14th Street West 74 (3) -- -----------
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LOTS 1, 2, J, 4 AND 5, 6LOCK 56, AS 'SHOWN ON MAP CF' SECT70N SECT70N `H- ATLANTIC BEACH, AS RECORDED IN PLAT
BOOK 18, PAGF J4 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERT7FIED FOR: R E HOME INVESTORS
PLA
voo4 'd L WV FILE Copy
�AOVJG
Cj :3 A 13 0 3
--WESTr-1-4-TffSTREET----'
(50' RIGHT-OF-WAY)
0* lot 62. .9'
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LOT 6
BLOCK 57 LOT 5 LOT 4 LOT 5 LOT I
BLOCK 57 BLOW 57 BLOCK 57 LOT 2 BLOCK`50
BLOCK 57 LOT I
BLOCK 57
TRI-STATE LAND SURVEYORS, INC.
8411 BAYUEADOWS WAY SUITE 12, JACKSONOLLE, FLORIDA 32256 (904) 731-7235
LEGEND
COW. mw 8,EARINGS BASW ON-�!I-W LINE AS SHOW
Am com MIS MAP DOES NOT REFLECT OR DETERMINE qM, *S:r4'S!M
(5rr W7H Wjf LS 4144)
Frmr NOT VAUD WTHOUT WE SIGNATURE AND THE oRl&MJ7,'?A/SEV SEAL
OW CM(FOUAV) OF A FLORIDA LICENSED SUR WYOR AND MAt'Pfrv.
NO TES- 0 CRM CVT 1 40 WTHOUT
1.) THIS MAP WAS COMPILIED OF DRAWNG FORW WO.,o 02-3,365, 02-JJ65-1, 6R.L O=M RESMIC770V UW TmS SURWY GA-sW UPON DESCRIP77ON Ai F A 4
02-JJ65-2 Ew-r&4-caWVT 9ENEnr OF A 717LE BIND�ERIABSTRACT OF- IME ANDIOff-D&F-D RESEARCH.
2.) 7HIS IS A MAP ONLY AND DOES NO'7' CCW$7717JrE A BOUNDARY SURVEY, FOR ta'6WT-OF-*A Y LARRY C, r--DDr, P.L.S. Alo, 4144
BOUNDARY iwoRhmnw SEE SURVEY 81' TRI-STATE LAND SURVEYOR, INC., WO. COV. WVVW AWA SCALE. 1'�=20' GLEN�,*BR044STZEr, P..Sm. NO. 5814
02-J365, DATED 7-01-02. Alt AW CONUMMW PW F7UD WORK DA rE.-
(R) RMAL&STAWE
�URW MAPPER,
I
00WRETE 5IGNATURE DATE. 5-02-0-3 M FLORIDA ME92 1
ORDER NO.-A2J--ZZ7Z
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OF ATLANTI(,13EACH A5 RECOREED IN PLAT BOOK A En
0 PACGE 34,or- THE PUBLIC RE-(,OF?D5 OF MAL COUNTY, $
a IN. FLORIPA
1)1-rC14 JO'\/
LIA16
51te, Plan Note5
This is not a survey. drawn by
rAMIB M. BRYANT
Pool Ve,51,3n and location 5hown are only 5uggo5tod. date
DECEMBER. 13, Z0OF
Londscaping design others. scale
AS NOTED
job no.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsibl'e for dimensions and conditions drawing n,
of the job.
Site Plan
FNOTES: revisions by
2- INDICATES NUMBER OF DOORS.
2- INDICATES NUMBER OF WINDOWS.
FIR - FRENCH DOORS
TES'.1,C
I
SL - SIDE LIGHT
FIG - FIXED GLASS
TR - TRANSOM
GB - GLASSBLOCK
PKT - POCKET DOOR
OBS - OBSCURED GLASS
TEMP - TEMPERED GLASS
SH - SINGLE HUNG
DH - DOUBLE HUNG
HR HORIZONTAL ROLLER
BP BYPASS C_ QD
SPECIALTY WINDOWS/DOORS, FIXED
GLASS WINDOWS, AND TRANSOMS ARE
NOTED ON PLANS. 0 C,4
e. Olt at LO
-all -0
-411 14'-&" &1-511 @_
le2l 411, 0 21
PATIO PATIO
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LIVINO RM.
MA5TER MASITER LIVINC-3 RM.
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9 21-41' 41-411 -4 121-4.
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40401 H.R. I GAR OARAC-7E I GAR 6ARAOE
40410 H.R. ENTRY ;r ENTRY
G L 6-7
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5'-011 1-011 1 0'4"x2O' 4x4 P.T. 1 0'4"x2O'
le 5 e. CIO
NP. POSIT
--- - - - -- - -- - - -- - -
1-6 at 1-(9 it 1-bil
5 5 12
Ir *1
Area Tabulation!al
Living. (Per unit) (total)
VxT 0AR. 1:;>R. h5t floor: (640) 1250 5F
VxT 0AR. DR. _J 2nd floor: (115) 1430 6 f
L - - - - - - - - - -- ---J L - -- - - - - - - - - - - - r drawn by
(91-411 Total Living: (1355) 2'710 Of JAMIE M. BRYANT
date
12 -all 11 -oil entry: (32) 64 5F DECEMBER. 13, 2002
scale
IT-4" UNIT 'A' IT-4" UNIT '131' Patio. (4a) 16 r;,f AS NOTED
job no.
(220) 440 5f
Total Area: (1655) 3310 5F drawing no.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions
of the job.
Floor Plan
Scale: 1/4"=V-011
----------
revisions by
(0
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Front Elovotion
TRIM
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8'-0" BRG.
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ROOF PLAN NOTES 6 8 HDR.
1. All trusses shall be designed and certified by truss
manufacturer's registered engineer.
2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS,
SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE
FABRICATION.
0' 0" FIN FLR
3, All roof pitches are to be set as indicated on plans
and elevations.
4. Top plate heights vary. See building sections, wall
Elovotion
sections, and elevations for bearing heights.
�A�LE: 1/4;' 11-011
5. Truss spacing shall be 24" o.c. unless otherwise 44
noted. Conventional froming shall be 16" o.c. or N
as otherwise noted. P4
6. Truss manufacturer to provide all gable end
trusses with intermediate stud members 16* o.c.
7. Roof decking as specified.
8. Overhangs will vary. See roof plan and exterior
eievations. All overhangs greater than 18" shall E-4
be tacked on in the field.
9. Frame walls up to underside of roof trusses at b.
all non-bearing walls and at volume area unless
otherwise noted. 8'-0*BRG.
10. Align trusses and hand framing so as all gypsum T a f,IN. �DC
-O'EIR IIFDR_
wall board to be continuous from floor to ceiling. y 4rR
?,n�.,F'N. FUL
OL DR. drawn by
11. Truss manufacturer to insure design consideration 0 2-d. FIN. FLR. JAMIE M. BRYANT
to the following additional loads: date
a: All ceiling hung soffits and soffits wl DECEMBER. 13, 2002
cabinets as shown on plans. 00 scale
+L-4 3'4�' AS NOTED
b: Attic located HVAC units as shown on 8,-Cr SRO. job no.
plans. 6'-W HDR. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify
OVER SCALE DIMENSIONS. Contractors shall verify FIN. FLR. and be responsible for dimensions and conditions drawing no.
and be responsible for dimensions and conditions 0'-0" FIN. FLR. of the job.
of the job.
Ricjht Side Elovotion Loft Sicie Elevotion
Roof Plan srALE- 115" P-0` 5GALE: W5" 1'-0" Elevations 2
Scale: 1/8"=V-0" Scale: AS NOTED
7/
-------------- ------------
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REINFORCEMENT OVER TERMITE TREATED 'u,
SOIL WITH 6 MIL. POLYETHYLENE VAPOR
BARRIER OVER COMPACTED CLEAN FILL.
OR
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2500 P.S.I. 4." THICK WITH 6x6 10/10
GAUGE REINFORCING MAT. WITH MIN 1"
REF REF. I
COVER. TERMITE TREATED SOIL WITH
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FOR A/(,- 5 REOV. FOR A/r, A'5 FEG'P. EXTERIOR BEARIN& FOOTINO
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6AR. PR.
&'x-l' GAR. DR. — — — r drawn by
bl-011 I-all 31-oll 1 1 E5 I-oil JAMIE M. BRYANT
I-oil 1,21-4511 �T--- 11 I-Gil date
DECEMBER. 13, 2002
34 1-bil scale
I-l'-4" UNIT 'A' AS NOTED
job n o.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
NOTE : OVER SCALE DIMENSIONS. Contractors shall verify
e r
Fundbe responsible for dimensions and conditions drawing no.
of th a io
ENGINEER TO VERIF'r INTERIOR ROOF TRU55 of the job.
BEARINC-3 KTH THE ROOF TRU55 FNOINEERIN(5
PRODUCED 5PEGIFIGALLY FOR TH15 PROJErT.
EN61NEER TO VERIFY EXTERIOR LOAD DEARINO Foundation Plan
PAP SIZE5 $ LOGATION. Scale: 1/4"=1 '-0"
revisions by
NOTE: ALL SMOKE PETEOTOR5 Af:?,E To BE
HARD VqIREE;p AND INTERCONNEGTF-P
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Full Chain Light
C C3
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— — — — — — — — — - - - — — — — — — — — — — -- C) Recessed Light
1.-0 Hall Mounted Light
FRE4qlRE PRE-AIRE FRE-AIRE
CL.6. PAN I I GL C-2. FAN CL-0. FAN CL-0. FAN ktll &5h Rece55&d
Duplex Receptacle,
&HT FAN 220 V F;?BccptacIe
_J /�AN FAN
T— — --- — — — — — — — - 1/2 hot, V2 5wlt(hed
HT L I&H LUP Hater Proof Receptacle
Floor Receptacle,
S.D. S.D. Pra-Hire, for (19. Fan
around Fault Interrupt
97 LE��
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F=L 7 F
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Hall 5witch
A 3-Hay 5witch
Dimmer 5witch
FI 14 Telephone Jack
To laH TO I-101il
Ue. PAN GLO. PAN 99 <_� Gable Jack
Fo
7 42
42 0 4211 1 EM Pre-Hire, 5arage Door Opener
62E I
FAN\ /FAN III . Fluore5cont Light
44
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S.D 010 So(trlral Panel to
Q 0 LO
S.D. SID, 0 0 00
I 1 11 Door UP.1116arage, Door 5Hit(.h
- — — — — — — — 4 12
V1 L= Disconnect Swlt(h
-J
- — — — — — — — — — - - — — — Electrical Meter
S.D. 42 S.D.
