HomeMy WebLinkAboutSUBMITTED PAPERSST. LUCIE COUNTY
J DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVEKDE, ROOK 201
PORT PIERCE, YL 34982-5652
407-462-1553 6GANNED
BY
FILLED LANDS AFFIDAVIT St. Lucie Counh/
I, the undersigned, am the owner of the following described property,
(M IDJlegal deaodpdoNaddress) v
for which I have applied to St. Lucie County for a Final Development Permit. In accepting
this Final Development Permit, BP Number t-N53I . I acknowledge that
as owner of the above described property, and in accordance with Section 7.04.01(D),
St. Lucie County Land Development Code, I shall be responsible for assuring adequate
drainage so that the immediate community WILL NOT be adversely affected. I further
acknowledge that in granting this permit for the development of this property, St. Lucie
County is neither obliged nor liable to provide for, or maintain in any form, adequate
drainage off my property which will not adversely affect the immediate community.
Property Owner Properly Owner ate
Pr„pe
(Signature)
STATE OF FLORIDA. COUNTY OF r /
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 12�t DAY OF
CWHO IS PERSONALLY KNOWN TO M� OR WHO HAS PRODUCED AS IDENTIFICATION.
SIGNATURE OF NOTARY E OR PRINT NAME OF NOTARY ` —• 6? ; a v jj�,.
NOTARY PUBLIC----
TRLE. � _ —_.�bScoMMISSION NUMBER
SLOCDV FORM NO.: 011-M
i
l
VATLON. .
TEILT0�i✓._.�T�cco.
r-5 BA��. k7CA(iC.71E
CAWM�IS (TYF) gPiti �DLIT, F A 34 Ti�S.Ai.:_.
--- - N O r _ _ 24 •
0)_
".. . M�J i uI J M..
IOVERIFYTHELOCATION OFALLUNDER9R0UN . - hGZ J ;PRIOR TOBEGINNING ANY DIGGING OREXCAV TION
ACTIVITIES ON YOUR PROPERTY.
CALL AT LEAST48 HOURS BEFORE YOU 016:
1.800.432 4770
FOR
FOR CONFIAMCE
REVIEWED BY
a -/9' 9�
I PLANS AND PERMIT
FOUST BE KEPT ON JOB OR
I Nv !NSPECTION WILL BE MAD'
QICaI}T 5;We eLPVNT10,l1. PST. POOL
\ Lem- ELF V DST I O J gI M I LAL�.
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h
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- P!5
0
a
'N
I
N
Y
R
xz
I
SCRFDM M � Y
" SEE TAB FTAt NN
i---
aHIDE
rxr
TYPICAL FLAT ROOF ELEVATION
PQOEIER WALLS
AND FRANK S0 3
IBM TO TABLE I
AND TABLE 2
ANUMM COLUMNS TIT!
PERIMETER MEMBER
DETAIL AN
I
DETAIL / I
SEE TABLE 2 F
r x r CHAR RAL TIP.
.�
DETAIL 12
DETAIL I2
ALUINY BEAMS
SE TABLE I
ALUM BE
SEE TABLE I
TYPICAL FLAT ROOF ISOMETRIC SCREEN Trr_
ALUMIN M COLMS TIP
SEE TABLE 2
NOTES: 'Wf SCREDN
I . rY
SOM TYPICAL I —
GRADE
SE TABLE 2 FOR if
DETAIL 13
TYPICAL DOME ROOF ELEVATION
1" x r 7M➢' i�
TYPICAL GABLE ROOF ELEVATION
MATCH SOPS AM C(TRU9CH SE DETAIL p
NO SPAM FOR.BLSER WALL BELOW.
�.troIrJML
GRACE SEE TABLE 2 FOR 1f
a,r ALTERNATE
a,
SEE TAM I
RISER WALL
FORIMM WALLS FRAMING
ALUMINUM BEAM
SIZESS REFER TO TABLE I
TIP- TABLE T--
AND TARE 2
0�cm
Val
FERMIETER WALLS FRANK
wag
SM REFER TO TABLE I
SCREIN TWA
TYR
AND TABLE 2
COLUMNS Tip.
AUAIINUM cm
SEE TABLE 2
CO
TOOTING TWA
PANEL SPAN WI 1' . r LIP. .
