HomeMy WebLinkAboutPermit File BLD-2020-0572 607 R Avenue (5)NOTES
1. BUILDING IS DESIGNED TO COMPLY TO WITH THE 2015 INTERNATIONAL BUILDING
CODE (IBC).
2. DESIGN COMPLIES WITH THE PROVISIONS OF THE 2015 IBC FOR THE FOLLOWING
LOADS:
GROUND SNOW LOAD = 220 PSF
FLOOR LOAD = 400 PSF
IBC DESIGN SPECTRAL RESPONSE SS = 1.669, St = 0.748
SITE CLASS D
RISK CATEGORY: II
SEISMIC DESIGN CATEGORY: D
BEARING WALL SYSTEM R = 4.0
A-5 INTERMEDIATE PRECAST SHEARWALLS
BASIC WIND SPEED = 150 MPH (3-SECOND GUST),
WIND EXPOSURE C
3. CONSTRUCTION TYPE: V-B
OCCUPANCY: B
EXTERIOR WALLS: 1-HR RATED PER IBC TABLE 721.1(2), ITEM 4-1.1
UNLIMITED UNPROTECTED OPENINGS IN ACCORDANCE WITH IBC 705.8.1 EXCEPTION
2 AND TABLES 601 & 602
MINIMUM FIRE SEPARATION DISTANCE: 10 FEET
4. CONCRETE STRENGTH f'ci = 2500 PSI INITIAL f c = 5000 PSI
FlNAL AIR ENTRAINMENT 6% t 1 1/2% IN PLASTIC CONCRETE.
REINFORCING STEEL: GRADE 60, Fy = 60 KSI
MINIMUM LAP 18" AT SPLICES, TIE BARS WITH DOUBLE ANNEALED
16 GA IRON WIRE, REINFORCING TO BE PLACED IN CENTER OF PANEL UNO,
REINFORCING STEEL SHALL BE ACCURATELY PLACED, ADEQUATELY
SUPPORTED AND SECURED AGAINST DISPLACEMENT BEFORE CONCRETE IS
PLACED AND SHALL ALSO MET THE STANDARDS SET FORTH IN ACI 318,
WELDED WIRE FABRIC (W.WI 4x4xW8xWB, Fy=65 KSI (OR EQUIVAL).
COMPLY WITH ASTM A82, SMOOTH WIRE, MIN. LAP 2 SQUARES,
5. EMBEDDED ITEMS IDENTIFIED ON DRAWINGS(i.e. PS-2, R301) REFER TO CXT
STANDARD EMBEDMENT CATALOG,
6. BACK OF PANELS TO HAVE SMOOTH TROWEL FINISH U.N.O. ALL SURFACES TO BE
TEXTURED ARE NOTED ON PANEL DWG'S
7. REFER TO SEPARATE CXT INCORPORATED SPECIFICATIONS COVERING DESIGN,
MATERIALS, PRODUCTION, AND INSTALLATION CRITERIA FOR SPECIFIC STYLE OF
BUILDING.
8. ALL REBAR BENDS TO HAVE A MINIMUM RADIUS OF 6x THE BAR DIAMETER.
9. INSTALLATION TO MEET APPLICABLE LOCAL, STATE & FEDERAL CODES, BY
OTHERS,
10, BUILDING DOES NOT CONTAIN CONDITIONED SPACE. NO ENVELOPE REQUIREMENTS
WASHINGTON STATE PE, APPROVAL, AND TAG REQUIRED
WALL
TEXTURE:
WALL
COLOR:
ROOF
TEXTURE:
OF
COLOR:
TRIM
PAINT:
BARNWOOD
DELTA RIB METAL
I:l:TN7ul
��. e�IN
PANEL MARK N0. KEY PLAN
BACK
FRONT
APPLICABLE CODES
2015 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS
ICC/ANSI A117.1-09 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, WITH STATEWIDE AMENDMENTS
2015 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENTS
2015 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS
2017 NATIONAL ELECTRICAL CODE (NEC)
2015 INTERNATIONAL ENERGY CONSERVATION CODE / WASHINGTON STATE ENERGY CODE
SPECIAL CONDITIONS AND/OR LIMITATIONS
ACCESSIBILITY TO THIS BUILDING, INCLUDING PARKING IS TO BE PROVIDED BY OTHERS
AND CONSTRUCTED IN ACCORDANCE WITH THE LOCAL BUILDING CODES.
2
VAV1NGS,,%ejjLjDjNG
AcORTX CF EPTN��
ET ROVED PLANS
COVER SHEET AP � �
HANDLING INSTRUCTIONS
��,+�4Q� IRI�Atk -
Rt11Lb11� ELEVATIONS
BUILDING,ELEVATIONS�
DETAILS
AIR W1 APPROVED
�LL PANEL MARK W1 INSPECTION.
w N OF
MA1��,vEtEtD WiTViOUT AUT"
MARK E ALTERED
WALL PANEL MARK
WALL PANEL MARK W6
WALL PANEL MARK W7
WALL PANEL MARK W8
WALL PANEL MARK W9
WALL PANEL MARK W10
WALL PANEL MARK W11 COPY
WALL PANEL MARK W12
WALL PANEL MARK W13 FILE
FLOOR
SLAB
MARK
F1
FLOOR
SLAB
MARK
F2
S-23
ROOF
SLAB
MARK
RI-R
S-24
ROOF
SLAB
MARK
Rt-L
5-25
ROOF
SLAB
MARK
R2-R
S-26
ROOF
SLAB
MARK
R2-L
5-27
INTERIOR
PARTITION MARK P1
S-28 GRAVEL PAD DETAIL
S-29 FLOOR DRAIN LOCATION &BELOW FLOOR PIPING
5-30 PLUMBING PLANS
S-31 PLUMBING DETAIL & DIAGRAMS
S-32 ELECTRICAL NOTES, LEGEND &SCHEDULE
S-33 ELECTRICAL PLANS
S-34 MATERIAL LIST
5-35 MATERIAL UST
EM-1
COMPILED
EMBEDS
EM-2
COMPILED
EMBEDS
EM-3
COMPILED
EMBEDS
EM-4
COMPILED
EMBEDS
EM-5
COMPILED
EMBEDS
EM-6
COMPILED
EMBEDS
SEP 2 2 20M
OF
AlVACORT.E
LANS
ATION.
�1ti'LIAA1 R�
•��p4 w�y��Y �'�Si
wa
�"�FCtsTERti�
�f�IV
anvil 23.2021
S�)�T�TT1�eY 1 G, 2O2U
Precast Products
6707 E. Flam'vgo Ave. Bldg 300, Nampa, ID B7687
901 N. Highway 77 Hillsboro, TX 7660
362 Wavrly Road Willamslawn, WV 26187
EDMONDS
BUILDING NUMBER 511111199
The hfortnallln olntahed hdeh Is WWMtQy and
the eldudw papeAy of Cxf Incaparated. The
h/mnalkn may ody M aced by the adghd redPiril
tar Ma purpax Mended Repro0,Nm a dOtrWtim
of MI! hfoanatian B eblT In arpanate , By
dl the
prW written tanxnt of CXT Inanrpereled. By Vents
no
uee of thh hlarmatim, Cxf hawparaa yoete no
wa a ty, e.p ae a h pm, far a pw a w purp of
mad�t�lny o< ar mnea tv a partlal> purpose.
COVER SHEET
N❑TESI
1. THE NANTIAGO STYLE BUILDING CONSISTS OF TWO
SEPARATE UNITS TO BE PLACED AND JOINED AT THE PROJECT SITE.
PROPER SITE PREPARATION AND HANDLING IS ESSENTIAL FOR THE
SAFE AND PROPER INSTALLATION OF THE BUILDING,
2. PROVIDE SHALLOW TRENCH WITH ROLLED EDGES ALONG BUILDING
JOINT LINES TO PREVENT TRAPPING MATERIAL BETWEEN UNITS
BEING DRAWN TOGETHER,
3. PLACE UNITS AS CLUSE TO ONE ANOTHER AS POSSIBLE.
SPACE BETWEEN UNITS SHOULD NOT EXCEED 1' AT INITIATION OF
POST —TENSIONING, MAXIMUM ALLOWABLE FINISH JOINT SPACE BETWEEN
UNITS SHALL BE 1/29
4
4, POST —TENSIONING TO DRAW UNITS INTU CONTACT SHALL
BE ACCOMPLISHED WITH EQUIPMENT PROVIDED BY CXT BY PROPERLY
TRAINED PERSONNEL, INSTRUCTIONS PROVIDED BY CXT SHALL BE
CAREFULLY ADHERED TO, ALL NECESSARY SAFETY PRECAUTIONS
SHALL BE TAKEN BY INSTALLATION PERSONNEL.
5. AFTER COMPLETION OF BUILDING PLACEMENT, BLOCKOUTS
AT POST —TENSIONING ANCHORAGE POINTS
SHALL BE FILLED WITH NON—METALLIC, NON —SHRINK GROUT. PROVIDE
SMOOTH, NEAT FINISH COMPATIBLE WITH SURROUNDING CONCRETE
SURFACES. MATCH CONCRETE COLOR,
6, AFTER POST —TENSIONING IS COMPLETE THE INSTALLATION OF
DIFFERENTIAL SETTLING PLATES IS REQUIRED WHERE
EACH BUILDING SECTION JOINS TOGETHER, INSTALL PLATES EACH
SIDE OF BUILDING, ATTACH SETTLING PLATES TO THE BUILDINGS
AS-3 FLOOR EMBEDS WITH SUPPLIED CXT PARTS. TRENCHING
BENEATH THE BUILDING ALONG THE FLOOR WILL BE REQUIRED PRIOR
TO INSTALLATION.
7. PROVIDE
UTILITY CONNECTIONS
(PLUMBING
&ELECTRICAL) AS
REQUIRED
AND/OR AS CALLED
FOR ON THE
DRAWINGS.
8. FILL FLOOR BLOCKOUTS AFTER COMPLETION
OF UTILITY HOOKUPS WITH CONCRETE. SLOPE TO DRAIN.
N❑TESI
APPROXIMATE,
SHIPPING WEIGHTS AND DIMENSIONS S-299
SECTION I WEIGHT I LENGTH I WIDTH
A
(BACK)
74,700
26'-0'
11'-6'
B
(FRONT)
75,200
26'-0'
11'-6'
\G
HOISTING CABLE SLINGS '1
W/ LOCKING SHACKLE 2 TOP 1
MINIMUM CABLE TENSILE
CAPACITY = 11 TON
PS-22 LIFTING 1. ATTACH TO AS-3
EMBEDS W/(2) 1 1/2'0 HIGH TENSILE COIL BOLTS
(SHEAR CAPACITY = 18,000# PER BOLT)
HEIGHT
-0'
\
\
\
26'-0'
CRANE LIFTING SCHEMATIC - UNITS A & B
I 1 I \
I 1 I 1
C,G, \'\ �/ C.G. \\
3'-3' 3'-3' I 3'-3 1/21 le
5'-4 1/4' (UNIT A>
5'-2' (UNIT B)
UNIT A UNIT B
CRANE LIFTING SCHEMATIC -END VIEWS
SANTIAGLI
RECOMMENDED HANDLING
INSTALLATION INSTRUCTIONS
PS-22 LIFTING 1, ATTACH TO AS-3
EMBEDS W/C2) 1 1/2'0 HIGH TENSILE COIL BOLTS
(SHEAR CAPACITY = 18,000# PER BOLT)
ITEM CITY
P.T. CABLE 27'-0e 4
CHUCKS do WEDGES 8
GROUT 4 BAG
cu. FT. coNc. I s4. Fr, w.w.v.
q �e .l o
h� al
�I
,lye% W4
O �PF�1vsoT4ti� k,
�Css,ONAL
April 23, 2021
September 16, 2U2(
Precast Products
6707 E Flmingo Ave. Bldg 300, Nampa, ID 83687
901 N. Hlghwoy 77 Hillsboro, TX 76645
362 Waverly Road Wlliamstawn, WV 26187
EDMONDS
BUILDING NUMBER 5-299
The infamalion cmtaimetl herew N prapdelary mtl
the exdutive praprly al CXT Incapvalad. The
Mmnaam moy mly be used by Ne vighd redpierl
M We puryoee Flsitletl. ReprotlueUon v dhtr6utlon
at thle MformWon Ie etrlaay Ixahated eahout W
ptiv edHwi canewit of CXT Incorporated
By Boeing
uee of thle nfametfm, CXT InaorporatW ar ant no
evrmly, egxav v bnple4 or a por a warranty of
marJtontabllty v of fitnm far p pvliwly pvpoee.
