Plans 547 Pelican Key(vault) 1V���LV'�.' : . �), 311-
W PEF&e7M MSABER
�Wl PEF`I$I6IETER NO*01
pit"crfw-mj
KFu4s nNpr-mj
PS"-.1-ER L*3A3ER
CA13LE CONNECTION
w -CABLE CCNNeCTlON IDETAL 1 Crtw-mJ
DETAL I ONprplj SCIFIEEN rf?ICAL
CAME:CONNECTM
?r 44L DETAK.I ScREM rfPICAL. CHAIR RAL OWICAIJ
SCREEN Ty CKAR RAL CrYPICJW cHAFt PAL crypr SEE TAME 3 T x 2*
SM TABLE 3 H 'r
SEE TABLE 3 1,
1. K-BRACING
r x Z' K-13RACHO GRADE (OPTIONAL) GRADE
K-BRACING GRAM (OPTIONAL) CABLE CONW-CTION
(OPTICINAL) -�r�CONNECTION DETAL 2(TYW-MJ
DETAL 2 CrmcmJ
CABU:COP&IIECTION t=
DE7rAl-2
TYPICAL DOME ROOF ELEVATION
%TION w
cc
TYPICAL MANSARD ROOF ELEVA
TYPICAL FLAT ROOF ELEVATION
cr-
PUXm crfw-w
AUA4NLJM BEAMS L DIAGONAL ROOF BRACING w
SEE TABLE I OR 8 1
SEE SCHBAATIC PLAN <
cr-
ALLIAINLIM BEAMS U-
SEE TAB[E I OR a ALUMINLIM BEAM
K-BRACING5 SEE TABLE I OR 8
DIAG()NAL BRACING (OPTIONAL3
SM.19MEMATIC PLAN
DIAGONAL ROOF BRACING
SEE SCHEMATIC-PLAN SCREEN TYPICAL PSUAETER WALLS FRAMING
PURUN K-BRACING SM TABLE 3 OR 4
K-BRACING (OPTK"U-) PERIMETER WALL FRAMING SIZE r x 2'TYPICAL 71�
(OFTIONAU SEE TABLE 3 OR 4
3CREEN TYPICAL SCREEN TYPICAL AUJMN-#A COULAMANSS TyPr-J
CA13LE BRACING ALLUNLIA COLLIMNS SM TABLE 3 AND 6 sw
SEE TABLE 3 AND 6
ALLSANLIM COUA*a w
SEE TABLE 3 AND 6 SW
r r TYPICAL
TYPICAL DOME ROOF ISOMETRIC ra
Isomfmc
TYPICAL MANSARD ROOF
TYPICAL FLAT ROOF ISOMETRIC
uj
U.
(D
0
ryplCAL NOM9CLATLIRE FOR SCFONM ENMOSUREM
d
SMEN PANEI.SPACING ca
MAX"_"BEAM SPAN WITHOUr KFEE BRACE, ADD H=()NTAL
LENGTH OF KNEE DRAM TO SPAN FROM TAKJM TW DE"IS AM SPAM M40WN ON TIESE
LOAD FIEOUFeAENTS
MAXNLIM UPR04T H3GM gingAroEr
CJN 10 STANDARD BUILDING OWE IN7 CHAFM 16
-Sw-- WE WALLS CAN BE FRAkt3)-WMiOLlT TOP BEAM AND INCUJDWA SSM 14-93
BE SMALLEST EXTRLsIONS ALLOWED By SPAN TABLES 2)BOCA NATK)NAL BUILDING CODE 11M
NM WE WALL CABLO ARE FEOLWC=D WHEN PROJECTION 3""EXCEEDS 3)TEXAS DWARTMENr OF IINMAWCE WHATOF#A
2r.(r TKN MOvm(1)CABLE KR EACH 3W Sa FT.Of!WALL AREA
SHEET
UNLESS NOTED On*3t*,SF WE&0ABERS pM Appp4pRATE TABLES NA&e
ADORE-0-9:
MAYR40 FOR ONE PGVAT ONLY OF 10
opTm&L Posmom OF TOP RAL
%ITH r x 7
NOM mW"POST SM ARE RE0JRED f0TE: MFWUM POST SIZES ARE REQUIRED r x r AND'r x r MAY 13E ROTATED
FOR EACH BEAM SM SEE TABLE 6 FOR EACH BEAM SEE TAKE 6 TO RECEIVE 3CREEN
00 BEAM NOTCHED AROUND
r x r x ODW
T x r SNAP SECTIONS ATTACH TO
r x r wrrH *io x i-vr SALS,0 2C BEAM NOTCHED APA)UND
OR CONTWUOUS SNAP SECTIONS 2*x r x 0AW IF, 0 0 01
r x r PURLM ATTACH TO BEAMS a 0
a 0 J@
vwm C2) *lo x i-vr SHEET METAL
SCREWS
SELECT FASTENER SM NUMBER SELECT FASTENER NUMBER
SELECT FASTENER SM NJL43ER
T x r OPEN BACK FASTENED TO AND PATTERN FROM TABLE 8 AND PATTERN FROM TABLE 6 AND PA.TTERN FROM TABLE 6
POST WTTH(2) *10 x I-Vr S.M-& 0
POST d
SEE TABLE 3 OR a x
x x LU
cc
cc
co
LU
SLOPING BEAM TO UPRIGHT 2* x 6" BEAMi TO 2* x 3' WRIGHT 2' x 6' BEAM TO 2' x 3' LPRrz&ff cc
CONNECT104 DETAIL (FULL LAP) CONNECTION DETAIL (FULL LAP) U-
CONNECTION DETAIL (PARTIAL LAP) m
z
r x r p.FtM ATTAC�TO BEAMS
BEAMS WrrH(Z #V x I-V2' SJA-lx
r x r MAy BE FROTATED TO
ACCOMODATE 3dF43N 00 .0 r x V SJA.B. L4
r x r DnTL*lo FASTENED TO a 0 0 a CL
BEAM NOTCHED AP40UND 0 r x tr SJAJL e
r x r Wmi*W x l-V7&K& CD
r x r x Q044' AT 2e 00 : 00 ol r x r S.MJL
0 0 0 0 2'x Ir SJAIL < 'L
1 — M alto
OEM 0VERl.AP$ONNECTK)N OR 0 0 , 0 0 7 x V SJAIL uj I �1 i
@ GUSSET g.w g
Q x
Nom MFSJJM p=gg=AM RECAMED
FOR EACH&��,49M SEE TABLE 6
SELECT FASTENER S=NUMBER
AND PAI a ERN FP404 TABLE 6
2-x 3-UnVaff jKffT BE NOTCHED K x x
GIUSSETT PLATE GMT OR GREATER FOR r x r noolF KFILINS 9
�AN 0 2 fz;?-3
SELECT FASTEMP My-NA49R
x AND PATTERN FFROM TABU 6
2* x 6' BEAM TO 2' x 3" LJPRKVT CONNECTION HORIZONTAL BEAM TO WRIGHT
WITH GI.ISSETT PLATE DETAJL (FU-L LAP) CONNECTION DETAILPARTIAL LAP)
10
AN
SELF MATM BEAM
SUPER GUTTER HOST 3TRUC`TUl:E SIZE VARIES
...........
