D
02/2
6/2020
REVIEWED FOR
STATE FIRE MARSHAL
AS PER REVIEW LETTER
BY: WARREN DICKERSON, ARCHITECT
AR-20-004217
4-1-2020
GE:NE:�AL SITE: DEMOLITION NOTES
I. ALL WORK SI-IALL BE DONE IN CONFORMANCE WITI-I ALL STANDARDS FOR STREET 4 SIDEWALK WORK ASADOPTED B'f Tl-IE LOCAL JURISDICTION.
2. Tl-IE INFORMATION SI-IOWN ON TI-IESE DRAWINGS CONCERNING T'fPE 4 LOCATION OF UNDERGROUND UTILITIES ISNOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. Tl-IE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALLUTILITIES FOR FIELD LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO AN, EXCAVATIONAND FOR MAKING Tl-IE FINAL DETERMINATION, INCLUDING Tl-IE DIGGING OF POT I-IOLES FOR VERIFICATION AS TOTl-IE T'fPES AND LOCATIONS OF UNDERGROUND UTILITIES AS MA, BE NECESSAR'f TO AVOID DAMAGE TI-IERETO.UTILITIES DAMAGED B'f Tl-IE CONTRACTOR SI-IALL BE REPAIRED OR REPLACED B'f Tl-IE CONTRACTOR AT Tl-IECONTRACTOR'S EXPENSE.
3. PROVIDE TOPSOIL 4 SOD TO AU DISTURBED AREAS NOT RECEIVING PAVING.
4. DIMENSIONS INDICATED ARE TO EDGE OF PAVING, RETAINING HALL, OR BUILDING/FOUNDATION FACE.
5. DISPOSE OF ALL DEMOLITION MATERIAL OFF-SITE UNLESS OTI-IERWISE NOTED.
SITE: DEMOLITION NOTES
(D REttOVE EXISTING PARKING LOT STRIPPING 4 PREPARE AREA FOR NEH PARKING LOT STRIPPING AS INDICATED ON SI-IEET Cl.I.
Q} SAW CUT 4 REttOVE EXISTING CCNC. PAVING 4 PREPARE AREA FOR NEW CONG. PAVING, LANDING AND/OR RAMP ASINDICATED ON SI-IEET Cl.I. SI-IOWN, Tiffi, E L · · J
@ REttOVE EXISTING DRIVE TI-IRU OVERHANG STRUGTURE INCLUDING CCLUHNS AND CONG. ISLAND AND REPAIR EXISTING BUILDING FACADE TO MATCI-I EXISTING.
G) REttOVE EXISTING STEEL BOLLARDS. PATCI-I 4 REPAIR PAVING TO MATCI-I EXISTING.
@ REttOVE EXISTING WOOD FENCE TRASI-I ENCLOSURE. RE, Cl.I FOR NEW WORK.
@ REttOVE EXISTING WALL MOUNTED OVERI-IANG. PATCI-I 4 REPAIR EXISTING FACADE TO MATCI-I EXISTING.
w
::i
z w
>
-<(
�
-<( � �
::i
---455'---11
1---4� 8'---,1
,,, >o
� o': �ol1 �B c_______J
�o
�z
�o
I 1
1
/1
I 11
(
•
II
::_,f{_,'/'/
..... 0 .,. • ••••••••
0
'1'i
""
1:: ,; a " ' "t ,�.� :l: ,,
�j' "'
,-:-, ,-.-· ,,
(".LI
,.1-::is:o
CBM
EL=-5.35'
i--J4.o'
LAKE FOREST BOULEVARD
l',!LTIC------
��.L.j
I
L T :'F I
TBM
EL=-5.35'
�=-•
Bolk,rd.../ (T;p)
I 3 �i\ I ,O,emon9
1
�\ ·.\ii ----L /�/ •,ii,
I
\r - - - - -Cc.inc.rc.'ic
, •••h·,,, 2 ,, '' ' I �-=-·="·=·· =�=·""·='' ������- _le ----j-·1/7/,·.1:,1c.,,F
______,I" C ,
It I
4
Municipal Number 566 ! BULLARD 11VE:NU£
FORMERLY K & B DRUGSTORE
15,751.54 SQ. FT. OR 0.316 ACRES
TOP OF SLAB = 16.49' C.D.
