2025 Beach Ave 401-011 Desien Criteria for Remodel and Addition, R-3,
T�pe V1 construction, unprotected, for Mr, Reichler
51-611 INSTALL SEGMENTED 2"x8" 51-611 Ms, McDonough, Contractor - Turnaes Compan�,
BLOCKING FOR FLOOR SHEATHING, REFER (1) 2"x8" AT EXTERIOR WALL, location Is 2025 5each Avenue, Atlantic 5each, Florida 32233
TO DETAIL (D) ON SHEET S-3 FOR FASTENING SFER TO DETAIL (B) ON SHEET S-3 FOR FASTENING C�
RE Notes:
j _ __ 1, Design per Florida Building Code, 2001 Edition with 2003 Revisions
- - - - - - - - - - -- - - - -
2. Designed for 120 miles per hour fastest wind velocit�, Exposure
3, Importance 1,0, Enclosed, Roof Height 22 Feet, Roof 51ope 0 Degrees,
4, R-3 occupanc�, two stor�, T�pe \/I Construction, Unprotected,
'**�...NEW 2"x8" FLR. JSTS g 16" O.C. NEW 2"x8" FLR. JSTS Ca) 16" O.C.----___, f'c3,000pol
(o, Concrete.........................................................................
1, Reinforcing------------------------------------------------------------------F�60,000psl
Timber---------------------------------------------------------50uthern Yellow Fine No2
SIMPSON LUS28 EA. END (TYPICAL) 5oil Bearing Pressure-----------------------------------------------------------2,000psf
SIMPSON LUS28 I A. END (TYPICAL)
CIV
con
EXISTING 211X of Q 1611 Q_C_ JO REMAIN EXISTING Yxg" FLOOR JOISTS a]6" O.C_ TO RE �IAIN COMPONENT5 AND CLADDING:
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121-01/211 211
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CBC 057150
z ORTEGA / AVONDALE
4114 Herschel Street Suite 101
EXISTING 2"x8" FLOOR JOISTS (��16" O.C. TO R MAIN Jacksonville, Florida 32210
EXISTING 2-X8" FLOOR JOISTS 4W_Q��� (904) 387-0770
SAN MARCO / SAN JOSE
Z 3707 Hendricks Avenue
OPEN TREAD STAIR Jacksonville, Florida 32207
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S, LTT 19 BOTH SIDES.
DBL. JACK STUDS 11 15/16 x 2'-4 3/8" OF ING TO CONC. STRAP W31 1/2" z V SHEET:
EA. SIDE OF OPENING AW31 JAC STUDS TO HDR. W/ SIMP!, ON DATE :
MS-%-Ig EA. SIDE. STRAP HDR TO -2004
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- U SHEARWALL 2-B
SHEARWALL I-B _1/2-A-B. _6 NAIL BAND BOARD TO Tk
1, 1/2
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;mn BAND BOARD W/16D COM.
@ 5"O.C.
L - - - - - - - - - - - - - - - - - - - -
STATE CERTIFIED
BUILDING
r - - - - - - - - - - - - - - - - - - - - - - - -
CONTRACTOR
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CBC 057150
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ORTEGA/AVONDALE
z e 4114 Herschel Street Suite 100
C4 Jacksonville, Florida 32210
09 (904) 387-0770
04 0
1z
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;z M m
NAIL BAND BOARD TO T.P. 3707 Hendricks Avenue
&2nd FLR SOLE PLATE TO
BAND BOARD W/16D COM.
C&10-O.C. Jacksonville, Florida 32207
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (904) 399-0411
1/2"A.B.
N SHEARWALL I-A (��20-O.C. ........ SHEARWALL 2-A
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
13'-3"
Y-6 3/4" Y-O" 6-2 1/4"
5ARRY (�AtL_5, RL
40'-0"
4 �5ARA40 x5A 5TZGF.LT
6-9" Y-O" 6'-9" T-0" 16'-6" 71� bT. 4LqZTW---, fLMVA -5204E
go4-929-056o
SECOND FLOOR SHEARWALLS
49-0"
SCALE: 1/4" F
ENGINEERS SEAL
FIRST FLOOR SHEARWALLS
SCALE: 1/4" F
SHEARWALLS
SHEARWALL TYPE: S RUCTURAL NOTES:
WALL FL LEVEL TYPE
1-1 FIRST I I TALL SIMPSON SPH4
TYPE(1) ONE SIDE 7/16"HORIZONTAL SS INCL.(f BARRY GAINES,P.E.
