14th Street West 78 & 80 MAP 017
LOTS 1, 2, 3, 4 AND 5, BLOCK 56, AS SHOWN ON MAP OF SECT70N SECT70N -H- A TLANT7C BEACH, AS RECORDED IN PLAT
BOOK 18, PAGE J4 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERnFIED FOR. R E HOME INVESTORS
-WEST-1-4-Tff 4-
00' RIGHr-OF-WAY)
0 V47'00T 62. .0 0 S r47100T062. 9 S V47'001P 62.4* V4 710 0 IF 6 60
70.00' 51
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LOT 7
V6
BLOCK 56
LOT 6 0) BLOCK St
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Lw ..........wm.."'_� v 25 00* 1?,50, 50.00'
N69042000"W 62-50' NW47100 N6r4,,00lr 62.601, NW47'000W 60.60
LOT 6
BLOCK 57 tor 5 LOT 4
BLOCK 57 LOT 5 LOT 7
BLOCK 57 BLOCK 57 LOT 2 BLOCK 50
BLOCK 57
LOT I
BLOCK 57
TRI-STATE 14"D SURVEYORS, INC.
8411 BAYMEADOWS WAY SUJrE 12, JACKSONOLLE, FLORIDA 32256 (904) 7JI-7235
LEGEND
a cow- MON BEARINGS BASED ON-.11-_W LINE AS S�iOW.
cm 7HIs MAP DOES No r RmEc r oi? DE mnuiw o �,R
(XT W7M CAP I LS-41")
Nor VAUD w7Hour 77-IC SIGNA TURE AND THE 0RJLlW,:'RAISM SlEAL
OF A FLORIDA LICENSED SURVEYOR AND UX"PErt.
NO 7E'S- 0 CRM CUT THIS SURVEY BASED UPON DESCRIPT7c-W AS Fc.�NfSHEV,,A,�Q OWTHOUr
1.) THIS MAP WAS CVMPILIED OF DRAwo FoRm wo.1 o2-jj65, o2-jj65-Y, aR�L 8MDW ffSMlC7XW LOT BENERT OF A TITIE BINDFRIABS TRACT OF 77;LE AND10k DEED RESEARCH.
02-JJ65-2 iw7 EA_wl"r
2) 7741S IS A MAP ONLY AND DOf$ NOT CONS777UTE A BOUNDARY SURVEY, FOR *vmonr--cr-wAr LARRY a rPD Y.. P.L.S. MO. 4144
BOUNDARY INFORMAnoN SEE suRwy a), mi-swE LAND SUR�EYOR, INC., WO. COV WWD?W AWA SCALE. 1 R-20' GLE 7 Na 58f4
02-JJ$5, DATED 7-01-02. f ammnffic " . , F7.Er, P.S.M.
AeC A*CCW&n0WV PAD
FIELD WRK DATE:
(V RARAL 99STAh" -.--A
CONCWTE SIGNATURE DA TE- 5-02-03 VfYqRl%AN0 MAPPER,
TA FLORIDA k��921)
CDF�__QJ_-_ZZ2 Nffl?w=��
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LOT # 5 LOT
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AE5T 14th.5TREET,LOT 95f3LO(,K 56,5ECTION 'R
Of ATLANTIC MACH A6 RECORDED IN PLAT BOOK lb, Cn
R 04 4) 6 clo PACE 34,OF THE PUBLIC RErOR05 OF VINAL CONTY,
40 FLORIDA $
d,�rCq be7,Wll,
leop
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LIA16
Copy 5ite, Plan Notes
This is not a survey. 4 drawn by
JAMIB M. BRYANT
Pool Pasign and location 51vwn are onIq 5v9gestod. date
DECEMBER. 13, 2002
Landscaping design N others. scale
AS NOTED
job no.
APPROVED
CiTy oF ATIANTIC BEACH WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OFFICS OVER SCALE DIMENSIONS. Contractors shall verify
and be responsibl'a for dimensions and conditions drawing n,
of the job.
Vill
Site Pion
FILE Copy
76 '8 W
revisions by
NOTES:
2— INDICATES NUMBER OF DOORS.
2— INDICATES NUMBER OF WINDOWS.
FR — FRENCH DOORS
SL — SIDE LIGHT
FG — FIXED GLASS
TR — TRANSOM
GB — GLASS BLOCK
PKT — POCKET DOOR
OBS — OBSCURED GLASS
TEMP — TEMPERED GLASS
SH SINGLE HUNG
DH DOUBLE HUNG
HR HORIZONTAL ROLLER
BP BYPASS
SPECIALTY WNDOWS/DOORS. FIXED
GLASS WINDOWS. AND TRANSOMS ARE
0
V)
00
0 Lo
21-411 2'-4ll 141-bal al-all 51-011 51-0 1-1b 11 —0
C:)
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PATIO PATIO
CD
Cn
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Of 0
- - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - -
I L e.1,r--2 I
MA5TER MA5TER LIVINC-3 RM. LIVIN6 RM.
FO I LC I I 1� I
5UITE . 1m T I 5UITE a, OLO. V a, CLIO.
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n I I n
14'4"x 12' 14'4"xl2'
1 1
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BEDROOM 2 BEDROOM 2 1 E3ARTOP @ 42" H. - - - - - - - - -
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ORDE34T 11 L _J
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I-oil 1-011 51-011 1-011 I-oil I-oil
6 V-21" 2 lie? k4
BEDP,60M 5
I :A BED�60M 3
3-12 VLT.-6- aRe.
TUE3 W TUB W 3:12 VLT.-61 15R65.
5HV4R. 5H,k�R. 0
10'4 X10 10'4"xlo
VLT. I vLT. JT
\,/LT I A \*/LT.
3;12 4r 1 3;12 N' 3.12 306b N 12 5L. 306& 1^V 12 5L,
4040 H.R. 40401 H.R. I GAR CvARAOE ENTRY ENTRY I GAR (5,A%RA(5E
_J 1 44
a' U0. OL 0.
5' U0. a' CL(9. N
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11 11 W Ile NP. P05T Elf]
---- - -- - - --- - --- -
d)
d)
Area Tabulatlon5
Living: (Per unit) (total)
Wxl' GAR. OR. VxT OAR. DR. h5t floor: (640) . 12,50 8F
L--- -------- - --J L- ---- -- - - -- -- -J L,
r drawn by
2nd floor. (715) 1430 sf
61-40 Total Living: (1355) 2-710 5F JAMIN M. BRYANT
date
'T 12 ill-oil ontrq. (32) 64 8F DECEMBER, 13, 2002
scale
(4a) q& of AS NOTED
111-411 UNIT 'A' IT-4" UNIT 13'
garage: (220) 440 elf job..no.
Total Area: (1655) 3310 ar
drawing no.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify
ond be responsible for dimensions and conditions
of the job.
Floor Plan
Scale: 1/4' =V-011
F OTES-
- INDICi OF D00%S.
2— INDIC) OF WINDO
FRFRENC
SL SIDE I
-4
A/ 0
r
7161, 1 q+k
revisions by
T-r 1�
T_I
TT-T I-TT T T-F.-T.-Fi
711 T
TT T7 17T1
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T
T-I117-1-7 T-T T T F-n'
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TT T
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T71 -77-7-7,1 1_T� 7-FT
4"
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fqL_ yJT�
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8'-0" B R G.
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@ 2n d. FIN. FLR. T
6'-s" HDR. r
00
@ 2nd. FIN. FLR,
>_ 0 Lr)
-0 cr)
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@ 2nd. FIN. FLR. _71 F I FT TFTT L 1 0
8'-0" B R G, -r-T Y C Q)
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OL 6'-B" HDR. C)
00 0
C) n
71
El E
LH H
I IU Li L11 Li
0 -0" FIN. FLR.
(9" TRIM
Front Elovotion
4" TRIM
do 5GALE. 1/4" 1'-0"
4-�
I-T
(0% T
7 T __T T'
TTI � T_
'T F N T
2nd . F1r . r
IT IT T_
Roo� Plan Goveroac Pion I
_T _r
SCALE: 1/6" 1'-0" SCALE- 1/5" P-0"
T 0 2nd, FIN. FLR. A
6'-8" HDR.
TO 2nd, FIN. FLR�
N4
9'-4 3/4" A.F.F.
T-_@ —2nd. FIN. FLR.
,J, 8'-0" BRG.
T - -----
ROOF PLAN NOTES OL 6'-8" HDR.
1. All trusses sholl be designed and certified by truss
manufacturees registered engineer. ;Q
2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS,
SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE
FABRICATION.
3. All roof pitches are to be set as indicated on plans 0'-C)" FIN. FLR,-- L_ h=====:21
and elevations. LZ
4. Top plate heights vory. See building sections, wall
sections, and elevations for bearing heights. Roor Elovotion
5. Truss spacing shall be 24� o.c. unless otherwise
5GALE: 1/4" 1'-0"
noted. Conventional framing shall be 16' o.c. or
as otherwise noted.
6. Truss manufacturer to provide all gable end
trusses with intermediate stud members 16' o.c.
7. Roof decking as specified. A!
16.)
8. Overhangs will vary. See roof plan and extedor
elevations. All overhangs greater than 18* shall
be tocked on in the Field.
9. Frame walls up to underside of roof trusses at W
all non-bearing walls and at volume area unless
otherwise noted.
10. Align trusses and hand framing so as all gypsum 8*-Cr SRO, ._Q aRQ
wall board to be continuous from floor to ceiling. AN.FLFL
Va
a 2nd, FIN. FL% drawn by
11. Truss manufacturer to insure design consideration 0 2n44 r1N.FLR.
to the following additional foods: J"IE M. BBYANT
a: All ceiling hung soffits and soffits wl date
cabinets as shown on plans. DECEMBER. 13, 2002
31A:AX.F.
.k 9'-4 V4" A.F.F. RN. rLR. scale
b: Attic located HVAC units as shown on T OR2,)n�.EIRN. FLR. BRO.
J, RU.
plans. AS NOTED
8'-e HqR.
job no.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions k 0'-e FIN, FLR. and be responsible for dimensions and conditions drawing no.
of the job. 0'-0'FIN-FUt, of the job.
Right Sido Elovotion Left Side Elovation
Roof Plan 5CALE- 1AD" 1'-0" 50ALE, Ilb" 1'-0" Elevations
�Scale: 1/8 Is=19-039 2
-A L
r-7-711
79 &D VV
revisions by
C_ C-0
=3
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0 ul)
41-011 41-011 4$_011 —0 CY)
C:J
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&'xr9'x4" W �5'x6x4" >1 C
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(n
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FIN. FLR.
r----I I r---
L LU2�Q Ji
L I _J L_ _J
DBL.
