HomeMy WebLinkAbout115 Lake Ada Cir (2)RECEIVED
7 2006FEg2
CITY OF SANFORD PERMIT APPLICATION
Permit # : oy—
t'
ceo'S
Q
Date:
Job address: I kb 1-•i t1 l. T1 Qacc, l i 1 21-7,9j
Description of Work.44WK)NVM Jct1fr Qaonn v xrrr Y1+r11t /r ex r ON ccxurltir CvHcowif
Historic District: Zoning: Value of Work: $ 7400 • 00
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
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 or Commercial _
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for oth; tr -`San X)
2 /,
Parcel #: 11'aV 3o — a O0 00 (Attach Proof of Ownership & Legal Description)
Owners Name &
Phone: W1_L
Contractor Name & Address: t. XTET Ili'( 17% 11 IjD )MI I Q LA \l I Lsuj 0 1 X lz" I t t 1-It A l
L , State License Number:
Phone & Fax: - Contact Person: Phone:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:, ^ U t l(J Phone:'6g(D"!(p%' 417LI
Address: Fax:
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 ;nor to rite
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: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable law.- regnJaring
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PA YIPIG
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 m#y be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
notify the owner of the property of the requirements o Florida Lien Law, FS 713. - j
W /p jwWDaterSinatureofContractor/ nt Date
lcHAP_b
P
btontractor/
Agent's e
1 acDSignature of N ry- to c of Florida to Q,
Own.,cAgent is _Personally Known to Me or duced
ID F.D.L- Initial &
Speciai
Conditions: C
ontracto Agent is Personally Known to Me or rr
duccd ID 77
o
Wt tilities: FD:nitial & (
Initial & Date) (Inf :A & 1
00
Seminole County Property Appraiser vet Information by Parcel Number Page 1 of 1
r
31 1 .1-1
151 31 (
IJAVID JOHNSON, CFA, ASA tat +
PROPERTY
3)122
1013) 1«
t,
12? 1211
y
APPRAISER
13)
SEMINOLE COUNTY FL
t 101 E. FIRST 5T tlj 1n3
SAW:ORD, FL32771-1468
a7 110 111407-665-7E'415
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 11-20-30-512-0000-1050
Number of Buildings: 1
Owner: ARANZA NANCY M &
Depreciated Bldg Value: $81,747
Own/Addr: EMERY FARRELL
Value: $0DepreciatedEXFT
Mailing Address: 115 LAKE ADA CIR Land Value (Market): $20,0 0
City,State,ZipCode: SANFORD FL 32773 Land Value $ 0
Property Address: 115 LAKE ADA CIR SANFORD 32773 Just/MarketValue: $101,747Value:
Subdivision Name: HIDDEN LAKE PH 3 UNIT 5
Assessed Value (SOH): $80,211
Tax District: S1-SANFORD
Exempt Value: $25,000
Exemptions: 00-HOMESTEAD
Taxable Value. $55,211
Dor: 01-SINGLE FAMILY
Tax Estimator
SALES
Deed Date Book Page Amount Vac/imp Qualified
QUIT CLAIM DEED 0612004 05395 0620 $100 Improved Na 2005 VALUE SUMMARY
Q'J:T CLAIM DEED 10/2001 04202 0171 $36,200 Improved No Tax Value(without SOH): $1,540 s
WARRANTY DEED 09/1998 03509 1385 $74,000 Improved Yes 2005 Tax Bill Amount: $1.0E 5
WARRANTY DEED OS/1998 03509 1384 $100 Improved No Save Our Homes (SOH) Savings: S435
SPECIAL 0911989 02105 0934 $52,900 Improved Yes
2005 Taxable Valr.iw $52,875
WARRANTY DEED DOES NOT INCLUDE NON -AD VALOREM'
I WARRANTY DEED 01/1989 02033 1504 $600,000 Improved No ASSESSMENTS i
WARRANTY DEED 03/1985 01624 1280 $63,500 Improved Yes If
rind Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess
Frontage Depth
Land Unit Land PLATS: Pic!•:. .
