Atlantic Boulevard 725 Unit 3 & 15 -Ck
#
ew ace :or THIS DOCUMENTIS AN
P INSTRUMENT OF SERVICE,
AND ISTHE PROPERTY OF
L,AZO DESIGNS INC. ANY USE
OR REPRODUCTIONS
wrri-iou'rTHE EXPRESS
nt. WRITTEN PERMISSION OF,rHE
ABOVE MENTIONED PARTIES
e er S.. ta - e IS STRICTLY PROHIBITED.
9 , (DCOPYRIGIII'2002
)Q
CLIENT:
Atia
0-7) Gary and Linda
725 1. 5 ntic BIV' d * Gennorich
North Beach Center
PROJECT:
Center Stage
725-15 NBC
Atlantic --B h Flor d
eac i a
CONSULTING
ENGINEER:
5080
NoW LAZO
C� REVIEWED
Index od Drawin s DESIGNS INC.
vention Div.
onville Fire Pre
AUG 2 Z003 420 S. 3 RD. snEE
Cover sheet: Index of drawings, Building Data, JUL 2 5,2003 JACKSONV11,1Y
fN0 EXCEPT10N-��
Location Map, Applicable Codes, F-XCF-PTIONS A,,, NOT51) BEA019
BY: FLORIDA 32250
Wind Zones Map. . %
A-1: Floor plan, Life safety plan, Electrical TEL(904) 992-7281
lazodeslngs(e�paolxom
plan,
Reflective ceiling plan
I SHEET CONTENT:
Dr
A-2: 1hr. F.R. Demising wall details, new door
J1 ,46, C
and store front framing details, Fire 51
t t -, -W - Index of drawings
rN
caulking notes, Materials list.
3 br L
ot tra A
ca
Building data
C,
E/M/P-1 : Mechanical plan, A/C roof top mount
#Irl Applicable codes
detaff, Locator map
Wind speed map
I Tr&n'�cl,-
ADA Toilets plan and elevations, 77, d
Electrical
Riser, Plumbing riser,
Elect rical/M echanica I
Legend, Water heater detail, Electrical/ -0
kpPROVIE
Plumbing notes. OF ATLARM BEAC"
K 01Tyj0U,LC)jjr
lanti Nd
G 05 200
Building data
FINAL REVISION
Owner: Alan Dickinson RELEASE DATE
Tenant: Gary and Linda Gennorich Center Xl� 0
Stage)
J;L
Zoning: CG Vermej 4rchite( hown
mccow.
Chartered
Building Type: Type 4 unprotected, unsprinsklered PROJECT
420 South 3 S'treet Steve Lazo
L,0 CA]10 N
Cedar S1
Occupancy., - Mercantile#mixed use --tarida. 33250
Group M alley Forge Rd:
Permitting Agency: City of Atlantic Beach
Steve Lazo
200 M
FEE
Occupant load: Retail 4, Receiving 2.
ft, 07/22/03
Area Tabulation: Conditioned, Retail space 3,763. sq.
ft. 3217-03
N
Unconditioned receiving 19294.35 Wirid Zorie Map
Locator Map W.s.
total sq. ft. 5,057.35 sq. -7 2-
10 -1 J ,_1 (j
-3 -1 -5 Cover sheet
-7 C--
#
07 S. 7
I Ills DOCUMEN r ISAN
I INS IRUMEN r OF SERVICE,
ANDISTHEPROPERIYOF
LAZO DESIGNS (INC. ANY LSE
7 Loadiiio Dock (existing)
OR REPRODUC I IONS
W I f I IOU r I I 1E EXPRESS
WRI I'l EN PERMISSION OF MI
'XBOVEMEN f IONED PAR IIES
IS SIRICILY PROMBIlED.
(DCOVYRIGHr .A)2
4
C71
200amp. .708-3 if serNice 200,am p. 200 anip. CLIENT:
20&-3 If service Gary and Linda
109-3 0 serN ice
Gtonurich
(j Key
Recelvill"
�Ralilp >
PROJ ECT:
0 ,
f
Ceuter Stige
j 725-15 N13C
V
C3
t
------ CONSULTING
ENGINEER:
.9
T
04
7,
7
MEN
2000 LAZO
T
DESIGNS INC.
