1626 MARITIME OAK DR - MISC. DRAWINGS NOTES
I DOORS AND WINDOWS ARE APFFOXIMATE
FINISHED 51ZES;PEFEF TO MFGS
AIR ANUt UNIT-ACCE55 PAWL WITHN 4-Ir 23'-S' 4-7" SPECIFICATIONS FOR ROUGH OPENINGS PRIOR
TO FKAMING
6 oF ATTIC ACCE55-50UP RODRING 2.COVERED PORCH
MM NWO 055TRUCTION5 WINIHIN SIX 7-9 1'-4- ENCLOSURE
likPPLIANCE�CESS PANEL 3.PWPp TO DATH#4 W/SHOWER
414 P.T.P05T Tyr. 4.REDESIGN OWNERS DATH
5.PREPLUM13 LNDFY SINK IN GARAGE
WRAFFEDTO 1SX12
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1 HU ———————— 6.PKT POOP AT OWNEF513ATH
M 3-ZPG�5H-EGRE55
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...... GA��, PAVERS AT LANAI AND COYEREP PORCH
Z F_ STUB
DF, #2 1 let 1 9.REPLACED PNTRY W1 MUD DENCH AND
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2n� FLOOR F-AN 1. ty_o.x 414 old Hard Road,Suite 502
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OWNERS 0) Office:(904)264-6553
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42'�h (F4C CHIC
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Lot 131
d
I d r WC ILL.-
TsIP9Q GL5 SHELF OVER TANKLESS
H A5- Atlantic Beach
421 WALL LNORY
b C S lo ao� 2�EP /do STUB
E, UNDER eep CNT!U5 Country Club
jE,X-4— STAIRS
12 3L6" 2�6
7P, 28 t W 0.,
MEY 51M U ATrC 5TAI15
xok 151516- IN Lee-Johnson Residence
10 CLO. ETRY (SELF CUOSING)
STUPY A MIN EFIRERAMI)
(I'm P.GL5 INS Rl)
iu CUG.
Floor Plans
19CLC. 1626 Maritime Oak Drive
GARAGE Atlantic Beach,F.32233
-I"PL HT.
Du cl:Sized pe r ASH RAE Sta n da rd s Shed
Frictlonbosl;= POS r Drawn By ARJ
T, Date
Static-mts 01-07-
7 FORCH Total OF Scale 16
ZT— Duct Sizes shown in Area X Length 1/4"=l'-0"
10-1118'PLT.MT. Of
PAVE95 TEL= Plan West Indies-C 6
30
C CFM on Drawin
MECHANIC/�L EOUIFMF-NT NOTEG: �_6M5 FT.POST ON
SQ. FTQ. CALCULATION5 S'XEY)W'h BASE e-WH—d—jo.�h�[l h—
TYP. G"m�BM vcrify od 6o—pomole for d—im
FOC—R,302.5.2:DUCTS IN GARAGE SHALL DE MIN 26 15T FLOOR LYING 1917 ePeP CVERIeAP P= —d"i—9 U.jFb.
GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE 2NP FLOOR LIVING 624
ALLOWED. V-0. 1,2.-2. 2W Nrri�,Fl�nd�P-Br.W.h-1,Y—Bl-
copyriolimarooftrcopyrie
TOTAL LIVING 2541 `2
21 2�7,8' Th—pLa.,d�B�3d d—r.
F[3C_R'M1505.1.1:MIN 4"CLEARANCE REQUIREP AROUND GARAGE 549 or fom wil—mwr,r,thoY ro�o14�d W 3V thiM
ALL SIPES OF MECHANICAL EQUIPMENT AND PORCH 209 prty�iuho�,fi—oit�irirq,ho-P- P1�1-fror'
COMPONENTS INCLUDING DUCTS,WITH THE TOTAL WIDTH Northt Flonda P-igr,Im.
