Plans 1515 - 1517 Richardson (VAULT) <
-4 LU
F K=7=
E s' p-- sito r
z
x e s Chil- ek
s o n 0
LU
&
z
Assoc . ,
LL
Inc .
RI* ch.ardson ane,, Atlanti* c Beach
Architects LU
D
Duval County, Florida L.0
4540 Southside Blvd. Q�
suite 502
Jacksonville, FL 32216
(904) 641-6649
--- 10
z
LU
—j
t
<
;V�i-�It t
Drawing Index cf)
g na 14, C�',
SecT, �c�I z
Sht.No. Dmwin Title
Al Tide/ilodex FL Lic. No. AA0002564
Fred R. Cheek
A2 Ardgtegtural Foundadon Plan
A3 ist Ievej Ficer Plan
A4 Not Und
A-
AS Bundwil Ele*etions
A6 Bundinill Mentions
ca
A7 Roof PWR
AS ist ievd Elotdcal Plan
Consuuwdon Mtaffi;
LL
(4-
-3
A55REVIATION5 BuRding Code, Summary LU
PROJEC LOCATION CD
A5V A5OVr= R.R FLOOR SD4-Ts SIDE LIGHTS CODE ENFORCEMENT JURISDICTION: DUVAL COUNTY
AC AIR C40NDITIONER RD FIREPLACE W--94;1 SLIDING GLASS DOOR 0
AFF A50VE FINISHED FLOOR FR FFENC44 00014(6) &4 ,(2) 0-44ELVES (QUANITY) ZONING CODE:THE PROPOSED STRUCTURE COMPLIES UAITH Ti4E REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR w —
AHU AIR HANDLER UNIT FXD FIXED 5HiWR SHOWER RESIDENTIAL DISTRICTS, INCLUDING MAXJMUM 5UILDING HEIGHT OF THIRTY FIVE FEET (35').
EILK 5LOCK FXT FIXTURE TB�. TOWEL 5AR 0
GLS GLASS
CAMS CABINETS H. TOILET PAPER HOLDER wal 00twity nd Spoed Z nes
CEILIWA He HOSE 1315 T4% TUI5 and SHOWER ZON1143 CLASSIFICATION:
CLG
CPR CHAIR RAIL KS KNEE SPACE TE"P TEMI=i
105 MF44 110 MPH 1115,MPW IIS 120 MPH rwiND-wsNr= Dims)
COL COLUMN LT LAUNDRY TU4 V0jL VOLUME T-7 1 MIOW RicihardsonfLan
COFF, COFFERED LAV LAVATORY TR TRANSOM WIND ZONE
COMP COMPR-=55OR MReL MAR5LE WATER CLOSET Z
FLORIDA 5UILDM CODE FUEL GAS: 2001 EDITION
CRN MLD CROWN MOULD ING mc MEDICINE CA$NET WD) WOOD FLORIDA WILDING CODE:2001 EDITION Uj
AL CODE: 2000 EDITION
CVAr- CENTRAL VACUUM SYSTEM MIR MIRROR! WW� WATER HEATER FLORIOA IBUILDING CODE - PLUM5ING:200I EDITION NATIONAL ELECTRIC
DOU5LE MTL METAL WNr.--T WAINSCOT
OHI OVERHEAD WS WATER SOFTENER FLORIDA BUILDING CODE - tlECHANICAL:2001 EDITIONI FLORIDA FIRE PREVENTION CODE:2001 EDITION
DIAG DIAGONAL
V
DR DOOR OFW-z OPENING WA" WASHER
DRY DRYER OPT OPTIONAL EDUCATIONAL
ASSEM15LY 13U61INESS
OW DISHWASHER R45 CLOTHES ROD and %-ELF
.......N.
EE, EYE5ROW REF REPRIC-ERAT6R MECANTILE j�&,IDENTIAL FACTORY INDUSTRIAL
FL FLOOR LINE (MAT-CHANGE) S.D. SOAP DISW -Z11
OCCRIPUKY
INSTITUTIONAL (UNREST) N61
mWED O:=PANCY N/A
HAZA111VOUS
ROOF A55E 5LY
(PER FIBC 104 .1.1) F: INDICATES PRIMARY OCCUfFAi S. INDICATES SECONDARY OCCUPANCY
(Y-
t
pw
TYPE I TYISe IV 4rP)- TYPE V (Ulm)
ROOFNG SYSTEM: ASPHALT SHINGLE OVER IGH SLOPE ROOF (4:12 OR GREATER)
Cop 0
TYPE 11 Tyfd�E ly UT—,' 1 1 r= V I it T�/
CoWbruedon
Tyf9PE V if P) TYPE VI (UP)
TYPE III
MATERIAL: F15ERGLASS REINFORCE WVY WT ASPH�ALT ROOF SHINGLE ii ii pi 1 i Cn
Type
IFF".
W1 ONE LAYER OF UNDER YMENT FELT. MIXED CONSTRUCTION
(D
J05`i 04413a
P: INDICATES PRIMARY 'RUC7 ION, $: INDICATES SECONDARY CONSTRUCTION z
CONSIT YIN
FASTENING RE(2.: FOUR (4) ROOFING NAILS ACH SHINGLE, f-ER SHINGLE DATE: 5/2E)/04
FIRE DISTRICT:
DRAWN: Z6
I YES ENO ki i I�Jl
MANUFACTURERS WRITTEN 'IPECIFICATION5 SPRINKLED: i y� 4
Building Height AF19WX WE IC-A4T AFG-z 11 4 R)OF WEIGHT AFF: IV-8-
<
MEAN—
'ANT TAL FLASHIN(::�ja INSTALLED FIRST FLOOR A/C: 2,210* 66?,-UfbAqT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA 4 1, vl�loi.p
FLASHING REQL: CORROSION RESIS7
-ER DETAILS, SEE SHEET. IGHT (a). SECOND FLOOR A/C: NA OC�r MIN EXITS: NA MAX DISTANCE: NA
f _,UPAqT LOAD: NA
�T BuNfftArea
LU
OC.CUPAqT LOAD: NA MIN EXITS: NA MAX DISTANCE: NA
TOTAL 2,210*
FE W
WIND RESISTANCE RATING: 110 MPH OR GREATER, A59 R A5TM -SI&I (MODIFIED).
GARAGE: NA REV16ED:
LANAI/POi NA
0 14 21 Miles
ENTRY: 104 LU
TOTAL UNDER ROOF: 2,362* 4pp 0 -j
pff�OF A N <
Lot Aa-ea GROSS AREA: BE
OOOOOOF 0 CZACII
WIND ZONE G A, � ION t,1,4f= NTS Cf)
FROJECT Llrg5 IN THE 12qf=�4 ZONI,23�, 204 0
flit A z
0
Cap? 0
0
4 ASSOC., INC. 05TAIN[W-s THE EXPRESS WRITTEN PERMISSIONAND CONSENT Or- ESPOSITO r
C) COPYRIGHT 2003 ESPOSITO, CHEEK �), PEEK AND ASSOC., INC- NOR TaIALL THESE PLANS 5E ASSIGNED TO ANY I-ARTY WITHOUT FIRST OE3TAINING SAIP WRITTEN PERMISSION AND CONSI NT.
DESIGNER HERE5Y EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWING%. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO ME REPRODUCED, CHANGED ORCOPIED IN ANY FORM O#�R MAi tER WHATSOEVER WITHOUT F I RST
LU
SLAE3
1. FOUNDATION 18 DESIGNED FOR AN ASSUMED 4. HEIGHT OF: ALL %TEP-[:>OWNS SHOWN ON (A
MINIMUM SOIL BEARING PRESSURE OF DRAWINGS ARE IMINIMUMS and MAY VERY rill
2,500 P5F. IT SHALL BE THE CONTRACTORS AT BUILDERS Of�DTIoN AS REQuIRED By 3 5DRm MODE
RESPONSIBILITY TO VERIFY THAT THE SOIL SITE CONDITIONre ENTRY �-EFT ENTRY RIGHT Esposito
WILL SATISFACTORILY SUSTAIN THIS LOADING. 5- VERIFY LOCATkbN OF ALL PIPING and 5EPARATION LUALL I
fill
2. (49 2500 PSI CONCRETE SLA5 W1 6x& CONDUITS REQUjlf;;U=D BELOW SLA5. SEE
10/10 WUPI OR (4") 2500 PSI r-f5ERMESH FLOOR PLAN FOR ALL PLUMBING FIXTURE
CONCRETE SLA5 OVER & ML POLY- LOCATIONS. Cheek z
ETHPLENE VAPOR BARRIER OVER CLEAN 0
COMPACTED TERMITE TREATED SOIL (TYP) a
3. VERIFY LOCATION OF ALL INTERIOR LOAD w
BEARING PARTITIONS W/ TRUSS ENGINEERING 10
DRAWINGS and PROVIDE THICKENED SLAB &
AT ALL LOCATIONS (SEE DETAIL) 2 5'-2"' 25'-2 z
MINIMUIM STEP DN DISTANCE
DETAIL/SECTION NUMBER F— Assoc . ,
-4- 2ENO =S-STEP DN OR Lj-
Tf
RECtSS IN CONC SLAM
��DETAIL PAGE NUMBER
2E-Nf0MS-SI-OPE CONC Inc ,
5LAFB 1/8" PER FT (MIN)
Architects Lu
D
LU
4MO Southside Blvd. ii0o
suite 502
zo 31- 31-011 ;0 Jacksonville, FL 32216
(CXM) 641-6649 LU
0
z
Uj
L -1 L
4%
PROVIDE fmVr- CONDUIT f'IROVIDE FV�-- CONDUIT t
TO A�41J A6 REQ TO A�-IU AS REQ IS
Se- I (D
F
z
FL Lic. No. AA000256A
too H5
1-15 — 7 #0
Fred R. Cheek
F 6L
Toil
NOTEE! ca
ROOF TRUSS ENGINEEWNG LIJA� NOT AVAILAIBLE
FRIOR TO issumcr= OF THESE."CONSTI;;ZUC:T ION
J011 IOR ROOF TRUSS
DRAWINGS. VERIFY INTlr=R
5EARING WITH THE ROOF TRUSS ENGINEERING
PRODUCED -SPECIFICAJI-LY FOR THIS PROJECT.
w
lu
0
z
f
LU
2"4
tu
-'s Cal
F-
0' 4'! 10-
Cf)
-T: J05*: 04413a
DATE. E>/25/04 z
101-9,11 14'-10" 14'-10"
DRAWN; ZS <
CH<D:
2 5'-
ISSUE[).
LU
C/)
W
REVIBEID:
LU
—j
i SEPARATION LUALL
Cf)
0
z
FOUNF..) ATION FLAN 1 /4 1 0 0
ARCHITECTURAL t-IONOLITHIC:
0
(J) COPYRIGHT 2003 ESPOSITO, CHEEK 4 ASSOC., INC. WRITTEN PERMISSION AND CONSENT.
DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGt. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE IRIE-PRODUCED, CHANGED OR COPIED IN ANYFORM OifR MANNER WHATSOEVER WITHOUTFIRST OBTAINING THE EXPRE55 WRITTEN PERMISSION AND CONSENT OF ESPOSIT42), CHEEK AND A5 Or-, INC- NOR ALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST 05TAINING SAIIO,
MEMNON
A B
3 5c)RM �110DE 3 MORM MODEL Esposito ,
ENTRT Ljr=FT SEPARATION WALL ;=NTIR%r RIGHT
Of z
5o'-41 Cheek 0
00
25'-2' 251-2"
0* ___ ___ __ ?/
W-B 1/2' 1 0'-'l 1/2" 10'--T 1/2" 11'-8 1/2" &
ool I,I/ - z
ro'-O 1/2" 51-011 51-20 F-5 1/2' 5'-5 1/2" 5'-2 -51, ro'-0 1/2 a
.4o A oojl Assoc , ,, R
LL
2
A'3 k Inc .
3052 5H 3052 SH 3052 5H t
:3052 SH
((01-101/2" HDR) (ro'-10 HID R) HDR) HDR)
\ 11 1 ''I'll --F________177 I
Architects
D
I d) LU
4UO Southside Blvd. Q�
2x4 02 5YP 5 E E) OUJNEF,,5 D #2. suite 502 co
Jacksonville, FL 32216
(2) 2xI0 02 SYP UJ/ T_ �3' C L rz 0
1/2' PLYWD FLITCH I d) . (P LU
31 31-01 (904) 641-6649
4
MATCH TOP OF WALLS
31-1��/2- 21 1'-4 1/2' 2'�-_LV2 1'-4 1/2 F-4"
A
LU
r
COND 10 "
ON 0
M I( A_ =^ /
SOFFIT (SEE SOFFIT DETAIL) 40roa 4068
VINYL FINISH e 13EAM - (I)SH
r
CN
ALL EXPOSED WRFACES
2068
-2xro TRIM UJ/ CHAMFEREID EDGE 21568
LURAP COLUMN 4 MITER CORNERS 11�7 1 ;0 S
0' CLG FL FL 8' CL
(ROUTE INTERIOR SURFACE OF
TRIM TO ACCOMMODATE POST
5A5E ANCHOR) > 0. TH 0. �ATH —---------- PL Lic. No. AA0002564
3 Iml a, r_ 8/r-L G Iml n >= Fred R. Cheek
ZIP \QL - ql-j T46 INY I L--,-VINY T45 Ljq 0 01
40roa, H5
H5 a QF F Q
Ln Ll U
4�— \AHU
LUH 1;z
WH
WRAP WD'1005T W1 (2) 04
>
L 4-LJ, Li 4 _j
Ix4 4 (2) lxro WOOD TRIM < 2x(o WALL
STO R48 R45
4x4 WD POST W/ POST 8' CLG=W (3 H (3)SH Q
BASE 4 CAP ANCHORS - - - - - -
aroa 2 & 2 Oro
(SEE ENG) L 20roa
40roo 40ro&
3 -1 5ATH 02 T 46 T45 5ATH n
Q iN'l
2x ERED EDGE WRAP 1 5' CLG CLG I e,�e -
I T ORNER5 (ROUTE Q
z
LL VINYL VINYL
i & I ERIOR SURFA E OF TRIM TO j
NT (y_
ACCOMMODATE-POST BASE ANCHOR,) F - - - C f
I 'A :10 ;Q OHC 0 0 OHC OHC H
41
N -FIN GRADE (VA141ES) CF a CF Q
2� 5 E ED : 3. -L _J
121 L - - -
0' GLG REF RIANGE RANGE REF
W/ HOOD W/ HOOD
<ITCHEN <ITCHEN
U_ 8' C—LG 61
(P VINYL VINYL (3
61 SIN< SIN< 01)
Lu
Ln jK_
F06T DETAIL 1 1 - 0
K_
&'W 5AR LEAF VW 5AR LEAF z
Ca
at 42" AFF W/ at 42 11 AFF W/
2x4 WALL BELOW 2x4 WALL 5ELOW
4'
IF
11116H
2j�or
LV I N'T
T4S
A n '1) t-/,-H
3 6H
0 ro 120'a
40r,5
co,
J4
101-111, 21, -2
L
a
fu
IN IN r—.:;
D IN ING 4
Q Q IT IT
(n -1 M -1
5' C L G
W_
LIVING LIVING T
FOYER- -F-Oyr=g tul
Ln 5' VINYL
VINYL
F'L FL
4052 -SH 4052 SH
(ro'-10112' HDR) (ro'-10112' HDf;t)
> 100 > W_
VQ U_ U_ g�y
ENTRY ::D_
+8' CLG 4x4 PT
4x4 FT- m 5M A5V 5M IV POST C0
POST
.............................. - - - - - - (D
- - - - - - - - - - -
4052 SH 4052 5 05"'. 04413a
04 %0 CIA z
-1 ____ ((0'-101/2" HDR) ((01-101/2" HDR) __ C� IDATE: 5/2E;,/04
2 HR 2
2 DRAWN: Z5
Ae TTPICAL 01= TWO
5'-2 5'-21 -l'-4- 2'1121 -11-41 5'-2'
Aol 7 W
10'-4' 10'-4" W
7. 7! Ist LEVEL LIVING: 1105 REV16ED; LU
25'-2" 25'-2" m
7r 7 2nd LEVEL LIVING: NA
50'-411 OTHER NA LU
TOTAL LIVING: 1105
SEPARATION WALL
GARAGE: NA
C/)
LANAI: NA
E
0
ENTRY: E�2 * A
z
STORAGE 21 *
FLOOR FLAN 11 /.4 11 11 - 011 TOTAL UNDER ROOF: 1154 * nA 0
11
(01 COPYRIGHT 2003 ESPOSITO, CHEEK 4 ASSOC., INC. -IP
=EK AND ASSOC., INC_ NOR JSALLL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT F Z5T OBTAINIWG SAID WFigITTEN PERMISSION ANO CONS
C>f-SIGNER HEREIBY EXPRE55LY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. T�-4E5E PLANS, DESIGNS AND DRAWING5 ARE NOT TO 15E REPROC)LICED, CHANGED OR COPIEr)i IN ANY FORM ORMA�4NERWHATSOEVIFIQ WITHOUT FIRST OBTAINIWs THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHF ENT.
