456 Irex Rd alteration permit �s
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
U
RESIDENTIAL ALT/OTHER
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 16-RAAR-1867
Job Type: RESIDENTIAL ALTERATION
Description: ADD REMOVABLE WALLS TO PORCH
Estimated Value: $4,681.00
Issue Date: 9/27/2016
Expiration Date: 3/26/2017
PROPERTY ADDRESS:
Address: 456 IREX RD
RE Number: 171425-0000
PROPERTY OWNER:
Name: CORNERSTONE HOMES LLC
Address: 8323 W RAMONA BLVD STE 6
GENERAL CONTRACTOR INFORMATION:
Name: LIFETIME ENCLOSURES, INC.
,CRCO28471
Address: 5521 CHRONICLE CT QA VICTOR RANSONE
ZIEGLERII
_ Phone: -
PERMIT INFORMATION:
FEES:
PLAN CHECK FEES $36.70
BUILDING PERMIT FEE $73.41
STATE DCA SURCHARGE $2.00
STATE DBPR SURCHARGE $2.00
Total Payments: $114.11
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORMA
BUILDING CODES.
s v City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road -(y-- QRA
A A I �
i Atlantic Beach, Florida 32233-5445 '],�( �t� I
Phone(904)247-5626 - I'm(904)247-5845
E-mail: building-dept@wab.us Date routed:
-- Cityweb-she: h1tp1lw .coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 4 s(o tZE.X y7JDepairtment review required Yes No
LA Buildi
Applicant: Li,F"�TIAn E_ CIUC(.OSU28S arming &Zona
Tree Admini
Project: � {,(] I'� �,MOVF�(�(_F (�s Public Works
Public Utilities
Public Safety
Fire Services
Other Agency Review or Permit Required Review or Receipt Data
of Permit Verified B
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: $94proved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: nk6' Date. f 3 16
TREE ADMIN. Second Review: [_]Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date.
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05114/09
v,- TREE & VEGETATION AFFIDAVIT
City of Atlantic Beach
Department of Community Development
~� Planning&Zoning Division
800 Seminole Road Atlantic Beach,FL 32233
(P)904247-5800 (F)904247-5845 PERMIT#
SECTION I-APPLICANT ORMATION r Owner(s) Legal Authorized Agent*
NAME OFAPPLICANT
NAME OF COMPANY LiLl
ADDRESS OF COMPANY LJA
PHONE - ,? - EMAIL
CONTRACTOR CERTIFICATION NUMBER
ATLBCH BUSINESS TAX RECEIPT NUMBER
SECTION II-SITE INFORMATION
STREET ADDRESS OF PROPERTY 4. 5Co
Ifmaddress Msnotbeenauignedtathispmperry contaathe ABBuilding Depaamentat Ig041247-58MNrequerror,Mdreu.
LEGAL DESCRIPTION
LOT BLOCK SUBDIVISION
REAL ESTATE NUMBER LOTOR PARCEL SIZE: SO FT AC
RESIDENTIAL COMMERCIAL OTHER(SPECIFY)
1 affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation'of the Municipal Code of
Ordinances for the City of Atlantic Beach,FL and/or I have participated in a pre-op cation mey�q'1g rirh the Administrator of those
regulations. Subsequently,l aim that no regulated trees and no regulated ve at/ will f fir ed,destroyed and/or removed
from the above-described oradjacentproperties in conjunction with this project
SIGNATURE OF OWNER SIGNATU r
(� Mat -U' �l
Signed and sworn before me on thiA2_day of 1 s �.+ ,7n1 i .by State of y
�rM W County of (/0.
Identification verified: G3S 0—
-7 Q --74Z
Oath sworn: r Yes r No
NotarySignature
REV-NA-00.12 My Commission expires: ,=R?' TONI GINOLEEPFRnER
MV CCMMI6510N t FF 924961
EXPIRES'.O rwo r6,2019
" ` B.NN. NbkuMr
HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT F116P COPY
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,Summom 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 noncompliant with the
requirements as mandated by the Florida Building Code,
to/hee Florida Model EnergyCode and State Statutes.
