project: waukee vista commercial park retail center · 2018. 6. 28. · waukee vista retail center...
TRANSCRIPT
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
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
SECTIONDESTINATION
SHEETNUMBER
DETAILNUMBER
SHEETNUMBER
1WINDOW TYPE
WALL TYPE
1
ELEVATION HEIGHTELEVATION TYPE
SYMBOLS
1DOOR NUMBER
MATERIALS
RIGIDINSULATION
CONCRETE
EARTH
BRICK
CONCRETEBLOCK
BATT INSULATION
GYPSUM BOARD
GRAVEL
STEEL OR STEELSTUD WALL
PLYWOOD
WOOD OR WOODSTUD WALL
SOUNDINSULATIONIN WALL
1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]
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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 RHODESIMPRINT ARCHITECTS
PROJECT:
ADDRESS: 130 HICKMAN ROAD, WAUKEE, IOWA
WAUKEE VISTA COMMERCIALPARK 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 ENGINEERINGOWNER:
2400 NW 86TH STREET, SUITE 24
URBANDALE, IOWA, 50322
CONTACT: DEREK TEMPLE
515-778-2601
VISTA DEVELOPMENT CORP.
KARL E
CHAMBERS
IOWA**
5486
ARCHI
CTLI
CEN
SED
PROFESSI AL
ON
TE
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.
SHOWER STALLS GENERAL NOTES:
60
" M
IN.
60" MIN.WID
TH
DO
OR
48
" M
IN.
60" MIN.
WID
TH
DO
OR
48
" M
IN.
WID
TH
DO
OR 60" MIN.
MIN.
18"
MIN.
18"
MIN.
18"
12" MIN.
48
" M
IN.
12" MIN.*
*PROVIDE 12" CLEARANCEIF DOORS EQUIPED WITHBOTH LATCH & CLOSER.
48" M
IN.
DOOR WIDTH PLUS 42"
*
*24" MINIMUM EXTERIOR & 18"MINIMUM INTERIOR BEYOND STRIKEEDGE OF A GATE OR DOOR ON THESIDE TOWARD WHICH IT SWINGS.
1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]
PR
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DATE:DRAWNBY:
CHK'DBY:
REVISED:
PERMIT SET
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4-30-18 RSL ---
CLEAR FLOOR SPACE ATWATER CLOSETS
GRAB BARS & TOILETTISSUE DISPENSERS ATWATER CLOSETS
404.2.4.1 - MANEUVERING CLEARANCES AT DOORS
703.4.2 - LOCATION OFTACTILE SIGNS AT DOORS
703.4.1 - LOCATION OFTACTILE CHARACTERS A.F.F.
606 - LAVATORIES & SINKS CLEARANCES
DRINKING FOUNTAIN/WATERCOOLER CLEARANCES
307.2 WALL PROTRUSION &CEILING CLEARANCES
307.4 HEAD CLEARANCE
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.
607.5 LOCATION OFBATHTUB CONTROLS
608.4.2 STANDARDROLL-IN-TYPE SHOWERCONTROL
608.4.3 ALT. ROLL-IN-TYPESHOWER CONTROL BACKWALL
608.4.3 ALT. ROLL-IN-TYPESHOWER CONTROL SIDEWALL
608.4.1 TRANSFER-TYPESHOWER CONTROLS
608.2.2 STANDARDROLL-IN-TYPE SHOWER
608.2.3 ALTERNATEROLL-IN-TYPE SHOWER
404.2.5 TWO DOORS IN A SERIES
A200
3
A200
4
A200
1
A200
2
5'-8"17'-4"5'-8"19'-4"5'-8"19'-4"5'-8"19'-4"5'-8"19'-4"5'-8"19'-4"5'-8"17'-4"5'-8"
7
7
6
6
5
5
4
4
3
3
2
2
1
1
8
8
10"175'-0"10"
TENANT G
7
TENANT F
6
TENANT E
5
TENANT D
4
TENANT C
3
TENANT B
2
TENANT A
1
E1-810
"4
'-10
"1
0'-0
"5
'-8
"1
0'-0
"5
'-8
"2
3'-10
"5
5/8
"
25
'-6
"3
4'-6
"
10
"
4'-10
"1
0'-0
"5
'-8
"7
'-10
"2
'-4
1/8
"1
4'-0
"2
'-4
1/8
"1
2'-1
1 7
/8"
5 5
/8"
E2
E2
SF3
E2
DRIVE THRUWINDOW
DRIVE THRUWINDOW
6
A300
6
A300
7-B
6-B
5-B
4-B
3-B
2-B
1-B
F.E.C.
