WAUKEE VISTA RETAIL CENTER - CODE ANALYSIS: REQUIREMENTS FOR (TYPE V-B) CONSTRUCTION EXTERIOR BEARING WALLS 0 HOURS INTERIOR BEARING WALLS 0 HOURS EXTERIOR NON-BEARING WALLS 0 HOURS PARTITIONS - PERMANENT 0 HOURS STRUCTURAL FRAME 0 HOURS FLOOR CONSTRUCTION 0 HOURS ROOF CONSTRUCTION 0 HOURS FIRE RESISTANCE RATINGS ON WALL BASED ON FIRE SEPARATION DISTANCE PER TABLE 602 FOR TYPE VB BLDG. OCCUPANCY A & B 10 ≤ X ≤ 30 = 0 PROJECT DESCRIPTION NEW WOOD FRAME CONSTRUCTION /10,807 GROSS S.F. RETAIL BUILDING APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODES OCCUPANCY TYPE: (CHAPTER 3) OCCUPANCY: MIXED: A-2, & B BUILDING HEIGHTS AND AREAS: (CHAPTER 5) ALLOWABLE HEIGHT PER TABLE 504.3: OCCUPANCY (A & B ) MAXIMUM HEIGHT ALLOWED: 60'-0" ACTUAL HEIGHT: 24-0" ALLOWABLE AREA PER TABLE 506.2: OCCUPANCY (A-2 =MOST STRINGENT) MAXIMUM AREA: 24,000 S.F. ACTUAL AREA: 11,7000 GROSS S.F. REQUIRED SEPARATION OF OCCUPANCIES 508.4 1 HOUR SEPARATION IS REQUIRED BETWEEN OCCUPANCIES A & B FOR SPRINKLERED BLDG. TYPES OF CONSTRUCTION: (CHAPTER 6) FIRE AND SMOKE PROTECTION FEATURES: (CHAPTER 7) MAXIMUM AREA OF EXTERIOR WALL OPENING BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION PER TABLE ( 705.8 ): ALLOWABLE AREA: NO LIMIT TYPE V-B BUILDINGS UNPROTECTED SPRINKLERED 25 FT. TO LESS THAN 30 FT. FIRE PROTECTION SYSTEMS: (CHAPTER 9) MEANS OF EGRESS: (CHAPTER 10) DESIGN OCCUPANT LOAD: TO BE DETERMINE PER FUTURE TENANTS NUMBER OF EXITS AND EXIT ACCESS DOORWAYS (SECTION 1006) MINIMUM OF TWO EXITS ARE PROVIDED WHERE THE OCCUPANT LOAD IS 50 OR GREATER. EGRESS ILLUMINATION (SECTION 1008): AS REQUIRED ACCESSIBLE MEANS OF EGRESS WIDTH: (SECTION 1009) AT LEAST ONE ACCESSIBLE MEANS OF EGRESS: 7 PROVIDED AT THE ENTRANCE OF EACH BAY EXIT TRAVEL DISTANCE DOES NOT EXCEED 250 FT (TABLE 1017.2) FOR SPRINKLERED BUILDING ACCESSIBILITY: (CHAPTER 11) BUILDING IS DESIGNED IN ACCORDANCE WITH CHAPTER 11 OF THE 2009 IBC AS WELL AS THE 2010 ADA STANDARDS BUILDING TYPE: V-B, SPRINKLED OCCUPANT LOAD: TO BE DETERMINED PER EACH TENANT FINISH AUTOMATIC SPRINKLER SYSTEM (SECTION 903) PROVIDED THROUGHOUT THE BUILDING FIRE EXTINGUISHERS (SECTION 906) 906.3 (1) NUMBER PROVIDED = (7) 1 ON EACH SUITE *ADDITIONAL FIRE EXTINGUISHERS SHALL BE PROVIDED AS REQUIRED TO FUTURE TENANT LAYOUTS. FIRE ALARM & DETECTION SYSTEM TO BE PROVIDED PER 907 CODE ANALYSIS CONTINUATION ABV. ABOVE ACT ACOUSTIC CEILING TILE ALUM. ALUMINUM APP APPENDIX AWN. AWNING BRG. BEARING BM. BEAM CAB. CABINET C.J. CONTROL JOINT CLG. CEILING C.M.U. CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS CPT. CARPET CSMT CASEMENT C.T. CERAMIC TILE DBL DOUBLE D.H. DOUBLE HUNG DIA. DIAMETER DIM. DIMENSION DR. DOOR D.S. DOWNSPOUT D.W. DISHWASHER EA. EACH EIFS EXTERIOR INSULATION AND FINISH SYSTEM EL. ELEVATION