HomeMy WebLinkAbout426 Fairfield DrJ1 V CITY OF SANFORD
JMAY 1'6 2011 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Bx :
Application No: O Documented Construction Value:
Job Address: -i JPA i n -f:,,, -t C/ Historic District: Yes No
Parcel ID • '3 2- I °1 ' 3 / -"St 6 ' b 'A0 - ' 10,0 c) Zoning:
Description of Work: 14-7- _ 30 "`c e—
Plan Review Contact Person- c- NA(Cj Title: 0•1
Phone: 3 3 L• $ly6 Fax: -
771,
3 32-c)z 77 E-mail:
COLD
Property Owner Information
Name (YIOS vci •' iCPS Phone: v7- e/a S' . S`v z "
Street: L -!2L -el c/
City, State Zip: S^J1 F 1 3327
Resident of property?
Contractor Information
J4 cSr,,t cc.._. ps lr. Phone:
3 3z, 9-/d 6
Name Wt't
p
yr
Street: Imo 'vk 5 2vTsZ Fax: Vol- 3 3Z- v
00 / 3>7S-2- State License No.: IZ-e 4 0 6 6 r66
City, State Zip: r,: "
x, Architect/Engineer Information
Name:
J
t Phone:
Street: Fax:
City, St, Zip: E-mail: _
Bonding Company: Mortgage Lender:
Address:
j AU i:.i .
Building Permit
Square Footage: 0y
No. of Dwelling Units:
Address:
y .y ..1 n -t a'ti _ •,J.ltSl'/[..I i.l .:3 ,,T1S I,g r iR!
PERMIT INFORMATION .. StdS,le'r',kU :-'_ ";•,yam
Construction Type: ms+µNo. of
Stories: Flood
Zone: Electrical
Plumbing ' ' ' ` New Serv%ice No of AMPS: New Construction'= No. of
Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm E3 No. of
heads:
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 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 COM, HENCE -ENT.-
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 verification that I will notify the owner of the property of tfie requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right -to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
gnature of Owner/Agent Date
Owner/Agent is
Produced ID
Personally Known to Me or
Type of ID
APPROVALS: ZONING-AA_1,tk 50-IIUTILITIES:
COMMENTS:
Rev 11.08
gnature Con o Agents Date
4of d
Prinent's Na e
e
ign-State of Florida Date
ENGINE
6-17-11 FIRE:
nt80D,%_4WARY
YN E. CARTER -HILL
W-HSSION 0 DD726657IRIFS: Odabtrr 21, 2ollF. N Awy Discount An= Co.
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING: /
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Dave Maloney Firm: Affordable Screen & Patio
Address: P.O.Box 520752
City: Longwood State: FL Zip Code: 32752
Phone: 407-33-8106 Fax:407-332-0277 Email:tynman aol.com
Property Address: 426 Fairfield Dr
Property Owner: Mosudi Kisitu
Parcel identification Number: 32-19-31-516-000-1000
Phone Number: 407-405-4020 Email:
The reason for the flood plain determination is:
New structure Existing Structure (pre -2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above 8FE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076)
µOFFICIAL USE
ONLY Flood Zone: Base Flood Elevation: N.&, Datum:
rt FIRM Panel Number: 17-0 2.q,-4 ooQ0 F- Map Date: 9. 28 -o-
7 The referenced Flood Insurance Rate Map indicates the
following: The parcel is in the: floodplain
floodway A portion of the parcel is in the: floodplain
floodway The parcel is not in the:floodplain
floodway The structure is in the: floodplain
floodway The structure is not in the: []-frodplain
floodway If the subject property is determined to be flood zone `A', the best available information used
to determine the base flood elevation
is:
Sau Reviewed by:
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PAktPl;;L_ PI;'T.A L assD al
DAVIDJOHN60N;CFA,ASA
123 as
8 g 10 1 12 1
PROPERTY 92
APPRAISER 91
9e
16
SEMINOLE too 101102
II
DOUIN7Y FL
r1 k Z
18
89 103
1101-E. FItzST ST
BANFOIiD,FI-32 71-1468
17
r 83 TRACT 104 18
407- 7508 C 87 1 19 ad
88 108
85 107
VALUE SUMMARY
2011 2010
VALUES
Working Certified
GENERAL Value Method Cost/Market Cost/Market
Parcel Id: 32-19-31-516-0000-1000 Number of Buildings 1 1
Owner: KISITU MASUDI Depreciated Bldg Value $80,947 88,912
Mailing Address: 426 FAIRFIELD DR Depreciated EXFT Value $0 0
City,State,ZipCode: SANFORD FL 32771 Land Value (Market) $16,000 19,000
Property Address: 426 FAIRFIELD DR SANFORD 32771 Land Value Ag $0 0
Subdivision Name: CELERY LAKES PHASE 2
Just/Market Value $96,947 107,912
Tax District: S1-SANFORD
Adj $0 0
Exemptions: 00 -HOMESTEAD (2006)
HomessSaveOuurrHHomes Adj $0 0
Dor: 01 -SINGLE FAMILY
Amendment 1 Adj $0 0
Assessed Value (SOH) 1 $96,9471 107,912
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 96,947 $50,000 46,947
Amendment 1 adjustment is not applicable to school assessment) Schools 96,947 $25,000 71,947
City Sanford 96,947 $50,000 46,947
SJWM(Saint Johns Water Management) 1 96,947 $50,000$46,947
County Bonds 96,947 $50,000 46,947
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
2010 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified
2010 Tax Bill Amount: 1,358
QUIT CLAIM DEED 09/2005 05948 1685 $74,200 Improved No
2010 Certified Taxable Value and Taxes
SPECIAL WARRANTY DEED 04/2005 05692 0669 $149,400 Improved Yes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... IJ
LOT 0 0 1.000 16,000.00 $16,000 LOT 100 CELERY LAKES PHASE 2 PB 65 PGS 29 & 30
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost
New
Building 1 SINGLE FAMILY 2005 6 1,617 2,053 1,617 CB/STUCCO FINISH $80,947 83,451
Sketch
Appendage I Sqft GARAGE FINISHED / 415
Appendage / Sgft OPEN PORCH FINISHED/ 21
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base
Semi Finshed
Permits
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 years property tax will be based on Just/Market value.