a%f hearpv d
HANDLING INSTRUCTIONS
35
ROC]F L
FOUNTAIN W/ CANE SKIRT
REU-VC2025FFU-US
_ GAS WATER HEATER
IW HAND DRYER Al
SM06ACS-UL
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rLLtAM �'�
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ES Auri1 23, 2021
September 16, 2O2(
Precast Products
6707 E FlomFgo Ave. Bldg 300. Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Woteriy Road Wiliamstown, WV 26187
EDMONDS
BUILDING NUMBER 5-299
lha Ffvmatlan ontoNad heeF In proprietary and
W xdu�w property of C%f Incorporated. The
Mfarmatln mdy mly M ueW by the arigFid redplwd
la the puryox Ftnded R�roorctln ar dhtr6utian
of Ihle „/orrnotldn la atdatly proh6hed dy allowing
ll the
pdar sAlln anent of CC Incorporated. By grants
no
ux M Mh Fformotlm, CXf Incorporated acing qrn t no
wmnl% e�nx ar fitnewkroledor a por a or pvpy A
mertntoblRy or of aNm for a porlial> purpom
cxr mauparaled
FLOOR PLAN
35
RENNAI WATER HEATER
VERTICAL TERMINATION VENT
4' PTA PI IIMATNr VENT PTPF
DELTA RIB METAL F
BARNWOOD TEXTI
TYP ALL EXTERIOR WA
SLIDING DOOR STDP
GLYNN-JOHNSON
REINFORCING PIVOT
EXTERIOR LED LIGHT FIXTURE
(TYP 3 PLCS)
HAWS #1119FR ADA DRINKING FOUNTAIN
W/ CANE SKIRT
II EXTERIOR HOSE -BIB
�III111■■II■I■!'P !III 1::
FR❑NT ELEVATI❑N
REAR ELEVATI❑N
�11,LIAt►� R�
� e og WAacjy�� C'
w 'y
.AQ a� 1 0
000011
39o076
NAL
EXPIRES April 23, 2021
Seprembe>• 16, 2U20
jw
Precast Products
i707 E. Flamiigo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 WavMy Road Williamstown, WV 26107
two¢rTleL
EDMONDS
BUILDING NUMBER S-299
NoTwx
The hformollon oontobied herein Is proprietary and
the eedutlte property of CXr Inewperoled. The
Itlormation may only be used by the origind recVwt
!Q Ue purpme Fterded. Reproduenm or dis rbution
of this ITfortnatlan Is wiricay prohibited without the
pAer eritteri esesnl of CXT incorporated By lowing
use al thh Informal[on, CXT Incafporated wants no
wmonly, e�grm a bnplled, indudhg a warranty of
mardiseloblNy err A fitness for a partioder purpose.
CXT ineorporelee
BUILDING ELEVATIONS
2'-4'x10LEXAN WINDOWS
(TYP 9 PLCS)
WIN
-
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V-6'
FRAMELESS MS-2 VENT
(TYP 4 PLCS)
10'-0'
10'-0'
V-6'
23'-0'
RH SIDE ELEVATI❑N
RENNAI WATER HEATER
VERTICAL TERMINATION VENT
7'TT
� DELTA RIB METAL ROOF TEXTURE
LLUL
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10'-0'
10'-0'
23'-0'
- BARNWOOD WALL TEXTURE
�' og wA�q� C
w
WAS
'p RF 39016GIST
NAL
Auril 23. 2021
September 16, 2020
Precast Products
6707 E. Flomngo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 HIIIIII o, TX 76645
362 Woyerly Road Williamstown, WV 26187
EDMONDS
BUILDING NUMBER 5-299
ln� Dfamollm omloMed AreYl h praprbtoy and
Iha a�du�w praprtty of CXf InowparatM. the
Ffarmolim may ayy M urtl by N� origlnd radPirit
tar tho puryaae Dl�dad Raprodudlm ar 6atrDu0m
at thle Dformaaan le atrktly opimle. By all the
prior wdltwl conMl of C%f Inonrparul t By Wants
no
uw al thh Dfarmalim, CXT ndu*roa arm6 no
mrdlmta6lR , of RiNm for pwUmlor p onanty of
Y> P WTo>4
C%f InLogwoI
BUILDING ELEVATIONS
LH SIDE ELEVATI❑N
$—OrJ 105
35
S.S TOILET SEAT COVER DISPENSER
(TYP 5 PLCS)
VANDAL RESISTANT WALL HUNG
WET LOCATION 4' LED LIGHT FIXTURE
OCCUPANCY SENSOR ACTIVATED
(VPFB-4-28W HP-4000-120-CP-WHT-WET-OCC-TX/SD)
OCCUPANCY
SENSOR -ACTIVATED
EXHAUST FAN
SENSOR OPERATED FLUSH
VALVE, TYP 3'-6'
1 1/2' S,S, GRAB BAR 2.1'
STAINLESS STEEL SND
(TYP 3 PLCS)�
18'x36' SS MIRROR
SANIFLOW HAND DRYER
MODEL #SM06ACS
Y
IS'x36' SS MIRROR
SANIFLOW HAND DRYER
MODEL #SM06ACS
VANDAL RESISTANT WALL HUNG
WET LOCATION 4' LED LIGHT FIXTURE
OCCUPANCY SENSOR ACTIVATED
(VPF8-4-28W HP-4000-120-CP-WHT-WET-OCC-TX/SD)
OCCUPANCY
SENSOR-
ACTIVATED
EXHAUST AN
SENSOR OPERATED FLUSH
VALVE, TYP
1/2' S.S. GRAB BAR
Q I I 0
I (O I I I (h f'I - — - — - — -
CI I
(U I 7in (U (U I VlN �
I I
CU
jV-5# 6'-2' 3'-11' 1'-6' AK 7'-10' 3'-11' 6'-2' 1'-5'
INTERIOR ELEVATION—WOMEN'S RESTROOM
c
TP DISPENSER
OCCUPANCY SENSOR -ACTIVATED
EXHAUST FAN
1 1/2' STAINLESS STEEL
`O VERTICAL GRAB BAR
I
TOILET SEAT COVER
DISPENSER
v
CU
M I CII ri
I
2'-10'
EV
INTERIOR ELATION —MEWS RESTROOM
WOMENS ❑PP❑SITE HAND
INTERIOR ELEVATION — MEWS RESTROOM
VANDAL RESISTANT WALL HUNG
WET LOCATION 4' LE➢ LIGHT FIXTURE THREE COMPARTMENT SINK W/ TWO DRAINBOARDS
INTERIOR ELEVATION — UTILITY ROOM
'Cy�y,'C�og wAsy�� Cifi_
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ORFCt E4�9 �Q
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April 23. 2021
0
September 16, 20�
Precast Products
6707 E. Flomngo Ave. Bldg 300. Ntmpa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Wauvly Road Mliomstown, WV 26187
EDMONDS
BUILDING NUMBER 5-299
Tyr•=
The nlamallan cdntahed tuedn Is prgrletwy and
the ududte prapwty of CXi Incapwaled, The
Ftfwtnaam mdy aYy he ueM by the algMd ndplsrt
tar Me puryme Ntmdad Rtproductian w dehbutlm
o/ Mh h/mnatim le etrktly poratted eydul the
tmw edltn cdntwnt d CO r Incwpoled. By Wants
no
x of thta F(mnWm, C%T iduci g a grmle no
earmly, e�grtm w Yttnm or a pw o twrmly of
mvdimtdrlAy w M rttnea Iw a pwtlalw purpm
cxr moorpwated
INTERIOR ELEVATIONS
3" INT.
PARTITION
<DIM P❑INT> —�
\.1/2 x 1/2 CHAMFER 4 6' 6'
(TYP 3 SIDES)
PS-2
114
FORM FACE
RIBBED ROOF FINISH
NOT INCLUDED IN 4 1/2' DIM
(TYPICALD
ROOF SLAB EDGE
G
PLAN
TYP, WALL TO WALL PANEL
6 WELDED CONNECTION
ROOF PEAK WELDMENT DETAIL
I I
PS-3 IYP.
1101IRWw:1e:
INT. PARTITION BASE CONNECTION
L
MATCH LINE
11�iN7�1:1:]
7 KEYED FLOOR &ROOF SLAB DETAIL
12'
• RESIR0011 . . RESIROOY
® ® UTILITY
v
C' Q01 • ROOM
SI-2—M SI-2—W SI-2—UT
45e BEVEL
12 SIGN SI-2 DETAIL
3/4'�4'
AS-2
PS-1
FLOOR SLAB
TYP. WALL TO FLOOR SLAB
,� WELDED CONNECTION
J
PS-3
WALL PANEL
PS-20
PLAN
3" INT.
PARTITION
TYP. INTERIOR PARTITION
8 TO WALL CONNECTION
4'�
WALL PANEL
In4T4T:
GROUT
LO
TYP. WALL TO FLOOR SLAB
4 JOINT DETAIL
PT-1
POST —TENSION
JACKING CHUCK
WALL PANEL
1"0 PVC SLEEVE
FLOOR SLAB
g POST TENSION CABLE DETAIL
PS
PS-2 OR PS
TYP, WALL TO ROOF SLAB
WELDED CONNECTION
J
AS-3
OR
AS-1
FLOOR SLAB
FLOOR LIFT PLATE DETAIL,/ mil'
10
e pli W ABy C
01111101
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April 23, 2021
ember 16, 2020
Precast Products
6707 E. Flamingo Ave. Bldg 300. Nampa, ID 8368
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Mliamstown, WV 26187
EDMONDS
BUILDING NUMBER S-299
The Information oantdn•d herein Is proprietary and
the exdualw property of CXT Incorporated. The
Information may mly be used by the original recbimt
for Um puryme Intandad. ReproM1rtam a dMicillm
of this Information Is sb elly prMERee eahaut the
prior wilton oaneornl of CXT Incorporated. By atoning
use of this InfermaRm, CXf Incorporated grants no
wwwt% erpnas or kp1 4 Inducing o somonly of
mordiantoblily w of fitness for o portleulor purpose
DETAILS
SHEET
S-07 a7
35
a
V
CU
4x4 J—B❑X
❑PEN FACE DOWN
BLOCK�UT 6 1/2'
DETAIL A CNTS)
TEXTURE BLOCK OUT
FOR EXHAUST FAN (RVF6XL)
4x4 E—BOX BACK TO BACK
n n n n n n n n n
x
d I Q ¢ I
F �0 (I r, I v U7 o 1--o
W I I I W I v
fa v pq o 0 ON Fq 0 N
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1, WALL THICKNESS = 4'
0
8'-4 3/4'<B,❑, DETAIL 'A')
EMBEDDED MATERIALS
ITEM CITY
AS-2 8
PS-2 12
P5-19 4
FL-948 4
R411 4
R303 4
R327 2
R3x92 4
R3x98 20
R316 1
R3x180 4
R3x128 8
R320 8
MS-4 BO 4
SI-2 BLOCKOLIT 1
ROUND 11UD RING 1
4z4 E-BOX 2
40 1 8" x 82 1/4' Bo 1
4z4 J-BOX 2
DIA 2
CU. FT. CONC. SQ. FT. W.W.F.
