HomeMy WebLinkAbout120 Adoncia Way - 08-723 screen insert rear lanaiCITY OF SANFORD PERMIT APPLICATION
Application # : 3 Submittal Date:
Job Address: 0_,0W(9 k Ae S G Value of Work:
Parcel ID: 1 U Zoning: Historic District:
Description of Work Y 1"Jl t . . 'a_.I . [ N Se ti f10 Z U G u5 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 Cale. Required)
Plumbing/ New Commercial: # ofFixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential Commercial`
Occupancy Type: Residential / Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories: _ # of Dwelling Units: Flood Zone: (FEMA form required)
Prope'rty Owner• • •I e n) lu .\ 2 I -Al A E Contractor: 0i- -` -, G A l i /`)U-A"9
Address:
Phone: E-mail:
Bonding Company:
Address:
Architect/Engineer:
Address: )
Plan Review Contact Perso Phone."
Address:
Phone:
Mortgage Lender:
Address:
State License Number:
Phone:
Fax:
o7E-mail: 0 -
Gv
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work orinstallation 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 THEFIRSTINSPECTION. 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 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 ofthe property of the requirements ofFlorida Lien Law, FS 713.
Signature of Owner/Agent Date
Y
Si ature of Contrac or/Agent Date
r24e IWCMSOQ
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida Date Signa ureTof otaFy-St tarof Fonda
r`
ate
My Commission9of60WExpires0511b1101055409ii
Owner/Agent is _
Produced ID
Personally Known to Me or
APPROVALS: ZONING: 3 UTIL: FD:
Contractor/Agent is _ Personally Known to Me or
Produced ID
ENG: BLDG: Vilk
Special Conditions:
Rev 07.07
POWER OF ATTORNEY
I hereby name and appoint 0
of U. QName
U ?
t U 1U W r to be m-0ylawful attorney in fact Company
or Business to
act for me and apply -V the County Building Dept. i for
a tl )CA" permit for work to be performed Type)
i at
a location described as Section Township Range lot (
DBlock Subdivison L7 N C(
C/i ('e (02 3 UN 01 and
to sign
my name appointment. Ad rc
s
of Job Owner of Property
and Address and do all
things necessary to cttvo this C.
J.
S.
Aluminum, Inc. Tvpe„ o2 , Print
name avd LicensyQ number of Contr. S rLatureof
licensed C ntractor Acknowledge: STATE.OF
FLORIDA
COUNTY OF ORANGE
The foregoing instrument
was acknowledged before me( this day of by /1,NI e,, as S 1
Q of QI l /A)V (v \ who: is personally know
to me produced - - - - - - as identification,
and whoi
did 7an)oath.
did
nottake Notary
Public
v:+ °
ve Notary
Public State of Florida r° Karrie Massey
My Commission DD554096
j expires 05118/
2010
Permit #: Project Name:
08-723 1 Screen Room at existing lania
Address:
120 Adoncia Way
Plans Reviewed By:
Richard Denman 02/18/2008 407.330.5656
The Permit 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 of Business And Professional Regulation.
