Begonia Street 708 GENERAL PLAN NOTES:
LEGEND 4ND FRAMING NO 5: c%4
1. FASTEN ALL MULTI-FLY STUD COLUMNS UNDER
INTERIOR BEARING WALL BEAMS/GIRDER$ WJ (2) ROWS IOCI COMMONG 8' O.C.
STAGGERED
2, ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY
USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY (P
�A
HEADER FRAMING SYSTEMS ARE THE RESPONSIBILITY OF THE CONTP CTOR AND
ARE TO BE DESIGNED AND DETAILED BY OTHER
1(2)2 x0-1/2 HEADER/15EAM CALL-OUT 3. ALL METAL CONNECTORS SPECIFIED ON PLAIN ARE IN
I C4 . 11 -_
.0% J#% NUMBER, OF KING STUDS FEACP SIDF= OF OPENING ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED N
NUI-1 SIDE OF OPENING 5w 5w 5w 5w IN FLORIDA 5UILDIW_z CODE TABLE 2306.1 cq
5ER OF JACK STUDS EACH
SIZE OF HEADER MATERIAL (NO. 2 SYP) NOTE NOTE do NOTE ev NOTE 1& 4. FOR PERMANENT BRACING REQUIREMENTS OF J
LIL
NUIM15ER OF FL.IES IN HEADER PRE-ENGINEERED ROCIF TRUSSES, SEE DETAIL %
- ALL HEADER JACKS AND KIW55 SHALL BE FASTENED TO ftj
EACH OTHER WITH (5)12,d COMMON. 5. FASTEN 1/161 055 TO FRAMING WITH ek;I COMMON5 AT 3- ON
(2)2 x(o-1/2 (2)2 x (2)2x EDGE, 120 IN FIELD. DOUBLE STUD AT EACH END OF
•WINDOW OPENINGS 4- AND GREATER REQUIRE 1/20 ANCHOR 5OLTS SHEAI;21UALL. PLACE HTT22 AT EACH END OF SHEAf;UALL. > LL
OR REDHEA05 W1 1-1/2' DIA WASHERS AT 40' (MAX) ON CENTER AL$O 6EE 'INTERIOR SHEARUJALL DETAIL,' 6WEET 6T-3 FOR z
UNDER WINDOW CONNECTING 15OTTOM PLATE TO 5LA5. TIE-IN TO ADJACENT TRUS5ES.
IDOU15LE STUD 15ELOW TRUSS T16. DOUBLE STUD 15ELOW TRUSS T16.
• IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD TWOS TO STUDS W/M WTO20. TRAM TO STUDS 11110) HTS20. 6. DOUBLE STUD AT EACH END OF SHEARLUALL WITH (2) SPI44 AT
TOP ANP 50TTOM PLATE. 1/2'XI2' EM13SID ANCHOR IBOLT WITH 2' >
a (UNO) - UNI-1166 NOTED OTHEPtWISE ON PLAN 6TU06 TO 66AID W/WTV6, &TU06 TO 166" W/HTT16, SGIIIJAIIIIIIIIIIII WA&HOR6 WITHIN 3' OF ONO 111TWO6.
, EOR - ENGINEER OF RECORD
, ALL MULTI FLY STUD GROUPS TO HAVE 126 COMMON tv 5' O-C,
5ETWEEN FLIES uj
5/16" HARDIPANEL VERTICAL SIDING FASTENED
5T DIRECTLY TO EXTERIOR WALL FRAMING Wlrod
FIRST LEVEL: 2x4 NO.2 6FF STUDS AT 12' O.C. (UNO) 14EADEFZS NOT
REQUIRED AT 15AY COMMON 013 x 2*) SPACED ro' ON EDGE AND rom
WINDOW. DOU15LE IN FIELD IS ACCEPT,45LE 5U56TITUTION FOR
STUD EACH END OF 065 ON ALL EXTERIOR WALLS, INCLU51vE OF
EACH OPENIWs. SHEARWALL5.
E
JORE56URff TREATEP-LUM5ER
pF;MSEFRvATIVE STEEL COATING
A= 4 CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC (2)2x&-1/2 0
NON-DOT COATED FINISH. ALL- FASTENERS MUST 5E HOT DIPPED (2)2x10-2/
5ORATE CzALVANIZED. 01
SODIUM 5TANDARD FIN15H 15 ACCEPTA5LE (UNO)
50RATE
ACZA NOT RECOMMENDED- STAINLESS CONNECTORS AND
F=A57ENER5 REQUIRED.
4qt
ES I r-:;N G�,FR I T E R 1 A AN D L 0 A ED 5
Building Cod
2004 Florida 5uI[ldInQ Code 11--
code r i Loads 1�_ (2)2x 1jj
or Degign 4
ANSI/ASCE 1-0�
(L (L
ROOF LOADI (cd 1.25) sw
TOP CHORD LOAD 20 per NOTE 5
z 10
TOP CHORD DEAD LOAD i per Lu W
50TTOM CHORD LIVE LOAD 10 per 4� PORCH BEAN TO STUDS: 0. 4 . 0
14 (2,MSTA24 W/(20)10d L) Z w
1 W 0 W L 4 Z
50TTOM CHORD PEAP LOAD 5 per Z ruvi- 0 WD
513 z u oj- I
W U N L
L ZW921jzza
(Cd= 1400) NOTCH TOP OF PORCH BEAM 3' FOR W 4 r W W - om <ft < mwI1.
