HomeMy WebLinkAbout333 Fairfield Dr (4)CITY OF SANFORD PERMIT APPLICATION RECEIVED
Permit # : V U— )l BLA a
Job Address: M3 Fairy
Description of,Work: 1,; // G
Historic District:
Date: MAR 1 6 2006
Zoning: Value of Work: $ - ram. (P— '
Permit Type: Building Electrical
Electrical: New Service — # of AMPS
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets —
Occupancy Type: Residential Commercial
Mechanical Plumbing Fire Sprinkler/Alarm Pool
r
Addition/Alteration Change of Service Tempotiry Pole
Replacement New (Duct Layout & Energy Calc. Required)
of Water & Sewer Lines # of Gas Lines
Plumbing Repair — Residential or Commercial
Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for nrher i han X)
Parcel#: _JO( /
Owners Name & Address:
Attach Proof of
Phone:
Legal Description)
Bonding Company: _WA / --_-- _..._.. ---•
address:
A
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commc)iw i rn is" to i;(:
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 npplimLlc lev:s m.ruhtting
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT• IN YOU)o,A 1ING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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 is veri ation that I will notify the owner of the property of the requirements of Florida Lien La S 713.
G
Si ure of Owner/Agent Date Signature o ontrac r/Agent Date
Print O er/Agent's Name /
G/y//oPrint
Cr/Agent's Name-
ST' azure of Notary -State of Florida Date gnature of Notary -State of Florida Date /G G
Orr 044L Susan L Metre -Harrison
f My commission DD218024 ipM""4Ffi Susan L Matre Harrison
Owner gent is Personal1 Kn Fyn to i O Expires July 12. 2007 Contractor/Agent is Personally Known 1 +` My Commission DD218024
w Expires July 12, 2007roducedID —5 ! Produced ID
APPLICATION APPROVED 13Y: Bldg:
Initial & bare) (Initial & Date)
FD:
Initial & Date) (Initial & Date
necta! Conditions:
iw s>raa ul aM Na oa aiuluu
Permit Number__
Parcel Identificallon Humber .3a 1(a al n170
Fr;parad by: SCLwr(Y1C,__ CCci i-Cf—
0 S
Return to: -DW601dv r
NOTICE'OF COMMI NGEMENT
Stale of Florida
County of Lnr— L7
s 3a 71 1
I M W*4 U.LW W Clltl.'t1IT LUMT
si irNULIE U,liNTY
8K 0616 Pq tl384; UpgU
CLERK'S 0 2iii G04E,.A33
WAKU W/16/0c16 11:51:4 fi01
Ri3 INU I;Wi 16.0
Ri:uoda Ky N Bailey
GFRiIFILD CUPY
MARYA f iE MORSE
CLERK OF f iRCUIT COURT
F C uNTY. FLORIDA
REPuII CLERK
The underslone.d Hereby gives nolicr! 11iat hoproveinenl(s) will be made to certain real property, and hi accordance
v11h Chopler.7.13-1 Florlda'.Stalut.9s, (lie following Information Is provided In tills Notice of Commencement.
1. Description of propelty*(legal description of the properly, and street address. if- available)
r & l C.I.r, keS Ph. 0-- P8. (05 Pct5, a9-,D
333cl.
2. General closr rljrtlon of III 1provornent(s)
S Pir 0 •
3. Owner infornintlol
Name Secl-n 1'h Telephone NumV!r A/c)'?
Address 333 FC-Li 1e1, Zr Fax Number
f>rd Ft_ 3X79 Interest In Propolly:
4. ree Shliplo 'lltlo I lolr.lor (if other than owner shown above)
Nance Telephone Telephone Number
Address Fax Number
Contractor
Nanlr. l iCi.iclo SCreim Aj,Jr11 /tiJ c_Tel gihone Number 407-1.362-6060
Address' S -+-15 4?--b-L. FacNumber 407-862-1221
A.t c naq s x r1c, 1 L 3a-/
G. Surely (if any)
Name Telephone Number,
Address Fax Number
Amount of bond
7. Londor'(if oily)
Namo Telephone Number
Address Fax Number
8. rcroons within the Stato of Florida dastgnaled by Owner upon whore noticos o other documents may be
selved.as provided by §713.13(1)(a)I.,!Florida Statutes.
Noma 'Telephone Wilber
1
1".1dress . Fax Number
3. In -iddition to Illinseli or herself,•Ownsr designates tho following b1 recelve a copy of the. Lienor's Notice as
piovidad.ln §713.1?(1)(b), Floilda Statutes.
Namo Telephono Number
Address Fax Number
lo. r:hlr atlo.ri data of nottco of cnnmroncrrmont (the expiration date Is one year hom.lho dale of recording
unless a different date Is sl ocllicd):_
ale Signed
r/ ;worn to and subssr tied be n 1111s d4_
4ay of Walure
of 'Owrier. Note: per §T-1113(1)(g), "owner must
sign ...arid no one else may be permuted to sign In Ills
or her :,lead." 20
d 6_, by vho
is _____visonally hmvai to me OR _ _&:::p(oduced ir,
ldentilicali,.)n. ,. Susan Maire-Harrison• Susan
L Malre-Harnson .03 O, My
Commission DD yl
My Commission DD218024) ` Expires
July 12. 2007 w Expires
July 12. Ionalure J& '/
er-elf of
Notary (notar lal seal to appear. below)
VaLPHDO SLREEH 6 RWHIHQ
835 Sunshine Lane, Altamonte Springs, Florida 32714
407)862-6060 FAX (407)862-1221
LIMITED POWER OF ATTORNEY
I, Bernie Duncan, hereby authorized to
obtain a permit for the following -
Lot: I
Address:
Owner of Property: Se an VP
Address: 15amP—
Bernie Duncan
Vice President
Sworn to and subscribed to me this -3 by Bernie
Duncan who is personally known to me and who did take an oath.
