RFB928300-02 - DHS CHMHI Voldeng Building Remodel - Drawings.pdf

OWNER:

CIVIL ENGINEER

A/E DESIGN TEAM: CONSTRUCTION MANAGER:

KPE ARCHITECTURE-ENGINERING-FORENSICS

1016 LEAVENWORTH STREET

OMAHA, NE 68102

PH: (402) 291-1444

DEPTARTMENT OF ADMINISTRATIVE SERVICES (DAS)

109 SE 13TH STREET

DES MOINES, IA 50319

PH: (515) 322-2893

STORY CONSTRUCTION

2810 WAKEFIELD CIRCLE

AMES, IA 50010

PH: (515) 232-4358

STRUCTURAL ENGINEER:

SNYDER & ASSOCIATES

6809 S. MINNESOTA AVENUE; #203

SIOUX FALLS, SD 57108

PH: (605) 274-3345

SHUCK - BRITSON

400 COURT AVENUE; SUITE 140

DES MOINES, IA 50309

PH: (515) 243-447

FIRE PROTECTION ENGINEER:

SUMMIT FIRE CONSULTING

11 S. 15TH STREET

FARGO, ND 58103

PH: (701) 499-1391

VOLDENG BUILDING

CHEROKEE MENTAL HEALTH INSTITUTE

CHEROKEE, IA 51012

VICINITY MAP

NORTH

ALTERNATE NO. 1: SNOW MELT SYSTEM FOR EXTERIOR RAMP & STAIRS

BASE BID: PROVIDE SNOW MELT SYSTEM PER DRAWINGS.

ALTERNATE: REMOVE SNOW MELT SYSTEM FROM THE PROJECT. REFER TO SHEETS M111,

E110, E111, AND ES01,

G000 COVER SHEET

G001 ABBREVIATIONS & GENERAL NOTES

G002 CODE REVIEW INFORMATION

G003 CODE REVIEW PLAN - BASEMENT LEVEL

G004 CODE REVIEW PLAN - FIRST LEVEL

G005 CODE REVIEW PLAN - SECOND LEVEL

GENERAL

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PROJECT TEAM PROJECT LOCATION

(RFB# 928300-01)

STAMPS

SCHEDULE OF DRAWINGS

SCHEDULE OF ALTERNATES

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DHS CHMHI VOLDENG BUILDING REMODEL (DAS #9283.00)

1251 W. CEDAR LOOP. CHEROKEE, IOWA 51012

CHEROKEE MENTAL HEALTH INSTITUTE

CIVIL

ARCHITECTURAL

STRUCTURAL

MECHANICAL

FIRE PROTECTION

PLUMBINGC100 EXISTING CONDITIONS

C101 SITE REMOVALS

C102 TREE REMOVALS

C200 SITE PLAN

C201 SANITARY SEWER PLAN AND PROFILE

C202 LAYOUT AND GRADING PLAN

C300 FENCING LAYOUT

C301 FENCING DETAILS

AD110 DEMOLITION PLAN - BASEMENT LEVEL

AD111 DEMOLITION PLAN - FIRST LEVEL

AD112 DEMOLITION PLAN - SECOND LEVEL

AD120 FLOOR FINISH DEMOLITION PLAN - BASEMENT LEVEL

AD121 FLOOR FINISH DEMOLITION PLAN - FIRST LEVEL

AD122 FLOOR FINISH DEMOLITION PLAN - SECOND LEVEL

AD130 REFLECTED CEILING DEMOLITION PLAN - BASEMENT LEVEL

AD131 REFLECTED CEILING DEMOLITION PLAN - FIRST LEVEL

AD132 REFLECTED CEILING DEMOLITION PLAN - SECOND LEVEL

A110 FLOOR PLAN - BASEMENT LEVEL

A111 FLOOR PLAN - FIRST LEVEL

A112 FLOOR PLAN - SECOND LEVEL

A120 INTERIOR FINISH PLAN - BASEMENT LEVEL

A121 INTERIOR FINISH PLAN - FIRST LEVEL

A122 INTERIOR FINISH PLAN - SECOND LEVEL

A130 REFLECTED CEILING PLAN - BASEMENT LEVEL

A131 REFLECTED CEILING PLAN - FIRST LEVEL

A132 REFLECTED CEILING PLAN - SECOND LEVEL

A201 EXTERIOR BUILDING ELEVATION

A202 EXTERIOR BUILDING ELEVATION

A401 ENLARGED RESTROOM PLANS

A402 ENLARGED ELEVATOR PLANS

A403 ELEVATOR SECTIONS

A501 INTERIOR ELEVATIONS

A601 DOOR & FRAME SCHEDULE, ELEVATIONS & DETAILS

A602 WINDOW FRAME ELEVATIONS & DETAILS

A603 ROOM FINISH SCHEDULES

S000 GENERAL STRUCTURAL NOTES

S100 RAMP LAYOUT PLANS

S101 RAMP SECTIONS AND RAILING DETAILS

S200 ELEVATOR ADDITION FLOOR PLANS AND SCHEDULES

S201 ELEVATOR ADDITION ROOF PLANS AND SECTION

S300 ELEVATOR ADDITION DETAILS

S301 ELEVATOR ADDITION DETAILS

MP001 GENERAL MECHANICAL NOTES AND SYMBOL LEGEND

MD110 MECHANICAL DEMOLITION PLAN - BASEMENT LEVEL

MD111 MECHANICAL DEMOLITION PLAN - FIRST LEVEL

MD112 MECHANICAL DEMOLITION PLAN - SECOND LEVEL

M110 MECHANICAL PLAN - BASEMENT LEVEL

M111 MECHANICAL PLANS - FIRST LEVEL

M112 MECHANICAL PLAN - SECOND LEVEL

M201 MECHANICAL SCHEDULES AND DETAILS

P110 PLUMBING WASTE AND VENT PLANS - BASEMENT LEVEL

P111 PLUMBING WASTE AND VENT PLANS - FIRST LEVEL

P112 PLUMBING WASTE AND VENT PLANS - SECOND LEVEL

P210 PLUMBING SUPPLY PLANS - BASEMENT LEVEL

P211 PLUMBING SUPPLY PLANS - FIRST LEVEL

P212 PLUMBING SUPPLY PLANS - SECOND LEVEL

P301 PLUMBING SCHEDULES AND DETAILS

FP-01 FLOOR PLAN - BASEMENT LEVEL

FP-02 FLOOR PLAN - FIRST LEVEL

FP-03 FLOOR PLAN - SECOND LEVEL

E001 GENERAL ELECTRICAL NOTES AND SYMBOL LEGEND

E101 ONE LINE DIAGRAMS

ED110 ELECTRICAL DEMOLITION PLAN - BASEMENT LEVEL

ED111 ELECTRICAL DEMOLITION PLAN - FIRST LEVEL

ED112 ELECTRICAL DEMOLITION PLAN - SECOND LEVEL

E110 ELECTRICAL PLAN - BASEMENT LEVEL

E111 ELECTRICAL PLAN - FIRST LEVEL

E112 ELECTRICAL PLAN - SECOND LEVEL

E113 LIGHTING PLAN - BASEMENT LEVEL

E114 LIGHTING PLAN - FIRST LEVEL

E115 LIGHTING PLAN - SECOND LEVEL

E201 ELECTRICAL SITE PLAN

E501 ELECTRICAL SCHEDULES

E601 ELECTRICAL DETAILS

ELECTRICAL

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHINCAL

SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR

UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE.

I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE

STATE OF IOWA.

