1845 FORSYTH CT SCREEN ROOM !.JVJ�
CITY OF ATLANTIC BEACH
s 800 SEMINOLE ROAD
j ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
19,
RESIDENTIAL ADDITION
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-SCRN-1657
Job Type: SCREENED ENCLOSURE
Description: 5 x 10 Screen Enclosure on existing slab
Estimated Value: $2,682.00
Issue Date: 8/25/2015
Expiration Date: 2/21/2016
PROPERTY ADDRESS:
Address: 1845 FORSYTH CT
RE Number: 172097-9840
PROPERTY OWNER:
Name: METTE, CANDACE L
Address: 1845 FORSYTH CT
GENERAL CONTRACTOR INFORMATION:
Name: LIFETIME ENCLOSURES, INC.
Address: 5521 CHRONICLE CT QA VICTOR RANSONE ZIEGLERII
Phone: - -
PERMIT INFORMATION:
FEES:
PLAN CHECK FEES $31.71
BUILDING PERMIT FEE $63.41
STATE DCA SURCHARGE $2.00
STATE DBPR SURCHARGE $2.00
Total Payments: $99.12
1
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
COPY
AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE
TO: Buildin nspection pivision, City of Jacks nville,214 North Hogan Street
Home Owner:
Name. �4—
2 —tl-/
et d rens 1 1 .
City. State an ip Code LIFETIME ENCLOSURES,INC.
JEFF BRIAR
Contractor:
71
Permit Number B-��- 5 r) 2544
5521 CHRONICLE COURT
JACKSONVILLE,FL 32258
As the Contractor for the proposed new structure located at the I have personally viewed
with the above named home owner those portions of the existing structure on which portions of the
proposed new structure are to be attached for structural support.I am confident that the drawings and details
included with this permit application depict the existing conditions of the host structure,and the members of
the existing structure upon which the new structure are to be attached are sound with no rot or deterioration
The home owner has been advised by me that,in my best judgment based on experience and knowledge of
structural adequacy,the members of the existing structure upon which the new structure are to be attached
are sound with no rot or deterioration and will support all structural loads and forces imposed on them. By
signing below, I hereby declare that I will hold the City of Jacksonville harmless and release it from any
responsibility and liability for any adverse consequences or failures resulting from this work,and further
that I will not initiate,execute or enjoin any legal action against the City of Jacksonville for such
consequences or failures.
A copy of this document will be recorded as an official record with the Building Inspection Division
permit history so that any and all future buyers/owners of this property may be made aware of the
status of work performed on this structure.
Signed Date
Before me this day of
In the County of uval, State of F10 'da,has ersonally appeared
L herein by himself/herself and
A S 11 stat m nts and declar ons here' re true an v ate. O
otary Public at Large, State of ,County of Z�
Personally Known or Produced dentification
ID Type _
���"� p� -HALANA L KAKAS
t. r:?Y COMMISSION#FF116189
�'Q o ExriF-iES April 24, 2018
(407)3q" 5; -.!::::ai4otHryService.corn
I•".a f
HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT I a
The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your
residence. The table below, Sunroom and Screen Enclosure Requirements provides a brief description of the various
sunroom category requirements. There may be restrictions on the use of your present home depending on the category
of sunroom you are installing. The property owner is hereby notified that should they make changes to the sunroom
which could include, but not be limited to, addition of any form of temperature control system or removal of the
doors/windows separating the sunroom from the host structure, the room may become non-compliant with the
requirements as mandated by the Florida Building Code, the Florida Model Energy Code and State Statutes.
OWNER
wiroom. I-v _
I have read this complete form and understand I am receiving a Catego � ) r J�L�
Printed Name 1 Address r
r Date:
S /✓1
igned: ,
L-, `
Signe this day of L v n the County of Duval,State of Florida,has personally appeared
Befo
herein by himself/herself and affirms all
s atements and declarations herein are tr a and accurate. °�M'yf" °•.
SHALANA L KAKAS
MY COMMISSION#FF116189
Notary Public at Large.,State of__ County of_ I �•ID—
VY
Personally Known EJor Produced Identificationer tiEXPIRES April 24, 2018
r id allot a ry Seryice.com
ID Type
Sunroom and Screen Enclosure Requirements
IV V
Category I II III Yes
Habitable Space
No No No Yes
Foundation Walls <200p1f Walls<200pif Walls<200pif can Walls <200plf Walls <200pif can
have 8"W x12"D can have have
OD
can have 8"W can have 8"W e
x1 2"D ftg or 3- x12"D ftg or 3- ftg or 3-1/2"slab if OR hav'D ftg ftg OR have site
1/2" slab if no 1/2" slab if no no concentrated OR have site specific
concentrated concentrated load >7501b OR specific engineering
load >7501b OR load>7501b OR have site specific engineering
have site specific have site specific engineering
en inee ing engineering
Existing exterior
GFCI outlet Relocate or add additional outlet to exterior if enclosed Required
Exit Lighting Not Required Required Required Required q
IElectric Not Required Not Required Required Required Required
nterior
Outlets_
Emergency Egress from Egress and Exit Egress and Exit Egress and Egress aril Exit
Escape exist. structure must meet code must meet code. code.Exit must meet must meet code.
Openings allowed if open to
atmosphere and
has screen door
leading away
from residence.
Misc.Window Host structure Windows must Windows may be Host structure Host structure
and Door windows/doors be removable fixed or removable. windows& windows &doors
shallHost structure doors may be
Requirements shall not be Host structure w ndows/doors w ndows and be removed. Forced entry,vairr
removed.
shall not be doors shall not be Forced entry, leakage and water
removed. removed. Forced air leakage penetration
entry, air leakage and water requirements
and water penetration apply.
penetration requirements
requirements apply.
apply.
Wind Borne Required, can be on host structure, if built under existing
Debris Opening Not Required Not Required roof
Protection Required
Energy Sheets Not Required Not Required Not Required Required
AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE
TO: Building Inspection Division, City of Jacksonville,214 North Hogan Street
Home Owner: All Dq-&
Name
StreeV ddress.,,
l� ci L��U A(�.l t , 4 b �X�r� 3 i
City. State and Zip Code
Lifitime EMAMM 2M
Contractor: 5 21 Chmk.�Ct.
a,.*oviffe, f,3225b
Permit Number II- -
As the Contractor for the proposed new structure located at the above address, I have personally viewed
with the above named home owner those portions of the existing structure on which portions of the
proposed new structure are to be attached for structural support.I am confident that the drawings and details
included with this permit application depict the existing conditions of the host structure, and the members of
the existing structure upon which the new structure are to be attached are sound with no rot or deterioration
The home owner has been advised by me that, in my best judgment based on experience and knowledge of
structural adequacy,the members of the existing structure upon which the new structure are to be attached
are sound with no rot or deterioration and will support all structural loads and forces imposed on them. By
signing below, I hereby declare that I will hold the City of Jacksonville harmless and release it from any
responsibility and liability for any adverse consequences or failures resulting from this work,and further
that I will not initiate,execute or enjoin any legal action against the City of Jacksonville for such
consequences or failures.
A copy of this document will be recorded as an official record with the Building Inspection Division
permit history so that any and all future buyers/owners of this property may be made aware of the
status of work rformed on this structure.
