HomeMy WebLinkAbout125 Adoncia Way - 08-725 screen room insertQ
CITY OF SANFORD PERMIT APPLICATION l /0,5ZAPplication # :.
t®
V ^ Submittal Date: I ! A 5 +
pp C
Job Address: -i S Value of Work: $
Parcel ID:(.UT I Zoning: , Historic District:
Description of Work: / Njj- 1 I C& () C /V1ZN / Ai3c u J' 1 UCGI(- 0K Y 6( 3T1 Square Footage:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential Commercial
Occupancy Type: Residential p% Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
Property Owner: Contractor• S • • QVM ' '
Address: Address: UQ
10
G
Phone: E-mail: Phone: 0 b 5 State License Number:Vi) 5( / U
Bonding Company:
Address:
Arch itect/Engineer:
Mortgage Lender:
Address:
Phone:
Address: I
Fax: — /
Plan Review Contact Person: 82 Phone: ax: V lb`t5h E-mail CSH lyn a Sow
co M
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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of
Signature of Owner/Agent
Print Owner/Agent's Name
Signature of Notary -State of Florida
Owner/Agent is _ Personally Known to Me or
Produced ID
u] j
APPROVALS: ZONING: /" 1--p UTIL:_
Date
is of Florida Lien Law, F 713.
r/Agent . I Date
s Name
Date Signature ofNotary -State ofFlorida _i Date
OS`r3" No a.,y P„Nic `wIle nt r
fKerrie MiSSey 6
My
Comm&n 00554id9*0 f%
Epires ?,010 i
c Contractor/
Agent is _Personally Known to Me or Produced
ID FD:
ENG: BLDG Special
Conditions: Rev
07.07 ; /00
POWER OF ATTORNEY
I hereby name and appoint(L<qvu 5 i`e Z
Name
of C M/A)VM /Aj(-, to be m lawful attorney in fact
Company or Business) n, to act for me and apply --o the County Building Dept..
fora 1AJSe4 permit for work to be per ormed +
Type
at a location -.described as Section Township Range
and to sign my name and do all things necessary to this
a.ppointmen t
C.J.S. Aluminum, Inc.
TviDe r Pri t name a# L;
cea
number of Contr.
Signature of icensed C ntractor
Acknowledges
STATE .OF FLORIDA
COUNTY OF ORANGE
The foregoing instrument was acknowledged before me this !
day of ( u. by q ' ( J ,'-,
as SEMof . IN lam` who : q: is
personally know to me produced
as identification,
and whos did
did
not take,
an oath. Notary
Public ram(
Po* Notary Public State of Florida 4
Kame Massey My
Commission D0554096 9a
w Expires 05118/2010
Permit #: Project Name:
08-725 1 Screen Room under existing lania
Address:
125 Adoncia Way
Plans Reviewed By:
Richard Denman 02/18/2008 407.330.5656
The Pewit Is Subject To The Following Comments
THE FOLLOWING ARE STANDARD COMMENTS:
Notice: In addition to the requirements of the Permit, there may be additional restrictions
applicable to this property that may found in the Public Records of this County and
there may be additional Permits required from other Governmental entities such as Water
Management Districts, State Agencies or Federal Agencies.
1. Any connections that may be hidden during the installation shall be inspected prior to covering.
2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent
location and protected from against the elements until all inspections are complete.
3. All permits require final inspection. Failure to do so may result in charges being filed with
the Department ofBusiness And Professional Regulation.
4. Permits shall expire if work has not begun within six months of date of issuance.
5. All 2004 Florida Building Codes are to be complied with.
6. Any error or omission in this plan review shall not be construed to
grant approval of any violation of any adopted Codes or Municipal
Ordinances of this Jurisdiction.
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 YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES.
F""'LAM KEWINEU
FF- , "111F!!!1 1!
