Permits 1481 Linkside Dr (vault) SEI.ECT EDGE BEAM TAKE I ROM so ROW
WINOOW FRAMW CAN ATTACH
DIRECTLY TO HEACER VED
FM ONX
Lw
LENIA" rxr
AM QL#M WINGOW INSTAUM PER
3-v,r SLAo ON GRACE VARIES NO MAX.09".9.0 OR OW dGR
OR IRAISEC,FOOTM MWFACTLFIERS SPECIRCATIONS
TYPICAL MASS PAM WITH Sa ROW. TyFC&.jPRONT VIEW FRAMING CONVENTIONAL FRAMM ON ALUMAM
(HIMff OF MWff 19 MEMM FROIA TOP OF rr PLA*E TO BOTTOM!OF I COVER SYSM SHEETING,OM SIDES
ANCHOR WITH#6 x V.-SHEET METAL
ALTERNATE CONNECTION AT UMD WIPRH AftpgovED
FASCIA ALLOWED ON DF ATI.ANTIC MACH
SEE SECTICII 7 FOR DETALS FM ROOF OWAELS AU&WM SHEETING OR VIM BUILDING omcr-
- LW -
SOLID ROOF pit P12 JAN 0 7 1999
EXfffM GLASS ROOM WALL SECTION
SIZE OEM AM COUXINS caft STRUCTtm
PER TABLES SOLID COVER
VAREdI EDGE BEAM
P-PROJECTION FROM SIM
Lw-LOAD WIDTH P VAFIES MKVm r x r x Q04C
pyPICAL) —-----
)a"Wm
EDGE BEAM SPAN
TYPICAL SCREEN GLAS§ ROOM
ROUGH OPENW
6 oWx2-Vr CONCRETE SHEETM MINSM ONE SIDE WITH NO HEADER r x r.
ANCHOR r x r OPEN L&Ax omajsm wffH VARIES
Mc 13eadfTES' FASTB4ER mmum OF r-(r ON CENTER Aw ORTHIN V OF UPRIGHT SLAB 3-vr MNMUIA
METAL ScREwS WITH U4
1.,ty ()j glar 7-Oning ANCHOR r x r To wALL WITH 2-Vr*10 SHOT
and WASHERS r-o*ON CENTM ANCHOR OEM AW COLUMN MM"LLY
OR w-m ANCHOR CUM AM #10 SCREM AW WA*ERS'
kgoa"SLAS THICKNESS FM SLAS ON GRAN 19 3-Vr CKNOCREM
SaFECT FRONT WALL BEAM FROM!TABLE LWO LAMM-A'VMIM OF TYPICAL B_EVATK)N GLASS ROM WN�
P/2 OR P12+O.H.
-V 0 CLEM COTANCE FROM HM STRUCTUIQE TO FRONT I I co
ul
Cowwolon Tr_AW 0
Wind oil
4W Yr.Snow L"d Snow Wkd LA
5- 25 014 FL 0- 15 FL Be mvt��
PER TABLES -20- 30 Is- v pL =KPJL* okd*q
ZVROOF 131- 35# PL V- 19 PL 110 M11P)t Cal
jfjU&1UVL OR PAN PANEL SPAN 36- 80 01as Pt. 19- 34#/8%FL Wabwd&Nft
'K
am TABLES
wAmbws foam load
THE DE304 AND~SHOWN ON-1
DRAWNGS ARE BASIS)ON THE LOAD FiftMIEMINI'S,
FOR THE FOLLOWN8 0OCM
Cam Im CHj%wTER Is
2)B=NATIONAL BULDM Cam IM JAN
3)TEXAS DEPARTMENT OF INSURANCE
