HomeMy WebLinkAbout116 Adoncia Way - 08-2568 (2008) screen insert rear lanaic.i1 T ur JAIYruKu rMfollI ArrLaa.A I LVI\
Application"# : V6 ` Submittal Date:
2
Job Address: 1 k i) Ici&J 6( W '" Value of Work: $ 515 3- o V- Parcel
ID: Zoning: Historic District: ,j c
o Description
of Work: I ',J-QrQ (ASe d- U`' A0 b Square Footage: ' 008 0.............
Permit
Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical:
New Service - # of AMPS Addition/Alteration Change of Service C] 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 Commercial Industrial Occupancy Use Group(s): Construction
Type: # of Stories: _ # of Dwelling Units: Flood Zone: (FEMA form required) nn.......(.. .........................
t........ Property
Owner: Contractor: h S (- `—M1 U ' - Address:
Address , qUoa Phone: E-
mail: Phone: 01&I I StateLicense Number 'C r7 v Bonding Company:
Mortgage Lender: Address: Architect/
Engineer:
Address: Plan
Review
Contact Person: Address: Phone:
Fax:
E-
mail
U V7 f CJ U Vilio.%0%17: Application is
hereby madeao obtain a permit to do the work and installations as indicated. 'I certify that no work or installation has commenced prior to the issuance ofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must
be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and - 9 AIR CONDITIONERS,
etc. ne: 0U77Fax:
j 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 TOYOURPROPERTY. 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 isverification that I will notify the owner of the herequ irements of Florida Lien Law FS 713. USignature of
Owner/Agent Date gnature of Contractor/Agent Print Owner/
Agent's Name Print Contr for/Agent's Name Signature of
Notary -State of Florida Date Signature of Notary -Stateof Florid Date Lt Notary
Public
State of Florida..Kanie Massey
My Commission
O 554096 Expire 0511f112Owner/
Agent is _ Personally Known to Me or Cogent is ersonalhy.K ne aor Produced ID _
Produced ID APPROVALS: ZONING: `
lo UTIL: FD: ENG: BLDG. Special Conditions:
Rev 07.
07 aJ
i
POWER OF ATTORNEY
i
T hereby name and appoint s
Name
of 1. Ul ' to be my awful attorney in fact
Company or Busa ness
to act for me and apply. to the County Building Dept.
for a Ll permit for work to be performed
Type
E
at a location described as Section Township________..Range
lot Block Subdivisio
Address of Job
rL
Owner 'of Property and A dress'
and to sign my name and do all: things necessary to this
appointment.
C.J.S. Aluminum, Inc.
Ty Pr' t name d Licens number of Contra
Signature of a.censed ontracto
Acknowledge:
STATE . OF FLORIDA
COUNTY QF ORANGE
q
The forego'ng i strument was acknowledged efor me this
l day of _ ',1 J, by
as. . of who:
is personally know to me
produced as
identification, and who ll
did
did no
take, an oath. t',b,e . Ea n n A n
Notary Public
ow Notary Public State of Florida
Karde Massey
My Commission OD554096
or n" Expires 0511812010
DESCRIPTION AS FURNISHED: Lot 100; CELERY ESTATES NORTH, as recorded in Plat Book 71, Pages38through45, of the Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED TO:. Lennor Homes, Inc.