ONE STORY BUILDING UASONRY CONSTRUCTION
4
'" 0
I SITE DEMOLITION FLAN SCALE, I" = 30'-0"
5.38'
5.00'
REVISIONS
I J I � I I, \
<, l<lll l'
8010 State Line, Suite 150 Leawood, KS 66208
913.341.2356 p
archiuxture by erik jorgensen, aTd. 24200 J46lh strm, leavenworth, ks 66of8
«:) ERIIC L J�GEttSEN, ARCHITECT 2020
CONFIDENTIAL TI-IESI: A.AN$ ARE TM!: CONFIDENTIAL PRCFSl1T »o CGffTAIN EYa..lJSl\oE re;lSM5 OF THE ARCHITECT. ANY USE OF TI-IE5E Dfi!Al,,IIN66 oR TI-E INfOliiMATION CCNTAINED l-lfREIN FOR AN'T' REASON OTI-IER Tl4AN AS EXPRE9Sl.... 'T' � Bl ERi< L. � ARCHITEGT IS SlRICTL.,. F'ROl-llertED. THESE DRAl••IING6 I-IAVE BEEN. DISTRleuTED l,,IITI-I TI-IE IJ,l[)ER9TANOING TI-IAT #l'l'ONE Recf:IVIN6 oR OTt--a3-IISI: 06iAINIJ6 P066E6610N OF TI-Et1 WILL BE ExF'RE55t... T NOTIFIED OF Tl-!EIR CONFIDfNilAL NATURE
DATE
"I MARCI-I 2020 SCALE
I" = .312)'-!Z)"
JOB NO.
1q-05q
9"EET
c· .0 SITE DEMOLITION
03.10.2020
GE:NE:�AL SITE: FLAN NOTES
I. ALL WORK SI-IALL BE DONE IN CONFORMANCE HITI-I ALL STANDARDS FOR STREET 4 SIDEWALK WORK ASADOPTED B'f Tl-IE LOCAL JURISDICTION.
2. Tl-IE INFORMATION SI-IOHN ON TI-IESE DRAWINGS CONCERNING T'fPE 4 LOCATION OF UNDERGROUND UTILITIES ISNOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. Tl-IE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALLUTILITIES FOR FIELD LOCATION AND ELEVATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO AN, EXCAVATIONAND FOR MAKING Tl-IE FINAL DETERMINATION, INCLUDING Tl-IE DIGGING OF POT I-IOLES FOR VERIFICATION AS TOTl-IE T'fPES AND LOCATIONS OF UNDERGROUND UTILITIES AS MA, BE NECESSAR'f TO AVOID DAMAGE TI-IERETO.UTILITIES DAMAGED B'f Tl-IE CONTRACTOR SI-IALL BE REPAIRED OR REPLACED B'f Tl-IE CONTRACTOR AT Tl-IECONTRACTOR'S EXPENSE.
