HomeMy WebLinkAboutSUBMITTED PAPERSP . R# � a l
FOR OFFICE USE ONLY
VEGETATION
REQUIRED
ENVIRONMENTAL
PLANNING/SITE PLAN
CODE ENFORCEMENT
USA
TAZ
WATER SUPPLIER
SEWER SUPPLIER
Dt_'R:CERTIFICATION
FL, DN R (CCCL)
FL DOT'
SLC STORMWATER PER
MANGROVE ALT
SEA TURTLE PROT
DATE RECEIVED NOT REQUIRED -
Cp .
REQUIRED FEES
BP VALUE
PLANS REVIEW FEE
C OF C FEE RADON FEE $ I pr
RCPT # is
ROAD IMPACT FEE
ROAD IMPACT DISTRICT
ROAD. IMPACT CREDIT- - YES jfNO ROAD IMPACT ZONE
-�
ALTERNATEDEV_FEE $
FEE_ ZONE
DEV-
SCHOOL IMPACT FEE SCHOOL,
SCHOOL BOARD APPROVED. MPACT CREDIT YES NO
POLICE IMPACT FEE $ ON YES[ NO[
- - ----------- FIRE IMPACT FEE
SUB PERMITS
-REQUIRED
GAS
AIR CONDITIONING
ELECTRIC
PLUMBING'
SCREEN ENCLIFENCE
ROOF
f I
DRIVEWAY
NOTREQUIRED
ZONING CHECKS
_BBL LOT COVERAGE le� , EASEMENT LOT SPLITS
°) E
bl,R��
2�a�/fact
7�
,
�/� t
�� �`��V/R
gs
,�
t
•C ,aft
�'i
—�
.� -�
�
r o�
�'
SQ
�
Z
Ohl
,Ljohj
h�
&�ylh(
2/,phi
0ptY/QQ
vd;c%
aht q
001
0 �
I°
nj
�o1c4
4�
e
I
- ex!s 1/8'x 6' Lang U-harrwe "3'
AMachn to msttng bulde+gwith 4-3/8"
ags lof mood wA 3-1/4 anda ^ A1tlmtruvn beams lip _ 'W'
of concrete. "+ PAGS 3 oC 3 "W
•• 2.12'1 1/8%6' Lena U chat '8' ottocl w ' W' Oetd 2 ryp.
2'x_smb fe f2etal SAGE 2 of 3
PAGE 2 of 3
0
Phrimiterr rt+emtxr n
• o` // a• SveOn lip. es -
Scrw typ.
dic
O �� -- S I v •- Cables lyp
O N I a Detail 2 typ N O I See schedule.
®
Cables rypof 3 0 �'+ 2. 2' I 12
=
I - I see acheaule. < Screen ryp• en Grade
/ n
Exntug I4L_ 2'x2' choir ra11 c� °i
-- __....�,.�..... Geode D 13 t 1'x2-typ.
s 1'2 2 1Detail 3 typ.PAGE 2 of 3
'Iexva"r8' long angles 'A' TYPICAL FLAT ROOF ELEVATION
tack to fascto wdh 0 3/8 N.T.S.
)s at *do angle ea. side y l Existing fascia
Extstrq structure
.1 Z t• tole
I gutter I j 2 t 4N Aluminum beams
O \ O See table I
O
O
Notch angle Opt
'Must rematnforangle strength.
2"x 2's 1/8'x 8' long angles 'A" *note to
2% W stab with 4 - r` 10 Sens d each ongle
L3clt side.
DOWN BEAM CONNECTION ENLARGED
2"x d SMB See TaNe 1 PAGE 3 of 3
r-- SCREEN SIDE
2'x d SM8 See Table 3
PAGE 3 of 3
'A' = Stier Gutter • SMB d
`B""Otherhwq dmenscrt
I Ch
R U
.A' 'B-
2'a 6' SMB min
Alumin rn columns typ.
i
2'x2"ourltns attached
to be-glrx >./ 2 n• 10 a
I vc sms
OR SNAP BEAN
EQUIV.
2' SMB
+2•
i
TYPICAL FLAT ROOF ISOMETRIC
NTS.
Detail 3 tvo• " Cables typ:
PAGE 2 of 3
TYPICAL DOME ROOF ELEVATION
Aluminum d
see 1ob1e 1
PAGE.3 0,
Screen typ.
