HomeMy WebLinkAbout104 Adoncia Way - 08-2566 (2008) screen insert on lanaiCITY OF SANFORD PERMIT APPLICATION
CT - Application #
l
Submittal Date:
Job Address: L/t Value of Work: $ —
Parcel ID: Zoning: _ j Historic District: _,_pr=rF VEDlGaDescriptionofWork: j ' 1 Q_ C Square Footage: \
W . .............
Permit Type: Building- Electrical Mechanical Plumbing , Fire Sprinkler/Alarm ' Pool Sign
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole CI
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Eaergy 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: 1 # of Dwelling Units: Flood Zone: (NEMA form required)
P......................... Property Owner: Contractor
Address: Address. 54
I CAIL-p>0
Phone: E-mail: Phone: State License Number:
Bonding Company: Mortgage Lender:
Address: Address:
Architect/Engineer: Phone:
Address: Fax:
c -- Plan Review Contact Person, yVC VGhone: J Fax: Q 2 E-mail l) J(
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 a permit and that all work will be performed to meet standards of all laws regulating construction in thisjurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, 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 regulatingconstructionandzoning.
WARNING TO ,OWNER: YOUR FAILURE TO RECORD:A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FORIMPROVEMENTSTOYOURPROPERTY. 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 YOURNOTICEOFCOMMENCEMENT.
NOTICE: In addition to the requirements ofthis permit, there maybe additional restrictions applicable to this property that may be found in the public records ofthiscounty, 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 of the prope a a. ements of Florida Lien Law, FS 713: 3
d i
Signature of Owner/Agent Date nature of Contractor/Agent Date l
nr n AI Ant I i nk
Print Owner/Agent's Name
Signature of Notary -State ofFlorida Date
Owner/Agent is — Personally Known to Me or
Produced ID
nn -
APPROVALS: ZONING: V `UU UTIL: FD:
Special Conditions:
Rev 07.07
Print s Name
o,Rr aco Notary Public State of Flory
Karrie Massey
My Commission DD554091i
Contractor/Agent is Personally Known to Me or
Produced ID
ENG: BLDG:
J
U
POWER OF ATTORNEY
I hereby name and appoint
s
Name
of WN to be m lawful attorney in fact
4ZCompany r Business
to act f r me and 'apply .to the County Building Dept. A ( l N%
for a (_ It L4^J/ permit for work to be perfo med '
1' pe
at a location described as Section, Township Range
lot I Block ub ivision
A4. i d. _ (/G /L I A SA -J1 / AA w .fes w"
and to sign my name and do all things necessary to this
appointment.
C.J.S. Aluminum, Inc.
TvDT R (ft` Print name d License number of Contra
gnature oi' licensea contractor
Acknowledge:
S TATE . OF FLORIDA v
COUNTY QF ORANGE
The foregoing instrument was acknowledged efor me tis
day of by _
as I of ho:
is personally know to me i
produced as
identification, and wholl
did
did not
take an oath. it .,. „ K „
Notary Public
o v „ Notary Public State of Florida
Karrie Massey
b `'pE, My Commission D0554096
dos a Expires 05118/2010
M
L,
DESCRIPTION AS FURNISHED: Lot 97, CELERY ESTATES NORTH, as recorded in Plat Book 71, Pages38through45, of the Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED TO: Lennar Homes, loc. OFFICE
LOT 127 LOT 126 LOT 125
N B9'50'10" E 9
60.00'
yti" I I
I1
21.47' 21.47' 1ILOT97
I
loloo'
1B.o z. 1
10 COVERED h I
Ci PORCH 2
1W10.00'
w I 22.0 1
rsj I I
FI I
W
pI PROPOSED96o LOT 98nONE-STORY RESIDENCEin I O
O O W MCfMODEL: RALEIGH -6- O
U 1 2 CAR GARAGE RIGHT
o
10100' 74.3'
n 1
I
1 I
10.
