2338 Fiddlers Ln Plans (vault) JOBSITE COPY -SH CMf QF ATLANTIC §Eg-H
E
SQUARE MQj&Q-MMRMTM
:..: . ODNDrrX.M SPACE FfitSr.FLOOR.- - 12-44 4.4�m
CONDMONED SFACE'S000ND RMIt", -Mdt
'CONMIONED SPAqE 7��D.RMK
UNCONDMONED SPACE NV
M ow..owl_
Ll UNENCLOSED'SPACE I-me Gas-prl
LOT'AREA(E)(CLUDlNG WETLANDS&41ES OF WATER, 04r
STRucruRE N
MEAN ROOF NGr.'
NUMBER OF$TOM
ROOMM(PAT8M SiALL MEE THE REQU
RDRMA%P"CO.D OF 0iAFfElt 15,
E ... ..
AM 4M�I
ROM FLASHM-.26 GUAGE"ATO RAN.CV,8L
VALLEY
Row
FASMW4-Rm to sTRwrm&SHEMA
-k 'rM Vq
:41 UNSPRINKL.r,:D
-�j tRMTOrMESMUCnAk.W#WNWFX'MMNDMWVI!WUTM-
nof%'lECr L0=ON
r*
Mof FEE7 M.014*w=am CONS"%
N1,
OF I
JM SHEMi
T--L, -nTLA 3�wf.-r, M-A-9, 'SW-OMP FiColL
ge,
u U—
A-S
-f7- 7-
ATrAcHmENTs.
MWEcr scope
S AC-FAMILY DWELIING
lNG
GROUP R3
hum,
e �z L-AI4 t SUMMI"AM ME.
.,=AMA COPY OFIHE Wy
E OR ALL
FROM
MARM TO WAM 76 VERPY REQUmED SEMAM.
lNfC�MTTQM
vow
ILDER
Kr I A L.-
V4
ON MAP.
)0 NOWAT
6 PRQw
YMMON
r
120
A P! 0
110 T acm
Ull DING OFFICE
I'A 2
By-..
(p cl
2
Oak
for ft
AWN" �A
sum&
of
Mb.--
GOMM"
LEM
411
�7&-y
-4�
ULM
JOBSITE COPY
VIA
low mom OF
NA"AW P*WrAW MO.186A 24X36
A
9CxVZ-V99t'ON ASVALMW 7W
jdC
go-it
,ON nor
alwou
let.I rIQ
de v4o414
Jr
NMWIdO
qp 71
LI
I oo
,Or,
L
4oti'P�IQ -CA Z��V"
wo,
0%
o
*-.Wow-aw lid
M
Op 01.) 14
in
M
X
Mk
7717 7777 7 74441C
CD
P
or
TI
41
d
'4
..........
-T-
t
C
CA)
-ilk
Li %�— - - -
Pti -AW
is m U"diwalu!p=p
AW I
linigi-on a V-0m"aaK zo. *!m o*=Pmv IwOq ot an"P*ww By$$:010" d v sopnl*uj
p
'Isued uoqnqu AAJ mwjwwj
I WM 1pio non k
MI ft.v"s=1d Pwhl p*u
pola[ I
.p pm'=qW I
(AIU0 O*I&M MOU LIO OWN AWN) VXg*UPAM Q*=JM 00!AMP"4 pm ox!s Suqm1ou!uwA*T Ilp
U�
Y-
.........
Lww=" Wo 604
�,"it
LIUM 3MON&M
o
+
Mm
wo
+04 NNW W-s wo
0
am osv~ TM
A31M IVWJ ONW
MW 00=39
0*0" 30VAM aw OW4.
mum Aft
uen WJ ASnVWU
"M 31od-3vm
wi"own
n"
4
1VOWL3313-
3ingIRm
SN nts--
IRV
Ah
At
Rl
..........
