Barefoot Trace 2305 (3) REPLACE Ad-L SHIN6LES
N�ARCHITECTURAL
SHIN6LES OVER 50 # FELT
IL
REPLACE ALL SHINr_9LF_e
N1 ARCHITECTURAL
SHINc9LES OVER 50 # FELT
I CONTRACTOR
,H
vERiFY PITr
OVERHANS, SOFFIT, FASCIA
TO MATCH EXISTIN6 LLI
OVERHAN(9, SOFFIT, 4 FASCIA
TO MATCH EX15TIN6
I I-F T-f 1 -1 1 -11 -1 1 _F1 T1 J I TLE I I 1 1111 1
EL +a'-O" TRUSS 5EARIN6 111111 111TI1
<1
IL-J
LL--------Jl LL=======jj . LL===J
11-L LT-H
F-L -0'-0" ADDITION FFE
L -o'-O" ADDITION FFE
EL -2'-0" FIN 6R EL
REAR ELEVATION
FRONT ELEVATION
lu
I-oil Ca
50505H 50505H
W C
0 0)0
C 0
C
C
co
OWNER SPECIFICAT IONS.
7
0" E
- All exterior finishes, Including trim, lap sicling, paint, winclows, z: 212
winclow trim, saves, brick, etc, for the proposed addition shall lu 3, 'bg
00 j5
C O..0
match the finishes on the exIstIne structure. OCL a a 10=�O)*'-0
IL Cl) 4L- q
Q)
- Provide 2 Sola-tubs sk,4IIGht6 -1 in the master bedroom and COE XLj:5,= 00 C-0*� L
I in the sitting-room.._Loca�fori to be cleterminscl lb� owner.
02 0
ExIstine exterior walls that will become interior walls shall be &j
C= 0 0 0
firred with 2x2 lumber at 2411 on center and covered with 0 cc a-r- 0 rz-.0
E 0 q
C,>� 'rM- (D 0—0.) CO
0 C:
x75
46=
S
0 0
0 Qe 120 0
'E'
-0, C) �
M. 0
0.6
10 10- 0 65
CONVERT EXIST 0-2.0 a, ?). ro,
= 2 CN-4020U .-M
50505H TO L_0 tr:
506a DOOR E
a 0
C�. :r- 0 V)!!= 0
EX15TIN6 50505H TO
REMAIN 5ETYqEEN
NORKSHOP AND C9ARA6E
SHEET NO.-
Architectura I
J05 NO.:
5UILDER:
REVERSE SNINC7 OF FRENCH DOORS
TITLE 5�4EET LOT NO.-
TO�5KNC, OUT (T"(P :2 PLACES)
-X OF SHEETS-
Rr:�RAME AND RELOCATE
-1ATERIAL INFORMATION
OPrENING FOR NEW
Al - ARCHITECTURAL PLANS 4 TITLE 6HEET SUBDIVISION,
Fier
:ROOFING. ERGLASSSHINGLES OVER FELT
(2)2(o&a FRENCH
A2 - ELECTRICAL PLAN ',IF>0OF UNDERLAYMENT - ASTM 466-3 TYPE I
:�RZOOF FLASHING (DRIP,RAKECAF`,VALLEY)-26 G
ST2 - STRUCTURAL PLAN AND DETAILS :I FLOOR PLAN-
'�INDOLUS s DOORS-
LIST Or- ATTACHMENTS. xINEERED INSTALLATION SFEC IF1 CATIONS TO
tiNC BE
ENERGY CALCULATIONS
REMOVE EXISTINC, KNDON PN Joe SITE AT TIME OF INSTALLATION DESIGNED: WVC
AND� CONVERT To CASED
OL CLOSET
kNINFOIN OPENIN6 OUTDOOR SHOVqER Y41HOT
/—AND COLD kXATER PROJECT SCOPE
REVIEWED: WVC1
SERVICE ONE- STORY ADDITION UJITW ALTERATIONS TOAN�,
7/
EX16TING SINGLE FAMILY HOUSE UJIND ZONE INFORMATION
REVISIONS DATE
0 -;ARAGE
1. ADD U)Of;;K6HOP TO FRONT OF C REFER TO THE STRUCTURAL DRAWINGS FOR THE
2. ADD EXERCISE ROOM, BATHROOM, SUNROOM,
LUINV ZONE INFORMATION,
BEAM ABOVE IBEAM ABOVE ECK TO REAR OF HOUSE,
AND DE
PROJECT LOCATION:
WE5T OF THE COASTAL CONSTRUCTION ZONE
00
TRUCTURAL ENGINEER:
CONTACT INFORMATION:
HALF LUALL SUNROOM BLUI Consulting Inc.