`,�,r
Salei Area (cotiditiotied space 3,763, SL 11.
420 S. 3 RD. STREET
NILLE
JACKSON
BEACH.
T
FLORIDA 32250
f EL(904)992-72S I
fiLodesignsCa jol.wai
SHEET CONTENT:
/'T
Fluor plan
Life safety plan
Electrical plan
ReflectiN e ceilinv
T_
plan
01
V
Y
T'_
A ER NVA IER HEATER
NV,%F E R.
NVA[ER 1119AI ER
0 _j FINAL REVISION
RELEASE DATE
r
Vertney Arc'Ititect
I j - I as
41 (7virtereJ
oilet see plan and Ele-vations sht. 4 !W-Ve-j �_2) 420 ,5u.,iiii 3 .Ylreef 1-1410
ste�el_jio
Dewisiog Wall U7/22,03
Denlising Wall Del"ising Wall Vemising Wall
3217-03
Corridor no. 122 Corridu' r no, 122 Corridor no. 122
Corridor no. 122
4
A-1
'71
R Electrical Plan 1/8" Y an 1/8
eflective Ceiling Plan 1/8" life Safet PI Flo ' r Plan 1/8"
PME �E5(fflk�fl
Materials List
System Nar. W-L-1001 - Ty
(Formerly System No. 147)
F Ratings-1, 2, 3 and 4 Hr (See Items 2 and 3)
T Ratings-0, 1, 2, 3, and 4 Hr (See Itern 3) Stied Studs Steel studs 3-5/8" in wide, 1,5/16 ill dee[) W1 U
L Rating At Ambient-tess thari'l CFM/sq.-ft in, return, Formed of 20 MSG galy. steel, with a s[Lid
L Rating At 400 F-Less-thin V CFM/sq It THIS DOCUNIENT IS AN
spacing of 24" O.C. Same for 6" studs.
INS'I'RUMEN'I'OF SERVICE,
Floor and ceiling,runners, channel shape runners 3-5/8 ' AND IS '1711E PROPER'I'Y OF
A
y in. wide by V in-deep , fabr'icated 'of 25 MSG (rilin
LAZO DESICYNS INC. ANY USE
galvanized 5teel. ASTM C754. OR REPRODUCIIONS
3 3
I -steel framing screws for franiin�
g Wl'171-101_11"FUIE EXPRESS
S(crews 7/1,6" self tapping S, WRIT'I'EN FIERNIISSION OF,rfiE
M�L, flvc metal studs, ASTM C-754,95a ABOVE MENTIONED PAWFIES
Screws single layer S-12 steel series I-1/4" 101-19 Sel I' I S S'FR I CIT,Y P R 0 1 i'l B I'FE D.
------ tapping for drywall."Ulstallati-on'.:,As,rm C954-93
2 �j2r,-rt?C"'-r_ r_qL)AL., -rO f7f,?a fvrwr T-f�e Qiypsum Board Celotex Gypsum panels, ASTM C36 C C0131YRIGIrr2002
/8" Fire rated wallboard ASTM C3b
Celotex FI-Rock 5
C�orner Beads (CBCO) I-1/4.11 flan ge, mnfg..by Dietrich ASTM
3 C1047-95,
A 'rLi— ':;I _. I CLI ENT:
14
Ta Pe Sheetrock nt tape. ASTM C475�94
SkCTION,A-A ?t f F� Jwini
�z -94
icoint Compound USG Ready Mixed. ASTM 475 Gary and Linda
I. WAU Assambly-Tht 1, 2, 31 or 4 hr fireiratied gypsurn wallboard/stud L-))ens-Glass Gold sheathingL' ASTM C 117. Gennorich
wait assembly shall be coiutructeo of-
Stiucco Cement Broco,Stucco Cement ASTM, C91 type S&-'M
-1 individual U306 or U40C.SertYZU of Partition Designs
described In th Ing"nats and in the manner
In the UL FiT R1sist`Ante'_DlrQcto!y and nall Include th*-folloveing C'merior Finish Acrocrete- Acrofinish/Syntex 100% Pure Acrylic 13,"sed
con3uwn'on features. Coatings. ASTMT)968,G26,Q4,UL-l8I, ASTM
A. Studs-Wall framing wy consist Of*,"4r w6od ituds (max Z h tire
rated "s"fibiffs)'Of Tt"I. channel studs.-Wood stiuds to corisift of D413,D2240,B I 17,D 1308,E 108,3-84,Ansi Z-124 2
nOm Z by 4 in. tumbw spacl 10 In.-OC,with nom 2.by 4 in, Lumber
end plates and cross braces. feet studs to be mffi 3 5/3 In. wide by VAetal Lath ASTM C84 I,C 1063,AG 53,A64 1.