IFT C3
6 ii 1.41 1 0 S.D. 5rnoka Detrctor
0 ' 220v 11 1 -
20 220v CU-1 1 0
i 11 L� L) I
L
LIGHT L I 614�- Celling Fcn
tPq
FAN/ \FAN
Zi� Wall Eyconcc
Chandelier
PRE- IRE F -AIRE
0LO. AN C,L FAN . 4
4 IC Intercom
11,42 1 42
74 -0
_T
f=,V �2 0 4
L62F il Ne IL
0
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5pot Light
Flu5h Mount Fluorevccnt Light
FanA.10t Gmbination
earbage, Vi5po5al Motor
5peaker
Q Junction Box
Track Lighting E"
P=D-Q Theatrical 5trip
L - - - - - - - - - - - - - --I L - - - - - - - - - - - - - NOTE5: -A
1. Owner to verify exact location of floor outlet5 drawn by
In field. JAMIE M. BRYANT
2nd FIr . Ist , FIr . 2. Location of fixtures and/or outlets are, 5uggerted date
EloGtriGol Lowult locations and meet most lo(al code, requirment6. DECEMBER. 13, 2002
Eloctr!Gol L-0yout Additions or adjv5tment5 may be mode, betkeen scale
5GALE: 1/411 11-011 5GALE: 1/411 11-01 owner and 5ullder In the, FWD. AS NOTED
job no.
WRITTEN DIMEN&ONS SHALL HAVE PRECEDENCE -A
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for climens-ions and conditions drawing no.
of the job.
Electrical Fixture Ut
Cale: 1/4"=1'-0'P E
A
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ENGINEER'S, SERVICE
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FIIBERrjF=5�4 ON ro MIL VAF'OR Q- 6
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A Jacksonville, FL 32244
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Tel 904.772-6100
Fax 904-317-2835
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00 so' 31.4 37.5 31.4 33.6 S"]"Vr E 0 F
4?"
FOUNDA710N. At�DIMONALL-f-, WHENA F,4D FOOTING 15 REQUIRED LU17HA 5TEt-1 WALL FOUNDATION Ne 30`x30"), IT NEED ONL"r 5E PLACED EITHER 5ELOW-GRAI:�E FOOTING OR IN T�4E 5L,45, 5UT NOT IN BOTH LOCATIONS UNLESS 5PECiFIC,41-LY NOTED 45 BUC'-4.
> 100 of 3C.0 3�1-5 30Z 32,5
12 s5GCpt, To 30, . .........
CONNECTIONS, L
LEGEND PLAN NOTE5
NOTE THAT CF-RT41N LUOODIT�e ROC)5 1-14-T' BE DELETED FROrl 71-41i5 PROJECT 545ED ON T�-E FOLLOWING- NON-LO4,D 5E,4RINn WALLS 1) SEE SHEETS 5TI AND 5T2 FOR 4F-)DITIONAL STRUCTURAL NOTES 4ND CONNECTOR MET�401--) OF 4TTAGHr'1ENT ENZ)-ZONE COt"IPONENT5 I
T�44T ARE NOT A 5�41E4R-LU4L!.- DO NOT REaUIRE LIJOODIT�a ROD INSTALLATION. LU4LL5 T�44T �44VE 5ECOt'IE LOAD BEARING OR EXi5TiNG L(2) 2x(o-I 2 HEADER/aEAM CALIL-OUT DETAILS, M5TA16 (14) Iod Commors/Total. CLADDING F=RESSURES 4FFL'�'
2) THIS FDRAWING CONTAINS SPECIFIC INFOR]"IATION, NC;LUDING BUT NOT
LOAD 5EARIIN�3 J�ALL5 WITH ADDITIONAL LOADING 1"�57 HAVE LUOODOT�s RODS IN574LLED AS FOLLOW6; TO WINDOWS 4 DOORS IN
ollvoft. M5TA� Cro) Iod Commons/70tal,
NUMBER OF <ING STUZ)5 ;r4CI,4 51DE OF OFENING LI�IITED TO ARCHITECTURAL ELEMENTS AND DI�IENSION6, THAT IS M5T46 (45) 10dxl-1/2"/Total. k�151--ILIGHTED 4RE45 - TYP,
O/S WOOD*Tis RCD TOLER,4NCE5 NUMBER OF JAC< 5TUD5 �ACH SIDE OF Of-ENING FROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF �4C<50NVILLF, INC 5d THE X DIt-IF-IN15ION ILLU5TRATEE,
ROOF TfRLJS�5 L�FLIFT LUOOID*7�e FROD(5) EXTERIOR tilTOLERANCE!ail 51ZE OF HEADER M,4TER14L r,>ESIGN CENTER (BF5[)C) 15 NOT RE5FON515LE FOR TI-4E ACCURACY OF or (22) 106 Commors/Total. THE IIE A&L�FEt-IEN7 OFF THE
00-1000 ROD(5) -a 4' O/C (INTERIOR) OR (o' C/C (EXTERIOR), SHOULD NOT NUMBER Or FLIES IN HEADER THIS NF-OF;PM4T1ON PROVIDED BY ANY OTHER SOURCE. 10dxl-1/2". CORINER OF CORNER O�= THE HOUSE LU;-4EFE
*11001-20!(0 ADD (1) ROD ADJACENT TO TRUSS, 31.011 3.-oll OVERRIDE ALL EXTERIOR HIE,4DER5 UNLE55 N07ED 0`7�4F=RU��5E 3) ALI- REO'D BEAF,'ING LENGTkS SHOLUN ON TJ-BE4t-1 SOFTWARE OUTPUT MT512 (1-4) 10d Commons or I0dXI-1/2"/TotaI. ��O�SE END-ZONE (NOT IN7-ZONE)
02017 $ GREATER GONal,�LT DESIGN CENTER, X, LUCOD-TIE ALL INTERIOR ��EADER5 UNLE55 NOTED 07�4ERWI5E Ill-14VE BEEN CON51DERED IN THIE DESIGN OF: 71-415 5TIRL.,ICTURE THIROUGH� A W520 (70) 10d Commors or (24) 10oIxI-1/2"/Total, (T�'F) PRE55L�RES 5E USED,
INTERIOR GUIDELINES DEBlr-zN BEARING VALUE ADJUSTMENT AND/OfR THE ADDITION OF BEARING LGT2 (14) I(Vd to Truss and Stud Columr.
TION. OUTL INED PROPERLY RATED OPEN UJEB TRUSS HEADER t"'[AY BE Li5ED al.-OC<5, NCsT (2!2) 10d Commors to Wood! Member - 1/2'' dfameter or Larger Threaded Rod Per 4cr-ampargire
X 4FFFROxlr-�47E LUCIOD-T[s ROD LOSA 1.011 X, 21�011 BELOW IN LIEU OF SPECIFIED HEADER Ncote on pae-- 51,
—X] > AN'T' HEADER MAY BE REPLACED LUIT;-4 ONE OF GREATER 1:�EFT�4 DE51GN LOAD5 HGT-2/3 (5) 10d to Truss - 1/2" d1ameter or Larger Tt-readed Rad per Note an Page 51
RODS LOCATIONS ARE FOR DEt"IONSTRATiON F'URFOSES ONLY AND 1:�O NOT REFLECT AN EXACT ROD LOCATION. UNLESS INOTED ( A. GRAVITY I-04DS 5. 1-4TERAL LOADS- HGT-4 (16) lod to Truss - 1/2" d1larmeter or Larger Threaded Rod per 4scompar�'ire Note on Fa8s 51,
SHOULD BE FOLLOWED. IN 4DIDIMON, RODS SHOULD BE LOCATED AT SLUO S1HE4RLU4LL SEGMENT - REFER TO DETAIL F/571 4ND/OR D/571 ROOF LOAD TOP LUIN-0 1-04D - 120 MPH
OTHERWISE f=1ROf=ER OIC 5P4CING (4-0" INTERIOR, EXTERIOR) , HTTIro (10) 1(od 516cers to L�ood Member 1/2" dimaster or Larger 7rre3ded Rod per Accompar�Irg
CORNERS, I=L4TE �4EISHT C-44INGE5 AND AT E4CIl4 END OF EACH 5�4EAR WALL (UNLE55 REPLACED LUIT�4 Af=f=ROVEr-) �40LD-DOIJJN6 FER APPROXIMATE WOOD#Tle LOCATION 50T CHORD LLzI0F6F DLz5FSF- 5EI51'11C: ZONE - I Nt:ote on Pa2e 51,
DETAIL E/5T)), RODS SHOILLN IN CORNERS MAY BE LOCATE:) To EITHER 51DE (LUITHIN 4'') OF PROPERLY CON57RILICTED CORNER P05T OR X SEE LUOOP-TicsSECTION FLOOR LOAD DL-15 FSF HTT22 (32) I(Sid Sinkers to Wood Member 1/2" dirracter or Larger 7nread--d Rod per
OTHER 501-IrD FRAMING, LL=40 F`5F Ncte on Faes 51,
s Wo-o&-BurniAwEr (iak L &7 00yk Cr S Alt�CYfllodk ww, Wqcdl, V6+vb
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MSTA24 W1 0Z)IOOJSNP,�; ON STUD (2)2x4 12 SYP
APPROVEr.>TIRU65-TO-LP CONINECTOR5 ASSEMBLY (TYP 4 0 HEADER 4 9 SILL) 93L.01SKING�TYP) OVERHANGS IN EXCE5S OF 190 AND UP TO 24" TPIS C>OCU�FENT 15 AN
USE 2x4 5YP OUT l.,OOKF_R AT 10`0/0 CLIP 70
UPI..1FT (LISS) CONNECTION UPLIFTS > STUD WALL SPECIFICATIONS HEADER(SIZE DEL.TOP PL�WITH (2)H9 LLV(a)aol,OVERHANGS N5TRUI`-1F_N7 OF
1/1&" A.PA OR TECO RATED __. 1000 SEE STUD SCHEDULE PER CALLOUT ON ENGINEER�5 &ERVICIE
0-4& —7-1)W5LU/e4)ScVF-Nr> — 1E HT.(FT) t,5EH4/61a PLATE I(P`OR LESS USE 2x4 5YP OUTI.COKER AT 24"
6HEATHING ON ROOF DEC< 0--74 (I�Eg_W/(5)10d X 1-1/2"/F STRUCTURAL /a. __Yx_X_i'�_§F_F_5Tur5r7 s I&,, oi(!�- LAN STRUCTURAL C0NNr;_C_TQRt NOT'JZJ=.Q' BLOCK SHEATHING EDGES cp/c WITW (I)WS W/(&)$a
Wl7t4 5d NAILS AT 41, O.C.AT - NO PLAN. HEADER PER STRUCTURAL P ALL FSAMING MATERIAL TQ 5g (2�,SFH4/6/8 PLAN)OR TRUSS FOR OT�41ER6 r-CR CON-
(V H5 W/(4)8d/F_N0/EA 0-1011 7/Y- 2X4 02 SPF 5TU2� ID IV OIC 02 $YIP r:XCr;F:I_r A6 NQT5C_>._n 5JT I It- WITHIN 4' OF GA5LE TRUSS
ALL SUPPORTED PANEL (2)Ha LU/(5)led x 1-1/21VIEND/15A. 7X4 12 SYR tTUDS is 121,O1r_ MAY BE U,5,Ep LLD� #2 DXF C)N LAYOUT IF SYS 42. 0�igATH ASTEN SHEATHING TO FRAMING AT 3" olo 5TRUCTION OF PROJECT
INTO TOP ll�
I
EDGES AND 5" O.C. IN FIELD. 0-111.1 IF 60T�4 61OF-6 OF _5EM5LX 4 ON Bl;�CtEs,6" a/c IN FIELD W/ad.