MEMO LU
x
Espositot
t Cheek z
0
LU
& 1--
z
Assoc . ,
LL
Inc .
Architects Lu
LU
A540 Southside Blvd.
MAIN suite 502 C/)
jocksonville, FL 32216 Cj
) 641-6649 Uj
VINYL LURAPPED 5M— El C11 El 11I--
0
z
4x4 FT POST >
UJ/ AFFL'IED TRIM LU
(SEE DETAIL)
t
I - W
FIN FLR MAIN 0'-0" C'
D 'a
al
FLL Uc. No. AA0002UA
Fred R. Cheek
0
fRIG�4T 511DE 1, EVATION
F-
Cn
A
=3
/<
B
IJU
-3 50RM mQDE 3 50RM MODEL
ENTRY LOFT '�SEFARATION WALL ENTRY RIGHT ::3
LU
M
z
UJ
12
4
LU
Cal
5RS MAIN
4x4 FT P05T
W1 APPLIED TRIM J05*: 044135 (D
(SEE DETAIL) IDATE: 5/25/04 z
PRAWN; Z8
FIN FLR MAIN 0
1861JED:
r LLJ
BREA< SIDING--' \— VINYL SIDING
at CEN I TERL INE REV15ED: LU
LU
CLSEPARATION LUALL
C/)
D
0
z
nA 0
PfRONT ELEVATION 114 1 f - 011 0
(E) COPYRIGHT 2003 ESPOSITO, CHEE< 4 ASSOC., INC.
DECoIGNER HERE5Y EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THFF:SE PLANS, r CHEfkK AND ASSOC, INC- NOR 5 ILL THESE PLANS 15E ASSIGNED TO ANY PARTY LUlTHOUT FIRST OeTAINING SAID LUR[TTEN PERM155ION AND CONSENT.
>ESIGNS AND DRAWINGS ARE NOT TO JBE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MAM��IER WHATSOEVER WIT14OUT FIRST 013TAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO,
LU
F K:�=
x
Esposito .,
z
Cheek 0
LU
z
Assoc . ,
.......... .......... ............... Inc .
12 — Architec%;ts
4 D
LU
4640 Southslde Blvd. Q�
.............
........... ERG MAIN suite 502 C/)
Jacksonville, FL 32216 C)
(904) 641-UA9 LU
VINYL LURAPPED 5M
F0-I FE-11 0 E=-1 10
< 4x4 fDT POST
W1 Af=lf=LIED TRIM
(5EE DETAIL) L4
-n <
t
FIN FLR MAIN 01-01, cl e,,-,-
z
VINYL SIDING—
FL Uc. No. AA0002564
Fred R. Cheek
LEFT elIDE �%-LEVATION 1 /4 11 11 - 011
cf)
LU �3
X
B
W U-
3 5D Z4--t!O� 3 5DRM MODEL
ENTRY' RIGHT '�Srz?-ARATION WALL ENTRY LEFT
IZ--
............................
12
4
Cal
5RG MAIN
Cn
J05*. 04413a (D
z
IDATE: 5/25/04
DRAWN. Z5
CH<D:
FIN FOR MAIN__�h 0'-0"
155UED:
BREA< sic)ING—,' LU
VINYL SIDING Cn
at CENTERLINE Uj
REV16EID:
ULJ
(LSEPARATION WALL
z
fREAR ELEVATIC)N 11 - 011 0
(j!) COPYRIGHT 2003 ESPOSITO, CHEE< 4 ASSOC., INC.
DESIGNER HEREIBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN T44ESE DRAWING5.- THESE PLANS, OESIGNS AND DRAWINGS ARE NOT TO 5E REPRO0UCEr->, CHANGEr,> ORCOPIED IN ANY FORM OR-'tMANNE R WHATSOEVER UTHOUT FIRST 015TAINING THE EXPRESS WRITTEN PERMISSION ANO CONSENT OF ESPOSITO, �--HEE< AND ASSOC., INC- NOR5 LL THESE PLANS SE A55IGNED TO ANY PARTY WiTHOUT FIRST 05TAINING SAIV WRITTEN PERMISSION AND CONSENT.
DECK PLACE SHINGLES
PLACE SHINGLES CLOSE TOGETHER <
OVER EAVE AND RAKE EDGES IBUT DO NOT CROWD
TO PROVIDE DRIP EDGE
2" MIN SIDE LAP ALONG RAKES,CEMENT
. .................... .... LU
ALONG RAKES,CEMENT
e..........................
...........: SHINGLES TO UNDERLAYMENT
ALONG RAKE PLACE DRIP EDGE :.*.*.*.*.*.*.*.*.*.**",**,*.,.*-,:.*.*:.*.,:.... SHINGLES To UNDERLAYMENT
...............
AND EACH OTHER IN A
ON TOP OF UNDERLAYMENT
............ AND EACH OTHER IN A
4' LUIDTH OF ASPHALT
4' WIDTH OF A-07PHALT
3ro' WIDE UNDERLAYMENT INSTALLED
..................... PLASTIC ROOF CEMENT
PLASTIC ROOF CEMENT
WITHOUT WRINKLES. USE ONLY ENOUGH
NAILS TO HOLD UNDERLAYMENT IN
PLACE LNTIL COVERED BY SHIW-aLES >
x
NON-CORIRODING
........ NON-CORRODING Espositof
MTL EAVE DRIP MTL EAVE DRIP
PLACE SHINGLES
OM—
TRIM FR: OVER EAVE AND RAKE EDGES
END Or-FIRST TO PROVIDE DRIP EDGE z
SHINGLE Cheek
Uj
TRIM TA58 FROM- &
ALL STARTER COURSE
SHINGLES 11 11 3- 1 -011 z
NON-CORRODING 5TARTER GOUR5E PLACEMENT. 1/2 P -0" F1fR5T GOUIR5E FLAGE�-IENT, 1/2 - I -
METAL DRIP EDGE I SEPARATIC-)N WALL Assoc . , LL
4' MIN END LAP
Inc .
ALONG SAVES PLACE UNDERLAYMENT
ON TOP OF:METAL DRIP EDGE
Architects uj
UNDERLA**T�ENT 1/2 1 0
4.12 or GREATER SLOPE
4640 Southside Blvd. ry
suite 502 C/)
Jacksonville, FL 32216 0
A B C (904) 641-6649
3 5pR*1 MODEL 3 51DRM MODE 0
111/2 to 121/2 W/2' to 121/2' z
ENTRY LEFT ENTRY LEFT
7 oe 10 7 LU
to 11/2 to 11
<
OMMMMO MOON U
J r
741 Cn
(D
Seol"-- -DZ54�e. z
FL Lic. No. A'A'O'0' 02564 <
Fred R. Cheek
&"HINCGLE NAILING
1111 EL
LU
KIII
WALL SHEATHING d) Ci
EXTERIOR FINISH
OVER AIR INFILTF;ZATION
Li
5ARRIER SEE DETAIL)
5
lu
z
METAL FLASHING
(NAIL TO ROOF DECK
NOT-WALL SHEATHING) Li
F
CAP SHINGLE - 00 NOT NAIL
INSTALL WITH ROCF CEMENT
SHINGLE R-30 5ATT INSULAT'I�ON LU
ROOF CEMENT
FBERGLAS56HINGLAM
:::::7 12 ROOFING OVER Cal
150 FELT OVER -1116' t055 0
EE ELEV) -
OVER PRE-ENG WID
TRUSSES 624' OC
INSULATION 5AFFLE
IBETWEEN EA TIRUC25
HURR GLIP is EA T- USS
WALL FLA%5HING
SEE STRUCT. DUX S,)
'=7 r= (D
(2) 2x4lro PLATE .02 'gYP J051*: 04473&
z
ALUMINum r:)Rif- ovLER1 IDATE: 5/2F5/04
A 3:
VINYL CLAD 2x& r-A PcIA r,)RAWN- Z6
1/2" TYPE "C" FULL VENTED VINYL- SOFFIT
GYP 5RD a CLG —5ET IN CHANNELS FIER
MANUF. SPECIFICATI�9NS LLJ
C/)
IREV15EF-): LLI
'/2" GYP 5RD r
VINYL LAP SIDING 1I`—
R-i3 BATT fNSUL OVER TYVEK HOMEIPRAP 5EPARAT1 WALL LU
< -1/1( -j
OVER o' 055 OVIER
2x4/6 F;f=f: STUDSQ 1116" Or-
< F
Cf)
"--�' SOFF I T FP,00F FLAN, 1 0 z
0
(Z) r_LOFYRIGHT 2003 ESPOSITO, C�-IEEK 4 ASSOC., INC.
DESII�GNER HERE5Y EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THEE3E PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE M:PRODUCED, CHANGED ORCOPIED IN ANY FORM ORMANNLERWHATSOEVER WITHOUT FIRST 05TAINING THE EXF'PZS5 WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEE_k AND ASSOC., fNC- NORSAALL THESE PLANS 5E ASSIGNED TO ANY PARTY WITHOUT FIRST 05TAINING SAID WpI-I'TEN PERMISSION AND CONSENT.
NOTE; NOTE;
FAN/LT C-OM50 114STALL DO(5,4;FMELL
(5WITCH TO OPERATE TRANSFO"R IN A B C
LT ONLY) PVAC CLO-*ET
Esposito
3 5:)Rl MODE 3 5pgm MODEL
01 ENfRY LEFT '�SEIPARATION WALL ENTRY RIGHT
Cheek 0
0
Uj
& F-
z
Assoc ,
ELECTRICAL LEGEND U_
:0: 110 VOLT DUPLEX OUTLET-WALL MOUNTED Inc ,
110 VOLT SPLIT DUPLEX OUTLET-SWITCHED
110 VOLT DUPLEX OUTLET-WEATHER PROOF A I L)
Architects Lu
D
110 VOLT QUADPLEX OUTLET-WALL MOUNTED I
L T L T LLI
(PREWIRE FAN) (FREWIRE FAN) 4540 Southside Blvd. 13�
Q: IIOV DUPLEX -GFC1 OUTLET
0
LT LT suite 502 Cn
(PREWIRE FAN) (PREWIRE FAN)
IIOV DUPLEX -GFC:l OUTLET-SWITCHED
Hl Jacksonville, FL 32216
IIOV 'DUfDLEX -AFCI OUTLET X/ "01 (%4) 641-6649 Uj
IIOV DUPLEX -AFCl OUTLET-SWITCHED WF opp 0
<;l
110 VOLT DUPLEX OUTLET-FLOOR MOUNTED LU
r[ L 0 0 Z�\
W
0 5D 0
"Irl <
0 220 VOLT OUTLET-WALL MOUNTED
F - - - - - -
Cn
ll,- TELEPHONE OUTLET "ed"
S 'f�' '41 C
0- SWITCH S
4- 5WITCH-THREE WA'r
�E FL Lic. No. AA0002UA <
-4- 5WITCH-FOUR WAY Fred R. Cheek fy
_ 7
1-1
rH # -
SWITCH-DIMMER
Ll =-d
PUSH 5UTTON SWITCH
DOOR BELL CHIMES
(D (D C,
0--i CABLE TELEV15ION OUTLET
5PEA<ER LOCATION (Dso
LT LT
LIGHT FIXTURE-CEILING MOUNTED F
-0- (PREWIRE FA REWIRE FAN)
a
T
LIGHT FIXTURE-WALL MOUNTED -7 1 /Z Uj ig
_J
LIGHT FIXTURE-CE IL ING SUSPENDED
LL
LIGHT FIXTURE-CEILING RECESSED
=3
LIGHT FIXTURE-RECESSED EYE5ALL
lu
CEILING FAN
§ Uj
5MO<E DETECTOR-CE IL ING MOUNTED
EXHAUST FAN
ItN EXHAUST FAN/LIGHT FIXTURE COMBO
LT LT Uj
F LOOD LIGHT5-DUAL HEAD (PREWIRE FAN) (PREWIRE FAN)
ELECTRIC PANEL
STRUCTURED WIRING PANEL NOTE: ALL WIRING IN
5EDROOMS TO 5E
Lo QUICK DISCONNECT X/ \X ARC FAULT PROTECTED.
PER NEC 2002
KH SECURITY <EYPAD LOCATION
OWF' up"
7J JUNCTION BOX LOCATION
FA FIXTURE ALLOWANCE
I'X4' FLUORESCENT LIGHT FIXTURE
0
_0Z
N/4
LT J(D ir
,klRE FA
L(PREWlf�E
0
CEILING MOUNTED - - - - - - - --
J050: 04413a
IDATE: 5/2E>/04
2'X4' FLUORESCENT L 16HT FIXTURE
CIE I L ING MOUNTED DRAWN: Z8
<
1561JED:
LU
Cf)
REV15ED: Lu
r
LU
<
SEPARATION WALL
Cn
( F ) 0 0
0 z
ELECTRICAL ELAN 1 /411 = 11 - 011 0
0
(V) COPYRIGHT 2003 ESPOSITO, CHEEK 4 ASSOC., INC.
DESIGNER WEREIBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROF'ERTY RIGHTS IN THESE DRAWING5. THESE PLANS, DESIGNS AND DRAWINGS ARE N07 TO BE REPRODUCED, CHANGED ORCOPIED IN ANY FOFJ'� ORMANNER WHATSOEVER WITHOUT FIRST 05TAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESP0%ITO, CHEEK AND ASSOC., INC- NOR 4ALL THESE PLANS 5E ASSIGNED TO ANY PARTY WITHOUT FIRST 05TAINING �BAID WRITTEN PERMISSION AND CONSENT.
F
F
X
Esposito ,,
Cheek z
0
&
Z
Fire Resistance Ratings ANSI[/UL 263 Q_
Assoc . , 0�
LL
Design No.U336
B December 06, 1996 Inc .
ATTACH 2" METAL TRAC.< To DEC< PLYWOOD SHEATHING Exposed to fire from separation Wall side only
OF SEPARATION UJALL Nonbearing Wall Rating-2 Hr
PRE-ENG WOOD ROOF TRUSSES Finish Rating- 120 Min
Architects
SEPARATION WALL: (Max Height - 44 ft) U.J
1. Floor,Intermediate or Top Wall- �2 in. wide channel shaped with I in. long legs 4= Southside Blvd. 13�
...................... ..... ........... .. ured with suitable fasteners spaced24 in. OC. suite 502
formed from No. 25 MSG galv steel, s&c Jacksonville, FL 32216
..........