" = YAImIIN BEAM SPAN WITFIOUT KNEE BRACE ADD LENGTH -- - lTYPICAL GABLE ROOF ISOMETRIC
OF KNEE BRACE TO SPAN FROM SPAN TABLES TYPICAL DOME ROOF ISOMETRIC
V = MAORN UPRWT (EIGHTS
W- SIDE WALLS CAN BE FRAMED WITHOUT TOP BEAM AND CAN r x r POENS ATTACH TO
BE SUI a0'DaRRUS*6 ALLOWED M SPAN TABLES BEAMS W/ 2 110 s 1 I/r SMS 3/4" M NL SPACING
MK ra TABLE 1
Y s 2' PATIO OR SUP NONE SCREE LIONPATTERN FOR 11E
1' : r SNAP FASIFTEp 70 � CONNECTION uSNG NOTICED e • v � o p -
r x r W/ fie x 1 1/2' sus
3
2ASIEIlfD TO BEWITH
P
SMB WILL VARY FROM TILE
u
! e
3/4" MNN SPACING
sua ffC�ilD�Ns CONTINUOUS
A`2'
SNOW! SAME NUMBER
SELF MA7WG BEAM
S'AC NG APPLES
e
_
r Ram
RE TABLE 1 -
CUT PLATE CONNECTION
3/4'
AwlA TO BEAKS
T f'OR MANGER
(PLATE I
(PLATE N`mE BEN)
DETAIL R Ar I' x r
TYPICAL MANSARD ROOF ELEVATION
TABLE 4. MINIMUM SIZES FOR POOL ENCLOSURE ME BRACE
AND ANCHORING REQUIRED ALUMINUM 6063 T-6 ALLOY
BRACE L
E%TRUSION
ANCHOR SYSTEM
2'-6'
2'xrxO050'
2' H-CHANNEL W/ 3 / 10/ 1/2' EACH SIDE
TO 3'-:r
rx3'xO.050'
2' H-CHANNEL W/ 3 / 10/ 1/2' EACH SIDE
TO 4'-r
2'x4'x0.050'
NOTCH SUB OVER BEAM S UPRIGHT
SEE TABLE 3 FOR // & SIZE OF SCREWS
TO 5'-6'
rx6'xO.050'
SAME AS ABOVE NOTE -
W/ 2 p0 x 1 1/r
o
i
5'i ABLE
OF SCREWS PER CONNECT
SUS OR SNAP BEAM
EQUVALENT.
000
. 0N
: •
TYPICAL--SWPCATE-CONNECTION-DETAIL j`
NOTES FOR RIGID WiNECTION OF DETAIL 11. IZ 13
t' : r O.BL FASTENED27x2'x&Wx_
LONG U-CHAM 'r =
1. rxr UPRIGHT MUST BE NOTCHED TO REACH TOP
TO SUB W/ 2 p0
x 1 I/r SAS.
-
2' x _SLAB POET
ATTACAES W/ 4 EA 3/8'IAG SCREWS
f IN N000 OR 3 1/4' ANCHDRS N CORO
\
OF BEAM TO ACHIEVE RGDI CONNECTION.
2. NUMBER OF SCREWS JAST BE SHOWN AS SPACING
TABLE 2
BEAM TO UPRIGHT CONNECTION DETAIL / 1:.
SQUARES ON VARIOUS BEAM TO UPRIGHT
SIZES DENOTE POSSIBLE SCREW PATTERWS
ALTERNATE LOCA7ICN OF rxr NOTE: 2'x3' UPRIGHT
MUST BE NOTCHED
FOR rxr ROOF PLRtINS
1" x 2' EXIT FASTENED
x5 SUB - RLrxrW/tox
i I I/r SAPS 0 24' O.Q.
r PUR IM ATTACH
TO BEAMS W/ 2 110 x
gg I I/r SMS OR SNAP
REFER TO TABLE 3 A BEAM EQUNALFNT.
FOR NUMBER OF 1� BEAM OVERLAP CONNECTION
SCREWS S ADD POST OR GUSSET.
BEAM TO UPRIGHT CONNECTION DETAIL 6 2
3/4x3/4 W $PACING AND PATTERN MAY VARY.
rxr]AWX— LONG U-CHAM0. 7 3. SEE TABLE 3 FOR NUMBER OF SCREWS AND MIN.
ATTA0ES TO rx_ SUB SIZE OF UPRIGHT / BEAU CONNECTION.
4. HEX HEAD SELF TAPPING SCREWS ARE AN
ANGLES MAY 8E v ACCEPTABLE SUBSTITUTE FOR SJI.S.
5 IF BEAM IS NOTCHED TO RECEIVE UPRIGHT
SUBSTITUTED FOR EIaSmNG ADDITIONAL SCREWS ARE NOT REOU90 27xr
CANTILEVER CONNECTION DETAIL UfflGHT.
A EOSTNG ANGLE
rxrxOLOGx_ LONG ANGLES 'AIGUTTER
ATTACH TO FASCIA WITH 2 3/8' L---
LAG SCREWS AT EACH ANGLEe o 0
o�.A'
e
27xrxO06'x8' LONG ANGLES NOTCH ANGLE OPTICUL
ATTACH 70 2W SUB W/ 4 p0 SS
AT EACH ANGLE EACH SIXMUST ROM FOR ANGLE STRENGTH
CANTILEVER CONNECTION ENLARGED
x
to x y. SMS fy -o
03/4'0.G lli
r I - GUNNEL
OR U - OIAN7E
2' z 2:%�ondd2=zt3 KNEE BRACE
CONNECTION-DET L`S`'
:!
�-x�
,--AMGL NOT TO
DITEID 4S
Sam TIWCAL
DATE
I
=!Y
PEtd1M WALLS FRAMING
SONS MR TO TABLE i
AND TABLE 2
94-00139
CANTILEVERED KNEE BRACE
SIB TABLE 1
r x 0 SMB TABLE 1
"A" - WIDTH REQUIRED FOR GUTTER
'E' - OVERHANG DI ENS'JN
THIS MEMBER SHOULD BE SAME
SIZE AS DOWN MEMBER
aQ
¢
V
W
?OTC
Lu
ix
jL
<w
� 0
a
d
SODA
SEAL
OF 3
r
RECTILING CIAAINEL 2 1/8' x 1' x 0.062'
r UK x 1/8' INK
W/ 4 111 x 3/4* SAS EA. SIDE OF BEAN
STRAP 0 EA. BEAM
AND 6 F8 x 3/4 SUS INTO GUTTER
2 J12 VO SUM
W/ MNL PEETRATION
SL OR SM BEAu
0 EA. RAFTER
SIZE VARIES
(PRE-DRLL)
MT OR - --
DOVE ROOF
-
SOFFIT
6p0xYN)
SCREWS 0 EA BEAM
�
� GUTTER
. .