5INK
5INK FLOOR SLAB OF PLANT MIX CO�7NCRETE
SH
2500 P.S.I. 4" THICK WITH FIBER-MESH
I
T T
REINFORCEMENT OVER TERMITE TREATIED u,
I �/A P nw
SOIL WITH 6 MIL. POLYETHYLENE VAPOR
BARRIER OVER COMPACTED CLEAN FILL. 1-4
OR
FLOOR SLAB 91-_F-LANT-MIX-CdNCRETE
2500 P,.s.r-4" THICK WITH 6x6 10/10
GAUGE REINFORCING MAT. WITH MIN 11"
REF. REF. COVER. TERMITE TREATED SOIL WITH 64
6 MIL. POLYETHYLENE VAPOR BARRIER 0
OVER COMPACTED CLEAN FILL. q
=q
-411
41'
H
RH
'FE3.F.F. /A/C
J 91
411 CeURB_ 4' CeUREI,
all
PROVIDE P,V.(;. CHA5r=
PRO\/10=- F'.\%/.C,. rHA5E 'FE3.F.F. FOR AIC, A,5 REGV. INE?ICATE!5 THO-5TORf . 4 u
FOR A1(; A5 REG-9. 1�
EXTERIOR, DEARIN6 FOOTINO -
z
2_4
E-;
CD i.
1%00
cn
--------------------------J
L---------------- ---------
OAR. DR.
L &x-l' OAR. DR. I��, r- drawn by
6 I-oil 5 1-011 t-011 1-611 iD I-oil e- JAMIE M. BRYANT
1 I-Ou Of 1 __ L I-oil date
1 12 DECEMBER. 13, 2002
341-511 1,e scale
1-1'-4" UNIT 'A' I-l'-4" UNIT 'E3' AS NOTED
L job no.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
NOTE : OVER SCALE DIMENSIONS. Contractors shall verify
a r
F13nd be responsible for dimensions and conditions (0"- drawing no.
of t 0 jo
ENOINEER TO VERIFY INTERIOR ROOF TRU55 of the jobs
BEARIN5 �14ITH THE ROOF TRU55 ENOINEERINO
FROPUCED SFE61FICALL"r FOR TH15 FROJE(�,T.
ENOINEER TO VERIFY EXTERIOR LOAD BEARINO Foundation Plan
PAP51ZES, 4 LOCATION. Scale: 1/4"=V-0"
76 8b 5+
revisions by
NOTE. ALL 5MOKE PETEGTOR5 ARE TO 5E
HARD KRED AND INTER60NNECTEE)
0 C"-4
V)
C-10
C)
0 W U_
k4p NP
OF1 ELEGTRIGAL LE67END
_T > cr)
A I A Ce-iling Mounted Light
42 V) a)
E 6
— — — — — — — — — — — — Pull Chain Light 0 C3
PC
---.) --i 0_
— — — — — — — — — — - - — — — — — — — — — — - Cj Recessed Light
PRE-NIRE PRE-KRE l__0 Hall Mounted Light
rL 0. FAN I I GLO. FAN PRE-RPIE Fl;?,E-kq I RE
0L.O. FAN U0. FAN
I I 0__%. M Hall Vb5h Receq5ed
=0 Duplex Receptacle
4614T
L — — — — — — — — — — — - FAN FA/N ' =4@ 220 V Receptacle,
L — — — — — f XN\. 'AN — — — — — -ILJ 1/2 hot, 1/2 switched
S.D.
S.D. ��HT Hater Proof Receptacld
Floor Receptacle,
S.D. (D S.D. Pre.-Hire, for (19. Fan
2" /11� w U� 211 6round Fault Interrupt
o F I
N_N I
A
3-Hay 5witch
.. ...... Dimmer 5witch
PRE-H I RE RE-KRE 14 Telephone Jack
TeD I I r-7HT alAr-51:17
GL 0. FAN GL6. FAN _T
o" <11 Cable, Jack
qP � i
C 4211i 0 0 42
421 142 1 1 1 [70 Pra-Hire 6arage, Door Opener
FAN\ /OAN 62E I
4�
I F 1211 Fluorescent Light
::qFS W
2z 7 P
E
tzi
7
It
r2" 42
FI 21
00
010 0 S.D. Electrical Panel
S.D. 20y 2:20 S.D. &I I
010 KM alme,
12" 1`0 Door Ball/Oarage, Door Switch
Visconnezt5witch
—42 —
Electrical Meter
L S.D. S.D. - F== 9 F(IF-;=E==�9F Q4
(IN 11 1 ii Q)
V i 14 "'1 1' 11
20 1220v I I 'L(��, 20 S.D. 5moke Detector
LC
g__J� �! 220v 1 _J
J L------J
Calling Fal
H
0
FAN/ \FAN 'O0000000�g
kbll 5conca
FRE-AIREE PRE-Al RE aandeller
OL 0. =AN OL0. FAN
4 4 IC Intercom
73
5pot Light
Flu5h Mount Fluorev-ont Light
FaniLight Owbination
— — — — — — — — — — — — — — -- 6arbage Vi5posal Motor
5peaker
Q Junction 5ox
Track Lighting
a TFeatrical 5trip
L — — — — — — — — — — — — — - L — — — — — — — — — — — — — -
NOTE5: K_
1. owner to verify exaGt location of floor outlets -----
in field. drawn by
2nd . FIr . 1 !5 t . F I r . JAMIE M. BRYANT
2. Lo(ation of Fixtvre,5 and/or outlob are, 5ugge5ted date
Electrical Lagout Electricol LoL�out locations and meet most local code requirements. DECEMBER. 13, 2002
5GALE: 1/4" 1'-0" 56ALE. 1/4" V-0" Additions or ad]ustment5 may be, made between scale
Owner and Builder in the flefd. AS NOTED
job no,
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE L
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions
of the job. drawing no.
I ;
Electrical F,ixture L E I
�_Icale: 1/4"=V-0'
75 f 60 W I q4,k
.......------
T�415 DOCUr-IFENT 15 AN
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ENGINEER15 5ERVISE
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STRUCTURAL ENGINEERING FOR U5E WITH
TRUSSES 5T BUiLDER5 FIR5T 50t�RCE.
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0-20 sr 34.0 42.6 1 .34,0 Uol
20-50 6F 32.2. 40.& 32.5 35.1
PAID FOOTING5 UP TO 30"x30" 5HOWN AT THE FOUNDATION-EDGE MAY 5E OMITTED IF A BTEM-LUALL FOJNPATIC Ut�ED IN-, IEU OF A MONOLITHIC FOUNPATION. PAD FOOTNG5 LAR)SER TPAN 30"x30" ARE REOUIRED WITH EITHER A 5TET-1-WALL OR MONCLITHC
50_100sl 3A 315 31A .33.6 S f 0-F
FOUNPATiOt,L ADDITIONALLY, WHEN A PAP FOOTINCz 15 REOUIRED UJITH A 5TEM WALL FOUNDATION (FE 30"x3V), �_ED ONO 5E PLACED EITHER 5ELOLJ-5RA1:>E FOOTIN5 OR IN THE 5LA5, 5UT NOT IN 50TH LOCATION5 UNLE55 SPECIFICALLY NOTED AS BUCH.
> 100 sp 30.0 35�5 30.0 .3 2_5
LEGEND PLAN NOTES CONNECTIONS
NOTE THAT CERTAIN UJOOD-Tlis ROD5 MAY BE DELETED FROM THIS FROJECT 54-SED ON THE FOLLOL1.111'G: NON-L04D BEARING Lu4LLS 1) 5EE 5kEET5 5TI AND 5T2 FOR ADDITIONAL 5TRUCTUR-4L NOTES AND CONNECTOR t-lETHCD OF ATT,4C�4rwIENT END-ZONE COMFIONENT5
THAT ARE NOT A 5PEAR-LU,4LL DO NOT REQUIRE WOOD-Tfs ROD INST4LL,4TiON. WALLS THAT 1,4AVE 5E;Ot'1E LOAD 5E4RING OR EXISTING 2) 2xro-I 21<— HEADER/BE4-1 CALL-OUT DETAILS. FRE55URE5 AFFLY
MSTAIa (14) 10d Commoni/Total.
1-0141) 5EARiNG WALLS WITH ADDITIONAL LOADING MUST P,4\/E UJOODoTfe ROLD5 IN57/ALLED 45 FOLL04- 2) THIS DRAWING CONTAIN5 aFECIF;C INFORMATION, INCLUDING BUT NOT TO LVNDOLUS 4 DOORS IN 5HEET
1`15TA24 C(o) 10ol Comirons/7Qta 1.
NUMBER Of= <ING 5TUD5 EACH 61DE OF OFENING LIMITED TO ARCHITECTURAL ELEMENTS AND DI�IENBION5, THAT 15 HIGHLIGHTED AREAS - TYF.
O/C.UQOD*TIg FOD TOLE�fR M6T45 (45) 10dxl-1/2"/Total.
__ANCE5 NV,15ER OF JACK 5TUDE) EACH 61DE OF OFENING PROVIDED 5Y OTHERS. BUILDERS FIR5T SOURCE OF JAC<50NVILLE, INC; THE X DIMEN51ON ILLUSTRATES
ROOF TRUSS UFLIFT (LE35) W00rD*T!s FROD(5) EKTERIC 51ZE OF HEADER MATEF,114,-L DESIGN CENTER (SF51DC) 15 NOT RE5PON515LE FOR THE ACCURACY OF C51& (25) 5d or (22) 10d, Commons/Tota 1. EA6UREt'IENT OFF THE
-TOLERANCES 5PH4/0/3-02)
V-1000 ROD(5) -3 4' OIC (INTERIOR) OR &' O/C (EXTERIOR), 6HOULD NOT NUMBER OF FLIES IN HEADER T�415 INFORMATION FFOVIDED BY ANY OTHER SOURCE, CORNER 'OF- CORNER OF THE POU5E WHERE
ADD (1) ROD ADJACENT TO TRU55, -011 1 (2�2x&-1/2 - 3) ALL REQV 5E,4RIN5 LENGT�H6 5HOLLN ON TJ-5124M SOFTWARE OUTPUT MT512 (14) 10d Commons or 10dxl-1/2"/Total, ENID-ZONE (NOT INT-ZONE)
01001-201ro X, OVERRIIDE ALL EXTERIOR HE4FDER5 UNLESS NOTED OTHERLU15E PAVE BEEN CONSIDERED IN THE DE51GN L)F: THIS 5TRUCTURE THROUG14 A HT520 (20) Iod Comm.ons '.or (24) 10axl-1/2"/Total.