71.5 (2.651 220
5'-0'<SI-2 M❑LD> � o� WA�ylN
44' �t •w' coo
owe
% I
]NE LAYER MESH ✓ L/ 0 39016
ix4xW8xW8. CNTRD
S�nNAL ��
9'CPS-2><PS-19> EXPIRES April 23, 2021
September 16, 2020
a CAT
o'
Precast Products
6707 E. Flamingo Am Bldg 300, Nampo, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Willianstown, WO 26187
EDMONDS
BUILDING NUMBER S-299
Tf•Tib�
The Fformotian mnttlnae IxaeW Is proprietary and
tM adutlra property of CXf Incaporalad The
WlwmaRan may only M uetl by aia orlak�tl raofplwit
Iv the purgeo Ftmdad. Reproduellan or dd4Eutlm
d Uh Y�lortnotlon B atXT In oM6lted. a y all too
paa arHten miaeit of CCf Incoaronat By allowing
u: of Uh hlamelloa, CCI Including
cludi g ad Ponta no
aommty, affirm a fftn 4 or a pog o aowonty of
m.a�o,toaay ar ar mm® for a porllaly purpme
acr ono orow
WALL PANEL
MARK W1
2, EXCEPT R303, R411, R327 & R316, REINFORCING BARS T❑ BE PLACED DWG ND. 511E
IN PAIRS ONE EACH FACE ❑F PANEL W/ 3/4' MIN, COVER S_08 oB
ALL OTHER BARS T❑ BE CENTERED IN PANEL /
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bt
0 11/1It; ,
EMBEDDED MATERIALS
ITEM OTY
AS-2 6
PS-2 10
PS-19 8
FL-648 4
R411 4
R303 8
R327 2
R3x92 8
R3xl80 4
R3x61 4
R316 1
R320 8
R3x98 8
BLOCKOUT 8e SO, 2
Cll. FT. CONC. SD. FT. W.W.F.
52.3 (1.941 240
v '�. ISTBR
MAL �G
<PS-19>
EXPIRES April 23, 2021
September 16, 2020
HCAT
Precast Products
6707 E. Flamingo Am Bldg 300, Nampa, ID 8368i
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
NOTESI
1, WALL THICKNESS = 4'
2, EXCEPT R303, R411, R327 & R3160 REINFORCING BARS T❑ BE PLACED
IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN, COVER
ALL OTHER BARS TO BE CENTERED IN PANEL
EDMONDS
BUILDING NUMBER 5-299
TM Ytormaam rmtdnb hrYn Y praprtelory one
ne .edna,. pop.ty m cxr „=pora<a Th.
FformWm may only be used by fM odglntl redpint
fa the pupoee Ytended. Raproducllm or dYtr6utian
d IhY Y/mnotlm Y etdc9y orooYllee By all the
prlar wdB� rmenl of CCI Incorrohd. By Wants
no
a of IhY Ylvmatfon, CID Y udirig a gents no
worrmty, e�grap a ftm far
a p g a wuronty of
merdimtdelity v of fir• fv s partlaly purpose.
WALL PANEL
MARK W6
35
8'-10'<PS-19><8' SQ BO>
9'<PS-2>CPS-19>
0'
I I I � 1 I 1 PO I Pq I I I I I I
In N CU N I N Q .�. o
CU CU N Q � Q f�J C8 Q d Q Q
% v d v N (4; % v
v
00 I � I
O
CU .^. I I (U (U
NOTESI
1, WALL THICKNESS = 4'
2, EXCEPT R303, R411, R327 & R316, REINFORCING BARS T❑ BE PLACED
IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN. COVER
ALL OTHER BARS TO BE CENTERED IN PANEL
ITEM
CITY
AS-2
6
PS-2
10
PS-19
4
FL-648
4
R411
4
R303
4
R327
2
R3x92
8
R3x180
4
R3x61
4
R316
1
R320
8
R3x98
8
BLOCKOUT 8e SQ,
2
W. Ff. CONC. SC. FT. W.W.F.
52.3 (1.941 _ 240
EXPIRES .April 23, 202
September 16, 20211
J IV
Precast Products
i707 E. Flamingo Ate. Bldg 300, Nompo, ID BM&
9D1 N. Highway 77 Hillsboro, TX 76645
J62 Waverly Road YAlliomstown, WV 26187
EDMONDS
BUILDING NUMBER 5-299
Na17Q
The Maimatlm m�ldned hemh IN propdelory and
the ududw properly of CM hcapvalad The
hfprmallan may mly be used by tM vlghd recbNnt
fv tM pupae blended. IN roWetly
paa0m a d'utrbu0m
of Uh hfarmatlan oDRed wehoit the
pdv edllwi ean�t on C%r
wr:mnvmdoflimy,UldeB�dihrteyfn ovrmled n
Won, CI(r lntwp grants no
a knplkd, Including o warranty of
of lKno• for a por0aly
pvpoee.
O(f Incorporated
WALL PANEL
MARK W7
35
ar : a.. �ZI31i:1Lh.
I
w
�
x
X
Z
w
�
t—
A
J
w
O
�
z�
a
=
w
F
0
0
N
f
1
(n
I
I
N
Q
V
0
4x4 J-BDX
OPEN FACE DOWN
N
BLOCKOUT 4 1/2' DIA
2'
fa O� X H
Y I d Q Y J f (L I ]C
%I m w ra
o I tiCY) th v m 0 Jo
'^
S O O \ 0 CU .�.
N P7 Ptl P7 I CU
(U V V V N
N
0 I o co7 a0 (U v
V ^ I I I v 0)
n x n X N .-. � - o I N X
m fn \ h m
¢ V V
o i0 o 0
I V
V 00 e ;
I �
I I
N �
N❑TES;
1. WALL THICKNESS = 4'
0
8'-10'<PS-19)<B,❑, DETAIL 'A'>
2'-11'<B.❑. 3 1/2' ➢IA> r-�i
2'-5 1/2'<B,❑, 3 1/2' DIA,,
1'-0'<H❑SE BIB B,❑,>
9'<PS-2><PS-19>
0'
2, EXCEPT R303, R411, R327 & R316, REINF❑RCING BARS T❑ BE PLACED
IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN, C❑VER
ALL OTHER BARS TO BE CENTERED IN PANEL
IiEIA
DTY
AS-2
6
PS-2
10
PS-19
4
FL-648
4
R411
4
R303
4
R327
2
R3x92
8
R3x9B
8
R316
1
R3080
4
R3x82
2
R320
16
R3x66
2
4x4 J-BOX
3
ROUND IUD RING
2
40 1 8" x 82 1 4' BO
3
R3x46
2
BLOCKOUT 3" x 3" x 9"
1
8-65 HOSE BIB BLOCKOUT
1
BLOCKOUT 3 1 2" DIA
2
SI-2 BLOCKOUT
3
1/2" DIA
1
CU. FT.
CONC.
SQ.
FT. W.W.F.
57.8
(2.14) _
174
�ww
ITER�
EXPIRES April 23, 2021
September 16, 2020
Precast Products
6707 E. Flamingo Ave. Bldg 700, Nanpo, ID 8M87
9D1 N. Highwoy 77 Hillsboro, TX 76645
762 Waverly Rood WBlianstown, WV 26187
ED ONDS
BUILDING NUMBER S-299
NOnQ
Tha infmnatlan a>ntaNed haNn I. proprietary and
Uie melutlw praprly o/ CXr incorporated The
mamellen moy only lw used sy the eny�,d reephnl
fv the PaPoee hlmdad. v dhhtbutlm
puotrmrsfvlyarNrtmohwfttlmyt,IMlhtneefhharylmclrFtmmyolat�aim ma odl tlh oIAmr tnphelese4etly prahbIt wtthwt the
COI incorporated.
By allowing
an, Cr incorporated Vents no
including warranty of
far a particular
purpmr
cxr tea.vveted
WALL PANEL
MARK W12
2 1/20<PS-19>
88<B4O, 8' DIA)
11-00<PS-19>
1'-3 3/40<AS-3)
5'-0'<PS-19)<RM54960 F,D,>
7'-11 3/4'<AS-3)
n
r.
n
^
U
Qv
n
>
(IN_
^
a
I
rid
d
F
(00)
v
j
d
d
(U
h
v
\
a
iv
i
I
o N
N
C7
n
it)
I
xCS
w f^r1 1 q o j d I o U I
0 1 I 1 y n n ^ v y % n > n to
N n n m d C, pv n d as M IL d
v I I V1 f/d N L VJ F-
Vd N
¢ a a ai Pv v v v
v v "o N o V o -" "' %D CUCDN M o
vD o CU cc) CU
I I j 1 I I I 1 I I I I I
I I I I I Jo (U CY) In in �0
^ o CD-, M. CU CU (U (U (U N CU
DED HOLES AS SHOWN
N RM54960 FLOOR DRAIN
'" (FLANGE SIDE UP)
LE
e
FORM FACE BLOCKOUT 10-1/2' DIA x 1-3/4'DP
FLOOR DRAIN BLOCKOUT DETAIL
� r5.
0
NOTESI
1. FLOOR THICKNESS = 5"
2. EXCEPT R303, R3x65, R3x116 & R4x112„ REINFORCING BARS TO BE PLACED IN PAIRS
ONE EACH FACE OF PANEL WITH 1" MIN. COVER ® TOP & 1 1/4" COVER ® BOT.
3. R4x112 TO BE PLACED IN BOTTOM OF PANEL WITH 1 1/4" COVER
4. ALL OTHER BARS TO BE CENTERED IN PANEL
ITEM
OTY
PS-19
24
PS-3
2
AS-1
4
AS-3
4
R4112
8
R3x172
8
R3x116
2
R3x72
4
R3x65
2
R3x42
20
R303
6
PT CHUCK
2
BLOCKOUT 4'-0" x 1'-6"
1
BLOCKOUT 8" DIA
1
RM54960 F.D.
2
1" PVC SCH40 x 9'-9"
2
CU. FT.
CONC.
SQ.
FT. W.W.F.
105.2
(3,901
510
EXPIRES April 23, 2021
Sepre I er 16, 2020
PVWAIW
Precast Products
6707 E. Flamingo Ave. Bldg 300, Nampa, ID 8368�
901 N. Highway 77 Hillsboro, TX 76645
762 WovMy Road Williamstown, WV 26187
EDMONDS
BUILDING NUMBER 5-299
The Mormatia, cmtatnetl t� B proprNtuy and
Ne eetlutla prapsty of CXf Inearpvoted, The
Ffannolim may only M aced by Me orighd regtlent
far fM W,pos Flended ReprodueBon a distrbutim
o/ Mle NfarmWan h eblatly wpxated .Waal the
priv wltten canena of Cxf r In� crated. By allowing
us M Mle Nlamolfon, Cxi Including
ymL no
.mmly, e@ren ar If1b or a par o particular pw ty m
msahanlablBy ar of Bones w a pvllalu purpme.
FLOOR SLAB
MARK F1
S-21 121.
35
9'-9 1/2'<P9w 19>
9'-50<B60, 6' DIA>
91-00<PS-19>
71-8'<B4O, 4'-0' x 1'-6'>
7'-60<PS-19>
3'-10'<RM54960 F.D.>
� Ot
Ot
U
i
I
rn
a
(L
rL
d
�
(U
o
v
(U
(L
I
(U
L`
cii
rn
vi
a
o
d
d
d
,N
CU
�
o
pq
v
v
l
CD
n
I
00
DED HOLES AS SHDWN
a RM54960 FLOOR DRAIN
`" (FLANGE SIDE UP)
FORM FACE
BLOCKOUT 10-1/2' DIA x 1-3/4'DP
FLOOR DRAIN BLOCKOUT DETAIL
J
:y
Ol
U
a
0
M
!n
N
a
a (U
v
;
fU
If7
(U
Ot
I
In
(U
NOTES:
1. FLOOR THICKNESS = 5"
2. EXCEPT R303, R3x65, R3x116 & R4x112, REINFORCING BARS TO BE PLACED IN PAIRS
ONE EACH FACE OF PANEL WITH 1" MIN. COVER ® TOP & 1 1/4" COVER ® BOT.
3. R4x112 TO BE PLACED IN BOTTOM OF PANEL WITH 1 1/4" COVER
4. ALL OTHER BARS TO BE CENTERED IN PANEL
EMBEDDED MATERIALS
TEM
CITY
PS-19
25
RM54960 FLOOR DRAIN
3
AS-1
4
AS-3
4
R4x112
8
R3x172
12
R3x116
2
R303
7
R3z65
2
R3x42
28
DIA
1
PT CHUCK
2
BLOCKOUT 4'-0" x 1'-6"
1
1" PVC SCH40 x 9'-9"
2
CU. Ff.
CONC.
50.
Ff. W.W.F.