F.E.C. F.E.C. F.E.C. F.E.C. F.E.C. F.E.C.
25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0"
CC
AA
5 5/8"
11'-10" 3'-4" 12'-6" 3'-4" 4'-10" 3'-4" 21'-8" 3'-4" 21'-8" 3'-4" 21'-8" 3'-4" 21'-8" 3'-4" 20'-8" 3'-4" 11'-10"5 5/8"
1-A
8
EXIT EXIT EXIT EXIT EXIT EXIT EXIT
SF 1
E1
E1-8 E1-8 E1-8 E1-8 E1-8 E1-8
E1
E1E1
E1
E2 E2 E2 E2 E2 E2
1
A300
2
A300
3
A300
SPRINKLER ROOM
8
BB
E1-8
2-A 3-A 4-A 5-A 6-A 7-A
25
'-6
"3
4'-6
"
SF3
SF3
SF2 SF2 SF 1SF2SF2SF2
FIXED ROOF ACCESSLADDER/ W WALK-THRUHANDRAIL & SECURITY
BOTTOM CAGE
EXTERIOR WALL LEGEND - WOOD STUD
8"X8"X16" SPLIT FACED CMU1" AIR SPACE1" RIGID INSULATIONAIR AND VAPOR BARRIER1/2" EXTERIOR SHEATHING2" x 6" WOOD STUDS 16" O.C.W/ R-19 BATT INSULATION5/8" GYP. BOARD
*SEE MANUFACTURE INSTALLATIONRECOMMENDATION
1'-4
3/8
"
FIRERATING
RATINGSOURCE
NOTEWALL TYPE DESCRIPTION
N/A
3 5/8" UTILITY BRICK1" AIR SPACE1" RIGID INSULATIONAIR AND VAPOR BARRIER1/2"" EXTERIOR SHEATHING2" x 6" WOOD STUDS 16" O.C.R-19 BATT INSULATION5/8" GYP. BOARD
1'-0
3/8
"
N/A
7/8" E.I.F.S. COMMERCIAL FINISH1" 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
8 5
/8"
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.
GENERAL NOTES:
1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]
PR
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CT
:
DATE:DRAWNBY:
CHK'DBY:
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PERMIT SET
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5/1
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:22:3
4 A
M
A100
18-101
130 H
ICK
MA
N R
OA
D, W
AU
KE
E, I O
WA
VIS
TA
DE
VE
LO
PM
EN
T C
OR
PO
RA
TIO
N
WA
UK
EE
VIS
TA
RE
TA
IL C
EN
TE
RF
IRS
T F
LO
OR
PLA
N
4-30-18 CR KC
1/8" = 1'-0"1
FLOOR PLAN
BUILDING AREA (GROSS BUILDING AREA)
LEVEL AREA
LEVEL 1 10807 SF
N
TENANT AREA (RENTABLE BUILDING AREA)
TANANT SPACE Area
SPRINKLER RISER ROOM 80 SF
TENANT A 1577 SF
TENANT B 1452 SF
TENANT C 1532 SF
TENANT D 1532 SF
TENANT E 1532 SF
TENANT F 1532 SF
TENANT G 1570 SF
7
7
6
6
5
5
4
4
3
3
2
2
1
1
8
8
1/4
" / 1
'-0
"
1/4
" / 1
'-0
"
CC
AA
RT
U
RT
U
RT
U
RT
U
RT
U
RT
U
RT
U
ROOF CONSTRUCTION:
-60 MIL SINGLE PLY ROOFING-EPDM-5" RIGID INSULATION (POLYISO, R-28.5)-5/8" ISOLATION BOARD-ROOF TRUSS (SEE STRUCTURAL)
PRE-FINISHED 3"X4" MIN.GUTTER SYSTEM
PR
E-F
INIS
HE
D M
ET
AL
RA
KE
TR
IMP
RE
-FIN
ISH
ED
ME
TA
L C
OP
ING
PRE-FINISHED METAL COPINGPRE-FINISHED METAL COPINGTO MATCH STOREFRONT
PRE-FINISHED METAL COPINGPRE-FINISHED METAL COPINGTO MATCH STOREFRONT
PRE-FINISHED METAL COPING
PR
E-F
INIS
HE
D M
ET
AL
RA
KE
TR
IMP
RE
-FIN
ISH
ED
ME
TA
L C
OP
ING
DS. DS. DS. DS. DS. DS.