100'
I
DRIVE
I 25.20' 25.20'
10' UTILITY k( EASEMENT
P. C.) 45.50'
B.B.)N 89°50' 1011 E 5' WALK
60.00'
2' CURB
ADONCIA IMA Y
50' R/W)
TRACT '7'
PRIVATE INGRESS & EGRESS)
Q05
o
FRONT- 25'
PROPOSED FINISHED SPOT GRADE ELEVATION SQUARE FOOTAGE CALCULATIONS REAR- 20'
PER DRAINAGE PLANS SOD (SOD TO CURB): 4,007± SQUARE FEET SIDE- 7.5'
1j1__o PROPOSED DRAINAGE FLOW DRIVE & LEAD WALKWAY: 484± SQUARE FEET STREET SIDE= 15'
LOT GRADING TYPE A' SIDEWALK APPROACH: 414± SQUARE FEET *PLOT PLAN ONLY*
PROPOSED F.F. PER PLANS = 15.72 (NOT A SURVEY) TOTAL LOT SQUARE FOOTAGE: 6,6001 SQUARE FEET
CRUSEXHEYER-SCOTT & ASSOC, INC. - LAND SURVEYORS
EEGEND - L[CFND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
PLAT PDL. rmNr Dn LrNE NDTtr.
I • I—, PIK PAL •PRINT 6 REVERS[ Oil I— iff1. TUNDERSIONm D06 HFAFBY CERTIFY DOT THIS SURVEY MEETS i11E YNRIUM IE IRJIGl SrM'aROS SEr iDl(III BfR1mRODPLC . POWT lT COPOWD CUR`/AME THEFLoma,,BOL/t0 PRoFMSIIXM Iµ0 SURVETORS M CHAPTER 61C1]-8 FLORI64 ADMMISDUTNE EOOE PURSUMrt CNt9rEZVEiENORINEHIM0. PADU1 SECRCN 472-027 FLORDN STANT SErL0. 1/z' lA R/oLl 45% NR. - NrtFaA1RN. uCiPRINT2 UNLEiS EHBOSSED WiTN SURVEI9RY SEH., RtlS SURVEY IS NO! .LLXT AND 5 mFSENRD EOR WFDR4IATIOWLL PURPOSES ONLY. PRC.
PO OF fGTNUNG CAL.G . CJ,LCULATCD J. iW5 SURVEY WAS PYEPMED iRLW RRE MFORA(41ION FURN, H D iD i SVFrE1OR. TTIETTE WY BE OD1FF RLSTRICRONS POINT
TS CbCIENCEREM PR% CRTMNEIIT REr[AAEN¢ nOAREHr OR EASE OTS THAf A,T " THIS PROPOUX FF. • FU D.EVar10N NLD : µITL Lary KpSy • 9u6lOnD SCTBACIC LBIE 4. ,, j pE rW,,HO IYPRDVFMfNTS INVE 8 LOGTm UNLESS GMWISE 910WN. R/
v • RwNT-of-VnY C% CFNUUNRK g IMS SIR+ IS PREPARED "'v? ThE A E Bouff OF THOSE C-0 TO FND SNDL' D NOT BERELIED UPON BY ANY OMER EWIrr E.
T. . E'_HT CA .CASE BEARING 6 ONFiT6TPYS SNOWN FTY INE LOGTKM ro" Y ROYEMORS HEREON SH01RD NOT BE USED TO RECONSTR T 8000NO' ONES DRAIN .
WMUGE ]. BFARNGS, ARE RasfD ASS'JYc'OMMI AND ON mE LX+ESHOWN AS m5E LiF.IRIND (B. B.) URL . Ui1LLTY 0.
FC . CNAIN LIKK TFNGE 8, ELEYATIOH3 IF SE R ARE R,,, _ ,.GEOOERC VETr1. M. OF 1929. UNLESS 07,10-5E A101FD. IM -
ID FfNLT: 9, CO+rF ATE OF AUTHOWAMS ND. 45r
EA •
CORRETE CLLIEK 20' — DRAWN BY: P.[, •
POINT OF OURVAItRE ORDER Na. P.
T. • 2DIT OF TNR1]lEY CERRFIED BY: MmTl9579T-07 RADIUS10-07aELENGTH ANOB—IB—OBNORTH
THIS
BUILDING/PROPERTY DOES.NOT UE WITHINTHE ESTABLISHED100YEARFLOODPLANEASPFR -FIRM• TOM X. GRUSENMEYER, R.LS. 471ZONE 'X' PANEL /120289 0055 E (04-17-95) XSEEPN ESWILL.LM60N. R.LSo 85
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Chapter 3 - SCREENED WALLS & BALCONIES
cn
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MEKA.
