HomeMy WebLinkAbout108 Adoncia Way - 08-2567 (2008) screen insert rear lanaiCITY OF SANFORD PERMIT, APPLICATION
v
Application #: Submittal Date:`
u- r,cl—rJobAddress: 0 Value of Work: $ t rw-
Parcel ID: Zoning: Historic District:
SEP0 U L 008
Description of Work: 6fi Reco- Lc.N l 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` Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories: -A— # of Dwelling Units: Flood Zone: (FEMA form required)
fiJ •............................ Property Owner: Contractor: O.X um 10
Address: Address:
Phone: E-mail: Phone: State License Number:
Bonding Company:
Address:
Architect/Engineer:
Mortgage Lender:
Address:
Phone:
Address: /
34-1
Fax: _
Plan Review Contact Person-. 0"UtZ Phone: Q ( IJ ax: q01 Zy 1 6346E -mail: V&IDcTOV b , s
i s
Application is hereby made to obtain a permit to do the work and`kinstallations as indicated. 1 certify that no work or installation has commenced prior to the
C1 ,
issuance of a permit 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 TOYOUR 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 ofpermit is verification that I will notify the owner ofthe rty of th equi ments of Florida Lien Law, FS 713.
0U
Signature of Owner/Agent Date Sig urre ofContractor/ nt /
x
Date '
Print Owner/Agent's Name Print Contractor/ ent's Name„„
1v .
Signature of Notary -State of Florida Date Signature ofNotary -State of
FloridaY0_
a 1
e¢Y Notary Public, Stea of lodda
Z Kania rvlssCey
41y Cr;amission I)Do 40969aotid1: tOri1'IF41 010
Owner/Agent is _ Personally Known to Me or
Produced ID
APPROVALS: ZONING: `,' mUATIL: FD:
Special Conditions:
Rev 07.07
Contractor/Agent is
Produced ID
Known to Me or
ENG: BLDG: v
POWER OF ATTORNEY
I hereby name and appoint,
ofLISMJM11VL)M
Name)
to be my awful attorney in fact
Company or Busa:ness
to act for me and apply to the County Building Dept. Ln/( -6
for a permit for work to be perf rmed-
Type
at a location described as Section TownshiRange
lot Block Subdi is.'on
Addr s of Job
r
Aklogy
Owner of -Property and.Address-
and to sign my name and do all things necessary to this
appointment.
C.J.S. Alwninum, Inc.
Typh ? Prim name a0 Licensor number of Conan
Signature of icens'ed tractor
Acknowledge:
STATE .OF FLORIDA
COUNTY QF ORANGE
The foregoing instrument was acknowledged efor me this
day of r by
as of &.Aho:
is personally know to me
produced as
identification, and whoa
did
did not
take an oath..
Notary Public
o pL Notary Public State of Florida
Kerrie Massey
s c h. My Commission 00554696
3F s5epires i)'.il18/2010
1
DESCRIPTION AS FURNISHED: Lot 98, CELERY ESTATES NORTH, as recorded in Plat Book 71, Pages
38 through 45, of the Public Records of Seminole' County, Florida.
PLOT PLAN FOR/CERTIFIED TO: Lennor Homes, inc.
LOT 126 LOT 125 LOT 124
N 89°50' 10" E 5
60.00'
I
I 20,00' 20.00•
1 LOT 98
I I
10.00'
24.7 I
i LANAI
10.00'
15.3
I
W I I
i I w
LOT 97 O - I W - LOT 99
to O PROPOSED I y 1ONE-STORY RESIDENCE FjOvIMODELWILLIAISBURGCN
2 CAR GARAGE LEFT
o e O
lJ CnilJ
I
I I
i , . lobo
i ^ ENTRYcl .
O.00 , • I
I
DRNE
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I
125.00' 25.00'
10' UTILITY
105.50' i EASEMENT v. .
5' wauc (B.B.)N 83°50' 10" E
1i•", 60.00' OFFI
2' CURB
ADONCIA XA Y
50' R/W)
TRACT 'E"
PRIVATE INGRESS & EGRESS)
11/PROPOSED BUILTNNGSETTTACKSUAREFOOTAGECALCULATIONS
FROM-.