Cables typ.
see schedule
NOTE: 2"x 3" UQrnght must be notched
2's 2" patio or anop for 2% 2 roof purllns.
fostered to Deorn w/2
Sell r-:�gbeam
N•10xI-1/2'SMS-
See ---Due I PAGE 3 of 3
SQrd Screws has denote
o
2 : 3 uprgM sCrer pol'em
OQert Screw MQS denote
2 :4'tCrrgnr aria larger
strew pattern-
2%4" SM8
o 0
0 0
o
3/4'
-r—�
001
0'o
°
I
o °
I": a 0 or Snap fastened
tot s2-w/N•10:1-v2"
SMS at 24"o C. or cant
snap sections.,
I ": 2' o b. tosregqed to SMB
r/2 No 10 1-1/2-SMS
2"x S SMB
2 :6. SM8
2 x 7 SM8
2 x8 SMB
217 9 SMB
o
1010
O O
olol
o 0
0
O
0
2'sSMS Fast See Tab. 2 PAGE 3 of 3
h N
N
to ',r
:n
TYPICAL DOME ROOF ISOMETRIC:
N.T.S.
Cie for
NOTE; Screw patterns are for general location and sp«rtg and " A
inn upright required to achieve moment cot. tton. The N N N
d be
N• 10 a 3/4 " SMS 3/4'o.C. CpossiDle screws reyred artd eventer coiurrin of screws ery other scr pt farVmw dd
BEAM TO UPRIGHT CONNELTION DETAIL No I BEAM TO UPRIGHT CONNEC-ION DETAIL No 2
2" X?_" AND 2%3" KNEE BRACE CONNECTION DETAIL
161W tr UlgIM M SIZES ►04 PO_°L ENCLOSU1it RNEt BRACES_
Mid M0024
ni.gP_tj_t�rlu;Igtt A!4?R!_!3*a+
2 e• 21s 2-: 0.030- 2- M-CNA NiL N/.•�•• IS/ I/]- EACH SIDE
TO 3'- 61 21z 3-s 0.030" 2- H-{HMINEL N/ s-! to/ 1/2-.LCH SIDE
TO A•— s- 3-s a-z 0.630- NQTep .Uhl OTER i61,mv "0a-cWr Sit
T�9Lf 3 FOl a/,&'SIZ='OP SCAM
a
TO V- s- 2's Ys 0.050• SAra'AS AAtoTE WOrM
NOTES FOR RIGID CONNECTION OF DETAIL No I, L, 3
I. Z%W' Upright must be notched to reocht ►op of Dearth to achieve rigid Connection.
2 Y' of screws crust be as gown spotrtq 3/4"x 3/4'mn spacing G-10 ponern may vOry.
3 See Towe 3 for M of sere%& and rtrrvn+m stZe Of uPt"01 f beam connect'on
4 '+ex hood self tabim screws are on acceptable substitute for SPAS
S IP BEAM IS NOTCHED TO RECEIVE UPRIGHT
ADDITIONAL SCREWS ARE NOT REQUIRED FOR
20xo-30 UPRIGHT.
1'x2" eltt fastened to 2"x2'w:Rt
/ N• IO/x 1-1f2 SMS'ot 24= 0� SNAP BLAfS
2'i 2' t+urlins attoX. ..beams R�
�1th 2:n.l0x-l-V2 sm. `
,•'" i 5/4' ruin spacing.
`-r l
t Cur for overlap
i
O O O O 0 0
O` O 010 O 'Cr
O ` O`a�� O f
3/4' min. spacing.
O O
/
Cut for plate Connection
(plate inside beam)
NOTE: Screw pattern for
See Table 3 -fort-ImDer
the connection using
norCted smb will vary from
df 7Cr& as ccmect.
the Shown scrmne and
PAGE 3 of 3
s0oCin9 applies.
TYPICAL SIDE PLATE CONNECTION DETAIL. No 3
eta I
PAGE 2 of 3
TYPICAL MANSARD ROOF ELEVATION
Atuninuun beantyp.
See Table I
PAGE 3 of 3
Exlstuig, sfrudure.
�r\1/
Perimeter member
1 ,' I'm all around .
iru n uprights Screen typ `,� +� Awn columns
able I Cables fyp. typ. See ho. table.
slab and See 'schedule.
ng• typ. PAGE 2 of 3
table 2 _
TYPICAL MANSARD 6LOO,, I' ; �h1
PLT.S. a :,—
ADDRESS: ..
DRAW+LING iS FOR Z PERMIT ONLY
NOTES "W'■ Screen vo..:1 socc-q.
'L'• Mmurnn+ .Leon. shot !titouf Irnee brace
odd length at time brace to span from --Pon
tables.
"H' • Maximum uprigM heights
'SW'= Sale rolls can be framed
without top beam and con be
smallest extrusions allowed to sport
tables (min 2"x 2'x 0 04-)
TABLE 1 PG 3 of 3
ALL INFORMATION AND DETAILS CONTAINED an THIS DRANiNG Is THe
PEO►ERTT Of LAWRENCE E. BEANETT AND MAY NOT BE ■[PRODUCED/COPIED
OR USED iR ART MANNER NITINNfT His NRlTTin PERMISSION, INFORMATIO
Ill NOT TALID NITHOUT Mr. BERNM'S SIGRATURE AND EMBOSED SEAL ON
A MASTER FILE CO►T BELONGING TO THE PERSON USING A COPT OF THIS.