LOT 124 LOT 1 3 LOT 122
N 89°50' 10" E e
60.00'
I
21.47' 21.42"
I LOT 100
I
2218.0 0
COVERED °? ' PORCH -
10.00'
22.0
LOT 99. p o
I PROPOSED N I o LOT 101
hONE-STORY RESIDENCE IO , MODEL: RALEIOH C
1 Q5 -
2 CAR GARAGE RIGHT ?1.0 .O b
O ^ o o O
I I
I o
10100' 14.3'
I I
10.00,
I I
I
DRIVE
i I 25.20' 25.20'
10' UTILITY pIEASEMENT
P.C.) - 225.50,
A (
B.B.)N 89"50' > O"' E 5' WALK
760.00' h
2' CURBOFFICE,
A DONCIA #A Y
50' R/W)
TRACT 'T"
PRNATE'INGRESS & EGRESS)
SQL B l DIN,. eFrae'.Kc,
SQUARE FOOTAGE CALCULATIONS FRONT-' 2s'
Q PROPOSED - FINISHED SPOT GRADE ELEVATION REAR 20'
PER DRAINAGE PLANS SOD (SOD TO CURB:'4,007# SQUARE FEET SIDE- 7.5'
V'.- R PROPOSED DRAINAGE F101j' DRIVE, k LEAD W AY: 4E; SQUARE FEET STREET $IDE= 15'
LOT. GRADlND TYPE A' SIDEWALK ARPRQA H: 414.L SQOUARE.'FEET. *P,L'OT PLAN O.i jLY# PROPOSED F.F. PER PLANS 16107' NOT A SU12V.'`) TOTAL LOT SQUARE FOOTAGE: 6,600t SQUARE FEET
CRUSE1WEYETR-SCOTT & ASSOC., INC - LAND SURFWYORS ,I
LEGENR -. L[G61ID _
P , • PLAr PAL: • P11x 1R L", IMLI TIP,
5400 E. COLONIAL DR. .ORFiVJDa, FL. 32807 (4D7)-2i7-3232 FAX (407)=658-1436-,
NO= P . . IYRIEP'." IP. .,p(RI PPE PA.0 P00R OF;IS,VERSEvClR1YAT1AlEIR . IRN RO6 PEEPOMS'ff.CLRPQWO C VATLpE f. Tlk' UNOERSICNkp; DOES HEREBY C THAi 7M5y SUIikEY'MEEiS: 1N"1W1 7EEYMpfL/l $WCAROS SET FOMf a
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2 UNLESS DA SSED WIN SURYfl"42'S SE4. DO SURTEY Wil) Mm IS p 'N/E¢:FORMJFDNWIIOLNL'pvw.SES ONEY. PLl& PlUNT [P SEGDi1D1G CALL. CN.culATrn
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ADR 0i' gIPRd/flfE,fM..S.- SH01/W NUi BE USED 10 RFICOMSYRUCY BWNA RT 1YIE5'.. . NMT.tNKUTit •.UTTLITT.
C • CHAIN LTW FENCE
a L6YeMWySRAnVS 1.dIXTILtl1
6FA(VND? ARE A5 DAlULL r TNF !P.F .yrv,,,^.^ w KB'a d EtF,VADDNS. IP' 15E'-bN Np110INL f.EODEPG MK'14 W+ii6i9 tg1L Ss, gYN,ERIWSE N07ED• VDTG ... vomg6NeeCREVX. •PDOIRTWCI ILRE a CES71ffIGiE OF AVfHOiCTATKW Na. J393 SCAI:FN' 1' 10 M--DRAILN EfY.• . .. P.
T. _ .:PofiSTSPi CERDRIED L .
b.NLYCN6rRG. •
C NORDBEARDIS PLOTP{
NI- 12-10--0T 6T93^O] RENSED'
PCOi PLAN OB IO-09 I TOM
X GRIISFNMEYER RLS 7)4 THIS
11URMO/PROPER()' DOES. NOT LIE WMIN THE
ESTAWDWED 100 YF'ARPLANE AS PER T7RA7' MZONE '
X^. PANEL 00 '12265 065 (94.'17-5)9 111- SctlTf 'R:4S-/ 48fi1 :rye- 1L JOSEPH EN1LhDW50NRLSj; 657J 171 F
ru=l,
D
71
G)
a
1" X 2" VERTiCAL @
PERIMETER (TYPICAL)
3 E/
OPTIONAL KiCKFLATE HEIGHT VA..