littp://www.scpafl.org/web/re-web.seminole-count3title?parcel=32193151600001000&cpad=fairfield&cp... 4/18/201
i
AFFORDABLE $C EN & PATH 5 1 C.
www.affordables ' andpati ' com
1.
1d"
v a z`3a
Mailing Address:
P.O. Box 520752
7
O/3 54 y
Longwood, FL 32752
ic. #RX4501785
407) 332-8106 + #AS0000126
407) 332-0279 (Fax) #RX0066866
07- 10
HOMEOWNER S NAME rr
PHE No.
L4), b ab77
ADDRESS CITY STATE l I ZIP
DESCRIPTION OF WORK:
O— I
PL 410 C ke d
qu-TTt/,-
This proposal is good for thirty (30) c ays Ifrom Ithe
contract. When work is completed this docum
to: Affordable Screen & Patio, Inc. p f
The owner agrees to purchase, and the Contrac,
described above.
This sales agreement, and those terms a (d provisions p
agreement between the parties and t1jere are np to
and liabilities of the parties not specifically set forth t
Do not sign this agreement in blank, or before you ha\,
reverse side hereof in their entirety.
I/We have read the foregoin P, accept the terms and
a true copy hereof this 4h
1. 1 Day of AP2r
y C/ o
w•
e below Alen
will act as VOL
agrees to p
eo Type:
Ile-pan
i
1Beam
ttached:
as
Height
harco I -Grey
018/14 /200
eta[ olor:
White
Kickplate
Doors
Ga
Mans(
Windo s:
Type:
Glass
Vinyl
Acryli
Verfiical
TE ROS:
signed, this proposal becomes your
Ir invoice. Make check(s) payable
I
the labor, materials, and services
ed upon the reverse side hereof, constitute the complete
conditions, or other contingencies affecting the duties
in.
I
O BUYER
I
read it and the items and car
onditions se fo therein, and
201 ,
A-
14ions appearing on the
receipt of
THIS IN RUMENT PREPARED BY:
Address: o • OX 820'75 7
v w v %5z 3 2 LSENNOLEStateofFloriaNAIURALCHOICE
ti1111Nifi1 01111110 1110 IVIN ii Nflllliiltl<iN 111
1#A . 1
SEl INDI-E COUNTY
BK 07571 pg 1253; pg)
CLERK"S * 2011051183
RECORDED Gj/16/2011 01:40:5.M
RECORDING FEES 10.00
RECORDED BY 1 Eckenroth(ail)
NOTICE OF COMMENCEMENT
Permit Number 1' 1 50C) -Parcel ID Number (PID) 32- J cl' _31 616 — 00?.O -
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida Statutes, the following information is provided in this Notice of -Commencement.
DESCRIPTION OF PROnPEP.TY (Le al description of the property and street address if available)
L/2fG 470r4- tp;b i2 -32-771
GENERAL DESCRIPTION OF IMPROVEMENT. v c-/ ( k 3 D--c^
OWNER INFORMATION e
Name and address: rn os v
W2L PPdw 514
CONTRACTOR
Name and address:hv U
Lr v a va- 6 -.2025 -7- 2v25 -Z
P40 -L1 c.1
auC4, // S4%
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1)(b), Florida Statutes.
Name and address:
In addition to himself, Owner Designates. of
To receive a copy of the Lienors Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiraiion Date of Notice of Commencement:
The expiration date is 1 year from date of recording.unless'a different date is'specified.
WARNING TO OWNER: ANY. -PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS' UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE Orr /COUNTY OF 'SEMINOLE
OWNERS (GNAT OWNERS PRINTED NAME
NOTE: Per Florida Statute 713.1.6(1) (g), owner must sign...... and no one else may be permijtqd to sign in his or her stead."
The € re g instrument w s knowledged before me this day of ,t(_- , 20
by
t _
Who is pers ally known to meAmtf & person making st a nt
OR who has produced Identification type of identification produced
VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES.