I havertad N' cora lest farm end rJ§leod rlanio' riving aCakg6gc -6meoovx(I-V)
PnnoxiN afLlf-Ma Address �� �✓ r�V, ((
Sigrr_ been: 7 f�Jm /(A y
Before nm dris day of rode County of L�Y`00D
,,vu;"p;•e^ RMV 0 WIN
Notar„i- E.pirnJ I�lf2 a(fvma all
slazemew eeW declarations herein are rax and ecumve. _ .• My Camra.Expires Jun g,201]
NMary Public M Large,Sbre of County of Commission ll R 00 ar'12q017 A
/Aroupe Nalbml„olary Msn
In Type Knowe El or produced IdeutlflceNoa❑
In Type
SunromanMmen Enclosure Requirements
Category I II III IV V
Habitable Space No N No Yes Yes
Foundation Walls<200pif Walls<200pff Walls<200plf can Walls<200pff Walls<200plf can
. . can have 8"W can have 8"W have 8"W x12"D can have have 8'94x12"D
x12"D fig or 3- x12"D ftg or 3- ftg or 3-12"slab ff 81Wx12"D ftg fig OR have site.
- - - 12"slab if no 12"slab if no no concentrated OR have site specific
concentrated concentrated . load>7501b OR specific engineering;_.
load >750lb OR bad>7501b OR have site specific engineering
have site specific have site specific engineering
engineering en inearing
Existing exterior -
GFCI outlet Relocate or add additional outlet to exterior if enclosed
Exit Lighting I Not Required Required Required Required Required
Interior Electric Not Required Not Required Required Required Required
Outlets.. .., ,_.
Emergency Egress from Egress and Exit Egress and Exit Egress and Egress and Exit
Escape exist.structure must meet code must meet code. Exit must meet must meet code.
Openings allowed ifopen to code.
atmosphere and
has screen door
leading away
from residence.
Misc.Window Host structure Windows must Windows may be Host structure Host structure
and Door windowstdoore be removable fixed or removable. windows& windows&doors
Requirements shall not be Host structure Host structure .doors shall not may be removed.
removed. windows/doors windows and be removed. Forced entry, air
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
IWind Bome
Debris Opening Not Required Not Required Required, can be on host structure, if built under existing
Protection roof _
Energy Sheets I Not Required Not Required I Not Required I Required Required
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH FILE COPY
800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax (904) 247-5845
Job Address: Iermit Number: �f7`.SAA —Ljr6�
Legal Description lb- - C Nook 1( 1 I Lk-6 s Parcel#
_ ro�Areaot —Sq.tt. Sq
Valuation of Work $�. /n R Proposed Work heated/cooled non-heated/cooled
Class of Work(circle one): Ne Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circ
le one): Commercial Residential
If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A
Florida Product Approval#
For multiple products use product approval form /InndI I ' ( / \ q /
Describe in detail the type of work to be performed: QAI L a i t fol/e— 1 �1 aI
C9Kl,C�. 4 6),rlat
Prol)cEwwner Information:
Name: Iorl e( $6(`l Address: E{'z �l /V 0_ t
City J State_Zip US Phone
E-Mail or Fax# (Optional)
Contractor Information: --y- Q
Company Name: �` ft Qualifying Agent .Te--TY-Y/ br 4.-
Address: City State Zip
Office Phone Job Site/Contact Number Fax#
State Certification/Registration# OZg tq
Architect Name&Phone#
Engineer's Name&Phone# '1['L l.)Fn Q
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void(work is not commenced within six(6)months, .r ifcomimetion or work is suspended or abandoned far a period ofslr/6)months at any time after
work is commenced. l understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Bolles,
Heaters,
Tanks 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 FINANCINGCONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING V'OUR NOTICE OF
COMMENCEMENT.
l herebp cert that l have read and examined this a plication and know the same to be trite and correct. All provisions of law, rid ordinances governing this
type o) work will be comylied with whether speci red herein or not. The grantingg of a permit does not presume to grve t rity to violate or cancel the
pramsronsofanyathtrfederel,siaie,orlocallawregulatingco.l( ctionorlhepe crmanceofcowtl ction. -
SignaturcofOyftr / Signature of Contractor
Print Name Llr S 1 /G.Q{aS Q/1 Print Name �C �a� ...._..........