3. PROVIDE TOPSOIL 4 SOD TO AU DISTURBED AREAS NOT RECEIVING PAVING OR CRUSI-IED ROCK.
4. DIMENSIONS INDICATED ARE TO EDGE OF PAVING, RETAINING HALL, OR BUILDING/FOUNDATION FACE.
SITE: FLAN NOTES
[IJ NEW l'-O" TALL DOG EARED HOOD FENCE ON 6x6 STEEL TUBE FRAME. RE, SITE DETAILS. [2l 6" <I> STEEL PIPE BOLLARD FILLED H/ CONG. RE, SITE DETAILS. � 4" HIDE I-IEAV'f DUT'f PARKING LOT STRIPPING ON EXISTING CONG.@] NEW INTERNATIONAL SIGN OF ACCESSIBILIT'f PAINTED ON EXISTING CONG. W BLUE I-IEAV'f DUT'f PARKING
LOT PAINT. [fil BUILDING MOUNTED I-IANDICAP PARKING SIGNAGE. SIGNAGE TO COMPL 1 W CIT'f ORDINANCE. � POLE MOUNTED I--IANDICAP PARKING SIGNAGE. SIGNAGE TO COMPL 1 W CIT, ORDINANCE. [TI NEW CONG. LANDING 4 RAMP. RE, SITE DETAILS. [§] NEW 5'-0" HIDE CONG. RAMP. W 6" CONG. CURB EA. SIDE. MAX. SLOPE 1,12. [9J GENERATOR ENCLOSURE. 8'-0" TALL BLACK VIN'fL COATED CI--IAIN-LINK FENCE 4 FENCE POSTS W 12" HIDE
DOUBLE FENCE GATE W LOCKING MECI-IANISM. CAST FENCE POSTS INTO 12"<1> x 36" DEEP CONG. PIER. PATCI-I 4 REPAIR EXISTING ADJACENT PAVING AS REQUIRED. COORDINATE LA'fOUT OF FENCING 4 EQUIPMENT.
6
l
!
4�8'
,,, >o
� o': �oD�6 �o �z
�o
w
::i z w
-<(
0 Q---<( _J _J ::i (I]
455'
(
J -� '
""'+', '; -=
,•, ' �;:,
"
II
;;:,, ' - -"
/ • I �
/1
�
I
::_,f{_,'/'/
..... 0 .,. • ••••••••
0
e" 10' "'!
N
>'lei'.'
'· "
'1'i
---.�""'---
,, 1::C; a ! '-''
':; "t :l: "'
,�.� '·-
�j' '
,-:-, ,-.-·
@
'•·,
r-- l1 -",
]
(".LI
-,.1·::is:o
" .. CBM
EL=-5.35'
i--J4.o'
LAKE FOREST BOULEVARD
• ',�,FC'SS @P
I I �7 .'"i'i'r/(/v'�;· ('/ '.// ,,,. (�'' -, '(.,:'.: ~'
I I
' ' '-�
(_: 1',!L T
I·:� '-,) -, '1
C; _l")_ C;
�I
. '"
- i\-..;
_()_
;\J
' . '·
@P ' ' @" " '" ':P
= 0 i'< �,�,
('Oi'Ci-i:'fi -0 rn :r �,,..'
I' I I I I I ·o Pc;'.'1'.h'/·VC SC>JCE.S
I I I I I
(
'&,
1! 7A'.Ul�AI
r< "
1, 7/,·.1:,1c.,,F
"i
�
-'-�. " ' -, -.
\, -r, C: \/er l. ,'.;!(./8.':,'
I ,_,,._,
� ® � l�LT ' ©, 1'.l\-T :, ,L, iTyp.) (#ti I ----. ' ' ,,,, •• ·. ,.l l·•. I \,,. '"'·· "'
I
t.•J i-'4.R/r)/1/:� �'";D,cic;,:-:s \M 6' H,v-1, □
L
I I -5'-0 11
T '-, _ _, -F '' I ( 4}
1 _j7'.'; t_::p=-·:=: � 1-0 11I. I
q•-011 I.
, ·,1' ,,-, PC
I" I' 'I 'I I I��·" :'--:.-1.'->t/·'/t.; :.J--->i:·.::�s· �I i•· I I r/ \ iii IBl-
'I
rt '
EL=-5.35'1 I/ 2/C2.1 I □SPACES@
EA. = 36'-011 l I.
7-·14
-- -
/3,
[2}-- ,-OJ -!
I� /J ',ii, � • ' , ' -
i;::- - - -�- -•,� ,,,,. !ccnq r67 (
Cc.inc.rc.'ic
! r--;-,'.-'i/c:/k 3] I/C2.I
I lql I . / I ·•.
1,-' H1.30 ·-------·
( ,,"'
I ()'(:
I;J', ·"::I
Municipal Number 566 !