1-3/8 In, deep channels spaced max 24 In. OC. r Comer Beads,
B� Wallboard, C'yPsurn`-NOm 1/2 Of 5/8 in. thick 4 ft, wide with E
sQuare or. tapemd edges. 'The 9YPS4M wallboard type, thickness, clonirl Joints, Casing Beads ASTM D1784-81
number of layers. fastener type and shnt Orientation shalt be as Mase Coat Acrobase60/Acrodq ASTM C9 1,
specified In the individwi U30a or u4DD c
4rites 0 1 n In the UL Fire F'�pe Ill ASCM F 1 )6 '
Resistance Directory. Max diam of openi" is 13."?fril- C,'elllng Tiles TxWx5/8" in, Radar class A
-dult-Nom 12 in..diam jot smaller)Schedule 10(or litavier) by USG.
2. Pipe of Con I/ . PROJECT:
steel Pipe, nom 12 in. diam (Of smaller) service weight (or heavier) cast 8", K-I I and 6
iron soft pipe, nom 12 in.diam (Of smallr)Class 50.�of heaAef) ductite F1'iberglass Insulation Certa Pro ACOLIStatherm Batis. 3-5/ Center Stage
-C177,C5 19
iron pressurt pipe, nom 6 in. diam (or smaller) iteel conduit, nom 4 in, R-19, Type I I Class C, ASTM' 725-15 NBC
diarn (Of smattel) still,tit"rical. ftirtattic tubj-09,' nom 6 in. diarn i;Of ral Bolts ASTM A325-94'
smaller Type L or (or heavier) Copp&.tubin.9.,of,nom I In. diam (Of S�)truciu
s �flexible steel conduft When coprr pipe Is used, max F Rating S)'truclLlral Steel ASTM A 366/A #66M-91,'A283/A 283M-93a
of firestop t, a
t*m (lt*rA 3) Is 2 h,$to* PI I of condulu largir'llhan
nom 4 in. Yalm may Only be used In waltu constructed using steel �welded Wire ASTM A252-93
channel studs. A max Of One Pipe Or c0fiftft is.perWh4d In We Wlywood ASCE 7�98 '
flramp syst'im, IP111114 Or cOsduit to bt-Installed,firear"itionte( of swd 1, 'C3 1-9 I,C33-93,C39-93a,C94-94,C9 1-91
cavity-width and to be, rigidly jupportaid on sides of wall A STM
autitribly.
3. Fill, Void or Cavity mixiial*-Caulk-Caulk fill material installed to
'01PPIttely hU InAut3f space bgtwctt pipe-of conduit and 9 psur"
waMo-ard and with a min 1/4 In, d1kn b0l'of caulk applied toperrimeter
of pipe or conduit at itl tigress frowthe will,(3utk insWied symnwitricatly
on both sides of will assembly, The hourly F p
.adng of the firelto stem CONSULTING
is dependent upon the h6urly'llre rating of the will assembly in'"ch it
,hi
is Installod,As shown In the following taNe. The hourly T Rating-of the ENGINEER:
fiftstop lysftm is dependent upon the type of sizi'6f the pipe of conduit
and the hourly fire rating of the wzill assembty'ln which it is Installed, as o
tabulate4 �qlow:
Max Mot Ajmubr' F T
or Coodult W.na,
Div% In
La
OAO 3/16 1 or 2 0+, 1 or 2
1/4 to 1/2 30r4 3 of 4
4 0 to 1-1/2 1 o"Z 0
6 3X4 to 3/2 3 or 4 0
1-2 16 to 3/a 1 1W 2 0
+When MPPer Pipe is used, T Rating is 0 h.