r CA No. ,5335
BUILDER: F0 Box 51604,
tL Jacksonville Meach, FL, 32240
AREA TABULATION BRYAN WRAY
241-1B602 -------
1_" � :' �':' ' ,;'MLUId6 sultm,
WORKSHOP 256 S.F. n
a-meall'south.het
:266a
NEW SUNROOM/EXERCISE. 3aa .5 P, BLDG DE5IGNER-
7/
DER ROOF, 64 WARREN V, CARRIGAN, I I I
TOTAL UN (0 S P.
5UJI CONSULTING INC.
24S-64113
I A1
STRUCTURE HEIGHT AND NUMBER OFSTORIES STRUCTURAL ENGINEER:
HGT. - W-311 INC
MEAN ROOF 5Wl CONSULTINC
BO&OSH 5060SH SO60SH 5060SH a060SH 5060SH 5060SH NUMBER OF STORIES - ONE F.e.F,E, CA No. IBB36
VZZ�ZYZM y_zzzzX_z1_zzzzA rllzzzzzzzzzlA
K1ZZZZZZZZZZ1j VI;
WARREN V. CARRIGAN 111, P.E.
0 A.
24,B-641.3
-511 CITY Or A�L�,.,
CONST U TION TYPE,
T
T T i T
TYPE VI (UNPROTECTED, UN6PRINKLERED)
501
-411
14
AIJU Z lullij
_QYv
FLOOR FLAN Warren v. Carrigan III
LL1
F77-7-7-17777;=
VZZ1Z-11-Z11Z111A
<1
LU
<1
ELE C' TF,., I CAL L EG;ENED
FLOOR PLUG
PREWIRE
4 IEB3 ACE
4 220V OUTLET
CE 11 ING FAN
W1 IGHT -T
110V OUTLE
WEATHER PROTECTED
PREWIRE
4 110v OUTLET
5)RACE
CEILING FAN
SWITCHED 110 OUTLET
(NO LIGHT)
(TOP HALF ONLY)
UOR LIGHT
GARAGE DOOR OPENER
CEILING EXHAUST SWITCHES
FAN/LIGHT FIXTURE
$3 3-LUAY SWITCH
CEILING EXHAUST FAN
C r-'a :lS a 0
C
PREWIRE SECURITY
'0
LIGHT FIXTURE E
KEYPAD (ou'0
8- in,
CEILING MOUNTED 77 PREWIRE
:6'40' E
TELEPHONE CL-K —a
LIGHT FIXTURE C: 0.C 4) 2-5 0,
0
Lj 's
WALL MOUNTED PREWIRE r Ur--0-
0 0
2`-a q o
4,
0.0
...... LIGHT FIXTURE CAIBLE T.V.
'00C - ' .'00
DOU5LE a C
4) 0 0 .0
Z SMOKE DETECTOR E - :gw>,-
0
F
L�IOD LIGHTS
o co c 0
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Em z:F
8.
THERMOSTAT >: <
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DOOR CHIME C =1 I= E cc Lo- 121 85
>'-0 '5-0.2
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Q) 0 4)- '0 E
DOOR IBELL
-44)z
X 0 or C:
0
X 0 q E
C� . .
_r_ 0 C=-
0 to 2=:6
ELECTRIC PANEL
ELEC
-0 PANEL
EE ER
FI -T NO.- A-2
FLOOR PLUrz, OUTLET
LOCATION PER ONNER
Plan
Fr--T v]
J05 NO.: wray-1
IBUILDER: WRAY
LOT No.:
61,15DIvISION:
--,q V/-/77/7/7= r71.1x,,1zzzzzzz KIIII-71-171771-A lz��
F,7777777= K11111ZI,,1,1111A V1,71,,,11,zzl—
FLOOR PLAN,
wVC
DESIGN;�'
ELEC./TRIC-AL FLAN REVIEWED: wVC
ATE
REVISIONS
STRUCTURAL ENpINEER:
IBLUI Consulting Inc.