NOTE #1: USE '/a"0 X` 3" LONG LAGS INTO WOOD
HOST AND /a"O X 2V 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 G C .EMBEDMENT ® 24" O.C. (REFER TO NOTE #1)
2" MINIMU
AV / / /
o :.• 'F6u0AT1ON OR BALCONY
TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF)
AAF Guide to Aluminum Construction. in High Wind Areas Page 3 - 4
R
01
a
AAF Guide to Aluminum Construction in High Wind Areas Page 3 - 6
Chapter 3 - SCREENED WALLS & BALCONIES
1 X 2 OB ® PERIMETER
REFER TO NOTE #1 - THIS SHEET
Lij I
1" X 1" GUARDRAIL PICKETS
U
ry
U) Z 1" X 1" X 1/16" ANGLES 2" LONG WITH
w 2-#8 X 1/2" LONG S.WLS. AT EACH LEG
o:2 • .. TYPICAL EACH SIDE, 7CIP & BOTTOM)
w
HOST. STRUCTURE a a4 ° NOTE #1: USE iA"O X 3"_ LONG LAGS
ELEMEN'TSv INTO WOOD HOST AND 34"0' X 214"
LONG CONCRETE SCREWS INTO
4 a ° CONCRETE OR MASONRY
CONSTRUCTION (1" EMBEDMENT
4 ` TYPICAL)/ SPACING 24" O:C. AND
A WITHIN 4" OF EACH PERPENDICULAR
CONNECTION WITH EXPOSED FASTENERS MEMBER
1 X 2 OB ® PERIMETER
REFER TO NOTE #1 - THIS SHEET
I2- # 10 S.M.S. FROM INSIDE FACE OF 1
X 2 OB INTO SCREW SPLINES OF 1 X 2
OB (1" EMBEDMENT MINIMUM.)
1" X 1" GUARdRAIL PICKETS
REFER TO NOTE #1 - THIS SHEET
F-..
O 1" X 1" . GUARDRAIL PICKETS
w FASTENED TOP AND BOTTOM W/ 2
EACH #10 S.M.S. 1." EMBEDMENT
4
HOST STRUCTURE
c • ' NOTE #2: IN SCREEN WALLS WITHOUT
ELEMENTS GUARDRAILS, PICKETS NOT. PRESENT.
ALL OTHER ATTRIBUTES Or DETAILS
4 °
a
APPLY.
4
4
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS/ 1X2 TO 1X2 CONNECTIONS KC3
a
AAF Guide to Aluminum Construction in High Wind Areas Page 3 - 6
Chapter 3 - SCREENED WALLS & BALCONIES
1 X 2 OB 0 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)
i 2" X 2" SELF -MATING HORIZONTAL (GIRT)
w (TYPICALLY HOLLOW SECTION W/0 GUARDRAIL)
LIJ
I— I 1" X 1" GUARDRAIL PICKETS
I FASTENED TOP AND BOTTOM W/ 2
EACH #10 S.M.S. 1" EMBEDMENT
O I II 11
II II
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 INTO
SCREW SPLINES OF 2 X 2 (1 EMBEDMENT MINIMUM)
w I 2" X 2" SELF -MATING HORIZONTAL (GIRT)
w I, (TYPICALLY HOLLOW SECTION W/O GUARDRAIL)
J
Li
W
C) I NOTE #2: IN SCREEN WALLS
IL WITHOUT GUARDRAILS,
t- PICKETS NOT PRESENT. ALL
V I OTHER ATTRIBUTES OF
DETAILS APPLY.
O II II
II II ,
1" X 1" GUARDRAIL PICKETS
I I
CONNECTION W/ CONCEALED FASTENERS
PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS
AAF Guide to Aluminum Construction in, High Wind Areas Page 3 - 7
i
a
a
r
I
ry
I— I 1" X 1" GUARDRAIL PICKETS
I FASTENED TOP AND BOTTOM W/ 2
EACH #10 S.M.S. 1" EMBEDMENT
O I II 11
II II
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 INTO
SCREW SPLINES OF 2 X 2 (1 EMBEDMENT MINIMUM)
w I 2" X 2" SELF -MATING HORIZONTAL (GIRT)
w I, (TYPICALLY HOLLOW SECTION W/O GUARDRAIL)
J
Li
W
C) I NOTE #2: IN SCREEN WALLS
IL WITHOUT GUARDRAILS,
t- PICKETS NOT PRESENT. ALL
V I OTHER ATTRIBUTES OF
DETAILS APPLY.
O II II
II II ,
1" X 1" GUARDRAIL PICKETS
I I
CONNECTION W/ CONCEALED FASTENERS
PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS
AAF Guide to Aluminum Construction in, High Wind Areas Page 3 - 7
i
a
a
r
Chapter 3 - SCREENED WALLS & BALCONIES
L
1" X 1" X 1/16" ANGLES
2 LONG WITH 2— #10 X 1/2" LONG
S.M.S. A,T EACH LEG.