1-2 FIRST I #B OR VALENT OVER TOP AND BOTTOM PLATES
NAIL W/81)COMM.AT 3"EDGE/12"FIELD
1-A FIRST I AT ALL ENDS AND EVERY THIRD STUD OF WALLS
OVER MIN.S-P-F.
I-B FIRST I
-1,2-1,I-A,I-B,I-C,2-1,2-2,2-A&20B ARE SHEAR WALLS.
1 2.. LLS I
I-C FIRST
2-1 SECOND 3 TYPE(2)BOTH SIDES W/7/16"HORIZONTAL SS OSB S' WALLS ARE PERFORATED TYPE IL ALL SHEATHING JOINTS MUST BE BLOCKED.
2-2 SECOND 3 NAIL W/8D COMM.AT 3"EDGE/12"FIELD DB TUDS AT ENDS OF SHEARWALLS.HOLD-DOWN AT EA END OF SHEAR WALL AS
U
2-A SECOND 3 OVER MIN S-P-F. NO D ON PLANS.PERIMETER FRAMING MUST BE MIN.NOMINAL 2"SPF S.Y.P.#2 DBL TOP PL.
SIN E PT BOTT PL.MIN 7/16 STR.SHEATHING FULL HEIGHT OF WALLS INCLUDING Z
-2-B SECOND
0 DOORS AND WINDOWS.SHEATHING MAY NOT BE TERMINATED AT INTERSECTING
TYPE(3)ONE SIDE 7/16"HORIZ.SS fNCL.OSB NAR;*/8D
S.
COMM AT 6"EDGE/12"FIELD OVER MIN S-P-F. �7
STEEL NUT HAND SNUG
YxYx 1/8"(1 Oga.) C CRETE:
(3)FULL TURNS
STEEL WASHER A�
1) AIL REINFORCEWNT IN ACCORDANCE WITH AC1315-80 OR
LA T REVISION.MIN COVER FOR CONC SHALL BE 3"AGAINST
MAX.3/4"DIA.HOLE THRU
E 1-1/2"FORAIED CONCRETE EXPOSED TO EARTH OR
SNY.#2 DBL.TOP PLATE
WE R,3/4"INTERIOR SLABS&WALLS.
HOLD DOWN AND ANCHORS-THREADED ROD A307 OR EQUIV.-CONCRETE MIN Fc=2000psi
2� COMPRESSIVE DESIGN STR.OF CONC USED FOR FDN AND
WALL START EDGE DIST LENGTH HOLD DOWN THRU LEVEL EMBED INTO FTG. EPI&Y
A307(OR EQUIV.)TR SL S SHALL BE MIN 2500 PSI IN 28 DAYS.
MP AWTEE -D
1-1 FROM 1-A 1-3/4" T 1/2"DIA T/R SECOND 4-1/4" SI
ft 0 0
1-3/4" 12'6 1/2"DIA T/R SECOND 4-1/4" SIMP A -TIE
3) ORCING STL SHALL BE IN ACCORDANCE TO ASTM A615,GR
1-2 FROM 1-A 1-3/4" 2' 1/2"DIA T/R SECOND 4-1/2" SIMP -TTE I
40..
1-3/4" 18' 1/2"DIA T/R FIRST 4-1/4" SIMP AIR-TIE 1
z
<1 EXISTING 1-3/4" 21' 1/2"DIA T/R FIRST 4-1/4" SIMP -TIE 4)L GITUDINAL REINFORCING IN WALLS AND FOOTINGS SHALL BE
0
Y, SLAB 4 I-A FROM 1-1 1-3/4" 2' 1/2"DIA T/R SECOND 4-1/4" SIMP -TIE
C AT CORNERS AND INTERSECTIONS.SAME SIZE CORNER
EXISTING CONCRETE 1-3/4" 14'6 1/2"DIA T/R SECOND 4-1/4" SIMP -TIE
B
BLOCK FOUNDAI 01 SHALL BE USED&MIN LAP OF REINF SHALL BE 40 BAR DIA
1-B FRO S I Mp -TIE B OT LESS THAN 20".
M 1-1 1-3/4" 5/8"DIA T/R SECOND 5-1/2"
'ION 1-3/4" 2'4 5/8""DIA T/R SECOND 5-1/2" S I Nmp? -TIE U
NOTE:IF EXISTING SHEATHING&NAIL 1-3/4" 9'2 1/2"DIA T/R SECOND 4-1/4" SIMP -TTE 5) C.SHALL BE HANDLED AND PLACED IN ACCORDANCE W/ 0
ON SHEAR WALLS CANNOT BE VERIF 1-3/4" 10'6 5/8""DIA T/R SECOND 5-1/2" SIMP -TIE QUIREMENTS OF ACI 301-84 OR LATEST REV.
