720 Triton Road VARIANCE 10.05.1992 (Nunn) II I
PLEASE TYPE OR rRINT IN INK
APPLICATION FEE $50.00
itb Alr
APPLICATION FOR VARIANCE -----
‘*.,i ti 1
RATE FILED: `D 7 7____ OCT 51992
` . Building and Zoning
TO REQUEST A VARIANCE FROM THE REGULATIONS INDICATED HEREIN, BECAUSE THERE
ARE: PRACTICAL DIFFICULTIES OR UNNECESSARY HARDSHIPS IN CARRYING OUT THE
STRICT LETTER OF THE CODE OR ORDINANCE THE UNDERSIGNED HEREBY APPLIES FOR
A VARIANCE AS FOLLOWS:
Name and addrless of applicant requesting variance: Note: If the applicant
, is Qther than all the owners of the property, written consent signed by all
the owners •f the property shall be attached:
ii, / /',#
anfi PHONE
/ Work: 02 - 7/ 1
As r , 6.... I, , Al
Home: V 7-- 3 9t
Vari1ance is sought from the provisions of the:
( )1 Zoning bode ( L ) Building Code ( Plumbing Code
( ) Electriclal Code
( i Mechanical Code ( ) Other
I
Location of building or structure:
On the1
(�JeSJ side of -77/:` 6F)4, Si-
nseorji
street
Street address and legal description of property: Note: Attach copy of
deed, and survey/ r plot diagram indicating proposed const uction.
7 5 77‘./t r--g AU. , / a / O
D id G /K/
/
K 0y
4// 2$ /7 Arg-/e/
1
Zoning Classifcation• /6',5//e.---,4-1,,4/
I
Section of Code f7om which variance is sought: _5eiyL. - `/�
Describe variance requested: /6/2°,//,/ e- i � e:e-2, 4 )
14--
i 1 44;kei ID1 , / I/4, t-7,4f-),, ,
4/(1 of ,-,7,7t„ / ,/' ,.7
S° /-s /'/haw 4"Sc m o5-' b rte- �s�in�-��?
The reason variance is being sought:
----k if/I /2/1(/ / Gi., S(), ,r?oekt) /e0, / (.' ile,, / -.-c eev' e- "-.4 ee../1
b
4,44je-5of i gi t yz- &r _0/(4 pis Qui D
G®
( Zä/ /a/6 �f/,,Ze ,5 ,5‘& i s a LrJ,•a w/&
BGG 94 ,a lee_ alif Af e
Supporting data which should be considered by the Board:
/45 Z'Ve(//>- 5 w-v/e e it 1,07. oiltd , a is a / 7.r,�v
o, r�
/ s / , • ..'✓i -i if,. ',j i, v, , ' i e/ -
0) . Pas �7 Y meg._5 ,e. ,S Q- -, Gr A,)4 /.•.mayc % /44-t. ,04 l
Are construction plans submitted with this application? P�-5
�J
J
4.- ,
1 _1 ,
Whit is the applicant's interest in this variance?
LJ `G iS C�GUi ez4,,AG i.D_ _'',4e b 1,4 P/4"/.5-Z-
-/
/ h Z.
, . / 4 e / _� =r ./ AO
�
op /e °-s, .sr, e w�T �ie^ Tyr o;,7,J A
r
IN FILING THIS APPLICATION FOR VARIANCE, THE UNDERSIGNED UNDERSTANDS I`
BECOMES A PART 0 ' THE OFFICIAL RECORDS OF THE COMMUNITY DEVELOPMENT BOARi
AND DOES HEREBY CERTIFY THAT ALL INFORMATION CONTAINED HEREIN IS TRUE TC
THE BEST OF HIS/IER KNOWLEDGE.
,,,:&
I.4
S .nature of pplicant/applicant's Si ature of o ner of the propert;
a, thorzed ant or attorney. If Application annot be processec
agent or attorney, include letter without owners signature.
from applicant to that effect.
a
A licnt: Do not fill-
PP, in beyond this point. However, be prepared tc
respondito the following items:
YES NO
1. Special conditions and circumstances exist which are
peculiar to the land, structure, or building involved
and which are not applicable to other lands, structures
or buildings in the same zoning district.