TYPICAL EACH SIDE, TOP & BOTTOM)
HOLLOW UPRIGHT
2" X 2" SELF—MATING
HORIZONTAL (GIRT)
TYPICALLY HOLLOW SECTION
W/O GUARDRAIL)
I
y
II IIII1" X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/
10 S.M3. VIBEDMENT
4-7/8" O.C.
2— # 10 S.M.S. FROM INSIDE FACE OF
POST INTO SCREW SPLINES OF HOLLOW
GIRT (1-1/2" EMBEDMENT MINIMUM.)
N IN SCREEN WALLS
3TENERS N UT. GUARDRAILS,
PI TS NOT PRESENT. ALL
THEIR ATTRIBUTES OF
DETAILS APPLY.
SELF MATING POST.
2" X 2" SELF -MATING
HORIZONTAL (GIRT)
TYPICALLY HOLLOW SECTION
W/0 GUARDRAIL)
1" X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/ i ITAI #10 S.M.S. 1" EMBEDMENT
CONNECTION W/ CONCEALED FASTENERS
PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS
AAF Guide to Aluminum Construction in,High Wind Areas Page 3 - 8
a_j
Chapter 3 - SCREENED WALLS & BALCONIES
HC53T .STRUCTURE
E.LE0,-FN i".S
AL1 II
UJ
D 1" X 1" X 1/16" ANGLES 2" LONG WITH
U 2—#8 X 1/2" LONG S.M.S. AT EACH LEG
J, TYPICAL EACH SIDE, TOP Sc BOTTOM)
t—
s Z '
F LJ
OL
J
r LLJ
REFER TO NOTE #1 — THIS SHEET
1 X2020@ SER
CONNECTION WITH EXPOSED FASTENERS
NOTE= -#1: USE 34"0 X 3" LONG LAGSHOST.AR UC PURE INTO WOOD HOST AND '/"0 X 2Vr=I EMIIENI TS LONG CONCRETE SCREWS INTO
CONCRETE OR MASONRY
CONSTRUCTION 0", EMBEDMENT
TYPICAL)/ SPACING 24" O -C, AND
WITHIN 4" OF EACH PERPENDICULAR
MEMBER
w
cc
U REFER TO NOTE #1 — THIS SHEET
D
1 Z 2— # 10 S.M.S. FROM INSIDE FACE OF 1wX2OBINTOSCREWSPLINESOF1X2
0
OB (1" EMBEDMENT MINIMUM.)
S LL
REFER TO NOTE #1 — THIS SHEET
1 X 2 OB ® 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
F{pS xUfiiTk1RE 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 k"0 X 3" SELECT COLUMN AND POST END LONG LAGS INTO WOOD HOST AND 34"0 XFASTENINGCONDITION. PER TABLE 2%" LONG CONCRETE SCREWS INTO302 / 304 BY WIND ZONE CONCRETE OR MASONRY CONSTRUCTION0" 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" GUARDRA
PICKETS r
SELECT COLI MN AND-POSTEfAb IFASTENING ,CONDITION PER T B 2" X 2" X 1/ "MANGLE EACH SIDE302 !/:304 BY WIND Z: W/ 2 EACH # 4I IS M.S. f
SCREEN
i I iI8"0 CONCRE h+NCHOR W/2" MIN.