Ll
U
1-3/4" 5-1/2" SIMPP TIE 0
3" STRUCTURAL REQUIREMENTS OF T 17' 5/8"DIA T/R SECOND
MIN. SHEATHING MUST BE PLACED ON INT SME I-C FROM 1-3 1-3/4" 5'6" 1/2"DIA T/R FIRST 4-1/4" SIMP TIE ..
SHEATHING MAY NOT BE INTERR BY A 04
FO ATION:
IGN HAS BEEN BASED ON A NON-EXPANSIVE SOIL WITH
INTERSECTING WALLS.
At, ABLE BEARING CAPACITY F 2000 PSI(TO BE VERIFIED BY
B R/OWNER)LEVEL BACKSLOPES,ACTIVE EFP=30 PCF.
BA ELL ADJACENT TO FOUNDATION WALLS SHALL NOT BE
PL D UNTIL THE WALLS HAVE SUFFICIENT STRENGTH.
U
SHEARWALL & TH
1) MASONRY OPERATIONS SHALL BE ACCOMPLISHED I.A.W.
ROD DETAIL,I TH VISIONS OF THE LATEST REV.OF THE ACI MANUAL OF
S RACTICE. HOLD DOWNS
2) CRETE BLOCK SHALL HAVE A MINIMUM COMPRESSIVE STR.
SCALE: V F
fm 1500 PSI MORTAR SHALL BE TYPE"S"OR EQUIV.ALL AND ANCHORS
MA IN CONTACT WITH SOIL SHALL BE FULLY GROUTED(MIN
20 SI). SCALE: SHEET:
PER PLANS
3) SONRY SHALL HAVE HORIZONTAL REINF.AT ALTERNATING
THREADED RODS MUST BE EMDEDED INTO THE FOOTING CONCRETE IN ACCORDANCE W1Tq SIMPSON DATE :
S CONFORMING TO ASTM A82,AI67,TYPE 304.LAP VERT.
INSTRUCTIONS FOR DRILLING AND USE OF EPDXY(OR EQUIVALENT) RE MIN 20". 01-OIB-2004
DATE PLOTTED:
THREADED RODS MUST BE EMDEDED INTO THE FOOTING CONCRETE UNLESS THICKNESS F SLAB IS DESIGN BASED ON EXISTING STRUCTURAL(AS-BUILT) Jul�OS,2004
S �4
SUCH THAT FULL REQUIRED EMBEDMENT CAN BE ATTAINED WITHOUT PUNCHING THRU boTTOM DRAWINGS"CHANDLER RESIDENCE",GEORGE BULL,JR.AIA
3"EDGE DISTA
OF SLAB WITH MINIMUM NCE FROM OUTSIDE OF FOUNDATION BLOCK. DRAWN
BY :
7%L
EXISTING ROOF EAVE
4 1-011
0
1-011
51-611 29 51-611
J0
H
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EX1$1F1N_ G gOOF
TQl REM[AIN STATE CERTIFIED
BUILDING
_j CONTRACTOR
CBC 057150
ORTEGA/AVONDALE
4114 Herschel Street Suite 100
Jacksonville, Florida 32210
(904) 387-0770
L
-i r SAN MARCO / SAN JOSE
_j 3707 Hendricks Avenue
Jacksonville, Florida 32207
7 (904) 399-0411
bAlMy (�AW._!, P.C .
-,Rog"
41 5AaA(;0b-54 5TRQF�T
Cn 4uqzTW, fLowA 52084
15T
J L go4-929-056o
rl r_1
.7
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s - - - - - - - -
ENGINEERS SEAL
U I I door I I I I
It -- - - - - -
- - - Fl_
1111 t
I Vido?o --
I t t:
zz== - - - - - - - - - - - i t
- - - - - - - - - - - - - - - - - - - -
r _j
BARRY GAINES,P.E.
DATE:
60 11 11 1 11 1
_J L L L O.C.
A, T NEW 2"x8" S.Y.P. #2 RAFT. "6 U
W4 TOE NAIL TO T.P. W/(2) 12D COMM. EA, RAFTER—
Z
IFTI PT�
4t Li
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<\ _31 z
DBL. STUD POST TO SLAB
ROOF EjLOW
NEW\1�13L 2 x8" S.y.p1l # BELOW GIRDER (TYP)
REV16101V OA 7 E45 OE6CRIP 7 ION6
kn
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REV DATE DESC:RIFTION
Cn 04
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EXISTING BUILT-UP RO OVER FIRST FLOOR TO
0 BE 'roPPED wiTH ST PINSTALLEDIN
Ak
AC(__',ORDANCE WITH CTURERS GUIDELINES.