r-15PIE CA No. 13336
PO eox 51604,
Jacksonville 1!3each, r-L, 32240
(1504)2413-8413
1E
Warren V. Carm an Ill"
PE No. 48503
(2/30/03
DESIGN CRITERIA AND LQAQ6
1BUIlding Code
2001 Florida 5ullcling Code
Code for Design Loads
Roof Load (Cd 1.2!�)
Top Chord Dead Load psf
Top Chord Live Load 20 at
p
Bottom Chord Dead Load 5 Pat
fBottom Chord Live Load 10 par
Floor Loadinci (Cd= 1.00)
Top Chord Dead Load 10 Pat
Top Chord Live Load 40 par
5ottom Chord Dead Load 5 Pat
Bottom Chord Live Load 0 Par
Wind Load (Ccl- I/00) <1
ASCE 1-136, 3a Gust 120 MPH
FOUNFDATION NOTE5 Exposure Cateeor� C
Z
Importance Factor 1.0
1. Concrete compressive strength for footIngs= 2,500 psi at 2a da�s (UNC). 5uIlding Category 11
2. Concrete compressive strength for slab = 2,500 psi at 26 da�s (UNO), Partially IE-nolosed
NOTE:
3, All reinforcing steel 11.3 an& bigger shall be ASTM 4615 grade 40 deformed barS (UNO). i Interior Pressure Coeff 0.55
5RICK VENEER SIDING C4C; Design Pressures (see table 1)
4, All reinforcine steel shall have IBO degree bend at corners with a 25" lap. HORIZONTAL TIES e 3011 0,C.
5. f=Ibermash is an acceptable alternative and shall not require WLU�.
VERTIC:AL TIES a 1411 O.C. 612ecfal Floor (Deck) Loading (Ccl= 1,00)
n chanees In $oil conditions WEEP HOLES e 4811 O.c. Top Chord Dead Load 10 per
(o, This foundation Was designed for use on relatfvel� level terrain with no sudde <1
(either material composition or elevation) within 15 feet of the Foundation footprint. Should the contractor Top Chord Live Load (00 Pat
find that the supporting material is not relativisl� homogeneous within that area or that there are retaining Bottom Chord Dead Load 5 Ps F
walls or other sudden changes In elevation within the described area, contact the engineer of record For 5ottom Chord Live Load 0 psr
Maximum Floor Truss $pacing I o.c.
Consultation prior to concrete placement.
1. Earth fill supporting slabs on grade shall be free of organic material and cohesive soils. Compact the fill �2
In 12" lifts to at least 'BE-551-' of Modified Proctor Maximum Dr� Dsnslt�, The contractor or homeowner shall
employ the services of a registered Florida geotechrilcal engineer to confirm that the subject site is
suitable to support the proposed structure. TABLE I COMPONENT AND CLADDING
a. Stemwalls over 4 courses tall require special attention to bracing during construction. Contact engineer DESIGN PRESSURES
of record if this condition exists. <1
l2f. To control Cracking in the 51ab, cut I" deep saw cuts in a 15' x 15' grid throughout the slab Within 12 hours of Interior Zone lEnd Zone
Eftectiv (per)
concrete placement.
Ind Area
10, Do not scale footing dimensions and locations from the r-ounclation Plan. Do not determine footing
0 - 20 Sq Ft.
+4B -51 +46 -60
location from architectural plans or f=ramine Plan. If footing size or location Is not determinate From use of
Foundation Plan alone, Contact the engineer of record.
21 - 50 ft. +4(o
-41b +4(o -5,1
11. Simpson Strong-Tis Acr�llc Tie (REPORT ER-51V) shall be used in all drilled and epoxied connections to
concrete. Anchor bolt, threaded or doweled reinforcing steel must be embedded to the specified depth, in
51 100 sq,ft. +43 -40 +43 -52
a hole drilled 1116" greater than the diameter of the anchor. Manufacturer's specifications must be followed
for proper installation.