S igned - Date
Before in ,thi day of
In th Coun of Duval, State o lorida,Lasper�sonally appeared
SFif�►1J�NA L KAKAS rein by himself/herself dr`� �; `€+=£
t _ MY C.OMMISSION#FF116189
sails tements and d larationsgierein are tVe and"'accurate. = XPiFqS April 24,2018
i§i� rhoidrANotaryrservice.com
o Public at Lar e, ate of ,County of
Personally Known or Produced dentification
ID Type
w4 -
Y
N •
n n n,n' ti,,vF
N b
17
~ 90' 301T00"' W
8.36
I 50
00,
CONCR t _
rn
{
Q, ttil .e _oswF t�af _
icpi
S 0000'00" W _ _
18.25'
N 57'50'35" W 27.00' (FIELD) 'K ' 4sa ' _
CHORD= N 57'52'02" W 27.00' _--
RADIUS= 25.00' ARC=
DELTA= 65'22'36'
S 03'50'17" 'N
19.44'
NOTES: `'•
1. THIS IS A BOUNDARY SURVEY. F
2. BUILDING RESTRICTION AS PER PLAT. -
3. BEARINGS BASED ON THE EAST LINE OF =
LOT B. FRANCIS COVE THREE, BEING
S:_—'zH 0034'13" EAST AS PER
*P .SHOWING SURVEY OF
_OE'$, FRANCIS COVE T:TREE, AS RECO R •EO �. :PLAT BOOK 56, F =S 25 }ND 26A OF CURRENT PUBLIC RECORDS OF [
CKC—EPT THE FOLLOWING DESCRIBED PARCEL.
BEGIN AT THE NORTHWEST CORNER O_F SAID LOT 8, FRANCIS CcAFE THREE; THENCE NORTH 89'26'40" EAST, ALONG THE
A DISTANCE OF 40.00 FEET TO THE EAST LINE OF SAID0810 3AST LINE I
7 FEET TO THE.13' EAST,INTERSECTION OF EAST ONG THE ELINE OF RE
OF 10-1 -0 FEET; THENCE SOUTH 4329'27" WEST A DIS AT ANCIE _u
NORTY. "JE OF RESIDENCE 1845 (FORSYTH COURT), THENCE NORTH 90'00'00" WEST ALONG A WESTERLY EXTENSION OF
1 OF RE-- _'!CE 1845 A DISTANCE OF 8.36 FEET, THENCE SOUTIH 0000'00" Wf-ST ALONG THE WEST LINE OF RESIDENCE 11
SOUTH 03'5617" WEST, A DISTANCE OF 19.44 FEE
9 FEET --` SOUTHV.�ST CORNER OF SAID RESIDENCE 1845; THENCE S..
sou-1- 0. SAID POINT 1L"fINC ON A CURVE CONCAVE TO THE NORTHEAST AND HAYING 2 RADIUS OF 2:
NORE ARC - S� R AND ALONG SOUTH LINE OF SAID LOT 8. A DISTANCE OF 28.53 FEET, MA
65 _ ^ ?0 S C- NORTH 57'52'02" EAST AND CHORD DISTANCE OF 27.00 FEET TO THE WE`
VdEST LINE OF SAID LOT 8, A DISTANCE OF 130.42 FEET TO THE POINT OF
gD'v1s�0j�
^� s Si
r ^
e
89'28'43" 401.CJ — J'
N89'26'40"E
40.00' _ QUN9^::GN-QBf-E-
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89'36'08" E 50.07' AFI QLD)FOUND 1/2
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7.5 BUILDING
s€� x RESTRICTION LINE
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_. _.:. ........ __ '... ......... _.... ....................
(REVIEWED FOR COOL COMPLIANCE __ . __
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL -
---- ......... \_ \ \_�
-REQUIREMENTS AND CONDITIONS --- ---- \ \ \
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LEFT SIDE ELEVATION LONGITUDINAL E
SCALE-1/4"=V-0„_ SCALE 1/4"=1'-(
'►" ' Chapter 2 - Screen Rooms
REFER TO TABLE 203
FOR ALLOWABLE SPANS o
CONCRETE FASTENING PER
CONNECTION DETAILS BY
LOAD CONDITION(TABLE 207)
z
� I
4" NOMINAL PATIO SLAB ~
a
W/6 X 6 X 10/10 W.W.M. o
OR SYNTHETIC FIBERS AND VAPOR BARRIER
ON WELL COMPACTED SOIL.
0 ° (CONCRETE STRENGTH TO BE O MIN. OF 2,500 P.S.L) z
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w
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w 1� - O
_FOOTING DETAIL ��
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I (SCREEN WALL ON PATIO SLAB(ONLY) 2 w
a
z
w
c
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L
REFER TO TABLE 203
FOR ALLOWABLE SPANS
CONCRETE FASTENING PER
's
CONNECTION DETAILS BY
I� LOAD CONDITION (TABLE 207)
1
4" NOMINAL PATIO SLAB o
W/6 X 6 X 10/10 W.W.M. Lu
OR SYNTHETIC FIBERS AND VAPOR BARRIER o
ON WELL COMPACTED SOIL. 3:
0 0 0 0 (CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S.I.) z
o
w
v
X4
K ,.
a
/ w
m
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1 o
FOOTING
WIDTH �I \ REFER TO TABLE 205
FOR REINFORCING a
FOOTING DETAIL F2 J
(PATIO SLAB W/ MONOLITHIC EDGE FOOTING) 2
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 2 - 6
' Chapter 2 - Screen Rooms
DETAIL C1 UTILIZED FOR FOUNDATION CONNECTIONS WHERE NUMERIC VALUE IN
PARENTHESIS FOR ALLOWABLE SPAN (TABLE 203) OF POST IS 1; AND, DOES NOT
EXCEED SPACING VALUES IN TABLE 207 (TYPE I OR TYPE II). C1(a) IS A SPECIAL
CASE WHERE SCREEN WALL IS FASTENED TO THE TOP OF A MASONRY WALL(REFER
TO C1(a) NOTES BELOW). TO PLACE A POST ON A MASONRY WALL, IT MUST SATISFY
TABLE 203, TABLE 207 AND TABLE 215. COLUMNS (POSTS/UPRIGHTS) MUST NOT o
EXCEED ALLOWABLE SPANS IN TABLE 203. NUMBER IN PARENTHESIS IN TABLE 203 0
INDICATES THE APPROPRIATE LOAD CONDITION DETAIL(Cl OR C2). 0
0
CONCRETE EXPANSION z
_ANCHORS BY
i 2'/2"EMBEDMENT
2"X2"X 1/8" 0
POST/COLUMN
-ANGLE 2"LONG Ln
W
" " 8"ANGLE
0 0 1X2 OB SOLE PLATE
#14 SMS FACE OF SCREEN WALL z
ST WEB N
EDGE OF FOUNDATION a
Lu
PLAN VIEW SECTION W/ 1X2SOLE PLATE
TYPICAL Cl POST/COLUMN AT FOUNDATION 2 0
z
WALL FACE PARTIAL ELEVATION Cl Ln
o
TYPICAL Cl POST/COLUMN AT FOUNDATION 2 LQ
NOTES FOR CONNECTION Cl(a): 2:
1)Cl(a)CONNECTION WITH ONLY 2 EACH 3/8"0 CONCRETE FASTENERS; a
2)COLUMNS MUST SATISFY BOTH COLUMN SPAN TABLE 203 z
AND 215(THE LESSER OF THE TWO);
3)A 1X3 OB MAY BE SUBSTITUTED FOR THE 1X2 SOLE PLATE SHOWN.