OF THE ENCLO�ING SPACE 5EING AT LEAST 12"WIDER LANAI 227
THAN THE FURNACE OF AIR HANDLER TOTAL COVERED 3526 15t FLOOF\ PLAN
GROUNP-MOUNTEP MECHANICAL UNITS SHALL OF 12627 San J..Blvd
Suite 702
ANCHORED IN ACCORDANCE WITH F5C R. SECTION 1-kIi—Me,FL 32223
M13072. 904.260.3319
164" 24"11
WIVEKSIDE
GE05
1W. HOMES
T03
J01 SUBDIVISION:
T03 OFFICE COPY Atlantic Beach Country Club
J02 LOT NUMBER:
T03
J03 131
T02 T03
T04 WestlndiesC10
DESIGNED/CHECKED:
T05 SR/DB
T06
T07
T08 'MUEMUSS
T09 A DnFI OF
T10
T11
10
C9
L T12
FGE01
F01 FG02
THA47 L I I
T13
F01 THA426 HTU26 11,101,
I T13
FG03 A 1'6"4 HTU26-2 HTU26 I
F02- 2-78
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HTU26 I
T13
F02 2 F07 i
HA426 T T13
]HA42 HTU26 APEX I
F02 2 F07 HA426 A4 T13 T E C H N 0 L 0 G Yi
HTU26
F02- F07 T13
A42 HTU26 This drawing is not sufficient
F07 11 6340#DRAG LOAD APPLIED TO T14.
alone for installation.
F02 -- -M-IIIIIIII0 T14
F02 m -NGINEERING FOR ADDITIONAL INFORMATION. Additional instructions
0 0 F06 T L--'/
F02 2 HTU26 T15 accompanying this drawing,
including BCSI-131, should be
U) T16
F02- HTU26 used in conjunction with the
F06 -1 T17
HTU26 architectural and structural
F03 2 1
r T18 plans during installation. If
_U26
F03 BCSI-B1 has not been
T19
-U26 shipped to the site with the
FG06 components shown on this
T20
fH- page, please contact Apex
H
:,U- ILL J- U- Permanent bracing for the
< m Technology for a free copy.
W T20
Lu
LL
-2'- 2' T20
U26 I
building, including bracing to
resist wind, seismic, or other
-1/2" EDG-R T21
lateral forces, and permanent
U) U) co (0 co co W U)
T21 bracing for all structural
L
elements, is the responsibility
T21
of the ngineer of Record for
T21 th 6 0 the building
_W0,P ANSI/TPI I-
T21 0,
2 2_6, tv,
T21 V
LLJ
GE06
NN
16'5" 1-5-1 23'5"
ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHEATHING
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX PEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200
RIVER&SIDE
HOMES
SUBDIVISION:
Atlantic Beach Country Club
LOT NUMBER:
OFFICE COPY
131
MODEL:
WestIndiesC10
DESIGNED/CHECKED:
SR/DB
165"
GE02 )ETRuss
1'4" A DWMN OF
U 511# GE04 -
T01
T01
T01
T01
T01
T01
T01 PEX
T01
T E C H N 0 L 0 G Y '
AdnNkN
TRI
T01 -
T01 - This drawing is not sufficient
alone for installation.
T01 Additional instructions
T01 - accompanying this drawing,
including BCSI-B1, should be
T01 - used in conjunction with the
architectural and structural
T01 plans during instal at on.
T01 BCSI-131 has not been
I 1U 511# GE04 shipped to the site with the
L 1'8"
GE02 components shown on this
F
En page, please contact Apex
L 16'5" 5'5" Technology for a free copy.
Permanent bracing for the
building, including bracing to
ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHEATHING
resist wind, seismic, or other
lateral forces, and permanent
bracing for all structural
elements, is the responsibility
of th"ine r of Record for
g
e
th M it r the building
nb
r,, I/TPI 1-
<
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3 "'S-rA,
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APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO� 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200