UNDER PENALTIES OF'PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS WRy %PYARETRUETOTHEBUSTOFMYKNOWLEDGEANDRELIEF_
PURE OF NATURAL PERSON SIGNING ABOVE
SHARYN E. CARTER -HILL
MY coMM SSION a DD726657
op RES:OMober2l.2011
J-No'1'MY Fl Notary Dismw
tA.i.. Aacoc.Co. Notary Signature
MARYANNE MO' RSE
CLERK OF -CIRCUIT COURT
SEMINOLE COUNTY, FLORIDA
CLERK
16 2®11
Legend or Symbols and Abbreviations:
Boundary Line Brg. : Bearing
Cenledine Calc. : Calculated
2• _— : Right-of-way LineC.B. Concrete Block
Overhead LttililyLine Ch. Chord
Easement Line Conc.: Concrete
p : Central Angle Const.: Construction
ARC : Arc Length c/s : Concrete Slab
Blk. : Block Elev. : Elevation
Boundary Survey:
FNfl• P.h• TJAI L
CrAD 1-5-Z494
P, C. P. A -T P. C. ,
OFFICE
PT)
I CAa LS -z4-94/
4
M T # 0
IV
L
4
y 01 ^
rF
L7 $
e
D9AI/JA4 E / 4
Eo,senent-r 390 ,
CS , S1pe5) l
rL it 1% .10
EeS NTionrS P.•/%oosrd
Field Field Measurud
Fnd. : Found
Gov't.: Government
L.B. Licensed Bus ness
O.R. : Official Records
Pav't.: Pavement
P. C. Point of Curv(.
P.C.C.: Point of Coml ound Curve
2ErzoD=STEEL6ZErntFOIZC,/,f4 ROD
P.C.P.: Permanent Control Point
P. 1. 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
0__jr/F/_1) .QR_/VE
1.`=01z:,.P i.A.T :^A`Y'r _ :! , .",'i: - - -•:... is i.
M
foo,¢
c v, 3q SZ
P.T. Point of Tangency
R Radius
R.L.S.: Registered Land Surveyor
RM Right-of-way
Sec. Section
S/T Septic Tank
T.B.M.: Temporary Bench Mark
W/ With
a G.
1rTSR5
FN O. P. k. /t,/A I I-
C _r -A13 LS-Z49q-
P.C.14 A -r. P.C. --
X000• PLATE r/E[-D
j lAlL f
C.n P 3.73Co
P1:gS,.E tELD
U\FND'hn 1zEiLOD
1w i CAP G 5 24-94
WA rr: ,,
marer-
j T1C!-rY EA5EHEN7-
CITY Of SANFORD . BUILDINrl PLAN REVIEW
LANNi? DEVELOPMENT SERVES0
Q O -1 1_.0
r Rrrnu- zm-, -- l ilk v —
I' DATE y •a
standardssurveymeetstheminimumtechnicalstandards set forth by the Florida
ioNO2FI/yt TGE G'D/h/A/1/Yii/C•_ Board of Professional Land Surveyors in Chapter 61G17-6, Florida
A W E 0.,o c) t°
J N_I ej
I v
LL
C
0 al
DELTONA, FL Sta y E. Smith
O o
I Q C Oa r. p
REVISIONS: 'p a 9n '=
OILY Z/ 200Q- SES
Certificate Number 3736
F rs
t J W 0. •e ,
SCALE:F[ce rreoa xo LO ATio v ELE AT/ONS i ,
C U
ocradA-.,r 27Zoo AI
w o- Eor!
ships, reservations, restrictions and/or right-of-ways, if any, have been pro-
r d/VE/WAe61"
T
vided to this surveyor, except as shown. No underground installations or
n 1r1 F-. U
utilities have been located, except as shown.
00-j- 5 iEu
1 ti Mo
N O u of X .t'
W g h a? -, o
UQp2&
IS o A=b
ND.
SlSr
E>ZOO
Nom$
0.9' a
PG
T E
wl CAP LS z4-g4)-
44F/
E n 5.00
T £ P A -r 6 F/C
W] CAP LS -24q4
g
h 'A/orE5 N' a
ti c = n
O P,eo,oE',ery /lDO.2EsS
SANfO.eO , G(J,P /44 .
iP65/06NC6 A7.7yJC•NBQ %p E/T.e/L
141,gn e 5y3r—fir 1414r,5,R /19,5726,-
Lo[ivrEo /1/Fvx /i/oerNE',sr /,POOE,ery
F/VD.S i3 eE2oD
CAP Ls 04q4-
QP__
8 6 , (7'W
Ts
AAT S F t E4D
LOT /gyp, GELE2`/ LAKE. PHASE Z j A-51-/0D//S/<Mh!
ACCO2To//.lG T -o /`IAP IN PLz,,_T [3cDcok CcS PAGES 29 AND 90 j
PU8 LI c ,C EGO2D 5 OF SE!`9//\10LE- COL,hJ--r orz" /r,:,.l ,
CERTIFIED TO: I hereby certify that this map depicts a survey performed under my supervi-
sion, and is correct to the best of my knowledge and belief; and that this
standardssurveymeetstheminimumtechnicalstandards set forth by the Florida
ioNO2FI/yt TGEG'D/h/A/1/Yii/C•_ Board of Professional Land Surveyors in Chapter 61G17-6, Florida
Administrative Code, pursuant to Section 472.027, Florida Statutes.
SMITH DRAFTING SURVEYING, INC.
414-8. N. SPRING GARDEN AVE.
