HomeMy WebLinkAbout121 Adoncia Way - 08-724 (2008) install screen insert11 CITY OF SANFOID PgRMIT APPLICATION
Application #: - T
6
p Submittal Date: I / 1 J L
Job Address: X 00 NC 14 '(• ,e-.,(a ,. Value of Work: $ cl w -GL
Parcel ID: Zo'ing: Historic District:
Description of Work:. I 5 I Gl. JC % ' a°l)f' (( cSquare 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 4_' 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: ResidentialCommercial Industrial Occupancy Use Group(s): Construction
Type: it of Stories: I # of Dwelling Units: Flood Zone: (FEMA form required) c...................... ...........
PropertyOwner: L e/Qil(AV I 12M Contractor: cas I i
x
Address: _
l o i6O (C41-i Address: 2, U- 6 ox ; -I OJ rQ Phone: -(
LLJ U !2 E-mail: Phone 7icU> f State License Number: 566u s 11q 0 Bonding
Company: Address:
Architect/
Engineer: Mortgage
Lender: Address:
Phone:
Address:
Fax: Plan
Review Contact Person•._IP b 4Tl Phone `1t% t '_Iil' c%`ax: gURZL 45] E-mail t r,' 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 apermit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 maybe 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 therequirements of Florida Lien Law, FS 713. Signature
of Owner/Agent Date Sig ure of Contractor/Agent D to ll
tliyS Zzjf Print Owner/Agent's Name Print Contractor/Agent's Name Signature of
Notary -State of Florida Owner/Agent
is _ Personally Known to Me or Produced ID
APPROVALS: ZONING:
T I UTIL: FD: ENG: Special Conditions:
Rev 07.
07 Date Signature
of Notary -State of Florida V Date x F',
ri rIb'tfidq Paint;; State of Florida FAp''.'rrimission
D0554096 e, Exoi,,
as 05/18/2010 Contractor/Agent
is _ Personally Known to Me or Produced ID
BLDG:
POWER OF ATTORNEY
I hereby nane and appoint /
Name
of /mi%-\, to be m lawful attorney in factYyft
Cott pany or Business
to
actEi and app7.y 'to the County Building Dept.. savfv 1
for a permit for work to be per ormed
Ae
at a location described as Section Township Range
lot Block Subdivision
Address of -Jab
wner of Property and Address
and to sign my name and do all things necessary to this
appointment.
C.J.S. Aluminum, Inc.
Tip% or Print namenand Licepse number of Contr.
Sl.gnature of icens d Contracto1;
Acknowledge:
STATE; . OP FLORIDA
COUNTY OF ORANGE
The foregoing instrument was acknowledged before me this
day of J by _Q i N____
as P-Q, of who:
gyp is personally know to me
produced asidentification, and who:
did
O did n o t
take an oath.
R+ ov NoNotaryPublicStateofFlorida ary Publ o
Kerrie Massey
r y st rml Sian D0554096
Permit #: Project Name:
08-724 1 Screen Room at existing lania
Address:
121 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 ofthis 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 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 elan 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.
PL
I
a N'prim— CDJ -1 011"
N" C1110FSA PERMIT # p 44.= 7 2
DATE:
Vlrifizvva f1.00 rAA 4Vf00i0070 c.cnnnn
i t
t
Pf;,S0Hll`TJONv :AS FURNISHED: Lot 90, CELERY ESTATES NORTH, es recorded in Plat Book 71, Pogcs
3,9 (h•rc,.:gh 4,9, ri the PL;b/ic Records of Serninole County, Florida.
PLOT PLANL''Oh/CEhTIF'tF,D TO: l.ennUr Norrlex, Inc.
