705 NE 94 St (7)C. 13. 6, uiaLL.
Roof= Pi-AO
— "
R R EL/AT
o
1R FL ot.4..) /MD. /Cu Pi.
ROOF
Cl■
T ,, e. .
0
014 IL Fool- *Val:LH NG,
1*!17:i_l Viz& (70 i-
0 APPROVED Subject to Notations and Corrections shown,
0 DISAPPROVED; Revise as Indicated and re submit.
Checking of Shop Drawings is limited to general design and
r iceral ,Prrangement only d is not intended to be a verification
o. the items or total materf rcquired
it e ,;on!ractor from responsibility of complying with details of
ilesi2n. requirements of Fpecifications, correct dimensions for
1, r fi ting, pacity. p ijr formance, construction or any oth
requirem.nt f tne C ract.
KS & ASSOCIATES, IN
Date
- "-
t
„
PL OT AI.: 4,4V
LOT /
4
; 4
fr:
.8 :y/ r /9uod,b .#1
1 L/ s /muod,5
r .9 -,// f/ .7110,1 ,•7
' , o / -,o/ s/auod,t 1
; o/ r /"'d,9 1
Co/.
II
I I
I I
I I
II
Par///7--, /a
' L
/ Bsom ----
Pane/ 4;5:6;7;13'
•dt7/0111in
J.0.111/
'tuOdt
am/ / Jun
'x .o -,
6u120ds u, /rte
G ;O ^i4/ .o;
/110,1 ,6-.9;6
a
l
di Vanes e . - 1
/94
n -
,i Corner /
Screen,- 1
1302
Co/.
/v S
its
•
A
2.50
475
BEAM
6063 -T6
.40
2.40'
/.25' /.00'
r
•
O
Put /n
y Beam
Pone /4; 5;4;
Vor,es
PLAN
PAT /0
Clip
`oi. Cleo/ PURL /N
•
n
B
6063 -T6
2.25'
2. 00•"
0 •" —
Pan
.375'
L
`Go /umn 2rtrys'
a /um.
ELEVAT /ON
(PAT /0)
///
PL AN
(SCREEN ROOM)
ELEVATION
(SCREEN ROOM)
E
/2.00"
ROOF PANEL
pan
r
.
I 1.255'
lo
I I " „7+ N
III 1090" �C
.750'
CL /P
4- /0 SM. 5
ea. side
.014 Pr/ve
Cleo/
Foc /a
/ 3 /4',2 x /a
A lum. tube
b /oc.b,ny
302
2.00'
. 975
LLI
u)
SECTION A -A
0
0
lv
SEC T /ON E -E
•
n
6u/ /er
Gu /ler
.05/=
I 2.00'
3.00'
BOX HEADER
.75O'
2.250'
EX TRUED GUTTER
0/0 5.M.5.
ea. beam
♦ /0 5.M.5.
eo. beam
27.2; era' It-0/0
5.415 to co/. / 2 -4/0
bons to pur /n
e /05.M5
B /e' c -c
4/0 5.4.
P /2' c -c
y/1 51.15
0
m
V
0
N
•
N
1 1.350'
HINGE HEADER
Beam may end here
Pane/ er /11.3101. 24"
mer/mum
4 -0 /0
bolls
Bsom may end here
Awe/ extension 24"
.nor mum
lie
0 /0s.w5.e
/e•c -c
502
4- Anchor
4.0/05.41.5
(rex7s'COI
SEC T /ON B -B
4 4/0 S./AS.
SEC T /ON C -C
0
!1
/x2
2 %'Led. side
w /2- /a' bolls %o
c0/
Beam
2r2, %8'L ea.
5,ae "/ 2 - 74'
bo //s to co/
.040'
2.0' .
CORNER COL.
4-4/0 bo //s /o beam
2,70 ys'L ea.
5/de w/ 2 - 74'
bons to co/
•
O
202
2.
302
6063-r6
SCREEN MEMBERS
.053'
SECT /ON D -0
TYPICAL BEAM CONN.
(TO MASONRY)
N/nee
Header a
r
5 /m'm
Alum. pm
Box
Heade
/0 5145. %
A l m ® /e' c
TYPICAL PANEL CONN.