2+SPACING 12 3 2+SPACING 12 71V FERRULE WITH 3W x 8*
LAG SCFEW3 0 EACH BEAM
SET SPACING SET SPACING
r x 2'x 0Df&ANGLE WITH v4!x r LAG SCREWS 2,r CuC.
(4)#8 x Vr 3.143.EACH SIDE
STRAP LOCATION FOR SLIPER GUTTER FEDFORCEMENT TO BEAM AND SUPM GUTTER
OPTIO HAL NTERNAL CHANNEL
ALTERNATE TRANSOIA UPFXW 1�
W #6 x V7 SMS.PER STRAP vr x$-31e x$.We x 1-we REECEIVIW CHANNEL
0 EACH BEAM 2-vjr x r WITH(3)#6 x Vr
r x s*x oAw STRAP 0 EACIO TAIL CUT OFF BEAM OPTIONAL SUPER GUTTER SM3.EACH SIDE OF BEAM
SELF MATING BEAM BEAM CONNECTION
vv r w
3 :AM
W:E 7VA R E S V4*x r LAG SCREWS 0 2e Q.&
MISIMM AM EACH$TRW MAXKM DISTANCE TO HOST
STRU07URE WALL W WITHOUT V)
SITE 9PECM ENGMERING w
cc
D
TYPICAL SELF MATING BEAM AND GUTTER CONNECTION
D
cc
co
w
omposiTE 2 3 EAVE RAIL
MPER GUTTER a:
LL
I
7 x OMT ANGLE WITH BEAM - SCREEN ROOF :3
,X x Fo--0-±�
(4) *8 x Vr SktS.EACH SCE 10 0 1 POST TO BE"FASTENING z
TO BEAM AND SUPER GUTTER T 0 0 PER TABLE 6
10 ol
RECEWING CHANNEL SCREEN UAY FACE N OR OUT)
2-Vg*x T WTTH (3)#6 V2' t
SMLS.EACH SIDE OF BEAM
45'TYPr-&.L
MAXktM DISTANCE TO HOST POST SELECT PER TABLE 3
STRUCTURE WALL 3(r WITHOUT
SfTE SPECIFIC ENGIN133VNG L4
SELF MATING BEAM CONNECTION TO SUPER GUTTER 3F LEW OF KNEE
V-V x r LAG SCREWS 0 24*
OAAX)AND(2)*EACH STRAP
V4' 2'LAG SCREWS #24! a
c:
WAX)AM W 0 EACH STRAP 0)
r STRAP- LocATE Am FAsTw C13
r wvE x aDw OaQ STRAP PER IXTAILS PAGE 5 --o
SPACING PER LOCATM WTAL C23 EACH 15d NAILS OR EA041 uj
#U SCREWS AT EACH RAFTER RIEQUIRED KNEE BRAM (D
Lft 7x Zx ODW SaE AID Ir SUPER GUTTER
W #8 x r SCREWS EACH FASTEN PER TABLE 7 0 x
BRACKET 0 2
V4'BMT 0 2-C OUC.MAX AND ci
SELF MATING OEM 0 0 FASCIA VdTM W OF EA04 POST FASTEN 0 IL
SM VARIES 2 x 2 TO POST WUH W EACH 0 2
*V x&M�S.INTO SCREW SPLINES
t
45'Typr
OF
T11, R
0
@ T x r x OMZ FILLER ANGLE KNEE BRACIE ATTACHIAWT NO MORE
CALLOWABLE ONLY WITH FKW THAN W ABOVE TOP OF OMER
ANGLE3'LESS THAN 23 DEGREEI�-
RE-CEIVM CHANNEL IF TO W N Ir ROOF 3LOPEW USE ANGLE EACH SIDE FOR 2 x 2
2
-vr x r WITH(3) 06 x vr TO POST CONNECTION WITH
3MS.EACH SIDE OF BEAM MAXIAM DISTANCE TO HOST HOLLOW POST
SE
STRUCTURE WALL W WITHOUf $AAXMJM DISTANCE TO HOST SEAL
P.T.LUMBER BLOCKING SffE SPECIFIC ENGF433WO
w"3vwgm wrHOO REQUAIM r x r x O=r ANGLE EACH WE
FOR aLcem a 6*N Ul*EACH NOTE: 010 MAY BE SUB3TMnW POR W EACH " SMS.EACH LEG INTO ME SPISCM ENIGINIEEMO
OEM CONNECTION PONT #8 SCREWS. K&TIPLY NUh*Xffi POST AND INTO GUTTER OANJ
OF FEQLW;ED #6 SCREWS BY
FOR REOU�l *v SCREWS 5
TYPICAL SELF MATING BEJkM AND GUTTER CONNECTION SUPER GUTTER J .RISER (OR TRANSOM) WALL FASCIA
CIF 10
OPTIONAL CONCRETE CAP BLOCK OR BLOCK ANCHOR ALUMINUM FRAME TO WALL OR
r x r OR 2x 3'POST 3LA13 WITH V4'x 2-Vr MASONRY ANCHOR
ANCHOR T x r x GOW PLATE TO WITHIN W OF POST AND 2r Of–WJ(AIUM
W BAR AT COANERS AND V-4r O=jm FLL
CONCRETE WM4 VV x 2-Vr CONCRETE M 414 BAR CONTINUICIUS
ANCHORS WMIN V OF EACH WE OF CEI AND KNOCK CUT BLOCK TOP 0OURSE ir x V x Ir BLOCK WALL(MAX 3"
EACH POST AT 24,of–MAX OR THI:IOUGH V'r wj&-TER THRu-soLTS WITH.3000 PSI PEA ROCK CONCRETE
ANGLE AT 2,r=MAX
Jim
DECK OR GROUND LEVEL (2)"BARS MIN.2-V2'OFF GROUND
r x onwmm
POISON FOOTING OR MONOLITHIC
,0
'd IF MONOLITHO SLA13 15 USED SEE NOTES
OF DETAILS BELOW
MIN.3-Vr SLAB 26W PAL CONCRETE VAPOR BARRIER UNDER CONCRETE�
a x a- 10 x 10 WEL.JDED WIFIE MESH OR
FISM MESH CONCRETE KNEE WALL FOOTING FOR SCREENM ENCLOSURES
POST TO PLATE TO CONCRETE DETAIL
ANCHOR T x r x 0AW PLATE TO r x r OR 2' x 3*POST
CONCRETE WITH V4!x 2-VV CONCRETE r x r x ver ANGLE EACH SIDE
ANCHORS WITHIN V OF EACH SIDE OF
EACH POST AT 24!CUC,MAX OR THROLIGH ATTACH TO POST NO CONCRETE-AT StW GALVANZEID'ALLTHREAD'OR w
LOAD BEARING WALL WITH(2)MIN!L cc
ALL.114NUM FRALOE SCREEN WALL
A
L,
ANGLE AT 2,C CLQ MAX *10 x VZ'SAtS.EACH SIDE
OR FASTENED TO CONCRETE W!TH
111READALL Ek*3MDM IN OCINCREM
APPROVED CONCRETE ANCHOR AT 2e ROWILOCK D
r x r EXTRUSION O.C. MAX AND WITHIN Or OF EACH cc
4 LPRIGHT OR APPROVED ALTERNATE
4
V4' x Ir RAWL TAPPER THROUGH w
V
MR 3-VT SLA13 2500 PAL CONCRETE VAPOR BARRIER UNDER CONCRETE-
'r x Z'AND ROWLOCK.INTO FIRST <
a x a- 10 x 10 WELDED WIREE MESH OR BRICK KNEEWALL a:
F93M MESH CONCRETE COURSE OF BRICKS TYPE 3 MORTAR REQUIRED FOR U.