112011 4 GREATER CONSULT DESIGN CENTEF_ WOODsTiE (TYP) FRE55URES 5�40ULID 5E u5ED�
1;LTF�10 R GUIDELINF-5 ALL INTERIOR PEADER5 UNLESS NOTED OTHERW16E DF-51GN 5E,4RING VALUE 4DJU5TMENT AND/OR THE ADDITION OF BEARING LGT2 (14) 1&d 51rikzrsy'Eac�i to Truss and 5tud Column.1
X OUTLINED PROPERLY RATED OPEN LUEE3 TRU55 HEAIDER MAY BE U5ED 5LOC<5, MGT, (22) 10d Commor& tq Wood r-lsrrl�;sr - 1/2" diameter or Larger Threaded Rod per 4r_compar�lire
X AFFRO XI r IAT E LUCOD-Tis ROD LOCATION, 2,_O" BELOW IN LIEU OF 5FECiFIED HEADER Note on Fa(as 61.
I ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOADS kGT-2/3 (5) 10d to Truss - I/?" d1arneter or Lareer T�yeadsd Rod per Acr_ompar�,rg Note on FaSe 51
I ;I — HGT-4 (1&) Iod to Truss - 1/2" diameter or Lareer Threaded Rod per Acr_ampar�ltne Note on PaGe 61.
ROID5 LOCATION5 ARE FOR DEt-ION6TRATION FIURFOBE5 ONLY AND DO NOT REFLECT AN EXACT FIODLOC.4TION, UNLE55 NOT__ A GRAVITY �OAD5- 5. LATERAL 1_04D5 HTTI& —05) Irod 51nkers to Wpod MsmL-;tcr 1/2" dimaster or Lar!@er Tiycaded Rod per Acrompar�lir!e 44
0714ERU�ISE FROFER OIC, 51`4GING (4-0" INTERIOR, rb'-O" EXTERIOR) 5POULD BE FOLLOLI)ED. IN 41DOCON, ROD5 ISHOULD BE LOCA7ED AT _5W* 5HE4RUJ4LL 5EGMENT - REFER TO OET41L F/5TI 4ND/OR D/5TI RCOF L04D TOP CHORD LL-20P5F L%z7F5F LUIND LCAD - �20 MPH
...... ...... ......
CORNER5, PLATE HEIGHT CH4NGE5 AND AT E4CI4 END OF EACH 5�4E4R: WALL (UNLE55 R'EFL4CED LUIT4 APFROV'EID HOLD-DOLLN5 PER APPROXIMATE WOOI�D,Tlc LOCATION 50T CHORD LLzIOFSF DL-5F&F 5E15MIC ZONE - I Note on Fa��e 51
1/2" dimacter or Lar�3er Threaded Rod per Arscompar�llre
DETAIL E/5TI), ROD5 5�40WN IN CORNER5 I"lAY BE LOCATED TO EITHF_R5i[;)E (WITHIN 4') OF- F`Rot,-ERI� CONSTRUCTED CORNER F`05T OR FLOOR LOAD DL*15 F`5F HTT22 (32) I&d Sir,�,era to LUood Memi::)er
X SEE W001D,Tia 5ECTION
20LID FRAMING,
OTHER 6 L L z 4 0 FESF Note on Page 61,
Builders Balt, (5- Foil-/
Build
Builders ers s Builders Lumber 6r Builders D,10Y_1,6r Builders BuildersAkWat"Iv
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MSTA24 W/(1W IVdJF.NP,dA ON STUD (2)2x4 02 GYP
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APPROVED TRLI$5-TQ-Z CONNECTOR$ ASSEMBLY(TYP 4 a HF-ADER 4 0$ILL) OVERHANGS IN EXCESS OF 16"AND UP TO 24" TkS DOCUMENT 1-5 4N
UPLIFT(LISS) CONNECTION UPLIFTS > STUD WALL SPECIFICATIONS HEA1;>5R(SIZE USE 2x4 GYP OUT LOOKER AT 16 llolc CLIP TO I 5TfRUMENT OF-
1/1(pll AP.A.OR TECO RATED H5 UJ/(43-64iTENO 1090 SEE M HT.(FT) STUD SCHEDULE FIER CALLOUT ON taPI:q4z6zA ELAT lbq 09 LE 'USE 2x4 STR OUTLOOKER AT 24" ENGINEER15 eF_R\/ICE_z
SHEATHING ON ROOF PECK STRUCTURAL 1144, STRUCTURAL
WITH 5d NAILS AT 4" 0-145, _UJ/(5)led x 1�I/ 1'4g],42 PLAN. —0/c HEAPF-Pt PER 5TR,,ICTURAL PLAN ALL T92 M9 (2)SP�44/6/8 SLOr-K SHEATHING EDGES o/a WITW(I)W5 W/(&;ad FOR 071,4EIRS FOR, CON-
O�C-AT PLAN)OR 7R1,ISS 11 D WITHIN 4'OF GA TRUSS
_4&5-530- (2)PS I /all 2x4 02 z�F_F STU29� a 12"O/C 02 5Y`P EXCEE-T 45 NOTE12,02 5EE ff_Ae_AaEr4!2 RAIL� DLE
ALL 6UPPORT!EP PANEL C4 1 /1 '? I I f-,, LAYOUT IF SYS 42. -5HFATi�NQ li"L912 5TRUCTION OF PRO�ErT
EPOES AND all O.C.IN FIELP. 145-1000 (2)H6 W/(E,)10d.X 1 112"/FNP/EA - 2x4 12 SYP STUDS 10 12"Olr� F 1 1 MA!� 15E WAE12 1,La #2 AXE QNL ASTEN SHI!ATH ING TO FRAMING AT 3'o/a
11 CORNER OF ON FPSE$, �o o1r. IN FIELD W1 6i:L A5,TITLED E5E�OLU,
(6)1-1/4"GALY.ROOFING 0-1000 (1)HI&/HI&S W/(10)led x TO TQ 2X9? 12 6PF iTUDS 0 Iw O/c III! P9114 9!IDES OF FRAMIN� is �92!PffFil W1 ' I
NAIL�5 0 EACH SHNGLZ TO--- 0-!000 (1)MTS12 W1(1)10,:� x 1-1/21/15-NO PI"-] GARAGE cumuj OF
SHE, PF STUDS 1 40 1* SWEATPED, SPH440/a 0 32"e>/* 31'o/c ad NAIL- INFORMATION �)ERIVF_D
IN THE EVENT THE CONCRF 0 TOP C TO HDR.
�X FROM TI,415 IN51-RUMENT
ATII�* '777'
PUnIN BOTTOM CHORD OF A" 5LU5 Trz (2)MSTA24 LLV C,:,FNER OP HING TO
TRU$S-TO-M CONNECTOR SEE - TRJ6SE$WITH Ix4 SYR I P P D FOR
NAIL THROUG"APA RATF_PSPF_AT+4INr% HP 22 EMBEPPEP (15)10z�i/SNP/STR,4P a EA GARAGE M41 CH ROOF SHHATHIW4s
TRUSS SCHEDULE FOR PIPE-ENIGINEEREP ROOF PERPINPICULAR TO TRUSSES INTO NO.2SYP FRAMING LLV ad AT 3" STRAPS,IT IS ACCEPTAel-E END OF HEADER UN.O_ OTPER LUOJ;�<$ UNLE66
TRUSS OR RAFTER TO SU04,TITUT5.0)MST43 AUT1,40RIZED 5'T' TI4J-=
2411 O/C wl(3)led NAILS AT O.C.AT ALL EDGES ANP INTO EACH PLY
EACH 7f;&J65 - UNO. OF EACH POUDLIS INTERIOR PLA7E, 12' SERIES FLAT STRAP PER LUA" SHEATHIW-s SHALL DE I/Irv' ,SWEATH-ING NErzt>ONL
6FF STUD$ O�C,ELSEWHERE. APA RATED SHEATHING WITH ad 2x 12 SYR C�51_ TOP PL.(SLOPED) UJIT�IOUT
ALL PXTFRIOR WALL SHEATHING LU T_ LU HPAHP22.FACE MOUNT TH13 rzQyER L e 2�TOP
4 SHALL 53 1/16"APA RATED SPH41618 0 32"O/C Q3 FOR OTHER UPLIFT i4ARCLUARE $TRAP TO THE FOUNPAVON NAILS AT 3"OZ.AT A" PANEL A==217 I, I I INFRINGEMENT OF LEG4-)
(21 2x4 02 SYP TOP e. PAS N UJ/ SHEATHING WITH ad NAILS AT W0004TIs ROD$0 4' O/C WITH EM41ER e4).V2"0 EDGES AND all OZ,IN FIELD A)M AR1 PE99egIRL 1/40 APA RATED SHEATHING WITH PRIG�4T5.
AND CONNECTIONS,SEE TYPICA1_
WALL SECTION AND TYPICAL SHOULD 513 ORIENTED w--muga cupsjaTs6e ed NAIL$ 10 6"o1c ALONG ALL PANEL
24"LAP UW(12)1061 IN LAR,SPH4161S 4 V4"MIN�EMBEDMENT OR EDGES AND 0" olo IN f IELV- BLOCK
(2)ROWS,led 0 12"O.C.(UN.0.)MIN. O.C.AT ALL PANEL I!PQE$AND w/3+x3xI/5"WASHERS. EPDXIED ALL THREAD5 W/ (TYF-UNOA SHEATHING PANELS 11 11 NAIL92 192EZIng
0'OZ. IN FIELD(TYP-UND-). 0 HEADER FRAMING DETAIL, (16,113/16"OX 13/44 TAPCON III PERPINPICULAR TO FRAMING
0 32'O/C PS WOODATIa R�OpS il (ol SHEATHING PANELS 5HOULO 15E (2�2x4 02 SY i ARE AITACP To MQTP Ig ALL EDGES(CONTINUE STUDS 4 SHEATHING
O/C LLV.3x3xI1a1 WASHER6, ORIENTED PERPINVICULAR TO L/2110 9 4-1/2'EMI5FPMP_NT WEPC-43 P AT DOUiBL5 INTERIOR ANCHORS,FASTEN STRAP TO MEM15ERS,U.N,O, I I - FOUND TO UNDERSIDE OF OUTLOOKERS)
ANCHORS 23 EPDXIED ALL $ILL(TYR) STUDS W(20)16d. JACK$PER TRZISES/RAF
FRAMING MEMBERS IF EXTERIOR 5ILL64-LATEG/BLOOKNG,NAIL 11 11 SHEATHING TO BE ORIENTED PaRR.
RAEIES-Ta-M FINISH 15 STUCCO,UN.O, THREADS 'S 3;`4P/lz W1 2X2)(1/6" FIRST PLATE TO SECOND PLATE LJJ/ TO FRAIING MEMMIRO,WAO.