(TO MASONRY)
502 'r' /d
re's 3'r
A /am. !c' KY
9-1/0 5us-
91nco /. 3 d
beam
4 Anchors
Anchor
c -c
Anchor
/4."2
ALT. SECTION C -C
DESIGN CR /TER /A
Roof:
Live Load
Wind Load (Up/dl)
Test Lood
Screen Wo //s :
Wand Lood
Test Lood
3081 NW.7IAST.
PA • M.Dral ..1987
30 ps/
3Opsl
6Ops/
/3ps/
15t5ps/
NOTES:
1 sereen ,uo //s shaft he covered with screen msler/a/
berny 40Y. or preoter. The add, /,an o/ so/o' srdinq
ma /er/a/ on w3 //s shall no/ be perm/Hee
2. 1/ shall be delerm,ned /ha/ the er /s //1.9 5 /ruc /ur6
can safely suppor/ /he loaded canopy.
5
All r,ve %s / screws sha // be s /015 /ate 5 /22/ or
cod/um plated s/ee/ Bo /Is may be aluminum.
4 A/ m /num shoe /5 no/ des/ono/ea' otherwise shall
be 0 1/09 5003 - 1 #0. A /um num erlrus/ons no/
designated otherwise shall be o / %oy b0P3 - T5.
5 Structure/ sp/ces are 5a/ o / %w'ad un less des /9ned
by the En9,neer.
' The resin. foanda/,on shah/ be a d'ca••e, Slab
rein /arced with 4:6 - /0/10 mesh / /ern down a'x O'
/ /y. w, /h / 5 bor ton /moue. So,/ shall hove a m,f1
bearing capoc,ly o/ 600 p. s. /. Concre /e shalt hove
/. 2500 p.s. /. a/ ZB days.
7 Anchors to concre/e E masonr sho // be %'s
214' /hunderbo //s or ford - Eye p /as //c Anchor
# /O2.
PA 770 8 SCREEN ROOM DETAILS
11 ,15Z—XOW ALUMINUM PRODUCTS INC.
HIALEAH, FLORIDA
STAN WEEKS ! ASSOCIATES, INC.
Engineers
Mionu. Fla
C . 13. 6, L LL.
Root PLA
a PAN F 4. S 6 6' 1 0" 1 PA IO et- CV l:•p"
FtEA ELEVATION
NL4f1, ReoF
Oat For OVER 40 NG-
N Tk:s f( no+ d�r��►,�d
c ow c.0 �.s r ! �. KOL O eo 1 s'e'er d 4 Ark*
APPROVED.
❑ APPROVED Subject to Notations and Corrections shown.
❑ DISAPPROVED; Revise as Indicated and re submit.
Checking of Shop Drawings is limited to general design and
!r.eral arrangement only a d is not Intended to be a verification
o the items or total materi . • required. Approval shall not relieve
it e ;;ontractor from responsibility of complying with details of
design, require °nts of S ecifications, correct dimensions for
p ,u r fi ting, Ipacity, p formance, construction or any other `
requ;rem.,nt i tile C L act.
T` W KS & ASSOCIATES, IN ". ‘6"
E;v \ Date �'
N g.
7s
PL oT
L4
(7 '' r
J V .
O'5
LOT /S G/ ? y or I
/7'- /A ,2 ;'� � 3
P.6 '2 i'
705 A!'. f4 ST.
At /Y � ?fi ,
"
I/ // C ;It/ Ars Y
r r
r28
•
•
1.50
BEAM
6063 -r6
•
Pur /n
Chp
Pane /4; 5;6;7 :8'
Varies
PLAN
PAT/0
Cap C /Gel PURL /N
6063 -T6
ELEVAT /ON
(PA T / O)
Varies
PL AN
(SCREEN ROOM)
ELEVAT /ON
(SCREEN ROOM)
2 00 "
•
N
n
A
2.25"
Pan.
,375'
D
L
�Go /umn txtxye'
e /um.