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL r O#OMINAIJ PAno CONCRETE SLAB LOAD BEARING BRICK WALL
WiTH a x 6- 10 x 10 WELDED WIRE z
WESH OR IBM NESH CONCRETE (1)#5 ELARS WffH T OOVER
CrYPICAL)
ANCHOR T x 7 x 0.044*PLATE TO ALTERNATE CONNECTION OF SCREENED
CONCRETE WTTH V41 x 2-V4*CONCRETE ENCLOSURE FOR BRICK OR OTHER NOW
ANCHORS WITHIN ir OF EACH SIDE OF 7 x 2' OR r x 3'POST FOR STRUCTURAL KNEE WALL. w mi
EACH POST AT 24*aQ MAX 2'x 4! AND r x Ir SELF- r WIDE x 0.06T STRAP AT EACH POST
MATING BEAM ONLY FROM POST TO FOOTING WITH(2) #10 x
3/4* SAS.STRAP TO POST AND ('0 Ve x
1-3/4'TAPOON TO SLA13 OR FOOTM
Ld
r x r EXTRUSION CL
4 s
BRICK KNEEWALL AND FOLMATION FOR SCREEN WALL(S)
Wk 3-VZ M-48 2500 PJU CONCRETE
6 xa- lox 10WELDECIWIFIELEMOR
B,ARRIER UNDER CONCREME CD
VAPOR
FIBER W-SH CONCRETE M
LLI
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL ALIAgam STRUCTUI:IE FOOTM
2500 PSI CONCRETE WnlH('0 #5 BAR OON7r-
k4NIMUM 2-VT OFF GROUND
(10 06 am OoKr. m 65 aA*OONT.
r-(r mN.
BEI;ORE SLOPE
(D
3-Vr
RIBBON FOOTING TYPE I
N 2 1
ti
TYPE I TYPE a
TYPE STEEP SLOPE FOOT14
FIAT SLOPS I NO FOOTING mooeRATE SLOPE F007M
Ir-
0- rtir rnr- *,r-tr
NOTM L No FOoyM RECLXVD EXCEPT WHEN ADORESSINGI EROSION UNTIL THE ROOM
EXCEEDS W-(r. ROOMS GFISATM 11-11AN W-O'USE TYPE I FOOTM n —k ALUIANUM STRUCTURE.FOOTING PSEAL
I POOTW3&VjjL BE WL 2,.;Oo pM CONCRETE WrTH SxG-0010 WELDED WIM 164ESH J- 2500 PSI CONCRETE WITH cw *3&4A CONT.
k*AM 2-Vr OFF GROUND
OR MESH WAY BE I IN LIEU OF MESK TMT
3.IF LOCAL BUIIJ)*G CODES PEOUIRIES A&&&JIUM FOOTING USE TYPE I FOOTM OR J
FOOTM SECTION REQUI11:11ED BY LOCAL OOOE. LOCAL CODE GOVERN& IT--� . 7
RIBBON FOOTING TYPE I
SLAB OETALS ADDRESSING EROSION
Cle 10,
Table 8: Amovable Spans For Primmy Screen Roof Mairlbers Table10: Allowable Spans For Super GtHtter and Self Mating Beam Table 12,: Allowable Loads On Screws And Bolts
Altjiininura All""63 T4 Screened Enclosure One SidtqfSolid Roof Other Side; (As Recommended By Manufacturers)
for areas of W 1A.F.K wind leads and areas north of the latitude of 30' Alumintarn Alloy 6063 T-6
(Joicksomillie.Rod")that am subject to ke an an screen and a wind loa4L n am pan Self-Tapping and Machine Screws Allowable Loads Tensile
. co�e a-w- Strength 56,000 pol;Shear 24,000 psi
Hodow sections As ftams 4-41 1 4-11 1 6-111 1 O:r I I-U N-u Beams And 10-on 1 12 4 18*-0 1
PAgwovie at it" L. 6"Super Gutters 112 Beam Span Screw Single Shear Mubft Shear Withdrawal
Diameter Ift.) -(11144
o-u -X- rp-I X 6W X 0.099w-yr.m- IV 16--1- '-TY-7- too
-T--r--7Tr- 1
Ratio 2-x 7W X OAG2
Z-x a XQAIV 9X0.012 xQ224" -2ZW"- ZI.-o- 912 bib -rT5=---7mr--
1z X4 XUASU r 1 23--1 22--4 144 1.400 ---3Fr-
Z"X 0.224
2-x V x uurr1x-F-T`!V--79':31-27CTT- 24'-9" 23--11 I.b" Jou
LANG VVKM VV ---Sng--1.4si Z.bub bXb
Se"ating Sections As Beams J-Q 1 4-0 1 3:9 1 O:r 7.0 0:9 r-vw- Vzo
PAWWA9111 Often 16.
lithe solid panel is grasterarless than iw4r."n IV2 the allowable screen roof beam span
shell be adjusted bylhefacbrof+1-2xi/2(the solid rpo(panel span difference between the Wood Lag Screw Loads
Z-xb x"Airp XQAJU d"i 73-3 -TV r 10-1 SCKW and 101-0').The adjustment to the a Using Southern Pine S.G,0.55 or EquWalent 1412'Thickness
z X, XU.U%Z X9.1,99 It-i Screw Single Shear 0ouble Shear Withdrawal
Z-X a-x U.Ulz-x V.Z acr For Span of"L"Of Beam:Use Screen panel%*Adlh W From Drawing.
1 Z4 3w-2- 33 TT--=r--7r:r--75--4 23-11 - Diameter (ft.)
lz-xV-XW.%,#4 zv,�Jii -117:5---47-r----33"4--JuIr-_7111:51- Load Span-If2 of Screen Beam Length+1/2 of S01Jtd RoofSpsn.