WASHER$OR WOOPIT4 ROP$ a
e2)ROWS 12d COMMONS AT&I O.C. CEILING kelrapT VARlrzs 2
CONNECTOR PLAN TER$
LENGTH *2 GYP PT 15OTTOM fe W/ 4"01r-WOOD-Tia ROPS0 MIN..3 KING STUDS EACH
51DE Or-OPENING WHEN
W41(PI6 is 32" O1r_QR
0�1' 1)W5,W3,WI&,23 MT512 JNTERIOK 5HrzARWALL$ADD HPAWD72 LW(2��*d TO U611,*2x&FRAMING,5 KING PURLIN BOTTOM C-�IOFIP OF
UZY000TI's RODS 0 Cv'0/a EITHER 24"o/c SHOT PIN$29 I(od 51DE PANEL HEIG44T TO STUO AZ-WE5LY e2) STUDS EACH OIOIE WHEN 11 ALL. TRUSSES WITH Ix4 5YP 3
WIDTH RIEGUIREMENTS
r2)H5's Qa Ha's Qa CASE HARD NAIL$ 19 18"olr_ PER$JOE OF OFENINa USING 2x4 FRAMING UX.O� FERPINDICULAIR,TO
112"OX11' EMI��EP A.5.w12"x2"xI18l'WASH ANCH,ll t 0OLT(S) MI RCIO
(1)HI& 23 MTS12 AT.320 o/0 291/2"0 WOOP#T-is RCP$ ,a 7-1 OR5HT PINS ---� -l" _-V3'ANCHOR BOLT AS 0"tL6X FROM TRLISSISS, *;4" O/C wl(.3) 4
(P'O/C LLV EITHER SHOT PINS 0 24" Olr, 02-SYR FIT 5VTTOM`it 21 led NAILS AT F-AC-44 TiRUO$ -
FIER r B TAIL F/6TI '20 PER TYP.WALL SECTION. JACKISTUDS) 11 M$TA;4 W/(S)led -
> 14' SEE PLAN OR l6d CA RO 0 a O/C. 1'�s UNI.O. ff 0 "L$/ENP, %EA GIVE OF
z 51 EPAW 22 NO�sEa� 4" 5LA13 W/S"x8l" THICK- BA C?TUP A5OV3
JACKS I'ANP SHORTER MAY 0 THIS LOCATION IF: FNEP kDoe w/n.-4 HEADER 4 JACKS TO
USE(4)led.IN LIEU OF 4' l'-2 1/29 WALL LENG
CONT.UNDER DOOR HEAPER
TRUSS CONNF it
-TO-M _CTiON /Z (SEE DETAIL 6/5T2) PINi6H 0 a
Ll
FINIS GRAVE
WIA 1.4 WWF ALL CONCIRSTS MINIMUM AII I GRAD IYPICAL WALL
do x ro 3 4
ORFIBERMIEU - CONNECTIONSs 2- TO 11's 2x4 STUDS
2500 PSI COMPR555h.13 TO-STUP, TO 14's 2xlEi OFF112
GRAPE TO 16?'; 2x&SYF*2
WATERPROOF 15ARRIF-R STRENGTH a I$PAYS.# L STUP-TO-SH03, fa Jib'. 2Xa SYF42
FOOTING TO BEAR ON UNDISTURBED SOIL SPOS-TO-FOUNC)ATION
FOOTING(SEE TYPICAL WALL SECTION) HTT22 W 5/S'0 ALL
NOTEs MASONRYSTEMWALl-MAY BE usEo IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR 5OLT,IF USED,WITHIN all OF THREAD(5 1/2,
0EARINS WA�_I_F_NPS AND WITHIN all OF POOR OPENING$ IN BEARING WALLS. SES TYPICAL CONCRETE GECTIONS FOR EM5Er.>MENT)(7YP) rr
Rimor,--ING AND DIMENSIONING OF FOOTIN66. i 18A91TIQUI- -METAL CO�N_900F_s UJ0012111g! AN!:�Hojsltka, RODS
5TI TYPICAL WALLL_ SECTION - SPECIAL SPEARUJALL 12ETAIL
TIFICAL GARAe tP POOR OPENING DETAIL GABLE END BALLOON FRAMIN ETAI
a 11-011 1/211 2 11.011 1/211 :1 It.011
Builders
SWI 4 $0 SHEAR WALLS REQUIRE MNL 4am Oysifit.AP$
LI.V MIN.(24),I.Vx3"NAILS a TOP PLATE SPLICE$OR e7) 2x4 112 �Jp__Q_UT�OKER
M$TA244 W1 03)l0d/ENP,Cr;NTEREEP ON EACH $PLICLI. FirstSource
_APPRO�`ED TRUSS-TO-e CONNECTORS STUD WALL SPEC[FICATIONS -OVERHANGS :5 16" 0 24"o/a W/(1)143 a F-AC14 of Jacksonville
UPLIFT(L5S)l CONNECTION UPLIFTS > HEAPER PER STFZ4T OUTLOOKER TO TOP CHORD OF GABLE! TRU
gaiff N-5--_ 1000 SEE is W r,(rT) STUD S,-_HEPUL9 URAL 67 -
PLAN CPR TRUSS LAYOUT 1OVEf;?14ANG9 16" L�24m 0 ICVolo W/(2)H5 0 I!AC
0-145 LL�_4*_WL_(tLIVd x STRUCTURAL O-S'�)I/a` 2x4-2 SPF STUDS a RAIL THROUC-14 APA OR TSCO RATED SHEATHING 5LOC-K 6HEATHIW_*EDGE$ OUTLOOKER TO TOP CPORV OF GABLE TRUSS
PLAN. 2X4 02 a 12..Qr, INTO NO.2 SPP FRAMING PER SHEAR WITHIN 4' OF C,45LE TRUSS
4&5-530 __�2 &�� - - ' 'Luo — -.1 5 FAOT5N SHEATHING TO FRAMING
�_H5 W1 L4)&d/gNP/F_A. 2x412GYP STUDS Sl 12"01C I WALL TABLP_'
145-1000 (2)H1%W/(eO lod X 0_11.1 1/0 APA OR TECO RATED SHEATHING FA$TF.NF_P TO (211STA24 W/04I)IOd/F_NP 15UII-T.WP OR MOXF-0 cOLUMN MAY
0-1000 �jLk/_�4L4_8 W(10)led x 1-1/21'TO 7PP PLA 2xro 02 SPF iTups 0 161,01c AT 3`14o" OZ.W 5d NAILS,
---(—V - 1-457 FRAMING PER SHEAR WALL TABLE
0-1000 (1)MT612 W1(7)led x 1-1/2'YEND LEI 2X6 112 STUDS i 16 SHEAR WALL FROM BEAM TO POST nE.USE2 U L19U QE 444 OR (px& .. ...........
(15LOCi<I PANEL la-z 6) CENTER 57RAP is JONT
I/Ap"APA OR TECO RATED ad COMMON 14912-2998s 9N2 IN ADDITION U.NO.ON STftCTURAL TED L:
SHEATHING ON ROOF Z>ECK FURLIN BOTTOM NAILING TO TYIP.WALL _15ECT)ON eAlSTI 4 PLAN; U-50 4plq I SYR 2S SpIV 12 5"2x4 (4).131x3ll I DE QB END
WITH,ad NAILS AT 4"OZ.AT C14ORD OF ALL SPACJN3 15/$Tl�. WOOVITZ ROD MAY 5F BUILT-UP COLUMN I.L.0 4x4 NAIL4 a E o 4CH SHEATHING TO MATCH
ALL SUPPORTED PANEL TR.;6$F_$WITH lx4 USEP IN LIEU OFANY SPECIFIED OUTLOOK z.;,'TO TOP e, ROOF SHEATWING 6550 Roosevelt Blvd,
ErD6ES AND 5" C.C. IN FIELD. SYR POU5LE STUDS 0 EACH END PT*2 SYR 4x4 POST Ile'
FIRZ-FENGNEEFSP RO HOLD-DO" USE 5.PIV 02 SYR 23 r5pl�02 SFIF 2xiS GABLE TOP CHORD Jacksonvill ,FL 32!5AA
(6)1-1/4"C�ALV�ROOFING MC75 OR RAFTER PaRPINPICULAR OF SHEAR WALL,] EDGE IFIELP I-STORY 2-STORY -COLUMNS GREATER BUILT-UP COLUMN IJ-.O lox& 2x L-5RACE ON GABLE VERTZAL5 AS Tel 904.772-6100
SHSATiIN O/C W/(3)led WALLS _>lb'LONGs NONE! SUPPORTING SPECIFIED BY TRUSS MANUP.(MiNL 2x4 112 Fax 90
NAILS 6 EAO14 SWIW_iL-E TO TO TRUSSES 0 24" T14AN 10'93 THOSE
I NAILS AT EACH SW to a PEO'01 WALLS <150LONGt STRAP WOOD $FF W/Cpllolc.131xlO NAILS 0 MAX 24`o/a). 4.317-2835
. 0
TRUSS - U.N.O. HF-AIDEIR KING S Y SERVE e2)SPH4/6/0 W/li2" x PROPUCTs USR FT*2
AS 054 STUDS AT THE ENDS OF 4-1/2"EMI520 F_P,0XiEC> SYR(px&POST. (UN.O.