Method Units Price Value
LEG LOT 105 HIDDENLAKE PH. 3 UNIT a PB 0
0 1.000 20,000.00 $20,000 29 PGS 40 & 41 BUILDING
INFORMATION Bid
Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est
Cost Mini
New i 1
SINGLE
1985
6 1,214 1,5321 1,21 4 CU JC $8-, 747 $88,855 FAMILY
81-CCK Appendage /
wgft GARAGE FIN{SHED 1264 Appendage /
Sgft OPEN PORCH FINISHED / 55 NOTE:
Appendage Codas included in Living Area; Base, Upper Story Ease, Upper Sexy Finished, Apartment, F-nrlosed Pores
Finished, Base Semi Finshed OTE:
Assessed values shown are NOT certified values and therethm are subject to change belong being finalized for ad r:
forem tax purposes if
ou recently purchased a hormsteadedprnperty your next ear's prapefty,ax will Do based oo JusUMatket value. attp://,
vwNv.scpat1.0 g/pIslw•eb/re_web.semino?e__c.otuity_ uI1, '?,Gave`= ! '-*, 03O) j 12 0000 1050... 1 /30/2-006
FRL I"I : LOI KL I N & ASSOCIATES, I HC, ii-l"": I Z. ilk+ Clt r=, .O ::l t i P2i2
MAP 4F. 5U
GESCRIPTiON
LOT 105, HIDDEN LAKE PHASE 3, UNIT 5, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 29, PAGES 40 & 41 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
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EASD.041S AND/OR RIGHT OF WAY
1 HAVC CXAMINCD 111C FEDERAL EMENCKNCY MANAr:C'MCNII f,,;FNCY ., '„{E FEARJNGS ,SHOWN HERE UII ARE
O'EMA) FLOOD 'NSURANCE RATL MAP (FIRM; COMMUNITY-FMiri. LOf 1CU, aFIN:: S 59'43'44' F, AN A+a ;'... i ', iU. PER i'.AT.
NUMBER 17117CO045 E, DATED 4/17fi5 AND FOUND THE SJB.E:CT 3 rJ 'vNDCkGROUNf) IMPROVELFI TS HAVE E:.'. L CATCU E.\&TT '3
PROPFRTY APPEARS TO LIF IN 70NE AF, DEFINED AS SPECIAL_ Fi O(i7 1 ,JR ,NI(.YJS AI:D ;3IPROVE SHOW;1 H_RLCn,' PER ;iECOFDED fi.o RJM'ti.: T
11ALAi2U AREAS INUNUAILU NY 10()-YEAR fl_UI)U; iSAil fLUGU AND FIELD MEASUREMENT, UNLESS SHOW C-7 LT'.ASE.
ELEVATION DETERMINED. UNI E` S IT BEARR THE WMATURF AN1 nrll, ,N. l RAI'T.I, ti ,.I Ur .A i+.O:AUA
CERTIFICATION:
I MMBY CEM7PY THAT 7WO ;;URVI-Y IS CDIiFLCT TC
rm OWT OF MY MVGWLKGK I IND DSLUT 1 FC7R XR
C7Qt7YI•Y T7tAr 77(14 NljKVXV MPXIX THK KINJUVAC
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DIL;'FTN BY; LJR
10CKLUi h ASSOCIATES CHECKED BY: GST.---
DRA, WING FILE:
XRVEYOLS do YAPPERL AKA)NZA,I)W(,
SL;%u,TGtN I1L%T., S3'. 11.11 FIBLD Darn:
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ARANU
SCAL9:
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f -
f SCREEN, ACRYLIC & IN 'ROOMS SECTION 3A
INTERIOR BEAM (SEE TABLES
3A.1.3)
HOST STRUCTURE OR
FOURTH WALL FRAME
I
PANS OR PANELS
I
H ' ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
hoOno IF. gill
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
PER SECTION 7 HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
RIDGE BEAM (SEE TABLES
3A.1.4)
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ILawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMEN7CONSULTANT
P.O. SOX 2143u, SOM DAYTONA. FL 32121
TELEPHONE: (3S6) 767-4774
FAX: (3!S) 7674,S66
PAGE
COPYRIGHT zm
NOT TO S6 REPROOVCEO IN WHOLE OR IN PART wITMCk:7 TM.:vRITTEN PERMIC510N OF LAWRENCE E SENNETT, P.E. 3A-1
SECTION 3A
I
I
I
SCREEN, ACRYLIC 81 VINYUROOMS
EDGE BEAM (SEE TABLES
3A.1.1 & 3A.1.2)
LW` FOR
MAX.
H" UPRIGHT /
HEIGHT (h) 1" x 2"
MIN. 3-1/2'SLAB ON GRADE
VARIES OR RAISED FOOTING
TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (
FOR FOOTINGS SEE DETAILS
I W/ SOLID ROOF TYP. FRONT VIEW FRAMING
PAGE 3A-37, 38, 39)
HEIGHT OF UPRIGHT IS MEASURED FROM
TOP OF 1" x 2".PLATE TO BOTTOM OF WALL BEAM) ,
I
I )
SIZE BEAM AND UPRIGHTS
SEE TABLES)
O.H.
LW LOAD WIDTH I
FOR ROOF BEAM ALTERNATE CONNECTION
P/2' 'P/2' @ FASCIA ALLOWED
SEE SECTION 7 FOR DETAILS)
w
ZD
v j
I
SOLID ROOF Lx
NO MAXIMUM N '
ELEVATION SLAB OR GRADE)
P = PROJECTION FROM BLDG.
