732 SELVA LAKES CIR RESA23-0020 PLANS_1\\ \U\\ IJ 1/fli/'. ~\ o~d~ * l1/~[------------------------------~0'J ,.------. ~/. /,?, ~(;JCj / .. -.,:.s,,..~ .:::-os,/,.;. ~~~~ :: ~ ,' o ~ ~ <,..·~~i~ => 1;:u ~ * ..... c, ..... -_,...•-m .a, m• :: _.., •,c> f\) ~: -~~ •i' ~ 00 0,•~-1 '/ 1,:. \ 0) ,,, : ;:/. :::: :,,;,. G~ '•. ./~·~ ½~~---..... •· ~o~ /111 ~R * <S ,~ I//Jfll\\\\\\\°' 1111'.". N 9 I q 0 q I jxz 8~ ;o JU,~ + -;-L~~I en "'1 t -;-1~ --' ~ q + -;-I 12x2 ~ 2x4 ~~ x4 r 2x4 l?v? en ~ t en vi + -;-en ~ + -,. ~ "' en ~ t ----:: I ... --1 I --' Q q t q t t LL, HI~ ~i~ Design Melhod. MI/F.RS Components & Cladding Basic V\lnd Speed 120MPH Building Calegory: I V\!nd Exposure: B Th€ design and span sho.vn Oil this dra.ving are based Oil 1h€ load requirements for the Flonda Buldlng Co&., 7ih Edition. 2020 Groodin Resident #i2105 732 Selva Lakes Circle AUantic Beacll . Fl. 32233 Bronze frame screen endosure 16" kneewall 20/20 screen Sxistin~ concrete slab ~ q + -;-1--r-~ I ... ~ 8 3 ,---0 I ~ z ~ I-----------~------"' g a ~ '---~! . I Contractoc Lifetime EndasUl8S, Inc Jeff Bnar CRC028471 5521 Chronicle Court Jacksonville, FL 32258 1/4"=12" 904-731-55.SO 904-731-5750fax Date:511/2023 Drawn by· Greg Knight _J Vincent Seibold PE 482881015 Atlantic Blvd. #128Atlantic Beach, FL. 32233904-568-4112This item has been electronically signed and sealed by Vincent Seibold PE 48288 on May 16, 2023, using a SHAauthentication code.Printed copies of this document are not considered signedand sealed and the SHA authentication code must beverified on any electronic copiesDocuSign Envelope ID: B4EB1396-114A-4F63-A15B-7383E88BA07B
Typical Gage Bracing Details
Triangular plate w/8 -#10 sms,
cable required when enclosure
S-3/4-11 X I' x 1/8" G<:llv. Strap Ptote·
'Z- 5/1�' Anchor bolt (E>Cpansion Bolt)
� '2.-_l/4-",'( IYi'-f,i..ft:o,-l�. 5/5 Cable extends more than 18' from host.
Galvanized Strap Detail
Ccmelback With 2 -. v4" )( .11/d".Th?u,.is �
One· pair of cables for every 300 sq. ft.wall surface area.
t" 5/5 Cable
NOTE: 1. Self�tappirig SMs· shall be stalnfess steel or zinc coated.
Loop'!ld Cable Detail
2.Members shall be isolated as recommended to prevent torroslon.
General Notes and Design Criteria: 1.Pool/Patio Enc losures and ScreenjGlass Room Additions are designed to _be attachecl to apermanent structure of adequate capacity.
I 2. Toe contractor shall verify that the host structure is in good condition and of sufficient strengt h tosupport the proposed addition.
3.The FBC 7th Edition 2020 is the basis for design wind load as per Chapter 20, Table 2002.4.
4.Maximum purlin spacing is 7'-0'� Internal lateral bracing required for spans over 39 feet.
5.Mean roof height shall be less than or eq ual to 30 feet. Toe height of the addition shall not exceedthe height of the host structure.
6.Toe exposure is per site l_ocation.
7.The pool/patio beam spans are based on open building �lassification. _The typical details shown are
indicative of a standard installation.
8.Fasteners shall have a head and/or be provided with washers not less than 1/2" in dia. For decking
and siding.
MINIMUM POSf SIZE AND NO. OF SCREWS
·Beam Size Post Size #8_ #10 #1+
2x5 2x6 2x7 2x8 2x 9 �x 10
2x4 2x4 2x"5 2X6 2x7 2x8
. 10
10 14
8
8 12 14 16
i 6
6
10 12
1f 16
MINIMUM SPACING AND EDGE DISTANCES #8 #10 #14
Minimum Spacing Min. Edge Distance
5/8" 3/4. 1•
5/16" 3/8" 1/2"
----------------
SCREEN/GLASS ROOMS & ENCLOSURES
Vincent Seibold PE 48288 ._ .
