HomeMy WebLinkAboutMr & MRS Moorehouse - 43640ST. LUCIE COUNTY PERMIT APPLICATION
PERMIT NO. W6! 0 ( CODE #
APPLICATION FOR PERMIT TO CONSTRUCT ao SG
JOB LOCATION/ADDRESS:
SEWAGE PERMIT NO
ftfr7,443
a �a Xsa C Ai�?o�i'
ram'?
LEGAL DESCRIPTION REQUIRED ,
- Yes No —
ROAD IMPACT: DISTRICT
ZONE FEE
Date Rm" jr,, 8
S/D�y���Q�-� MAP # FLOOD ZONE ELEV
LOT.$ BLOCK LaCN UNIT — 77 SEC
PROPERTY TAX ID #
r
RGE
ZONE GMPP
LOT SIZE/DIMENSIONS ��• 10 %� O' E T COST'
SET BACKS: FRONT REAR SIDESIDEeT-1y1'p
SQ FT BUILDING: LIVING AREA
ARCHITECT: NAME
CONTRACTOR:
OWNER OF
PROPERTY:
ACCESSORY SC—R-SW Z4osa CAZRATT 1
ADDRESS CITY
STATE REG/CERT #
PHONE
ST ZIP /
COUNTY CERT #_Z-3 3 V
NAME ADDRESS 1IDZi' S�ff 'TUn� VA!-
CITY ~V �-- STATE Q• ZIP S 3' PHONEV72-9bll
NAME
E
ADDRESS X20 '�QA--'�`nQ% O PHONE I[
CITY�5 `--- STATE I A• ZIP
STATE OF FLORIDA, COUNTY OF ST. LUCIE
Before me, the undersigned authority, personally appeared AICHAEL J1�aRr/���if. , who upon
being duly sworn, deposes and says that the information contained in he fo going a plicatio is true and correct.
•
' Applicant
Sworn to and subscribed before .me this day of N�
Notary Public, State of Florida at Large ,
140tary Pu::ii" �t� � of Florida
My Commission exRj�yetorf;st""�� July 9, 19>iS
CC�� ° so.
Imo_ a,gded 1h14 Jl» fp.n _�� ._•
SCHOOL IMPACT FEES
Required ❑ Yes ❑ No
Amt. Pd
Date Pd Posted
-- TYPICAL AM V"
G+BIC CWO NAT BC PAWELLED OR
SCREENED IY tOON alit AS
I
i
�l
OPEN PALa oR CARPoM1I
Dt
MAT ALSO K. ENCLOSED
TYIXIEALELZVjjj0N VIEW
ATTACHED A -FRAME COMBINATION PATIO -CABANA OR CARPORT
BD➢r PANELS PER -
SPAR TABLE
1•a2• RICE IKING DBl w a110 HER MCA.
[WANMEL Ai 101 OF SCMCYs CREM SIDE TTP
2_•XY P.STS l
EIIERIOP PINISM 10 BE
t
I' ALUM- LAP sl 01 NL
O.C. To1C IRSaI A!f0N
2•t2' .BAD P0515 2A•
BOARD SCEUR(Lt SCREWED
B.C. FDA PERIMETER WALL I
TO IN( t.2' POST
i
1 •R2• R[CC 3NIh.
AI B01T^_M
(•1]• DPTLC ANCMORs
.1 1-EL
Of •t2' POSTS
GRADE
TYPICAL SECTION
TYPICAL UTILITY ROOM
•PARELS-ATTACNED IO'CxAt2tTL-
Y/2-IB A V SRS. EA. ►AREL
EA. Lao
STEPS
EXISTING MOBILE MORE
ORIGINAL Roar O
DD 2• .2• WOOD (PRESSURE TREATED)
W/B10 i )• SCREWS 24• D.C. O
l�ADD • — POLTSIIRENE PANELS PITSIIIO.ED FLAT
100 0.2t' (G.A.) .... ALUMENUR (Yxt lC)
! IM .• • (WIDTH Dr Roar . CLEAIC) WAOLLED SEARS j- )
RC NO OVER EDGES AND FASTEN PER DETAIL` 1
J O
ADO hCW YCNi 1L.IIM1 OV Ca vE.T
Milo
ROTES
1. SINCE 40 NEW STRUCTURE IS IDDED-COVCRINC AND
AItACxMCNTS AR[ SURF
ACE APPLICAII0N ONLY_
NO SI.UCTURAL CALCULA 110NS ARE SUBMITTED.