SECOND FLOOR
ROOF FRAMING
SCUPPER SCUPPER
SCALE: SHEET:
1/2" = 1'
1-011 1 161-8 �/211 DATE :
51-611 7 10'-10 1/2" 01-OS-2004
J0 DATE PLOTTED:
1171 1 , 11 .1 . 1 1 . 11 .11 .1 1 11 S � 2
AAS 03,2004
40 DRAWN
I !QT i2 7r 51AB
'BY .
EXISTING 2 X8 NEW "HYDRO-STOP" ROOFING— NEW 3/4" ROOF SHEATHING
INSTALLED IN ACCORDANCE FASTENED W/ 8D NAILS 6"
0 WITH MAN. GUIDELINES. G& EDGES, 12" INTERMEDIATE
36"
0 1- -
FLASHINGS V4D FASCIA
WRAP TO MATCH EXISTING
NEW 2 x8" S.Y.P. #2
EXISTING (2) 2 X10"
NEW 2"x8" S.Y.P. #2 RAFT.
16" O.C.
HDR OVER OPENINGS
(3) 16D VERTICAL 2"x8" FASCIA
0 1/2" DRYWALL
TAPED & FINISHED NEW 3/4" T&G
1/2" PLYWOOD SOFFIT
FLR SHEATHING
4" FROM EDGES FRIEZE TO MATCH EXISTING
3/4" T&G FLR SHEATHING FASTENED
U
NEW (2) 1.75 x7.25"
WITH 8D NAILS g 611 O.C. EDGES,
2.Oe LVL BEAM
12" INTERMEDIATE
<
24 24 24 4t Z
SIMPSON LUS-28
>-
-<
NEW 3/4" T&G FLR.
SHEATHING NAIL NV/
uI
if
AC IA
0 8D NAILS, 6" EDGEIS, 12"
(,A P,-, 4 0 a) NEW (1) 2 X8
0 0 0 i�: In =
INTERMEDIATE cc)
0* 0 7
0 0 0
(3) 16D NAILS VERTICAL 2 x8" S.Y.P. #2 ATTACHED TO
EXISTING 2"x8" FLR. JSTS.
O.C.
EXISTING 2 x8" AS SHOWN
(a&) 2 4
ON SHEET S-I
NEW 2 x6" S.Y.P. #2
DETAIL " All WALL W/ (2) STD PKG
STATE CERT�
BUILDIN
SCALE: I " V
CONTRACI
EXISTING 6
CBC 057 L
(1) 21IX811 3/4" T&G FLR SHEATHING FASTENED
WITH 8D NAILS @ 6" O.C. EDGES
ORTEGA /AVO'
BLOCK WALL
12" INTERMEDIATE 4114 Herschel Stree
CIA
Jacksonville, Flori
16 16 16
16 16 (904) 387-07
gel I.,
SAN MARCO S,
3707 Hendricks
EXPSTING 4" Jacksonville, Flori
CONCRETESLAB
(904) 399-0,
P4
EXISTING 8" C.M.U.
A,> Z
(2) 1.75 x7.25" ?.Oe LVL
1\1 AKI STEMWALL bxmy (�AtL
(3) 16D NAILS VERTICAL
A-T
16" O.C. INTO EXISTING BEAM 4 ,5AaA(;obbA
EXISTING FOOTING
IIx10" HDR. ABV- WINDOWS Wr%IMPSO HU-48
(2) 2 bT. 4L4ubTW- fLOP
904-929-1
DETAI " B "- 'TYP ,, SECTION
ENGINEERS SEAL
SCALE: I " V
OF ADDITION 7 DETAIL
EXISTING 2 x4
F
EXTERIOR WALL SCALE: I "
SCALE: 1/2" F
2 x8
BARRY GAINES,P.E.
SEGMENTS DATE:
U
DBL RAFTER AND CEIL JST
(2) SIMPSON CS 16 STRAPS W/ 2"x4" S.Y.P. #2. NAIL EX19T.
O.C.