FFICE
LOT %f)
1
LOT 65/ LOT 68
60.00'
LOT A9
20.00'
LOT 90 I
4ANAI
PROPOSLD
ONE-STORY RESIDENCE
MOOF, WILUAMSBURG A
7 CAR GARAGE LEFT
K
LOT 91
1
oarvE I
I I
1 23.00' 21.00' I
10 U77ury
EASEMENT 1
s• wax (B.e.)N' 89N50' 10" F,
60.OU"
2' CU/ff<, PERMIT
ADONCIA TFAY DATE:
50 • RIW)
77UCT "F,"
VMVA'TE INGRFPiS da ECRESE)
283.50' PC)
PROPOSED SQUARE FOOTAGE CALCULATIONS M= i04
r'MSHfTl SPOT 6RADC ELEVATION
PfN DRAINAGE PttNJS
pwPOSE'0 DRAINAGE FLOW
20'
5.00 (SW TU CUP 3.928E s(xIARE FEET SIOE- 7.5'
ORNE * LUD WALKWAY 4611 SQUARE FEET 5lREF.7 SLOE= T7'
10'.' GRADING' TYPE °A"
11ROPO.dn r.r. PER PLANS 1ti.)5'
SIDEIYALK/ANPRMCN: 14 SOLARE PTFT PLOT PLAN ONLY•
1U1AL LOT SQUARE FOOTACE: 6,690* SQUARE FEET (NOT A SURVEY)
U'fl'l .;'A'Nr fEIVEP-S(°0.77' A.S S"U(Y , INC . .... IRAND SURV YUh'S
pn. - wWr n Ux 5400 E. : 010NIAL DR. ORLANDO, f L. 32507 (407)-277-d2,V FAX '407)-658 -1436
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VIEWED
ANFORD'
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01)
T1
I" X 2" VERTICAL @
PERIMETER (TYPICAL)
OPTIONAL KICKFLATE HEIGHT VAI I S
I E
POST SPACH',lC
04PEFERToTABLE-3
1" X 2" 08 PERIMETER
CHAIR RAIL GIRT)
DESIGNED USING TABLE
303 BY WIND ZONE
l
PICKPLATE RAIL GIRI)
DESIGNED USING TABLE
303 BY WIND ZONE
OPTIONAL K
POST/COLUMN I LIJ
SELECT PER TABLE 30
BY V4 N D ZONE C
m
z
f
HEIGHT VARIES __j --- I
u
m
C/)
CREEN'A1ALL ELEVATION (V',,'1THOUT GUARDRAIL NOT SUPPORTING ROOF)
Chapter 3 - SCREENED WALLS & BALCONIES
O O
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w
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ry
NOTE #1; USE 1/4"0 X 3" LONG LAGS INTO WOODHOSTAND '/a"O X 2'/4" LONG CONCRETE SCREWS
INTO CONCRETE OR MASONRY CONSTRUCTION (11,
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
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 EMBEDMENT ® 24" O.C. (REFER TO NOTE #1)
2" MINIMU
61JWDATION OR BALCONY
TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF)
of I
01 1
AAF Guide to Aluminum Construction: in High Wind Areas Page 3 - 4
Is
W
H
U
a (A
Z
Ld
U) O ww
Chapter 3 SCREENED WALLS & BALCONIES
1 X 2 OB ® PERIMETER
REFER TO NOTE #1 — THIS SHEET
1" X 1" GUARDRAIL PICKETS
1" X 1" X 1 /16" ANGLES 2" LONG WITH2—#8 X 1/2 LONG S-WiS. AT EACH LEG
TYPICAL EACH SIDE, "TOP & BOTTOM)
v d Q
HOST. STRUCTURE ° °a ° NOTE #1: USE A"0 X 3" LONG LAGSELEMENTS'a . r d ° INTO WOOD HOST AND 9"0' X 214"
LONG CONCRETE SCREWS INTOv •d '.
d
v ° d. .a CONCRETE OR MASONRYddCONSTRUCTION (1" EMBEDMENT
d ° 4 , TYPICAL)/ SPACING 24" 0.C. AND
a WITHIN 4" OF EACH PERPENDICULARCONNECTIONWITHEXPOSEDFASTENERSMEMBER
r
Y a
1 X 2 OB ® PERIMETER _
REFER TO NOTE #1 — THIS SHEET
2— # 10 S.M.S. FROM INSIDE FACE OF 1X2OBINTOSCREWSPLINESOF1X2OB (1" EMBEDMENT MINIMUM.)