4. Permits shall expire ifwork has not begun within six months of date of issuance.
5. All 2004 Florida Building Codes are to be complied with.
6. Any error ®r 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 713.1.35 FLORIDA STATUTES.
PERMIT #
ATE: Cif
OFFICE
DESCRIPTION AS FURNISHED: Lot 101, GPL-ERY ESTATES !`DRTH,Ias recorded in Plot Bookages 38Through45, of the Public Records of eminole County, wlariao. PLOT
PLAN FOR/CERTIFIED To Lennor ea,NS REVIEvv6- LOT ,s-
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C_REEN'WPLL ELCi _TION F'iTHOU.TGUARDRAIL-_NOT_SUPPORTING R_C%Q_F)
Chapter 3 -.SCREENED WALLS & BALCONIES
NOTE #1: USE X"O X', 3" LONG LAGS INTO WOODHOSTAND /"O X 2'/" LONG CONCRETE SCREWS
INTO CONCRETE OR MASONRY CONSTRUCTION 1"
EMBEDMENT TYPICAL)/ SPACING 24 O.C. ANDWITHIN4OFEACHPERPENDICULARMEMBER
ONE
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HOST STRUCTURE ELEMENTS
1"X2" OB ® PERIMETER
FASTEN PER NOTE #1
FASTEN POST END PER DETAIL C1 ORC2ACCORDINGTOLOADCONDITION
SPECIFIED IN POST TABLE (304)
ADDITIONAL GIRTS SHALL BE ADDED
MAINTAIN A MAXIMUM VERTICAL
ACING FOR HORIZONTALS OF 54"
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 ClOR C2
ACCORDING TO LOAD CONDITION SPECIFIED
IN POST TABLE (304) YX2
OB SOLE PLATE UNLESS NOTED OTHERWISE, FASTEN TO
FLOOR. OR FOUNDATION W/ 1 /4"4 FASTENERS 2" EMBEDMENT ®
24" O.C. (REFER TO NOTE #1) 2"
MINIMU F&
U DATION OR BALCONY TYPICAL
SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF) e
9 1
n
I
I
AAF
Guide to Aluminum Construction: in High Wind Areas Page 3 - 4 I
Chapter 3 -.SCREENED WALLS & BALCONIES
e
1X 2 OB ® PERIMETER REFER
TO NOTE #1 — THIS SHEET w
U
1 X 1" GUARDRAIL PICKETS c~
Z 1" X 1" X 1/16" ANGLES 2" LONG WITH ' w
2—#
8 X 1/2" LONG S.M.S. AT EACH LEG TYPICALEACHSIDE,.70P & BOTTOM) LZIwG
d d HOST_
STRUCTURE ° a °a NOTE #1: USE 34"0 x 3" LONG LAGS ELEMENTS- ' rdINTO WOOD HOST AND 14"r0' X 2%" a
d c LONG CONCRETE SCREWS INTO 4c' CONCRETE OR MASONRY a
c d CONSTRUCTION (1" EMBEDMENT I 4. TYPICAL)/ SPACING 24" O.C. AND a
WITHIN 4" OF EACH PERPENDICULAR CONNECTIONWITHEXPOSEDFASTENERSMEMBERu-------
1 X 2 OB 0 PERIMETER _ 6
7 —
REFER TO NOTE #1 — THIS SHEET LJ
I 2— # 10 S.M.S:' FROM INSIDE FACE OF I X2OBINTOSCREWSPLINESOF1X2L,
OB (1 EMBEDMENT MINIMUM.) ti`
1" X 1" GUARDRAIL ;PICKETS zL'
REFER TO NOTE #1 — THIS SHEET Y
s
L I
1"
X 1" GUARDRAIL PICKETS FASTENED
TOP AND BOTTOM W/ 2 EACH #
10 S.M.S. 1" EMBEDMENT d
HOST -
STRUCTURE a °4 ° LEMENTS
NOTE #2: IN SCREEN WALLS WITHOUT c
c GUARDRAILS, PICKETS NOT. PRESENT. ¢ v %
4 n ° ALL OTHER ATTRIBUTES OF DETAILS APPLY.