O
•
/2.00"
ROOF PANEL
pen
.032"
x-090"
CLIP
SECT /ON A -A
Foe/t1
/ um. / b
blocking
302-'
.150'
.375'
W C
W
Q
cri
W
W
R
SECT/ON E -E
•
th
et
.062'
2.250' I
EX TRUED GUTTER
Gaiter
4t /0 S.M.S.
ea. beam
.O / '
MN=
� - M /O S.M. . /xt
B /2' c -c
Gul/er 0/0 5.4r..5.0
/B' c -c
502
- er ' 7s "L a /t -t /o
S.M.S. to col/ Z - //O
bolts /o par /o
1 2.00'
3.00"
BOX HEADER
750'
t1
5
e/0 5.44
B /2' a -C
0/0 5445
h
0
H
•
.950'
HINGE HEADER
Beem may end here
Pane/ ex /ens/on 24'
mex,m//m
4 -0 /0
bolls
4- 0/05.44.
SECT /ON B -B
eye: re' eoi
Beam may end here
Awe/ dx /ens,on 24"
0/D S.M.S. n101.1/71L/171
eo. beam 1 4 0/0 S.M.S.
4- Anchor
' I I'
SECT /ON C -C
0
/x2
Zr2x Ye' L ea. side
w/ t - %4'bolls /o
e0/
Beam
040 '
CORNER COL.
5.0" ,
4 -0 /0 bo //s to beam
tr7x Ve•L ea.
5,ds W/
boas to cal
2 rtr ya'L ea.
side t- 94' 0/0 5145
bolls to co/
4' /6'c -c
•
0
•
0
m
2.0'
202
302
2.
6063 - r6
SCREEN MEMBERS
L
Gu / /erg
SECT /ON D -D
T YP /CAL BEAM CONN.
(TO MASONRY)
N,n9e
Neoder
She
A /um. pin
Box.
Meade.
T YP /CAL PANEL CONN.
(TO MASONRY)
Pan
1 3ot Vo/
s.AIsPG'
yex3'r
Alam. rt' w/
9 - //O WI-
30 cot. 3 B
beam
ALT. SECT /ON C -C
4 Anchors
Anchor
/6' c -c
Anchor
/G "e -e
DESIGN CR /TER /A
Roof:
Live Lood
Wind Loadll/p /dl1
Test Load
Screen Wo //s :
Wind Lood
Test Lood
3081 kW71h.ST,
h 19.7
30 ps1
3Ops!
60psf
Cps!
/95psl
NOTES :
1 Screen worn shall be covered /u, /4 screen malaria/
be/no G0) or yretier. The add, /ion of so /id s/dinq
ma /er /a/ 017 w3 //s shall no/ be Perm/ / /ed.
t. // shall be de /ermined /he/ /he er /s /n9 s /ruc /ure
can so /e /y suppor/ /he loaded canopy.
5t 4// rive /s / screws shot/ be stainless steel or
cod um p /e %d s /ee/ Bo //s may be alum/num.
4 A/um,num shee /., no/ des/foaled a /haiw/se shall
be a / /oy 3003 - N /0. A /um/nnm er /rus/ons no/
des,yna /td o /herw,se shall be alloy 4063- T5,
s. 5 /ruc/ure/ 401,805 ore no/ a / /owed un /ess des1ned
by /he Engineer.
G. The min. ounda /ion sho // be a 4'cone. slab
rein /arced w /h 4.56 - /0/10 mesh / /ern down tex 6'
//9 with 05 bar eon /sous. 5o,/ sho // hove a ma,.
bearing copoc/ /y o/ 600 p.s. /. Concre /e sho // have
, . tsoo p.s./. e/ is days.
7 Anchors to eoncre e / ,r7asonr shall be /4'x
214' /hunderbo //s of ✓ord- Eye' ,6/as //c Anchor
0 /02.
I PA T/0 a SCREEN ROOM DETAILS
-
ALUMINUM PRODUCTS INC.
HIALEAH, FLORIDA
STAN WEEKS ! ASSOCIATES, INC.
Enprneers
Miasr, Flo
• •
- Corner
wScreen Z/
4502
CO/
.?&
1
202-
/x2-
•
•
1.50
BEAM
6063 -r6
•
Pur /n
Chp
Pane /4; 5;6;7 :8'
Varies
PLAN
PAT/0
Cap C /Gel PURL /N
6063 -T6
ELEVAT /ON
(PA T / O)
Varies
PL AN
(SCREEN ROOM)
ELEVAT /ON
(SCREEN ROOM)
2 00 "
•
N
n
A
2.25"
Pan.