1/4
" / 1
'-0
"
1
A300
3
A300
BB
PRE-FINISHED METAL COPINGTO MATCH STOREFRONT
PRE-FINISHED METAL COPING
DS. DS.
ROOF PARAPET BRACE- SEE STRUCTURAL
FIXED ROOF ACCESSLADDER/ W WALK-THRUHANDRAIL & SECURITYBOTTOM CAGE
ROOF PARAPET BRACE- SEESTRUCTURAL
ROOF PARAPET BRACE- SEESTRUCTURAL
14
'-0
"
ROOF PLAN NOTE:
01. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, DISCIPLINES AND SPECIFICATIONS.
02. 3X4 MIN. GUTTER & 3"X4" MIN. DOWNSPOUT SYSTEM.
03. EQUIPMENT IS SHOWN FOR REFERENCE ONLY. SEE MEP FOR RTU ANDADDITIONAL EQUIPMENT LOCATION & SIZES
04. CONTRACTOR TO PROVIDE ROOF WALK PADS AS REQUIRED.
05.
1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]
PR
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CT
:
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
PERMIT SET
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5/1
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:26:4
6 A
M
A101
18-101
130 H
ICK
MA
N R
OA
D, W
AU
KE
E, I O
WA
VIS
TA
DE
VE
LO
PM
EN
T C
OR
PO
RA
TIO
N
WA
UK
EE
VIS
TA
RE
TA
IL C
EN
TE
RR
OO
F P
LA
N
4-30-18 CR KC
1/8" = 1'-0"1
ROOF PLAN
N
LEVEL 1100'-0"
7 6 5 4 3 2 18
T.O. PARAPET121'-8"
T.O. HIGHPARAPET
124'-0"
A200
5
1
A300
2
A300
P1
P2 P2
FA
M1
AL
M1
B1P2P2 P1
FA
M1M1
FA
B1P2
M1
P1
P2
FA
M1
B1
FA
M1
P2P1
M1
FA
AL
P2
FA
1-A2-A3-A4-A5-A6-A7-A
SMFSMF
S
SMFSMFSMFSMFSMFSMF
ECEC EC EC
SF2SF2SF 1 SF2 SF2SF2 SF 1
SM
SMSM
LEVEL 1100'-0"
7654321 8
6
A300
6
A300
LOW ROOF118'-0"
1
A300
2
A300
B1B1B1B1B1B1B1
MS1MS1MS1MS1MS1MS1MS1
B2B2B2B2B2B2B2
D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.