UJIND LOADI t m > 0 i t 2 1 1
ASCE -1-02, 36 GUST 15EAM PKT CONNECTION AT WALL. 0 L W a W j 0 0 JK
TOP OF BEAM ELEVATION EQUALS 0 Is IK 1: >. W
Is
5,451C UJIND SPEED 120 mph (2)2 xro-1/2 TOP OF TOP PLT ELEVATION. 31-,20 0 0: W I- W j 0
W
EXf*O!6URE CATEGORY ZLR< gqrW !6j_ iWW
(V. W_ -MINIMUM 5EARIW_% REQUIRED IN WALL. <w � L
IMPORTANCE FACTOR 1.0 x - mc] W r I I M 0 z
13 -4 -j 1 w P P& z w 4 IL
'J 13
ATEGORY z
BUILDING C _j 1) ri z L A. 0
tIL m Lzgb. - Qxj504w.
ENCL06URE CLASSIFICATION PARTIALLY ENCL %kw 0 0: W W1 00 W 3 W
SEE *TYPICAL PORCH z (D < lzuuzwwzmo <lw
INTERNAL PRE6,4.-:_:�URE COEFF w Z < Wool- 2 - 1koz
M x
C4C DESIGN PR.'ESSURE5 (see table 1) Sl�-EATWING DETAIL.8 i3oV, 6 , < I_ wm_ wrq
er Wwz Lj
_.j w w1rciz 11- summ - ww
(L ZW WL z In I- Z
X >- 140� 3z3tom < w
I -
Boaz >- 21111-wtamizz
31
16 LOCATED IN THE WIND 15ORN ox x I _ Wm w1mlabu
THIS STRUCTURE 0- WED OW016IJ Wr I:
DEOR15 REGION AND HAS 5EEN DE51GNED AS A � 1- jzpj_ -
"'* Zr � 3ZZ5oLPj
PARTIALLY ENCLO5ED STRUCTURE. AS SUCH Z04i diol wozi
5w ow z 3: 1- -1 1-- 3: z 0
THE GYF6UM CEILING MAY NOT 5E USED A6 ro-1/2 NOTE 5
TRUSS 150TTOM C:HOR0 [BRACING. REFER TO
TRUSS DESIGN DRAWINGS FOR 5RACING: d) w-
LOCATIONS. ACCEPTA5LE METHODS INCLUDE
Ix4 6PF RAT-RUNS WI(2) 10d COMMON IN EACH Lu 1w 0 &T - 2
TRUSS OR 51MP&OR T6e2-24 W/(2) 10cIA-1/2" IN -1 Structura I
EACH TRUSS. (NOT APPLICA5LE FOR PORCH U-
CEILINGS.) Plans
�Z;NO.j
AT120105
TA5LE I COMPONENT AND 5e!@Onia Street
LOr NO.s
4
Interior Zone End ZeWk!3
.261ematioti Lu
(per) (per)
Wina Area x FLOOR PLANi
0 - 20 sq.ft. +45 -51 +4a -ro 0 LL1 1455
CL
21 - 50 sq.ft. +46 -4:B +46 -51 q
x DAE
51 - 100 sq.ft. +43 -40 +43 -52 REVIEWEDi
T02. T"S TO MOS W/(2)
DOUBLE STUD BELOW TRUSS DOUBLE STUD BELOW TRUSS mGK
101 - 200 6q.ft. +42 -45 +42 -49 T02. TRUSS TO STUDS W/M FASTEN EACH JACK STUD TO
HTS20. STUDS TO SLAIS W/HTTI6. REVISIONS PAM
HTS20. STUDS TO SLA15 WA4TTI( HEADER WITH MSTA24 W10SAOd
LIJ REV18ED UPLFT
101
00"MM
(2)2xro-1/2 (2)2xl2-2/4
61 uj
FF
STHD 14
MET EMISED) z
ew 6w
NOTE (P NOTE ro
U-
FILE COPY,
z
�'N�91SIP ZONF=
DENGNATION S .1 uj
32 FT
Ist LEVEL STRUCTURAL 5�4EAFRWALL FLAN 1 /4 11 1 1 . 0 11 x
JEFFREY N m 03 On Nq F I-
P.E. No. 58544
6/2113/136
3,-�3
74
Wi�
GENERAL NOTES
A 4rXVO"" MP14 A6WO40040*40
Al e. AdP Or o4trl J?e ACW xr
szo s
fp
-SIDE ELEV*
LEF
si peqb)
It
lit:
lbv
sz
10
%
>
out
7
_7 10'
07 Ttwz Wo .404ow O'Aoo e'al On*so
upicrilz lsopct- j,--eA0 40J 00 Aoo-7-
00of 0
41 oo
Aof
L
A_
SMOAK
40
RIGHT SIDE ELEV, 00"l 0
.0 .00
VarAo74 r A P r
Alc elvarw-aw.4sar
*Wwrw e. emm r wov 0 &0 4 04 M 0,0 /0 V
A19
r SWA
1*0 4 AW oP /A e
rot." ,
1p
X4 *flP
VA -0*vAr
4
_j
dr
Lie/ ui
N
C
4:
3(<D SM,
/0 il AA,
CE
REAR ELEV, (juz
SCACF.)