Ix xv XV.W#4 xv�- XT=r--Tr-TU--77-3---3 -7--jrir- 174-- 110 Zib jvb
_r a Example: 22'-0". ---3RT- 210 J:P* bZ4
LoadwIdth. VV 44-W(Screen Roof Beam Span)/2 ----3X- 4ou '],
Snap section Beam Spans J-0 4-u 1 6-u I b-U I I-U I 4.0 I V-u I OW(Solid Roof Panel Span)12-51-0'
PAGwai:oie"F an L For 2`x 6x 0.050*x 0.120*Self Wling Beam and 4-Sutper Guftf MaAmum Span rTrqm"l
Concrtte Screws And Bons InConcritte.Brick orC- U. LLI
Z X Z X 9.UIA I b-I 0-1 The solid roof panel width is 12'-0-: (Embedment Must Be a Minimum of 1412"Thickness With 1-114-Firom Edge)
-z--K3-X-vA4b 1i --1- 0 J- The allowable screen roof panel width will be(.)(2 xlW(12%101)-+2*
to-J - -7- - Z.UUUX Looncrats iNuum tAiricrete,
Z X 4 X UA45 1-0 -TU-Tv--17-T--7:6- To select the required Super Gutter and beam.add:?110 142 the screen roof beam s pan a nd row
2 x b x 11.4141,4 ---5 C,V,. 1 19-1 -T7"3---TF--1 -T5=. read the Super Gutter and Beam allowable beam s panNs in that column(i.e.N the s creen roof ter Tons ion(tbs.) Shear Tons ion(lbs.) Shear Q
2 x I XU.U15 31-5 1 27-2 1 --,vr7- beam span is 361-0-then enter the table from the top uJ
114 IV J19 82b Jbz cc
(1/2 x(361-21 z 20'-0' 1
For span'L'of beam;Use screen panel spacing W 511 b atio C0
Example: 1.441 1.44J .110 I.Dui
9 Beam Spacing(Load Width WJ-6*-V. W
lola4murri'L"for beam 2'x4'x0.044'x0.I2"S.k8. M
Above spans do not include length Of knot brace.Add hon-13-=Wngth ofmoo brace to above spans for Tablell: K-Bracing Fastening Schedule Aluminum Rhvts with Aluminum Mandrel <
lotal boom spans. Number of#-10 X j14-; Screw cc
maximum $JAZ.Kiliquared Tension(lbs.) Shear LL
Pudin spacing she#not exceed 6'-8"(40 xweb thickness). For boom sports grealerlhon Aa-O'IM boom WatlWkfths Cornerl-ost CNagonals(Ki lmer-m-@RiaV-Corner Pos Puito'w- -Diameter
at the center purtin and am purfin for each il)'-O"on each side of In*conter ptirfin shall include lateral le TOP per End post(gp Cdjo�llr Rall Q=SoftomSole Plate Iib-, 129 Ito
---T- ---s7s2- lot I
bracing as shown in data Tffu- jib
SU, Aluminum RKvts with Aluminum Mandrel
bu.0 o J Screw <
Table 9: Allowable Spans For Secondary Screen Roof Members I I Tension(lbs.)f Shear I
Diameter
Aluminum Alloy 6063 T-6 Ma)dmum Front"all Height I(Y-Cr 1/3- 210
Fortress ol'140 MPHwind load]andareas nonhofthe latitudiliol30. Use FrontWallWdlh When Determining Number olSJAW For The Sidi Wall K-Bmcing. ---3rs7--
(Jacksonville,Florida)that are subject to ice on screen and a windload. Use Side Wall Wdth When Determining Number of S.FAI§-For The Front And I Or Back Wall J4u
------37TU-- 44b
K-Bracing.
Section Purfins Fastened To Beams With Clips
6.00' 6.66 Single Shear Screws Fy=36-40 k.s.i.Yield Strength i UJ
All barrel lengths:Ceius industrial Ouality. Use manufacturers grip aJ;
Load Wiaffr---F-u-rN-n-1;pacing Double Shear Screws Fy=50-54 ks.i.Yield Strength
Hollow Section Purlins 3.60' 1 4.00' 1 4.SO' 1 6.00 1 6.50
Mlow2ble 5pan-'W-
range to match total wall thickness of connection. Use chart, To Select
-2w`xx 0.044- -11
7' screw U.S.rivet substitution of anchor specifications in drawings.
2 x 2 x 0.050" 11-11, 9-3' ll'-g' -11' T-7'
2"x 3"x 0.060- 1310" 121-2- 1 lbr-s"- -11 C:
2-X 3-x 0.070- C
15'-6 14-0 a:
Z-X 4-x 16'3 1-72 - 1 - ) I�
33 M
VNpacing
Snap Section Purlins 3.50 1 4:1110 1 4-SO' 5:00 1-5.69 5.Ug 6.6b Al
ASIDWaDW QPan VV
7--X 7-X QXXX-- V--5 I a.-Il a.-b 5--2 I.-V
0.045" 14-W lJ-z 14-Z 11-ir 11-Z lu-bi lu-'d
2 x 4"x 9.045" 11-0 10-0 lo-f 14-V f 14-1 -iiti I't-V
S*ctkm Purlins Fastened To Seams Through Side Into Screw Bossou d
Una wialfra PUFlin"opacing a.
Hollow Section Purgm 3M 1 4.419 1 4:59 1 S.Ou 1-b.50- 1 6.00- 6.6b AN
Allowable Span,VY
2"X 2 10.044" a--Il- I a--b- I a-l- I--V 17-4
2"x2 10.050 lu'-3- V--y- V--J- - u G-b o'-I
a-lu
147-1 -T37-1- 17-17 17-2- 1- 11,-1- lu,1
TYT EE�T
Load width a PurW.Ppacing
Snap Section Purling 3.50, 4.Zg�� 4-50- 1 b.541 I b.00
Jiulowab!!!71, SEAL
is Span VY
-r'x=X QX44- TTTrr-T-Tr,-�� 113-6 1 lu-u
ForspanWofpudin:use Pullin spacing
Example:
9 pudin spacing - 41-0'
Allowable'W for purfin 2"x 4'x 0.05W Hollow Section Purlin 9
10.
