' - 4" 1' - 4"

TYP.4"

TYP

.1

1/2"

2' - 4

"

SINKBACKSPLASH

SINKTRASH

10 1

/2"

6"6"

6"1

1/2"

ADJUSTABLE SHELVES

1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6"

1' - 4" 1' - 4" 1' - 4" 1' - 4" 1' - 6" 1' - 6" 1' - 4" 1' - 4" 1' - 4" 1' - 4"

BACKSPLASH

1' - 0

"2'

- 6"3'

- 6"

13' - 5 1/4"

1' - 0

"2'

- 6"3'

- 6"

OPENFILEFILE

1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0"

8' - 0"

2' - 6

"2'

- 6"

5' - 0

"

6" 2' - 11" 3' - 0" 3' - 0" 2' - 11" 6"

12' - 10"

3' - 3

"

WALL BRACKETSFILE OPEN

4' - 0"1' - 4"

6"6"

1' - 4

1/2

"

2' - 6

"

3"1' - 10"3' - 6"

5' - 7"

OPEN

2' - 1" 3' - 5" 6"6' - 0"

2' - 6

"

2' - 0"

1' - 6

"

7 5/

8"7

5/8"2 3/

4"

FILEOPEN

1' - 4

1/2

"6"

6"

2' - 6

"

2' - 0"4' - 2 1/2"1' - 4"7' - 6 1/2"

OPENFILE

6"6"

1' - 4

1/2

"

2' - 6

"

4 1/2"1' - 4"2' - 8 1/4"2' - 0"6' - 4 3/4"

1' - 2

"2'

- 6"3'

- 8"

NOTE: COORDINATE ALL CABINETRY WITH INTERIOR DESIGNER.



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AUGUST 3, 2018

1/2" = 1'-0"A5.115 LAB

1/2" = 1'-0"A5.116 LAB

1/2" = 1'-0"A5.113 STERILIZATION 1

1/2" = 1'-0"A5.114 STERILIZATION 2

1/2" = 1'-0"A5.112 BREAK ROOM CAB.

1/2" = 1'-0"A5.111 TREATMENT BAY CAB.

1/2" = 1'-0"A5.110 RECEPTION DESK

1/2" = 1'-0"A5.19 RECEPTION DESK

1/2" = 1'-0"A5.12 BREAK ROOM LOCKERS

1/2" = 1'-0"A5.11 BREAKROOM BARTOP

1/2" = 1'-0"A5.15 CONSULTATION DESK

1/2" = 1'-0"A5.16 CONSULTATION DESK

1/2" = 1'-0"A5.13 CONSULT./PRIVATE TR SINK CAB.

1/2" = 1'-0"A5.17 DESK

1/2" = 1'-0"A5.18 DESK

1/2" = 1'-0"A5.14 OFFICE NOOK DESK

No. Date

2' - 0

"1'

- 6"

1' - 6

"1'

- 6"

6' - 6

"

1' - 6

"1'

- 6"

1' - 6

"2'

- 0"

6' - 6

"

1' - 3"

1' - 6

"1'

- 6"

1' - 6

"

1' - 3" 1' - 3" 1' - 3"

1' - 6

"1'

- 6"

1' - 6

"2'

- 0"

6' - 6

"

2' - 6

"

1' - 0

"2'

- 6" 3'

- 6"

2' - 6"

1' - 3"

2' - 2 1/2"

2 1/2"1 1/4"

3' - 8

"2'

- 6"

1' - 2

"



PROJECT NUMBER

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REVISIONS:

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AUGUST 3, 2018

1/2" = 1'-0"A5.21 STORAGE SHELVES

1/2" = 1'-0"A5.22 PANTRY SHELVES



1/2" = 1'-0"A5.26 RECEPTION DESK DETAIL

1/2" = 1'-0"A5.27 RECEPTION DESK DETAIL

1/2" = 1'-0"A5.25 OFFICE NOOK DESK DETAIL

No. Date

bountiful orthodontics expansion...bountiful orthodontics expansion 1512 renaissance towne drive,...

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