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REAR ELEVATION CL sheet#
5IDE ELEVATIONS
OF,
X -acing Details
1��S-V-s -.Rc-s, NS�DE: 7-'C� ci- Typical Cage Br
-57,�N-11 SCREW spul�s
'A�?47-, CON7 E Triangula r plate
DR
A
F �10 sms�
_E(;7 S, y
------------- 3/A S
Cable required.
J.
when enclosure
;5/1,�,'; Anc�-or- bolt: (-Exper-Slo�� Bolt)— 5 extends more t
than
18' frorn. hosv,
One pair of cables
Galvanized Strap Detail -y 300 sq, ft.
for ever
TYPT CAL 1 x 2 To �11OST AT CORNER TYPICAL CHAIR RAIL TO POST DETAIL wall surface area.
-n -k Nttn
�r el b6c 11 1'2
'141! X 2 Conc.--. - N�CO Sle-eve
Post 5/5 b 1
0 u i r- 5 e,t.s
X 2' C,3 PE;� �TIR
FASTEN PER NOTEL 1".x 2" cjorit.
x.125 angle.
2'-x 2,
—2
j-2' 1 OW H1;RQa4 TA� w/j/4'.tap.cons f post.
each:side
at 24'o. c. 2 �#:Ib� ' /4."SMS Loopf--d Cable
1v x, 3
ii USE.34, 6 X 3� L(N'X LAGS 1��TD
into:
ST.AND;X'o X 2�4- LO+�c t d 1/4 1�45�i/2" lapcon on Side o� Dark'
pos an,
CONCRETE SCRF-)VS INTO C��NCRETE OR or Through Paver;ntb Footec
VASOM Y QqN I!�TKUCTION '1" EP.-PDMDJ tapcon w/2"embed
fPi-,Al)/ SPACtING 24" O-C� AAND ffTHIN 2."Min I
6'.OF TACK-PERPENCIC-JtAR M7Ma--_F e&
ge Looped Cable Detail
NOTE: 1. Self-tapping SMS shall be stainless steel or zinc coated,
7- C,S.U.S,FROW. NS10F FACE- 5 i�—r P— , I ended to;prevent corrosion.
2. Members shall be isolated as recomirl
C,� X 2 Ce NTO S-AEW SPUNES
OF H-a-L1DK.QKT
60neral,-Not6s and Design.Criteria:
1. A screen'.enclosurel.is designed to be attached to a,permanent structure of adequate capacity,
2..: .The contractor shal.1 verify that the host structure is in good condition and of sufficient strength
TYPICAL I x 2 TO HOST AT GIRT, the-proposed.addition.
TYPICAL POST BASE DETAIL
3. The 2010 Florida Building Code is the basis for design wind load as per Chapter 20, Table
2002,4..
Pile Type Footing .4. Maximum purlin spacing is 7'-Q". Internal lateral bracing required for spans over 39 feet.
TYPICAL FOUNDATION DETAILS
5. Mean roof height shall be less than or equal to 30 feet. The height of the screen shall not
exceed the height ofthe host structure.
Ribt)on Footing Slab on Grade Slab With Thickened Edge. 6.. The�exposure category is per site location. "C" for structures along the coast and "B" for all
others.
-WM,
6 x 6 10/1.0
7.,The spans are based on open building classification. The typical details shown are indicative of a
T standard installation.
77
4 8
6 x 6 10/1 Fasteners shall have a head and/or be provided with washers not less than 1/2' (13mm) in
diameter for decking and �iding.,
1 #5, 2 #4.-
cr 3 - #1'3
MINIMUM POST SIZE AND NO. OF SCREW-
Bea m Size Post Size #8 #10 #14- PAT
rE bar cont. IO/POOL SCREEN ENCLOSURES
2 x 4 2 x 4 10 8 6
2 x 5 2 x 4 10 8 6
NOTES: 2 x 6 2 x 4 10 8 6
1. Concrete shall be minimum 2500 psi. Cover.for rebar shall be 3 2 x 7 2 x�5 14 12 10
2 x 8 2 x 6 16 14 12
2. Fibermesh shall be u3ed in lieu of welded wire mesh, Harold William Coffield
3. Slab on grade shall be used for roof areas less than 360 sq, ft. or for posts with tributary areas 2 x 9 2 x 7 18 16 14
less than 75 sq. ft. 2x 10 2 x 8 22 20 is 2743 Anniston Rd.
