Linkside Drive 1194,~ ,~
1. /
FLOOR PLAN
SCALE: 1/4" = 1'-0"
ALL DIMENSION
FIELD VERIFY
,~
12 '1 •' ;; q.i
'•~w •
h '•~
•
yy~~~/W
MIMI ,
.
n •
7 ~{. r t••i ~,1
•, 7A •'~~
•
. R '•S ~• ~
P ~' ' i . '\1r• 4. ••'
•r ll• J S• '~ .j .7 ISw..•, • •
r--Z ~rr'?~
~r
• :, ~•..~•
..CEMENTIUUS VENEER
:• .~ i4
.
,
_ •r
~ ~.1. f` ~ ~ . y ~1.. ...•
•
•f •`J •N
:4 ••A •• •,• J','• 2.74
ffI~
'B"ELEVAT/ON
r-i! v_r v~ ~r,
' 4 ~ ' , ..~ • . i• 017 r , ••` • n:
l1 y ,i • 4 1.2f
x,17 [rye r•%,~:~i'~r :' ~•~,•.,' ., w ~,.
ff~
~~ ~~
~ ~.
WALL SECT/ON
~i~-, ~
3Q. FOOTAGE
icanw yaw e~
ENG. ROOF RAPIER
FIEF SFgNCLES FASTENED PER AS11d D3161
UNDERLAlA1ENT FASTENED PER FBC 1507.3.8
OSB ROOF SHEAIHNG
6' CAtV. EAVE DRP
FASCUI MRAPPED
w/ vr+n
vEHnuTEO vlNn soFFlr
16' OVERHAND
~S10000 FAiSH OVER Far-BACKED uTHE
ose wALL sHEATHING
'1YIIEK OR EQUIV. HOUSEWRAP
SIB ~ SPAGNO OF S1UDS
PER BUIIDIN<i CODE
R-11 MISULAIKIN
FOOTING PER ENGINEERING DRAwNiG
11r1ISHED GRADE
m
w
e
0
~ ~ O
N O ~
N
M ~
v V m
~ rW^ q
w " ! 4!
V ~ w
~ t~
~ ~
J
~~ O ~
w
Q ~
~ z
Q W #
~ J
~~~ W O
,V
y °~
Z~
~ Qo
,C ~ ~
V ~ ~
4! ~l ~
w ~ O
N
Z
0
N
J
W
ICI i
I
sar -~
"1AY i 2Q~F
1.0 11ESIGN SPEC1f1CATIRIS~
DESIGN CODES The 2004 Florin BuRdng Code (FBC)
OCCUPANCY Group U•UtRlty and Mscellaneous
BUILDING TYPE• Type V-B CONSTRICTION
BASIC WIND SPEEm 120 mph
WIND IIIPIBtTANCE FACTORS 1.0 (Category II B~laDng)
WIND EXPOSURE. B (Greater than 1500 ft frar7 CCL or mean high tide)
Di1ER>HI. PRESSING COIFTICCD]!!G t 0~ (ParaaOy Erxiased Duldng - located h the Vhd-Barrie Debrk Region)
lIAXIMUM DESIGN WIND PRESSIXtES (psfr
~enhg Size (sf) Interior Zone Edge zones (3'-0' front outside corners)
0-20 +34 and (-)36 +34 and (-)43
21-50 +33 and (-)35 +33 and (-)40
51-100 +31 and (-)34 +31 and (-)37
)100 +~ and (-)32 +30 and (-)35
DESIGN CRITERIA AND LOADS'
Roof Laadhg„~C~9 Stolr. Porgy ~~
Top chord Ll 20psf Top chord LL
10Dpsf
Top chard DL )psf Top chord DL 3Bpsf
Batton chord LL lOpsf Bohan chord LL Opsf
Bohan drard DL 5psf Batton eland DL 5psf
Floor Loa (Ca~1m
Tap chord lL 40psf
Tap chord DL lOpsf
Batton eland LL Opsf
Bolton lard DL 5psf
Auks dth Storage LL 30psf
Auks dthout storage lL MpsF
2A MATERIAL SPECIFICATIQIS~
DtTERIMI PIS APPIffD NORMAL TO VAIL SIN#'ACES
z LDEAR BIIERI'QATIaI BEIVEQI YALIES ff TRDN1FARy AREA Is PERI#SSIINI
3 PUlS AND NDUS SIQS SB~IFY PRESSINE ACTDtG TDVARD L AVAY FRQI TH
EIlTERIat VALL SiNM'A<i<
4, ALl CQPaENF L VALL EIDENTS SHN.L BE DESIfdED FOR BOIN
POSITIVE NlD NEGATIVE PRESSU~S SH-VN DY TABLE ABOVE
S CaEaEl1T B CLADBDtG EIOEATS VIIHDI A DISTNJCE 'n' FRa( OUTSIDE
CORN;RS ff TIE IMNLBDG SWtll BE DESIOEB Fat TIE EDGE STRP PRESSINtC
OTIERVISE, IlSE DITER®t LONE PRESSURES,
6 DESIGN ff VDlDOVS/DaBLS FASIEIIIHf 10 THE WALL FRAMING IS TIE
RfSPDts>B)LIfY ff TIE VD100V/l~t WWFJSUPPLffR L SHALL MEET THE
ABOVE NQIED POSITIVE h IEfiATIVE PRESSLRES
CAST-IN-PLACE C~RETE~ shall hove n cor~presslve strength of 2500 psi nt 28 days,
Cp1CRETE NASRRY U~UTS~ sfaU be cana~ete rosary alit In accardonce dth ASTN C 90 and shnU have n nkilrun
net oreu cargressive strength of 1900 psi Shen using Type M or S mortar (ASTM C 270).
In o«ora~ce .nn as s30, aye ~90o psi aod~ h ~o~rwtbn dtn rype M or s nortor crovides a des~n co~gressive
strength (f'rJ of 15~ pst
GROUTS The grout shcU be h nccordonce rfth ASTM C 176 ad shnU lave o n~xYxn carne nppregoie she of 3/8'
placed ut on 8' to ll' slvp ord have a ~n speclFkd corpressive sircrpih of 2000 psi nt 26 days then tested h
accordance pith ASTM C 1019.
REUi0tCU1G STEEL. shall be ASTM A615, Grade 10
STRI~TURAL STEEL. shnU be ASTM A36.
STEEL PIPE AND STRIICTIIRAL TUBING stall be ASiN A500 (Grade B>
MELDED V~tE FABRIC (VVFb slxill be ASTN N85,
ANCI~t B[LTS AND TfREADED RODS shall be 6 uccardonce rkh ASTM A 307 or ASTM F 1554 Grade 36.
YAS{ERS~ siwU be h accordance pith ASTN f X36 Grade 36,
NUTS shall be h nccordonce dth ASTM A 563 Grade A Hew
ANCf~tA1G AgfSIVE~ stall be one of the fdlodrg products (DUAL CARTRIDGE AISTALLATIQI QLYb
~ SYpson Strang-ile Ca, Producb Epoxy-Tie SET ar Approved Equal
~ Simpson Strang-tk Ca, Producb Acrylk-Tie or Approved Equal
lETAL CQ1ECf0tS~ All metal correctors Nlikh are exposed io exterbr sfall be gnlvnnhed, Z-MAl( or SS
3.0 CQISTRUCTIDI SPECIFICATIRISi
3(l5) R0~ ASSEMBLIES Roof Assemblies shall be h uccordnnce ~Kh FBC cfapter iS
3U8) FmTINGS MID Fa1NDATIRIS~ FootYgs nrd faundntbrs slxill be h uccordon~e ~i#i FBC chopter 1a
Shc carpuctbn shuU be h accordance rl#~ 1803,5
3(19) CRICRETEi
CorKrete and Steel Rehforcenent slwU be h nccordcnce dth FBC chopter 19. Convete cover shall be
Tn accadence withrable t907.7.f
3(~IkIASQRY~
Masonry consiructbn slwll be h uccordonce dth FBC dnpter 21 and h nccordonce dth the Specifkutbns
far Mosorcy Sirurdres ACI 53D/ASCE 5, ACI 3S D IFits iM grout Uft height to 5 ft ord regilres n lfiar FYdul set tine
between ItRa
3(2~>STEEL~
Steel Constructbn shall be h uccardur~e dth FBC chapter 22,
Wood frnmhg shall be h accordance with FBC chapter 23 except ns noted In these plans, All conventbnal frnrtng shall be SYP #2, Refer to truss shop drark>gs for truss detaks, ~
All rood members exposed to reather or contact rich masonry, concrete or sell shall be Provide soul bloddrp at sheathhg ,Johts h Ti,e fist fro rafter or tnas spaces from gable erw~
ressure-threated Roof sheathp~g shall be attached to blockhg rith net-end Hal re emen'ss, o
P rm ~g ~"
W
n
x(2304,9) FASTENINGS 3(2304.1.2) R0~' SI~ATHINGs
3.
The'Festertrp Sdredule' h Table R304,9,1 sha0 be used Ulna h these plans and ns fdlors The doable top plate shag provide Use 1/16 Rated shenthk~g fastened w/ 8d na#s 6 ac edges, l2' o~c htermeoBate: ; g
a 4 ft lap and shall be face nulled rlth (8) 16d or (12) ,131x3' on each she of the ,Joint, ' '
3(2304,3,4) GABLE ENDWALIS~ ~
( ~) S i Provide platform framing h attk or balloon frame rail st~ls nt all gable ends, `
~~
Thk system uses o threaded rod (thru-bolt) caithuous from the foundntbn to the double top plate, 4, IfAM~ pNp IETHII~ the StruCtu'al Blau not hate cOrltrd p' be fOr [alOn n
reSpO~le
y a n r s are only req~red at the fdlowing locatbns' Means, Methods, Procedures, T or esI For the alts or o~sslons of the contractor or
Spaced ! 6' ae at tfie exterbr tall sNl plate there the thru-bolt spackg ~ greater than 6' o~c an other the nark or for the faNu^e
y persons perfornhg for any of them to construct the ratC h
At the exterbr roll sll plates there the ttru-bolt ~ Wore thane 12' from ale end of the plate, accordance rlth the contract documents,
Anchor belts are not req e a er or aring wall sNl plates, ~
s, ~mrs ff s~n~ o~cnmta~ u~s~a ~svua~a~ ire ~ fir d + ny
The Strucdrnl Engheer we United to the fdlming~ cmttN+ois loud path ~4d upUFt, .ood Porgy
3(2304.7.ll FLmt SIEATHI~~ sfiennnlls, ~nll frcnNp ord requuNed sheeting nrd headers drecilY wPPa'!h8 rroof fra-h8
o ~u e~ o ~ a o+~ uk ~v ~ ~uea i~ not desgrkd are-~en~red .ood +~oor trusses, floor frorip rat spedfkdly addressed,
IEe vM nG gpma prei wm ~ oms4amn ~a~e w futered pe~ r~5ie zit truss-to-tnas connection and ur~y nrcHtectirnl, nedarikul or eleclrkul system, z
_ y
Brittle Fkdshes 0/240) Flexble Fbdstres (1/120)
(Stucco, Brkk~ ( el, ~» )
Pl. t Slze of Studs PL He t Size of Studs
BA9 2x4 SPF#2 8A9 2x4 SPF
9A9 2x6 SPFw 9A9 2x4 SPF#2
10,09 2x6 SPF lao9 2x4 SPF#2
11.09 2x6 SPF 11,09 2x6 SPF
1209 2x6 SPF 12.09 2x6 SPF
13A9 2x8 SPF 13,09 2x6 SPF#2
14.09 2x8 SPF 14A9 2x6 SPF#2
15,09 2x8 SPF 15.09 2x6 SPF#2
16,09 2x8 SPF#2 16,09 2x8 SPF.