.................. .... .. ........... ................. -.............._
Sworn 19 and subs eo befi me Swo n t ri e b c e
this I D f ff thi 20
l_ms
40'.4d FaFuot - N r Pu -#tete of FbriOa
.. uaps�wum0
t Bunt Fon g anuos W :�.
Notary Public Commiumn iFFF 001545
FPIIDIj to mus-as'. AreioN `•.- �- gunpW ihrau0h aaiaal nr e
x,.va000 kwtl 1.26.10
City of Atlantic Beach APPLICATION NUMBER
o' '9 Building Department (To be assigned by the Building Department.)
800 Seminole Road n
Atlantic Beach, Florida 32233544567
Phone(904)247-5826 - Fax(904)247-5845 Q
E-mail: building-dept@wab.us Date routed: 8 -7 f
City web-site: hhpJA/ .wab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: tS6 1Izs.x IFIreSewices
ntreview 7required-7YesNo
(�-
Applicant: LutF (-= mr-_ EAJCLOSL) ZASmProject: FAQIIJ RFmOVAAi V� A(_ rksties
ty
es
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
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
F
ent First Review: ❑Approved./ �Comments: fu A#4o fNGReviewed by::le4 ✓�—� Date: oSecond Review: ❑Approved as revised. IODenied.
PUBLIC WORKS Comments: Ste, APICK.01
PUBLIC UTILITIES _/
PUBLIC SAFETY Reviewed bye0...� Date: �Z /
FIRE SERVICES Third Review: Approved as revised. ❑Denied.
Comments: I
1arC G//A 4/.c/�l p(I SLI/.� •L•yI
Reviewed byl&we," ! — Date: 4 Z41
Revised 05114109
?S. LJr ZONING REVIEW COMMENTS
3
rI City of Atlantic Beach
j Community Development Department
800 Seminole Road Atlantic Beach,Florida 32233-5445
Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us
Date: 9/4/16
Permit: 16-RAAR-1867 Applicant: Lifetime Enclosures
Review: 2nd Address: 5521 Chronicle Ct,Jacksonville,FL 32256
Site Address: 456 Irex Rd Phone: Not Provided
RE#: 171425-0000 Email: agoodwin@lifetimeenclosures.com
Correction Comments
1. Rear Yard Setback: Section 24-105(e)(2) requires a 20 foot rear yard setback. The site plan provided
shows a rear yard setback of 17 feet. Please revise plans accordingly.
Derek W. Reeves
Planner
dreeves@coab.us
�la�'l
ZONING REVIEW COMMENTS
s City of Atlantic Beach
Community Development Department
800 Seminole Road Atlantic Beach,Florida 32233-5445
Phone: (904)247-5826 Fax: (904)247-5845 Email: dm"es@coab.us
Date: 8/30/16
Permit: 16-RAAR-1867 Applicant: Lifetime Enclosures
Review: 1st Address: 5521 Chronicle Ct,Jacksonville,FL 32256
Site Address: 456 Irex Rd Phone: Not Provided
RE#: 171425-0000 Email: agoodwin@lifetimeenclosures.com
Correction Comments
1. Setbacks: Section 24-67(c) requires a site plan showing setbacks. Please provide a site plan showing
setbacks from all new elements to property lines.