DELAND, FL 32720 DELTONA, FL Sta y E. Smith
386) 734-7047 386) 789-2855 Florl egistered Land Surveyor
DRAWN BY: C J 00,V IA -r -A REVISIONS: 'p a 9n '=
OILY Z/ 200Q- SES
Certificate Number 3736
CREW CHIEF: M.D. 1_1TW!N1EG YTAKE 6aND6 Hov3E Dei; 7,zo04 MD
NOT VALID UNLESS SEAS. IS EMBOSSED
SCALE:F[ce rreoa xo LO ATio v ELE AT/ONS i ,
Note: No instruments of record reflecting easements, limitations, owner - ocradA-.,r 27Zoo AI
DATE:
oc 'j, ESE /oi s - ships, reservations, restrictions and/or right-of-ways, if any, have been pro-
r d/VE/WAe61" zoos 4,neo j vided to this surveyor, except as shown. No underground installations or
WO n CD - 7 3R? - 0 4' utilities have been located, except as shown.
g f5 dv
fav''
S
W _
93 tr 4P P
c-r is ifs ' \ ;
t ,
I I I
I
e /S
js y i5 l5s/ is y jG /s G•
N
0
0
V
m
a
0
0
I
ROOF PANEL SPAN (FOR FASCIA ATTACHMENT) HOUSE ROOF
iOVERHANGi
REFER TO BOTH ROOF PANEL
ROOF PANELS PER
FASTENING AND EDGE BEAM
TABLE 201
CONNECTION DETAILS SLOPE C6
T--- -rlrEDGEBEAMROOFPANEL
REFER TO TABLE 202) __= _CONNECTION (SEE
ROOF DETAILS) II
2X2 HOLLOW ((PICAL I I
OVERHANG I11 I
a (2'-6" I
SIDE WALL DER) ,
MAX.) I ROOF PANEL CL R SPAN (WALL ATUACHMENT)
z
REFER TO TABLE 203 11 11
1
C4 -
FOR POST DESIGN I I
I I C
CHAIR RAIL OR KICKPLATE RAIL] I I
36" DOO
Lu t I
C1- :FOUNDATION I
INCIDENTAL II C7 C3
F" DETAILS j r -To-DrSTGN)-- J I
I it II I
I ----------------I I-------------I-
L--4------------------------------------i
TYPICAL.(SHED TYPE) SCREEN ROOM SECTION / SIDE VIE 97
FOR ALLOWABLE SPANS, REFER TO:
TABLE 201 FOR ROOF PANEL SPANS
TABLE 202 FOR EDGE BEAMS
TABLE 203 FOR POST SPANS
TABLE 204 FOR GIRT SPANS
1) ROOF MAY BE CONNECTED TO WALL OR FASICA PER DETAILS
2) MINIMUM ROOF SLOPE (FALL) 1/2" IN 12" FOR INDUSTRY STANDARD
3" RISER PANELS AND 1/4" IN 12" FOR COMPOSITE PANELS
3) ALLOWABLE AVERAGE HEIGHT OF ROOM 7'- 0" (MIN.)
m
Ii
3 /
7 b
F-
X
W V)
O /
rt
m
N
En
C-)
CD
CD
0
0
cn
RIDGE
Chapter 2 - Screen Rooms
CLEAR SPAN / GABLE RIDGE BEAM
SELECT FROM TABLE 202 OR 208
GABLE RIDGE BEAM
4- 4'-'
7 j I 7TTT'T/-/—/—j—/-77 777
n. l////////////////////////////////////////
K+/
0gCOMPOS PfE/fiN/FL t00f'////// riiii i / / / /iiiii
BEAM
a
WALL HEADER
30% OF i I I &
EDGE BEAM
LOWAB Ei II
II I
SPAN) ;_ REFER TO TABLE 203 I
I I I
FOR POST SELECTION I I
I
C4C8 I
36" DOOR
I I I
J LOCATION L _ CHAIR RAIL (2X2) _ I
1 NCIDENTAL (-----__ --
i TO DESIGN) I I —
ii
C5 II II
I I I-------- I I
I L JqCKPLATE RAIL12X2)
SOLID4(ICKPI TE///// I
1 / I //SOLIDKIPLATE//// i I(
1" X 2" OB SOLE
TYPICAL SIDE VIEW / SECTION FOR GABLE [TYPE] SCREEN ROOM .
FOR ALLOWABLE SPANS, REFER TO:
TABLE 201 FOR ROOF PANEL SPANS
TABLE 202 FOR EDGE BEAMS
TABLE 203 FOR POST SPANS
TABLE 204 FOR GIRT SPANS
1) KICKPLATE AND CHAIR RAIL OPTIONAL, BUT MAXIMUM
VERTICAL DISTANCE BETWEEN HORIZONTALS '84"
2) MINIMUM ROOF SLOPE (FALL) 1/2" PER FOOT FOR 3"
RISER PANELS AND 1/4" PER FOOT FOR COMPOSITE PANELS
3) ALLOWABLE AVERAGE INTERIOR HEIGHT OF ROOM 84"
4) FOUNDATION PER "F" DETAILS, TABLES 205 / 206
Page 2 - 5 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Fditinn) 1 n
Chapter 2 - Screen Rooms
2: ;{ ill 1X3 Sole Plate may not be
used with 2X4 Posts
2X4 Post / Column
3" 2" I
I 2"X2"Xi/8" Angle 2" Long
I ; 4 Each #14 SMS into post web
0;0 2"X2"Xi/8" Angle 2" Long
0'Q
1X2 OB Sole Plate
4 Concrete Expansion And/i' Embedment
YJ wx ors ma to
Section Side Elevation / 2X4 Post C2
When 1X3 OB Sole Plate is substituted:
use 3" long angle on sole plate and2" 5" !