11A9.19A9 2x10 SPF 1J.D4.19.09 2x8 SPF#2
2a09 2x12 SPF 20,09 2x10 SPF
'-Use 2x6 SPF or 2x4 SYP,f2 End Jointed Lumber
Where "CONVEIV110NAL STRAPPING" Is shown k~ these plans, use:
Sknpson SP2 w/ (6) lOd na#s each end for wall stud to top plate conr~ectbns Q 32' dC,
shpsan ago strapphg r/ rn lOdx1S' raNs each end for second stayr roll stud carr~ectlorrs E 32' ~
Simpson SP1 w/ t6) lOd raps to stud and (4> iod nags to sNl plate a 16' DL and anchor belts nt 32' ~
S
Use SPF fade (or better) for all hterlor
rolls up to B', Use SPF#2 (a~ better) far rolls
over 8' UNIT h these plarti
Spoa studs E 16' OC at d exterior, hterior beorkp taus
and htertor sheer rolls ~
Space studs ! 2M 0~ at hterbr non-beorFg rags.
Use SYP /2 top plates and
PT SYP #2 sIU plates
in general the thru-bolts serve as the
continuous load path from the double top
plate to the foundntlon,
~, r~-~n~n voon r~uss ~ n~i tr~~ ~t ~e aesgned or~a ~~t~d ~y r~,ss
Mur~ufnctirer's Registered EngF~een
PreFohrkcted sburpinl trrsses sfwU caply dM IfPA IkNawl Desigi SpedFkoilaars far Vaod
TPI Dsigi Spedfkotbns for Metal Plate Car~r~ected Vood Trusses, and AITC 100.
Bruckp of avsses during erectbn hstuUutlan sFnu corply .tkn mt H1B 91
By sig~F~e and selYg truss ~nyouts, me EngY~eer of eecora cE~U notes ra clans ~egord~ng the
taQa~er~t dedgn flat There prepared by the delegated ergheer Qruss Design EnpYieer) to adieus
the frurig depleted on truss layouts, The EO! dces not dale the m~k cantoYied m lass layouts
ns Ns om 1Fe EOt tertifles tfwt the trrss ord bean span ~ectlons, and beorYp bll locutbns ore
Hose ~hkh the agparitg structvr rfiere desigied to carry, Dutles delegated to the Truss Design
Enphee~ e~SftY not covered by tHs seal FKlude corpor~ents Undvldial ins design, buss to Mss
canecllors, and truss io truss londna
tn"
in
W
0
t
a;
0
~ ~
3 N
t~
Y • r\
~~
a 01
~ m~
s o~
4~- Cal
~~
IcI~o~~a
rF~pO
~~~~
N J
N
v m
~w
V ~ w
~ W
a~ ~ ~
m o
Z J
~ ~: ~ ~
~w
\ C J >;
p~ Qm
Ow ~
Q ~
Q W~
`Z~
a~ W o
. C7
y ~
0
,C ~
V ~
~ o
GEIERAL~
Use 3' edge na#Ing In the loner top plate on all extertOr walls
SV-3 hdcates 3' EDGE NAILING ~ also required at the bottom and side edges of the sheathir4}
Rated Sheathhg
Vhere stucco, btdr vereer, ar honk lop slug, ar hterbr shear raB belated, underlay dth 1l~' Rated strlatlig Fasterrld
r/ 8d naNs Unless noted as above, space nags at 6' ac, edges, and 12' o~c, htermed~te,
HARDD'ANEL Sheathhg~
Where Hardipnrx'1 shorn use 5/16' Hardipanel shenthhg fastened w/ 6d naRs,
Unless notes otherr~e, fasten r/ 6d raNs 4' ac, edges, and B' ac, Intermed~te,
Vhen SV-3 W Hotel
1, Fasten 1/16' Rated Sheathhg to studs w/ SW-3 NaRk~g PnterrG
2. Fasten Hordlpanel Sheathhg to Rated Sheeting r/8d NaNs 6'at: Edges & 12' o,c Intermediate,
X306.9,5) IffADERS/JAl7C STUDSi
ik hwd~ and ,Mdc stud 1oUes M 2'~B&9S slwq not Ee used Inter to Mere pions far hoder wl Jedt stud ngiinrnts.
3(2318.3) C~UMNS AND POSTS
Attach headers to pasts r/ m CS20 flat strops r/ Cn l0abd,5' ~ to header and m lOdx1S' raps to post
Notch headers under tap plates and hear on ,Jack studs or use St~on H1C41D hanger d pD l6d to rdl (B)16d to header,
Arclar posts to fourdatbn r/ Stepson ABU post base d (U SIB' threaded rod set r hto Footkp and (1~ 16d nobs to post
or use (1) Skapson HTT16 w/ (1) 5/8 'threaded rod set 7' htto footing (18)16d nails to post,
z
0
N
W
S7
#4X12' DOWELS
SET b' INTO EPOXY IN
EXIST, SLAB mP~ TING EXISTDVG
EXIS SLAB
WDVDOW
r,. -, -, -,--, -,-,------
~'
~:
~•
~:
..........
..........:I:I
I:
I:
A
~, rya ~
Q
4 CD~RETE SLAB r/ S?
~
•
~ ~
6X6 #10 WF OR '.
'
.
FIBERlESH RED(F, ~ .
~I
' ~
OVER 6MD
VIIP~ BARRIER
, z
w.
I ~
1--- .
~.
OVER CLEAN CD~ACTED ..........
v~ ~
1--1 I TREATED FD.L ~:
.
x
w
~~
J:
--- ~;
---
A
FOUNDATION PLAN
SCALE: 1/4' = 1'-0"
TIE-DOWN PLAN
SCALE: 1/4" = 1'-C`
ATTACH 2X4 SYP#2 SCAB
TD EACH FACE ff THE RAFTER
6 EXIST, TRUSS r/ CpVSTRUCTIINV
AD14:SNE AND (22) a31X3' NAILS
(EACH SIDE ff BREAK POINT)
3' ac. 2 ROWS STAGGERER-~
~ I ~
I I I
I I I
II I I I
I I I
III II III
- "---- ''~--- ~ I
III II III
III III III
I m n m
III III III
1 I 1
I I 1
1 I 1
1 I 1
I I 1
1 I 1
1 I 1
1 I 1
1 I 1
ROOF PLAN
SCALE: 1/4" ~ 1'-0"
~i~ EXISTDJG
III WD(DOII
II
I
I
RAFTER 2X4 SYP#2
e 24' arw mrPa
I
I
I
I
I
I
I
CONVENTIONAL FRAMING N~TES~
EXTER WAIL STUDS
TIItEADED ROD ' CONCRETE SLAB r/
PT SILL PLATE FIffRMESH ff bX6-10/IOWWM
II4 '~~
U'~ .'~
.~.
1• ~ .
.. • .~
(2)#5 CONTD~NIOUS Fit 112' UNDER 1 STORY WAIT
(3)#5 CIDITD~IOUS FOR X16' UNDER 2 STORY WALL
(3)#5 CONTD~NIIWS FDR b=20' UNDER 3 STIDtY WALL
25' MIN LAP BEND AROUND CORi~RS
n ~P,cA~ Mo~B '~~T~~b~~k~`"
L ALL CIDNENTIl1VAI FRAMBVG SW~I. BE SYP, ~ 2 IDt BETTER SYP,
2, FASTEN ALL RAFTERS TO PLATES WITH SIlf'SON ~ CLIPS r/ (5) lOdx1,5' NABS
EACH END FOR SPANS UP TD 10 FT.
3, FASTEN RAFTERS TO CEILING JOISTS W/ (4)12d CC##~I WIRE NAILS,
4. FASTEN RAFTERS AND CEILING JOISTS TO PLATES W/ (3n2d CO!#~I WIRE Tff-NAILS
J`F.
F
Q
3.
o:
~~
d
1
~ ~
3 N
~ z
z c~
_ ~ -.