FOUNDATION PLAN
F-W
IF I I
e"
i o",
7 Kr,
V 4, 444
K4
jr.4 4 A s x sw-owt%e.0 1
711
y yj
Z x# raw& /Vej.
ov a rm dpw '00q df4p
s'.y. P.
00V oem eoo'a JVAV tvapay.4 ow 41 s&w-
Aw r�.w so A�w Ir &10 -Ve-0 ViVAr V141 4* jV4 AV&*Ar.
10--ce
IF
do
ex 4 14
Mow
It
-PIP K*JU?AAlf-rL 15FI.PlAoI04,)
'711 L(p 0
STUMO 0
VIA00. XlArRAOA
01
mow
o4 44 JFX 7-WArW40A c A1#4VV4ArP AJ
Ito
jq ey
A 44 444 vtq e.1 p y
5 6 olw d r*qx-WA wo
Vie ier",
Woo* 49.4 1 4r
41 W0,400 Id.If rMl C 40*Ao C- SIC#90 ta/A CX 6- 0 Ar
ew se ew,4t Ott 09:0 400A 0/,)( Aow a oy*A Ato 3z 0 IC 0 7.V,4 V X ON OA 2 XC Jr*10*044 rif
ju
101.6 9 1(
04A A dldp*4. O&OPA C4 0#94.o SAA-0 Alc
T�l
to#A 4. -- - 0. % i. # - - -
JF 6 1
FP %
ft � " �f mow-.
0 641
"00
r
AW 00
too
4, 6
0 41
04400400 weov" AA OW&L
jo-,
OeA.A*
X001 dlf!wC 4COAL.V4KA
TYPICAL WALL SECTION
4: Ile V PA
00r4rter 70
law
. ...........
..........
4%
lb
1-0
/(ITO D
C(3 C 93 6 S/
Akre-.
ELEC. PLAN
�AGVE7=
7
CONCRETE NOTE5 c%4
1. CONCRETE COMPRESSIVE STRENGTH FOR
C14
FOOTINGS= 2,500 1=51 AT 26 DAYS (UNO).
4' CONCRETE SLAB W1 &xfo LIJI.4 x 2. CONCRETE COMPRE551VE STRENC-sTH FOR SLAB
WIA ULF OR F15ERME8H 2,500 PSI AT 25 DAY$ (UNO).
3. ALL REINFORCING STEEL 03 AND BIGGER SHALL
A v A BE ASTM 4615 GRADE 40 DEFORMED BARS (UNO).
4. ALL REINFORCING STEEL SHALL HAVE SO
26' MAX 8' MIN C14
DECsREE BEND AT CORNERS WITH A 25, LAP.
5. FleERMESH 15 AN ACCEPTABLE ALTERNATIVE
191777��
\11,
y, AND SHALL NOT REQUIRE WIF.
;01 MA60NRY STEMWALL AND MONOLITHIC FOOTING
001 0 11 Nl//N 12' MIN
N IN LL
VAPOR BARRIER ARE INTERCHANGEA15LE.
x 0�lyz 0 N 32'-0' 1. EARTH FILL SUPPORTING SLABS ON GRADE 16
ASSUMED TO HAVE A MINIMUM BEARING CAPACITY
&a OPT. EXTEN51ON (2)04 CONT FOR b 12 UNDER I STORY WALL OF 2,000 psF AND SHALL BE FREE OF ORGANIC
C14
IN 151RICK LOCATIONS (3)04 OR (2) NO-5 CONT FOR b I(p UNDER 2 STORY WALL MATERIAL AND COHESIVE 60IL5. COMPACT THE U-
ON FIND PLAN FOOTING TO BEAR ON FIRM FILL IN 121 LIFTS TO AT LEAST 155% OF MODIFIED
UNDISTURBED $OIL PROCTOR MAXIMUM DRY DENSITY. IT 19 THE
ADDITIONAL NO. 4 5AR r--------------------------------------- ---------------------------------------I OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO
IN 51RICK LEDGE
CONFIRM THESE ASSUMPTION!$.
S. CONCRETE FLOOR SLA156 ON GRADE SHALL BE
INSTALLED OVER A MINIMUM & MIL POLYETHYLENE
VAPOR RETARDER WITH JOINTS LAPPED (o' AND C14
MONOLITHIC: FOOTING SECTION
SEALED OVER CLEAN, COMPACTED EARTH OR FILL
IF GRoUND ADJACENT TO FTG SLOPE$ DOWN AND AWAY FROM WITH APPROVED CHEMICAL SOIL TREATMENT FOR
PREVENTION OF SUBTERRANEAN TERMITES. UJI
STRUCTURE STEEPER THAN 1'-0' VERTICALLY PER Y-0-
(D,,
15. 6TEMWALL6 OVER 4 COURSES TALL REQUIRE
HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: :3
xUIDANCE OF EOR TO PREVENT SPECIAL ATTENTION TO BRACING DURIWG
1. PRIOR TO CONSTRUCTION, SEEK C CONSTRUCTION. CONTACT ENGINEER OF RECORD IF
ER08ION OF SOIL. f-
2. USE STEMWALL FOOTING THIS CONDITION EXISTS. ff
10. TO CONTROL CRACKING, CUT V 5AWCUT6 IN THE
5LA15 IN A 15'xI5' GRID WITHIN 12 HOURS OF
CONCRETE PLACEMENT. CONTACT EOR FOR
ALTERNATIVE METHODS.
