HomeMy WebLinkAboutROOF FRAMING PLANcone REaew ,
PmRsslpnplSmN[eNpuaalea
on�pq Pronmasees
ROOF SHEATHING OPTIONS:
R �.c aeYP--4166 — BOX RIB ALUMINUM
`om°ap<�amr,]...a,
R Pc b3l]g, IA pE paps] — 29 GAUGE STEEL AG PANEL DESIGN PRESSURES
— STANDING SEAM STEEL ROOF +27.8/-9
— ASPHALT SHIGLES WALLS/DOORS/WINDOWS +32.5/-2
ONE
50'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF eC1N ]
T euga.p: ]rc[
— - \ ` COIGIM1CTOnN
9
N U U f FRAMING N LA N FOR CONTINUOUS LOAD TRANSFER PATH
Mte —
7/74/17
sm
N/A
a LB-S-LBE
n.n .ra apt own m ]�c pua sv un u[
w
is [mcr mcnard
_ wmn[: nri uttn n
W
�n°mv¢a m
poops mn ua aauw susains
a pm r�wpuM aacar:�
pa.+�, nopw[ Dons .ac w
n :.omp�i ii[ im].`
Ow'�wa
om[s�in°'np1[iv m
: mn ua wo
m
rceaam+a�pn�mnt.�s�
p. mp°�panw wm p1fS4ia- um no- [rwa] p�R¢a[�ius ppc pm
G_
pma K " uawarons m ]K
t : ]a'.'a`amar[ anx nun, sw[ sumtne uap
Lv
m
.rwwu m�SiK pmainar�
m ua°� r"p[ause':
J
...T..:..eq�a'.
\\ V%GENSF
W
STATE OF. 44/
O
�iO4, -., Fl O R 10 P �o. �� \\
�i��i
�l6 N „`
Matthew T. Bale.in P.E.
Flarldp Lieenx #64WS
Li
O
Sh— FBPR-1 OF 7
0
CODE REWEW
Proteaaionel semc.aaesmea
nuaa�rswm
od®,ao, nedmasaTn
Wna Reiev RiW N OMa
a51 WLO
Fl aSNP-•S SN6
xcawx•ts
M.N. VEu]Ot} Y•�
Lsucoc wmns
3.5"-20GA METAL COLLAR TIE, 4'-0"
LONG ATTACHED WITH (2) #10 SELF
DRILLING GRABBAR SCREWS EACH SIDE
a
3
0
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
—VARIES. 6'-0" TO 13'-B"—
FRAME SECTION
2.5"x.5" CORRUGATED ROOF PANELS
FASTENED WITH .25 14x.75" HWH
TRAXX/1 AT 6" O.C.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 24" O.0 MAX.
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWS WITH N3 DRILL
POINT AT 6" D.C. C,
pozo
W
OVERHANG
OPTION
DETAIL
_ 3.5"-20GA METAL STUDS,
SPACED AT 24" O.0 MAX.
M18
3.5" BRACE AT 3'-0"
ABOVE FINISHED FLOOR,
�/12/17
s`c•r N/A
ATTACH TO EACH STUD W/(2) #10
SELF DRILLING GRABBER SCREWS,
LB-S-LBE
(1) INTO EACH FLANGE
_
au, sn .tout
SHEATHING FASTENED W/
W
_ r�ra tTmc, rnsr»iox
,�� ea s,+d
#Bx1.5" GRABBER SCREW (OR
ATTACH ROOF FRAMING TO
>
EQUAL) AT 6" O.C.
TOP PLATE OF WALL FRAMING
Q
WITH BUILDEX 10-16XI TEKS
LLJ
PANHEAD SCREWS WITH #3 DRILL
X
m r im .,ova,o ro mr .e, v,a
-_
POINT AT 6" O.C.