REGAVNG CHANNEL 2 IN it I'
•/ 3 18 x 1/27 SMS EA SIDE
3 J 8 x 3/4' SMS
OF BEAM ON ANGLED BEAMS
SMB CONNECTION TO SUPERGITTER
2'xYx0.D93' ANGLE 7/II' FERRULE W/ 3/8' x 8'
1110 J84/47 SMS 0 24' O.C. LAG SCf0lt5
EA SIDE 0 Ell BEAM
�-�
2 /12 WO SCREWS
W/ MIN. PENETRATION
SL OR SU BEAM �` �•
0 EA. RAFTER
SIZE VARIES
-
JIO x 2' r0 samis
I'x r OIL
~ SOFFIT
0 Zr D.C. -
RECErM TTER
2 r W% 31J8 x 1/Y N
SUS EA SIDE OF BEAU
TYPICAL SL OR SM BEAM AND GUTTER CONNECTION
BENT P 3/4" it 2 3/4' x 0.062'
/ CONNECT 2' x r TO BEAM
! W/ 2 J8 x I I/Y SUS
2 J 8 x 3/r SIS f CONNECT PERIMETER MEMBER
W/ 2 J8 : 1 1/Y S6
CUT BEAM
1' x Y ENT. FASTENED TO r BEAM SDI VARIES
ANGLE a Y x 1/ATTACH THE AOVE Ls TO FASCIA THROUGH SG.
SIDECLIP EACH
SIDE OF UPRIGHT VAIN 2 3/8' LAGS EA L uN. Y BITE
AND Y x NTH
4 J8 SUS EACH ATTACH EA. ANGLE TO SG UP W/ 3 J8 1/2" SUS
.
LEG EA SIDE Y SMB
ADD 1' x 2' ANGLE TO BRING GUTTER PLUMB
OPTION TO ABOVE
ANGLE: USE 4 JIDx
1' SUS AT INTERNAL
°
s"-1 TRUSS TAIL
SCREW BOSSES 4 EA
2" x BARGE
SIDE 8 TOTAL
s?
1 - J14 x Y SELF
TAPPING AT 247 O.C.
BALANCE OF Y x 2'
s SUPER GUTTER
3/47 FASCIA
TO SG CONNECTION
LOCATE CLOSER CUPS
SUPER GUTTER TO BE ATTACHED FIRST
WHERE DESIRED USE
MATH I - 3/8' x 8' NTH 1/2- PVC
j8xt/2- SUS AT 1 1/2_
FERREL INSIDE Y x 2'
ON CENTER EACH SIDE.
ALTERNATIVE SUPER GUTTER TO FASCIA 0.13Y PLATE GUT
ON 45' ANGLE
ALTERNATE BEAM CONNECTION
LAG SCREW AND FERRULE I - BOLT CP. OR SS
FOR CABLE TENSION
— BEAM SET SPACING BEAM SET SPACING —
SPACING/2 -t- SPACING/Y SPACING/2 -1- SPACING/2
ANGLE LOCATION FOR SUPER GUTTER REINFORCEMENT
1/4' TAPCON
OR PIN G9tlP .
YxYW/110xll/Y `
' SUS 0 24" D.C.
r +5 0 3/4'-SMS INTO BEN
POST
BENT P Y x 3/4' SMS INTO POST . SIDE OF SLAB
FASTEN SUPER GUTTER TO FASCIA
VATH 1/4.0/Y LAG NTH WASHER
1/2- PVC SCH 40 FERRELL (TYP)
1/84-x2' ANGLE CUPS WITH 1/4'
711W BOLTS EACH SIDE OF BEAM
BOTTOM OF CABLE
3/87 x 8' LAG NTH WASHER AT EACH
FASCIA BEAM AND ONE AT EACH MID SPAN
SMB CONNECTION TO SUPERGUTTER
2 JIO x 3/4' CORROSION RES
/ AND WAS" HUM SCREWS
SCREEN ROOF BEAM
SOLID COVER ATTACHED
.WIN /10x1/2' SUS 0
Ir O.C. WITH WASHERS
OR COMPOSITE PANEL T
WITH 1/4- LAG S74M VARIES -)'
24' O.C.
• ALUMINUM STRAP OR 1/4' VARIES -
ILRU BOLT AND 1/r PLC
FERRULE AT 24' 0.G MAX SPANS SEE TABLE 5
SUPER GUTTER
SUPER GUTTER / SOLID ROOF / SCREEN ROOF COMBINATION
1'x2' CONE ALONG -.SUPER GUTTER VAIN
1. 1/4'xt 1/2' DO BOITS,Y O.C'.