EQ. EQUAL EXT EXISTING EXST. EXISTING F.B.O. FURNISHED BY OWNER F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER FLUOR FLUORESCENT F.R.P.W. FIRE RETARDANT PLYWOOD FTG. FOOTING GALV. GALVANIZED G.F.I. GROUND FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.M. HOLLOW METAL H.V.A.C. HEATING VENTILATING & AIR CONDITIONING HORIZ. HORIZONTAL INSUL. INSULATED/INSULATION LAV. LAVATORY MFR MANUFACTURER M.C. MEDICINE CABINET M.D.O. MEDIUM DENSITY OVERLAY MTL. METAL MIN. MINIMUM N.T.S. NOT TO SCALE O.C. ON CENTER O.H. OVERHEAD O.H.C. OVERHEAD CABINET PED PEDESTAL PNT PAINT PL. PLATE P. LAM PLASTIC LAMINATE P.S.F. POUNDS PER SQUARE FOOT R.D. ROOF DRAIN REF. REFRIGERATOR R.S. ROUGH SAWN S.D. SMOKE DETECTOR SH. SHELF S.F. SQUARE FOOT SL.GL.DR. SLIDING GLASS DOOR SPR. SPRINKLER TEMP. TEMPERED THLD THRESHOLD T.O.F. TOP OF FRAMING TRT. TREATED U.N.O. UNLESS NOTED OTHERWISE VB VINYL BASE VCT VINYL COMPOSITION TILE VERT. VERTICAL W WIDE W/ WITH W.C. WATER CLOSET WD. WOOD WDW. WINDOW W.H. WATER HEATER W.P. WEATHERPROOF W.R. WATER RESISTANT W.S. WIRE SHELF ABBREVIATIONS SECTION DESTINATION SHEET NUMBER DETAIL NUMBER SHEET NUMBER 1 WINDOW TYPE WALL TYPE 1 ELEVATION HEIGHT ELEVATION TYPE SYMBOLS 1 DOOR NUMBER MATERIALS RIGID INSULATION CONCRETE EARTH BRICK CONCRETE BLOCK BATT INSULATION GYPSUM BOARD GRAVEL STEEL OR STEEL STUD WALL PLYWOOD WOOD OR WOOD STUD WALL SOUND INSULATION IN WALL 1605 N. ANKENY BLVD #130 ANKENY, IOWA 50023 PHONE: (515) 965-5336 FAX: (515) 965-5335 [email protected]PROJECT: DATE: DRAWN BY: CHK'D BY: REVISED: PERMIT SET C:\Users\crodriguez\Documents\18-101-Hickman Retail Center R16_crodriguez.rvt 5/1/2018 9:23:22 AM G000 18-101 130 HICKMAN ROAD, WAUKEE, I OWA VISTA DEVELOPMENT CORPORATION WAUKEE VISTA RETAIL CENTER COVER SHEET 4-30-18 CR KC 3-ARCHITECTURE A000 ARCHITECTURAL GENERAL INFORMATION A100 FIRST FLOOR PLAN A101 ROOF PLAN A200 ELEVATIONS A300 BUILDING SECTIONS A500 DETAILS A600 DOOR & FRAME SCHEDULE ARCHITECT: 1605 N. ANKENY BLVD, STE 130 ANKENY, IA 50023 CONTACT: KARL CHAMBERS, CRISTINA L. RODRIGUEZ 515-965-5336 STRUCTURAL ENGINEER: 4717 GRAND AVE. DES MOINES, IA 50312 CONTACT: BRIAN THOMAS 515-975-2269 RAKER RHODES IMPRINT ARCHITECTS PROJECT: ADDRESS: 130 HICKMAN ROAD, WAUKEE, IOWA WAUKEE VISTA COMMERCIAL PARK RETAIL CENTER MECHANICAL / ELECTRICAL ENGINEER: ADDRESS CONTACT: TBD TBD TBD CIVIL ENGINEER: 3501 104TH STREET DES MOINES, IOWA, 50322-3825 CONTACT: 515-276-0217 BISHOP ENGINEERING OWNER: 2400 NW 86TH STREET, SUITE 24 URBANDALE, IOWA, 50322 CONTACT: DEREK TEMPLE 515-778-2601 VISTA DEVELOPMENT CORP. KARL E CHAMBERS I O W A * * 5486 A R C H I C T L I C E N S E D P R O F E S S I A L O N T E I hereby certify that the portion of this technical 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. KARL