Notary:'
M Susan L Matre-Harrison
My Commission DD218024
a a Expires July 12, 2007
3emmo. e uounry.- roperry Appraiser vet-ni_ormation 3y .-•arce.. -Num 3er age .. o:_ - 14
84 5 DAviD
JOHNSoN. CFA, ASA 1.5 83 PROPERTY
APPRAISER
82 81 80`' 17SEMINOLE
COUNTY FL. 1101
E. FIRST ST 18 SANFORD,
FL 32771-1468 407-
665-7506 20
52 2006
WORKING VALUE SUMMARY GENERAL
Value Method: Market Parcel
Id: 32-19-31-516-0000-0170 Number of Buildings: 1 Owner:
HILL SEAN D & MELISSA K Depreciated Bldg Value: $143,429 Mailing
Address: 333 FAIRFIELD DR Depreciated EXFT Value: $0 City,
State,ZipCode: SANFORD FL 32771 Land Value (Market): $24,000 Property
Address: 333 FAIRFIELD DR SANFORD 32771 Land Value Ag: $0 Subdivision
Name: CELERY LAKES PHASE 2 Just/Market Value: $167,429 Tax
District: S1-SANFORD Assessed Value (SOH): $167,429 Exemptions:
00-HOMESTEAD Exempt Value: $25,000 Dor:
01-SINGLE FAMILY Taxable Value: $142,429 TaxE.
srsrna'..;, 2005
VALUE SUMMARY SALES
Tax Value(without SOH): $479 Deed
Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $479 SPECIAL
06/
2005 05786 1925 $186,200 Improved Yes Save Our Homes (SOH) Savings: $0 WARRANTY
DEED 2005
Taxable Value: $24,000 Find
Comparable Saps vothin this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
LAND
LEGAL DESCRIPTION Land
Assess Frontage Depth Land Unit Land PLATS: Pick... Method
Units Price Value LOT
17 CELERY LAKES PHASE 2 PB 65 PGS LOT
0 0 1.000 24,000.00 $24,000 29 & 30 BUILDING
INFORMATION Bid
Year Base Gross Living Est. Cost BidTypeFixturesExtWallBidValueNumBitSFSFSFNew1
SINGLE
2005
13 1,364 3,424 3,012 CB/STUCCO $143,429 $144,150 FAMILYFINISHAppendage /
Sgft OPEN PORCH FINISHED / 16 Appendage /
Sgft GARAGE FINISHED / 396 Appendage /
Sgft UPPER STORY FINISHED / 1648 NOTE:
Appendage Codes included in Living Area. Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch
Finished, Base Semi Finshed NOTE:
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes. If
you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://
www.scpafl.org/pis/web/re_web.seminoIe_county_title?parcel=32193151600000170&cpad=Fairfiel... 3/ 1 /2006
Legend of Symbols and Abbreviations:
Bearing
Calculated
Concrete Block
Chord
Concrete
Construction
Concrete Slab
Elevation
Field Field Measured
Fnd. Found
Gov't.: Government
L.B. Licensed Business
O.R. Cifficiel Records
Pav'1. Pavement
P.C. Point of Curve
P.C.C.: Point of Compound Curve
REROD: Steel Reinforcing Rod
P.C.P. Permanent Control Point
P.I. Point of Intersection
P.L.S. Professional Land Surveyor
P.O.B. Point of Beginning
P.O.C. Point of Commencement
P.R.C. Point of Reverse Curve
P.R.M. Permanent Reference Monument
P.S.I : Point of Street Intersection
P.T.
R
R.L.S.:
RAN
Sec.
S/T
T.B.M.:
W/
Point of Tangency
Radius
Registered Land Surveyor
Right-of-way
Section
Septic Tank
Temporary Bench Mark
With
Boundery Line
Conterime
Righl-of-wsy Line
Overhead Utility Line
Easement Line
ln Central Angle
ARC Are Length
311, BLx,k
Big.
Calc.
C.B.
Ch.
Conc.:
Consl.
Gs
Elev
Boundn_Survler.:-
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fit_•v. Air IV. L'. a
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EASfA/E,vr
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S/s r
ADIO
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4.5.
FfvcE E 1
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10'44 vef
J957.1<-O E,44dAA5 4
Parr—Eo
F SEMi/O E Cocivey , FLO R/OA.
CERTIFIED TO L'y/'Ig4U T%LE rN_i411z a/VCE ( /m q,,9/1/
XA/»/DF T/rLE IqA14D v1?R/91vey CQkPORATICAI
1,90/ a/e4m 717cE
SE/9n/ D. f /LL r /11gL/S3A • N/LL
SMITH DRAFTING & SURVEYING, INC.
311 E RICH AVE.
DELAND. FL DELTONA, FL
386) 734-7047 (386) 789-2855
DRAWN BY REVISIONS: S,orE G¢voEHc LL GOODR/G// 06cEi>7GE,C zz, zao CREW
CHIEF: D L/rt~/i/v/EC oA< to rice icc rr Jq
V JEf NA
L .STIR E c VA N SCALE = e— zo 5- KM DATE:
oe r-OB EIZ 7 Z 4 WON /
p. ;610/3 - C?4 014
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C F..i • /YlgwAva 9E l/
or s t
itOPE<TY iDD,PESS 333
FA/,PGiEc D.P/r/E SAA/
FO.eO, FGOk/oA O
eEs/oEdeE .4r7,AGH6U To C vreyl G
ArEe SY5rE5M, nGf.47;E,en1Er.,e LoGgrEn /
2 rje /VoerNEASr eOPE
eTy `pV /VE.e, AS-s1-10Wi1 S. ?
4 4 FE.
var ti. o '
Wcs v- 5, .
S419D/v15/oiv CCO.tPO/NG 20
qAo .30 1- ,
ouBGic Xkcae os 1
hereby certify that this map depicts a survey performed under my supervi- sion,
and is correct to the best of m)f knowledge and belief; and that this survey
meets the minimum technical standards set forth by the Florida Board
of Professional Land Surveyors to Chapter 61G17-6, Florida Administrative
Code, pursuant to 9ectlon 472.027. Florida Statut st9priley
E. Smith F`
Iwk1a-R0giaI`eriRd,Land Surveyor Certificate
Number 3736 for) NOT
VALID UNLESS SEAL IS EMBOSSED Note:
No instruments of record reflecting easements. limitations, owner- ships,
reservations, restrictions and/or right-of-ways, if any, have been pro- vided
to this surveyor, except as shown. No underground installations or utilities
have been located, except as shown.
an
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1 Fa VIB
r.
zxy
i
27M.
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L
GUARDIAN
BUILDING PRODUCTS
GUARDIAN G41•.IFRON A.SHLEY
December 27, 2005
Mr. Bernie Duncan
Dulando Screen & Awning, Inc.
835 Sunshine Lane
Altamonte Springs, Florida 32714
RE: Authorization to use Cameron Ashley's LRFD master set engineering
Dear Mr. Duncan:
This letter authorizes Dulando Screen & Awning, Inc. and its representatives
to use the master set engineering filing system that has been filed with the local
building official or authority having jurisdiction. You may make copies of this
letter for your use. Dulando Screen & Awning, Inc. and its representatives are
authorized to use the master set engineering until December 31, 2006.