INTO SUPER-WIER
4S
DETAIL /2 TYPICAL CABLE CONNE(
2'xYxl/8' ANGLE EAC
r= Y OR r x r
OR
SIDE ATTACH TO POST
OR r POST
AND CONCRETE TO P0:
1 1/2' MIN. CONIC
AND PLATE NTH 4 ITC
CORROSION RE
SCREWS OR DRIVE
A LEADED SCR
PINS IN CONIC.WASTER
1' x Y EXDi119ON
25M PSI
ar
TO
(TYPICAL)
�3�7>Ili
17501A STAINLESS STEEL
ATTACH I- x W + 3/4' LONG x I/El- THICK
AND INTO
3 - 18 x 1/2' SMS
FASCIA NTH 2 3/�(EAGS (�) BITE)
LOCATION DETAIL SG. TO BE ATE FIRST WITH
LOCATE CLOSER CLIPS
1-3/8' LAG 24' ON CENTER
WriERE DESIRED USE
J8xl/2' SEES AT 1 1/2'
'LP—>( TRUSS TAIL
ON CENTER EACH SIDE
r
1-
'.
2' x BARGE
2'xSUB �
2-x27xl/16- U CLIP
W/2-18x1/2'
EACH SIDE
110 SUS
3/4' FASCIA
IN x 16 x SUPER GUTTER V L USE
2 Ls/BEAY SET AND I L/ YID SPAN OF
SUPER GUTTER BEAUS SEE BELOW
SMB CONNECTION TO SUPERGUTIER
4' OR S' SUPER GUTTER
PLRANETER FRINNO MEMBER
VARIES SEE TABLE i
NOTE: I PAIR OF CABLES REQUIRED FOR EACH 30O 4 Ft. OF WALL AREA
DETAIL 11 TYPICAL CABLE CONNECTION AT CORNER
CABLE "18
A_� EITHER 'A' OR 'B'
I'x2'x1/8'CUP
AND 2 SMS EACH
SIDE FOR CABLES
APR 45'•
TOP
#CO
RNER OF CABLE
I I
Ow WALL
l�
i—�
UPER.I UTTER
51511LE - ALUMINUM STRUCTURE FOOTING
8 2500 PS CON WIN 3 1
JS
W.IL OAR CONTINUOUS
4--1
g 4 LRL 2 1/r OFF GRGRD
CONIC. RIBBON FOOTING
FOR SCREENED ENCLOSURES
10 BAR CONTINUOUS
1' x Y'
PERIMETER WALL MEMBERS, PURIAS AND
CHAR RILLS TO BE SZfD PER TABLE I AND
TABLE 2
FRONT WALL, DOME ROOF, SCREEN ENCLOSURE .
OPTIONAL. CONCRETE CAP BLOCK OR BRICK
/ ANIM'ALL UTIM FRAME TO WALL OR
SLAB NTH 1/4' x 2 1/r TAPCON OR
EQUAL G TAPCON STYLE OR EQUAL 6'
EACH SDE OF UPRIGHT AND MIL r O-C
T--k
1� : 8' x 16' LV.00G WALL
YAK DIFFERENTIAL 1Y IVL
N SOIL HEIGHT I 114 BAR AT CORERS AND f-0. O.G
* FILL CETIS AND KNOCK OUT BLOCK TOP
8• OOLRSE NTH 3000 PSI PEA ROCK CONIC
2 14 BARS MIN. 2 1/r OFF GROUND
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
ALL SCREEN ENCLOSURE WALLS SHALL BE SUPPORTED
UK 25W PS CONC. BY A CONTINUOUS CONCRETE FOOTING NOT LESS THAN
NTH 6 x 6 WELDED Ir WIDE AND If DEEP. (ITN 1 15 BAR CONT. OR
WVRE OR FIBER MESH 19' x IC PADS VAIN 2 µ ARS EACH WAY goTYPICAL ALL SUBS I . 1 15 NAR CONT _ I f 14 BAR CONT.
NOTE FIBER MESH'CONCETE DOES !!•
NOT REWIRE WERE MESH
FLAT SLOPE / NO FOOTING MODERATE ACPE FOOTING; STEEP SLOPE 'FOOTI G
0 - r/1r
SLAB DETAILS ADDRESSING EROSION
X16
N
Q5
co
®acc
U
LE! W
M
Z CC
II.-
co <
a w,
a a
Lu
4c
: 1
blkl�u=tLx=lLti-1rII=n=11511=115n211-2=u=if
IYA1=1_h�l=il="=II�1-II-11=II=11=1 =11
I�� N-ICII- =loll=lf=lbll=ll-4-
-� �11 �IILtilll lrl
--irn=71=� I•o r
�— K-BRACING WIZEN REWIRED
BY LOCAL ORDINANCE SEE DETAIL
SIDE WALL VIEW — SCREEN ENCLOSURES
FLAT ROOF
Al
MAXI PER TARE
_ SEE LETAE )2
SEE SWR
POST PER UM ME
y SEE DEIAL A4
1 izz,
SEE DETAE HSUB
7 sue SEE TAME
NOTE AL•AYS TIE SAMESIZEW
SEE DETAA. F
FLAT ROOF / DOME OR GABLE BEAR! CONFIGURATION -
PO'.
POST
0P.I .
• SEE TABLE I
QUANTITY OF
x4"x.062P
x 2' x ()W
YWx4"H x.062 lTHK P_
2' x 2' x.Ot4
0 0 0 .
v v
REWIRED E•
3/4" SMS 1/470 x 1 1/4' EMB. EXP. BOLT
OTHERS SPACED 0 24 O.C.
K - BRACING
POST SPACING AND BEAM SPAN
2' x 3' SS OR CE EAVE RAIL
CABLE BRACE .