2. Metal Studs - Steel members formd from No. 25 MSG galv steel having "H" -shaped (904) 641-6649 L.0
"FLAME CONTROL" 010-0 flanged spaced 24 in. OC; overall dep&2 in, and flange width 1-3/8 in. F_
INTUMESCENT COATING 3. Gypsum Board* -Two layers of 1 �n. thick gypsum wallboard liner panels, supplied in
SPRAY APPLIED TO
nom 24 in. widths. Vertical edges of pg4nels friction fitted into "H" -shaped studs. Z
UNDERSIDE OF DEC<ING AND
CANADIAN GYPSUM COMPANY Type.SLX
TRUSSES, 4'-0" MINIMUM
HORIZONTAL DISTANCE FROM
it n
ALIGN TRUSSES WITH INSIDE EDGE
50TH 51DE5 OF SEPARATION UNITED STATES GYPSUM CO-,lf7ypc SLX
OF FRAME WALL
WALL
cf)
USG MEMCO S A DE C V- Type S))Lx.
AA
PROTECTED
*A4: (Bearing or N40nbearing Wall)
4.Wood Studs-Notrilqlw 4 in. max giipacing 24 in. OC. Studs cross braced at mid-height
FL Lic. No. AA0002UA
where necessary for clip a ent.Min 3/4 in. separation between wood ftaming and fire Fred R. Cheek 10�
separation wall.
led or ssifi
s
cc 5. Gypsum Board-Classified or ssified- Min 1/2 in. thick, 4 ft wide, applied either
/8' or 1/2 TYPE "C" GYPSUM WALL BOARD I oard -1/4 in. long steel drywall
horizontally or vertically. Wallboard a0a d to studs with 1
R-30 FIBERGLASS BATT INSULATION "THERMAF15ER" INSULATION FIRE 5LOC<ING nails spaced 8 in. OC. Vertical joints Wcattl over studs. (Optional)Joints covered with
vads covered with joint compound.
AS REQUIRED paper tape and joint compound. Nail h,
6. Attachment Clips-Aluminum an&A.00 in. thick, 2 in. wide with 2 in. and 2-1/4 in.
irtroiig to "H"
.0(03" U5G ALUMINUM ANGLE CLIPS legs. Clips secured with Type S serew§ 3/& studs and with Type W screws
-d di
SPACED A5 REQUIRED go holes pro&,, e in clip.
1-1/4 in. long to wood framing throug
6A. Clip placement(Item 6) for scparattion walls up%L23 ft high. Space clips a max of 10 ft Z
OC vertically between wood fi-dming
aind"H"studs.
6B. Clip placement(Item 6) for separattion walls up to 44�fthi �.' Space clips as described
in Item 6A for upper 24 ft. Remaimi?#vall area below requires clips spaced a max 5 ft OC LU
sr" '__` "lu" studs. W
vertically between wood ftamku &I X
*Bearing the UL Classification Mark
LL
0—
:3
LU
CD
A<—
LIA
.4
3 M
1/2 GYP5
UM LUALL BOARD OVER
LJ
R-11/113 FIBERGLASS 5ATT INSULATION 2X *25PF uioal:) STUDS a Iro" O.C. �T_ 2 >X
A<—
I" AIR-5PACE, 50TH BIDES (3/4" MIN.)
C�
ATTACH 2" METAL TRAC< TO CONC BLAB
W1 "PASLODE" OR EQUIV ANCHORS LIA
at 24' O.C. MAXIMUM 2X BILL PLATE W1 FOAM BILL SEAL
ACOUSTICAL SEALANT, 50TH 51DEB
.A C6)
2' "USG' H-STUD
-----Zr-
4 2x4 STUD WALL
< VINYL 51DING OVER
APPROVED HOUSE WRAP 0
J050: 044735
Z
IC>A
IC>_1
PA
I
EXTERIOR SHEATHING DATE: E�/2E�/04
A"
j5EPARATION LUAIL DRAWN: Z5
---------------
oF SEPARATION UJA�LL M _2" 'USG" C-RUNNEIR
CONCRETE GRADE BEAM I" AIR5PA(§E Y
SEE FOUNDATION PLAN 3/4. M[NiMU�M) LU
Cn
REV16EID: LU
SECTION A-k
1/2" GLLJ5
UJI
I" 'USG" GYNSUM LINER PANEL _J
(SEE SEFAR�ATION WALL DETAIL <
TH15 SHEET)
cn
ri--�SEFAfRATION UJALLIDETAIL ( 2-,�EX EfR10fR INTEfR54GTION N.T.S.
0
Z
0
(Z!) COPYRIGHT 2003 ESPOSITO, CHEEK 4 ASSOC., INC.
DESIGNER HERE5Y EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWING,%. THESE PLANS, DESIGNS AND DRAWIWIS ARE NOT TO 13E REPRODUCED, CHANGED OR COPIED IN ANY FOFZ-1 ORZ MANNER WHATSOEVER WITHOUT FIRST 015TAINING THE EXPRESS WRITTEN PERMISSION ANO CONSENT OF ESPOSITO), CHEEK AND ASSOC, INC- NOR, SHALL THESE PLANS 5E ASSIGNED TO ANY PARTY WITHOUT FIRST 015TAINING SAIP WRITTEN PERMISSION AND CONSENT.
APRIL 16, 2004. FILL NO-
RAPHIC SURVEY DATED JUNE 29, 2004
ELEVATIONS SHOWN TAKEN FROM TOPOG mmmmm�
d
z
MAY 28, 2004
SuRVEYMS, INC- DAIL'
CHECKED BY: BOATWRIGHT LAN w
ERTS DRIVE SHEET OF il 1)
MCC 1500 0 z
DRAWN BY: — IpEACH, FLORIDA 2 19 c;
2004-7`11N JACKSWVI a�=) z
FILE fo. Z'o zV)
w
-i Z ui
0 '7'm
Z FM-Z ,n�-,'.-
V
0 C:)) z a:z S�w �-� C I I .
c, bi 220 a . I .
NJ W--)g.F", :E:dr
z Rt'n 5'. W cr S20
'T in JI: z Z C,
z 0<0
z L
m a,:0 0 0
LE > Iva x 00 zw
Q Z
-Z M.�� -- -J S L" L
0 8z co M
Ul cr
ax�&a- 0 w - a, 0 = w
c6 m cn.Lo zu m
mma Go t COL 0
C! Li io z
0
<z 0 z
(L z0xP 0 a)w U
m z V4 z P-: It c
C-1 LL,8,30-
w L.La 0
z ei CL-4: :E 0 0- ro
L.L)<-
-0- Z< Z, '9,0" up L-
< to
n wz cw, a.
�0-lz,-0 E m <z 0- -0,L"o 00
oz < i �
,,(L< -s"'zu <
z On ><
V)
ir �- )- 1<1)
0-j co Lj
- ')C-)w3::
0 L
6i -zu— 40
AV,
a- z
0', JLZOO
C)
0
L2 Y Lo ir C' (0
0(n
Cl)Im
00
< -j C04 0 0
Z06
im Lo < (n
< z
cr r
CL
—0 0 0 z
(un L < 6 1 1 'e, -
OLJ 0'm -'Lx,z m,
0
,j
Ld
-0
X,0 0 (S 00,50,01,w 55.14- FIELD) co
-:�:-6 Wzc,)Lu z
Luj Z L; <
0 - -�i m S 00'49'19" W (S 0113S '4' W 54.94- FnELD) 0
=>w 00,00,05 - I I (S OZ07'06' W M.24' nELD)
cf) V) I - I I
L'i Zo C!0- La ci
Ix 55.06' S 0 40`4 5" W §4.95'1 q, S 02-06-19- W
z Lj 0 0) A I
i L :!io ;�111111111111 st
I w Ix 0 rr- -,,x w 0 58.1
>W L� 003. F- C)
a:a c,0 tn
0 6 -K
cr UJ L,
-cw)---,�?!2 8-,
I In Lo:j L"w-0 ZO ZL)�w- ix
w
'c'-.Z�,W-L'i
L'i Z-
coo
z
50 -,<
u- Z 0 40 0�
cm w
-0z,0 0-i<-26 14X
<Z < <
<�0-Z,CLI)l 0 t�j L) 0 1-. 23.4' L, 0
L,j 0 LV)L� 0 0
,j 0 0 1`� 0 m 0
4 LLJ -j -I
100Lj3: 1
�Ve, <.',Z M cli I
L,i gr Lm. (- I — 8 L- 0
0 0 Ix 0 11
p 0 IA 0
z< Ir 1. 0 1 w
cr CN
w
mw z C14
0 Go
z u 0
C-)L,0 t w
b 1,10 0 z
r- =Iow ir L0 z
0
LLJ FW _j La
L) c
L-j cn I
(L -FM- < 0
0
z 5 A 00
rl u I I :� z LAJI
< 0 LLJ L- L, I I
M u- 'IV 01)
>'T 23.0' 0
0 Im V)Z3-zt I . 0 1 m I :—
Za zz
z F-
L�<LLJ tr
0 0
(f) - 0 0
0 L i Z-, zQ LOL: 0 0
UJ LJ mw z Go
0
'm cz,
z DONNER RJ
00: --P 02 6-j -w'm Ld CONCREN t BOOK 19, PWE
u F- V)218,< it =).. m , t 0 t DNA 6 AND i 6A a
Li —- w
c�-w Ln.z 8 to 2
n 0 106 4V
z X'.2 4'CLF
u 4'ct
I--- �-
w 0 mw
0 in Z:r La V
.LLJ
La Lj
w 0 z
MIXOM ci N 00'3 45" V� 164.�7'
(L Ld(A Z. —RICHARDS- ok LA N E.— DO'44ffl'59' W 164.67'�IELE)) ASPHALT PAVEMENT""'
Z
co
10' ALLEY BY DONNER'S REPU kT BOOK 19, Fi�AGES 16 AND 16A
C) 0
20 FO0T ALLEY 13Y )L(ENTA,,C)N & FpoSSESSION
Ld <
0 Moir I
(L
Dw§
0 0
IL X 0
�wc
�-V)z
DEARIN7HE'16HT �5CHEPULE
P.O. Box 50939 Jacksonvill(p Beach, Florida 32240 (904) 241-1222 0 1
—IF T11 I
JOI
Cdol
(20) E01'
CdO3
TOI Tol
T02 T02
T03 T03
T04 T04
T05
T06
T07 T07
TO8 NOTE5:
T06
1.)REFER TO H" ""N' ON5 FOR
HANPL"IN1'TALL'1'-011ON ANC"�'MPORARY DRAGIN6.�
TOq TOq REFER TO EN6[NEERED PRAWINNr,"FOR PERMANENT
T0q TOq DRA6iN6 REQUIRED
2.)ALL IIN 111'NT6 R
TO8 VAL......M 'L, 'Rt5E'UNPE
LEY 11A 16) 1E OM11-E1E1Y
T08 PECKED OR REFER TO DETAIL VVM FOR
T06
To 7
0,
Toq
ALTERNATE DRACIN6 REQUIQ�MENT5.
T 7 3.)ALL VALLEYS ARE TO DE CNVENTIONALLY
FRAMED DY DUILPER.
T06 4.)ALL TRUSSES ARE DE516NED�FOR 2-
T06 MAXIMUM 5PACIN6,UNLE55 OINERWISE NOTED.
(D T05 5)ALL WALLS SHOWN ON PLACEO�4ENT
T05 PLAN ARE CONSIDERED TO DEFLLOAV
DEARIN6,UNLESS OTHERWISE f�OTED.
CD 0 =—
::I T04 6.)5Y42 TRUSSES W12T DE IN5TeALLEP
CD G F T04 WITH THE TOP DEN6 UP�
0 T03 7.)ALL ROOF TRU55 HAN6ER5;�O-DE SIMPSON
T03 HUS26 UNLE55 OTHERWISE 2TED ALL
FLOOR TRIJI-HAN6ERS TO 51MV90N
THA422 UNLESS OTHERWISE NOfED.
T02
T02
8 DEAM/HEAVERILINTEL(HDR)%DE
CD FURN15HED DY DUILDER.
�3 T11
CD 0
J03 NBui
To,
r+ �7. 1!*
0 " 0 :' I? ders
�n cdoi I -< C? M-AFirstSr6urce
0 w 0 '�
CD
0 PHONE 356-437-334CI F'�AX 386-437-3
r+
0
CD J01
CjO1
n 0 t:i' ('D C'
CD Jack5oqjville.
PHONE:q04-772-6100 F'-AX q04-772-lP75
GO
A L
(D (,D LL LL Lake rjity
'4. PHONE:356-755-66CI4 F"AX.356-755-7q73
C) 0 �n
04 It:$ '50mf0fr6j
'-+ �L ()' CD PHONE:407-322-005q F"AX-407-322-5553
0 CD (D la.
p �3 0-h
a OUILDER:
C,
" 0 1 Doorhe,-, Hal�itat
0 n Q '—
Uq t--4 CD 0 10-4-0 14-8-0 14-5-0 10-4-0 LE64APHE55
W Qn Lot 1 lZichard5on �,Orje
WHEL, IEVI�10N
UQ 3 Ded Duplex 7FIE
w CD 50-4-0 by
4164 Clf ox
50-4-0 EAMN6 HE16HT 5CHEFL-E
25-0-0 25-0-0
-T-F-FF
K—_ NY —A
Jol
77\ (20) EdOl
372
Cj
CJ03 CJ03
Ruffl-
Tol
T02 T02
T03 T03
T04 T04
9cr T05 -TO5
T06 J06
T07 T07
TOO 05
NOTE5:
TOq Toq 1.)REFER TO HID qI(RECOMMENDATION$FOR
T05
T06
T
T0 0
0 4
5 5
6
107 TO7
T08
T05
T
Toq
To, To, HANDLIN6 IN�TALLATION AND TEMPORAR
TOq bq- 4EERE0 DeAWINC,5 FOR PE AgACITN6,)
T REFER To EN61 NEN
DRACIN6 REQUlREP
TOO TOO 2.)ALL �E N61)LIM1115N,15TIR11�E5UNDER,,
T"" Z" ,
VALLEI F AMIN COMPLETELY�'
DECKED OR REFER TO DETAIL V105 FOR
T 7 ALTERNATE DRACIN6 REQUIREMENT5.
3.)ALL VALLEY5 ARE TO DE CONVENTIONALLLy
> T06 —jTO6 FRAMED DY OUILDE9,
4.)ALL TRUK,5E5 ARE PE516NED FOR Toz.
MAXIMUM 5FACIN6.UNLE55 OTHERW15E NOJTEP
w c� —TTO5
CD T05
�-1 5.)ALL WALL5 5HOWN ON PLACEMENT
CD FD — PLAN ARE CON51PERED TO DE LOAD
CL T04 DEACN6.LNLE55 OTHERWI',E NOTED.
0 6.)5Y42 TRU55E5 Ml)�T DE IN5TALLEO
WITH THE TOP DEING UP.
T05 T1 03
>
HU526 UNLE55 OTHERW15E NOTED. ALL
7.)ALL ROOF TRU56 HAI\16ER�TO OE 5lMPlON
FLOOR TRU55 HAN6ER5 TO DE 5IMP50N
(D (D T02 —TT02
oa�Ak THA422 UNI-595 OTHERW15E NOTED.
6.)DEAM/HEADER/LINTEL(HDR)TO DE
TOI U N15HE Y UILDER.