Please remember that as a condition of using the master set engineering, a
representative of Dulando Screen & Awning, Inc. must attend an 8-hour CEU
accredited training course on the use of the LRFD Manual at least once every
twenty-four (24) months of use of our master set engineering. '
If you or other parties such as the building official need to verify your
authorized use of the master set engineering, please call (813) 882-4619 and ask
to speak to someone in our engineering department.
Sincerely,''I •.'
Do''Y. Kim, P.E. (FL #49497)
Director of Technical Services
I SCREEN ROOM - Aluminum Construction Design Guide - LRFD
Table 3.4 Max. Roof Spans for 1 lbs. EPS Core Composite Panels (feet), AllConditionsExceptasDescribedinTables3.3
Exposure B
1 lbs. EPS Core Composite Panels
Wind Speed Zone (mph)
Factored Wind Design Pressure o
N
o p
N
M
Pso o . oX
O
c o
p
0
0
0
x x x x
M M CD is
15.20 17.55 18.61 21.49
100
110
31.8 13.16 15.20
120
38.1 12.04 13.90 13.90 16.05 . 17.02 19.65
130
43.8 11.22 12.95 12.95 14.96 15.86 18.32
1
53.0 10.21 11.78 11.78 13.61 14.43 16.66
1500
9.49 10.95 10.95 12.65 13.42 15.49
70.6 8.84 10.21 10.21 11.79 F 12.50 14.44
Exposure C
1 lbs. EPS Core
Wind Speed Zone (mph)
Factored Wind Design Pressure
I.
o
Pso o
x
ih
I
100
I
44.6 1 11.12
110 53.4 10.16
120 63.0 1 9.35
130 74.1 8.53
140 85.8 8.02
150 98.fi 7.48
Composite Panels
0 C C0
o
x x x
M v
N
N
x
N
cn
0
x
io
12.84 I 12.84 14.82 I 15.72 I 18.15
11.73 11.73 13.55 14.37 16.59
10.80 10.80 12.47 13.23 15.27
9.96 9.96 11.50 12.20 14.09
9.26 9.26 10.69 11.34 13.10
8.64 8.64 9.97 10.58 12.22
Note: Pressures shown are positive and negative pressures. Effective area = 50 sf.
Z 2003 • Ashley Aluminum, LLC • WARNING: Unlicensed photocopying violates U.S. copyright laws and will subiect the violator to legal nrosermine
3. SCREEN ROOM -Aluminum Construction Design Guide - LRFD
SEALANT
EXTRUDED OR BRAKE —FORMED ROOF HEADER
OR RECEIVING CHANNEL (0,044" MIN. THICKNESS)
WITH MIN. Uz' BEARING LEG.
PAN ROOF PANEL —
IF CLEARANCE PROHIBITS INSTALLATION OF TOP
OR IF TOP LEG OF CHANN SERS USE POW S.M.S.
2V OR GREATER, USE
3)_i8x9fe' S.M.S. ON BOTTOM, EQUALLY SPACED,
FASTENERS ON TOP LEG ARE NOT REQUIRED.
ALTERNATE DETAIL
EMAX._ SECURE FASCIA TO EACH
RAFTER TAIL W/ (1)—Y.'0 x
4' LONG PAN HEAD LAG
SCREWS BEFORE ATTACHING
ROOF HEADER/RECEIVING
CHANNEL
a.
s' x ZJ " LONG WOOD
LAG SCREW O 24' O.C. MAX. •
d•
L HOST STRUCTURE
MASONRY OR WOOD)
TYP. C" RISER RCOF PANEL TO HOST FASC:A
3)—#12y1 " W/ INTEGRAL WASHER
AND NEOPRENE GASKET S.M.S.
THRU BOXED END OF EACH
PAN IN UEU OF S.M.S. INTO
HEADER LEG(.)
L_1
SEALANT Y' MAX. :. - •• °.
PAN ROOF
PANEL A' d
Y.' 0 x W LONG WOOD LAG SCREW OR
Y' 0 x 24' LONG MASONRY ANCHORSO24" O.C. MAX.
2)—#BxY" S.M.S. ® TOP & BOTTOM.
LHOSTIFCLEARANCEPROHIBITSINSTALLATIONOFTOP
OR IF TOP LEG OF CHANNEAL ES E2%- OR GREATER• USE STRUCTURE (MASONRY OR WOOD) 3)—#8x9fe' S.M.S. ON BOTTOM, EQUALLY SPACED,
FASTENERS ON TOP LEG ARE NOT REQUIRED,
EXTRUDED OR BRAKE —FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS) WITH MIN. %' BEARING LEG.
TYP. 3" RISER ROOF PANEL TO HOST STRUCTURE WALL
DETAIL 3: ROOF PANEL TO HOST STRUCTURE CONNECTICN DETau _ _ .
I SCREEN ROOM - Aluminum Construction Design Guide - LRFD
3" RISER ROOF PANELS
8x" S.M.S. W/ INTEGRAL -" 0
WASHER AND NEOPRENE GASKET
24" O.C. FOR EXPOSURE B AND
18" O.C. FOR EXPOSURE C
2"x2" HEADER
DE71AIL 4: T YF. 3" RISER ROOF PANEL TO
PARALLEL HEADER CONNECTICN
3" COMPOSITE ROOF PANELS
2"x2" HEADER
10x4" S.M.S. W/ 1Y" 0
FENDER WASHER AND NEOPRENE GASKET
0 24" O.C. FOR EXPOSURE B AND 18 O.C. FOR EXPOSURE C
DETAIL 4.: TYP. 3" COMPOSITE ROOF PANEL. TO
PARALLEL HEADER CONNECTION
3. SCREEN ROOM - Aluminum Construction Design Uwde - LKFL)
Table 3.7 Maximum Spans for Carrier Beams (Edge or Interior), Exposure B, All
Conditions
Table applies to Exposure B and heights up to 30 feet.
L/GJIMII VV1111J VM.+ I•hi
Beams
ry ......