V _
1, 3 t
� POST/COLUMN �--
2X3 POST/COLUMN 0
CENTER FASTENERS ON 2"X2"X1/8"ANGLE 2"LONG F=-
FILLED TOP COURSE /
2"X2"X1/8"ANGLE 2"LONG r
2 EACH#14 SMS INTO POST
0 WEB EACH SIDE OF POST <
2 EACH#14 SMS INTO POST CL
a
WEB EACH SIDE OF POST
-SOLE PLATE z
1X2 OB SOLE 0
PLATE
i /
Lu
/ z
2 CONCRETE EXPANSION ANCHORS
3/8"0 X 2'/2"EMBEDMENT Lu
v
(1/4"0 MAY NOT BE USED) /
SECTION/ SIDE ELEVATION C1 �
2 Lij
Lu
CCl 0
TYPICAL C1 POST COLUMN
CONNECTION DETAIL FOR 8"CMU WALL 2 0
0
0
N
Allowable Post Heights (Spans [ft]) for 2 Each 3/8" 0 Concrete Fasteners
Table 215 Post Spacing in feet(Load Width) 0
zone psf 5.0 5.5 6.0 6.5 7.0 7.5 8.0----
110
.0110 13 18.5 16.8 15.4 14.2 13.2 12.3 11.5
120 15 16.0 14.5 13.3 12.3 11.4 10.7 10.0
130 18 13.3 12.1 11.1 10.3 9.5 8.9 8.3
140 21 11.4 10.4 9.5 8.8 1 8.2 7.6 7.1
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 2 - 10
Chapter 2 - Screen Rooms
----- 1" X 2" OB @ PERIMETER
NOTE #1 : USE /4"0 X 3" LONG LAG SCREWS INTO
� WOOD HOST AND /4"0 X 21/4" LONG CONCRETE SCREWS
INTO CONCRETE OR MASONRY CONSTRUCTION
(1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN
I f 6" OF EACH PERPENDICULAR MEMBER
o
zt-
C 1; 1" X 1" X 1/16" ANGLES 2" LONG WITH 2-#8 X 1/2' LONG
S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP &BOTTOM)
o v� /
Q V j
O — — — — —
z
HOST STRUCTURE ELEMENTSCK '
w
z CONNECTION WITH EXPOSED FASTENERS
J
F-
K
w
i ------1" X 2" OB @ PERIMETER
o ��I
REFER TO NOTE #1 -THIS SHEET
2- # 10 S.M.S. FROM INSIDE FACE OF
a I 1 X 2 OB INTO SCREW SPLINES OF 1 X 2
z �` OB (1" EMBEDMENT MINIMUM.)
of
o
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REFER TO NOTE #1 THIS SHEET
\\
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CL
HOST.STRUCTURE ELEMENTS
co0
o
z '
o
o
ry
r
CONNECTION WITH CONCEALED FASTENERS
a
PARTIAL ELEVATIONS / 1" X 2" TO 1" X 2" CONNECTIONS C3
2
Page 2 - 13 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
------------
Chapter 2 - Screen Rooms
1" X 1" X 1/8"ANGLES
2" LONG WITH 2- #8 X 1/2" LONG
o S.M.S. AT EACH LEG 1" X 2-1/4" X 1/8"
(TYPICAL EACH SIDE, TOP &BOTTOM) RECEIVING CHANNEL
U-
0
z
Ln
o I
a -
0
Ln
a
a � �
�y
CHANNEL ALTERNATE
—POST/ COLUMN
0
z
0
Ln
c
a —
w
w CONNECTION W1 EXPOSED FASTENERS
G
w
0
= 4 # 10 S.M.S. FROM INSIDE FACE OF
POST INTO SCREW SPLINES OF HOLLOW
GIRT(1-1/2" EMBEDMENT MINIMUM)—1
CL
GIRT OR
Z
CHAIR RAIL
0
0
z
0
Lu I �
U
O I
a i
SELF MATING POST—
cc
0
OST -
0
O
z
CONNECTION W/ CONCEALED FASTENERS
o PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS C5
2
Pag�2 - 5 1 AAF GUIDE TO ALUMINUM CONSTRUCTIONIN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 2 - Screen Rooms
Q
0
RECEIVING CHANNEL WITH
#12X 3/4"S.M.S., 3 PER PAN
BOTTOM AND 1 #12 TOP
cn
ul
a -- -- - EXISTING MASONRY
DORFASTEN TO FASCIA WITH WOOD FRAMED
z
3" RISER ROOF PANS1/4"0 X 2'/2" LAGS 12" ON CENTER HOST STRUCTURE
(SEE SPAN CHARTS) ALONG HEADER PERIMETER WALL
LL, TABLE 501
NOMINAL 2" FASCIA SECURELY
a FASTENED TO RAFTERS
3" RISER ROOF PANS CONNECTION TO HOST FASCIA
. a
US
US
a
z
Lu
3 #12 SMS THRU
3: BOXED END OF
Lu
EACH PAN
D
0
F--
ALTERNATE DETAIL
F WHERE PROXIMITY OF HOST EAVE
a PROHIBITS INSTALLATION OF FASTENER
z INTO PAN RISERS, FASTEN PANS THRU
o
) BOTTOM W/4 EACH #12 SMS PER PANEL
,,, (THIS APPLIES ONLY TO MAXIMUM ROOF
0 PANEL SPAN OF 12'AND A HEIGHT OF 8,
z EXISTING FASCIA ALL OTHER APPLICATIONS REQUIRE
SITE SPECIFIC ENGINEERING)
o a
w
EXISTING MASONRY
OR WOOD FRAMED
HOST STRUCTURE
Lu
0� -- PERIMETER WALL
Lu --- - -- --- - -
0
0 3 #12 S.M.S. PER PAN ALONG EXTRUDED OR MINIMUM .040 THICKNESS
z 3" RISER PANS BOTTOM THRU RECEIVING CHANNEL ROOF HEADER(A.K.A. RECEIVING CHANNEL)
o AND 1 - #12 S.M.S. PER PAN TOP WITH '/4"0 X 21/2" LONG LAG SCREWS FOR
N LUMBER HOST 1 PER STUD-3/8"0 X 21/2"
- LONG MASONRY SCREWS FOR MASONRY
a
3" RISER ROOF PANS CONNECTION TO HOST WALL HOST @ 16"O.C.
0
O
Page 2 - 35 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 2 - Screen ROOMS
4 EACH #12
0
SMS WITH 5/8" 0 20 GAUGE
STEEL WASHER(GALVANIZED OR 304 0
STAINLESS)W/BONDED SELF-SEALIN zz
MATERIAL(OR APPROVED EQUIVALENT) a
PANEL -
0
U)
a
3" RISER ROOF PANEL z
(SELECT FROM TABLE 201)
J
Q
BEAM =
0
z
0
E
SECTION
ROOF PANEL FASTENING DETAIL #1 C2 w
(3" RISER PANELS) 2 3:
W
1/4"0 THRU BOLT W/ 1-1/4"0 WASHER
@ 10"O.C. (TYPICAL)-3/8" 0 BOLTS
I REQ'D FOR 6"THICK ROOF PANELS
—T 0
o
O OLLJ
O =
000 0
_ - - uj
-
0
COMPOSITE ROOF PANEL o
K.