Atnifts-ob Mififtv A Mfg. Cc,--u.25WB+.
'Hearing the UL CtaufAcation M4jjing 8"
3
R?-'/fs x 4 x 0'--8
WALL PLATE
_T-S 4 x 4-'/2 >C_'/8 -TUBE
STEEL COLUMN
0
Lk--r� -r�-.(M_X C.W e� 0 Q TS4"x4"x3/8" TUBE
9A,4.IC)e OfL It ��F_TAL- STEEL COLUMN
0000
all
BASE PLATE WALL PLATE 16WOW LAZO
DESIGNS
COA Ut-le- I-Ij Tr,�-1 SECTI ON
WL. - l- (-5---�SECTION
420 S. 3 RD. STREET
SCALE: I -'v-o
SCALE: 1 JACKSONVILLE
BEACH,
FICIRIDA 32250
TEL(904)992-728t
lazodesings@aol-com
E. .1
Fe-'18"x4 /2"x0'-B"
WALL PLATE. DRILL SHEET COWENT:
4" .AND.- EPDXY V2"Ox6" EXIS'TINTG 8 x16*, -
THREADED STUD INTO FORCE'D CONCRETE I)ernising wall details
�__vm-Tt.. rrz^c.,� A!; w8wev EXISTING CONCRETE TIE COLUMN plan
FILLED MASONRY WALL Fire-caulk notes
EXISTING 8"x8*' RIEINFORCED
Material list
CONCRETE' TIE BEAM
�j 1 31�'-4
TS4%4%3/Fs TUBE E'
16 STEEL COLUMN
-n L..9,5 F2 C1
.-L J..
TS4"x4",::'/fj" TUBE
kjCYj LA-n o W SAWCUT HORIZONTAL JOINT AT -
STEEL HEADER BEAM
_j
HEADER HEIGHT LOCATION. INSERT \\ , , 1 1 <
TEMPORARY STEEL PLATE FORM _j
INTO SAWCUT JOINT, FILL TWO
T'-rpc- (5��w 5 , COURSES OF MASONRY NE30VE THE C-)
HEADER HEIGHT LOCATION AND
FILL THE CMU CELLS EACH SIDE _T
__i__ V)
6 7
(AS REQUIRED) OF THE NEW EGRESS
�Llw6 P� r-oLj�-Iwl- I I X I I FINAL REVISION
DOOR Wl TH CONCRETE GROUT. L�7
SIMILAR CONCRETE FILL OPERATION SHALL 0
RELEASE DATE
BE PERFORMED PRIOR TO THE <
Uj
TS4%4"x-/8" TUBE TS4"x4"x3/8 TUBE i
INSTALLATION OF THE TUBE STEEL <
ez I �41, 0 C. STEEL COLUMN STEEL COLUMN STRONGBACK FRAME. <
-H 0
cc
Vertney .4t I
s shown
C-:
tf2� Ch a rt e r e(I
Steve Lazo
420 South 3 Streei
T F
Jacksonville, 17orida. 33950
-j I r;t- f,'� Steve Lazo
7'-4
l?_3/a%41/2"x0'-8" BASE PLAI
INSIDE TO INS;DE DRILL 4" AND EPDXY 1/2"Ox6 ()AfE 07/22/03
THREADED STUD INTO EXISTit
�'T L-CC>2- CONC!�ETE --Le'3 ON GRADE
STRUCTURAL STEEL FRAME 17-03
T
AT NEW EGRESS DOOR OPENING
r4 DETAIL
_)E�l 151 �46-v �\/A LL
SCALE: 1/2" V-0" j
if
'T
M
0SI
L� Sr:,,E—'—M r-3 L—Y LJ — 4-(05 A-2
11 12— Ct 2 1 o�
7,R 5-
7-
VML M5ltMF'T1C+I
3/4" shut-off�fllve
3" VTR
JOIST
A.S.M.E, T&P .relief valve JOIST
PLUMBING NOTES 4'-2" MAXIMUM
3/4" Dielectric union
rid shall verify
1�he contractor shall ramiliarize itself with the construction documents a
existing site conditions. XI.STING ROOF DEC
Route 3/411 drain to exterior
The work shall comform to all Federala, State& Local codes and ordinances.