Tributary Width
6.00 8.00 110.00 12.00 14.00 16.00, 18.00 20.00 22.00 24.00 26.00. 28.00. 30.00 32.00 34.00 36.00
Self -Mating Beams SMB)
x 2" x 0.044 x 0.044 Hollo 5.55 4.80 4.30 . 3.92 3.63 3.40 3.20 3.04 2.90 2.77 2.66 2.57 2.48 2.40 2.33 2.26
x 2" x 0.045 x 0.045 Hollo
1
6.44 . 5.57 4.99 4.55 4.21 3.94 3.72 3.53 3.36 . 3.22 3.09 2.98 2.88 . 2.79. 2.70 2.63
2" x 3" Hollow Tilt 6.83 5.92 5.29 4.83 4.47 . 4.18. 3.95 3.74 3.57 3.42 3.28 1 3.16 3.06 12.96 2.87 2.79
2" x 4" Hollow Tilt 8.38 17.26 6.49 5.93 1 5.49 5.13 4.84 1 4.59 4.38 4.19 4.03 1 3.88 3.75 3.63 3.52 3.42
2" x 4" x 0.046 x 0.100 10.83 9.38 8.39 7.66 7.09 6.63 6.25 5.93 5.66 5.42 5.20 5.02 4.85 4.69. 4.55 4.42
2" x 5" x 0.050 x 0.116 13.16 11.40 10.20 9.31 8.62 8.06 7.60 7.21 6.87 . 6.58 6.32 . 6.09 5.89 5.70 5.53 5.37
2" x 6" x 0.050 x 0.120 15.53 13.45 12.03 10.98 10.16 9.51 8.96 8.50 8.11 . 7.76 7.46 7.19 6.94 6.72 6.52 6.34
2" x 7x 0.055 x 0.120 17.34 15.02 13.43 12.26 11.35 10.62 10.01 9.50 . 9.06 8.67 8.33 8.03 7.75 7.51 7.28 7.08
2" x 8" x 0.072 x 0.224 122.53 1 1'9.60 1 17.53 16.00 1 14.82 13.86 13.07 12.40 11.82 11.32 10.87 10.48 10.12 9.80 9.51 9.24
2" x 9" x 0.072 x 0.224
2" x 9" x 0.082 x 0.306
24.62
27.24
21.32
23.59
19.07
21.10
17.41
19.26
16.12
17.83
15.07
16.68
14.21
15.73
113.48
14.92
12.86
14.22
12.31
113.62
11.83
113.08
11.40
12.61
11.01
112.18
10.66{
11.79
10.34
11.44
10.05
11.121
2" x 10" x 0.092 x 0.389 32.73, 28.34 25.35 23.14 21.42 20.04 18.89 17.92 17.09 16.36 15.72 15.15 14.64 14.17 13.75 13.36
2x3 Tilt Beam w/1x2 OB 8.53 7.39 6.61 1 6.03 1 5.59 5.23 4.93 4.67 4.46 . 4.27 4.10 3.95 3.82 3.69 3.58 3.48
2x4 Tilt Beam w/1x2 OB 10.52 9.11 8.15 7.44 6.89 6.44 6.08 5.76 5.50 5.26 5.05 4.87 4.71 4.56 4.42 4.30
Table applies to Exposure B and heights up to 30 feet.
UGJIUII VV1111J WA.,--- Ir.
Beams Tributary Width
6.00 8.00 10.00 12.00 1 14.00 16.00 118.00 1 20.00 1 22.00 124.00 126.00128.00 130.00 32.00 34.00 36.00
atino
x 2" xt 0.0044 x Omll
044
Hollo 5.16 14.47 ( 4.00 3.65 3.38 3.16 2.98 2.83 . 2.70 2.58 1
2.48 2.39 2.31 1 2.24 2.17 2.11 x
2" x 0.045 x 0.045 Hollow 5.99 5.19 4.64 4.24 3.92 3.67 3.46 3.28 3.13 3.00 2.88 2.77 2.68 2.591 2.52 2.45 2"
x 3" Hollow Tilt 6.36 5.51 4.93 4.50 4.16 3.90 3.67 3.48 3.32 3.18 3.06 2.94 1 2.85 2.751 2.67 2.60 2"
x 4" Hollow Tilt 7.81 6.76 6.05 5.52 5.11 14.78 14.51 14.28 4.08 3.90 3.75 3.61 3.49 13.381 3.28.1 3.19 2"
x 4" x 0.046 x 0.100 10.09 8.73 7.81 7.13 6.60 6.18 5.82 5.52 5.27 5.04 4.85 4.67 4.51 1 4.37 1 4.24 4.12 2"
x 5" x 0.050 x 0.116 12.25110.61 1 9.49 8.66 8.02 7.50 7.07 6.71 6.40 6.13 5.89 5.67. 5.48 5.31. 5.15 5.00 2"
x 6" x 0.050 x 0.120 14.45 12.52 11.20 10.221 9.46 1 8.85 8.34 1 7.92 7.55 7.23 6.94 1 6.69 1 6.4E 16.261 6.071 5.90 2"
x 7" x 0.055 x 0.120 16.14 13.98, 12.50 11.41 10.57 9.88 1 9.32 8.84 1 8.43 8.07 7.75 7.47 7.22 16.99 6.78 1 6.59 2"
x 8" x 0.072 x 0.224 21.07 18.25 16.32, 14.90 13.79 12.90 112.16 11.54 11.00. 10.53 10.12 9.75 9.42 9.12 8.85 8.60 2"
x 9" x 0.072 x 0.224 22.92. 19.85 17.75. 16.20, 15.00 14.03, 13.23 12.55 11.97 11.46' 11.01 10.61. 10.25 9.92 9.63, 9.36 2"
x 9" x 0.082 x 0.306 25.36 21.96 19.64 17.93 16.60. 15.53 14.64 13.89 13.24. 12.68 112.18. 11.74 11.34 10.98. 10.65 10.35. 2"
x 10" x 0.092 x 0.389 30.47 26.38 23.60 21.54 19.94 18.66 17.59 16.69 15.91 . 15.23 14.64 14.10 13.62 13.19. 12.80 12.44 2x3
Tilt Beam w/1 x2 OB 7.94 6.88 6.15 5.62 5.20' 4.86 4.59 1 4.35 4.15 3.97 13.82 3.68 3.55 3.44 3.34 3.24 2x4
Tilt Beam w/1 x2 08 1 9.80 8.48 7.59 6.93 1 6.41 I 6.00 5.66 I 5.37 5.12 4.90 4.71 4.53 4.38 4.24 4.12 1 4.00 C
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3-10 _.
3. SCREEN ROOM 7 Aluminum Construction Design Guide - LRFD
Table 3.9 Maximum Spans for Primary Screen Wall Posts/Columns for All Roof Type
Enclosures (feet), Exposure B
Note: For all sidewall columns, use roof span = 10 feet.