,375'
D
L
�Go /umn txtxye'
e /um.
O
•
/2.00"
ROOF PANEL
pen
.032"
x-090"
CLIP
SECT /ON A -A
Foe/t1
/ um. / b
blocking
302-'
.150'
.375'
W C
W
Q
cri
W
W
R
SECT/ON E -E
•
th
et
.062'
2.250' I
EX TRUED GUTTER
Gaiter
4t /0 S.M.S.
ea. beam
.O / '
MN=
� - M /O S.M. . /xt
B /2' c -c
Gul/er 0/0 5.4r..5.0
/B' c -c
502
- er ' 7s "L a /t -t /o
S.M.S. to col/ Z - //O
bolts /o par /o
1 2.00'
3.00"
BOX HEADER
750'
t1
5
e/0 5.44
B /2' a -C
0/0 5445
h
0
H
•
.950'
HINGE HEADER
Beem may end here
Pane/ ex /ens/on 24'
mex,m//m
4 -0 /0
bolls
4- 0/05.44.
SECT /ON B -B
eye: re' eoi
Beam may end here
Awe/ dx /ens,on 24"
0/D S.M.S. n101.1/71L/171
eo. beam 1 4 0/0 S.M.S.
4- Anchor
' I I'
SECT /ON C -C
0
/x2
Zr2x Ye' L ea. side
w/ t - %4'bolls /o
e0/
Beam
040 '
CORNER COL.
5.0" ,
4 -0 /0 bo //s to beam
tr7x Ve•L ea.
5,ds W/
boas to cal
2 rtr ya'L ea.
side t- 94' 0/0 5145
bolls to co/
4' /6'c -c
•
0
•
0
m
2.0'
202
302
2.
6063 - r6
SCREEN MEMBERS
L
Gu / /erg
SECT /ON D -D
T YP /CAL BEAM CONN.
(TO MASONRY)
N,n9e
Neoder
She
A /um. pin
Box.
Meade.
T YP /CAL PANEL CONN.
(TO MASONRY)
Pan
1 3ot Vo/
s.AIsPG'
yex3'r
Alam. rt' w/
9 - //O WI-
30 cot. 3 B
beam
ALT. SECT /ON C -C
4 Anchors
Anchor
/6' c -c
Anchor
/G "e -e
DESIGN CR /TER /A
Roof:
Live Lood
Wind Loadll/p /dl1
Test Load
Screen Wo //s :
Wind Lood
Test Lood
3081 kW71h.ST,
h 19.7
30 ps1
3Ops!
60psf
Cps!
/95psl
NOTES :
1 Screen worn shall be covered /u, /4 screen malaria/
be/no G0) or yretier. The add, /ion of so /id s/dinq
ma /er /a/ 017 w3 //s shall no/ be Perm/ / /ed.
t. // shall be de /ermined /he/ /he er /s /n9 s /ruc /ure
can so /e /y suppor/ /he loaded canopy.
5t 4// rive /s / screws shot/ be stainless steel or
cod um p /e %d s /ee/ Bo //s may be alum/num.
4 A/um,num shee /., no/ des/foaled a /haiw/se shall
be a / /oy 3003 - N /0. A /um/nnm er /rus/ons no/
des,yna /td o /herw,se shall be alloy 4063- T5,
s. 5 /ruc/ure/ 401,805 ore no/ a / /owed un /ess des1ned
by /he Engineer.
G. The min. ounda /ion sho // be a 4'cone. slab
rein /arced w /h 4.56 - /0/10 mesh / /ern down tex 6'
//9 with 05 bar eon /sous. 5o,/ sho // hove a ma,.
bearing copoc/ /y o/ 600 p.s. /. Concre /e sho // have
, . tsoo p.s./. e/ is days.
7 Anchors to eoncre e / ,r7asonr shall be /4'x
214' /hunderbo //s of ✓ord- Eye' ,6/as //c Anchor
0 /02.
I PA T/0 a SCREEN ROOM DETAILS
-
ALUMINUM PRODUCTS INC.
HIALEAH, FLORIDA
STAN WEEKS ! ASSOCIATES, INC.
Enprneers
Miasr, Flo
• •