THIS DOCUMENT IS AN
l"he completed systems shall be full onal,
ion 3* y operati
3/41' Dielectric union 40 gallon water heater dual element 1�7 8 INSTRUMENT OF SERVICE,
All work shall be coordinated with other trades to avoid interferences All
AND IS Tf IE PROPERTY OF
material, workmanship and equiptment shall be guaranteed for one year after
ADD NEW C6X8-2 LAZO DESIGNS INC. ANY USE
EXI—TI
systerri has been'accepted by the owner, 3/16 CHANNEL EACH- , ') NG 2?J7 OR REPRODUC11ONS
2 ST�FL JOIST
SIDE OF NEW WITHOUT THE EXPRESS
Do not scaledrawings, see Architectural drawings for exact location of equiptment. 3/1 6V2-<Typ CURB LOCATION. WRi'rl'EN PERMISSION OF TH
COPE AS REQUIRED ABOVE MENTIONED PARTIES
Plumbing contractor shall maintain a current set ot'plumbing drawing%at the project -site IS STRICTLY PR011113rrED.
4 4 to be used for construction progress,review and future AN marks and JIL JIL
revisions shall be made with a red pencil.or pen and 0411 t)c I"' ;hlea-4 accurate. Submit (DCO P Y R I G 1IT 2002
dravA ngs to the architect at the completion of work.
Drain pan -3/41 drain valve U*_ L_A%/- I - I
Centractor shall be responsible for their own clean up during constructiop. AnDED FRAMING AT NEW
3/411 pan drain te exterior CLIENT:
All material,, shall be received at the worksite in the manufacturer's original and unopene(.I H VAC CU RU-1. OCATI ON S Gary and Linda
packag:n3 with the manufacture'rs tags and labels intact. Any material broken or Gennorich
damag!!d shall be replaced with the new material.
Plumbing Riser n.t.s. DETAIL
'�ent welded
Sanitary waste and vent piping above grade shall be schedule 40 pvc. Sol SCALE: 3/4"
fittins. Cold and hot water piping shall be schedule 40 pvc. with matching solvent welded
Water Heater Detail n.t.s. fittings.
Dielectric unions shall be used at all joints ot'dissimilar metal and water piping materials
Plumbing fixtuires shall be as scheduled on drawings. Provide control stop valves in each JOIST JOIST
supply to each fixture. The finish of fittings,accesories and supplies exposed to view shall 4'-2- MAXIMUM
be chromr-plated.
Piping layout, complete installation to present a neat, orderly appearance EXISTINC 22J7 —EXISFING 22J7 PROJECT:
STEEL JOIST STEEL JOIST Center Stage
Run piping parallel to walls of Structure, unless otherwise indicated.
725-15 NBC
Penetrations: provi�e chrome plated cast brass adjustable escutcheon plal-� at exposed
p�ipe penetrations through walls,pWitions, ceilings or floor. ADD C6x8.2 CHANNEL
+I
AL 11 A
T 0
CONSULTING
ENGINEER:
ADD C6x8_2 CHANNEL
1-7
--LOCATE NEW CHANNEt-
ElectricaU Mechanical Legend
DIRECTLY BELOW
. .... ... VIEW
FOPF, CURB LOCACA-rl(Dl`4
'-T Wall toggle switch -4-
NVALL DOUBLE OUTLET
220 VOLT. DEDICATED OUTLET ...... -OF)
It_ -- I a I.- -_I _, I [-. -
C_
0
SHOWER RECESSED CAN WIP all
PACKA(A ROOF
T
TOP utilt
2'x4' FLUORESCENT LIGHT FIXTURE r
/2 4
Ilevations vt
2 LKAIT FLUORESCENT 8-0 LONG FIXTURE
STEEL JOIStS
LAZO
flRE DAMPERS AT ALI.