Column Height Table (ft)
Post/Column Spacing (ft 3
Wind Speed Region (moh 100 110 120 130 140 150
Roof Span(ft 10 30 50 10 30 150 10 30 50 10 30 1 50 10 30 50 10 30 50
2" x 2" x 0.044 x 0.044 Hollow 8.4 1 7.4 1 6.1 8.2 1 7.0 1 5.6 7.2 1 6.0 4.4 6.7 5.3 1 6.2 4.6 2.2 5.7 3.92" x 3" x 0.045 x 0.045 Hollow 11.3110.8 10.2 11.0110.4 9.8 9.8 9.2 8.5.1 8.4 77 8.5 7.8 6.9 7.9 1 7.1 1 6.1
2" x 4" x 0.050 x 0.050 Hollow
2" x 5" x 0.062 x 0.062 Hollow
14.3113.9 13.5
119.3118.8118.2
13.9
18.8118.21
13.5113.1
17.7116.8116.2
12.5112.0 11.6
1 15.6115.6115.01
11.6111.1 1 10.6
14.31
10.8 10.3
14.61 14.01
9.8
13.3
10.11 9.5 8.9
13.61 12.9112.1 1
2" x 4" x 0.046 x 0. 100 SMB 117.2116.8116.4 16.7116.3 15.9 15.0114.6114.1 13.9113.5113.0113.1112.6112.0 12.1111.6111.0
2" x 5" x 0.050 x 0.116 SMg 20.9 120.6120.2 20.4120.0 19.7 18.3117.9 17.5 17.0116.0" 1 16.21 15.91 15.51 15.1 14.81 14.4113.9
2" x 6" x 0.050 x 0.120 SMB 124.9124.6124.3 24.3123.9123,6121.8121.4121.1 20.3119.91 19.5 1 19.01 18.61 18.21 17.71 17.3116.8
2" x 7" x 0.055 x 0.120 SMB 127.3 27.0126.8 26.6126.3126.0 23.9123.6123.3122.2121.9121.6120.9I 20.5120.1 119.5119.1 118.61
2" x 8" x 0.072 x 0.224 SMB 135.7135.4135.2 134.8134.51 34.3 131.2131.0130.7129.1 128.8128.5127.3127.0126.7125.5125.1 124.81
Post/Column Soacing MAII1 .VIVI1111 nenynt IaUie (RI 1
4
i Wind Speed Regionfmoh 100 110 1 120 1 130 1 140 1 150
1 Roof Span (ft) 10 30 50 10 30 1 50 10 1 30 150 10 30 1 50 1 10 1 30 1 50 110 1 30 1 50
2" x 2' x 0.044 x 0.044 Hollow 7.1 1 5.9 1 4.2 6.9 1 5.5 3.6 6.1 1 4.5 1 2.0 5.6 13.8 1 - 1 5.2 1 3.2 1 - 4.7 12.2 1 -
2" x T x 0.045 x 0.045 Hollow 9.7 9.1 8.4 9.5 1 8.7 18.0 18.4 1 7.7 1 6.8 7.8 7.0 1 6.0 1 7.3.1 6.4 1 5.3 6.7 1 5.7 1 4.5
2" x 4" x 0.050 x 0.050 Hollow 112.3111.91 11.4 12.0 11.51 11.0 10.7110.21 9.7 10.01 9.4 1 8.8 9.3 1 8.7 1 8.1 8.7 1 8.0 ' 7.3
2" x 5" x 0.062 x 0.062 Hollow 16.6
1
16.01 15.4 116.2115.5114AI 14.5113.8113.1 113.4112.7111.9112.61 11.81 10.9 11.7 10.81 9.9
2" x 4" x 0. 046 x 0. 100 SMB 14.8114.4113.9 14.4113.9113.5112.9112.4111. 9112.0111.4110.911.2110.6110.0
1
10A1' 9.8 19.1
2"x5"x0.050x0.116SMg 118.0117.7i 17.3 17.6 17.2116.8 15.8115.3114.9 14.7114.2113.7113.7113.2112.7 12.8112.2111.6
2" x 6" x 0.050 x 0.120 SMB i 21.5121.2120.8121.0120.6120.2118.8118.4118.0117.5117.1 1 16.61 16.4115.91 15.5 15.3114.8114.2
1 2" x 7" x 0.055 x 0.120 SMB 123.6123.3123.0123.0 i 22.7122.3120.7120.3119.9119.2 118.8118.4118.0117.6117.2116.8116.3115.81
1 2" x 8" x 0.072 x 0.224 SMB 130.8130.6130.3130.1 129.8129.5127.0126.7126.4125.1 124.8124.5123.6123.2122.9122.0121.6121 2
Column Height Table (ft)
Post/Column Soacin (ft 5 if
I Wind Soeed Reoion (moh). 100 1 01 120 {1 130 1 140 150
Roof Span (ft) 10 1 30 50 I ; ' S0 1 10 1 30,1 50 1 10 30 50 1 i0 30 50 1 10 3v 1 50
2" x 2" x 0.044 x 0.044 Hollow 6.3 1 4.7 1 2.4 6.0 4.4 ! 1.3 5.3 3.4 4.8 ' 2.6 ! 1 4.4 11.7 - 4.0 -
2"x3"x0.045x0.045Hollow 8.617.97.018.417.6;6.7 7.516.615.6 6.95.94.8(6.45.4'4.1 5.94.713.i
2" x 4" x 0.050 x 0.050 Hollow 11.0110.51 9.9 10.71 10.1 1 0.6 o c I 0 0 1 8.4I ) 8.8 1 8.2 7.6I I 8.3 1 7.6.1 6.9 7.7 6.9 16.11
2" x 5" x 0.062 x 0.062 HollowA 14.8114.1 1 13.4 14.41 13.71 12.91 12.9112.1 1 11.3 11.9111.1 1 10.2 11.21 10.31 9.3 10.41 9.4 1 8.2
2" x 4" x 0.046 x 0. 100 SMS 13.2112.7112.2 811 111.8 11:51110.9110.3 10.7110.01 9.4 110.01 9.31 8.6 9.318.517.7
2" x 5" x 0. 050 x 0. 116 SMB 16.1 15.7115.2 15.7116AI14.8 14.1113.6113.1 13.1112.5112.0 12.2111.7111.1 11.4110.7110.1
2"x6"x0.050x0.120SMB 19.2118.8118,4 18.7118.3117.9 16.8116.3115.9 15.6115.1114.6 14.6114.1113.5 13.6113.0112.4
2" x 7" x 0.055 x 0.120 SMB 21.1 120.7120.4 20.6 20.2 jig.8 18.41 18.01 17.6 17.1 ;116.71 16.2 16.1 1 15.61 15.1 15.0114.4113.9
2" x 8" x 0.072 x 0.224 SMB 27.6 27.3127.0 26.9126.6 126.2 24.1 123.8123.4 22.4122.1 21.7121.1 120.7120.3 19.6119.2118.8
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Page1.5...