Cf:
.0 q
LLd
10
G)
z C=)
iqod q)(z
c:9 X:
en
cw�)
1.0 ILL
en
so.-IN --Iw
E) .17.V
ul N
N) -,q
Lo
A
k'A
43
43 <
.10 ILL 4)
4A
en rt
4)
QD
wqq vyz
Gj
eo
Ck
Qj
4A
C= Cn
-j iqod -r-,)(z
Ld
cn
44-
igod 51-yz 4A
C>Ll
CE M
R�:: C:)
en C�o
-Its
3
Ok C=)
4-1 2)
pop
Tm
110 ILL
43
Ok
NOTE MATCH SLOPE AND EXTALMON
30E AND SPACIN3 FOR
WALL BELOW
mmue(rwr-40 J�W- NaM MATCH SILOPE AND EXTRIJWN W
SM AND SPACM FOR PURLIN MrCAL) CABLE CONNECTION
WALL BELOW DETAIL I(TYPr-AL)
CABLE CONNECnON ALL&09M BEAM ScRem TYPICAL
DETAIL I(TYPr-W SEE TABLE I OR 8
SCREEN TYPr-4L CABLE CONNECTICH
CABLE CONNECTION SEE TABLE 3 H 4d DETAIL 2(TYPr-AL)
SEE TABLE 3 H DETAIL 2(TYPICAL) z T x r TYPCAL
'r x 2'TYPCAL GRADE
GRADE
----- -------- IN
c*
w
cc
TYPICAL GABLE ROOF ELEVATION TYPICAL TRANSVERSE GABLE ROOF ELEVATION
SIDE WALL CABLES Al:lE RECkXVX) NOM SIDE WALL CABLES AM REOLFIED
WHEN PROJECT0N-SW EXCEEDS WIEN PROJECTION'3W EXCEEDS <
27-0'TI-EN PROVIDE(10 CABLE FOR cc
2W-(r MIEN PROVIDE(1) CABLE FOR EACH 3W SCL FT.OF WALL AREA U-
EACH 3W SOL Fr.OF WALL AREA DAGONAL ROOF BRACING
L SEE SCFEMATIC PLAN
RISER WALL L PLIPLN CTYPICAL3
K-BRACING
PURLINS OYPCAU (OPTKX4&j RtSER WALL
ALLIMP&M BEAM > AUMNUM BEAM
SEE TABLE I OR 8 ><
DLAGONAL.BRACING SCREEN TYPCAL -1"', SEE TABLE 1 OR 8 Lw L-
SCREEN TYPICAL SEE SCHEMATIC PLAN PEFJAETER WALLS FRAJ&4 Q6:
r x 2'TYPr-#.L SEE TABLE 3 OR 4
AUMNIJM COLL&M TYPICAL
SEE TABLE 3 AND 0 ALUMINLU COUR"TYPICAL
MING
PERI&-TER WALLS FRA i SEE TABLE 3 AND 8 SW 'e 't
T x 2'TYPICAL
SEE TABLE 3 UNLES3 OTH�SE NOTM SIM
L43A3ERS PER APPROPRIATE TABLES
dh x
TYPICAL GABLE ROOF ISONETRIC TYPICAL TRANSVERSE GABLE ROOF ISOMETRIC
d,
JAN 0 2 2z
d
a
A
N 0
SEAL
OF- 10
I-VT x I-V2*x QDW ANGLE
EACH WE OF CONNECTING WAkA
7 x r PUMINS ATTAW TO BEAM WITH SELECT`FASTENER NUMBER
*0 x$-V2'SHEET LETAL 3CFEW3 AM SPACING FFIC&I TABLE 0
0
I-vr x I-Vr x QDW ANGLE 0 .010,
EACH SIDE OF CONNECTING BEAM 0 PRIMARY BEAM PfVMARY OR CAMM W.AM( 0 0-- 0
WITH 9CREWS AS SHOWN 0 SEE TAMA I OR 8 Scm PER TABLES 0 E 0 @-0 a-0 0-
0 E 0
0 1 0,
CARFAM OEM SEE TANS 5 1 T T PER TARBLXE 6
MINWM "SAS.x 31-C LONG MIAMUM SPACING
NLNKIR REOUIRED EOUAL TO BEAM DEPTH WMAUM*6 SALS. x 31-C LONG
NUMBER REOLVIED EOUAL To WjW DEPTH
WTE: EXTRUSIONS WITH ff!"ERMAL SCREW BOSSES HOST STRUCTURE MASONRY OR FWAMED WALL CUT BEAM TO SLIDE OVER EACH OTHER 03
MAY BE CONNECTED WITH(2)#10 x I-V7 3ELEcr FASTENERS FROM TABLE 04 OR CUT FOR GUSSET PLATE CONNECTION LU
cr
INTEF*ALLY Q%ATE INSIDE BEAL40
cr-
CARRIER BEAM TO BEAM CONNECTION 13EAM TO WALL COMNECTION TYPICAL SVE PLATE CONNECTION
LU
cc
U-
PLFLINS PER TA13LE 2 OR 9 PLATE TO 13E SAME
THICKNESS AS BEAM WEB
SPLICE TO BE LOCATED V4 TO V3
BEAM SPAN AND STAGGERED EACH PLATE CAN BE W-ME OR
(4) *10 x I-V7 COFIROSION SIDE OF SELF MATING BEAM OUTSIDE BEAM OR LAP CUT'
RESISTIVE WASHER HEADED SCIREWS d--W d-ZT
r
IsTERNAL BRACING 2' x 2*x 0.1W ... . . . . . . . . Im"AX
PATT"
EKTRUDED ANGILE T-6 ALLOY mcp"E
TRIM V4'OFF LEG BEAM WIDTH +
+ + + + + +
4
d-HEGHT OF BEAM U4
BEAM SPL.JCE &VJ.L BE W*AUM SELECT FAST94M SCIE. NUN8ER CL s.;
d W H8GHT AND SPACING MOM TABLE 6
2 x(d- -901 LENGTH
c
<
TYPICAL BEAM SPLICE DETAIL MID
AM
(D X
INTERNAL,SPACING Z x 2'x MIM is
EXTI`IU0W ANGLE T-6 ALJLOY d
LATERAL BRAC14G DETAL TM V4'OFF LEG BEAM WIDTH (4)*10 I-V2-CORROSION 9 :
FE-NSTIYE WASHER IlEADED
(FOR SPANS GREATER THAN MY-01 3CREW3 JAN 0 2 1998
v/,�
LATERAL @RACING DETAIL,
(FOR SPANS GWEATER THAN W-0")
.. 4
C)f 10
EAVE RAIL
POST
(0#1D SAM*AM)
00 r x 2'x QOW BRACE Q1W RATE OUT ON 45 ANGLE
0
00 *0\no
0 4*3:4'x ODW PLATE
00 0
- 0: 0 00 0 0
PO!rr 0 00
r j:r x 0JW 8R.ACE CHAIR RAL 00 Vir x I-V2'x Ir FLAT BAR
00 EYE--8OLT C.P.OR S.S.FOR CA13LE .0
00
0 00 3/3r DUL STAMESS STEEL
POST BRACE PERFAETER FRAMNQ 1019ABER
r x r x OD4.0 SPACE co
LU
0 1 x 2 SOLE RATE TYPICAL CABLE CONNECTIONS AT CORNER - DETAL 1
0 0 0 a D
MN.3-Vr SLAS 25W PM CONCRETE
V4*x I-V4*EkSEDMENT 6 x 6- ID x 10 WELDED WIRE WIESH OR
EXPANSION SOLT 0 2e O.C. NOM SMWALL CABLES ARE NOT IREOUIRED ON 46 TYPICAL FEIER IAESH CONCRETE w
CAGES THAT DO NOT EKTEND MORE
\o o
. \0000000
0 0 00'o
00
eo 000T
PANEL WIDTHS OR 2W-(r FROM THE <
MAN STRUCTURE END WALL CABLES ARE cc
T V ��\\4 d U.