Signature Date

Printed or typed name: Michael J. McLennan

License number: 06845

My license renewal date is: June 30, 2025

Pages or sheets covered by this seal: A & G Series

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

Signature Date

Printed or typed name: Craig G. German

License number: P17392

My license renewal date is: December 31, 2024

Pages or sheets covered by this seal: S Series

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

Signature Date

Printed or typed name: Darin M. Ligtenberg

License number: P14844

My license renewal date is: December 31, 2024

Pages or sheets covered by this seal: C Series

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

Signature Date

Printed or typed name: Daniel M. Strain

License number: P27000

My license renewal date is: December 31, 2024

Pages or sheets covered by this seal: M & P Series

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

Signature Date

Printed or typed name: Patrick D. Straatmann

License number: P21195

My license renewal date is: December 31, 2023

Pages or sheets covered by this seal: E Series

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

Signature Date

Printed or typed name: Mark A. Sornsin

License number: P25032

My license renewal date is: December 31, 2023

Pages or sheets covered by this seal: FP Series

-0

1-

B

ID

S E

T K

P E

9/01/2023

Sept. 1, 2023

G000 COVER SHEET

G001 ABBREVIATIONS & GENERAL NOTES

G002 CODE REVIEW INFORMATION

G003 CODE REVIEW PLAN - BASEMENT LEVEL

G004 CODE REVIEW PLAN - FIRST LEVEL

G005 CODE REVIEW PLAN - SECOND LEVEL

GENERAL

SCHEDULE OF DRAWINGS

CIVIL

ARCHITECTURAL

STRUCTURAL

MECHANICAL

FIRE PROTECTION

PLUMBINGC100 EXISTING CONDITIONS

C101 SITE REMOVALS

C102 TREE REMOVALS

C200 SITE PLAN

C201 SANITARY SEWER PLAN AND PROFILE

C202 LAYOUT AND GRADING PLAN

C300 FENCING LAYOUT

C301 FENCING DETAILS

AD110 DEMOLITION PLAN - BASEMENT LEVEL

AD111 DEMOLITION PLAN - FIRST LEVEL

AD112 DEMOLITION PLAN - SECOND LEVEL

AD120 FLOOR FINISH DEMOLITION PLAN - BASEMENT LEVEL

AD121 FLOOR FINISH DEMOLITION PLAN - FIRST LEVEL

AD122 FLOOR FINISH DEMOLITION PLAN - SECOND LEVEL

AD130 REFLECTED CEILING DEMOLITION PLAN - BASEMENT LEVEL

AD131 REFLECTED CEILING DEMOLITION PLAN - FIRST LEVEL

AD132 REFLECTED CEILING DEMOLITION PLAN - SECOND LEVEL

A110 FLOOR PLAN - BASEMENT LEVEL

A111 FLOOR PLAN - FIRST LEVEL

A112 FLOOR PLAN - SECOND LEVEL

A120 INTERIOR FINISH PLAN - BASEMENT LEVEL

A121 INTERIOR FINISH PLAN - FIRST LEVEL

A122 INTERIOR FINISH PLAN - SECOND LEVEL

A130 REFLECTED CEILING PLAN - BASEMENT LEVEL

A131 REFLECTED CEILING PLAN - FIRST LEVEL

A132 REFLECTED CEILING PLAN - SECOND LEVEL

A201 EXTERIOR BUILDING ELEVATION

A202 EXTERIOR BUILDING ELEVATION

A401 ENLARGED RESTROOM PLANS

A402 ENLARGED ELEVATOR PLANS

A403 ELEVATOR SECTIONS

A501 INTERIOR ELEVATIONS

A601 DOOR & FRAME SCHEDULE, ELEVATIONS & DETAILS

A602 WINDOW FRAME ELEVATIONS & DETAILS

A603 ROOM FINISH SCHEDULES

S000 GENERAL STRUCTURAL NOTES

S100 RAMP LAYOUT PLANS

S101 RAMP SECTIONS AND RAILING DETAILS

S200 ELEVATOR ADDITION FLOOR PLANS AND SCHEDULES

S201 ELEVATOR ADDITION ROOF PLANS AND SECTION

S300 ELEVATOR ADDITION DETAILS

S301 ELEVATOR ADDITION DETAILS

MP001 GENERAL MECHANICAL NOTES AND SYMBOL LEGEND

MD110 MECHANICAL DEMOLITION PLAN - BASEMENT LEVEL

MD111 MECHANICAL DEMOLITION PLAN - FIRST LEVEL

MD112 MECHANICAL DEMOLITION PLAN - SECOND LEVEL

M110 MECHANICAL PLAN - BASEMENT LEVEL

M111 MECHANICAL PLANS - FIRST LEVEL

M112 MECHANICAL PLAN - SECOND LEVEL

M201 MECHANICAL SCHEDULES AND DETAILS

P110 PLUMBING WASTE AND VENT PLANS - BASEMENT LEVEL

P111 PLUMBING WASTE AND VENT PLANS - FIRST LEVEL

P112 PLUMBING WASTE AND VENT PLANS - SECOND LEVEL

P210 PLUMBING SUPPLY PLANS - BASEMENT LEVEL

P211 PLUMBING SUPPLY PLANS - FIRST LEVEL

P212 PLUMBING SUPPLY PLANS - SECOND LEVEL

P301 PLUMBING SCHEDULES AND DETAILS

FP-01 FLOOR PLAN - BASEMENT LEVEL

FP-02 FLOOR PLAN - FIRST LEVEL

FP-03 FLOOR PLAN - SECOND LEVEL

E001 GENERAL ELECTRICAL NOTES AND SYMBOL LEGEND

E101 ONE LINE DIAGRAMS

ED110 ELECTRICAL DEMOLITION PLAN - BASEMENT LEVEL

ED111 ELECTRICAL DEMOLITION PLAN - FIRST LEVEL

ED112 ELECTRICAL DEMOLITION PLAN - SECOND LEVEL

E110 ELECTRICAL PLAN - BASEMENT LEVEL

E111 ELECTRICAL PLAN - FIRST LEVEL

E112 ELECTRICAL PLAN - SECOND LEVEL

E113 LIGHTING PLAN - BASEMENT LEVEL

E114 LIGHTING PLAN - FIRST LEVEL

E115 LIGHTING PLAN - SECOND LEVEL

E201 ELECTRICAL SITE PLAN

E501 ELECTRICAL SCHEDULES

E601 ELECTRICAL DETAILS

ELECTRICAL

ABATEMENT

AB110 ABATEMENT PLAN - BASEMENT LEVEL

AB111 ABATEMENT PLAN - FIRST LEVEL

AB112 ABATEMENT PLAN - SECOND LEVEL

Printed or typed name: Michael J. McLennan

License number: 06845

My license renewal date is: June 30, 2025

Pages or sheets covered by this seal: A & G Series, (Except for

Sheets AB110, AB111 & AB112, see sheets for designer information)

1. UPGRADE GWB TO TILE BACKER (MR GWB) WHERE CALLED FOR BY SPEC.

SECTION 09 29 00 AND WHERE DRAWINGS CALL FOR ADHERED TILE

VENEER.

2. EXTEND FIRE RATED WALL CONSTRUCTION BEHIND RECESSED OR BUILT-

IN EQUIPMENT SUCH AS FIRE EXTINGUISHER CABINETS (FEC), ELECTRICAL

WATER COOLERS (EWC), ELECTRIC PANELS, ETC., UNLESS OTHERWISE

NOTED.

3. PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES AND

SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL

CASEWORK AND OF ALL FLOOR MOUNTED OR SUSPENDED MECHANICAL,

ELECTRICAL OR EQUIPMENT.

4. WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL AND PLUMBING

ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED

TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL

PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE

FIRE, SMOKE, AND / OR ACOUSTICAL ISOLATION OF SPACES WITH

APPROPRIATE FIRESTOP MATERIAL.

5. COORDINATE METAL STUD GAUGE WITH PRE-APPROVED EQUIPMENT

ANCHORAGE. WHERE A DISCREPANCY OCCURS, THE MORE STRINGENT

REQUIREMENT SHALL GOVERN.

6. WHERE COLUMN FURRING STUDS EXCEED THE MANUFACTURER'S

RECOMMENDATION LIMITING HEIGHTS, STUDS SHALL BE BRACED BACK

TO THE STRUCTURE AS REQUIRED.

7. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL, TELEPHONE, OR OTHER

OUTLETS, EXCEPT WHERE SPECIFICALLY SHOWN. AT ACOUSTICALLY

SENSITIVE AREAS, SUCH AS CLASSROOMS, OFFSET OUTLETS IN

OPPOSITE SIDES OF THE WALL BY AT LEAST TWO STUD CAVITIES.

8. WALL BASE NOT SHOWN ON WALL TYPES FOR CLARITY.

9. WHERE 'SEALANT' IS INDICATED ON WALL TYPES, PROVIDE ACOUSTIC

(SOUND) SEALANT AT NON-RATED WALLS AND FIRE-RATED SEALANT AT

RATED WALLS AS REQUIRED BY FIRE RATING TEST NUMBER.

10. PROVIDE SOUND INSULATION AS REQUIRED TO MEET STC RATING

INDICATED ON WALL TYPE. PROVIDE SOUND INSULATION IN WALLS

AROUND THE FOLLOWING SPACES: CLASSROOMS, CONFERENCE ROOMS,

OFFICES, COMMUNICATION AND ELECTRICAL ROOMS, MECHANICAL

ROOMS, AND TOILETS. SOUND INSULATION IS NOT REQUIRED IN CALLS

WITH CASED OPENINGS OR OTHER UNENCLOSED OPENINGS. SOUND

INSULATION IS NOT REQUIRED ABOVE-CEILING WALL CAVITIES LOCATED

OVER DOORS AND BORROWED LITES.

INTERIOR PARTITION NOTES:

1. THE TRADE CONTRACTOR SHALL PERFORM ALL TESTS AS SPECIFIED OR AS NECESSARY TO DEMONSTRATE COMPLETE AND

SATISFACTORY INSTALLATIONS OF ALL SYSTEMS PROVIDED UNDER THIS CONTRACT.

2. VERIFY MECHANICAL, PLUMBING AND ELECTRICAL CONDITIONS FOR SCOPE AND INTERFACE. TRADE CONTRACTOR SHALL COORDINATE LOCATION FOR ALL MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH GENERAL CONSTRUCTION. REVIEW

ANY DISCREPANCIES WITH ARCHITECT PRIOR TO INSTALLATION AND/OR FABRICATION.

3. PRIOR TO BIDDING, TRADE CONTRACTOR SHALL VISIT THE SITE AND REVIEW CONDITIONS. TRADE CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS FOR WORKABILITY, ADJACENT CONDITIONS, EFFECTS AND ACCESSIBILITY. TRADE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO ORDERING RELATED MATERIALS OF CONSTRUCTION.

4. PROTECT ALL SITE LOCATIONS THAT ARE NOT DESIGNATED FOR REMOVAL. ANY DAMAGE CAUSED BY THE TRADE

CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE TRADE CONTRACTOR'S EXPENSE.

5. TRADE CONTRACTOR SHALL CONTACT THE ARCHITECT THROUGH THE CM BY USING PROCORE, IN THE EVENT THAT

UNFORESEEN CONDITIONS ARE ENCOUNTERED.