2 EACH t O SMS X 1-1 EMBEDMENT (FOk l dAD CONDITION 1) z" ,
LONA INTO SOLE PLAT
I ; 1X2 E PLATE
r.N = a ' L.' 2500 .PSIS °
CONCRETE
a °
1/4" DPA: X 2-1/^4" LONG APPROVED CONCRETEANCHORS`® 24"°O.C. AND MTHIN 6- OFCONNECTING`MEMBERS 0"MBEDMENTdTyjPICA',Q ., <
POST TCS MI IPlr)A-rinni cA e+ rr-
ARTIAL ELEVATION @ SCREEN FACE)
AAF Guide to Aluminum Construction in. High Wind Areas Page 3 -10
Chapter 3 SCREENED WALLS & BALCONIES
ALLOWABLE SPANS for Secondary Members In Screen WallsWITHOUTGUARDRAIL)
Girts in Screen Walls) FOR 100 MPH Wind ZoneMaximumVerticalSpacing7fto.c,) Unit Load = 10 lbs/s it
Load Width / S acin -
I Extrusion 6" 5'-04'-0" 4"
2X2X.045 Hollow 9'-3" 8'-8" 8'-3" 2X3X045 Hollow 11'-4° - i- 10'-8" 9'-8" 9-3- 2X4X0.045 Hollow 13'-10" i 1 -7 -- 12'-5" 1 V-4"
Girts in Screen Walls) FOR 110 MPH Wind ZoneMaximumVerticalSpacing7fto.c.) Unit Load = 11 lbs/s ft
Load Width / S acin 9 -
Extrusion 4'-0 4'-6" 5'-0"
2X2X.045 Hollow 8'-7"T-4"-
2X3X045 Hollow 11'-3" 10'-7" 10'_0" 9'-7- 9'-2, 2X4XO.045 Hollow
Girts in Screen Walls) , FOR 120 MPH Wind Zone
Maximum Vertical S acing 7 ft o.c.) Unit Load = 14 lbs/saft _
Load Width / S acin
Extrusion 4'-0" 4'-6" 5'-0" 0„ 2X2X045 HGllow 7'-8" T-2"
2X3X045 Hollow 9'-11"
6'-3"
9'-4" 8'-11" 8'-6" 8'-1" 2X4X0.045 Hollow 12'-8" 11'-11" 11'-4" 10'-10"
Girts in Screen Walls) FOR 130 MPH Wind Zone
Maximum Vertical Spacing 7 ft o.c.) Unit Load =.16 lbs SRft _
Load Width / S acin
Extrusion 47-0" 5'-0" 5'-6" 6'-0" 2X2X045 Hollow T-2"
2X3X045 Hollow 9'-4" 8'-9"
2X4X0.045 Hollow 11-10" 11'-2"10'-1" g' -g"
Girts in Screen Walls) FOR 140 MPH Wind ZoneMximumVerticalSpacing7fto.c.) Unit Load = 18 lbs/s ft
Load Width / S acin
Extrusion 4'-0" 4'-6" S-0" 5'-6" 6,-0" 2X2X045 Hollow 6'-9" 6'-4" 6'-0" 5'-6" 2X3X.045 Hollow 8'-9" 8'-3" 7'-10"
2X4X0.045 Hollow 1 V-2" 10'-7" 10'-0" 9'-7" 9'-2"
Girts in Screen Walls) FOR 150 MPH Wind ZoneMaximumVerticing7fto.c.) Unit Load = 21 lbs/sgft
Load Width / S acin
Extrusion4'-0 4'-6" 5'-0" 5'-6" 2X2X045 Hollow 6'-3"5'-10" 5'-7" 5'-4" 2X3X045 Hollow 8'_1
5' 1"
7'-8 T-3" 6'-11" 6,_8„ 2X4X0.045 Hollow 10'-4" i 9'-g" g'_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
Table 303a
6'-6" T-0"
T-3"-- 6'-11' i
8'-7"
10'-10' 10'-6""
Table 303b
T-0
8'
10=10
Table 303c
6'-6" 7'_0„
T-10" T -6 -
Table 303d
6'-6" T -p" I
9'-4" 6-11"
Table 303e
6'-6" T-0"
5'_3„ 5' 1 -_ I
Table 303f
6'-6" T_0„
4'-11° q'-8"
6'-4" 6'_2,
8'-2" T-1-10"
Page 3 -15
Chapter 3 - SCREENED WALLS & BALCONIES
I -ALLOWABLE SPANS f PO -- ' or STS in SCREEN WALLS Not Supporting Roofs or GuardrailsMaximumGirtSpacing = 7 ft o. c.) Table 304aFOR100MPHWindZone
Unit Load Design Pressure 10 Ibs/sgft Exposure
Extrusion Post SPacin /Load Widthg..__.._
B
2X2X045" Hollow
4'-0"
7' 4"
4'_g" 5,_0„
2X2X.045" Self -Matin Snap8'-4"
6'-11"
T-10" T-6"
5 -g 5 -7
T-6"
3X2X045 Hollow ' 8'-7" 8'-1" T_g'
T-1" 6'-10"-
7.-4" 6'-11"
6'-7" 6'-4" 6' 1"
2X3X_045" Hollow 9'-7" 9'-1" 8'-7
6'-g" 6'_6„
2X3X.045" Self -Matin Snag 10'-11" 10'-4" g
8-2 7 10 7-6- 7-3" 7'-0" 6''g"
2X4X:050" Hollow 12-3" 11-7"
g"
10-11"1
9=4" 8-11"
10-5" 10=0"
8-7" _ 8-3" 7-11 7-9"
2X4X.045".Self-Matin Snap 13-5" 12-8" 12-0" 11-5" 10-11"
9-7"
10'-6"
9-3"
2X4 Self -Matin Beam
2X5 Self -Matin
15-3" 14-4" 13'-7' 12=11 " 12-5" 11'-11 "
10=2"
11'-6"
9' 1p"
1 i'-1 "
g_6
10' Beam
2X6 Self -Matin Beam
18'-2"
21-9"
1T-2" 16=3" 15-6" 14:10"
9•
ALLOWABLE SPANS
20-6" 19-5' 18- 6" 17-9" 17-1 " 16-5" 15 -11"" 5'
for POSTS in SCREEN WALLS Not SupportingMaximumGirtSpacing = 7 ft o. c.) Roofs or Guardrails Table 3o4bFOR110MPHWindZone
Unit Load Design Pressure 11lbs/sgft Exposure IB !