~~
a °'
~ m~
~ ~ I
W = c oo'i
O a oro
_ ~o ~ I
~ ~ o0
O ~ ~~
M
N
N
~ }
~ °°
w
V W
as ~
DO
Z
~ ~; ~ ~
~w ~
~C ~~;
0`~° ~~
Qw Q
Q
Q ~ t
a
y ~
~ o
,C ~
J ~
a
~ ~
o
z
0
w
rc
IF SPACDVG ff TREADED ROADS
EXCEED 5`-0' 0~ THEN ADDITIUrAI
1/2'0 ANCI~RS SHALL BE ADffD
TO THE SD.I AT A MAx SPACING
ff 5'-D' ~ (SEE DETAIL WS-4)
INTERIOR WALLI 4'-0' O,C, MAX,
EXISTING HOUSE
~ ALL SD~PSaV IETAL PRODUCTS VDl REQUIRE i
THE Z-MAX FD~OSH WtEN USED DV CINJU~TOH WITH ~
i
ACQ PRESSIDZE TREATED LUMBER
i
SYMBOL LEGEND
• THREADED RDD LOCATION
~ ~a
EXIST, TRUSSES
e 24' QC. (TYPJ
i
' ~
U~'1 TH~ADED RDD
SILL PLATE-
EPO%Y IN S/8'1 IO.E
Ot ARCYLD:IN 9/16'E IQE
n THREADEDR00/SLABCONNECT/ON
the threaded rod systen slaty aw~st of R~1 dreaded rak, arier~ted rertkeR and ettad~ed to the faudatbn and to uppernost plate et tfr locntbns hdoeted h these done Abore tap te, a 3'x3'xV4' thldc steel ~,
Fasten aNh a nut and egor et leost 3 threads to ex~rd obo+re tightened nut ( Thh systen eli~hates the eolwentlonal stropphg regdrenents of good froned construraon Qe, stud~O-plnte plots to faundatbn ~
fbortto--fleoer straps, end header to Jade stud straps) unless othereke noted h these doaaents ~
At eN plate penetrathns, provide a hole h the phte 1/~' larger ~ ~ doter of ~ threaded rad used VhhFe shgle rods ere preferred, couplers (S~San pN or equaU nay be used h cores share one ronthuas rod ~ unfa
The rad sheN be hsteged approobately centered h hole. Rods nay be slanted fran true rerrDal a iaxtieei of ~ hdxs h ID feet to mold tonfikts eith floor end Ball fray the nut obaYe the uppernost plate shoN 6e seared
aver ~ Basher to a slran~tight a~ddon pbs ane•IaIF tun of a stondord arerKh uppr~ y ~r ft-Ibs of tongue),
L
AR threaded r~ads shy be bled ~ epmry ondlored eiith Shpsan'SET' Ilpll Strergih Epoxy ar approved equal, Provides a ~ eke measured fran a!~erlhe of rad to edge of slab) of r far ix4 fro~p and 3 h i'xfi' froaig
I I I ~ I I
I I I 1 I ~~~ I
1 I I 1 I I
I I I I I TERMQNATES AT I
I I I I I DVTERIEDIpTE I
I I I I LEVEL w/NUT 1
I I I I I AND VASHER I
I I I I ~ I I
I I I I (SEE PLAh~ I I
I I ALL ~ I sNEEaRVAU (SEE PLAIq I
I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I L I I I I
-- _ -- _ _ CIIen1aTlRl 1/?" MI'.Ntit RIl T
~--tATItN It1~A~D Mdlll Ill ~--._..._. -- ---_-- -_.
t~T SI~WMI ff 1/x'1 x1' EPOJfffD ANCI~
]f t~ TiREATED ROD ff ANCIOt FOUNDATI~I PER K/S-4 SiIAL BE D~TALIED
BUTT. JO[NT
BOLT IS LOCATED AS SIWN PROVIDE PL SYPif2 IF LEADER LENGTH
R 1/2'0 x 5-U4' E%PANSI~I BOLT SILL ~~ EJIC® Y-0',
N/ U2' VASIER PIATE~
PROVIDE AT A DISTANCE ff ~ LESS
THAN 6' AND t~ MBE THAN ~ FRa
ALL 1a1TT, JOINTS IH TIE SDl PLATE,
SILL PLATEBUTTOMJOINTDETA/L
BQBIDARY ff PLYVOOD ff SfEATHING
SIEATIQNG -~ (SEE GEIERAI IgTES)
E%AIiPLE ff PANEL
EDGE r/ BLOCKING
MERE REQ'D, AME .
NAD. SPACING AT
SUPPORTED EDGES, ... ....... ...... .
fGEIERAI. RTES) .
E%AIPLE ff .
(IIIIBI.OCKED) PANEL
EDGE (TYPJ ~
NAILDJG TD
DVTERt~EDIRTE .
SUPP~tT IS 6' ~ .
QC, NAIf, t~ STUDS, R~
TRUSSES IR
FL~t ,JOISTS
n SHEATH/N6NA/L/NGDETA/L
U2' TI~I
ASSENBI.I
ff IQHG
ADED ROD IfRDER
VIT IUII 6'
~ LESS THAN
43'(3'-1') SHALL USE (U IgNG
& Q) CRIPPLE
~EImrG BE
TVEEN
a~-~')-(a~-o~
sitAli. usE (2) KD(G STUDS
~ (2) CRIPPLES ~
IF OPENDVG E%CEEDS B'-g'
DV WIDTH SEE PLAN
SDl PLATE
:ra.~ •,
~ ~ ~ ~ ~~ T~ ~a •~'
~:.~1'•'~i
- ~e .~ ~, -. -~
~ ~~ ~ ' a•. .: .. 'a
n TYP/CAL W/NDOWDETA/L
FASTEN CRIER POST
TOGETiER r/12d Calal
e 6' O,E aTAGGERED)
' 2x_ SYP, lk2 DBL Tff PLATE
FASTEN TOGETIER N/(8)16d COlBI~J
ff (>~ 131x3' NAILS
6' NAJC
n DBL TOPPLATESPL/CEDETA/L
..
v
,d
az
}•
~~
i
~.
3 N
U Z M
2 (~
z • ra
vi ~ ~
2 ~ ~
~ m.
I
W = S v-
~ aL " c ~
_ ~o m y I
a; ~~co
O vicn~v~
N J
N
M
~ ~
~ ~
V W
~ ~
J
V
~ ~. `, ~
~w •
~ C ~
p ~ E- m
Qw w
Q D ~
Q ., t
Oe o
y ~
0
,C ~
V ~
a
~ ~
~ o
1 0126 1 Z
1 01x8 ~ _0
N ~ N N
^
• NAIL FRUI W
OTIER SIDE ~
ff 2nd PLY '
X
k • ~
D 3rd
(1) ~ ~-
1 1x_
BU/lT UPMEMBER
~~
nTHREADEO RODANCHOR/NG SYSTEMAND NOTES
AND 3'X3'xU8' SIB ~/
(~ 2x_ Tff PLA VAS ( ) 6 OR LSTA18 232' QC.
~1 rn' ~ aom eT re~amr. nucc L~~
e ~ C
w
M
F
D
RATED S4EATI~NG
(REFER TD I~TE 3(23093) 3
~V SIEET S-1 F~ SPECS) a
~ _
}•
RAFTER a 24 OL
d
z
(~ 2x_ TOP PLA
3 X3'zU4 VASTER
s v2~ HuT mrPa ~
~niHG ~arsT ,,
V2' GYP, CED. BOARD
3 N
ti
OR 5/8' GYP, VALL&IARD z
= GL ~
~
MJRRICAI~E ANgflt 1/2' GYP, VALL~ARD ~ ~
z a u ~
~
~ ~
W = srn
O a" o~
_ ~c,ow~ I
~
RATED S1EA
~ V
•~pO
O o,cn~o~
1/2'0 THZEADED ROD N
N ~
v
~l m
2x_ STUDS a lb Ol„
~w
V
~
a~
z w
~
m
Z
0
~
~
~ ~: v g
~w
~ ~ W
~
u
Q ~,
'" m
0
Q J
Q , J
Q ~
~
a O
y ~
,C 0
~
v ~
~ ~
~ o
P,L 2x SILL PLA
TE
r/ SEAL ~
i
i
i
, ~a
.~ •~ i
I
I
~. •~.~ ~ I
I
~'4
~•
Z
I
~.... i
• ~ ~
I
•
t :~ ~ I
~
l~IT~C FTNG, j
(SEE DETAIU
W
'
~ i
i
~ ~
i
i
i
TYPICAL ONESTORYWALL SECTION i
i
-~
~'~ , ~f
FLOOR PLAN
SCALE 1/4" = 1'-0"
ALL DIMENSION
FIELD VERIFY
12 '~ ~ ~ ~•
-'~ . w...• ~.
,.I 11 ~~ ' ~~ ~~ .,. 15.w. f i L .,+...~
r-z Irr ~, ~. ,.. ~:~'' 'CEMEN~'IDU~ V~Ir~ER ~;' ,;•:.,•
',~ ~ p.• ~y 1 ~ .~.w
..yf f ~ •~ •.•t Y~. w1•
~,• \
. • ,,> \,
U HXEE
// //
~K ~
ff IU11E
';4 "ELEVAT/ON
SQ. FOOTAGE
IOp110N X00Y M
5/B"GYP BOARD OF
1/2"CENNG BOARD
1/2'
" w/
E
\w•Y•~+
~ Lf
5M L;..
fy~~..
~+tl :n~
~I~I~~~
~~; I"111"11~
ENC. ROOF RAPIER
F6ERCLASS S-NNCLES FASTENED PER A5111 D3181
IMIDERLAYIIENT FASTENED PER FBC 1507.3.8
OSB ROOF SHEATHING
E" CAIY. EAVE DRIP
FASCIA MAtAPPED
w/ vr+n
vEr'muTED vcln soFFlr
16' OVERHANG
•STUCCO FN~15H OVER FE1T-BACKED LATHE
• osB WALL sHEATHINc
•11'VEK OR EOIMV. HOUSEWRAP
sr~ a SPAgNG aF sTUDs
PER euLaNO CODE
R-11 INSlIU1KIN
FOOLING PER ENgNEERNC DRAMING
1~NSHED GRADE
w
0
N p
N
J V
~ W m
~ I~
~ ~
V ~ W
v ~
0 ~. p ~
~w
\ C ~
p. ~ ~ m
Qw ~
Q W ~
Q ~ ~
~ lv o
y " i~
Z~
~ ~
,C J
V ~ ~
b'
~ J ~
~ ~ D
Cliff V AiRA,~ 1~ DEACH
BUILDING OFFICE N
agar o 21oos °
0
WALL SECT/ON By: u~
~~
LO'IIESIGN SFECIFICATIRIS~
DESIGN CODES The 2004 Florida BuNdhg Code (FBC)
OCCl1PANCY~ Group U-UtNity and Mscellnneous
BUILDING TYPES Type V-B CONSTRUCTIOtI
BASIC WIND SPEETA 120 mph
WIND IMIPITRTANCE FACTORh LO (Category II BuNdhg)
VDVD EXPOSl1RE~ B (Greater than 1500 ft from CCL or Mean huh tide)
DITE~NL PRESSINE COffF1CD?If~ t 0,55 O'ortbNy Endosed Buldrg - lonted h the Vhd-Borne Debrb Regius
NAXIMIIl1 DESIGN WIND PRESSURES (psfA
Opening She (sf) Interbr Zone Edge zones (3'-0' front outside corners)
0-20 +34 and (-)36 +34 and (-)43
21-50 +33 and (-)35 +33 and (-)40
51-100 +31 and (-)34 +31 and (-)37
)100 +30 and (-)32 +30 and (->35
DESIGN CRITERIA AND LOADS
of Lon (Crk12,? Stolr. Porch L Lon dho tCak1,00D
Top chord Ll 20psf Top ohord ll ONlpsf
Tap fiord DL lpsf Top dbrd DL 38psf
Bohan chard LL lOpsf Button dnrd lL Opsf
Botta+ chord DL Spsf btlnn chard DL Spsf
Floor Lo (Cak1,0)
Tap fiord lL
Top chord DL Ulpsf
Dottarr rfiord LL Opsf
Button chard DL Spsf
Rttks dth Storage LL 30psf
Auks dthout storage LL Blp~
2A MATERIAL SPECIFICATIDlS~
DTTERIML PRESSl1:ES) APPLffD 100111E TO VALE SURFACES,
Z LDEAR BlTERPQATIDI BETVEEN VAIIES ff 1ROIUfAR- ARFJ4 >S PERIOSSIBII
a PLUS NOl (ONUS Su~tS sB~r PRESSURE ACTDG TOVARD L AVAY FRaI TN
EXTERDR VALE StitFAC6
4. ALL C~PaENT N CLAODlG VALE ELEIENTS S1Wl BE DES@ED FOR BOTH
POSITIVE NOT NEGATIVE PRESSURES S1~VM 1N TABLE ABOVE,
S CADENT i CLADDDJG ELEMENTS Vlllml A DISTANCE'a' FRO10UfS1DE
CORIERS ff Tit Bllll~ S1MLl BE DESDiEB FOR TIE EB[f S1R1P PRESSIiifa
OI}ERVISE, IlSE DTTERIIR ZDE PRESSURES,
6 DESDi! ff VDOBTVS/D~tS FASTEt@G ID THE VALE FRAMBtG IS TIE
ilY ff T1E VDOTOY/Bmt MANUFJSUPPLffR 0 SIW.L MEET TIE
ABOVE I~TED POSITIVE i NEGATIVE PRESSIiES,
CAST-IN-PLACE CONCRETES sFxill hove n compressive strength of 2500 psl nt 28 days.