v
a < t A
I
CONNECTION WITH CONCEALED FASTENERS 3
PARTIAL ELEVATIONS 1 1X2 TO 1X2 CONNECTIONS C3 I 3
I
AAF
Guide to Aluminum Construction in High Wind Areas Page 3 - 6 a
I
i
1
Chapter 3 - SCREENED WALLS & BALCONIES
1 X 2 OB ® PERIMETER FASTEN PER NOTE #1
F
1" X 1" X 1/16' ANGLES 2" LONG WITH 2— #8 X 1/2" LONG S.M.S. AT EACH LEG (TYPICAL TOPRz BOTTOM)
W2" X 2" SELF —MATING HORIZONTAL (GIRT)
W
I
I (TYPICALLY HOLLOW SECTION W/O GUARDRAIL) I
Elf
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cc
Cn 1" X 1" GUARDRAIL PICKETS $9ijFASTENEDTOPANDBOTTOMW/ 2I
O
EACH #10 S.M.S. 1" EMBEDMENT
1
CONNECTION W/ EXPOSED FASTENERS
1 X 2 OB ® PERIMETER FASTEN PER NOTE #1
4— # '10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTOSCREWSPLINESOF2X
Z 2 0" EMBEDMENT MINIMUM)
2" X 2" SELF —MATING HORIZONTAL (GIRT)
J TYPICALLY HOLLOW SECTION W/O GUARDRAIL) a
I W II
W
E
U NOTE #2: IN SCREEN WALLS
WITHOUT GUARDRAILS,
PICKETS NOT PRESENT, ALL
OTHER ATTRIBUTES OF
DETAILS APPLY.-
IIO it
i
I 1': X 1" GUARDRAIL •PICKETS
i
CONNECTION W/ CONCEALED FASTENERS ;E
f
PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONSa
e
I
3
AAF Guide to Aluminum Construction in, High Wind Areas Page 3 - 7
i
Chapter 3 -,SCREENED WALLS & BALCONIES
1" X 1" X 1/16" ANGLES
2" LONG WITH 2- #10 X 1/2" LONGS.M.S. AT EACH LEG, HOLLOW UPRIGHT
TYPICAL EACH SIDE, TOP & BOTTOM) 2" X 2" SELF -MATING
HORIZONTAL (GIRT)
TYPICALLY HOLLOW SECTION
W/O GUARDRAIL) I
4 1" X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/
10-S.M.S. 1" EMBEDMENT i n
4- 7 /8" O.C.
I NOTE: IN SCREEN WALLS
CONNECTION W/ EXPOSED FASTENERS WITHOUT GUARDRAILS,
PICKETS NOT PRESENT. ALL
ffi2 # 10 S.M.S. FROM INSIDE FACE OF OTHER ATTRIBUTES OF
POST INTO SCREW SPLINES OF HOLLOW
DETAILS APPLY.
GIRT (1-1/2" EMBEDMENT MINIMUM.)_SELF MATING POST
2" X 2 SELF -MATINGjHORIZONTAL (GIRT)
TYPICALLY HOLLOW SECTION
W/O GUARDRAIL)
4
I
II
I
X 1" GUARDRAIL. PICKETS
FASTENED TOP AND BOTTOM W/
10 S.M.S. 1" EMBEDMENT III
ii
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
1" X 1" X 1/16" ANGLES 2" LONG WITH2--#8 X 1/2" LONG S.M.S. AT EACH LEGTYPICALEACHSIDE, TOP IBOTTOM)
r
O j
REFER TO NOTE #1 — THIS SHEET
1 X 2 OB ®PERIMETER
CONNECTION WITH EXPOSED FASTENERS !
I
e
NOTE #1: USE 34"0 X 3" LONG LAGSHEST . jTP,UC TURF INTO WOOD. HOST AND X"O X 2'WE—L 'MEN'TS LONG CONCRETE SCREWS INTOCONCRETEORMASONRY r
CONSTRUCTION (1" EMBEDMENT
TYPICAL)/ SPACING 24" O.C, AND
WITHIN 4" OF EACH PERPENDICULARMEMBER
w TJREFERTONOTE #1 — THIS SHEET 6
V) Z 2— # 10 S.M.S. FROM INSIDE FACE OF 1XSOBji2INTOSCREWSPLINESOF1X2OB (1" EMBEDMENT MINIMUM.) EJSL.I
REFER TO NOTE #1 — THIS SHEET
1 X 2 OB ® PERIMETER
CONNECTION WITH CONCEALED FASTENERSi w
PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS rC6'
AAF Guide to Aluminum Construction in High Wind Areas Page 3 - 9 I
Chapter 3 - SCREENED WALLS & BALCONIES
2 X 2" X 1 /8" ANGLE EACH SIDE
W/ 2 EACH #14 S.M.S.