I
f� ffAR Lff V- A---:noj��
t/4
of"
7-
Ll
I 41�
IN
it
IL
77
q
000
�zj
Al
t6
WW
Hror
1/4
OWW"W NO.186A-24x36
C yrigi
ov�
W.M.Residej
THESE D114MINGS
REPRODUCED OR
FORU OR MANNEI
Wnmur THE MIR
AM PEWA
M.Residei
21'-411
A
HURRTCANE CLADDING SCHECUL§
ZONE CONNECTION TYP. NAI9,ING 2xI211v Irbj
40
LSTA24 18-104 P_
& SfUDS 8-8d
H6 TO PLATE
H8 TO TRUSS & PLAT§ 5-10dxl &g
H10-2 TO TRUSS & PLATE 6-10d c;i
H6 TO PLATE & sff DS 8-8cf u 6 'LV 11 9 1 1 1 1 1 1 z
I
H10-2 TO TRUSS & PL*TE 6-10d
SPH4 __�dxl 4
5 BEAM
v
ENG:. ROOF TRU55 24" OC 41 TOSTUD—T-07-1
INSULATION BAFFLE 4SPH4 TO STUD 12-11,Odxl 4
F15EIRC5LASS SHINGLES
150 FELT
ROOF SHEATHING milli I IN
I/Irol, 0515 1b
R�30 I
IN§ULATIOI14 HURRICANE CLIP
(SEE ENGINEERING - — - - — - - — - -
TOP OF DETAIL)
PLATE
(2) 2x TOP PLATE
1/2" DRYWALL
IL
Co" GALV. EAVE
(WALLS 4 CEILINGS) DRIP
2 x 6 FASCIA '4")
WRAPPED W/ VINYL
VINYL SOFFIT
UTILITY CHANNEL
16" OVERHAW.%
STAIR
SYSTEM
MATCH EXISTING
WALL 5HEATWIWz
— TYVEK WOUSEURAP
— SIZE 4 SPACING OF STUV�
PER BUILDING CODE
R-11 INSULATION ENG. ROOF TRUSS 24" Oc- SECONFD FLO�PR FRAMIN(:�; FLAN
N
INSULATION 5AFFLE
FIBERGLASS SHINGLES
150 FELT
3/4" T4G PLYWOOD ROOF SHEATHING NOT E-
FLOORING 1/161, 0515 1- 1- 11 f= ATI0, .,FTG OFTION5
R-30 3/4" C_[DX 6fq0KE BLOCKINC-i v
INSULATION
HURRICANE CLIP (FIELD CONDITION5 EACH 500 5Y.
(SEE ENGINEERING
FINISI TOP OF DETAIL) �v I
2x 150TTOM PLATE PLATE TO DICTATE )
FLO;_�
ml JOIST ' 02 SYP k
(2) 2x TOP PLATE INTERIOR STUD P-4
2xI2 FLOOR JOIST UO
OF 10 Iro" O.C. 7 ro" GALV. EAVE DRIP
TOP L 4* CONC. SLAB W/
1/2" DRYWALL
PLA1rE
>< (0 x 6 104 W.Wm.