CONTINUOUS ANGLE (SELECT FROM TABLE 201) Lu
2" X 2"X 1/8" FOR EDGE BEAMS w
FOR INTERMEDIATE BEAMS C°
2"X 2"X 3/16"THICK
H
W/ #14 SMS @ 6" O.C. (TYPICAL)
NOTE: THE 2"X2"Xl/8"CONTINUOUS ANGLE MAY o
BE ELIMINATED BY BOLTING THE COMPOSITE
BEAM SELECTED FROM TABLE 1 El
o
202(MAY BE HOLLOW OR PANELS THRU THE SUPPORTING BEAM
SELF-MATING/LAP EXTRUSION
SECTION
r
a
0
ROOF PANEL FASTENING DETAIL #2 C2
(COMPOSITE PANELS) 2
Page 2 - 32
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 2 - Screen Rooms - Exposure B
Q
0
0
O
z
0
a
v
0
GENERAL NOTES: CHAPTER 2 —SCREEN ROOMS 1�L
1) Design Pressures from ASCE7-10 with Internal Pressure Coefficients (GCpi) determined using
Q
Table 200.
2) Extrusion Alloy assumed to be 6005T5 or 6061T6 unless noted otherwise s
3) Concrete anchor terminology: Expansion Anchor / Sleeve Anchor/ Wedge Anchors are terms
for various types of compression anchors. These different terms are used synonymously in this
publication.
4) "Approved Masonry Fastener"for connection to foundation must meet the following L
specifications for 21/2' embedment into 2,500 psi (minimum) concrete: CL
UJ
a. 3/8" 0: allowable tension 1,055 #, shear 1,716 # w
b. 1/4 " 0: allowable tension 567 #, shear 394 #
�i
5) For screen rooms constructed upon an approved lumber deck, 3/8"0 Lag Screws embedded =
by 3" into SYP lumber frame can be substituted for the approved masonry fasteners specified in rE
details C1 and C2.
6) Tables which have numeric entries versus scalar variables (e.gspans vs. load widths, or
spans vs. wall heights) may be interpolated.
z
Q
2
Allowable Roof Panel Spans (Table 201) are for Industry Standard Generic Panel Products, z
approved equivalent products may be substituted based upon Product Approval, in accordance o
with design pressures specified in Table 201. 0
Screen Rooms built adjacent to Mobile Homes (the so-called "4th wall"structure):
a) select beams, columns and foundations from Chapter 5 using type I or type II as o
appropriate
b) provide lateral stability using cables from chapter 2 or K-Braces from Chapter 1, or 0
connection to an appropriate shear resistant structure
af
• w
m
0
� r
O
z
0
c
rd
d
0
1 III
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Page 2B -0
Chapter 2 - Screen Rooms - Exposure B
Q
0
o=
0
J
0
Z
O
1—
U Allowable Wall Heights (feet)
0
Lo
8" CMU Knee-Walls in Screen Rooms
b Ex osure B Wind Zone
z 140 150 160
Wall Heights: 110 120 130 4 3.5
8" CMU: 6 6 5 4.5
a9 9.5 9.5 9 9.5
= Aluminum: 10 13 13
~ Height Overall: 16 15 14.5
LL
14
O
z
0
in
5
w
a
z
w
H
� Table 205 Exposure
Concrete Slab foundations& Monolithic Footings (Detail F2)
Allowable Tributary Load Widths for Solid Roofs
~ Solid Roofs/Screen Walls
Total Bottom
Height(In) Width (In)
Reinforcement 110 mph 120 mph 130 mph 140 mph 150 mph 160 mph
4" Nominal Patio Slab(on 6'-83/a" 5'-6" 4'-81/2
�� 4'-13/a" 31-8'/4" 3'_ 3"
6'-51/4" 5' 9" 5'-01/z
0t 8 g 1 Each #5 lo'-51/2" &-63/4" 7'-4
a
a 11'-8" 9'-61/2" 8'-21/4" 7'-21/4" 6'-43/4"
z g 12 2 Each #5 " 7,-41/4"
12 12 2 Each #5 15'-3" 12'-53/4" 10 81/2 9'-43/4" 8' 4'/z
O 1Z' 43/4" 10'-101/z" 8' 6'/a"
� 12 16 2 Each #5 17'-73/4" 14'-5'/4"
16 16 2 Each #5 22' S'/a" 18' 13' 93/4" 12' 33/4" 10 10"
z
Table 206 Exposure B
Continuous Perimeter Concrete Footings
Allowable Tributary Load Widths for Solid Roofs
0
0 Height(In) Width (In) Reinforcement 110 mph 120 mph 130 mph 140 mph 150 mph 160 mph
"
g 8 1 Each #5 5' 4" 4'-41/4" T-83/4" 3'-31/4" 2' 11" 2'-63/4
w5-71/4' 4'-4'/z" T-10'/a"
C° g 12 2 Each #5 7'-113/a" 6' 6'/z' 4' 11"
0 6.7„ 5' 9'/4"
r 7'-4/z
12 12 2 Each #5 11' 113/a" 9' 93/4" 8' S"
0 12 16
2 Each #5 15'-113/a" 13'-03/4" 11'-2'/z' 9'- 10" 8'-9/4'.'
0
0 16 16 2 Each #5 21'-33/4" 17'-5'/4" 14' 111/2" 13' 1'/z" 11' 8'/4" 10' 3"
N
F'-
2
U
}
Q.