6. PROVIDE WOOD BLOCKING BEHIND ALL WALL STOPS, FINISH TRIM, BUILDING HARDWARE AND TOILET ACCESSORIES TO BE MOUNTED ON WALLS. PROVIDE CONTINUOUS WOOD BLOCKING HORIZONTALLY AND VERTICALLY, BEHIND ALL WALL HUNG EQUIPMENT, ACCESSORIES, COUNTERS AND ANY OTHER BUILDING MATERIALS REQUIRING ANCHORING TO WALLS, CEILINGS AND FLOORS. VERIFY WITH ALL TRADES FOR THESE ITEMS PRIOR TO COVERING THE STRUCTURE.

7. AREAS NOTED AS N.I.C. ARE NOT IN CONTRACT.

8. ALL MATERIALS SHALL BE NEW UNLESS SPECIFICALLY NOTED OTHERWISE.

9. ALL MECHANICAL OPENINGS AND OTHER OPENINGS OR PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO

MAINTAIN RATINGS.

10. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES.

11. WHERE FIRE EXTINGUISHER CABINETS OCCUR IN GWB/METAL STUD PARTITIONS, PROVIDE AND INSTALL GWB ENCLOSURE

BEHIND FIRE EXTINGUISHER CABINET TO PROVIDE CONTINUOUS SOUND BARRIER (OR IF THE WALL IS A FIRE WALL, TO

PROVIDE A CONTINUOUS FIRE BARRIER.)

12. ALL STUDS SHALL BE HELD AT LEAST 1/4" AWAY FROM STRUCTURAL STEEL COLUMNS.

13. IN SOME INSTANCES, THERMAL AND SOUND BATT INSULATION HAS BEEN OMITTED FROM THE DETAILS FOR CLARITY. SEE

WALL TYPES.

14. ALL CEILING HEIGHTS LISTED ON THE REFLECTED CEILING PLANS ARE FROM THE FINISH FLOOR OF THE LISTED ROOM UNLESS

NOTED OTHERWISE. BULKHEADS ARE TYPICALLY 2" BELOW ATC, UNLESS DETAILED OTHERWISE. SEE REFLECTED CEILING

PLANS AND SECTIONS FOR ADDITIONAL DETAILS.

15. ALL ANGLES ON PLAN ARE 90 DEGREES OR 45 DEGREES UNLESS NOTED OTHERWISE.

16. WHERE WALL TYPES ARE INDICATED ON LARGE SCALE PLAN DETAILS, NOT ALL STUDS AND/OR FURRING ARE SHOWN ON THE

DETAIL, IN SOME INSTANCES, FOR CLARITY. CONTRACTOR SHALL FRAME USING NORMAL FRAMING METHODS AND SHALL ALSO

COMPLY WITH THOSE OUTLINED IN THE SPECIFICATIONS.

17. WHENEVER THE TRADE CONTRACTOR ENCOUNTERS A MATERIAL THAT COULD POSSIBLY BE ASBESTOS OR CONTAIN ASBESTOS IN THE AFFECTED AREA, THE TRADE CONTRACTOR SHALL STOP WORK IN THE AFFECTED AREA AND CONTACT THE ARCHITECT IMMEDIATELY FOR DIRECTION. DO NOT DISTURB THE MATERIAL IN ITS LOCATION. TRADE CONTRACTORS SHALL AND MUST COORDINATE REMOVAL OF ANY ITEMS SUSPECTED OF CONTAINING ASBESTOS WITH THE OWNER.

18. PROVIDE METAL FURRING AND GYPSUM WALLBOARD (GWB) AS REQUIRED TO CONCEAL ELECTRICAL, MECHANICAL AND PLUMBING IN OCCUPIED ROOMS. PROVIDE CHASES IN CORNERS FOR VERTICAL RUNS. COORDINATE ACTUAL LOCATIONS

WITH ARCHITECT AND WITH SCOPE OF WORK, REGARDLESS IF SHOWN ON THE PLANS.

19. PROTECT ALL EXISTING SURFACES, MATERIALS AND EQUIPMENT SHOWN TO REMAIN. TRADE CONTRACTOR SHALL BE

RESPONSIBLE TO REPAIR / REPLACE ANY DAMAGED SURFACES, EQUIPMENT AND MATERIALS.

20. PROVIDE SEALANT AT ALL VERTICAL AND HORIZONTAL JOINTS BETWEEN DISSIMILAR MATERIALS, I.E. WHERE DRYWALL ABUTS

MASONRY, HOLLOW METAL FRAME PERIMETER AND AS SPECIFIED OR AS DETAILED.

21. IT IS THE INTENT OF THIS TRADE CONTRACT THAT ALL AREAS AFFECTED BY CONSTRUCTION BE A FINISHED AND COMPLETE PROJECT. TRADE CONTRACTOR SHALL PATCH, REPAIR AND ADJUST AS REQUIRED TO ACHIEVE A FINISHED PRODUCT. TRADE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WORK AFFECTED OR DAMAGED BY DEMOLITION TO MATCH NEW

CONSTRUCTION. FINISH ALL SURFACES IN THEIR ENTIRETY, I.E. CORNER TO CORNER.

22. PROVIDE CONTROL JOINTS IN GWB WALL (BOTH SIDES OF FRAME) ABOVE CORNERS AT ALL THREE SIDED DOOR FRAMES.

CONTROL JOINT SHALL EXTEND TO 4" +/- ABOVE THE CEILING.

23. PROVIDE CONTROL JOINTS IN GWB WALLS AND CEILINGS AT A MAXIMUM SPACING OF 30 FEET IF THERE IS NO PERIMETER

RELIEF. IF THERE IS PERIMETER RELIEF, THE MAXIMUM SPACING CAN BE 50 FEET.

GENERAL NOTES:ABBREVIATIONS:

J

JANITOR JAN.

JOINT JT.

JOIST JST.

JOIST BEARING JST. BRG.

K

KEYBOARD TRAY K.B.

KEYED CONSTRUCTION JOINT K.C.J.

KITCHEN KIT.

L

ANGLE L OR ∠

LANDSCAPE ARCHITECT LA

LAVATORY LAV.

LIGHT LT.

LIGHT WEIGHT LT. WT.

LINEAL/LINEAR FOOT L.F.

LIVE LOAD L.L.

LOCATION LOC.

LONG LEG HORIZONTAL L.L.H.

LONG LEG VERTICAL L.L.V.

LOW POINT LP

M

MANAGEMENT MGMT

MANHOLE M.H.

MANUFACTURER MANF.

MARKERBOARD M.B.

MASONRY MAS

MASONTRY OPENING M.O.

MATERIAL MAT'L

MAXIMUM MAX.

MECHANICAL MECH.

METAL MTL.

MINIMUM MIN.

MIRROR MR

MISCELLANEOUS MISC.

MOP/BROOM HOLDER M.B.H.

MOUNT MT.

MOUNTED MTD.

MULLION MULL.

N

NAPKIN DISPENSER ND

NAPKIN DISPOSAL NDL

NOMINAL NOM.

NOT IN CONTRACT NIC

NOT TO SCALE NTS

NUMBER NO.

O

OCCURRING OCCUR'G

OFFICE OFF.

ON CENTER(S) O.C.

ON CENTER EACH WAY O.C.E.W.

ON CENTER O/C

OPENING OPNG.

OPPOSITE OPP.

OUTSIDE DIAMETER O.D.

OUTSIDE FACE O.F.

OVERFLOW DRAIN O.D.

OVERHEAD OVHD

P

PAINT P

PAIR PR.

PANEL PNL.

PAPER HOLDER PH

PAPER TOWEL DISPENSER P.T.D.

PAPER TOWEL RECEPTACLE P.T.R.

PARTITION PTN.

PAVEMENT PVMT

PERIMETER PERIM.

PLATE PL. OR P

PLASTER PLAS.

PLASTIC LAMINATE PLAM.

PLYWOOD PLYWD.

POLISHED POL.

POLYVINYL CHLORIDE PVC

PORCELAIN TILE PT

PRECAST CONCRETE P.C.

PREFINISHED PF

PROJECT(ION) PROJ.

PROPERTY PROP.

Q

QUARRY TILE Q.T.

R

RADIUS R.

RADIOUS POINT RP

RECESSED REC.

REFERENCE REF.

REFLECTED CEILING PLAN RCP.

REFRIGERATOR REFR.

REINFORCING REINF.

REMOVABLE REM.

REQUIRED REQ'D.

RETURN AIR R.A.

RETAINING RET

RIGHT-OF-WAY R.O.W.

RIM ELEVATION RE

RISER R.

ROOF DRAIN RD

ROOF TOP UNIT RTU

ROOF HATCH R.H.

ROOM RM.

ROUGH OPENING R.O.

RUBBER RUB.

S

SANITARY SEWER SAN

SAW JOINT S.J.

SCHEDULE SCHED.

SEALANT SEAL.

SECTION SECT.

SERVICE SERV.

SHEET VINYL S.V.

SHEATHING SHTH'G

SHEET SHT.

SHEET METAL S.M.

SLAB-ON-GRADE S.O.G.

SOAP DISPENSER SD

SOLID CORE S.C.

SPACE SP.

SPECIFICATIONS SPEC.

SPECIFIED SPEC'D.

SQUARE SQ.

SQUARE FEET S.F.

STAGGERED STAG'D.

STAIN ST

STAINLESS STEEL S.S.

STANDARD STD.

STEEL STL.

STORAGE STOR.

STRUCTURE(AL) STRUCT.