0' FiNISHEQ,SPOT GRADE ELEVATION REAR' 20"
PER DRAINAGE PLANS. SOD lSOD TO CURB: 3,828t SQUARE FEET SIDE` 7.5
T%_ -PROPOSED DRAINAGE FLOW 461± SQUARE FEET STREET SIDE- 15'
LOT GRADING TYPE A' SIDEWALK APPROACH: 414± SQUARE FEET *PLOT PLAN ONLY* PROPOSED F.F. PER PLANS - 15.80' '
TOTAL LOT SQUARE FOOTAGE: 6,800± SQUARE FEET (NOT ASURVEY
CRUSENMEYER—SCOTT do ASSOC., INC. — LAND SURVEYORS
ur _ U _
P •PUT PCL. . Pw a La[ 5400 E. COLONIAL DR. ORLANDO, FL 32807 (407)-277-3232 FAX (407)-658-1436
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PAA : / T W eCOD w CN.C. CAULCATED J. DYS 5T1RV7:YY WAS PRtPARED' IRON mlE RdT1RW11RN1 FUM/SHED TD THF SIMWYM. DOT NAY BE OTHM RESIRICOOHSPAC . PDMT m' C98ENGTp1T PAM PCRIINFILI R6WOCE lOMAMR OR FAShcEMS 7MT AFIEOF X PAOPfRTY. rF. v FD11Rk71 nim CLEVATMNM`am •c, . IDp_0111f SETNCK LDEADUH9IANOIppERGR01R/0' INPBOKM m wvr BEEN. LOCATED VwM ODHE WN SHOAR.
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9. OERfIFFiC1TE Oi AUIFORRATON .. 4795.
C/r • CQLXETE SIDEK rSC4LE - f' 20'--T ORANN 8h.
WPOWOF CTI.R N9. CEHTIFlED BY:
VPLAN
IS -10-07 SS93-O]
D • DO.TA
GA - 0 WAMG NORTH
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THIS 8ULOMC/PR0PERIY DOES, NO7 UE WTININ
THE 'ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'M' TM X GRUSONEYER, R. _ : 4
ZONE 1T' PANEL 1120289 0065 E (04-17-95) "93 W. SCOTT, RLS fJOSEPHE. M Tr, R -L , if / 6573
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Chapter 3 - SCREENED WALLS & BALCONIES
w
NOTE #1: USE '/a"O X' 3" LONG LAGS INTO WOOD
OST AND 1/a"0 X 2'/" LONG CONCRETE SCREWS
INTO CONCRETE OR MASONRY CONSTRUCTION (1
EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND
WITHIN 4" OF EACH PERPENDICULAR MEMBER
m 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 0 EMBEDMENT ® 24" O.C. (REFER TO NOTE #1)
2" MINIMU
F(U4IDATION OR BALCONY
TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF)
M
AAF Guide to Aluminum Construction. in High Wind Areas Page 3 - 4
4
Chapter 3 - SCREENED WALLS & BALCONIES
Y
1' X 2 OB ® PERIMETER
REFER TO NOTE #1 - THIS SHEET
Li
1" X 1" GUARDRAIL PICKETS
U
Vj z ( 1" X 1 X 1/16" ANGLES 2" LONG WITH
w 2-#8 X 1/2" LONG S.W;S. "AT EACH LEGV) w TYPICAL EACH SIDE, 'TOP & BOTTOM)
w
I v ° 4
HOST. STRUCTUREv °4 ° NOTE' #1: USE 34"0 x 3" LONG LAGS
ELEMEN•TSa INTO WOOD HOST AND ',4"0' X 2V
LONG CONCRETE SCREWS INTO
4 Q' ° ° CONCRETE OR MASONRY
4 CONSTRUCTION (1" EMBEDMENT
v ICAL)/ SPACING 24" O:C. AND
a THIN 4" OF EACH PERPENDICULAR
CONNECTION WITH EXPOSED FASTENERS MEMBER
1 X 2 OB ® PERIMETER
REFER TO NOTE #1 - THIS SHEET
2- # 10 S.M.S. FROM INSIDE FACE OF.1
7 X 2 OB INTO SCREW SPLINES OF 1 X 2
OB (1" EMBEDMENT MINIMUM.) Cry .
Vim.
if` 1" X 1" GUARDRAIL PICKETS
Ln
i REFER TO NOTE #1 - THIS, SHEET
Y 1" X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/ 2
EACH #10 S.M.S. 1" EMBEDMENT
v ° 4
HOST -STRUCTURE
LEMEN,TS a • ' NOTE #2: IN SCREEN WALLS WITHOUT
v GUARDRAILS, PICKETS NOT. PRESENT.'
ALL OTHER ATTRIBUTES Or DETAILS
a a a ° APPLY.
v d
A
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS1 1X2 TO 1X2 CONNECTIONS C3
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
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)
LLJz
I
2" X 2" SELF—MATING HORIZONTAL (GIRT) w (TYPICALLY HOLLOW SECTION W/0 GUARDRAIL)
w I 4
LdLL I
V
UI
F-11 ° 1" X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/ 2
11
EACH #10 S.M.S. 1" EMBEDMENT
I II II
II
CONNECTION W/ EXPOSED FASTENERS
1 X 2 OB 0 PERIMETER FASTEN PER NOTE #1
1 4— # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO
SCREW SPLINES OF 2 X 2 (1" 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.