4. Minimum slab thickness shall be 3-1/2",
:Jacksonville, FL 32246
5, Foundation shall bear on compacted subgrade with 1500psi minimum bearing capacity- MINIMUM SPACING AND EDGE DISTANCES
6., Pile type fooling shal have 3/8" diameter rods 12" long thru,po ts each way� #8 #10 #14
s
X,
7 m e e a- ted from concrete to prevent corrosion. Minimum So
, E b d d aluminum 1�osts shall be isol acing 5/8- 3/4, 1" TL PE #50407
8. Posts supporting carner beams shall have.adequate.foundation for hold down capacity. Min. Edge Distance 5/16- 3/8-�
A minimum of one cubic 'foot of concrete for.each ten square feet of kreen roof.
Trical Super Gutter to �ascia Detail
BEAM STITCH SCREWS 0 24� O.C. 2 X 2' PURLIN (MAXIMU
TOP AND BOTTOM (JIO SMS TYPICAL) P URLIN SPAC�W 7'-Q-) (2) #1041" S.M.S. 24' O.C. into RoFter Tails
aid.(2) at E=h Gutter/5row CaT,=tkXj
2' S.Mi!i. Gutter Brace at h
2 #10xl/2' 5.M.5. at
Z' X 2" PUFUINS ATTACH TO
BEAM W1 2 110 x 1-1/2* LONG
SCREEN ROGIFF'BEAMS"- SIZE S�M.S� (MINIMUM - TYPiCAL)
E
?ER TABL-E 101 )AIAI(iMUM 72 EACH(MIN.) 110 X 1 1/2" L)NG
SPACING 8' - O.C. S.M.S. (TYPICAL)INTO SCREW f OSSES.
SECTION Of CONCEALED FASTENER CONNECTION 1" X Z' OPEN BACK FASTENED-- 2' X 2' PURUNS ATTACH
To POST WITH (2) ro S.M'S. TO BEAM-W/2 #10 x
1-1/2'LGNG S�MZ.
1".X 2 1/8' X 062 (MINIMUM- TYPICAL)
RECE[IANG CHANNEL
ALTERNATE CONNECTOR 0 I`X 2* OPEN BACK F"M BEAM STITCH SCREWS 0
X I' X I/I6",ANC4_ES 2" X 2-PURLIN (MAXJMUf To 2" X Z" VIATH po ".s.0 24' O.C� TOP AND 807TOM
2'LONG BOTH S40ES PURUN SPACING 7'-0') 0 Exls� Wood 5xve Fascia .24�'D.C. (TYPICAL) 1 (#10 S.M.S. TYPICAL)
On Tftm6ft at 241 O.c.
0 ?F�A
.01015 Rec. Chxml 4on Bearn to CoAter Connection w/5 #10xi
c n E=h Si& or 2'x2x.0q5 Arqlee on Ecrh Side w/4 #joxj
(4) f8 S.M.S�NTO BEAM (2,#6 S.M.S. INTO
EACH &DE OF PURLIN TYPICAL POST TO BEAM CONNECTION
- EACH SIDE(TYP)
SCREE�ROOF BEAMS- SIZE BEARING WALL
PER TABLE 101 /MOIMUM
SPACING 8'- 0" O-C-iK 2"x 2"x.125"angle
Side beam W1#10 2'X 2"x.125'angle
SECTION OF ANGLE OR.CHANNEL,CON N ECTORS in both membersi each side girder with
0 0 0 0
#10 SMS into girder.
0
PLIRLIN TO BEAM CONNECTIONS
.0 0
0
0
0
a 0 0 0
0
Attach to wood
w1114"x 3'lags 0
-0
0
RECE[VING.CHANNEL
W1(3)410=4-1,NTO 0
GIRT EACH FACE&(3) -Alum plate'.125" thick
I OX314'INTO UPRIGHT J HOST STRUCTURE 14,
both sides W/
sms eac me-m-i6er.