2" long angle on foundation
3" 3" 2X5 SMB Post / Column
2"X2"XI/8" Angle 2" Long
4 Each #14 SMS into post web
2"X2"X1/8" Angle 3" Long
1X2 OB Sole Plate
4 Concrete Expansion Anchors 1/4"0 X 21/2" Embedment
3/8" 0 Anchors may be substituted)
Section Side Elevation 2X5 Post C2
EMBEDMENT SHOWN IS 21/2" TO ACCOMODATE 3112'
2
PATIO SLAB, ANCHORS MAY BE EMBEDDED TO A
DEPTH OF 80% OF CONCRETE DEPTH
V b- —2X6 SMB Post/ Column
3-3/4" 4 Each #14 SMS into post web (each side)
when 1X3 Sole plate is utilized,
adjust angle lengths accordingly)
2"X2"Xi/8" Angle 2" Long
2"X2"Xi/8" Angle 4" Long
1X2 OB Sole Plate
lV °• •.. is • •,
4 Concrete Expansion Anchors 1/4"0 X 21/2" Embedment
3/8" 0 Anchors may be substituted)
Section Side Elevation 2X6 Post C2
2
Column Selected
From Table 102 I Concrete Expansion Anchors
1
o_ by 21/2" Embedment
S
T
i/ 2" X 2" X 1/8"
E
I ! Angles
1X3 OB Sole Plate
iV c%i Face of Screen Wall
Plan View Section w 1X3 Sole Plate C2
Typical C2 Post/Column at Foundation 2
Column Selected
71
From Table 102
Concrete Expansion Anchors
by 21/2" Embedmentor - —o - -o— — - — 2" X 2" X 1/8"
Angles
E a• i
o • y ; • — 1X2 OB Sole Plate
m Face of Screen WallN '
Edge of Foundation
Plan View=Section w 1X2 Sole Plate C2
Typical C2 Post/Column at Foundation 2
EMBEDMENT SHOWN IS 21/2" TO ACCOMODATE 3111'
PATIO SLAB, ANCHORS MAY BE EMBEDDED TO A
DEPTH OF 80% OF CONCRETE DEPTH
T, " 7" 2X7 SMB Post/ Column
3" 3-3/4" 4 Each #14 SMS into post web (each side)
I (when 1X3 Sole plate Is utilized,
adjust angle lengths accordingly)
2 X2"Xi/8" Angle 2" Long
0 ® /— 2"X2"X1/8" Angle 4" Long
rr
I0 1 O
1X2 OB Sole Plate
4 Concrete Expansion Anchors 1/4"0 X 21/z' Embedment
3/8" 0 Anchors may be substituted)
Section / Side Elevation / 2X7 SMB Post C2
2X7 SMB Connection Detail C1 also applies to larger columns
maintain required component sizes and fastener spacings)
DETAIL C2 SHOWS THE FOUNDATION CONNECTIONS FOR
VARIOUS DEPTH COLUMNS (POSTS/UPRIGHTS). COLUMNS
POSTS/UPRIGHTS) MUST NOT EXCEED ALLOWABLE SPANS
IN TABLE 203. NUMBER IN PARENTHESIS IN TABLE 203
INDICATES THE APPROPRIATE LOAD CONDITION AND
CONNECTION DETAIL (Cl OR C2). FOR CARRIER BEAMS
SUPPORT CONNECTIONS, REFER TO TABLE 212.
Page 2 -11 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 2 - Screen Rooms
1" X 2" OB @ PERIMETER
NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST
AND 1/4"0 X 21/4" LONG CONCRETE SCREWS INTO
CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT
TYPICAL)/ SPACING 24" O.C. AND WITHIN 6" OF EACH
PERPENDICULAR MEMBER
1" X 1" X 1/16" ANGLES 2" LONG WITH 248 X 1/2" LONG
S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM)
I
1" X 2" OB @ PERIMETER
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" EMBEDMENT MINIMUM.)
REFER TO NOTE #1- THIS SHEET
HOST'& U9,, ORELEMENTS.:': a
a
d•
4A.-
CONNECTION
d
CONNECTION WITH CONCEALED FASTENERS
ARTIAL ELEVATIONS / 1" X 2" TO 1" X 2" CONNECTIONS C3
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
19
Chapter Z - Screen Kooms
1 X 2 OB @ PERIMETER
FASTEN PER NOTE #1
2" X 2" HOLLOW
F— HORIZONTAL (GIRT)
I '
1" X 1" X 1/8" ANGLES _
LENGTH OF GIRT DEPTH
LESS 1/2") WITH
2- #8 X, 1/2" LONG S.M.S.
AT EACH LEG. (TYPICAL
TOP & BOTTOM)
c
CONNECTION W/ EXPOSED FASTENERS
1 X 2 OB @ PERIMETER
FASTEN PER NOTE #1
GIRT (DETERMINED
BY TABLE)
1 X 2 OB @ PERIMETER
FASTEN PER NOTE #1
I" X 2-1/4" X 1/8"
RECEIVING CHANNEL
POST / COLUMN
NOTE #1; USE 1/4"0 X 3" LONG
LAGS INTO WOOD HOST AND
1/4"0 X 21/4" LONG CONCRETE
SCREWS INTO CONCRETE OR
MASONRY CONSTRUCTION (1"
EMBEDMENT TYPICAL) SPACING
24" O.C. AND WITHIN 4" OF EACH
PERPENDICULAR MEMBER
I 2- # 10 S.M.S. FROM INSIDE FACE
OF 1 X 2 OB INTO SCREW SPLINES
OF HOLLOW GIRT (1". EMBEDMENT
MINIMUM.)