II II ,
1" X 1" GUARDRAIL PICKETS
I I
11
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
H
A
i
Chapter 3 SCREENED WALLS & BALCONIES
I
i a
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)
a
i <
1" X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/
10 S.M.S. 1" EMBEDMENT
I I
4-7/8" O.C.
OTE: SCREEN WALLS
CONNECTION W/ EXPOSED FASTENERS WITH OU GUARDRAILS,
PI SNOT PRESENT. ALL
THER ATTRIBUTES OF
2- # 10 S.M.S. FROM INSIDE FACE OF DETAILS 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 II 1" X 1" GUARDRAIL PICKETS
iI FASTENED TOP AND BOTTOM W/
10 S.M.S. 1" EMBEDMENT I I
I I
CONNECTION W/CONCEALED FASTENERS
PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS C5
3
AAF Guide to Aluminum Construction in,High Wind Areas Page 3 - 8 y
Chapter 3 - SCREENED WALLS & BALCONIES
HOST STRUCTURE
MLEf: TS
uJ
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) V;
Lu
J
T LLJ
REFER TO NOTE #1 — THIS SHEET I
r OB ®PER
T
NOTE #1: USE 34"0 X 3" LONG LAGS
HOST . IRU CTU R E INTO WOOD HOST AND %"0 X 2'V
EL-EMENTS LONG CONCRETE SCREWS INTO
CONCRETE OR MASONRY
CONSTRUCTION 0" EMBEDMENT
TYPICAL)/ SPACING 24" O.C. AND I
WITHIN 4" OF EACH PERPENDICULAR
MEMBER
Lij T- REFER TO NOTE #1 — THIS SHEETU
Cr (
11)
U) Z 2— # 10 S.M.S. FROM INSIDE FACE OF 1wX2OBINTOSCREWSPLINESOF1X2
O OB (1" EMBEDMENT MINIMUM.)
2 LJ
REFER TO NOTE #1 — THIS SHEET
1 X 2 OB 0 PERIMETER
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS C6
3
AAF Guide to Aluminum Construction in High Wind Areas Page 3 - 9
Chapter 3 - SCREENED WALLS & BALCONIES
IFGT>1f2'E E'
X 2" X 1/8" ANGLE EACH SIDE
W/ 2 EACH #14 S.M.S.
NOTE #1: TYPICAL PERIMETER 1X2
FASTENING TO HOST — USE '/A" 0, 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
0" 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
1" X 1 " GUARDR , I
PICKETS. I r !
SELECT COLUMN AND POST Eili6; FASTENING CONDITION PER TAB 2" X 2" X 1/E.MANGLE EACH SIDE302 ,,/ !304 BY WIND ZpKIE W/ 2 EACH # .4I ISIM.S.
II
li
SCREEN
8" 0 CONCRETE !ANCHOR W/2" MIN.
2 EACH{EMBEDMENT (FOR i, CHAD CONDITION 1) 10 SMS X 1-1/ ! I ;
LONA INTO SOLE PLATE;
cS LE PLATEI1X2
250PSI°0
CONCRETE `°
1/4" DPA: X 2-1/^4"<IONG APPROVED CONCRETEANCHORS® 24" aO.C. AND *THIN 9" OF .
CONNECTING` MEMBERS 0".f:M.BEDMENT-TYPIC&L)
r
Q.
POST TO FOUNDATION FASTENING C7
MARTIAL ELEVATION @ SCREEN FACE) 3
AAF Guide to Aluminum Construction in,High Wind Areas Page 3 -10
K
Chapter 3 - SCREENE.n WALLS & BALCONIES
ALLOWABLE SPANS for Secondary Members In Screen WallsWITHOUTGUARDRAIL)
Girts in Screen Walls) FOR 100 MPH Wind Zone Table 303aMaximumVerticalSpacing7fto.c.) Unit Load - 10 lbs/s ft
Load Width / S acin - --- -
Extrusion 4'-0" 4'-6" 5'-0"0„ " - 0" - I- 2X2X.045 Hollow
T-
6" -
11
9'-3" 8'-8" 8'-3" T-10" 7'-6 T-3" 6-11" 2X3X045 Hollow 11' 4 10'-8" 10' 1" 9'-8" 9' 3" I_8' 11" g'_7
i2X4X0.045 Hollow 13' 10" 13'-1" 12' 5" "
Girts in Screen Walls)
10'61---6
FOR 110 MPH Wind Zone Table 303bMaximumVerticalSacin7fto.c. Unit Load = 11 lbs/sq ftLoadWidth
Extrusion 4'-0"., 4'-6" 5'-0" 5' 6" 6'-0" 6'-6" T-0" -I2X2X.045 Hollow 8'-7" 4" T-0.. 2X3--- X3045Hollow11' 3"
6'-g" 6'-6"
10'-7" 10'-0" 9'-7" 9'-2" 8'-10" 8'-6^ 2X4X0.045 Hollow 14'-4" 13' 6" 12'-10" 12' 11' 3" 10' 10"
Girts in Screen Walls) ,
o.c.)
