HomeMy WebLinkAbout803 W 22ND ST (A) AWNING121 -Qu
Sheet Metal Mall System
Attachment Detail
Sheet Metal Wall Syster
r-%rr Cuiurrnrc a�utLn—
ments see Page 2.
Notes P090 I
All framing Is made of I"
Frame Member
4 3/4" rnd (16 gaJsteel framing.
'-' L
All connections are Keidad.
� -P O
All cord members are V Rnd Steel.
LD
All web members are 3/4" Rnd Steel
--*-#10 Tech Screw
All fabric Is fire retardent
X11
see attached certlfcatlon.
--+----1.5' Wide Steel Bracket
This certifles that these pians
- r
E K °`
most or exceed the 110 mph
13
m1ndload requirements of
J 0
Table 1646, NODI Edition of
#14 x 4' Tech Screw
the florldo building code.
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Metal Red Iron
5 seeand gust requirement.
Steel Sleeve
Attachment Detail
Sheet Metal Wall Syster
r-%rr Cuiurrnrc a�utLn—
ments see Page 2.
Notes P090 I
All framing Is made of I"
d) 4-h -0
MO O
00
4 3/4" rnd (16 gaJsteel framing.
'-' L
All connections are Keidad.
� -P O
All cord members are V Rnd Steel.
LD
All web members are 3/4" Rnd Steel
All fabric Is fire retardent
X11
see attached certlfcatlon.
This certifles that these pians
- r
E K °`
most or exceed the 110 mph
13
m1ndload requirements of
J 0
Table 1646, NODI Edition of
CS
U- �z
the florldo building code.
cls
This also masts the 150
5 seeand gust requirement.
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Sheet Metat Watt System
Frame Menber
r
r --�------- #10 Tech Screw
--ma-15" Wlde Steel Bracket
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--# 14 x 4' Tech Screw
r
—Me -tat Red Iron
or spat g,
Att chr.ent Detall
Sheet Metal Walt System
Notes: Wage 3
All framing is made of I"
4 3/4" rnd (16 gaJoteal framing.
All connections are welded.
All cord members are l" Rnd Steel.
All web members are 3/4" Rnd Steel
All fabric Is fire retardent
see attached oartlfcation.
This certifies that these plans
meet or exceed the 110 mph
wind load requlrements of
Table 1606, 2001 Edition of
the florlda bullding code.
This also meets the 130
�4) o
C4) 0
�t� V
L ry L
Q5
ry�
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L13
ILQ kj)
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�. � • � +JIB � � �
/ t
1%
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�. � • � +JIB � � �
/ t
1%
i '
Z ' cr
—.-.--ar4a ter OD. S tee l
TubLng
0
isar"etHC View
Four Anchors
per Scar Flange
1/2' x 6'
Sleeve Anchcr
.; Concrete Slelm
over fec ter
ctfcr. VI
Se=dan View
This c4rtlflsa Utat thud pkm gage 4
rreet or exceed the Ito mph
3nhndload re ufremerts of
Table 1606, 2001 Edtt:on of In
Ow Mm -1 -da bulld-Ing wde. ti
This also Meeks tl-.e 130 �.
3 sacand gist requrerrert.
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r�:'r-k SIG% J ! � �
over ur��er �r� rccrr� Sic.- is rent crced ce.� ,�-
Lake Ncrl Build'^g code Q
e Frnrnrg yeriyer
C) p Ve(ded Jcir%t
-�,6' Sc x 1/8'
Steel r l:.te
Tia 3/8' Bei:s < thr'-A
Inner Sleeve
,melded tc Pia to
2' or
Cres ter 00. Steel
Tuksir g
Isane#rlc Vlew
Lee A � ach,r�en Detait
at Frame and Top of Leg
!
to GGir!'u ICa� G. G'.i}QrrcL^1i65 C I �
osccve underGround rccm , >
4- - 4 `I r [1
op `:ar. 1
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NO17L TliE SfllUCIV1lE ��
M MM OR XXOM MAW AD
a>za R G CODE mol EOM09
1. BASIC �4'L�•D SPEEDS t� �lP� ' � f `' ,
2 Rma LMPOn4.Nq FACT -1A ;
3. R'L� 1rXP'OSt'ltL�;CA'�8Ci0}t}',p �, �
L PCITAXAL PRESSW CO�tY►�'
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