85 Nicole Ln 2014 Screen Enclsre 131011
131 0"
2x5 host + 5" struc[ural gutter Plan View
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X 2' Ce a PERIMETER 2- j 0 S-M-S- FIRC�M INSIDE FACE OF Typical Cage Bracing Details
NOT-, j, jsE %'o X 3' 'LG%G LAGS INTO WCOO ��ST POST TO SCRE,�SPLINES C� H04-
-'R' EMBEDMEN T M"Nj"W".)------T T,iangular plate
AND Y X. 2'�" LONG CONCRETE KREWS INTO
EMBED
CONCRETE OR MASONRY CONSTRUC TICIN (I M,-N t-2* X FCI:OW� W/8 - '10 sms�
T-PICAQ/ SPACING 24' C.C. AND MITI-iIN 5' rl-RIZIONTA; (C;R
PERPENDICULAR MEMBER
x AC�OLE,:S 2' WT, 2-j;8 X!,/2' 5-3/All X '(11 1/511 Strop plate-\
S.M-�- AT A,H. C, Cable required
when enclosure
Bolt)
�-F MATNC P�ST OR POST. �Z- 5/16" Anchor bolt extends more than
18' from host.
.'H.D S'T CTUR-- 2—
MENT
One pair of cables
Galvanized Strap Detail for every 300 sq. ft.
wall surface area.
TYPICAL 1 x 2 TO HOST AT CORNER TYPICAL CHAIR RAIL TO POST DETAIL
C(�Zr-n 6.1 bac,k Nith (2)
1/4 x 2 NICC Sleeve
Post 5/5 Cable ob!e
Quicksets
X 2' C�
0 PERIMETER 1"x 2"cont.
FASTEN PER NOTE#1- 2"x.2"x.125 angid .
2"X 2- HOLLOW HOM20INTAL wl 1/4"tapcons each side post
(GRT)- '--Looped Cable
at 24"o. c. 2 - #10 x 44"sms
NOTE#I: USE X 3' LONG LAGS INTO ZI�14x5- /2" Tapcon on Side of Deckl
into post and. /4" 'a
WOOD-HOST.AND Vip X 2V LG,�G or Through Paver into Footer
CONCRETE SCREWS INrD CONCRETE Of�
tapcon w/2"embed
MASONRf CONSTRUCTON (1' EMBEDMENT 2'Min
TYPICAL)/ SPACING 24- O.C. AND MTH(K
6'10F EACH PERPENCICULAR MEMBER Looped Cable Detail
edge 11 be stainless steel or zinc coated.
'51 NOTE-. 1.Self-tapping SMS sha
2. Members shall be isolated as recommended to prevent corrosion.
2- 1 10 a�M s FROM INSIDE FACE
OF
I X 2 08 NTO,�CREW SPLINES
OF HOLi'f')W GiRT EMBEDMENT
General Notes and Design Criteria:
1. A screen enclosure is designed to be attached to a-permanent structure of adequate capacity.
2.. The contractor shall verify that the host structure is in good condition and of sufficient strength
TYPICAL I x 2 TO HOST AT GIPT. TYPICAL POST BASE DETAIL to support theproposed addition.
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'-0". Internal lateral bracing required for spans over 39 feet.
TYPICAL FOUNDATION DETAILS 5. Mean roof height shall be.less than or equ.al to 30 feet. The height of the screen shall not
exceed t
Ribbon Footing Slab on Grade Slab With Thickened Edqq 6. The exposure category is per site location. 'C" for structures along the coast and "B" for all
others. he height of the hoststructure.
x 6 10/1. 0-WM. cation. The typical details shown are indicative of a
7. The spans are based on open building classifi
standard installation.
0 8. Fasteners shall have a head and/or be provided with washers not less than 1/2" (13mm) in
6 x 6 1.0/10 WM siding,
diameter for dec-king.pino— .