(WALLS 4 CEILINGS) 2 x FASCIA
HOLD DOWN PER
(OR FIBERME5H) EW_%INEE 14
DESIGN
1/2 DRYWALL VINYL SOFFIT
(2) 2x TOP PLATE WRAPPED W/ VINYL IRS
(WALL5 4 CEILINGS) 4 4
Aa
UTILITY CHANNEL
MIL VA �4
A
BARRIE
troll OVERHAWS TREATED AND
NOTE: COMPACTED FILL
STRUCTURAL COMPONENTS, a.-I. RIGID CONNECTOR
SHOU14 MAY VARY OW TO (SEE ENGINEERING (2) RODS CONT
BUILDING CODE COtIPLIANC DETAIL)
NOTE: MATCH EXISTING 51DING
to' FOR 2-STORY W/
rENG CALCULATIONS HOU5EWRAP
F (3) S RODS CONT
R-11 INSULATION (MIN) DO NOT RE=1RE
1ADDITIONAL 2'-611 SPF STUD GRADE
%i.wm. a PERIMETER INTERIOR 5EARINGT WALL >
qUNLE5S SPECIFIED GREATER THEN
51ZE 4 SPACING OF STUDS (6TI-IFIRWISE). 5'-1" 02 5PF
NOTE: PER MILDING CODE THIC<ENEED 6LA5
(3) 04 VERTICAL fR-11 INSULATION
ROIP5 AT ALL 44" CONC. SLAB W/ 5C:ALE; 3/4" V-0"
600WERS. 40 x & 10/10 Wmiti. 03 SYP
�OR F15ERNE5H) 2x P.T. 50LE PLATE MONOLITHIC FTG
W1 (2) 05 RODS
�ON ro MIL. VISQUENE 4" CONC. CONT
(Z)VER CLEAN, WELL 2011x 10" CONG. FTG. W/ SLAB
CCONPACTED TERMITE (2) 05 RODS CONT. FIN15 ED GRADE
4" CONC. SLAB W1 VREATED FILL (AROUND PERIMETER I
6, X & 10/10 W.Wm. 03 SYP BEND OUTSIDE 4
(OR IW115ERMESH) 2x P.T. SOLE PLATE REINFORCING BAR z
ON & OIL. V15QUENE 25" AT CORNER)
PvEse CLEAN, WELL 2011X Iom CONC. FTG. ul/ "LOOR (UNLESS ENGINEERING C)
Cor-lfs',ACTED TERMITE S RODS CONT. .7r SPECIFIES ALTERNATE
.. . j-7`7 FFp!4F I
(AROUND PERIMETER SIZE)
L
WALL 7=11
-7=-
TREAITED FIL BEND OUTSIDE 0" CMU 6TEN
REINFORCING BAR IM/ ALL CELLS FINISHED GRADE
Cp
RE15AR VE
FLOOW V-7�7�� SPECIFIES ALTERNATE ;RTICAL .T
FIN15PWD 250 AT CORNER) Q:ONC FILLED
(UNLESS ENGINEERING MONOLITHIC FTG;
zrrzmT.�i n 7.tt. SIZE) 16 46"O.C. W1 MINIMUM V
CrW 5TEMWALL
BEND AT TOP AND 3/4 1'-0
5CZALE.
FINISHED GRADE .07. 9
W1 ALLL CELLS %WTTOM. (EMBED BAR t PF�.!
CONCef-ILLEP QV' INTO FTG.) 4" CONG f CN C
E SLAB
2011
:T REPAR VERT CA 1EEI I 1=1 P i
,MUM = Z 4.
0 48110-C. Wl MIN,
DRAWN By
12" 5EjND AT TOP AND oil A
BOTTOM. (EMBED BAR
6" INTjVP FTG.) WALL ;�ECTICN
HE START DAM
3/411 r-oi,
41
5-27-OIL
1411 5"
SCAU
1/4" = I
2 - STORY WALL 6ECTION TURNED EDGE
JOB NO.
3/4" SCALE- 3/4" P-011 HAAS
PLw No.
custol
DIMEN61ON5 MAY VARY 6LIGzHTLY C)UE TO
FIELE) MOE)IFICATION5 AN[D AF_)JU5TMENT6,-
1
.................................. Copyright 2005
W.M.Residential Designs
GENERAL NOTE-5. THESE DRAWINGS ARE NOT TO BE
REPRODUCED OR COPIED IN ANY
FORM OR MANNERWHATSOEVER
C,0 Q E WITHOUT THE WW=CONSENT
DESIGN AND CONS111RUCTION SHALL BE IN ACCORDANCE WITH AM PERUSSION OP.
M.Residential DesL19_n!,
THE FLORIDA BUILE9ING CODE 2001 STUD AND HEAD R SCHEDULE U.N.O.