Ir=-BULLARD 11VE:NU£
�l FORMERLY K & B DRUGSTORE
LL � � I 3/C2.I� 15,751.54 SQ. FT. I m OR 0.316 ACRES
I- II
TOP OF SLAB = 16.49' C.D. - 1� ONE STORY BUILDING
UASONRY CONSTRUCTION -
,�;.' -C..'SS
,so, / /
,F / 0 0 � �
I SITE FLAN SCALE, I" = 30'-0"
" I •
----
: �· 2
: J
l/538'
15.00'
REVISIONS
I J I � I I, \
<,l<llll'
8010 State Line, Suite 150 Leawood, KS 66208
913.341.2356 p
archiuxture by erik jorgensen, aTd. 24200 J46lh strm, leavenworth, ks 66of8
«:) ERIIC L J�GEttSEN, ARCHITECT 2020
CONFIDENTIAL TI-IESI: A.AN$ ARE TM!: CONFIDENTIALPRCFSl1T »o CGffTAIN EYa..USl\oE re;lSM5 OF THE ARCHITECT. ANY USE OF TI-IE5E Dfi!Al,,IIN66 OR TI£ INfOliiMATION CCNTAINED l-lfREIN FOR AN'T' REASON OTI-IER Tl4AN AS EXPRE9Sl... 'T' � Bl ERi< L. � ARCI-IITEGT IS SlRICTL.,. F'ROl-llertED. 11-¼ESE DRAl••IING6 I-IAVE BEEN. DISTRleuTED l,,IITI-I TI-IE IJ,l[)ER9TANOING TI-IAT #l'l'ONE Recf:IVIN6 OR OTt-a3-IISI: 06iAINIJ6 P066E6610N OF TI-Et1 WILL BE ExF'RE55t.. 'T' NOTIFIED OF Tl-!EIR CONFIDfNilAL NATURE
DATE
"I MARCI-I 2020 SCALE
I" = .312)'-!Z)" JOB NO.
1q-05q
9"EET
c· I
•
SITE FLAN
03.10.2020
Ritmrni. USA.- New OrlCMn�, l.A1ui�i11m.1
Code Study Building C Od,{I, 20 15 Jntern811onru. .BuUdlng Code
Applicable Clldes All work ro be perfonned ,:i.rjthin these docnemnts shall confonn to the 2013 lnt('lllational Building CodiF:, 2015 futem::lional Mechanical Code. 2015 International Plumbing
Code, 2015 International Fuel Gas Code, 2015 International Enegry Consetvatirn code, 2015 Intemarional Fire Code, 2014 National Electrical Code, EPA Regulations, and the
Occupational Safley EUld Health Act as amended by the city of New Orlelllls.
Rcgul;:1tion Sci::lio11 Occupancy 304.1 Occupanc,· Lo�d Donor Floo-r- 1001' 2 St�f{Office Space fable 1004.1.2 Sto!age!Mech anical Table 1004.1. 2 Totcl Bu il&n:.. Occummc,
c�n:.tr1Jrnw. T,.,.-� '502.2
Bu,lding He,t,ht -Allowa ble Table5043 Build.in!! Sto�s - Allowable Table 504 4 Buildillll He illht/Stori�, -Actual
Area -Allowilble Table 506.2 Tt'mmt An<a · Acluai
Fire Resi�;u1ce Ratiilg Requirem enu for Building Elt'lllt'lll� Tablc601
Fir�!lMiff;mca n;oting ReqlJ.1remRttsfor Exterior Wall�Bm.:ed on Separation Distance Table 602
Fire Protection Autom�tit Sprinkler $y;teiiH 903 Standpipes 905.3.1 Fn� Almn & Detntwn 907.2.2 Fire Safety F11-n Ctl.OllS 907.3.1
1vleans ofE ;res:s
Mm1111nr11 tfornber ofE,ats Tijbl� 1006.3 1 Exit Ace ess Trnvcl Distance Table 1017.2 Dcacl-cn<l C,;,rridors 1020.4 Me :n, of Egress Illumintlion Seellon 1008
Structudl Occupancy Category Table 1604.5
ASCE7-16 ASCE 7-16 ASCE 7-16
Eleeuical Nat,ona l El �ctric::tl Code!