2. The special conditions and circumstances do not
result` from the actions of the applicant.
3. Ganting the variance requested will not confer on
the applicant any special privilege that is denied by
the co a to other lands, buildings or structures in the
same z ning district.
4. Li eral interpretation of the provisions of the code
would deprive the applicant of rights commonly enjoyed
by of er properties in the same zoning district and
would work unnecessary and undue hardship on the
applicant.
S. The variance is the minimum variance that will make
possible the reasonable use of the land, building or
structure.
6. The variance is in harmony with the general intent
and purpose of the code.
7. The variance will not constitute any change in the
districts shown on the zoning map. -__ ___
8. The variance will not impair an adequate supply of
light and air to adjacent property. ___ ___
9. + The variance will not materially increase the
congestion in public streets or increase the public
danger of fire and safety.
10. The variance will not materially diminish or impair
established property values within the surrounding area. ___ ___
11. The variance will not impair the health, safety,
morals and genera welfare. ___ ___
COMMUNITY DEVELOPMENT BOARD REPORT AND ACTIONS:
I
J' ,,V.....• 11
j
oesummihrowarimmuartd,..A.,..,......issom,...iik
NialliMMONNMNONIMOSIN1111011,.....40 . 40.0.101.00.04,g
, •
• MAP SHOWING SURVEY OF
LOT 2O .'P' OCK /4 AS SHOWN ON MAP OF
/ .24
. . DUVAL CO,,,FLA.
Ritaifitogro itlPLA? ipoots...&__PA61.4414e#2or PUSUC itacc•rtos OP'
.
, .
,
,.
...
‘e• • -• • : Go., 3,.• . 3, 010010 . .
:. ..• . . , .. ...
4,. •
. . .. .
,/.....
. . ,
• .
. . .
k.3\• .
. . .
. _ . ........
. . • • • ...•:. .• • . . -..„",..... . ..5 , . '..5 7 2 7:'A: .
•
,• :- .860. 411/45' ,/...,5.,:'-.'6'9' .
.....,
- .
., , . +,\I-•;;* •
, , N
...,
, • i
I . •
0 .
.
it 5 ' Z/ 5
' g - \
,
. • .3 •.%) ' rkt•
. . tti r -
/Sre>1 en4../c. ....:-r.:_e,
1 .
, . n- -
• , ....,"-e,Z./1) <•ONc: I s,',,, /0-5 /' / \
.4
I -r- .'"
i--....
Z o r /f- N. ,
.. •
.., . ,... N
, • -.) .
• r I
. ,
. .,.. :• r 1 . i . (
;!:.
.... . . .
' ..<
' . .. ' • •
'. • - i .. • .'.....V.4 • . PCO ..i. a.&reef)
•
, seriosa-r:
• ,
leremplip joy .. • . • au.,..47-,,uz,1_,
. . , ,,.., .. • •
1,7. .• •
60. a 5
..........7.._........_,
-.:.,.....: / ....s. ..e.5'37'27 6-
., . L-601-12)
c • . .
. • .
. . . •: _ _,.-/ ./.0 " e,i'sS/fr.', -/t/ ric-P.ey r 1.a
.
. . • • (--- ,C)/erwA4.9 414" /1 4/774 '-"c'
• i
i
- • •' -:•• -.....::-:w. , '1 . „ :. • .
.-••., - .,;..:,-.. . ...‘.$• .1!• •' .il.:,... i • . ., 1/44.4 •
i. 4 ', ' . • •,‘ '' - ' , ,. i,i 1)1 X?
•• •••..
• ft-sr •' ' , .5•-•
i ... .
ct. ;;.. ,, „ .), •••_ •
•
''..1 -, • 0 • ;:i ; • •
• ... ,
- • .
. , •. . . ,
, . .
. • I.' .
. .
- .
• , — _,.._....
•• - 3 .
I HEREBY CERTIFY..., TMAT TNII ACNE 4 c/.._7:- -WAS SURVEYED ST I LEGEND: ..