DESIGN LOA 2-67 STUD MAXIMUM HEADER SPAN (FT.) U-HANGER INPSON 5P4 is 32" O-C. TYf='-
__G
2x4 BLOCKING 0 SIMPSON 5P4
�71
HURRICANE CLI D5L, TOP PLATE
LOAD (FSF) W-2.5 OR EQUAL BLOCKING SHEATHING JOINT
DEAD LOAD LIVE LOAD 4- 7_17,
2x4 OUTRIGGER
ROOF SHEATHING
FLOORS NUMBER (OF HEADER STUDS SUPpORTIN6 2x4 BARGE RAFTE 24" O.C.
(CARPET or WO)PD) 20 FISF 40 PSF END OF HEADER CONN. 04
(TILE) 20 PSF
20 P5F
ROOF 40 P5F 1 2
NUMBER,, OF FULL LENGTH STUDS A GABLE END TRU59
r,>EFLECTION CKRITERIA: TOP CHORE). DROP 3 112 1 1�ONNEC R 2x4 X-BRACING
CARPET or WOOD 2 L/4eO LL FEACH END OF HEADER I I I>- , a,-01, O.C.
L/2-4o DL CONT. 2x4 SCAB FROM TOP
TlI E= TO BOTTOM CHORD ID X-BRACI"G 2x4 SCAB CONT. TOP
(PROVIDE ADDITIONAL 2x4'6 Af TO 50TTOM CHORD
1-1600 LL HEADER 2-2xg, 2-2xiO 2-2xl2 VERTICAL IF HIGHER THAN 48" T_ WFIROM GABLE
ROOF(TRU55)- FORM AN 'L wom
LIVE LOAD- TC 20pof SHAPE) r 2x4 SCAB IF VERTICAL
1-1360 DL I I (SEE PILM) CD
ST-16 (14-12d-Iro GAd WE5 16.NOT PRESENT
5C loper 1.25 OR EQUAL
DURATION F TIC 1psr 3-2d NAILS U)
TC IpsF ACTOR:
GABLE END TRUSQ TYPICAL AT X-BRACING
-L-L-
5C 5p5f BOTTOM CHORD
ROOF(CCNV. F�RAME)- 2-2x4 TOP PLATE6 �CCNT. 2x4x8' 02 SYP
RAFTER LOAE;�- 20psrLL LATERAL BRACE * 4811 O.C.
10pef DL
DURATION FACTOR: 1.25 2x4 BLOCKING 19 48" O.C. 1/2" SHEATHING-v II NAILS
CEILING LOA[:�- 20pefLL BETWEEN GABLE AND FIRST Tf;aJS5 6," AT PANEL EDGES AND 12" AT
10pof DL LOAQ6: 2x4 5TUDS' CLIP a 4811 O.C. DBL. STUD INTERMEDIATE SUPPORTS AND WD BLK,6,
ANALYSIS IS FQR DROP BEAM MEMBER
TRIBUTARY LOYAD WIDTH: 20'
BA51C WINE) SPEED 120 MFW PRIMARY LOAIE) GROUP-ROOF(psf): 40.0
IMPORTANCE FACTOR 1.0 LIVE AT 12596 1�iURATION, 15.0 DEAL)
EXPOSURE ve 6UPPORTS: SIMPSON WTT16 W1 5/8-17xall
PARTIALLY ENCLOSED FLATF0fR FRAMING G;,45LE END SIMPS, T16 EMBED ANCHOR 5OL75 OR 00
ENCLOSURE CLASSAFICATION WIND BORNE DEBRIS REGION W1 PROTECTION Or- OPNG5- INPUT BEARING VERTICAL REACTIONS (LBS) DRILL 4 EPDXY W1
BUILDING CATEGOKkY WIDTH LENGTH LIVE/DEAr_>AJF`LIFT/T0TAL DETAILS OTHERS BOTTOM PLATE I' a SIMPSON ET OR AT
1. STUD WALL 3.50" 4.60" 1r0(0I/30e4)/0/l01r23 BY OTHERS NONE 51"f-SON SP4
2, STUD WALL 3.50" 4.&0" 16611308610110-153 BY OTHERS NONE ��2" O.C. TYP.