101 200 +42 -45 +42 -41b
END ZONE DISTANCE, a ro
N
C'i-C
0
C sn.D
0>
411
01
all MIN
'.4 IN
E
9,xio-WI.4 x WIA WUJF 2,2
E TO
.211 MIN
LUXERPROOF BARRIER
Za:1 2 a 00
0
A,,
(2)04 CONT 12OR b=12" UNDER I STORY WALL Q) 2
L
(oll OFT. EXTENSION (3)04 CONT FOR bm fro" UNC>ER 2 STORY WALL
Q) 0
IN BRICK LOCATIONS (3)S CONT FOR b220" UNDER 3 STORY WALL L:
ON FND PLAN Q)
C
C
E 2, 0 a
42 5 0 20 0 - w
MONOLITHIC, FOOTING SECTION I C 0
Q Q)
C: r,-.0 on-co: --'0 C
2
M a" 0 0
17r',1,2Fii.`�--kkk 1, -,-J'ri
"0 C::r, -9
04 'a 4W-12" MEND TOP, E-
BEND BOTTOM
0 o .2
CO
C
el, CMU (TYF)-\ Q)
x&-WIA x WI.4 WLLr- .6
411 A- 0
FINISH L CNi.9:r- 0 v):!=-0-6
all MIN TOP EXISTING SLAB
GRADE I
LEVEL WITH HOUSE
�-AAST-IN-FLACE SLAB 2500 FOSI CONC
Y/
Z,
CONCRETE FOOTING SHEET NO.: 5T-I
FTG DINMENSIONS TO BE 1211 OEEF
(2)15 OR (3)04 CONTINUOUS x24" WIDE WK3)S IN 3
STORY SECTION5
ro" OFT. EXTENSION
FOOTING TO BEAR ON
-'2
IN BRICK LOCATIONS! 1
FIRM UNDISTURBED SOIL
ON FNID PLAN
.............I.I.-I.-
J05 NO.-
- CMU 6TEMWALL 5ECTION
BUILr-)ER. WRAY
All 11 �2
Q
LOT NO,-
2411 Sa x 1211 DEEp SUBDIVISION-
(2104 CONTINUOUS OUTSIDE OF FOOTING WITH (2/104
FLATWORK 2 EW (TYF)
T
r-LOOR PLAN,
41'
A4
DESIGNED: WVC
WATERPROOF BARRIE 611 1--411 \-rox&-WIA x WIA WWF jai-IlI
I _nil 1:11-1 IZ211
T T REVIEWED: WVC:
RIEVISIONS DATE
—BEARIN6 WALL FOOTING eECTION
STRUCTURAL ENGINEER:
5WI Consulting Inc.
FMFE CA No. 15338
FO Box 51604,
Jacksonville Beach, PL, 32240
FOUN�:) ATION FLAN.
(c304)24,b-84l3
eWICcnsultfngtvBelIsouth.net
J. .
E
A�
ILIA
Warren v. Carrigan III
PE No. 48803
TRUSS TO TOP PLATE WITH Hr->PTI W/
TPP4 W/00)9�6
6 2411 O.C. (MIN 2 (8)66. EXCEPTION: JACKS 71' LONG AND
PER Wr=ADr=p,) WHORTER MAY BE FASTENED TO TOP PLATE
W,/Z//////:1A VI: ITH ONLY (3)10d TOE NAILS.
_V NOI HEADAR 61ZEAND N&5E
Or- PLI�6 PER FRAmi Na PLAN
CRIPPLES AND ICALLOUTS.
KING STUD. QUANTITY CRIPPLIE=6 AND
PER CALLOUT ON KING STUD. QUANTITY
Dr=516N T4 TO RECEIVE RIDOE FRAMING PLAN. Pr=R CALLOUT ON
_Tl (&)I(od BETWEEN FRAMING PLAN.
/6IRDER 6:2 - SEJDA�K
LOAD IN TH15 AREA. I ADJACENT CRIPPLES IBETWEEN
AND KING$ ALL CRIPPLES TO ADJACENT CRIf;'fPLE6
AND KING6
HEADER:
TRUSS T5 IN HEADER, (6)1&d
*111ro" 0913 ROOF DECK.NAIL 6>11 O.0 NOTE: PROPERLY RATED OPEN
ON EDGE5, 12" C.C. IN FIELD (UNO) IN CRIPPLE. ujr=m TRUSS PrEADEP,
TRUSS T4 LUITH 8d COMMONS. MAY IBE $UBSTITUTED
I=OR HEADER SPIECIFIIED
IN THESE PLAN5.
ALL CRIPPLES TO <1
50TTCH, PLATE
W/TPF41 WK 10�ad TFIw4 WITH (10)ad
HDPTI WI(8)6d EA TRUSS IN!5TALLED AT TOP AND
KING$ 6TUDS
E50TTOM Or
EXCEPTION: JACK!5 I' LONG (D
A =RE-ENC:sINEERED 1!5 ACCEPTABLE ALTERNATE
Roor- TRUSS OR TO PARDWARrE ON CRIFFLIES,
2X(o RAf=TER (TY`F) AND SHORTER MAY BE
FASTENED TO TOP PLATE
;;AFTER5
W/ONLY (3)10cl TOE NAILS,
Lu
H
<1
Tr
DOUBLE 2x4 NO.2 SYP TOP
16" 0,C. STAGGERED (UNC).MIN 24"
PLATE. FASTENED WI(2) ROWS 10d
LAP WITH (16) 126 IN LAP.