(2)it 2 SYP TOP fF-. FASTEN W/(2) GABLE TRU.56
SWEARWALO ALL THREAD 4 uul/ao ON 97RUCTURAL nAR)
ROWS led 12"ola(UN.O.)MIN.2411 $PH4/6/0 19 3211o/a 93 WASHER WITHIN 311 OF r
TRU66-TO-LI CONNECTOR SEE W(12)10d IN LAP. (2)1*2 SPF 2x4 9 EA CORNER 0
WOOO,Ti;s ROOS W/
TRUSS SCHEDULE FOR 3`x3"xl/6'WASHER 9 4`o/c STUDS16PH44/6. t1-0.4x4 POST.(3)*2 OFF t .5 ING �T M I 4T CLIP END OF LA71EERL41_ BRACE To GABLE
CONNECTOR- 2x415*CORNERS DIRECTLY A FOINT1 E t> aOTTOM CHORD WfTH(2)H5 CLIP$,
(1)14TT22 LLV 5/$"0 x rp-1/2- (3)C51(v 5 � OF,GA5 X
$W11 3 a POST TO SLA5 CONNECTI BENEATH 55AM WHEN 4�xCo 1$ 0) :;ES IRWAK lllt�L a' 4 AT EA
EM15EP EPDXIED ALL STRAPS
SPH4/6/6*3211o/a STLIPS PER PLAN WITH A51.444 OR A51JO6 REQ1P,
-To 5"5TUPS GABLE 50TTOM CHORD TO TOP L11 W/M5TA16
RAFT5S ORS THREAD. JACENT TFRU6 5 W1(3)J31xYl STRAP W1(1)l0d/END 6 46"olo OR J31x3" TOE
OR WOODITio (12)I(9d Is' 1/2"0 4 1140 EM15 V HTTJ6- 4 5/a"Ox5-1/2" I 5F�,�CJNQ SPAIS-Nrls
ROPS LLV 31lx.3`xl1S1 (2)6PH4AP/0 NAILS TO TOP tE 0 AS REolP. q A
I_F_N5TW CONNECTOR op UJ/4"0 x 4-I141(2r_SI& sPDXIED ALL THIREAAD I EMMEO EPDXIED < 4/1. . .I- - -_/C
WASHER III&"a/c E1,15ED F-PDXED ALL. 5TRAFS (V HTTI& 4 5/5`0 x 5 1/2" ALL T14FP-Ao a 02 GYP LEDGER FASTENEPI X 412 <-1/12 IrCH a (g'ola 1/164 APA OR TECO RATEP SHEATHING W/ad NAILS
.0-1' (1)H5il-15,H4,0-9.MTS12 THREAD W/u3xl/a" SITElBO EPDXIED ALL TO 1611 ole STUDS w/,131x3l a 6" O.C,ALONG ALL.PANEL EPSES AND 5" O.C,IN
ZACW QS >1/12 PIT Is 4'ola
(2)H5S OR HSS 23 WASHER THREAD. ALTERNATIVE AS GUN NAILS a EA STUD FiELCP. BLOCK ALL 50GES(CONTINUE SHEATHING
45TRAPPINC ............
1,-14' (1)Hlb �2s MT912 6HOLLN ON (TRUSS-TO-LEOGER TO MIPPOINT Or-GABLE 50TTOM CHORP)
CONNECTORS,CLfFP6, 5116"HARPI-PANEI W . STRUCTURAL PLAIL CONNECTOR SPECIFIED
0 PERMITTED AS SUE$TITUTiON L' .. $0.
>14' SEE LAN FOR RATED SHEATHING ON EXTERIOR .I I. . " >, BY TFij.163 FENGINEEFed
ROPS ARS NOT REGIV WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN.
9!2777;1 44444��44 I BEAM ABOVE
JACK6 V AND SHORTER MAY AP.A.OR TECO RATED a INTF-RIOR 15EARING /2x4 92 STP LATFF:ZA� I5R/v_'1 AT 40,"olc_ IF FIRST OUTLOOKER IS MORE
USE(4)led IN LIEU OF 2) OFF-KINGS IN SHEAR WALI_ SEGMENTS PERMITTED ONLY I/Ito I APA OR (3) lVx3l NAILS THROUGH BRACE INTO THAN 32",rROM FASCIA,USE
TRU55-TO-12 CONNECTION SHEATHING OVER SIFF STUDS LUALLS SUPPORTING IF SHOLN ON T443 FRAMING PLAN. RZFER TO DETAIL T...RATED EAC44 TRUSS 150TTOM C;HORP,'F_XTF_NP (222x4'6 0 FIRST OUTLID R ONLY
ONL FLOOR LOAP6. HOLD DmN,57 P/$TL LE2298 4 aMETION �Q&Pljlsg(EgR TRIJ651 X
$TUD WALLS WITH 5R CK VENEER FOOTING(SEE TYPICAL WALL $ECV�ON,I PER TA15LE FOOTIW3(SEE FOUNDATION SHEATHING LLV RV* w/(S)NAILS Si EACH 0ITUCI. 5RAce'to FOURTH iNTF-RioR TRUSS,
OPTIONs SECURE 5R!CK VENEER PLAN FOR SIZE) ad RVO 111-1241_2xg w/(S)NAIL$* EArH STUD, _J
ALL EXTERIOR WALL SHEATHING �,3)HTT22 6PECIFIEP FOR-SWI MAY eE SUBSTITUTED WiTA RALING-4 SIDES RV41242-1062.2xI2 wAl2)NAIL$ 9 JACHI STUD. M5TAIS,STRAP 0
TO WOOD FRAME wl GALV,TIES 0 02 SYR BOTTOM iE W(2)ROWS OF led SHALL 15E 1/16'APA RATED HPAH022 W/(23)1&d 4&"o/a 29.13bta"
16"aWa HORIZONTAL 4 32`o/c NAI L5 0 12"ola,STAGnEREP. SHEATHING IWTHIad NAILS AT fam TYR FORCIIIIIII, POST 4 ALT. 50XE TOF NAILS
VERTICAL I /
OZ.AT ALL PANEL EDGE$AND SPEAR WALL A55EMOLY DETAIL
Do O.C.IN rlrzl-P(TYP-UN.O.). BE—A—M FRAMING DETAIL COLumN r,>ETAIL TRUSS LEPISER DETAI k 5TI (SABLE 9NP 5FACINGDETAIL
/4"T$5 PLYWOOD - SHEATHING PANELS SHOULD BE L
NAIL SHEATWINC's TO BOTTOM P &.1611olo led NAILS, 4 01 CRiERTEP PERIFINPiCULAR TO 1/2 3 11-011
_US @ 1/211 11.01t
AND 15ANP 50ARP PER REO'D W1 LIQUID NAIL OR EQUAL. FRAMING MFM5ER6 IF EXTERIOR �n
SHEAR WALL rzPG1!NAII-INa FINISH IS STUCCO,UN.O. (2).13Ix3" NAILS/TOE-NAILS FROM
STRAP Ar_R0$S JOINTS IN USE 4a" STRAP$ I.L.O. NAILER TO HDR OR JACK STUr.>. TRUSS TOP CHORD
BANP BOARD W/(IX'ISTA24 I F I %J
6PSCIfIEP 404 $TfeAFS WOOI:�,Tlf! ROP FROM ABOVE,
W1(W led NAIL-6/END W1
IF LOOR DEPTH R 161, HORIZONTAL 2x4 SIFF 02 SECURED TO BEAM VIA WTTI& LLV
UX;�OD,TIS ROPS) HEADER PER BLOCKING 5TWN TRUSS (1w:61d NAILS MIN.
NAIL 6�IEATWINIC's TO TOP e (NOT REOT) WPEN USING �i3
PER REO'O$HEAR WALL $TRZTURAL (4)led A KING WOOP-TIS ROD THROI.IGH ;r_UnD VIA WOOPITZ5 ROP 4 (J
E06E NAILIW4 PLAN T 6TUD-TO-HEADER, CONT 2x4(MAYBE CMITTED IF(11;M$TA16 IS USED CENMRILINEOF BEAM LLV (1)HTTI(v W/(18)16d (MAY 15E ROTATED
EACH END AND FROM 5LOCK-TO OL.OrK ACROSS F-A TRWO) 3.x3xl/6"WAf?HER 4 NUT. 190' TO CONCEAL FLANGE)
ATTAC44 2NP FLOOR STUDS TO FLOOR TRU6$OR I-JOISTS EACH PLY, 95EAM BE -Z
100 a 40,10/0 FROM
IOT FLOOR STUDS OR FLOPR UPPER FLOOR 5=6 TO LOWER _4� I �z
BEAM W1 4011 LENGTH(40" IF FLOOR STUDS OR LOWER FLOOR TRU55-TO-M AND APA OR TECO RATED CONT.2x4 TO 2x4 LU -1
FLOOR DEPTH It 16")Of CV r (2�0 2 GYP TOP 19, BEAM WITH 40"LENGTH OF CSI(P E-TO-5TUD CONNECTOR SHEATHING W/(1)ROW OF 5LOCXJNG
STRAPs 0 �2 11 O/C W/(11)10 FASTEN W/(2)ROWS 10LI V STRAPPING WOUIed/eND. SCHaDULE FOR SPACING ATT,40W FIN OF LUINI:)OLL ad NAILS 3"OZ.AT 1012 HORIZONTAL 2x4$"02
ri/FND (CENTF-FieD ON FL�OCR CENTERED ON FLOOR OY5TEM CONNECTOR(SHEST STI) TO �4DfR /NAILER (INTO 51)AND 50TTOM BLOCKING 5TUN TRUSS
OFF STUDS '2"c'/0 V Mll"L(12)led IN QS WOOD,Tle RODS is 4'o1c, (INTO HEA-DERA NO SIPH'S
SYSTEM)OR USE WOOP,Tie LAP(UN.O-)MIN.24'LAP N 2x4 02 6FF NAILER 11 REQUIRED W/UPLIFT$UP ROOF SHEATHING L11
P,Ot'�S 0&' Oir-(4' O/C 0 TO 1000111TRU5$, IF TRUSS
INTERIOR WALL5JI, CONTINUE OFF STUDS ALI.JACK$TO HEAPERi-/ JACKAND<NO STUDS, I
APA OR TECO RATED M5TAiO W/CO2)IOd IN QUANTITY PER CALLOUT UPLIFTS FXCEED 10OV, WOOD BEAM _J -
OF STUD COLUMN SPECIFICATION SHEATHING OVER OFF STUDS HEADER eral)10a IN JACK. ON OTF;dJCTURAL PLAN. EACH TIRU55 MUST BE W J
ON STRUCTURAL SHEET(51 OR *2 SYR PT 50TTOM IE Lu/SP444/6/8 0 CONNECTED TO THE CONTINUOUS 2x4 SPIR 02 W/(3) WOOD*TIE BEAM-CONN5CTION ALTERNATIVES — _J —
62)THROUGH FLOOR SYSTEM TO 32"olo OR WOOD*TIs RODS 0&'0A1_ V2"0 x 4-112"EMBEDMENT WEV05 HEADERSEE$1 77Z----- ----- --- -13bl:3"NAIL-S TO F-AC:14 TRUSS < >
FOUNDATION AND ADD (1)C6147 ANCi-iPR5 QS EPDXIED ALL BOW WINDOW ENGINEERING SHEET, 7RU65 Top CHORD VERTICAL 4 0&`ola.13140 1/20 a V-011 <
FIER PLY ACROSS FLOOR THREAD$ a 32"cwta W/24xVW' JOPTION FASTEN ADJACENT "LS TO INTERMEDIATE
WASHERS OR WOOE)sTia RODS 0 BLOCKNI36 ADD(1)M$TAIS
SYSTEM(OR.WOOP-Ttei RODS 1/211OX-711 EM5ED AB.w/2`x21'xl/S" 4`o/c�.WOOPITle RODS 0 FASTFN ADJACENT KINGS KINGS AND IACK$1U/III $TRAP W(1)lod/aND *ISA (3)ROWS OF led NAILS a
CONT.TO FOUNDATION). INTERIOR.SHEARWALL5.40D AND JACKS,W(2)ROWS ROWS OF led 9 6"O.C. HEEL/END VERTICAL 'PLICS(CONT.;x4 MAY951I 8 O.C,STAG65ERED 5
WASHER AT 32"olc OR 112`0 WOODITle EITHER 24"ol*SHOT PINS Q3 14�d OF loci 0 011C.C. OF TRUSS J, OMITTED IF(1)M$TAIS IS USED (1)ROLU OF led NAIL$0 z
R=)G a (v'o/a UV 5140T PINS 9 24"o/c: WOODtTiS ROD AP.JACeNT FROM 5LOCK-TO 5LOCK 4"O.C.6TA3GE $AOUK EA PLY,
OR lrod CASE HARP5 1D la,10/4:4 CASE HARD NAOLS 0'o/a TO KING STUDS EACH SIDE ACROSS EA TRW$$) (1)ROW OF loci NAILS a(0 O.C. 1/4'OFF 4 OF 2x-.