3. SCREEN ROOM - Aluminum Construction Design Guide - LRFD
Table 3.9 . Maximum Spans for Primary Screen Wall Posts/Columns for All Roof Type
Enclosures (feet), Exposure B-
Note: For all sidewall columns, use roofs an = 10 feet.
Column Height Table (ft)
Post/Column Spacing (ft)
6
Wind Speed Region (mph) 100 110 120 130 140 150
Roof Span (ft) 10 1 30 50 10 130 150 10 30 . 50 10 30 50 10 30 50 10 30 50
2" x 2" x 0.044 x 0.044 Hollow 5.6 3.8 5.4 1 3.4 1 4.7 1 2.3 1 - 4.2 1.2 3.9 3.4 1 -
2" x 3" x 0.045 x 0.045 Hollow 7.8 7.0 6.0 1 7.6 1 6.7 1 5.6 6.7 1 5.8 4.6 6.2 5.1 1 3.7 5.8 4.6 2.9 1.7
2" x 4" x 0.050 x 0.050 Hollow 10.0 9.4 1 8.8 9.7 1 9.1 1 8.5 8.7 18.0 7.3 8.0 1 7.3 6.6 7.5 1 6.8 5.9
33.9
1 15.12"x 5" x 0.062 x 0.C62 Hollow 13.41 12.71 11.9 13.1 12.3111.4 11.7110.81 9.9 10.81 9.9 8.9 10.11 9.1 1 8.0 2 16.9
2"a4"x0.046x0.100SMB 12.0111.4110.9 11.7111.1110.5 10.419.8 1 9.1 J 9.7 1 9.018.2 1 9.1 18.3 7.5 8.4 7.616.6
2"x5"x0.050x0.116SMB' 14.7114.2113.7 14.3113.8113.3 112.81 12.3111.7 11.9 11.3110.7 111.1110.51 9.8 10.319.618.9
2"x6"x0.050x0.120SMS 17.5117.1116.E 117.0116.6116.1115.3114.8114.3 14.2,13.7113.1 13.3112.7112.1 12.4111.7111.1
2"x7"x0.055x0.120SMB 119.2118.8118.4 18.7118.3j17.9 16.8116.3115.9 15:6115.1114.6 14.6114.1113.E 13.6113.012.4
2" x 8" x 0.072 x 0.224 SM8 25.1 124.8124.5 124.5 i 24.2 i 23.8 22.0121.6121.2 20.5120.1 119.E 19.2118.8118.3 17.91 17.4116.9
Column Height Table (ft)
Post/Column Spacinq (ftq 7
Wind Sneed Region (mph 100 110 120 130 1 140 1 150
Roof Span (ftJ 10 1 30 1 50 10 30 1 50 10 1 30 1 50 110 30 1 50 10 30 1 50 10 1 30 50
2" x 2" x 0.044 x 0.044 Hallow 5.1 1 3.01 4.9 12.5 j 4.2 1.1 3.8 I - 13.4 1 3.0 1 1 -
2" x 3" x 0.045 x 0.045 Hollow 7.2 6.2 1 5.2 1 6.9 3.9 4.7 6.2 5.1 13.7 5.7 4.5 1 2.7 5.3 3.9 1.7 4.8 3.2 -
2" x 4" x 0.050 x 0.050 Hollow 9.2 1 8.619.5 1 8.9 8.3 19.2 8.0 1 7.3 1 8.3 7.4 6.6 7.7 6.9 1 6.1 1 7.3 6.4 1 5.4 16.8
2" x 5" x 0.062 x 0.062 Hollow 12.41 11.61 12.9 12.1 111.21 12.5 10.81 9.8 111.2 10.01 8.9 110.41 9.3 18.2 1 9.8 1 8.6 1 7.4 19.1
2"x4"x0.046x0.100SM6 11.1110.5 9.8 10.8110.119.4 19.618.918.2 18718.217.3 1 8.317.516.E 1 7.716.815.8
2"x5"x0.050x0.116SMB 113.5i13.0112.5 13.2112.6112.1 11.8111.2110.E 10.9110.31 9.6110.2 9.61 8.8 1 9.518.717.9
2" x 6" x 0.050 x 0. 120 SMB 115.7115.2 115-7715.214.7 14.1113.6113.0 13.1112.5 11.9 12.3 11.6111.0 11.4110.7110.0 2"
x7"x0.055x0.120SMB 17.3117.3116.9 17.3116.8116.4 15.5i15.0114.5114.4113.9113.3 13.5112.9112.3 12.6111.9111.3 2"
x 8" x 0.072 x 0.224 SM6 23.2122.9122.5 122.7122.3121.9 20.3119.9119.5 118.9118.5 j 18.0 1 17.7117.31 16.8 116.5116.01115.5 Column
Height Table (ft) Post/
Column Soacin (ft) 8
Wind
Speed Region (man) 100 1 110 1 120 1 130 140 I 150 Roof
Span (ft 10 130 1 50 10 1 30 1 50 10 1 30 1 50 10 1 30 1 50 10 1 30 50 10 1 30 1 50 2'
x 2' x 0.044 x 0.Q44 Hollow 4.6 1 2.2 1 - 14.4 1 1.5 1 - 3.8 j 1 3.4 1 - 3.0 1 - I - 2.6 1 1 2"
x 3" x 0.045 x 0.045 Hollow 6.6 i 5.6 ( 4.4 6.4 5.3 14.0 5.7 1 4.5 1 2.8 5.2 3.9 1 1.6 4.8 ( 3.3 1 - 4.4 12.6 1 - 2"
x 4" x 0.050 x 0.050 Hollow 8.5 1 7.9 17.2 8.3 1 7.6 1 6.9 7.4 1 6.7 1 5.8 6.9 6.0 5.1 6.4 1 5.5 1 4.4 5.9 14.9.1 3.6 2"
x 5" x 0.062 x 0.062 Hollow 11.5 j 10.7 9.7 11.21 10.31 9.3 10.01 9.0 1 7.9 9.3 8.1 1 6.9 8.6 1 7.4 6.0 8.0 1 6.6 1 4.9 2"
x4"x0.016x0.100SMe 10.3. 9.7 1 9.0 10.01 9.3 18.E 9.0! 8.21 7.4 8.3 1 7.51 6.6 7.71 6.9) 5.8 7.2 1 6.2 15.0 2"
x5"x0.050x0.116SM8 12,6112.1111.5 12.3111.7111.1 111.0110.41 9.7 10.21 9.51 8.8 9.518.81 8.0 8.818.017.1 2"
x6"x0.050x0.120SM6 15.1 14.5 114.1 14.7114.1113.6 13.2112.6112.0 12.2 11.E 10.9 11.4110.8110.0 10.61 9.9 19.1 2"
xT'x0.055x0.120SMS 16.6 16.1 115.6 16.2 15.7 115.2 14.5114.0113.4 13.4112.9112.3 12.6112.0 F11.3 11.7111.0110.3 2"
x 8" x 0.072 x 0.224 SMB 21.7121.3121.0 21.2120.8120.4 19.01 18.61 18.1 17.71 17.21 16.7 16.6116.1 115.5 15.4114.9 14.3 J
C
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3-16 _.