I - #5, :1 - #4
---------- or 3 - 4f-3 MINIMUM POST SIZE 4ND Nb. OF SCREWS
rebar cont. Beam Size Post Size #8 #10 #14- PATIO/POOL SCREEN ENCLOSURES
2 x 4 2 x 4 10 8 6
2 x 5 2 x 4 10 8 6 7777
2 x 6 2 x 4 10 8 6
NOTES:
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 used in I eu of welded wire mesh. Harold William Coffield
ft. or for posts with tributary areas 2 x 9 2 x 7 18 16 14
3. Slab on grade shall be used for roof areas less than 360 sq 22 20 18 2743 Anniston Rd.
less than 75 sq. ft. 2 x 10 2 x 8
Jacksonville, FL 32246
zoo
4. Minimum slab thickness sha i be 3-1/2".
i minimum bearing capacity, MINIMUM SPACING AND EDGE DISTANCES
S. Foundation shall bear on compacted subgrade with 1500ps 904-343-3052
#8 #10 #14
6. Pile type footing shall have -1/8" diameter rods 12" long.thru posts.each way�
t corrosion. um Spacing 5/8ff 3/4' Ill FL PE #50407
Minim
7. Embeded aluminum posts shall be isolated from concrete to preven
-ns shall have adequate foundation for hold down capacity. i Min. Edge Distance 3/811 112" ............
8. posts supporting carrier beai 5/16
A minimum of one cubic.foot of concrete for each ten square feet of screen roof.
Typical Super Gutter to Fascia Detail
BEAM STITCH SCREWS 0 24:'O.C. 2' X 2' TURLIN (MAX;MU
TOP AND BOTTOM (#10 SMS TYPICAL) PURLIN S ACING 7'-0')
(2,1 #l0x2' S.K5, 241 O.C. into RaFter T4jjs
CA L)- P md (2) at E=h Gutter/Bra= C�riri=tjon
OM �'D 2' 5.N.6, Gutter Brare at Exh 5ea-M
2 ISIOxi/2' 511.5. at Ec4h Broi;e
Z'X 2' PURUNS ATTACH To
BEAM W/2#10 x 1-1/2-LONG
SCREEN ROOiFF 55EAMMS- SIZE S.M.S. (MINIMUM - TYPICAL)
PER TABLE 101 MWXIMUM 2 EACH(MIN.) #10 X 1 /2-LONG
"IN
8' - 0* O.C. S.M.S.(TYPICAL)INTO S(REIN BOSSES.
SPACING
SECTION OF CONCEALED FASTENER CONNECTION I- X r OPEN BACK FASTIENED� 2' X 2' PURUNS ATTACH
TO POST WITH (2) #10 SALS. 'To BEAW-W/2 110
1",X 2 I/a' X m a 1-1/2-LONG S.M.&
RECEIVING CHANN (MINIMUM - TYPICAL)
ALTERNATE CONNE OR .............. 1`X 2' OPEN 8' BEAM STITCH SCREWS 0
I-X I- X 1/16- ANGLES 2"X 2"PURUN(M XIMUM ACK FASTENED
TO 2-X Z'WITH po S.M.& 0
2'LONG BOTH SIDES PURLIN SPACING 7'-0-) Extstk-q Wwd FAWO Foacla 24' O.C. TOP AND BOTTOM
24'D.C. (.TYPICAL) (#10 S.M-S. TYPICAL)
On Truiae* at 2-4' O.C.
.09,� ROG, Ch7yxi on-bear,to Gutter corection W/5 #l0Xj F05T
0 cn fAxill 5ide- or 2'x 2 4:c.Oq 3 Angle5 on E=h 5fdc LuI4 #10xi
(4) #6 S.M.S. INTO BEAM (2) #8 S.M,S. INTO
- EACH SIDE(TYP) EACH SiDE OF PURUN TYPICAL POST TO BEAM CONNEC7ION
BEARING WALL
SCREEN ROOF BEAMS- SIZE
PER TABLE 101 /MAXIMUM
SPACING 8'- 0" 2"x 2"X.125"angle
each side beam wi4rlu 1 2"x 2",x.125'angle
SECTION OF ANGLE OR CHANNEL CONNECTORS
SMS in both members. each side girder with
0
------- #10 SMS into girder.
PVRLIN TO BEAM CONNECTIONS In 0� - 6 0
0 0
0 0
1 0
0 0 .