603
CJ03 A
1603
CD C3 (16)-EJOI
02 Builders
(D
C) FirstSourcre
" (, 0A
0 CD ul
1+ 1 JOI
JOI Dumncll
PHONE:356-437-334q FAX 306-4�57-311q4
Jack-,otivillc
up
PHONE:904-772-6100 FAX q04-7L72-lq73
0
" l*j Lake City
0 v PHONE:386-755-66q4 FAX:366-7555-7c473
(D
l5anf ord
co)
PHONE:407-322-005�; FAX:407-32i2-5515
u J- DUILDER
t-.4(D 0 --------y�
go 10-4-0 14-6-0 10-4-0 f5cachc5 Habitat
155
4�
0 V.,) Lot 1 Rirhard-,on Lane
< r.*, WOEL —9EY15ION
50-4-0 3 bed Puplex OLE
4 JUAINDY:
0610416 df Ox J7744 55
U1 THIS DOCUMENT 15 AN
WI INSTRUt-11ENT OF-
ENGINEEIR'S SERVICE
LU FOR OTHERS FOR CON
a) 5TRUCTION OF PROJECT
LU AS TITLED BELOW.
_j z INFORMATION DERIVED
M CO 0 ff
NO 4 z p FROM THIS INSTRUMENT
b Z CAN NOT BE USED FOR
W Ul
a -q OTHER WORKS UNLE55
LU
L AUTHORIZr=D 5'1' THrE
U
d) ,q z ENGINEER WITHOUT
V U- .q
0 uj I) r INFRINGEMENT OF LEGAL
0- LU
IJ4
d
LU
LU Ul REV DESCRIF=TION
U_ co z
ol GYPSUM EXTERIOR GRADE wll"17 2
o1c 56 COOLER NAILS ON 50TH
"SW+" SHEAR WALL MAY USE 1/2" U)j W
290-2" 25'-2"
SIDES OF FRAMING WITH 5LOCKING3 > 3
IN LIEU OF `1111roll SI-EATHIWs FOR 13
SHEAR DISTRIBUTION PURPOSES () 0 4
Hj UL
ONLY. a: (L
5WI 6W SLU C) (L
SLU d) -4
LU
All e
7 7 - - - - - - - - - --
7 - - - - - - - - - - - - - - - - - - - -
C14
17
M
Z
W LU
All I N
SUN (2)HT820S OR (2)
MSTA24'S 0 TOI TO 2plV z
1 (2) HTS20'S OR (2)
(2)HT820'S OR (2) (2)WTS20'S OR
1 14 2x4 r2 SPF POST W/ (2) MSTA24'S 0 TVI TO 2plV MSTA2415 * TOI TO 2pIV 0) U_ x
W000*TIs RODS. MSTA24'5 0 T01 2p 4 Lu
2x4 02 SPF POST w/ (2) F_-2�4 7 SPF POST w/ (2) 14.1 LU d�
WOOD-TIs ROOS. 2x4 02 SPF POST w,'(2)1 D.Tfe ROD5.
W000*TT& ROD& W
11 Builders
EL _j] 9
_2)
LS I- j 2 UJI FirstSource
C1 of Jacksonville
_j U 22 W
=4 =4 9 9
k IL
F15ERI'IESH ON & MIL VAPOR I L==l t ul I U I
W/
4" CONC. SLA5 REINFORCED
L EITHER &x& 10/10 Uirl OR
5ARRIER OVER TERMITE TREATED,
7 r-I
CLEAN, COMPACTED FILL.
6550 Roo'sevelt Blvd.
F/ N
L
A Lu Jacksonville, FL 32244
x (1)
L --------- -------- Tel 904.772-6100
0 .317-2835
v-04 q T51 a) C, d)
2
LU
I �T2 0. 9
r-----i
r-----I LU
1 z d) JU
JIL-- TL
\��T2
Ilk A
x
V x
L
iL 0
t------ -ca- - -------QD --- t 9 W lu vl�
VI
VI U
ST2 + x
ST2 0 0 x
(2) HTS20'S OR (2) V
d) "I'll", 1��', V
MSTA2416 a TOI TO 2pIV (2)HT520'5 OR (2) C14
20 211 2x4 42 SPF POST w/ (2) (2) HT520'S OR (2) MSTA2418 a TOI TO 2PIV r
L - --T- - - _j WO00*TIe RODS. (2)HTS20'S OR (2) MSTA2418 0 Tol TO 2pl� 2x4 02 SPF POST w/ (2) t
Si 2x4 02 SPF POST w/ 2) PS.
.4UOOP*,TIS RO
MOTA2416 e TOI TO 2pIq r
1z WOODOTIG RODS. C14
2x4 02 SPF POST w/(2) VI U t-
10 VI
W000*TIe RODS. X 0
kl C! V
1\�Tl L �=00*— -
C4 l,�T2 4" 60NC L Q Q 4" CONC i N V X a
SLA5 SLA5
<41P 20"X210"Xib" W1 z
I L�I - - - - - - - - - - - -i L - - - - - - - 2-0416 15OTH vcj
-07.X-: -_WWI- WAY (T P) n <
114011xl(v W/ (2)2xI0 "W* ------------------ X
2-04'8 50TH SLL* 'F 'w 51112 #' (2)2xI0
WAYS (TYP) V1 U M
() a Lu VI
%.ST2 4/ 101-611 14140" 101.611 x z = -1
0 x
10 V A Q
LU 0 V Uj
251-411 25'-40 —1 LU C14
:3
a d)
W Z f-- 9 0
D z Z C)i UJ
z ff t W V
z
q U_
LLI ff LIL
W
W
)L M
:3 LLI
z
z E)R,4WN WD5
V CHECKED LAF
z SCALE 311(o
L�=_�
DATE 6114104
4JO -1'14(
STRUCTURAL ENGINEERING FOR USE WITH 5 NO. J E�
E. tJ
TRUSSES BY BUILDERS FIRST 5OURC,
END ZONE PRESSURES
M`*TA SERIES STRAPS CAlsNOT BE TWISTED, THEY COMPONENTS 4 CLADDING PREMMS - IN PW Lawrence A. Paine,PE
OPNlG
M1AY BE APPLIED FLAT AND/OR BENT TO AREA END-ZONES INTERIOR-ZONES Professional Engineer
C-aONFORM/Ar-COMMODATE REQUIRED (S/F) FOS.(+)NEG.(-) POS.(+)NEa(-) License No. 21475
4�-PLICATION5, BUT THEY �IU6T NOT BE TWISTED. 0-20 of 41/o 5`21121 41/o 50.1
Uf�71E MT5- or HT5-5ERIE5 'fWISTEE) STRAPS" AT 20-50 of 45B 56.8 45B 4`21.1 Builders FirstSource
PAD FOOTIW_%S UP TO 3011X3011 SHOWN AT THE FOUNDATION-EDGE MAY BE OMITTED IF A STEM-WALL FOUNDATION 15 USED IN LIEU OF A MONOLITHIC FC)UNr:>ATION. PAO FOCITIWSS LARGER THAN 30"X30" AM: REQUIRED WITH EITHER A STEM-WALL OR MONOLITHC A�PPLICATION5 WHERE TWIJTED STRAPS ARE 50-100 of 44.0 52B 440 410 of Jacksonville
FOUNDATION. ADDITIONALLY, WHEN A PAD FOOTIWs 18 REQUIRED WITH A STEM WALL FOUNDATION (12 30"x309, IT NEED ONLY 59 PLACED EITHER 15ELouj-alRADE FOOTING-s OR IN THE SLAB, BUT NOT IN 5OTH LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH. I;kEOUIRED, —42.0 1 4S.-T 1 42.0 1 45.5 CA Number 000OM94
I > 100 of T
120mph AWd,AMC4K z To W'
WCOD*Tis LEGEND PLAN NOTES CONNECTION&�
NOTE THAT CERTAIN WooD,1--je RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING:'-, NON-LOAD BEAfikING WALLS 1) SEE SHEETS STI AND 5T2 FORADDITIONAL STRUCTURAL NOTES AND CONNEGLOP, I-IETH02 OF ATIASHMENT END-ZONE COMPONENTS 4
/�I
THAT ARE NOT A SHEAR-WAL-L DO NOT REQUIRE WCOD*Tie ROD INSTALLATION. WALLS THAT HAVE 5ECOVE LOAD 5EARINCI, OR EXISTING (2) 2xro-1 2 ��EADER/51EAM CALL-OUT MSTA16 (14) 10d Commors/Totil, CLADDING PRESSURES Apf::P.LY
2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT 5HEET
TO WINDOWS 4 DOORS IN
LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WCOD*Tie RODS INSTALLED AS FOLLOWS: �10 MSTA24�(I(o) Iod Common5/Tctpl. (P
NUMBER OF KING STUDS EACH SIDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 16 HIGHLIGHTED AREAS - TYP.
6OC?-Tie ROE) TOLET�gANCE5 NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED BY OTHERS. 5UILDER5 FIRST SOURCE OF JACKSONVILLE, THE X DIMENSION ILLUSTRAITS
O1r_ gJ INC MST46 (4a) l0dxI-1/2"/Tota 1.
C6 (25) ad or (22) 10d mmors/Tota 1.
JJOOD,�Tle R012(52
ROOF TRU65 UFLIET (L55 EXTERIO SIZE OF HEADER MATERIAL DESIGN CENTER (15F5DC) 15 NOT RESPONSIBLE FOR THE ACCURACY OF I
ROD(S) s 4' O/C (INTERIOR) OR (o' OIC (EXTERIOR). *�'-TCLERANCE5 NUMBER OF PLIES IN HEADER THIS INFORMATION PROVIDED BY ANY OTHERSOURCE. 6PH41rola--02) 10dxi-1/2". l;THE MEASUREMENT OFF THE
00-1000 %HOULD NOT 3) ALL REQ'D BEARING LENGTHS SHOWN ON TJ-5EAM SOFTWARE OUTPUT MTS12 (14) l0d Commons or-, I c1xI-I/2"/TctaI. CORNER Or- CORNER OF THE HOUSE WH5_F_E
1*1001-201(o ADD (1) ROD ADJACENT TO TRUSS, 31-011 (Z)VERRIDE ALL EXTERIOR HEADERS 1 (2)2x&-1/2 UNLESS NOTED OTHERWISE HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A HT520 (20) 10ol Commons or 24) 10dxl-1/2"/Total, HOUSE END-ZONE (NOT INT-ZONE) OF
02011 4 GREATER CONSULT DE61GN CENTER. INTERIOR WOOD�TIE ALL INTERIOR HEADERS I (2)2xb-IA 1 UNLESS NOTED OTHERW15E DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) I(ocl 51rikers/Each c Trues and Stud Column.' (TYP) PRESSURES SHOULD BE U55-E).
(Zi;UIE)ELINE5 PROPERLY RATED OPEN WE5 TRUSS HEADER MAY BE USED BLOCKS, MGT (22) 106 Commons to cod Member - 5/6" diameter or Lareer Threaded Rod per Acccmpan`�,yin!@
Ff;;;�0X1t'-1,4TEWOOD,,T!e ROD LOCATION. (2 COUTLINED IN LIEU OF SPECIFIED HEADER Note on Pales 51.
x A x __)-Oil X, 21-011> lt�ELOW ANY HEADER MAY-5E REPLACED WITH ONE OF GREATER E)EPTH DE51GN LOADS HGT-2/3 5/a` diameter or L&car Threaded Rod per Acccmpan�ine Note on Paes 51.
RODS LOCATIONS ARE FOR pEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION. UNLE55 NOTED A, GRAVITY LOADS 5. LATERAL LOADS: HGT-4 5/a" diameter or Lar�sr Threaded Rod per Acccmpar�ire Note on Faes 51�
OTHERW15E PROPER O/C 5FACING (4-0" INTERIOR, &'-0" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULD ItE LOCATED AT 5WO SHEARWALL SEGMENT - REFER TO DETAIL F/6TI AND/OR D/6TI ROOF LOAD TOP CHORD...LL=20P5F P- L=IFSF WIND LOAD - 120 MPH HTTI(o (16) I(od Sinkers to W2:>cl Member 5/5" dimaster or Lareer Threaded Rod per Ar-Compari�11rQ
CORNERS, PLATE HEIGHT CkIANGES AND AT EACH END OF EAC�H SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-tcWN5 PER 50T CHORD LL=IOFBF DL=5PSF SEISMIC ZONE - I Note on Paes 61.
DETAIL E/STI). RoDs sHcwN:� IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED COFikNER POST OR APPROXIMATE WOOD*Tle LOCATION FLOOR LOAD DL=15 FSF WTT22 (32) Irod Sinkers to W4cd Member EV.9" climaeter or Lareer Threaded Rod per Accompar�InQ
OTHER SOLID FRAMING. x SEE UJOOD*Tfo SECTION LL=40 P5F Note on Faes 51,
eTr S 'IBuilders 1`1�1110'1111�k
klBuilderswco&-f qak [61IBuilderss 01 4"' kIBuilderS Lumber &r Builders 1,10-&.,r, "r [6 [L1Builders-4wAn4u1*w, woodl, lEr v6nA klBuilders "att, 1110"v, &rF&a/
FirstSourceF6rVP1d&k FirstSource &4/Wb FirstSourceTru4sR�� FirstSourc;] Y14MI FirstSourceW00D *rl6& FirstSource wl�*�k FirstSourceI njutvtt,,lbr-�
(2)2x4 02 SYP
MTA24 W1 00)IVMVNVA ON STUD 15I.-OCKING(TYP) OVEVII114ANGS IN EXCESS OF 1611 AND UP TO 24" T�415 o
ASSEMBLY(TYP 4* HEADER,4 0$ILL) HEADER eSIZE USE 2X4 SYP OUT LOOKER AT IIII CLIP TO OCUMFENT 16 AN
AF_"1k0_`VW TRIII06-TO-ft CONNECT02-ft UPLIFTS > STUIP WALL SPECIF!"TIONS PER CALLOUT ON 015L.TOP ft-L.WITH(2)14b W/(8)8d.OVERHANGS IN5TRUMFENT 0'4=
UPLIFT(Lee) CONNECTION 1000 SEE HEPULN PLfZgW7AL ICP" OR LESS USIE 2X4 SYP OUTLOOKER AT 24" ENGINEER'$ sERVIce
R
1/I&II AP�A,OR TSCO RATEP 0-4 0, c I;He,W1(4)04AND STRUCTURAL Ve HT.(FT) STUP SC STU a wp.. HEADER PER STRUCTURAL PLAN ALL Fm4lMl TO 15 e2)SP+44/6/0 IUSS IF APAITE SLOCK 614EATWVG EDGES o/a WITH(IA45 wl ea)eci FOR OTPERS FOR CON-
SHEATHING Oti ROOF PECK 0-145. 1) 0 W/(132)10d x PLAN, gi.V�l 2x _02 S10F S�IEATW C0Jfi!NAI!LER
rF1F g�T O/C I
V-101-1 10' 2X4 82 - - I
WITH ad NAIL$AT 4" O.C.AT 465-S30 (2)HS W1�4)Ig[M_L42/91 _�P§0 12 1 MAY 5E USED I.L.O. 2 6Y10 ONL CORNER OF ASTEN SWEATHINGTO FRAMING AT 31,C/C STRUCTION Of: PROJECT
ALL SUPPORTED PANEI_ -2 SYP tTUDS* 12"O11C
02 OYP EXCErT As NOTED,02 LAYOUT IF SYS 42, WITHIN 4'OF GAiPLE TRUSS
145-1000 (2)WS W1(9)10d x 1-1/2'VENO/EA. 2X4 Jr,,�n ON EO(3e6,&1,0/0 114 FI?_;LP W/ad,
EDGES AND $I'Or-,IN FIELD. 2x& *2 $FF STUDS*16"O/C IF 50TH SIDES OF FRAMING I GARAGE HEADER (1)WW AS,TITLEo 5ELoUJ;.