PARAPET (BEHIND)
FIXED ROOF ACCESSLADDER/ W WALK-THRUHANDRAIL & SECURITY
BOTTOM CAGE
7-B6-B5-B4-B
3-B
2-B81-B
G
DS
LEVEL 1100'-0"
LEVEL 1100'-0"
T.O. PARAPET121'-8"
T.O. HIGHPARAPET
124'-0"
C A3
A300
MS1
B1
P1P2 P2
M1M1
B2
FA
B
EC
MRT
TRUSS BRG.116'-0"
TRUSS BRG.116'-0"
AL
SF3
SMFSMFSMF
3'-4
"
LEVEL 1100'-0"
T.O. PARAPET121'-8"
T.O. HIGHPARAPET
124'-0"
CA
MS1P1P1 P2 P2P2
AL
FA FA
M1
B1
B2
M1
B
AL
EC
MRT
M1
SF3
SMFSMFSMF
3'-4
"
SF3
SMF
LEVEL 1100'-0"
6 5 4
T.O. HIGHPARAPET
124'-0"
FAFA
P1P2 P2
M1
M1
B1
P2
M1
EC
SM
EC
S S
VERTICAL E.I.F.SEXPANSION REVEAL
VERTICAL E.I.F.SEXPANSION REVEAL
SMF SMF SMF
4-A5-A
ALAL
1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]
PR
OJE
CT
:
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
PERMIT SET
C:\
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5/1
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1:3
3:5
8 A
M
A200
18-101
130 H
ICK
MA
N R
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D, W
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E, I O
WA
VIS
TA
DE
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LO
PM
EN
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OR
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N
WA
UK
EE
VIS
TA
RE
TA
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EN
TE
RE
LE
VA
TIO
NS
4-30-18 ML KC
1/8" = 1'-0"1
NORTH ELEVATION
1/8" = 1'-0"2
SOUTH ELAVATION
1/8" = 1'-0"3
EAST ELEVATION
1/8" = 1'-0"4
WEST ELEVATION
1/4" = 1'-0"5
ENLARGED STOREFTONT
MATERIAL LEGEND
KEY NOTE
AL ALUM. STOREFRONT FRAME - FINISH:
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.
GENERAL SECTION NOTES:
1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]
PR
OJE
CT
:
DATE:DRAWNBY:
CHK'DBY:
REVISED:
PERMIT SET
C:\
Users
\cro
driguez\D
ocum
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\18-1
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driguez.r
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5/1
/2018 9
:23:0
1 A
M
A300
18-101
130 H
ICK
MA
N R
OA
D, W
AU
KE
E, I O
WA
VIS
TA
DE
VE
LO
PM
EN
T C
OR
PO
RA
TIO
N
WA
UK
EE
VIS
TA
RE
TA
IL C
EN
TE
RB
UIL
DIN
G S
EC
TIO
NS
4-30-18 CR KC
1/4" = 1'-0"6
BUILDING SECTION A
1/2" = 1'-0"1
NORTH SECTION THROUGH SPLIT CMU WALL 1/2" = 1'-0"
2NORTH SECTION THROUGH BRICK & STOREFRONT
1/2" = 1'-0"4
NORTH SECTION THROUGH E.I.F.S. & STOREFRONT 1/2" = 1'-0"
5SOUTH BUILDING SECTION
1/2" = 1'-0"3
EAST BUILDING SECTION
T.O. HIGHPARAPET
124'-0"
A
E.I.F.S. COPING
4"
2"
1'-0
"
1"1"1"
6"
4"
PRE- FINISHED METALPARAPET CAP SLOPEDTO ROOF
PARAPET, SEESTRUCTURAL
DOUBLE TOP PLATE,SEE STRUCTURAL
DRIP EDGE
WOOD BLOCKING ASREQUIRED. SLOPE
BACK TO ROOF
1/2" EXTERIORSHEATHING
AIR AND VAPORBARRIER
EXTEND EPDM ROOFMEMBRANE UP & OVER
PARAPET
T.O. BAND 1114'-0"
A
TRUSS BRG.116'-0"
4"
SPLIT FACED CMU ,SEE ELEVATIONS
1"
1" CONTINUOUSRIGID INSULATION
1" AIRSPACE
CONTINUOUS AIR ANDVAPOR BARRIER
PRE-FINISHED MTL.FLASHING (SLOPED)
PERFORATED CASINGBEAD
(3) COATS E.I.F.S. VENEER
E.I.F.S. DRAINAGE MAT
LEVEL 1100'-0"
A
REINFORCEDCONCRETE FOOTING- SEE STRUCTURAL
2" RIGID INSULATIONEXTEND 24" MIN.