JOB NAhe
ADDRESS:
UPRIGHT HM" TYPICAL GAIK.E ROOF ENCLOSURE
TYPICAL FLAT ROOF ANMOSURE OF
LMA=WM FOR ONE PE*ff O&Y
-vv HEADERSEAM
EDGE BEAM W#10 x T SHEET METAL SCREW
siDE WALL HEADER ATTACHED TO Km 90REW SLOTS
T x r x U04C BACK WITH ANCHORT x r xO.04C RATE
MIN.cz"x I-vr SMS TO CONCRETE Wfni VV x 2-Vr
r x r x QDW OPEN BACK ATTACHED CONCRETE ANCHORS WITHIN S'OF
TO FRONT POST WITH*10 x 7 SMA MAX EACH WE OF EACH POST AM W
V FROM EACH PLIALIN AM 2r CLQ SIDE WALL Mfg"ATTACHED TO Clit MAX
r x r x 0.6W OPEN BACK WITH
MIL M*10 x I-vr&KS.IN 'r x r EXTRLSON
SCREW BOSSES;
FRONT WALL PURLM 0 WE WALL PURLM ATTACHED TO I-Vr MPL IN CONCRETE
T x r x ob4C OPEN BACK WITH
MIN.W#10 x I-vr SMS IN A'
MOL 3-Vr SLAB 2500 PSI CW-
SCREW BOSSES axe-10910 WWAt OR FOR LIM VAPOR BARRIER UNDER CONCRETE co
FRONT AM WE BOTTOM RAILS 9
ATTACHED TO CONCRETE WffH 0
VC x 2-V4MABONRY CILKK SET ir
AT S' I EACH POST AM HOLLOW POST TO BASE AND HQILLOW POST TO BEAM DETAL 5�-
2C ON CEMTER MAX AND WALLS X
A Mk r FROM OF CONCRETE >
(4)#10 x Vr S.US,EACH WE
r x r OR 2'x.T OR r SM POST OF POST
HEADER BEAM
0
TYPICAL aW*R DETAL
0 '6 wom OR amer PLATE
ANCHOR T x r x DOW PLATE A-1
TO CONCRETE WITH VC x 2-Vr
COMPOWE ROOF PANELS: RISER PANELS: r x r x Vir ANGLE EACH SIDE
(4)IW x 4r LAO BOLTS WITH CS)#8 x V2*SUS.PER Ir PANEL CONCRETE ANCHORS WffHlN V OF ATTACH TO POST AND CONCRETE
WnH I-VV WASHERS EACH WE OF EACH POST AT 2r AT LOAD OEARM WALL WITH
PM,C-(r PANEL ACROSS THE ..P.. Oit MIM OR THRO"ANGILE AT C2)#10,x Vr UtS.EACH SIDE
FRONT AND 2r OPQ ALONG 2r OJM MAX a
SIDES(WALK-ON)
T x r EXTRIXNON
HEADER ATTACHED TO POST WITH I-W MR IN CONCRETE
UK W*10 x 1�Vr 8AtS.IN SCREW
MOL 3-Vr SLA13 25M PSI CONIM im
r x r OR r x3`HOLLOW SxG-WXM WWAt OIR FIBER
am SPAN TAKE HEADER VAPOR BARRIER uj
CKM RM AM K=PLATE
r x r x Ob4C HOLLOW PAL
r x r.r x r on r x r Houow x
SEE SPAN TABLES SELF-MATING POST TO BASE AND SI@LF-MATING POST TO BEAM DETAIL.