3. SCREEN ROOM - Aluminum Construction Design Guide - LRFD
Table 3.11 Maximum Spans for Screen Wall Girts w K-Bracing (feet), Exposure B
FBC Table 2002.4 Load Case A LNV=2 (worst case)
Design wind speed up to 130 mph with wind load of 25.6 psf.
Maximum spacin of girts = 7 feet o.c.
2" x 2" x 0.044" 7.89 feet
2" x 3" x 0.045" 10.28 feet
2" x 4" x 0.050" 12.84 feet
2" x 5" x 0.062" 17.38 feet
FBC Table 2002.4 Load Case A LIW=2 (worst case)
Cesian wind speed up to 150 mph with wind load of 33.6 psf.
Maximum spacin of girts = 7 feet o.c.
2" x 2" x 0.044" 6.88 feet
2" x 3" x 0.045" 8.97 feet
2" x 4" x 0.050" 11.20 feet
2" x 5" x 0.062" 15.17 feet
FBC Table 2002.4 Load Case A L/W=2 (worst case)
Cesign wind speed up to 130 mph with wind load of 25.6 psf.
Maximum vertical spacing of girts = 10 feet o.c.
r2" x 2" x 0.044" 6.60 feet
2" -x3- x 0.045" 8.60 feet 2"
x 4" x 0.050" 10.74 feet 2"
x 5" x 0.062" 14.54 feet FBC
Table 2002.4 Load Case A L W=2 (worst case) Design
wind speed up to 150 mph with wind load of 33.6 psf. Maximum
vertical soacinq of girts = 10 feet o.c. 2"
x 2" x 0.044" 5.76 feet 2"
x 3" x 0.045" 7.51 feet 2"
x 4" x 0.050" 9.37 feet 2"
x 5" x 0.062" 12.69 feet Z
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2. SCREEN ENCLOSURES- Aluminum Construction Design Guide - LRFD
2" x 2" PURLIN (10'-0" MAX.
BEAM STITCHING SCREW ® 24" O.C. PURLIN SPACING )
TYR. TOP AND BOTTOM OF
jEE TABLE 2.16 FOR FASTENER
1 " x 1 " x X6" BY 2" LONG ANGLE,
EACH SIDE (TYP.) OR EQUIVALENT
U RECEIVING CHANNEL
4) #8 x YZ" S.M.S., 2 SCREWS
EACH LEG (TYR.)
ROOF BEAM SEE TABLI_
2.1, 2.4, OR 2.r-
r.0 X 'LONGITi
TO SCRE',N
TYP. ALTERNATIVE)
I.;Q .AIL ; : i , ; ..=vrtLIN TO BEAM CONNECTION
1 " x 1 " x X6" BY 2" LONG ANGLE,
EACH SIDE (TYP.) OR EQUIVALENT
U" RECEIVING CHANNEL
4) #8 x 1Z" S.M.S., 2 SCREWS
EACH LEG (TYR.)
2" x 2" GIRT
i n'-0" MAX.GIRT/C!-IAIR RAIL (ZPACING)
2) — #10 x 1" LONG
S. INTO SCREW BOSSES
D. ALTERNATIVE)
iv .B. COLUMN OR HOLLOW POST
DETAIL 8: TYP. GIRT TO POST CONNECTION
1-1--1— I_l[ WAR:\(NC.:eliQi.,M nhnmmn.ie.,viel.lef 6S--wht I.....A IeW nmu doo DA(_;: 7_1 n11
3. SCREEN ROOM - Aluminum Construction Design Guide- LRFD
MIN. C—C SPACING (TYP.)
MN/POST (SEE TABLE 3.9 & 3.10)
THICK ANGLE EACH SIDE
SEE TABLE 3.16 — 3.17 FOR MIN.
SCREWS REQUIRED
0 (MAX.) CONCRETE ANCHOR,
2-%" MIN. EMBEDMENT (TYP.)
C NOTE: IF PAVERS ARE PRESENT,
MAINTAIN CONCRETE EMBEDMENTMIN. (TYP.)
SHOWN. PAVER DEPTH SHALL NOT SE
CONSIDERED AS PART OF EMBEDMENT.
A
DETAIL FI : COLUMN TO I=OUDNDATION
SEE TABLE 3.20 & 3.21)
NOTES:
1. ¢" 0 CONCRETE ANCHORS SHALL HAVE MINIMUM
ULTIMATE TENSION CAPACITY OF 2200 LBS. AND MINIMUM
ULTIMATE SHEAR CAPACITY OF 2800 LEIS.
S.M.S. WITH MIN. " EDGE DISTANCE
AND C-C SPACING (TYP.) SEE TABLE S.M.B. COLUMN OR HOLLOW POST
3.16 OR 3.17 FOR MIN. SIZE AND ;J" ANGLE, EACH SIDE (TYP.) QUANfTY OF SCREWS REQUIRED
OR EQUIVALENT "U" RECEIVING CHANNEL
g /
0 CONCRETE ANCHOR (TYP.)
r x 2" 08 SOLE PLATE
rum
4
Y4" 3 x 244" CONCRETE SCREW
MIN. (2)—;410 x 1' ANCHOR 9 24" O.C. (T(P.)
LONG S.M.S. INTO SCREW BOSSES (TYP.)
IF 1 x2 O.S. IS CONTINUOUS, PROVIDE (4) \
S.M.S. INTO COLUMN/POST SCREW BOSSES-- S.M.B. COLUMN OR HOLLOW POST
SECTION A -A ,,, , FT --I
EDGE OF
x 2" 08 SOLE PLATE
SECTION B-B
I
3. SCREEN ROOM = Aluminum Construction Design Guide - LRFD
A
a
v
1MN/POST (SEE TABLE 3.20 & 3.21)
2)—#1Ox112." S.M.S. INTO SCREW BOSS
FROM UPRIGHT (TYP. EACH END)
Y4" 0 CONCRETE SCREW ANCHOR,
1Y4" MIN. EMBEDMENT (TYP.)