SLIDIWS GLASS DOOR FR,,dMES MUST BE 11. DO NOT SCALE FOOTING DIMENSIONS AND
RECE55ED INTO THE SLAB IN LOCATION$ FROM THE FOUNDATION PLAN. DO NOT
ACCORDANCE WITH THE FLORIDA 5UILDIW_%
DETERMINE FOOTING LOCATION FROM 0_
CODE. CONSULT ARCHITECTURAL PLANS ARCHITECTURAL PLANS OR FRAMING PLAN. IF 2-:
4' CONC 5LA5 WI(ox& FOR LOCATION OF SLIDING GLA55 DOORS.
Wl.4xWI.4 W11F OR FOOTING SIZE OR LOCATION 15 NOT DETERMINATE 0
FlIBERMESH FROM USE OF FOUNDATION PLAN ALONE, CONTACT
THE ENGINEFER-OF RECORD.
4p (P
C4 12. SIMPSON STRONG-TIE ACRYLIC TIE (REPORT C4
TOP OF SLAB I
ER-51,51) SHALL 5E USED IN ALL DRILLED AND
)�c
0 Q)
EPDXIED CONNECTIONS TO CONCRETE, ANCHOR
ED OR DOWELED, REINFORCING STEEL v
BOLT, THREADE
PER
MUST BE EMBEDDED TO THE SPECIFIED DEPTH, INA
10 ARCH. V
HOLE DRILLED I/1(o' GREATER THAN THE DIAMETER
OF THE ANCHOR, MANUFACTURER'$ SPECIFICATIONS
MUST BE FOLLOWED FOR PROPER INSTALLATION.
vAPOR 15ARRIER
Cyl
CUR5 STEP SECTION .
C)
2200 uJ Cl z 10
LW < A
E) 0 z r. 19
43 go 0W166z
IL �- 0 0
z E) 0
Z 0 m
j La M U 01 rx
LLJ LO Z W J J Z Z 0
WW - 00 < m4mwk.
NOA WJ cY BEND is L------- � wm > a i W U E j q 10
BOTTOM, 12, O.C. 0 L W 0 W Wj 0 0 0:
4' CONCRETE SLA15 WJ a m WL %. Wz �. o
0 11 L W i- W :1 0 0 z u
6x(p ULF OR vARIE5 z Z L IWO I- IwW
< I- jw ozu1c
F15ERMESH (Y- . W
13 1 W
<I ci < .j a. i- zw < h.
'313
z OW02LL010
14 1 0 W Z L -
I N it
Z El z
W 1 3 w
l//l y W 00
19 u W w z w a < I W
X
wwz wai( a L
12' MIN
IF- it z
W, WL W-W
J z Z< d! zZ3lU" 0MF Z
W
VAPOR BARRIER MZ >. R - - L3 _ Z4Tu
W! ,( 0 W L
z 0 ir 0 — 6 i:
NOA CONT. IN W041oz - m< �- Z
W J I - W :l W 11
z
-Ta 40 BRICK LEDGE (L w - 13 mwmif - 19 U
(2�v4 CONT FOR lbzl2' UNDER I STORY WALL 1 W 7f L
41 Z>' Z I it El W IX 6 0
(3)04 CONT FOR b, 16' UNDER 2 STORY WALL I- I z El- v 3 z W
(01 OPT. EXTENSION Z U 4 UM91 WOH
a W z I z 0
IN BRICK LOCATIONS
ON FND PLAN
ST - 1
GAR44%E EXT WALL cUR5 SECTION Structura I
IN LIEU OF BENT VERTICAL MARS, CONTRACTOR MAY
IN5TALL 1/2, ANCHOR E50LTS WITH 12' EMBEDMENT AT Plans.
4a' O.C. FOR BOTTOM PLATE ANCHORAGE JM NO.i
--------------------------- --------------------- AT120105
r------------------------- ----------------------I
SUBOMSIONI
5eeonla 5treet
LOT NO.i
4
tu
FLCOR In.Mi
x 1455
tu
(L
DAE
x
REVIEWEPs
MGK
RLEVISI" DATE
Lu
a xa" DEEP THIC<ENE[�) EIDGE
W/0)#4 CONT
tu
UNDER DOOR
12 " Z:)EEf= FTG W/#4 1@ 1211 ---------------j ---------------- ---------------------
E3 EW UNDER 5OX COLUMN
STWI:>14
ERC
E5
A
NET EMBED)
5 U
5 Lt-
lie I
12.408
z
x
FOUNDATION FLAN Lu
0- LJEFFRr- P. Kamm, P.E.
P.E. . 58544
LEGEND - ANQ -FRAMING NOTE6: GENERAL PLAN NQTE,5..