0
U
C
Page 213 - 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1
' Chapter 2 - Screen Rooms - Exposure B
Allowable Roof Panel Spans for Screen Rooms (Type II)
Table 201
Table 201a 110 MPH Wind Zone Exposure B o
Design Panel/Skin Thickness o
J
Industry Standard Products Load s 0.024 0.032
3" Standing Seam (Riser) by 5 Rib 17.9 7'-11" 11'-4" o
3" Composite (1 Ib EPS Core X Skin Thickness) 17.2 11'-9"
13'-9" Q
4" Composite (1 Ib EPS Core X Skin Thickness) 17.2 12'-11" 15'-3" o
5" Composite (1 Ib EPS Core X Skin Thickness) Ln
17.2 14'-2" 15'-11"
6" Composite (1 Ib EPS Core X Skin Thickness) 17.E 15'-4" 16'-8"
3" Composite (2 Ib EPS Core X Skin Thickness) 17.2 13'-9" 14'-11" Q
4" Composite (2 Ib EPS Core X Skin Thickness) 17.2 15'-3"
16'-5" LU
5" Composite (2 Ib EPS Core X Skin Thickness) 17.2 15'-11" 17'-7" o
6" Composite (2 Ib EPS Core X Skin Thickness) 17.2 16'-8" 18'-9" o
Table 201b 120 MPH Wind Zone osure B
Design Panel/Skin Thickness a
z
Industry Standard Products Load s 0.024 0.032 r-
"
3 "StandingSeam Riser b 10'-5
5 Rib 21.3 T-3" CK
3" Composite (1 Ib EPS Core X Skin Thickness) 20.5 11'-1"
4" Composite (1 Ib EPS Core X Skin Thickness) 20.5 12'-3" 14'-5"
0
5" Composite (1 Ib EPS Core X Skin Thickness) 20.5 13'-4" 15-1"
6" Composite (1 Ib EPS Core X Skin Thickness) 20.5 14'-6" af
3" Composite (2 Ib EPS Core X Skin Thickness) 20.5 12'-11" 14'-1"
a
4" Composite (2 Ib EPS Core X Skin Thickness) 20.5 14'-5" 15'-6" o
5" Composite (2 Ib EPS Core X Skin Thickness) 20.5 15'-1" 16-7" o
6" Composite (2 Ib EPS Core X Skin Thickness) 20.5 15'-9" 17-9" 3:
z
Table 201c 130 MPH Wind Zone osure B o
LU
Design Panel/Skin Thickness U
6
Industry Standard Products Load (psi 0.024 0.032
Cif
3" Standing Seam (Riser) by 5 Rib 25.0 6'-9" 9'-7° Uj
w
3" Composite (1 Ib EPS Core X Skin Thickness) 24.1 10'-6" 12'-3" o
4" Composite (1 Ib EPS Core X Skin Thickness) 24.1 11'-7" 13'-8" o
5" Composite (1 Ib EPS Core X Skin Thickness) 24.1 12'-8" 14'-3" CD
CD
6" Composite (1 Ib EPS Core X Skin Thickness) 24.1 13'-9" 14'-11"
3" Composite (2 Ib EPS Core X Skin Thickness) 24.1 12'-3" 13'-4"
4" Composite (2 Ib EPS Core X Skin Thickness) 24.1 13'-8" o
5" Composite (2 Ib EPS Core X Skin Thickness) 24.1 14'-3" 15'-9"
6" Composite (2 Ib EPS Core X Skin Thickness) 24.1 14'-11" 16-10"
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Page 2B - 4
Chapter 2 - Screen Rooms - Exposure B
TYPE II Table 202a
ALLOWABLE SPA 145 for SEAMS SUPPORTIIdG SOLID ROO d�Zo ereen 110 M H Exposure Category: B
(ASD)Applied Unit Load= 17'9( �
rib ti Load Width/S acin Q
Alloy=6005TS16061T6 6 0„ 7 0„ 8'_0 9'-0" 10' 0' 11' 0" 12' "
Sin le Extrusion Profiles 5''0 3'-11" 3' 8" 3' 6" 3'4" p
4'-9" 4'-5" 4'-2"
2 X 2 X 0.046"Hollow 5' 3' S'-3,. 4' 11 4' 9" L
T-0" 6'-5" 5' 11' T-6" 5�-7" 0
3 X 2 X 0.050"Hollow 6'-10' 6'-5" 6'-2" S'-10" O
T-11" 7'-4" 6'-1" 5'-10" z
3 X 2 X 0.072"Hollow 8'8' 7'-1^ 6' 8" 6'-4"
8' 11" g' 2„ T-7,. 5, 5„ 5._3,. O
2 X 4 X 0.050' Hollow 6'-10" 6'-S" - 0" 5,_q„
2X4 SMB 8 1 7 4 8_1.. 7,_7,� T-2„ 6' 10" 6-7
10'-2" 9'-4 8 7 8' 1" 7' 8„ 7-4 O
2X5 SMB 9' 8" 9'-0" g'-6"
2X6 SMB 11' S" 10' S' 10'-5" 9'-11" 91-6" vi
12'6" 11'-8" 11'-0"
2X7 SMB 14'9" 13'-6" 14'-6" Q
22'-S" 20'-6' 18'-11" 17'-9" 16' 9" 15' 10" 15' 1"
2X8 SMB 12'-0" �
5' 0" 6' -0,. 5,_4„ z
Combination Sections 6'_7' S' 10 5--T
8'-3" T-7" 6-11' 6,_7.,
2X3 HT+1X2 OB 8,_7.. 8'-0" 7'-7" 7' 2" U-10"
2X4 Hr+1X2 OB 10'-2" 9' 3' 6'-T' 5' 11 Q
8'-4" 7'-9„ T-3" 6' 10" 6-6"
Lu
2X4 SMB+1X2 OB 9' 2
Note:For Combination Sections,the 1X2 Open Back must be fastened to the accompanying edge beam
r
per special fastening elevation on Page 29. O
z
O
m Screen Rooms
TYPE II Table 202b �
ALLOWABLE SPANS for BEAMS SUPPORIM SOLID ROOFS Exposure Category: B F
21.3 PS Wind Zone= 120 MPH
(ASD)Applied Unit Load= Contributin Load Width/S acin w
Alloy=6005T5/6061T6 6' 0„ 7 "0, 8'_0" 10'-0" 11 0' 12' 0" z
Sin le Extrusion Profiles 51- 3'-7" 3'-5" 3' 3" 3' 1" w
4_ 4'-4" 4 1 3 94'-2•
2 X 2 X 0.046"Hollow 5, 1,. 4' 9" 4' 6" 4'-4"
2 6' S' S' 10" 5' S" 5'-11" 5'-7" 5'-4" 5' 2"
7' 11 5�-4„ �
3 X 2 X 0.072"Hollow 6'-11" 6'-6" 6'-2" 5'-10" 5,-7„ w
2 X 4 X 0.050"Hollow 8' 3" 5'-6„ 5'-3" 4'-11" 4'-9" _
6'-3" 5'-10,.