STRUCTURAL GLAZED

FACING TILE S.G.F.T.

SUPPLY AIR S.A.

SURFACE SURF.

SUSPENDED SUSP.

SYMMETRICAL SYM.

T

TACKBOARD TB.

TACK WALL T.W.

TELEPHONE TEL.

TELEPHONE TELE

TELEVISION TV.

TEMPERATURE TEMP.

TERRAZZO TERR.

THICK T.

THICK THK.

THRESHOLD THR.

THROUGH WALL FLASHING T.W.F.

THROUGH THRU

TINTED INSULATING GLASS TIG

TINTED TEMPERED LAMINATED

INSULATING GLASS TTLIG

TOILET TLT.

TOILET PAPER DISPENSER T.P.D.

TONGUE & GROOVE T & G

TOP OF T.O.

TOP OF CURB T.O.C.

TOP OF FOOTING T.O.F.

TOP OF SLOPE TOE

TOP OF STEEL T.O.S.

TOP OF WALL TW

TOPOGRAPHY TOPO.

TOWEL BAR T.B.

TOWEL DISPENSER TD

TOWEL DISPENSER/DISPOSAL TDDL

TREAD T.

TUBE STEEL T.S.

TYPICAL TYP.

DEGREE °

POUND OR NUMBER #

AND &

AT @

A

ANCHOR BOLT A.B.

ABOVE ABV

ABOVE FINISH FLOOR A.F.F.

ACOUSTICAL TILE CEILING ATC

ADJUSTABLE ADJ.

AIR CONDITIONING A/C

AIR HANDLING UNIT AHU

ALIGN AL.

ALTERNATE ALT.

ALUMINUM ALUM.

ANCHOR ANCH.

ANCHOR BOLT AB.

APPROXIMATE(LY) APPROX.

ARCHITECT(URAL) ARCH.

AREA DRAIN A.D.

ASHPALT ASPH.

B

BACK TO BACK B/B

BACK OF CURB B.C.

BASE BID B.B.

BASEMENT BSMT.

BEAM BM

BEARING BRG.

BENCHMARK BMK.

BLOCKING BLKG

BOARD BD.

BOTTOM BOT.

BOTTOM OF B.O.

BOTTOM OF CURB B.O.C.

BOTTOM OF WALL B.O.W.

BRICK EXPANSION JOINT B.E.J.

BUILDING BLDG.

BUILDING LINE B.L.

C

CABINET UNIT HEATER CUH

CANTILEVER CANT.

CARPET CPT.

CAST IN PLACE CIP

CAST IRON CI

CATCH BASIN C.B.

CAVITY CAV.

CEILING CLG.

CEMENT CEM.

CENTER CENT.

CENTER LINE CL

CENTER TO CENTER C/C

CERAMIC TILE CT

CHALKBOARD CB

CLEAN OUT C.O.

CLEAR CLR

CLEAR FLOAT GLASS CFG

CLEAR TEMPERED

INSULATED GLASS CTIG

CLEAR MIRROR GLASS CMG

COLUMN COL.

COMPRESSIBLE COMP.

CONCRETE CONC.

CONCRETE MASONRY UNIT CMU

CONDITION COND.

CONNECT(ION) CONN.

CONSTRUCTION CONST.

CONTINUOUS CONT.

CONTRACTOR CONTR.

CONTROL JOINT C.J.

CORNER GUARD C.G.

CORRIDOR CORR.

CUBICLE CURTAN TRACK C.C.T.

D

DEAD LOAD D.L.

DEEP D

DETAIL DET

DIAGONAL DIAG.

DIAMETER DIA.

DIMENSION DIM.

DISPENSER DISP.

DOOR DR.

DOWN DN.

DOWNSPOUT D.S.

DRAIN TILE DT

DRAWING DWG.

DRINKING FOUNTAIN DF

E

EACH EA.

EACH FACE E.F.

EACH WAY EW

ELECTRIC(AL) ELEC.

ELECTRIC WATER COOLER EWC

ELEVATION EL

ELEVATOR ELEV.

EQUAL EQ.

EQUIPMENT EQUIP.

EXCAVATE EXC.

EXISTING EXIST.

EXISTING EXG.

EXISTING ROOF DRAIN E.R.D.

EXPANSION JOINT EJ

EXPANSION JOINT COVER E.J.C.

EXPOSED EXP.

EXTERIOR EXT.

F

FABRIC WALL COVERING FWC

FEET FT.

FIBERGLASS REINFORCED PANEL FRP

FINISH FIN.

FINISHED FLOOR F.F.

FINISH FLOOR ELEVATION F.F.E.

FIRE ALARM F.A.

FIRE EXTINGUISHER F.E.

FIRE EXTINGUISHER CABINET F.E.C.

FIRE HOSE CABINET F.H.C.

FIRE HYDRANT FH

FIREPROOF(ING) FRPF.

FIRE RATED GLASS CERAMIC FRGC

FIRE RATED, SAFETY RATED

GLASS CERAMIC FRSRGC

FLASHING FLASH'G

FLEXIBLE FLEX.

FLOOR FL.

FLOOR DRAIN FD

FLOORING FLG.

FOLDING PANEL PARTITION F.P.P.

FOOTING FTG.

FOUNDATION FDN.

FRAME FR.

FURRING FUR'G

FIELD VERIFY F.V.

FIXTURE FIXT.

G

GALVANIZED GALV.

GAUGE GA.

GLASS FIBER REINFORCED

GYPSUM G.F.R.G.

GLU-LAM BEAM G.L.B.

GRAB BAR GB

GRADE GR

GRANULAR GRAN.

GROUND FACE CONCRETE

MASONRY UNIT GFCMU

GUTTER G.

GYPSUM WALLBOARD GWB

GYPSUM GYP.

H

HAND DRYER H.D.

HANDICAPPED HC

HARDWARE HDWE

HEIGHT HT.

HEAVY CLEAR TEMPERED

GLASS HCTG

HIGH H.

HIGH POINT HP

HOLLOW CORE HC

HOLLOW METAL H.M.

HORIZONTAL HORIZ.

I

INCH IN.

INFORMATION INFO

INSIDE/INTERIOR DIAMETER I.D.

INSIDE FACE I.F.

INSULATION INSUL.

INTERIOR INT.

INVERT ELEVATION I.E.

INSULATED TRANSLUCENT

PANEL SYSTEM I.T.P.S.

U

UNDERGROUND UG

UNDERGROUND ELECTRICAL UGE

UNDERGROUND TELEPHONE UGT

UNIT HEATER UH

UNLESS NOTED OTHERWISE U.N.O.

URINAL UR.

UTILITY UTIL.

V

VERTICAL VERT.

VESTIBULE VEST.

VINYL VIN.

VINYL BASE VB

VINYL COMPOSITION TILE VCT

VINYL WALL COVERING VWC

VISUAL DISPLAY BOARD V.D.B.

W

WAINSCOT WSCT.

WALL COVERING WC

WALL HYDRANT WH

WALL PROTECTION PANEL WPP

WASTE RECEPTACLE WR

WATER CLOSET W.C.

WEIGHT WT.

WELDED WIRE FABRIC WWF

WIDE FLANGE WF.

WIDE W.

WINDOW WIN.

WITH W/

WITHOUT W/O

WIRE GLASS WG

WOOD WD.

WOOD BASE WB

WORKING POINT WP

Y

YARD YD.

YARD HYDRANT Y.H.

DETAIL

REFERENCE SYMBOLS:

DOOR OPENING

WINDOW OPENING

HEIGHT ELEVATION

ROOM NAME AND NUMBER

detail number sheet where detail is found detail number sheet where detail is found

ELEVATION

DETAIL

NORTH ARROW

A

WALL TYPE

KEYNOTE -

SEE SHEET FOR

DESCRIPTION

COLUMN LINE

T.O. MASONRY

EL. = #'-#"

B

C

D

R

ROOM NAME

ROOM #

A#-#

A#-#

REFERENCE

WALL SECTION

A#-#

BUILDING

SECTION

REFERENCE

A#-#

MATERIALS:

ACOUSTICAL TILE

CERAMIC OR QUARRY TILE

COMPRESSIBLE FILLER

STEEL

BATT OR LOOSE INSULATION

GYPSUM BOARD OR PLASTER

EARTH

CUT STONE

MASONRY UNIT

CONCRETE

CONCRETE MASONRY

GRANULAR FILL

DIMENSION LUMBER

CARPET

ROOF OR RIGID INSULATION

CAULKING OR SEALANT

PARTICLE BOARD

FINISH WOOD

PLYWOOD

MORTAR NET

STRUCTURAL DECK

CEILING LINE - WHERE OCCURS

5/8" TYPE X GWB BOTH SIDES

FLOOR LINE

NON-FIRE RATED PARTITION

SOUND INSULATION - WHERE

OCCURS

A

3 5/8" NON-LOAD BEARING METAL STUDS @ 16" OC W/ 5/8" TYPE X

GWB BOTH SIDES & SOUND INSULATION UP TO STRUCTURE.

A1

3 5/8" NON-LOAD BEARING METAL STUDS @ 16" OC W/ 5/8" TYPE X

GWB BOTH SIDES UP TO STRUCTURE.

SEAL - BOTH SIDES OF WALL

SEAL - BOTH SIDES OF WALL

A6

6" NON-LOAD BEARING METAL STUDS @ 16" OC W/ 5/8" TYPE X GWB

BOTH SIDES & SOUND INSULATION UP TO STRUCTURE.