(_llASE 'PENFTRAT10tqS
EXIT SIGNWITH BATTERYBACKUP 1-14 2. F,e [>&A IrA 0G DESIGNS INC.
JUNCTION BOX
0 _1
1_47 .�IJPPLY'DUCT
-4
420 S. 3 RD. STREET
2
Fol EXHAUST FAN/LIGHT JACKSONVILLE
iA;:A_5 pl_
('0 -ruapiq"� + __-!-.- _I- I— .- - . . I - I i 4- ......I_
....... BEACH,
LY AAR
Z 2. GRILL FLORIDA 32250
AIC SUPPLY GRILLE 2411X �4 RE TURN Alf? SUPP
(;RILI,
-Ml,(904)992-7281
A
M
RETURN AIR GRILLE ADAAccessability Toilet Room lazodeshigs(
Roo�. rop . (IN 11 Dr TAIt�
THERMOSTAT CONTROL cop
llt)l 1,0 SCALE
SHEET CONTENT:
P1.
Nlechanical
an. A/4 .
ELECTRICAL NOTES
A/C,roof detail
T
IIVAC detail
Electrical riser
Contractor shall familiarize with the drawings and shall verify existing�ile conditions
Plumbing riser
WP
Elec./Mech.
Entire'nstallation shall be performed in a first-class workman like manner and shall 0
conform1r, to NEC and all local codes and ordinances. legend
f
Water heater
-The completed system shall be fully operational all work shall be coordinated with other
detail
trades in order to avoid interference. I
ADA toilets
Conduit shall be concealed where possible, where exposed, run" in straight lines parallel
c) 0 0010 �5,t .1
and/ or perpendicular to-building construction.
Am rp -— ----
4-
0010 0010 Conduits installed in areas subject to mechanical damage shall be rigid galvanized, or
ntermidiate metal type. Minimum conduit size, shall bel/2" dia. trade,
000 0010 1
FINAL REVISION
2, 00icrin. (5) 4�O elm.
Receptacles and sw tches shall be the type as shown on the drawings an�ds'hall be 2,11 0.1efm. .1a. (5, 4) ' cfm,
000 0010 specification grade ' RELEASE DATE
Minimum branch wire size shall be #12 AWG copper except for contr1ol and sigrial 5 �n kc 30.� ro�f n ounted
circuits, insulation(interior) shall be the type TVIHN orTFiw sizes. #12through
lzes#4 through500 KCMIL shall be type THHN or THIN at the contractors
#6 s Fetwie�, Arehitect
shown
option. All wire or cable installed exterior of the�uilding. shall be type THW or EE�i
Chartered
THWN at the contractors option. -1, iL
tor...A./C d.1r6'ofmo4n _�d Key ,,Plan n.t.s. 420 .S'oullt 3 �'treel Cly?AAN Steve Lazo
00 cftri. retu�n Jac-Asum-illc, [1orida. 3325 Lazo
Minimum outlet boxes shall be#4 trade, unless otherwise speci.fied. 1,7COe m. eturn EESteve
Grounding shall comply with requirements of local inspection authority. A ground wire �17
0 . 07/22/03
EE
shall run Mth every�ircuit, d -hot use conduit for grounding system.
All materials used shall be new and bear the u/I label and be of the appropiate nema sing wall 3217-03
standard. Contractors shall include all miscellaneous items required to complete the Corridor
work. Contraptor A�ai.Il.obtain and pay for all permi.ts and required inspection fees. no- 122
Install all allXitiary Supporting steel as required for.thc support of new c onduit. fixture
Ele.c.brical. Riser n.t.s. devices, equipment, etc. All supporting steel for items above 4 suspended shall be ftom 0
J
building structure members only. Provide identification labels for all panel boards, for E/M/P -1
C,
ILA13 1i
7ADD NEW C6 X&�
CHANN�L H
73/1672 'ZI n r7 n kl�
4-
KA
A�DD C�6x 8�2C H Z N E�L
L
lighting& power, saf6ty 5-�ritchesjim' e switches, other conool devices ., Mechanical Plan . 1/8"
L
3T
2 1�5