POW ATTACHED To sonom WITH
co
WITH MOL W*10 x I-Vr&MS,
w SCREW BOSSES FOR SNAP EXINJOICNIS CHAM RAIL
ATTACHED TO POST VOTH MIK W
E)GSTM SLAB MAY BE I IF IN 00 x I-VT SAL&IN SCREW
Ww coNDmON AND APPROVED
BY THE BLILDING OFFKXAL
TxrxQD4,r OPEN BACK BOTTO M RAIL
CO HLTI Vr x 3-1W Kol-BOLTS
APPROVED FOR ON LIPLIFT WITH V4'x 9-V4'MA90NRY ANCHOR 0 S'
SM PLATED CUT STEEL WASHER FROM EACH POST AND 2ir CkJM MAX am
&V BOLT FOR V PCISI
W Sff BOLTS FOR r x 4*POST TYPICAL UpVlGHT MTAL OF
W Or-(3 PER PANEL)
PAAft I-Vr x I-Vr x 0.000'ANGLE @ PRUARY BEAM
EACH WE OF CONNECTING @ SEE TAKE 1 OR 8
BEAM WITH 8CFEWS AS SHOWN
0 @
60'MAX 0
-V x ir SAM HEADER CAFFAER BEAM 60&M 08 S.MS,x 31C LOW
SM TABLE 3 NUKMER FIECAMED EQUAL TO
ALMRNKTME BEAM SUPPORT 3: DEPTH IN INCHES
FECSVM CHANNEL 8#6 x V2- NDTIE: EXTFKMONS WITH NTMWAL SCREW BOSSES
To dpuD a 06 x Vr TO BEAM MAY BE CONNECTED WITH CZ)#10 x I-Vr
PITERNALLY
CAM" BEAM TO BEM CONNECTION
OFF x Vr CS PER PANEL)
2 x BEAM
I-Vr x I-Vr x 0,000'ANGLE
................... EACH WE OF CONNECTING
WFTH SCREM AS SHOWN
2
T
BEAM SUPPORT
STUDS TYPCAL PFSAARY BEAM
X1 x X1 SEE TABLE I OR a @
uj
@ a:
-p-r ge
tz
MINKM SO SM 8 x 3/4'LONG
WANG DETAILS NU�FIEQURED EQUAL TO SEAM DEPTH IM
NDTIE: EXTFIUMONS WITH MTERNAL SCFEW ui
THE STRUCTUML,ADDITIONS,AS SHOWN IN THIS DIMMING #AAY BE CONNECTED MH W 01D x I-Vr
PACKAGE AFLedanoM TO ME MARFM TO A MANUFACTMED
HOW STMCIVEL 11*1 PER SUPPORT SYSTEM POT THE NT8*w4,y
MANUFACTUROMMME UNIT AS REFERENCED BY THE OW
FlULE 100-2=0 AND ME NATONAL&W&FACTURM HOUNG
CCNBTr=V#AM SAFETY STANDARDS ACT 3290300 13
AOE=AjrE Tap*VJUE THE,ADOTIM&STRUCTURAL LOAD CAME% BEAM TO WALL CONNECTION gCLI
TRANNArTmAto THE avarAcnam How STF&CTME BY
im s7mcn, AOL AODITM
THE PAN SPA10 SHOWN AFE CALCULATED ON THE WOW
CASE djF,WlND UPLFr OR 20 0 SU FT.LNE LOAD
E**ET
3
cw
POOT N CONCRETE*4 BAR W LOW OPTIONAL CONCRETE CM BLOM OR W= ANCHOR MINA"FRANE TO WALL OR
aLm WMH V4,x 2-Vr MASOMy ANCHOR
U-CHANM3- POURED CONCRE-M TO TAME 2A M#4 BAR AT comm Am w-cr=Fu WITHN Ir OF PM AM 24*=MAX"jM
CEI I AM KNOM ouT wom TW OoLpm W#4 BAR CONTfAJOtM
WTH 3M PU PEA ROOK CONCREM
8*x 8'x W BLOM WALL OAAX 3n
16
16 DECK OR G-40LM LEM
4 04 BARS MR.2-Vr OFF QWJW
ISOLATED FOOTING ROOM FOOTM OR MONOMM
F MONMAM SLAB 15 UsW gM NOTES
INTERNAL OR EXTERNAL RECENING CHANNEL OF DETAILS MOW
3'x 3'POST TURN BOLTED
TO ANCHOR RIM KNEE WALL FOOTING FOR SCREENED a
2-3/4*x 2-314r x 2-Vr LOW NCLOSLIRES
vr TUBM
t t WEUXM CONNECTUN
rxrxQOWANMM FASTEN PER TMLE 2is. AUA&M ATTACHMBIT
VMOUENE VAPOR L#MM LWER allM
Vr 'TE M.