CONTINUOUS W/ 12D @ 9
u
ROOF SHEATHING >
3/4" PLYWOOD OR 0.'30- . 4 x12" S.Y.P. #2 TREAD
NAIL STRAPS EA. RADIUS WALL
(APA RATED) NAIL W/ 8 (OR EQUIVALENT)
STUD W/ (2) 16D NAILS. RETURN
O.C. u
C)
STRAPS A MIN. OF (2) STUDS @ FLAT COMM @ 6 A
LEADING EDGE
81
WALLS AND NAIL W/ (2) 16D EA. SHEATH RAFTER TO u
4 - ---------
-7-------------------- OFTREAD 0
CEILING JST SAIVE
NOTE: WHERE SHEARWACLS ARE - 0-4
AS SHEARWALL 0
PARALLEL TO CEILING J ISTS OR 4
3 SEGMENTS ARE APPROX. ----- - 04
RAFTERS, CONTINUE W L FRAMING
12" IN LENGTH EACH
TO ROOF DECK & NAIL RU ROOF 2"x2"xl/8" STEEL ANGLE
12 12 12 0 0
DECK TO TOP PLATES (-2) ROWS W/ (2) 1/2" T.R. ANCHORS
U
O.C.
8D COMM 3 3" MIN. EMBED, MIN. EDGE
SHEARWALL
4" W/ SIENIP. ET EPDXY 611 -1/2"
. . . . . ... . . . . . . . . . . . . . . . . . .
. . . . . . SCREEN TUBE
2"x2"xl/8" STRUCR
STEEL ANGLE
DETAI
(2) SIMPSON CS16
SCALE: S
STRAPS (CONTINUOUS) PER PLANS
DATE :
DETAIL " Ell DE " F " 01-OIB-2004
DATE PLOTTED:
dul�OS,=04
E A " D "
SCALE: I DRAWN
SCALE: 1/2" V BE)E3
BY :
SCALE: I " F
40'-0"
40'41 51-6" 29'-0" 5'-6" ---
10 5'-6" 291-011 1 5'-6 t 91-011 91-01,
Ll Pill ri
rr
rop
11'-11 1/2" -1 4'-6" 1 V-11 1/2"
handrails 81-01,X 6'-8" 81-01,X 6'-8"
k Disconnect %, t
U C andu-iLair
Remove existing light fixture rernoNc sliding gias.,
emove all siding,existing fixtuAs free-standing 7Remove.11�bclving, doors&balcony
no'n
, " ard
Cap off shower,re-install new fireplace remove c ose interior wi 11board railmosinarto'
remove shinj les
toilet&srtik at existing locanorn. _hSlow,stairs &ceil ing
Sheettock walls,tile floor. newishectre k
Vent for A/C tile n show r
-2 1f t32
11'-11 17/32" 5'
11'-1 1/2" 1 F-10 1/2' T-2 11" 5'-� 1/2" 11'-11 1/2" 1 L W.0
5'-2 1/2" L
00 11 '0
t
----------
BEDROOM #3
R'locatewateill'at" ----------- Lt BEDROOM #2
next toar handlei,
Relocate air handle, -—————————
ficon line&&tui F4
tront middle ot'tloo, -—————————
f)j�wall W3111,1164111 InIAll,
ul*tra quiet exhaust fan fw Z�'i ————————— \0
co'noluou"lutv Duct I
wrtlow r"at I., ———————
Remove shingles Rernme-ik F7
STATE CERTIFIEIE
(sheetrock At paint) (sheetrock&paint) BUILDING
eq eq from wall l"oIn A.11 rq
['1L93/4" ;'-93/411� 11'-11 17/32" CONTRACTOR
L I]'-11 1/2" 1 k f
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Fm=�Pl CBC 057150
j
en en
en R'o"a'exi,ting shchin ri> ORTEGA/AVONDA"
tod ind hdt ahov�on
onc rd,only 4114 Herschel Street Suit,
Jacksonville, Florida 32
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'21
T-2 1/2", T-0so 101- 5'-2 1 (904) 387-0770
SAN MARCO / SAN J(
3707 Hendricks Aven
Jacksonville, Florida 32
-0411
(904) 399
ol -6" -6"
7' 7'
�rr,&balcony
ingslp.rtotorr,
enro",a "in,lr�u
R 'x's
p",'�x siding 'tafl nev
"wer''e-ins
' 'ano
sL'n'
a'
"'en ok wall"tile
Vent fur A/C
1/2'
5
T5
J4
en ooKs ile LIC
0
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14iii 2 v!K-
1;-6 1 5'-2
15'-11 -------------
4
0 0
71-0" 161-6"
10 401-011
40'-0" or
EXIST— G FIRST FLOOR. EXISTING SECOND FLOOR,
W C)
Z
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REV1610NZ�ATE6 10E60q1)=710N6