i
TABLE 304
m
Fin
J'rjy 1. ,'-'•j•"
J
Ql
I
y
RIES
fTi
W
SCREEC I_V f/1LL ELE\%,',TION_ v"VITHOUT GU,J LR IL NOT SUFPO TIC G_C?n
Chapter 3 - SCREENED WALLS & BALCONIES
NOTE #1: USE '/a"O X3" LONG LAGS INTO WOOD HOST
AND 1/4"0 X 2'/4" LONG CONCRETE SCREWS INTO
CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT
TYPICAL)/ SPACING 24" O.C. AND WITHIN
4" OF EACH PERPENDICULAR MEMBER HOST
STRUCTURE ELEMENTS 1"
X2" OB ® PERIMETER FASTEN
PER NOTE #1 FASTEN
POST END PER DETAIL C1 OR C2
ACCORDING TO LOAD CONDITION SPECIFIED
IN POST TABLE (304) ADDITIONAL
GIRTS SHALL BE ADDED MAINTAIN
A MAXIMUM VERTICAL ACING
FOR HORIZONTALS OF 84" POSTS
SIZED PER TABLE 304 BY
WIND ZONE iAIR
RAIL (GIRT) - SELECT BY WIND iNE
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
EMBEDMENT ® 24" O.C. (REFER TO NOTE #1) 2"
MINIMU FdUp
DATION OR BALCONY TYPICAL
SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF) 01
01
AAF
Guide to Aluminum Construction. in High Wind Areas Page 3 - 4 E
Chapter 3.- SCREENED- WALLS & BALCONIES
e '
1 X 2 OB ® PERIMETER
REFER TO NOTE #1 — THIS SHEET
w
1" X 1" GUARDRAIL PICKETS
U
j Z I 1" X 1" X 1/16" ANGLES 2" LONG WITH
w 2—#8 X 1/2" LONG S.F~;S. AT EACH LEG
O w I TYPICAL EACH SIDE, 'TC,P & BOTTOM)
w
4
HOST. STRUCTURE 4 ° NOTE #i: USE 'A"O X 3" LONG LAGS
LEMENTSa INTO WOOD HOST AND k"0' X 2%" Y a °
LONG CONCRETE SCREWS INTO
4 .a n,. _ CONCRETE OR MASONRY
v ° ° CONSTRUCTION (1" EMBEDMENT
c 4 ` TYPICAL)/ SPACING 24" O:C. AND
A THIN 4" OF EACH PERPENDICULAR
CONNECTION WITH EXPOSED FASTENERS M MBER
1 X 2 OB ® PERIME:TER
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
OB (1" EMBE DMENT'MINIMUM.)
t!i
U
1" .X 1" GUARDRAIL PICKETS
w REFER TO NOTE #1 — THIS SHEET
O 1" X 1" GUARDRAIL PICKETSiwFASTENEDTOPANDBOTTOM W/ 2
EACH #10 S.M.S. 1" EMBEDMENT
a 4 4 °
HOST -STRUCTURE ° • '° 4 a
ELEMENTS a • ' NOTE #2: IN SCREEN WALLS WITHOUT
a GUARDRAILS, PICKETS NOT PRESENT.
4 ° ALL OTHER ATTRIBUTES OE DETAILS
4 c a a
APPLY.
4
a A
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS I 1X2 TO 1X2 CONNECTIONS C3
3
Y a
AAF Guide to Aluminum Construction in High Wind Areas Page 3 - 6
Chapter 3 - SCREENED WALLS & BALCONIES
I i 1 X 2 OB ® PERIMETER FASTEN PER NOTE 01
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
LLJ2" X 2" SELF —MATING HORIZONTAL (GIRT) w i (TYPICALLY HOLLOW SECTION W/O GUARDRAIL)
LLJ
w
I
cn
v
1" X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/ 2
O I I
EACH #10 S.M.S." 1" EMBEDMENTII
II II
1 X 2 OB 0 PERIMETER FASTEN PER NOTE #1
4— # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTOV) SCREW SPLINES OF 2 X 2 (1" EMBEDMENT MINIMUM)
w 2" X 2" SELF —MATING HORIZONTAL (GIRT)
w (TYPICALLY HOLLOW SECTION W/0 GUARDRAIL) «
J
w
w .. _
F
f-
U I NOTE #2: IN SCREEN WALLS
WITHOUT GUARDRAILS,
PICKETS NOT PRESENT. ALL
OTHER ATTRIBUTES OF
DETAILS APPLY.
0 II II
II II
1" X 1" GUARDRAIL PICKETS
I
CONNECTION W/ CONCEALED FASTENERS
PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS
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" LONG HOLLOW UPRIGHTS.M.S. A,T EACH LEG.
TYPICAL EACH SIDE, TOP & BOTTOM) 2" X 2" SELF —MATING
HORIZONTAL (GIRT)
TYPICALLY HOLLOW SECTION
W/O GUARDRAIL)
6
1" X 1" GUARDRAIL PICKETS I I
FASTENED TOP AND BOTTOM W/
10 S.M.S. 1" EMBEDMENT
4-7/8" O.C.
E: IN SCREEN WALLS
CONNECTION W/ EXPOSED FASTENERS :IETAILSUT GUARDRAILS,
E S NOT PRESENT, ALL
ATTRIBUTES OF
2— # 10 S.M.S. FROM INSI APPLY.