MF SOMIE d
T H W-
ORE MMMWIDTH OR 4
lr-(r FROM THE MAN STFLCTURE
THE USE OF BLIND OR fITEMAL SCREW >
CONNECTIONS IN THE CONSTRUCTION OF C)>
SEE TABLE 11 FOR REOUIRED OUAN1TIY SCREEMM ENCLOSUFFES 15 ACCEPTABLE. 'd
(1)PAIR OF CABLES REGUIRED FOR EACH j
OF *V x 3hr SHEET$01ETAL SCREWS 300 SCL FT.OF WALL AREA
K-BRACING CONNECTION DETAILS
TYPICAL CABLE CONNECTION AT FOLMATION DETAIL 2
PANELS I ajDAWM UmBRACED BY MOST HOST STRUCTURE
STRUCTURE TO BE BRACED BY MAGONALS ELEIWIENTS BRACED BY DLAGONALS
IN PERP&-rM PANELS OAK) NOTCH ANGLE CPTK)NAL L4
ELEMENTS BRACED BY MST CABLE OR K-BRACING
STRUICTUREE CONNECTION (IN WALLS) MAT REIAAIN FOR ANGLE STRENGTHj
..........
. ...... .......
...... .. .. ........ .....I
..... ..... .... 0 c:
.. ..... ... 2'x 6' SELF MATM OEM I.WTH
...... ........ ......
............ .... ............ MN"M r x y x ODW(91R PER 0 (4)#10 SHEET METAL SCREWS AT <�:'L
I I ii 11 - in o a
BEAM TO W&M POST EACH ANGILE EACH SIDE I E
BEE TABLE 0 Ld I I I
CANTILEVERED BEAM x
CONNECTION AT WALL DETAL oil
BEAM ANDIM (END VEW
rx rx aor x w-Am mMVH+V'
ATTACH ANGLE W TO FAOCIA WITH OEM TO WALL CONw-cnoN:
2-W LAG SOFEWS AT EANCH ANGLE
0 =Xea C2)r x r x QoW EXTEROLY MOUNTED ANGLES ATTACHE3b To
CAME OR K-811ACING TYPICAL LAYOUr- DEMO OR PUK INS CAME OR K-OPACM WOOD WALL WITH WEAN CZ 3W x r LAO 3CREW3 PER%M
04 WALLM 04 WALLS) MK r x 3*x ODW SA&9�- OR W V4'x 2-Ve OONCFIEfE ANCHORS TO CONCRETE OR
MASONRY WALL AM OD ANCHOR PER SCE FOq EACH INCH C&
ZM OAto ROOF DLAGONAL.MEET WALL (4)#V SAM AT EACH AMPLE
AT WALL simcipa AT CORNERS CrYPJ EACH SIDE A a BEAM DePTH LARGER THAN T
CALTEFWTE)tO 1-3hr x 1-3AV x 1-3/4*x V1r INTERNAL
EACH ovaoNAL To BE FASTENED EACH ti-CLJP ATTACHED TO WOOD WALL WTTH L41K(3)3Ar x V
END WITH(2)EACH M SJA&"0 A-WIDTH FEMIRED FOR GUTTER LAG SCREWS PER SIDE OR CX V4'x 2-V4'CONCRETE ANNiCH%RS
POOL ENCLOSURE DIAGONAL BRACING A TO CONCRETE OR MA30NRY WALL ADO(10 ANCHOR PER 30t pM -IMT
SCHEMATIC PLAN VIEW 0-OVEF44ANG DOA34SM EACH HM OR OOIn.1LEVERED BEAM 08"LAMM TK4X 3-
q3OoL ENCLOSLA:tE SCREEN ROOF MAY BE FLAT, 6
GABLE, MANSARD, DOME, OR HIP) CANTILEVERED BEAM CONNECTION TO WALL AM FASCIA DETAL
of: 10
jj oil Table 3: A$19"b $4welOON Members Table 5: Allowable Spans For CARRIER Beams in a Screen Roof
Table 1:
Aluminum Alloy 6063 T-6
areas wkliwlindlolidil less then 140 M.P.H.ind Aluminum Allay 6063 T-6 Tributary Load Width
WQ
Latitudes below LadUlido 30'North Load W I uprig v Single Self-Mating Beams 10-0 114-0 1111-U IZZ-11 12b-0 1JO-0 134-0 lia-0 142'-U 146'-U-150-0 13r-v-
Loaawksurl VV -1:14ambpacuill Hollow S*ctkm -T:r I 4'-U-- I :,--U AllOW3Die bpain L
MONOW Sections -TV-771:u-7 , A 09 W
Z X4 xuTSS-x-TTZ- 14'-d- 1 10--11 9'-11- !J'-I- � a-b 1-11 1-6- t'-;e b-1U b b�
b-4 71
z-a Z-x 0.944 IV-1- I 92��! W-0 I- V'-Iu- 5-0 1-( _0-11 b Z xb xu.utl*- xu.lz-- ZU-4 I I--J 17-9-1 12-5- =-n-T-=-b- 9,-1- d,-9-
I - - ---T -=-3- 18'-Iu' -Tul =TT-71:1-5--9-IT-_V-1-
-r-x-2-x-WZW- x J"X 9.0ba 5--4- --77- V-1 b'-Z 2' x 7 x TUS7 x *_T7
-Tuj;- Z"Yj XUA10- --X a--x U.UIZ x U.224 Y-b- 24"-11-121-11
Z x j x 9.41541- IU-1 W-b 5.111-137 Z -t, 'j-,
Cr.