CdICRETE MASR1tY UQT9 shwU be corcrete rasanry unit M nccardnn~e dth ASTM C 90 wd sFaU Fave a shun
~t ~ co~~e a ~ i9oo ~ .nom ~ rye N ~ s motor casr-i c z~o~.
In occadorce rtth ACI 530 the 1900 psl blade h ca~6Fntbn dM Type M a~ S norior p'm~des u des~n compressive
strength (f'~J of 1500 psl
f~GIT~ The grout slap be 6 ncca~dorce dth ASTM C 476 wd siaU have a no~dnr~ arse ngpregnte size of 3/8'
placed nt on B' to ll' sltrQ ord have n ~ specifkd cagressNe strergth of 2000 psl ut 26 days Ten tested h
accordance dth ASTN C 1019.
IlEDFatCING STEED shnU be ASTM A615, trade 10
STRUCTURAL STEED shall be ASTM A3G
STEEL PIPE AND STRUCTURAL TUBING shall be ASTM A500 (Grade B)
MELDED MIRE FABRIC (WFb stall be AS1M N85.
ANCfOt GILTS AND TfREADED R~ sMU be In acca~dor~e ~i4h ASTM A 307 ar ASTN F 1554 Grade 3G
VASIfRS~ sFall be h uccord~nce rfth ASTM F 136 Grade 3G
MJfS~ shall be h naordonce ~tM ASTM A 563 Grade A Hex,
ANpO21NG ApESIVb slwll be one of the fdlmkg products (g1AL CARTRIDCf AISTALLATIa1 QLYb
Stepson Strar~tie Cu, Produ~4 Epoxy-11e SET or Approved Equal
^ S4pson Strarg-ile Ca, Prod~~b Aa~ylk-Tle or Approved Equal
lETAL CR~CT[RSi All metal tar~eckars Which are exposed to exterlar sMU be gnlvnnhed, Z-MA)( or SS.
3,0 IXNSTRIICTIDI SPECIFICATI@IS~
3tl~ R~ ASSEMBLIES Roof Assetlies stall be h nccordonce ~i#i FBC chopter I5.
3tl~ FmTINGS AND Fal!lDATIO~IS~ Footlrgs and fauidutbns s1aU 6e h naordon~e dth FBC clwpter 1&
Sol capnctbn shall be h uccordonce dth 18035
3(19) CRICRET6
Carcrete and Steel Relnforcenent shall be h nccardonce rtd~ FBC chopter 19. CaKrete cover stall be
~ ~aence w~rnrawe ~eo»i
Masonry castructbn sFaU be h u«ordunce dth FBC clnpter 21 nrd h uaardunce ~fth the SpeciFicutior~s
far Mosorcy Strr+~tu~es ACI 530/ASCE 5. AC13S D Inks the praut UFt Mlght to 5 ft ord requhes n 1-har Wthl set tFc
6efreen IIRA
3(~2)STEEL~
Steel Caistru~tbn shall be h nccordnnce rith FBC cMpter 22
3(~3) 1~(~
Wood f rnMhg shall be h accordance rith FBC chapter 23 except as noted In these plans,
All rood members exposed to weather or contact rith nasary, cona~ete or soN shall be
pressure-threated,
3(2304.9) FASTE~NG9
3521910) RmF FRANINGi
All conventbnnl fraMb~g shall be SYP #2. Refer to truss shop drnrhgs for truss detain,
Provide solid blockhg at sheathhg Johts h the first two rafter or truss spaces from gable ends.
Roof shenthhg shop be attached to blocking rith panel-end nnlling requirer~nts,
352304JP) ROOF SHEAT{@!G~
Th'Fosterdrp Sdr:dile' h TohC 230t91 shell be used Ullb h these plans and as fdlors The double tap plate shah prodde Use 1/16' Rated sheathhg fastened w/ 8d raNs 6' ac edges, l2' oc, b~terMedlate,
n 4 ft lap and shall be face nnNed rith (8) 16d or (12) ,131x3' on each side of the Joht. ~
3(230434) GRBLE ENDWALLS
3(2306.6) Fa11DATIa1 PLATES dt SILL9
,
Provide platforM framkp h attic or balloon frame roll studs at all gable ends,
This system uses a threaded rod (into-bolt) conthuous from the foundatbn to the double top plate, 4, ~ ~Wp T}~p Stru[tu'al sha0 rot have Calt~'d or be for [OnStrll~lon
y a r s are only required rat the fdlorb,g locatbns~ (leans, Methods, Pracedires, T or )For the acts ar ods5ions of the contractor or
edr~ques Sequences
Spaced E 6' of at the exterbr call sll plate there the thru-bolt spadng ~ greater than 6' oe an other the cork or for the fo~ure for of then to car~truct the cork h
y persons perfa"nh9 any
At the exterior roll sll pbtes there the into-bot# ~ more than i2' from the end of the plate, accordance rith the contract documents.
Anchor belts are not req e n er or nrhg call sNl plates,
5, IDDTS ff SIRUCTi~AI EIIGD+EERDVG 11ESIGN RESP~ISIBD.ITIES~ The liens spedfkally by
The Strixtural Engk~eer are ~Ited to the fdlorhg~ conthuous load path rhd upliFt, road panel
shenrralls, roll framing and requalred sheathg and benders dkectly suppori~r~g roof framing,
o e shalt be receive a flint tightenbrg after th roof system ~ hstnlleat (tens rat pre-engheered rood floor trusses, floor framhg not spedfknlly addressed, .
the 3/4' Ti6 plywood ghed dth a mstrrrrtbn adheshe ord fastened Table i~04,9,1, truss-to-t n ~
P~ cuss comectiron and a y architectural, mechnnknl or electrkal system, z
Brittle Flnlshes (1/240) Flexble Finishes 0/120)
(Stucco, Brkk~ giard el, Vin I,~ )
PL t Slze of Studs PE t She of Suds
8.09 2x4 SPF#2 8A9 2x4 SPF
9.09 2x6 SPFr 9A9 2x4 SPF#2
10A9 2x6 SPF 10.09 2x4 SPF#2
11,09 2x6 SPF 11,09 2x6 SPF
12,09 2x6 SPF 12,09 2x6 SPF
13,09 2x8 SPf 13A9 2x6 SPF#2
14A9 2x8 SPF 14A9 2x6 SPF#2
15,09 2x8 SPF 15A9 2x6 SPF#'
16,09 2x8 SPF#2 16,09 2x8 SPF
11,09-19A9 2x10 SPF lIA4.19A9 2x8 SPF#2
20,09 2x12 SPF 20A9 2x10 SPF
+-Use 2x6 SPF or 2x4 SYP%1 End Jointed Lumber
Whero "CONVENTIONAL STRAPPING" is shown In these plans, use:
SlMpson SP2 w/ (6) lOd naNs each end for roll stud to top plate connectbns a 32' O,C.
stepson CS20 strnpphg r/ rn lOobCLS' main each end for second story call stud corrrectiorrs ! 32' DD.
Stepson SPl r/ (6) lOd nags to stud and (4)10d cols to sll plate a 16' 0~ and anchor belts at 32' ~
Use SPF grade (or better) for all Interbr
rolls up to 8'. Use SPF#2 (or better) far raNs
over 8' UIIZ< h these plan
Spoa studs ! 16' 4C of of ezterlor, hterbr btorhi ro0s
and hterbr shear rails UNa
Space studs fl 2~' OC, at hterbr narbeorbip calls.
Use SYP ,~2 top plates and
PT SYP tl2 sll plates,
In general the into-bolts serve as the
continuous load path from the double top
plate to the fourxbtbn,
G PRE-ENGllllEERED VmD TRUSS l~TES~ All trusses slwU be designed and certiFkd by Truss
Mnr~ufuctu~er's Regbkered Engkieen
r~~~d :a~a,ni t ~u ~y .nn ire ~aa~ n~ ~d~toa~ r«~ u~a
TPI Dslgn Specifkutbns far Netnl Plate Car~ecied Vood Trusses, and AITC 100.
o~ t~~s a.~ ~aa, ~~aa~ ~~ copy .~n rnt wa m.
BY ~8 ord selkig truss layouts, The EngMeer of Record ~ pokes ra clulns re{prdig #r
~apaneot deslpn Hwt There prepored by the delegcted enpY~eer Qruss Deslpn ErpF~eer) to od~eve
u~ rro~ d~a ~ a~ my~,t~ n~ m~ a~ ~t aoti tn~ .~ a ~ ~ aye
~ ~ ~ n~ mt oat a~ try ~d e~ ~ a~a~, ~d e~ .ou ~tto~
awe ~hkn the s~partlg struca,~e There aeslg~ed to curry, a,aes aelegoted to thr trans ueslgn
FigY~eer' e~ik~ rot covered by tt~s seal Yidude ca~parients 6drNMnl tn~ des1g41~ras to Miss
cairiectbns, urd truss to buss londng
vi
in
0
4:
O
8
0
3.
d~
s~
~~
d
~ ~
3 N
z r,
~~
a o,
~ nN
o~
a .. c o~
0 00
~~~
~~
~~o
o,rn~o,
~~
N
N
v m
~~
V ~ W
~ W
as ~ ~
m p
Z J
~ ~: Z ~
~w
~ C J >`
p~ Qm
Qw ~
Q ~
Q~W~
z~
a~ W 4
y
,C ~
V ~
o~
w Q
3(2306,4~ll EXTERIUR WALL & INTERIM Sll£ARWALL SHEATHING
GENERAU
Use 3' edge nulling h the lower top plate on all exterbr walls.