U
REV DATE DESCRIPTION
z
F-iiI
EXISTING FLC
PLANS
SCALE: SHEET:
1/4"
4*1 DATE :
05-21-2004
DATE PLOTTED:
0
DRAWN
BY : LNT/5D5
A14D AD ON SHEET INDEX
U
Tm 0
0
P 1 00 S 7LD i L R E M%r)�)`.1)E L DHTH FCO �R
CVR COVER SHEET
IT
T.7
U
TD
ACDr A- 1 PROP09ED FLOOR PLANS
T_D)
IF A-2 PROP4ED ELEVATIONS
E- 1 PROPOSED ELECTRICAL PLANS
2(025 B8ACH A*ENU.E
S-1 FIRST FLOOR CEILING ROOF FRAMING Con
ATLAN. TH. 0 'i:�)EACH9 Fij _'V' DA 32233
S-2 SECOND FLOOR ROOF FRAMING
SQUARE FOOTAGE INFORMATIQN : S-3 STRUC URAL DETAILS
CONDITIONED SPACE FIRST FLOOR
S-4 SHEAR*, ALL AND ANCHOR'PLAN
CONDITIONED SPACE SECOND FLOOR
A
CONDITIONED SPACE THIRD FLOOR IV/A STATE CERTIFIED
X-1 EXISTING FLOOR PLANS
BUILDING
UNCONDITIONED SPACE 415 &F, CONTRACTOR
CBC 057150
19V8
UNENCLO5ED SPACE 51
ORTEGA /AVONDALE
LOT AREA (EXCLUDING WETLANDS AND BODIES OF WAIR) 119250 SF.
1 4114 Herschel Street Suite 100
ALTERED FLOOR AREA Sq, Ft, ENCL06Ed� 251000 S'F' Jacksonvil,le,,'Florida 32210
UNENCL05ED 340_ 5,F, (904) 387-0770
SAN MARCO / SAN JOSE
3707 Hendricks Avenue
STRUCTU]RE HEIGHT STOIRJES
Jacksonville, Florida 32207
VIS
2"
3W (904) 399-0411
3n 310
22 2109
m '2102
• HEIGHT OF STRUCTURE IN FEET ta t
370 M US 345 M
• NUMBER OF STORIES no
no Go
ON -.owl Met~I
TYPE OF CONSTRUCTI
3W an
30 nO 310
TYPE (INDICATE TYPE 1, 11, 111/ IV V VI) -
1915 INS
UNPROTECTED 201
PROTECTION. (INDICATED PROTECTED OR UNPROTECTED)
We no
INDICATE ONE: (SPRINKLED OR UN6PRINKLED) UN$PFJNKLED 1"7 no
am
Iwo
319 315
MATERIAL INFORMATION
2611
ROOFING (MATERIAL SHALL MEET THE REQUIREMENTS OF CHAPTE 151 FL. RIDA BUILDING CODE)
Im 312 Iml IW4 ,If
D226 TYPE: I OR- TM D4869 TYPE I left Im I" =M 2M " low
A5TM: 2.4 2m -
ROOF UNDERLAYMENT U,N,O, n"
7
77 a sy Ion Im
ROOF FLASHING -- GAUGE OF MATERIAL is" Is" low is" Im
26 GAUGE MIN, CAP - 26 G*r..,E t
EAVEDRIP - PROJECT LOCAT , N MAP Im Ion IIW on
low
RAKE - 26 GAUGE MIN, VALLEY, _:t2AGAW MIN, lm I
W�__ - 0 INDICATES PROJECT LOCAT N low Im Im -_-7
HYDRO-STOP ROOFING INSTALLED PER NMIANUFAC WDELINES lem
ROOF MATERIAL
Duval CountyWiftd Spved Zones lay
FASTEN IN ACCORDANCE WITH MANUFACTURERS GUIDE Im I
(Lm � Im
FASTENING ce"Fightic)MOC40fJoclemon Im W4ft
. ..........
.............
..............
...............
6'
. ....... Rov
...........
Vic
PROJEC TY MAP
........ .......
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T �D
JUL '42
:N
r I
Con
REVISION 0A TE6 Z)E6CRIF TION6
REV DATE DESCRIPTION
I MORI
COVER SHEET
SCALE: SHEET:
NONE
0 quaic"O*wild @"ad z0bet AOL
DATE :
Aa
/V 111W 06-01-2004
0 7 14 21 Miles
DATE PLOTTED:
1�4
ISOS,2004 vr
NOT TO SCALE FBY�:WN
40'-0"
5'-61' 90-0o 11 91
21-0" 6-0 21-01' -01, 5'-611 01
5'-6" 29'-0" 5'-6"
6-001 X 8'-0" 2'-0"X W-04 6'-OU 8'-0" -01,X 81-01, 6'-0"X 8'-0" T
0 61 Lj a Align with existing M
lights,To be switched Oil Ck-,
same circuit as existing
-Liza
NOTiL k
6JT FU L Smoke detectors to code. rework SW1tLhC1
for existing lights
in he,hofln'll
exisliq fixturv, BATH
E
F;�'?t' N 0 T
re-instal ne",
osting 14ations.