W x W x VW KATE 3 CONCRE #8 6 x a- ID x 10 VWEUM
VOW WMH OR MMH CONCREM
BASE ANCHOR CONNECTOR HAVM 8TRUCnMW ADM
FOR POST To SLAs CONNECTION WELL COWACTED CLEAN ML OVM SMMFICM
NATLIRAL SOIL W%FsATw Deaffy
INTERNAL OR EXTERNAL ANGLE CLPS CONCREM FUM BLOCK enn W&L
r x r x w cmll
T-THKXNEW OR REGURM
'Z7 TOP OF GRADE
MARRAM TWE COUSM x Ir COMCFEM FOOTM WUH CO#5 COMMOM
7 x W POST PER TAKE LOCATE ON UMDI$TuFOW NATtppL SOL
EKTRLDW ALUMMM DAME OR BWJX I t r (10*5 VERTIOAL BAR AT C;Orf*M AND W-W or_
MWED LL-CLF 00 lb.2500 pd CONCRErE PRE-MDC RAMED PATIO FOOTING
CORFIOSION REMI SINEL THRU 3ar x 3-1W 11OLT
7 SOLT PER 8CHEDULE
COMFIETE SLAB OR FOOlPQ w r x r x T ANmE OR tjcHA*mL x y
d 3*x T 9AME
CONCREVE ANMM piWOCHMLLE
TUBE COLLMN BASE SCHEKMTIC GAM METAL STRAP CH GA.x T)
NTEF94AL BASE w V x W x W CONCREM K= ui
PORCH POST CONNECTION Ar x W x 2ir POURED CONCRETE pAD
NOTE: ATTAMMIT DETAILS&UM RECILIFIE DIAGONAL ALIMI&M"'CONVENTIONAL CONsTRucTioN #6 BARS Or LOW EACH WAY
BRACM FOR FREESTANDM OOVERS iD
%AJM,4=lE POUFMD CS I VM*5 L41A E
(WaWTE READY MD(W/GRAVEL)
r-(r L41FL co 05 am comr. so am comr. PAD FOOTING Ld
BEFORE KJOPE
3-Vr
MANANM sTmcnM FOOTM
gr 25W P6 CONCREFE WM(0#5 BAR CWT.
A*Fill Jr Wd"2-Vr Of GROLM
TWE 1 7YPE 1 TWEW
RAT allWE I NO FOOTM &MODERATE UAW FOOTM SIEW W.M FOOTM J or
O- r/w 2*11Z-T-W T-W
FIBBON F007M ryPE I
r
NOTM I NO F007M RECUM EWE"WHEM ADMEB"8WWN MM THE ROOM
OOCEM W-W ROOM GREATER THAN W-W LME T"f4 FIOCITM
1.FOCIUM SIVILL BE WL XSM F&CONCRETE WH Ox#PM%MM YMME MAMM SWACrWE F007M
OR MH MAY BE UM IN LEU OF 193H. 2M PE CONCREM WH 0 03 ISAR CONT.
SHEET
LOOM 2-V2*OFF eFAXAW
&F LOCAL BUILOM REQUFM A LMMM F007WOM TVM I FOOTM OR y
FOOTm gem=mEam sy LOCAL com LocAL,MOE QCMAYM
SLAB DETAILS ADDRESSW EROSION 4
P43BM FOOTING rfm i
cw
Table 1: Allowable Beam Spans-Hollow Extrusions for Screen Table 2: Allowable Beam Spans SON-Mating Extrusions for Table 3: Allomble Spans For CARRIER Bearns
and/or Vinyl[Open]Rooms with Solid Roofs Screen and/or Vinyl[Open]Rooms with Solid Roof 'n a SolOf Roof,OPEN Structures
Aluminum Alloy 6063 T4 Aluminum Alloy 41063 T-6 (102 MPH Wind Zone,Applied Load 17 IbW*q.fL)
I WlRr�- "-102MPH- 120 25 MPH 1 140 MPH Wind Zone Aluminum Alloy 6063 T-6
APPIR3160—= 17xlb%FRL 1 20 R. 1 23 a -Jrp�iead�. 11
X A XU.U44- F7 Single Self-Mating Bearns tfflry Load Width