105.1
(3.891
520
C�v •/lr� W�,pcy�`
� x 1
k CISTER
i��nNAL ��G
EXPIRES April 23, 2021
Seplember 16, 2020
Precast Products
6707 E. Flamingo Ate Bldg 300. Nampa, ID 8M87
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
EDMONDS
BUILDING NUMBER 5-299
arn�;a
the h/wmaam cantdtW hseh Ie proprietary and
the udelee prapwty of C%y hewpwptad The
h}armatim may mly IM uetl by tM atlghtl reebint
far Me purpose Mended. Repr"duellm > dMrWaan
M thh hformpaan B etrlT In proh6Red By alll the
prla etltlan rmeent W CC lncwppted. By grants
no
use of th6 hiwmatlon, CXi hluding ed grants of
•artanty, e�greee ar ynpll.d, or a por " wweanty of
merdiantahllly v of Rhr® far o pprlialar purpose.
IXf Inearporated
FLOOR SLAB
MARK F2
S-22 22
35
8
0
2
y
z
Q
T
v
n
N
y
a
x
O
n
as
^
I
n
¢
�
v
CD
q
J
n
n
n
LI.
m
m
ON
ON
CU
y
y
y
i
(L
CL
CL
o
v
y
Pt1
o
a
„
0
to
i
OM
N
M
In
7 1/2"ffL648>
2'-2"<PT PVC>
1/2 to <FL847>
7'-6 3/4'<PARTIAL B.❑.>
9'-5 3/4'CPS-19)
10'-0 1/40<B,❑, 5' DIA>
10'-3 1/4'<PS-19>
15'-0 1/2 19 ./�
O
�
J
NJ
¢
n
N
Vl
d
o
�
�
�
I
I
TW❑ LAYERS MESH
4x4xW8xW8
CLEAR NEAR FACE
(1) 1 1/4' CLEAR FAR FACE
PARTIAL B.❑, 3'x8'x2'DP
AT NEAR FACE
4x4 J-B❑X
❑PEN FACE UP
N❑TESI
1. R❑❑F THICKNESS = 4 1/2' MIN +FINISH
2, EXCEPT R3030 R4111 R3x175 & R4x18
BARS TO BE PLACED IN PAIRS, ONE EACH FACE OF
PANEL W/ 1 1/4' MIN. C❑VER
3, BARS R4x18, R4x134 & R4x174 TO BE PLACED W/
1' COVER NEAR FACE,
EMBEDDm MATMALS
ITEM
OTY
PS-19
13
FL-847
4
FL-648
4
R411
4
R303
13
R3x134
4
R3x175
2
R3x176
2
R320
4
PS-2
2
R4z18
16
PT CHUCK
1
1" PVC SCHD40 x11'-3"
1
PARTIAL B.O. 3" x 8' x 2" DP
1
4x4 J-BOX
1
DIA
1
CU.
FT. CONC.
S0.
FT. W.W.F.
67.1
(2.491
346
EXPIRES April 23, 2021
Sc��rember 16, 202(
Precast Products
i707 E. Flamngo Ave. Bldg 300, Nompo, ID UK
901 N. Hi¢iway 77 Hillsboro, Tx 76645
362 Waverly Road Morristown. WV 26187
EDMONDS
BUILDING NUMBER 5-199
The hfamatian omtaFe! hereN le proprMvy mA
fhe aadutlw praprty pf C%f Incvpvaled. The
Ylfmnatim may only be ueee by Me vlgYitl recpiwR
1v tha puryoae Y�lmAe6 Raproduallm v weV6ution
al Ih6 N1vmaBm 6 etriT In wporated By all Mg
prior wilfen tmeww a1 CIO Mropvamt By tllaem
uwe d fhla Ffarrialim, CXf hluding ed gmt rro
warmly, a v ynpllatl, or a por a warmly of
m�hmtahltty v of RNr for a pvlialy purpox.
CRT Incapvwt"a
ROOF SLAB
MARK R2-L
4, ALL OTHER BARS T❑ BE CENTERE➢ IN PANEL
35
THIS FACTORY ASSEMBLED BUILDING, AS CONSTRUCTED, PROVIDES A RIGID BOX TYPE STRUCTURAL SYSTEM. VERTICAL LOADS ARE TRANSFERRED
PRIMARILY THROUGH BEARING WALLS TO THE STRUCTURAL SLAB FLOOR OF THE BUILDING, THE VERTICAL LOADS ARE THEN DISTRIBUTED THROUGH
THE REINFORCED CONCRETE FLOOR TO THE PREPARED GRANULAR, NON —FROST SUSCEPTIBLE (NFS) SUB —BASE WHICH DISTRIBUTES THE VERTICAL
LOADS IN RELATIVELY UNIFORM FASHION TO THE NATIVE SUB —GRADE, AS WITH MOST CONSTRUCTION, THIS DOES REQUIRE THE NATIVE SUB —GRADE
TO BE STRIPPED OF VEGETATION AND TOP SOIL PRIOR TO PLACEMENT OF THE PREPARED GRANULAR SUB —BASE. DUE TO THE INHERENT STIFFNESS
OF THE BUILDING, IT WILL REMAIN SAFE AND STRUCTURALLY SOUND IN THE UNLIKELY EVENT OF FREEZING ACTION BELOW THE BUILDING
REGARDLESS OF NATURAL FREEZE/ THAW CYCLES ANTICIPATED TO BE ENCOUNTERED IN THE STATE OF WASHINGTON.
LATERAL LOADS ARE TRANSFERRED TO THE GROUND THROUGH FRICTIONAL RESISTANCE WITHOUT SLIDING OR SHIFTING BETWEEN THE BUILDING
FLOOR SLAB AND THE PREPARED SOIL AND GRAVEL SUB —BASE ON WHICH THE BUILDING RESTS, SEISMIC ANALYSES ARE BASED ON LOADS
DETERMINED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE USING PARAMETERS, WHICH MEET OR EXCEED THE CODE PRESCRIBED
REQUIREMENTS FOR THIS INSTALLATION,
THIS BUILDING AS DESIGNED, RESTING ON A PROPERLY PREPARED GRANULAR SUB —BASE WILL BE SAFE AND STRUCTURALLY SOUND FOR VERTICAL
AND LATERAL LOADS AS DISCUSSED ABOVE. A FULL DEPTH FOUNDATION WALL AT THE BUILDING PERIMETER AND AN ANCHORAGE SYSTEM, TYPICAL
FOR OTHER TYPES OF BUILDING CONSTRUCTION, ARE NOT REQUIRED FOR THIS BUILDING.
THE 'FOUNDATION" FOR THIS STRUCTURE IS ESSENTIALLY THE COMBINATION OF THE COMPACTED SUB —BASE MATERIAL AND THE BUILDING'S
REINFORCED SLAB, THE COMBINATION OF THE COMPACTED SUB —BASE MATERIAL AND THE BUILDING'S REINFORCED SLAB NEED TO BE AT
LEAST 12" THICK AND THE COMPACTED SUB —BASE MATERIAL SHALL EXTEND BELOW THE LOCAL FROST DEPTH
i.
RDA➢ BASE
FINISHED
SUKh HGt Uh JUH—I1HJt JMHLL HL YLHI HIVL LLVLL, W11fi R r1RA1MUM Lt V1HIlUIV Uy —fl-, +0" FROM
A TRUE HORIZONTAL PLANE. REFER TO BUILDING HANDLING SHEET FOR SUB -BASE REQUIREMENTS DURING
BUILDING PLACEMENT. (PREPARED SUB -BASE NOT BY CXT).
�v�y,��og wnsq� C�►y�o
q �t yr• �o E7
> 'I
~•
0FCts ERti
40NAL �l`t
EXPIRES April 23, 2021
September 16, 2020
Precast Products
6707 E Flamingo Ave. Bldg 300, Nampa, 10 836E
901 N. Highway 77 Hillsboro, T% 76645
362 Waverly Road Williamstown, WV 26187
rwoem,tnc
EDMONDS
BUILDING NUMBER S-299
The hlmnatlan contained hreYi is praprNlary and
the eadudw pngarty of C%f InwpamtH. The
Mormatlan may aniy M uwM by Ne adyhd rgdnl
for the puryos Flmded. R'produdlon w dietr6utlm
al this nlmnatim is atrktly picarated Ely
clawing
the
prtar wAlten canenl of CXf Inaa,prpoey ds no
uee of Uh hivmalian, Off incorporated panne no
wmanly, e�pren a ftm orapInducing a particular
wpomanty al
mvd,mlabllty err of 6Neq for a porllalar pu,poee.
GRAVEL PAD DETAIL
S-28 2/
35
ALL PIPING INDICATED ❑N
THIS SHEET IS NOT BY CXT
6 10'-0' MIN, i
7
8
° 4• ° I
2'
BLOCK❑UT DETAIL
I BLOCK❑UT DETAIL
FLOOR DRAIN BLOCKOUTS &BELOW FLOOR PIPING
BEL❑W FL❑❑R PIPING - KEY N❑TES
1, 4' CLEAN OUT TO GRADE.
2, 2' FLOOR DRAIN, FIELD INSTALLED TRAP PRIMER SYSTEM IF REQUIRED BY
AUTHORITY HAVING JURISDICTION. (1'-6'x4'0' BLOCKOUT)
3, 2' VENT PIPES EXTENDED 12' ABOVE FINISHED FLOOR LEVEL, PROVIDE
TEST PLUG, (1'-6'x4'0' BLOCKOUT)
4, 4' WASTE PIPE EXTENDED 12' ABOVE FINISHED FLOOR LEVEL, PROVIDE TEST
PLUG. (1'-6'x4'0' BLOCKOUT)
5. 2' TYPE K ANNEALED 'SOFT' COPPER WATER SERVICE EXTENDED 12' ABOVE
FINISHED FLOOR LEVEL, PROVIDE CAP AT END. (1'-6'x4'0' BLOCKOUT)
6, 30' MIN, BURY, PROVIDE TRACER TAPE,
7, MIN, BURY PER LOCAL REQUIREMENTS TO PROTECT AGAINST FREEZING AND
DAMAGE,
8. ELECTRICAL STUB UP, (8' DIA BLOCKOUT)
9. 2' FLOOR DRAIN, FIELD INSTALLE➢ TRAP PRIMER SYSTEM IF REQUIRED BY
AUTHORITY HAVING JURISDICTION, (10' DIA BLOCKOUT)
l0, 12' x 12' FLOOR SINK (1'-6' x 4'-0' BLOCKOUT)
11, 3/4' GAS LINE (6' DIA BLOCKOUT)
PIPING LEGEND
2' TYPE K
ANNEALED
'SOFT' COPPER
WATER SERVICE
BEL❑W FLOOR
WASTE PIPING
SCH 40 ABS
TYPE DWV
------ BEL❑W FLOOR
VENT PIPING
SCH 40 ABS
TYPE DWV
F,D,
4 -- O 4 TO FLOOR �n
3 2 3 DRAIN
I �
4'
I
�- 1'-2' 1'-2'
4'-0" x 1'-6" BL❑CK❑UT DETAIL "A"
4'-0" x 1'-6" BL❑CK❑UT DETAIL "B"
CAST —IN DRAIN H❑USING C10' INSIDE DIM —PROVIDED BY CXT)
FIELD INSTALLED GROUT, SL❑PE TO DRAIN (CXT PROVI➢ED—INSTALLATION NOT
BY CXT)
2' WASTE PIPE — STUB UP 12' ABOVE GRADE (NOT BY CXT)
TAPPED P—TRAP ADAPTER (NOT BY CXT)
P—TRAP ASSEMBLY (NOT BY CXT)
1/2' ❑,D. COPPER TRAP PRIMER LINE IF REQUIRED BY AHJ (NOT BY CXT)
2' FLOOR DRAIN VENT RISER — STUB UP 12' ABOVE GRADE (NOT BY CXT)
TRAP PRIMER MANIF❑LD (PRE —PLUMBED AND INSTALLED BY CXT)
SHUT OFF VALVE (PRE —PLUMBED AND INSTALLED BY CXT)
48' x 18'
PLUMBING
BL❑CK❑UT
= T❑ MAIN
WASTE LINEr
LL1A1�1 �,�
jog w�cy� C�
/ rens
slums
PPr
aozl
September 16, 2020
Precast Products
6707 E. Flamingo Me. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hilsboro, TX 76645
362 Wavdly Road W111iamstown, WV 26187
EDMONDS
BUIU)ING NUMBER S-299
Tha infarmotion eontu heroin Is proprietary
antl the szdusive property of OCT
Incarparatetl. Tha Infarmotion may only be
aced by the original radplent fa the purpose
Ntendetl. ReprotlucUy or prohibited
math of thle
Nfortnotlon Ia atrlclly CXT IInco wlmout the
prize written wneent of CXT Incorporated. CXT
ollowinq use of By
to Iranty, Hon, CXT
Incarpvoted grants no warranty, chantaa or
Ynpl(ed, indutli�q a warranty of particular purp ntab0lty
or of atneas for a onriedpurpose,
arr t,.wpsat.e
FLOOR DRAIN LOCATION
& BELOW FLOOR PIPING
2s
35
5.