2. CAULK AND SEAL AS REO'0. ID PREVENT AIR INFLATION
DUE TO A RICH MIND VEL CCITT Or 120 MPx2APPRDr.
9 PSI.
AULR d SE+Ll"LI[ONE SEALANT OR EQUIVALENT
SUCH AS D,.Ca 20-To
NCR "1' RAIL 1111EN W"To XII•
SCREWS 1. O-C. ALL AROUND
EXISTING •2• RAIL
MOBILE HOME - INSULATED DOUBLE ROOF
APB It v SINS into CA. Y- fall" DEAN,
CLEATED RISER R PANEL
c.os1ldl*.5'D
k•B p-0:
Dus B
_ d P.
BOTTOM [MANREL ANCMpRCD ID SLABS #AYEL -DOE I"._
DOUBLE BE[[1VING CNARRCL
0.12• A 1-7/R•'R15CR CLIP CONRECiOA Y�2 BIOX1• SAS
•RRELs. CLEATS INSIDE IA. FALL BY IA. ST. or [a.N.
EXTRUDED ALUM.
MEADEW FA.SIDC OF
TOP A BOTTOM PAN 2•ai• S.R. RIDGE )• A 7• Pas)
RAR
TYPICAL pETA1--__L
WALL DETAIL
TYPICAL UTILITY ROOM I RIDGE BEAM
2P10a1 a•SRS. e1iD
(hr) 1 1.9 D.Reh.r
..... ........
A10GE BEAR
COMPBS"E-
I• LThruhAlt
2•t2•il/B Aluwn
L CllDa BDth Sid.
.I Be..
END yECT
C,�l—l` Nl•O�
RIDGE BEAM
m- I
�JUKTER, FLORIDA j,'
L(305)747-723a '
y"BIB�B it. 4BB♦1
P-.9.M Lei
af• S
G
�• Q
z LJL
U.I
Q
J
ca
z 1�M-
(� L.L.
U d
0
��Ft..C..0
CNl-
3-4`�L-85
ECN
ICd
91
.FIVE r
M 5 SNlL'S
R00 PAN (ALL07 )J0• N-IL)
PAN TNIC3'1(Ss
5.
ML. SP4. 0 WI.D
1-3/4' P" Y.037 CIE-1
Kl gfi:rs
10o r971
SNM
Ir. 2PH
:Y
i 12-
CLEAT AL IF—'IKS FIN 1-3/•• PAN
�i-
T - BAR _LT- = -050
•Oli
31'
ITT.15/0•
1 I
UTR QD T v
T
"�
I
nw
.03:
n•
ND"'
A _
PANS let 0!41 1.13 OF SHILL SPAN. YAMS NA, l0 I•[RRR4D
a rat CAW 12. O' OVE !P /0 3-- . CONSULT AN ENGIN[iA
FDA GREATER OKMLOL.
CLEATED ROOF PANS
2'.1• PAT ]a
BEAR
ALL07 . 6063-15
A r '65 In•
YI a .FRIA I.
R. = 1351
56 a .n3
5• a .S) .N)
SPACING
SCREEN ROOr
71 P[■ S.F.
SCREEN WALL
lot PER S.F.
"'TO ...I
11/ PER S.F.
50LIO P00!
30I PER 5.1
A'
1•'-3'
11'-I1'
)'-6•
6'-Il'
1..