OF OPENING 6'-0'
0A 1/16" APA OR TECO RATED STAGGERED,WITHIN 3/4'OF
7 ALL JACKS TO BOTTOM OPENINGO GREATER THAN SHEATHING LU/611191'olc ad NAILS CENTIEEnNE OF 2x4 <1
s E, SHP416/9 PER JACK__-- &'LI69 4`0 OR 3/0`0
L - 151 — 1,
FIN154 *1 .10 , ANC44ORS AT 404 OZ,OR _OCK ALL PANEL EDGES, 2 tall
6RAr,Z�i�, WTA x UWJIA 114"0 7APCON$AT 32" OZ.
OR F15ERMESW
LUATFEWROOF ALL CONC�FMTS MINIMUM TRU55-TO-2 CONNECTCRI DOUOLE TOP III!OF;WALL =It
1/2
A,' LA
BARRIER 2S00"I COMPREOIVE SEE TR.166 SCHEDULE FOR
STRENGTH 0 20 PAYS�o COTINQ(529 ON TYP3(PTL A 4 5/OTI) IV DR14WN YE5
FOOTING TO 55AR ON UNrPIOTI.AaEP SOIL TYR FOUNPATI L 00
NOTE, MASONRY 5TSMWALLMAY 513-USED IN LIEU OF MONOLITHIC FOOTIN:% INSTALL ANCHOR SOLT$ DETAILS) 2`11 5/,50
V OF POOR OfPsNINCts IN 5r:AF%N STUDS 5HEAR WALL
(IF USED)WITHIN all OF,BEARING WALL END$AND WITHIN L G 102 SPF OR SYP LAF
WALLS. SEE TYPICAL r-OkCRIETS SECTIONS FOR REINFOR�NCP AND PIMERSIONINO or FOOTING&
BUILT-UP C01-UriN 5C,4LE .3 A Cp
TE?AQITIQN6L IMEJA� WtNggTQ W9012,Tba AN9HQ91Nra P_,0_0r2 #2 SPIF OR SYP PLATE H5TS. UP TO Ib'-1 11611 n SFF OR SYP2xS
BRACING OF: TRUSS PE5LS BUILT-UP COLUMN BUILT-UP COLUM 5/15/02
MULTI-STORY -TYPICAL WALL SECTION TY!21CAL OPENING FRAMING DETAIL UN.O. PLATE HIST5. UP TO 12'-1 I/all �L FRAM iNG PLAN FOR NUMBER OF ft IE$.
@) 11 .(OV91R. Iroll TALL) AT SPEAR LUALL5 HEATHING-TO-POOT W1 MIN Od's 0 PLATE �IGTS. UP TO 20"-71" 05 No. 5TANDARD
1/2 z I I -TO-PC$T LW MIN 5d's a 40 O/C.
.0 1/2 11 a I -oil 1/211 z 16.011 �1
*TYPICAL C�2%Er_TiaNa z f2= 50PT, DETAII_�
JA�_�-T2-r�,ING 57`U�D MULTIPLE PLY POST CONNECTION&
TRUSS BOTTOM CHORD MAY TOP PLATE MAY 511 A��EMQLIES Q2EEER E251, ETC.
BE 15RACED WITi4 SITHER (1)WOODITle ROD ADJACENT TO STUD POST IF PORCH BEAM 15 NOTCHED TO ALLOW PORCH 1/2 1
THE Ix4 METHOD OR THE CONVENTIONAL LUMBER(2xa,2xIo,2xI2,ETC4 (1)WOOO-TIS ROD 5EAM TO 15E LET IN TO, \�\ " "���
BLOCKING METHOD. EITHER ADJACENT TO EAC-4 SIDE Or POST F PORCH BEAM IS \A
ROOF SHEA $UPPORTEP EDGE METHOD 15 ADE=A7S AND ' WALL PROVIDED 114AT (1) 0\ `_CF, A
ENGINEERED LUMBER(L51-,LVL,P6L,BTC�) 2x4 02 6FF POST 16 APIPPED
F OF PORCH LL
RAIL.INa PER PLAN DOES NOT VEPMI ON THE DETAIL TO W,9 FOLLOWED AT A The WOOD*7Fe,4nchor�ng RodS�ntem consist of-vertically oriented 1/2,diameter,A307 threaded steel rods
OVER14ANIil DIMENSION. eras TRUSS ENGINEERING FOR MAX TO ZAC14 GIVE
BEAM TO SUPPORT TOP E. LOCATIONS,WHERF-9 EXTERIOR WALL nc w than e go
ola SPACING OF 51RACING-61ES PORCH BEAM MAY BE NOTCHED I RUNS BETWEEN TO PARALLEL TRU6SES] to the foundation via an embedniera of not less than 4-1/4"into 2,500ps!co, xeto i d
NO.2 SYR 2x CONT.To TRU60 9 14,126'51 FOR ADDITIONAL, TRU93 IN ADDITION,(1)WOOO,TJs distance of2"(311 when Zx6 framing is used)and secured with Simpson AT Acrylic-Tic two-part epoxy,or
TOP PLATE LLV.I.3I;K3` AROUND TOP FII.ATO PROVIDED zz:,
11 1/4" MAX - MATC44 BRACING INFORMATION. ROO SHOULD 155 INSTALLED othertwo-padepoxy with equal or higher allowable tension loads for the identical application two-part epoxy,
50TTOM CHORD OF TRL155 EPOS NAILINC*SPACING OF THE TOTAL DEPTH OF THE 151!AM 15 ROOrYFLOOR Z_e
0, TO EACH 61PE OF Popo-_4 The rods,a single,continuous rod or rod segments coupled together,culminate directly above the top plate
(UP TO A 2XI2) 6HIZARWALL 5HEATHINCk %-1/4"UNLESS NOTED ON THE TRUSSES 2
5SIAM ANP(1)MsTA24 with a Px311x I 0ga or 1/81 tl�iiok steel washer and out where it secures the plates against vertical movement =1
(EITHER 6`0/c OR 3"01r,). STRIUCTURAL SHEET SL SHOULD 15F ATTACHED TO The nut should be tightened until the washer shows the slightest example ofd1cfounation(about 25 lb*Rof
) Ps OF TOP E
Ix4 GYP CONT DRAcING torque). At exterior walls,one WOOD'Irie rod should be installed at each comerpost-on the side ofthe post T4-1 e7..
SHEATH TRUSS CLOSEST TO OR w/(2)led TO F-A TRU50, E�NTERFEIP THE JOINT. 2X4 02 SPF with the overlapping upper-mo8t top plate-and at not niore than six feet on center there a0=7 .Openings
INTERIOR WALL U.111116"A.P.A.OR DO NOT Sftlr-E - OVERLAP
TECO RATED SHEATHING Li/91d 0 JOINTS mIN.(2)TRIJ66ES LEPC7F_R wl greater than six feet in length should have ono WOOD*77e red placed at each side ofthe opening,At interior TO()
0 r-AT ALL r=PC25S AND 12"O.C.IN (4).131 X 3" walls,one WOOD*Tie rod should be installed at each comerpost;-ori the side ofthe post wilai tbo "5. .............
THE FIELD - BLOCK ALL E NAIL POST To TO 15_4� Overlapping upper-most too plate-and 9 not more than fmlr feet on center thureaffi� Additionally,ifno
DGES VINYL SOFf'IT INTER$ECTING
(MATCH NAIL PATTERN SPECIFIED PORCH HEAPER
I other hold-down is present,a WOOD*Pe rod should be placed at each end ofe�tch shoar-wall se1I;iuwt ifthe
FOR SkTN'G 2 SW eEL.Ow). 6WI AND Arlx L 2x4 02 51�P TOP e W/fl;ROW OF TRUSS end oftbe seginviit does not coincide with a corwroropening, For two-story walls,walls over 111 high,or
64 WALLS ONLY. 3/9"ARA PORCH BE .131x3l NAILS 10 24 MEMBER - certain other applications when a single,continuous threaded rod can't be used,a couplzrshould be LuIed to
EDGE OF 2x NEED NOT BE SHTN'G w/6" SEE O/C. use UA4F-N
FLUSH UY EDGE OF TOP a. PASTEN 6OFMT To 0/0 rod 5TftCTUIRA� BOTTOM NAILS 0 join two or morQ pieces ofrod togcther to create a continvos path filoin top plate to fiziundadon.The coupIct
2X r-AeCIA OR R N4 NAILER w/(2)led should be low-carbon stool with a cross-sertional area ofnot less than,20 squwc inches,ideally 11/40 long X
MTL FASCIA THRU. MAX TRUSS OR 11/16",Each rod should bothreaded not lessthan'/V into tile coupler and the two rQdssliould mak,:Qontactat
SOFFIT TO 2x op FASTER CHANNEL TO FRAMING, FA&--IA HE IGPTS ON LEDGER or near the imddic oftlie,rouplGr and be tightened so as to prevent the movement oftlic couplet or cithcr
is r:A 16"01C STUD NAILER 4 2X MINIMUM SIZE. SEE 1:lET.All-A/13 FOR STUD D IFFE RENT EACH
OR ad TO Ix4 SHEET 61 FOR CHORP5 ON
FASCIA w/ SIDING OR MASO1,LARY'vSNEER w/ 41`1 , SIZIE/SFACING Rr;QU1RFMSKT_-, OPPOSITE TO threaded rod.