TOP PLATE To STUD WITH TPP4
WIflVad ON EvERY OTHER STUD
-711roll 085 OVER 2x4 6FF STUDS TYPICAL HEADER FRAMING DETAIL
a wo,, Oz.rzA8TEN 085 W/Od <1
roll ac. ON EDGES, 12-- Oz. IN FiEL5x,,,,
):2><4 POST BELOYq
<1
A
1/2" ANCHOR 5 LT (MIN 6"
1. M
EMBED)W/ 2 11 8�� x 1/51,
WASHERO 48" O.C. OR FAS3
W/ (Co) 10d COt--ION 'a 2411
O.C.
Vz1zzzzzzzz11_A
2x4 NO.2 5 1 T- r-1 50 1 1 OM PLATE #4 e 4511-1211 eE�D TOP,
BOTTOM PLATE TO STUD W/TP
511 BEND BOTTOM
WKIO)ad ON EVERY OTHER STUD 1(2)2x(o-1/2
(oxb-1111,4 x WIA WUP
611 CMU (TY 12
0
411
>
8" MIN 2 0
41
:2X(o RAFTER (TI(P) :2X(o RAFTER (TYP) CAST-IN-PLACE &-510 E
N,
0 0
0 1-4-
4-T
CONCRETE FOOTING uj
"7777 REFER TO CONCRETE SECTIONS E.2
1(2
(2,o (5)04 CONTINUOUS,, 511 0 0
FOR MULITIPLE STORY FOOTING 0
TRUSS T2 '1 11 1 1
V IX)Lj�s 0) C�
ALLI rzXTER\10,R ViALLS ARE P,00r-/,�_OAD BEARIN& .9 40-
'a - CL - o
4!' OPT. EXTEN61C 1611
I FOOTING TO BEAR ON E
IN BRICK LOCATI( 4L) 00-'Ou 'L
TRU55 TI FIRM UNDISTUReED 5011-
ON FND PLAN
a 0
0 E moo)) :;,—>NOc
NOTES- 'E 2 8 8 2 2
ISVIRDER C71 1 7' 5/TeACK INSTALL SCHEDULED BOTTOM PLATE ANCHOR (FAS3, ANCHOR BOLT, OR WEDGE 0,4,—T,
ANCHOR)WITHIN 12" Or- BEARING WALL ENDS AND WITHIN 12" OF DOOR OPENING$ IN X
BEARING WALL$. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND 00"'�
DES1,59N, T2 TO REr,=Iv= RID6E AND DIMENSIONS AND FOOTINGS. w ac): Q) Qi--
0 ", 1: E
RAFTER LOAI:>5 IN THIS AREA -0
0
1/2" DIA ANCHOR E30LT MAY BE SUBSTITUTED WITH 1/2" DIA.ALL-THREAD DRILLED E
- q (6 C
Q)
AND EPDXIED
Q) 2
j- E.9 2w
12.4) 0) -0.0 6 C.2
E
< TYf=, ICAL WALL SECTION
-ET NO.- ST-2
EXISTIN6 HEADERS TO REMAIN - -SHE
Plan
J05 NO.- wra�-1
-NO
eUILDER- WRAY
1(2)2X(o-1/2 I- HEAPER/BEAM CALL-OUT
ELTING HEADERS To REMAIN NUMBER OF KING STUDS EACH SIDE OF OPENING
ROOF FRAKNC==; FLAN
NUMBER OF JACK STUDS EACH SIDE OF OPENING LOT NO.-
SIZE Or- HEADER MATERIAL'(NO. 2 SYP)
-AMER
NUMIBER OF PLIES IN HE
EXISTINS, HEADERS To REMAIN
FRAME RELOCATED DOOR
OFENIN65SAME AS EXISTIN6
FLOOR PLAN:
DE6IGNED- WVC
7/� ALL EXTERIOR NALLS ARE ROOF-LOAD BEARIN&
PROVIDE TRIPLE 5 D
UNDER BEAM. BEAM TO
!A i", REVIEWED: WVC
1(2)2x&-1/2 STUD 6ROUF (2) MSTABO
KTH (:24)IOd. STUD &ROUP PT :2�1:2 LED&ER ALON& EXISTINC, STEMNALL.