Derek W. Reeves
Planner
dreeves@coab.us
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Chapter 3 - Screened Walls & Balconies
NOTE 91: USE 3/8"0 X 3"LONG LAG SCREWS INTO
WOOD HOST AND 3/8"0 X 214"LONG CONCRETE
SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION
(I"EMBEDMENT TYPICAL)SPACING 24"O.0 AND WITHIN o
4'OF EACH PERPENDICULAR MEMBER
0
O
O O HOST STRUCTURE ELEMENTS
1"X2"OBPERIMETER £
FASTEN PER NOTE Al i
FASTEN POST END PER DETAIL C1 OR a
C2 ACCORDING TO LOAD CONDITION i
SPECIFIED IN POST TABLE(304)
0
z
0
ADDITIONAL GIRTS SHALL BE ADDED TO
MAINTAIN A MAXIMUM VERTICAL SPACING £
FOR HORIZONTALS OF 96" w
POSTS SIZES PER TABLE k
302 BY WIND ZONE ;
x
KICKPLATE RAIL(GIRT)-SELECT
BY WIND ZONE FROM TABLE 302 'o
x
si
z
�POSTS SIZES PER TABLE 0
w f l 302 BY WIND ZONE - o
(J KICKPLATE RAIL(GIRT)-SELECT 3
z BY WIND ZONE FROM TABLE 302
0
SOLID KICKPLATE(OPTIONAL)
0
FASTEN POST END PER DETAIL C1 OR C2 rc
ACCORDING TO LOAD CONDITION SPECIFIED
IN POST TABLE(302)
1X2 OB SOLE PLATE UNLESS NOTED
N� OTHERWISE,FASTEN TO FLOOR OR 3
O O FOUNDATION W/1/4"0 FASTENERS 1" o
2'MINI IUM EMBEDMENT @ 24"O.C.
r
x
u
e
TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF)
FOUNDATION OR BALCONY
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 3- 4
Chapter 3 - Screened Walls& Balconies
a 2X3 COLUMN SHOWN,SIZE
COLUMN PER TABLE 302 SCREEN(OR
0 rKICKPLATE)
0 2"X2"X1/8"ANGLE EACH SIDE 2 EACH#14 SMS EACH
0 3/8" DIA CONCRETE ANCHOR SIDE(1"O.C. MIN.)
a WR"EMBEDMENT(MIN.)(TYPICAL)
0 0 0
a 2-MINIMUM
7
2
Q /
F
o COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 1 C1
LOAD CONDITION #1 3
z
c
NOTES:
1)COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION
3 2)CONNECTION C1 APPLIES TO SCREEN WALLS ONLY SEE C2
i FOR WHEN SUPPORTING GUARDRAIL
f
S
0
x
t
3
r
a
z
c
2X9 COLUMN SHOWN(MMIMUM SIZE SCREEN
0 COLUMN FOR LOAD CONDITION#2)
3 PER TABLE 302
z FASTEN SOLE TO POST USING 2 EACH#10 SMS
o FROM SOLE INTO INTERNAL SCREW SPLINES OF
FASTEN POST TO CONCRETE WITH 2"X 2"X U8" POST(OR, FROM POST INTO SOLE PLATE); OR,
o THICK ANGLE BY 2"LONG W/2 EACH #12 SMS WITH 1"X 1"X 1/16"ANGLE 2" LONG AND 2
n INTO POST AND 1/4"0 CONCRETE ANCHOR W/2" EACH#8 SMS INTO EACH MEMBER
z EMBEDMENT(MIN.)(T/PICAL EACH SIDE OF POSn 0 0 0 0 -
2"MINIMUM
m
O
Z
r
u
COLUMN / FOUNDATION FASTENING FOR LOAD CONDCTION 2 C2
o LOAD CONDITION #2 3
V
Page 3 - 5 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 3 - Screened Walls &Balconies
1 X 2 08 @ PERIMETER
REFER TO NOTE#1-THIS SHEET -
PICKETS MAY BE
7/1"SQUARE
#"muml o
(ISN#5)AT RE(I (Max)O.C. o
OR, 51 SQUARE(ISN#13)
EE
AT 45/8"(MAX)O.C.(SEE o
FASTENING NOTE BELOW) o
1"X 1"X 1/16"ANGLES 2"LONG WITH a
248 X 1/2"LONG S.M.S.AT EACH LEG
TYPICAL EACH SIDE,TOP&BOTTOM)
z
JHOseSTRUCTURE ELEMENTS NOTE#1:USE''/a"O X 3"LONG LAGS INTO
WOOD HOST AND'/"O X 2'A"LONG
CONCRETE SCREWS INTO CONCRETE OR
° MASONRY CONSTRUCTION(I"EMBEDMENT o
TYPICAL)/SPACING 24"O.C.AND WITHIN
• 4"OF EACH PERPENDICULAR MEMBER £
CONNECTION WITH EXPOSED FASTENERS
w
3
r
1 X 2 08 0 PERIMETER 5
REFER TO NOTE#1-THIS SHEET
# 10 S.M.S.FROM INSIDE S
FACE OF 1 X 2 OB INTO 12
a
1"
SCREW SPLINES OF'1%2 OB PICKETS MAY BE SQUARE
(1"EMBEDMENT MI)IMUP ) (ISN#5)AT 4-7/8"(Max)O.C.