PARTIAL ELEVATIONS / 2 X 2 GIRT TO I X 2 CONNECTIONS
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
2
Chapter 2 - Screen Rooms
ROOF PANELS (SELECT"
PER TABLE 201)
7777=7 777777 7j 7 7
i iiiiiiii iii iiii i
2" X 2" X.046"
CONTINUOUS
HOLLOW POST
4)410 X 4"
S.M.S. INTO
SCREW BOSSES
HOLLOW POSTS W/ 2" X 2" HEADER
ROOF PANELS (SELECT
lPERTABLE201)
4)-#10 X 4"
2" X 2" X.046" S.M.S. INTO
SCREW BOSSES
SELF -MATING POST--
LF -MATING POSTS W/ 2X2 HEADE
POSTS TO SIDE WALL HEADER CONNECTIONS C6
PARTIAL ELEVATIONS @ WALL FACE) 2
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 2 - Screen Rooms
COMPOSITE ROOF PANEL
REFER TO TABLE 201)
RECEIVING CHANNEL WITH
14 X 3/4" S.M.S. @ 10" O.C.
TOP AND BOTTOM
t•
S•
19
a
FASTEN TO FASCIA WITH
4"0 X 21/2" LAGS 12" ON CENTER
ALONG HEADER
NOTE: FASCIA MUST BE 2" NOMINAL,
i" NOMINAL FASCIA MAY BE -
a,
EXISTING MASONRY
OR WOOD FRAMED
HOST STRUCTURE
PERIMETER WALL
WHERE PROXIMITY OF HOST EAVE PROHIBITS
INSTALLATION OF FASTENER INTO TOP OF PANEL,
FASTEN PANELS @ BOTTOM W/ 6 EACH #14 SMS
PER PANEL (THIS APPLIES ONLY TO MAXIMUM
ROOF PANEL SPAN OF 12' AND A ROOF HEIGHTEXISTINGFASCIA--- ; OF 8, ALL -OTHER APPLICATIONS REQUIRE SITE
SPECIFIC ENGINEERING)
d
EXISTING MASONRY OR
0 0 0 0 WOOD FRAMED HOST
O o O O p 0, STRUCTURE PERIMETER WALL
14 SMS 10" ON CENTER EXTRUDED OR MINIMUM .040 THICKNESSTHRURECEIVINGCHANNELROOFHEADER (A.K.A. RECEIVING CHANNEL) INTO PANEL TOP AND BOTTOM WITH 1/4110 X 21/z" LONG LAG SCREWS FOR
LUMBER HOST 1 PER STUD -.3/8"0 X 2/z"
COMPOSITE ROOF PANELCONNECTION TO HOST WALL
LONG MASONRY SCREWS FOR MASONRY
HOST @ 16" O.C.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Editinn) 1 n
Chapter 2 - Screen Rooms
Allowable Roof Panel Spans for Screen Rooms (Type II) Table 201
Table 201a & b 100 sac 110 MPH Wind Zone Exposure B
Design Panel/Skin Thickness
Industry Standard Products Load (pso 0.024 0.032
3" Standing Seam (Riser) by 5 Rib 22.9 7'0' 101-0;;
3" Composite (1 Ib EPS Core X Skin Thickness) 22.1 101-
91112 -8
a
4" Composite (1 Ib EPS Core X Skin Thickness) 22.1 11'-11" 14'-1"
5" Composite (1 Ib EPS Core X Skin Thickness) 22.1 13'-0" 14'-8"
6" Composite (1 Ib EPS Core X Skin Thickness) 22.1 14'-1" 15'-4"
3" Composite (2 Ib EPS Core X Skin Thickness) 22.1 12'-8" 13'-9"
4" Composite (2 Ib EPS Core X Skin Thickness) 22.1 14'-1"
5" Composite (2 Ib EPS Core X Skin Thickness) 22.1 14'-8" 16'-2"
6" Composite (2 Ib EPS Core X Skin Thickness) 22.1 15'-4" 17'-3"
Table 201c 120 MPH Wind Zone Exposure B
Design Panel Skin Thickness
Industry Standard Products Load (ps 0.024 0.032
3" Standing Seam (Riser) by 5 Rib 27.3 6'-5" 9'_211
3" Composite (1 Ib EPS Core X Skin Thickness) 26.3 10'-
4" Composite (1 Ib EPS Core X Skin Thickness) 26.3 11'-3" 13'-3"
5" Composite (1 Ib EPS Core X Skin Thickness) 26.3 12'-3" 13'-10"
6" Composite (1 Ib EPS Core X Skin Thickness) 26.3 13'-4" 14'-5"
3" Composite (2 Ib EPS Core X Skin Thickness) 26.3 11'-11" 12'-11"
4" Composite (2 Ib EPS Core X Skin Thickness) 26.3 13'-3" 14'-3"