' IIRE AND THAT 7-Al - ,,d. --•1. 4.1/./'4.; _ ' ' II CONC141,11 mc,mumarvr
• LOCATED UPON SAME AS SHOWN AND TMAT YNR" ARC NO CNCROACHMENT0 UPON • IA4314 cwt01
HERCULES, INC. h 'se
loamy!)• -J(/4.4' /3c ..kg / # ,
i ," 4..) 0 4-orik4tA
/"Z: 20
SCALE: #
. .,"..1....4... :,?....k...Li&dal:"'" 'flli. ' . x crtoo. cur
RICO SURYtYOR FLA Rtc3 1300
•
arossampas.....,......,..simma.-..-.4,,,,,,,,,,.. , , ,
• .---
--.
\ , . . :
4
, ,. . ,
/ •2".2"x I/8"x 6"Lor;U channel"B"
Attaches boasting buldiny,with 4-3/8" •'
lugs al wood with 3-I/4 anchors Aluminum booms typ.
at concrete. •W^1 "W"_
J ••2"x2"x I/8"x6"Long U chmxl"B"attaches to Octal 2 Iyp _
eLamb Oeto,l 2 lyp.
Perimeter member pr
Screen typ. II"l61lr E'
• t�' c 71'- -. �-• ®■�aE Dae°t.� - d/ ---!- �+1 -Screen Ivo
!1) N � �"'3 fi" �' Ik1U11 2 1YP. N t�I` _ _— 'E_. —CUDICS ItC
L.I►a°) a ItIBIJk�v Ill ,� CablestYD �M A tlI dWtli C H T — ql: ves(r dila
lee
/r T �I see schedule. I- I-- — E s: - -_-- -' fi
..I; ,�:,011l":. :I Screen.ryD �' 'j ode
0 @ k
Existing ur IL m 1, 11, 11 I D: _ el _--_ I ��� _ SII �I• _
+lEe�>' uza_.s".0 2"a 2"chair rail t ,�R r-ore a.v x, is III DEN I a VWFM.,, w I '
. . - 411EiN a''M_r -;Of�iiifipxe #' —RFr 741 S 1 .. i V.'1 A - .s3` X14 . :.'.k#i DOWN BEAM CONNECTION TO WALL iwm6" ;-`F -'s. Grade t4 �� / --.. a �$' �'
I"x 2 Detail 3 typ. Detail 3 typ. Cables typ� Detail 3 tyy. l"z2 typ
2"x2"st/8"oh"long angles T . TYPICAL FLAT ROOF ELEVATION TYPICAL DOME ROOF ELEVATION TYPICAL MANSARD ROOF ELEVATION
Attach bfogla with 2-3/0 - N.T.S. N7.S. \ JN T.S.
lugs al*whack ea.side. Existing fascia (° „,,,,,,i,
�
A AlliSIIIIIMI
I Existing structure - I •
'4'� •c "Sj \„
�2/' A 11111.1111111111=116. , Aluminum beams �`�a�W• ' Aluminum beam typ Existing structure
oft ► - see table 1 �-• �t�y�= See Table 1 A
gutter i'IJ 2* 1� , ` Aluminum beams 1 ' ` / �I'` 1-
11 l See task I �
. ''I / Notch angle opt
3-571:1z
,'L I f l _` •
**400,-. ....,p
/**,,,,,,....,,,,
O:1'/ \IIl� t`3i'ld llllkm ..,,�r IG�� ® / A. . Perlme;er rrembc•
' -'�� � ' t ali Oround
I 1�;
must remora for angle strength. _.,;V - ..,..,,,‘,1-,61/11141- 4101"1101r,
1 �:.._
2'z 2"z 1/8".8"long angles"A"aHoch lo l' _ /�� 1"x2 tyD p /,th1.1 16 ' '
2"z 6"Earth with 4-n..10 sms a each ogle Screen t P444 ' Screen typ
•
each side. -
:,::!,$1,,01,1
� .o s i Y ,�"".4%
See table 1 sights `��",� nlummum Colum
DOWN BEAM CONNECTION ENLARGED Aluminum columns typ. NO =l• Cables typ. / � .A Cables ed `� typ. See hgI tcble
see schedule Conc.slab and See schedule
ta e 2 I"x2" ?yr,2"x d SMB Sie`Toble 1 - ° fe
T Seeetask 2
a.