32'-9'
10'-B'
6'-9•
6•-2•
)•
To•-9•
9•-1•
e'
10'-1'
B'-5•
5'-a•
-!C'
9.
i
1
!I' 2" X 3" PATIO BEAM
PDAT PAN (ALLOY 3003 H-16) Br: Tn:. 55
Sr
MAX. SPA4S a WIND
VELOCITIES SM(INN
100 rPR 110 .,`N 120 1W
A4
3 INTERIOEAING PANEL
.024
,n3
13'-4•'
.OI2
60Bln3
15'4'
12"
2^ INTERLOCKING PANEL
I2"
.OII
.346.n3
Pen, WRY overhang 113 of Ai.ple ,pan. Span. Ma. be incre,Aed
22 for ..h 12^ Pr ovrrh,nI up ro 7'-0'. [RnaWlr n [n9.nrrr
for gre,ter overhang.
INTERLOCKING ROOF PANS
0'.2' PATIO BEAR
— —
1".2" Open B.cW
ALL Or 6D13-15 '
Alloy 6D63-T5
A 0.233 in•
�.OaL
I
A o.•I2 ,n•
—
WE: 0.i.0//L•F.
Yi • O.a94//L•C•
7 0.1425.na
_
S.• 0.1425♦n3
S. . 0.2133.n3
W1
1" X 2" OPEN BACK
2- SELF -MATING BEAR
2'+♦• sr lF I ... ..0 .LLON 606)-T6
•IIRy 606)• 6
Yell .DSO
l l.n9r .Iz.
I r B.•6 .n°
y.0.950 . 1 5• a z.e2 f.3
12.A5 ,n°
' OS
SOLID YAII $OI ID ROD!
751 PfR S.F. l01 v[P S.C.
1 )'_)• li'-0' ,^ 2.00• SPACING { 5PAN TABLE
S..cl.c
[RCCN WAIL
10/ PER S.C.
SC RCCN
J/ PCP S.F.
1•
•
21'-e•
IB'-1'
11'-s'
]0'-5'
2" X 4" SELF MATING BEAM
SPACING
SCREEN Roar
71 PCR S.F.
SCREEN WALL
To It. S.F.
SOLID WALL
251 PERS.F.
SOLID R00!
3.1 PCR S.C.
1•
37•.20•
31'-e'
20.-0•
A'
32•-9•
27•-5'
37'-4•
IS'-]0'
6'
26'-9•
22'-)'
1•'-S•
li'-11' •
T'
2A•-9•
70'-e•
13'-1'
12'-0'
e'
2)'-z•
I9'-s•
!z'-)'
II'-2'
To-
2" X 6" SELF MATING BEAM
SPACING
SCPCCN ROD
T1 PER S.E.
FIN WILL
101s[RPEP S.r•
SOLID WACI
251 PER S.F.
SOLID ROD"
301 PER S.E10,
1•
ID 5'
a e'
5'-6'
)._0.
-9
6•-0•
s•-D•
3•-z•
z•-u-
to-
5'-B•
••-9•
2" X 2" Patio Beam
1
'I,P �D�M1�1E� WT�V6P�
1_-+- .
IJUPITER! FLORIDA
aee. If. Reee
De t•e
t -
' 2•.7- SELF-NATING BEAR
ALLOT 1015-7.
' A . 1.787 .n•
e
..� WI r z.l•I/l .r.
SPACING
SCRCCR RO Dr
)/ PERS.C.
SCRCER WALL
Iof PER
SOI ID WALL
250 PER S.F.
SOLID ROOF
301 PE S.F.
3•
AV—
•1-A•
26'-2•
23 -!0'
A.
.2'-9•
35•-9•
22'-e'
ID'-P•
5•
39'.3•
12•-O•
tD'-)•
le'-5•
6'
35'-0•
z9'-2•
IB'-5-
l6'-ID•
7'
37._..
27._0'
17._1.
15._7.
1•
30•-3'
751-3•
16-0•
14'-7•
9•
2e1-61
23'-10'
IS'-0'
1)'-9-
10.