"-- SEE DETAIL
CHAIR DETAIL
HEIGHT VARIES
I6"MIN.-4Y1K
I'x[ OPEN BACK
K-BRACING WHEN REQUIRED
BY LOCAL ORDINANCE SEE DETAIL
SIDE WALL VIEW - SCREEN ENCLOSURES
GABLE OR DIAGONAL ROOF
7' W x 5 H x .062 THK. IPA
CHAIR RAIL
FOR MANSARD ROOF
USE 2' x 2' x .044' PE
W/ 2 I/4'0 TIQl
BOLTS 0 EACH END
DIAGONAL BRACING
0
."1 N
AWACENT TO CORNER
REQUIRED 0 EACH END
OF FRONT WALL FOR 2" x 3" SS OR CE SEE DETAIL A
MANSARD ROOF FRONT WART
POST
O
O
DETAIL A
SEE TABLE BELOW
FOR REQUIRED QUANTITY
OF 110 x 3/4' SRS
2'x3'SSORCE_
HEIGHT VARIES
I
POST SPACING AND BEAM SPAR
EAVE RAIL
— K-BRACING WHEN REQUIRED
BY LOCAL ORDNANCE SEE DETAIL
SIDE WALL VIEW - SCREEN ENCLOSURES
MANSARD ROOF
• NOTE: K-BRACE OR CASLE.BRACE 140T REQUIRED
*0 END POST 5 MNLY ATTACHED TO
AN EbSTING STRUCTURE
CABLE BRACE .
SEE DETAIL
e'
18' MIt1 - 42" WIL
W¢
ty
1"x2" OPEN BACK
S$ff
Nm
WALL WDTH
Na OF j10 x 3/4' SINS REQUIRED
20'
2
30
4
40'
5
50'
7
60
9
DIAGONAL ROOF BRACING
ME I
USE PROM ITAll INDTH WEN DEU MLWG Na CF SYS
FOR NE SEE WU K-BRAM
USE SEE WALL WIN WHEN DETEINNING No. OF SW
FRR TIE FRdR AIW OR SMK WALL K-BDCHS
MAMMUM W
Ion.
Nn OF
0 : 3 4' 9"
REOUr3D
A
B
C
D
I E
2B
2
1 2
1 4
1 2
1 2
3B
2
2
f
2'
2
40-
3
4
IS
2 -
2
SB
4
S
1 R
3
3'
60'
6
7
121
!
1 3
. MAXIAA fRCNi WALL lE1GHT
. 10,-0'
II-
®�cc
Lu
It l»
v a
a
PUT
MSR
I1 3! n—
SEAL
9EET
2
CF 3
,j
A
TARE I. MAt M SPANS FOR SCREEN ROOF BEAUS OF ALUMINUM ALLOY 6%3 T-6
FOR SPAM V OF BElllk 115E SCREEN PANEL M1DTN Y FROM DRIIWNG
DWM-
SCR EN PANEL WITH Y. 4'• .
"=m 6 1• FOR A 2-x 4'x 0.044%.1112' SA8- 23'-10r
WITH 1f s 4• 5' 6' e 9'
ONE PIECE EXTRUSIONS FOR Kam 3 BRACING
rx 2'x0.G44 xalY
10'- or T- r r- r r- 1' 6'- r 6'- r 5'-Hr
rx rx 0.093' OR rx rx BLOW EXT
IS-11• Ir- r 10'-11' 10'- Cr T- r 8'- 8• s- r
SELF MATING BEAUS
Yi4'xa0u xa120'
2r- 4' 23'-ILO- 21'- P 19'- r 18'- Y Tr- 0' 16'- 0'
rx5'x0.OW-xO:12Hr1
F;C3Y- 67 29- 9' 2r-11' 25'- I' 2s- r 2r- 5' 21'- S'
2W,a 50ua120•3
3r- G 3r- 67 29'- r 27- 0' 2S= T•'1223}"(.b 2r- r
rx7,xaosoxa120' L]
40`- r 35-11' 32'- r 29'- r 2r- 5• 26'- 1' 24'- r
rxr)A0707x0.224'
55'- r 48'- 0' 4s- r 39'- 97 36'- 1' 35'- 4. X- 8•
r37xO.0701DM4'
5W-l0' 51'-10r 46'- Sr 47-11' 39'-11' 3r- 6' 35- S'
rxrxaO7 rx0.3I0'
66'- r. 58'-.r 5r- 4' 48'- Or 44'- r V-10' 4T- 1'
SNAP EXTRUSIONS
rxrxaoa• n= s• to'- 0' w-H• r-.r r- r r- r 6,- r
rxrxa015' IT- 0' Is- f Ir- 9• IT- 9' IT- 0• 9'- C T-IV
2'xCx0.045• 2S- 27 20'- 0' 18'- 1' I6'- W 1S'- r 14'- r IS- li
2'x61a064' 3T- 2' 3r-10' 2T- 6' 2r- 0' 25'- 1' 2S- r 22- r
2'xr&078' 4S- 2' 37'- Sr 34'- Or 3t•- r 29'- 0' 2r- 2' 25'- 8'
ABOVE SPANS DO NOT INCLUDE LENGTH CF x NEE BRACE Am HORIZONTAL LENGTH OF ME
RUM TO ABOVE SPANS FOR TOTAL BEAU SPAN. SEE TABLE 4
PUIIN SPACING SHAU. NOT EXCEED 6'- 8' (40x WED THICIONESS} FOR BEAM SPANS
GREATER THAN 40' THE BEAM 0 THE CENTER PURLPL AND ONE PURI1N FOR EACH IG ON
EACH, SIDE OF THE CENTER PURIPL SHALL INCLUDE LATERAL BRACING AS SHOWN IN DETAIL
ON PACE 6-16. (48' SPA W/ PURIM 0 W- B' LIN O.C- THE CENTER PURAND 2 PURLIiS
EACH SIDE OF CENTER NEED LATERAL BRACING) .