(b)1-1/4"GALY,Roof�NG (1)Hl��/H16S W/(10)100. x 1-1/2" 70T9?P_� x& 02 5FIFSTUDS 's IV'O/C HgADE3 W4(1)RgLu OF 45 TITLED 5ELOLU,
L pge;�tiN�j GARA35
NAILS 9 EACH 54Nr;;LE 70--,4,�__ 0-:000 �I)MT612 W1(1)led x 1-1/21VEND -T vv- 61_4514D:112 SPH41616 0 �1
SHEA71W4 -1 1772== IN THE EVENT THE CONCRETE 0 TOP e TO HDF;'-' 11 11 FROM T�415 IN5TRUI`-TEN7
,4 PURLIN 15OTTOM CHORD OF A" 5 UWJ 5 (2)MrPTA24 W/ CORNER OF APA RATED SHEATHING To
TRJ66-TO-I% CONNECTOR SEE TR.46ES WITH Ix4 SYP NAll-THROWGI4 A�P�4-RATED SI,4aATi-I1NG HPAHID22 M EDID50 (B)IVd/I5N1:USTRAP 9 EA GARAGE MATCH ROO126HEATHING CAN NOT BE USED FOR
5 END OF HEADER UN,O_
TRUSS SCHEDULE rOR PRE-ENGINEEREP ROOF PERPiNPICUL.AR TO TRU$51ES III INTO NO.26YP FRAMING W1 Sol AT 3" STRAPS,ITF 15 ACCEPTA15LIF 07�412R LIJOR<6 LINLE55
CONNECTOR. TRUSS OR RAFTER 24" O/C wl(3)led NAILS AT OZ,AT ALL EDGES AND INTO EACH FLY TO SUEGTITUTI!(V M5T45
EACH TRUSS - UN.O. SERIES FLAT STRAP PER
OF`EACH POU51-15 INTERIOR PLATE, 12" WALL SHEATHING 5HA" ME -1/1601
SPF STUDS Or,,ELSEWHERE. t4PAPIP22A FACE MOUNT THE A.PA RATED SHEATHING WITW ad ci�rl LOOM IR or TOP 2X 02 SYP D5L XOP PL,(SLOPED) ENGI�d=-EER LUIT�401.,;7
—LU
4 ALL EXTERIOR WALL SHEATHING SPH4/6/5 0 32`01r,Q8 FOR OTHER UPI.-IFT HARDWARS STRAP TO THE FOUNC)ATiOIN NAILS AT 3" 0,C.AT ALL PANEL '4_65EM5LY 15 iNFRiNIGFEMENT Or- LEGAL'
$HALL 52 IA&" A.P.A.RATED WOOD,Tie RODS ,9 4' O/C WITH EITHER 1`4)1/2"0 EC)CIES AND 6"OZ,IN FIELD A)fe ARM 1/16," AP.A.RATED SHEATHING WITH
(2�2)(4 02 SYP TOP fR. FAS EN LLV $WEATHING WITH 04A NAIL$AT 6" AND CONNECTIONS,5EM TYPICAI_. EPDXIED ALL THREADS W1 (TTP-U"�). SHEATHING PANELS 11 if KAI LED JQrJrJ14M -A
(2)ROW$ led '312" O.C.(UILO,)MIN, w/3x_SxI/&" WASHERS. ad NAILS 10 9p" 0/c ALONG ALL PANEL
0,C,ATALL PANEL EDGES AND WAL-1- SECTiON AND TYPICAI_ 4 1/4"MIN.EM!SEPMENT OR SHOULD ME ORIENTED 51-TP-UAA aw &4_1! EDOES AND 6" olo IN FIELD. BLOCK
24" LAP W1 02)10d IN LAP.SPH41rolD 8" O.C. IN FIELD (TYP-U.N.O.). HEADER FRAMING DETAIL. (Irb).3116"i6x 13/4" TAFPCON r PERPINPICULAR TO FRAMING ARE ATT-Ar,14_t0_POTW fg' Rr=� E�)EeCF-iF-TION
MEM15ER6,U.N.O. 1/2"GYP ALL EIDGIE5(CONTINUE STUDS 4 SHEATHING
O/S LIJ/ 3x3xI)&` WASHERS. ORIENTED PERIOINPICULAR TO Y STUDS LLV(20)19,d. FOUND TO UNDER51DE OF OUTLOOKIERS)
ANCHORS 23 EPDXIED ALL SILL (TT P) ANCHORS,FASTEN STRAP TO JACK$FER PLAN 11 11 SHEATHING TO BE
3211 O1r_QR WOOOiTiggi RODS 9 (a, SHEATHING PANELS SHOULD BE 1/2"0 x 4-1/2"ISMMEPMENT Wr=PGE (;)2x4 S P AT DOUBLE INTERIOR �1 11 TERS-/ _/
FRAMING MEMIBERS IF EXTERIOR SILLS/PLATES/BLOCKINa,NAIL. z ORIENTED PIERP.
TO FRAMING MEMBERS,U.N.0,
THREADS 9 32"olc W/24)(1/6" MIN,3 KING STUDS EACH
RAF7ER-TO-Ig Cg FIRST PLATE TO SECOND PLATE W/
_�NECTQF_S FINI6�4 IS STUCCO,U.N.O. WASHERS OR WOODITis ROI:)$ 0 (2)ROWS 12d COMMONS AT 15" O,C, CEIWNG HEIGHT VARM
L
#2 STP FIT 50TTOM fe W/ 4"o1c.WOODITIS RODS 6 ......... HPAH=2 WV(23�166 TO SIDE OF OPENING WHEN
LENGTH CONNECTOR PURLIN BOTTOM CHORD OF
a
PW41r91a,D 32" C/C SHSARWALL$APP SIDE PANEL HEIGHT TO STUD ASSI-TEDLY (2) USR,*2x&FRAMING,5 KING
HS,WS'PI&,QS MT612 WO00,TT&RODS 0 (a EITHER 24"cio SHOT PINS PS*d STUDS EACH SIDE WHEN 11 ALL 7RU5$FS WITH IX4 SYP'
WIDTH REQUIREMENTS
t2)W5S QS Ha's 2S 4110XIII EM15EP Am WASH CA55 HARD NAILS 0 10`olc� ANCH,��t eOLT(S) PER SIDE OF OPENING USING 2x4 FRAMING UN.O_ WOOD-Tle ROD MRIPiNDICULAIR TO
AT 32" o/c Q2 4"0 WOOD,T'is RODS 1P OR T P( 2"Ift ANCHOR 5OLT AS (2"MAX!_FROM TRUSSES *;4'01C w/(16� 4
(1)HI& QB�-ITV2 led NAIL�$AT EACH TRU66 -
&I CA-- W/EITHER SHOT FINS 0 24" OIC 02 SYI�PT 50TTOM fl! PER t TAIL /aT71 PER TYP.WALL SECTION. JACK/STUr->S) 11 11 M5TA24 W/OaI led
> W SEE PLAN OR I&d OA$15: WARC>5 0 a., OICI I'-S 1/2" UND. 11 11 NAILS/ENP 0 EA SIPE OF
HPAH222 NQT R-E-0112 4" SLAE,W/Wxa" THICK- EA.STUD A15OVa
11 IH19 L29!�TIQ I - ENED ECIGE W1(V4___\ HEADER 4 JAI:;K$TO
JACK6 T AND SHORTER MAY 4-
USE (4)led.IN L IBU OF WALL LENCIT CONT.UNDER DOOR HEADER
TRUSS-TO-_ Lei IUN ii�
I (SEE DETAIL (P/ST2) FINISH
4, A GRAID9 7YFICAI- WALL
4 MMur 11 1
5RADE PEAK- TO 11', 2x4 STUDS
CONNECTIONSt fe-
gp WIA x .4 WWF -ALL CONCRETE MINIMUM 1 Au—
OR FBIERME5 2504P P51 COMPRESSIVE --------- ----------- IT,�_L I,I W TO-5TUD, 70 14's 2x(o 5F+*2
5T5�_=Na7H 0 26 l;1AYS.1 STUP-TO-$1409, TO I&'� 2x(P SYP#2 t
FINISH JW
P�1=1 I 1;_I 11:; _.