:Ml':thaniclli 2801 1
Pllllllbin� Table 2902.1 IBC Wa.kr Clo,eb La,;a.tories Wit.;er Coolers Swrice Sicl;;s
BIOHAT USA 5661 BULLARD AVE. NEW ORLEANS, LA 10128
DcscTiption(s) B -Bu�ine�i
60 Beds + 1 Te chni w an/5 Beds l ocGfl(JO sf 7.453 sf7100 1 occf300 sf 3.225 �/300
Tupell�
75 ft. 4 storo!s 22-'-6" - 1 storv abv. Grade
92-,000 1.f. Allowed per Floor 15,422 sf
Stru.ctura! Frame Beilri□;a? Walh - Exterior Be.u-i□3 Wall, - Interior No□-beari□g Walls - ExteriOT Non-bearing Walls• Jnterior Floor Cmstructlon Roof (;QnstructiQn
North East South Wect
Provided Not ReriuireO NotRequ1Hc:i Provided
2 Reauired ·,,,/ 0cc Lo�d <= 500
ln Gr(lup '8- Occnpa.-..cies Ezit Ligh.ts Emer:,;:ency Ll�btin8
Occup,wcy Categor,- II Grn,md S11ow Loa<i Wind Soted S�irnucDeiiJ,:n Cal�,:t◊ry
1:25 first 50, 150 r�mciinin" 1:40 firit 80; 1:20 remeiniri.e:1. 1:100
Occ�n;wti 72
75
11 158
UHrs ()Hr, (I Hrs ()Hrs fJ Hrs (I Hrs ()Hri
>30 ft >30 ft>30h �30h
----
0 ltrs 0 ltrs 0 ltrs 0 Hr,
Duct SmQke DetectQr>
4Provided
:5 P.ec_U:red 3 Rec.sired 2 Rea_lilred I Rec;_L;jred
Comments Qinic - Outpil.licut
1l a.:s ed = actual number of o�cap ants fOT wbi ch the space has be en de,igned
Stand &lone bu:i!dinu
Elli�ting �y,tem to be ruodifitd lfo floor located more tha n 30 ft ai:>Q<.'e fire department a,; ccss Not Rucmredin B Cccupanc:y e 500 P�r 2015 InternaliQnal Mecb.anical ('Qde
1kt to e:-:ceed 300 fl .-.-fs.,rinlder svo lfot to c:-:cced 5(1 ft Emergency pc,-.•er provide .-ia. battery back-up :Emergency pc,·-.·er prQ"ide .-ia. ba.tle"I'.f ba.ck-up
llruld ings & oUlcr structures not listed in cata.gories I. III. N 0 •)sr 144 mr,h - Wind-borne debris re�ion B
Ne!w equipment and iu�t::tllal.!.on c ci!all be pe!r the 2014 National El ectnc: Code
New RV AC to "oe instill! cd n er 2015 Intt::rm.1tional Mcc hani cal Codes
Uew ph:.mbing to be inotalled P"r d!015 Intemation"1 I'lumbing Code l Jlrovi ded pla, 2 Uriud, l :Provided 2 l'rovi ded 1 Jlrovi ded
_V_I C_ I_N_I T_1_H_A_P ___ ------1(1'\ NO SCALE V
ARCHITECT:
erik l. jorgensen, arct. 242 00 146t h Str eet Leavenworth, KS 66208
DESIGN CONSUL TANT:
I> I � I L \
<, I{ < l I I'
I \ (
ARCHETYPE DESIGN GROUP, INC.
8010 STATE LINE RD., SUITE 150
LEAWOOD, KS 66208
913 - 341 - 2356 - OFFICE www.adgiaia.com
+
C
C
.
EF(!;_IT ·-
:
+
Tenant Improvements 5661 Bullard Avenue
New Orleans, Louisiana 70128
oox STORAGE
R!::PAIR • _ l u7□1c1□ □1cu
�CL
-
I""' ,.,'---
Jg��2�.
"
bFE
.
FREEZER #I I I r, l!l
·-... I
(/ �,�r �,'") I =!l. ,,,:.,,
PROCEJ,ING
REEZER #2
I I
-L ____ _
7
- -
i i
- -
77 L.F. TRAVEL DIST.J
,
e=;,c
;1�-=-c".J
CORr� ,F======="'===\ =•
RECOVER"'!'