O
tt Wert, ..omie[ Z •a>,ct sntawca or M 10t
mnTMiroli.=WwT
n. N6 ,ro
_ _
__--
1K OCm�MPN1 um .Tmlun lKpuKRaiu
--_ _______- _
____
L�L.I
N
•`eccaeovxt.aR ruxo. sGi �v.""..e"r("a'li¢.e�a'r
1 (.ni•miCIK .IRWS YC I�u �W,i
o eR enOt t01
OF FRAMING
EBFOR ORA
SCHEDULE
RACING SPACING
J
````��W T ./eq'/��i
•••1,F • C�Iy�I
.J
\��C� %GENS ••
LLJ
t i
�,�
LLJ
�
? 646
3.5-20GA METAL STUDS
/ 1
SPACED AT 24" O.0 MAX.
STATE OF
J
ii�.c� ••..,. F L O R TOP ' •C� ��
LLI
�
!/ON �� 1� ��`````
OVERHANG
OPTION
DETAIL
MetNe, T. Bald,W P.E.
O
Floddo Lkenx 6460E
E '
sueeL FBPR-2 OF 7
CODE REVIEW
Pmressl Dnal SeMce IndPa0lea
f]ISJTrJJDOM
00md9 Fbdda J2a39
Pons RaMeu. RRAAN Gna
ICGRS147Bi0
M CSI'P-•S9LLT8
L50CCCaWMt6
IaTB,UPE HAII NaM
LBUCCCNOtile
SS BRACC AT S-0•
ABOVE BMSi® F100R
ATVfJI TO FACH STUD N/(2) /10
SELF ORIWNG GRABBER YREMS.
(1) INTO VLIt MNGC
ABWC F1ao514D FLOOR,
ATTACH TO [ACM STUD H/(2) /1.
BRF ORRLMG GRABBER ,2-01
(1) MO [Kn FIANGC
ROOF PANRS FASTENED
END WALL FRAMING OPTION
END WALL FRAMING OPTION
]S'-2Y NE[AL BRAEWG. J9' BR AT X-0-
ATTA MH END TO US w/ (2) AB DIE FN612D BOOR.
/10 SCRENS. (1) MO MH T-oE ATTACH TO EACH MD N/(2) /ID
IIR YlF OR0 Gl UR SCMHS.
(1) MO M" FUNGE
TTc fROTNR•[iuf. R rRF�OLnRFn ON_cin
]5•-2KA 1¢GtL BRACMG. 3.5' BRACE Al 3'-0'
ATGCn [Kn CHD TO STUDS a/ (2) ABOVE Fw6HED MOOR.
/10 SCREWS, (1) MO CACH [IA[a.E ATTIICM TO EACI1 BBE
STUD N/(2) /10
SELF DRWNG GRAR YREAS,
NOTE M RR•[�Nf. IS _ (1) MO FAGH FL IFE
!BOTH en6 OF
OTC
�c
R00( PAMLS FASTENED
.TS' NAn %sJ
'OG
Q
a
15'-2[fw M[TAL BRAC
TTACH GPI END TO STUTU
DS 1r/ (2)
/10 YREFB. (1) MO MH i1lUYF
END WALL FRAMING OPTION
ROOF PN1EL5 FASTENED
0. THnH
O.0
END WALL FRAMING OPTION
MB
7/12/17
N/A
LB-S-LBE
PNn aF 1. PUN --.1
�
>. 1Ns N.n c s i [Nv'u"i�w u [.acT��ols[aexa
WKOitlR'a"R
k m /a sv_ nmt As
OD
ra nc NHRAu sccscuoG
la tm�..uoms•x
m
,som[.mt
°� m s[O`w��a rm .�"tictNo°Yi aa[o to m�:nN 1n
n•�N
3.5'-204 YCGI. BRACDF,
ATTACH FEND lD STUDS FL (2)
/tD YRm[A5. (1) MO W. FLAtGE
(yJ
M mtmt
oRl .ace4ec ®Q6 AAuf 4•IONm m •
�ecmRbaTTi¢�NnX TM�m4L1 � Fr IMT MS MO
R.mw�inRa Nmt D�iE- Aw � �� N ARE Nm
TN s _ _
�AIm1
[ 10 ra oon Icon ovac�Nrs or M
vlr
c (00TH
Ln
14s91wCL einoxsRA n cia.�r� aimsSN ]]imltlKw n
OI M DFPAennNl� IN ATCIIt® maa551Mi
(Roan rXOIO ArrAPun N.0cc1
Q
J
m�SwD```I11
ll/,�
w
W..T �
eq�Q��i
LLJ
NSe
0
�; STATE OF �' L(7 `
O N A 1.