1015 Atlantic Blvd. #128
Atlantic Beach, FL. 32233
Phone: 904-568-4112
This item has been electronically signed and sealed by Vincent Seibold PE 48288 using a SHA authenticationcode.
Printed copies of this document are not considered signedand sealed and the SHA authentication code must beverified on any electronic copies.
DocuSign Envelope ID: B4EB1396-114A-4F63-A15B-7383E88BA07B
..,,,__ __ 1x2 perimerter attach to host.
2" x #10 sms or 1/4 " x 2-1/4
tapcons @ 24 " oc. for cone.
1 x2x1 angle w / 2 -1 /2" x #8 teks ea .. leg
or internally w/ 2 -2" x #10 s ms into
screw bosse :
,, ... · ... "Id . ;
~ < • • ' • ... • ·:. • ~ • 'I, ,
. -~ ~ .· · .. ~,II,.;· ~· ~ ,· • ........ -;.· -!" _· -~
1x2 to2x2 affront wall attachw/ 2" x #10 sms@ 24" oc.
2 -2" x #10 sms thru
sm b into screw bosses . 2x2 chairra il girt .
'-..1 x2x1 angle w/ 2 -.
1/2''x #8 teks ea . leg .
TYPICAL 1 x 2 TO HOST ~T CORN~R . lYPICAL CHAIR RAIL TO POST DETAIL
1 x2 attach to host w / 2" x #10 sms
forwood or 1/4" x 2-1/4" quickset
111----tapco ns @ 24" oc. Min . 1" em bed .
2x2 cha irrail g irt .
~ .... , ... ., ...
Smb or hollow post.--+---_ ..-.
1x2 cont. w/ 1/4" § " x 2-1 /4" quickset1
or 3" x #10 into
band beam for
wo od decks. 24"oc.
,f
2x2x2x1 /8" angle ea.: i
side post w/ 2 -3/4 " x I
#14 sms into post and 1
1/4" x 2-1 /4" qu ickset
anchor.
2 -2" x #1 O sms thru
1 x2 into screw bosses. 1-1/4" embed.
Add angle for each
,.:,.....i.-1..t::a;=.~--.., 2" post s ize. j
Use long er ancho rs
for paver decks or
1 x2 to 2x2 at front wall attach w/ 2" x #10 sms @ 24" oc. 3" x #1 O sms for
wood decks.
"TYPICAL 1 X_ 2 10 HOST AT GIRT . 1YPICAL POST BASE DETAIL
TYPICAL FOUNDATION DETAILS
Pile Type Footing . 1"
Okay to substitute fib errriesh for stee l rei nf.
RibDon Footing Sfa~ on Grade SLAB WITH TH ICKENED EDGE
2500 psi . cone.
·"i,-,,.. . ~---6x6-_1-0(10~!!1 ,/~----.
• ....... _, __ 1 -#5, 2 -#4,-----l-rt-1
,
-----~ or 3 ·. "J-3
rebar cont. . -. .
This item has been electronically signed and sealed by
Vincent Seibold PE 48288 using a SHAauthenticati on code.
Notes:
Printed copies of this document are not considered signed
and sealed and the SH A authentication code must be
verified on any electronic copies
l. Concrete shall be minimum 2500 psi. Cover for rebar to be 3".
2. Fiberrnesh can be used in lieu of wire mesa.
3. Slab on grade can be used for roof areas less than 360 sq. ft. or
for posts with tributary areas less than 75 sq. ft ,
4. Minimum slab thickness to be 3-1/2".
5. Foundation to bear on compacted subgrade with min.~psi
bearing capacity.
6. Pile type footing to have 3/8" rebar 12" long thru posts each way.
7. Ernb eded. a lu minum posts to be isolated from posts to prevent
corrosion.
8. Posts supporting carrier beams to have adequate foundation for
hold down capacity. A minimum of 1 cubic foot of concrete for
each l 0 sq. ft. of screen roof.
V incent Seibold PE 48288
1015 Atlantic Blvd. #128
Atlantic Beach , FL. 32233
904-568-4 112
r. ie,"
DocuSign Envelope ID: B4EB1396-114A-4F63-A15B-7383E88BA07B
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SCREEN/GLASS ROOMS & ENCLOSURES
3"x12" pan roofor comp roof.
1x2 recchan w/2-1/2"x#8teks ea legand 4 into1x2/2x2 or4-2"x#10sms internal.
2-1/4"x3-1/2"or 4-1/2"thru bolts.
Super gutter.
2"x1/16" gutter strap.24" oc w/2-3/4"x#14teks.thru gutter into strap and thru gutterlip into strap.
4"x#10 sms w/ 1-1/4"neo-washer 12" oc.
Beamsee plan.
3-1/2"x#8teks ea 3"x12" panroof.
2-1/4"x3-1/2"bolts thru halfof smb.
Post see plan.
3"x12" pan roofor comp roof.
Comp roof.4"x#10 sms w/1-1/4"neo-washer 12" oc.