OR,l6"SQUARE(ISN#13) p
AT 4-5/8"(MAX)O.C.(SEE
REFERTONOTE. FASTENING NOTE BELOW) z
#1-THIS SHEET ;
1"X 1"GUARDRAIL PICKETS ^
FASTENED TOP AND BOTTOM W/2
......_.._ EACH#10 S.M.S. I-EMBEDMENT o
0
•'H06T-SYRUCT,URE�LEMENT,S ` - . NOTE#2:IN SCREEN walls io
• WITHOUT GUARDRAILS,PICKETS of
• ° NOT PRESENT.ALL OTHER
ATTRIBUTES OF DETAILS APPLY.
z
s
CONNECTION WITH CONCEALED FASTENERS
s
PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS C3
PICKET FASTENING: #10 SMS BY I"EMBEDMENT 3
INTO PICKET SCREW SLOT(S),2 EACH END FOR
P'PICKET, 1 EACH END FOR 44"PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 3 - 6
Chapter 3 - Screened Walls &Balconies
HOLLOW UPRIGHT o
rc
1"%1"X 11/2 ANGLES.M LONG WITH 1"X MNG X 1/8-
2-#10 X 1/2"LONG S.M.S.AT EACH LEG RECEIVING CHANNEL
(TYPICAL EACH SIDE,TOP B BOTTOM) 0
0
GIRT OR CHAIR RPIL a
J
J
Q '
F
I
PICKETS MAYBE 1"$QUARE(6N#5)
AT 47/8"(Mac)O.C.OR,W'SQUARE
(ISN#13)AT 4S/8"(MAX)O.C.(SEE £
FASTENING NOTE BELOW)
i
4J/8"
O.C.
NOTE:IN SCREEN WALLS lz
CONNECTION W/ EXPOSED FASTENERS WrTNOT PRESENT.
NT.ALLGLIARDRAILS,OTT PIO�TB 3
NOT PRESEM.ALL OTHER
ATTRIBUTES OF DETAILS APPLY. r
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0
9-#10 S.M.S.FROM INSIDE FACE OF
f
POST INTO SCREW SPLINES OF HOLLOW BEEF MATING POST 3
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GIRT OR CHAIR RAIL
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PARTIAL ELEVATIONS/ GIRT TO POST CONNECTIONS C5
0
3 0
PICKET FASTENING:#10 SMS BY 1"EMBEDMENT
INTO PICKET SCREW SLOT(S),2 EACH END FOR
1"PICKET, 1 EACH END FOR Y."PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 3 -8
Chapter 3 - Screened Walls & Balconies
o
0
C
1"X 1"X 1/16'ANGLES 2"LONG WITH
248 X 1/2"LONG S.M.S.AT EACH LEG
TYPICAL EACH SIDE,TOP&BOTTOM)
I
I
0 REFER TO NOTE#1-THIS SHEET
z
NOTE#1: USE 3/8"0 X 3"LONG LAG SCREWS INTO
WOOD HOST AND 3/8" X 21d"LONG CONCRETE
w 1 X 2 OB PERIMETER SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION
z (1"EMBEDMENT TYPICAL)SPACING 24"O.C.AND WITHIN
G4"OF EACH PERPENDICULAR MEMBER
CONNECTION WITH EXPOSED FASTENERS
a
z
z
0
`0
0
3 I
z
w REFER TO NOTE#1-THIS SHEET
o /
/ \\\ 2-# 10 S.M.S.FROM INSIDE FACE OF
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EMSCREWBEDMENT
SPLINES OF I
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m � � X 2 OB(1"EMBEDMENT MINIMUM.)