CELLAir
g!6 EYE A 11
�t"'Lk w.I Is,tile t E -W— His
'L qr
..t f I,All
*Y
1-2 1 12'-C 1/2" 12'-0 1/2" 5'-2 1/2 'k,,witche' clost t
F1 rew")
for existing lights
in hedroonis to 3-wa,
"? so
41 if 12'-0 1/2 switch 0 k
-1 5-2 1/2 11 first flol
12'-0 1/2" L,5'-2 1/2"
10
Reloca watcrh:ater— MECH Guest c�
t Air hand cr.
Rcloca cairh lier I-,] Bath MASTER
freon ine&'d",in STATE CERTIFIED
next
from in ddle of f 0 FAMN L Q DINING GUEST BEDROOM BEDROOM fall
Drywall w Its,insta I or all, (']can-upcxi ingliai BUILDING
ultra quiel exhaust 'an N
an for ire separatfirtvit 00\ CONTRACTOR
continuous luty. DL:t return c cellai c,oling u
aidlow o air har llc,, CBC 057150
2' X 6'-
ORTEGA/AVONDALE
Reim-ate recipwics under
suis intobiock wall 4114 Herschel Street Suite 100
EYE E
`nF, NF Jacksonville, Florida 322 10
0"X
F- (904) 387-0770
R F-
en en I -
thrive on Irl
.011 X
xi 2'-6"X 6'-8" 3
Rud s:,,dc,nly r . >
sl�[ I-- r�
sub-p lr, -- — l
A"X 6'-8" 1
77 Q as SAN MARCO SAN JOSE
1-4�f' 3707 Hendricks Avenue
10'-6 1/2"
6'-Q"
�AN
PAN Jacksonville, Florida 32207
(904) 399-0411
Y-2 1/2" 101-5 71-07" 10'-5" 0�? Y-2 1
4'-0"X '3'5"
CLO$ET LT�
linens -<' '-6 518'Y
�UF'STA TH h4i #I,
T-5 r,4:;2' -3'-5 ell
41mcns
built-in
It wall 1 -11919 81!
over,
A Maste
>1
OP
71 8HEN Bath I
P,
-5 1/4" -3wm'
ma
FOYERLAJ LY-i "ub/,I,, U
M
=117—11111111
GUE T ROOM
00
Y-l"
15'-11 P-6 114' �i -2 ifir 3r5 No- -3,-T-i7r
Lyj Lyj 161-11
cc
-1
WTT
4
Relocate I
Di,h.ashc,:
--- I a L--L--- ill 110111111 1111 III&J11111 I IN
A V-4
2'-11 15/16"x 2'-11 15/16' 2'-11 15/16" 2 1 /16
2'-11 15/16"x 2'-11 15/16" "Ilk CXW13
CXW13 CXNV
Ai
161-611 7' 16-61'
4 23'-3 7/8" 6'-10 1/8" 2'-1115 6'-10 1/16"
40'-0" U
Z
W-4
PROPOSED .ri-� R$. T L. 00R ELECTRICAL PROPOSED SECOND FLOOR IELE TRICAL
0
REV16ION OA 7E6 Z)E5CRIF TION6
" U
REV DATE C>ESCRIFTION
04
F
PROPOSED
ELECTRICAL PLANS
SCALE:
1/4 1
40'-0"
91-01, .-0 6-0" 91-01, 5'-6"
4"' 51-61' 2 W 2'-0" u.
51-6" 29'-V Rculace;doo 5'-6" New insulated IT."'.in_t New insulated I New insula] New insulated
fixed glas,-l.oN,L fixed glass-Low F
8'tall sliders fixed glass-Low E casement-Lo 1h
%
6'-0"x 8'-0" 2'-0"X 8'-0" 6'-0"x 8'-0" 01,x 8'-0" '6'-0"X 81-01,
d'-
Li a
IF W
19
ac
X hurricane
[hu...7,nc glit"
F-;�' NOTE:
X Replace z
window Smoke detectors to code.
