1635 W PARK TER RESA23-0024 Sheldon engineering_11\/?vcJ_ J/lh 1)6~ I (p Vi ftM/; Jfiltl ,1 u. 1.,,-; /J ({ (};v-;; ( f>t.;,) ~; 2 _-;z $ ")) -y: L/1/':h to'/IL("} l.'•· (),t2 .. h<1'i,1;.!(; .. ,< 1--I-J,I~ ,wr: (( IV;Ji ~< 1 r')/ R!? Wind: 120 mph Exposure: B Category: I I FBC 7th Edition 2020 ' Y(-0'/1?/ M '( "' '/'f; j ". :' ··![ 1"-j I 1, i r'•L-·f-· --... _ii __ ,··-·•·-•·---·------f--------------~,,;:-~.!!/J'//f!❖ ~,:JJ,, ~'Ji',' :::: !Ii,• ==(/j: ~ -en,.,, --.,-')!,., ~O•,o t" ~~-\~A ~ ~~ °' ~~ •:-',t ,, "Q ~ ~'.A.. ,, ~ ~ ,,~ ........ -· * ~ "/1 Q/NEEft ,,-... 111,,,,,,1,\\\\\ (,e, .~ I "-"J j \ I <,I) J(/ I -, \ ,aj ><I 'I "'/ ',< .,, ! ' }, J ,: i · II I )I -··~L-·--··-··----•·t..!:: -~---_____ u _____ _ JZ \~\\1"'\r q' . \ I l. / ·1,~< 1:/ ~ ~j, --··· '----;.::: __ I ...... -J:.-,<J I ,11, ____ 1L: ___ J , ____ zt -~--1 ! I I!., -il,2D I -·-' -:/ Ii c..._...,_ ___ _ \~ J,J'> L l----David Wesley Patoo !Ro@ms 9951 Atlantic Blvd, Suite 317-5 Jacksonville, FL 32225 Vincent Seibold PE 48288 1015Atlantic Blvd. #128 Atlantic Beach, FL 32233 904-568-4112 ~: g ~JI ii 'I . ----~-_17-j_ _____ ...Ji. ___ _, -----·; This item has been electronically signed and sealed by Vincent Seibold PE 48288 on July 28, 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: 232B15D6-DC55-4230-828B-0CD29069372A
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: 232B15D6-DC55-4230-828B-0CD29069372A
..,,,__ __ 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: 232B15D6-DC55-4230-828B-0CD29069372A