2X4 SMB 7'-5" 6' 9" 6'-4" o'0"
7' il" 7'-S" 6-11" 6,-7„ F-
2X5 SMB 9' 4" 81 6 8'-3" 7'-10" T-5" 7-1 6'-9" O
2X6 SMB 10 6" 9' 7" 8'-10" 9'-2" 8'_9" h
2X7 SMB 13'-7" 12'-4' 11 S" 10' 1" 9' 7 13'-3„
20' 7" 18' 9" 1T 4" 16'-3" 15 4" 14' 6" 13' 10"
2X8 SME 8'-0" 9' 0" 10'-0" 11'-0" 12'-0"
5'-0" 6' 0" 7 0 5'-1" 4' 11"
Combination Sections 6,-5„ 6-0,. 51-8" 5'-4"
2X3 HT+1X2 OB 7' 7"
6'-11" S' 1l"
2X4 HT+1X2 OB 9'-3" _g-6" 7' 10"
T-8" T-1" 6'-8" 6'-3" 5'-11" S,-8,. �
2X4 SMB+1X2 OB 8�-5- O
LU
Note: For Combination Sections,the 1X2 open Back must be fastened to the accompanying edge am J
O
per special fastening elevation on Page 29. x
TYPE II Table 202c z
ALLOWABLE SPANS for BEAMS SUPPORTING SOLID ROOFS in Screen Rooms p
25,0 (PS
Wind Zone= 130 MPH Exposure Category: B w
(ASD)Applied Unit Load= Contributin Load Width/S acin
Alloy=6005T5/6061T6 �3'4-
-
11 0" 12' 0"
8'_0 9'-0" O
Sin le Extrusion Profiles 5'-01' 6-0" 7 -02' 11" 2'-10"
3'-9" T-6" 3-3 2 X 2 X 0.046"Hollow 4'-5" 4-0 3' 11" 3' 10"
5'_5„ 5'-0" 4'-8" 4'-5 �
3 X 2 X 0.050"Hollow 5' 11 S' 2 4' 11' 4' 9" LU
?' 6'-2" T-10" 5, 6„
3 X 2 X 0.072"Hollow 4' 11" O
6' 11" 6'-5" 6'-0 5.8 F
2 X 4 X 0.050"Hollow 7, 7,. 5' 1„ 4'-10" 4' 7" 4' S"
2X4 SMB 6'-10" 6'-3" 5 9 5'-5" 0
6'-10„ 6._5.. 6'_1" 5' 10' S, 7„ O
8'-B" 7'-10" 7' 3 6'-3" z
2X5 SMB
9' 8" 6' 10" 8'.2"
8' 10" 8,_5„ 8' 1 0
2X6 SMB � 9'-4"
2X7 SMB 12'-6" 11' S" 10' 7' 9' 11'
18' ll" 17' _
2X8 SMB 8,_0.. 9'_0 10' 0" 11'-0"
Combination Sections 5_6" 5' 3„ 4' 9"
2X3 HT+1X2 OB T-0.. 6' S" 5' 11" T-6"
7' 10" 7' 3" 64.16-5 6 1 5 9 n
2X4 HT+1X2 OB 8' 7" � 5'_6^ 5' 3" 4' 11' O
2X4 SMB+1X2 OB
Note: For Combination Sections,the 1X2 Open Back must be fastened to the accompanying edge beam
per special fastening elevation on Page 29.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 =Page2B
Chapter 2 - Screen Rooms - Exposure B
733(01
able 203a
o cl: ALLOWABLE SPANS for Primary Members In Screen Walls(Posts/Columns
OJ Wind Zone= 110 MPH
Design Pressure: 10.0 PSF Ere B
u- FOR Screen Mesh: 20/20
Mean Roof Height Less Than or Equal
Load Widths or Spacing
z Alloy: 6005T5/6061T6
OPost/Column 4'-0" 4'-6" 5-0" 5'-6"
F
a 2"X 2"X 0.046"X 0.046"Hollow 6'-1"(L) 5'-10"(1) 5'-7"(1) S'-5"(1)
2"X 3"X 0.05"X 0.05"Hollow 10' S"(1) 9'-10"(L) 9'-4"(1)
2"X 3"X 0.05"X 0.05"Snap 11 2"(1) 10'-6"(1)
11 4"(1) 10'-9"(1) 10'-3"(1) 9'
2' X 4"X 0.050"X 0.050"Hollow 12 1"(1) 9 9"(1) 9.-5"(1)
g 2"X 4"X 0.05"X 0.05"Snap 13'4"(1) 12'-7"(1) 11'-11"(1) 111-51, 10' 11"(1) 10' 6"(1) 10'1"(1)
Q �"X S"X 0.050"X 0.050"Hollow 12'-6"(1) 11'-9"(1) 11--2"
10'-8"(,1) 10'-2"(1) 9' 9"(1) 9' S"(1) 9' 1"(1) 8' 10"(1)
= 2"X4"X0.046"X0.10"SMB 10 9"(1) 9'-7"(1) 9'-2"(1) 8'-9"(1) 8'-5"(1) 8' 1"(1) 7'-10"(1) 7'-7"(1)
13 S"(1) 12' 8"(1) 12'0"(1) 11'-6"(1) 10'-11"(1) 10'-7"(1) 9'-10"(1) 9'-6"(1)
2"X5"X0.05"X0.116"SMB
O 2"X6"X0.05"X0.12"SMB 15 0"(1) 1) 13' 5"(1) 12' 10"(1) 12'-3"(1) 11' 9"(1) 11'4"(1) 10' 11"(1) 10'-7"(1)
O 2"X7"X0.055"X0.12"S
SMB 16' 8"(1) 13'-7"(1) 13'-1"(1) 12'-7"(1) 12 2"(1) 11'9"(1) I
U') 2"X8X.072"X0.224"SMB 31'-1"(2) 29'-3"(2) 27'-9"(2) 26'-6"(2) 25-4"(2) 24'-4"(2) 23'-6"(2) 22'-8"(2)
U 2"X X.072Z"X.306"SMB 38'-11"(2) 37'-4'(2) 35'-5'(2) 33'-9"(2) 32'-4"(2) 31'-11(2) 29'-11"(2) 28'-11"(2) 27'-11" 2)
Z 2"X i0"X.092"X.389"SMB 4S'-5"(2) 43' 8"(2) 42'-2"(2) 40'-9"(2) 39'-0"(2) 37 6"(2) 36-1"(2)
Lu 3"X 3"X 0.090"Hollow 13 S"(1) 12'-8"(1) il'-11"(1) 11'-5"(1) 10' 11"(1)
X 3"X 0.125"Hollow 16 S"(1) 15 9"(1) 15'-3"(1) 14'-9"(1) 14 4" 13'
(1) 13' 11"(1)
L
Table 203b
r ALLOWABLE SPANS for Primary Members In Screen Walls(Posts/COlumns) EX Osure
P B
120 MPH Design Pressure: 12.1 PSF
Wind Zone = Mean Roof Hei ht Less Than or Equal to 30 ft
Of FOR Screen Mesh: 20/20
a z Load Widths or Spacing Alloy: 6005T5/6061T6
„ 4'-6" 5'-0' S' 6„
6'-0" 6'-6" 7-0 T-6-- 8'-0"
C Post/Column 4'-g(1) .1-1"(1)
O 2' X 2' X 0.046"X 0.046"Hollow 6' 6"(1) 6' 1"(1) 5'-10"(1) 5' 6"(1) 5'-4"(L) S' 1"(1) 4' 11"(1)
O "X 3"X 0.05"X 0.05"Hollow 6"(1 8' 11'(1) 8' T 9"(1) T 5"(1) T 2"(1) 6' 11"(1) 6'8"(1)
= 10' 2"(1) 9'-1"(1) 8' 8"(1) 8'-4"(1) T 11"(L) 7' 8"(1)
2"X 3"X 0.05"X 0.05"Snap
z 2"X 4"X 0.050"X 0.050"Hollow 10' 11"(1) 10'-4"(1) 9'-10'(1•) 9'-4"(1) 8' 11"(1) 8'-7"(1) 8'-4"(1) 8' 0
LU 2"X 4"X 0.05"X 0.05"Snap 12' 2"(1) 11 6"(1) 10 11'(1) 10' 9' 11"(1) 9' 7"(1) 9' 2"(1) 6' 11
Q 2"X 5"X 0.050"X 0.050"Hollow 11'-4"(1) 10'-9"(1) 10'-2"(1) 9'-8"(1) 9'-3"(1) 8'-11"(1) 8'-7"(1) 8'-4"(1) 8'-0"(1)
2"X4"X0.046"XO.iG"SMB 9'-7"(1) 9'-0"(1) 8'-7"(1) 8'-2"(1) T-10"(1) T
2"X5"X0.05"X0.116"SMB 12' 3'(1) 11' 7"(1) 10' 11"(1) 10'-5"(1) 9' 11"(i) 9' 7"(1) 9' 3"(1) 8' 11"(1)
LU 2"X6"X0.05"X0.12"SMB 13' 8"(1) 12' 11"(1) 12'-3"(1) 11' 10' 9"(1) 10 4"(1) 9' 9'8"(1)
O 2"X7"X0.055"X0.12"SMB 15'-2"(1) 14'-4"(1) 13'-7"(1) 12' 11"(1) 12' S"(1) 11 11"(1) il' 6"(')
O
2X8X.072"X0.224"SMB 28'-4"(2) 26'-8"(2) 25'-4"(2) 24'-2"(2) 23'-1"(2) 22'-2"(2) 21'-5"(_)
0 2"X9"X.082"X.306"SMB 36'-1"(2) 34'-0"(2) 32'-3"(2) 30'-9"(2) 29'-6"(2) 28'-4"(2) 27' 3"(2)
0 2"X10"X.092"X.389"SMB 42'-9"(2) 41'-1"(2) 38'-ll"(2) 37'-2"(2) 35'-7"(2) 34'-2"(2)
3"X 3"X 0.090"Hollow 12' 3'(1) 11' 6"(1) 10'-11"(1)
3"X 3"X 0.125"Hollow 15' S"(1) 14'-10"(1)1 14'41.(1) 13'-10"(1) 13'-5"(1) 12'-10"(1) 12'-5"(1)CK