6.
P-5
PARTIAL PLAN — WASTE PIPE
SEE S-31 WASTE AND VENT RISER
DIAGRAM FOR PIPE SIZES
WASTE PIPING —KEY NOTES
FLOOR DRAIN, FIELD INSTALLED
(NOT BY CXT)
2. 4" WASTE THROUGH FLOOR, FIELD
INSTALLED (NOT BY CXT)
3. PROVIDE TEST PLUG IN END OF WASTE
PIPE. CONTINUATION OF PIPING IS FIELD
INSTALLED &NOT BY CXT.
4. CAPPED WASTE CONNECTION BETWEEN
UNITS, NOT BY CXT. SEE 5-31 WASTE AND
VENT RISER DIAGRAM FOR SIZE.
FIELD INSTALLED GREASE TRAP IF REQUIRED BY AUTHORITY
HAVING JURISDICTION (NOT BY CXT).
1 1/2"
INDIRECT
WASTE
TO FLOOR
SINK, LOCATED
IN BO
(FLOOR
SINK IS
NOT BY
CXT, FIELD
INSTALLED BY
OTHERS).
P-5
PARTIAL PLAN — VENT PIPE
SEE 5-31 WASTE AND VENT RISER
DIAGRAM FOR PIPE SIZES
VENT PIPING — KEY NOTES
1. 2" FLOOR DRAIN, FIELD INSTALLED
(NOT BY CXT)
2. VENT THROUGH ROOF,
3. 2" VENT WITH TEST PLUG.
4. FIELD INSTALLED 2" VENT PIPING
FROM FLOOR DRAINS. (NOT BY CXT)
PIPING LEGEND
_____ COLD WATER WASTE PIPE:
HOT WATER ABS, ASTM D2661, SCHED. 40
VENT PIPING ....... -..... -..-- FIELD PIPING (NOT BY CXT)
SCH 40 ABS TYPE DWV
P-5
PARTIAL PLAN — WATER PIPE
SEE 5-31 WATER PIPING RISER n
DIAGRAM FOR PIPE SIZES
WATER PIPING — KEY NOTES
1. 2" FLOOR IN, FIELD INSTALLED
(NOT BY CXT)
2. FIELD INSTALLED 2" WATER SUPPLY
(NOT BY CXT)
3. CAPPED CW LINE, CONNECTION
BETWEEN SIDES IS TO BE FIELD INSTALLED.
(NOT BY CXT)
HOSE BIBS WITH VACUUM BREAKER
AND WHEEL HANDLE
5. WATER PIPING ALONG WALL, SEE DIAGRAM
ON S-31.
�,LIAty f
u� wAsyR C
RF 39p�G �'Q w�
�S�nNAL ��G
ES Aori123.2021
September 16, 2O2C
Precast Products
6707 E. Flamilgo Ave. Bldg 3W. Nampa, ID 83687
9D1 N. Highwoy 77 Hillsboro, TX 76645
362 Wayerly Road Williamstown, WV 26187
EDMONDS
BUILDING NUMBER 5-299
The Infortnotlon contuQne�' herein Is proprietary
ontl Ne e.dushw proopp.ty of CXT
Ineorpiwoletl. The Informatlan may only be
used by the orlgFal recipient fa the purpwe
Inlendad. Reproductlon or uof thle
Inrormotlon is eVlctly prohibited without the
prior wrRtan conwnl of CI(T Information.
orma ion. By
allowlna use o1 this warranty,
aexpr CXT
or
Ineerporated Grant. a ry of merchantability, s ty
Implied, Intlutling o warranty ul r purp
or of fftnase or a portlalor purpose.
alff Inoerporated
PLUMBING PLANS
35
(45 PSI MIN FLOWING PRESSURE REQI
2" TO FIXTURES
1
P-5
WYE STRAINER: ITT HOFFMAN
SORES 400 OAE
QUICK COUPLER
FOR BLOWING OUT
WATER PIPING W/
COMPRESSED AIR
2" BALL VALVE T �1/2" BALL VALVE
THROUGH FLOORo"""""o` 2" ANNEALED TYPE K
SOFT" COPPER SERVICE
NOTE: --------�
THIS PIPING IS FIELD
INSTALLED & NOT BY CXT
WATER SERVICE DETAIL
NTS
P\-1
1 1/2" \\ 6
1/2 I �.� \ 1 1/4"
f 1 1/2"
1/2" \ P-\1 i , <1 1/4" '\ i l/2" 6
i i( 5
000
wC6 UNIT A
�. 2 / n
�1/2" P-3 I Y
1/2" j V'�/ v r 1� 8
P-2
li % UNIT B
i
Y I t lel /2" 1 /2 %
P-
WATER PIPING RISER DIAGRAM
SYM DESCRIPTION MANUFACTURER
P-1 WATER CLOSET ACORN
P-2 LAVATORY ACORN
P-3 URINAL ACORN
P-4 WATER HEATER RINNAI
P-5 DRINKING FOUNTAIN HAWS
P-6 I HOSE BIB I WOODFORD
P-7 3 COMPARTMENT SSP INC
SINK
NATURAL GAS
WATER HEATER
INLET GAS —
PARTICLE SCREEN
�
TO THIS POINT BY CXT
I� 3/4" HW
OPENING IN WALL
FOR PIPING IS
PROVIDED BY CXT
NOTE:
INSULATE HW PIPING W/1" (R3.6) PRE —MOLDED PIPE
INSULA71ON W/ASJ.
INSULATE CW PIPING W/ 1/2" PIPE INSULATION. WRAP
& SEAL ALL SEAMS & FITTINGS TO PROVIDE COMPLETE
VAPOR BARRIER.
UNION -
FULL PORT GAS VALVE ❑
GAS SUPPLY
SHUTOFF VALVE
SEDIMENT TRAP —
HOT WATER PIPING RISER DIAGRAM
NATURAL GAS PIPING, SHUT-OFF VALVES, PRESSURE REGULATORS NTS
AND STORAGE TANK(S) ARE FIELD INSTALLED AND ARE NOT BY CXT.
ALL WORK SHALL COMPLY WITH LOCAL CODES,
PIPING LEGEND
COLD WATER WASTE PIPE:
ABS, ASTM D2661, SCHED, 40 TYPE DWV
----------__—_-- HOT WATER
______________ VENT PIPING FIELD PIPING (NOT BY CXT)
ABS, ASTM D2661, SCHED, 40 TYPE DWV
KEY NOTES
1, 3/4" HOSE BIBB WITH VACUUM BREAKER.
& WHEEL HANDEL
2" WASTE CONN,
2. TO THIS POINT BY CXT. (NOT BY CXT)
1 1/2" %�� 3. PLUGGED CW LINE TO THIS POINT, BY CXT.
t...N 2" CW VALVE SEE CW BETWEEN THESE POINTS, NOT BY CXT.
2 DIAGRAM 4. 1/2" AIR QUICK CONNECTION W/ BALL VALVE FOR BLOWING OUT WATER PIPING.
5, 1/2" BALL VALVE & CAPPED CW LINE FOR FIELD INSTALLED TRAP
PRIMER VALVE IF REQUIRED BY JURISDICTION HAVING AUTHORITY
6, ASSE 1010 WATER HAMMER ARRESTOR SIOUX CHIEF HYDRA-RESTOR #654-C OR EQUAL
7, ALIGN VTR W/ BLOCK OUT IN ROOF (TERMINATE ABOVE ROOF). SEE ROOF PLAN
8, PROVIDE WYE STRAINER
9, 1-1/2" INDIRECT WASTE TO FLOOR SINK.
(FLOOR SINK IS FIELD INSTALLED - NOT BY CXT.)
10. FIELD INSTALLED GREASE TRAP IF REQUIRED
BY AUTHORITY HAVING JURISDICTION (NOT BY CXT),
11, ASSE 1070 WATER TEMPERATURE LIMITING DEVICE,
P-
CONDENSATE DRAIN
P-7
4"
UNION
PRESURE RELIEF VALVE
SHUTOFF VALVE
HOT WATER
TO FIXTURES
COLD WATE
,.^ SUPPLY
1rIGl
3• I ;: ' i i i CO
' 2
3"
� 4" WASTE CONN.
(NOT BY CXT)
4" WASTE CONN.
(NOT BY CXT)
P-5"
WASTE AND VENT RISER DIAGRAM
TRAP ACTUATOR DRAIN HW CW WASTE VENT NOTES
NTS
SLOAN EL-154 - - 1-1/4" 3" 2" 1,2
SET 1.5x17GA CP - - 1/2" 1/2" 1-1/2" 1-1/2" 3,4,5 3" C.O. THIS WORK
IS NOT BY CXT
SLOAN EL-154 - - 3/4" 2" 2" 2 r c*5 TO WOMEN'S
SIDE FIXTURES
3/4" 3/4" - - 6
TO WOMEN'S 3" C.O.
SIDE FIXTURES
1/2" 1-1/2" 1-1/2" 8 ^y°
i TO MEN'S
3 4' FLOORG ( %SIDE FIXTURES
/ ! * /
BRASSWORKS CHROME \ Y H �1
1/207 "SPEEDWAY" REMOVABLE (2) (2) 1-1/2 _ 9 a• F�O;,:s
GA.CP #ST-1912-K BASKETS 1/2" 1/2 I.W. TO MEWS
SIDE FIXTURES �'
Twoni I!_`Ll i� \4"
P-8 FLOOR SINK x 12" (NOT 2" 2" 10
TRgVIg 54960-CXT
P-9 FLOOR DRAIN SIOUX CHIEF 840-2A
P-10 MOP SINK FLORESTONE FM (RM54193) MOEN 74998 (RM54221)
NOTES: 1. PROVIDE FLUSH VALVE FOR 4" WALL THICKNESS,
2. MOUNT RIM OF P-1 & P-3 AT 17" ABOVE FLOOR,
3. HAMMER ARRESTOR JRS520-T-C, FLOOR DRAIN S2005AO25NBLP, TRAP PRIMER- MIFAB MM500, DISTR UNIT- MIFAB
4, 1/2X15 COMP ANG LAV BSCR1915AC,
5, L ONARD MIX VL 20300
6, NATURAL GAS (10,300 TO 150,000 BTUh RANGE) WITH VERTICAL TERMINATION VENT KIT, VENT PER CODE. SEE HOT WATER HEATER RISER DIAGRAM,
7. TRAP PRIMER- MIFAB MM500, DISTR UNIT- MIFAB 8
8, DUAL HEIGHT COMBINATION
9. PIPE WASTE TO GREASE TRAP (IF REQUIRED BY JURISDICTION) THEN TO FLOOR SINK W/ 2" AIR GAP,
10, FLOOR SINK FIELD INSTALLED (NOT BY CXT)
NTS
PLUMBING FIXTURE SCHEDULE
MODEL # FLUSH VALVE/FAUCET
PENAL -WARE 1680 SERIES SLOAN "OPTIMA"
1680- W-1 #152-1.6
PENAL —WARE 1652 SERIES SLOAN OPTIMA
2652-1—BP-04—M ETF-610
PENAL —WARE 1709HEU SERIES SLOAN "ROYAL"
1709HEU-W-1 #952-1.6 L-3 W=4"
REU-VC2025FFU-US -
1119FR W/ CANE SKIRT
3C20x20-2-20 US
CHICAGO FAUCETS
445-DJ18 OR EQUAL
(2 TOTAL)
2" 2"
DETAIL
WASTE
OF FIELD
CONNECTION
INSTALLED
7
NTS
SPECIAL NOTES:
1. TOTAL FIXTURE COUNT (INCLUDES FLOOR DRAINS) : (12)
2. FLOWING PRESSURE: 45 PSI MIN, 80 PSI MAX
3. TOTAL DEVELOPED LENGTH = 28'-0"e
APPROXIMATE DISTANCE FROM THE SOURCE TO THE FARTHEST FIXTURE
wnsy4Y C�
x
0� dgp16
C1STE4
NAL
EXPIRES April 23, 2021
September 16, 2020
;#XT
Precast Products
6707 E. Flamilgq Aw. Bldg 300, Nampa, ID 836K
901 N. Highway 77 Hillsboro, TX 76645
362 Wawyly Road Wlliamsto ion, WV 26187
E MD ONDS
BUILDING NUMBER S-299
The Information ontWnTff herein In proprietary
and the duslw property of CXT
Incorporated. nTha Information may only be
used by the original recipient for the purpose
intended. Raproduatbn or distribution of this
fnfarmotlon Is strictly prohibited without the
prier written wneent of CXT Incorporated. By
allowing um of this Information, CXT
Incorporated grants no warranty express or
implied, Indudinq a womanly of merchantability
err of fitness for a partioulor purpose.