b-4- Y-6- 1 1
-I I 3--a-
t1-4- 5'-0" ------ x T x Alto ale*pan--L-
-5-
5-5- 4'-11— x I x --b-- 7-40'
15-11 14'-4" X-I'
Or x I -- - I* I
711—W-9114— 3,8" 00,5�- 1 7-- x x x 0.2 U-j-
-Tf-- 3-6- rr
U
-i—O.072"x 0.3
--UiUWWF-- 2-x 3 x U-Oft Tift Bearn i;2"x 3-x 0 W- 2
.0 Load We z"x 6-x 3r-x-r
F-0-7-7rZ� 71-1- b'-4- --Tsrz�--f3"j-
7-W. .......... 13-2' uble tin Beams r
N-M 9 "a as
U-10- U-5 --17 Double Self-Mating 10'-0" 12'-0* W-0" 16'-0" 18'-0' 209��oW 122'-0-124- 26--V 28
a th
13-2" --ff-2-
--9 7- T— --3 7- T— 14--4- --T7-2—--T2-Z—--TT- x x
6-6" W-9- 9. -7— x x W71 Is Span-L77
x
62"x 9"x 60.1072a 0.224-n
-4 W-1 1" ---4rZ— ----: E
I --TT-To' x x x W-411" 19'-2" 18'- 1-9
---T:3� ------fi----T2'3—--TTrz— --r-fT—--8-TT-
77— --Tr-g— -
r x 3"x 0.010- 9,
--Ui-&a"Yr1a-tfT- 2"x7-x0.d62"xU.IZ0-' II:II ig Beams ibu
1U.-b- 9 1- 21-2- 17--l- --75-r— w12X4& 11 111 rigBeam Load Nidth
W-9-
7 1 67— ---T77T— IT-0-114--0
17--10- 16'-7" 151-8- ---14-�" added to Top/Rottom
-6" ---Tg'r— 1,c 13-1- (perpendicular to webs)
16-9- 15'-5" 17-6- --72-11— Alto le pan"L""
5,-B- --,9--9- --1-4-r- x
IW 13*-7" x
--Tf—---grTf-- --T3-fU—--T2-Ta-- --TO-TT— 40'-2-1 37- 4-
--Ta-5— --17z— x x .072-x .31" 47'-2
IT 1 V-7- JU-11-13V-4- 35'-?- 11",
12--7------- 29.3' 2
-r— UIZ-x 0.224"
Wind Zone Conversion:Table is constructed for 102 mph wind zone,q*On structure(17 111 to convoirt
NI x;.1--Tag EW--am�-Z-"74,7-x—00i Q-, 4-11 mit � ;-i - 30
--27"IT—--75-Ta-- 20-5 tabular value to highs r(more severe)wind zones,multiply by the fac4
6- or*in the following Conversion Tablo:
8-3- --TlTTf--
---7'9—---7-,T— 2140-
9. a. 20-5- 19.0- 17-11-
--7'fT—--7q— 9*
1-6" 671- 19'-3"
--7'2— —5--lo" 10 19-10' --TB-J—---T7'47——1tg1M— Table 5: Allowable Loads On Screws And Bolts
T2—--V-70— 18-10- -77-5—--TS�3—--TV=. --T3- Zone Factor
g— (As Recommended By Manufacturers)
12' 181-1" W-:17-73;:9�1 1W-7---l---1T-2. 1
Exampie: A x II 0.4ulz-x 02241-, Self-Tapping and Machine Screws Allowable Loads Tensile
For 2'x 2"x 0.044"EArusion beam spanis distance between uprights;to 28:1- - 7 22 Strength 55,000 Pat;Shear 24,000 psi
a 1 W2 ,
12 ble FOOF panef projection of 14'-0"find load width: 6.
LW x 1,Wr2+70.H.=9�Enter table on left urxier load wk 28*-4- 244 22F
Fn a car
Ith. Screw Diameter g"* car uble Sheir---VIliffia-ra-w-a-M
W ,-3- -3 a *fibs.) -(lbs.) (tbs.)