.a. P.
r" TYPICAL FLAT ROOF ISOMETRIC TYPICAL DOME ROOF ISOMETRIC TYPICAL MANSARD ROOF ISOMETRIC
NTS. l'-
N.T.S. N.T S.
ii
NOTE'2 �Upright must be notched
2"x2"patio or snap • x2 roofpurlins. 1"x2"ext fastened to 2".2"with
fastened to beam w/2
/ ' N°10 x 1 1/2"SMS at 24"o.c
2"x d SMB See Table 3 Self mating beam N.1011-1/2" _
'// 2"x 6"SMB min. See Table I
�''/' S lid crews HOS denote °r s ex 2"platin attoch to booms
"A".Super Gutter t SMB d uf�n •� g k with 2 n".10 x I I/2 sms.
•
�® 2 x 3 uprght screw pattern o - n
n screw HOS denote '�} 3/4"inn.pact g
"B"=OverMng dimension Scr 4"{gttern and larger ° ° NOTES "W Screen panel spacing
•A• •B. screw 2"x4"SMB °° Cut for overtop ® " ® Cut far Overlap
2"x2"purlins attached < 2"xS"SMB o connection ® 0 connection "L"=Maximum beam span without knee brace
/ to beglru w/2 0.10x - � I"x�"o b or snap fastened 2"x6" SMB o a o 0 " I® ® add length of knee brace to span from spun
I I/2 sms. Marini tat:2"w/N°IOxI-1/2" tables.
. ...nip
SMS at 24"o.c.or cool. eta" SMB o 0 0 2'xsn�\\® ®I O 9 ,0' 3/4"mm-spacing
- - - - I G 8 0 0 0 1 "H Maximum upright heights
s°a0 sections. 2x8" SM ■
. IN'. '.' • ci u o..: 2"x 9" SMB o 0 0 0 @ xJ' ® -
1 I"x 2"ob.faste d to SMB ® ® "SW S de walls can oe framed
o w/2 N°10 I-1/2"SMS. ® �' O @ Cut for plate connection mod pout top beam orad con be
m m m 1plote aside boom) smallest extrusions allowed m soon
2"SMB ex SMB Post See Tab.2 {Xi,N N NOTE- Screw pattern for tables (mm 2°x 2"x 0.04")
%K % the connection using
•
NOTE= Screw potterre are for general location arad apacirg and See Table 3 for Amber notched sms will vary from
min.upright required to achieve moment connection. The N N i3I of screws per connect the shown same.n.and
2 1-Chanel N.10 x 3/4"SMS 3/4"0.o. center column of screws should be deleted when N°of spacing apples
passible screws regiredard every other scr.pt for fierier cid —4______ 9 L n — 0 0 2 3 C