WATERPROOF 5ARRIER 1-1 IT T ILA
L 1 N'EI D� It 11 ,I - fe lib': 2x6 5YF-*2
T
FOOTING TO BEAR ON UNDSTURS51D SOIL —ji
1:��: = I-- I I I= — 1
FOOTING e6ES TYPICAL WALL SECTION) THREAD (5 1/2' al I
T TT7
N07Et MASONRZ� OTEr-11ALL MAY BE USED IN LIEU OF MONOLITWIC�FOOTINd. INSTALL ANCHOR SOLT,iF USED,WITHIN 911 OF
HTT22 W1 5/6`0 ALL MAN E
I I 9-Fp i
BEARING WALL ENDS AND WITHIN V OF DOOR OPENIN6&S IN ElEARING WA"& SEE TYPICAL. CONCRETE SECTIONS FOR EMBEDMENT)(7YP) If. M
14 REINFORCING ANP DIMENSIONING OF FOOTINGS. JR4DITIQN 4L QQNNA�JQF 1110021TIs &L!ZHQFILkj- RODS
TYF -CTION TYPIr"-AL GARAGE DOOR
571 ICAL WAI-L. 55 SLUB - SPECIAL SHEARUJALL__251AIL k 5TI I ---PEENING PETAIL 5TI (SABLEEEND BALLOON FRAMING DETAIL
1/211 11-011 1/211 2 11-011 1/211 V-011 1/2 It X 11-011
I SWI It 8,4 SHEAR WAILLS REQUIRE MIN.4&11 OvBRLAfP6 Builders
........ Z11ZXXXXXZ1Z A I W/MIN�(24),I31X3"NAILS 0 TOP PLATE SPLICE$OR(2�
2X4 02�aJE 2"T QQ59 FirstSource
APPROVED TRUSMO-fl! C6MECTORS MSTA;4's W1(t)led/F.NP,CENTERED ON EAC1,45PLICE, OVERHANGS :5 16' a 24"o/a WV(1)H5 *EACH of Jacksonville
STUD WALL SPECIFICATIONS
CONNECTION UPL IFTS > HEADER PER STRUCTURAL OUTLOOKER TO TOP CHORD OF GABLE TRUSS
UPLIFT(LIDS) -OVERHANGS 16" 'e 24" * lra"olc W1(2)H5 10 EAC
0-465 (1)W5 LLV(4)Od/END 1000 6FEE e HT,(FT� STUD SCHED14.5 PLAN OR TRUSS LAYOUT
STRUCTURAL C-SI-I Val, 2x4-2 sPF STUDS a I&T,�57d7_ 5TI BLOCK SHEATHING EIDGES OUTf-OCKER 70 TOP CHORD OF GAMLE TRUSS
____j2-745 L�/(5)loci x I-12��/�Np 121, 2r
PLAN. 0-101-11/811 2x4 INTO NO,2 SF`F FRAMINC%PER SHEAR
(2)H5 W/(4)aci/ENO/17A. 5LUO NAIL THROUGH APA,OR TP-00 RATED SHEATHING WITHIN 4'1�*GABLE TRUSS FA6TEN SHEATHING TO FRAMING
_�_2;`Hb Lu/(�) led X 1-1/2 1,/ 2x4 02 SYP tTUDS 10 12" O/`C AP.A OR TECO RATED SHEATHING FA$TF.Nrm WALL TABLE. (2A-ISTA24 WI(SA001 /EN0 T 3 Ira 01C. ad NAILS,
ENp/EA, 2X& 02 SFF STUDS 0 19",O/C rP TO e 51UILT-UIF OR 5OXED COLUMN MAY r I f
FRAMING PER 5HEAR WALL 7,4151.E FROM BEAM TO POST
T 9 2X4, -2 EfF10TUDS 0 1,90'OIC I SkrzARWALL 5E
0-io0c (al-0 CENTER STRAP 0 JOINT
7/1(&" APA OR TECO RATED ad CO
IL LL2 7�aT
T512 W/el)led X 1-1/2"/8ND SK PANEI� E� 5) mMON 4�12 20WN 's ENDS IN ADDITION U.N.0,ON STRUCTURAL JN LJEU_0.F__4&4_0J_R 6,4o (4�.131x3l' OE 29 END OR TECO RATED
SHEATHING ON ROOF DIECK PURLIN WOTTOM NAILINCs TO TYP.WALL SECTION(A/0Tl 4 PLAN. USE 4pIg 02 SYP P2!IpIV 112 6FIF 2x4
CHORD OF AL-L a E 4" J
WITH ad NAILS AT 4" C.C.AT SPACING E/6TI). WOODITII! ROD MAY BE BUILT-UP C-01-UMN LL.0 4X4 OUTLOOK R TO TOP IfE, ROOF SHEATHING
ALL SUPPORTED PANEL TRUSSES WITH Ix4 USED IN LIEU OF ANY SPECIFIED PT I OYP 4x4 POST 6550 Roosevelt Ilvd.
rzoa SYR POUBLE STUDS 10 EACH END 14OLID-Do Wi USE 5pl�02 OYP QS 6pl� 02 SPF 2)K& G-45LE TOP COORD Jacksonville, FL 32244
E$AND 5" O.C. IN FIELD. Rc -COLUMN$GREATER
(&)1-1/4"GALV,ROOFING TRUSS OR RAFTER PERPINDICULAR OF SHEAR WALLS EDGE FIELD I-STORY 2-STORY, THAN 101 gg THOSE 5UILT�UP COLUMN 1,L.0(px& 2x L-15RACE ON 5ASLE vERTCALS AS Tel 904.772-6100
L
NAILS 9 EACH SHINGLE TO TO TRUSSES 11 24"
O/C W/(3)led WALLS �:t5'LOW.%j NONE SUPPORTING SPE-CiFiED 5Y TRUSS MANUR(MIN,2x4 12 Fax 904.317-2835
SkEAT'l ' 11 11 11 5W & a REG'Di WALLS <160 LONGt STRAP ENGINEERED WOOD U SPF W/ NAILS a MAX 24"O/c),
NAILS AT EACH HEADER K Y SERVE e2)SPH4/6/6 W/112"0 x PROV44Ts USE FT*2
TRUSS - UN.O.
4T THE ENDS oF 4-1/2"EMBED F-PDXED SYP S,)(& POST, (U.N.O. GAMLE TRUSS
(2)0 2 SYP TOP fF_. I'ASTEN W/(2 SHEARWALLS ALL THREAD 4 3X3>015" ON 67RIUCTURAL_ PLAN)
V.OF r
ROWS led 12"ola(UN.C,)MIN.24" L)Ar_� 5PH41610 6 32"O/a Q3 WASHER WITHIN %
L (2)02 S"2x4 ID EA.CORNER
7RU_0,5-TO-eC,ONNECT )R SE5 W/(12)10d IN LAP. WOOPITis RODS W/ STUPS/SPH44/es. 6 1 CLIP ENP OF LATERAL 51RACE To GA5LE
TRUSS SCPED LE FOR Vx3i"xiib" WASHER a 4`o/o 1.1-D.4x4 POST.(3)$2 6PF 2X .153 ING �T MI P D AT 50TTOM CHORD WITH(2)HIS CLIPS,
CONNECTOR, (IA4TT22 LU/5/6"d X 5-1/2" ($45lrp 2)(4'S 19 CORNER$DIRECTLY A POIN71 OF GABI E "XII
6LUI 3 a POST TO ftAE,CONNECTION 5SN5AT4 5MAM WHEN rpx(p 15 0 15 CES INWA IM a' 4 AT H E
SPH4/122/3 6 32`0/di SIFF STUDS =IER PLAN F_M5EP EPDXIED ALL 5TRAPS WITH AEU44 VRA151J64P LUI t I. NT T 5 W GA15LE 50TTOM CHORD TO TOP 12 W1 MSTA15 _J
P THREAD. n, DJACE STRAP W1(1)100/ENV 0 45"olf:OR.13IX3" TOS
,AFTER-TQ-fF =NgCTC�IRS CR WCOO-Tis (12)I(k� :t 1/2"OX4 1/4" EMBED HTTI(p 4 5/&`0X5-W" iffAr-eING, NAILS TO 70PO 19 * .3"o/a-STACxSrEREl:>AS Reo'D,
LENGTH CONNECTOR RODS W/3"X3`XI16" (2)$PH4/ra/8 W/1/211 0 x 4-1/4"(2,C EPDXIED ALL THREAAP 291 F-MME0 F-PDXIED < 4/12 PITCH a Wa/c
PW 6 LAP
WASHER 0 &"a/c. 5W2 S a SM5ED EPDXIED ALL STRAPS (1)HTTI& 9$44 X 5-1/2" ALL THREAD a 112 SYP LEDGER FASTFENEDJ X 4/12 <7/12 ft1rCW - c/o 1/16" A.P.A.OR TECO RATED SHEATHING W/Od RAII-5
.0-7 (1)W5,146,1416,�29 MT512 THREAD W/.�x3xl/all EMBIEP EPDXIED AL L EACH QS TO 16"c/o STUDS w/J3lx3u >1/12 PITCJ I- 4�o/c a C*11 O.C.ALONG ALL PANEL EDGES AND a' O.C.IN
FIELD. BLOCK A" EDGES(CONTINUE SHEATHING
(2)H5'S QS WS'S 0A WASHER. THREAP, AL.TERNATIVE AS GUN NAILS 1)EA STUD
SHOWN ON (TRUSS-TO-LF_l:)GER TO MIDPOINT OF GABI-S 50TTOM CHORD)
(1)HIS �29 MT512 CONNECTOR5,C-11F6, A t, -STRUCTURAL PLAN, CONNECTOR SPECIFIED LU
1) 5/1&" HARDI-PANEL. IS PERMITTED A55UESTITUTiON
AOS ANID�o WOOPiTle FOR RATED SHEATHING ON EXTERIOR EBY TRUSS ENGINEER)
> 1*16BE PLAN ROPS ARE t�o� REOV WALLS ONLY IF NOTED ON THE STRUCTURAL PLAM IBF14M ABOVE
,,,�,-As-I, AND SHORTER MAYI JA /2x4 112 AYFI LATERAL. BRACE AT 4&10/c, IF FIRST OUTLOOKER 16 MORE C� LU
AP.A.OR TECO RATED a INTERIOR 13EARINC$ III(oll APA OR (3),I3IX3" NAILS THROUGH 5R NTO 7HAN.32",FROM FASCIA,USE
USE (4)10d IN LIEU OF 1�^I.T ZACE I
SHEATHING OVER 6ff 57UPS HOL IF SHOWN ON TPS FRAMING PLAN. REFER TO DETAIL EACWI TfRUSS MOTTOM CHOR40. EXTEND
2) OPF-10,1GS IN SHEAR WALL SEGMENTS PERMITTEP ONL
TRUSS-TO-le CONNECTION WA�LS 5UPPORTING L >OWNS TECO RATED (2)2x4'5 Q FIRST OUTLO R ONL
ONL FLOOR 1;.0AP6, PER TAELE -SHEATHING W1 LS29ER I =�b9-TiON-$QH�RUI=9(f!98_1ELJLr5J IBRACiE To FOURTH INTERIOR TRUSS.