CXf Inowporated
PLUMBING DETAIL
& DIAGRAMS
stEe7
S-31 735
(CU),(CU), (1) #4 (CU) GND, 2"C. (NOT BY CXT)
120/240/10/3W (BLOCKOUT UNDER PANEL FOR SERVICE LATERAL CONDUIT)
INTERIOR SURFACE MOUNTED LOAD
CENTER WITH MAIN BREAKER AND
GROUND BAR. ALL EQUIPMENT
INCLUDING BRANCH BREAKERS
RATED AT 22,000 AIC
BOND BUILDING COLD � PROVIDE (2) 5/8" X 8' GROUND RODS SEPERATED
O GROUND PER NEC BY A MINIMUM OF 6' (NOT BY CXT). PROVIDE
WATER PIPING T
BUS PER NEC. CXT) GROUNDING ELECTRODE CONDUCTOR AND CLAMPS
SUITABLE FOR DIRECT BURY PER NEC (NOT BY CXT).
ONE -LINE POWER DIAGRAM
NTS
GENERAL ELECTRICAL N❑TES
1, RECESSED JUNCTION BOXES FOR SINGLE DEVICES SHALL HAVE
SINGLE GANG MUD RINGS CAST IN CONCRETE WALLS.
2. ALL RECEPTACLES SHALL BE GFCI PROTECTED BY CIRCUIT BREAKERS,
DR BY OTHER GFCI RECEPTACLES.
3, ALL CONDUIT SHALL BE SIZED PER NEC, EXPOSED
CONDUIT SHALL BE EMT/FMC, RECESSED SHALL BE PVC,
4. INSTALL ALL WIRING IN CONDUIT DR RELATED ENCLOSURES.
5, ALL ELECTRICAL INSTALLATIONS SHALL MEET THE 2017
VERSION OF THE NATIONAL ELECTRICAL CODE.
6, MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER, THHN INSULATION
UNLESS NOTED OTHERWISE,
8, ROUTE ALL CONDUITS IN UTILITY ROOM AT CEILING OR FACE OF WALLS,
9, ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE a MAY NOT SHOW
EXACT LOCATIONS OF DEVICES, REFER TO WALL PANEL & OTHER DRAWINGS
FOR EXACT LOCATIONS OF J-BOXES, ETC..
10. PROVIDE A CIRCUIT BREAKER LOCKOUT FOR EACH HAND DRYER,
PANEL SCHEDULE
AMP 200 PANEL TOTAL CONNECTED VA LOAD 3,548
SURFACE MOUNT 120/24OV, 1P, 3W TOTAL CALCULATED VA LOAD 3,863
CIRCUIT LOAD CIRCUIT LOAD
N0. DESCRIPTION OCP TYPE (VA) (A) PH NO, DESCRIPTION OCP TYPE (VA) (A)
1 MIENS LIGHTS AND EXHAUST FAN 1P 20A N 231 2.0 A 2 WOMENS LIGHTS AND EXHAUST FAN 1P 20A N 231 2.0
3 MENS HAND DRYER 1P 20A L 1,140 9.5 B 4 WOMENS HAND DRYER 1P 2DA N 1,140 9.5
5 EXTERIOR LIGHTS 1P 20A C 42 0.4 A 6 PLUMBING SENSOR 1P 20A R 140 1.2
7 UTILITY LIGHT AND EXHAUST FAN 1P/20AI N 132 1,11 B 8 CHASE LIGHTS 1P 20A N 56 0.5
9 UTILITY RECEPTACLE 1P 20A R 180 1.5 A 10 CHASE RECEPTACLE 1P 20A R 180 1.5
11 WATER HEATER 1P 20A C 76 0.7 B 12
13 A 14
15 B 16
17 A 18
19 B 20
21 A 22
23 B 24
25 A 26
27 B 28
29 A 30
31 B 32
LOAD CONNECTED CALCULATED
NOTE: MAXIMUM ALLOWABLE AIC IS 22K AMPS, PANEL (C)ONTINUOUS 118 X 1.25 148 VA
MODIFICATIONS WILL BE REQUIRED (NOT BY CXT) IF TRANSFORMER ACITY EXCEEDS 175 KVA. (R)EC (1ST 10KVA) 500 X 1.00 500 VA
CAP
(N)ON—CONTINUOUS 1,790 X 1,00 1,790 VA
(L)ARGEST MOTOR 1,140 X 1.25 1,425 VA
TOTAL LOAD 31548 VA 3,863 VA
16.1 AMPS
LIGHTING FIXTURE SCHEDULE
w
w
W
r
f-
DESCRIPTION
—
J
H
� z
>
3
LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE,
VPFB-4-28W HP-4000K-120-CP-WHT-WET-OCC-TX/SD
A
120
28
SURFACE MOUNTED, LED LAMP
4 FT, WRAP AROUND LENS, LOW TEMPERATURE
DRIVER, BUILT IN OCCUPANCY SENSOR ACTIVATED W/
ADDITIONAL OCCUPANCY SENSOR FOR FAN CONTROL
SWOOP 610 LED EXTERIOR LIGHT,
YWP610-14W HP-3500K-120-CP-BRZ-CAB/PC
H
120
14
EXTERIOR, VANDAL RESISTANT, WALL
MOUNTED, 14 WATT, CLEAR PRISMATIC LENS,
BUILT IN PHOTOELECTRIC CONTROL
LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE,
VPF8-4-28W HP-4000K-120-CP-WHT-WET-OCC-TX/SD
C
120
28
SURFACE MOUNTED, LED LAMP
4 FT, WRAP AROUND LENS, LOW TEMPERATURE
DRIVER, BUILT IN OCCUPANCY SENSOR ACTIVATED
NOTE � THE SOURCE OF EFFICACY OF EXTERIOR LIGHTING IS TO BE A MINIMUM
OF 45 LUMENS PER WATT.
EXHAUST FAN SCHEDULE
SYM
MFR
MODEL #
CFM
SONES
VOLTS
AMPS
NTS.
EF-1
FANTECH
RVF-6XL
381
6.0
120
1,46
1,2
EF-2
FANTECH
RVF-4XL
193
6,0
120
0,84
1,3
NOTE 1, FANS LISTED FOR WET LOCATION, CONTROL VIA
OCCUPANCY SENSOR, LOCATE OPEN FACE E-BOX ON
EXTERIOR SIDE OF PANEL.
2, FANS SPEED LIMIT CONTROL SET BET 70 AND 105 CFM
3. FANS SPEED LIMIT CONTROL SET BET 65 AND 97 CFM
o� wiry C
w �
ITfuR
A oril 23. 202 I
September 16, 2021
Precast Products
6707 E. Flamingo Me Bldg 300, Nampa, ID OM87
901 N. Highway 77 Hillsboro, TX 76645
362 Wavely Road Wlliamstown, WJ 26187
EDMONDS
BUIUIING NUMBER 5-299
:[4d5
The F/mnalim teyrod herds Is proprietary and
tha asdudw praptrty of l7(f Incarpneled. The
Ffarmatlm may mly M ueW by Me arlpMd recplmt
(a the WtYtee Mmded Repradueom tr dhtrbutlm
of Mle fnfmnatlen B atrrr In prponated e y allowing
pW wr0tm ememl A CC Incur etd. By dawFo
uee of ihb Hlennctim, 1@4 hmpwaled Qmb no
wanly, nprr m FnpM4 Including wa
nly anly of
martAmteblay m d Blnaee far
v aa pWwly PWea
ezr e>v>etod
ELECTRICAL NOTES,
LEGEND do SCHEDULE
5-32 3/
35
LIGHTING &EXHAUST FAN PLAN
WATER HEATER & PLUMBING SENSOR PLAN
HAND DRYER & RECEPTACLE PLAN
KEY NOTES O WIRE FANS THROUGH OCCUPANCY SENSOR AND SPEED SWITCH IN CHASE.
SPEED SWITCH FOR FANS LOCATED BY PANEL.
OEXTERIOR LIGHT FIXTURES TO BE CONTROLLED BY INTERGAL PHOTOCELL,
ORESTROOM LIGHTS AND EXHAUST FANS ARE TO OPERATED BY OCCUPANCY
SENSOR.
® CHASE LIGHTS OPERATED BY OCCUPANCY SENSOR W/ SWITCH (ON) OVERRIDE.
ORECEPTACLE FOR LP TANKLESS WATER HEATER PER MF'R SPECIFICATIONS,
OX NOTE REFERENCE � LOAD CENTER "A"
xg GFI DUPLEX RECEPTACLE WALL MOUNTED LED
( x = BREAKER # IF SHOWN) LIGHT FIXTURE
$s SPEED SWITCH X CEILING MOUNTED LED
LIGHT FIXTURE
m m JUNCTION BOX
X� EXTERIOR LED LIGHT
RECESSED JUNCTION BOX FIXTURE
SURFACE MOUNTED CONDUIT, ® HAND DRYER
CROSSHATCH OR SLASH AND NUMBER
�- DENOTES WIRES, (ALL #12AWG UNO, O WATER HEATER
12 UNLESS NOTED) ONE WIRE TO BE
GROUND
EXHAUST FAN
- - - - CONCEALED CONDUIT
SYMBOLS LEGEND
��l'LIAAq R�
wAsgW C�
POOR
OWN
NAL
April 23, 2021
ember 16, 2020
Precast Products
i707 E. Flamingo Ate. Bldg 300, Nompo, ID 8768
9D1 N. Highwoy 77 Hillsboro, Tx 76645
362 Waterly Road Wtliomstown, WV 26187
EDMONDS
BUILDING NUMBER 5-299
Tha inlorrnatlon contu ne hash Is proprietary
and tha axdusita proprty of CXT
Incorporated. The Infarmailan may only be
aed by Me adghai retlplent tar tha purpaae
Mended. Reproductlon ro Prohibited
with al the
hramatlan is strictly CKT Inco cutout the
prla written consent or CXT formation, By
dlowinq uae of this warranty,
express
CXT
Incorporated gmnte no wy onty, chantaa ty
ynpllad, intludhq o warranty or r purpose.
merchantability
or or fltnen far a portieuior purpose.
cv Inca,prretee
ELECTRICAL PLANS
INDEX
Index of Drawings
AS-1
EMBED DETAIL
AS-2
EMBED DETAIL
AS-3
EMBED DETAIL
MS2-01
WALL VENT
MS2-02
VENT FRAME ASSEMBLY
EM-2
MS2-02SS
VENT FRAME ASSEMBLY
MS2-03
VENT SCREEN ASSEMBLY
MS2-03SS
VENT SCREEN ASSEMBLY
MS2-04
OPTIONAL VENT COVER PLATE
MS4-01
RECTANGULAR WINDOW FRAME
MS4.02
WINDOW FRAME ASSEMBLY
MS4-03
LEXAN
WINDOW DETAIL
M04-04
WINDOW RETAINER ASSEMBLY
PS-1
EMBED
DETAIL
PS-2
EMBED
DETAIL
PS-3
EMBED
DETAIL
PS-10
EMBED
DETAIL
PLC!