2 xj X9.019- 'ji T� .I I IQ-.0 Id.-V IZ-1 z-x 4-x uAbu- Ito.] 14-11 14--, IVA Z x5- XU.UI,4 Z/W 24--b -n--T--2D T5-TT'7779- TS A
10-11-1 lW-11-1 i - --- - X
Load W L Will-,;O,-Paclng I Z"x 9"x U.ul/ x
h&____jMjVOh -I UGAM spacU19
so 4"dng Sections V.0. I I Self Mating Sections Allowables Hielgg t'. Tributary Load Width
if able span P .x 0.120 20'-7- 117--.IQ- 15'-11- 1 1- �13'-6' 12.7' Double Setf-Mating Beams 1101-01,1114%0"118'.0-122-0 126'-0"130-0 134'-0 138'-0 142'-0 146'-0"150'-0" 154'-0
1w-lu- 16'-4- -Tr-7-- Z4-V ZZ-1 Allowable bpan"L"
s - 27.6- 25.0 mm- -T 70 19'-2 -fg-f- 2 x8 xO.072-75-M' 41'-8- 135'.3-131'-1" 128-1" 125'-10-1 24-1" 1 22-7" 121'-5 120-4- 19'-5- 18-8- 1 7'-11-
'r-x-7-TU62-x 0120 42--f- 1 1 iz-11- -3Df--jr-TY--7rT--7r7-- 2-x7 XOAGZ-3(0.i2O" ZI.1 'eq-j 22%.1 -IF--4 -TJ-1 15-
2-19 x 0.072 x 43--9- 43--7- 39,40- -%-Tor 2"x 9-x OA72"x 0.224" 4V-4 -SS'U- 32'-0 --29rr- 2'x 9 x 0.077-xUTr4- ;39--l- 34'-6-' 31-7- Ts--a- 26-5- 25-7, ZT-9- 22-7. 217 20-0 ills--11
12-x9-xo.072WX5 W- 2"x 9"X 0.072' X-TY' bV-6- 43--b- JtS'-4- J 4-0 J I-I I ZV--V- 2 V-I I ;eb-v 23'-11- 23.-U-- 22--;e-
.2240 -74 5"1 Jb jZ
,T-x r-.T.rff---024- 44--2 33'-5 -Yl-r-
1-67-F 54'-2"
48-5- -jy:g-
T-W-6- 60.3- 53--10" -TO17- 12-X V-X U.UIZ-X ujju 44=- Tributary Load Width
-9 ra-fn Xp a--w Load Width-UprlghV� pacin Double Self-Mating Beams
Snap Sections J-:5 1 4 41 -1 5'-0 1 6-0' 1 7'-0 9 Sn&pS*Ctions 7'-0- 11'.0" 91-0 with 2 x 4 SMB added
-K* to Top or Bottom 10'-0" '14-0- 1'18-0" 122'-0' 126-0 130-0 j34'-O"jW.0- j42'-O" 1465--0"150,
Allowable Span-L-- tS'-4.- -.I- _ (Perpendicular to Webs)
9'-2-
2-x z x 0.044 2-x 24 x 0.044 7-6 6-6' 6 Allowable 5pan"L
V,-1- 8--b- 0-u- - - 127'-11-12 '-11"
.9 9*-10' 2"x 8 x 0.072"x 0.224" 62'-6- 152'.10-1 46'-7- 1 42'-2- 38'-9- 1 36'-l" 133'-11 32-1- 30-6 129-2 LLJ
2-x 3 x 0.046 dej--V ZU-1 10.0 6'-1 13-0 1 -4 2 x 9' x 0.0 68--6- jb/'-11-j 51--l- 1 46�-2- 42'-6-- 131'-11-1 36--V ZT:6- cc
2-x A x 0.045-
17'-6" -irz-
2-xG xo.064- M`11- j -1 2-.6-xO.064x-,--2" -F47�-TJ�-1 ---- -- rr-X T-Tp-Z 7 2-x 0.3 1 lb4--10"I 49�-/- 1 4b-/-' I 4;?'-b" 139�-11-'j 37--9" 132--11-1 31-Z-1
.075- 45"-Z- 1 2'x 7 x 0.0 3- 1 3T.2- 40-V 1 T-T 0
��xinurn chair rail spacing is 6'8'0.c. Thus with chair rail @ 2 r-6e maximum wait height Example: D
Example: cc
If beam spacing W 4'-O"� without additional chair rail is Q'-Z'. If Tributary Load VAdth 30'-0'. Maxim urn-L'for a 2'x 4"X 0.044-x 0.12"Single Self-kUting Beam
x41xo.044"xO.12"Sel(-Mating 8 Abo%e heights do not include length of knee brace.Add wrtical leng of knee brace to above I--
Maximum-L'tor a 2' Sam 00 Abo%e spans do not include length of knee brace. Add horizontal length of knee brace to above spans 181 lotal earn spans.
interpolation of tables is allowed. heights for total upright height. Using screen panel width W s elec:uprfright length-H'-
Abow spans do not include length of knee brace.Add horizontal length of knee brace to abOV Example: Pullin spacing shall not exceed 6*-8"(40 x web thickness). For beam spans greater than 40'-0"the beam at the center purfin LLJ
Screen panel width W-4'-0': and one purlin for each 10'-0"on each side of the center purlin shall incJude lateral bracing as shown in deta
spans for total beam spans. WaAmum W for a 2'x4'xO.044"xO.12"Seff Mating Beam
Purlin spacing shall not exceed V-8-(40 x web thickness). For beam spans greater than 40*-0- cc
LL
the beam at the center puriin and one purlin for each 10%0"on each Side of the center purfin shall
include lateral bracing as shown in data
Table 4: Allowable Spans For Secondary§creen Wall Member Table 6: Minimum Upright Sizes and Number of Screws for Z
Alum Inum Alloy 6063 T-6 Connection of Roof Beams To Wall Uprights or Beam Splicing
Table 2: Allowable Spans For SeconclaryScreen Roof Members ----I
Sections As Hortzontals Fastened To Posts With Clips Beam Upright Notes Minimum Number of Screws
Alurninurn Alloy 6063 T-6 <
For areas with wind loads less than 140 M.P.H.and Yvall Height Fr 5-0 1-7r-u Size Size #8 x #10 X%" #T2 x Y.-
Latitudes below Latitude 30*North Load Width J.bu 4.VU 4.bU- !).UU -6- 2 x3' 2 x3 No Splice 1 6 4 4
---FI5W5--w-�e-cuons Pilowatolo LengI3���, 2"x 4" T-x-l- 1 8 6 4
Sections Fastened To Beams With Clips x Z X U.UZT-' a-b- b_U IT-b- 1-4 0-11 2 x 6 2.,x.3.. i-ull Lap 1 10 8 6
LoadWlM?l W =13earnbPaciiiii 2 x 2 x u.ubu 2' x 6' 2 Sit Partlat Lap 1 10 8 6
1-rm- I -r V-11 I _ 10
Hollow Sections 1i VV--r-TTG- Z x J x 0.0bu 11-6 11-lu 2 x7 2"x 4- 14 1
P Aillow.X03p. 2-x 3"x Q.0 I u-, lb-4 rs-4 2' x 8 2"x 6" 16 14
- 1 10-5 2 X 4 x U.gb'J I Z--x N-
Z"xj x OXAA -73 14-4 18 1 4
-7--X-7-x 0.951) 4 bnap becUo-ns pr cre bLze Minimum Utst2nce and bpacing of bcrews
Z-x 3 x U.UbV 10-0 lb-6 2 x 2 x Q.U44 lu-i ------T
I Edge 10 CeTiTFF CeRTSFIF'Center
-7-X3-x U.070- -77_ -T6 ii-tv I lj-, I .
.05Q- 2 x J x O.U45 14 15-0 X3 0116- bib
.-7--xV-xVW. 5 10-0 11-17 1 jo-Q Sill.) JIb- JA
Loadwidth W -beam bpac"
Snap Sections -3.00 4.uu 1-c5w 5.00- 1 b. Sections As Horicontals Fastened To Posts Through Side Into SCr*'v Bosses 712 < f.
Allowablir Span L7 Wag heigM-K- I-u a- Refers to each side of the connection of Me beam and upright M
2-x 2-x UJJ44 Y-b 14'-b I IT-1 I IZ-IU 11--W luz ----coua w am- J.Zu 4.uu 4.7w Note:
15--b 14-U W
MON"bections; AROwaole Le-nVP'Vv- Use full lop cutdelail for2"x6"beam to 2'x3"upright
Mrs- eD-0 I 1 44-,-) 1 4,--L 7"1 Z X U.U44" 10-51- 10-1 V-b 5-11 -Itt-I a'.1z- I-V Connection of 2'x6"to 2"x 3"not allowed for partial lap connections.