STUD WALLS WITH BRICK VENEER FOOTING (SEE TYPICAL WALL SECTION) FOOTING(SEE FOUNDATION &1`112,1010 ad RVO wl(5)NAIL$ *EACHI$TUDI
PLAN FOR SIZE) "1-71-124L.2xa ii;ICS)NAILS it EACH STUD,
OPTIONj 6ECURE 5RICK VENEER 3)HTT22 5PECIF MP FOR SWI MAY BE 5Ue$TITUTEI:�WITH "L ING - 4 SIDES MSTAls STRAP 0 _J
A" EXTERIOR WAI-L SHEATHING HPAHD22 1,111(23)lrod "1242-1662JxI2 wl(12)NAIlL$ s EACH$TWD,
TO WOOD FRAMS wl GALV.TIES 0 02 SYP BOTTOM R W/e2)ROW$OF led SHA"eE 7/1611 APA RA7F_:) TYR POSCP FOST 4 . I f P, \ 4S"ola 2S
ldo"o/c HORIZONTAL 4 .N`o/a NAILS v 12"o/o,STAGGERED. SHEATHING WITH 6cl NAILS AT 611 1 ALT. 50XIED 71r; Tot!NAILS
VERT�CAL O.C.ATALL PANEL EPdFES AND SPEAR WALL ASSEMBLY DETAIL BaAMPRAMING 12ETAIL I COLUMN DETAI TRUSS LEEDGER DETAIL GABLE END BRACING DETAIL
a" O.C. IN FIELP(TYP-U.N.O.). L 5TI 1
3/4" T45,PLYWOOD - SHEATHINCif PANELS SHOULD 53 z 11.011 1/21131, it I —
ORIENTED PERPINPICULAR TO .0 1.011
NAIL SWEATHING 70 50TTOM R &'16"ola led NAILS 4 Cal-US Z.1 1/211 1,4)
AND 5ANP f5OARP PER fREQ'P W/LIQUID RAIL OR EQUAL, FRAMIN.Ca MEMtBaR$ IF EXTERIOR
SHEAR WALL EDGE NALINa FINISH 16 STUCCO,U.N.O. (2) 1 Vx3" NAILt5,/TOF_-NAIL9 FROM
STRAP ACROSS JOINTS IN I NAILER TO HC>R OR JAr-K $TUP, TRUSS TOP CHORV
4 USE 4311 STRAPS I.L.O.
BAND 50ARP W/0,"57A24 SPECIFIED 401,-STFeApo WOCOATIE ROD FROM A50vE,
W/(13)led NAILS/END IF LooR PaPT4 r- 19,11 —A
NA-1 .6HEATHING TO TOP e (NOT RE451'O WHEN USING HEADER PER BLOCKING 5TUN 7RUS5 OV&d NAII 0,MIN,
PER RE&D SHEAR WALL WOOO*TIE RODS) STRUCTURAL 1. (4)10d a KING WOOP-TIE ROD THRPUGH BEAM SECURED VIA WO0D#TIF_ROP 4
STUD-TO-H5APER CON7�x4(MAYIDE OM ITTED IF(1)MOTA16 I$USED (1)HTTI& W/(ISAsd (MAY ME ROTATED
CENTERLINF-OF 5EAM W1
rzD&E EACH END AND FROM 5LOCK-TO 15LOCK ACROSS EA TRUSS) 3�x3lxi/a" WASHER 4 NUT. 100' TO CONCEAL FLANGE)
ATTACH 2NID FLOOR STUD$TO FLOOR TRU66 OR I-JOi 5, UPPER FLOOR STUDS TO LOWER EAC44 PLY. led lo rollolo FROM
16T FLOOR STUDS OR FLOOR
it IF FLOOR STUDS OR LOWER FLOOR TRUSS-70-fl! AN A.PA OR TECO RATED CONT,2x4 TO 2K4
EIEAM W/40" LENGTH �46 (2)0 2 SYP TOP fE. BEAM WITH 40" LENGTH OF CSICP fe-TO-STUP CONNECTOR SHEATHING W1(1)ROW OF BLOCKING
FLOOR DEPTH e 16")OF C$I r STRAPPING w/(IJAVd/F_ND. -SCHEDULE FOR SPACING ATTAC�4 FIN OF LUINDOLU ad NAILS VI O.C.AT TOP HORIZONTAL 2x4 6"12
STRAP$ a 321, O/C W(11)10 FASTEN W(2)ROWS led 611 TO WI:)R /NAILER (INTO FE'3,)AND BOTTOM ECTION BLOCKING 5TUN TRUISO
CENTERED ON FLOOR SYSTEM CONNECTOR(SHEET STI)
rVEND (CENTERED ON FLOOR 6P-- STUDS 12"old.LU/MII�L(12)led IN 9B U.1000tTle RODS IN 4'ola 11 1,—(INTO HEADER).No SFH'S C� it
5Y$7EM)OR USE WOOOtTie LAP(UN.O.)MIN.24"LAP 2x4 02 6FF NAILER 11 REQUIRED W1 UPLIFTS UP
RODS 0 r2' Olr-(4' O/C 0 TO 1000111TRU55, ROOF SHEATHING r
INTERIOR WALLS). CONTINIL45 SFF STUDS ALL JACK5 To HEADER; JACK AND KING STUPS,T---,�,� IF TRIUS5 —1 1 1 1
GUANT1TY/5IZE/r1RADE/5PF_CiF_6 APA.OR TECO RATED MeTAla W/((_)I0d IN QUANTITY PER CALLOU UPLIFT$EXCEED 1000� WOOD BEAM
SHEATHING OVER SPIF 57U0S HEADER% IN JACK- ON 5TRUCTUR4L PLAN. -D EACH TRUSS MUST BE CONTINUOUS 2x4 SF*02 W/(3)
OF STUD COLUMN SPECIFICATION CONNECTED TO THE WOOD*TIE 5EAM
ON STRUCTURAL 544EET(51 OR 02 5YP PT 50TTOM P_ wl 5PH4/6/9 0 1/2"0 x 4-1/2"EMBEDMENT WEDGE 11 WEADER,SEE $1 1 3 IL To IZAC44 TRU CONNECTION ALTERNATIVES
----- - -- VERTICAL # 0 4plIc/c.1314in
52)THROUGH FLOOR SYSTEM To 32"0/0 OR WOODITIS RODS 0 rb'olc. ANCHORS 29 EPDXIED ALL MOW WINDOW ENCfINEERING SHEET. TRUSS TOP CHORD ----- --- 1/2 If
FOUNDATION AND ADD (0 C61ra THREADS 0 32"o/o W/2x2xI/&" OPTION NA10 TO INTERMEDIATE
nR PLY ACROSS FLOOR WA6HERS OR WOODIT'is ROI:* 0 FASTEN ADJACENT 5LOOKING�ADD(1;M$TAI5 C,
ST5TEM (OR.WOOD-Tie RODS 1/2�10X-iff 4"ola.WOOP,71a RODS 0 FASTEN ADJACENT KING$ KINGO ANP JACK$W/(2) STRAIP LLV(1)lOd/END *EA, (3)ROWS OF led NAILS a
CONT�TO FOUNDATION). EMBED AJe,w/2`X2`xI/&` ROW$OF led T HEEL/END VERTICAL CONT.2x4 MAY15B 5"O.C,STAGGERED AS
WASHER AT BV'o/a OR 1/2"0 WOODAT19 INTERIOP-5HEARWALLS ADD AND JACK$LLV(2)ROW5 SPLICE( (1)ROW OF led NAILS v=
OF led 0 allor WOODOT115 ROD ADJACENT OF TRUSS OMITTED IF(1)MOTAla 15 USED 411 O.C.STAGGERED,I CN SHOWN,EA PLY,
RODS -2 fp'o/a W1 SHOT PINS IT 24`0/a EITHER 24"olo SHOT PINS 2S I(9d FROM 5LOC-K-To 5LOCK T
CASE WARO NAILS 0 15"o1c, To KING STUDS EACH SIPE (1)ROW OF led NAILS a 611 O.C, 1/4" OFF 4 OF 2x&,
OR I&d CASE WARDS 10 10"01c. OF OFFENING _> V-el' ACROSS EA TRUSS) 5TI STAGGERED,WITHIN 3/4" OF:
1/140 APA OR TECO RATED CZNTF_niNff OF 2x4
A" JACK$ TO 50TTOM SHEATHING W/ ad NAILS
4'. SkIP41619 P I
SIR JACK I USE 1/2 11 0 OR 3/61,0 BLOCK ALL PANEL EDGES, 2 1,12" .
ANC440FPS AT 48"O.C.OR
4 4 114`0 TAPCONS AT 32" Or- <1
(a x W1.4 x WIA UJWF
5RAD
OR r-IBERNESH
40.' . 1 1/2'
WATERPROOF iALL CONCRETE MINIMUM 11 TRU55-TO-e CONNECTORs DOUBLE TOP F_OF WALL
BARRIER 260>0 PSI COMPRESSIVE OOT ING(SEE 11 SEES T5466 OCHEOULS FOR 10
FOOTING TO 55AR ON UNPISTURBEP SOIL STRENGTP a 28 DAY6.# L 7'rP FOUNDATION TYPE(PTL A 4 15/STI) DR114LUN "TIE5
NOTE: MASONRY S7F_MWALLfMAT 59 USED IN L.Ir DETAILS) 2`JI 5/61,
:U OF MONCLIT441C FOOTIW56 INSTALL ANCHOR BOLTS STUD$ 6HEAR WALL V11 2"' C�4ECXED L4F
(IF W$EP)WITHIN a" OF BEARIN3 WALL ENDS AND WITHIN 611 OF DOOR OPENING$ IN BEARINrp 1 112 SFF OR GYP 2x6o
WALLS, SEE TYPICAL CONCRETE SECTION$FOR RENPOR::;NG AND DIMENSIONING OF FOOTINGS. 15UILT-�P COLUMN SCALE 311ro
1�4 [�_SF* OR 9 PLATE PGTS. UP TO 1&'-1 1/5
E3 TE6121TIQN 4NE-CT-0 -2TIOL-A �EgINQ RQQNJ 1 *2 SPF OR SY DATE O/S/02
AL tZIAL !ZQL WQO We- r7l BRACING OF T1?U-S,5 5 5UfLT-UP COLUMN BUILT-UP COLUMN
MULTI -STORY TYPICAL WALLSECTION TYPICAL OPENING FRAMING 12ETAIL UN.P. (OVER 16" TALL) AT SPEAR WAL' PLATE 14CM, UP TO 12'-1 1/511 �L FRAMING PLAN FOR NUMBER OF PLIES. PLATE P5T5. UP TO 201-111
6,---7 HEATHIN3-70-PO$T W1 MIN 6d's 0 JOB No. 5TANDA RD
1/211 11-011 1/'2 11 1-0 P6UM-TO-POST W/MIN r5d's a 411 O/r_ _r
*IT-FICAL CMW4TJQN,5 A �TLI
WL�LN!�, JAr�K-TQ-KIN5.�TU MULTIPLE PLY F051 CONNECTION5
TRJ66 50TTOM CHORD MAY TOP PLATE MAY BE 49!!�EM15LIE5, CORNER e=,JETC: 1/2 It z I t_011
55 15RACEP WITH EITHER (1)WOOP,Tls ROD ADJACENT TO STUD POST IF PORCH,BEAM 15
THE
NOTCHED To Al-LOW PORC+4
THE IX4 METHOD OR CONVENTIONAL LUMEER(2xD,2xI0,2xI2,ETC), (1)WOOD-TIE ROD 5EAM TO 151Z LET IN TO
BLOCKING METHOD. r! ADJACENT TO EACH SIDE OF POST IF PORC14 BEAM S, WALL PROvIPEP THAT (1) C
=11TH
T EIR
ROOF SHEATHNG SUPPORTED EDGE METHOD 15 ADEQUATE' ANP ENGINEERED LUM51ER(LSL,LYL,PSL,ETC.) 2x4 02 6PF POST 16APDEP
NAILING PER PLAN POP-$NOT IDSPS�0 ON THIS TO EACH SVE OF PORCH DETAIL To IN3 FOLLQ�LIED AT ALL The WOOD*Tie,,Inchoring Rod System consist of vertically oriented'A"diamotez-,A307 threitded steel rods .4 F ...