A7

6" NON-LOAD BEARING METAL STUDS @ 16" OC W/ 5/8" TYPE X GWB

BOTH SIDES UP TO STRUCTURE.

STC RATING - 48 TEST: RAL-TL-11-068

STC RATING - 40 TEST: USG-860808

A

A1

STRUCTURAL DECK

CEILING LINE - WHERE OCCURS

5/8" TYPE X GWB BOTH SIDES

FLOOR LINE

1-HR. FIRE RATED PARTITION

UL DESIGN NO. U419

SOUND INSULATION - WHERE OCCURS

B

3 5/8" NON-LOAD BEARING METAL STUDS @ 16" OC W/ 5/8" TYPE X

GWB BOTH SIDES & SOUND INSULATION UP TO STRUCTURE.

B1

3 5/8" NON-LOAD BEARING METAL STUDS @ 16" OC W/ 5/8" TYPE X

GWB BOTH SIDES UP TO STRUCTURE.

FIRE STOP BOTH SIDES OF WALL

(FIRE AND/OR SMOKE WALL)

FIRE STOP BOTH SIDES OF WALL

(FIRE AND/OR SMOKE WALL)

STC RATING - 49 TEST: SA-870-717

STC RATING - 40 TEST: USG-860808

B

B1

B6

6" NON-LOAD BEARING METAL STUDS @ 16" OC W/ 5/8" TYPE X GWB

BOTH SIDES & SOUND INSULATION UP TO STRUCTURE.

B7

6" NON-LOAD BEARING METAL STUDS @ 16" OC W/ 5/8" TYPE X GWB

BOTH SIDES UP TO STRUCTURE.

STRUCTURAL DECK

SOUND INSULATION

5/8" GWB

FLOOR LINE

FACE OF COLUMN OR WALL - WHERE

OCCURS (NEW OR EXISTING)

NON-RATED STUD FURRING

D

3 5/8" NON-LOAD BEARING METAL STUDS @ 16" OC UP TO

STRUCTURE W/ 5/8" GWB ONE SIDE W/ SOUND INSULATION.

SEAL - TOP OF WALL

SEAL - BOTTOM OF WALL

D6

6" NON-LOAD BEARING METAL STUDS @ 16" OC UP TO STRUCTURE

W/ 5/8" GWB ONE SIDE W/ SOUND INSULATION.

D1

3 5/8" NON-LOAD BEARING METAL STUDS @ 16" OC UP TO

STRUCTURE W/ 5/8" GWB ONE SIDE.

D7

6" NON-LOAD BEARING METAL STUDS @ 16" OC UP TO STRUCTURE

W/ 5/8" GWB ONE SIDE.

CEILING LINE - WHERE OCCURS

COORD. W/ FLOOR PLAN

D2

2 1/2" NON-LOAD BEARING METAL STUDS @ 16" OC UP TO

STRUCTURE W/ 5/8" GWB ONE SIDE.

STRUCTURAL DECK

SOUND INSULATION

5/8" GWB

FLOOR LINE

FACE OF COLUMN OR WALL - WHERE

OCCURS (NEW OR EXISTING)

NON-RATED STUD FURRING

E

3 5/8" NON-LOAD BEARING METAL STUDS @ 16" OC UP TO

STRUCTURE W/ 5/8" GWB ONE SIDE UP TO 6" ABOVE CEILING W/

SOUND INSULATION.

SEAL - BOTTOM OF WALL

E6

6" NON-LOAD BEARING METAL STUDS @ 16" OC UP TO STRUCTURE

W/ 5/8" GWB ONE SIDE UP TO 6" ABOVE CEILING W/ SOUND

INSULATION.

E1

3 5/8" NON-LOAD BEARING METAL STUDS @ 16" OC UP TO

STRUCTURE W/ 5/8" GWB ONE SIDE UP TO 6" ABOVE CEILING.

E7

6" NON-LOAD BEARING METAL STUDS @ 16" OC UP TO STRUCTURE

W/ 5/8" GWB ONE SIDE UP TO 6" ABOVE CEILING.

CEILING LINE - WHERE OCCURS

COORD. W/ FLOOR PLAN

E2

7/8" NON-LOAD BEARING METAL HAT CHANNEL @ 16" OC UP TO

STRUCTURE W/ 5/8" GWB ONE SIDE UP TO 6" ABOVE CEILING.

STRUCTURAL DECK

CEILING LINE - WHERE OCCURS

5/8" TYPE X GWB BOTH SIDES

FLOOR LINE

1-HR. FIRE RATED PARTITION

SOUND INSULATION - WHERE OCCURS

C

3 5/8" NON-LOAD BEARING METAL STUDS @ 16" OC W/ 5/8" TYPE X

GWB BOTH SIDES, 1/2" FIRE RATED PLYWOOD ON CORRIDOR OF

SIDE OF WALL & SOUND INSULATION UP TO STRUCTURE.

C1

3 5/8" NON-LOAD BEARING METAL STUDS @ 16" OC W/ 5/8" TYPE X

GWB BOTH SIDES, 1/2" FIRE RATED PLYWOOD ON CORRIDOR OF

SIDE OF WALL UP TO STRUCTURE.

FIRE STOP BOTH SIDES OF WALL

(FIRE AND/OR SMOKE WALL)

FIRE STOP BOTH SIDES OF WALL

(FIRE AND/OR SMOKE WALL)

STC RATING - 49 TEST: SA-870-717

STC RATING - 40 TEST: USG-860808

C

C1

C6

6" NON-LOAD BEARING METAL STUDS @ 16" OC W/ 5/8" TYPE X GWB

BOTH SIDES, 1/2" FIRE RATED PLYWOOD ON CORRIDOR OF SIDE OF

WALL & SOUND INSULATION UP TO STRUCTURE.

C7

6" NON-LOAD BEARING METAL STUDS @ 16" OC W/ 5/8" TYPE X GWB

BOTH SIDES, 1/2" FIRE RATED PLYWOOD ON CORRIDOR OF SIDE OF

WALL UP TO STRUCTURE.

1/2" FIRE RATED PLYWOOD ON

CORRIDOR OF SIDE OF WALL

B.O. STRUCTURAL

DECK

FIRE STOP AT TOP WALL

5/8" TYPE-X GWB

2 1/2" C-H METAL STUD

1" GWV LINER PANEL

FIRE STOP AT WALL TRANSITION

CORRIDOR SIDEROOM SIDE

EXISTING WALL THICKNESS &

CONSTRUCTION VARIES

1-HR FIRE RATED SHAFT WALL UL DESIGN NO. U415, SYSTEM A

0' - 0"

T.O. EXIST. WALL

(VARIES)

CEILING LINE

T h es e p la n s ar e sp ec if ic al ly d es ig n ed f o r co n st ru ct io n b y

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GENERAL INFORMATION:

OWNER:

VOLDENG BUILDING RENOVATIONS

CHEROKEE MENTAL HEALTH INSTITUTE

1251 W. CEDAR LOOP

CHEROKEE, IA 51012

ARCHITECT / ENGINEER:

KPE – ARCHITECTURE ENGINEERING FORENSICS

1016 LEAVENWORTH STREET

OMAHA, NE 68102

APPLICABLE CODES:

2015 INTERNATIONAL BUILDING CODE (IBC) AS ADOPTED BY IOWA ADMINISTRATIVE RULE 661-201 AND 661-301.

2015 INTERNATIONAL FIRE CODE (IFC) AS ADOPTED BY IOWA ADMINISTRATIVE RULE 661-201.

2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) AS ADOPTED BY IOWA ADMINISTRATIVE RULE 661-303.

2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) AS ADOPTED BY IOWA ADMINISTRATIVE RULE 661-301 AND

661-350.

2010 AMERICANS WITH DISABILITIES ACT (ADA) AS ADOPTED BY IOWA ADMINISTRATIVE RULE 661-302.

SMOKE ALARMS / DETECTORS AS ADOPTED BY IOWA ADMINISTRATIVE RULE 661-210.

CARBON MONOXIDE ALARMS AS ADOPTED BY IOWA ADMINISTRATIVE RULE 661-211.

2021 INTERNATIONAL MECHANICAL CODE (IMC) - STATE MECHANICAL CODE AS ADOPTED BY THE DEPARTMENT OF

PUBLIC HEALTH IOWA ADMINISTRATIVE RULE 641-61.

2021 UNIFORM PLUMBING CODE (UPC) - STATE PLUMBING CODE AS ADOPTED BY THE DEPARTMENT OF PUBLIC

HEALTH IOWA ADMINISTRATIVE RULE 641-25.

2020 NATIONAL ELECTRICAL CODE (NEC) - STATE ELECTRICAL CODE AS ADOPTED BY THE STATE ELECTRICAL

LICENSING BOARD IOWA ADMINISTRATIVE RULE 661-504.

*(THE PROJECT IS BEING DESIGNED AS A LEVEL 2 ALTERATION IN ACCORDANCE WITH THE 2015 (IEBC) INTERNATIONAL EXISTING BUILDING CODE. THE ELEVATOR ADDITION IS BEING DEISNED IN ACCORDANCE WITH THE 2015 (IBC)

INTERNATIONAL BUILDING CODE.)

*(THE EXISTING BUILDING IS FULLY SPRINKLED AND WILL BE MODIFIED TO MEET ALL CURRENT CODES.)

2012 IECC:

TABLE C301.1:

CHEROKEE, IOWA IS IN CHEROKEE COUNTY AND IS IN CLIMATE ZONE 6A.

