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.

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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

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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.

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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 -

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I SITE FLAN SCALE, I" = 30'-0"

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l/538'

15.00'

REVISIONS

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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:

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ARCHETYPE DESIGN GROUP, INC.

8010 STATE LINE RD., SUITE 150

LEAWOOD, KS 66208

913 - 341 - 2356 - OFFICE www.adgiaia.com

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Tenant Improvements 5661 Bullard Avenue

New Orleans, Louisiana 70128

oox STORAGE

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- - - - TRAVEL DISTANCE FEo Fll<E EXTINGUIMR. l<c, SF'ECS.

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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

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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

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BOX STORAG::

1143 I

TOP TRACK W/ 16 SCRB-15

\_ROOF DECK /

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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

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RECOVER,

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OH-IER IQJ SPPLIES

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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

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120

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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 '!"

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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::

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COUNTERTOP ---- SUPPORT, RE,

42" Al'I' $

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DONOR FLOOR 11351

EXIS-ING DONOR 1103!

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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