1-1/2"TO 10
(6)1-1/4"GALV.ROOF11 Hl&A4 SPW4/6/8 is 3211o/o INFORMATION. DBRIVEC)
Is TOP IR TO HOR.
NAILS 0 EACH 1 0-12 -T/W F-7-Y--l�-SPF STUDS 0 16"ox I IN fO4E EVENT THE CONCRETS (2)MST,424 W/ FROM TII-119 INSTRUMENT
SWEATING N6 CO�OTRACTOR OMITS THE CORNER Or-
PURLIN 150TTOM CHORD OF ALL SUJ15 NAIL-T44ROUG44 APA,RATED SHEATHING IAI-022 EMBEDDED (SA0d/ENP/STRAP a EA GARAGS APA RATED SHEATHING TV CAN NOT BE USEC:> FOR
TIRUSSES WITH Ix4 SYP HIM END OF HEAPER 41NO. MATCH ROOF SHEATHING
TRUSS-TO-M CONNECTOR WE PERPINDICULAR TO TRUSSES 0 INTO NO,2 SYP FRAMING W1 ad AT 3" STIIIR�PS,IT IS ACCEPTABLE OTPEP, LUCII;I UNLF:S15
TRUSS SCI-EPULE PVIR PIRS-EN61NEEREP ROOF 1 :> SUBSTITUTE(V MST40
V. 2411 O/C wl(3)10d NAILS AT O.C.AT ALL EDGE$AIIV INTO EACH FLY T( , 11 11 AUT�40RIZf=-D E�Y' T14E
TRUSS OR RAFTER EACH TRUSS - UN-0. OF EACH POUDLt INTERIOR PLATE,12" SIF#ES PLAT STRAP PER WALL SHEATHING SHA"159 1/1611 4 SHEATHING NEED aNL 2x 02 SYP 0151- Top Pi-,(&�OMD) r=NGINEER W[T�4OUT
01C.ELSEWHERE. Hp;AHII FACE MOUNT THIS APA RATED SHEATHING wiTw C�L le Q�TOP 2
S" O.C.AT AL.1-PANEL
Srf STUDS LU LU STIIIgAP TO THE FOUNDATION NAILS AT. Aft INFRINGEMENT C=.LEGAL
ALI-EXTERIOR WALL SHEATHING SF2,H4/6/8 III 32"O/C OR FOR OTHER UPLIFT WAROWARS WITJ14 EITHER(4)1/2110 SOWS AND S"OZ.IN FIELD A)le AMJ!SQEg&X
$HALL BE 1/1611 APIA,RATED LIIOOI RODS a 4' O/C AND CONNEMONS,SEE TYPICA1_ grq9XIED ALL THIII UJI (7Yf1I-iJN.OA SHEATHING PANELS If NAILFM T&M 1/16" AIPA RATED SHEATHING WITH
W/ SHEATHING WITH ad NAILS AT 611 ERS. WALL SECTION AND TYPICAL. 4 1/.4"MIN.EMBEDMENT OR SHOULD BE ORIENTED 6)TRUSS QLr_fi&zRAft ad NAILS*61,olo ALONG ALL PANEL
(2)2x4 02 SYP TOP 11R. OZ.AT ALL PANEL EDGE$AND WASHE
(2)ROWS 10d 0 12"O.C,(UMO-)MIN, - HEADER FRAMING DETAIL. 13/4"TAPCON r PERPINPIcULAR TO FRAMING SOGES AND 8"0/0 IN FIELIP- 15LOCK
P/S a" O.C.IN FIELP (TYP-LLND_) AN6WORS.FASTEN STRAP TO MEMBERS,U.N.O. 1/21,Gyp ALL EDGES(CONTINUE STUIPS 4 SHEATHING
24" I-Alm W/(12ACd IN LAp.*PH41C 11
32" O/C QM WOODATle RAI SHEATHING PANELS SHOULD BE 1/2110 x 4-1/2"EMMEPMENT WEDGE (2)2X4 02 SYP AT DOUBLE INTERIOR STI)PS W/(20A&d. JACK$PER PLAN TRUSSI S/R AFTERS FOUND To UNDERSIDE OF al.ITLOOKERS�
ORIENTED PEWINPICULAR TO
O/C W/Bx3xl/9" WASHERS. ANCHORS QS EPDXIED ALL $ILL(TYP) 6ILLSMI-ATES/15LOOKING,NAIL SHEATHING TO ME ORIENTOP MRI
FRAMING MEMBERS IF EXTERIOR IN.3 KING STUDS EACH TO riuMING MSMBSRS,Uxa-
RAFTERag--le CONNEalgIRZ FINISH 16 STUICCO,U.N.O. WASHERS OR WOODITie 111111OPS Ill (2)ROWS 12d COMMONS AT S"OZ, SM,OE Or-OPENING WHEN CEIL 4G HEIGHT vARIE6 2
THREAD$*3211o/c W1 2x2xl/Dm FIRST PLATE TO SECOND PLATE UJ/
#2 SYP FIT BOTTOM IE w/ 4"o/c.WOOPITIO RODS HP 022 W/(23Ajbd TO MNG 2x&FRAMING,b KING PURLIN ISOTTOI` CWORD Or-
1_EW%TW CdNI-WCTOR 11M SIDE PANEL HEIGHT TO TUC) ASSMMLY(2) STUDS EAC44 SIDE WHEN if AWL TRUSSES W IX4 SYP 3
41CP18*32"O/C OR INTERIOR.SHEAPIWALLS ADD 0 WIDTH REaJIMEMENTS Pefkp SIPE OF cFENINII USING 2x4 FRAMING U.N.O. I
1) OR MTS12 WOOD-Tiss RODS 10 6'0/0. EITHER 24"o/c SHOT PINS Q3 l6d WOODoTle ROD PERPINPICULAR TO
2�WSS Q&pole Qft_ 1/2"Oxl" SMORP A.5.w/2"X2"XJ/0"WAS CASE HARD NAILS a 1611cI ANCH4 4 111 ISOLT($) In ert) MIN.111 1/2"ANC440M BOLT AS (2"MAX FROM TRUSSES 111 24" 0/0 w/(3) 4
I. 2--l"
1'-14" AT.52" ola Qff 112"0 WOODITIa RODS a OR 61- T FI -.-\ &I ,��411Q TYP.WALL SECTION. JAC"TUDS) 10d NAILS AT 9ACH TRUSS MOTA24 W1(W 10d —
V)w—&-Q3 MTS12 6' 0/0 W1 SITWER SHOT PINS 0 24" O/C *2 SYP PT MOTTOM M PER r I TAIL 6/0TI 1 11 U.N)O. NAILS/SNP 0"SIDE<PF
E AW022 NOT REGID 4"SLA15 II THICK-
OR 16d CASE AARPO 0 10"O/C. 5 THIS LOCATION I SNED EDGE WK004 EA.STUD ABOVE
> 14'16122�PLAN HEADER 4 JACK$To
4L,1 CONT.UNDER DOOR 11 HEADER
JACK$I' AND 614ORTSP,MAY (SEE DETAIL 6/ST2) FINISH
USE (4)10d.IN LIEU OF
n;W65-TO-44 CONNECTI TYPICAL WALL
A
..4 4 4 GRAIPE --------------- ------------- CONNECTIONS, fe- PEAK- TO III, 2X4 STUDS
&X 6 1 X 1.4 ULF -1 CONCRETE MINIIII TO 14'; 2X6 SPM
FINISH OR FISE"O PSI COMPRESSIVE TO-STUD,
- -i I *28 PAYS., STUP-TO-SHOE, TO 16'. 2X6 SYPO2
GRAPE WATERPROOF-BARRIER 61409-TO-FOUNDATION 12 2x6 SYF*2
FOOTING To BEAR ON UNDISTURBED SOIL HTT22 W/5/8"0 ALL
ALL ANCA40R 5OLT,IF USED,WITHIN 8` Or- FOOTING eaRE TYPICAL WALL SECTION) THREAD(5 1/211
NOTE, MASONRY OTEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INST EMBEDMENT)(TYP) 00�
BSARNG WAL..L ENDS AND WIT14IN V'or-DOOR OPENINGS IN 13EARING WAII SEE TYPICAL.CONCRETE SECTIONS FOR D N / 114 \
REINFC%_-IN�AND DIMENSIONING OF FOOTINGS. T"121104L MF_1AL CQU= W29Q!Ilo Rms
SLU5 - 9F EARIJUALL DETAIL TTFIC;AL GaARAL31- 2QUIR OPENING DETAIL
STI TYPICAL WALL SECTION MAL SHE CIET STI GABLE END 6ALLOON. FRAMING DETAIL
1/211 a lt�oll 1/211 1/211 1/211 X 11.0
BU' ilders
69W) 4 So SHEAR WALLS REQUIRE MIN,4011 OvERLAPS
W/MIN,e24).13101 NAILS a TOP PI-ATI SPLICES OR(2) 2x4 III SYPdUTLQ FirstSou' rice
MVA24's W/(S)lVd/SNO,CENTERED ON EACH SPLICE. OVERN"S 15 16" 0 24"o/c W/(1)W!s a EACH of JacksoAvIlle
APPWvED�T�040= STUD WALL SPECIFICATIONS HEADER PER STMOTURAL OUTLOOkER TO TOP CHORD OF GABLE TRUSS
UPLIFT$ > r7777=
UPLIFT(LD$) 0CNNJtfTION M HT.(FT) STUD SCHEDULE PLAN OR TRUSS LAYOUT 'OvER44~1611 _>2411 0 16"old W1(2)H5
1000 SEE MOCK SHEATHING OUTLOOKER TO TOP CHORD or-GASLE�
0-469 -e-9��* (4�gWKNO STRUCTURAL 0-91-II/ell 2x4 Irb"O/C NAIL THROUGH APA.OR TEW RATED SHEATHING
—,145_100v (2)He W4�(tL)led x 1-1/2'VENP/9A. AIDA Oft TBC0 RAM 60BATHING PASTENEIP TO WALL TAII (2)MSTA24 WI /END 151,11I.-T-Ulz OR 15OXED COL-UMN MAY 3"/6"OZ.W/ad NAILS,
0-14b (1)we lik dl,)1, PLAN. O/C 5uj,* INTO NO.2 SPF FRAMING PER SHEAR WITHIN 4'OF GABLE TRUSS #A8T9N SHII3 TO PRAMING
(2)He IIIIII"/ENr>/EA 2x4 02 SYP STUDS* 12"O/C
FROM BEAM TO POST
((,I)led 20,12 OFF iTUPS 0 16"0/0 4x4 OArkxb.
FRAMNG I""AM WALL.TAME
112166 W/(10)11 x 1-1/2"TO TP?- 78 2x6 02 STUDS i,lipr457C SHEAR WALL CENTER STRAP*JOINT BE UW0 IN LIEU (7
0-1000 (,t)-M X 1-1/2VEND (BLOCK I PANEL Ni�WES) ad COMON HOL2 DOM 0 END IN ADDITION UN.O.ON STRUCTURAL A.P.A.OR TECO RATED
APA OR TECO,RATNP PLAN. USE 41okj 02 SYP 9E 61*1�1 12 SPF 2x4 J3lX3I Q8 IiNo
PURLIN BOTTOM 0 NAILING TO TYP.WALL SECTION(A/STI 4 MUILT-UP COLUMN 14_0 4X4 ILS iop CH SHEATHING TO MATC44 Inc.
SWeATHINd ON ROOF OF-61K C440RO Or-ALL SPACING S/STI) WOOO#TIE.RO0 MAY BE LO TO VP E. ROOF SHEATHING 6550 Rooselt6it EIII
WITR.8d NAILS AT 41'0.0.AT
TRUSSES UJIT14 lx4 USED IN LIEU OF ANY SPECIFIED FIT 02 SYP 4x4 POST USE SpIW 02 SYP 9E 5p�j 02 SPF 2x& GABLE TOP CHORD Jelcksonville,flL 3044
ALL SUPPORTEP PAN94 SYP -=W END HOLO-POI -001-UMNS GREATER
EO:,�S 8"OZ.IN FIELIP. PRE-ENGINEERED B q INPICULAR OFS R WALLI I 1 -1 LP -STORY 2-STORY THAN 10 OR TAOW BUILT-UP COLUMN I.L�O bx6 Tel 904.772- 100
0� iALV.ROOFIt44 TRUSS OR RAFTEIR TO TRUSSES 0 24" EDGE IF I 2x L-SRACE ON GASLE VERTICAL$A&
41L "C - WALLS ��16'LONG,NONE (I)c SUPPORTING 1ED BY iTAUSS MANUF.(MIN.2x4 F
AC44 SWINGLE 10. O/C ill/(3)led SW (P 'Sle, ENGINEEREI:>WOOD ax 904.31?-n5
IIIII WALLS <I&' LONG, STRAP SPF W1 VIo/r_.IitX3I-NAILS MAX 24"o4)
SPEATI MCI NAILS AT EACH (2)SPI44/6/8 W/1/2,10 x PRODUCT, USE PT#2
TRUSS-U.N.O. HEADER KING STUDS MAY SERVE SYP&x&POST. (UN.O.
AS OBL STUDS AT THE ENDS OF 4-1121,EMBED EPDXIED GABLE TRUSS
ALL THREAD 4 3x1xI/81I ON STRUCTURAL MAN) r — — — — — - — — — — — -
SHEARWALLS
(2)0 2 SYP TOP fe. FASTEN W1(2) IN
ROWS 10d 12"o/c(UN.O.)MIN.2411 I_Arl�' 61=144/6/0 is S2 ucle Q8 WASHER WITHIN 3"OF (2)02 SPF 2x4 e EA.CORI
W/(12)10d IN LAP WOOPsTfa RODS W/ STUD"PHI I I.L.O.4x4 POST.(3)02 6" 2x I CLIP END OF LATERAL BRAZE To GAOLE
TIRUSS-TO-le CoNNEr_T01R 01SE' 294S 0 CORNERS DIRECTLY Ml IX.I
TRUSS SC14EDUI-F 111 311 311 1/0"WASWM 40o/c 'dxb INT C-08 9 BOTTOM CHO03:5 WITH(2)�-Ib CLIPS.