J A.
1X" MIN. (TYP.) I ; NOTE: IF PAVERS ARE PRESENT,
MAINTAIN CONCRETE EMBEDMENT
SHOWN. PAVER DEPTH SHALL NOT BE
A CONSIDERED AS PART OF EMBEDMENT.
1
DETAIL F3: SIDE ALL COLUMN TO FOUDNDATION
SEE TABLE 3.21)
NOTES:
1. V 0 CONCRETE SCREW ANCHORS SHALL HAVE MINIMUM
ULTIMATE TENSION CAPACITY OF 800 LBS. AND MINIMUM
ULTIMATE SHEAR CAPACITY OF 1050 LBS.
S.M.B. COLUMN OR HOLLOW POST
Y4" 0 CONCRETE SCREW ANCHOR
e g W/ 1Y4" MIN. EMBEDMENT (TYP.)
x 2" 08 SOLE PLATE
IWO
Y4" 0 x 2Y4" CONCRETE SCREW
MIN. (2)-10 x i" ,ANCHCR 24" O.C. (TYP.)
LONG S.M.S. !NTO SCREW BOSSES (TYP.)
F 1x2 O.B. 1S CONTINUOUS, PROVIDE (4)
S.M.S. INTO COLUMN/POST SCREW 80SSE` S.M.S. CCLUfAN OR CLLOW POST
SECTION A -A
r
1 " x 2" CB SOLE PLATE
EDGE OF
SECTION 8-8
t tc C lv nvvin - Aluminum Lonstrucuon liesign Guide - LRFD
Table 3.19 Connection Detail # for Column to Foundation and Roof Beam to Host
Structure Wall(Combined Stresses from Uplift and Lateral Loads)
All Roofs / Exposure B / Mean Roof Hei ht Up to 15 Feet
Wind
Speed Distance from Beam to Beam
3.00 4.00 5.00 6.00 6.50 7.00 8.00 9.00
100 F1 F1 F1 F1 F1 F1 F1 F2
110 F1 F1 F1 F1 F1 F1 F1 F2
120 F1 F1 F1 F1 F1 F1
130 F1 F1 F1 F1 F1 F2 EF2F2F2
140 F1 F1 F1 F1 F2 F2 F2 F2
150 F1 F1 F1 F2 F2 F2 F2 F2
All Rccfs / Exposure B / Mean Roof HPirint tzrpatpr TP»n 1R cep. ...a „_ ._ I%n __
Hind
Speed Distance from Beam to Beam
3.00 4.00 5.00 6.00 6.50 7.00 8.00 9.00
EF2EF100F1F1F1 F2 NA
110 F1 F1
F2gAl
I F2 NA NA
120 F1 I F2 F2 NA NA NA
130 F2 F2 F2 NA NA NA
140 F2 F2 F2 NA NA NA
150 F2 I F2 NA NA I NA I NA NA NA
All Roofs / Exposure C / Mean Roof Height Uo to 15 Feet
Wind
Speed Distance from Beam to Beam
3.00 14.00 5.006. 6.50 7.00 8.00 9.00
100 F1 F1 F1 F1 F1 F1 F2 F2
110 F1 F1 F1 F1 F1 F2 F2 F2
120 F1 F1 F1 F1 F2 F2 F2 F2
130 F1 F1 F1 F2 F2 I F2 " F2 NA
140 I F1 F1 F2 F2 F2 F2 NA NA
150 F1 F2 F2 F2 F2 I NA NA I NA
All Roofs / Exposure C / Mean Roof Height Greater Than 15 Feet and uo to 30 Fps
Wind
Speed Distance from Beam to Beam
3.00 4.00 5.00 1 6.00 6.50 7.00 8.00 9.00
100 F1 F1 F1 F2 F2 F2 NA NA
110 F1 F1 F2 F2 F2 NA NA NA
120 F1 F2 F2 F2 NA NA NA NA
130 F2 F2 F2 NA NA NA NA NA
140 F2 F2 NA NA NA NA NA NA
150 F2 NA NA NA NA NA NA I NA
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Page 3-35
3. SCREEN ROOM - Aluminum Gonstruction Design GuideE LRFD
Table 3.20 Connection Detail #for Secondary Column to Foundation(Side Wall)
AllRoofs / Exposure 6 / Mean Roof Height Uo to 15 Feet
Wind
Speed Distance from Beam to Beam
3.00 4.00 5.00) 6.00 6.50 7.00 8.00 9.00
100 F3 F3 F3 F3 F3 F3 F3 F1110F3F3F3F3F3F3F3F1120F3F3F3``F3 F3 F3 F1 F1130F3F3F3F3F3F1F1F1140F3F3F3F1F1F1F1F1L150IF3F31, F3 F1 F1 ( F1 I F1 I r1 i
All Roofs i Exposure i3 / Mean Rcof Height Greater Than 15 Feetand un to 30 Feet
indFZoeed Distance from Beam to Beam I3.00 4.00 5.00 1 6.00 6.50 17.00 8.00k 9.00
i 100 F3 F3 I, F3 F1 F1 F1 F1 F1110IF3F3F3F1F1F1F1F1120F3jF3jF11F1 =1 r, I iF2130 Fa F1 F1 i , F F1 „
140 r=3 F1F2IF2150F1I F2F1F1F1F2F2F2F2
All Roofs / Exposure C / Mean Roof Height Uo to 15 Feet
Wind
Speed Distance from Beam to Beam
3.00 4.00 1 5.00 6.00 6.50 7.00 8.00 9.00
100 F3 F3 F3 F3 F3 1 F3 F3 1 F1110F3F3F3F3F3F3F1120F3F3F3F3F1F1F1F11301=3 F3 F3 F1 F1 ( F1 F1 F1140F3F3F3F1F1F1F1F1150F3r-3 F1 F1 F1 F1 F1 I F1
All Rcofs / Exposure C / Mean Roof Height Greater Than 15 Fp;zt and uo to .,0 t-F eet
Wind
Speed Distance from Seam to Beam 73.00 4.00 5.00 6.00 6.50 7.00 8.00 9.00
100 F3 F3 F1 F1 F1 F1 F1 F1110F3F1F1F1F1F1F2120F1F2F1F1- F1 F1 2 F2130F1F1F1F1F2
F2
F2 F2140F1F1F1F2F2F2F2
F2
NA150F1F1F2F2F2F2NANA
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