LAWRENCE F. BENNETT
CIVIL ENGINEER 81 DEVELOPMENT CONSULTANT
P.O. Box 4368 South Daytona, F1.32121-4368
Phone no..: (904) 253-9960
SP SCREENED ENCLOSURES
MEM rite REo OMAI iTS
OFCHNq ttms=tttst W
10
Foster §perGutler to fascia
with 114 a 1/2 - fai w/wmler
ERREPVCLI MP
O
Attach one atn.t L W IQ Ia%C.e Inro„ gn
SG w/ 2 3/8' logs ea L inn 2' Due
-
"it clip arch AnOIT ea wglt IliS G sp ./ 3 N'8
s4e of is"nl 1/2 SMS
FASCIA and 4 8� W. 2a2' S M.B Aal I.12' on tt to br
g r^6i r pANnD
feg as Sda.
OptIon isabove 5' t
SMB 3/8"a 8" Lag wuh washeir
tr tor-h beam aid one at
each mid spon.
I"12" rpnli thong suverGuner with 1.1/4"
a 1-1/2 thru bolts £ O.C. into SJperCRefr.
I/6's 2"a 2'angle clips whth�
I/4' ftru bolts each side d De"t.
SMB Q90 ECTION TO SUPERGUTTER
41- 2"12"or 2.13' or 2's SMB Post.
2'12"1 I/B" angle each side a{toeh to post and
concrete In acCOrOahce with %criedule
/ 2- 06 each side into upright
NOTE: No footngrecuredexcept when grOund
Ground Structure as shown odj.
1'12' c b.
1/8' Il 14'mn.
2-'00 01, can: (min.) with
6xG.- IOa10 welded win
POST TO CONCRETE DETAIL.
Orgj%: use 4 N. ♦ ♦ • C
10a 1 Swat ♦ V Tnae tu.l
internal strm ♦ 14
boss s s4io¢at ♦ [ 2' �,� � 2": wrge.
&HI1- I14z 2• SELF ♦ 5'EuoerGlhr
TAPPING AT 24. O. C.
o.e boto•ce of
2'12" to s.p.
eorrlefd Super timer to bt onafched
first w/r3/6 18 1✓ V2' (live 3/4'I fascia.
Loco" closer clips ferret inside 2"a2"
Wrher4 Oe=ed use rP8
a V2 SttS al l-I/2 oc eo sd.
ALTERNATIVE SUPER GUTTER TO FASCIA
1/8"sI"aSuperGutter"W"Luse 2L's/beomset crW 1.,4-3/4"a31 1
ILper md spun of SuperC-Aw beams'es below. 1/8*vm Luse La/
bean set and IL/
• yy` asa. sroce Of trn at .
Locale close
clips where 1 Truss Iail
desired use o
N'Bal/2" 2'aSM6 ° ° - 2'Iborge
SMS cr. 1-1/2 -N'8a V2"
o.c. ea. side- SMS
-- 3/4'fosc
SutwGuner 4
2"12"aV8" L cit each side of SMB Anach I'a4-3/4"13' bng11/8't*
with 4-N'Ba I/2 each side. L IrrD4h S.G ongk (if reeWed) dad into
fascia w/2 3/8" (•ear, Z'baoSet kG
delal S G to be art. irs+ ■/1-3/8 ug 24 at
SELF MATING BEAM CONNECTION TO SUPERGUTTER
4or 5' SUPER GU::ER
I
1 1
4' 0.rp8" wdl
1` f
5" S- PM GUTTER
ANGLE LOCATION FOR 5" SUPER GUTTER REINFORCEMENT
/
Pon rod CM:hed with ti- 10 a t/2" SMS at 6"o.e. Cort,pra4 paef I/4'S S a pywl thickness• 1/2"
With owe ono neoprene gosaet 24' O.C. Pon.
45'
11' Concrete skip
3 TYPICAL CABLE CONNECTION AT SLAB
C'a 2" or smb
/2'- 2%7'.0135"
mb RA on 45•?gk N' 10 flrts
e�G C.D. or a a. for cable
f50 lb show#as SIM Cable • 2 2'
TYPICAL ALE CO i ECTION AT CORNER
1/4. Itau bon ono I
1/2' PYC FERRELL
an 24'a c. uaer9~.
vows
Screen not beam and Dean.
vanes
i LJ Asrs r cmu aw,twa
,cebow,
1���• lsoo a.0 cott .r
5 w B• � t / uo„s
O t. Mn- 1 1R' Off gTarc
1
RIOIION rOC:ING TOR
SCREEN= EliCLOSURES
D 7 �. e=9 a 1♦' H.\ STRIP
: E.l °e.rl
w---Y.0 I.- • r' . aar7� \ • na . r Wa Sc K—__m
... � .>_ • ere • s...