7 x 2"x Q.Ubu I I--V lu-11 14.0-4 %I-lu For beam to be am s plice s ize and num ber of fas IS ne rs.are per s ide pe r end of s plice, Q
Sections Fastenod Through Beam Webs Into Screw Bosses Z X3 X0.050" 1*--4 14-b ii--/- lZ-lu -z?I= TT-g r= 0
LoadWKM W -tk&M bPOc"; IJ-11
T� 0
2-x T-x 0.11117- X
Hollow Sections --no 4.Vu 4�5u 1 5.00 -r.UU-r-"G- 2 X 4 x V.0517- -TF-T- 92
Aloovra�Span L -Tr.= U-I Snap r5scuons Table 7: Minimum Size Screen Enclosure Knee Braces And Anchoring Required d
2 x 2 X Qu"
-r-x-j-x TOO- 14-11- 1 14-1 Z x Z'-X U.U44 11-lu 11-Z Aluminum 6063 T4
2 X 4 X Q.Ubu -7 TT- IT-b- lb-V llr-7T--T5-r "the maximum wall height Brace Length Lxtruslorl Arichoring Ziyslent 0 2 ISS
-7-x-3--x 9770--- 15-1 Maximum horizontal spacing is 6'-8-o.c.Thus with chair rail Q 2'-& U -2 ji 2 x 2 x UV44 H-t.;hannelVA1r%(J)8lUxA t=Ak;HblUE`-
145--4 11--Z Ib Z
1W-Z" 11-11 ]b 11
XQAZ-o Zo d 44-0 1 'ej-1 a'I I without additional horizontal is 9%2"
Above heights do not ini:Wde length of knee brace.Add vertical leff�gth of knee brace 10 above 10.5-U X X.3 x U.UW EEE� j H-Ghannellilfflh-
Load Wt= 104--b 1 e X4 XU.U44 XVJ Nolcn S.FAB.Liver Be-a-m-11M upright
snaps*ctions J.UU- 1 4.011- 1 4.50 1 .0.4041 *.*V heights fdr total upright height
Anowatift bpan-P�l Using screen panel width W select uptight length"W. (See Table 6 For Number And Size Of Screws)
-rx 7" 1 14-0 1 13-9-T Example: For Required Knee Braces Greater Than 4-6-Contact Engineer For Specifications And Details.
If horizontal load width-4%0'
Ma3imurn horizontal spacing is V-W o.c.Thus wilh chair fail at Z-6-the maxi rnum wag height Maximum W for a 2"x 2"xO.044'Hoilow Section fastened with diltPs 6.11
without additional hortatinull(is Sr-2'. SEAL
Above heights do not include length of knee brace.Add vertical length of knee brace to above
heights for lotall upright height. -:ET
Use screen panel width W.select upright length'H7.For span V of purfin:use purlin spacing
Example:
NpUdinSpaCing 4%(r:Allowable W for pudin 2x4'xo.05T Extrusion
8
L OF 10.
A 023 he d
wr - 028 pif. A 0,50 h
bc - 0.14 Im- F,,:� -1 WT - aeo pif.
Sx - CL14 h b( Q47 h4
Sx 0.43 h A WS h
am - To
em - Te WT - 1-61 pif A ?-19 h
jX &87 h 4
r x r x 0.044� OPIEN BACK SECTM SX 2.54 he WT - 2.62 plf.
bc 24.62 Ire
A a 0.43 he 2' x 3" x O.OW TLT SECTION am - To ouwr SX &74 h
WT - 0.51 pif. em - Te
b( n 024 h4
Sx - 0.23 he A - 0.75 he 2-
W63 - TO WT - 0.89 pif. SUTCH WITH (ID #8 SHEET METAL SCREWS
2' x 2' x 0.044" PATIO SECTION Ix 1.27 im 4 AT 24- ON CENTER TOP AND BOTTOM
Sx Q64 h 3 2" x 'r x 0.062' x 0.120" SELF MATING BEAM
w
6063 - TS STITCH WTTH (1) #8 SHEET METAL scFtEws
"A AT 24! ON CENTER Top AND 130TTOM
A a om he d
D
WT - 0.78 plf. 2* x 9' x 0.072' x 0.224* SELF MATING BEA)*
2* x 4' x 0.050* TILT SECTION
Ix - 0.64 h" cl)
SX 0.43 h d LLJ
A 1.37 h 2
8M - T8 <
L-------U WT - 164 pif. cc
U-
2' x 3' x 0.050' PATIO SECTION A - OZ3 he 0.0er IX _ 9.51 h4
WT - 0.98 pif. Sx - 2.71 h
r 0.0sw ze Lx - 220 ke 6063 - TS A Z44 h"
D
-i
Sx - t10 he WT - 2-92 plf. <
A - 0.78 im 6063 T6
bc - 30.48 h
WT - 0.91 pif. SX - 6.77 h
Ix 1.32 h 4 r r QD72- 6063 - T6
Sx 0.68 h
STITCH WTTH (1) *8 SHEET METAL SCREWS LL!
SM - T8 S71TCH WrTH (1) 48 SHEET METAL SCREWS AT 24' ON CENTER Top AND BOTTOM JL
AT 24' ON CENTER TOP AND BOTTOM 2* x 7' x 0.062' x 0.135" SELF MATING BEAM
2' x 4' x 0.055' x 0.120" SELF MATING BEAM (D
2' x 4" x 0.050* PATIO SECTION c 6
c: I �:
co <
C 0 a
.7 A u 0.58 h STITCH WITH (1) #8 SHEET METAL SCREWS W
WT - 0.69 P.Lf. d AT ZV ON CENTER TOP AND BOTTOM
tx 0
0.70 W 2' x 9' x 0.072' x 0.310' SELF MATING BEAMI 01 U!
Sx 0." he c x
A 122 h 0
em - Te A - 114h 'a
WT - 136 pif. WT - 229 pif. d
3' x 2' x 0.05T PATIO SECTION ix - 6.90 W tx - 17.74 h' TI 0 2 '99�
Sx - 4.44 h A�j A-aN*
Sx - 1.97 h
A - 0.70 he 6063 - TS OLO?r To
WT - 0.84 plf. �:-
bc a 0.49 h 4 W
Sx - 0.49 he GUTTER EXTRUSION (GE)
4 t
1Y - 0.92 h r
Sy - 041 h S*ction Alloy W H ti I t2 I A I tK lY Sx Sy FRftbxc SHEET
STITCH WffH (1) #8 SHEET METAL SCREWS STTTai wrni (1) #a SHEET METAL SCREWS in..
OM - T8 AT 24' ON CENTER TOP AND BOTTOM AT 24! ON CENTER TOP AND BOTTOM OL iM
-a IN
H24=�7T ft
3' x 2" x 0.070' PATIO SECTION 2' x 6' x 0.062* x 0.135" SELF MATING BEAM 2* x 8" x 0.072' x 0.2'24' SELF MATING BEAM Edge 7 10
W 4 1.40(a 1.74(Ft)
10
OF