E. CHAMBERS DATE: Pages or sheets covered by this seal: My license expiration date is : June 30, 2018 4.30.18 G000, A000, A100, A101, A200, A300, A500, A600 S001 STRUCTURAL NOTES S001 STRUCTURAL NOTES S101 FOUNDATION PLAN S101 FOUNDATION PLAN S201 FOUNDATION DETAILS S201 FOUNDATION DETAILS S301 ROOF FRAMING PLAN S301 ROOF FRAMING PLAN S401 FRAMING DETAILS S401 FRAMING DETAILS S402 FRAMING DETAILS S402 FRAMING DETAILS 0-GENERAL G000 COVER SHEET 2- STRUCTURAL
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WAUKEE VISTA RETAIL CENTER - CODE ANALYSIS:
REQUIREMENTS FOR (TYPE V-B) CONSTRUCTIONEXTERIOR BEARING WALLS 0 HOURSINTERIOR BEARING WALLS 0 HOURSEXTERIOR NON-BEARING WALLS 0 HOURSPARTITIONS - PERMANENT 0 HOURSSTRUCTURAL FRAME 0 HOURSFLOOR CONSTRUCTION 0 HOURSROOF CONSTRUCTION 0 HOURS
FIRE RESISTANCE RATINGS ON WALL BASED ON FIRE SEPARATION DISTANCE PER TABLE 602FOR TYPE VB BLDG. OCCUPANCY A & B10 ≤ X ≤ 30 = 0
PROJECT DESCRIPTION
NEW WOOD FRAME CONSTRUCTION /10,807 GROSS S.F. RETAIL BUILDING
APPLICABLE CODES
2015 INTERNATIONAL BUILDING CODES
OCCUPANCY TYPE: (CHAPTER 3)
OCCUPANCY: MIXED: A-2, & B
BUILDING HEIGHTS AND AREAS: (CHAPTER 5)
ALLOWABLE HEIGHT PER TABLE 504.3:
OCCUPANCY (A & B ) MAXIMUM HEIGHT ALLOWED: 60'-0"ACTUAL HEIGHT: 24-0"
ALLOWABLE AREA PER TABLE 506.2:OCCUPANCY (A-2 =MOST STRINGENT)
MAXIMUM AREA: 24,000 S.F.ACTUAL AREA: 11,7000 GROSS S.F.
REQUIRED SEPARATION OF OCCUPANCIES 508.4
1 HOUR SEPARATION IS REQUIRED BETWEEN OCCUPANCIES A & B FOR SPRINKLERED BLDG.
TYPES OF CONSTRUCTION: (CHAPTER 6)
FIRE AND SMOKE PROTECTION FEATURES: (CHAPTER 7)
MAXIMUM AREA OF EXTERIOR WALL OPENING BASED ON FIRE SEPARATION DISTANCE ANDDEGREE OF OPENING PROTECTION PER TABLE (705.8):
ALLOWABLE AREA: NO LIMIT TYPE V-B BUILDINGS UNPROTECTED SPRINKLERED 25 FT. TO LESSTHAN 30 FT.
FIRE PROTECTION SYSTEMS: (CHAPTER 9)
MEANS OF EGRESS: (CHAPTER 10)
DESIGN OCCUPANT LOAD: TO BE DETERMINE PER FUTURE TENANTS
NUMBER OF EXITS AND EXIT ACCESS DOORWAYS (SECTION 1006)MINIMUM OF TWO EXITS ARE PROVIDED WHERE THE OCCUPANT LOAD IS 50 ORGREATER.
EGRESS ILLUMINATION (SECTION 1008): AS REQUIRED
ACCESSIBLE MEANS OF EGRESS WIDTH: (SECTION 1009)AT LEAST ONE ACCESSIBLE MEANS OF EGRESS: 7 PROVIDED AT THE ENTRANCE OFEACH BAY
EXIT TRAVEL DISTANCE DOES NOT EXCEED 250 FT (TABLE 1017.2) FOR SPRINKLEREDBUILDING
ACCESSIBILITY: (CHAPTER 11)
BUILDING IS DESIGNED IN ACCORDANCE WITH CHAPTER 11 OF THE2009 IBC AS WELL AS THE 2010 ADA STANDARDS
BUILDING TYPE: V-B, SPRINKLEDOCCUPANT LOAD: TO BE DETERMINED PER EACH TENANT FINISH
AUTOMATIC SPRINKLER SYSTEM (SECTION 903)PROVIDED THROUGHOUT THE BUILDING
FIRE EXTINGUISHERS (SECTION 906) 906.3 (1)NUMBER PROVIDED = (7) 1 ON EACH SUITE*ADDITIONAL FIRE EXTINGUISHERS SHALL BE PROVIDED AS REQUIRED TO FUTURE TENANTLAYOUTS.