U
BEAM TO UPRIGHT CONNECTION DETAIL N°I BEAM TO UPRIGHT CONNECTION DETAIL N°2 TYPICAL SIDE PLATE CONNECTION DETAIL N° 3
AI.I. INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE
. PROPERTY OF LAWRENCE E. SENNETT AND MAY NOT BE REHNODUCED/COPIED,
OR USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION
2"x2"AND 2°x3"KNEE BRACE CONNECTION DETAIL • IS NO, VALID WIT'OUTEMr. SENNE:TTTs sicRS°NRUSIND EMN0VEDOSET111ON
NOTES FOR RIGID CONNECTION OF DETAIL N° I,2,3A
•
I. 2"x3"Upright must be notched to reach top of beam to achieve rigid correction.
•
2 N.of screws crust be as shown spacing 3/4"x 3/4"min.spacing and pattern may vary.
2 TAD11 h: MINIMUM SItEs FOR POo4 ENCLOSURE ens:BEACE9 3 See Table 3.for N°of strews and minimum size of upright/beam connection. L A W R E N C E E. B E NJ Ni E T T
AMD AMCHORINO R¢�'U AWMI MUM 6063 776 ALLOY
EOACE L. 005550$IOU ANCHOR 0Ts1RM 4. Hex head self lapping screws are an acceptable substitute.f°r S M S /
•
_a" r: T-:0.030• r x-c11ANNEL r/3-4 10/ 1/2' EACH BIDE CIVIL ENGINEER a DEVELOPMENT CONSULTANT
r
To 3•-6" 2's ]•x 0.030• 1•H-CHANN!L R/3-4 10/ 1/2"EACH EIDE PO. Box 4368 South Daytona, FL 32121-4368 ,/
7O A•_6" 2.,4.. 0.030- NOTCH SNB OVER EEAH a UPRIGHT SEE Phone no., (904) 253-9960 '
TABLE 3 FOR e/6 EfII OP SCREWS
TO a'-6" 2's 6'. 0.030• noise Al ABOVE COTE SP
DRAWN JUL 131992
. y I SHEET OF 2 SEAL
LwB
1
Fasten 5 erGalter to fascia Attach the obov L's to fascia ihr h _
with V4'i//2"log w/Wosfter SG.w/2 3/8'g logs ea.L min.2''bile. T-6LF[-L`M8111NUI�SPPMS_-E J'"-.5G9E�N110UF MEN9ER5_.Al UM1NUN_E063.T_6 ALLOTA TABLE 3: ALUMINUM 604]r,FALLOY4NP.CTING hems/2 11rgiErm
NE2"x2"XI/6" • USING SCREEN PANEL WIDTH -W- FROM DRAWING SELECT SPAN -L- 5110WN ON DRAWING SEAM 912E MIN. UPRIGHT 5I2E MIN. • SIZE OF SCREWS REO'D•
• V2"PVC SCH40 t orale clip each Attach ea.angle to S.G.hp w/3 N•8 2'x J" z"I 3" 4 10 11/2" DOODLE SHEAR
FIRRELL(T�I�., side of 2 with 1/2'SMS. MAXIMUM SPAN 'L' ]"x A" 2'x 3- s la : 1/x-'aaU LW SHEAR
FASCIA and 2"X2 Wilh 2"S.M.B. WID1H -M- = Z'._. 4_ 5_.._._.6_._ 7• B' ... 9 2"I 3" ]"I`_ 6 10 x I/2- DOUBLE SIIEAR
4 N.8 SMS eo. Add I"x2"angle to Ming guler plumb. E& S.14N$ 2"X 0- 2^I 6 12 z I/2" DOUBLE SHEAR
A . . . . leg ea.side. 1X 2rt .040' !'-{- ]"I 7" 2"I 4" 12 12 X 1/]" DOUBLE SHEAR
]^I 6'• ]"I• 1A IZ x 1/1" DOUBLE SIIEAR
�� 2'x -x 0.040- .12'- 6- 10'-IO' 6'- e- e'-I1" B'- 2- 6'- 2' i'- 9- - ]"I 9" 3"I 5" 10 Il I 1/2- DOUBLE SHEAR
• Option to above 5' •
3/8"x8"Log with washer Onglel,USe 4 N" ® 0 0.060• ' 6- !- IO'- ' '- - 9'- 0- e'- 5' ,'-11" • REFERS TO BOTH SIDES OF THE CXNNEC ION OF THE REAM 6 UPRIGHT
at each beam and oneat 10x I SMS at \ O® Truss tail
• each mid span. internal screw
bosses 4 ea. 2"x barge.
"x2"cant.along Super Gutter with 1,1/4" side 8 total. -...._.__ . ,'` 2-x 3'x 0.oso- 1e'-11- 14'- s' 13•- 3- 1z'- z- 11'- 3" 1a•- 1' la'- o-
x 1-1/2'thru bolts 2 o.c.into$uperGuner. sE4F_NALIN9_6AtIS
Use I N.10x 3" \ 5" �'
N SMS at 24" Super Gutter ` z-x {-x 0.120- 21'- {- 23'-10' 21'- 4- 19'- 1' 18'- 2- Il'-O- 16'- 0-
2"angle clips with o.c.balance of - 2'x 5-x 0.154-
i/8.'12"x
1/4"thru bolts each sided beam. 2"x2"tos.g. SLAB DETAILS ADuRc��u�G EROSIONcone`tion. Super Goner la bg onocnfd Tx s-x 0.135'
first w/1-3/8'x8 w/I/2 Doc 3/4"x fascia. 2'x 7-x 0.130'
Locate closer clips ferrel inside 2"x2".
wherg desired use N"8 2-x 9-x 0.224- 46'-0' 43'- 3 J9 - 9- 3fi'- 1 ]5'- 4- 3l- 6' 2' Min
SMB CONNECTION TO SUPERGUTTER x1/2 SMS dI-1/2"ac.Ca.sd.