TABLE 3: NHL I SCREWS FOR CONNECTING ROOF BEAUS TO
WALL UPRIGHTS AND BEAM SPACING
ALUMINUM ALLOY 6063
1-6
BEAM S12E
UPRIGHT SM(WN)
NUN. i t LGTH OF SCREWS REQUIRED.
2'x r
rx r
4 1 IOx 1/r DOUBLE SHEAR
rx 4'
rx r
5 IF Ox 1/2- DOUBLE STEM
rx 5'
rx r
6 1 10% I/r DOUBLE SHEAR
- rx r
rx r
8 Tex 1/r DOUBLE SEAR
rx r
rx 4'
12 / IN I/r DOUBLE SEA
- rx Sr
rx S•
14 / IN I/r DOUBLE SEA
2•x 9'
rx 57
16 i 0x 1/2- DOUBLE SEAR
• REFERS TO EACH SIDE OF THE CONNECTION OF THE BEAU AND UPRIGHT
TABLE 6. ALLOWABLE LOADS ON SCREWS t BOLTS AS RECOMMENDED BY MANUFACTURERS
SELF TAPPING I: MACHINE SCRE ALLOWABLE LOADS
TENSILE STRENGTH 55.000 psk SEAR 24,000 psi - .
/ SCREW SINGLE SHEAR IDs DOUBLE SEAR Ms WITHDRAWAL IEs
8 W4 668 167
10 418 -am 209
12 576 1.152 288
14 734 1.468 367
S/tr 125i 2506 626
air I.M5 3.710 928
WOOD LAC SCREW LOADS
USING SOUTHERN PINE S.C. 0.55 OR EQUIVLART 1-1/r EMBEDMENT
WOOD EYBEDD♦D INTO MUST BE A WNOIW OF I-1/2• TTIONESS
I SCREW LATERAL SEAR LATERAL SEAR/ METAL PLATES WTHORAWAL
5x// DS bs Ds
210 355 5 4
3/87 240 480 712
IN CONCRETE
EMBEDMENT CONCRETE
BE A MINIMUM OF 1-SCREWS & BOLT1/2• TMOOESS W/ 1-1/4- FROM EDGE
SCREW DUL 2.0DOI CONCRETE 3.0001 CONCRETE
TENSION SHEAR - TENSION SEA
4' 757 139 825 352 -
31r 1.057 818 1.184 898
3/6' 1,443 1,443 - 1.776 1,303.
TABLE I¢ MAIIIM SPANS FOR SCREEN ROOF BEAUS OF ALUTAM ALLOY 6063 T-6
FOR AREAS SUB.ECT TO ICE AND MOLD LOAD. AREAS NORTH OF THE
LATITUDE OF 3ACINSCINVLUE. FLORIDA
FOR SPAN 1' OF BFAIk USE SCREEN PANEL WIOTH 'r FROM DRAWING
scREN PANEL WIDTH v. C- _
MAXIMUM 1' MFOR A rx 4 x CLOWx 0.1r SUB. 16'- 1'
MOTH '1r 3' 4' S tF r Ir 9'
ONE PIECE EXTRUSIONS FOR PpRUNS d BRACING
rx rAON'xair
6'-11• 6'- 0' 5- Ir 4-Il' 4'- 6' 4'- Jr 4'- O'
2'x rx OLOW OR 21 ri QO50' EXT
SELF MATING BEAUS - 9• 5- 5' r- 6• 6'-Il' S- 4' S-n• s•- r
2'x4'xG044'x0.12Or
It- 6• 16'- 1' If- 6' 13'- r 12'- r If- 6' ICI -II'
rx51a050'A120'
22'-II' 19'- 1' 17- 1' IS'- 8' If- 6' IS- r 1r7 Sr
rx67xaO50'1aI20'
2Sr r 22- S' 20'- Or UT- 4' Ir- 0' Ts-Ir 16- 1'
2'x7'x0.050'x0.120'
28'- r 24'- r 22'- o' 20'- r le- W Ir- G 16'- 6'
rx810.070'x0.224'
38'- r 3S- r 29•-11' 270- 4• � 25•- 4• 23- 9• 22- s-
rx9'xaD10'xa224'
41•- r 3G- 1' 3r- 5' 29'- r 27- 1; 25'- 9' 24'- r
r4•407070.310'
45'-Ir 4CI- O' 35'- 5' 32-11• 30'- 67 28'- 6' 28'- 6'
SNAP EXRUSIONS
rxrxa044' 8'- O• . 6'-11' 6'- r 5'- T S'- r 4'-II' 4'- r
rxrx0.D45• 10'- 6' 9'- 1' 8'- 1' 7- 5' W-10• V- S• 6'- 1'
2'x4•x0.045• Ir- 8' 15'- 4' Is- r Ir- r 11•- 8' 10'-11' TO- 4-
rxCrO.O64' 25'- Nr 2r- S' 20'- I' le- a Ir- 0' 15'-11' IS'- 5'
2'x7*xO.079' 29'-Il• 26'- If 2S- 4' 21'- 4' IT- 9• It- 6' 1r- r
ABOVE SPANS Do NOT INCLUDE LENGTH OF IONEE BRACE ADO HORIZONTAL LENGTH OF
XNEE BRACE TO ABOVE SPANS FOR TOTAL BEAM SPAN