a��llln
ulll��
T. BDldVr P.E.
0
F,lthe,
lordo Mcc 64608
C w
sheet: FBPR-4 OF 7
cooeTrElnew
rmmssroar saar/n m aumtea
nu.n[as db FbtIQ11899
ft.R
6e5FNFa fliNaN aWa
0
sucxeluol�.tes
nzw2138 owii Mw�
cx.uazne
SKID RUNNER
UNDER
SPACING*
30' LENGTH
SHED WIDTH
A
B
6,-0"
15"
42"
g'—p"
18"
60"
18'
84"
24"
84"
2B"
84"
36"
84"
40"
84"
-VALUES ARE FROM
TO CENTERS OF
END OF JOIST
SKIDS ONLY.
JL,MMUULL rum JILCJ
die
WIDTH
JOIS I
6'-0"
2"x4"
6'-1" TO 11'-8"
1 2"x6"
> 11'-8"
1 2"xB"
-NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE
STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
ARE INTERCHANGEABLE.
*FLOOR SHEATHING SECURED W[TH 2JJ'XO.113°
NAIL (OR EQUAL) ® 6-O.C. MAX
2 SKID FLOOR FRAMING PLAN
mob AF
xwufealuPEF
tunswa nx
MtB
—
7/12/17
ak N/A
LB-S-LBE
W
iwna FwT rc Tm ru. m ao wa
I. Trim eunw ¢ u[ot r 1K [mcr m.e —
_ roe roxT+ wanFutan
W
7. �o [m n[ wamrn6
X
rs lurta� a �_ x norcc [rms •x mr
an �iiauxm m ra
o
sou¢ •i[im mii�imF
i0A "swmu[ tIDv6 asact SWmYVs Of lrt Iota
m
N Ktpib[K[ a1Qn TM;Olb.t.l TMT aA[ aM
tfu[�i
mluKib wlM�q[- nM TwD- tNmT � MaF
OttR 16'M uo
w
�[[ wY11 fSmfl� V6}SIAMFaa
tl M L6�ef"Un aR 101 9A(Cf N ISSSIaS
V)
IFwn naouCa uwa"[4 rC I[w .nmoa[,
000Fs oa miaF atra[
Q
X\�
...............
I j
%%A, r+'� 1xGENSe •• ���j
LLJ
I.—
i ti. STATE OF *s wy
O
�t' FCORIDP J�\ "
i •.
Of
0
Matthew T. Baldwin P.E.
Flatida L; a 646.
0
L
Sheet FBPR-5 OF 7
COOE REVIEW
rmruv ws.ms.maNm,e:
17usl.asDa61
on6naa �onea u6sR
Fbna ReNew. RImuN DI6s
-STAPPR-OVAL
20?7=11=1-
®
Ir -
`
<.• „''ti?.4V.E;
.•
ICCaS1076p0 '
Fl. v6MP�S. SNL)6
$LKCC ND}„6
Ekpa2nem Manapvr.VmorG N46n
LS�¢CEN02 BPE vaAtl
�
pmaA
1I"xl1" NOTCH
OATrACKT
-. . '0i�—TM�
,
CODE INFORMATION_
woEVERsoN
MWDEKTUR[R
Nm aadas oc�
FOR EACH JOIST
fiULLDax: UK
EDNSIRIIEItlN TYPE
TO SKID WITH a-W
ME PRaEEION
•<•.
MRE swv xssax smEM
oa
LAG SCREW OR (2)SIMPSON H-3AEDRfBIL
NUR a(OR
!12"
EQUAL) AT EACH CROSSING
sic.mms
LAP SPLICE FASTENED WITH (6)"%4"
SCREWS ON INSIDE, (3)56"x4" LAG
JOIST TO SKID
PRCSL RE CDCMx ENIG
IMPgffMt[EK1UR
.,6
SCREWS ON OUTSIDE (9 TOTAL)
CONNECTIONlE�RODR.