27--D•
22'-B'
1•'<'
13'-0'
2" X 7" SELF MATING BEAM
i�
0�
tyPTEAL. post co..1CIIONS
1-A.3' L.nq Lrq Bolt• -
k-0.2- Lonq L.9 eat
2 Pee Port -
Alv.. CA+tlnq - /.' 'U C..... I W/
lnrrr! '-- 1• Ley
l
k• R to ru'Bolt
SNS eetn side. 1
ALUMINUM POST I I
I
I I
I
ALUM. CAST SASE I ilu.. Angle
�
'HIM. 2-f10 S.M.S. den .nql•
INTO CASTING iota Por!
• bronry
Ancnor
• - - z rand ro.t
k• .rronry
Anenor
z rend Poa
NO T[1 Angle. My Nrv. 1
leg lnradr Iaet.
SCREEN ROOM
.. .(undfF wood RDgO
USE 40. a STITCH
SCREWS
2•.....0..
IS FASIEMCD TO
TOP &,BOTTOM
• 42-O.C. (tyP)
SCAM Y/•-1(0.1{'
s...S-
i + + + } r } 7
t + +
t
/ B[AN
T +
`FAH
+ t
GOSSCT SOT" SIDES DI RCA. 111"
6'•le•..06o ALUMINUM PL AIt Fq: YENEO
YITM 16-)/16'K POPRIVCiS OR 16-NO.e
S.M. SCREWS PER GUSSET.
�. 060L-ENCLOSURE
- 0�" C. (C'uvvrtTDn T P,mi,)
-- -- - TYPICAL POST CONNECTIONS
- - - --
V lf.Z• L.n9 L19 e11te
A.o.l
J
.I.lv..
Pl.t.
boat• ses
Err Anglr
Into Tart
At... Aryl.
1
i
I
I
• I
. .lu.. Angl.
}• ..r.nry
2-/10.1• sws
CPnerar - .
[11h Awgle
r .
Into P..t -
NDr[t -
Angl7
wry we+e 1
L.9 IL11. F..t
SCREEN ROOM
(uldfr wand RaA
2-.3• FASTENED TO POST Y/3-/10+1}•
S.R.s.
1•NI' fAs rCNCD ID SUN Y/2-tlOr1 k•s.R.S.
AND iO i'.I• Y/f10t1k• S.M.S. • 3.• C.
STITCH Tor • BOTTD. OF BE
Y IRS.M. • .Z'O.C.
R A I N CUs SET OR N S[AM
B [ • M '} CONNECTION. VSC
.-.30 S.M.S.
BOTH
"OTC" POST To :IDES CAC.
RECEIVE BEAR C0.4ECTION
2-.1• POSL S[RCCNINC
2/-I
I••2• HTE[oID
O.B. SCN. 10 lsr
Y/2-/10.1}•
S.A.S. 1• .2.0.8. fASTCNCD TO 2•rZ
W//lo.lk•S.R.S. 1124-O.C.
STITCH TOP 6 BOTTOM OF BEAR
Y/IRS-R.S- .2.0.C.
B C A w. +
1 CUT BEA. 10 RECEIVE
1 POST A.O.B. SECT ON
1'.2-1/B•+3'.MIN..• 2..3. POST
U CM ANNEL OM N
S CCTIUN f. S T CNCD
rU POST A w. ew.
Y/.-Ilp S...S. �JCREEMINC
' EACH SIDE 6 to
POST, ,
POOLENCLOSURE`
(pwrl. If.. hpTFoli)
(
r
�
TOP VIEW
SUPPORT
COLUMN/BEAR SPACING
E SEE TABLE S-1 FACE 6 1NI5
SECTION I01 BEAM SIZING
Coruna CARTES TASTEIRRD
PER ALUNIM01 COB[ i 5
SRC2IOR 2803.8
'ILI
M
FAA
SIDE Elm JUEVATIOII
POOL ENCLOSURE
(Typical/
1•.2• DPCM BACK FASTENED TO POST
W/x-ao.1y• s.M.s.