I I I I I I I I
jJ I
L
SOFT GOO:JS
otl-lER 5UPF'LIES
BREAK ROOM
�
l[ •
ASSISTANT HANAGfR
TRAINING
=
-
MANAGcR
QUALITY MANAGER
ON-DECK
/
I
I
)
I I
COl\TROL
T
I n
- QUA.ITY/OPS.
-
= ,·· .. I
-�I LJ
-/\
"
DO'IOR KIOSKS
__ [
w
w I CD
LI I
�-[ ---
/ HctlENI '[
�
llllll
�
llllll
0
0
0
...J T T
LJ
....
oJ.-'c========='-�o 0 0 0 0 0 0
LIFE SAFET1 PLAN 3/32" = l'-0"
EXIT FLAN LEGEND
- - - - TRAVEL DISTANCE FEo Fll<E EXTINGUIMR. l<c, SF'ECS.
I I
I I 0 I L ______________________________ �
10 0 0 0 0 0
6 PROPERTY OWNER:
ANDREW PARTNERSHIP, C/O PROPERTY MANAGEMENT GROUP 1055 ST. CHARLES AVENUE, SUITE 701 NEW ORLEANS, LA 70130-3942
CIVIL DRAWING INDEX:
SURVEY
C1 .0 SITE DEMOLITION PLAN
C1 .1 SITE PLAN
C2.1 SITE DETAILS
ARCHITECTURAL DRAWING INDEX:
D1 .1 DEMOLITION PLAN
D1 .2 DEMOLITION DETAILS
A1 .0 WALL TYPES
A1 .1 FLOOR PLAN
A2.1 REFLECTED CEILING PLAN
A2.2 ROOF PLAN
A2.3 ROOF DETAILS
A3.1 ENLARGED PLANS
A3.2 ENLARGED PLANS
A3.3 ENLARGED PLANS
A3.4 ENLARGED PLANS
A4.1 SCHEDULES
A4.2 SCHEDULES
A5.1 FINISH PLAN
A6.1 DETAILS
A6.2 DETAILS
A6.3 DETAILS
S01 STRUCTURAL GENERAL NOTES
S10 ROOF FRAMING PLAN
S20 STRUCTURAL DETAILS
MEP DRAWING INDEX:
M1.0 HVAC ZONING MAP
M1.1 HVAC FLOOR PLAN
M1.2 MECHANICAL ROOF PLAN
M2.1 MECHANICAL SCHEDULES
P1 .1 UNDERSLAB PLAN
P1.2 PLUMBING PLAN
P2.1 PLUMBING SCHEDULES
E1 .1 LIGHTING PLAN
E1.2 POWER PLAN
E1.3 ELECTRICAL ROOF PLAN
E2.1 ELECTRICAL SCHEDULES
LOW VOLTAGE/COMMUNICATIONS DRAWING INDEX:
T0.1 TECHNOLOGY LEGEND & NOTES T1.0 TECHNOLOGY FLOOR PLAN T4.1 TECHNOLOGY DETAILS
T5.1 TECHNOLOGY DETAILS
T5.2 TECHNOLOGY DETAILS T6.4 TECHNOLOGY DETAILS T6.7 TECHNOLOGY DETAILS
T7.1 TECHNOLOGY DETAILS
T7.2 TECHNOLOGY DETAILS
LEASEHOLD IMPROVEMENT OWNER:
BIOMAT USA, INC. 2410 LILLYVALE AVENUE LOS ANGELES, CA 90032-3514
Biomat USA GRIFOLS
O') LC) 0
I
O') T"""
=l:t:
I
<( _J
..
en z
<( UJ _J
0:: 0
UJ
z ..
UJ
:)
z UJ
0 0:: <( _J _J
:) (0
T"""
c.o c.o LC)
I
-
(0
I
0 N 0 N
I (.) 0:: <( �
O') 03.10.2020
REVIEWED FOR
STATE FIRE MARSHAL
AS PER REVIEW LETTER
BY: WARREN DICKERSON, ARCHITECT
AR-20-004217
4-1-2020
GENERAL NOTES,
l<OO!'DECK
Cl.5, SRID, �= RCP
1---�s• GTP. 60. OVER 3-518" tfTL STUDS O 16" o/c; TO ROOF
�--0.14!5"• x 1-1/4" Pl,,R. DRIVEN PINS a 16" o/c
�---BOTT,a-1 TRACK W 4l6 SCR&IS EA SIDE
SLIP TRACK """"� EA SIDE
TOP TR/>CK WI lt6 SCREWS
EA SIDE
\_!<00!' DECK
BRACE><ALL TO STRUCT. ASREGlD.