5" Composite (2 Ib EPS Core X Skin Thickness) 26.3 13'-10" 15'-3"
6" Composite (21b EPS Core X Skin Thickness) 26.3 14'-5" 16T -4 -
Page 2 - 45 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Frlitinn) 1 0
Chapter 2 - Screen Rooms
ALLOWABLE SPAW for Primary Members 1n Screen Walls (Posts/Columns)
T-3"(1)
4 6
4'41"(1)
5-0
4'-8"(1)
T-6"
4'-5"(1)
6'-0"
4'-3"(1)
Wind Zone = 110 MPH Applied Unit Load =
6'-4"(1)
13.0 PSF
Table 203a&b
Exposure B
7'-11"(1)
8'-11"(1)
7'-6"(1)
8'-5"(1)
Load Widths or Spacing
6'4"(1)
T-7"(1)
6-6"(1)
7-4"(1)
6-3"(1)
7'-0"(1)
2" X 4" X 0.05" X 0.05° Snap
2" X 51 X0,0501, k50144oXow
7m"X0.046"X0.10"
9'-11"(1)
9' 3"(1)
Post/ Column 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7-0" 7'-6"
6'-6"(i)
2'X 2"X 0.046"X 0.046" Hollow 5'-7"(1) 5'-3"(1) 5'-0'(1) 4'-911) 4'-7"(1) 4'-5"(1) 4'-3"(1)--
X7'-O"(1)
T-6"(1)
2"X6"X0.05"X0.12" SMB
2" X 3" X 0.05" X 0.05" Hollow T-11"(1) 7'-6"(1) 7'-1"(1) 6'-9"(1) 6'-6"(1) 6'-3"(1) 6'-0"(1)
2"
11'-1"(1) 10'-6"(1)
X 3" X 0.05" X 0.05" Snap 8'-6"(1) 8'-0"(1)7'-8"(1)
2"XBX.072"X0.224" SMB
T-3"(1) 6'-11"(1) 6'-8"(1) 6'-5"(1)
2"
17'- 6'(2)
76-9"(1)
X 4"X 0.050" X 0.050" Hollow 9'-7"(1) 9'-1"(1) 8'-7"(1) 8'-2"(1) 7'-10"(1) 7'-6°(1) 7'-3"(1)
33'-7"(2) 31'-8"(2)
2" X 4" X 0.05" X 0.05" Snap 10'-711) 10'-0"(1) 9'-6"(1) 9'-1"(1) 8'41(1) 8'-4"(1) 8'-0"(1) 7'-9"(1)
7'-7"(1)
2" X 5" X 0.050" X 0.050" Hollow 9'-11"(1) 9'-4"(1) 8'-11"(1) 8'-6"(1) 1"(1) 7'40"(1) 7'-6"(1) 7'-3"(1) 7'4"(1) 2"X4"X0.046"X0.10" SMB 8'-3"(1) 7'-9"(1) 7-4"(1) 7-0"(1) 6'-9"(1) 6'-5"(1)
2"X5"X0.05"X0.116" SMB 10'-3"(1) 9'-81(1) T-2"(1) 8'-9"(1) 8'-4"(1) 8'-0"(1)
2'N 6"X0. 05"X 0. 12" SMB 11'-7"(1) 10'-11"(1) 10'-4"(1)
11'4"(1)
9'-10"(1)
2"X7"X0,055"X0.12" SMB 12' 8"(1) il'-11"(1) 101-10"(1) 10'-4"(1) 9'-11"(1) 9'-7"(1) 9'-3"(1)
2'708X.072"X0.224" SMB 23'-0"(1) 21'-9"(2) 20'-7"(2) 19' B"(2) 16' 10"(2) 18'-1"(2) 777T(2) 16'-10"(2) 16-3"(2) 2"X9"X,082"X.306" SMB 29'-10"(2) 28'-2 (2) 26'-9"(2) 25'-6"(2) 24'-5"(2) 23'-5"(2) 22'-7"(2) 21'-10"(2) 21'-1"(2) 2"X10"X.092'7(.389" SMB 36'-1"(2) 34'-0"(2) 32'-3"(2) 30'-9"(2) 29'-5"(2) 28'-4"(2) 27'-3"(2) 26'-4"(2) 25'-6"(2) 3" X 3" X 0.090" Hollow 9'-11"(1) 9'-4"(1) 8' 8'41(1) 1"(1) 7'40"(1) T-6"(1) T-3"(1) 7'-0"(1) 3" X 3" X 0.125" Hollow 13'•4"(1) 12'-7"(1) 10'-6,(I) 10' 1"(1) 9) 9--5"(l)
Note: 3x3 posts require the addition of a screen retention members on two sides
ALLOWABLE SPANS for Primary Members in Screen Walls (Posts/ Columns)
Wind Zone = 120 MPH Applied Unit Load = 15.0 PSF Exposure B
Table 203c
Load Widths or Spacing
Post/ Column
2!'X2" X 0.046"X 0.046" Hollow T-3"(1)
4 6
4'41"(1)
5-0
4'-8"(1)
T-6"
4'-5"(1)
6'-0"
4'-3"(1)
6--6- 6"
2"X
4'-11.(1)
2" X 3" X 0.05" X 0.05" Hollow 7-5"(1) 6'41"(1) 6'-7"(1) 6'-4"(1) 6'-0"(1) 5'-10"(1)
2" X 3" X 0.05" X 0.05" Snap
2" X 4" X 0.050" X 0.050" Hollow
7'-11"(1)
8'-11"(1)
7'-6"(1)
8'-5"(1)
7'-i"(1)
7'-it"(1)
6'4"(1)
T-7"(1)
6-6"(1)
7-4"(1)
6-3"(1)
7'-0"(1)
2" X 4" X 0.05" X 0.05° Snap
2" X 51 X0,0501, k50144oXow
7m"X0.046"X0.10"
9'-11"(1)
9' 3"(1)