DESIGN F-RE_A,6URE (PSF) COMPONENTS 4 DESIGN NTRO
CLAPPING5 7
. . 4 . W
AREA WALL$ ROOF MAXIMUN DESIGN CONTROL CONTROL LOCATION
tn 0
c1q
SHEAR(I-59) loe�rPro -6553 14141 PASSED(&0%) RT. END $PAN I UNDER ROOF LOADING TURN DOWN SLA15 -4 r
90. FT. INT. ZON� END ZONE INT. ZONE END ZONE MOMENT(FT-LB4%) 41BI48 4S146 (606P(pl PA85ED(52%) MID SPAN I UNDER ROOF LOADING 1.0 C14"q*
04 In
10 21B 35 23.1 50.1 LIVE LOAD DERFL (IN) 0.611 0,625 PA55EE)(L/310) MID SPAN I UNDER ROOF LOADING
t-11) C11
- 33 23.0 45.4 PA55ED(L/264) t-11D SPAN I UNDER ROOF LOADING 4!
26 0.a51
20 TOTAL LOAD CNEFL (IN) 0.cJ42 .. .....
50 30 22D 3133 LdAD GROUP: PRIMARY LOAD GROUP
2 C7 W4 tr)
100 25 28 21.5 34.1 -DEFLECTION Cf�RITERIA: 6TANDARD(LL:L/360,TL:L/240). E`/8" x 13" EMBED 04" HK.) v 00
25 21.5 34.1 -BRACING(LU). ALL COMPRESSION EDGES (TOP AND BOTTOM)MUST BE BRACED AT 2'-a" O.C. UNLE55 18, 10.00" ANC14OR BOLT W1 :;V�Ix211xI1S11 WA5111ER (I)
200 24 DETAILED OT44ERWISE. PROFERATTACHMENT AND POSITIONING OF LATERAL BRACING 15 REQUIRED Itt
0 24" O.C. MAX, Tyf�>. ALL AROUND
TO ACHIEVE IIEN15ER STABILITY, CD
t-lAX. VERTICAL REACTION TOTAL (LBS) 10153 10153 0)
-DESIGN AS-501`11IF5 ADEQUATE CONTINUOUN5 LATERAL SUPPORT OF: THE COMPRESSION EDGE. t-1A.X. VERTICAL REACTION LIVE (LE35) 166,11 1661 0
NOTES: -0" R�EQUIRED BEARING LENGTH IN 4.60 (W) 4.60 (W) 0
1. WIDTH OF ENE) ZOINE 5' ( TYF) &HEARW LL 1:) ETAIL
2. DOORS AND WINIC>OW5 SHALL BE DESIGNED FOR THE r-ihx. UNIBRACED LENGTH IN 32
L)
DE51GN PRE5SUF@E AS NOTED IN TABLE. SEE PLAN FOR LOIC IONS C) CO 4-i
3. WINDOWIDOOR MANUFACTURER'S SHALL PROVIDE L&ADING ON ALL SPANS, LDF O.SO , 1.01-DEAD 0
AfA SHEETS WITH ANCHORAGE 4 DETAILS, D@5IGN SHEAR (1-55) 2550 -2550 00
PUBLISHED D flhx. $HEAR 3033 -3033
SIGNED AND 5tALED BY FLORIDA REGISTERED ARCHITECT/EWGINEER.