ALTERNATIVE SUPER GUTTER TO FASCIA 2'x 9-x 0.224- 51'-10' 46'- 9- 42'-11- 39'-11- 31'- 6- 35'- 5' i--
1/S"XI"x Super Gutter"W"Luse 2L's/beam set ond I"x4-3/4"x 3Igo 2-x 9-x 0.310' se'- z' 52'- 4' 4e-o' a4•- 1- 41•-Io- No'- I' Before
2"x 2" 2"z 3"or 2"x SMB Posf. IL per mid span of SuperGutter beams roe below. I/8'INS Luse 2 Ls/SNAP EITRUSIONs Slope -_
'�� beam setend IL/ 2-x 2'x 0.044' 14'-0- 12'- 3- 1D•-ne
' 10•-0- 9'- 2- e•- - e'- 2- 3-1/2
"µ1" l� Hrid.spied bn.sl.
2'x 3-O 0.045" 16'- 1' 14'- 5' 13'-2' I2'- J' 11'- 5- 10'-10- _--1. 9-.-.,x-......._
000 el I/8"angle each side ie attach to post and Locate closer
con,-rete In accordance with schedule. A clips where 1" S°' Truss tail Yx 4-x 0.045- 20'-O' 1e'- 1- I6'-6- 15'-3- N'-4� 17'- 6-
NOTE'Na foot remised except round desired use ® z'%e-x'W"-
..____!.
.oel- 32'-1D- z9'- 6' n•-a- z5•- 1- z3•- e- zz•- T'
../ ng q p 9 N°13x1/2" 2"xSMB 'I. A'1 =t 2"x barge FLAT SLOPE/NO FOOTING
• ward structure as Shown adj. SMS dI'I/2" ' N.8/1/2" 2'x a-x 0.018- 37'-9' 34'- 0 31'-2' 29'-0 21'-2- 25'- e" Q-2"/12"
o.c.ea.side ---- SMS ,
3/4"fascia
11111•1111111' MIIMIMINIIIIM ra 2"ab.
JI ____s SuperGuner
TABLE 2: MAXIMUM HEIGHTS FOR Pg4LS.1.EEN WA,j1EM8ER5 A4UN3 HUM 6063_T-6 ALLOYS ..f...1-!..,•,,,I.USING SCREEN PANEL WIDTH -W-FROM DRAWING SELECT SPAN -H- SHOWN ON GRADING 1
81
2"x 2"x 1/8"L clip each side of SMB Attach I"x4-3/4"x 3"long x 1/8"thk. MAXIMUM SPAN -N-
2500 ppssi cuss.(mn.)with with 4-N.8x 1/2'each side. L ltrough S.G.orlgle(if needed and into 610TH -W' = 0' {' S' Q' 1' B_ _9'
• 6x6-IOx10 welded wan fascia w/2 3/8 I (rrin 2°bite)see Icg, -- - -- �8 I n•.3.Bar cont
detoll.SG.to be on.fist w/1-3/8'tog 24 cc EITMUSION5
POST TO CONCRETE DETAIL SELF MATING BEAM CONNECTION TO SUPERGUTTER
MODERATE SLOPE FOOTING
2"/12" - I''10'
2-x 2-x 0.050- 10'- 2- 6'-10' 7'-/0' 1'-2' 6'- 8- 6'- 2' S•-tO-
•
2-x 3-x 0.050- 12'-10- II'- I- 9'-11- 9'- 1- 6'- 5- 7•-10' 7'-5-
NOTE'Fiber mesh ccnc does not
•
,• _ S2ELx F 4MA%T0NGA0'- require wire mesh
- - - 2-x 5-%0.15{- 20'-10- 18.-10- 17'-6' 16'-4' 14'-5- 13'- 9-
\ \.'