_r R Suil 3 (i)14TT22 W1 5/0 -1/2' (3)CSI& POST TO SLAB CONNECTION ME BATH SEAM WHEN oxfo IS
EMBED EPDXIED ALL STRAPS WITH AlBU44 OR ABUI W1 RE= HWA IN.0, 4 AT EA GABLE BOTTOM CHORD TO rOp.p
W1 ti:IfISTAIS
SF444/9,/S*32"O/c: SPF STUDS STUDS MR PLAN THREAD. (12)I&d 4,1/2"OX41/41-EMBED, HTT16 4 a0l"_1/211 T (3)'ISIX311 STRAP W/(1)10d/5-2ND a 4011o/o OR,II TOE
_--a CIWI SP44CItW45- NAILA To Top ie;*3IIo/c_aTAGGERSp AS REOV,
RAtER-TO-e 000 OR UJOOD-Tis EPDXIED ALL THRNAAP M EMMO SPDX190 M2 P11 - &'c/o
RODS W/311XVIXI/911 (2)OP144/6/6 W/1/210 x 4-1/41249* <
LONISfH CONNECTOR� L so Is a (1)HTTI& 4 ble"o x 5-1/2" ALL THREAD a 02 SYP LEDGER FASTENED X 4/12 1/12 C44 - elo/c 1/16"APA,OR TECO RATEP SWEATHIN6 W1 ad NAILS
UJAS14ER 0 lI Am EMBED EPDXIED ALL STRAPS "11P EPDXIED ALL EACH QR TO 16"old STUDS w/JSIx3I1 10 ib" O.C.ALONG ALI-PANEL rzOGES A140- $I'Or—IN
THREAD W/3X3XI/S!I >*IA2 PIT 4'old
(1)W&,WSWiI6,�MT&112 THREAD, ALTERNATIVE AS GUN NAILS*EA STUD
WA&WErt FIELD. BLOCK ALI- EDGES(r-OWINUE 6WEATWING
71 a a ISTRAfe"PIWG, R SHOWN ON (TRUSS-TO-LEOCIER TO MIDPOINT Of-GABLE BOTTOM CHOIRIO)
CONNECTORS,CLI", NOTIM STRUCTURAL PLAN, CONNECTOR SPECIFIED LU
(1)1446 OR MT812 1) 5/16"WARPI-PANEL 16 PERMITTED AS SUBSTITUTION L ESAM ABOVE BY TRUSS ENGINEE11V
-LAN ApIS AND WO00#Tfe FOR RATED SHEATHING ON EXTERIOR
" /1\� N
Ror.>S ARE NOT REQV WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN. �yl 1<11,
7�077 x4 02 SYP LAT AT 40"o/c. IF FIRST OUTLOOKER 16 MORE W
(SI Alxlli""LS T EIRACe INTO THAN 32",FROM FASCIA,USE
IF SWOWN ON THE FRAMING PLAN. RIFISR TO DETAIL lk 4 9914aTION SCREr MAC44 T*ft TTOM EXTEND (24x419 e FIRST OUTLO
I' AND SHORTS a INTSRIOR SEARIWI
A"1z;W Wr TECO RATED RONL
1/1611 A.10A
J R A.P.A.OR TECO RATED 2) OMNINGS IN SHEAR WALI_SEGMENTS PERMITTED ONLY
UKS ;4�/Iwo 11 SHEATHING OVER SPIF STUDS WALLS SUfIFORTINI3k, _/P F LEOWL
TO-JE C5!jN�CTION -LOOR I: WOLD DOUNS P/STI, SHEATHING W1 RV#0-1-16_2x6 w/(B,)NAILS EAw iI BRACE TO F X
ONL-y r -OADS. MR,TA151-E FOOTING(SEE FOUNDATION I OKW I T". S.
FOOTING("S TYPICAL WALL SECTION) PLAN FOR SIZE) VVIVO/d ad 111-1241-.2x*w/(0),NAILS*EACH 6TLV,
I NAILING-4 SIDES M0TAIS STRAP
:r M WALLS WITH BRICK V0*41t 3)ATT22 SPECIFIED FOR SWI MAY IM 6USISTITUTED WITH RVO 1242-1862-2xl2 W/02)NAILS a EACH STUD,
2)ROWS OF lod SHALL BE 1/16"Af*A.RATED TOE NAILS
R9 I�RICK VS"Erzft ALI-EXTERIOR WALL SHEATHING WPA14022 WK23A" F 48-0/c 93.1311X3"
IT9 F e w/GALV.fIES:'im 02 SYP BOTTOM R 11.11 ST 4 ALT, MOXE
16,10/0 RIZONTAL 4 30"O�_ NAILS* 12"o/c,STAGGERED. SHEATHING WITH"NAILS AT 6-1 Iftl I
V911I O.C.AT ALL PANEL EDGES AND bffyA�&ePRAMINn DETAI COLUMNIDETAIL TRUSS LEDGER DEL4
9" OZ. IN FIEELP (TYP-UN.O.). IWEAR WALL ASSEM"I DETAIL L I GA5LOIND e- RACING DETAIL...
/211 11-011
3/41'TIIIG PLYWOOD - SHEATHING PANELS SHOULD 154 T 1/2 to X 1 1/2
NAIL SWEATWW_%TO 150TTOM a "/&"c/o led NAU.S.4 C-0-UE ORIENTED nRPIN1PI0JLAR TO'
PRAMIW*MOVERS F EXTORIOR
W/1-101,110"L OR EMAL. 4
,P,P�94P 1504%>PER 1411 (2) 13lx3" NAIL6/TOE-NA1L6 FROM 7,77,
:14.4E AR WALL 90"NAILIN& r
_K SITUD. TRUSS TOP C+IOR0
STRAP ACROSS.JOINTS 1W USE 48"STRAPS I.L.O. NAILER TO PDR OR JAr W000ens RoID FROM ABOVE,
la'ANo BOARD W1 eiXISTA24 SPECIFIED 40" STRAPS Z 20
wl ccw led NAILS/ENO IF LOOR DEPTH le 161, 5L0CMXK11I STUN TRUSS (II NAILS,MIN.
5E,4M SSCUR
NAII_ SHEATHING TO TOP ft- (4AOd 0 KING WOOPITIE ROO THROUGH SO VIA WOOPITIE R=
(NOT RE010 WI-EN USINds HEADER PER
WOOO#TIE ROPS) STRUCTURAL 11 CONT 2X4(MAYBE OMITTED 111-(1)MSTAIS 16 USED (1)ATTI16 W/(16)16 ROTATED
STUD-TO-WEADER, CENTERLINEOP 59AM W1 d (MAY'IBM
ED, PLAN PROM 15LOCK-TO BLOCK ACROSS EA,TRUSS) 100'TO CONCEAL FLANOW)
PER MOT)611,,A AII Z 0
X
N A'I Ul IW MACH END AND
FLOOR TRUSS OR t-JOISTS EAC44 PLY. 10d 0 6"0/0 PROM
ATTAC44 2NP FLOOR$TUPS-To UPPER FLOOR STUDS TO LOWER W _J
IqT FLOOR STUDS OR PLO 0
R A.P.A.OR TSCO RATED OONT,2x4 TO 2x4
I. FLOOR STUDS OR LOWER FLOOR TRIJOIS-TO-It AN SHEATHING W1(1)ROW OF BLOCKING
EMAM W/4011 LEhOTH(4V IF BEAM WIT14 400 LEWST14 OF CS16 M-70-STUI>,(CONNECTOR HORIZONTAL 2x4 SPF*2
(2)#2 SYP TOP e. ATTAC44 FIN p
FLO >EFTW le 10")OF Off , r 1: ad NAILS S"0.0,AT TOP
ORr FASTEN W1(2)ROWS 10d STRAPPING uI/(IVIVd/END. SCHEDULE II SPACING TO WDR /NAILER (INTO IRV AND BOTTOM 69CTI BLOCKING STUN TRUSS
ATRAPS:* 42" /c
Q-W/(11) 12"old W1 MIN.(12)10d IN CENTERED ON FLOOR SYSTEM CONNECTORk(SHEET STU (INTO WEAPER�.NO SPH'S
41,1NP(CENTEREd ON FLoLOR $PF STUDS OR WOOD-Tte R006*4'olr- W
.'SYSTEM)OR U09 WOODeTiS LAP(U.N.O.)MIR 24"LAP 2x4 02 S" NAILSR 11 REQUIRED W/UPLIFT$UP ROOF SHEATHING
TO WOOO/TRI IF TRUSS _J
RODS4 6'O,iC(4'0/10 OFF STUDS ALL JACK%TO HEADER, ACK AND KING STUDS
APA.OR TECO RATED MSTAI&WMI IN PER CALLOU`f_'��
J UPLIFTS EXCEED 10000, WOOD WAM A
4TERIOR WALLS),* CONTIWE =ANTITY EACH TRUSS,MUST 13E CONTNJOUS 2x4 S"III UJ/(3) T
T"T",Y/SIZE/C4"0E/SPE0i SHEATHING OVER SPF STUDS HEADER(*Aod IN JACK. -9 ill _rX_T_ "NAILS To EArck TRUSS W900*11S BE
COLUMN, SnvFirAT`1PN 11 1,- ON STRLJCTURAL PLAN. C40NW-CTED TO THE -- AM CONNECTION ALTERNATIVE
1� 1/2110 x 4-1/2"EMSEPMENT WEDGE HEADER,WE 61 --- ---- --
okfSTRUCTURAL 4weET ev PR 02 SYP FIT 50TTOM IE wl SPH4/6/8 0 VERTICAL 4 0 V'c/o 13141"
32'Iola OR WOOO,Tle ROPS A Vc/c. ANCWORS OR EPDXIED ALL ENGINEERING SWEET. TRUSS TOP C44ORD NAIL$To INTEMlEviATS
'FOUNDATION AND A
42)THROUGH FLOORS'T 6 1 Em MOW WINDOW
Or>el)0016 THREADS it 32"o/c W1 2x2xl/&" ISLOCKING.ADD (1)1116TA191
OPTION FASTEN ADJACENT
WA64ERS OR WOOPITle RODS 0 STRAP UJ/(1)10WENP *EA.
PER PLY ACROSS r KINGS AND JAcKS W1(2)
SYSTEM(ORAWL1000, e Rope 1/2"OxI"EMBED AB.w/2114"XI/8" 40olo.WOOP-Tle RODS FASIV4 AC�kjACBNT KINGS ROWS OF lod 10 811Oc. WEEL/ENO VERTICAL SPLICE (CONT.2x4 MAYBE all O.C., ERED AS
CONT.TO FOUNDAI IGPINA INTERIOR.SWEARWALLS ADD AND JACK*W/(2)RMS OMITTED IF(1)MSTAta 16 USED C, fl)ROW OF 10d INAILO*=
WA64.4ER AT 32"o/c OR 1/2"0 WOOD-Tte EITHER 24"old SHOT PINS Q8 1dd OF 10d e ItoOZ. W00P#TIE ROD ADJACENT OF TRUSS PROM SLOCK-To BLOCK C 1'4 4n Or.STAGGERED,1 C-4, SWOWN,LEA PLY,
RODS* &'olo W/SHOT PINS e 24"o/a ACROSS EA.TRU") T (I)4ow or-iod NAILS a w oz. 1/4"012F 4 OF 2xrp.
OR l6d CASE CASE HARD NAILS 0 10"ola. TO KING STUDS EACH SIDE STA&WRED,WITHIN 3/4"OF
WARPSO 10`0/c� 11 OF OPENING _> V-0" 1/16"APA.OR TECO RATEP STI
ALL JACKS TO BOTTOM OPENINGS GREATER THAN SWLEATPIWx Wt 611/811o/c Sd NAILS crWErt4.iNE or-zt4
ro' USE 1/2"0 OR�3/0"O - 151-OCK ALI-PANEL EDGE$. 2 1/2 7o
IR: SHII MR JACK f
ANC44ORS AT 4811 0.0,OR
1/4110 TAFICONS AT 3211 O.C. ---
FINISH
ir x(P WIA x WIA
OR FIDERMESH TFWSrC-TO-le C40NNE OR-
WATERPROOF *ALL OCNGII&-M MINIMU11
C7 DOUBLE TOP le OF WALL
BARRIER I
L4- 2t�W"I COMPR90tVIE $111115 T110"SCHEDULE FOR
STRENGTH 28 PAYS., L ItWTING(em TY1015-(OTL A 4 15/STI) Dfpl� Yr=4
FOOTING TO BEAR ON UNDISTURBED SOIL TYP FOUNDATIJ
DETAILS)
617UP6 I SHEAR WALL F#2 SPF OR SYP
NOTE, fiAsoNRY STEMUJALL MAY 09 USeP IN LIEU OF MONOLITHIC FOOTING. NSTALL AW-14OR BOLT15
WALL ENDS AND WITHIN 0"OF DOOR OPENINGS IN 51EARW.
OF USED)WIT44N all Z;5EARlW
LWALLS, SEE TYPICAL CONCRIFTS 69CTIONS FOR REINFORCING AND DIMENSIONING OF FOOTING$. BUILT-UP COLUMN SCAL8 3/16 ,
TRADITIQbJAL tZTAL CONNECT =00-Tte A_RchiogIwa 9=6 5RACING OF TRUSS PEELS *2 SF* OR sylo 2 TA� PLATE HGTS. UP TO 1&1-1 11611 82 SRF OR 6YP2X8 DATE.
5UILT-UP COLUMN' BUILT-UP ICC�� UMN
EAR WALLS PLATE HGTS, UP TO 12'-] 1/611 SEE,STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIESI, PL P: PGTS.I UP -To 201'-,111
MULTI-STOR FICAL WALL SECTION TYPICAL OPENING FRAMI 4G OF-TAIL UN.0 )TI (OVER 16" TALL) AT 6WE FASTEN WALL SWEATHIWs-TO-"T W1 MIN"Is 0 J015 No STANDA 0
I TY 12"Olr,OR GYPSUM-TO-POST W/MIN 5d's a 4"O1r_
IP11 1-011 1-oll 1/211 X 1'.011
XI 1/2" a I SQ.FT, DETAIL
*TYPICAL C2k=TIQNfi
JACK-T!2� 'an2 LIULTIFLE I CQNN
C-CLU M_ s. rKtrs ELY FOS _,,_ECTI0N6_
TOP PLATE MAY BE ASS [B-0 I=MM IR POST ETC.
TRUSS BOTTOM CHORD MAY (11)WOOD-TIO ROD ADJACENT TO STUD POST IF PORCH 13EAM IS 1/21' 2 V_011
159 BRACED WITH EITHER NOTC449P TO ALLOW POlIRCH
r�ONVENTICNAL LUMMER Oxa,2xI0,M2,ETC). (1)WOOO-TIE ROO SPAM TO 09 LET IN To
THE Ix4 METWOO OR Tie ADJACENT TO EACW SIDE OF POST IF PORCH SEAM 19
BLOCKING METHOD. SITWER WALL PROVIDED THAT(IJ; A.
gsiGINEEReO I-Ur-SER(L6L,LVL,POL,ETC,) 2x4 02 SPF POST 16 ADDrg 1b ///,
ROOF N-EATHING SUPPORTED EDGE METHOD 16 ADECUATE AND 4
NAILING PER PLAN DOES NOT DEPEND ON TI-E TO IFAC44 SIPE OF,P BE FOL D AT ALL
OVERHANG DIMENSION. $95 TRUSS ENGINEERING FOR MAX 159AM TO SUPPORT LOCATIONS U49M I! OR WALL secured to thefoundstion.via an embedment ofmot less than.4-1/4"into 2,500pidoonerete)A011 anedgo
DETAIL TO The WOOD*77e Anchoring Rod S�vstem consist of vertically oriented%II diameter,A307 thteeaded steel rods
IN ADDITION,(1)WOODIT wARAI $1 distance of2"(311 when 2x6 fmaling is used)and secured with SimpsonAT Acrylic-Tie tw(P-PadePDXY,Or
*/a SPACING OF BRACIWG-SES PORCH BEAM MAY BE NOTC442D
No.2$YP 2x CONT,TO TRUft 4 "1 W.la V"ADDITIONAL TRUSS othertwo-part epoxy with equal orbigherallowablo tension loads forthe identical applicatwo two-paltePDXY.
4 ARMIND TOP PLATE PROVIDED ROD SHOULD BE INSTAL. ED
To EACH 6CPS OF ROOrFLOOR
11 1/4" MAX TOP PLATE W1,131x3" - MATC44 15RACINfis DIIIFORMATION. THE TOTAL DEPTH OF THE BEAM 16 The rods,a single,continuous rod or rod segments coupled together,culminate directly aboWt the tDP Plate
BOTTOM&�WORD OF TRUSS EDGE NAILING SPAZING OF V �!S-1/4"UNLESS NOTED ON THE 159AM AND(1)MSTA24 TRUSSES == * I NQ. 21475
/UP TO A 2X12) SHEARWALL SHEATHING STRUCTURAL SWEET$1. SHOULD BE AITACHED T�O with a 311AVxl0ga or 1/811 thlokstod washerand nut where it secures the plaws. f III movement.