FIRE ALARM & DETECTION SYSTEM TO BE PROVIDED PER 907
I hereby certify that the portion of this technical submission described belowwas 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.
KARL E. CHAMBERS DATE:
Pages or sheets covered by this seal:My license expiration date is : June 30, 2018
4.30.18
G000, A000, A100, A101, A200, A300, A500, A600
S001 STRUCTURAL NOTES
S001 STRUCTURAL NOTES
S101 FOUNDATION PLAN
S101 FOUNDATION PLAN
S201 FOUNDATION DETAILS
S201 FOUNDATION DETAILS
S301 ROOF FRAMING PLAN
S301 ROOF FRAMING PLAN
S401 FRAMING DETAILS
S401 FRAMING DETAILS
S402 FRAMING DETAILS
S402 FRAMING DETAILS
0-GENERAL
G000 COVER SHEET
2- STRUCTURAL
42" 18"
60"
56
"
CLEARFLOOR AREA
TO
P O
F B
AR
33
"-3
6"
MIN.
24"
MIN.
12"
36" MIN.
12" MAX. 42" MIN.
54" MIN.
48
" M
AX
.1
5"
MIN
.
CL7"-9"
MIN
.
18
"4
0 1
/4"
39"-41"
MIN.
24"
Y
NOTE: Y = 48 IN. MIN. W/O CLOSER Y = 54 IN. MIN. W/ CLOSER
MIN.
24"
Y
NOTE: Y = 42 IN. MIN. W/O CLOSER Y = 48 IN. MIN. W/ CLOSER
PULL SIDE
PUSH SIDE
MIN.
X
Y
NOTE: X = 36 IN. MIN. WHEN Y ≥ 60 IN.X = 42 IN. MIN. WHEN Y ≥ 54 IN., BUT < 60
IN.
Y
NOTE: Y = 42 IN. MIN. Y = 48 IN. MIN. W/ CLOSER & LATCH
PULL SIDE
PUSH SIDE
MIN.
22"
MIN.
18"
60
" M
IN.
MIN.
12"
48
" M
IN.
NOTE: 12" SIDE CLEARANCE REQUIREDWHEN DOOR EQUIPED WITHBOTH CLOSER & LATCH
PULL SIDE
PUSH SIDE
MIN.
18"
MIN
.
18
"
FACE OF SIGNAGE
CENTERED ONTACTILE CHARACTERS
AREA OFREFUGE
AREA OFREFUGE
48
" M
IN.
60
" M
AX
.
**TACTILE LETTERS 5/8" MINIMUM IN HEIGHT
CLE
AR
48
" M
IN.
CLEAR
30" MIN.
TO FINISHED SURFACE15" MIN.
TO
RIM
34
" M
AX
.
40
" M
AX
.
34
" M
AX
.
17" MIN.
6" MAX.
8" MIN.
CLEAR AREA
9"
MIN
.
17
"-1
9"
CLE
AR
48
" M
IN.
CLEAR
30" MIN. 6" MAX. 8" MIN.
27
" M
IN.
TO
BU
BB
LE
R
36
" M
AX
17"-19"
X >
27
"
4" MAX.
X ≥
80
"
27
" M
AX
.
CL
EA
RA
NC
E
X <
80
"
15
" M
IN.
48
" M
AX
.
CLEAR FLOOR AREA
48"
CLE
AR
FL
OO
R A
RE
A
30
"
20" MAX.
48
" M
AX
.
>20"-25" MAX.
44
" M
AX
.
27
" M
IN.
28
"-3
4"
27
" M
AX
.
28
"-3
4"
MAX.
10"
15
" M
IN.
48
" M
AX
.
MAX.
10"
34
" M
AX
.
48
" M
AX
.
10"-24" MAX.
34
" M
AX
.
46
" M
AX
.
CLEAR FLOOR AREA
30"
MAX.
10"
CLE
AR
FL
OO
R A
RE
A
48
"
48"
36
"
SE
AT
WA
LL
CO
NT
RO
LW
ALL
MAX.
18"
GRAB BAR
4"
MA
X.
SHOWER HEAD
30
"
TYPICAL
60"
CO
NT
RO
LW
ALL
BACK WALL
HE
AD
EN
DW
ALL
MIN
.
12
"
MIN
.
24
"
MAX.12"
MIN.