r
a
O
V
v
Page 2B - 13 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1
Chapter 2 - Screen Rooms - Exposure B
ALLOWABLE SPAPb for SECONDARY SCREEN WALL MEMBERS
Table 204
(GIRTS OR CHAIR RAILS)
FOR 110 mph Wind Zones Exp B Table 204a
Unit Load= 10.0 psf
20/20 Screen
a Load Width/S acin 7'-0"
0 4'0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6.,
Extrusion 6.-3„ 6,_0,. 5_q S' 7"
Cr 2X2X.046 Hollow 7' 4" 6' 11" 6' 7"
2X3X.050 Hollow 7'-10" 7'-10" T-10" T-10" 7' 10" 7' 10" 7' 10"
LL 2X4X.050 Hollow T-10" T-10" T-10" 7'-10" T-10" 7' 10" 7' 10"
2X3X.072 Holow T-10" 7'-10" T-10" 7'-10"
Maximum Spacing(Vertical)7 ft o.c.; maximum allowable span 7'1011)
a Table 204b
U FOR 120 mph Wind Zones Exp B
O Unit Load= 12.1 psf
Ln
Ul 20/20 Screen Load Width/5 acin
4' 6" 5'-6 6'-0" 6 6 7-0-
01,
Extrusion 4'0" 5'
z 6'-2" T-10" 5'7" 5' 4" S'-2" 4'-11"
CX-2X.046 Hollow 7�_6" T-2"
2X3X.05 0 ow 7'-10" 7'-10" 7'-10" 7' 10" 7' 9"
2X4X.050 Hollow T-10" 7'-10" T-10" 7'-10" 7' 10" 7' 10" 7' 10"
= 2X3X.072 Holow 7'-10" 7-10" T-10" 7-10" 7-10"
~ Maximum Spacing(Vertical)7 ft o.c.; maximum allowable span 7'10")
OTable 204c
z FOR 130 mph Wind Zones Exp B
o Unit Load= 13.7 psf
20/20 Screen Load Width/S acin
4'6" 5' 0" 5'6" 6'-0" 6'-6" T-0„
wMammumSpacing
n 4'0" 4'_7"
U-1 5,_8., 5._5.. T-2 4' il" 76'-
_9,.
d ollow 6'0"
z allow 7' 10" 7'-10" T-10" 7' 7" 7' 3" 11" 6,_8„
LU T-10" 7' 10 7' 10" 0" 7' 10"
ollow 7' 10" 7' 10"
r1 olow T-10" T-10" T-10"
(Vertical)7 ft o.c.;maximum allowable span 7'10")
FOR 140 mph Wind Zones Exp B Table 204d
F- Unit Load= 16.3 psf
5 20/20 Screen
O Load Width/5 acin
M2X2X.046
4'7.. 4' S" 4,
w 4'-10"� w 7'-10" 7'-7" 7' 2" 6'-10"w 7'-10" T-1z 7'-10"
of O Maximum Spacing(Vertical)7 ft o.c.;maximum allowable span 7'10")
Table 204e
Lu FOR 150 mph Wind Zones Exp B
O20/20 Screen Unit Load= 18.8 psf
= Load Width/S acin
6, 6„ 7,_
Extrusion 4'-0" 4'-6" 5 0 5-6" 6-0"' 0„
4'-9" 4._6,. 4._3,. 4._1.. 3'-11" 3'-10..
0 2X2X.046 Hollow 5 0 5'-11" 5,_8„
U-i2X3X.050 Hollow 7'-6" 7'_1,. 6'_8.. 6'_5„ 6._1.. 7' 1"
0 2X4X.050 Hollow 7'-10" T-10" 7'-10" 3„
0 2X3X.072 Holow
7'-10" T-10" 7-10"
Maximum Spacing(Vertical)7 ft o.c.;maximum allowable span 7'10") Table 204f
FOR 160 mph Wind Zones Exp B
LL' Unit Load= 21.4 psf
°' 20/20 Screen
O Load Width/SP cin
5' 7' 0"
~ 4 6 5 0 6" 6' 0" 6'6"
Extrusion 4'-0"
O4.9.. 4._5.. 4,-3,. 4'_0" T-10" 3'-8" 3,-7„
z 2X2X.046 Hollow
0 6'-8" 6'-3" 5.-IV. 5'-9" 5' 6" S'-4"
2X3X.050 Hollow 7,_0„
c r11 2X4X.050 Hollow 7-10" 7-10" T-10" 7-6" 7.2 6-11" 6'-8"
6' 6"
= 2X3X.072 Holow 7' SO" 7'-10" 7' 9" 7'4" 7' 0"
Maximum Spacing(Vertical)7 ft o.c.; maximum allowable span 7'10")
Y
p NOTE(Table 104): maximum span of 7' 10"governed by maximum post spacing of 8'0'
U
O
Page 2B - 17 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1
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\ 1 C7; i FC.LAUDERDALE,FL 33309 FLORIDA PRODUCT APPROVAL N CH,�iT`UN -
f"�
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
Fv
800 Seminole Road, Atlantic Beach, FL 32233 JUL 10 l
Office (904) 247-5826 Fax (904) 247-5845
Y
Job Address: Permit Number.B,Y
Legal Description Parcel# '
oor rea of SSq.Ft
Valuation of Work$ _Proposed Work heated/cooled non-heated/cooled
Class of Work(circle one): Ne ddition teration Repair Move Demolition
Use of existing/proposed structure(s)(circle one): Commercial Residential v LI Ll
If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N
Florida Product Approval# JUL 2 R'l`Z
For multiple products use product approvalorm
Describe in detail the type of work to be performed: X r
l +V-) (� �C�N1 rCO+
ProUerty Owner I'nformya�tionn:
Name:�I JU 1 A VI 1 1 I`� 'Q _Address:'
City State_Zip Phone !a c9 0 S
E-Mail or Fax#(Optional)
Contractor Information: LIFETIME ENCLOSURE%WC.
Company Name: JEFF BRfAR Qualifying Agent:
Address: 68CM71 City State Zip
3ffice Phone 4alp Site/Contact Number Fax#
State Certification/Registration#_— 652!CHRONICLE COURT
krchitect Name&Phone# JACKS014VILLEFL 32256
Engineer's Name&Phone#
gee Simple Title Holder Name and Ad
3onding Company Name and Address _
dortgage Lender Name and Address
Ipplication is hereby made to obtain a permit to do the work and installationsj
s indicated 1 certify that no work or installation has commenced prior to the
ssrrance of a permit and that all work will be performed to meet the standards al!laws regulating construction in this jurisdiction. This permit becomes null
nd void rf work is not commer:ced within six(6)months, or if construction or rk is suspended or abandoned for a period of six6)months at any time offer
'ad
is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters,
'arks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO
YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
here b certify that 1 have read and examined this plication and know the same to be true and correct. All provisio s of laws and ordinances governing this
pe of riork will be complied with whether sped red herein or not. The grantin of a permit does not presume rve authority to violate or cancel the
rovisions of any other federal,state,or local law regulating construction or the performance of construction.