0 0
a 0 0 0
a 0 Attach to wood
0 :,
REC61VING CHANNEL 0
W1(3)#10X314-INTO 0 0
GIRT EACH FACE&(3)
vi/i/4,x 3"lags
Alum plate .1.25"thick
#I OX314'INTO UPRIGKr 0 0 0 HOST STRUCTLIkE both sides w/to--tt:A-
sms each mem er
Girder shall be one
SlZe larger than I
tributary SELF-MATING BEAM Attach to masonry
Self-matjng be beam. w11/4'tapcons with
0
0
0
0
0
min. 2"embedment. SELF-MATING BEAM SIDE PLATE CONN.
Z"X2'OR 2"X3'IvIEMBER-- \_(4)#10 x I X'SMS IM 0 SCREW
BOSSES
TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER TO HOST WALL Detail applies gable,pip, clome, and mansard connections.
Plate ma� be i'
ntdmal or external. Use .125"plate and 12- #14
SNAP OR SELF-&ATING BEAM sms for 2"x.9"and .25 plate and 16 - #14 sms for 2'x 10'.
ONLY
PURLIN
�PURLIN OR GIRT TO BEAM OR POST DE-AlL PURLIN DEPTH X 2"X 1/8"5032-H32
ANGLE EA SIDg
0
PLIRLIN Dr-FrH�2-X.063-5032-HU
2" X 2" PURLIN MAY BE INTERNAL CLIPW/(4)#IDX3t4'TEK
SLOPING OR HORIZONTA PATIO/POOL SCREEN ENCLOSURES
2'x 3'E)(TRUSION
COVER PLATE
TX2"XYe ANGLE WIT44(3)#10 XY4* Harold William Coffield
EACH LEG EACH SIDE 2'X2'X%-INTERNA
ANGLE WITH(2)
#110)C%�EACH LEG EACH
SIDE 2743 Anniston Rd.
NOTCH POST AS REQUIRED 2X SMB
SEE SHEET FOR—
e I I SIZE Jacksonville, FL 32246
2* X 2;X 1/8" ANGLE
END WALL COLUMN SELECT WITH #10 &M.S. IN —UPRIGHT
CH
PER TABLE 102 EACH LEG. 904-343-3052
FL PE #50407
END WALL PURLIN CONNECTION DETAIL Oft. SLOPED PURLIN CONNECTION DETAIL
'ol
-1 21
Beam(SMB) and Post(SMB) Si es for P of Enclosures - 2010 F13C Cateciory i Beam(SMB-1 and Post(SMB) Sizes for Pool Enclosures - 2010 FBC Categoty.1
.Bearn sizes for wind speeds up to 120 mph. 121 to 140 mph use next larger size, Beam sizes for wind speeds up to 130 mph. Exposures B and C.
SDacinq 5' 0.C., 6' 0,C
71 O.C. Spacing VO.C. 61 O.0 71 O.0
2"x 5" = &-O'l 211/.)" purlins 2"x 5 17-0" Z5,2? pur! n�, 2" 2"'x2" purlin��
2"'X 5" = 2""X 511 2 5 0 61/ = 211`-Off 2" -19'-Of"
, ��rl = �of-off 111 'IF - /� X0 0
2"X 6rl = 211-Olf 21" 1.) i., =: IN I/ �_!_0111 M i�l
I/ 3T_OII "I AQ IN 2" T = 2_-) 2"'x 7 23'-0"' 2* x 7"' = 22'-0""
211^ 711 = 25t-O" 211 X Tr = 2 2"'x 7" = 22'-0" 2 11 8 11 = _-3_,1 I-Olt 2"_-3" purilins 2" 31'-G' 2"x3l` purlins 2"'x 8" = 29'-0" 2:ftx3f' purlins
21'r x 8"l = 3411-011 2,rlx3f' purlins 2l1X 8" = 311-011 I�3- pu,-ij IN 11 NJ N11
2"x 811 = 29'-0" 2"x3"purlins 2" 9" = 41-'-0" .2"x 01' 37-0" Tr/\ 911 = 3DT-O'
211 x 91, = 41'-0" 2/1 , Olt -D-71-01111 11 X1 2ri Al 'ins Y' -1 Olt "'-0" 2"x4" purlins 2"x1O" = 41-'-0" 2'f-14l' purlins
2ff 11 -1 _J/ 2"- 9" = 35'-0"' 0 F-0"" 2",-4"' pun
-�10'r = AT-Otl 2"x4l purlins 2"'x10" 4-Arl_o, ?7,Xa, purlins 211 x 0" purlins
Post sizes for wind speeds up to 130 mph.