Extrusion 4._0„
Post S acin /Load Width
2X2X045" Hollow 7'-0"
4'-6„
6'-T'
5,_0„ 5'-6„ 6 -0 6 _6„ 7'-0" T-6"
2X2X045" Self -Matin Snap7'-11" T-6"
6'-3" 5'-11" 5'-9" 5'-6" 5,„ 5'-2"
3X2X045 Hollow " 8'-2" T-8"
7, 1„
T-4"
6'-9" 6'-6" 6'-3" 6'-0" 5'-10"
2X3X045" Hollow 9'-2" 8'-8" 8'-2"
6-11"6'-2" 5'-11" 5'--9 I
2X3X045" Self -Matin Snap 10'-5" 9:10"
T-10" 7-6" 7-2" 6-11" 6-8"
2X4X 050" Hollow 11-8" 11-0"
9-4" 8-11" 8-6" 8-2" 7'-11"__. 11"7" 7-7" 5
2X4X045" Self -Matin Sna 12'-10" 12-1"
101-5" 5" 9-11 " 9-7" 9-2" 8-10" 8-6" 8'-3'
2X4 Self -Mating Beam 14-6" 13-8"
11-5"
12-11"
10=11" 70-5" 101-1" 9:8" 9:4"
l 2X5 Self -Matin Beam 17'-4" 16'-4" 15-6"
12'-5" 11-10"
14'-9'
11-5" 10=11" 10-7" 10-3"
2_ X6 Self -Mating Beam 20-9" 19'-7" 18-6"
14-2` 13-7" 13-1" 12-8 12'-3'
ALLOWABLE SPANS
17-8" 16-11" 15-8" 15-2_" 14:g•
for POSTS in SCREEN WALLS Not
Spacing= ) Supporting Roofs or Guardrails Table 304cFOR120MPHWindZone
Unit Load Design Pressure = 14 lbs/sgft Exposure B
Extrusion Post Spacin Load Width
2X2X045" Hollow
4'-0"
6'-3"
4'-6" 5'-0" 5' 6„ 6'-0 6'-6' T-0" T 6" 8' 0"
2X2X.045" Self -Matin Sna 7'-1"
5'-10"
6'-8"
5'-7" 5-4" 5'-1" 4'-11" 4'-8" 4'-7" 4'-5"
3X2X045 Hollow ` T-3 6 -10 .
6'-4"
6
6'-0" 5=g" 5-6" 5-4" 5-2" 4'-11"
2X3X.045" Hollow 8'-1" 7-8"
6"
7-3"
6'-2" 5-11" 51-8" 5-6" 5:3"
2X3X045"Self-matin Snap9_3" 8-9 8"3
6-11" 6-8 6'-4" 6-2" 5-11" 5'-9"
2X4X050" Hollow 10-4" 9-9 9-3
7'-11" 7-7" 7'-3" 6-11" 6=9" I 6'-6"
2X4X.045" Self -Matin Sna 11:4" 10-8' 10-2"
8-10" 8-6" 8-2" 7-10" 7-7" 7-4"
2X4 Self -Matin Beam 12-10" 12-2" 11=6"
g-8 9-3" 8-11" 8-T" 8'-3" 8 -0'
2X5 Self -Matin Beam 15-4 14-6"
10-11 10-6' 10-1 " g -g" 9-5"
2X6 Self -Matin Beam 18-4" 17=4"
13 -g
16-5"
12-6" 12:1 " 11:7" 11'-3" 10-10" 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 Grade2) 3X2 applies to member with spline grooves on the 3" side3) 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