PERMIT #
DATE:=:Wr=
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POST SPACI;''r f
REFER TO TABLE 3C 4CLL
cD n
O
1" X 2" VERTICAL ® T—POST COLUI- PN
PERIMETER (TYPICAL) _ i" X 2" OB PERIMETER o SELECT PER TABLE 304
BY VlND LONE i
C4 C 5_ CHAIR RAIL (GIRT) I '`-' F' fTl j
3 DESIGNED USING TABLE I
c 103 BY WIND ZONE— "
O --4-
J
ICKPLATE RAIL (GIRD'
DESIGNED USING TABLE ¢ • I -
303 BY WIND ZONE
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CID
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Q OPTIONAL KICKPLATE HEI:GH1 VA I S OPTIONAL KI E HEIGHT VARIESi I / ;
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3.
con
W 9
W "
SCREEN WALL ELEVATION _(WITI TOUT GUARDRAIL _NOT _SUPPORTING _R_OOF)
Chapter 3 - SCREENED WALLS & BALCONIES
etITHIN
OTE #1: USE %" 0 X` 3" LONG LAGS INTO WOODOSTAND /a"O X 2'/" LONG CONCRETE SCREWS
TO CONCRETE OR MASONRY CONSTRUCTION (1"
MBEDMENT TYPICAL)/ SPACING 24" O.C. ANDj3, 4" OF EACH PERPENDICULAR MEMBER
0 01 N HOST STRUCTURE ELEMENTS
1"X2" OB ® PERIMETER
NI I N FASTEN PER NOTE #1
w
FASTEN POST END PER DETAIL C1 OR
C2 ACCORDING TO LOAD CONDITION
SPECIFIED IN POST TABLE (304)
2" MINIMUM
ADDITIONAL GIRTS SHALL BE ADDED
MAINTAIN A MAXIMUM VERTICAL
ACING FOR HORIZONTALS OF 84"
POSTS SIZED PER TABLE 304
BY WIND ZONE
AIR RAIL (GIRT) - SELECT BY WIND
NE FROM TABLE 303
POSTS SIZED PER TABLE 304
BY WIND ZONE
KICKPLATE RAIL (GIRT) - SELECT BY
WIND -ZONE FROM TABLE 303
SOLID KICKPLATE (OPTIONAL)
FASTEN POST END PER DETAIL C1' OR
C2 ACCORDING TO LOAD CONDITION
SPECIFIED IN POST TABLE (304)
1X2 OB SOLE PLATE UNLESS NOTED OTHERWISE, FASTEN
TO FLOOR OR FOUNDATION W/ 1/4"0 FASTENERS 2" N 0 .EMBEDMENT ® 24" O.C. (REFER TO NOTE #1)
F6uWDAT1ON OR BALCONY
TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF)
M I
61
01
1
AAF Guide to Aluminum Constructiorl: in High Wind Areas Page 3 - 4
Chapter 3 - SCREENED WALLS & BALCONIES
n
1` X 2 OB ® PERIMETER
IREFERTONOTE #1 - THIS SHEET
I h
U1" X 1" GUARDRAIL PICKETS
I
u) Z 1" X 1" X 1 /16" ANGLES 2" LONG WITHLLJ2-#8 X 1/2" LONG S.M.S. AT EACH LEG
p LdJ TYPICAL EACH SIDE, 'TOP & BOTTOM)
w
4
HOST. STRUCTURE
ELEMEN'TSa NOTE #1: USE ,"0 x 3" LONG LAGS
INTO WOOD HOST AND X"0 X 2%"
4 a °' LONG CONCRETE SCREWS INTO
4.. a . CONCRETE OR MASONRY
CONSTRUCTION (1" EMBEDMENT
I ° 4. TYPICAL)/ SPACING 24" O:C. AND
Q WITHIN 4" OF EACH PERPENDICULARCONNECTIONWITHEXPOSEDFASTENERSMEMBER
1 X 2 OB ® PERIMETER _
74-- REFER TO NOTE #1 - THIS SHEET
2- # 10 S.M.S.' FROM INSIDE FACE OF 1
X 2 OB INTO SCREW SPLINES OF 1 X 2
L, <, OB (1 EMBEDMENT. MINIMUM.)
z 1" X 1" GUARDRAIL PICKETSI
LJ i
REFER TO NOTE #1 - THIS SHEET
W 1" X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/ 2
EACH #10 S.M.S. 1" EMBEDMENT
4
HOST STRUCTURE
fLEMENTS v NOTE #2: IN SCREEN WALLS WITHOUT
a ° GUARDRAILS, PICKETS NOT. PRESENT. !
4 c ALL OTHER ATTRIBUTES Or DETAILS Id ° ° ° APPLY.