4. Sae v ISEM V�i
so eaob
r�ter+ u wti+e s
necac rL• . tJ '
LA. a= ON IMLAM
U•a2'aOLm•x7•NJ
wr 4 b a4 bra
1 2 Ya•e r"%j BMT6
G ►CIE a LA. BEAM
scm
rt✓ •
ltb'• r'ErRs.E
o 2.• of LAr 601116
rt0 . 7• tID Of7ELL` � � •
• 7s• oc i
sac Woes
AkTw'�A
.. • [4 LRTLR 1
O`§cMT W"T".1
1�C� .
P =v.c 2• rTaP
b
Waba•tms
III.l &CM CF DEAM
ll O . 112a4ED r-A-50A 6RTIIl+R
WFICAI. SL OR SW HE1111 & GUr= CONN ECMK
throw Oumwm Lair to Ne a stab
CPU"* rraett ohp Idol or k>4 �� with Ile a r tea -am w ewd s'
t J 4 ba aint:.wA. Woes oft of err Ire Wail r aG
• _` r . r a 1r ved "L
Bed or
usunan clarenl% in ad ltiA Ir 4a+pQ K
1 j 4 low at —*I ane a an satr
B orb °d Ined OtR Ihbd lap oaaae
r " ^ OtTh X10g p.si pos lWdt crrOla
2 j 4 lac to. 2 1/r 46 rnati
nallZ UALi. POOTING PM SCRZM® LIOASOAES
SLAB DETAILS ADDRESSING EROSION
2' Min
Before
slope
3-1/2 = ,
—. �_.._-....,..may
FLAT SLOPE/NO FOOTING
• B In. 39 Bar Cont.
r
MODERATE SLOPE FOOTING
2"/ 12' - I'• 10"
�CC)l#MCT 2• x 2• TO CEAM
w/ 2 -85 x I jZ loos 15
2- b x' ' 6Nt5 —�
inesh,c oric rot
NOTE' i`�re
I CC1•leCT 1• z 2*
w eCaul
I9ETIf I!'3 ' x 2 S
rt 4a'
TO POST
eV 2- b x 1 f2 1!t
x 062'
CUT DEA M
REAM SaE VARIES
121
1 - 'b WO DEAR
fl 2• x 2' x -OW' x 2' L2DE
8 1 n. 4 • Tar cant.
S- b x" • SrtS D.ITO P05T
STEEP SLOPE FOOTING
✓
POST
1' - 10'
TYPICAL BEAM k POST CONXEC7I021S
/Add^.onof cable Drocing
feoureC when screen pool
eacrtas 300 sG to oadatorrol
I CM46.1 Mal Oho: 300 Sq f 1.
/ 2'■ 2' Support arms.
2'a2'weh I'12
pefrteI member
• Itrp all)
NOTE, All spans and Capacities ore based on worst
case of spul boas *4 to wad voic ca e:.
ALL INFORMATION AND DITAILI CONTAINtp 01 THIS DIIAWING Is TNL
CN0►Ea TT Or LAVIENCE E. SENNLIT AND RAY NOT lit NtCP
pjoDB D/CO►t CD.
0a V710 IS ANT nANNia WITHOVT NIB WRITTEN ►ZMt2SI01. IXFORMT1011
Is NOT VALID WITHOUT Rr. SENNETT•S SIGNATtIat AND CUOSED BEAL OS
A nA1T1a rILL rapt SELONCt Na TO THE I'tnaON 11131116 A CDry Or THIS.