24"
MAX.
24"
GRAB BARGRAB BAR
30
"
LENGTH OF TUB + SEAT + 12"
SE
AT
12"
CO
NT
RO
LW
ALL
BACK WALL
HE
AD
EN
DW
ALL
12" 15"
24
"
GRAB BAR
42" GRAB BAR
10" 46"
8"
30
"
28" 4"
8"
30
"
24" GRAB BAR
30
"8
"
TUB
DEPTH OF
6" 6"
6"
38
"
30
"8
"
TUB
DEPTH OF
30
"8
"
SHOWER
DEPTH OF
8"
30
"
SHOWER
LENGTH OF
8"
6"
24
"
SHOWER
DEPTH OF
33
"-3
6"
8"-
10
"
MAX.12"
MAX.
15"
THIS DATA IS PROVIDED AS AN ADDITIONAL RESOURCE TO THE TEAM OF OWNER, CLIENT, ARCHITECT, ENGINEER, AND SPECIFICALLY,CONTRACTOR. THIS IS A TOOL TO APPRISE ALL PARTIES OF GENERAL ACCESSIBLE CONDITIONS AS PUBLISHED PER THE "ICC ANSIA117.1-2009 ACCESSIBILE AND USABLE BUILDINGS AND FACILITIES". THE DIAGRAMS ARE VERBATIM DUPLICATIONS OF THE STANDARDSAND ARE NOT INDICATIVE OF ALL CONDITIONS AND CERTAINLY DO NOT FULLY REPRESENT THE ENTIRETY OF THE WRITTEN GUIDELINESAS CONTAINED IN THE STANDARDS. THIS DATA IS IN SUPPORT OF GENERAL ARCHITECTURAL AND ENGINEERING DOCUMENTATION,WHICH IS INTENDED TO BE CONSISTENT WITH ACCESSIBLE CONDITIONS. THIS DATA IS PROVIDED TO ACT AS AN ADDED SAFEGUARD TOFULLY FAMILIARIZE THE TEAM WITH EXPECTATIONS ASSOCIATED WITH THE 2009 ANSI STANDARDS AND TO ASSIST THE TEAM INACHIEVING FULLY ACCESSIBLE CONDITIONS AS REQUIRED BY CIVIL LAW. WE ENCOURAGE THE DETAILED REVIEW BY OWNER ANDCONTRACTOR.
2009 ANSI A117.1 STANDARDS GENERAL NOTES:
MA
X.
1/2
"
MA
X.
1/4
"
1/4
"1
/4"
MA
X. M
AX
.
1/2
"
2
1
MA
X.
1/2
"
2
1
1/4
"-1
/2"
36" MIN.
X >
24
"
X >
15
"
60" MIN.
9"
MAX.
6"
30
" M
IN.
17"-25"
ELEVATION PLAN
27
" M
IN.
8" MIN.
9"
MIN
.
11" MIN.
25" MAX.
30
" M
IN.
ELEVATION PLAN
42" MIN.
X < 48"
42" MIN. 36" MIN.
X < 48"
36" MIN.
48
" 60
"
180° TURN 180° TURN (EXCEPTION)
18
" R
EC
OM
ME
ND
ED
15
" M
IN.
45
" R
EC
OM
ME
ND
ED
48
" M
AX
.
ENVIRONMENTAL CONTROLSSUCH AS, BUT NOT LIMITED TO,THERMOSTATS AND OTHERHEATING, AIR-CONDITIONING, ANDOTHER MECHANISMS MUST BEPOSITIONED IN ACCESSIBLELOCATIONS.
1/2
"
1/4
"
5"
1. SIGNAGE PROPORTION: LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5AND 1:1 AND A STROKE-WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10.
2. CHARACTER HEIGHT: CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWINGDISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X.LOWER CASE CHARACTERS ARE PERMITTED. 3 INCH MININUM HEIGHT.
3. RAISED AND BRAILLED CHARACTER AND PICTORIAL SYMBOL SIGNS: LETTERS AND NUMERALS SHALL BE RAISED1/32 INCH IN UPPER CASE SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8 INCH HIGH, BUT NO HIGHER THAN 2 INCHES. PICTOGRAMSSHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM.THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6 INCHES MINIMUM IN HEIGHT.
4. FINISH AND CONTRAST: THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHERNON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND - EITHER LIGHTCHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.
5. MOUNTING LOCATION AND HEIGHT: WHERE PERMANENT INDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES,SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NOWALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ONTHE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE FINISH FLOOR TO THECENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAYAPPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHINTHE SWING OF A DOOR.