POST INTO SCREW SPLINES OF HOLLOW
GIRT (1-1/2" EMBEDMENT MINIMUM.)SELF MATING POST
2" X 2" SELF —MATING
HORIZONTAL (GIRT)
TYPICALLY HOLLOW SECTION
W/O GUARDRAIL)
I
I, 11
i t 11 1" X 1" GUARDRAIL PICKETS
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 A
Chapter 3 - SCREENED WALLS & BALCONIES
HOST STRUCTURE
ELEV.-FIN T. S
UJ I
F 1" X 1" X 1/16" ANGLES 2" LONG WITHU2-#8 X 1/2" LONG S.M.S.. AT EACH LEG
@' TYPICAL EACH SIDE, TOP & BOTTOM)
J% L
l:J
OLuJ
T ``J
REFER TD-NAME- HIS SHEET
1 X 2 OB ® PERIMETER
CONNECTION WITH EXPOSED) FASTENERS
NOTE #1: USE 1/4"0 X 3" LONG .LAGS
HOST . TP,ICTU E INTO WOOD HOST AND X"O X 2'V
ELEN"iEt`!TS LONG CONCRETE SCREWS INTO
CONCRETE OR MASONRY "
CONSTRUCTION (1" EMBEDMENT
TYPICAL)/ SPACING 24" O.C. AND
WITHIN 4 OF EACH PERPENDICULAR
MEMBER
Lj
v REFER TO NOTE #1 - THIS SHEET
D
V) Z 2- # 10 S.M.S. FROM INSIDE FACE OF 1
X 2 OB INTO SCREW SPLINES OF 1 X 2
sue,
OB (
1" EMBEDMENT MINIMUM.) T
LJ REFER
TO NOTE #1 - THIS SHEET 1
X 2 OB 0 PERIMETER CONNECTION
WITH CONCEALED FASTENERS " PARTIAL
ELEVATIONS / 1X2 TO 1X2 CONNECTIONS rC6- AAF
Guide to Aluminum Construction in High Wind Areas Page 3 - 9
Chapter 3 - SCREENED WALLS & BALCONIES
T //P1
2" X 2" X 1/8' ANGLE EACH SIDE
W/ 2 EACH #14 S.M.S.
SELECT COLUMN AND POST ENDFASTENINGCONDITIONPERTABLE
302 / 304 BY WIND ZONE
NOTE #1: TYPICAL PERIMETER 1 X2
FASTENING TO HOST - USE X"O X 3"
LONG LAGS INTO WOOD HOST AND 14"0 X
234" LONG CONCRETE SCREWS INTO
CONCRETE OR MASONRY CONSTRUCTION
1" EMBEDMENT TYPICAL)/ SPACING 24"
O.C. AND WITHIN 8" OF EACH SIDE OFEACHPOST
POST END TO HOST FASTFNINr.
PARTIAL ELEVATION @ SCREEN FACE)
NOTE: IN SCREEN WALLS WITHOUT
GUARDRAILS, PICKETS NOT PRESENT. ALLOTHERATTRIBUTESOFDETAILSAPPLY
SELECT GOLPMN AND POST tilpFASTENING ,CONDITION PERT B
302 !/ 304 BY WIND Z4;
SCREEN
2 EACH 0 SMS X 1-1af1
LONE INTO SOLE PLATE.;
X 1 " GUARD
Y[ PICKETS
2" X 2" X 1/ "I IA GLE EACH SIDE
W/ 2 EACH # ,41 ISIM.S.
i ( P/8- 0 CONCRE
EMBEDMENT (F
a
CONCRETE
A
1/4" MA. X 2- ,LONG APPROVED CONCRETE " ANCHORS_® 24" aO.C. Aw WHIN 9" OF
CONNECTI
R W/2" MIN,
CONDITION 1)
PLATE
NG MEMBERS (1 ;EMBEDMENTdfY;PICA{L)
a c C.