OVERWANG DIMEN51ON1. SEE TRUSS ENGINEERING FOR MAX DEAM To SUPPORT TOP It LOCATION$WHERE EXTERIOR WALL secured to tat foundation via at embedinent of not less than 4-1/4"into 2,500ps!concrete with an edge
ola 5PACINC RUNS 155TWEEN To PARALLEL TRUSSES.
OF 5RACING-5E5
PORCH BEAM MAY BE NOTCHED IN APPITION,(1)WOODITIs distance of 2"(311 when 2x6 fiaming is used)arid secured with Simpson AT Acrylic--Tie two-part epoxy,or
NO.2 $YP 2x CONT.TO TRUSS 4 K1.5. "Bi FOR ADDITIONAL TRUSS
AROUND TOP FLATS PROVIDED ROD 6HOIJI-D 15B INSTALLED ROOF/FLOOR othertwo-parit epoxy with equal or bigheTallowable tension loads for the identical appliwion two-part epoxy,
ll 1/4" MAX TOP PLATE W/.I3Ix3` - MATCH BRACING INI"ORMATION. THE TOTAI.. :)F_PTI4 OF THE EIEAM 15 TO EACHI SIDE or PORCH The rods,a single,continijous rod or rod segments cotipled together,culminate directly above the top plate 7--
50TTOM CWORr.> OF TRUSS EDGE NAILING SFACING OF TRUSSIES * - N 21,17 5
(UP TOA 2xV S-1/4" UNLESS NOTED ON THE BEAM AND (1)MSTA;4 with a Px3"xi0gaor 1/811 thick steel washcrand nut where it secures the platosti.
SHEARWALL SHEATHING STRUCTURAL SWEET 51. SHOULD 51! ATTACHED TO gainst vcItcal move cut,
(SITHER(Volc OR V'olo), The nut should be tightened until the washct shows the slightest example of defocmation(about 25 lb*ft of
Ix4 STP CONT BRACING (V Olr.>E OF EACH TOP fe torque), At oxteriorwalls,one WOOD*Tle rod should be installed at each comtrpost-on the side of the post STATE OF
SWEATH TRUSS CLOSEST T\O w/(2)led TO EA Tf;P1165, CENTERED ON THE JOINT. 2X4 02 6" with the overlapping upper-most top plate-and at not niore than six feet on center thereaf;er.Openings
IOR WALL W/lArp" APA OR DO NOT SPLICE - OVERLAP Zo I)N
3.4 LiEl:�CIER W/ greater than six feet in length should have one WOOD*De rod placed at each side of the opening.At hiwrior lill), .."
TEr_0 RATEC) 5WEATWINC;W Sa JOINTS MIN(2)TF!W5SFS
INTER
3" walls,on*WOOD*Tie rod shouldbe in&talled ateaob Qumerpost-on theside ofthepost with the .......
O.0 AT ALL EDGES AND 1,711 O�C.IN
T' NAIL POST TO TO EAC-44 overlapping upper-most top plate-and at not more than four fea on center thereaft-ar, Additionally,if no ONA L
WE FIELD - 51.�OCK ALL EDGES VINYL SOFFIT PORCH HEADER INTER5ECTIN5 other hold-down is present,a WOOD Ine rod shauld be placed at each end of each shear-wall segment if the
(MATCH NAIL PATTERN SPECIFIED I I
45. 1 W/(1)ROW OF TFZ455 end of the segment does not coincide with a rorner or opening. For two-story walls,walls over I Vhigh,or
I`OR 5147N44t 19 SLU BELOW). SWI AND 3/911 APA PORC14 MEAM,___,z 2x4 02 VrP TOP e .13IX3"NAIL-5 ,00 2" MEMBER - certain otliet applications when a single,continuous threaded rod can't be"ed,a coupler should be used to
60 "LS ONLY. E:%:tE OF 2x NEED NOT BE SHTN'G w/6" SEE O/C. USE WHEN join two orraoropiccesofiod together to creatcacontinuos path filom top plate to foundation.The coupler
c/o 6d STRUCTURAL BOTTOM NAIL$ ,a
FLUSH W/EDGE oil TOP el FASTEN SOFFIT TO Ix4 NAILER wl(2)led OR ad TO Ix4 SHEET 51 FOR ON EACH should be low-carbon steel with a cross-sectional area of not loss thau,20 squai-e inches,ideally 1114"long X E E T
2x FASCIA OR a EA 140 O/a STUD NAILER 4 2x MINIMUM SIZE, I IN(,".Eachmd should b,threaded not Icssthan�/211 into tile eoupler and the two rodsshould makeoQntactat
MTL FASCIA THRU. MAX %SR IW SEE DETAIL. A113 FOR STUD DIFFERENT TFW59 OR or near the middle of the coupler arid be tightened so as to prevent the movement of the coupIcr or cither
SOFFIT TO 2X 00 \—FASTER CHANNEL 70 FRAMING, FASCIA HEIGHTS ON LE06EzR
91ZE/51-ACING REQUIREMENT& 70 threaded rod.
FASCIA w/ 911DING OR MAC;0NARY\.SNEER Lu/ OPPO-517S
APPVT) NET OA. APPV':)FASTENERS MAX 0 6" o1c. '�ET SIDES OF BLOCKING, At exterior walls,APA orTECO rated sheathing,or 5/16"Wardi-Panol should be applied to one side ofthe
wall,An additional rowof 8iinails(6dMth 11ardi-Patiel)should be placed atV c/o into the top plate
FASTENERS a WALL,
6HEAf-'tUALl_ (SHEATHING 4 MA)<61 0/c. V 2ETAIL FOR assembly in addition to any other naiag specified for securing the sheathilig to the fiame.
CONNECTORS PER PLAN�_� OVER�!At4$ TOENAILS IV At exterior wall applications where the WOOD*Tle Anchoring Rody am used to a)resist roof uplifts,b)resist 571,
POSCP CLN'G NOTFs Q_V_�R 16"N91 EACH overturning moment$,0)resist lateral wind loading(perpendicular to the wall),and d)distribute shear-wall
OVERHAW-S DETAIL FO SHEATI4 PORCH,CLN'0(9)wl STUD POST - IpIV 2x4 02 SPF POOT 2x4 12 SH 5LOCKING TO loads(parallel to the wall),additional Intermediate shear connectors are required,Tile iatermediate shear
TP_Ilk" NET 3/5" APA- RATED SHEATHING "IN PER PLY OFF fg'ORCH PEAM FOR 5�0c<Na 9 TOPPLATE connectors maybe oithCT V2"di4I`netCTX41/4`embedment threaded;epoxied rods or I/?diameter X4"
w/&`/12"ola 6d OR ed NAILS. CONVENTIONAL LUMBER 2pIg 2x4 ;4" O/C. OF EXTERIOR
*2 SIFF POST FF embedment Powers Fasteners Blue-Tip Wedge-Bolts,located at or near tnid-points between WOOD*Tis
5LOC<ALL PANEL EDGES. R PLY OF PORCH WALL.
BEAM FOR ENGINEERED LUMIDER EXTERIO Aizchu�lng Rods,but in no case more than 4811 ftom any two anchor combitiatioa;or 14"diameter X 11/4"
WALL embedment TapCon anchors or.163"(or larger)diameter X 11/2"embedment powo--actuated fasteners,
NOTE; CONTINUOU5 WOOD located atotitearthird-points between W00D*Ti,?Anchor!ng Rodw,but in no case more than 32"ftom any
THIS INTERIOR SHEAR WALL DETAIL 16 INTENDEP FOR USE IN AREAS WHERE THE 9�R,4C:ING two arichorcombinadons.
SHEAR WALL RUNS PARALLEI.. TO THE TRUSSES. THISS AN ALTERNATIVE TO Ateacb side ofthe shoeplatejoint,any one ofthe fourintenuediate shearconlicetors outlined in the
CF�TINUING SHEAR WAL-L FRAMINGA50VE THE PLATE LINE TO THE ROOF IDECK. li"THE!WOUSI! IS TI_E:>DOWN USING preceding paragraph may be used to secure the plate and prevent horizontal movernent The sboe,-plate joint
f-st
EORCH 5EAM TO 51JED CONVENTIONAI-5n;,14PPING,REFER TRU55 5 ener should be located within 6"of the joint.
TO THE!51 STFWCTURAL SWEET FOR -L-OCKING The typical maximum allowable tension lead for each unit is 3,67 54 at interior locations and 2,943#at
exterior locatioiis,wben installed as dpsigned. Whe
ALTERN,4TE -INTEEglOR-5PE,4RW,4LL FRAMING 6TI TRUSS, EBRACING 4 QVER�IANG ALTERNATIVES WALL DETAIL POPh-H MEAMI CONNECTION 6TI DETAIL n 4 3"edge distanee is used with 2x6 training,the typical
1/4" If-oil 1/211 V-014 .3/611 11-011 1�_� DETAILS. 1/211 It-011 maximum allowabletension load for each unit maybe increased to 3,499#atextedortocatious, M3"1 -
f 47 1,�
e
_0-
A-
r
MA
f7
FOR
Top
ALL
N1,LOV
S/RAF
IZ`0
EAT 21"1$
1'-15 IJ2"
MAY
'TER
ECTIOJN
-Lik"
ECK
AT
FIELD.
'OFiNG
,LE.T?