APPI/10 NET AFRVP FASTENERS MAX a 40 o1c. 'sIET O.P. SIPES OF 5LOCKiwa At exterior walls,APA orTECO rated sheathing,or5ll6*ffardl-Panol should be applied to Clio side ofthe
FA$T5NEFRA 0 WALL. wall.At additional row of8d nails(6d with Hardi-Panel)should be placed at 61,o/c into the top plate
SHEARWALL.(SHEATHING 4 MAX(go O/C:L OVERH NG DETAIL FOR (3) 131.X3" assembly in addition to any other nailing specified for securing the sheathing to the flame.
CONNECTORS PER PLAN�� TOENAILS 10
OVIERJPAN�26 OVER 1611 NET Atextoriorwail applications where the 1frOODITicAnchoeing Rods are used to a)resist roof uplifts,b)resist
F_!QRCI4 C:LNG NOTE OTUP POST - ipIV 2x4 02 OFF POST overturning metratenti,c)resist Lateral wind loading(perpendicular to the wall),and d)distribute shear-wall
gVERHANCS SHEATH PORCH CLN'G(S)w/ Ix4 1; 5FF I 15LCCKING TO loads(parallel to the wall),additional intermediate shear Cormectors arc require(L 1bg intermcdiate shear
316"APA- RATED SHEATHING PER FLY OF PORCH1515AM FOR BLOC<NG a TOP PLATE
A�na TO 164, ET W/&`/12"0/0(9d OR ad NAILS. CONVENTIONAL LUMBER 2pl�44 241 O/C. OF EXTERI OR Pormcctors may be either VI diameter X 41/4"embedment tbreadedlepoxied rods orI/?diamcterX4II
5LOCIK ALL L EDC-ES #2 SFF POST PER PLY Of`PORCH embedment Powers Fasteners Blue-Tip Wedge-Bolts,located at or near trilid-points between WOOD*77e
52AM FOR ENGINEERED LUM15EIR. EXTERIOR Anchuring4ods,but inno cisc morc awn4g"fromarly wo anchor combitiatiorts;or 1/4"dianiowrx II/$"
WALL cnibedmentTapCon anchors or.163"(orlarger)diantelter X U/2"embedmentpowce-actuated fasteners,
NOTE- CONTINUOUS WOOD 5R,4CING located atotnearthird-points between WOOD*TicAnOwring RoIT,but in no case raore than 32"trom any
THIS INTERIOR SHEAR WALL DETAIL 16 INTENDED FOR U69 IN AREAS WHER3 THE two anchor combinations.
SHEAR WALL RUNS PARALLE�.TO THE TRUSSES, THIS IS AN ALTERNATIVE TO Ateach side ofthe shooplatojoint,any one ofthe four intermediate shearconaectors outlined in the
CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF PECK. lo� I?THE HOUSE 15 TIED DOWN USING preQedhispatagtaph maybousedto securethoplate and prevent horizontal movement'Tho sbQe-platojoint
fastener should be located within 61 of thajoint. -7
FOECP 5EAM TO 5TUD CONVENTIONAL 5TRAPPJN(3,RZFER TIRU66 BLOCKING MEMEWE�01
TO THE 51 STnCTURAL SHEET FOR The typical maximum allowable tension 1o4d lbr each unit is 3,675#U Interior locations and 2,943#at
exterior locations,wben installed as designed, )Nlion a 311 edge distance is used with 2N6 framiog,the typ
ALTEFz�NATE INTERIOR SPEARWALL FfRAMING TRUS5 BRACING 4 OVESPANG ALTERNATIVES k 5TI WALL DETAIL PORCH 15EAM CONNECTION DETAIL ical
1/411 It-oll 1/211 2 1 0-011 DETAILS. 1/211 V-00 maximum allowable tension load for each unit may be increased to 3,499#at exterior locations.
a WASHI
INC.
—OF
WO
'-424�!P/r_
i:R11JAY /E2-
, '2� L ---- , __�d---
ILI`I,>__
D L
7 f� 4- W 14th -St
THIS DOCUMENT 15 AN
6TRUCTURAL GENERAL NOTES IN5TRUMENT OF
ENGIN;=ER16 6F-Rvics
FOR OTHERS FOR CON-
STOP LATH AND SSE 6TI FOR VERTICAL WALL CONNECTION. STRUCTION OF PROJECT
STOP I.AT14 AND STUCCO CORNE 4" CONC $LAD W/ &X(PX10110 UALF A$ TITLED 5ELOW.
2001 FLORIDA 5UILDiNG COPE (Fl5c.) 144 CONC $LAD W1 6x$Xlo�o WWF BEAD J" BELOW OVER 6 MIL VAPOR BARRIER OVER INFORMATION 1:�ERIVF-r->
5TI FOR VERTICAL WALL CONNECTION, FINISHED FLOOFk-\
OVER& MIL VAPOR BARRIER OVER SLOPS 3/4" X 12' STUCCO COFJ�ER CLEAR WELL COMPACTED, TREATED FILL FROM THIS INSTRUMENT
CLEAN, WELL COMPACTED, TREATIEP FILL EXP. JOINT I AT GARAGE DOOR 15SAD I0 MELOUJ 4u CONr, 6LAD W11 &><,&xIo1Io w(LIF MAY 5F- USED CAN NOT aE USED FOR
Iscil NO$ FINISHED FLOOR-\ OVER ro MIL VAPOR BARRIER OVER AS BRICK LEDG OTHER WORKS UNLE66
VARMS -LEAN, LL COMPACTEP, TRZATECi`FILL AUTHORIZED 5Y THE
4 CONC SLA5 W/fvXepXI01l0 WL�F SLOPS ELI (1)04 REMAR CONT. HEADER COURSE ENGINIEF-R WITHOUT
-----------
�C LU SLOPE eRACI� -M i 41-1
GENERAL OVER 6 IMIL VAPOR BARRIER OVER <0 GRADE I DIMENSION$ ARE INFRIWSEMENT OF LEGAL
A1TE0 L
CLEAN,WELL COMPACTED, TRE FILL Lm I K.r.>15 T,4Nq rz's
A�C>8912(1 is Void after two years from original date of 'issue, unless updated to acceptable codes and practices at that time. 11��=HIID 1111- , . 0 1 5TO
-7-T- clMENSIONS ARE
CIA
.hitectwral plan, NotifV engineer immedlatalV if dis.oropsnciez are found between plan,&. CLEAN COMPACTEC> I
9LDO not scale. Uwe c:;iimensiora From the arc 2 STORY
-ILL
0. 1 STORY W1 2 OR LESS COURSE$,
C-All details shall be in accordance with instructions from manufacturer or designer. ......L SANr> F I-V
M All temporarV shoring shall be the responsibility of the contractor, 2/*4 CONT. - I-STORY POUR STEMWALL SOLID OR 1.16M 0'40" FTNes
CONT.- I-STORY VAPOR BARRIER
(2)-, OR (3)-4
(TYP.VERTICAL REINFORCEMENTh 04 DOWELS
FOUNPATION. 0 CORNER$ ,, 40!'o/a TWEREAFTER - BEND
STORY ALL DOWELS o TOP4 f5OTTOM,F-Mf��F-P
W/ f5glpi<
4 C:<)NT, MINIMUM &�' INTO FOOTING /12" INTOISLA5
A-Thia, desigan J1a$ Ipee4j c-ompjate,.�l in with Pertinent stanciarc* nocc>mmeric;ieci davian soil pararnwts�rs, ancl accapted
L ff -MLLIALL HF-IGH (GROUT ALI- CrELLS LLV R�INFORCFEMENT,)
arics i* Ipa"cl 4;�n the lz>ast rnrcwmattc-n avanah:�Ia at ths timo or coiripi's�tiom The C�d�rsfen To friteric;;Iect MA>C laTf=
to minimize differential movement rerivitirg from the heaving of expansive soil or settling of subsurface soils. It must be recognized W10 BRICK 12"WIDE W e2?4 CONT. COURSES'WALLS > (C7� all 19 FQQTINa�21Z
that foundation components will wnderi8o movement, Any subsequent owners shall i:�s appraised of the soil condition and advised to LLV eijklrX 20*WIPS(INCLUDING LEDG?,)W/(3�04 COURSE$ HIGA REQUIRE W10 BRICK 16"xW W/(2)04 CONT,
maintain good practices in the Future with re!84rd to surface and subsurface drainage, framing of partitions above floor slabs, and TUFNE�:) DOWN EDGE 2 SMRY i APOITIONAL ANALYSI$ 4 W/BRICK 20"xW W/(3)04 OR(2,,S CORT.
W10 BRICK 164=9 LW(2,*4 OR e2/S CORT. RE INFOFZICEMENT. Lo-I;Z-y-
Finish work. above the floor a�abs, &tc, W/BfitICK 24"WIr.>E1(INCLUp INO LEDGE)WV(4)04 OR(3,45 CK 20"xiOl'W/e.S�14.OR(2)15 CONT.
Das' len has been based on a non-expansive soil with an allowable soil bearing capacity of 24"p6r. Active EFPz �o pcf (level backslope�,' W1 BRICK 241'xI09 W/(04 OR(3)w�CONT.
'I
w/o BP
C.5ackfill adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchored to the Floor TYPICAL f OUND,4TIGN DETAIL TYPICAL FOUNC)ATION r,)ETAIL
rp�stsm above or adequately braced to prevent damage to the walL 0
D.RefOr to the GeotechnIcal Engineer's report for all soil requirements for this site,
F-All foundatfort pads shall be formed to proper dimensions as Indicated on the drawines and centered on column or wall.
-orinections are critical to foundation performance. These Items 4" CONC $LA5 UJ/ 6XroXIV1I0 LULLF
F,The location or Foundation jogs, steps and top of wall elevations and c SEE STI FOR VERTICAL WALL CONNECTIOI�L
are shown on the plans but may change during the actual construction. As a result, this design can not address proper foundation OVER 6 MiL VAPOR BARRIER OVER 1/2
configuration unld6r, stated specifically on the drawings, CLEAR WELL COMPACTED, TERMITE 4" CONC 6LA5 W1 &X6XI0A0 WUX- I I MAX, 2 COURSES
TREATED FILL OVER & MIL VAPOR 5ARRIER OVER Fj� 1/2" LUIDE CONC. SILL TOP AT MAIN ABOVE $LA5 LEVEL, SEE 5TI FOR VERTICAL
CLEAR WELL COMPACTED, TREATE FILL STOP LATH AND 6LA5 LEVEL, TOP TO GARAGF- FLOOR LUALL CONNECTION.
= \1\ .- 0 STUCCO CORNER VARIESt MAX 5 1/2" (HEIGHTS EXCEEDING (t)*4 CONT. IN SOLID GROUTED Builders
CaNaRET9 1:." '''.I- -' I.: .