SV-3 hdkates 3' EDGE NAD.ING ~ also required rat the bottoM and side edges of the shentMrg,
Rated Sheathhg
Vhere stuaro, hrldr veneer, ar hor~lonk bP sldig, or hterbr shot col hinted, uiderlay dtl~ 1116' Ihfed shothig fosterrd
r/ Bd nnNs. Unless noted as above, space nulls at 6' aG edges, and 12' o,c, htermedinte.
HARDIPAI~EL Sheathhg~
Vhere Hardpnnel shorn use 5/16' Hnrdlpanel sheathhg fastened r/ 6d naNs,
Unless notes otherr~e, fasten r/ 6d nnBs 4' o,c, edges, and B' ac, Intermediate.
Vhen SV-3 ~ noteoi
1. Fasten 7/16' Rated Sheathhg to studs r/ SW-3 NaNing Patera,
2 Fasten Hardlpanel Sheathhg to Rated Sheeting r/Bd Nais 6'ac, Edges # 12' o,c Intermedbte.
3(2306.9. IEA-ERS/JAf]C STUDS
nr n~ ~a pac sad +~s n z~aaas ~.u ~ ee u~a serer m apse ins ra~ n~der ens ,pa saga rey~e~mts
3f2318.3) CRIARIS AND POSTS
Attach headers to posts r/ m Shpsan CS20 flat straps r/ m lOdx15' rats to bender ord m lOdx1S' cols to past,
Notd~ headers older tap plates and beer an Jock studs or use Shpsan HIIC410 burger d (~ 16d to call (~ 16d to header,
Anctar posts to fauidotbn r/ SYpsan ABU past based 0) SIB' threaded rod set r hto foo#p and ~f 16d roll to post
or use (1) Sbapson HTT16 r/ (1) 5/8 'threaded rod set 7' h-to footing (18) 16d naNs to post,
N
Z
0
N
J
W
S-7
F +
44X12' DDVELS
SET b' DVTO EPOXY IN
E%IST, SLAB (TYPJ SLAB EXISTING
EXISTING
wD~w
r.. -. -. -. -- -. -. -. - - - - - -
~
I:
I
~;
.......,..:h•~ ~:
A
• r~ ~
~, ¢
4 CRETE SLAB r/ S 1
.
~ 410 ~
6X6 WVF ~ '~
• ~ ~, •.
l7
OVER 6MO
VAPOR BARRIER
•
. z
w .
• .
~.
OVER CLEAN COl4'ACTED .
..,........
v~ ~
~ TREATED FD.L
.
x
w
~.
J:
--- ~.
---
A
FOUNDATION PLAN
SCALE; 1/4' =1'-0•
TIE-DOWN PLAN
ATTACH 2x4 SYP42 SCAB EXISTING HOUSE
TD EACH FACE OF TIE RAFTER
6 EXIST, TRUSS r/ C~VSTRUCTIaV
ADIESNE AND (2?J ,13123' NAILS EXISL TRUSSES
(EACH SIDE DF BREAK POINT) a 24' QC, tTYPJ
3' ac, 2 ROVS STAGGERED,
I I I I
I
I
I I
I I
I
I
~I
~
~ I
~ I
~ I
~I~
'I'
I
a. I I
a a, I
a.
~~,
,~, ,~ ~„
,~; ~„
w
w n w
n~ ni i
~
i
i
i i
•
i i i
~ ~ I
~r
0
.d
o:
>~
~~
n
d
1
~. N
3 N
U M
2
2 '~
Vi ~ ~
z a •~
c~ ~ m I
~- = so,
o a ~~
n °Q
t ~ ~~
a ~ o0
p s» ~ o~
M
N
N
M
~
~ }
m
~
V ~
W
a>,
m
Z
~ ~: ~ g
~w
~ C
Q ~ Z
Q
J
,;
m
Qw
Q 4
Q ., t
a~ o
y ~
`~C
0
,C
V ~
~
o
ROOF PLAN
SCALE 1/4" = 1'-0'
EXISTING
wD,~oW
RAFTER 2X4 SYP42
e 24' OI„ (TYPJ
CONVENTIONAL FRAMING N~TES~
E%TER WALL STUDS
THREADED RDD ' CONCRETE SLAB r/
PT SILL PLATE FIBERMESH ~ 6xb-10/IOWVM
114 '~~ ~ '
u ~' ...•
. f, 3
~• ~ .
..• .~
(2)45 CaTD~N10US FC4t l~12' UNDER 1 STORY VAI.I.
(3145 C~fiIM10US FOR Iz=16' UNDER 2 STIDtY WALL
(3>#5 C~ITII41DlIS FOR Ir-20' (BIDER 3 STIRY VALL
25' MQN LAP BEAD AROUtID CORNERS
TYP/CAL MON~L7TH/C~[AT~~ODT/iYG-N
i, All CaV11ENI]aVAL FRAMING SHALL. BE SYP, Na 2 DR BETTER SYP,
~ FASTEN ALL RAFTERS TD PLATES V1TH SIIES~I HB CLIPS r/ (~ l0abc1.5' NAZIS
EACH END FIDt SPANS UP TD 10 FT.
S FASTEN RAFTERS TD CEILDrG JOISTS V/ (4)12d CU14IV VDIE NAILS
4, FASTEN RAFTERS AND CEILDVG JOISTS TD PLATES W/ (3)12d COM~I VIBE T~-NAILS
THREADED RED SPACING(
EXTERI~t WALU 5'-0' O.C. MAX.
iF SPACING ff TREADED ROADS
E%CEED 5'-0' O.C. TIEN ADDITIDrAL
ll2'e ANCHORS SHRLL BE ADDED
TD TIE SILL AT A Mk4%, SPACING
OF 5'-0' D~ (SEE DETAIL WS-4)
INTERIOR WALLS 4'-tN l1G MAX,
N
Z
0
N
W
K
~I
I
I
I
~ ALL SD4'SIDI METAL PRODIETS WD.L RE9UIRE I
TIE Z-MYIX FD~SH VMEN USED IN C~I,NINCTON VAH I
I
ACQ PRESSURE TREATED LUMBER ~
I
SYMBOL LEGEND
~ THREADED ROD LOCATION
aaT wa
r !
U~'1 TIRFJ
SDl
EPOXY 1N 518'1 I~.E
~ ARCYLiC D( 9/16'1
THREADEDROD/SLABCONNECT/ON
..
THREADED ~ AIMING SYSTENM
The Orended rod shot core~t of 8301 threooled rak, ark~ed rertkoll old ottodled to Ole faundotBn and to t4 nt Ole locotla~ hd~ted h these docurnts Above to o 3'x3'xU4' tNdc step K~her,
uPP Ph top
Fastelll rltil n out and agar of least 3 Orends to extend abate tlpfltrrrd nut ( Thy systefl elhhotes Ole conventblal stropphp regilFellents of rood frolled const~thn (~ stud-to•-plnte plots to fourdotbn tats,
floor-to-Flaor strops, and header to Jock stud strops unless oOlerdse noted h Orse donrn~
R® INSTALLATla1
At o1 to thus, n hole h Ole to UM OMn Ole donrter of Oe threaded rod used IIMe caltllonls rods ore erred, qN ar ~ be used h ases rllere one calms rcd ~ unfea;
~ ~ ~ ~ ~Y
Tile rod sheN 6e Ir;tolled appradllotrly alltered h hobs Nods nay be slortaN fron lsrie verOal n noxire of 2 hdles h 0) feet to ovdd oonflkts rNh fbor end rrll frallig the nut above Ole uppernostt plate shd 6e ~Ired
over Olerasher to n strang-Opllt carlddal pbs one-IrIF turn of o stolldord rr~ (opprorMo y ~ ft-Ibs, of tongue),
10 Dreaded rats shot be filed it epaory ondlored rNh Sisson'SET' Hgh Strength Epoxy or ~praved eQIOL Pradde o I~ir~ edge ~Orce Ueosured fron cerl6er~le of tad to edge of slab of ~' far 8c4 fro~lp and 3' h X16' FronYg
I I I ~ I I
I I I I I ~~~ I
I I I I I I
I I I I I TERMINATES AT I
I I I I I ATTERMEDIATE I
I I I I I LEVEL r/NUT I
I I I I I A~ WASHER I
I I I I IfA1ER I I
I I I ~I (SEE PLAID I I
I I ALL (SEE ~LA~] I SIEARVAII (SEE PLAID I
I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I ~- I I I I
rnuluTtl>tl 1/P" A~ RIl T
~ FASTER TItPEADED I~ io ~T ~j Qt U~'~ x>' EPOXIED ANCI~t
IF ~ TREATED ROD Ot ANCI~t FOIIDAT~I PER K/S-4 Sllhl BE Dr1STAllED
BUTT, JOINT
BOLT IS LOCATED AS SN~VNI PROVIDE PL SYPlI2 ~ FADER LENGTH
A 1/P`I x 5-1/4' EXPANSIIDV BOLT ~~ 5'-0',
SILL PLATE
r/ UP' VASTER PLATES I I
PROVIDE RT A DISTANCE ff ~ LESS
THAN 6' AND ~ NOtE TITAN IP' FRDI
ALL BUTT, JOINTS IN TIE SILL PLATE
SILL PLATEBUTTOMJO/NTDETA/L
BOUNDARY ff PLYWOOD Ot SHEATHING
SIEATHONG T (SEE GENERAL NOTES)
EXAMPLE ff PANEL .
EDGE r/ BIOpQNG
WHERE REGD. TIE .
HAD. SPACING AT n .......... ........ .
SUPPORTED EDGES,
(GENERAL RTES)
~/ v
NAILDtG TO
D(TERMEDIATE .
SUPPOtT IS 6' .
ac, ~ u~ ~ stuDS, Ruff
TRUSSES IDt
Flint JOISTS
n SHEATH/NGNA/UNGDETA/L
U2' THRI
ASSEMBLY
ff KDVG
ADED ROD HEADER
WIT HIN 6'
~ ffENQNG LESS THWV
X3'(3'-7~ SHWI USE (U KING
1 Q) CRIPPLE
ffENQNG BETWEEN .
(3'-19-(8'-07
SHALL USE (ia KOVG STUDS
6 (~ CRIPPLES (UdNU
D' O'ENDrG EXCEEDS 8'-0'
IN WIDTH SEE PLAN
SDl PLATE
~, ~
n TYP/CAL W/NDOWDETA/L
FASTEN CODER POST
TOGETIER r/12d COIOt
6' ac CSTAGGfRED)
' 2x_ SYP, #2 DBL TIP PLATE
FASTEN TOGETHER r/(B)16d COIN
Ot L~ 131x3' NAD.S
6' NAfL
n OBL TOPPLATESPUCEDETA/L
..