SIGNAGE GENERAL NOTES:
MIN
.
18
"
3"-
6"
33
"-3
6" 8
"-1
0"
MAX.
24"
MIN.
24"12" MAX.
1. BATHTUB SEAT: AN IN-TUB SEAT OR A SEAT AT THE HEAD OF THE TUB SHALL BE PROVIDED AS SHOWN ABOVE.SEATS SHALL BE MOUNTED SECURELY AND SHALL NOT SLIP DURING USE.
2. SHOWER UNIT: A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 60 INCHES LONG THAT CAN BE USED BOTH AS A FIXEDSHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED.
3. BATHTUB ENCLOSURES: IF PROVIDED, ENCLOSURES FOR BATHTUBS SHALL NOT OBSTRUCT CONTROLS ORTRANSFER FROM WHEELCHAIRS ONTO BATHTUB SEATS OR INTO TUBS. ENCLOSURES ON BATHTUBS SHALL NOTHAVE TRACKS MOUNTED ON THEIR BATHTUB RIMS. (BATHTUB RIMS SHALL BE 17 INCHES TO 19 INCHES MEASUREDFROM FLOOR TO TOP OF RIM.)
BATHTUB GENERAL NOTES:
CL
LOCATIONOF TUBCONTROLS
36
"
MIN.
16"
27" MAX.
AB
OV
E G
RA
B B
AR
48
" M
AX
.
WITH SEAT
CL
33
"-3
6"
38
" M
IN.
48
" M
AX
.
15" MAX. 15" MAX.
MAX.
27"
38
" M
IN.
48
" M
AX
.
38
" M
IN.
48
" M
AX
.
15" MAX.
60"
30
"
INS
IDE
FA
CE
OF
FIN
ISH
30
" M
IN.
SE
AT
WA
LL
SID
E W
AL
L
INSIDE FACE OF FINISH
60" MIN.
6" MAX.
6"
MA
X. IF NO SEAT PROVIDED
6" MAX.
*PROVIDE GRAB BARON SEAT WALL IFNO SEAT PROVIDED
36
"
SID
E W
AL
L
SID
E W
AL
LINSIDE FACE OF FINISH
60" MIN.
6" MAX.
6"
MA
X.
6" MAX.
24"-36"
MIN.
36"
60" MIN.
1. THRESHOLDS: THRESHOLDS IN ROLL-IN-TYPE SHOWER COMPARTMENTS SHALL BE 1/2 INCH MAXIMUM IN HEIGHT IN ACCORDANCE WITHANSI SECTION 303. IN TRANSFER-TYPE SHOWER COMPARTMENTS, THRESHOLDS 1/2 INCH MAXIMUM IN HEIGHT SHALL BE BEVELED,ROUNDED, OR VERTICAL.
2. FLOOR SLOPE: THE MAXIMUM SLOPE OF THE FLOOR SHALL BE 1/4 INCH PER FOOT IN ANY DIRECTION. WHERE DRAINS ARE PROVIDED,GRATE OPENINGS SHALL BE A MAXIMUM OF 1/4 INCH AND LOCATED FLUSH WITH THE FLOOR SURFACE.
3. ENCLOSURES: IF PROVIDED, ENCLOSURES FOR SHOWER STALLS SHALL NOT OBSTRUCT CONTROLS OR OBSTRUCT TRANSFER FROMWHEELCHAIRS ONTO SHOWER SEATS.
308.2.1 FORWARD READ308.2.2 FORWARD REACH @ COUNTER308.3.1 SIDE REACH LIMITS
608.2.1 - TRANSFER TYPESHOWER
607.4.2 - BATHTUB WITHOUT SEAT607.4.1 - BATHTUB WITH SEAT
WATER CLOSET - FRONT WATER CLOSET - SIDE TUB - CONTROL WALL TUB - BACK WALL TUB - SIDE WALL SHOWER - CONTROL WALL SHOWER - BACK WALL SHOWER - SEAT WALL
GRAB BAR REINFORCING
607 - CLEARANCES FOR BATHTUBS
SIGNAGE REQUIREMENTS
302.2 CARPET PILE HEIGHT 303.2 VERTICAL CHANGE IN LEVEL 303.3 BEVELED CHANGES IN LEVEL
302 & 303 - FLOOR SURFACES & CHANGES IN LEVEL
305.7 MANUVERING CLEARANCE IN AN ALCOVE
306.2 TOE CLEARANCE
306.3 KNEE CLEARANCE
403.5.1 CLEAR WIDTH AT 180° TURN
OUTLET, CONTROLS &SWITCH HEIGHT
EXTERIOR DOOR THRESHOLD
EXPOSED PIPES & SURFACES:WATER SUPPLY AND DRAIN PIPESUNDER LAVATORIES AND SINKSSHALL BE INSULATED OR OTHERWISEPROTECTED AGAINST CONTACT.THERE SHALL BE NO SHARP ORABRASIVE SURFACES UNDERLAVATORIES AND SINKS.