NOTE #j: TYPICAL PERIMETER 1X2FASTENINGTOHOST — USE X"O X 3" SELECT COLUMN AND POST END LONG LAGS INTO WOOD HOST AND 34"0 XFASTENINGCONDITIONPERTABLE214" 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: 1N SCREEN WALLS WITHOUT
GUARDRAILS, PICKETS NOT PRESENT. ALLOTHERATTRIBUTESOFDETAILSAPPLY
1" ( X. 1" GUARDRAIL
PICKETS j";r
SELECT COLUMN AND POST I
rile I'.
FASTENING CONDITION PER T B , 2" X 2" X 1/ "I'A. GLE EACH SIDE302 / 304 BY WIND ZPfAE W/ 2 EACH' .4I (S M.S.
SCREEN
IIj 0 CONCRETE I NCHOR W/2" MIN.
2 EACH410 SMS X 1-1/ EMBEDMENT (FOR TOAD CONDITION 1)
LON5 INTO SOLE PLATE I i
11X2 S LE PLATE
r cti Q ' 2500 `PSI6 a <
CONCRETE,
1/4" DFA. X 2-1/^4" J.ONG APPROVED CONCRETE " c
ANCHORS- 0 24" dO.C. AND -
CONNECTING` MEMBERS (,": MEIDMENTIT PICgL)
POST TO FOUNDATION FASTENING C7
PARTIAL ELEVATION.@ SCREEN FACE) 3
AAF Guide to Aluminum Construction in High Wind Areas
9
Page 3 -10 I
Chapter 3 - SCREENED WALLS & BALCONIES
ALLOWABLE SPANS for Secondary Members In ScreenWITHOUTGUARDRAIL) Walls
Girls in Screen Walls)
Maximum Vertical cing 7 ft o.c.) FOR 100 MPH Wind Zone
Unit Load - 10 Ibs/s ftLoadWidth / Sg-_.._-__... --
Extrusion
Hollow
4'-0'
9'-3"
4'-6" 5'-6" 6, 2X2X.045
2X3X045 HollowI - 11' 4"
8'-8" 8' 3"
10'-8"
T-10" T-6"
2X4X---0.045 Hollow 13'-10" 13'-1"12'-5"
9'-3"
11'-10" 11'-4"
Girts in Screen Walls) FOR 110 MPH Wind ZoneMaximumVerticalSacin7fto.c. Unit Load = 11 Ibs/s ft
Load Width / S acin --
Extru sion 4-0. 4'_g^ 5'-0"
2X2X.045 Hollow 8'-7" 8'-1" 7-8"
4:72X31K(95`Holl.ow 11'-3" 1 U-7" 10'-0"
2X4X0.045 Hollow 1 14'4" 13'-6" 1 12'-10"
Table 303a
I-6" T-0"
T-T' f6;_11;,
8_11 „
10' 10
8' 7„-
10 -6"- -'
Table 303b
6'-6" T- —"7
6'-g"-T--6'-6;
S' 10 8 _g
12'-3" 11'-8" 11'-3" 10'-10"
Girts in Screen Walls) , FOR 120 MPH Wind Zone Table 303cMaximumVerticalcing7fto.c.) Unit Load - 14 Ibs/s ft
Load Width / S-- --- --
Extrusion 4'-0" 4'-6"
acin
5'-0"
22X2,X.045 Hnllow 7'-8" 7'-2" 6'-10"
low 9'-11" 9'-4" 8'-11„
2X4_ XO.045 Hollow 12'-8" 11'-11" 1 V-4"
i
6'-6" T-0"
8'-6"T-10"
10'-10" 10'-4"
5'-11" 5'-9" 1
T 6"
Girls in Screen Walls) FOR 130 MPH Wind Zone Table 303dMaximumVerticalSpacin7fto.c. Unit Load = 16 Ibs/salt _
Load Width / S acin
E ' xtrusion 4-0 4'-6" 5'-0"
2X2X045 Hollow T-2"
2X3X.045 Hollow 9'-4"
2X4X0.045 Hollow 11'-10"
5'-6" 6'-0" 6' 6„ T-0„__-I
10" 5'-7" 5'-5
i
9'-4" j 8'-11" i
Girls in Screen Walls) FOR 140 MPH Wind Zone Table 303eMaximumVerticalSocino7ftoc) U 't L -
Load Width
Extrusion 4'-0" 4'-6"
2X2X.045 Hollow 6'-9" 6'-4" 2X3X045
Hollow 8'-g" 6-3' 2X4X0.