PS-19
EMBED DETAIL
PS-20
EMBED DETAIL
R303
FORMED REBAR
R316
FORMED REBAR
R320
FORMED REBAR
R322
FORMED REBAR
quQ
R327
FORMED REBAR
R411
FORMED REBAR
SI2-M
SIGN EMBED
SI2-U
SIGN EMBED
SI2-W
SIGN EMBED
V1
GRAB BAR
DL•I
1 9/16" DIA
I�
ITI4
I
9 3
15
EM-6
VERTICAL GRAB BAR
9LL OF YATM
lal ary RmfIIM
1 1 ANGLE 4If4z34x
2 2 14 If 12 DEFORMED AN
DRILL"C" DIA 7 1/2 1 1/16" DIA
r— I � (TYP 2 PLCS)
tau
a YATEPoAl4
TOLSRANCSS
U.N.O.
oesapna
DECIMAL DIMENSION
t
O1'
ANGLE 4 z 4%
3 4 K I'-3'
FRACTION DIMENSION
d:
1/16"
PL 1 2 If 31
2 x 31 2
HOLD DIMENSION
d:
1/32"
8-18 1 1 2'
If 12' FLARED COIL LOOP INSERT
ANGLES
f
1/7
WELD STUD DIMENSION d
1/4'
FULLPEN 3/B 3
3/4
3/4 �
5/8' DIA
1/2
D
4
12 1 1/2
15
1 AS-1 EMBED DETAIL
SCALE: 1 1 2 =1'-0
1 5 1 1 1 OPRONAL VENT COVER PLATE (MS2-04) I
I►�4:
(lYP 8 PLCS)
15roa ui�
1
ANGLE 2 z I
1 t/4
tf YAIFHAlS
1/2x1/4z6
may, og WAry�N C
1 AS-2 EMBED DETAIL
1 SCALE: 3"=1'-0°
r~
6LL Di YATWALS ��
TOLSRANC63 U.N.O. 'At
NOTE: A,
DECIMAL DIMENSION f O.OI'
FRACTION DIMENSION f 1/16" 1) ALL HOLE LOCATIONS ARE FOR 1 2 DNANNET. C3 % 4.1 x 3 16"
HOLD DIMENSION d: 1/32' REFERENCE ONLY, HOLES T BE 2 2 CBANNEL C3 x 4.1 - o ��' Iry
Qi9
ANOLEs f 1/z LOCATED BY APPROVED FIXTURE. �}�. C1STE4
WELo sruD DIMENSION t 1/4" 3 8 3 8-16NC UN FERRULE INSERT F43 `�+ G
mmmmmmmo S�n)VAL
9/16 DIA (TYP B PLCS)
SEE NOTE 1
2
1'
—Oi 1 1
2
�
6 7/8' —}— 67
1'-t 3l4'
'IRES April 23, 2021
eptembei 16, 2020
Precast Products
6707 E. Flamingo Ave. Bldg 300, Nampo, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
SANTIAGO
BUILDING NUMBER 5-299
the hlarmatlan conldiad heroh Is prapHetuy and
the aduahw property of CXf inaaparoted. The
himna0on may arty be aced by the odghd radplenl
M qe puryoee htmded. RaproNeBan or Aetrfbutlon
d }hie htarmaam lea Orr
In prohllled Mika allowing
the
udor ariNen aonewil of CC Incorporated
By Wants
no
ee of Bile hlormatkn, CXi Including
a granla no
warranty, aepreae or YnplMd, Ndudhg a wanly at
mwdianlaWily ar oa porBalor purpoa4
C%T IncorperaYd
COMPILED EMBEDS
1 AS-3 EMBED DETAIL
SCALE: 1 1 2"=1'-0
1 MS2-01 WALL VENT
SCALE: 1 1/2"=1 -0"
2 MS2-02 VENT FRAME ASSEMBLY
SCALE:
TOLERANCES U.N.O. OLL of MATEMALS TOLERANCES U.N.O. Sm W MAIMALS TOLERANCES U.N.O. am OF YATFA
ear
)
NOTE: narr oEsopnar _ neY ary asoarna1 nFAr arr oewePnor
DECIMAL DIMENSION t 0.01' 1 ALL HOLE LOCATIONS ARE FOR 1 2 CHANNEL C3 zl 3 8%3 16 304SS z 1'-2 13 160 DECIMAL DIMENSION t 0.01 1 2 FLAT BAR 3 16 x 1 1 2HR z 14 7 8' DECIMAL DIMENSION t 0,01' 1 2 FLIT BAR 3 16A 1 2 304SS z 14 7 8'
FRACTION DIMENSION t 1/16' FRACTION DIMENSION t 1/16' NOTE: FRACTION DIMENSION :1:1/16' NOTE:
REFERENCE ONLY. HOLES TO BE
HOLD DIMENSION t I/32' 2 2 CHANNEL C3%1 3 %3 6 30455 % 1'-0� HOLD DIMENSION t 1/32' T) ALL HOLE LOCATIONS ARE FOR 2 2 FLAT BAR 3 16 % 1 1 2HR % 11 3 49 HOLD DIMENSION : 1/32' t) ALL HOLE LOCATIONS ARE FOR 2 2 FLAT BAR 3 16z1 1 2 30455 % Ii 34�
ANGLES t 1/2' LOCATED BY APPROVED FIXTURE. ANGLES t 1/7 REFERENCE ONLY, HOLES TO BE ANGLES f 1/7 REFERENCE ONLY, HOLES TO BE
WEIR STUD DIMENSION A:1/4' 3 8 3 16NC 55 FEARUIE INSERT F43 WELD STUD DIMENSION f 1/4' LOCATED BY APPROVED FIXTURE, 3 1 FLAT EXPANDED METAL 1 2 N0.13 z 13' z 13' WE.D STUD DIMENSION f 1/4' LOCATED BY APPROVED FIXTURE. 3 1 F.E.W. 1 2 N0.13 30455 z 13' z 13'
9/16 DIA (TYP B PLCS)
SEE NOTE 1
671811
�l
1'
T
0
TOL10tANCE9
U.N.O.
DECIMAL DIMENSION
t
0.01'
FRACTION DIMENSION
*
1116'
HOLD DIMENSION
3
1/32'
ANGLES
d:
1/26
WELD STUD DIMENSION is
1/4'
1'-1 314"
2 MS2-02SS VENT FRAME ASSEMBLY
scALE: t t 2^=1 —o
911 OF YATMALS
M any rEea 01
NOTE: 1 I 1 4' DIAMOND FLOOR PLATE
1) ALL HOLE LOCATIONS ARE FOR
REFERENCE ONLY. HOLES TO BE
LOCATED BY APPROVED FIXTURE.
r 15/1 f
3 MS2-03 VENi SCREEN ASSEMBLY
DIA (TYP 4 PLCS)
DOTE 1
TOLERANCES U.N.O.
DECIMAL DIMENSION t 0.01'
FRACTION DIMENSION f 1/I6'
ALL 6 YAiWAL4
TOIERANCE3 U.N.O.
DECIMAL dMENS10N t 0.01'
FRACTION DIMENSION t 1/16'
�
�,
��
z 1'-3'
1
1
INDOW FRAME ASSEMBLY MSh02
Lta. u
DIA (TYP 4 PLCS)
VOTE 1
(T1P 4 PLCS)
n
a
2'-4'
2"
3 MS2-03S5 VENT S REEN ASSEMBLY
NOTE:
1 [ ANhlt Z z Z z
1) ALL HOLE LOCATIONS ARE FOR 2 2 ANGLE 2 z 2 z
REFERECE ONLY. HOLES TO BE 3 B HEADED C0Nuu
LOCATED BY APPROVED FIXTURE.
2'-3 7I8"
2" 2'
REM 1 DETAIL 3/16"
(TYP B PLCS)
6I6"
DIA (TYP 4 PLCS)
DOTE 1
rULIAA1 �,�
A oe w�cy C
V
= e.,
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�F 390'16 ti9 w�
�Ar�nNAL ��G
ES Atzril 234 2021
September 16, 2020
Precast Products
i707 E. Flamingo Ave. Bldg 300, Nampo, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
rwoem Tmr
SANTIAGO
BUILDING NUMBER 5-299
7M hlamatian contained heraH Is proprietary and
Ue mduelw praprly of CXF Incarpaaled. The
Ln(armatim may ady he used by the adghd redpimt
for Ne pwpoee Intended. ReproNcaan > delrEutbn
of thle inlarmalian le etrlT In wporoted By
d1 the
prlw eHHan cmeent A CC Incorrated. By dbwino
uee of tlde Inlarrno6m, CXT Ina grant no
evrmty, o f see, orapIncluding c ar pu y of
mrdontahiity or of fitnm for a particular purpae.
COMPILED EMBEDS
4 MS2-04 OPTIONAL VENT COVER PLATE
SCALE: 1 1 2'=1 —0
1 MS4-01 RECTANGULAR WINDOW FRAME
SCALE: 1 =1'-0
2 MS4-02 WINDOW FRAME ASSEMBLY
SCALE: 1"=1 —0^
NOTE:
1 [ ANhlt Z z Z z
1) ALL HOLE LOCATIONS ARE FOR 2 2 ANGLE 2 z 2 z
REFERECE ONLY. HOLES TO BE 3 B HEADED C0Nuu
LOCATED BY APPROVED FIXTURE.
2'-3 7I8"
2" 2'
REM 1 DETAIL 3/16"
(TYP B PLCS)
6I6"
DIA (TYP 4 PLCS)
DOTE 1
rULIAA1 �,�
A oe w�cy C
V
= e.,
A � Q
�F 390'16 ti9 w�
�Ar�nNAL ��G
ES Atzril 234 2021
September 16, 2020
Precast Products
i707 E. Flamingo Ave. Bldg 300, Nampo, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
rwoem Tmr
SANTIAGO
BUILDING NUMBER 5-299
7M hlamatian contained heraH Is proprietary and
Ue mduelw praprly of CXF Incarpaaled. The
Ln(armatim may ady he used by the adghd redpimt
for Ne pwpoee Intended. ReproNcaan > delrEutbn
of thle inlarmalian le etrlT In wporoted By
d1 the
prlw eHHan cmeent A CC Incorrated. By dbwino
uee of tlde Inlarrno6m, CXT Ina grant no
evrmty, o f see, orapIncluding c ar pu y of
mrdontahiity or of fitnm for a particular purpae.
COMPILED EMBEDS
4 MS2-04 OPTIONAL VENT COVER PLATE
SCALE: 1 1 2'=1 —0
1 MS4-01 RECTANGULAR WINDOW FRAME
SCALE: 1 =1'-0
2 MS4-02 WINDOW FRAME ASSEMBLY
SCALE: 1"=1 —0^
TOLERANCES
U.N.O.
to
OF YA1pI�
TOLERANCES U,N.O.
9LL rF MATMIALS
axL OF MATALS
EM
REM
CITY asavmed
MIN
CITY
IESO011Iad
road
OIY OGACIFIIOI
DECIMAL DIMENSION
t 0.01'
1
1 LEMAN 3 I6
x 9 9 I6' x 2'-3
13 16'
DECIMAL DIMENSION t 0.01'
1
2
FLAT BAR 3 I6 z 1
1 2HR
x 2'-4'
1
i FLAT BAR 3 8 z 3 HR x 6
FRACTON DIMENSION
3 1/16'
NOTE;
FRACTION DIMENSION 3 1/16'
NOTE:
CONCRETE
3 6
HOLD DIMENSION
t 1/32"
1) ALL HOLE LOCATIONS ARE FOR
HOLD DIMENSION : 1/32"
2
2
FLAT BAR 3 16 x 1
1 2HR
x 6 7/a'
2
2 HEADED ANCHOR
Hill. z
ANGLES
t 1/7
REFERECE ONLY. HOLES TO BE
ANGLES d: 1/24
1) ALL HOLE
LOCATIONS ARE FOR
WELD STUD DIMENSION t 1/4'
LOCATED BY APPROVED FIXTURE.
WELD STUD DIMENSION t 1/4'
REFERECE
ONLY. HOLES TO BE
00
LOCATED BY APPROVED FIXTURE.