,A71
TPS DOCUMENT [S AN
ST SUCTURAL.-G ENE FRAL NOTES INSTRUl"IENT OF
ENC%INEER'6 5ERViSE
FOR OTHERS FOR CON-
STOP LATW .4NC> SEE 6TI FOR VERTICAL WALL CONNECTION. 5TRUCTION OF PROJECT
STUCCO CORNS AS TITLED 5ELOLU,
BEAD V BELOW 4" CONC SLAB LU/ &X(oXI0110 UAF INFORMATION C)ERI\/EC�
14" CONC. SLAB W1 &X6XI0110 LUUF STOP LATW AND SEE STI FCR VERTICAL WALL CONNECTION,, 'FINISHED FLOO OVER rat MIL VAPOR BARRIER OVER
2001 FLORIDA 5�1�,DNG CODE (F15C) OVER 6, MIL VAPOR BARRIER OVER SLOPE 3/411 X 1214 STUCCO COWER U7 CLEAN, WELL COMPACTED, TREATF-0 FILL FROM THIS IN5TRUMENT
AE7CE I-W CLEAN, WELI- COMPACTEr.>, TREATED FILL r=XF. JOINT r I AT GARAGE DOOR. BEAD P 5ELOLU 4'�' cONO sLAB, Wilt eix6xievio wjF MAY 5E USED . . . ,''. .,; . 1 1, 1, 11 1 ., CAN NOT 5E USED FOR
-------------
lcel�l NDS FLOV;�-\ OVER& I-IL VAPOR BARRIER OVER AS BRICK LEOG OTHER Lltilof;K$ UNL566
VARIES. CLEAN, UJI�Ll_ COMPACTED, TREATED`FILL
61-OPE GRAC> 4UTI-40RIZED 5Y T�4r=
4" CONC SLAB, W/epXroXI0110 WUJF SLOPS ------ (1)04 REE15AIR CONT, HE.40rzR COuRSE F_Nr.:;INF_ER WITHOUT
OVER& MIL VAPOR BARRIER OVER GRADE DIMENSIONS ARE
rAENEIRAL INFRINSEMENT OF: LECzAL
CLEAN,WELL COMPACTED, TRr=ATr=D FILL I MX D iSTANCES It
I I I 5TORY DIMEN61ONS ARE
7�77 r_>fSTANC.;=A
Ift-Do nc�t scale, Use dimensicns From the arc-hitactural plan- Notir� enoinear immeciiatel�,l IF disIr-repancies are foLlnd loatween plane. CI_F_AN COMPACTErD
A-Desien Ts Vold after two �ears from original date of 'issue, unless updated to acceptable codes and practices at that time.
V I I�i I I I
or S4ND FILL 2 5TOR-T'
B2 V
C-All detallir, shall be In accordarics with instructions from manuracturar I STORY W1 2 OR LESS COURSES,
MAII temporar� zi��orin�3 shall be the resporsfbillt� of the contractor. 011 1
HE- 2)04 CONT. - 11-STORY POUR STEMWALL 601-10 OR USE 10"40" r-TNG
(2,1-5 OR (3,-4 CONT.- 2-STORY 'MIL VAPOR BARRIER
I=]I I I�Q I I I Ell I=
V fill (TYR VERTir-AL REINFORCEMENTA 04 0OWEL-9
FO T col:;RNEIRS 4 48t",P/a THEREAFTER - SEND
11 ALI- DOW151-6 0 TOF= 4 i5OTTOM,F_115ECI
-UN2A STORY �EEEI I I I i''I__I 11
I' INTO FOOTINa /12-1 INTO SLAZ3
A-This cissiGy) �,jis L->,san with partinawlt desTqr) soll parametQrs, anitA ar=_0pttSd 20" 12 (t)04 CVNT. fl-1-- 11T 11 INIMUM 6
I ri GIZZOUT ,41-1- W1 RIEVNIFORCEMENT) 4
cia-sigri procedwes-a, and is ba&<�toi co tho L-�wot Inforzaticri aivailaiols at tims or compi<.-ticin, Ths oiesTian "is intooded �2 5TOR MA>e- i (5)
to minimize i:Wfarentlai movement rezultirig From the heaving Orexpansive soil or settling of sul:>swirrace solls, It must ba recognized W10 15,Rlr�K W WIDE W/(2,*4 CONT, 5" COURSE$ WALLS > (5) 5" 1 atog_y E9QLU0_&1Z_r=
that foundation components will undergo movement. Arf� subsequent owners shall 1::,a appraised of the soil condition and advised to W1 5RICK 20"WIPI!(INCLUDING LEDGE1 UJI(3)04 CQUR6E6 HIGW REQUIRE 1110 i5RICK 4,11W W1(2)14 CONT,
TURNED DOWN EDGE 2 sTQRy ADDITIONAL ANALT515 4 W/5RICK 20"xa"W/(3�04 OR(2)S CONT.
maintain Sood practices Tr ths Future with regard to surface and subsurface drainage, framing of partitions above floor stabs, and W10 SRICK 164 WIDE UV(1,04 OR(VIS r-OKT. 2-alo-gy-
REINFORCEMENT.
Finish worl,:, above the floor rplaL __��EARING 5TEF [;)OLUN W 5RICK 1411 WIDE(NOLUDINr,LF-OC.P-)W/(4)04 OR(41)5 W/O ZRICK 20"x1d>l' LLV(3)04 OR(2n CONT.
0,Design has been based on a non-exp%snsive soil with an allowalvis soil ioearinet capaclt� or 20M P&r. Active EFPZ 30 pcf (level backslope�, 0 . W/15RICK 24")(10" W/(4)04 OR(3)15 i::ONT,
nolatlon walls shall not I:,V placed until the walls,have svFrIclent strength and have been anchored to this Floor TYPICAL FOUN�)ATION DETAIL 4L FOUNDATION DETAIL
C,Ba cli�,N I t a dJ4 cent to foul TYPIC
s�stsm albove or adequatel� braced to prevent damage to the wall,
C>,Rafter to the Gectec-iyical Engineer's report for all soll requirements For this site,
F-Atl Foundation pads shall be formed to proper dimensions as Indicated on the drawings and centered on column or Wall. SEE STI FORVERTICAL WALL CONNECTION.
F_The location or roundatloni Jov, steps and top Of wall elevation$ and connections are critical to founclatlon performance. These Items 4" CONC SLAB Wit &X(oXI01I0 WU.F
are shown on thca plans but may change during the actual construction, As a result, this design ran not Iddress proper fouridatlom OVER 6 MIL VAPOR BARRIER OVER MAX. 2 COUR6E6
conrliguratlon unless stated spacll`lcali� on the drawings. CLEAN, WELL COMPACTED, TERMITE 411 CONC SLAB W/ (2X6XI0110 UXLF 5 1/2" WIDE CONC. SILL TOP AT MAIN ABOVE SLAB LEVEL, Erz STI FOR VERTICAL
TREATEO FILL OVER & ML VAPOR BARRIER OVER ALL CONNECTION.
CLEAN, WELL COMPACTED, TREAT ILL STOP LAT14 AND 5LA5 LEVEL, TOP TO GARAGE FLOOR 0#4 CONT, IN SOLID GROUTED
STUCCO CORNER �AVARIE$i MAX 5 1/2" (WEIGWTS EXCEEDING Buil ers
BEAD I" BELOW WI0TW REQ ApoITIONAL ANALYSIS) U-BLOCK COURSE
X F 777
VARIES
. .. .,. Ill M Hll— FINISPEC) FLOO 4 CONC 5LA5 1111 6x6xio/10 WUP TYPICAL 5LA5
A,Data 11 reinforcement in accordance with ACI 315-50 (Rev!sed IZaa�, Detallt4Q Manua I, Minimum concrete cover for reinforcement _rr . 1, . . 'IM, FirstSource
OVER 6 MIL VAPOR BARRIER OVER
C�EAN L COM ACTEDI, TREATIEEP FILL
shall be as follows. R\ TYP. VERT. OfJacksonville
MIL VAPOR BARRIER RE INF,
1) Concrete cast against earth 3" �I I It . -I E
DesignCenter,Inc.
2)Formed concrets exposed to earth or weather 1-1/2" GRADE
3) Interior stabs, walls 3/4"' U E,_ LI CLEAN COMPACTED IT YPICAL FOOTING SEE 1/$T2 FOR
all
ELMTrilmum compresslive design strength of concrete used For foundations and 4aabs shall be2b"piii 75 da�q. _11IRRIll Ill - 11 r5r2o Roosevelt f5lvd
SAND FILL
OIZE/REINFORCEMENT
Jacksonville, Florida
C.,Reinforcing steel shall conform to 46TM ArP5, erade 40.
1117:7-71111 Z��7
0,Longltwdiria I reinforcing in walls and Footines shall 1:�,q continuous at corners and intersections. Matching corner bars shall be used. — ET1 rl
11 17_�7 32244
TYPICAL FOUNDATION
rjt0lmum lap of reinforcing shall be 40 bar cllama�ers, but not less than 20".
F�All concrete operations, Including but not limited to mix desien,mixine, tramsporting, placing, reinforcing cistalllrfQ and placine, cvrTne, To I W4,71 -(2100
and testT62 shall be dons in accordance with the requiremwts and applIcatIon of ACI 301-i54 (65), "Specifications for, Structural Concrete 5 T E F, D 0 WN Fax W4_311-2835
10IMEN61ONS AR
NON-LOAD 5EAFRING TURNED DOWN EDGE DISTANCIEM I I P=I I I I I 11. 1111
A-Framing �'umber shall be as follows or better; (D �OUNDA�ION AT GARAGE �CUN_DA.TION 4�TG�ARAGE
2 x Raftersii5sams/Jolsts 02 SYP IS,% M.C�
I-Joists Provided by TrusJolt6t, or equivalent,
Engineered Beams Provided cl� TrusJollst, or aqvivalant, 411 CONC SLAB UP &x&XI011o uAip
Plate$ *2 SYR` IIB�!p M.C. OVER & Mll.- VAPOR BARRIER OVER
CLEAN,WELL COMPACTED, TERMITE
Studs 02 &f::-r IiAa M.C. - T�pical - Unless Noted Otherwise TREATED FILL /-HEAPER 5LOCK OR OVERLAP 6LA5 RECESS 51-45 a/4" FOR
Stud Grade 5PF IV,* M.C. (2x4 vp to 8'-1 1/6", one btor� residence onl� except pairtla% enclosed structures) L FORMED 4 CAST 6 11/211
t5-All nails 5hall be t�ps "'Comnwn" iinless noted otherwise. Options to using common nails, are arp folowsA. STEP D�OU\A 1-1/2 DEPTP _- STUi:) 4 1 1/411 (FROM
Gun Mail$ 7WV OUT61C�E FACE OF: BLOCK)
RECE66 fPLA5 3/4" FOR $GD,
6d=0.0SV'x2 114" Screw/Glue Shan�,Gun Nails (Provided that the o/c cpacing is reduced I.E., e6al 0 &"/12`o/c bscome6
VARiE5
4' CONC SLAB W/ &XbXI01I0 WIF
OVER
.013SIBIIX2 1/4" 0 4"/&`c/cJ Mll. VAPOR BARRIER OVER
CLE �tt, W LL COMiPACTED, TREATED FILL 7_1111--7-111 J:az 1 11 11
C-11,4112re not Otherwise shown on plans, all nailing or si--irswine shall ba as indicated in the current Florida Building Code, ASCIFE 1-1B6, TYP, 5L45 TYP. SLAB
and/or ISIBI ND5
.7
reforenr - I - -_ __ .