I •+I. OrLN RAC[ FASTENED TO
Y /I10+1}• S.N.S. RN• D.C.
2•+2• FASTENED TO BEAR 10/2-110.1k' S.R.S.
STITCH TOP A MOTION OF BEAR F
woe s.R.s. a .z• D.C.
RAIN t
BEAR A. + GUSSET OM H
:1 BEAM CONN. USE
.-f10 S.R.S.
10
IN
NOTCH BEAR TO SIDES EACH CONNECTION
RECEIVE POST
SC RCENING
2 .3 POST
LIBL1 RO Of
1•r2• FASTENED TO POSE Y/I-/10.1{• S.R.S.
1'.Z• O.B.TaSICNCD 10 Z'.I' Y/1 IOrl{' S.M.S.
R 2.• O.C.
Z'rZ' FASTENED TO BC AR Y/3-f10.1}•
still. FOP & BOf10w Or BEAN
Y/Ie S.MS. • .2' O.C.
!+
eE AR I+ I J
.OICN BEAM TO
R C[EIYC POST
scOECNIMG
2'.I• Fos? -+
POOL ENCLOSURE-
(Ast to Sw w Trpirolr)
-- 2.23. FOST-
2•.3'+.091• ANGLES ON
- ---SCR[CMIMC_
1•.2' O.B.FASTENED TO
ALL POSTS UNDER BEARS,
CON[ACTC Y/k• ANCHOR
BOLTS R x.• O.C.
„_ .,
1}•[ ANCHOR BOLT EACH
r �_• -
IMCLE .
S
[-.z-D.B. uc IRTER m
.E+A.tlnq f..r.. Y/ -.2'r 24- O.C. -
MATTER
TORT POSTS U CHANNEL Y/Ik• FLANGE INSERT IN SC1. CONNECT U CHANNEL TO MATTER
11RN 2.O- ENO. CONNECT 10 SEAS Y/.-NU .. k' S_N.S. Y/Zk• LAGS
BOTH SIDES
I'm RMi
)R 26•o.C.
POOL ENCLOSURE
(C"Bectim Tm ab)
FA';
AAryDyyMt�.E�� A.Ti�m,6p�
-N��tpANgN7Gi t m f
■ _
1UPrMR, FLORMA
(305)747-7754
as**,
G
MAXIMUM CLEAR SPAM ran SCREENED .Oer .CARS • VARIOUS SPACING - J
It
BEAN SIZE
2•+•'S... BEAM
21'a'
19.-
la-f-
17--
IT'-0•
16' -
15'-IT
15--1•
S 1.25
BOAR
Y/ INSERT
25'-5•
Z2'-9•
il'-9•
ZO'-9•
20-.0•
l9'.]•
15--c
IM'-M -
SI.I.765
2•.6S.N. BEM
32'-9•
P'J•
ZB'4•
26'-9-
25-_T
Z.'-9•
2.--0-
Z)'-Z•
ir.2.BI
Z•rJ-S.N. BCM
62'-w
I ]B'-J'
M'-]-
35.-0
33.2-
32'-A•
31'-0•
1.1.
2'+7S.R. I'm
49'-Z'
w G'
42'-0'
Qt-T
30'-0•
1'-2.
36'�
3••-9.
.IN3M1
I
5..6.15
3'.6. 1 OEM
z5'-10-
25'-0•
26'-1
23'-7•
23'-0•
2Z'-S•
21'41•
21'4Y
WSW
St-2. W
3•.7• I BEM
34•-IO•
31--1-
29--lo•
219'1•
27'-5•
26•-4•
I5'-5-
21'-11-
Y/stAP
A-3.19
IT
47.9-1 BEM
42--1D•
1.1.
1.
351-0'
33'-9-
- 32'-5•
)1 •_]•
Ill•-•'
WsHAP
Sb ..3
NOTE. THIS TAR( IS BASED 041
WINOLC- OF 120 A.I.N. I LIVCIOAO . r LBSISO. IT. I SCREEN NCSH I. . 1.