M@M5ER REACTION (LDS) 3033 3033
4. PROTECTION OF PPENINGS Wl---�IORT REACTION (LBS) 3096 3086
PROVIDE WOOO STRUCTURAL PANEL WITH A MINIMUM THICKNESS HEADER SUPPORT 1-1&NENT (FT-LBS) 1421S
OF: 1/1(0 INCH ANp MAXIMUM PANEL SPAN OF 6 FEET. PANEL NO. OF JACKS & STUDS REQ. AT OPENING ANCHOR NAILED TO
$HALL BE PREcf-4UT TO COVER THE GLAZED OPENING$ WITH TOP PLATES HEADER L&ADlNG ON ALL SPANS, LCIF 1.25 , 1.0 DEAD + 10 FLOOR + LO REEF
ATTACHMENT WAODWARE PROVIDED IN ATTACHED TABLE. & JACK &,ESIGN $HEAR (LBS) SW3 _5603
2X4 WALL 2X6 WALL NO. & SIZE OF M!,#X...514EAR (1-55) -105(oro I
OPENING JACKS STUDS RAFTER TIES N MM REACTION (LB5) (0 ro 105roro SIMPSON L5TA24
-IRT REACTION (1-55) -153 10-153
SIZE JACKS STUDS
WIND-BOFF24E DEBRIS PROTECTION FASTENING SCHEDULE j
EACH END DMOLE TOP PLATE
EA. END EA. END EA. END EA. END
FOR WOOD STRUCTURAL PANELS (FT.-I-55) 415140
lr-4" 1) (2) (1) W _ it) DEFLECTION (IN) 0'roll
4--g-
2 (3) �2 DEFLECTION (IN)
(3
FA5TENCR FASTENER SPACING (in.) (3) 1 21 1
TYPE.
(t. 4,4' t f=ANE L SPAN 01ro' -t PANJI.,titm`AN 4 1 v
PANEL Sf:1AN 2 2' t PANEL 5PAN HEADER BM
RAFTER & CEILING BAND CONNECTORS T
2 1/2 WOOD §C-REW 19,11 12" ICEILING BAND TO TOP PLATE (LATERAL LOAD) 3-16d TOE NAILED AT 24"O.C. MAX. to
[RAFTER SILL TO RAFTER (LATERAL UOAD) 2-16d TOE NAILED AT 24"O.C. MAX. AND A-2t CLIP CA
W7
-,REW 16" 16" IRAFTER SILL TO CEIUNG JOIST & BMD (LATERAL LOAD', 2-16d AT 24"O.C. MAX.
2 1/2 *a WOOD ei�
ER TO TOP PLATE OR STUD I-EA. ST22 W/12-10d NAILS (UPLIFT)
r,>OUBLE-HEAj:)jF0 NAILS 12 4-1 AFTER TO HIP & VALLEY RAFTER I-EA. LSU26 FULL LENGTH
IP OR VAU" RAFTER. T*L�_fW, WR SILL JT_EA.��,HCP2 ST22, STRAP U 1.4 W
PPLE TUDS WALL STUDS
FOLINQATION1 SSURE HEADER STUDS
FOUNDATION DESI61N IS BASED ON A SOIL BEARING PRE Z 4�
(�)F;yeoo F`5F. FOOITINGS SHALL BEAR ON COMPACTED OR NAILING SCHEDULE -4
_7�PACING OR NUM13ER
a)
NATURAL FIRM SOIL-', ASSUMED SOIL BEARING PRESSURE SHALL (CONNECTION NAIL SIZE
BE VERIFIED BEFOfRE PLACIWS CONCRETE. OIST TO SILL, TOE NAIL Eld COMMON 3
OP OR SOLE PLATE TO STUD 16d COMMON 2
CONCRETE EILING JOIST TO PLATE 8d COMMON 3 1
ALL CONCRETE WOORK SHALL CONFORM TO THE REQUIREMENTS OUBLE STUDS 10d COMMON 24"O.C.
.ONCRETE SHALL OLIBLE TOP PLATE
OF ACI 318 4 ACI 301 LATEST EDITION. C N 16").C. Cd
BE NORMAL WEIGHIT WITH A MINIMUM 26-DAY COMPRESSIVE CONVENTIONAL IFRAME ROOF AREA5
STRENGTH (F'c) OF WOO PSI. SHINGL4E ROOF$
CONVENTIONAL ROOF FRAMING SCHEDULE
24"O.C. MAX MAX SPAN (FEET) Span Tables-Kor No- 2 SYP Rafters
REINFORCIN(I LYRAMING 0 9 1/2 No Ceiling Lo&W -_20 per LL, lopor DIL
REINFORCING STEEL SHALL CONFORM TO ASTM A&I5 GRADE 670. �IXIS
WELDED WIRE FABIRIC SHALL CONFORM TO A5TM A185. _2X8 12 SIZE 12-1 CP 24" o.r-.