9'-4"(1)
8' 9"(1)
8'-1011(1)
6'- " 1
8'-5"(1)
7'41"(1) T-7"(1) 7-3"(1)
S 7'-8"(1) T-3"(1) 6-101-(1) 6'-6"(i) 6'-3"(1) 6'-0"(1)
5"X0.116" SMB 9,-6.(1) 8,-1 1.,(1) 1) 8'-1"(1) 7'-9"(1) T-6"(1)
2"X6"X0.05"X0.12" SMB 10'-9"(1) 10'-2"(1) 9'-8"(1) 9'-2"(1) 8'-9"(1) 8'-5"(1)
2"X7"X0.055"X0.12" SMB 11'-9"(1) 11'-1"(1) 10'-6"(1) 10'-1"(1) 9'-7"(1) 9'-3"(1)
2"XBX.072"X0.224" SMB 21 '-5"(2) 20' -3"(2) 19'-2"(2) 18'-3"(2) 17'- 6'(2) 16'-10"(2)
2'M'X.082X.306" SMB 27'-10"(2) 26-3"(2) 24'-10"(2) 23'-8"(2) 22'-8"(2) 21'-10"(2)
2"X10"X.092"X.389"SMB 33'-7"(2) 31'-8"(2) 30'-0"(2) 28'-8"(2) 27'-5"(2) 26'•4"(2)
3" X 3" X 0.090" Hollow 9' 3"(1) 8' 9"(1) 8'-3"(1) 7-it"(1) 7'-7"(1) T-3"(1)
3" X 3" X 0.125" Hollow 12' S"(1) il'-9"(i) 11'-1"(1)
Note: 3x3 posts require the addition of a screen retention members on two sides
7-0" 7'-6" 8'-0"
T-10"(1)
T-3"(1) 6'41"(1)
6'-11"(1)
6'-0"(1) 5'-10"(1) 5'-7"(1)
T-6"(1) T-3"(1) 6'41"(1)
6'-11"(1) 6'4"(1) 6-6"(1)
5'-7"(1) 5'-S"(1)
T-2"(1)
8'-2"(1)
8'-11"(1)
6'-11"(1)
T-10"(1)
8'-7"(1)
6-9"(1)
T-7"(1)
8'-4"(1)
16'-2"(2) 15'-8"(2) 15'-2"(2)
21'-0"(2) 20'-4"(2) 19'-8"(2)
25'-5"(2) 24'-6"(2) 23'-9"(2)
6-11"(1)
9'-5"(1)
Page 2 - 51 I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Page 2 - 53 I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND ARFAS (,)nm arm+;,,.,N ,
nvr
unapzer L - 5creen Rooms
ALLOWABLE SPANS for SECONDARY SCREEN WALL MEMBERS
GIRTS OR CHAIR RAILS)
Table 204
FOR 100&110 mph Wind ZonesMaximumVerticalSpacing7fto.c:) Table 204a&b
Unit Load = 13 lbs/sgft
Load Width S acin
Extrusion 4'4" T-6" 51.0'- 5'_6"- 6'_0" 6'_6" 7,_W
2X2X.046 Hollow 5'-4" 5'-1" 4'-10" 4'-7" 4'-5" 41-31'
2X3X.050 Hollow 7'-11" 7'-6" T-1" 6'-9" 6-6" 6'-3"
40_1.f
2X4X.05" 10'-2" 9'-7" 9'-1" 8181,
8'-3" 7'-11"
6'-0"
7'_8..
2X3X.072" g'_1" 81-7" 8'-1" 7'-9" 7'-5" 7'-1" 6'-10..
FOR 120 mph Wind Zone
Maximum Vertical Spacing 7 ft o.c,)
Table 204c
Unit Load 15 lbs/sgft
Load Width IS acin
6" 5'-6" 6'-0"
2X2X, 046 Hollow 11 II4-9. 4 -6II 4-3II 4-111 3 -11"
t6'
11
2X3X.050 Hollow 7'-5" 6'-11" 6'-7" 6'-4" 6'-0" 5'-10"-7"
9
5" 19 -5 5" g'-1" 71-811
7._5.1 2"
2X3X.072" 8'-5" 7'-11" 7'-7" 7'-2" 6'-11" 6'-7"_Y
FOR 130 mph Wind Zone
Maximum Vertical Spacing 7 ft o.c.) Table 2044
Unit Load =18 lbs/sgft
Load Width S acin
Extrusion 4'_0" 4'_6" 5'_0„ T-6" 6'-0" 6' 6" 7'-0"
2X2X.046 Hollow 4'-7" • 4'-4" 4'-1" 3'-11" 3'-9" 3'_7"
2X3X.050 Hollow 6'-9" 6'-4" 6'-0" 5'-9" 5'-6" 5'-4"
3'_5..
2X4X.05" 8'-7"
2X3X.072"
8'-1" 7'-g" 7'-4" 7'-p" 6'-g" 6. 6..
T-8" 7'-3" 6'-11" 6'-7" 6'-3" 6; -0 - 0"
FaORFOR140 mph Wind Zone
Maximum Vertical Spacing 7 ft o,c.) Table 204e
Unit Load = 21 lbs/sgft
Load Width S acin
Extrusion 4'-0" 4'-6" 1 5'-0" 5'-6" 6'-0" 6'-611 71.011
2X2X.046 Hollow 4'-3" 3'-11" 3'-9" 3'-7" 3'-5" 3'_4"
2X3X.050 Hollow 6'-3" 5' 5'-7" 5'-4" 5'-1"
3'-211
4'-11" 4'-9"
2X4X.05" 7'-11" 7'-6" 7'-2" 6'-10" 6'-6" 6'-311 6.0-1
2X3X.072" 7'-2" 6'-9" 6'-5" 6'-1" 5'-10" T-7" 5--5--
Page 2 - 53 I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND ARFAS (,)nm arm+;,,.,N ,
nvr