'Girder shall be one h
sl
ze larger than
tributary bearn. SELF-MATING BEAM Attach to,masonry
self-mating beam W1114'tapcons with
min. 2"embedment.
SELF-MATING BEAM SIDE PLATE CONN.
T)W OR 2"X3'ME _(4)#IQ x 1)��SMS INTO SCREW
MBER— BOSSES
TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER TO HOST WALL Detail applies gable, hip, dome, and mansard connections.
and 12 - #14
Plate maY be internal or external. Use .125"plate
sms for 2"x.9"and .25 plate and 16 - #14 sms for 2'x 10".
—SNAP OR SELF-MATIN BEAM
ONLY
PURLIIN
PURLIN DEPTH-XZX 1/8"5032-H32
EURLIN OR GIRT TO BEAM OR POST DETAIL ANGLE EA SID�
OR
PURLIN DEPTH KZ X.06T 5032-H32
2' X 2" PURUN MAY BE INTERKALCLIP.YV1(4)#I0X3[4'TEIK
PATIO/POOL SCREEN. ENCLOSURES
sLMNC OR HOWONT
2'x 3'E)(TRUSICIN
COVER PLATE 2-X2"yY.'ANGLE WjTH(3)#I0X%* L Harold William Coff ield
EACH LEG EACH SIDE----A 2"X2'X%'INTERI1
_L
AWLEWITH(2)
#10 X%�EACH LEG EACH
2743 Anniston Rd.
No I QH POST AS REQUIRED SIDE ------
rx-__sMa
SEE SHEET FOR— Jacksonville, FL 32246
r- X 2- X 1/8- ANC StZE
2 4-E
END WALL COLUMN SELECT WTH 2 #10 &M.S. IN
—UPRIGHT 904-343-3052
PER TABLE 102 EACH LEG,
FL PE #50407
END WALL PURLIN CONNECTION DETAIL gfK__qL0PE[)PURLIN CONNECTION DETAIL
Bearn(SAWandPost(SvIS) izes for P061 Enclosures - 2010 FBCCatepory i Bearn(ShMand POSASAT
�-tRB
Team sizes for mind speeds up A, 120 mph. 121 to 140 mph use next larger size, Seani sizes for vvind speeds up to 130 mph, Exposures 6 and C.
SD----cin*q TO.C. 6? 031 7' O.C.
Spacing 5' OX. 61 O.C. 71 O�C.
2"x 5" - 180" 21M pudins 2"x 5' 7-0" 2'�/�/" purlips 2'x 5" 16-0" 2'�(2" PLWHns
2"x 5- 100" 2 X 5" 117'70' 2"'x 51" 16'-0- 2"x 6" 21407 2"x 6" 100" 2"X 6" 1 SO" ki
2"x 6" 21 W 217 x 6" 1 9Q, 2"x 6" 100" .2"x 7" MY" 2'x 7" 230" 20 7" 200' NI
Wx 7" 200" Y 1. 7" 23W YX 7" 200" 2"x 8" 300" 270" pudts 2"x 8" 3 V-0' 2""x3l' purlins 2"to S" 29'-0" 2"'xYl purlif is
2"X 8" 300" 241" puMns 2ax8" -= 3V-0' 2"x3'purlins 2">o 8" ISO" 2137 PLWHns 2-x 9- 400" 9' 370" 2"x 9" 300"
uriips
2"X 97 AM 20 374" 2a x 9"1 35'-011 MIT' = 48"-T' 2"'x4' purlins 2q AT 100" 204" pudins 2'MY 415-0" 2x 'pu
2'f x4l V 48'4'1! 2"',-4!" purlins 2"'x1011 441-(),l Tx4, pu r 1"'i n s 2"AD" 4,V-0" 2"x4' puirlins
Post0jes for Mind speeds up to 130 mph.
PDst sizes for wind speeds up to 120 mph, 121 to 140 mph use next larger size. e "xT beam a d
Post must.be within twb sizes of ]learn regardless of height. (EX: 2"- Tbeani and Post rhust be within tvio sizes of beam regard! ss of height. (EX: 2
27016A 2")c5" rnax. hEighta.;-- 7' sp-,,c:ingis !2'-�',1'7, ifhighei-,, posr- chai-�'- I-riustbc- use���-)
2"X 5' paswt.�, 2""x height at 7 spaicing, is 12'-0'-, if higheir, postch�irtirnust be Lls�ed,)
Exr,osure B Exposure 8
Spacing 5' O.Cm 00A 7' O.0 sp�cing:5' O�C 6' O�C� - 7' O�C.