.6. Iry" 0.q.
�-:gxjo 14 2xr, 12'-4"
L2X12 17 Ir
SOUTHERN YELLOWIPINE. 2x5 22'-Sv
WOOD 2xlO w-W, 23'-2" . f5-Ir SIMPSON HTTIro
WOOD DESIGN SHA4_L CONFORM THE REQUIREMENTS ��TWE� for N&..:2 OYP Rafters No Ceiling Joist- 7
NATURAL DESIGN 6rECfFICATI FOR WOOD CONSTRUCTION AND STUD SCHEDULE Span Tables
THE AITC TIMBER CONSTIRUCTI MANUAL. ALL LUMBER 514ALL BE with Dr9wall C-4014 20 par LL, 15 psr DL
5UWACED DRY, U_&*F-> AT M% MAX. MOISTURE CONTENT. LOCATION SIZE/SPACING NOTES
SPF OR SYP SIZE 12" gTrt., 1&" o.q. 24" o.c.
STuE)5 (LOAD 15EAPING) 02 OR BETTER Fiv 2 15,00 P51 (2x4) ADJUSTED VALUE XTERIOR 2X60 6 -- 21--61" 111-6.1 -1-----��_
:R Flo - 1200 PSI OxW 2xl0 24'-t;V 25'-2" 201-roll
ALL OTHER MEM554RS SOUTHERN FINE 02 OR BETTE XTERIOR 2X40' 6'v 2 SPF OR SYP`__
2xl2 2(W
ALL WOOD EXPOSIlD TO WEATHER AND IN CONTACT WITH CONCRETE SHALL BE IINTERIOR 2X40 STUD GRADE I I
PREA6URE TREAT15P. STORY ROOF LOAD ONLY Span Tables ffcqr��No. 2 5YP Ceiling Joist
20 piffif ILL, 10 psf 0L
ROOF SHEA-rg-NG 16" o.c. 24" o.c. pp
ROOF: SHEATHING 14" THICK CD-X PLYWOOD OR EQUAL -SIZE 12" dzc_- F-11" -17--W- U
_> RAFTERS. PROVIDE 6D COMMON 2x4 ( TYF) FRAMING 4 GONNEG ION& FOR OFENINGS 1:21
50ALL BE NAILED ITO THE WOOr 9� - g�
NAILS tp J1" O.C. AT PANEL EDGES AND * b" O.C. AT INTERMEDIATE 2 x(P 15
2x8 2��7j
�T_ 11'-5" 14'-2" SEE PLAN FOR LOCATI 5 01
SUPPORTS. FINISH FLOOR ELEVATION SHALL BE 18" ABOVE GRADE' (MIN.) 2xl0 24'- 20'-S" III-011
2x12 2(W-P 24'-40-
00
CONNECTO ..ANQ FA5TENING SCHEDULE $pan Tables fror No. 2 SYP Floor Joist
UNLE55 OTWERW15E� NOTED ON THE DRAWINGS, THE MINIMUM NAILING AW C) M
REQUIREMENTS ARE PER FASTENING SCHEDULE- TABLE 2306.1 2- CONNECTORS ARE SIMPSON STRONG TIE OR EQUAL. 40 ppof LL, 10 pof DL Cq C%1
OF: THE FLORIDA EWILDING CODE. SIZE 121, &A45- Iro" 0.c. 24" oz.