045 Hollow 11'-2" 1 U-7^ Girts
in Screen Walls) ni
oad - 18 Ibs/s acing
5'-
0, 5_6„ 6'-
0" 5,_9„ 7'-
10" 7'-6" 10'-
0" 9,-7„ 6'-
0" 5-
6" 5'-3" 68" -
i 8'-6"
FOR 150
MPH Wind Zone Table 303f YMa"mumVerticalSpacing7fto.c.) Unit Load = 21 Ibs/salt Extrusion Load
Width /
Spacing 4'-0"
5' 0" 5'-6" 6'-0" 2X2X045 Hollow
6' 3" 5' 10" 5'-7" 5'-4" 5'-1" 2X3X045 Hollow8' 1" T-8" 7'-3" 1 6-11" 2X4X0.045
Hollow 10'-4" Exposure 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 6'-6"
T-0" 6'-2„
1 '-2"
7'-10" Page 3 -
15 K
3
Chapter 3 - SC-,EE=D WALLS & iBALCONIES
gI ALLOWABLE SPANS for POSTS in SCREEN 1NALL5 Not Supporting Roofs or Guardrails Table 304aMaximumGirtSpacing = 7 ft o.c.) FOR 100 MPH Wind Zone ' s
Unit Load = Design Pressure = 10 Ibs/sqft Exposure B i
Extrusion
2X2X045" Hollow
4'-0"
7'-4"
5'-0" 5' 6" 6-0" 6-6" T-0" T-6"_
Self-MatingSnap 8'4„
6'-11" U-7" 63" 6'-0" 5 9 5' 7" 5'-5" ,I 5'-3„ 3X2X045ollow
T-
10" 7'-6" 6-7 6'-4' 6'-l" I 5'-11"- 2X3X045"
Hollow 8
T-
V-6'-2X2
U-
911 6'-6„ 6'-3"' 2X3X.