CLG.GRID, RE, RCP
518" TYPE "X" GYP. BO. EA SIDE OF 3 5/8" rm..
>----STUDS o 16" o/c TOFi'.OOF --�-t---- ASSB-eLY
= 6" STUD I-IALL
I. REFER TO GYP. BOARD ASSEHBL Y SPECIFICATION REGARDING GAUGES OF STUDSGOING TO ROOF DECK. ROOF DECK ELEVATION IS APPROX. 18'-0" ABOVE Tl-IE FLOOR.
2. PROVIDE SOUND AffiNUATION BATTS FULL 1-!EIGl-!T OF HALL @ ALL TOILET ROOMS,EXAM ROOMS, SCREENING ROOMS, OFFICES, 4 CONFERENCE/TRAINING ROOHS.
3. FRAME AROUND EXISTING STRUCTURAL COLUHNS HI 1-1/2" (20) GAUGE STEEL STUDSHI a" GYP BD. UNLESS OTl-!ERHISE NOTED ON 51-lEET Al.I
8" TTP.
'I' U.ND. ·r4 •
3CM G!UARTZ ><ALL CAP "'1 EASED EDGE, rrP.
518" GYP. BO. EA SIDE OF
I I--- 3 518" MTL
--�-1----
Mc.I
STUDS o 16' o/c
0.145"4' x 1-1/4" PWR. DRIVEN PINS o 16" o/c BOTTOM TRACK W 4l6 SCR&IS EA SIDE
= 54' TALL I-IALL
(') z
<[ [L
a
BOX STORAG::
1143 I
TOP TRACK W/ 16 SCRB-15
\_ROOF DECK /
/
/ / /
/ /
/
EA SIOE====::J
0.145"¢' x I-V4' PHR. DRIVEN PINS O 16" o/c
CL.6. SRID, RE, RCP
5/8' GYP. BO. EA SIDE >----OF 3 518" MTL STUOS
o 16" o/c
TRACK W/ 16 SCR&IS ----,EA SIDE
FR::EZER • !1401
FREEZER •2 [ID_]
a REPAIR
l+Hl-<i�II 1ss1
[]
rROCESSING I 139 I
= 6" STUD I-IALL
C
20GA TOP SLIP TRACK W '6 SCREWS
EA SIDE
'2.0GA TOP TRACK
J,,1/ '6 SCREWS EA SIDE
a
RECOVER,
CORRIDOR 1 1+f
SPRINK. AN.IMECf-1.
00)
a
a
I 144 I
ELEC.
I 141 I
Bl HASTE mm
SOFT GOODS I 461
OH-IER IQJ SPPLIES
I REF 11 REF 11'-.L!il.-"l_'t.l_] -----l
BREAK Roo,I 12s1
b
b
LAB COATS [ml
TLT. 11201 • ··
ASSISTANT MANAGER
TRAINl"G 11301
mo
b
CORRIDOR I 1231
CONFERE"-CE 11251
DAI A ROOM [lli]
, _ _
l'-311
l
£ e.l
'1ANAGER Dli
QUALITY MANAGER
rm
ARcµ1vE FILES
Lm_
EXAM om
120
'��-·-,
EXAM
[ill]
ROOF DECK
�--BRACE I--IALL TO Sl"RI.ICT.
l::=;::=="5REGD.
GLG. GRID, Re, RCP
0.145"4' x 1-1/4" f='I..IR. DRIVEN PINS o 16" o/c
5/8" Tr'PE "X" GYP. BO. f-- -- EA SIDE OF 20 GA 3 5/8"
HTL STUDS• 16" o/c TO ROOF ASSB-eL '!"