HORIZONTALLY ANDVERTICALLY
4" COMPACTEDGRANULAR FILLED
4" CONCRETE SLAB,SEE STRUCTURAL
4" SLOPE GRADE AWAY
FROM BLDG.
THRU WALL FLASHING
LAP AIR AND VAPORBARRIER OVERFLASHING
SPLIT FACED CMU , SEEELEVATIONS
GROUT CAVITY SOLID
1"
1" AIRSPACE
1" CONTINUOUS RIGIDINSULATION
T.O. PARAPET121'-8"
A
6"
4"
CAVITY VENT
UTILITY BRICK, SEEELEVATION
CONTINUOUS AIR ANDVAPOR BARRIER
1" CONTINUOUS RIGIDINSULATION
1" AIRSPACE1"
PRE- FINISHED METAL PARAPETCAP SLOPED TO ROOF
DRIP EDGE
DOUBLE TOP PLATE,SEE STRUCTURAL
EXTEND EPDM ROOFMEMBRANE UP & OVER
PARAPET
AIR AND VAPORBARRIER
1/2" EXTERIORSHEATHING
PARAPET, SEESTRUCTURAL
A
1"
CAVITY DRAINAGENET
HEADER - SEESTRUCTURAL
STEEL ANGLE, SEESTRUCTURAL
CAVITY VENT
PREFINISHED METALFLASHING & DRIP EDGE
UTILITY BRICK,SEE ELEVATION
CORNER BEAD TYP. ATALL OUTSIDE CORNERS
5/8" LAYER OF GYPSUMBOARD RETURN
ALUMINUM STOREFRONTSYSTEM W/ INSULATED GLAZING
1" CONTINUOUS RIGIDINSULATION
1" AIRSPACE
CONTINUOUS AIR ANDVAPOR BARRIER
CONTINOUS SEALANT &SHIM SPACE
LEVEL 1100'-0"
A
REINFORCEDCONCRETE FOOTING -SEE STRUCTURAL
2" RIGID INSULATION EXTEND 24"MIN. HORIZONTALLY AND
VERTICALLY
4" COMPACTED GRANULARFILLED
4" CONCRETE SLAB,SEE STRUCTURAL
ALUMINUM STOREFRONT SYSTEMW/ INSULATED GLAZING
1" RIGIDINSULATION
SHIM SPACE AND CONTINUOUSSEALANT
T.O. BAND 1114'-0"
8
PRE-FINISHED VP BASETRIM TO MATCH MTL.SIDING PANELS
CONTINUOUS AIR ANDVAPOR BARRIER
1" CONTINUOUS RIGIDINSULATION
1" AIRSPACE
VARCO PRUDEN VEE RIBSIDING PANELS
UTILITY BRICK, SEEELEVATION
1"
LEVEL 1100'-0"
8
1"
LAP AIR AND VAPOR BARRIEROVER FLASHING
CAVITY VENT
THRU WALL FLASHING
SLOPE GRADEAWAY FROM BLDG.