1" ,X 1" GUARbRAIL PICKETS
REFER TO NOTE: #1 — THIS SHEET
1" X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/ 2
EACH #10 S.M.S. 1" EMBEDMENT
v n d
HOST -STRUCTURE
ELEMENTS c NOTE #2: IN SCREEN WALLS WITHOUTac ° °• GUARDRAILS, PICKETS NOT. PRESENT.
4 n ALL OTHER ATTRIBUTES OF DETAILS
d
d APPLY.
v d <
Q
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS C3
AAF Guide to Aluminum Construction in High Wind Areas
Chapter 3 - SCREENED WALLS & BALCONIES
F
1 X 2 OB ®PERIMETER FASTEN PER NOTE #1
1" X 1" X 1/16" ANGLES 2" LONG WITH 2— #8 X 1/2"
Z LONG S.M.S. AT EACH LEG (TYPICAL TOP & BOTTOM) w
2" X 2" SELF —MATING HORIZONTAL (GIRT)
wI (TYPICALLY HOLLOW SECTION W/O GUARDRAIL)
I
I
I
U
cc
V I 1" X 1" GUARDRAIL PICKETS o2r--------- FASTENED TOP AND BOTTOM W/ 2
o II II
EACH #10 S.M.S. 1" EMBEDMENT
I I II
CONNECTION W/ EXPOSED. FASTENERS
Z
W
w
w
w
0'
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D
V)
U)
O
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)
II II
I
I I
CONNECTION W/ CONCEALED FASTENERS
PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 C
NOTE #2: IN SCREEN WALLS
WITHOUT GUARDRAILS,
PICKETS NOT PRESENT. ALL
OTHER ATTRIBUTES OF
DETAILS APPLY,
1" X 1" GUARDRAIL PICKETS
ECTIONS
0
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. AT EACH LEG. HOLLOW UPRIGHT
TYPICAL EACH SIDE, TOP & BOTTOM) 2" X 2" SELF —MATING
HORIZONTAL (GIRT)
TYPICALLY HOLLOW SECTION
W/O GUARDRAIL)
I II it1" X 1" GUARDRAIL PICKETS
II I FASTENED TOP AND BOTTOM W/ II II
10 S.M.S. 1" EMBEDMENT II III (
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
DETA LS 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)
a
I IIII
1" X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/ II I #
10 S.M.S. 1" EMBEDMENT I I I I y
I
CONNECTION W/ CONCEALED FASTENERS I
PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS C5 '
3
AAF Guide to Aluminum Construction in Wind Areas Page 3 - 8I ,
Chapter 3 - SCREENED WALLS & BALCONIES
HOST STRUCTURE
LEV,ENT.S
J I
LY
1
1" X 1" X 1/16" ANGLES 2" LONG WITHU2-#8 X 1/2" LONG S.M.S. AT EACH LEGt' s TYPICAL EACH SIDE, TOP & BOTTOM)
Ln Z
F- tj
OLu
T L'j
REFER TO NOTE #1 - THIS SHEET
1 X 2 OB ® PERIMETER
CONNECTION WITH EXPOSED FASTENERS
HOST STRUCTURE
LEMENTS
NOTE #1: USE VO X 3' LONG LAGS
INTO WOOD HOST AND CVO X 29" LONG CONCRETE SCREWS INTO
CONCRETE OR MASONRY
CONSTRUCTION (1" EMBEDMENT
TYPICAL)/ SPACING 24" O.C. AND
WITHIN 4" OF EACH PERPENDICULARMEMBER
Li
J
REFER TO NOTE #1 - THIS SHEET
V) Z 2- # 10 S.M.S. FROM INSIDE FACE OF 1X2OBINTOSCREWSPLINESOF1X2
J OB (1" EMBEDMENT MINIMUM.)