CONNECTION WITH CONCEALED FASTENERS b
i
IPARTIALELEVATIONS / 1X2 TO 1X2 CONNECTIONS C3I
3 O
I Y a
I
AAF Guide to Aluminum Construction in High Wind Areas Page 3 - 6
Chapter 3 - SCREENED WALLS & BALCONIES
1 X 2 OB ® PERIMETER FASTEN PER NOTE #1
I
Ln 1" X 1" X 1/16" ANGLES 2" LONG WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG (TYPICAL TOP &BOTTOM) Z
2" X 2" SELF -MATING HORIZONTAL (GIRT)
WI (TYPICALLY HOLLOW SECTION W/0 GUARDRAIL)
IQf
Li
I
In ? 1" X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/ 2
U) I I I II
EACH #10 S.M.S. 1" EMBEDMENT
II II
I
CONNECTION W/ EXPOSED FASTENERS
Z
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Of
V)
U)
O
I
I
I
i I
CONNECTION W/ CONCEALED FASTENERS
PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2
1 X 2 OB ® PERIMETER FASTEN PER NOTE #1
4- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTOSCREWSPLINESOF2X20" EMBEDMENT MINIMUM)
2" X 2" SELF -MATING HORIZONTAL (GIRT)
TYPICALLY HOLLOW SECTION W/O GUARDRAIL)
NOTE #2: IN SCREEN WALLS
WITHOUT GUARDRAILS,
PICKETS NOT PRESENT. ALL
OTHER ATTRIBUTES OF
DETAILS APPLY.
1" X 1" GUARDRAIL PICKETS
C4
3
AAF Guide to Aluminum Construction in, High Wind Areas Page 3 - 7
Chapter 3 - SCREENED WALLS & BALCONIES
1" X 1" X 1 /16" ANGLES
2" LONG WITH 2— #10 X 1/2" LONGS.M.S. A,T EACH LEG.
TYPICAL EACH SIDE, TOP & BOTTOM)
r
1.
HOLLOW UPRIGHT
2" X 2" SELF —MATING
HORIZONTAL (GIRT)
TYPICALLY HOLLOW SECTION
s W/O GUARDRAIL)
a I
1" X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/
10 S.M.S. 1" EMBEDMENT
4-7/8" O.C.
NOTE: IN SCREEN WALLS
CONNECTION W/ EXPOSED FASTENERS WITHOUT GUARDRAILS,
PICKETS NOT PRESENT. ALL
2— # 10 S.M.S. FROM INSIDE FACE OF OTHER ATTRIBUTES OF
DETAILS APPLY.
POST INTO SCREW SPLINES OF HOLLOWGIRT (1-1/2" EMBEDMENT MINIMUM.) SELF MATING POST
2" X 2" SELF —MATING
HORIZONTAL (GIRT)
TYPICALLY HOLLOW SECTION
W/O GUARDRAIL) I
1" X 1' GUARDRAIL PICKETS
I I FASTENED TOP AND BOTTOM W/
10 S.M.S. 1" EMBEDMENT
CONNECTION W! CONCEALED FASTENERS
PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS _(C5
3
AAF Guide to Aluminum Construction in,High Wind Areas Page 3 - 8
w
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U
ti' s
J% L
F— LIJ
OLu
T Lij
Chapter 3 - SCREENED WALLS & BALCONIES
HOST .STRUCTURE.
1" X 1" X 1/16" ANGLES 2" LONG WITH2-#8 X 1/2" LONG S.M.S. AT EACH LEGTYPICALEACHSIDE, TOP & BOTTOM)
REFER TO NOTE #1 - THIS SHEET
1 X 2 OB ® PERIMETER
CONNECTION WITH EXPOSED FASTENERS
NOTE #1: USE Ya"0 X 3" LONG LAGSHOST ..STP,I C;'FU L INTO WOOD HOST AND"0 X 2 4" cLElAENTS LONG CONCRETE SCREWS INTO
CONCRETE OR MASONRY
CONSTRUCTION (1" EMBEDMENT
TYPICAL)/ SPACING 24" O.C. AND
WITHIN 4" OF EACH PERPENDICULARMEMBER
LIJ
Cl
J
REFER TO NOTE #1 - THIS SHEETCi
Cr
V) Z 2- # 10 S.M.S. FROM INSIDE FACE OF 1LdX2OBINTOSCREWSPLINESOF1X2OB (1" EMBEDMENT MINIMUM.)