4-2"x#10 sms thru post smbinto 4x2 screw bosses.
Post see plan.
4x2 patiow/ screwbosses.
Roof panel.
Rafter.
2 - 2" x #10 smseach rafter.
1"x#10 sms 12" oc.
Fascia.
3-1/2"x#10 teks into bottom and 1 intotop riser for pan roof or 2-2"x#10 sms thruboxed pan into fascia and 8" oc. top andbottom for composite roof.
Sealant.Header, extruded orbrake formed with 1-1/4" min bearing leg.
Comp roof. Comp roof.
4-5"x#10sms.
Post.Screwbosses.
3x2 or4x2 edgebeam.
For wood decks attach post to band beamw/2-3"x#10 sms max 75 sq ft tributary area.
This item has been electronically signed and sealed by Vincent Seibold PE 48288 using a SHAauthentication code.
Printed copies of this document are not considered signedand sealed and the SHA authentication code must beverified on any electronic copies.POST BASE CONNECTIONS.
1x2 or 2x2 attach to gutterw/ 2' or 3'x#10 sms 24" oc.
3-1/2" thru bolts 24" occomp roof only.
2' x 2" x 1/8"angle w/ 1/2"x#8 teks 12"ocfor comp roof.
3-1/2"x#8teks panroof.
3x3 or 4x4 post. 3x3 or 4x4 post
SUPER GUTTER AT SOLID AND SCREEN ROOF.
ROOF TO FASCIA CONNECTION.
POST/BEAM SCREEN/GLASS ROOM.
POST/BEAM SCREEN/GLASS ROOM.
POST/BEAM PATIO/CARPORT.
2x2x1/8" anglew/1/4"x1-1/2"quickset anchor.
Alum post base w/2-1/4"x1-1/2"quikset anchors.
DocuSign Envelope ID: B4EB1396-114A-4F63-A15B-7383E88BA07B
BEAM BEARING DETAIL
WEDG E ROOF CONN ECTIO N DETAI L
Vincent Seipc>ld : •PE:A8288 ·
1015Atlantic Blvd. #128 ··· ·
Atlantic Beach, FL 32233
·-·904-568-4112
I
✓
Corner post 2x2 w/1x2 attach w/ 2" x #10 sms @ 24" oc.
2x3 or 2x4 beam or2x3 mated with 1x2attach w/ 2" x #10sms @ 24" oc.
3" x 12"pan roof
2 - 1/4" x 41/2" thru-bolts each post
2 x post or 3x3,4x4, 6x6 notchedfor beam at edgeor center.
Sub-fasciareq'd whenfacia lessthan 1-1/2"thick or 1-3" x #10sms intorafters
Use angle wherereq'd to plumb hdrto fascia
3" x 12"pan roofor comp.roof.
Cont. ext. header
Cont. extruded headeror .032" brake formedheader.
3 - 1/2" x #8 teks ea.roofpan for non-insul. roof.3 - 1/2" x #8 teks eachroof pan for non-insulpan roof.
4" x #10 sms w/ 1-1/4"neoprene washers @12" oc.
3", 4", 6" comp.roof
min. 2 - 2" x #10 smsthru post SMB intoscrew grooves.
2x2 chairrail
SMB or patio post
Chairrail attachto post with 1"x 2" x 1" x.062"angle clip w/1/2"x #8 teks.
Or 1" x 2" rec. channelw/ 2 - 1/2" x #8 ea.leg and into post.
Comp. roof attachw/ 4', 5", or 7" x #10sms w/ 1-1/4"neo-washer.@ 12" oc.
1/2" x #8 teks@ 8" oc.
Alum. flashing.Blocking to fit.Plywd/OSB bridge.Sealant under flash.
Composite or pan roof.
#10 sms thru comp. into 2x2.
2x2 x.044 ext.
4" x #10 sms thru2x2 into rafter tails.
Rafter tail.
ROOF JUMP
This item has been electronically signed and sealed by Vincent Seibold PE 48288 using a SHA authentication code.
Printed copies of this document are not considered signedand sealed and the SHA authentication code must beverified on any electronic copies.
Pan roof use3 - 1/2" x #8 sms.
Beam see plan.
1/4" x 1-1/2"tap-cons @12"oc. forblock wall orfor stud wall2 - #10 smseach stud.
1/4" x 1-1/2"tap-cons 12"oc.
3 - 1/2" x #8 tekseach roof pan.
Alternate: 2 - 2" x #10 sms thru boxed pan into host.
Beam see drawing.
POST / BEAM CONNECTION
3" pan roofor 3",4", 6" comp. roof
3 - 1/2" x #8 teksinto each pan or1/2" x #8 teks intocomp @ 12"oc.
@ 12" oc.
4" x
DocuSign Envelope ID: B4EB1396-114A-4F63-A15B-7383E88BA07B