SCREEN ROOF -BEAM - SPAKUBLE S•1
W
J U
a
J
I-
O
Z
cc
U a
e
i 2 - N A ROD CONT..
L•.L• 10/10 NCLOED NINE MESH
11= II ItlAI III II lu
IIIIL�IUI _III ' i � NTH. -11 _ ,
UNDISTURBED SOLE ON CORPACI CD TO Y02 VAPOR BARRIE$ -
OPTIMUN DERslrt ►ILL
• B ON GRADE
t
A(NwiIORA I,— Gloss Ru— /Eris Cowry ad
' 2
TOTAL LENGTH WASTES
EDGE
NFI QQ
EDGE BE sPA
_—
.w
NA G
--
v
SIA
---
BEAR
S
PP A
LURTNUM
Now
PANELS
FOR
I'.
L
L -1
PARS
SC[
APPROPRIATE
"all
10-6i6'• Ytre Meen
9 erri et
. 6. 10/10 WELDED WIRE MESH '
P. H U•
Ila
- IIIIr=1fl �
II- FAYIRS BASE
BLOC[ (s[[ NOIC - COMPACTED 10 901 i
' BEL"i OPTIMUM OCNSIl1 FILL
- II if =1=IIII=u�f=fill- _
Of
_IIII
I¶�_: A
IIL'I _ .,.!I - G.A _III=
cR.K
_ MUD GE 0"D ANCHOR _ R
2- A 1N00 II - w — III .•^ �— _ OR SUIlANLC FLANGE
CONTINUOUS IC —LULL ROTA■ BLD — - u II II a
MTN. UNOISTOKO sou or
CORP AciED To 905
rut A,E III II_ I I ^H . I I ILIA UNDISTURBED salt I ` OMDISTURBED sou `(
OPTIMUM DENSITY I_ _ .�.Qe ,n •.�.• 1111= - III . . II II F' '
2-64100 CONTINUOUS
12- ROUND
NOTE'
As AN ALTERNATE. 6•96•N1L• SOLID CONCRETE DLxc MAY BE
.DSCD (WITHMAXIMUM KICHT Or III-0
IN I
CONTINUOUS WALL FOOTING
Far Ah-- F— mHna Avh SDI(( Alm sNAe AD*
IY[ITIIBI CLEAR KM SPANS CMI.
APICAL 1051 SIIC A
BEAM SIZE A
EDGE KM FM NBOr SPANS KLAI
BY BASE ANCHORS
SHAPE
N0.
to-
IT-
i.-
IS-
IY
.{ry7
•—� 2-M7•N.0Ia•
6•-10-
A --
.'-a•
3 -11•
7'-lo•
2•.I•..0.0• .... POSTS
N/zl- I ANCHORS
_
x-.7•..asa•
L'-I•
s•-tB•
s•_6•
s•_:•
s•-o-
FLAG .,
Y/21• r ANCHORS
a11'.)•e.06Y
7•-s•
S•-0•
.'-A•
.•_,•
4'-3-
p1--1❑
1•..•S...BUM
l0'-0•
Y'-1-
B'-6•
5•-7•
■•-0•
1•.7•..070• ON
7•17• POST N/MIN. OF
I2'.I•S.M.
l
u•-D•
a -o•
tD -r
r'_R•
9•_6• '
z-)/a• BOLTS toRI
rin..rL
I-1- BOLTS
.
2-.6•S.M BUR
13 -7•
12'-1•
11'-7•
10-3-
la'_0•
2•i7•
z0•-a-
te•-7•
1)•-0•
16•-I•
Is•-e•
' C S.M.IKAM
)•.)• PAST Y/MIN. Of
1-)/8- ANCHOR BOLTS
�2`-1^
S.M-BEAM
21'-O.