GROUT CAVITY SOLID
4" CONCRETE SLAB, SEESTRUCTURAL
4" COMPACTEDGRANULAR FILLED
2" RIGID INSULATION EXTEND24" MIN. HORIZONTALLY AND
VERTICALLY
4"
1" CONTINUOUS RIGIDINSULATION
1" AIRSPACE
A
HEADER - SEESTRUCTURAL
CONTINUOUS AIRAND VAPORBARRIER
1" CONTINUOUSRIGID INSULATION
PREFINISHED METALFLASHING & DRIPEDGE
ALUMINUMSTOREFRONT SYSTEMW/ INSULATED GLAZING
CORNER BEAD TYP. AT ALLOUTSIDE CORNERS
5/8" LAYER OF GYPSUMBOARD RETURN
CONTINOUS SEALANT &SHIM SPACE
(3) COATS E.I.F.S.VENEER
PERFORATED CASINGBEAD
LEVEL 1100'-0"
A
MANUFACTURED THRESHOLDPLATE. SET IN MASTIC, SEALALL JOINTS (MAX. 1/2" RISE)
1" RIGID INSULATION
1/2
"
ALUMINUM DOOR W/INSULATED GLAZING, SEESCHEDULE
2" RIGID INSULATION EXTEND24" MIN. HORIZONTALLY AND
VERTICALLY
4" COMPACTEDGRANULAR FILLED
8
1"
CONTINUOUS AIR ANDVAPOR BARRIER
1" CONTINUOUS RIGIDINSULATION
1" AIRSPACE
UTILITY BRICK, SEEELEVATION
CAVITY DRAINAGE NET
STEEL ANGLE, SEESTRUCTURAL
PREFINISHED METALFLASHING & DRIP EDGE
CAVITY VENT
DRIVE-THRU WINDOW TOBE SELECTED BYCONTRACTOR
SHIM SPACE
SEALANT BOTH SIDES
8
1"1"
DRIVE-THRU WINDOW BYCONTRACTOR
PREFINISHED METAL FLASHING
UTILITY BRICK, SEEELEVATION
CASTSTONE WINDOW SILL
SHIM SPACE
SEALANT BOTH SIDES
DRIP EDGE
1" AIRSPACE
CONTINUOUS AIRAND VAPOR BARRIER
1" CONTINUOUSRIGID INSULATION
1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]
PR
OJE
CT
:
DATE:DRAWNBY:
CHK'DBY:
REVISED:
PERMIT SET
C:\
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\cro
driguez\D
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S
4-30-18 CR KC
1 1/2" = 1'-0"3
PARAPET MTL. CAP DETAIL
1 1/2" = 1'-0"2
E.I.F.S. / SPLIT CMU TRANSITION
1 1/2" = 1'-0"1
SPLIT CMU WALL BASE
1 1/2" = 1'-0"6
PARAPET MTL. @ BRICK
1 1/2" = 1'-0"5
STOREFRONT HEAD @ BRICK
1 1/2" = 1'-0"4
STOREFRONT SILL
1 1/2" = 1'-0"8
BRICK/ MTL. PANEL TRANSITION
1 1/2" = 1'-0"7
BRICK WALL BASE
1 1/2" = 1'-0"11
E.F.I.S. STOREFRONT HEAD
1 1/2" = 1'-0"10
STOREFRONT THRESHOLD DETAIL
1 1/2" = 1'-0"9
PASS THRU- WINDOW HEAD 1 1/2" = 1'-0"
12PASS THRU- WINDOW SILL
12" TYP
26"FACTORY FINISH
ALUMINUM-MILL FINISH
ALUMINUM TUBULARSIDERAIL(6005-T5)
2-1/4" SERRATEDALUMINUM TREAD
(6005-T5)
42" 42"
PLATFORM SURFACEIS TREAD MATERIAL
6"PARAPETLEVEL
26"
13"
4' TYP
(PARAPET PLATFORM & RETURNLADDER ARE OMITTED FOR CLARITY)
3" x 1" x 1/8"
NOTE:ALL BOLTS/FASTENERSNECESSARY TO ANCHORLADDER ARE BY OTHERS.
ASSEMBLY
BRACKETS TO SHIPLOOSE FOR FIELD
*
*
*
X + 17
X
AS REQ'D
WALL HEIGHT( +6" )
20 FT MAX
AS REQ'D
PARAPET
HEIGHT
WALL HEIGHT
7"
BRACKET DETAIL
8-1/2"
24"
4-1/2"
∅9/16"
1/4"
PLAN
3"
22-1/8"
INDIVIDUAL TREAD TESTED AT
LEVEL 1100'-0"
10
'-0
"
2"
3'-1
"
2"
6'-5
"
2"
17'-4"
2"5'-4"
2"
6'-0"
2"
5'-4"2"
2"
2'-7"
2"
2'-7"
2"
6'-0"
2"
2'-7"
2"
2'-7"
2"
LEVEL 1100'-0"
10
'-0
"
10'-0"
2"
3'-1"
2"
3'-2"
2"
3'-1"
2"
2"
3'-1
"
2"
6'-5
"
2" FRAME NOTES:
01. SEE FLOOR PLAN AND ELEVATIONS FOR LOCATION OFFRAMES
02. ALL EXTERIOR GLAZING TO BE INSULATED
03. INCLUDE SAFETY GLAZING AT BOTTOM OF PANEL OFALL STOREFRONTS OR ANY PORTION OF GLAZING BELOW2'-6" FROM FINISH FLOOR LINE.
04. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION.
05. VERIFY ROUGH OPENING SIZES W/ STOREFRONT SHOPDRAWINGS
06. DIMENSIONS SHOWN FOR GENERAL SIZE & INTENT.STOREFRONT MANUFACTURER TO DETERMINE EXACTSIZES/LAYOUT.
FHM - 001 FG
AS
SC
HE
DU
LE
AS SCHEDULE
AS
SC
HE
DU
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AS SCHEDULE
AS
SC
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DU
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AS SCHEDULE
HARDWARE SET:
SET # 1 (PER DOOR):(3) HINGE/ ENTRY LOCKSET/ PANIC BAR/ PULL HANDLE /CLOSER/ (3) SILENCERS
ADDITIONAL NOTES:
*EXTERIOR DOORS SHALL HAVE WEATHER STRIPING TO SEALDOOR
LEVEL 1100'-0"
19'-4"
2" 6'-4"
2"
6'-0"
2"
6'-4" 2"
10
'-0
"
2"
3'-1
"2
"6
'-5
"
2"
2"
3'-1"
2"
3'-1"
2"
6'-0"
2"
3'-1"
2"
3'-1"
2"
1605 N. ANKENY BLVD #130ANKENY, IOWA 50023PHONE: (515) 965-5336FAX: (515) [email protected]
PR
OJE
CT
:
DATE:DRAWNBY:
CHK'DBY:
REVISED:
PERMIT SET
C:\
Users
\cro
driguez\D
ocum
ents
\18-1
01-H
ickm
an R
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il C
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r R
16_cro
driguez.r
vt
5/1
/2018 9
:23:0
6 A
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A600
18-101
130 H
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MA
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AU
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WA
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4-30-18 CR KC
DOOR & FRAME SCHEDULE
DOOR NO.
DOOR FRAME
HDWR REMARKS
SIZE
TYPE MTRL GLAZ TYPE MTRLW HT TK
1-A 6'-0" 7'-0" 1 3/4" FG ALUM Glass -- ALUM 1 INSULATED/ SEE STOREFRONT ELEVATIONS.
1-B 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED
2-A 6'-0" 7'-0" 1 3/4" FG ALUM Glass -- ALUM 1 INSULATED/ SEE STOREFRONT ELEVATIONS.
2-B 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED
3-A 6'-0" 7'-0" 1 3/4" FG ALUM Glass -- ALUM 1 INSULATED/ SEE STOREFRONT ELEVATIONS.
3-B 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED
4-A 6'-0" 7'-0" 1 3/4" FG ALUM Glass -- ALUM 1 INSULATED/ SEE STOREFRONT ELEVATIONS.
4-B 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED
5-A 6'-0" 7'-0" 1 3/4" FG ALUM Glass -- ALUM 1 INSULATED/ SEE STOREFRONT ELEVATIONS.
5-B 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED
6-A 6'-0" 7'-0" 1 3/4" FG ALUM Glass -- ALUM 1 INSULATED/ SEE STOREFRONT ELEVATIONS.
6-B 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED
7-A 6'-0" 7'-0" 1 3/4" FG ALUM Glass -- ALUM 1 INSULATED/ SEE STOREFRONT ELEVATIONS.
7-B 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED
8 3'-0" 7'-0" 1 3/4" F HM -- HM-001 HM 1 INSULATED
1/4" = 1'-0"3
STOREFRONT - SF1 1/4" = 1'-0"
4STOREFRONT- SF3
1/4" = 1'-0"
DOOR AND FRAME ELEVATIONS
1/4" = 1'-0"1
STOREFRONT - SF2
1/2" = 1'-0"2
TUBULAR FIXED LADDER WITH PARAPET PLATFORM & ROOFSIDE RETURN