WHERE WOOD 1`10-1&ERS FRAME INTO OP. BEAR ON ANOTHER WOOD ALL FRAMING MATERIAL SHALL BE SOUTHERN YELLOW
MEM5ER/SUFFORT,,APPROVED GALVANIZED CONNECTORS BY SIMPSON PINE. 2xS 14'-Y- 12'-10" 111-011 DRAWN BY
2XIO
OR EQUAL SHALL VE USED AT CONNECT ION/EVERY MEMBER ONLY 2x12 21--IF WMM
TOE NAILING 15 NOf ALLOWED,
START DAIZ
ALL WOOD TO WOOP OR WOOD TO CONCRETE CONNECTOR$ SPECIFIED Roof Framing NotdO- 5-27-05
SHALL BE SIMPSONtS STRONG TIE COMPANY. ALL CONNECTORS SHALL SHEARWALL SCHEDULE
NAILING HOLD DOWN LATE 1. Clip rafters to each bear" point with SST- H2.5A clips up to 10' apan. SCAM
BE GALVANIZED. MW* SHEATHING EDGE FIELD I SIZE EACH END ANCHOR BOLT For ereater OW 10' 5PAIn use Simpson LTS12. I = 1.011
1/4' 1
7/16 OSEI (I SIDES) 3- E3-�' 8d HD5A OR HTT16 11/2"00�4' 2- All ridges and V41II998 "it be one (1)nominal size larger than adjoining rafters.
ALL WORK SHALL f§E DONE STRICTLY IN ACCORDANCE WITH T14E 3. Nall rafters to 6411ing Joists with 4 - .131" x 3 1/41' nails. JOB 140.
SUPPLIER'S SPEC IMICAT IONS, AND AS RECOGNIZED BY THE FLORIDA 4, Nall rafters to iqlates with 3 -loo'd common nails. HAM
BUILEAWS CODE. JNOTES: 5. All rafters and c9elling Joist shall be No. 2 or 5t. SYP. PLAN NO.
2 STUDS EACH END OF SHEARWALL CUSTOM
CONSTRUCTIQU
Ij 0
TIM.
P XP
J-7
-t. -T.
Ni
ST18
ST22
ST22
_>5, MEANS, TECHNIQUES, SEQUENCES, PROCEDURES 2. USE 1/2"o A.B. FOR HOLD DOWN. PIMEN610N% MAY VARY 5L 6
CONSTRUCTION MEIFHOF I HTdY DUE To SHEET NO.
AND SAFETY ARE fjOE SOLE RESF-ON51BILITY OF THE CONTRACTOR. FIELED MOD11FICATION5 AND ADJU5TMENT5.
0
ij L I
E111111'11'1�1 U IlJ
REVISIO
COT
r
U p
81
----------
L�71'-A <
ell II
V,
V.A (.-A^-
Vlt
............
:3
iL
17
COP.
a
Iol
'Yot P-1--l.
40 DRAW
CHECK
4
DATI
SCA�
JOB N
SHEE
A2 -p-
NATOM.PR^TFW NO, 186A 24x,16 ,
t
771, 7�,7
-te
T tLO T G C,r_-A N W L U 1%Y
444W I t4 PR6 Pr='PtY 'D 5_<-c 3P_ 1) AS
U1ZR 1� w T flu 8L IC KECOR. P �5 oF Q vl,\ u r-4 T
A
*4 L E 55 NO TE t> 01-H'E PpOaFuy ' ',�
r- Rrco P_D
ON P I.Ar A44 P R 01
36 MOR.. D,UV'Ak
1Z Lj COO t4T
'S H O)o&4 COM N1 U N I Tf Rk W E L
u iLv 1�_y prm ef-OR K, E Dy W1 Er No-or- 6 1- '36) FLORI >A, r t4C..
T7ob
LOI
0 0 Z' /4 Ai
r
10' EA,
WAT
* !;,�S i f.Z 4 L 8 t+6 94V L 0
0. 0(a' (A)
j T
L tC>107 VA rd
F_L
EVA Tr ol
+
u �u Tr r= k
tIPRO MWIty Fzcjt4
0
0 r4elpi LA
1.4
10
L1T (15
&Aj
Go *4
Z3 Le,jz's L Aii.ti E
0 F*.- lrl>
T
,tr,
�JA T U L�,L P3 0. E
L F.V.
tA 14F 1 JOE
(>
ttuj
0
Igo
60. 00 PLS
'ZS 9 W VZ-K
F-T fA JOA t4 '50 C4 ex D L E P bY P-
PAN A
it04
t