X LJ
REFER TO NOTE #1 - THIS SHEET
1 X 2 OB ® PERIMETER
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / 1X2 TO 1X2 r-0NNF(-T1r)KIc
k
AAF Guide to Aluminum Construction in High Wind Areas Page 3 - 9
Chapter 3 - SCREENED WALLS & BALCONIES
HpS
i E
2" X 2" X 1 /8" ANGLE EACH SIDE
W/ 2 EACH #14 S.M.S.
NOTE #1: TYPICAL PERIMETER 1X2
FASTENING TO HOST - USE VO X 3" SELECT COLUMN AND POST END LONG LAGS INTO WOOD HOST AND 34--0 XFASTENINGCONDITIONPERTABLE234" LONG CONCRETE SCREWS INTO302 / 304 BY WIND ZONE CONCRETE OR MASONRY CONSTRUCTION
1" EMBEDMENT TYPICAL)/ SPACING 24"
O.C. AND WITHIN 8" OF EACH SIDE OFEACHPOST
POST END TO HOST FASTENING C8
PARTIAL ELEVATION @ SCREEN FACE) 3
NOTE: IN SCREEN WALLS WITHOUT
GUARDRAILS, PICKETS NOT PRESENT. ALLOTHERATTRIBUTESOFDETAILSAPPLY
X 1" GUARDRAIj,
PICKETS 1-Ir
IIIII' SELECT COLUMN AND POST I
I9D! FASTENING ,CONDITION PER T/+B 2" X 2" X 1/ "I'ANGLE EACH SIDE302 / 304 BY WIND Zp W/ 2 EACH # .4I IS+M.S.
I: II I
SCREEN
8"0 CONCRENCHOR W/2" MIN. 2
EACHa-#10 SMS X 1-1/EMBEDMENT (FOR qAD CONDITION 1) ILON.
INTO SOLE PLATE;: f1X2 CBISLE PLATE YYY I
G 2500 '
PSIG
N CONCREaE 1/
4"
DPA. X 2-1/^4",LONG APPROVED CONCRETEANCHORS`® 24%O.C. AND Y1ATHIN 9" OF CONNECTING`MEMBERS (
1".•EMBEDMENTarY,piCAL) C e
s POST TO
FOl INr)ATInKI CA0-rMKllKll- ELEVATION c@
SCREEN FACE) r AAF
Guide
to Aluminum,Construction in,High Wind Areas Page 3 -10
Chapter 3 - SCREENED WALLS & BALCONIES
ALLOWABLE SPANS for Secondary Members InWITHOUTGUARDRNL) Screen Walls
Girls in Screen Walls)
Maximum_ Vertical STacin 7 ft o.c.) FOR 100 MPH Wind Zone Table 303aUnitLoad - 10 Ibs/s ft
Load Width / S acin — Extrusion 4'-0" 4' j 2X2X.045 Hollow -
6"
9'-3"
5'-0„ 5'-6" g'_p" 6'-6„ 8'-8"
2X3I— X045 Hollowi- - - 11' 4" 10'-8"
7'_6"
10'-1"
7-3"
i
2X4X0.045 Hollow 1310" 13-1" 9'-
8" 9' 3" 12'-
5" 11'-10" 11'-4" 7'
Girts
in Screen Walls) 10'-
10" 10'-6" Vertical
S a-.cinq7 ft o.c. FOR
110 MPH Wind Zone Table 303b MaximumUnitLoad = 11 Ibs/sgft Load
Width Extrusion
4'-0". 4'-6" 2X2X.
045 Hollow 8' 7" 5'-
0" 5'-6" 6 -0 6 -6 7'-0". 8'-
1" X3-
X045:Ftollow 11'-3' 10'-7"100"
7'-
8" 7,_4„ 7'_0" 6,_g„-r_. 6 6„—! 2X4X0.
045 Hollow 14'-4" 13'-6" 9'-
7" 9'-2" 12'-
3" 11'-8" 8'
10" g Girts
in Screen Walls) Maximum
Vertical S acin 7 ft o.c. FOR 120 MPH Wind Zone Table 303c I _ _._.