Ai4ealLATE sEdodr
AMwaIwIATE anadi
AITIIOIadATE loan
1,12
7.36
1,25
15/64 DIA
3
3/8" DIA (TYP 4 PLCS)
SEE NOTE 1
3/8 DIA (TYP 4 PLCS)
SEE NOTE 1
1112
1 1 /2
429132"
429/3214
1" RADIUS
3116"
5"
5"
JL
2'-3 13116"
3116"
3 7 1l2
2,-4„
6
�1�1,►LtAM �'!
�0 wasy
3 MS4-03 LEXAN WINDOW
DETAIL
4 MS4-04 WINDOW RETAINER
ASSEMBLY
1 PS—L EMBED DETAIL
SCALE: 1 1 2'=1
—0
SCALE:
1 1
2 =1 —0"
1 SCALE: 3"=1 —0"
y/ a x
s.�
e.�.I
9LL
OF MATEMAIS
9LL OF MATERIALS
aeL OF MATEMALS
d�
aEM
1
CITY IIEICIFaIM
1 FLAT BAR 3
REM
1
CITY
1
IE91111Ia04
FLAT BAR 38x4HRx6
mad
1
CITY IlElaPOIN
1 FLATBAR58x3112
6
Ljr
2
z3HRx6
2 HEADED CONCRETE ANCHOR
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2
4
HEADED CONCRETE
ANCHOR
H4L 3/8 z 3
2
2 HEADED CONCRETE A OR
x 6
0, RF 390 76
�
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3
3
1 3 4' COIL NUT
f G
15/64 DIA
3
6
1 3/4
S�nNAL
O
O
7/8" DIA
1 112
RES April 23, 2021
September 16, 2020
OLwe�3
4
Q
3 1/2
eElaR
O
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AAPMaIaIAIE REIaiT
�
APP1101adATE RxIYR
HCATAPPROAIAIE
1.25
I
F 20
4.3
Precast Products
1
6707 E. Flamingo Ave. Bldg 300. Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
1
1410=t lrar
z 1
2
SANTIAGO
BUILDING NUMBER S-299
NOTICE
2
The Information corltained harsh Is proprWary and
Me adusW properly of Cxf Incorporated. The
WELD 3/4" COIL
NUT
Information may orgy be used by the odglod m*Iwll
TO BACK SIDE OF
PLATE
for the pupose intended. Reproduction or disb6ution
of this Information Is strictly prohielted without the
6 3/8
rr In
R¢mts allowno
(REF)
Nfcematim,C Incorporated
use of thisC
3
wwralty, elgrese or Implied, Including a worronly of
6 5/8
merchantability or of fitness for a parilmlor purpose.
LL11
(REF)
czT tiaoraoraw
1 1/2 —1— 3
1/2
3
112
2
6
4
Asv.
IIpOlIIa
AwAgeL
WIFE
3
11/2
SCALE
NTS
1 DATE
09
11 20
DRAWN
NATE PERM
I FILE NO. I EM-3
CHECKED
I
I PLOT I NTS
6
T�
3
1112
COMPILED EMBEDS
6
DWG NO,
SHEET
REV.
QPS-2 EM ED DETAIL
1 PS-3 EMBED DETAIL
1 PS-10 EMBED DETAIL
3
SCALE: 3 =1 —0
SCALE: 3 1 —O'
SCALE: 3"=1'—O'
EM-3
6
BLL OF MAIFTeAIS
BLL OF
MATION&S
RL OF
MATION&S
mM
aTY asaonm
rmM
Orr amonon
rb CITY
oESal m
1
1 FLAT BAR 3 x 3 HR x 6
1
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x 6'
1 1
DEFORMED BAR
#3 x 2'-2
1 2'
2
2 HEADED CONCREIE ANCHOR
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2
4 3 D2L x 12 DEFORMED BAR
ANCHOR
2 112" RAD
15/64
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1 112
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3
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1.
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1
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1
15/64 DIA
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(REF)I
2
6
3
-F-
1112
F,
3
1 112
6
1 1/2
12
114 (REF)
5
1
PS-19 E BED DETAIL
SCALE: 3"=1 —0"
1 PS-20 EMBED DETAIL
SCALE; 2 =1—0
1 R303 FORM
1 SCALE: E.Q.=1
REBAR
—0"
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w
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BLL OF YAIFHAIS
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r
��
IIEII
1
CITY of a na
1 DEFORMED BAR x 3'-0'
mel
1
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x 3'-0"
mM CITY
1 1
OE7
DEFORMED BAR
13 x S7,
le
O 39p16 �� �(k
LISTER
�`r�nNAL
L"MRIES
April 23, 2021
September 16, 202O
so°
K� nw
APfl10YlAlE @oalr
ArnrmarntE @Hatt
APR1mYlAlE waExr
BE 111r"
1.2
1.2
1.3
Precast Products
6707 E. Flamingo Ave. Bldg 3001 Nampa, ID 83687
901 N. Highway 77 Hillsboro, Tx 76645
362 Waverly Road Williamstown, WV 26187
26
MUST^nE
SANTIAGO
BUILDING NUMBER S-299
t8'1�P
NOTICE
The fnformotlon contained herein IS proprietary end
the adu@he Prtgarty of Orr Incaparated, The
18
Information may oNy be used by the original recipient
far the purpose intended. Repraduc9on or dstr0ution
of this Yfarmtien oIs Strictly prohibited without the
prior witten convent of Cxr Inomporatod. By dluving
90"
use of this Informoft, Cxr Incorporated grant@ no
w erchoi apron ar Ynplled. orapIncluding warranty of
rrant%tobiNy ar of atnm for lu partfallw purpose
CxT Y,cvparated
152°
(130')
10
vEu
moenlWN
AIw10VK
DAME
SCALE
NTS
1 DATE
1 09
11 20
ORAwN
NATE PENER
I FILE NO. I EM-4
CHECKED
I
IPLOT I NTS
COMPILED EMBEDS
18
DWG No.
SHEET
REV,
1
1316
FORMED REBAR
'
1 R320 FORMED
SCALE:11 2=1'-0"SCALE:11
REBAR
1 R322 FORMED
2-0
REBAR
EM-4
VSCa172=V.O
91 OF YAIEBALS
BLL OF MATrledl5
COLOR SCHEME
my orr OVICIVISTIa
1 1 DEFORMED BAR 13 x 14'-3 1 2'
my arr mevnan
1 1 DEFORMED BAR 14 x S-6'
PART NO. SYMBOL BACKGROUND
SI2-M-BR WHITE BROWN
SI2-M-GR WHITE GREEN
SI2-M-CY WHITE CYAN
SI2-M-BK WHITE BLACK
NOTE:
O
1) ALL SIGNS TO CONFORM TO ADA 4,30
2) 2 COLORS PRINTED ON CR6-2 AND
LAMINATED TO .032 ALUMINUM. 7/16"
HOLES DRILLED 6 PLCS, ALL IMAGES ARE
RING EMBOSSED TO 1/32" HEIGHT.
ANTaiwrAn "'anT
dMAOYIATE FEIarT
5.3
24
11
Ok
)
//�
7/16" DIA (TYP 6 PLCS)
24
17-5 1/8"
21
(TYP)
11
3'-1 1/4"
3/4" RADIUS
1' 6"
300
RESTROOM
L
F�12�104°
1 R327 FORMED REBAR
1 R411 FORMED REBAR
1 SI2—M
SI N EMBED
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SCALE: 1 4"=1'—O'
SCALE: 1 1/2"=1'-0
1 SCALE:
1
1 2 =1'-0
��
y/ Q x
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some"
COLOR SCHEME
PART NO. SYMBOL BACKGROUND
SI2-UT-BR WHITE BROWN
SI2-UT-GR WHITE GREEN
SI2-UT-CY WHITE CYAN
COLOR SCHEME
PART NO. SYMBOL BACKGROUND
SI2-W-BR WHITE BROWN
SI2-W-GR WHITE GREEN
SI2-W-CY WHITE CYAN
BLL ff YAIEHALS
IIFL oily DESCRIPTION
1 1 I 1 2' DIA STAINLESS, C1tAB
.�
' a �;,..
0$>ER4'���
SI2-UT-BK WHITE BLACK
I SI2-W-BK WHITE BLACK
Fit12342021
RES Apri
NOTE:
o
NOTE:
1) ALL SIGNS TO CONFORM TO ADA 4.30
2) 2 COLORS PRINTED ON CR6-2 AND
LAMINATED TO .032 ALUMINUM. 7/16"
O HOLES DRILLED 6 PLCS. ALL IMAGES ARE
1) ALL SIGNS TO CONFORM TO ADA 4.30
2) 2 COLORS PRINTED ON CR6-2 AND
LAMINATED TO .032 ALUMINUM. 7/16'
HOLES DRILLED 6 PLCS. ALL IMAGES ARE
17/64 DIA — TYP 3 PLCS
EQUALLY SPACED ON 2" BOLT CIRCLE
Scptember 16, 2020
RING EMBOSSED TO 1/32" HEIGHT,
RING EMBOSSED TO 1/32° HEIGHT,
17/64 DIA (TYP 2 PLCS)
EQUALLY SPACED ON 2' BOLT CIRCLE
a CAT
dPPllalt•IAIE IfJClff
so°
8.0
"
Precast Products
11
UTILITY
7,,6" DIA (TYP 6 PLCS)
24
7/16" DIA (TYP 6 PLCS)
90°
45a,12
6707 E. Flamingo Ave. Bldg 300. Nampa, ID 83607
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
TITLE
SANTIAGO
BUILDING NUMBER S-299
24
NOTICE
The Infmnutlan cantained heroin is proprietary and
the ae ueM property of CM Incorporated. The
ROOM
11
90`
Information may any be used by the original rc*lent
for tins purpose onIsIntended. Reproduction on ithwtdistribution
the
of this ten cor ie le a )ff In pmh6ited By d1 the
prior eANan cmeanl Cxf Incorporated. By alts
io no
no
wo of thin Information. Cxf Incorporated warranty
aarrchaont% asprau on time d, or a ingpar a or pumo of
merchantability a of RNep for a partialon purpose.
11
42
CRT heerperated
REST.ROOM
E�
12
NEX
TE
SCALE
N�
DATE
109
11e 20
DRAM
NAIE pFIfFA
FlLE NO. EM-5
1 ,
1
90°
17/64 DIA — TYP 3 PLCS I—
CHECKED
PLOT NTS
12
EQUALLY SPACED ON
2" BOLT CIRCLE
COMPILED EMBEDS
DWG NO,
ISHEET
REV.
i SI2—Ui SIGN EMBED
SCALE: 1 1 2'=1 —0
1
SI2—W SIGN EMBED
SCALE: 1 1 2'=1 —O"
1 V7
SCALE: 3
GRAB BAR
8'=1 —0'
EM—rJ
5
s
B11 6 YAIEMAtS
nest ary asovnw
1 I 11 Y DIA STAINLESS STEEL GRAB BAR
17/64 DIA — TYP 3 PLCS
EQUALLY SPACED ON 2" BOLT CIRCLE AM�10nrrAlE �T
(TYP 2 PLCS) 2.0
18
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1 V4 VERTICAL GRAB BAR •
SCALE: 3 4 =1'-0" h � x sells
i tiI Pw'r
/� O GI909
s ERti s �1�A
IVAL
EX NRES April 23, 2021
September 16, 2020
Ed C&XT
Precast Products
6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Morristown, WV 26187
r mtc
SANTIAGO
BUILDING NUMBER S-299
Nome
The Informotion corddned hwvh Is pmprietoy and
the exclusive property of CXT Incorporated. The
Mamatlm may only be used by the odglnd recipient
far the purpose intended. ReprodueYm or dlsbWan
of this Informaaen Is strictly prohblled without the
prior wrRten cmeenl of CXT Imcrporded. By dosing
use of this informatlm, CXT Incorporated qmh no
wm rity, a rm a snp11e4 indudhg a wmonty of
mrdmtmlity a of mtness for a pwftlor purpose.
CXT Ineorprahe
Went aoarriwr Yrwovea oAw
SCALE NTS DATE 09 11 20
DRANN MATE POW FILE NO. I EM-6
C IPLOT I NTS
COMPILED EMBEDS
DWG NO. SHEET REV.
EM-6 s
s