FOR 120 MPH Wind Zone Table 303cMaximumVerticalSacin7fto.c. Unit Load = 14 lbs/s ft
Load Width--- - iExtrusion4'-0" 4'-6" S-0" 5'-6„ 2X2X.045 Hollow7'-2" 6'-10" 9-
0" „
6'-6" 6'-3" 5'-11" 2X3X045 Hollow 9'-11" 5 9 - 9'-4" 8'-11" 8'-6" _ 8'-1" T-10". T-6" 2X4X0.045 Hollow 12'-8"4" 9'-11"
Girts in Screen Walls) FOR 130 MPH Wind Zone Table 303dMaximumVerticing7fto.c.) Unit Load
Load Width- iExtrusion4'-0"4'-6" 5,
2X2X045 Hollow T_2° T 0"
6'-1" 5'_1.0" 5' 7.. 2X3X.045 Hollow 9'4" 8'-9" 8'-4" T-11" T-7" 7' 4" T-0" 2X4X0.045 Hollow 11'-10" 7 11'-2" 10'-7" 9'-4" 8'-11"
Girts in Screen Walls) FOR 140 MPH Wind Zone Table 303eMaximumVerticalSpacinq7fto.c.) Unit Load = 18 lbs/soft
Load Width / S acin
Extrusion 4'-0" 4'-6"7'-0" I2X2X045Hollow6'-9" 6'-4" 6'-0" 5'-9" 5'-6" 5'-3., 5, 1,- -{ 2X3X.04 -Hollow 8'-9" 8'-3" 7'-10" T-6" T-2" , 6' 11" 2X4X0.045 Hollow 11'-2" _ 6-8
0" 9'-7"
Girts in Screen Walls) FOR 150 MPH Wind Zone Table 303fMaximumVerticing7fto.c. Unit Load = 21 lbs/sgft _
Load Width / S --
Extrusion 4'-0 4'-6" 5'-0" - -----i5'-6" 6, 0„ 6, 6„ 7 -0„ 2X2X045 Hollow 6' 3" 5'. 10" 5'-7" 5'-4" 5'-1 4' 11" 4,_8„ 2X3X045 Hollow 8'-1" T-8" 7'-3" 6'-11" 6-8" 6-4" . 6' 22X_ 4X0.045 Hollow 10'-4" 9'-3" 8'-10" 8'-6"
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 Page 3 -15
i
Chapter3 - SCREEN EP). -WALLS & BALCONIES
3
ALLOWABLE SPANS for POSTS in SCREEN WALLS NotMaximumGirtSpacing - 7 ft o, c. Supporting Roofs or Guardrails Table 304a
l FOR.100 MPH Wind Zone
1-- Unit Load = Design Pressure = 10 lbs/sgft_ Exposure B
Extrusion Post p _ S acin / Load Width. idth4'-0"
2X2X045" Hollow T-4"
4'-6" 4'-6" 5'-0" 5'-6" 6 -0" . 6'-6" T 0" 7'-6"
2X2X.045" Self -Matin —Snap5' 8' 4"
8'-11.,
7'-10"
6._7„ 6_3„ 6'-0"
T-6" T-1° 6'
5'-9" 5'-7"
7------j
S" 5'-3 _
3X2X045 Hollow ` 8_7 8.1.,,-
10,, 6'-7" 6 -4" 6'-1" T 5 -11 I
2X3X045" Hollow 9'-7" g1-111,
T-8" 7,„ 6,_.1.1"
8'-7" 8'-2"
6!-9" 6'-6'' 6'-3" 6 1
2X3X.045" Self -Matin Snap10'-11" 101,4„
T-10" 7-6" 7-3" 7'-0" 6`=9"
f -- 2X4X050" Hollow 12-3" 11=7"
9-9, 9=4" 8-11" 8=T" 8-3"
9'-3
7=11" 7=9" '
2X4X.045"Self-Matin Sna 13'-5" 12-8"
10-11 I 10-5" 10-0" 9'-7", 8_8" j
2X4 Self -Matin Beam 15-3" 14 4*
12=0" 11-5" 10-11"
13-7' "
10-6" 90'2"_ 9-10"
2X5 `Self -Matin Beam 18 -2 17.2
1211 12=5"
16-3