CORRUGATED METAL SIDING PANELS1" RIGID INSULATION (R-5)AIR AND VAPOR BARRIER1/2" EXTERIOR SHEATHING2" x 6" WOOD STUDS 16" O.C.R-19 BATT INSULATION5/8" GYPSUM BOARD
N/A
N/A
AP
RO
X.
8 3
/4"
WALL TYPE
*SEE MANUFACTUREINSTALLATION RECOMMENDATION
1 HR
INTERIOR WALL LEGEND - WOOD STUD
5/8" TYPE X GYPSUM BOARD2" x 6" WOOD STUDS16" O.C. w/ BATT INSULATION5/8" TYPE X GYPSUM BOARD
6 3
/4" GA FILE NO.
WP 3660
UL U379 * SEAL ANY PENETRATION W/ FIRECAULK AS REQUIRED
E1
E2
E3
E4
IN1
*DEMISING WALL FOR FUTURESEPARATION
N/A
N/A
N/A
N/A
E1 - 8 = SAME EXTERIOR WALLMATERIAL AS E1 WITH 2X8 WOODSTUD FRAMING (NORTH WALL ONLY).
E2 - 8 = SAME EXTERIOR WALLMATERIAL AS E2 WITH 2X8 WOODSTUD FRAMING (NORTH WALL ONLY).
E3 - 8 = SAME EXTERIOR WALLMATERIAL AS E3 WITH 2X8 WOODSTUD FRAMING (NORTH WALL ONLY).
*WALL TO DECK
GENERAL NOTES:01. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHERDOCUMENTS AND DISCIPLINES.
02. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS.INTERIOR PARTITION DIMENSIONS ARE TYPICALLY INDICATED TO THEFINISH FACE OF WALLS. EXTERIOR DIMENSIONS ARE INDICATED TO FACEOF SHEATHING.
03. EQUIPMENT, FURNITURE OR FIXTURES IN FLOOR PLAN ARE SHOWN FORREFERENCE ONLY. VERIFY TYPE, SIZE AND LOCATION WITH OTHERDISCIPLINES AND OWNER.
04. FOR WALL TYPES NOT SEEN ON PLAN REFER TO WALL SECTIONS ANDDETAILS.
B1 3 5/8" X 3 5/8" X 11 5/8" UTILITY BRICK - FINISH:
B2 3 5/8" X 3 5/8" X 11 5/8" UTILITY BRICK - FINISH:
DS 3X4 DOWNSPOUT SYSTEM
EC E.I.F.S.- COPING: P2
FA FABRIC AWNING W/ ALUM. FRAME
G 3X4 GUTTER SYSTEM
M1 8X8X16 SPLIT FACED CMU BLOCK VENEER
MRT PRE-FINISHED METAL RAKE TRIM
MS1 PRE-FINISHED VEE-RIB METAL SIDING PANEL
P1 E.I.F.S.- FINISH: P1
P2 E.I.F.S.- FINISH: P2
S SIGNAGE BY OWNER
SM SHEET METAL COPING - FINISH:MATCH STOREFRONT
SMF SHEET METAL FLASHING
* EXTERIOR FINISHES TO MATCH EXISTING ADJACENT BUILDINGS.VERIFY EXTERIOR FINISHES W/ OWNER
LEVEL 1100'-0"
T.O. HIGHPARAPET
124'-0"
1448 SF
TENANT C
3
18
'-0
"
C A
A300
4
A300
5
B
TRUSS BRG.116'-0"
REINFORCED CONCRETEFOOTING - SEESTRUCTURAL
REINFORCED CONCRETEFOOTING - SEE
STRUCTURAL
SEE STRUCTURAL FOR ROOFTRUSSES, SIZE AND LAYOUT
E3-8
1/4" 1'-0"
RTU
MIN.2'-0"
4" CONCRETE SLAB, SEESTRUCTURAL
ROOF CONSTRUCTION:-60 MIL SINGLE PLY ROOFING-EPDM-5" RIGID INSULATION (POLYISO, R-28.5)-5/8" ISOLATION BOARD-ROOF TRUSS (SEE STRUCTURAL)
MIN
.2
'-0
"
MIN.2'-0"
2'-0
"
FIXED ROOF ACCESS LADDER/ WWALK-THRU HANDRAIL &
SECURITY BOTTOM CAGE(BEHIND)
PARAPET (BEHIND)
PARAPET (BEHIND)
LEVEL 1100'-0"
T.O. HIGHPARAPET
124'-0"
A
8'-0
"1
6'-0
"
E3-8
1/4" / 1'-0"
TRUSS BRG.116'-0"
E1-8
PRE-ENGINEERED WOODROOF TRUSS, SEE
STRUCTURAL
PRE- FINISHED METALPARAPET CAP SLOPED
TO ROOF
E.I.F.S. COPING
PRE-FINISHEDMETAL FLASHING(SLOPED)
INTERIOR EXTERIOR
A500
3
A500
2
A500
1
-60 MIL SINGLE PLY ROOFING-EPDM-5" RIGID INSULATION (POLYISO, R-28.5)
-5/8" ISOLATION BOARD-PARAPET BRACE, SEE STRUCTURAL.