LAWRENCE E. BENNETT
CIVIL ENGINEER a DEVELOPMENT CONSULTANT
♦ Coiner cable PO. Box 4368 South Doytono , FI. 32121-4368
evilorce Phone no.: (904) 253-9960
•. reinlorcernlra motes
♦ I'll 2"
2's 2' wpm I'12' S P
at corner low woes
char rod
FRONT WALL. DONE ROOF, SCREEN ENCLOSURE
DRAWN I SHEET 2 OF 3
I YEETS THE REOU M16[mm j
OFO 71FAIMUCIM W
L
as
n
0
PLAdPONAL
2• x 3' S6 Or CE (1W t7.411 � � �FOR.p��
7 I wA Iv
IN
oME[
ON
ILI
a
W
Q
�i
k_—OLA OVAL ROOF BRA=-,* REO T7
NOT ATTACigD TO ExISTM3
FRONT WALL POST A CEAM
PL:.V 8CRE1:�1 EV�OSUR]E
2•x3•S6orCE
1(
o `r
0,"IR
RAIL
,
---CABLE BRACEN
SEE DETAIL SFL 5
`r x T OP�aI BAOG
K-BRACING W$1 REO 7
B7 LOCAL OR--D"NCE SEE DETAIL SK 5
tILAT RpOs ■ III
ec
� r
CStilJF
e
•1• x 2. OPEN BACK
K-BRA. D U4EN R$O'D
BY R LOC.t OD•iAfCE GSEE DETAIL SLi 5
61D[ ,... • V= - 6CFZELN LVCrO6tAZE6
di s-Z ROCP Ic IS
f FS2ST SPACM A BEAM SPAN
VVA
5,
SP
K-DRAC 4 Ci$1 1M0V2. OPO4 BAOC
DY LOCAL O0;C&") CE SEE DETAIL S115mum
MU1ht6tl� iRCIOII MEN
■ NUT% K-DRACE or CAXE DRACE
NOT Dra Morn
IS robLy ATTACHE]) TO
AN DOSTDG STRUCTURE
CABLE DR.ACE R
SEE DETAIL 541 5
Nk
—e:6BLE DRAcm _
am DETAIL SLL 5
IAO•T 1 4• x 4' x 1762 Ik
B•
A
' 2•x21xG•t4'
2x 2• x'•
CSIAIR
2•x2•xjg:w
o�
TQ
III
1
tom.
I4
PLAN VIEW
3• x A• X t TNK FE W/ 4-•t0 X-%' &' S
EA SIDE W-BE1 REO'D - SEE TABLE 2 FOR t VALUES
%•• MI► . EYE -BOLT NICKEL PLATED , / HUTS A WAs E` R5
2'X3•Xm55.55orGE
5' SEE TABLE 2 FOR REOv
I MNIIIJ SERVICE LOAD RATO,Ys
OF CABLE a A5:+8't5L7
i762- TW'K M
C;."IR RAIL 511J11G>ED
VA' MIN. Tt1W42YLICKLE
T
PT L—J& E>CP. BOLT.'
•24•o.a
or1'i -+ t.uC
IL2•x2•X116 x4• �' • .J �..
W✓ 2-'.•• x 1IQ• A I 11
1'%U x 41H x 17G2• T1• 1C rL 1 I t BOLTS UL'• x 14.
Ems.
x2•x.044• A. xb•xi/8 }!!Q Qom. EXP. BOLTS
� I
I
'
I/4•• x it/A" L-Ie. EXP. `BOLT p'1°. 0•. 0.. 2' x 2• xl/6 x 4'
orris 5PA0:D • 24• o. c. • 0' .D .✓ 2- y4'• x I11A'
EI'M. EXP. BOLTS .• 0
—C�- ,tSEE TAB' 1 FOR 5E=QN A -A .O,•0o.• p.'.
RE070 QUANTITY
"DIM -10 AA" 5M6 ALTER2"TE
K — BRACING
N
III
u
n
a
� 0
x O ".dN.SARfl !i?OF
USE 2•x2'xJD"*IIE
~ o/ 2 Wo TirFLU BC=TS
• ESL END
SEE DETAIL A
/ =2•x3.WorCE
teRonR tuAtt
SEE TABLE BELOW 1
FOR REO'D QUANTITY
CF 80 xk SMS
DSWEET
IAGONAt2 Tf2DGFis REQUIRED DETAIL A
DIAGONAL BRACABG
ADJAGEB•UT TO CORER
PEO•D • EA - END
C'F FRONT WALL
FOR MQ*AFRD ROOF
WAIL VIDTH
Nm OF 610 x 3 • SMS REQUIRED
20'
2
3G'
4
40•
5
50'
7
eo'
9
DIAGONAL ROOF BRACING
PLAN VIEW
3' x 4• x t TLiK It W 4-010 x34' 5M5
EA. SIDE WW ETi� 1 tE01D - SEE TABLE 2 FOR t VALUE&-
14•• MK EYE -DOLT N10O:L PLATED It NUTS 4 WILSWM
-3' X JOBS" 55 or cE
5' SEF'ZTABLE 2 FOR PMOT3
MIIJIt'tf1 SERVICE LOAD RATMG
OF CAfDLE I �3 ,ET BLY
`t I
f C:dAIR RAIL t
a
t?OST �•e x 11� • POSY
imm& Exp. BOLTS
• 241 o. c ,
LE
2-4�•.x14• •xt
0o a•'33. tom. DOLTSQ'8Eia°. °BOLTS
NALTES;e".pit LABLE LOOPED ARoum
SECTION A -A W/ 1-48 • X I tit-
EMS. EXP. BOLTS 2 �!��
...