FASTEN ALL MULTI-FLY STUD COLUMNS UNDER C14
INTERIOR BEARING WALL SA
BEAMS/GIRDERS LUJ (2) RoLue, locl COMMON * B& O.C. z;
STAGGERED 104
2 IV
ALL LUMBER SPECIFIED ON DRAWINGS 15 INTENDED FOR DRY IQ
PEADER FRAMING 'USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY (P
SYSTEMS ARE THE RESPONS1511-ITY OF THE CONTRACTOR AND
1(2)2 xro-1/2 HEADER/eEAM CALL-OUT ARE TO BE DESIGNED AND DETAILED BY OTHER
NUMBER OF KIWG STUDS EACH SIDE OF OFEENING 3. ALL METAL CONNECTORS 8PEC(FIED ON PLAN ARE IN
ADDITION TO FRAMING FASTENER REOUIREMENTS LISTED
NUMBER OF JACK 5TUDS EACH 51DE OF OPENING 5 W 5W 5W 1 Sw 1 IN FLORIDA 5UILDIW_x CODE TA5LE 2306.1
SIZE OF HEADER MATERIAL (NO. 2 5YF) NOTE NOTE 6 NOTE NOTE & I
NUMBER OF PL.IES IN HEADER 4. FOR PERMANENT BRACING REQUIREMENTS ,OF J
U-
• ALL HEADER JACKS AND KINGS $HALL BE FASTENED TO - --------------- PRE-ENGINEERED ROOF TRUSSES, SEE DET:AIL %
EACH OTHER WITH (5)12d COMMON. 111
5. FASTEN 1116' 055 TO FRAMING WITH 6d COMMONS AT .38 ON
• WINDOW OPENINGS 4' AND GREATER REQUIRE 1/20 ANCHOR BOLTS (2)2 x(o-1/2 (2)2xi�ll (2)2x(o-1/:2:] EDGE, 12, IN FIELD.. DOU5LE STUD AT EACH, END OF'
OR REDHEADS W1 1-1/2, DIA WASHERS AT 46" (MAX) ON CENTER SHEARWALL. PLACE HTT22 AT EACH END OF SHEARWALL.
AL6O SEE 'INTERIOR SWEARWALL DETAIL,v SWEET 5T-3 FOR
UNDER WINDOW CONNECTING 50TTOM PLATE TO SLAB. DOUBLE STUD BELOW TFAJS9 T16. TIE-IN TO ADJACENT TRUSSES.
• IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD T"S TO STUDS W/(2) WTS20. DOUBLE STUD BELOW TftSS T16.
STUDS TO SLAB W/HTTI&. TftSS, TO STUD$ WI(2) HTS20. 6. DOUBLE STUD AT EACH END OF SHEARLUALL WITH (2) SPH4 AT
(UNO) - UNLESS NOTED OTHERW15E ON PLAN STUDS TO SLAB W/H"rp. TOP AND WTTOM PLATE, 1/21XIVEMMED ANCHOR MOLT WITH 2- >
SQUARE WASHERS WITHIN 3- OF END STUDS.
EOR - ENGINEER OF RECOf;ZD
o ALL MULTI FLY STUD GROUPS TO HAVE 12d COMMON IV 8' O.0
BETWEEN PLIES c%A
Lu
5T =3
511rol HARDIPANEL VERTICAL. SIDING FASTENED
FIRST LEVEL: 2x4 NO.2 SPF STUDS AT 12' O.C. (UNO) HEADERSNOT DIRECTLY TO EXTERIOR WALL FRAMINa w/&d
REOUIRED AT BAY COMMON 013 x '20) 6FACED (be ON EDGE AN[) Co'
WINDOW. DOUBLE IN FIELD ISACCEPTA15LE -SU5$TITUTION IFOR =3
STUD EACH END Of: 050 ON AL.1- EXTERIOR WALLS, INCLUSIVE OF
EACH OPENIWs. SHEARWALLS,
PRESSURE TR
EATED LUM5ER
PRESERVATIVE STEEL COATING
A= 4 CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC
NON-DOT coATED FINISH. ALL FASTENERS MU5T BE HOT DIPPED j (2)2x&-1/2
50RATE GALVANIZED. 2)2 x 10--2-/-2
$ODIUM
STANDARD FINISH 15 ACCEPTABLE (UNO) :3 0,11
50RATE 04
NOT RECOMMENDED. STAINLESS CONNECTORS AND
ACZA
FASTENERS REQUIRED. r
[DE51GN CRITERIA ANDICAIDS
LLI
Bul Id ng :r
2004 Florida 15uIldIme Code z
Code for Design Load& I a 0)
AN-SI/ASCE -1-6-2 (2)2xro-112 d)
lu
7Z ROOF L 0,401
TOP CHORD LIVE LOAD 2o per d) 5W
NOTE 5
TOP CHORD DEAD LOAD I per z Z4
50TTOM CHORD LIVE LOAD 10 per :,r Of 0!
F;W,H S 111 60 z Y. 1)
50TTOM CHORD DEAD LOAD 5 per Uj L W 4 El
(2XISTA24 LU/(20)10d Z W
ILL W 13 w L.
IL 0 �-0 zo
WIND LOADIN (Col= Iroo) �- z 00
m 9 :�imumm
ASCE 1-02, 35 GUST NOTCH TOP OF PORCH BEAM 31 FOR Z w I Z Z a
Lu ! w 0 0 4 a < J Id IL
BA51C WIND SPEED )20 mph BEAM PKT CONNECTION AT WALL. m> a j W 0 10
TOP OF BEAM ELEVATION EQUALS 0 V W a w w j - 0 m
EXPOSURE CATEGORY C _(2)2xi9>-1/2 OP PLT ELEVATION. 31/,% 0 1z W I- W a Z a
I TOP OF T CI M QL� Lt: Z �- 13
IMPORTANCE FACTOR 1.0 MINIMUM 1515EARIWCx REQUIREC) IN Z L 0 IL >. W
3: 0 k) WALL. < I.. < m xw :: I- iww
BUILDING CATEGORY 11 x w �_ 0 0 , Xxwozux
(2)2 x8-1/2 5�4 <I04jmc1- �- mzw < W
ENCLOSURE CLASSIFICATION PARTIALLY ENCL W_ C4 �-1- 0 a. 0 z h. A. 0 1 ^313
INTERNAL PRESSURE COEFF 0.5.5 <W,zkzWL - 136 -j5 a
IL 0jzw IN ( x
c4c Dr=51GN PRESSURES (see table 1) lu SEE ITYPICAL PORCH 0< x 9 0 z 0 3 w
to a z <�� Owwzxo < xw
r SWEATWIW-x DETAIL. 3 z 0 1- 0 - 1 116
W & — 0 z < P W m
W W 1W
tZ _6 < W!2 <1K LZ
w W <WL1P5umm -Ww .