TABLE C402.3:

ATTIC AND OTHER: R-49

MASS: R-13.3 C.I.*

*(R-5.7 C.I. IS ALLOWED TO BE SUBSTITUTED WITH CONCRETE BLOCK WALLS COMPLYING WITH ASTM C90, UNGROUTED OR PARTIALLY GROUTED AT 32 INCHES OR LESS ON CENTER VERTICALLY AND 48 INCHES OR LESS ON CENTER HORIZONTALLY, WITH UNGROUTED CORES FILLED WITH MATERIALS HAVING A MAXIMUM THERMAL

CONDUCTIVITY OF 0.44 BTU-IN/(H-FT(2)-F).

BELOW GRADE WALL: R-5.7 C.I.

UNHEATED SLABS: R-10 FOR 24 INCHES BELOW

OPAQUE DOORS (SWINGING): U = 0.37

VERTICAL FENESTRATION:

FIXED: U = O.36

ENTRANCE DOORS: U = 0.77

SHGC: 0.40

*(REQUIREMENTS FOR THE ELEVATOR ADDITION ONLY.)

2015 IEBC:

DEFINITIONS (IEBC CHAPTER 2):

SECTION 202 GENERAL DEFINITIONS:

ADDITION: AN EXTENSION OR INCREASE IN THE FLOOR AREA, NUMBER OF STORIES, OR HEIGHT OF A BUILDING OR

STRUCTURE.

WORK AREA: THAT PORTION OR PORTIONS OF A BUILDING CONSISTING OF ALL RECONFIGURED SPACES AS INDICATED ON THE CONSTRUCTION DOCUMENTS. WORK AREA EXCLUDES OTHER PORTIONS OF THE BUILDING WHERE INCIDENTAL WORK ENTAILED BY THE INTENDED WORK MUST BE PERFORMED AND PORTIONS OF THE BUILDING WHERE WORK NOT INITIALLY INTENDED BY THE OWNER IS SPECIFICALLY REQUIRED BY THE CODE.

PROVISIONS FOR ALL COMPLIANCE METHODS (IEBC CHAPTER 3):

301.1.2 WORK AREA COMPLIANCE METHOD:

REPAIRS, ALTERATIONS, ADDITIONS, CHANGES IN OCCUPANCY AND RELOCATED BUILDINGS COMPLYING WITH THE APPLICABLE REQUIREMENTS OF CHAPTER 5 THROUGH 13 OF THIS CODE SHALL BE CONSIDERED IN COMPLIANCE WITH

THE PROVISIONS OF THIS CODE.

THIS PROJECT SHALL BE DESIGNED IN COMPLIANCE WITH THIS METHOD.

CLASSIFICATION OF WORK (IEBC CHAPTER 5):

SECTION 504 ALTERATION – LEVEL 2:

504.1 SCOPE:

LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL

EQUIPMENT.

504.2 APPLICATION:

LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 FOR LEVEL 1 ALTERATIONS AS WELL AS

THE PROVISIONS OF CHAPTER 8.

SECTION 507 ADDITIONS:

507.1 SCOPE:

PROVISIONS FOR ADDITIONS SHALL APPLY WHERE WORK IS CLASSIFIED AS AN ADDITION AS DEFINED IN CHAPTER 2.

507.2 APPLICATION:

ADDITIONS TO EXISTING BUILDINGS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 11.

ALTERATIONS – LEVEL 1 (IEBC CHAPTER 7):

701.2 CONFORMANCE:

AN EXISTING BUILDING OR PORTION THEREOF SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS

SAFE THAN ITS EXISTING CONDITION.

SECTION 702 BUILDING ELEMENTS AND MATERIALS:

702.1 INTERIOR FINISHES:

ALL NEWLY INSTALLED INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH CHAPTER 8 OF THE

INTERNATIONAL BUILDING CODE.

702.2 INTERIOR FLOOR FINISH:

NEW INTERIOR FLOOR FINISH, INCLUDING NEW CARPETING USED AS AN INTERIOR FLOOR FINISH MATERIAL, SHALL

COMPLY WITH SECTION 804 OF THE INTERNATIONAL BUILDING CODE.

SECTION 703 FIRE PROTECTION:

703.1 GENERAL:

ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF FIRE PROTECTION PROVIDED.

SECTION 704 MEANS OF EGRESS:

704.1 GENERAL:

ALTERTIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF PROTECTION PROVIDED FOR THE MEANS

OF EGRESS.

SECTION 705 ACCESSIBILITY:

705.1 GENERAL:

A FACILITY THAT IS ALTERED SHALL COMPLY WITH THE APPLICABLE PROVISIONS IN SECTION 705.1.1 THROUGH 705.1.14, AND CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE UNLESS IT IS TECHNICALLY INFEASIBLE. WHERE COMPLIANCE WITH THIS SECTION IS TECHNICALLY INFEASIBLE, THE ALTERATION SHALL PROVIDE ACCESS TO THE

MAXIMUM EXTENT THAT IS TWCHNICALLY FEASIBLE.

A FACILITY THAT IS CONSTRUCTED OR ALTERED TO BE ACCESSIBLE SHALL BE MAINTAINED ACCESSIBLE DURING

OCCUPANCY.

EXCEPTIONS:

1. ACCESSIBLE MEANS OF EGRESS REQUIRED BY CHAPTER 10 OF THE INTERNATIONAL BUILDING CODE ARE NOT

REQUIRED TO BE PROVIDED IN EXISTING FACILITIES.

SECTION 708 ENERGY CONSERVATION:

708.1 MINIMUM REQUIREMENTS:

LEVEL 1 ALTERATIONS TO EXISTING BUILDINGS OR STRUCTURES ARE PERMITTED WITHOUT REQUIRING THE ENTIRE BUILDING OR STRUCTURE TO COMPLY WITH THE ENERGY REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE OR INTERNATIONAL RESIDENTIAL CODE. THE ALTERATIONS SHALL CONFORM TO THE ENERGY REQUIEMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE OR INTERNATIONAL RESIDENTIAL CODE AS

THEY RELATE TO NEW CONSTRUCTION ONLY.

ALTERATIONS – LEVEL 2 (IEBC CHAPTER 8):

801.2 ALTERATION LEVEL 1 COMPLIANCE:

IN ADDITION TO THE REQUIREMENTS OF THIS CHAPTER, ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF

CHAPTER 7.

801.3 COMPLIANCE:

ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES SHALL COMPLY WITH THE

REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.

SECTION 803 BUILDING ELEMENTS AND MATERIALS:

803.1 SCOPE:

THE REQUIREMENTS OF THIS SECTION ARE LIMITED TO WORK AREAS IN WHICH LEVEL 2 ALTERATIONS ARE BEING

PERFORMED AND SHALL APPLY BEYOND THE WORK AREA WHERE SPECIFIED.

803.2 VERTICAL OPENINGS:

EXISTING VERTICAL OPENINGS SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 803.2.1, 803.2.2 AND 803.2.3.

803.2.1 EXISTING VERTICAL OPENINGS:

ALL EXISTING INTERIOR OPENINGS CONNECTING TWO OR MORE FLOORS SHALL BE ENCLOSED WITH APPROVED ASSEMBLIES HAVING A FIRE-RESISTANCE-RATING OF NOT LESS THAN 1 HOUR WITH APPROVED OPENING

PROTECTIVES.

803.2.2 SUPPLEMENTAL SHAFT AND FLOOR OPENING ENCLOSURE REQUIREMENTS:

WHERE THE WORK AREA ON ANY FLOOR EXCEEDS 50 PERCENT OF THAT FLOOR AREA, THE ENCLOSURE REQUIREMENTS OF SECTION 803.2 SHALL APPLY TO VERTICAL OPENINGS OTHER THAN STAIRWAYS THROUGHOUT

THE FLOOR.

803.2.3 SUPPLEMENTAL STAIRWAY ENCLOSURE REQUIREMENTS:

WHERE THE WORK AREA ON ANY FLOOR EXCEEDS 50 PERCENT OF THAT FLOOR AREA, STAIRWAYS THAT ARE PART OF THE MEANS OF EGRESS SERVING THAT WORK AREA SHALL, AT A MINIMUM, BE ENCLOSED WITH SMOKE-TIGHT

CONSTRUCTION ON THE HIGHEST WORK AREA FLOOR AND ALL FLOORS BELOW.

803.4 INTERIOR FINISH:

THE INTERIOR FINISH OF WALLS AND CEILINGS IN EXITS AND CORRIDORS IN ANY WORK AREA SHALL COMPLY WITH

THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.

803.5 GUARDS:

803.5.1 MINIMUM REQUIREMENT:

EVERY PORTION OF A FLOOR, SUCH AS A BALCONY OR A LOADING DOCK, THAT IS MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW AND IS NOT PROVIDED WITH GUARDS, OR THOSE IN WHICH THE EXISTING GUARDS ARE

JUDGED TO BE IN DANGER OF COLLAPSING, SHALL BE PROVIDED WITH GUARDS.

SECTION 804 FIRE PROTECTION:

804.1.1 CORRIDOR RATINGS:

WHERE AN APPROVED AUTOMATIC SPRINKLER SYSTEM IS INSTALLED THROUGHOUT THE STORY, THE REQUIRED FIRE- RESISTANCE RATING FOR ANY CORRIDOR LOCATED ON THE STORY SHALL BE PERMITTED TO BE REDUCED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. IN ORDER TO BE CONSIDERED FOR A CORRIDOR RATING REDUCTION, SUCH SYSTEM SHALL PROVIDE COVERAGE FOR THE STAIRWAY LANDINGS SERVING THE FLOOR AND THE

INTERMEDIATE LANDINGS IMMEDIATELY BELOW.