Load Wdth=9'-O"and read span under approprime load. lr
Lhe Load@ 17X/Sq.FL 1102 MP.H.Load Beam Span= -10 -34
W #8 334 66-8 167
# 1
Note: 17-9" #10 418 836 2 LA
10
Tables assurne extusion oriented with longer extrusion dimension parallel to app it 7
lied load. it- 13-0- '15-11 $12 576 ----f—.15 2
--ir� . W-3- j 2
14*- if —
#14 AA
734 EE36�7
114" 1 3W
1,522 380
Table 4: Allowable PostlUpright Heights for Screen,Vinyl and Glass 1 811111- 1 1,253 1 2,506 —626
Rooms,Hollow,Snap and Seff-Mating Extrusions '315- 1"1511:111:111 3.710 --i-2-8
Alurninurn Alloy 6063 T-6 Ui
Wood Lag Screw Loads a:N.
Using Southern Pine S.G..0.55 or Equivalent 1-112"Thickness
Extrusions
ht Spacing Scre -3ln-9U-8W9ar Double Shear
Load Width Po w Diameter' 461 le
Hollow Sections 36 1 42- 1 49- W 1 so- Go- (lbs.) (lbs.) (tbs.) 4D
114- E I
V
P 72a'31 8.0W 5!-7- 170 —2W 396
210 355
51Ir 624
P T 38110'5"! W 3111-
x 3�1:OW 11- - - W-2- W-7 T-11- 240 480 71-2 IM 21
9-11a 110,
14 1"113-U-117
Concrete Screws And Bolts In Concrete.Orkk or C.M.U.
3Wx r F1117urx"
k:jt7WGW—, - - I 1-0 11 U-1 1-1 v--2- I B--fT-
Note:Screen spil"s on r skis-extrusion turned wl 3"skle Parallel to sole plate. (Embed"wnt Must Be a Minimum of 1.112"Thickness With 1-114"From Uj
go
2,0008 Concrete 3,0008 Conc
Load
6SnapSectlons 36- 1 4r s row Ismeter. lension S. Shear Tension(tbs. 43hoar
me
MI 14" 825
x O.6W 911 W-7"1 WJS_
r 1 6- 6-3- 1 6-1 5116" 1,057 BIB
0.045" I,iS4
1Z-Z-11 V-3-1 IU-W- W-1 I W-5-I W-1 F-T-1 W-3- 7'-11'1 1,443 .7-
0.1915" ]a-Jj14-1 i!�- 1.443 h rnj
�I W-5- C0
Aluminum Rivets with Aluminum Mandrel
Low WW a P08 spacing- Screw Diameter Tons Shear
Seff4AatIng Sections 3r 1 42- 1 4r 5C I swr I suwr- 7r
ANOW1010 Heim.. IN"
11--11 sar
7-x-r-x W-133-X-T.TAw- 176
rr-x�x 27-7121--B' 187 263
27-5" 19-4'rlw-b- 3116" 262
2-x-I-x KV72-i-M�: 1417-1-llr-111-77�
-37Z"- 25W" 2W-1"j 27-r 22-W Aluminum Rivets with Aluminum Mandrel
37--2-1 -N_r 2T-r 126-3- 25W Screw DWn—wt*r-Tension(11I
2wxr x
210--—323
Its"
Maximum chair rall spacing Is V4r oc. Uhmas Win in ago h
without additional chair rall Is II 5113r 34-0 490
Nofts: 720
Glass Row, ;The addition of aluminum frame %%IhgkMPWWSVWwodesoiedtollOKPJt j 8MEET
wid load to the above upright sinis incramms ft WWVM so go ad&UWW training is no, Single Shear Scream Fy-36-40 k.s.j.Yield Strength
required- Doubt,Sheer Screws Fy-50-54 JI Yield Strength
Using screert POW wAdth W(SOO 4PCW glass room drawing.).select upright required from#0 AN be"lengths;Colus Industrial Quality. We manufacturers grip range to r%ch
nNuarnum heoght slowed for mich**Anm. 101411%21 thickness Of connection. Use chan. To Select screw U.S.rivet substitiI of
anchor specilicatiorts in dfaWngs.