x Jzzj. zmj_ Z
0M < W0
m - zzj:
THIS STRUCTURE IS LOCATED IN THE WIND BORN vft zo 152 >.L OW LO: o -
DEBRIS REGION AND HAS BEEN DESIGNED AS A wwcl .4mz
ZJI - w3 vm<k �-s
PARTIALLY ENCLOSED STRUCTURE. AS SUCH 0_ w a awe jwxwwu-,
< Z-%*' ZI13ZWaoHL
xz p. I-i
THE GYPSUM CEILING MAY' NOT BE USED AS 17 sw U4 UZ916woz
940 a W z
TRUSS BOTTOM CHORD BRACING. F;eFER TO (2)2x(o-1/2 z
I I NOTE u L 0 u a
TRUSS DESIGN DRAWINGS FOR BRACING < 6 H
LOCATIONS. ACCE:PTABLE METHODS INCLUDE
1x4 SPF RAT-RUNS IWK2) 10d COMMON IN EACH
TRUSS OR SIMP50N T552-24 WI(2) l0dxl-1/2` IN W &T . 2
EACH TRUSS. (NOT' APPLICABLE FOR PORCH
CEILINGS.) -Structural I
.q Plans
Joe NO.$
9 AT120105
TA5LE I COMPONENT AND 5eeomla Street
GLA�)�)ING IDF-61GN FRE65URE6
Zone
e6ignatior Interior Zme End Zome LOT N0j
"tiov
Effective (per) (per)
=tiv�
Wim�dArsa 4
Lu
0 - 20*q.rt. +45 -51 +40 _(00 x FLCOR 11PLAN,
tu 1455
21 - 50 sq. ft. +46 -49 +46 _51 (L
q Pff6WAN80s
im 6q.rt. +43 -4a +43 -52 x DAE
FEVIEWE0,
DOUIBLE STUD BELOW TFZJSS DOUBLE STUD 5ELOLU TRUSS
101 - 200 6q.rt. +42 -45 +42 -49 T02. TRJSS TO STUDS W/W FASTEN EACH JACK STUD TO T02. TRUSS TO STUDS W02) MGK
HTS20. STUDS TO SLA15 W/HTTY6.
HEADER WIrH MSTA24 UXIBAod 14TS20. STUDS TO SLA15 W/HTTI(o. DATE
Lu
(2)2xro-I/_2 (MX12-2/4
uj
STH014
sw 6W NET EMPED)
NOTE do F_NOTE 6
U-
NP ZONFE z
DE5IGNATION
3.2 FT Lu
16t LEVEL STRUCTURAL 5�4EAFRWALL FLAN 1 . 0 11 x
JEFFREY P. MON, P.E:.
P.E. 5 544
MIN Y*4 24/16 APA RATED ROOF 8HEAT14Wx
INSTALLED W/LONO DIMENSION IF LATERAL 5RACE MUST BE MADE OF MORE THAN ONE PIECE,
PERPINDICULAR TO GRAIN W/ad CONTINUOUS LATERAL BRACE. QUANTITY AND LOCATION DEFINED DO 50 WITH OVERLAPPING BRACES LIKE THIS (TYP EVERYWHERE)
COMMONt 6' OZ. AT PANEL EDGES, 12' OC. BY TRUSS SHOP DRAWING.
AT NTEFRMEDIATE SlJPP0RT6 C14
(1) DIAGONAL 15RACE PER (4) TRUSSES (1) DIAGONAL BRACE PER �4) TRU56ES
APPLIED To BACK SIDE OF�WE56 APPLIED TO BACK SIDE OF UJE55
M8510 TOP PLA PFRE-EW.11INEERED
UPLIFT QX4NECTION ROOF Twas OR
RAFTERS
MT912 W/04) 10d COMMON
T_
W
DOUBLE 2x4 NO2 SYP TOP >1
PLATE FASTENED WK2)ROWS Wd u_
'168 OZ, STAGGERED (UNO).MIN
24' LAP WITW (12)10d IN LAP.