The-nut should be tightened until the wasliershows the slightest example of deformation(a*ut25 lb*ftOf
tEITHER 6"o/c OR 3"0/0). (1)SIPE OF EACH TOP IS, �A STATE OF
Ix4 SYP CONT DRACING CENTERED ON THE JOINfT, torque).At exterior walls,one WOOD*27e rod should beinstalled atewh oomerpost-on t*e side Of thOPOst
40 OR 2X4 02 a" with the overlapping upper-most top plate-and at not more than six feet on center them Openings
614EANTH TRUSS CLOSEST TO w/(2)10d TO EA TRUSS,
00 NOT SPLICE - OVERLAP ORI
ZIOR 04L till 1/16" A.P.A.OR LEDGER W/ greater than six feet in length should have one WOOD*27t md placed at each side of the opWaIng,At interior
INTEF (4),ISI X 511 walls,one WOOD*rie rod should be installed attach comerpost-on theside ofthepostVAith the .............
ONA L
TECO RI 0 THING W1 glei 0 3" JOINTS MIN e2)TRUSSES NAIL POST TO TO EACH overlapping upper-most top plate-and at not move than four liter on center therealker.AddM10naIlY,11I
OZ-.AT ALL- EtraAS AND 12"0.0,IN _`111111112 I" INTERSECTING on each wo egmen. the
THE FIEJ_lFo> -;.BLOCK ALL E06ES YINYL SOFFIT '11001 PORCH HEADER other hold-down is presI a WOOD"ITie rod should be placed at each dof h , 113 tif
(MATICH NAIL PATTERN epsciFier) 2x4*2 VrP TOP E W/(1)ROW or TRUSS end oftbe segment does not coincide-with a corner or opening. Fortwo-storywaill wil, *vllIhigh,,
FOR SWTN'Cf 0 OW BELLOW- =1 mmw PORCH 5SAMI_z .131011 NAILS Ill 2" MEMBER- use to
3/811 APA (3)Asks" certain other applications when a single,continuous threaded rod cant be used,a coupler shi9it
SW2 WALLS ONLY. SOW OF 2x NEED NOT ISE SWTNG w/6" SEE O/C. USE UJ14EN NAILS join two or more,piocos ofrod togothor to create a continuos.-Path.fi-om top plate to foundaWn.The COUPICT
FLUSH W/EDGE OF TOP M PAST04 SOFFIT T,:b Ix4 NAILER W/(2)1" o/,z 6d STRUCTURAI_ BOTTOM should be low-carbon steel-with a cross-sectional ansaofttIt less th4n.20 squareinchea ido011y 111411 long X
2x FASCIA OR a EA 161,O/C STUD OR ad TO Ix4 SWEET 61 FOR CHORDS ON EACH
NAILER 4 2x MINIMUM size. TRJSS OR I I/16",Each rod should be threaded not less-than IN'into the coupler and ft two rods shou#d make contact at
MTL FASCIA THRI 16 MA VER 19,1 SEE DETAIL. A/S 19OR STUD Pl"91IIENT or near the middle of the couplQraM be tightened so as to prevent the movcnmt ofthe cruiplor or either
FASCIA WEIGHTS ON LEDGER
SOFFIT TO 2x '--FASTEN CHANNEL TO MAIMING, 10 SIZE/SlOACING REOUINEMENTS. OPPOSITE ro threaded rod.
FASCIA wl SIDING OR MASONARY VENEER w/ SIDES OF BLOCKING, At exterior walls,APA orTECO rated sheathing,or 5116"Hanii-Panell should be applied tohOnO side Oftht
APFI NET AppVp FASTENERS MAX 0 ro" o/c. NE
FASTENERS 41 WALL, wall.An additional row of8d nails(6d with Hardi-Pariel)should be placed at 6"o/c Into thertoP Plate
SABARWALL("ATWIII 49 MAX 611 o1c. OVERHAbra DETAlke FOR / I 1—(3)AIXV, assembly in addition to any other nailing specified for securing tht sheathing to the ftme.
CONNECTORS MR PLAN�_� TOENAILS a At exterior wall applications where the WOOD*77e Anchoring Rods am used to a)mist toW uplifts,b)TOSIst 5 T,
PORCH CLN!G NOTE oyg&�OVER 141211 NET STUD POST- IpI9 2x4 02 6"POST SPP EACH overturning moments,c)resist lateral wind loading(perpendicular to the wall),and d)disitritItite Am-wall
OVERHAWA; SHEATI4 PORCH CLN'G(S)wl MR PLY OF FOIW14]SEAM FOR 2x4 02 BLOCKING TO load,(parallel to the wall),additional intermediate shear connectors are required.The irderri*diate shear
OVERWAW&-291ALEQE A, 3/0"APA-RATED SHEATHING CONVENTIONAL LUMBER 2pig 2x4 BLOCKING a TOP PLATE connectors may be either IN'diameter X 4V4"embedment thteaded/epoxied tods or VP dianI X 411
w/611/12"ola 6d OR ft NAILS. 12 SPF POST MR PLY OF"RCH 24"0/0, OF EXTERIOR embedment Powers Fasteners Blue-Tip Wedge,Bolts,located at or near add-points betweerl WOOD'I'Tie
95LOCK ALL PANEL SOWS. BEAM FOR ENGINEERED LUMBER. WALL. Anckoringftods,but in no case more then 48"ftom any two anchor combinations;or 1/4"di I Ow ter X 111V 1
EXTERIOR embedment TspCon anchors or.163 11(or larger)diameter X I VV embedment power-ama4 fastmers,
NOM I:. . I; WALL located at or near third-points between WOOD*77e Anchoring Rodhr,but in no owe more thl5in 32"from any
THIS INTERIOR SHEAR WALL DETAIL IS INTENDED FOR USE IN ARIgAS WHERE THE ::ONTINUOUS LUOO 5RACING two anchor combinations.
At each side ofthe shoe plate joint,any one ofthe four intermediate shear connectors out1bod in the
AWFAR WALL MNS PARALLEL TO TI-E TRUSSES. THIS IS AN ALTERNATIVE TO e-pla e in
CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK- IF THE HOUSE 16 TIED Pow USING ing paragraph may be,used to secure the plate and prevent borizDnt.all movement.Tbe-AIIO t jO t
F(:;)RCH 5EAM TO. $TUC? CONVENTIONAL STRAPPING,RISFER futendrshould be located within 6"ofthejoint.
J/ N TRUSS 5LOCKINS P'eced
TO Tie 61 STRUCTURAL SHPET FOR The typical maximum allowable tension load for each unit is 3,6750 at interior Wcations andl 2,943;9'at
TRUSS SR PORCH ISEAM 00?IM!CTION exterior locations,when installed as designed. When a 311 edge distance is used with 2x6 fl-Aming,the typical
ALTER _IOR WALL DETAIL DETAIL
NATE INTER SPEARUJALL FRAMING —ACING 4 OVERHANG ALTERNATIVES
5-ri J -- I DETAILS. maximum allowable teiIsion load for each unit may beinereaRedto3,499#atexteAorlooati&$-
1/411 X 11-011 1/211 X V-011 0.011 1/211 V-011
Z
7K
A
To
N
T
L
4
WI
L -7
BS' r
'2'W
�_l 0 (2)
(1 4
UM5%*5 All
OC E�T F
INST M
4�.
POR TffER FOR CON
STRUCT I ON T
L
JL
qE a
A N W
11
OTT 162 0 U
-ALL,
IT
TWIS C> 19 AN
STFRU T CsEfNE CPAI h
FOR OTHERS CON-
STOP LATW AND See STI FOR VERTICAL WALL CONNECTION. $TRUCTION OF PROJECT
STUCCO COFQqE 4" CONIC SLAS W1 6X6xl01l0 WWp AS TITLED 5SLOW,
STOP LATH AND 'DEAD V BELOW INFORMATION 0ERIVF_D
Q0120f __ SEE STI FOfR VERTICAL WALL r OVER 6 MIL VAPOR 15ARRIER OVER
4" CONIC $LAS W/6X6XIC/10 W0 SLOPE 514" X 12" STUCCO CORNER ONNIECTION, FINISHED FL
OVER & MIL VAPOR BARRIER OVER r I AT GARAGE DOOR SEAP W BELOW _CLEAK ALL COMPACTED, TREATED FILL FROM TWIS INSTRUMENT
2voi FLORIDA BUILDING CODE (F5C) 40INT 4'i'CON'r-
r-L.EAN, WELL COMPACTED, TREATED FILL tj1LAB W/ 6xisx1olle UUP CAN NOT BE USED FOR
FINISHED FLOOR-\ L MAY BE USED
AS,CP 1-138 F, OVER 6 IL VAPOR BARRIER OVER AS BRICK LEDG OTWER WoRf<6 UNLESS
113SI No$ vAIRIE6 T — .. .11i . .-. '. �.-, �l-1- *--'.,- l 0 CLEAN, W L COMPACTED, TREATW FILL SLOPE GRAD AUT�4ORIZEC> eY TWr=
4" CONC AID W1 WWF (1)04 RESAR CONT. a HEAC>ER CouRSE
SL ENCaINErEIR WITHOUT
OVER 6 MIL VAPOR BARRIER OVER GRADE DIMENSIONS
r— MIN.DISTANC INFRINGEMENT OF LEGAL
GENEFUL CLEAN,WELL COMPACTED, TIREAITED FILL L teRS 111 11
I ST El
T HII
A-Posign is void after two Vears from original date of issue, unless Updated to acceptable COCISS and practices at that tltn*. CiLSAN ::OMPACTEr1> "M
Use dimensions From the architectural plan. Nlotif� engineer Immodlatel� it diacreqoancles are found between I:blams. S&No FILL ST�Ry
EL-Do not scale. :9 11 1��l 11 1 1 STORY UJ/2 OR LESS COURSES, M V r:>rz sc R I I, I<_1>N
.... ..... POUR STEMWALL SOLID OR USE 10"40" FTNdi
C, hall,l be in accA::,rdanco with instructions from manufacturer or designer. 2/*4 CONT. - I-STORY
_All details r
2-STORY --lb MIL VAPOR BARRIER
M All temporar� 0ioring shall be the rosPOn6TbI1lt�j of the contractor. OR(.�,*4 CONT. 2
Z-111 11D CORNERS 4 401I*/^_ TWEREAFTER - SEND -
Of-I I I 1=='
(2)w I (Typ.veRTicAL ReiwzoRcemsNT,� 040OWMI-4
1110�dlil III I - . W/ SIRICK A" 0OWELSO TOP 4 BOTTOM,WMr.>
STORY, _(1)64CA�)NT I INTO FOOTING /12" INTO ISLAB 3
OCOMMended Cle leirl 'C> paramaterr" and accept4bd 20. 1 T . —_1 11 IMMUM &I
A,This cleign jjai# jc>aen completed in acaorci&nce with pertinent stanoar s, r $1 0 11 . daston Is Intftncle�d e2amwo-A= . MAX. STEMWALL HEIC#WT. 4rel) GROUT ALL- CEI-LIS 1111 REINFORCEMENT) 4
enginearine 4;Iellpign prot_-*,��ures, and is 1:;,,860d c:,n the kploot tnrorfnatfcln avaflai:>10 at the time or c4;,mptetion. The W/0 Im 12"lW11M W1 e2PUCONT. 8" COURSES'WALLS > (5.)all rna(�_TING at
to minimize dirforential movement resulting Prom the heaving of expansive soll or settilne Of subsurface soils. It must lCiS rocrognized W1 BRICK 2VIjWIr>2flNCL1 II,*L50G4)W1(N14 COURSES HIGH IREQUIRE LW6/0`MRyIC,1. 16"W1111(2)114 CONT.
that pounclatTCni components will undergo movement. An� subsequent owners shall beappralsed of the $oil condition and ad�/Isscl to TURNED DOWN EDGE 2 STCWY ADDITIONAL ANALYSIS 4 W/BRICK 20"x&'W/(3)04 OR(2^CONT.
W10 BRI6K 16"W16E W1(21%OR e2)%CONT. REINFORCEMENT. 2 119JSX
jubsurface drainage, framing of partitions above floor slAibs, Md W1 BRICK 2411 ODE (I IW*LEDW)W1(4)64 OR(.S^ W/O BRICK 201W011 W1(S)04.om e2)#&C4:)NT.
maintain good practices in the future with regard to surface and r 5EAFRING 5TEP DOWN C&D !�l NCL% W1 MRICK 24`xI0"W/(4)04 OR(S)IS CCNT.
Finish work the floor slabs, stc. 61ye $011 with an allowable soil boarling capacjt� of 24W poll'. Active EFPx 30 P0 flovel backslops), T�I=ICAL FOUNI
IL DeVenhas k;,00M based On A A0M-6xP0n until the wallshave sufficient strength and have been anchored tro the Floor 0- Z)ATION DETAIL I T)"PICAL FOUNDATION DETAIL
C."Backrill acijadwt to fouridation waft shall not I" placed
s�stsm above vr adequatel� braced to prevent damage to the wall.
0,Rotor to the 060tsChrllCal Engineer's report for all $011 rsquirsmisrits for this site,
I-All rovriclatrorit Pads shall be formed to proper dimensions as Indicated on the drawlnes and centered On column Or wa4l. SEE STI FOR \eERTICAL WALL CONNECTION.
P,The location d�f foundation Joe$, Steps and top Of wall elevations and connections are critical to foundation performance. These Item's 4" CONC SLAM W1 6, 6 1/2
VI 6 proper founrdation OVER& MIL VAPOR BARRIER OVER 4" CONIC SLAM W1 6X6XICII0 ULF * MAX. 2 COURSE$
are shown on 00 Plans but 11`18� change during the actual construction. As a result, this design C6 n not a, dr6s CLEAN, WELL COMPACTED, TERMITE OVER & MIL VAPOR BARRIER OVER Sk 1/2" WIDr-_ CONIC.SILL TOP AT MAIN ABOVE SLAB LEVEL. SEE STI FOR VERTICAL
configuration LUMS&$ Stated specjfjcalj� on the drawings. TREATED FILL CLEAN, WELL COMPACTED, TREATS ILL STOP LAT14 AND SLAB LE\�k_ j_ Top To GARAGE FLOOR WALL coNNEcrtm
6=00 COFWER VARISS'- MIA)< 5 1/21, (HEIGHTS EXCEEDING (1'.P'4 CONT. IN SOLID GROUTED Bull ers
BEAD I" BELOW WI0T;4 RS�& ADDITIONAL ANALYSIS) -BLOCK COURSE
VARIES ------ wag FINISHED FLO 11 TYPICAL SLA15
7 411 NIC AS W1 6x6,xI0/I0 WUP FirstSource
ce with ACI 3 =111 :, *'. . .. 0 0 IL VAPOR BARRIER OVER TYR VERT. OfJacksonvillle
15-90 (Revised 11569), Do 7- CIL
A,Detail In accOrdarl talling Manual, Minimum concrete Cover for reinForc*morit
IEHI N,11 1. comrAcTED,TREATED FILL RE I NF.
"it be as fd1lowe': TI I I� L VAPOi;;Z BARRIER
SLOPE DesignCenter,lInc.
EE
earth or weather 1-1/2" GRADE .................
1) Concrete cast against earth 3" I_=E=_I I I I=-
2) Formed coiillCrsts exposed to
(904 C CLEAN compAcTer.> YPICAL FOOTING - $Erz I/ST2 FOR
ILI ILI,
3) Interior ala,106, walls 3/4" �9 I r1i 1 550 ROO"Velt 1131vd
�/ all
to used For foundation$ and Slabs $hall be 2"0 FW 28 dap. SAND,�FILL SIZE/REINPORCEMENIr
Jackbotwille, Florida
IL Minimum CompIrAllseive design strength of concro I�ffl I I RM I I I
e4O
C,,Reinforcing &�osl shall conform to ASTM Afolgp, er8d 32244
0.Lorteltvd,rial reinforcing in walls and footings Oiall I�e continuous at corners and intersections. Matching Corner bar$ shall The Used.