E. 77 5EAD 14 5ELOW WIDTW 1 SO ADDITIONAL ANALYSIS) U-5LOCK COURSE
VARIES -------- R TYPICAL 5LAD FirstSource
FINISHED FLOO 4" CONC
A.Petall reinforcement 'in accordance with ACI 315-50 (Revised llzaa), Detailing Manual. Minimum concrete cover for reinforcement $LA5 W/6xCxl0A0 wup
shall be as follows. OVER 6 MIL VAPOR BARRIER OVER OfJacksonville
Ilu 1- -111 CLEM,W I-IL COMPACTED, TREATED PILL TYP. VERT.
\4 A
1) Concrete castaeairist earth 31, t'11 lot I
M'IL VAPOR BARRIER RE INF,
2)Formed concrets expo,"d to earth or weather 1-1/21 EEI I I I�EiEl I I I SLOPS -= DesignCenter,1no.
GRADE
3) IntSrIor sfal:*, walls 3/41' ]T�-H
H I ILI I CLEAN COMPACTED YFICAL FOOTING - I/ST2 FOR
&t1lirilmum compressive design strength of ....... 550 Roosevelt 51vd
concrete used For foundations and slabs 6ha I I be 2bW por 26 da�s.
SAND FILL 61ZE/iREINFORC-EMENT
Jacksonville, Florida
C,Reinforcing steel shall conform to ASTMI A6 l5p, Qr4 do 40.
2ectfons. Matching correir bars shall be used. 32244
0.Longitudinal reinforcine in walls and footln�3s shall be continuous at cormers and Interr
Mtmlmum lap of.reinforcina shall bo 40 bar aTamotors, but not less than 20".
reinforcing detailing and placing, cUrIng, TYPICAL FOUNDATION Tel
FL All concrete operations, Including but not Ilmited to mix design,mixine, tramsporting, plac
HIM
and testing shall be done in accordance with the raqviremonts and application OF ACI 301-&4 (&5�, "SpecifIcations for Structural Concrete','. STEP DOWN IMENSIONS AREI
wgopa TURNED DOWN EDGE PIN,DISTANC,=C.
A.Framing l'umber
ohall be as Follows or inetter. _�OUNDA��ICN AT GARAGE 2 FOUNDATION AT r-;;,4R,4GE
2 x Rafters/Meame/Joists 02 S-1rP Ilal". M.C�
I-JoIsts Frovicied by TrusJolt6t, or equivalent.
EnQlriesred 15sairs Provided bV Tru6.1o!6t, or ecivivalent, 411 CONC 61-AlB W/ &><j'pxI0/Io UUp
Plate$ '12 6YP I'b% M.C� OVER & MIL VAPOR BARRIER OVER
Stud$ *2 6PF lb7o MC. - T�pical - Unless Noted Otherwise CLEAN, WELL. COMPACTED, TERMITE HEAPER 5LOCK OR OVERLAP 6LAZ
TREATED FILL RECESS SLAB 3/41' FOR
Stud GradeSPF IV6 M.C. (2x4 up to W-1 1/6", onestorg resIderice onIq except partially w�--Iosed structures) L FORMED 4 CAST 0 11/21, THRESHOLD
95,All nails shall be t�pe "CamwwnO unless noted otherwise, options to using common riail& arcs a& Follows$ STEEP E�OLUN 1-1/21, r)IzPTW z STUD 411/4" (FROM
Gun Nails RECE66 $LAS 3/4" FOR $Gl::) OUT51DE FACE OF BLOCK) ......
ad-0.0c�V'4 114" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by t/3, LIE,; ad v becomes VARIES A 77
It 1. , 411 CONC $LAB W,/ &X&XI0110 Wi,�F ------------
.01�ss"4 1/4" -4 4"/&"o/c,) LA I:=I I I I= OVER MIL VAPOR 5ARRIER OVER
CLE�4,1� LL COMPACTED, TREATED FILL TYP.5LA13
C-Where not otherwise shown on plans, all milling or -4r-rswirio shall be as indicated in the current Florida l5t4lldirg Code, ASCE
and/or 1131211 NDS
Tr=-=
7�7-T
T—
CLMStal connectors to be provided by SIMPSON. Alternate connectors w/ squivalwt or higher allowable loads may be used in 1-tau of
referenced above. All sheathine must be railed or screwed 4 adhesives SHALL NOT be used in place of naihn!�. E-:1 I I NO I 14 111 111 11 ff-
E 'Til YPICAL FOOTING CLEAN COMPACTED YPICAI.- FOOTING - SEE L/ST2 FOR
eciflqo components.
sp -1 1 1�- 5,AND F ILL
CONT. - I-$TORY z:: SEE VaT2 61ZE/REINFORCEMEN
F
F-AI.1 exterior walls to be sheathed with min. 1/16, 0.6.D. With ad 0 6" O.C. along panel edges, 12" o.c. in field (6" with partially enclosed 711114111 OR SIZE/
OR (3)04 CONT.FOR H REINFORCEMENT I I
�7
structures), except as noted on Structural plan. ..roRy <
TYPICAL FOUNDATION
G-All permanent bracing of trusses with continuous lateral brzce� shall be diagorialIq 6,rac&d per H15-'51 spacea not more than 16 feet o'c. and,
TO
F-Eneirisered componsts (trusses, I-joist, etc.) shall be 'installed per manufacturers s' direct'as,
not more than 4' From end of continuous lateral brace.
12 5TORY)
IIN 11
STEE�
A-Detall, fabricate, and erect steel accordfrig to A15C 12 INT.ERIOR 5EARING
Z:� ( ) FOUND- AT S.G.D. -OUND. AT SG.D,
'leper-IfIcation for the Oes7en, Fabrication, and Erection of 5tructural Steel 5ulldlnes", czth edition. "" TEMWALL STEP C:)OWN F
&5trwctural stleel'shall i;>0% - I (�j -A
Except as t>oi,ow ASiTM A36 -Z LL
Ffps A5TP1 A63, %ps E or 5,Gr, 5 411 CONC OLAD W1 &X&XIC110 WWF
Tubs A5TM A500 MARBLE SILL OVER& MIL VAPOR 5ARRIER OVER HOLD WDF;-' 5L<
C,All bolts shall be A�01 unless notect otherwise. CLEAN,UJFLL COMPACTED, TERMITE TO OUTSIDE
co,All weldingshall I:>& i:�� a certified welder. 501 MAY VARY TREATED FILl-' 1.1/2 1. TYR 6L,4P LL
MAf2qNJR ($Elff- FOUNDATION TILE —HAND TOOL ALL CONTROL JOINT
TOOL I" DEEP WHILE CONCRETE 40 r4c SL-.415 W/&X&><10/10 W�Lp
A�Coricreto black.shall have a minimum coffikessiva strength, F'm of 15" Masonry shall be laid up using type 6 mortar only. PLAN) 16 WORKA51-S OVER & M11- VAPOR 5ARRIER OVER C,
I I FCLEAN, W LL COMPACTED, TREATED FILL I=-I I I 1=:�I I I I=-- >
drItact with earthshail bs !arovtsd full. Grout shall have a minimum compressive strength of 30"psf, r -1111
5-All concrete maso" operatlorie�, shall lt�s done In accordance with the provisions ol" the latest applicable,recommendations or the :74— ell I�EU V z
ACI Manual or Standard Practice. 7r
Ci.-Lap all vertical reinforcing a minimvm or 20". ---7- 1 =
TYPICAL FOOTING - SEE I/ST2
0-Provide i�6rizontal joint relinforcinQ at 16" o.c. verticall�. Rainforcingwire5hall conform toASTMAa2andASTMAI&1 TYPE304.
= 1- 11111- - -111 V
TYF1ICAL FOUNDATION
IN
SUNKEN 5�40WER DETAIL
CONTROL JOINT
4 FOUNF,)., AT DOOR 5ILL
PRAWN 5'4M'RW
CHECKED LAP
STANDARD FOUNDATION DETAIL 5 5CALE NOTED
DATE 1/11/02
10 AIR SPACE NO. $TANDARD
FLASHING MUST PASS THROUGH X 2'-0" OVER TRU66 DETAIL$
BRICK vENEEP. * A LEVEL BELOW F a`xa' CPASE IN
7
EXTEND FLASHING BELOW$140E PLATE CONC.DLOCK STEM
SLOPE ---------- 1=1 I UJALL.
GROUT 6 M--=-TT 7-
EXTERIOR WALLS HAVE THE EXTERIOR METAL OR rLA$TIC GRADE
Founda t1on Not(94; SHEATHING FLUSP WITW THE FCUNDATION.
4"'k
PULL ALL INTERIOR WALl- DIMENVON5 ePOLY)F ASAIW-X 117771 AROUND PIPE
FROM OUTER EDGE SLAB, WEEP HOLES 0 4611 01/rC GROUT 50LID
Wooci vertical conetructfori 4 CLEAN COMPACTED FAROUND PIPE
3/4" (NOM
SAND FILL
STUCCO OVER LATH 4 PAPER
am MIR - EEF,
if
shown atop Foundation 1/4" GAP 5ETLLEEN SHEATHING 4 CONCRETE FOOfING Q CHA TYPICAL FOUNDATION TYPICAL FOOTING - SEE 1/$T2
LOCATION AS REQ�D TO Q
% 4 FOR $1 ZE/RE iNFoRcEmEN r
PROVIDE PROPER Tg FT
DEPTW.
detaila For clarlt�. Wood fil '1 11
TUCCO $TOP GRADE -00TING
90Q ...........
cmu, icF or other etructura I I- LIGHT COAT MA$ONRY "DIRF-66ING" TO Fil-L. FILL VOID 6ETWEENN BRII UTILITY G-HABE I
5LOC< VOIDS ANV/0R PONF-YCOM55 UTILITY CHASE
VENEER 4 FOUNDATION
verti c WALL W/MORTAR OR
,al con5truction GROUT,FILL SOLIP FROM
FOOTINCt TO UNC>EP,$Iz�a or-
<acceptable 5ee 5T] For FLASHING 4 FLANI
5TUCCO DETAIL BRICK DETAIL
MONO STEM WALL FOUNDATION DETAILS 6HEET
LITHIC: FOUNDATION oETAILS
THE5E DETAIL5 ARE INTERCHANGEABLE LUITH THE THE5E DETAIL$ ARE INTERCHANGEAeLE WITP THE
STUCCO ADDENDUM BRICK ADDEN'DUM STEM LUALLS FOUNDATION DETAIL5. MONOLITHIC FOUNPATION DETAILS 2
OF
-`1 rF,
CTED, T11EATE I
ONf.---
4-"C