0
~~
~~
~~
~~
i
1
cf
~.
3 N
U M
z c~
_ ~ i
~' ~ a,
a m• ~
I
W = 50~
o ~~ O~
_ so •~ Y I
~ ~~oo
0 0~~~0~
N ~
g
N
M
B
~ ~
V W
ar
m
Z
V ~
O ,~ ~
~w
~C Qs;
0 ~ ~ m
0 w l:~,l
Q 4 ~
Q t
~ o
a
y ~
~ o
,C ~
v ~
a
o~ ~
~ o
N
~ o ass ~~ z
~ e~ o
N
~ ~ W
ff Znd PLY ~
D 3rd
~Z) ~ ~-
2~
n BU/LT-UPMEMBER
~~
n TH R EA D ED R 0 D A N C H 0 R /N G S YS T EM A ND N O T E S
AND 3'x3'xU8'
(~ 2x TO' PLR SD~t SPH4/6 ff lSTNB !i 32' aC,
_ ~ VASTER (TYPJ ~ a~com et r~arunr, rnrcc `~_M
r 9 t ~
rF
4
RATED S~ATHDVG _z
=
3
PREFER TO I~TE 3009,3) d
~ SHEET S-1 Fat SPECS) ° _
}•
~~
R(~TER a P4'O~,
d
z
(?~ PZ_ Ta' PLR
3'X3'~1/a uAS~t ~
~ v~' ~t mrPa ~
CEILDrG JOIST i. co
U2' GYP, CEIL BOARD
LLBO
' ~ N
~ 3 a
~ '~
OR 5/B
GYP, VA
ARD Z
_ ~ -.
~~
~ICANE ANC U2' GYP, VNIBOARD z a .~
~ m
J I
W ~ s~
O 4 '" o ~
_ ~ m~ I
~ ~~oo
RATED SHEA o o, ~ ~ ~
'
N J
g
0 THtEADED ROD
V~ N
v m
2x_ STUDS a 16 QC, .,
~ 8
~
V W
~Q Z
Z 0
I1
J
~ ~: v g
~w
~ ~ W
~
Q ~
w m
O
Q J
Q .,
4 J
~ C
0
1
y g
^~
~\ 0
w
V ~
~,l
Q
P,T, 2x_ SILL PLATE I
I
~/ SEAL
• •: ~ •~ I
I
•~.~ N I
I
•'d•
•
Z I
I
. .
;~.. ~ • 0
I
I
.
:. -
N I
I
~ITHIC FTNG,
(SEE DETADJ W I
• ~
1
t
I
I
ALL SECTION
TYPICAL ONESTORYW
~ I
I
I
I
~~
~ ~-
SQ. FOOTAGE
IOp110N MUOY M
MAY 2QOfi
4
FLOOR PLAN
SCALE: 1/4" = 1'-0"
ALL DIMENSION
FIELD VERIFY
r •.t'J •. ~(..Ir
. ~'l.~' y
"' (:
E1fIS1AlC , ~ ::..:., ,. ;:,
`Y~ `y r .tiq. 1 ., . try ti~lr! S'
.I .l ~~~• j'. r
0 ~r ~Ip,i.l~.:.~.
11-z V2' ~, H1. •~.:~CErIG\Il~1S VEIILER~ ~ n/.~~1
~'••ii, i '.fir. r• ~'Nrb4 \
r' nil .:•I•~ Y.~ r~ • ~ I
( ~ ~; r~r; .~,.
flM1 flR rrr4~ .r,~ I. 7, 1•..•.,r, 4..
D NTJSE
'B"ELEVAT/ON
5/B~GYP BOARD OF
1/2 CENJNG BOARD
1/Y DR1rMIALL-
STAG w/
E
r-21/2' ~ Ht.
..,,,: , ••; CEI~N1'I~1$ VEIr~ER.• ;Ir~~•a
..SIr . ~ ti . w. .art (,t(.'M1.l 4 . ~rl..'.,;,'I
Flhl FLR
~~
';4 "ELEVAT/ON
•~~• c1
~ r•~~
r'~.~
r~y~~~•
r•~•' .wr
ff •• y~1y~~1~~~
~~.' "' "'
WALL SECT/ON
ENG. RGDF RAFTER
FIBERGLASS SHINGLES FASTENED PER AS1A1 D3161
UNDERLAYYENT FASTENED PER FBC 1507.3.8
ose RooF sHEATHINc
6' GALV. EAVE GRIP
FASpA WRAPPED
w/ vlNn
vEHnuTED vlNn soFFlr
16' OVERHANG
~S10000 FUMSH OVER FELT-BACKED uTHE
ose WALL sHEATHINc
•TYVEK OR EQUVr HOUSEWRAP
SIZE It SPAgNG OF S1UDS
PER GUIDING CODE
R-11 q~SULAlION
FOOIMIG PER ENdNEERING DRAWNJG
11~ISHED GRADE
FaE coPr
m
"
0
J
Nog
N
~ ~
J V
~ W m
~ ~
~ ~
v ~ w
~ ~
m ~
J
V ~ O
~ ~~ O a
''"
\ C ~
C`~° Q~
Q `w
Q
Q ~ ~ e
~ ELI 4
y ~~
Z\
Q o
,C J "
v ~ '"
~'
~ J ~
~~ ~ o
I
1
m
z
0
N
J
W
err Na
1A 5r'~'.i IGM S"~CIFICATIONS~
DESIGN CODES The 2004 Florida B~ldbg Code ffBC)
OCCUPANCY Group U-UtRity and Miscellaneous
BUILDING TYPES Type V-B CONSTRl1CTION
BASIC WIND SPEEDS 120 mph
WIND IMPORTANCE FACT~t~ LO (Category II BuRdhg)
WIND EXPOStDtE~ B (Greater than 1500 ft from CCL or Wean high tide)
DIIERNAI PRESSURE COTFfTC1ENNG f DSS O'orrtlally Erxtosed Buldrp - locakd h the Vhd-Borne Debrh Region)
MAXIMUM DESIGN WIND PRESSURES (psfA
Opening She (sf) Interbr Zone Edge zones (3'-D' from outsbe corners)
0-20 +34 and (-)36 +34 and (->43
21-50 +33 and (-)35 +33 and (-)40
51-100 +31 and (-)34 +31 and (-)37
)100 +30 and (-)32 +30 and (-)35
11ESIGN CRITERIA AND LOADS
Roof Loa (C~L257 Stolr~ Porch L Lori dno (Cd:LO~
Top chord L~L 20psf Top chord 11 1gOpsf
Tap chord 11L 7psF Top dowel DL 3Bpsf
Bohan chord LL lOpsF Button hard LL Opsf
Bohan dowel DL SpsF Batton dowel DL 5psf
Floor Loadiro (Crk1
Top chord lL ,0)
Top chard DL lOpsf
Bohan chard lL Dpsf
Batton lard DL 5psf
At1ks dlh Storage LL 3DpsF
Auks rllhout storage LL 10psf'
2,0 MATERIAL SPECIFICATIONS
G TffSE PRESSURES REPRESENT TIE NET PRESSURES tSUN ff EXTERNAL L
DIIERNAL PRESSURES) APPl1ED ItIRIYIL TD VAII SURFACES.
i; LBEAR DItERPa.IITDN BETVEEN VALUES ff TRDIVTARY AREA IS PERIOSSDB.I
3 PLUS AND MQUS S1GNS SD~BFY PRESSURE ACTD~ TOVARD Fi AVAY FRa TH
EXTERDR VALL SURFACE
4, ALL CDIPDENf # CLADDDIG VALL ELEIENTS SWILL BE DESD~ED Flllt BQfH
POSITIVE Nm )EGATIVE PRESSURES SHOVII DI TABIE ABOVE
5 CUPDENT L CLADDBIG EIEIENTS VIiHBt A DISTNEE'n' FRQI aITSOE
CORiERS ff TIE BUB.DDG SWII BE DESIf#EB FDII TIE EBGE STRIP PRESSURE
OtIERVISE, USE DTIER>Dt ZOIE PRESSURES
6 DESDiI ff VDIDOVS/DmIS FASTEND~ TO ilE VAII FRAMING IS TIE
IfY ff ilE VDmOVV/Dmt MANUFJSUPPLIER 1 SWILL NEET Tlf
ABOVE NOTED POSITIVE k NEGATIVE PRESSURES,
CAST-IN-PLACE CONCRETES shnll hove n conpresslve strength of 2500 psl nt 28 days,
CQN~tETE MASR~tY UN[TS~ shall be concrete nnsarry unit h nccordonce rkh ASTM C 90 and sfwll have n nkiwm
net Wren compressive strergth of 1900 psi d en uskg Type M or S -iortar (ASTN C 270).
In occardnnce ~Rh ACI 530, the 1900 psi block h co~imtbn ~ilh Type M or S rarScr provides n design conpressNe
strength (f'rJ of 1500 psL
GROUTi The grout sFall be In nccordnrKe dth ASTM C 476 and stall have n naxhun Course nggrepnte she of 3/8'
placed of cn B' to ll' slvQ ord fwve n ri~nu+ specified corgressNe strength of 2000 psi nt ~8 Boys Shen tested h
nccordnnce with ASTM C 1019.
REIIFatC1NG STEEL. shuU be.ASTN A615, trade 40
STRUCTURAL STEED shnll be ASTM A36,
STEEL PIPE AND STRUCTURAL TUBING shall 6e ASiN A500 (trade B)
VELIIED VIRE FABRIC (VVFA shall be ASTN A185.
ANCfOt GILTS AND TfN2EADED RODS shall be h nccordnnce d#i ASTM A 307 or ASTN F 1554 Grade 3G
YASIERS~ shall be h uccordonce rith ASTM F 436 Grade 36.