Unit Load = 14 Ibs/s ft g-------- LoadWidth / Spacing IG U Iuj 1 2X2X045
Hollow r
5
Hollow 2X4—
XO_045 Hollow 4 -
U 7'-
8" 9'-
11" 12'-
8" 4'-
6" 7'-
2" 9'-
4" 11'-
11" 5'-
0" 6'-
10" 8'-
11" 11'
4" 5'-
6" 6'-
6" 8'_
6" 10'-
10" 6, -
6'-
3" 6'-
6" 5'
11" 7'-
p" 5'-
98'_
1" 10'-
4" 7' -
10" 9'-
11" i
7'6 9'-
7" Girts
in Screen Walls) FOR 130 MPH Wind Zone Table 303d MaximumVerticacing7fto.c.) Unit Load = 16 Ibs/sgft Load Width-
E xtrusion
4'-0" 5'-0" 2X2X.045
Hollow T-2" 6'-9" 6'-5" 2X3X045 Hollow
9'-4" 8'-9" 8'-4" 2X4X0.045
Hollow 11'-10" 11'-Z" 10'-7 T-0"
10"I"
9'-8" 9'-4" i Girls in
Screen Walls) FOR 140 MPH Wind Zone Table 303e Pli ATumVerticalSpacing7fto.c.)Unit Load = 18 Ibs/sgft _ Load Width
I S acin E xt
rusion4 -0 4'-6" 5'-0" 2X2X045 Hollow
6'-9" 2X3X045 Hollow
8'-9" 8'-3" 7'-10" 2X4X0.045
Hollow 11'-2" 6'-0"
6'_6" T-0" T-6"
T-2" 6'-11" 6'-8" 9'-7"
9'-2" 8' 9" Girts in
Screen Walls) FOR 150 MPHWind Zone Table 303f LMaArnum Vertical Spacing7ftoc) U if L - Extrusion 2X2X045 Hollow
2X3X.
045 Hollow
2X4X0.045 Hollow
1 oad - 21
Ibs/sgft Load Width / Sp
acin 4-0 4'-
6" 5'-0"' 6'-3" 5'-
10" 7'-8" g'-
g" 9'_
3" 8 E 5-6"
6'-
0" 6'_6" 7,_0,' i 4'-8" xposure
B - Florida
Building Code Table 2002.4 Note: Tables apply
only to Elevations 0 to 30 Feet Above Grade AAF Guide to
Aluminum Construction in High Wind Areas Page 3 -15
Chapter 3 - SCREENED WALLS & BALCONIES
ALLOWABLE SPANS for POSTS in SCREEN WALLS Not Supporting Roofs or Guardrails Table 304aMaximumGirtSpacing = 7 ft o.c.) FOR 100 MPH Wind Zone
Unit Load = Design Pressure = 10 Ibs/sgft Exposure B
Extrusion 4'-0" 4'-6" 5-0" 6'-0" 6'-6"
5'-9"
7'-0" T-6"
5' 5" 1
8'-0"
5' 3'—
2X2X045" Hollow
F 2X2X.045" Self -Mating Sna
T-4"
8'-4"
6'-11"
T-10"
6'-7"
T-6"
6'-3"
T-1"
6'-0"
6-10" 6'-7"
6'-9"
7-6"
67-4"
6-6"
7-3"
61" 6'_
3" 7-
0" I 5'-
111 6'-
9" 3X2X045
Hollow ' 8'-7" 8'-1" T-8" T-4" 6'- 11" 2X3X045"
Hollow 2X3X.