,61TE4•IdTE '
CABLE BRACING
TABLE i
USE FRONT WALL VIDTH VHEN DETERMINING No. OF SMS
FOR THE SIDE WALL K-BRACING
USE SIDE VALL WIDTH VI -(EN DETERMINING No. OF SMS
FOR THE FRONT and/or BACK VALL K-BRACING
MAXIMUM
VALL
WIDTH IT
No. of 010 x :W SMS REQUIRED
A
B
C
ODE
211'
2
2
4
2
2
30'
2
2
4
2
2
41r
3
4
6
2
2
50'
4
5
B
3
3
60'
6
1 7
12
3
3
■ MAXIMUM FRONT VALL HEIGHT
TABLE 2
USE FRONT VALL VIDTH WHEN SIZING CABLES
F13R THE SIDE WALLS
USE SIDE WALL VIDTH WHEN SIZING CABLES
FOR THE FRONT and/or BACK WALLS
MAXIMUM
REWD MINIMUM SERVICE
SIDE PLATE
MINIMUM
VALL
LOAD RATING OF
THICKNESS
CABLE
VIDTH •
CABLE L ASSEMBLY
t
SIZE son
25'
B60 tbs.
NOT REWD
l✓g•
XY
1035 tbs.
0A62'
3,
�16
40'
1379 lbs.
SQ'
1724 tbs.
U93'
60,
2069 tbs.
0125'
4'
■■ MORE THAN ONE CABLE MAY BE UTILIZED
TO
PROVIDE THE REQUIRED SERVICE LOAD RATING
was gg GENERAL NOTES
BRACING TABLES
N=, All scans one c000COies are Doxd on -Drst
Eos• of apbtl I0033 ous 10 Wnd.elGGhe:.
ALL IlIrnAMATIOR AND DETAILS CONTAINED (IN THIS ORAWIXO IS TIIE
rROPEr" Of LAWRKRCE t. RENRLTT AND MAT OUT Nr. ■crRODUCr.O/COrIE@
OI USED IN ART MANNER WITHOUT HIS WRLTTM FSOMISSIUR. INFORMATIO
I/ OUT VALID WITHOUT Mr. MIRRETT•S RLONATUIC AND V%nZtb 31LAL OR
A MASTER ►ILI COPY RCLONOINO TO THE rCR..%m USINC A COPT nr THIS.
LAWRENCE E. BENNETT
SP
CIVIL ENGINEER a DEVELOPMENT CONSULTIANT
PO. Box 4368 South Daytona, FI. 32121-4368
Phone no.. (904) 253-9960
DRAWN I SHEET A OF 3
LWB
ME11711THERECIAIMMEIMS
crow iLsmisorm M
H
TAKJ . s Rai U89 W !mil R00f KP13W ALLAI-'UM 60" 7-6 Al a
USING SCRmL PANIs. VIOIZ •Y• DM OKAYING SELECT SPAN •L' ON OKAYING
MAI11I11L SPAN L.
VIVIM 'Y• ■ 9
�'
6'
L
W=-- 1003
1.12'z0.044• 9'- 4-
/'- 1'
7'- 3•
6'-7-
6-- 1•
S'- 9'
S'- 5'
2.12'zO.044• 12'- G'
10'-10'
9'- 1•
/'-il•
1,- 2•
T.- /•
7'- 1•
2-z2'zO.03' 131- 6•
111- 9'
101- 7'
9'- 1•
9'- 0•
••- 5•
7'-11'
2'13'z0.05' 01 2•93.10.093'
161-11'
14'- 9•
131- 3'
12'- 2'
11'- 3•
10'- TO
10'- 0'
SLIP RATIBENM
io-0NG
2.14•44':0.12-
27'- 4•
23'-10'
21'- 4'
19'- 71
11'- 2
17'- 0'
16'- 0•
2'35'z0.05 0.12•
33'- 6• 29•- 9• 27'-11- 23'- 1' 231- 7• 22'- 5• 21'- 5'
2.16'IO.O3SD.12'
37'- 6' 32'- 6' 29'- 9' 27-- 0- 25-- 1- 23-- 6- 22'- 2-
2.17'10.0510.12'
40'- 9•
33'-HI•
32•- 3'
29•- 7•
27-- 3'
26-- 1'
24'- 3•
-: z6'=0.07z0.22•
- 33'- 3•
461- 0•
43'- 3'
39'- 9'
36'-:1'
-
33'- 4'
34'- B•_
2-z91zO.07zO.22'
39'-10'
51'-10•
461- 9-
42'-11'
39'-11'
37'- 6'
33'- 5•
2'19.10.C710.31'
66'- S.