804.2 AUTOMATIC SPRINKLER SYSTEM:

THE EXISTING BUILDING HAS AN AUTOMATIC SPRINKLER SYSTEM.

804.4 FIRE ALARM AND DETECTION:

AN APPROVED FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS 804.4.1 THROUGH 804.4.3.

WHERE AUTOMATIC SPRINKLER PROTECTION IS PROVIDED IN ACCORDANCE WITH 804.2 AND IS CONNECTED TO THE

BUILDING FIRE ALARM SYSTEM, AUTOMATIC HEAT DETECTION SHALL NOT BE REQUIRED.

AN APPROVED AUTOMATIC FIRE DETECTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF

THIS CODE AND NFPA 72.

804.4.1.4 GROUP I-3:

A FIRE ALARM SYSTEM SHALL BE INSTALLED IN WORK AREAS OF GROUP I-3 OCCUPANCIES AS REQUIRED BY THE

INTERNATIONAL FIRE CODE.

SECTION 805 MEANS OF EGRESS:

805.1 SCOPE:

THE REQUIREMENTS OF THIS SECTION SHALL BE LIMITED TO WORK AREAS THAT INCLUDE EXITS OR CORRIDORS SHARED BY MORE THAN ONE TENANT WITHIN THE WORK AREA IN WHICH LEVEL 2 ALTERATIONS ARE BEING PERFORMED, AND WHERE SPECIFIED THEY SHALL APPLY THROUGHOUT THE FLOOR ON WHICH THE WORK AREAS

ARE LOCATED OR OTHERWISE BEYOND THE WORK AREA.

805.3.1 MINIMUM NUMBER:

EVERY STORY UTILIZED FOR HUMAN OCCUPANCY ON WHICH THERE IS A WORK AREA THAT INCLUDES EXITS OR CORRIDORS SHARED BY MORE THAN ONE TENANT WITHIN THE WORK AREA SHALL BE PROVIDED WITH THE MINIMUM NUMBER OF EXITS BASED ON THE OCCUPANCY AND THE OCCUPANT LOAD IN ACCORDANCE WITH THE

INTERNATIONAL BUILDING CODE.

805.4 EGRESS DOORWAYS:

EGRESS DOORWAYS IN ANY WORK AREA SHALL COMPLY WITH SECTIONS 805.4.1 THROUGH 805.4.5.

805.4.2 DOOR SWING:

IN THE WORK AREA AND IN THE EGRESS PATH FROM ANY WORK AREA TO THE EXIT DISCHARGE, ALL EGRESS DOORS SERVING AN OCCUPANT LOAD GREATER THAN 50 SHALL SWING IN THE DIRECTION OF EXIT TRAVEL.

805.4.3 DOOR CLOSING:

IN ANY WORK AREA, ALL DOORS OPENING ONTO AN EXIT PASSAGEWAY AT GRADE OR AN EXIT STAIRWAY SHALL BE

SELF-CLOSING OR AUTOMATIC-CLOSING BY LISTED CLOSING DEVICES.

805.4.5 EMERGENCY POWER SOURCE IN GROUP I-3:

POWER-OPERATED SLIDING DOORS OR POWER-OPERATED LOCKS FOR SWINGING DOORS SHALL BE OPERABLE BY A MANUAL RELEASE MECHANISM AT THE DOOR. EMERGENCY POWER SHALL BE PROVIDED FOR THE DOORS AND LOCKS

IN ACCORDANCE WITH SECTION 2702 OF THE INTERNATIONAL BUILDING CODE.

805.6 DEAD-END CORRIDORS:

DEAD-END CORRIDORS IN ANY WORK AREA SHALL NOT EXCEED 35 FEET.

805.9 HANDRAILS:

805.9.1 MINIMUM REQUIREMENTS:

EVERY REQUIRED EXIT STAIRWAY THAT IS PART OF THE MEANS OF EGRESS FOR ANY WORK AREA AND THAT HAS THREE OR MORE RISERS AND IS NOT PROVIDED WITH AT LEAST ONE HANDRAIL, OR IN WHICH THE EXISTING HANDRAILS ARE JUDGED TO BE IN DANGER OF COLLASPING, SHALL BE PROVIDED WITH HANDRAILS FOR THE FULL LENGTH OF THE STAIRWAY ON AT LEAST ONE SIDE. ALL EXIT STAIRWAYS WITH REQUIRED EGRESS WIDTH OF MORE

THAN 66 INCHES SHALL HAVE HANDRAILS ON BOTH SIDES.

805.11 GUARDS:

805.11.1 MINIMUM REQUIREMENT:

EVERY OPEN PORTION OF A STAIRWAY, LANDING, OR BALCONY THAT IS MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW AND IS NOT PROVIDED WITH GUARDS, OR THOSE IN WHICH THE EXISTING GUARDS ARE JUDGED TO BE

IN DANGER OF COLLAPSING, SHALL BE PROVIDED WITH GUARDS.

SECTION 806 ACCESSIBILITY:

806.1 GENERAL:

A BUILDING, FACILITY, OR ELEMENT THAT IS ALTERED SHALL COMPLY WITH THIS SECTION AND SECTION 705

SECTION 811 ENERGY CONSERVATION:

811.1 MINIMUM REQUIREMENTS:

LEVEL 2 ALTERATIONS TO EXISTING BUILDINGS OR STRUCTURES ARE PERMITTED WITHOUT REQUIRING THE ENTIRE BUILDING OR STRUCTURE TO COMPLY WITH THE ENERGY REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE OR INTERNATIONAL RESIDENTIAL CODE. THE ALTERATIONS SHALL CONFORM TO THE ENERGY REQUIEMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE OR INTERNATIONAL RESIDENTIAL CODE AS

THEY RELATE TO NEW CONSTRUCTION ONLY.

ADDITIONS (IEBC CHAPTER 11):

1101.1 SCOPE:

AN ADDITION TO A BUILDING OR STRUCTURE SHALL COMPLY WITH THE INTERNATION CODES AS ADOPTED FOR NEW CONSTRUCTION WITHOUT REQUIRING THE EXISTING BUILDING OR STRUCTURE TO COMPLY WITH ANY REQUIREMENTS OF THOSE CODES OR OF THESE PROVISIONS, EXCEPT AS REQUIRED BY THIS CHAPTER. WHERE AN ADDITION IMPACTS THE EXISTING BUILDING OR STRUCTURE, THAT PORTION SHALL COMPLY WITH THIS CODE.

1101.2 CREATION OR EXTENSION OF NONCONFORMITY:

AN ADDITION SHALL NOT CREATE OR EXTEND ANY NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE ADDITION IS BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF

EGRESS, OR THE CAPACITY OF MECHANICAL, PLUMBING OR ELECTRICAL SYSTEMS.

1102.1 HEIGHT LIMITATIONS:

NO ADDITION SHALL INCREASE THE HEIGHT OF AN EXISTING BUILDING BEYOND THAT PERMITTED UNDER THE APPLICABLE PROVISIONS OF CHAPTER 5 OF THE INTERNATIONAL BUILDING CODE FOR NEW BUILDINGS.

1102.2 AREA LIMITATIONS:

NO ADDITION SHALL INCREASE THE AREA OF AN EXISTING BUILDING BEYOND THAT PERMITTED UNDER THE APPLICABLE PROVISIONS OF CHAPTER 5 OF THE INTERNATIONAL BUILDING CODE FOR NEW BUILDINGS UNLESS FIRE

SEPERATION AS REQUIRED BY THE INTERNATIONAL BUILDING CODE IS PROVIDED.

1102.3 FIRE PROTECTION SYSTEMS:

EXISTING FIRE AREAS INCREASED BY THE ADDITION SHALL COMPLY WITH CHAPTER 9 OF THE INTERNATIONAL

BUILDING CODE.

1105.1 ACCESSIBILTY MINIMUM REQUIREMENTS:

ACCESSIBILITY PROVISIONS FOR NEW CONSTRUCTION SHALL APPLY TO ADDITIONS. AN ADDITION THAT AFFECTS THE ACCESSIBILITY TO, OR CONTAINS AN AREA OF, PRIMARY FUNCTION SHALL COMPLY WITH THE REQUIREMENTS OF

SECTIONS 705, 806 AND 906, AS APPLICABLE.

2015 IBC:

*(THE FOLLOWING CODES WILL BE FOR THE ELEVATOR ADDITION.)

USE AND OCCUPANCY CLASSIFICATION (IBC CHAPTER 3):

SECTION 308 INSTITUTIONAL GROUP I:

308.5 INSTITUTIONAL GROUP I-3:

INSTITUTIONAL GROUP I-3 OCCUPANCY SHALL INCLUDE BUILDINGS AND STRUCTURES THAT ARE INHABITED BY MORE THAN FIVE PERSONS WHO ARE UNDER RESTRAINT OR SECURITY. A GROUP I-3 FACILITY IS OCCUPIED BY PERSONS WHO ARE GENERALLY INCAPABLE OF SELF-PRESERVATION DUE TO SECURITY MEASURES NOT UNDER THE

OCCUPANTS CONTROL.