ii SLi
REFER TO NOTE #1 - THIS SHEET
1 X 2 OB ® PERIMETER
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS C6 i
a
3 I
i
I
o AAF Guide to Aluminum Construction in High Wind Areas Page 3 - 9
i
Chapter 3 - SCREENED WALLS & BALCONIES
I a
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 J4"0 X 3" SELECT COLUMN AND POST END LONG LAGS INTO WOOD HOST AND X"0 XFASTENINGCONDITIONPERTABLE234" LONG CONCRETE SCREWS INTO302 / 304 BY WIND ZONE CONCRETE OR MASONRY CONSTRUCTION1" EMBEDMENT TYPICAL)/ SPACING 24"
O.C. AND WITHIN 8" OF EACH SIDE OFEACHPOST
Dr1QT CAm Tr. t 1r — - - --- —
PARTIAL ELEVATION @ SCREEN FACE)
NOTE: IN SCREEN WALLS WITHOUT
GUARDRAILS, PICKETS NOT PRESENT. ALLOTHERATTRIBUTESOFDETAILSAPPLY
X 1 " GUARDRAI
PICKETS Ir
SELECT GOUMN AND POSTtpp I
FASTENING ,CONDITION PER TABLE: 2" X 2" X 1/8 "I (ANGLE EACH SIDE302 / 304 BY WIND ZpfilE W/ 2 EACH # 41 ISIM.S.
I II I
SCREEN----i—j
Jr I! /8"0 CONCRETE (ANCHOR W/2" MIN. a`
2 EACH410 SMS X 1-1/ro -EMBEDMENT (FOR I CQAD CONDITION 1)
LONE INTO SOLE PLATE..:
r, I X2 KS LE PLATE
yY I
2500 `PSI° a <
CONCRETE
1/4" DPA: X 2-1/^4" LONG APPROVED CONCRETEANCHORS•'.® 24",O.C. AW 44THIN 9" OF'
CONNECTING'MEMBERS (1".,EMBEDMENT44'TIC&Q J d
POST TO FOUNr)ATIr)M II=ec-rMK11w1r1 \
AAF Guide to Aluminum Construction in.High Wind Areas Page 3 -10
1
Chapter 3 - SCREENED WALLS & BALCONIES
ALLOWABLE SPANS for Secondary Members In ScreenWITHOUTGUARDRAIL) Walls
Girts in Screen Walls)
Maximum Vertical_ SDacin 7 ft o.c.) FOR 100 MPH Wind Zone
Unit Load = 10 Ibs/s ft Table 303a
I_--- — Load W idth / S acin ---g- __..__..._._._.
Extrusion 4' 0 4 6
2X2X.045 Hollow 9'-3" 8'-8"
5'-0" 5'-6" 6' 6„ T „- -- i
r._._ 2X3X045 Hollow 1 V-4" 10'-8"
8'-3" T-10" T-6" 7'-3" 6' 11"
2X4X0.045 Hollow 13' 10" 13'-1"
g'_g"
12'-5" 11'-10"
Girts in Screen Walls)
11'-4" 1 10' 10"
Maximum Vert cing 7 ft o.c.)
FOR 110 MPH Wind Zone Table 303b
Unit Load = 11 Ibs/s9ft_ Load Width / S- IExtrusion4'-6"
2X2X.045 Hollow 8' 7"
5.0 5, 6 6, 0, 6'-6" 7'-0". 1i-
2X3X045 Hollow 11'-3" 10'-7"
6' „ g 6 6"
I— 2<4X0:04'5: Mollow 14'-4" 13'-6"
10'-0"
12'-10" 12'-3"
8' 10„ 8 6
11'-3" 10' 10"i
Girts in Screen Walls)
Maximum icn 7 ft o.c.