Al 11 - 11 :1 �� -- - 1 11
TOP PLATE TO STUD WITH 6PW4
WV00)IOd x I-WON EVERY
r
OT14ER STUD
WALL SWEATWWx OVER 2X4
NO2 SPF STUDS AT 12' OZ APPL.IED TO FRONT SIDE OF WEeS_"�1
FOR 1/161 068, " COMMONS AT (p,
ON E06E, 128 IN FIELD (LINO)
FOR WARDIPANELi 6d COMMONS AT 6' ::3
ON EDGE.61 IN FIELD
A
73
TRUSSES NEEDING 5F;ZACIWz
2x4 NO2 SYP PT 150 1 1 CM PLATE
TO SLA15 WITH V2'x&' EMBED (L
ANC44OR BOLTS WITH 2' SQUARE
WASHEft AT 488 OZ. (UNO)
LATERAL 5RACING - -MULTIPLE TRUSSES
A. 46 (P
FINISH V MIN
GKoADE 4%. Ln
.A - dpxgp UA.4xU.4 UAIJF
2 1 T
Jv WATI!RPIWOF BAJWER v
IFOOTINCx TO BEAR ON
P114M UN01STUFROED 60L
i MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLIT1410 FOOTING. INSTALL
SCHEDULED BOTTOM PLATE ANC14OR WITHIN 12'OF 15EARtW3 WALL ENDS AND WIT14IN 12"
OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL C4NCFW_TE SECTIONS FOR x
REMWZING AND DIMENSIONS AND FOOTINGS.
ul
1/2' DIA ANC444A SOLT MAY 09 SUBSTITUTED WITH 14' DIA.ALL-THREAD DRILLED AND
60, 0!
LEGEND AND NOTES : W z 1c)
TYPICAL WALL 6ECTION Lw <. - o
T-5RACE FA6TENED TO Lu u 13 z r 0! 0
z 4 :3 0 w w L
WEB W/12cl AT (ol O.C. I. A�_I_ BRACING LUM5ERSHOWN, EXCEPT FOR T-5RACE, SHALI_ 0 jt) VIII- o � za
%D 5 03 Z E3 0 -
T-BRACE TO BE SAME---" BE lx4 No. 3 SYP OR BETTER OR 2x4 No. 3 SPF OR 9 In w u 0:
SIZE, SPECIE5, AND L 0 Z 9 @ J Z 0
5ETTER(UNO). W I w 0 0 <N < 3 w u.
W.> i E on m! 0
GRADE A6 WEB TO BE a W
2. SHOULD A SCENARIO AR16E THAT DOES NOT RE5EM5LE w G Id W .J 0
BRACED. 1 0 IL w K I- It L: %. W - 0 IK
THOSE INrDICATED ABOVE, IMMEDIATELY CONTACT THE - 0 M L ZWI.. W�106 � 0
La IM . Id u
ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <ZLO51001WI �_ iwW
I W 0 Z U IK
Id W 1- 3: w
3. BRACING LUt'15ER SHALL INTERSECT THE WE55 OF THE
1-1- 040L -313
x 5RACE0 TRU65 AT LOCATION5 INC)ICATEP A:5 NEEPINGF _j < 0 Z L L 0 1 a
5R4CING ON THE INDIVIDUAL TRUSS DETAILS PROC)UCE-:D 5Y U- 02! w 1 00 , 3 Id
THE TRUSS ENGINEER Z 0< xvuzww 'Lm0 < lw
(3 Fz4x9G0I-- 0 XILaz
4. ALL FA$TENER6 $HOLUN ARE 0,131- DIA x 3' LONG (UMO). a - 01d - Z < i: wm- lta
w Id � Id U i(&! IL
ZA Vaumm z
w a <lz I ' ww
z Id WLIXZZ :il- zml- Z
X >' Z<0 - - LU00 < w 0
a Is z >.IL 3 Z Z 3: -
zo OWLIKM - -
WO< mz X< F_ zj:
Id Z -11 - w :l Ir-4
W - 0 law rl 9
RU66 NEEDING 5RACII`,4 '8 w ;R IL
14 Z >' Z zw W& 0.L I,- j
z a 4 Z
2x N402 SYP NAILER FASTENED TO X'zEl UCKOX wo
DOUIBLE TOP PLATE WITH 12d Old x _ j
Z �:Iigl 1 0
TRU55 150TTOM CHORD CO"MON AT 36 OC. u 1114�61`_ Zuu
2x NO.2 6YP NAILER FASTENED TO TRUSS BOTTOM CHORD 6INGLE TfRU55 5RACING.
(I)ADJACENT TRU55 WITH (1) ROW OF
12cl COMMON AT 3' O.C. &T - 3
W 6srstions and
FASTEN TOP PLATES TO EACH
OTHER WITH 2 ROWS OF (4) 10d JM NOj
COMMON BETWEEN EACH STUD. SHEET ROCX (TYP) 0
SPW4 Vf 10)10cl x I-V2' -1/1&8 0615 ATTACHED TO 2x4 z AT120105
0 24' Or.,. (MIN 2 PER
HEADER) STUDS AT 16' O.C. FASTEN WITH
MINIMUM Od COMMON AT 3' OIC. OPTION I
ON EDGE, 12' O.C. IN FIELD. 5eeonla Street
2x4 NO.2 SYP CATS AT 12' O.C. CA'TS TO EACH ADJACENT LOT NO.j
NO2 GYP WFADEIR.SIZE AND NUMMIR FASTENED TO DOUBLE TOP TRWSS WITH (3) 10d C40MMON
OF INLIES MR FRAMWv FLM PLATE WITH (4) 12d COMMON TOr=-NAILS. 4
CRIPPLES AND TRU55 50TTOM CHORD TRUSS BOTTOM CHORD FLCOR IM-Me
KW.m STUD QUANTITY x
PER CALLOZ ON Lu l4a6
mqAMIW-s PLAN. ROOF DECK PER CL
(2)ROWS OF: 10d TYPICAL WALL SECTION. 4
COMMON AT So OZ., ALL GRIFYLE6 TO '? x DAE
STAGGERED W-4WEM
BETWEEN .,90JACENT MOTA24 UIN&Y" FASTEN TOP PLATES TO EACH FREVIEWEDi
PLIES IN HFAMI%(*A" OTHER WITH 2 ROWS OF (4) 106
14 CRIP"LL COMMON BETWEEN EACH STUD. SHEET ROCK (TYP) MGK
ALL CMPftES TO 1/1&' 065 ATTACHED TO 2x4 Ftgvlbl" DATE
00"OM ftATE W/611444 STUDS AT I&' O.C. FASTEN WITH OPTION 2 Lu
VXI&Aft x 1-41 MINIMUM 5d COMMON AT 3' O.C,
ON EDGE, 12' O.C. IN FIELD.