MR SPACING SHALL NOT CUM 6•- 8' (40x 11E3 THOONESS1 FOR BEAM SPANS
OUTER THAN 40' THE BEAU 0 THE CENTER PURIIN AND ONE MR FOR EACH 10' ON
EACH 911E OF THE CENTER PUR N SHALL INCLUDE LATERAL 819AM (48' SPAN W/
PURINS 0 6' OC THE INTER PURLN AND 2 PLAINS EACH: SLOE .OF THE CENTER NEED
LATERAL BRACING)
TABLE 4: MIMUM SIZES OF SCREEN ENCLOSURE na BRACES
AND ANCHORING REOILRED: ALUMINUM ALLOY 6063 T-6
BRACE LGTH, EXTRUSION ANCHORING SYSTEM
W- r= 0' 2'x rx O.Du• - r H-CHANEL W/ 3 j 10 1/2- EA SIDE
To- s- o• rx rx O.W r H-CHANNEL W/ 3j fox 1/2- EA. SIDE
TO- 4'- li rx 4'x a0447x 0.12'
NOTCH SUB OVER.IEAM I: UPRIGHT. SEE
TABLE 3 FOR 0 dSZE OF SUM
NOTE MR REQUIRED *a BRACES OUTER THAN 4'- r CALL ENGINEER FOR
SPECIMAIONS AND DETAILS
BRACE LENGTH REFERS TO HORIZONTAL AND VERTICAL LENGTH. NOT THE
ANGLE LENGTH
-r rr
T fTI
TI -
- ---3- - -- W --i --
GUTTER EXTRUSION (GE)
SECTION ALLOY
Win
H
tI
12
A
Ix
ly
Sx
Sy
fag
Ry-
rL-
R
h.
ry
n.4
fL4
'
n.
jy
n.
606:T-5
4
116
008
a08
1.18
381
4.05
0.96 (T)
340 (L)
1.80
1.85
COTTER
2 4
1.89 (B)
1.44 (R)
E
6063 T-5
5
2 4
4
4.
149 B
1.
1.74
R
14
TABLE 2 UAMM UPRIGHT LENGTH FOR SOW WALL ME HEM
ALUMINUM ALLOY 6063 T-6
USING SCREEN PANEL WIDTH V.- SELECT UPTIGHT LENGTH 'H'
EUMPLEN
SCREEN PANEL WITH 'r- 4';. MAMIM 'H• FOR A rx 4•x 0.044% 0.1r SO- IT- 9•
MAZIUM
LENGTH'IF
WIDTH if s 4' S'
6!
7
aT Sr
ONE PIECE EXTRUSIONS FOR UPRIGHTS 3 CHAR RAILS
rx 2•xaowxatr
r- r 6'- r 5'- 9'
Y- r
4'-il'
4'- r 4'- 4-
.Z'x rx DOW OR rx rx a050' EXT
10'- 6' 9'- " IT- 1'
r- 5'
6'-10'
K- 5' 61- Or
SELF RATING BEAMS
27Y4'xa044'xa12C
20'- ti Ir- 9' 15-I1'
14'- 6•
13'- 5'
lr- 6• 11'-10•
r25'xa050'xat2W
25•- 2' 2o'-IEr 1Et-10'
Ir- 6'
IE'- 4•
14'- Sr Ts- 9-
rx AO507xal2lr
28'- 6• 2C- Sr 22*- 1'
2NF- 2'
IS- 6'
17- r 16'- 5'
rx7'xa050'xal2r
31•- 2' 2r- 1' 24'- r
2r- I'
20'- 6'
19'- 2' IS- 1-
2'zrxao70•xa224'
4r- Sr 3G- B• 3r- I'
3Y- 0'
2r- 9'
25!-Ir 24•- 5'
Y39'xa070'x0224-
45-11' 3T-ID• 35'- r-
3r- C
30'-11•
29'- r 26'- 6-
ri0'xaO70•xO.3I0'
51'- O' 44'- r 39'- 6'
3G- 0'
33'- 4'
31'- r 29'- 5'
SNAP EXTRUSONS
232'xaow 8'- r r- 5' 6'- 8'
6'- i•
5'- 7'
rxrimow 11'- Sr 9'-10' W-10' Br- or r- s'
6'-If
(r- r
2'x4'AD457 ir- 57 15'- 1' IS- 6. 1r- r II'- 4'
f0'- Sr
4- rr -
2*x6'xa064' 28'- (i 24'- 8' 2r- I' 20'- 2' 18'- 8'
17- r
16'- 5' -
rxrxOL07r 3S- 1' 28'- 8• 25•- ri• 23'- S' 21'- Ir
20'- r
IT- I'
ABOVE HEIGHTS DO NOT INCLUDE LENGTH OF IOEE BRACEADO MR70L LENGTH OF
ICREE BRACE TO ABOVE INGGHTS FOR TOTAL UPRIGHT NOW
TABLE 5: MAIII MM SPANS FOR SUPERCIITIER t SW W/ SCREENED ENCLOSURE ONE SIDE
AND SOLD ROOF OTHER SIDE; ALOLIAM ALLOY 6063 T-6
FOR SPAN 1' OF BEAM; USE SCREEN PATER. WIDTH V FROM DRAWING
LOAD AREA - 1/2 OF SCREE! BEAM LENGTH + 1/2 OF SOD ROOF SPAN
EXAMPLE: 44'(SCREEN REAM WIDTH)/2 - 2rc 22(SOUD ROOF WOTH)/2 -
If .