FOR 120 MPH Wind Zone Table 303c
L_(-- - ----Vertical_S- ) Unit Load = 14 Ibs/s ft
Load Width / S acin —--
Extrusion 4'-0" 4'-6"
ZXZX.045 Hollow 7'_g
5'-0" 5'-6" 6'_0" 6_6„
j
7'-0"
7'-2"
x x n45 Hollow 97-11" 97-4"
6'-10" 6'-6" 6'-3"
8'-11" 8'-6" 8'-1" T-10" T_6" j
w , 12'-8" 11-11" 11'-4" 10'-10" 10'-4" 9'
Girts i. Screen Walls)
Maximum Vertical Spacin 7 ft o.c.) FOR 130 MPH Wind Zone Table 303d
Unit Load = 16 gLoadWidth / S acin
Extrusion 4'-0"
2X2X.045 Hollow
5'-0" 5' 6„ 6' 0„ 6 6 7 -0T-2" 6'-9"
2X3X045 Hollow 9'-4"
6'-5" 6'-1" 5' 10" 5'_7" 5' S„ 8'-9"
2X4X0.045 Hollow 11'-10" 11'-2"
8'-4" T-11" 7'-T'
10'-7"
7,„
10'-1" 9'-8" g' 4° g _
Girts in Screen Walls) FOR 140 MPH Wind Zone Table 303eMaximumVerticalSpacing7fto.c.) Unit Load = 18 Ibs/sgft
Extrusion
2X2X045 Hol ow
F 2X3X045 Hollow
2X4X0.045 Hollow
wQu
4'-0"
6'-9"
8'-9"
1 V-2"
w IUU I / J
4'-6"
6' 4"
8'-3"
10'-7"
aCln
5'-0"
6'-0"
T-10"
10'-0"
j
5'-6" 6'-0" 6'-6" T_0'
5'-g^
T-6"
3, 5, 1„
T-2" 6'-11"
9'-7" 9'-2" 8'-9" 8'-6"
Girts in Screen Walls) FOR 150 MPH Wind Zone Table 303fLMaximumVerticcing7fto.c. Unit Load = 21 Ibs/s ft Load
Width / S acin Extrusi
n 04 -0 4 -6" 5'-0" 2X2X045
Hollow 6'-3" S'-10" 2X3X045
Hollow 1 8'-1" T-8" T-3" 2X4X0.
045 Hollow 10'-4" E
5'-
6" 6'-0" 6' 6" T-0' 4,_
8„ 6'-
11" 6'-8" 8'-
10' r 8'-6" 6'-
4° 8'-
2" 6'-
2" 1 7'-
10" 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 - SCREENEaWALLS & BALCONIES
ALLOWABLE SPANS for POSTS in SCREEN WALLS Not Supporting Roofs or Guardrails Table 304aMaximumGirtSpacing = 7 ft o.c.) FOR 100 MPH Wind Zone
i
f
Extrusion
2X2X045" Hollow
2X2X.045" Self -Malin Snap8'-4"
4'-0"
T-4"
4'-6"
U-11"
T-10"
Iit U0
Post Sp
5'-0"
6'-7"
T-6"
ucsiyn
acin /Load
5'-6"
6'-3"
T-1"
Pressure
Width
6'-0"
6'-0"
6'-10"
iu iDs/sgft
6'-6" T-0"
Exposure B
T-6" 8 _p
5'-9"
6'-7"
5'-7"
6'-4"
6'-6"
5'-5"
6'-1"
6'-3"
5'-3"
51111
r 6'-1" 3X2X045 Hollow '
2X3X045" Hollow
2X3X.045" Self -Mating Snap
2X4X050" Hollow
r
8'-7"
9'-7"
10'-11"
12-3"
8'-1"
9'-1"
10'-4"
11-7"
T-8"
8'-7"
91-9"
10-11 " 1
7'-4"
8'-2"
9-4"
10'-5'
6'-11"
7'-10"
81-11"
10-0"
6'-9"
7-6"
8=7"
9-7"
7-3" 7'-0"
8-3"
9-3"
7-11" 7-9"
8 -11 " 8-8" 2X4X.045" Self-Matin Snap 13'-5" 12-8" 12-0" 11-5" 10-11 " 10-6" 10=2" 9'-10" 9'-6