= l'-6" TOTAL ASSEMBLY I-IIDTH
C
---• • • •---
� �
LG
BRACE TOP OF J-IAll. TO FULL I-IEIGl-ff J,.IAI_L
• -48" o/r;,
CLG. GRID, ..,,,..,,,. I" X 4" PLASTIC LAMINATE TRIM EA. SIDE
TEXnJReS-3D j.,,IALL PANEL ATTACI-I TO Pl YWOOD PER MFR.'5INSTRUCTIONS
STAGGl=R Pl YWOOD SHEETS SO SEAMS
00 � MA.TGI-I UP"" "5-30
PANEL JOINTS, RE, ELEVATIONS FOR PANEL JOINTS
V2" PL TWOOD ON 3 5/8" l'1TL STLIDS llil 12" o/c. ATTACH Hf LIQUID NAILS 4: SGRB-e
I" X 4" PLASTIC LAMINATE TRIM EA. SIDI::
a
BRACE TOP OF WALL �--------TO FULL l-lEIGI-IT WALL
• -48" o/r;,
• • • •
�----CLG. GR.ID, ""' ..,,,. . . - - - . . �======
.D
I" X 4" PLASTIC r------<.AMJNATE TR.lt1
EA.SIDE 1cX11JRE5-90 ><ALL
1------PANEL ATTACH TO PL YHOOD F'ER !"'FR'S INSTRUCTIONS
I" X 4" PLASTICI !-------LAMINATE TR.lt1
EA.SIDE
3cm Gl.lARTZ COUNTER.TOP
COUNTERTOP ---- SUPPORT, RE,
42" Al'I' $
MILL� DETAILS.
Tl Tl°
l c
T
lT
ll°
l
ON-DECK 00
.( ,-._ I •I· -. �\
EXAM CORRIDOR LIili
11221 b
EXAM
[Ji[]
IREF I .. /',
CO"-TROL L."2..1
DONOR FLOOR 11351
EXIS-ING DONOR 1103!
C
NEH DONOR 11021
QL.ALITriOPS.
[Kl
R::CEPTION 11061
C
MEN I 1051
DONOR KIOSKS
[JQ[]
e
EXIT VESTIBULE
rn:I
HOMEN I 1041 1
C
D
-----:7
0
0
0
0
0
00 00 00 ---------------------------------------------�
-�-:-L�-,-�-,�-=-l'-�-,,L_A_N ________ 6
REVISIONS
I J I � I I, \
<,l<lll l'
8010 State Line, Suite 150 Leawood, KS 66208
913.341.2356 p
archit.ecture by erik jorgensen, aTd.24200 ]46th strm, leavenworth, ks 66o-f8
«:) ERIIC L J�GEttSEN, ARCHITECT 2020
CONFIDENTIAL
TI-IESI: A.AN$ ARE TM!: CONFIDENTIAL PRCFSl1T »o CGffTAIN EYa..lJSl\oE re;lSM5 OF THE ARCHITECT. ANY USE OF TI-IE5E Dfi!Al,,IIN66 OR TI£ INfOliiMATION CCNTAINED l-lfREIN FOR AN'T' REASON OTI-IER Tl4AN AS EXPRE9Sl.... Y � Bl ERi< L. � ARCI-IITEGTIS STRICTLY F'ROl-llelTED. THESE DRAJ,.IING6 I-IA VE BEEN. DISTRleuTED l,,IITI-I TI-IE IJ,l[)ER9fANOING TI-IAT #l'r"ONE ReGEIVIN6 oR OTt-aa-llSI: 06iAINIJ6 P066E6610N OF Tl-EM WILL BE EXF'RE55t... T NOTIFIED OF Tl-!EIR CONFIDfN-TIAL NATURE
DATE
"I MARCI-I 2020 SCALE
1/8" = l'-IZI"
JOB NO.
1q-05q
9"EET
A' .0 WALL TYPES
03.10.2020
1,370.07 sf246.94 sf490.19 sf
290.07 sf
1,350.03 sf
112.58 sf
256.24 sf
330.24 sf
116.06 sf
86.36 sf
842.54 sf
REVIEWED FOR
STATE FIRE MARSHAL
AS PER REVIEW LETTER
BY: WARREN DICKERSON, ARCHITECT
AR-20-004217
4-1-2020