LEVEL 1100'-0"
T.O. PARAPET121'-8"
A
11
'-8
"1
0'-0
"
ALUMINUM STOREFRONTSYSTEM W/ INSULATEDGLAZING
PLEATEDFABRICAWNING W/ALUMINUMFRAME
TRUSS BRG.116'-0"
INTERIOR EXTERIOR
PRE- FINISHED METAL CAPTO MATCH STOREFRONT
FINISH
1/4" / 1'-0"
PRE-ENGINEERED WOODROOF TRUSS, SEE
STRUCTURAL
HEADER, SEESTRUCTURAL
SF2
A5006
A500
5
A500
4
E2-8
60 MIL SINGLE PLY ROOFING-EPDM-5" RIGID INSULATION (POLYISO, R-28.5)
-5/8" ISOLATION BOARD-PARAPET BRACE, SEE STRUCTURAL.
LEVEL 1100'-0"
T.O. HIGHPARAPET
124'-0"
A
TRUSS BRG.116'-0"
1/4" / 1'-0"
PRE-ENGINEERED WOODROOF TRUSS, SEE
STRUCTURAL
E.I.F.S. COPING
HEADER, SEESTRUCTURAL
ALUMINUMSTOREFRONTSYSTEM W/INSULATED GLAZING
INTERIOR EXTERIOR
E3-8
A500
10
A500
3Sim
A500
11
8'-0
"1
6'-0
"
PRE- FINISHED METALPARAPET CAP SLOPED
TO ROOF
-60 MIL SINGLE PLY ROOFING-EPDM-5" RIGID INSULATION (POLYISO, R-28.5)
-5/8" ISOLATION BOARD-PARAPET BRACE, SEE STRUCTURAL.
LEVEL 1100'-0"
T.O. STRUCTURE118'-0"
C
LOW ROOF118'-0"
4'-0
"
14
'-0
"
TRUSS BRG.116'-0"
A500
8Sim
3X4 MIN. GUTTER &3"X4" MIN. DOWNSPOUT
SYSTEM.
DOOR, SEEDOORSCHEDULE
1/4" / 1'-0"
E4
E2
LEVEL 1100'-0"
8
T.O. PARAPET121'-8"
7'-8
"7
'-0
"3
'-4
"3
'-8
"2
7/8
"
TRUSS BRG.116'-0"
E2
E4
PRE- FINISHED METAL RAKETRIM. *SEE MANUFACTUREINSTALLATIONRECOMMENDATION
DRIVE-THRUWINDOW
PRE-ENGINEERED WOODROOF TRUSS, SEE
STRUCTURAL
HEADER, SEESTRUCTURAL
A500
8
A500
9
A500
7
A500
12
EXTERIORINTERIOR
EXTEND EPDM ROOFMEMBRANE UP &
OVER PARAPET
GENERAL NOTES:01. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHERDOCUMENTS, DISCIPLINES AND SPECIFICATIONS.
02. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS.INTERIOR PARTITION DIMENSIONS ARE TYPICALLY INDICATED TO THE FINISHFACE OF WALLS. EXTERIOR DIMENSIONS ARE INDICATED TO FACE OFSHEATHING.
03. EQUIPMENT IS SHOWN FOR REFERENCE ONLY. SEE MEP FOR RTU ANDADDITIONAL EQUIPMENT LOCATION & SIZES
04.REFER TO A100 WALL LEGEND FOR ADDITIONAL INFORMATION ON WALLCONSTRUCTION.