045"Self-Matin Sna 9'-
7" 10"
1" 9'-
1" 10'-
4" 8'-
7" 8'-Z' J T-10" 7-6" 7-3" 7-0" 16-9" 2X4X050"
Hollow 12'-3" 11-7" 9-
9" 10-
11" I 9-
4"' 101-
5" W-
11" 101-
0" 8=
7" 9-
7" 8=
3" 7=11" T-9" 8'-
8" 2X4X.045" Self -Malin Snap'13-5" 12-8" 12-0" 1? =5" 10-11 " 10'-6" 0=2" 9=70" 1 9'-6" I2X4Self-Matin Beam, 15-3" 144" 13=7" 12'41" 12=5" 11'-11" 11`-6" 11'-1" 10=9. j 2X5Self-Matin Beam 18-2" 17-2" 16-3" 15-6" 14'-10" 14'-3" 13-9' 13'-3" 12'-10" 2X6Self -Malin Beam 21-9" 20-6" 197-5" 18-6' 17'-9" 17-1' ALLOWABLE
SPANS for POSTS in SCREEN WALLS Not Supporting Roofs or Guardrails Table 304b j (Maximum Girt Spacing = 7 ft o.c.) FOR 110 MPH Wind Zone Unit
Load = Design Pressure = 11 Ibs/sgft. Exposure B, Post
S acin Load Width Extrusion
4'-0" 4'-6" 5'=0" 5'-6" 6'-0" 6,-6„ 7'-0" T-6" 8'-01, 2X2X045"Hollow T-0" U-T' 6'-3" 5'-11" 5'-9" 5'-6" 64" S-2" 4'-11" I
2X2X045" Self -Mating Snap 7'-11" T-6" T-1" 6-9" 6-6" 6'-3" 6'-0" 510" 3X2X045HollowX5Ho
Xflow, 8'-2"
T-8" 6'-11" 6' - 7'-4" 6-5 6-2" 511" 5'-9" j 2X3X045"
Self-Matin Snap_10'-5" 9'-2"
8'-8.1 8' 2" T-10" 7'-6" 7'-2". 6'-8" 6'-6" i— 2X4X050"
Hollow 91-10"
9=4" 8-11" 8-6" 8-2" 7-11" 7-7" 7'-5" 2X4X045" Self -
Mating Snap_12'-10" 11 9-
7" 8=6" 8-,3" 2X4 Self -
Malin Beam 14-6" 12-1
13 '-8"
11-5"
10'-11 " 10-5" 10-1 " 9'-8" 9-4" 9 4" 2X5Self -
Malin Beam 174" 164" 12-11"
15-6"
12-5"
11-10" 11-5" 10-11" 10-7" 10-3" 2X6 Self -
Malin Beam 20-9" 19-7" 18-6" 14-9"
17-8"
14-2'
16'-11 "
13'-7"
13-1 * 12-8" 1 12-3" 16'-3"
15-8" 15 =2" 14'-8" 11 ALLOWABLE
SPANS for POSTS in SCREEty WALUS Not Supporting Roofs. or -Guardrails Table 304c Maximum GirtSpacing = 7 ft o.c.) FOR 120 MPH Wind Zone Unit Load =
Design Pressure = 14 Ibs/sgft Exposure B Post S
acin / Load Width 1= Extrusion
2X2X045" Hollow
2X2X045" Self -
Malin Sna 3X2X045 Hollow*
2X3X045" Hollow
2X3X045" Self -
Malin Snap_ 4'-0"
6'-3"
7'-1"
7'-3"
6-10" 8'-1".
9-3*
4'-6"
5'-10"
6'-8"
7'-8'
8'-9"
5'-0"
5'-T'
6;-4"
6-6"
7-3"'
8-3'
5'-6"
5 4"
6'-0",
6-2"
6':11"
7-11 "
6-0"
5'-1"
5=9"
5-11 "
6-8"
7-7"
6' 6"
4'-11"
T-0"
4'-8"
7'-6"
4'-7"
8'_0"
I 4'-5"
5-6"
5'-8"
5=4"
5 -6"
5-2"
5'-3"
4'-11'
5'-1 "
64" 6-
2* 5'-11" 5-9" 7-3"
8-2"
8-1Y
10'-1"
2-1"
6-11 "
7-10
8-7"
9=9"
11-7"
6-9"
7-7"
8-3"
9-5" ,
11-3"
6'-6"
74` 8=
0'
9=1"
10=10"
2X4X050" Hollow
2X4X.045"
Self -Malin Snap_11-4" 2X4 Self-
Matin Beam. 2X5 Self -
Malin Beam L2X6 Self -
Malin Beam 104" 12-
10"
5-4"
18-4"
91-9"
10-8-
12-Y
14-6"
17-4"
9-3"
10'-2"
11-6"
13-9"
16'-5."
8'-10"
9'-8"
10-11"
13-1"
15-8"
8-6"
9-3"
10-6"
12-6"
15-0"
14-5" 13-11" 13-5" 1241" 1, 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