M1TS~ shall be h accordonce pith ASTN A 563 Grade A Hex,
ANCfOtING AUfIESIVE~ shall be one of the fdlorYg prodixts (DUAL CARTRIDGE INSTALLAT1Ri d1YA
~ SFgson Strap-tie Ca, R'oducb Epoxy-Tk SET ar Approved Equal
~ SY~gson Strap-tie Ca, Producb Aaylk-Tie or Approved Equal
lETAL CGAECT~ All neSnl cavx~tors rhkh ore exposed to exterbr stall be gnlvaized, Z-MAX or SS
3.0 CONSTRUCTIW SPECIFICATIONSi
3tl5) R~ ASSEMBLIES Roof Assemblies shall be h nccordnnce dth FBC ciapter 15,
3U8) FmTINGS AND FOUNDATIRIS~ Foothgs and fourwhtlons ~nll be h nccardunce dth FBC clapier 1&
Shc cor~paciion shwll be h accordance ~kh 1803.5
3(19) CONCRETEi
Concrete urd Steel Rehforcer~ent shall be h nccordonce dth FBC chapter 19. CorKrete cover shall be
!n acoadence wfthra6le f9O7.7.t
3c~i~-s°~v,
Mnwrry constructbn sYaU be In nccordonce rich FBC clwpter 2l and h accordance dth the SpeclfknHors
for Mnsorcy Structures ACI 530/ISCE S ACI 3S D IWts tM grout UFt height to 5 ft ord requFes u 1-hou~ Hthl set tNe
between IIRa
3(2 TEED
Steel Construction shall be in accordance rith FBC chapter 22.
~ s
3( D 3(2319,10) RDDF FRAMING ~
Wood framhg shall be h accordance rith FBC chapter 23 except as noted In these plans, All conventbnal framhg shall be SYP #2. Refer to truss shop drnrings for truss detaRs, ~
All rood members a to reacher or contact rith nasonr ,concrete or soN shall be Provide solid bbddog rat shenthkp Johts h the first two rafter or truss spaces from gable ends
y
assure-threated, Roof sheath shnll be ottnched to bloc with nel-end Wallin re ements~ o
pr h9 ~g Pa g ~'
a
3(2304,9) FASTENINGS 3(2304,1.2) RDDF SI~ATHING~
The'F Sdvedde' h To61e 2391 sha0 be used U11~ h these are and as fdbrs The double ate shag Use 7/16' Rated sheathhg fastened w/ 8d naRs 6' ac edges, 12' o,c, htermeoT.ate, o ~
0 Pl ~P Pl P~
n 4 ft la and shall be face nulled rith (8)16d or (12) ,131x3' on each sbe of the Joint, ''"
p 3( 304, A S~ ~
2 34) G~,E ENDW LL ~
Provble lntform fro In attic or balloon frame wall studs at all gable ends, `
3(23 T S DR S LLSr p ~9 ~ ~
Thh system uses a threaded rod (thru-bolt) conthuous from the foundatbn to the double top plate, 4. ~ ANB I~THIBSr The Structural Engheer sha0 rot have control ar be respor~ble for cor~ructbn ~
a a r s are oral re eel at the fdlowh locatbn4 e5 For a s or o~lsslor-5 of the contractor' or ~
Y Y ~' 9 Means, Methods, Procedures, Teclr~ques or Sequanc I the ct
eel E 6' o~c at the exterbr tall sNl ate rher° the thru-bolt ~ ter than 6' ac ~
~ P~ ~~ ~ any other persons perfornhg the rock or for the falur~e for any of then to construct the work h
At the exterbr wall sNl plates there the thru-bolt ~ Wore than 12' from the end of the plate, accordance with the contract docur~nts, ~
Anchor belts are not req a er or enrhg wall sRl plates, ~
S LllQTS ff STRUCiIRAL QIGQmtiNG -ESIO1 RESPOISDILITffS~ The kens speclfknUY desig~d by
The Structirul Engtieer ore U-Jted to the fdlo~Fg~ conthuous land path rM upUft, good pond
3(2304J,ll FL~t SIfATl~NCz sheonnUs, mil frorilrg and regwired sf~enlYg urd handers drectly supporSing roof fraying
o slwll be receive o fYal uphterrq after SYe roof system k hstolled Ite-~s not designed pre-engYieered toad floor trusses, floor' fror~Fp noS spedfknlly oddressed~ ti
u9e 3~r t~ py~aod plied CIA e mishucUm ~e and f~stercd per te61e 23N,91 truss-tmtruss connectbn nrd any nrchltecturol, nechnr~knl or electrkul system z
3(2308.9) WALL FRANINC~
Brittle Firdshes (1/240) Flexble Fkdshes (U12W
(Stucco, Brkk.) (Hat nel, Vin „. )
PL H t S1ze of Studs Pl, Hel ht She of Studs
B.D9 2x4 SPF#2 8,09 2x4 SPF
9,09 2x6 SPFr 9,09 2x4 SPF#2
10,09 2x6 SPF 10A9 2x4 SPF#2
11,09 2x6 SPF 11A9 2x6 SPF
12A9 2x6 SPF 12,09 2x6 SPF
13.09 2x6 SPF 1309 2x6 Sr~#2
14,09 2x8 SPF 14,09 2x6 SPF#2
15.09 2x8 SPF 15A9 2x6 SPF#2
16,09 2x8 SPF#2 16.09 2x8 SPF
1119,09 2x10 SPF 11A9-19A9 2x8 SPF#2
20A9 2x12 SPF 20,09 2x10 SPF
*-Use 2xt; SPF or 2x4 SYP,~2 End Jointed Lumber
Where "CONVENTIONAL STRAPPING" Is shown b these plans, use:
Simpson SP2 w/ (6) lOd nnRs each end for wall stud to tap plate connectbns a 32' O.C.
Shpsan CS20 stropphp r/ (1) IOdxi,S' raNs each end far second story rail stud comectlais E 32' O~
Shpson SP1 w/ (W lOd raNs to stud ord (4) lOd nails to sNl plate a 16' O~ and anchor belts rat 32' QG
Use SPF grnde (or better) for all hterbr
rnlls up to 8'. Use SPF#2 (ar better) for raUs
over 8' U1VII h these plan
Space studs fl 16' ~ at aN exterior, hterlar bearYg ra0s
and htertor shear walls UIVI~
Space duds E 24' OC, at hterbr rxn-bearMp ra0s.
Use SYP ;~2 top plates and
PT SYP #2 sNl plates,
In general the thru-bolts serve as the
conthruous load path from the double top
plate to the faundntbn
~ ate- ~n voon Taus -io~s n~~ trusses ~wu n~ des~r~ea o~d ~~a~d ~y rn ss
Nur~ufacturer's Regktered Engheer.
r~oe~ot~a Sa,~,roi a~ ~u ~«~y .nn ern ~at~ u~ s nt~s ror vood
TPI Deign SpeclFkntlons for Metal Plate Corriected Vood Trusses, and NTC 10Q
Bruckg of Msses dirk~g erectbn Instnilutbn sFaU cavply rkh TPI HIB 91
By signtp and selkg truss layouts, ilia Ergheer of Record ff.~7 Wakes no dohs regordng the
capor~ent aesig~ ihnt There prepared by the ddegnted ergFieer Qnss neslgn EngY~eer) to nchkve
the fredng depleted on truss layouts The Flit does not doin ilia rark cantnYcd an tires Inyauts
os Ns oat The EOt certiFks that the truss ord bean span drecdais, ord beortp roll locntbns are
tn~ ~n tn~ ~or~a~ ~~ ~ d~gr~a t~ ~orcy. dated t~ a~ r~ ~
~nr not c~~d ray t~ ~ ~n,de ~o-~r~r~ts a~a t~ ate, t~ to ass
cmnec4lons, and truss to truss londng
cn"
W
0
t
0
~ ~
3 N
z •~
ti ~
a 'N
~ n~
Trn
4" 00°10
~~~I
~~oo
o~y~o~
..~
N
N
M
v
~ m
~w
V ~ W
`~ W ~
as ~
m p
Z
~ ~: Z ~
~w
~ ~ J
0~ ~~.
Qw ~
Q ~
Q~W~
Z~
4e W o
C7
~ ~
~ o
,C ~
v
~ ~
~: o
3(2306,4,1} EXTERIOR WALL 6 INTERIOR SHEARWaLL SHEATHING
GEI~ERAU
Use 3' edge nalUng In the lower top plate on alt exterbr walls,
SW-3 hdkntes 3' EDGE NAILING ~ also required at the bottom nrxt side edges of the sheathhg,
Rated Shenthhg
Vhere stucco, brick veneer, or hord~ledc lap sidrg, or hterbr straw ra# hdated, underlay rNh U16' Rated sheatbig fastened
w/ 8d nnNs, Unless noted as above, space nags rat 6' ac. edges, and 12' o~c, hternedinte,
HARDIPANEL Sheathb~
Where Hardlpnnel shown use 5/16' Fbrdipanel shenthhg fastened r/ 6d naRs,
Unless notes otherw~e, fasten w/ 6d naNs 4' o,c, edges, and B' o,c, IntermeaNate,
Wren SV-3 ~ noted
1, Fasten 7/16' Rated Sheathhg to studs w/ SW-3 NaRhg Patera
2. Fasten Ibu^aRpo~nel Sheathhg to Rated Sheatb~g w/8d Nails 6'o,G Edges 6 12' o,c Intermedbte,
The header and Jac stud tables h 23D~9S shall not be used Refer to these pions for header and Jade stud requlrer~ents
3(2318.3) COLINfIS AN- P~STS~
Attach headers to posts w/ m Shpson CS2D flat straps r/ m lodxl.5' Wale to header and m l0ahd,5' raves to past
Notdr headers under top plates and beer on Jade studs or use Stepson i#1G41D harper r/ (~ 16d to rail OD 16d to header,
Rrxiar posts to faurvlatbn r/ SMpsan ABU post base r/ d) 5/8' threaded rod set 1' hto foothg and ~ 16d oafs to post
or use (1) Stepson HTT16 r/ (1) 5/8 'threaded rod set 7' hto footing (18) 16d nags to post,
N
Z
0
N
W
S-7
,.
r ~
~ ~
t4z12' DDVELS
SET 6' INTO EPOXY DV
EXIST, SLAB mPJ EXISTDVG
EXISTING SLAB
VD~oW
r.. --.-.--,-,-.------
I:
I•
I:
.
I
I:
I:
...,.....
..........:
:1
A
a~ ~
4 CRETE SLAB r/ S 1.
J I
6x6 #10 VWF tBt .
• ~ FIBERIESN REDF, '•
l7
•
OVER 6MD vAPIDR BARRIER
. z
w•
I • •
~-
I.
OVER CLEEAN (~MPACTm ,
..,.......
c~ ~
~ TREATED FDL ~:
.
:
w
I.