308.5.4 CONDITION 4:

THIS OCCUPANCY CONDITION SHALL INCLUDE BUILDINGS IN WHICH FREE MOVEMENT IS RESTRICTED FROM AN OCCUPIED SPACE. REMOTE-CONTROLLED RELEASE IS PROVIDED TO PERMIT MOVEMENT FROM SLEEPING UNITS, ACTIVITY SPACES AND OTHER OCCUPIED AREAS WITHIN THE SMOKE COMPARTMENT TO OTHER SMOKE

COMPARTMENTS.

BUILDING HEIGHT AND AREAS (IBC CHAPTER 5):

BASIC ALLOWABLE (TABLE 503):

OCCUPANCY TYPE: I-3

CONSTRUCTION TYPE: V-B

ALLOWABLE BUILDING HEIGHT: 60 FEET*

ALLOWABLE # OF STORIES: 2*

ALLOWABLE BUILDING AREA: 18,750 SQUARE FEET (PER FLOOR)*

*(SINCE THE BUILDING HAS AN AUTOMATIC FIRE SPRINKLER SYSTEM)

SECTION 506 BUILDING AREA MODIFICATIONS:

506.1 GENERAL [TOTAL ALLOWABLE AREA] (EQUATION 5-2): (OCCUPANCY I-3)

Aa = At + [NS x If] Aa = 15,000 [5,000 x 0.75] Aa = 15,000 SF + 3,750 = 18,750 SF / PER FLOOR

ALLOWED EXISTING + ADDITION

BUILDING AREA (BASEMENT LEVEL): 18,750 SF 11,888 SF

BUILDING AREA (FIRST LEVEL): 18,750 SF 11,959 SF

BUILDING AREA (SECOND LEVEL): 18,750 SF 11,888 SF

BUILDING AREA (TOTAL): 56,250 SF 35,735 SF

BUILDING HEIGHT IN FEET: 60 FEET 50’-8” FEET

BUILDING HEIGHT IN STORIES: 2 STORIES 3 STORIES*

*(THE EXISTING BUILDING HAS THREE STORIES AND THE ELEVATOR ADDITION WILL HAVE THREE STORIES) *(THE ISSUE W/ THE NUMBER OF ALLOWABE STORIES WAS GRANTED A VARIANCE ON JUNE 15, 2023.)

506.3 FRONTAGE INCREASE: (OCCUPANCY I-3)

506.3.3 AMOUNT OF INCREASE (EQUATION 5-5):

If = [F/P – 0.25] W/30 If = [704/704 – 0.25] 30/30 If = [1.00 – 0.25] (1) If = 0.75 (75% AREA INCREASE DUE TO FRONTAGE INCREASE)

TYPES OF CONSTRUCTION (IBC CHAPTER 6):

CONSTRUCTION TYPE: V-B

STRUCTURAL FIRE RATINGS (TABLE 601):

PRIMARY STRUCTURAL FRAME: 0 HOUR

BEARING WALLS - EXTERIOR: 0 HOUR

BEARING WALLS - INTERIOR: 0 HOUR

NON-BEARING WALLS & PART. - EXT: 0 HOUR

NON-BEARING WALLS & PART. - INT: 0 HOUR

FLOOR CONSTRUCTION 0 HOUR

ROOF CONSTRUCTION 0 HOUR

FIRE AND SMOKE PROTECTION FEATURES (IBC CHAPTER 7):

705 EXTERIOR WALLS: NOT REQUIRED / NOT PROVIDED

706 FIRE WALLS: NOT REQUIRED / NOT PROVIDED

707 FIRE BARRIERS: REQUIRED / PROVIDED WHERE REQUIRED

708 FIRE PARTITIONS: REQUIRED / PROVIDED WHERE REQUIRED

709 SMOKE BARRIERS: NOT REQUIRED / NOT PROVIDED

710 SMOKE PARTITIONS: REQUIRED / PROVIDED WHERE REQUIRED

711 FLOOR AND ROOF ASSEMBLIES: NOT REQUIRED / NOT PROVIDED

712 VERTICAL OPENINGS: NOT REQUIRED / NOT PROVIDED

713 SHAFT ENCLOSURES: REQUIRED / PROVIDED WHERE PROVIDED

714 PENETRATIONS: REQUIRED / PROVIDED WHERE REQUIRED

715 FIRE-RESISTANT JOINT SYSTEMS: REQUIRED / PROVIDED WHERE REQUIRED

716 OPENING PROTECTIVES REQUIRED / PROVIDED WHERE REQUIRED

717 DUCTS & AIR TRANSFER OPENINGS: REQUIRED / PROVIDED WHERE REQUIRED

718 CONCEALED SPACES: NOT REQUIRED / NOT PROVIDED

720 THERMAL & SOUND INSULATION: REQUIRED / PROVIDED WHERE REQUIRED

INTERIOR FINISHES (IBC CHAPTER 8):

INTERIOR FINISHES WILL BE EITHER CLASS A, B OR C.

FIRE PROTECTION SYSTEMS (IBC CHAPTER 9):

903 AUTOMATIC SPRINKLER SYSTEM:

903.2.6 GROUP I:

AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT BUILDINGS WITH A GROUP I FIRE AREA.

THE EXISTING BUILDING HAS AN AUTOMATIC SPRINKLER SYSTEM THAT WILL BE MODIFIED AS REQUIRED FOR THE NEW

WORK.

903.3.1.1 NFPA 13 SPRINKLER SYSTEM:

WHERE THE PROVISIONS OF THIS CODE REQUIRE THAT A BUILDING OR PORTION THEREOF BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH THIS SECTION, SPRINKLERS SHALL BE

INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA13.

906 PORTABLE FIRE EXTINGUISHERS:

PORTABLE FIRE EXTINGUISHERS: REQUIRED / PROVIDED

3,000 SF / UNIT OF A

MAX. TRAVEL = 75 FEET

907 FIRE ALARM AND DETECTION SYSTEMS:

MANUAL FIRE ALARM: REQUIRED / PROVIDED WHERE REQUIRED

AUTOMATIC FIRE ALARM: REQUIRED / PROVIDED WHERE REQUIRED

FACP: REQUIRED / PROVIDED WHERE REQUIRED

REMOTE ANNUNCIATOR PANEL: REQUIRED / PROVIDED WHERE REQUIRED

SMOKE DETECTION: REQUIRED / PROVIDED WHERE REQUIRED

HEAT DETECTION: NOT REQUIRED / NOT PROVIDED

FIRE PUMP: NOT REQUIRED / NOT PROVIDED

BACKUP POWER: NOT REQUIRED / NOT PROVIDED

MEANS OF EGRESS (IBC CHAPTER 10):

SECTION 1004 OCCUPANT LOAD (TABLE 1004.1.2):

NUMBER OF OCCUPANTS (BASEMENT LEVEL): 0 OCCUPANTS*

*(ALL OCCUPANTS ON THIS LEVEL ARE CONSIDERED ACCESSORY OCCUPANTS.)

NUMBER OF OCCUPANTS (FIRST LEVEL): 21 (PATIENTS) OCCUPANTS

13 (STAFF) OCCUPANTS

NUMBER OF OCCUPANTS (SECOND LEVEL): 33 (PATIENTS) OCCUPANTS

2 (STAFF) OCCUPANTS

EGRESS WIDTH REQUIRED: 69 x 0.20* = 13.8 INCHES (32 INCHES MINIMUM)

*(0.20 IS ALLOWED FOR STAIRWAYS IN BUILDINGS EQUIPPED W/ AN AUTOMATIC SPRINKLER SYSTEM.)

EGRESS WIDTH PROVIDED: 4 STAIRS = 128 INCHES

EGRESS WIDTH PROVIDED: 1 RAMP = 48 INCHES

TOTAL EGRESS WIDTH PROVIDED: 176 INCHES

SECTION 1009 ACCESSIBLE MEANS OF EGRESS:

1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED:

ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH THIS SECTION. ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS ARE REQUIRED BT SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE

SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS.

EXCEPTION:

1. ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED TO BE PROVIDED IN EXISTING BUILDINGS.

1009.2 CONTINUITY AND COMPONENTS:

EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY AND SHALL CONSIST OF

ONE OR MORE OF THE FOLLOWING COMPONENTS.

1. EXIT ACCESS STAIRWAYS COMPLYING WITH SECTIONS 1009.3 AND 1019.3 OR 1019.4.

2. ELEVATORS COMPLYING WITH SECTION 1009.4.

3. RAMPS COMPLYING WITH SECTION 1012.

1009.3 STAIRWAYS:

IN ORDER TO BE CONSIDERED PART OF AN ACCESSIBLE MEANS OF EGRESS, A STAIRWAY BETWEEN STORIES SHALL HAVE A CLEAR WIDTH OF 48 INCHES MINIMUM BETWEEN HANDRAILS AND SHALL EITHER INCORPORATE AN AREA OF REFUGE WITHIN AN ENLARGED FLOOR-LEVEL LANDING OR SHALL BE ACCESSED FROM AN AREA OF REFUGE

COMPLYING WITH SECTION 1009.6.

EXCEPTIONS:

1. THE CLEAR WIDTH OF 48 INCHES BETWEEN HANDRAILS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1

OR 903.3.1.2.

2. AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.

1009.4 ELEVATORS:

IN ORDER TO BE CONSIDERED PART OF AN ACCESSIBLE MEANS OF EGRESS, AN ELEVATOR SHALL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF SECTION 2.27 OF ASME A117.1 / CSA B44.

STANDBY POWER SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 27 AND SECTION 3003.