045" Self -Mating Snap 2X4X050"
Hollow r
2X4X.045" Self -Malin Sna 2X4
Self -Mating Beam 2X5
Self -Kb tn Beam 2X6
Self-Matn Beam 9'
7" 10'-
11" 12'-
3" 13 -
5" 15-
3" 18'-
2" 21-
9" 101-
4" 11=
7" 12-
8" 144"
17-
2" 20-
6" 9-
9" 10-
11" I 12'-
13-
7" 16-
3" 19-
5" 8'-
2" 9-
4" 10-
5" 11-
5" 12-
11 " 15-
6" 18-
6" T-
10" 8,
411 101-
0" 10-
11 " 12'-
5" 14-
10" 17-'-
8-
7" 9-
7" 10-
6" 11 '-
11 " 14-
3" 17-
1" 8-
3- 7-11" ; 7-9" 9-
3" 10-
2" 11-
6" 13=
9" 16-
5" 8-
11" 8=8" 9-
10" 1 9'-6" 111-
1 " ' 10-9" 1 13=
3" 15'-
11" 12'-
10" 1 154"
1 ALLOWABLE
SPANS for POSTS in SCREEN WALLS Not Supporting Roofs or Guardrails Table 304b MaximumGirtSpacing = 7 ft o.c.) FOR 110 MPH Wind Zone 1 Unit
Load = Design Pressure = 11 Ibs/sqft Exposure B Post
S acin /Load Width i
Extrusion 2X2X045"
Hollow Self -
Mtn Sna 3X2X045
Hollow * 2X
X+04:5Hollow 2X3X045"
Self -Mahn Snap_10'-5" 2X4X050"
Hollow 2X4X045"
Self -Malin Snap_12'-10" 2X4
Self-wbng Beam 2X5
Self -Malin Beam 2X6
Self-Matn Beam T-
0" 8'-
2" 9'-
2" 111-
8" 14 =
6" 17-
4" 20-
9" 4'-
6" 6'-
T' 7
T-
8" 8'-
8" 9'
4--& 11'-
0" 12-
1" 13-
8" 16-
4" 19-
7" 5'-
0" 6'-
3" T-
4" 8'-
2" 94"
10-
5 11'-
5" 12-
11 " 15-
6" 18-
6" 5'-
6" 5'-
11" 6'-
9"- 6'-
11" T-
10" 8'-
11" 9-
11" 10-
11" 12-
5" 14 -
9" 17-
8" 6'-
0" 5'-
9" 6'-
6" 6'-
8" 7'-
6" 8-
6" 9-
7" 10-
5" 111-
10" 14-
2" 161-
11 " 6'-
6" 5'-
6" 6'-
3" 6'-
5" 7-
2" 8-
2" 9-
2" 101-
1" 11-
5' 13-
7" 16-
3" 7'-
0" 5'-
4" 7'-
6" 5'-
2" 8'-
0" 4'-
11" 6'-
0"2X2X045"
0"
6'-
2" 6-
11 " 5-
11" 5-9" I 6-
8" 6-6" 7'-
11" 7-7" 7-5" 8-
10" 8-6" 9-
8" 94" 9-1" 10-
11 " 10-7" 10'-3" 13-
1 " 12'-8" 12-3" 15-
8" 15-2" 14-8' ALLOWABLE
SPANS for POSTS Maximum
Girt Spacing = 7 f} in
SCREEN o.
c.) 4'-
0" 4'-6" WALLS
Not FOR
120 Unit
Load Post
S 5'-
0" Supporting
Roofs MPH
Wind Zone Design
Pressure acin /
Load Width 5'-
6" 6'-0" or
Guardrails 14
Ibs/_sgft 6'-
6" 7'-0" Table
304c Exposure
B_ 7'-
6" 8'-0" Extrusion
2X2X045"
Hollow 6'-3" 5'-10" 5'-T' 5'-4" 5'-1" 4'-11" 4'-8" 4'-T' 4'-5" 2X2X045" Self-Matn Sna T-1" 6'-8" 6'-4" 6'-0" 5-9" 5-6" 5-4" 5=2" 4'-11' 3X2X.045 Hollow * T-3" 6'-10" U-6" 6'-2" 5-11 " 5-8" 5-6" 5-3* 5'-1 " 2X3X045" Hollow 8'-1" 7-8" 7-3" I -11" 6-8" 6-2" 5 9' elf2X3X045" SlSnap_ 9-3 8-9 8-3' 7-11" 7-7" 7-3" 6-11" 6-9" 6-6" 2X4X050" Hollow104' 9-9" 9-3" 81-10" 8-6" 8-2" 7-10' 7-7" 74" 2X4X.04" Self -Malin Sna 11-4" 10-8" 10-2" 9-8" 9-3' 8-11 " 8-7" 8-3" 8-0' 2X4 Self-Matn Beam 12'-10" 12-2" 11-6" 10-11" 10-6" 10-1" 91-9" 9-5' 91-1" 2X5 Self -Mating Beam L— 2X6
Self -Mating Beam 154" 14-
6" 13-9" 3-1" 12=6" 12=1' 11-7' 11=3" 10=10" 18-4" 17-4" 16-5" 15-8" 15-0" 14-5" 13-11" 13'-5" 12'-11" Table Notes:
1) Tables
apply only to Elevations 0 to 30 Feet Above Grade 2) 3X2
applies to member with spline grooves on the 3" side 3) Bold
and Italicized entries indicate Load Condition 2 using Post EndFasteningDetailC2, and a minimum 2X4 Post AAF Guide
to Aluminum Construction in High Wind Areas Page 3 -16