0 OF
F
y
FrTrl r x r x QB4,r
ir x rxrxaow
12" WIDE RISER [INDUSTRY STANDARD] ROOF PANEL
mlawam Spw 2" x 2' PATIO EXTRUSION CONVERSION IDETAL I
. . . . . . . . . . . . . . . . . .
. . . . . . . . . .
. . . . . EP-4k COFE. SIDE PANEL dp*ECTKM VARY 0
IL GDO NOT AFFOCT PAMML SPANS)
. . . . . . . . . . . . . . . . . . . . . . . .
y 7-1w Zur x r x MOW
r x
r RECEIVM CHAAP*L EACH >
SELECT pANSLL DEPI FROM TABLES SIX
48*
F r T ------------
ATTA04 CHANNELS TO
EKISTM r x r POST
COkflOSITE ROOF PANEL MWTRY STANDARD]
A OM k�
Vff a 0.78 PLF. EKffrM r x r x Q04,r
X k-0.64 ke UPRK*rr
S..OAS
. . . . . . . . . am- To
. . . . . . . . . .
.. .. . . . . . . . . . . . . . . . . . . .............. OJW
I ,. . . . - . . . . . . . WW4DOW FRAM
.. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . ..
. . . . . . . . . . . . . . .
.............. . . . . . . . . . . ... . . . .
. . . . . . . ....
. . . . . . . . . . . . . .
. . . . . . .. . . . . .. .
. . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. .. .
. . . . . . . . . . ....
. .... . .. . . . . . . . . . . .. . . .. . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . .. . .
- ----- - - - - - - - - - - -
La
4w 2P x 3' x 0.05W PATIO EXTRUSION CONVERSION,14DETAL 2
SCREEN ROOM TQ GLASS ROOM
A43S EZ-LOK 3" x 0.024* x 48' ROOF PANEL 4D
ww mi&dVm COVER PM OR CONVERSION OETALS
commous ALM"m OHM WM OTHER POsMjE EXTRLMOM MOMNIS NOT SHOWN co
#6 x 5W Co)FWSM RESISTIVE EMOMMAING
UJI
. . . .. .. .. . . . . . . .
. . . . . . . . . . . . .. .. WASM HEoJM SCREWS,AT 2ir
.... .... . ... .. . . . . .. . ID
. .. . . . . . . . . . . .
. .. .. . .. . ... .. .FlMANSUATION OPM ALTEFNL#F 06 x 6W SMS
. . . . . . . .. .. . . .... .. . . . . . . . . . . . .. . . . . . . .. .
. ... . . . WASHER.
... .. . . . .. .. .... .. .. . . .. . . . . . . . . . Wl Vr MMMM
L W
TYPICAL INSULATED PANEL
NOTE&
t MT ALL Fow FOAM NUATION KTO ALUMMM FAXF PAK
2.COVER gaukiM WMJ 0AW FROMECTOR PANIEL VATH OVEMILAFFM SEAMS,
&IMLATM PIVAL SMALL M CLOSED WM ALLMSM DID CAP TO MEMIRE FLACBMff
AND To 09=UVAE IM MnNQ OF WLMFE AND OR MWM SHEET I
4, ISC,um FwaL WLL M SECLIRED BY SO x 6W CORROSION RESSTME WASHER
HEADED SCREINSL
&SCREW PATIM WILL BE Ir ON ALL FERMATERS AND W QQ MM Of 1EACH PANM-
a MAWWM M)CAP WU BE MMM WM 00 ob"CORROMM REOMME WASHER 6
IFAM SMNSL OF
I ij Mdt-l-I-t-I 12
x I r x 0.026"Panels
L7
lam �mml QQLWI
IMEN Q�MMMMI
MJMLMUALtALAdULfi�LwL"WA
�1"�LSALSMM�MMLWUA
�WAWJLANUAWQ�UAMAL&ALEA�l
rx 12"x 0.032"Ponals
�*7-M-M-M--M
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DATE: 07/16/94 FLATWK: 984
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