20". Tot W4.112-46,100
shall too 40 bar atamoters, but not loss than TYPICAL IfFOUNDATION
.All concrete PpOratIO"s, InCIUdlr19 but not 1"Imit0d to mix design,mixing, transporting, placlr�e, reinforcing detailing and plaelme, Curing, Pax W4311-2835
_I 1117 7111 1=-.1 I
and testing 6401all be done in accordance with the requirements and application of ACI 301-94 (85), "Spealf1ca-tions for Stntatural Concrete". 6TEF DOWN [DIMENSIONS _7
NON-LOAD 5EARING TURNED L-,)OLUN EDGE
W-00-se
D 2 FOUNDATION 4T GARAGE _�OUNDATION AT GARAGE..
A Framing lutnbor shall be as follows or better:
2 x RaFtors/j!!0Pam6/JOfsts 02 SYP IS% M.C.
I-joists proVided b� TrusJoist, or equivalent. 41' CONIC SLAM W1 &X6"110 WIP
Engineered S-0iffams i0rovided bg TrUsJolst, or equivalent. OVER & MIL VAPOR BARRIER OVER
Plates *2 sl'p IS% M-C- CLEAN,WELL COMPACTED, TE11"ITE 14PADF-R 5LOCK OR OVERLAP SLA5 RECESS SLAB �3/41' FOR
211
studs 02 SOFF 113% M.C. - Tgpical - Unless Noted Otherwise TREATED FILL FORMED 4 CAST a THRESHOLD
Stud Grade #f*F- (SIP. M_C_ (2x4 up to 8,.l Ong storg residence orilV except partiall� enclosed structures) /STEP DOUN DEPTH z STUP ;, 1 1,14" (FROM
dlli,�All nafl$ shair be two wCopunce Unl,"s noted otherwise. options to using common nails are as follows- RECESS $LAS tq4l, FOR SGO OUTSIDE FACE OF BLOCK)
I2dxIg;ld.0.I3PIIx3" Guri Nails 0.
41t C
Snx2 114" Screw/Glue Shank Otun Nalls (provided that the o1c spacing is reduced b� 1/3. I.E.; ad ibl'/12"o/c beco%es ONC SLAS 6XIIIII, /10 UALF
OVER(0-MIL BARRIER OVER
CLEAN, LL
ACTED,TREATED FILL TYP.SLAS
x2 I/All * 4 TYP, SLAI5
C'U.Ihore not Otojorwil$e shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Cod4eASC!E -I-se, 4L
andlor -— — =-- -I I I I IEEE
sathing must be nailed or screwed 4 adhesives SHALL NOT be used in plair of nailing
Iss-I TIT—
referenced #bove. All shi EIIIIEE CLEAN COI!`01PACT50
Sidis, maV be U606 In lieu of PICAL F ING - SEE I/ST2 FOIR
I PER I F� F=- -ORCEMON
0,Mstal connsrtors to be provided b� SIMPSON. Alternate connectors w/ squival6ilit or higher allowable to RR I I I:=EE* 1111 llll�III � ILI I I 1��I I I 1=�, YPICAL FOOTING -SAND FILL
(2)04 CONT. - I-STORY E_ I SEE I/ST2 SIZE/REINF
EE: ��_E
E. 1 FOR SIZE/
/lg,,, O.S.S. with jad -w 6a O.C-. along panel edges, 12" o.c. in field (0" with Partlall!ij enclosed HIM I I (2)IS OR(.3)#4 CONT.FOR REINFORCEMENT
exterfor &all$ to be sheathed with mln- I
gomponots l(trusses, I-jolst, atc.)"it 12-6 Installed Par mamufar-tursrs 6 1 k—
W<csPt -16 nOtOld
structures),a on StrUctwiral plan. 2-STORY
It --- .1
TYMCAI- FOLNIbATION
TORY)
0
ona br red pw 1-115-Sl spaced not more t1plart 16 feet oc. and.
CkAll perman" bracing Of tru"ss with COMMMIOUS lateral brai'c'" shall IS0 11V a 20"
not more thgo 4' Prom end of continuous lateral brace.
INTERIOR 5EARING
STEEL
to AISC Le ST;=MWALL STEF DOWN FOUND, AT S.G.D, .
A,Det,all, fsbrlr�ate, and Orsc-t $tsGi according lath OdItion. _FCU�D__AT
aspealficatior for the Design,Faicirfcation, and Erection of Structural Steel 15ulldlnes",
IL Structura I et46I-$h8 11 be, LL
Except as wolow AST-M A36 411 CONIC SLAM W1 6X6XIC/10 WWF �3
Pipe ASTM A5.3, T9ps E or S,Gr. 5 HOLD 140R.BLK.
OVER 6 MIL VAPOR 5ARRIER OVER W
T MAR5LE SILL TO OUTSIDE
Ube ASTM A500 CLEAN,WELL COMPACTED,TERMITE
C.All bolts shall be AB-01 unless noted Otherwise. TREATEP FILL 1 1/2"
01 All welding #hall 'Pe In a Certified welder. TYP.SLAM iL
7" MAY VARY TILE -HAND TOOL ALL CONTROL JOINT 4114=40 SLAR� W1&XgX10/10 WWI-
(61EFE FOUNDATION TOOL I" DEEP WHILE CONCRETE OVER& MIL V��R 15ARRIER OVER
MASONg"t-1 ISWORKASLE CLEAN, LL ;-�MpACTED, TREATED FILL . .....
&Concreto block shall have a minimum compressive strength, Mn of 16"pA Masorlr� "ll 100 laid UP V$Ing
in ut "it have a minimum com 2 '. 11
An� '8$onr� in Contact t�po 6 mortar (bnIV. F�
with earth shall 120 grouted full. Gro pressive Strength of 30M pof
IL All concret4r masonr� operations, shall Ice done til accordance with the provisions or the latest appllcab� rocommond4tlQ>ns of the
ACI Manua I dpF Standard Practice.
TYPICAL FOOTING - SEE IAM
4 1 SIZE EINFOI;;bCEM1EN T
C.-Lap all Vertical reinforcing 8 in (� (,D -
inimum or 2011.
CLprovias hl&�rizoirital joint reinforcing at 16" Oz. varticalig. ReIlriforcine w1re *hall conform to ASTM A82 and ASTM A161 TYffcE3' 04.
W 11 WE I I
TYPICAL FOUNDATION
rw
MIN,
6UN<EN 5�40WER DETAIL CONTROL JOINT
)��UN�D_ �AT �1�00R 5ILL 4 FOUND., AT DOOR 5ILL
DRAWN 15AMRUJ
CHECKED LAP
STANDARD FOUNDAT#ON DETAILS SCALE NOTEO
DATE IA1102
A JOB NO. STANDARD
4IR SPAM
(1)04 x 2'-0" OVER TRUSS OETAILS
oFLAA6;4INGjMU6T PASS THROUGH 8"x6" ICWASE IN
j5p;ZjLCK VEMEEPt 0 A LEVEL IBELOWW CONC,BLOCK STEM
E><TENIC:P tFLASWING$51-011 SHOE PL.ATME SLOPE WALL
EXTERIOR WALL$ HAVE THE EXTERIOR M%LOR PLASTIC GROUT 60LID GRADE: 71
Y)PLASWIW-s AROUND PIPE
t-oundat'lon Note, SAEATPING FLUSH WITW THE FOUNDATION. A
01�1...............
PULL ALL INTERIOR WALL DIMENSIONS GROUT SOLID
FROM OUTER EDGE SLAB. V ... �,�r-
A
WEEP HOLES 4811 01c CLEAN COMPACTED AROUND Pin
3/4" (NOM.) STUCCO OVER LATH 4 PAPER
Woo,cl vertica cc4neltruct ior SAND FILL
all MIN, DEEPEN
E FOOTIW3 * CHASE TYPICAL pOOTIWx SEE,I/OT2
114" GAP 135TWEEN SHEATHING 4 CONCRETE TYPICAL FOUNDATION
5houir atop fourbation < LOCATION AS REMID 'to FOR SIZE/REINFORCEMIEN r
4
PROVIDE PROPER STATE ort
deta ! 15, for clarlt�4. Lucod FOOTING DEPTH.
-STUCCO STOP ....... .
N
LIGHT COAT MASONRY "DRESSIWGII TO FILL rzlL�_ VOID BETWEEN SRI UTILIT",r C�IA%E UTILITY Gk,46;=
CMU/ IcF or other structur(al 5LOC< VOIDS AND/OR WONEYCOMS \01§WER 4 FOWDATION
WALLL W/T1d)RTAR OR
vertical conetructior GFOPUT,FILL SOLID FROM
pO�PTIW-it TO UNDERSIOE OF
FI-46WING < PLAN
acceptable eee 5TI For UN
STUCCO DETAIL BRIS< DETAIL SPEET
MONOLITHIC: FOUNOATION- DETAIL5 STEM WALL FOUNDATION DETAILS
THESE DETAILS ARE, INTERC-,HANGj=A5LE WITH THE THESE DETAILS ARE INTERCWANGEA15LE WITH THE
STUCCO ADDENDUM 51RICK ADDENDUM STEM LUALLS FOUND44TION DETAILS. MONOL,ITHIC FOUNDATION DETAILS '3T2 .
51�4r=_TS
LA
0 C
TH AND
ORNE
SE
IS
:D r4
CLEAN' W
S 0
L;_
qL
SAA
_�T
0
THRE
.>EP,
OUTS
A
V_� ale
M A P OF
A PART OF TRACTS of A to AN[P "Go', BLOCK 15, DONNER'S REPLAT, AS RECORDED
IN PLAT BOOK 19, PAGES 1(§ AND 16A OF THE CURRENT PUBLIC RECORDS OF
DUVAL COUNTY, FLORIDA' BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
FOR A POINT OF BEGINNING,, COMMENCE AT THE SOUTHWEST CORNER OF LOT
1, FRANCIS COVE, AS RECORIDED IN PLAT BOOK 50, PAGES 67 AND 67A OF
SAID PUBLIC RECORDS, THEMCE NORTH 02*06'19" EAST, ALONG THE WEST LINE
OF SAID LOT 1, A DISTANCEf OF,48.18 FEET TO THE NORTHWEST CORNER
THEREOF; THENCE NORTH 02'0619" EAST, ALONG THE WEST LINE OF LOT 2,
FRANCIS COVE REPLAT, AS fRECORDED IN PLAT BOOK 52, PAGES 49 AND 49A
OF SAID PUBLIC RECORDS, A DISTANCE OF 10.00 FFET; THENCE CON11NUE
ALONG SAID WEST LINE OF LLOT 2, NORTH 01-40'45- EAST, A DISTANCE OF
28.27 FEET TO THE POINT OF BEGINNING FOR THE LAND HEREIN DESCRIBED;
'00" WLEST, A DISTANCE OF 92.00 FEET TO THE EAST
THENCE NORTH 89*36
RIGHT OF WAY LINE OF RICHARDSON LANE (A 10 FOOT ALLEY PER PLAT, A 20
FOOT ROAD BY MONUMENT AND POSSESSION); THENCE NORTH 00*38'45" WEST,
ALONG SAID EAST RIGHT Or WAY LINE, A DISTANCE OF 81.74 FEET TO AN
INTERSECTION WITH THE wE§TERLY EXTENSION OF THE SOUTH LINE OF LOT 11
OF SAID FRANCIS COVE REP�LAT, THENCE SOUTH 89*36'00" EAST, ALONG THE
SOUTH LINE OF SAID LOT 1� AND WESTERLY EXTENSION THEREOF, A DISTANCE
SCALE 1" 20' OF 95.40 FEET TO THE NOWTHWEST CORNER OF LOT 3 OF SAID FRANCIS COVE
REPLAT; THENCE SOUTH Oor49'19" WEST, ALONG THE WEST LINE OF LOT 3
AND ALONG THE WEST LINE OF SAID LOT 2, FRANCIS COVE, REPLAT, A
DISTANCE OF 55.06 FEET; JTJHENCE CONTINUE ALONG THE WEST LINE OF SAID
LOT 2, SOUTH 01*40'45" W�,6T, A DISTANCE OF 26.68 FEET TO THE POINT OF
BEGINNING. CONTAINING 75Z3, 2 SQUARE FEET OR 0.17 ACRES, MORE OR LESS.
I
x 15' UTILITY EASEMENT
-A, I 'r
�10 7.5' 7.5' 0
I FRAN0S COVE REPLAT A
PLAT BOOK 60, PAGES 49 & 49A
LL Q T 11
> L — — — — _2-� -- — — — —
F- ez
rn
< 10' JEA EASEMENT
C3 x S89*36'00"IC 9i.50s xi
WATER
Z METER —
z 46—
rri
;lz 07.5' BUILDIMG RESTRICTION LINE
CA
rn 25 2' 47.2' W
rri
> >
0 2 JD FPROPOSED 0
F: > z PZPOS D 0
m > Z PARKIA
_< z I FINII§HED FLOOR a) ul A
0 rn c:
a) 0 8
ELEiYATION = 13.
> v) rn ct
co ul
;a
0 w 70 m CONTAINING -7532 SQUARE FEEI z
Z 0 Z5 0 1 1 0
c: 0 Ln OF 0.1-7± ACRES
r. x a --47-
m 0 Z-i 0 4 m
z cu G 0
12.1 AFT OF THE §OUTH 1/2 OF LOI I �d
0 Z _u cz q Ln co >
5! r- P
=1 -0 z r.- A 12.0
0 > CID A -i 0 x M
z 0 .& C"
m m 0 z
(n 0 PROPOSED
> '4 E: z
x .5 0 DUPMX z AO
_u X m
0 03 N) PO�SD ul (n
. Zt- —PRO 0
> m Jp. !0 "_h 0 1
z PARKIN� 0 . 0
U) 0 -0 47.2' 21.2' -00
(n — > 24.3' >
Z > --- m
m
NE rri
0) 7.5' BUILDIMG RESTRIC11ON LI U)
Lt V_ -0-
> 0 r-
z 0 >
> N89*36'OkO W 92.00' Imp:
. 0
OF -4
POINT
>
BE Nt4t G-
lb
0)
OF
z
cn
x 12.1 X 12.0 co
7
:OC!K?�-LOT 1. FRANCIS COVE
NOTES: 0 PLAT BOOK 50
THIS IS A MAP TO �CCOMPANY A PROPERTY r1f PAGES 67 & 67A
DESCRIPTION.
BOUNDARY DATA BASED ON SURVEY DATED POINT OF
APRIL 16, 2004, FILE No. 2004-0487. REFERENCE
ELEVATIONS SHOWN TAKEN IFROM TOPOGRAPHIC SURVEY DATED JUNE 29, 2004
CHECKED BY: BOATMIGHT LAND SURVEYORS, INC. DAIL' MAY 28, 2004
DRAWN BY. MCC 1500 MOMS DRIVE SHUT 1 OF
FILE 2004-71IN jACKSMMUE MEAN, FLORIDA 241—SM
Beaches Habitat
Habitat for Hurnar9ity of the Jacksonville Beaches, Inc.
June 22,2004
Ms Donna Kaluzniak
Public Utilities Director
City of Atlantic Beach
1200 Sandpiper Lane
Atlantic Beach, FL 32233
Dear Ms Kaluzniak,
I have submitted building permit appilications for two duplexes on Richardson Lane.
Beaches Habitat will not be installing;fire sprinklers in these structures. In addition,we
will not be installing irrigation systeMs.
Please give me a call (904-241-1222� if you require any additional information.
Sincerely,
Paul Finley
Construction Manager
P.O. Box 50939 * JacksonVille Beach, Florida 32240 - (904) 241-1222