POSt sizes for wind speeds up to 120 mph. 12:1 to 140 mph use next larger size.
Post must be within two sizes of beam regardless of height. (EX: 2"X 7"' bEzam and Post must be within two sizes of beam regardless of height. (EX: 2f` X 7" b--am and
2"X 5"' Dost, 2l`x 57" mi ax-, height at 7' sp 2" -� 5" post, 2"x 57" maX. heigh-L at 7' sQacing *IS 1-21-01", if higherl post- chatt irriust be used.)
acing is 121-011 if high;er post chatt niust be used.)
L
Exppsure EXP sure B
-Spacing 5, O.C7 61 O.0 7' O.C. Spacing 5, O'C' 63 0,C 7' OX.
2rr X 41" 1 2T-011 2"'X21t gifts 2"X '-Olt it -It 2'x 1�)�-ntl ', , g i rts 2 If X 4 V-0" 2fx2f7 airts 2"'x 4f` 1-01-0" 2"x2 Q i ifts
-L5 _2
Z X 4, 10'-011 2'f—, ,' g ii,ts Of,
-C - -011 NX
2"x 5" 51j 131 2"x 5 If = D
2"A 121-017
?" 51" := 12'-0"' NA
A U I - - -% 6" = 2"x 6' = 21'X 611 1!-Olf
21' 17-01" ;5 2" D
V, 211", N.1
2 x_ 7,11 91-01, Tf 171-Olf IN 2`1 7`1 161-0" il Z_ x 7" = 9'-0" 1, 71" = I/ -011 2"- 7" 16'-01"
21!
giirts 81, -,�:_Olr 2 8 If = 2 T-0"t TrX3 (_ITL� 2`1 of! = 22-Irf-011 2 3 g
:V 'A, 8�l 23'-0" 2fIX37' girts
W -77 V, T NN
A.) g it 1_5 2 2`-3' off.
2 x 9,11 211 X 011 30,-0",
X 9" 301-0" -ruff N11 9" 28'-0"
Ir - If 1 11 11!
lot,
0' 21jrXAIY g r��LC: if X ft rZ-� 35'-0' 2f`Y4,"
-Olt -'t gi -0
2 X 10 'D 0 2`�<Al g I
Exposure C
Ex n a 5 U e
0
St -D Spacing 5' 0,C,
pacing -, O'C' 6' 0 cl 7;
v� -f Cy nI7 ft Aj f! 0.C. If f'" -If IT
X girt-
-OL, 2" J X
_8
'If 211 -11
LS it
21"A v-o` X fT-O' 2"X 9 11 X -Olt
-OT-on I% R IN 10, Z� X
211 )11 X
AO 21�'X 6,rr If 6' = A
ZI x 6`1
211 71" "-Olt ll ft 21! 71f = -0 21rAT 1_-3!-0
2`f x 77 7 AN
G ftS X 8" 201-0' 2"V_ ail 2'x rS7 = i '_0 2 3 g i r S
1 -1 T-0 277-011 21!,,
7. fF C!,
21f 8" = 22Y-O" 25-3!l girt� 2" 12 8"` = _20,-0t, g X If 2 ncs
0
V
21"X 9" = 2 9 It X 0 2" 9 2 33 0
911 = 2nYf-O-'I fa, ki
it t_ft -o i r�
2 1
girt
21" 2 10,- -7 2 9 ni 2' 10' 271
10" 321-071 2"x�L!V' ahr- 2`f� 11 01 =: 291'-0"l gir- xiol
2fl 2 Al
NOTES:
One pair 1/8" stainless steel cables for every 300 sq. ft. load bearing wall area. -------
One 1/8" cable on side walk extending more than 18'0 f orn host.
36" high chair rail girt required and maximum girt spacirg is T-011.
2" X 2" wind brace required for every roof section adjaceit to exterior screen wall in roofs over 800 sq. ft. and
each roof corner section for smaller enclosures.
Aluminum alloy 6005-T5.. Minimum SMB wall thickness .044".
322-4