20 4" 12'.-IT" 2",-,T7 gifts 21"):4" 100" 2 52'g i rtts 2"'x, 4 -0' 2 g i r
2"x 4" 120" 242" girts 27 x �j 00" 2427 gijts 2"X 4"' 10'-01� 2*�k2, g t s i� U
27 x sa 1,1-cill 2"'x 5,f 131-rjl/� 20 S" 100m 200 !111-0- 2'4 5" 130" 2ax 5" 100"
N 2''-� i6", I 71�07j' 11 2"X 6' Wou 2"x 6' 100a V�
2">: F 17W 2. X 6�' HUD" 20 6- 100-
2""x 7"' 2"'x 7-� 1 2-Y 71?' = 16-01' 20 7" = 100" 2"X 7' NO' 2"x 7" 100"
LT-0- 2"x 87 = 2'93-0�' 21rx3" girts 2">o 8" = 24W 2 13 g i i-its 2'x 9'�' f:� 23'-T' 2'fx3l' gir�--
27 x 8" - AM" MY As 20 8" 20V 2TY gids 20 0- 2 rl 2 g i rt, - VI.
411; V- - 9""' = 30'-0"'
2"X 9" = 330" X 9- 2'X 9" 200' .2"; 9" = 33' Q 2 1, ):�, 4�� � 17 x 9" =1 200"
20 10a giMs 2"x 10' = 35'-Ofl 2f"xr� g-"
21 x 107 ,= WIMP girts 2a>: 1 3,5`-0, -,, -:7-s 2:. -10 3 21-01--- 2 f"x4 1g.I rts
Z -14, g irts 2'x 10" -, 3 2:-0 2 g ii-iLs
EX00sure CC Exposure
spacing PV CACC 6' Oac 7' MCI Spacing 61 CIC3 71 CL Ch
204" -- 1- "-O`�' -'1 2"x 4" = IOW 242" Jos K x 4" W-C)"2' 2 F",,K2 g 1 x
I j � 2 2 1 Z7 x 9 ug" 212"9-lit-s 2'--- 4- S 1-0 2-`x 2! g i t-c7 Z�- 2"Y2 girtz
20 5" 1100n X, 2" -K 9von 11 2"X 5" = 100" 2'x 5" 90'
2"x S' 2, k '-T
�i _0 2"x 6" 114"
2"x 6" 100"' T! K Q 100a 2"X 6" 100" x 6 Vt
2"x 7" 100" 20 7" 20 7' 100" 2"X 7" 100" 2'1,;� 77 2"X 7" DO"
2'X 8" 224" 3-"-'g irt-s 2"r x 8"-'= 2 3, 1 t S
g ft-s- 2f-f x 8'f 201-f-12' 2�,
2"x 8" 200" 250' giits 21"'>,' 8'� = 200' 243'gi. s 2"x 81 1940' 2
20 9" MY" 2-"x 0-;'- = 2 55 f!-o- 2 ki 2" 2'x SF 2SAO' 2"X 9" 200'
20 91 200e
2"x 10" 324" 200; gi-fts 2 -L G';! 2-9. g-,1 _2 x 10 21 T-CJ'�-
10" 320" 27kV gifts 2 x I C 2 9 -C-) 2 gji,.,-s-s 27x 10,17 27-0"'� T`y4" girr-ts
NMDTES:
One pdr 10" stainless steel caloles for every 300 sj T bad bearing "ell area.
ding more than 18'0 from host.
One It" calole on sue walk exten
U C' I C
36" high chair rail girt required and maximum girt spacing is T-0".
2" X2" wind trace reqWred for e%ery
roof s E�ction adjacen
t to exterior screen wall in roofs over Boo s, L and
each roof corner section for smaller enclosures.
Aluminum alloy 6005-T5.., Minimum.SMB wall thickness .044". 7-2 N ST-'Cq-,M-I --I
27 -1
L.. 322,4-i-
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