J:
--- (
---
A
FOUNDATION PLAN
SCALE: t/4" _ ~'-o'
TIE-DOWN PLAN
scup: ~/4• - r-o•
ATTACH ~C4 SYPBZ SCAB EXISTING HOUSE
TD EACH FACE ff TIE RAFTER
L EXIST, TRUSS r/ C~ISTRUCTIpr
A>NESNE AND (PP)131z3' NAILS EXIST, TRUSSES
(EACH SIDE ff BREAK POINT) a P4' aC, mPJ
3' ac, ~ RDVS STAGGERED,
i 1 i i
I I I
I I I I
II 11 111 I
11
I I I
111 11 111
-- 1 1 --- 1''r----1 1 ---
111 I I 111
111 11; 111
I
m u w
111 11; 111
I I I
I I 1
I I 1
I 1 1
I I 1
I 1 1
,
I 1 I
I I I
ROOF PLAN
SCALE: 1/4" = 1'-0"
I
I
1
EXISTING
vBVDOV
RAFTER 2X4 SYP#~
e z4' D~, mP~
C~NVENTI~NAL FRAMING N~TES~
EXTER, VALL STUDS
THREADED R® 'CRETE SLAB r/
PT SDL PLATE ~~ ff 6z6-10/IOWWM
114 • - ~ ~• ~ . .
.' '~ --
u ...•
, y
.~
1' ~ . ~
. ~' ,•
(2)BS CDITIHUDUS FDR I~IE' UNDER 1 STORY VALL
(3~5 C~ITDBJOUS Fit b=16' UNDER P STat7 WALL
(3~5 CONTIMXXIS FDR b=PO' IBVDER 3 ST~tY VALL
~5' HIN LAP BEND AROUND CORNERS
n TYP,CA~ M~N~L7TH/C~"~~~bOT/bpi"
L ALL CD~IVENTIDrAL FRAMING SNAIL BE SYP, iB1, P OR BETTER SYR
2 FASTEN ALL RAFTERS TO PLATES WITH SIlPSON HB CLIPS r/ (~ IOdx15' NADS
EACH END Fit SPANS l~ TD 10 FL
S FASTEN RAFTERS TD CEDING ,IflISTS V/ (4)izd CSI WIRE NABS
4, FASTEN RAFTERS AND CEDDrG ,1mSTS TO PLATES V/ (3)l~d COMMaV VDIE Tff-NADS
THREADED ROD SPACINGI
EXTERIOR WALU 5'-0' D.C. MAX,
IF SPACING ff TREADED ROADS
EXCEED 5'-0' OIr, THEN ADDITIUTAL
UP`s ANCIfltS SHALL BE ADDED
TO TIE SILL AT A MAX, SPACING
ff 5'-0' aC, (SEE DETAIL IBS-4)
INTERIOR VALLI 4'-0' D,C, MAX,
~T ! RLL SDB~i IETAL PRODUCTS VDL REQUIRE
TIE Z-MAX FIIQSH VHEN USED IN C~I,1lBICTON VTIH
PRESSURE TREATED LUMBER,
SYMBOL LEGEND
~ THREADED RDD LOCATION
0
~'
~.
o=
~•
I~
~~
n
1
3 N
z ~
_ • -.
~; ~
z a a
~ o' ~
~ I
W = 5~i
O 4 0~
I ~ ~ I
t~ `~
~ ~ o0
0 0~ > ~
M
J
H g
N
M
V m
~ ~
V W
as ~
DO
J
~ ~: ~ g
''r Z
~c Q~
0~ ,,m
Ow ~
Q
Q ~
~ O
a
~ o
,C ~
V ~
~ ~
~ o
i
i
i
i
z
0
w
rc
~~
i
.~
i
i
i
sr~r la
~~
i ~
l ~
>/~'r Tl1lEADEI
SDl PLA
EPOXY Dt 5/8'1 Ifl.E
tia Born rr ru vu~~ urr
n THREADEDR00/SLABCONNECT/ON
Thr threaded rod srsten o~sist of A3q threaded rods, arierlted and nttottad to ~ fauadrtlon and to upprrlast plate nt ~ loatlons Nrdl~ated h these doanents 116ore tap fir, n 3'~Q'xU~' thkk steel rasher,
Fasten rMh r< nut nrld dNor nt least 3 threads to extend r6ore tl~telled nut t This systen elMFates the corwentlalnl stroppMg regllrerlents of rood fronrd ca~trectbn De, stud-to-p~te plate to faurldntlon Iles, ~
flaa~to-floor strops, rnd bender to Jack stud strrp~ unless otherrke noted h these doarlents,
ROD DVSTALLATDN
At rN pate penr6rotbns, prarNk n hole h the pate U4' Irrgrr thin Ulr drlleter of tfle threaded tad used VNe srgle aantrrras ro~ are preferrrd, couplers CNY ar eQnD lay be used h costs there one rontY~us roof k
Th! tad shrN be ~Iled npproxrately oenttered h hole, ~ my he sMnted fron true vertlod n of ~ Ilxtles h 10 feet to nvald conflk~ks rHh floor ud ~ frnnilg the rlut r6avt tllle uppernost plate ~ be seared
arer the rosilrr to n s~o~p-tight cauiDon ply arle-hdf tlrn of n standard rrernll toppraodla y ~ ft~-~ of targue~
~ tlreded rods shrg 6e ~#led f~ epaory mxilored dth Silpsan'SETT' Ilph Steerlgth Epoxy ar rpprored equal, Proride n IIY~M11 ~ dstonre Glensured fro frntrr'I~le of rod to edge of orb) of ~' far ~C4 frreilg nrd 3' h X16' frolig
I I I ~ I I
I I I I I ~~~ I
I I I I I I
I I I I I TERMINATES AT I
I I DVTERlEDIATE I
I I I I I LEVEL r/NUT I
I I I I AND VASTER I
I I I I IEAIER I I
I I I I ~ PLAb I I
I I ALL (SEE BIND I SIENZVALI (SEE PIANO I
I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I ~ I I I I
tnIJMTiIII 1/2" AICI~t B[LT
~' FASTEN TIItEA-ED Kull lu ~ S~ pl UE'1 x1' EPN(ED NtCN~t
ff NO TNIIEATED ROD Qt ANCI~ FOBIDATIDI PER K/S-4 SIIAL BE D~TN.LED
BUTT. ,DINT
BST IS LOCATED AS SNDVN PROVIDE ff IERDER LENGTH
PL SYPIIZ EXCEED 5'-8'.
A 1/P'1 x 5-v4 EXPNisi~l BOLT SILL PLATE
rl 1/2' yASIER PIATE~-~
,•-o ~ux• ~
PROVI-E AT A DISTANCE ff !0 LESS
TfWN 6' AID ~ IQ'E TIWtl 1Y fR~l
BUTT J~IfS 1N ilE SRL %Ai6
K S/LL PLATEBUTTOMJO/NTDETA/L
nTHREADEDR00ANCHOR/NG SYSTEMANDNOTES
~ 3'x3'xvB' SD~1 SPH4/6 Ot LSTA16 ! 3P' QC.
(~ ix_ TO' PLATES VASNER (TYPJ ~ mom er rpcurwr, rn~ e~-M
BOUNDARY O' PLYW~D OR SNfATN@IG
SHEATHING (SEE GENERAL NOTES> vi'' TN~I
ASSEN~LI
... ...... .......... ffKDtG
EXAlIPIE ff PANEL
EDGE r/ BLOpUNG
WHERE RE9'D, --~
MAD. SPACING AT
SUPPOtTED EDGES, ... ....... ...... .
(GENERAI. NOTES)
EXAHPLE ff .
(IDBLOq(ED) PANEL .
EDGE (TYPJ ~
NAILING TO
DrTERMEDIATE .
SUPPOIT IS 6' '
O.C, MAX, USN, STUDS, R~
TRUSSES OZ
FL~t ,DISTS,
n SHEATH/NGNA/UNGDETA/L
ADED R® FADER
VIT HDN 6'
' OPENQNG LESS THAN
X3'(3'-7') SHAH USE (ll KD(G
6 Q) CRIPPLE
'
1
O
EN
NG BETWEEN
(3'-77-(8'-07
SHALL USE (i~ KING STl1DS
6 (?J CRD'PLES (UdNJ
ff OPENgNG EXCEEDS B'-8'
IN WIDTH SEE PLAN
Slll PLATE
tM ~• _. :~•~.~ i _~ ~t t. ~M .~. • ~i1.. ..~•
n TYP/CAL W/NDOWDETA/L
FASTEN CODER POST
TOGETHER r/l~d C010(
e 6' OC (STAGGERED)
2x_ SYR #2 DBL TO' PLATE
FASTEN TOGETHER r/(B)16d COINEII
~ (lia 13123' NAILS
6' MR1(,
n DBL TOPPL4TESPUCEDETA/L
..
0
.d
oz
~~
~~
d
z
~ co
Q N
(j 3 N
2 ~ "~
_ ~
~~
y ~ o~
a m~
I
W = co°'i
O ~^ oao
_ ~ ~ °~ I
11~~~~~
~ ~F~pO
0 0~~~~
~ J
N g
N
M
~ m
"~ ~
V W
v~ ~
m
Z ~
V ~
~ ~. ~ ~
~w
~ C Q >;
p~.l-m
0 "" ~'
Q O ~
Q ,,
v~ ~
a
~ o
,c ~
V ~
a
o~ ~
o
N
~ o a~ ~}~ z
~ o~ o
m
~~+ w
ff~a~ rc
D 3rd
(2) 2L ac_
~t (2) 2~
rxi ic64
n BU/LT-UPMEMBER
S-3
~, ~, ~. ~ ~
\
~ ~ ~ ~
0
~'
RATED SHEATHING ~
~
(REFER TO NOTE 3(23093)
3.
~ SLEET S-I F~ SPECS) ~ ~
}.
~~
RAFTER a 24'aC,
(2) 2z_ TOP PLA
3'z3'zl/4 VASTER 1
~t
61/2' NUT (TYPJ ~
CEILING JOIST y, ~
1/2' GYP, CEIL BORRD
N
~ z
lXt 5/8' GYP. VALLBOARD ? ~
z •~
vi ~ ~
HURRICANE ANCIQt
U2' GYP, WALLBOARD z a 01
t~ ~ m ~
~ ~ so,
W a
~ rrn
o q o0
_ `0~~~
~ ~ '
o
RATED SIEA
~
0
~ v,~n~o,
' N
1/2
~ TI~lEADED ROD N
J
~ }
~
2x_ STUDS ! 16' Off, ,,
~ B
~
V W
~ z
0
~
~
~ ~: v g
~w
~C W
~ ..
~,
0~
w ~
Q
Q ~
~
Q ~ J
~ ~
~
S~ 0
y ~
,C 0
~
V ~
~ ~
~ o
P.T. Zx_ SILL PLATE i
i
~/ SEAL
i
i
.. ~
a 1 ; ~,, ', .~ ,~
'~ i
i
~
I
•,.. ~ I
.,q
• !' Z
I
~f. ~~ 0
t ~1
l~ITHIC FTNG _
~
~
(SEE DETAD.)
W
~ i
i
~ ~
m i
i
i
TYPICAL ONESTORYWALL SECTION i
i
~~