11!-11". ! 11-6" 11-1.` 0-9"
2X6 Self -Matin Beam 21-9" 20'-6"
151-6-, 14.10"
19':5'
14':3" 13-9" 13-3" 12'-10"
SPANS-
18':6" 1T-9" 17-1" 16'-5" 15'-11" 95'-4"
jALLOWABLE for POSTS in SCREEN WALLS Not Su Pp°sting Roofs or GuardrailsMaximumGirtSpacing - 7 ft o. C.) Table 304b
FOR 110 MPH Wind Zone
Unit Load = Design Pressure = 11 lbs/sgft Exposure B
Extrusion Post S acin ' /Load V1/, idth
4'-0"
2X2X045" Hollow T.0"
4'-6"
6-T, 0
Self-Matinq Snap 7'-11" T-6"
5'-116'-3"' 5'4" 5-2X2X045"
48'-'--
1"
i2
oll
T -1U-9" 6-6, 6'-3" 6'-0"3X2X04How 5-10" 5,-
71'
2X3X045" Hollow 9'_2"
T-8" 7'-4" 6'-11 6'-5" 6'-2" 5-11" 5'-9"
X3X045',Self-Matin Sna 10'-5'
8'-8"
91-10"
8'-2" T-10" 7'-6"
94"
7-2". 6-11" 6-8" 6-6'
2X4X 050" Hollow . " 11-8 11-0 "
8'41" 8-6" 8-2"
9'-2
7-11" 7-7" 7-5"
2X4X045" Self -Matin Sna 12'-10" 12'-1"
10-57 9 -11 9 -7 8 -10"8'-3'
2X4 Self -Matin Beam 14'-6' 13'-8"
11'-5" 10'-11'' 10=5"
12-11 "
10-1" 9-8" 9-4" 9-1"
2X5 Self -Matin 'Beam 174" 164`
12-5' 11-10"
15-6"
11-5" 10-11 " 10-7" 10-3"
2X6 Self -Matin Beam, 20'-9" 19'-7"
14-9" 14=2"
18-6"
13'-7" 13'-1",
j5_68
12'-8' 12'-3` 1 17-8" 16':11 " 16-3" 15'-2" 14'8' , f ALLOWABLE SPANS for POSTS in SCREEN WALLS Not Supporting Roofs Guardrails lMaximumGirtSpacing = 7 ft o.c.) or Table 304c- I
IiFOR120MPHWindZonei
Unit Load = Design Pressure = 14 lbs/sgft Exposure B
Extrusion , Post Spacin /Load Width i
4.'-0
2X2X045" Hollow___F_3-_5'-18'-0"
4'-6"
0,
51 -01, 5'-6" 6'-0" 6'-6" 7'-0" 7'-6"
2X2 X045" Self -Matin Snap7'-1" 6'=8"
5'-T' S'-4" 5'-1'' 4'-11" 4'-8" 4'-7" 4'-5"
3X2X.045 Hollow * T-3' 6'-10"
6'-4" 6-0" 5-9" 5-6" . 5-4' .. 5-2" 4'-11"
2X3X045" Hollow 8'=1" 7=8"
6'-6" 5-11-" 5'-8' 5-6" 5-3" 5-1"
2X3X 045" Self -Matin Snap 9'-3" 81-9'
7-3" 6'-11. 6-8" 64 6-2" 5-11" 5-9" .
2X4X050" Hollow 10='4" 9'-9"
8-3' 7'41" 7-7' 7'-3" 6-11'6'-9" 6-6,
2X4X.045' Self -Matin Snap11-4 10-8'
9-3" 8-10" 8-6"
10-2
8-2":'" 7-10" 7-7" 74" E
2X4 Self -Matin Beam 12'-10" 12-2"
9-8 9-3"
11-6" 101-11*"10'-6'
r
8.11 8-7
1 -
8'.3' 8-0- d
2X5 Self-MatinBeam 15T-4" i 14-6"
10 1 9-9 9-5 "
13.1 " 12-6" 12=1 " 2X6.Self-Matin Beam 184" 17'-4"
11-7' 11-3" 10'-10'•
16-5" . 151-8" 15-0" 14'-5" IX -11" 13-5" 12'.11'
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
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