00
o / / REFER TO NOTE#1-THIS SHEET
1 X 2 OB @ PERIMETER
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o PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS C6
3
Page 3 - 9 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 3 - Screened Walls& Balconies- Exposure B
O
O
z APlowable Spans for posts in Screen Waft lint Supportig Roofs;AFD, Table 302.
K A&awi Spam forfStsbr Screen Wa26 Mt5upporfar,Rainy/Qurds (For arts SupportingPalling/Guards use Tape 301)
S [Re5IDLN1NL M COMMMML] For Wind Zones 110 mph Ew.ufe GRgory8
u�X for Screen Mesh:20/20 Windload Design Pressure: 10.0 s
'a
Allo,:600 /W61T6 Pogswinsduss Wift
&trusion/Section 4'-0" 4'-6" 5'-0' S'-6" 6-0" 6-6" 7'-0" T-6" 8'-0"
2%2%.046"Hollow 7'-0"(1) T-0"(I) 6-11'(1) 5'-5'(1) 5'-11"(1) T-8"(1) T-S"(1) T-7(1) S'-1"(Q
3%2X.050 Mi. T-9'(1) 7-9"(1) 7'4'(1) 6'-7(1) 6'-1"(1) 5'-9"(1) T-6"(1) S-4"(1) T-2"(t)
w 2X2%.096"Self-Mating Snap T-T'(l) 7-T(1) 7'-6"(1) T-3"(t) 7'-0"(t) 6'-9"(I) 6'4"(1) 6'4"(1) T-9"(1)
r 2X3X.050"Wi. 9'-7'(1) 9.7"(1) 9'-5"(I) 9'-1"(t) 8'-10"(1) 8'-7'(1) 8'-3"(I) T-11"(1) T-9"(I)
p 2X3%.M"Self-Mating Snap 10'-5"(1) 10'-5"(Q 194"(1) 9'-11"(1) 9'-8"(1) 9'-5"(1) 9'-2"(1) 8'-11"(1)
0 2%4X.050'Flol'ow 12'-7(3) 12'-6'(1) 11'-10'(1) 11'-4'(1) 10'-10'(1) 10'-5"(1) 10'-0'(1) 9'-8'(1) 0-5"(Q
2X4X.050"Self-Mating Snap 13'-2'(1) 33'-2'(1) 12'-11"(1) 12'-6'(I) 12'-2'(1) 11'-8"(1) 11'-3"(1) 10'40"(1) 10'.6'(1)
2X4 Self-Mating Beam 12'-1'(1) Il'-4"(1) 10'-9'(1) 10'-3'(1) 9-10"(I) 9'-6'(1) 7-1"(1) 8'-10"(I) 8'-6"(t)-
2X5Self-Mating Beam 15'-2"(l) 14'i"(1) 13'-7"(1) 12'.11"(1) 12'-5"(1) 11'-11"(1) 11'-6'(1) 11'-1"(1) 10'-9"(1)
2X65elf-Mating Beam I7-0"(1) 16'-1"(1) 15'-3"(1) 14'-6"(1) I3'-11'(1) 13-:4(1) 12'-IO"(1) 12'-5'(1) 12'-0'(1)
a2X75eif-Mating Beam 19'-3"(1) 18'-2"(1) 17'-3'(1) 16'-5"(1) 15'A"(1) 15'-1"(1) 14'9"(Z) 19'-1"(2) 13'-8'(2)
3 2X8 Self-MaG Beam 1 28'-5"(2) H'-S"(2) 12741'(2) 2T-0' 2 26'-3"(2 25'J"2 29'-11"(2) 24'-4"(2) 1 23'-7'(2)
The number in parenthesis denous load condition for walls not supporting railing. For walls with railing Me default Is load condition 2