SI'- 2-
31'- 4-
44-- 0-
44'- 7•
41'-10'
40'- 1'
SNAP EXTRUSIONS
2'z2'z0.0441 14-- 0•
12•- 3'
30'-11•
10--0'
9'- 2•
1'- 6'
/'- 2'
z7•z0.045• •11'- 3'
16'- I'
14'- S•
13'-2-
22'- 3'
11'- 5'
10'-10'
2':4.10.045• 23'- 2•
20'- 0-
IB'- 1•
16'- 6'
13'- 3'
141- 4-
13'- 6'
2'z6':0.064' 37•- 2•
32--10'
29'- 6•
27'- 0'
23-- 1-
23'- 6•
22'- 2'
2'z7•zO.076' 43'- 2'
37'- 9•
34'- 0•
31'- 2-
29-- 0'
27'- 2'
25'- /'
DOW NOT INCLUDZ ]ENGHI OF XXXX
BRACE. ADD HORIZONTAL liNGTR of KNEE BRACE
70 ABOVE SPANS FOR TOTAL SPAN.
TANZ WI nLn HEIGHTS Toe POOL VALL MM A�iINUM EM L ALLOT
USING 3cjEEx PANS. NIUM •Y- FROM GRAYING JIIECT SPAN 'L• ON OKAYING
MA1INUK SPAN •L'
9.
EXTRUSIONS
1•z2-z0.044• 6'-10- 3'-11' S'- %- 4'-10' 4'- 6• 4'-
2•z2'zO.044' 9'- 2• 7'-11• 71- 1- 6--6- 6'-0' 6'- 7' S'- 3'
21z31zO.OS• OR 2'z2'20.093'
12'-10• 11'- 1' 9•-li` 9'- 1• /'- S• 7'-10' 71- S'
SW HATING NEARS
2.14'10.044•10.12' 20.- 6• 17'- 9` 151-11- 141- 6- 13'- 3' 12'-6- 11'-10•
2'25•10.0510.12' 251- 2' 20'-10' 111-10• 17--6' 16'- 4' 14'- 5- 13'- 96
-,� 2.16'zO.0510.22• 23'- 6' 24'- 0• 22'- I• 20'- 2' le'- /• 27'-3' 16'- 5•
21zT'zO.05zO.12- '31'- 2' 271- 11 241- .71 22,- 1' 20'- 6' 19'- 2' le'- 1•
2.WrO.070.22• 42-- S' 361- 61 32'- 7• 30'- 0' 27'- 9' 25'-11' 24'- 5•
2'z9'zO.07zO.21- 43'-11' 39'-10' 35'- 7- 32'- 6- 30'-I1' 28'- 2' 26-- 6•
2•z9'zO.07zO.22' 51'- 0' 44'- 2' 39'- 6• 36'- 0' 23'- 4' 311- 3• 29- 5'
TANS 1a: MAXI1Il1M HEIGHTS FOR POOL IIAL L FUMM All IMUN 6063 T-6 ALLOY
FOR ARW SU&TECr TO ICE MD rilfD IAi1D0-3000FSTm 10_ AItFu
norm OP THE IJITITms gj JACICgOKYtlu.
U31MG SCEM PAN= n= •Y- FROM SAYING SZ= SPAN 'L' 09 DRAVING
MAZIIIH SPAN 'L'
vIvrs "If"
FSii673I0113
1'z2110.044- 6*-2* S'- 3• 4'-10• 4'- 3' A'- 1' 3.-7. 3'- 4•
't'z2-z<H.044• 1'- 3' 7'- 3• 6'- 5• 3•-11- S'- 6• 6'- 1' 4•-10•
2'z3-z0.05. 01 2'z2.10.093'
11'- 7•
30'- 1•
9'- 0.
/'- 3'
7'- /•
7'- 2•
G.- 9•
SPLY RATING BFJIMS
'
rz4'zO.OM'3L0.12-
le•- 6-
I6'- 1'
141- 6•
13'- 3-
12•- 3'
11'- 6•
10'-Il-
2123'20.05z0.12•
22'-11•
19'- 1-
17'- 1•
13'- 1•
14-- 6-
13'-7-
12•- 9•
2'z6'zO.o3z0.1r
23'- 9•
22'- S'
20'- 0-
IS'- 4'
17'- 0'
13'-11'
LS'- 1•
2*zrzO.05z0.12-
21'- 2•
24-- 7'
22'- 0'
20'- TO
I&'- 1-
IT'- 6'
16'- 6•
rRs•xo.o71o.22•
31'- 2-
33'- 3-
29-41'
27'• 4•
23•- 4'
23'- 9'
22'- 3•
2'z9•z0.07zo.22•
41'- S'
36-- 1•
32-- S-
29-- 7'
27'-6-
25'-9-
24'- 3•
2019'z0.07>m.22•
43•-Il•
40'- V
33'- S•
32'-11-
30'- 6•
21'- 6-
21'- 6•
Rq ZI7'RUSIONS
2'Z2'ZO.044-
9'- /•
1'- 3•
7'- S•
6-- 9•
6'- 3•
3'-11•
3'- 61
200"zO.045•
12•- 6•
10'-10'
9'- 9'
/'-11•
/'- 3•
T'- r
7'- 3'
2'z41z0.0U•
17'- 1•
IS-- 4•
13'- 9•
12'- TO
11'. 1•
10'-11.