IO'-ID-
19'-)-
le•_e•
IB'•O'
Y/INSC Ai
A1• ...... BOI IS
I •
1 BUM
H
1)•_B•
16.0'
16•_ I0•
lI'-.•
14'-0'
)•.:•
-1 aE
16'-I•
3I'-9'
1)'-e-
1)'-)•
12•-Y-
Y: sn lP
B•
I-'BCA
IB•-1-
16-10`
16-3-
IS'-Y-
Y/SNAP
CARPORT EDGE BEAM 3 POST SPAN TABLE C-1
r 40—Ard)
(AtmcAFd Roofi-Only)
RAISED SLAB with a-c.-w Rlaeh
FOP AhssussMT SLFs. Raarv, (Kass Raowr d Ktio Corer
SUPER GUTTER' 70•-0• NAN. y : , •,
ALLOY 6063-T6
A -1.20 IN•
NT-1.1Ar/L.P:
E. 080' I :3_9161M
1.9731
1•
ALUNINUN PAN ROOF CONNECTION TO BE IN SHEAR
! VAR lOUS SPANS QA 2•4 sM8 r
POST ! VARIOUS SPACINGS PLAN OB "
12• 12•
;• ✓lope �— ALUM. PANS 3• 51�i.P..
-IB.1•SR ROOT PANEL S�..s 3-88. Y{Wenner
MAT vAAT
SPAN TABLE - FOR SUPER GUTTER AS EDGE BEAM : T 2-)/e• it,A N....rL
VARIOUS SPANS OF PAN ROOF A �t ul lxUH
8• 10' 12• 1A' 16' STCC7DGEBUM tar a... A PRAt siting Eon- COC[eUM
.ult CngineAr
(:UTTER/EDGE BEAM `
SPAN B 13'-9• 12'-4• 11'-3' 10'-5• 9•-9• nr�Eg •:•e..ra
Ma TE: FOR BEAR A POST SIZIWG CONSULT ENGINEER 3 - I!I- B 5
SEE THIS SHEET, CARPORT (Attached), FOR DETAILS. 6..L
A6 T.aled
A♦
- BA-OBA
S-n)•
CARPORT
SUPER GUTTER AS EDGE BEAM - SPAN TABLE C-2 iI
rFrri-Srandin;) -r s-tt -s
M
ON
3/01011- S.M.S. EACH CONNECTION
SCREEN
BEAM ..... :Ucs,
1", 2' LACS
t • D.C.
•
ERIC AL OR INTERNAL 'U' ANGLE 11111C.Ell
C 4 4-O'.O.C.-TO PLUMB CUTTER
ARBIL 01 2'%Z',I/B' L�
CLIP EACH SIDE,11/4-011 S. IT .5 E 1••4',Z',.0425 L CLIPS
EACH ANGLE 9 EACH SCOTCH moor SEAR
CONTINUOUS EXTRUDED
SUPER CUTTER t6.0110
SUPER GUTTER FASCIA ATTACHMENT
("c-cew- First Type-')
2MEN
MASONRY/CONCRETE FASTENERS
SUPER GUTTER 2" SUPER GUTTER
A, 1.20 111 A- 1. hb I . 6' S.N.S. A I., L, INT A. 1,1111 11'
WT- 1:1111L.F. 0 1 i WT:• 2
a . COMBINATION St 6.87 I.f
16 14, S. 4.8,)IN)
1• 17.1191
IrT
5 - 1.973 IN]
-I'-' I/B' FLAT BAR EACH2 1-BEAR
AN NUUF
COMBINATION Sx 4.801%p FASTENED WITH 10 X 1/2'S.N.S.B"O.C.
1'.1- HULL" OR 1-.2- a.@. ran S AGGERED
re.j. S.N.S. a III D.C. FERRULE CUT A- LONG I' X 1/9' FIAT BAR F EACH BEAN SCREEN ROOF
PAN ROOF 2X6 S.N.S. FASTENED WITH-10 x Il" S.N.S. III 0".c.