POST TO FOUNDATION FASTENING C7
MARTIAL ELEVATION @SCREEN FACE) 3
M
AAF Guide to Aluminum Construction in, High Wind Areas Page 3 -10
L:
Chapter 3 - SCREENED WALLS & BALCONIES
ALLOWABLE SPANS for Secondary Members In Screen WallsWITHOUTGUARDRAIL)
Girts in Screen Walls) FOR 100 MPH Wind ZoneMaximumVerticalcing7fto.c.) Unit Load = 10 gIbs/s ft
r----- Load Width / S acin
Extrusion 4'-0" 4'-6" 5'-0" 5'-6" 6'-0° 2X2X.045 Hollow 9'-3" 8'-8° g'-3" T-10" 7_6" 2X3X045 Hollow 11'-4" i--- 9'-3— 2X4X0.045 Hollow I 13-10" 13'-1" 12'-5"
Girts in Screen Walls) FOR 110 MPH Wind ZoneMaximumVerticalSpacing7fto.c.) Unit Load = 11 Ibs/s9ft _
Load Width
E xtrusion 4'-0". 4'-6" 5'-0"
2X2X.045 Hollow 8'-7" 8'-1" T-8"
2X3X 045 Hollow 11'-3" 10'-7" 1 U-0"
2X4X0.045 Hollow 14'-4" 13'-6" 12'-10
Table 303a
6,6„
I ,1„
0
10'-10" L101_6
Table 303b
T-0" —I
9'-7"
11'-3"
Girts in Screen Walls) , FOR 120 MPH Wind Zone Table 303cMaximumVerticalScing7fto.c:)Unit Load = 14 Ibs/sgft
Load Width / S acin
E xtrusion 4'-0" 4'-6" 5'-0"
X X. 2045 Hollow T-8" 7-2" 6'-10"
2X3X045 Hollow
2X4X0.045 Hollow 12'-8"
5'-9"
E&-6" 8'-1" 7'-10" T-6"'-
10" 10'-4"
Girts in Screen Walls) FOR 130 MPH Wind Zone Table 303d
mum Vertical Spacing 7 ft o.c. Unit Load = 16 lbs/scift
Load Width
Extrusion 4'-0" 4'-6" 5'
2X2X.045 Hollow
2X3X.045 Hollow
2X4X0.045 Hollow 117-10" 11'-2" 101-
5' 10" 5'-7" 5'-5"—
I
7" 10'-1" 9',-8" g' 4„
Girts in Screen Walls) FOR 140 MPH Wind Zone Table 303etvtximumVerticalSpacing7fto.c } Unit Load = 18 Ibs/sgft
Extrusion 4'-0" 4'-6" 5'-0"
2X X045 Hollow 6'-9" 6'-4" 6'-0"
2X3X.045 Hollow 8'-9" 8'-3" T-10
2X4X0.045 Hollow 11'-2" 10'-7" 10'-0
5'-6" 6'-0"67'" j,--
1
T-2"
9'-7" 1 9'-2"
Girts in Screen Walls) FOR 150 MPH Wind Zone Table 303fMaximumVertcing7fto.c. Unit Load = 21 Ibs/s ft _
Load Width / S acinExtrusionon4'-0" 4'-6" 5'-0'
2X2X045 6'-3" 5'-10"
2X3X.045 Hollow 8'-1"
2X4X0.045 Hollow 10'-4" i 91-9" 9'-3"
Ex
5'-6" 6'-0" 6'_6' 7.0'.
6'-2"
8'-10" 8'-6" 8'-2= 7'-10"
posure B - Flonda 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 NotMaximumGirtSpacing = 7 ft o.c.) Su PPorting Roofs or Guardrails
FOR 100 MPH Wind Zone
Unit Load = Design Pressure 10 Ibs/sgft
Extrusion Post Spacin Width
2X2X045" Hollow
q'_p"
7'-4"
4'_6" 5'_0"
Load
5'-6,. 6'-0" 6'-6" T-0„
2X2X.045" Self -Mating na 8'°
U-11" U-7" 6'-3" 6'-0" 5' 7"
3X2X045 Hollow * 8' 7"
7'-10" T-6" T-1" 6'-10" 6'_7" 6'-4„
2X3X045" Hollow 9'-7"
8'-1" T_8„ 7-4 6'-11" 6'-6"
2X3X.045" Self-Matin Snap 1-O
9'-1" 8'-7" 8'-2" T-10" 7-6" 7-3"
2X4X050" Hollow
11"
12-3"
10'-4" 9-9" 9-4" 8-11 " 8-7• 8-3"
2X4X_045" Self -Malin Sna 13-5"
11-7" 10-11"I 10=5" 10-0" 9-7" 9-3"