-ad above. All sheathing must be tiailecl or screwed 4 adhesives SWALII.. NOT be used 'in place e '*-: .. , , -1 1
. .. - -I I I]:---E _E1 I I I ��Hl I I I�
M Meta I connectors to be provided lo� SIMPSON. Alternate connectors w/ squiva lent or higher a I lotuable loads may ba used in I leu of CLEAN COMPACTEC) HEEI I I i - —
YPICAL FOOTING - SEE I/ST2 FOR
PiCAL FOOTING
7-77 11 Rill I i==1 i I 1�_� _Y,,_.__ SAND FILI_
Ll-11 11 7'r(2,*4 CONT. - 1-STORY SEE I/6T2 SIZE/RF-INFORCEMEN
FOR SIZE/
Tor walls to ba sheathed with min. 1/1&1 O.S.B. ujith ad 611 o.c. along pa al ad as, 12" cl.c� in Plaid (all with pairtlaN enclosed
(2'16 OR(3.,44 CONT. FOR rlz-INFORCEMENT
structures), except as noted on Structural plan. 2-STORY
112-Engineared componsts (trusses, I-joist, etc.) shall ba installed per manufacturers sl�aclFlcatlorls 4 directTos. I STORY TYPICAL FOUNC�ATION
G-All permanent bracine of truases Luith continuous lateral lorace4 "It be ollaeonall� braced per H15-IN spaced not more than 16 feet o.c. and
L 201, L -------
not more than 4' From end of continuous lateral brace.
1-2 -5--T OR_'�1) Mill
STEEL INTERIOR 5EARING r
A-[:>,st,all, fabricate, and erect steel according to A15C
flepectrIcation for the Design, FabrTcatlon, and Erection of Structural Steel Buildings", eth edition, 5TEr-IWALL 6TEF DOWN )-F-0UND- AT 6.(SZ)� FOUND, AT 6,G.D.,
5.6tructural s�('Ssl,shall bet LL
Except as ipslow 4,57M 43&
Pipe A5TM A53, T�ps E or 5,Or, 5 411 CONC 51-45 W/ 6x&xIC/10 WWF
Tuips A$TM A500 MARBLE SILL OVER (2 MIL VAPOR 5ARRIER OVER TO OV61DE
C.,All bolts shall be 4301 unless noted otharwlss� CLEAN,WELL COMPACTED, TERMITE
0,All welding shall be 1:� a certified welder. TREATSP FILL 11/211 _j
TYP. SLAB
5.11 MAY VARY TILE HAND T001-
MA90NRY- ($EF- FOUNDATION At-L CONTROL- JOINT
TOOL I" DEEP WHILE CONCRETE 4u CONG SLA15 W/bX&XI0110 WWF
PLAN) IS WORKABLE OVER& MIL VAPOR BARRIER OVER
A.Concrete block.i�hall have a minimum compressive strength, F'm OF 19" Masonr� shall be laid up usine t�pa 6 mortar onl�. CLEAN,WELL C�OMPACTEV, TREATED FILL 1=-IT I I >
AN masciiin 'in contact with earth shall be Qrouts,:� Full. Grout sha It have a minimum compreosIve strength of 30M pSE 1 -1 — I--
,mmenclatloris oF the
EL All concrete mjiionr� operations, shall los done in accordance with the provisfons or the latest applTcalvla, recc
AV Manwal of 6tandard Practice.
C
,-Lap all vertical rellriforclnQ a minimum of 20". TYPICAL FOOTING SEE I/5T2
MProvldc h6rizortal Joint reinforcing at 1611 o.c. vsrticall�, Reinforcing wire shall conform to ASTM Aa2 and ASTM AI&I TYPE 304. S E/REINFORCEMEI�T
z
4 V
TYPICA1_ FOUNDATION
7r MI 4
_F TI
SUNKEN 5�40WER DETAIL CONTROL. JOINT d) --) ]I if
FOUND- AT [)OCR 5ILL 4 FOUND,, AT DOOR SILL DRAWN eAIM,RLU
STANDARD FOUN'DATION DETAILS CHECKED L.Af
$CALE NOTE�)
DATE 1/11/02
Ill AIR SPACE JOB NO. 5TANDARD
FLASWINCs M1,16T PASS TWROUGW ,,�-0)04 x V-011 OVER TRU65 DETAIL5
BRICK VENEFER -0 A L.EVEL BELOW F &'x5" CWASE IN
CONC.BLOCK STEM
F-><TrzNC) FLASHING 15SLOW SHOE PLATE ---------- WALL.
SLOPE ...........
EXTERIOR LUALL$ HAVE THE EXTERIOR METAL OR PLASTIC GROUT SOLID GRADE 7
Founda t"lon Not-e S�4EATHING FLUSP UJITP TPER FOUNDATION. (POLY)F-LASWNG AROUND FIFS X1,�\1111
PULL ALL INTERIOR WALL DIMENSIONS
GROUT SOLID ........
FROM OUTER EDGE SLAB. WEEP WOLFS 0 4611 O/C CLEAN COMPACTED
SAND FILL
AROUND PIPE
3/4" (NOM.) STUCCO OVER LATH 4 PAPER
%
6" MIN, DEEPEN
Ishown atop Foundation 1/4" GAP 5ETLUEEN 81-41FATHING 4 CONCRETE FOOTING 0 CHASE TYPICAL FOUNDATION TYPICAL FOOTING - SES I/ST2
FOR SIZE/RFEtNFORCEMEN r
:t- %
PROVIDE PROPER 4kTF OF-
bet,5115, For clarit�. Ujacid LOC,4TION AS REQV TO
FOOTING DEFTW. ST
LLI TUCCO STOP GRADE
S/
LIGHT COAT MASONRY "DIRF-66ING" TO FILL ONAL.
CMU/ ic- F or other 5tructura 1 -1 1-1 1 FILL VOID BETWEEN 5RIC*— UTILITY CHASE UTILIT'r Gk45E
BLOCK V0106 AND/OR PONF-YCOM55 VENEER 4 FOUNDATION
vertica WALL W/MORTAR OR
construction GROU'r,FILL SOLID r-ROM
FCOTIN�*TO UNDERSICE OF
acceptable see 5T] For PLAN
STUGGO DETAIL BRICK DETAIL
5pec I F Ica. MONOLITHIC: F:OUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET
THE5E DETAIL5 ,4RE INTERCPANGE,45LE WITP THE TPEBE DET,41LSARE INTERCHANGEAeLE WITH THE
STUCCO ADDENDUM 5RICK ADDENDUM 5TEM WALL5 FOUNDATION DETAIL5. MONOLIT�41C FOUNDATION DETAIL6
OF SHEETS
if,rF7 rl 21
EID F
1=7
ONT
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E
6 FCA L E7
woo=
bfAP OF
LOTS 1, 2, 3, 4 AND 5, BLOCK 56, AS SHOWN ON MAP OF SECT70N SECT70N `H- A TLAN77C BEACH, AS RECORDED IN PLAT
BOOK 18, PAGE 34 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CER77F7ED FOR: R E HOME INVESTORS
4-
---'WEST'-1-4-7TrSTl&ET-
(Za 0' RI GH T-OF-WA Y)
S 19VV*4 7'0 "Al 62. 9#4 710 0 ITF 60,
S 4 7'0qlP 62. 0 V4 7'0(1
0
.50' 50'
70,00,
K�'
Of
7-
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U/v
UAII 7-
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--j
ol
6e;. -16 6T��o
LOT 7
BLOCK 56 BLOCK 51
LOT 6
15V
�ro R/V
IL l? 15 00- 5)0' '50'
1 25 00' 37, 12 5000'
N69'4?"000Jr 62-60' NOW471000W 62.60" NW471001F 62.50' NW47'001F 62.60
Lors
BLOCK 57 LOT 5 LOT 4
BLOCK 57 BLOCK 57 LOT J Lori
BLOCK 67 LOT 2 BLOCK 30
BLOCK 37 Lor i
BLOCK 57
TRI-STATE 1AND SURVEYORS, INC.
8411 RA MEADOWS WAY SUITE 12, JACKSONOLLE, FLORIDA 32256 (904) 731-72,35
LEGEND
0 COW. AAN BEARINGS BASM ON RA VNE AS --.qOW.
&W cm
(SU Wftf CAPJ#LS 41 MIS MAP DOES NOT REFLECT OR DETiRMINE OV,^lcRWtR
FE)Kf No r VALID W THOU T 7HE SIGNA TURE AND IN-F OR0-114,5 , ,ISED SEAL
_7A
NO TES. - wm CGK(FOUNO) OF' A FLMDA LICENSEED SURVEYOR AND MAcPErv.'-`
0 QqM CVT
1.) THIS MAP WAS COMPILIED OF- DRAWhG F6RW WO-1 02-J,365, 02-JJ65-1, 8 R L. OMM9 ftS 7W nav UNE THIS SURVEY BASED UPON DESCRIP77CW AS FU�WIS�M,,A'k? w mou r
02-JJ65-2 EWT EASO"T BENrm OF A 7i7LE sINDERIABsTRAcr OF 77;LE AN01ok-DEF-D RESEARCH.
2.) 7AVS IS A. MAP ONLY AND DOES NOT CONS777WE A BOUNDARY SURVEY, FOR "MONT-0--WAY LARRY a MY, P-LS Alo. 4144
BOUNVARYINFORMARON SEE SURVEYBY 7RI-STATE LAND SURVEYOR, INC., WO. COV WWMW AREA SCALE. I R-20' GLENN w !0 ST, 7.ET, P.S.M. NO. 5814
02-JJ65, DA7ED 7-01-02. Alt AW C6WDf"oWV0 P�W nELD *VRK DAM-
(R) RA01,64 MSTANCE
'�J A',TF�
gGtjA 77 4", �s JURVEYORI%4ND MAPPM
jRE DA TE. 5-02-03 'W I
FL�rIQA
R NO.
..............
RMVISIONS BY
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20 " 13 6F ..
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APR 3 0 2 004 DRAWN
CHECKED
PY:
PATS
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B N
7V j ly74
SHEET
OF SHEETS
NATIONAL PRINTFAST NO, 186A 2406