2x4 NO.2 SYP NAILER TO 50TTOM CHORD OF ROOF TRU66 TRU55E5 PARALLEL TO WALL:
00 TRUE75 W/10d COMMON AT 3' 0.C. I MA 1/160 055 FASTENED TO 2x(b NO 2 SYP NAILER FASTENED
TRUSS 50TTOM CHORD DOUBLE TOP PLATE W/6d TO D5L TOP PLT W/10d AT 3' O.C. z
COMMON AT 3' O.C. 2xro NO 2 SYP 5LOCKING: TRU65ES PERPENDICULAR TO WALL:
5ETWEEN EACH TRU55, FA5TEN 2x(o NO 2 SYP BLOCKING
It TO BEAM W/10d AT 41 O.C.
BETWEEN EACH TRUSS. FASTEN IF-
romm?6ffe Tyr4rAL TO P5L TOP FLT W/10cVAT 4' O.C. 0
V2'x&' EMSED WALL"CrION) FASTEN 5HEATHIWG TO NAILER u_
ANCHOR SOLT WITH W/bd COMMON AT 3' 0'
2* SQUARE WASHER '111roa OSS ATTACHED TO 2x4 - - - - - - - - - - -
AT MIDOPAN OF;
10TUP6 AT 16" O.C. FAIDTFEN WITH
OPENNG NOTM SF444 WIT14 (10)Wd x 1-W FASTEN TOP PLATES TO EACH tMINIMUl bd COMMON AT 3" O.C.
INSTALLED AT TOP AND OTHER WITH 2 ROW5 Of: (4) 10d (ON EDGE, 120 O.C. IN FIELD. OR, THICKER C:C)X
150TTOM OF KW-* STLIPS COMMON 5ETWEEN EACH STUD. OFT12N 3 FASTENED TO TRUSSE5,
16 ACCEPTABLE ALTER4ATE RAFTERS OR 5LOCKING
TO WAFi=lARE ON CRIPPLES. PORCH BEAM W18cl COMMONS 6 30 EDGE,
NOTE TH15 INTERIOR 5HEARWALL DETAIL 15 INTENDED, FOR USE IN AREAS 121 FIELD.
WHERE THE 5HEARWALL RLJN$ PARALLEL TO THIE TRJJ55E5. TH15 15 A z
_S
PREFERRED ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THF WALL FRAMNa
TYPICAL HEADER FRAMING IDETAL ROOF DECK '1116" 051B FASTFENED TO A
Lu
FRAMING PER PLAN.//
INTERIOR SHEARWALL DETAI x
TYPICAL FORCH &HEATHING DETAIL sierr r-som, F.E.
P.E. No. SSS44
3/22/06
Joe Ale
0 40 Ap
'f 9.4
- A
C w
2 "No
'911
MOMME Air
64
."1401040 6
W.-Z. I,-Awa is I- f
ode 40
KIT ELEV. VANITIES bed m. 2 bed rm. 3 ... bed r, 4
�0 '01 411"0 1 '*/1 a L 0 NI
L
'TAP-
10easH
R&S A/ o0z;
I 1L row
-I L Nek
%16; 01
ir
aim
El ID
42 CV, 40 Sr/-ZW,- living room
4.
YA2 14 A k A r-PAJ.3 F_L I If-
0_0 eatwinmk t*
Nw%
let'
'T
Mau= J:
LEFT SIDE ELEV .
ntry oye cove to
to 0 porch
(n dining room
N
6 11"Notts"tt" -0-so
3*1 INA Nk
Ilk
ONO
AM
W#V. lip
L7_
0,00"o
or"R
40 T
IGO
IL IN
_MMp_ -IF
summom-
is
NOT Ll 1. 2!_4" I't oewatm&)
LIA=0 w C—
_1110 garage
C1.
lb
IN . _X CZ ILI&,
4000_..� . :17—- -
. .411,11INNINNINNINININNINSW . III
WISM 10tz
0001 #0
IL
PDX
-J 11 J L
ast edrm, I
C .' I - W
F f
illillillpi"*-*%Lo— -
_(Z21
qr :�Ayl
3m;
in-M New
-7'
Is Ito 04P sty ('-S&4fp'Trs
-tam
n4a.. 1?6 If—7
so
or 0.3 op 0# /a so of 6
3z
FRONT ELEVATION
It It I-" 1 10- 0 11
FLOOR PLAN 01
d
3 r
/,/. 4
SCALE