2'x 6-x 0.135- 24'- 0- 22'- 1- 20'-2- 16'- 5- 17'-5- 16'- 5-
4 Q.Q13"wall 5" 2'z 7-x 0.130' 27'- 1- 20'' J- 22'- 1' 20'- 6- 19'- 2- IH'- t- 12 I 4
2-x 6'x 0.221- 36'-6' 3T'- 1' 30'-0' 27'- 9' 25'-11- 24'- 5- .,..eu'� _... 44,Y1�05} ,r77,
�_� W=Wj ���rT� 6 1n=.4•B0r cont
2-x 9-x 0.224- 39'-10- 35•- 7- 32'-6- 3a'-11- 26'-2- 26'- 6-
1 I 1 ._,L.
STEEP SLOPE FOOTING
F Spacing/2 Spacing/2 Spacing/2 I Spacing/2 L I SNAP EXTRUPI11RS 1''IQ'
.!_' ....1 r 5"
I Bean set spacing Deem set spacing z'x 3-x 0.045-
-i_ T_ __-y_-_. 5"SUPER GUTTER 2-x 4-x 0.045'
- ANGLE LOCATION FOR 5" SUPER GUTTER REINFORCEMENT 2-s Vs 0.064'
2-x 7'x 0.078- 2e'- e' 25'- 9' 23'- 5- 21•-6- 20'-3' /9'- 1-
Pan roof attached witj1 N.1Ox 1/2"SMS at 6"o.c. NOTE All spans and capacities ore based on worst
/composite panel 1/4 S.S.x panel thickness•1/2" case of uplift loads due to vend veIGGOes.
with washer and neoprene gasket 24"a.c.pan. A
45•' J
• Additional cable bracing
`• required when screen panel
Screen roof beorn and beam. exceeds 300 Sq(1 additional ALL INFORMATION AND UF.Ta1LS crrTAINEU ON THIS rIHANING IS THE
[cable/additional 3005q rt PROPERtI OF LANNENr F. E. IIENNF.IT AND NAY NOT HE REPRODUCED/COPIED.
ON USED IN ANY MANNER WITII1UT 1115 WRITI'EI. I•ENMISSIUN. INFINMA7 ION
2"x 2"support purlins. . • IS NUT VALID WI INOUT Hr. NENNETT'S SIGNATURE ANO 7'nnlsp0 SEAL ON
A MASTER FILE CDPY ItFIIwGING TO THE PERSON USING A CD. or 1,11s.
` Illillirammi 2"x2"with I"z2" I.
a. INIL., rmeter member
/
Hyp all)
TYPICAL CABLE CONNECTION AT SLAB I/4"tnrabou and 1 W LAWRENCE E. B E N N E T T
I/2"PVC FERRELL ��I E IF of 24°o.c.super gutter. /2%2"orsmb. wrlesIvaries J
We-2"17"x0135" I. I / CIVIL ENGINEER 8 DEVELOPMENT CONSULTANT
smb cut en 45•angle. ' N.10 sms
IAl 1 /14. / 1117:'
worms
caner cotyle Pty ROx 4368 South DaytonaI FI 32121-4368
tension. . " PAII
re,nfo ed per
2"x2" entorcememwles Phone no (904) 253-9960
1750b stainless steel cable. 11 - - 2"x2"with l'•, •" SP •
i.`1'� "( (-,r.-„?
at corner end walls J`.f ,JL 3 /007.
2"x2"choir full DRAWN I 2 2
TYPICAL CABLE CONNECTION AT CORNER FRONT WALL, 0OMF ROOF, SCREEN ENCLO SURI. I .V19 SHEET O F SEAL
CITY OF N° 6 7 3 2
ATLANTIC BEACH
FLORIDA
/0 J 19 -;
NAME 77/at&
ADDRESS 72 U cl,,�.,L L�CGY'LC.t�
CITY t c"6,120-CA 32i33
50
VALID TIDd BATE: 10/05!92
TII : 021 PM
$50.00
TOTAL $50.00
ED
When Signed, Dated and Numbered, This Becomes an Official Receipt Ir' NuRER: 067258
MAKE CHECKS PAYABLE TO Received Payment
CITY OF ATLANTIC BEACH, FLORIDA TREASURER