REVISION6 DATE
TO SLAB HTTI& r-A5TF-N LF-I;)r7ER TO STEMINALL kNITH (2) RoYqS
5/ell EDCVE 50 TS AT 24" ON CENTER.
fj 1(24XIO-2/72
PA!!�LLAM P5L 55'xI&" (UP)
(2)2XI2 (2):2XI2/
z
��N'f zyzz4yzzzz'�z
K
RE�fp\(rz TRUSS TAILS,
0
INSTAI.,,L HEADER UP, AND
............
< HAN6 T)IZU55ES INTO -jINr
STRUCTURAL ENC EER:
'U 1(2)2x&-In 5WI Consulting Inc.
z HEADER VilTH SIMPSON
tu LU525 BEFORE REMOVIN& F -A No. 15.335
PORCH BEA PC Box 51(o04,
M\
Jacksonville esach, FL, 32240
tu (1504)2415-8413
PROVIDE TRI FLE STUD
r UNDER BEAM.: BEAM To j(2)2xI0-2/2 x 2 TI 0 E TER
STUD 6ROUF (2) MSTA50
NITH (24)IOd.i STUD (SROUP
TO 51-AB HTTI&
X
j(2)2x&-I/27 V_
0
IM
r111Z1,1Z11ZZ1A IVZZZ11Z1'X
IZIA r11z971-,7,W1,�A rz*;��,,Z/-'.,��A F-Z7,�?-IZZ yZ,1Z�j V,7�Z-IIZZz�o�e,
ATE CRIPPLES X12 (5)2xI2 (5)2XI2
(ZINTERMED1
HTTI& H T16
rox& P05T (TYP 4) CONNECT ALL -JOISTS To LED6ER
PERIMETER BEAM To OR PERIMETER BEAMS V41TH UHP6A2IO
POSTS: (4) 5/4" &ALV OR ECUAL.
THRU:-BOLTS (TYP)
Warren v. Carmeam III
�NALL FRAKN(5 FLAN
I
PE No. 48803
6130103
N
JL I
T_ 70
v
rYP)
71
,.iltl4t;
!fit
CC
�30
MAP �:SHOWING TOPOGRAPHIC AND TREE LOCATION SURVEY OF
1-- C) -r cp
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T2)lE-V--\C�)-v IE-':�:l IF-
I HEREBY C ERTI FY THAT TH E L- SHOWN HEREON IS IN THE S PECI AL FLOOD HAZARD AR EA ZO�E AS SHOWN ON F LOOD
z C�) \J. Z� ka)2 c-r) I N SURA N C E RATE MAP r-3 C) FOR TH E C I TY OF JACKSONVI L LE, FLOR I DA, DATED. k
V"�c- --c c::) c-c'v--z'V--) 'V->L— p] n rF= AOIN
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Vk c�vi 1p c) �-7 -Q jN,-V \0'�,A`� A,1,1 X:) CD v\(0 7- ENGINEERS, SURVEYORS & LAND PLANNERS 3131 ST. JOHNS 13-off ;-SOUTH, T-�CKSONVILLE, FLORIDA 32216
�'s S 0 c 0,
T
-V 7-F-F-c�, IF-c- Z) V-1sy C- 'MiTqUE AND C RREG
I HEREBY CERTIFY THAT THE SURVEY REPRESE-. -Q .
I A rZE E%A;ROAC
10 ' , . LEG EN D
'N"� voRAT 1 M F N TS
TO THE BEST OF MY KNOWLEDGE AND BELIEF I
C� F-%.I c- N 7-V, P v-E I ors,v- c- a,co
EXCEPT AS SHOWN.AND MEETS THE MINIMtl.,, I A ��j SE.7 !�ORTH
IN CHAPTER 21HH-6. FA C
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1p
ol, 7-'
CONC. MON. (SET)
La
4tx" NOTE: NOT VALID WITHOUT RAISED
0 IRON CORNER(SET)
j"l—o", m EMBOSSED SEAL.
0
FENCE
0 C
SCALE ORNER(FOUND)
0 CR OSS CUT
DATE REGi lf� L )Rl"'DA
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FIELD BOOK NO. I. ORDER NO.
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