FOR 21 6•x 0.05rx 0.12' SUB t 4' SO MAX SPAM - Is- r
LOAD AREA SOW 10' it 14• NF . 18' 20'
2r
SOLD S' G r IT T IT
11'
BEAUS R 4' SPFRGIITER
2'x6'xa05U'xa120-
20'- O' IS- 3• IT- 1' 1s-,r IS'- 0• If- r
IS- r
2-xrxa05D'xa120' -
2f-.5' 19•- s• 11-I1' 16'- 9• IS-10• 15•- or
14•- r
2'xrAO70'xO.224'
_
25- V2S- 6• 21'- 9' 20'- 4' 19'- r le- r
17- 4"
BEAUS a S' SPERmnER
rx6'x0.050'xa120'
20'- 9' IV- I' IT- Ir I6'- 6' Is= r If- Ir
If- 1'
27xrx0.0501a120'
21'-I1• 20r- 0' IS- 6• Ir- 4• IS'- 4' IT- r
14'- 9'
2'xrxa010'xa224'
26'- 4' 24'- 0' 22- r 20'-lo• f9'- r 18'- r
+IT- 9•
NOTE: ALL SPANS AND CAPACITIES ARE BASED ON WORST CASE OF UPLIFT LOADS DUE
TO WIND VELOCITIES.
®�Ix
W W
ZIx
j Go
CL
co e
as
a
Ix
LL
6
SEAL
SIM
kQ -
OF 3
x
j' 1•T"I
II II I
� �!
1
—•k
... A . om h2
`n
- an nu
•: li all h4
-
S. -Ols hi
sm
BACK EXTRUSION
IT
I IT ""I I LT
Ix
O05T 1s
r
d
t
A-0.57 h2 A-1.92 h2
Irt. 0.70W VT-29PIE
1.-0.70 hM h-17.74 h•
S. - ON hs S. - 4.N its
6063 - T6 6063 - T6
o" f SIITOI YTH I /8 &V
• 24• aC TOP AND BOTTOM
<�\ U �;
2"x
3"x 0.050"'PATIO
EXTRUSION
�rf-1 I
'QOMC x ! '1
n - 0.51 P.LL
h - 014 io
S. - an h3
6063 - T6
.
IT 1.
' 2"x 2"x .0.'0 4 PATIO
EXTRUSION
u•
r
A : OM h2'
t�is, T I
x
h-1410
-
2.r
F
. Y.
J x
—7
A - 062 h=
WT " 0.74 PLL
..
STITCH WTH 1 p8 sYS
92C D.C. TOP AM BOTTOM
f
h - 030 h4
S.. OM hs
'
6063 - T6
3"x 2"x 0.050" PATIO EXTRUSION
_r
��__J1J• A - O-W h2
ix VT - OR9 PEE
h-a370
1•' S. - GM its
I- 6061 - T6
ts
IT
Yx 2"x 0.050" PATIO EXTRUSION
2"x 5"x 0.055 SELF MATING EXTRUSION
If
2"x8"xO.072"xO.224" SELF MATING EXTRUSION
GLOW
A-135 it2
tT - Ibl PEE
T. - B67 h4
S.-a51hs
6063 - T6
SnkH WTH I J8 S .&
• 2417 O.C. TOP AND BOTTOM
2"x7"xO.062"xO.12O" SELF MATING EXTRUSION
. IT
Vl
0.072* II as
:;1
A. - m 0lK • 1
36 p1L
h . S90 hM
S.. t97 hs
6061 - T6
Xis
SITCH WTH 1 /8 S1LS
• 2C at TOP AND BOTTOM -
22
:LF`MATING-EX•TRUSION •
fv
o�
Nil
A-219 h=
n-262W
LL
Q
® g
Go
x
b-2M.62h4
s
�606SSI
�F
O
T6
CC
LLI
2
LY
Ix
Q
STICH OTH 108 SLS
• 2C at TOP AHD BOTTOM
LLI
W
�V
a
2"x9"x0.072"x0.224" _SELF, MATING EXTRUSION
b � w
II II\I I Ma
A - 137 0 _ bt ARS a•
S.. 6.77 its
la - 1.64 p-LE 6063 - 76 - T-
d Y A-a63 w.2 x - h. 151h
RT - 038 p1O S. - 271 h3
x 6h . 220 hM 6063 - 76
5 T 60 - STITCH ord 1 18 S9S.
6063 - Ts 6 a07f 4 r SIIRH 3101 1 /8 O 2C at TOP AND BOTTOM
p,O67 D BOTTOM
Q0S5• Y � • 2t O.C.TOP AND BOTTOM
STITCH IITH I jB SMLS
• 24' at TOP AND BOTTOM
2"x4"xO.055"xO.12O" SELF MATING EXTRUSION 2"x7"xO.062"xO.135" SELF MATING EXTRUSION 2"x9"x0.072"xO.310' SELF MATING EXTRUSION
sm
3 a
OF 3