1_ 2X4 Self -Malin Beam 15=3" 144" 13-7" 12-11" 12-5" 11'-11" 11-6" 11'-1' 10-9" i 2X5 Self -Malin Beam 18'-2" 17-2" 16-3" 15=6" 14'-10" 14-3" 13-9" 13-3" 12'-10" 2X6 Self-Matin Beam 21-9" 20-6" 19=5" 18-6" 1T'-9" 17-1" 1 16-5"
ALLOWABLE SPANS for POSTS in SCREEN WALLS Not Supporting Roofs or Guardrails. Table 304bj (Maximum Girt Spacing = 7 ft o..c.) FOR 110 MPH Wind Zone i
Unit Load = Design Pressure = 11 Ibs/sgft Exposure B
Post S acin /Load Width
Extrusion
2X2X045" Hollow
2X2X045" Self -Malin Sna
3X2X045 Hollow *
2X3X045" Hollow
2X3X045" Self -Mahn Snap__
2'XX050" Hollow
2X4X045" Self -Malin Snap
2X4 Self -Malin Beam
2X5 Self -Malin Beam
2X6 Self-Matin Beam
4'-0"
T-0"
7'-11"
8'-2"
9'-2"
11-8"
12-10"
14-6'
174"
20-9"
4'-6"
6'-T'
T-6"
T-8"
8'-8"
9-10"
12'-1"
13-8"
16-4"
19-7"
5'-0"
6'-3"
7'-1"
T-4"
8'-2"
94"
11-5"
12-11"
15-6"
18-6"
5'-6"
5'-11-
6'-9"
6'-11"
T-10"
8'-11"
10-11"
12-5"
14-9"
17-8"
6'-0"
5'-9"
6'-6"
6'-8"
7-6"
8-6"
10-5"
11-10'
14-2'
1 161-11 "
6'-6"'--7"
5'-6"
6'-3"
6'-5"
7-2"
8- 2"
9-2-
101-1"
11-5"
13-7"
16-3"
0;;? 7'-6" 8'-0"
5'-4"
6'-0"
6'-2"
6-11"
5'-2" 4'-11"
S-10" 5'-T'
51-11" 5-9"
61-8" 6-6"
7-11" 7-7" 7'-5"
778"-10''r
91-8"
101-11"
8-6" 8-,3'
94" 9-1"
10-7"
13-1 " j 12-8" 12-3'
15-8" 15'-2" 14'-8'
ALLOWABLE SPANS for POSTS in SCREEN WALLS Not Supporting Roofs or Guardrails Table 304cMaximumGirtSpacing = 7 ft o.c.) FOR 120 MPH Wind Zone
Unit Load = Design Pressure = 14 Ibs/_sgft Exposure B
Post S acin /Load Width
Extrusion
Hollow
2X2X045" Self -Malin Sna
Hollow '
Hollow
2X3X045" Self -Malin Snap
2X4X050" Hollow
2X4X.045" Self -Malin Snap
2X4 Self-Matin Beam
2X5 Self -Mating Beam
2X6 Self -Mating Beam
4'-0"
6'-3"
7'-1"
T-3"
8'-1"
9'-3"
104'
11-4"
12-10"
154"
18-4"
4'-6"
5'-10"
6'-8"6'-4"
6'-10"
7'-8"
8-9"
9-9"
101-8"
12-2"
14-6"
17=4"
5'-0"
5'-T'
6'-6"
7-3"
8-3"
9-3"
10 -2"
11-6"
13-9"
16=5"
5'-6"
5'-4"
6'-0"
6'-2"
6-11"
7-11"
8'-10"
91-8"
10-11"
13-1"
15-8"
6-8
7-7"
8-6"
9-3"
10-6"
12-6"
15-0"
W
64"
7-3"
8-2"
8-11 "
101-1"
12-1 "
1 14-5"
7'-0" 7'-6" 8'-0"2X2X045"
4'-8" 4'-T' 4'-5"
5-4"3X2X045
5-6" 5-3"2X3X045"
6-11"
7-10"
8-7"
5'-9'
6-9" 16-6"
7-7"
8-3"
7'-4"
8'.0"
91-9" 9-5" 9'-1'
11-7" 11-3" 10-10'
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 usingPostEndFasteningDetailC2, and a minimum 2X4 Post
AAF Guide to Aluminum Construction in High Wind Areas Page 3 -16