>ignature of Owner Signature of Contractor
'riot NameOANW.- EPrint Name 's a
........m. , -- .............................................. .......... ............. ....._............................................................
Iwo o and subscribe b fore me Swo o and subscrib d bef re me
h' Day of 2 IBJ this Day of 20�
N51� I a cl;� v v
V L KA �7 C 'P
Public `_
MY COMMISSION#FF116189cMY COMMISSION#FF116189
• �•
P;.•°•,�' cEXPIRES April 24,RQ*03t d 01.26.10
EXPIRES April 24,2018
(407)398-0153 Floridallotaryservice.-M (407)399-0153 FloridallotaryService.com
UILIM
ZONING REVIEW COMMENTS
I City of Atlantic Beach
Building and Zoning Department
+� 800 Seminole Road Atlantic Beach,Florida 32233-5445
Phone: (904)270-1605 Fax: (904)247-5845 Email: dreeves@coab.us
Date: 7/15/15
Permit: 15-SCRN-1657 Applicant: Lifetime Enclosures
Review: 1st Address: 5521 Chronicle Ct, Jacksonville, FL 32256
Site Address: 1845 Forsyth Ct Phone: (904) 731-5580
RE#: 172097-9840 Email: ,
0-300dl w Ir(�'
Correction Comments 'GO m
1. Setbacks: The front yard for this property is based on the southern property line. The front yard is the
first 20 feet from that property line. Screen porches are not allowed within front yards. Code would
allow an open porch 4 feet into the front yard. Since the house is already 19 to 19.4 feet into the front
yard, you could add a 3 foot deep open porch.
Derek W. Reeves
Planner
dreeves@coab.us
a � , a/
City of Atlantic Beach
APPLICATION
IONUMBER
Building Department (To be assignedby e Building
't 800 Seminole Road t S 1��-�� 0S7
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 - Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: (I c)
City web-site: http:l/www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 1845 1- O t,!& Del3artment review required Yes No-
..
Applicant: U � +Im P ncd s y r z �C , g oning
P
Tree m
Project: J K ( � C i� en �C.�OS U Public Works
`(- s(R.� Public Utilities
CD /t �. !G STi n� Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: ❑Appr ;dd. / XDenied.
e
(Circle one.) Comments: 4 e,4
BUILDING �� / A�DatePLANNING&ZONING Reviewed by: —" '� L/ : 7
TREEADMIN. Second Review: MApproved as revised. _❑_'Denied.
PUBLIC WORKS Comments: JC,f-iot^c•t, ��/,dv� or/is
PUBLIC UTILITIES
PUBLIC SAFETY
Reviewed by; v /''' Date: 19
FIRE SERVICES Third Review: []Approved as revised. []Denied.
Comments:
Reviewed by: Date:
Revised 07/27/10
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
FILE COPY 800 Seminole Road, Atlantic Beach, FL 32233 JUL 10
Office (904) 247-5826 Fax (904) 247-5845 ,
tBy7E— ' CC
Y Permit Number.
Job Address: ' S Parcel#
Legal Descriptiont
oor rea o 9 t non-heated/cooled_
Cl
Valuation of Work$ Proposed Work heated/cooled
Class of Work(circle one): Ne ddition teration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s) (circle one): Commercial Residential
If an existing structure,is a fire sprinkler system installed? (Circle on
Yes No N/A
Florida Product Approval#
For multiple products use product approva lo,m
Describe in detail the type of work to be performed: X I C
Prouerty Owner Information:
Address:)
Name: State_Zip_-Phone '
City
E-Mail or Fax# (Optional)
Contractor Information: LIFETIME ENCLOSURES,INC.
JEFF OMAR Qualifying Agent: Zip
Company Name: City State_.__
» Fax#
Address: Site/Contact Number
Office Phone
State Certification/Registration# --
Architect Name&Phone#
Engineer's Name&Phone#
Fee Simple Title Holder Name and Add
Bonding Company Name and Address
Mortgage Lender Name and Address
the standards of all laws regulating construct�dOnoinahieYiod of sixrt6)months attany timafter
n is hereby made to obtain a permit to do the ork and installations as indicated. I certify�landoc f at no k or installation has commenced prior becomes t ll
Application Y p Boilers, Heaters,
issuance of a permit and that all work will be performed {Bells, Pools, urnaces,
and void if work is not commenced within six(6)months, or if construction or wor% is sus ended or
Si ns,
work is commenced. 1 understand that separate permits must be secured for Electrica Work, Plumbing, g F
Tanks and Air Conditioners,etc. A NOTICE
WARNING TO OWNER: YOUR FAILUR NG TWICE FOR IMPROVEMENTS TO
COMMENCEMENT MAY RESULT IN YOUR PAY SOUR NOTICE OF
YOUR PROPERTY.
IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR
LENDER OR AN ATTORNEY BE 'ORE
CEMENT. DIN
r not. The grantin of a permit does not presume rve authority to violate or cancel th
1 herebycertify that 1 have read and examined this a plication nand know,the same to be true and correct. all prume sof laws and ordinances governing t i
type of ork will be complied with whether speci ted herein
provisions of any other federal,state,or local law regulating construction or the performance of construction.
Signature of Contractor
Signature of Owner -�(k
PrintName .................................................................
Print Name'{. ...........................................
.......... ...
. ............
Sworn o and subscrib d be re me 2o1
swopa.lo and subscribe b for me 2 this Day of V
th' y of v
o IcMY COMMISSION#FF116189
ary Public '. I MY COMMISSION#FF116189 d;=
EXPIRES April 4.R@14 d 01.26.10
:_ 2
' EXPIRES April 24,2018 ?orae X
orc�;..•
(407).98-0153 FloridallotaryService.com
1��1' -01 Fl oridallotaryService.cO
FEDat
LICATION NUMBER
City of Atlantic Beach ned by the Building Department.)
Building Department
,, -S C�� -� X57
800 Seminole Road
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 Fax(904)247-5845 d: 1
E-mail: building-dept@coab.us
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
S� lFire
rtment review required Yes o
Property Address: v ��'' SSU'
( � ng&g Zoning
Applicant: (�1 r ,� m " �GIOS V res t m
f
(oS Works
t 1, t
Project: X Utilities
(Dn S l n S�C(_ID Safety
J ervices
i
i
Review fee $ Dept Signature
Review or Receipt Date
Other Agency Review or Permit Required of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLI TION STATUS
Reviewing Department First Review: Approved. ❑
Denied.
(Circle one. Comments: l
LDI G /Y
—'� Date:
PL ZONI Reviewed by:
TREE ADMIN. Second Review: ❑Approved as revised. ❑De
PUBLIC WORKS Comments:
PUBLIC UTILITIES
Reviewed by: Date:
PUBLIC SAFETY
FIRE SERVICES
Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by:
Date:
Revised 07127110