2X4 Self -Malin Beam 15-3"
12-8' 12-0" 1?-5" 101-11" 10'-6"
2X5 Self -Malin Beam 18-2"
144" 13-7" 12'-11" 12'-5" 11=11 " 11 .6"
2X6 Self-Matin Beam 21-9"
17-2" 16-3" 15-6" 14-10" 14'-3"
20=6- 19-5" 18-6" 17'-9" 17-1"
ALLOWABLE SPANS for POSTS in SCREEN WALLS Not Supporting Roofs or GuardrailsMaximumGirtSpacing = 7 ft o.c.) FOR 110 MPH Wind Zone
Unit Load = Design Pressure 11 Ibs/sqft
Extrusion Post Spacing Load Width
2X2X045" Hollow
4'-0"
7.0
4'-6" 5'-0,, 5'-6" 6'-0" 6'-6" 7'-0"
2X2X045" Self -Mating Snap 7'-11"
6'-T' 6'-3" 5'-11" 5'-9" 5,-6„ 5'-4"
3X2X045 Hollow * 8'-2"
T-6" 7 -1 U-9" 6'-6" 6'-3" 6'-0"
2X3X045" Hollow 9'-2"
T-8" T-4" 6'-11"
2X3X045" Self-Matin Snap 10'-5"
8'-8"
9-10"
8'-2" T-10" 7'-6" 7-2"
2X4X050"Hollow 11-8"
94" 81-11" 8-6" 8-2"
2X4X045" Self -Malin Snap12'-10"
111-0" 10'-5" 9-11" 9-7" g-2- 8-10"
2X4 Self -Malin Beam 14-6"
12-1•
13-8"
1
102X5Self -Malin Beam 17-4" 16-4"
12-11 2-5" 1-5" 10-11 "
2X6 Self -Malin Beam 20=9" 9'-7"
15-6" 14 =9' 74-2" 13-7" 93-1 "
18-6" 17-8" 16-11" 16-3" 15-8"
ALLOWABLE SPANS for POSTS in SCREEN WALLS Not SMaximumGirtSpacing = 7 ft o.c.)
Extrusion 4'-0" 4'-6"
2X2X045" Hollow 6'-3" 5'-10"
2X2X.045" Self-Matin Snap7'-1" 6'-8"
3X2X045 Hollow * 7'-3" 6'-10"
2X3X045" Hollow 8'-1" 7-8"
2X3X.045" Self -Malin Snap9'-3• g:g"
2X4X.050" Hollow 10-4" 9-9"
2X4X.045" Self -Malin Snap11-4" 10-8"
2X4 Self-Matin Beam 12-10" 12-2"
2X5 Self-Matin Beam 15-4" 14-6'
2X6 Self-Matin Beam 18-4" 17-4"
Table 304a
ure B
T-6" 8'_0„
5'-5" 5'-3"
T-0" 6=9"
7-11" f 7-9"
8-11" 8'-8"
9-10" 9'-6"
11'-1" 10-9"
13-3" 12'-10"
Table 304b
Exposure B
T-6" 8,-0"
5'-2" 4'-11"
5'-10" 5'-T'
1" 5'-9"
6-8" 6'-6"
7-7" 7'-5"
9-4 9-1"
10-7" 10'-3",
12'-8" 12-3"
15'-2" 14-8"
uNNUI Luig MOOTS or uuardraiis Table 304c i
FOR 120 MPH Wind Zone i
Jnit Load = Design Pressure 14 Ibs/sgft Exposure B
Post Spacin / Load Width
5'-0" 5'-6" 6.-011 6._6. 7 -0" T-6" 8'_0" I
5'-T' 5'-4" 5'-1" 4'-11" 4'-8" 4'-7" 1 4'-5„ 6 -4' 6'-0" 5 =9" 5-6" 5:4"
6'-6" 6'-2"3-
7--3- 7-3" 6-11' 6'--8" 64" 6-2" 5-11 " 5'-9" 8':3" 7'-11 " 7-7" 7'-3" 6-11' 6-9" 6'-6"
9-3" 8=10" 8-6" 8 -2" 7-10" 7=7" 7'-4"
10-2" 9-8" 9-3" 8-11" 8'-7" 8-3" 8-0" 11-6" 10'-11" 10-6" 10-1" 9-9" 9-5" 9'-1" 13-9" 13-1" 12-6" 12=1" 11-7" 11-3" 10-10" 16=5" 15-8" 15-0" 14-5" 13-11" 13'-5" 12'-11'1;
Table Notes:
1) Tables apply only to Elevations 0 to 30 Feet Above Grade2) 3X2 applies to member with spline grooves on the 3" side
3) Bold and Italicized entries indicate Load Condition 2 usingPostEndFasteningDetailC2, and a minimum 2X4 Post
AAF Guide to Aluminum Construction in High Wind Areas Page 3 -16
a
f
J 1
V v
1