retain shingles 1111110111111
ve ell
ri Eshcetrok
t le","')"'.:
l Tile 11 11
OUT FUT RE tile in shovcr ex."t hil"t;
her closets His
Remove a I sodin t Xtu 8 BATH W VE 00
'ex" n
cap offshowe re-insta ne
r
toilet&sink at isting It ationS. Close t
Sheetrock w fis,tile f sor. CELLAR STATE CERTIFIED
Vent A/C '-2 111, 12'-C 1/2" 12'-0 1/2" 5'-2 1/2 BUILDING
12A 1/2" Y-511 12A 1/2" IF 5'- 1/211
5'-2 1/2" j'r CONTRACTOR
c 10 10
Guest CBC 057150
, (11_�jl MASTER
Reloca:tanter h atct New am Add I"furring trips to Bath GUEST BEDROOM BEDROOM
next 1: 111'hall(er. existing studs. AdI insulation ORTEGA/ AVONDALE
c�'ir hit,fie, &vapor barrier,w;11 covering
firean in'&d ill :D01 n:cellar. X 4114 Herschel Street Suite 1(
tic DINING suitable for wi "s
f"... &Oflitor. LIVING
mywalt w ills,insw I WWI,
ultra quici exhaust iun for MECH Jacksonville, Florida 32210
continu,"',luty. Dq;t retum (904) 387-0770
ller.
i1flo. t,air Nu ller.
E
4— Al
SAN MARCO / SAN JOS[
h u,'rxi an
glass
3707 Hendricks Avenue
U C F-
C? Jacksonville, Florida 3220')
F-
M Y-O"x 6'-
X 2'-6"X 6'-S"
___3 (904) 399-0411
Y-O"x 6'-8
ZZ:ERd an d thoveon cased
�:i 'c" 4%.- AN 6-V
one ste,Illy I* — — — — — — P -5 1/2,
10'-6 1/2" ollening
.00, —77
zt
ZZ: 0
Cal di—
under window 2'-0"
2'- '_X
le 1� _. — /I(�s I
Add sh~head I A,d 1mr—ed hif X
and vidvc to tub 8,'h,�,c,within to i
He 11,711, granite T-5"
10'-5" e"' C I — I
5'-2 1/2" 10'- 5t-2 I counter
linens
CLO$ET EST 4ATal�L1,, 1(// 4'-0"X
"rem 1 t
—7 L� :t
4 wall
10'-9 7/8" With OR" in
'�Iove
built-In I ster
wall
C?
_R Bath Itcale
KITCHEN 0 -c,h,�,d tal
new cooktop Wood deck over
fQYE &exhaust hood 14b 7"o
R
Hydro-Stop roof 'tz-
Pwh b.'1'in ri,,rth centered
GUEST ROOM
0
installd [op
16-11/8"
15'-11 1-6 114 2 1/4" 12'-6 1/2" 1314"
ir)4
;5 1/,
olw
Dr e-s
'On 0."t l 0
6'-
W 11 INIA
1111g111111111 11
I Relocate I
Dishwasher 2'-11 15/16"x 2'-11 1-1 16"
CAW 13 U
2'-11 15/16"x 2'-11 15/16"
2'-11 15/16"x 2'-11 15/16" New window CXW13
CXW13 - ;entered over
'0" sink 1C 23'-3 7/8" 6-10 1/8" T-11 15/16" 6-10 1/16"
161-6" 7' 161-6"
L40'-0"
C)
PROPOSED FIRST FLOOR PROPOSED SECOND FLOOR,
04
U U
REV16ION Z�)A 7-E6 CS6CRIF TION6
fR EV DATE DESC:RIPTION 00 C:)
PROPOSED FLO(
PLANS
SCALE: SHEET:
1/4" z V
DATE :
01-OIB-2004
DATE PLOTTED:
JU19 OS,2004 A
DRAWN LNT/BE)5
BY :
f
F F T—
PROPOSED FRONT ELEVATION PROPOSED LEFT ELEVATION STATE CERTIFIED
BUILDING
CONTRACTOR
CBC 057150
ORTEGA /AVONDALE
4114 Herschel Street Suite 1(
Jacksonville, Florida 322 1 C
(904) 387-0770
SAN MARCO / SAN JOS[
3707 Hendricks Avenue
Jacksonville, Florida 3220-)
(904) 399-0411
A�
—LFL7LT-1
—17�
C) U
41
0A M5 1 ,0E6CRIP rION6
REV DATE DESCRIPTION
z
Li 11
014
PROPOSED REAR ELEVATION PROPOSED 1UGHT ELEVATION PROPOSED
ELEVATIONS
SCALE: SHEET:
DATE :
0 —OcB-2004
DATE PLOTTED:
Julq 0%2004 A�.
DRAWN
LNT/BD5
BY :