RDa tM LD.D
at >me 1pNI ,ao
DW LW
RDOI
YDDUlFS PER &RIRdC
477x6"
P.T. SKID SPLICE
,uRRf.NE PRDICCroN 151GE
SNEET[R US•GC
SOLWtE f00T6DC
SOWS F
REVPTDNS
WALL SHEATHING
3.5" 20GA. STEEL STUDS 024"O.C.
REV
DESCRION
DATE
BY
o.e.e sr mT8
7/12/17
Some: N/A .
.
eeeq: LB—S—LBE
3.5" 20GA. STEEL
j
a
WDa,
.0 6E ERstrrmu
2
6
SOLE PLATE SECURED
WITH A"x4" LAG FLOOR SHEATHING
SCREWS @16"O.C. FLOOR JOIST
•
(2) 2
1.5
SENCO K28 (OR EQUAL) NAILS, TWO
ROWS 1.5" FROM THE EDGE, Cb 12"
O.C., STAGGER ROWS 6".
3"x6" SPLICE PLATE FASTENED WITH
(5)—SENCO K28 (OR EQUAL) NAILS
EACH SIDE
x6 P.T. SKID
-
r---------------------
-----------------------
2"x4" BLOCKING BETWEEN SKIDS 2X BLOCKING BETWEEN SKIDS AT
UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST
SECURED WITH (3) 0.120"x3" WITH (3) 0.120"x3" NAILS ®12"O.C.
NAILS 012"O.C. STAGGERED EACH SIDE STAGGERED
WALL To FLOOR
x„
m
mod=+
Mm.pE pN = Nm W<�M . v� p®v6�'inMi 5)wbAf6 �a M 1D,i�
p: Ktmm+l[.p"fRC ,roM1t.,. eMD.cs lMl lu SDD
,E.o M6a o�66s:
o...00.6
Q
�
LLB
�
\\\\ W T. S
``���1� .••• •., q�
`� :• �%CENSF
_..
SPLICE/SECURING
CONNECTION DETAIL
J
Q
t"'�•:. STATE OF (�`
�i�.C1 `• FC0RIDP
I"loll 11 1\ \ %N
0
M<Ilnem T. Bala.in P.E.
Fla.d. Lic- f641508
0
-j
sN«� FBPR-6 OF 7
CODE REVIEW
n,Brease,.�eemaB.mes
n4esxMSmso.w
onmda FreneB s:ea6
Rtam RMr'v. RrtaNOba
]s,o
fi asNwAS 4]e
L6UC Me,6
0.p2eeMMw9erV Nv4n
FLREe9 GE /eID,1
Lsucccw0213oxae
ELECTRICAL
SYMBOL KEY
QRECEPTACLE
240V
Q240
RECEPTACLE
SINGLE POLE
SWITCH
THREE WAY
R
SWITCH
CEILING MOUNT
LIGHT FIXTURE
WALL MOUNT
LIGHT FIXTURE
FLUORESCENT
LIGHT FIXTURE
JUNCTION BOX
1. ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION.,
2. FIXTURE LOCATION AND TYPE MAY VARY
3. PLASTIC OR METAL "NEW WORK" OUTLET BOXES
4.20A GFCI OUTLETS
5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM B RECEPTACLES.
6. ALL SWITCHES TO BE AT 48"-52" A.F.G.
7. FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
B. ALL OUTLETS TO BE GFCI
9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL
m
M
0
O
w
WINDOW HEIGHT, LOCATION
AND QUANTITY MAY VARY o AND ARE OPTIONAL
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
r 50'-0" MAXIMUM BUILDING LENGTH
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
LATB
D— 7/12/17
s�
N/A
LJ
LB—S—LBE
>
o .r
N RT.
X
�i61
CO
�..00.s .so W096 iF0 M reme� s[ 10,6
wNLWUwCL .QB IBC ,WB,.1. 6WbG6 Bnl NK ee6
66666 6R '�
w
���11 �
�-
w..T
..eq.�p��i
Ld
'
�': STATE OF r�(74,
�i�pt:'••. FLORIDP •:' �v��
CC
I—
U
Matthew T. Bold.in P.E.
Florida Lk— 64M8
W
sleep FBPR-7 OF 7