STAGGERED SUPER GUTTER
SCREEN ROOF
SC:IE OUSE f f
■0 r I i
+ SUPER GUTTER sp VARIOUS SPANS VARIOUS SPANS
:EATY :,I ..... UYTER '!FA
ASCIA VARIOUS SPANS.q VARIOUS SPANS \THRU DOLT 1112-k" STEEL &OLTS
',IC.L , A 11.11 1.- O.C. TYPICAL 3'x3'COLUMN-W THRU DOLT W/2-IT' STEEL BOLTS; NOTCHED TO FIT.BLAR
E. :.8
EXYER.AL ON INTERNAL BEAR NMHEO TO FIT BEAN
'U' CHANNEL 01 2'.2'.1/9' •
L CLIP EACH SIDE #2. S. EACH SIDE. to U-) FWRIDA
W/ CONTINUOUS XTRUCED
SUPER 7-7254 O:UTTER SPAN TABLE POPE COORDINATION SUPER GUTTER • 2' 1 6- S.N.D. 'AN TABLE FOR COMBINATION SUPER GUTTER • 2' Z 7' S.N.D.
a SI
VARIOUS SPANS VARIOUS SPANS OF SCREEN ROOrs VARIOUS SPARS VARIOUS SPANS OF SCREEN ROOFS
r14 IT -28. 30-132. 34' 36 - 138' 40 142'
20-S' 19-10' 19-4- la-10, 14
OF PAR ROOFS Is, 20' Z2 24' 26* 16' OF PAN HOOPS 10. 20-122-124-126
4' 11.10 17-6. 17-1. 16.r wS. Iwr IS.Iw 15.6. 4" Z4'*- 23'rl2l'0-122'6- 22-c'. Ill-Awr 18-Irlis."
2JL IAL IL_ lV_ A&:. A=
IIIN or. most
6. 20.2- 19.1, 19.5.119w is- Irelurr
Iry 11.0. 17-6. Ilez- 16.1y, 16-4. 16.2- is -IV IS,?, 1514, lu lim 141?1
IT- I-
20-3. 19-1 It,&* 1912. 13110, is.l. a -I 17-6- wr 17-CP 16-r 16-6.
1619' 1613r, 36,11, IS*ll IS*S* IS,-- •141), 3410, Lric
10* IS+ is-6- wr Iva- wer 14-S' 14-2- 14.0- 13.20' 134r 12-9- 13'r 13-1- to, 11.1 I -a- 11-111. 11.4. /7
17'r !!" 11,31, IN
12' 114-1914-7- 14-4� 14-2- 14'r 12-r 13-1- 131!' 13-2- 13-01 12.10 1 1 12' 1 IT'S- 1711 -Ir 16.8, ta-S. 1-0, 15.10 IS-1.
IS.
14, 14' Is r IS—
SUPER GUTTER - FASCIA ATTACHMENT CARRIER BEAM - SPAN TABLE S-2 CARRIER BEAM - spAm TABLE S-3
rPl-b- fOumna 7:,p=Q .
ALM TIP 010.11. H.H.S. EXISTING NOW SLOPE. ROOF CHANNIA. it@ 2'-2"C*-
z U.
Iv oc.
A N.J. !b-1611111011 SIDING
AM•
r.2'CANNO BEA16 H.H.S. SCREWS (line coilm D.
.2- CHANNEL 24' OC.
ITFICALL EACH Cu.
-.2- CMAKINEL ..eOPEN BACK
CHANNEL
• -.2- CHANNEL iAi SPhi 53-
C.- I C 'IS,* S I 'IC ..D. AN' .A TIL 2
A .
• jr2
L
'clisilta; pis 0)
M.H.S.j I BE 0*0 -
(�.EE.IRC' •Ix
010.11- H.H.S. 7-.2- CNANNiL (TYPICAL
SIDE
1-.2- OPEN OACX 1-1- DRIVE FINS A 'c
Ii. Be.. I-i- RECEIVING CHANNEL
I" cc. C-11AII FIG, Sfi oted
EXISTING SLA.�� ,06 AO
id-094
FoUP.
SCREEN ENCLOSURE SCREEN ENCLOSURE GLASS h6bM3r
(7-ypi-l) ( rypild) or i-TS