F
iAllowable Spans for Pasts F Screen Waft Wt Supporting Roofs;ASO, Table 3021,
3 AAbwabt'spans for[ in Sheen We&Mt Support,,R ffng/awrds (For Guts Supporting Raillg/(cards use Tape 301)
F [RI IMIAL OR COMMOUCIAL] For WiM2one120mph Exposure category8
a For Screen Mesh:20/20 Windload Design Pressure: 12.1
i
Alloy:605T 6061T6 Post 5 tl tnad Wift
OExtrusion/Section T- T-6" 5'-0" 5'-6' 6'-0' 6'-6" 7'-0" T-6" 8'-0"
5'-11"(1) 5'-e"(I) 5'-5"(1) 5'-3"(1) 5'-1"(1)
i 3%2X.050 tallow• 7-5"(1) T-1"(I) 6'-8"(1) 6'A'(1) 6'-1"(1) 5'9V(1) 5'-6(1) S-4"(1) 5'-2'(1)
2%2X.096"Self-Mating Snap 7-7(1) 7-3"(I) 7-0"(1) 6'-10"(1) 6-7(1) 6'-5"(1) 6'-3"(I) 6-0"(1) T-9'(t)
8'-1'(1) 7-10"(1) 7'-6'(1) 7-3'(1) 7'-0%1)
w 2%3X.096"52rig Snap 10' "(1) 9'-11'(3) 9'4 8'
'(1) 9'-4"(1) 9'-3"(1) 8'-10"(1) 8'-7'(1) 8'
"(1) -3"(1)
0 2X4%.050"tallow -9
12'-1"(I) 11'-5"(1) 10'-10"(1) 10'-4'(I) 9'-10'(1) 9'-6"(1) 7.2"(1) 8'-10"(1) 8'-7(1)
2%9X.050"self-Mating Snap 13'-1"(1) 17.7"(1) 12'-I'(t) 11'-0"(1) ll'-1"(I) 10'-8'(1) 30'-3"(1) 9'41"(1) 9'-7(1)
2X95e1f-Mafing Beam
m 2XS Self-Mating Beam 13'-30"(1) 13'4"(1) 12'-5"(1) 11'-10'(1) 11'-4"(1) W-10"(1) 30'-6"(1) 1T-1"(1) 9'-10"(1)
O 2X6 Self-Mating Beam - 15'.6"(1) 19'-8"(1) IT 11"(1) 13'.3"(1) 12'-8"(1) 12'-2"(1) 11'-9"(1) 11'-9"(2) 10'-11"(2)
0 IF 2X75eif-Mating Beam 17'-7"(1) I6'J"(1) 15'-9"(1) 19'-11 13'-9"(2) 13'-3'(2) 12'-10"(2) 12'-5"(2)
2X8 Self-Mating Beam 28'-3"(2) 27-2"(2) I 26'-3't(2) 125-5"(2 29'-B"(2 23'-101(2)122'-11"(2)1 22'-2"(2) 21'-6'(2
The number in parse sis denotes two condition for walls not supporting ralling. For walls with railing the default is load conditon 2
r
x
u
Page 3B - 7 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1
EMSRNG COVERED PATIO
:WITH NEW SCREEN PARTITIONS:
: WITH CLEAR VINYL WINDOWS :
_________________ __________
JPLAN VIEW
SCALE 1/4"=1'-0"
.75 36"
DOOR
\
\
b \ �
2xac045
p�lOJ01J//q
FEE,-,OILL
5'1-1/2" 512-3/81' 5'2-1/8" 5,2-1/8" _
LONGITUDINAL ELEVATION
SCALE 1/4"=1'-0"