10-- 4-
2•z60z0.064-
23-- 1-
22'- 3•
20'- 1•
IS'- 4'
17'- 0•
13'-11-
L3.- 3•
2`zrxo.07/•.
29--11•
3S.. 0'
231- 4'
211- 4•
It'- 9'
II•- 6•
IT*- 9'
OM NOT INCLUDE ISl14r Or ORR =ACE.
AID B RI20NTAL LIO M Of
EMEE IMUCZ
70 NOTE MRIMM POR TWAL SPAN.
SNAP EXTRUSIONS
2'z2'10.044'
10'- 6' 9•- 1'
1'- 2•
7'- 3'
6'-10'
6'- S-
6'- 1'
2'z3'zO.043'
13'-10' 12•- 0'
10'- I-
9'- 7'
9'- 0•
1.- 5'
N'- 0'
2.14.10.045•
17•- 5' 15'- 1'
13'- 6'
12'- 3•
11'- 4-
10'- 1'
10'- 0•
2.16•z0.0641
26'- 6• 24'- B'
22'- 1'
20'- 2'
le'- 1•
17'- S•
16'- 3•
2.17-20.076-
33'- 1• 2/'- 1•
25'- 9
23'- S•
21'- /'
20'- 3•
19'- 1•
DOES NOT INCLUDE
LENGTH OF KNEE BRACE. ADO VERTICAL LEN.TR OF KMZE BRACT
TO ABOVE IE1CUM FOR TOTAL ZZIGHT.
TABLE 3: MINIMA I SCRETI FOR CON
=jPG
WAIO 70 LIMC T3
ALUHIMUR
6063 A110T_T-45
BEAN 3IZZ
HUM. UPRIGHT SIZE
W.
1 3IZZ Of 3CWS 1Dp'D'
2'z 3'
- 2'z 31
•
/ 10 z 1/2• DOUBLE SHEAR
2'1 4'
2•z 31
3
I 30 z 1/3' DOUBIi mmu
2'z 3•
2'z 3'
6
110 z In* DOUBLE 3:EA1
212 6•
2•z 4•
/
f 102 1/2' DOUBLE SHEA
2*1 7•
2.1 4•
12
110 z 1/3- DOUBLE SKEAN
3•z 6'
2'z 4'
14
/ 10 It 1/2• DOUBLE SPEAR
2': 9•
2'z 3'
16
8 10 R In. mum, ILOIIII
• REFER! TO
B077t S:D6l OP THE
ZL .N'T1Lffi Q, BEA7t 6 IRYIGJT
TAW 4_ MIKIIRJM Wn FOR POOL VICWSURS EAEE wc-Es
AND ANC710RIMG g6j AlLMS1M1IM 6063 ALLOY
BRACE L.
EXTRUSION
ANCHOR SYSTEM
01- 21- 6•
2'z 21I 0.044•
2- H-C■An V/ 31 10/ 1/2• EA. 3IDE
TO- 31- 6'
2•z 3.1 0.050'
2- R-CRANMi3. V/ 3I 10/ ljl' IA• SIDI
70- 41- 6-
2'z 4•I 0.044• z 0. 12'
NOTCH SO OYER BEM 6 UPRIGHT. SEE
TABLE 3 FOR I/4 3IZZ Of 3C1S71S
TO- 5'- 6•
2'z 6'1 0.044- It 0.12-
MOTCS SEE OVER BEAR & UPRIGHT. 30
TABLE 3 FOR 1/i SIZE Of ICE=
NOTE' All loons and C0000-ER are Dared on .GrSl
CCU Of UOl+ft IOOdS due to wn0.e1GGIN:t:.
ALL IRrNRnATIDN AND DETAILS CONTAINED IM THIS ORA■ISG 15; THE
►ROPERTT Or to■NE■CL E. DERRLTT AND MT OUT RE RErNODUCED/CoPt
0R USED IN MT MANNER ■ITUDUT HIS ■NITTEN P►RMISSIU■. IRFDRHAT
12 NOT VALID RITMOUT Mr. SENNCIT'S SIGNATURE AND LAD3ED SEAL
• A MASTER rlL1 con BELONGING TO THE PERSON USING A COrT or THI
LEFT: WE NEOlWOME 0S
• p'GIAr1FJ11106aGt1B1
LAWRENCE E. BENNETT/��
CIVIL ENGINEER. 81 DEVELOPMENT CONSULTANT
P.O. Box 4368 South Doytono L FI. 32121-4368
Phone no.: (904) 253-9960 P�
SP
DRAWN '
LAW SHEET 3 of 3 SEAL