VARIES VARIES
I
LW = LOAD WIDTH
NOTES:'
P' VARIES
1. ANCHOR r1° x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C.
AND W/jIN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/
WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN
INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF
CONNECTION.
2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H.
3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 1
4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
1100-1231 130 1 140 1 150
8 1 #10 1 #12 1 #12
I
TYPICAL SCREEN ROOM
SCALE: 3/16" = l'-0"
Lawrence E. Bennett, P.E. FL # 16W
CIVIL ENGINEER- DEVELOPMENTCONSULTANT
P.O. BOX 214MO, SOUTH DAYTONk FL 32121
1
I
TELEPHONE: (3418) TV-4774
I
FAX: (M) 70745M
PA6tH1I -••_•
j ( Q COMIGHT 2M
3A 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWREI ICE E. ZLwe ff. F.E.
C
SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A
I
I
COMPOSITE ROOF PANELS:
4)1 /4' x 4" LAG BOLTS W/
1-114" FENDER WASHERS PER
4'-W PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES
d
2" x 2" OR 2" x 3" HOLLOW
i
GIRT AND KICK PLATE 2" x 2'
HOLLOW RAIL
i
POST ATTACHED TO BOTTOM
W/ MIN. (3) #10 x 1-1/2"
S.M.S. IN SCREW BOSSES
TYPICAL UPRIGHT DETAIL
SCALE: 3" = 1 r 0"
ATTACHED
I
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
I
w
I
w w 2 x2",2 x,3 OR 3' x2
HOLLOW (
i
EE SPAN TABLES)
FOR SNAP ;EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN.. (3) #16 x 1/2" S.M.S. IN
SCREW BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4' x 2-1/4' MASONRY
ANCHOR aQ 6" FROM EACH
POST AND 24" O.C. (MAX.)
i
Lawrence E. Bennett, P.-E. FL # 16644
CWX &' mimmR • maome Nr coNsmuNr
P.O. BOX 21 WlB. 3W M,OAYTONk R U121
TELEPl10NE: (71017BT"4
PAaa
p covYatawu*
NOT TO Bb N3LYIG;GJ.'.ix „ w"Mik C:: KPARY .VMIO T THE wF.1T Fm mRtAmcw OF LAmw s E. BENN w PS 3A'T `
SECTION 7 ' SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCI4ORING DETAILS
8 x 1/2" S.M.S. SPACED
EXISTING TRUSS OR RAFTER @ 8" O.C. BOTH SIDE$ CAULK
ALL EXPOSED SCREW HEADS
10 x 1-1/2" S.M.S. OR WOOD
WOOD SCREW (2) PER +
RAFTER OR TRUSS TAIL
10 X 3/4w S.M.S. OR WOOD
SCREW SPACED @ 12" O.C. ROOF PANEL
EXISTING FASCIA
ROOF P NEL FASCIA DETAIL
EXISTING HOST STRUCTURE
S LE: 3" 1'-0"
WOOD FRAME, MASONRY OR #8 x 1l2" S.M.S. SPACED
OTHER CONSTRUCTION @ 8" O.C! BOTH SIDES CAULK
FOR MASONRY USE
ALL EXPOSED SCREW HEADS
1/4" x 1-1/4" MASONRY
ANCHOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10 x 1-1/2" Z' '
S.M.S. OR WOOD SCREWS @
d
12" O.C. / ROOF PANEL
ROOF PANEL TO WALL DETAIL
SCALE: 3" = l'-0"
WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE
POSSIBLE ONLY.15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS
SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4"
WASHERS OR SHALL BE WASHER HEADED SCREWS.
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "Y. THE WALL THICKNESS
SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS
SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL
CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC
SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE.
ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
1100-1231 130 1 140 1150
8 10 12 12
Lawrence E. Bennett, P.E. FL # 16W
civiL sp#wmEER - oEYELOPMENr CONsuL rANr
p O. flax 214m, 3" OAYTONA. FL N121
TELF.PHOHE: (3M) 704774
FAX: 13M) 7674=
ComtoNT a" %
PW TO EE REDROO XEO N WHOLE OR .H P4RT WirHOUT THE WRf TEN PERM=*N OF LAWRENCE E KWAM. P.E I
1
a
SOLID ROOF PANEL PRODUCTS SECTION 7
PAN ROOF ANCHORING DETAILS
RIDGE CAP
8 x 9/16" TEK SCREWS @
PAN RIBS EACH SIDE
CAULK.ALL EXPOSED SCREW
M HEADS & WASHERS
8 x 112" S.M.S. (3) PER PAN
AND (1) AT PAN RISER — — —
ALTERNATE CONNECTION:
8 x 1-1/4" SCREWS (3) PER
PAN INTO BEAM THROUGH
IBOXED END OF PAN AND
HEADER
ROOF PANEL TO BEAM DETAIL
SCALE: 3" = V-0"
iHEN FASTENING PANELS
OR PANS TO VP:00, PLATES
f SCRE';;S HAVE A
M:NV,IU`.. E%2EYE ITOF " CAULK
ALL EXPOSED SCREW F
Er.v3 u °;;ASHERS FOR
COr,IPOSIT= ROOFS: 10
x (; + 1/2") S.M.S. W/ 1-
114`0 FENDER `MASHERS @
12" O.0 (LENGTH = PANEL
THICKNESS + 1") G
ROOF BEARING ELEMENT SHOVIN)
AND 24" O.C. @ NON-
BEARI,NG ELEMENT (SIDE WALLS)
SEALANT
PAN
HEADER (BREAK - FORMED
OR EXT.) HEADERS
AND PANELS ON BOTH
SIDES OF BEAM FOR GABLED
APPLICATION PAN
OR COMPOSITE ROOF PANEL
3
x 112" S.M.S. (3) PER PAN ALONG
PAN BOTTOM FOR
PAt OOFS: 3)
EACH x 1/2" LONG S.h1.S PER
12" , L W! "W' AL! )`,
1:i *!,1 PAN WASHER ROOF
PANEL PER
TABLES SECTION') SUPPORTING
BEAM PER
TABLES) ROOF
PANEL TO BEAM FASTENING DETAIL SCALE:
3" = 1%0" I
Lawrence
E. Bennett, P.E. FL # 16644 civil
j!mvNEEP - oEvEloPwENT coNmAmor 1 P
p. sox :+43". SOUTH GAYTOKk rRUIP"
OHt t30i 707-474, Pax:
INS) Tr4sm PAGG
yLM.
C'J • w••CLi Oil H .r ::. •• :•.: u' '.•,; motgr'sr+.%"h*ls t.11 G AwptmC: ! H-w4V" o s 7-21
SECTION 7
I
SOLID ROOF PANEL PRODUCTS
Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads
Elite Aluminum Corporation
I Statewide Product Approval IFL1049
I Manufacturers' Proprietary Products: AlumLlnymAlloy 3105 H-14 or H-25 Foam Core E.P.S. ill Density.
3" x 48" x 0.024" Panels Foam Core E.P.C.—III Densl
I
I
I
I
3", x 48" x 0.030" Panels Foam Core E.P.S. 01 Density
4" x 48" x 0.024" Panels Foam Core E.P.S. 01 Density
I
4" x 48" x 0.030" Panels Foam Core E.P.S. tt1 DensityI
1
I
Note: Total root panel width = mom width + wall width + overhang
Lawrence E. Bennett! P.E. FL # 16644 ELSE cuuu
CIVIL ENGINEER -OEVELOPWNTCONSULTAh7Elite Aluminum Corporation
onrTONA. FL 31121P.O. sox ELEPH. 1801 N.W. 84th'Straet`'' '' . TELEPHONE: (3B8) 7r17J77A10", NE: (3
FAX: Gael 7
w'
Ft. Lauderdale, FL 33309
I7-RIM
Tel: (954) 491-3700 Fax: (954) 491-1433
PAGE
COPYRIONT X"
7-34 vOT TO BE REPRJOUCCO IN WHOLE UP IN PAR-14M, HOlT T HE WRITTEN PERMISSION OF LAWRENCE E. 9ENNETT, P.E.
I
Wind
Open Structures
Mono -Sloped
creep Rooms Glass 8a Modular Rooms Overhang I
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
3 Attached Covers
Glass b Modular Rooms
Enclosed
Overhang I
Cantilever
All
Roofs .
182
span
1 3
span
4
span
132
span
3
span
4
span
132
span
3
span
4
span
100 MPH 24'-11" 27'-11' 2T-0" 23'-10" 26'$' 25'-9" 18'$" 20'-10' 20'-2" 4'-0'
110 MPH 24'-11" 27'-11" 27'-0" 21'-11" 24'$" 23'$" 16'-2" 19'-3" 18'$" 4'-0"
120 MPH 23'-10" 26'$" 25'-9" 20'-5" 22'-10" 22'-1" 14'$" 17'$" 15'-10" 4'-0"
123 MPH 22'-11" 5'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'' 16'-0" 15'$' 4'-0'
130 MPH 21'-2" 123'-7" 22'-10" 18'$" 20'-10" 20'-2" 13'-7" 15'-2" 14'$" 4'-0'
140 MPH 14'-5" 16'-2" 15'-7" 14'-5' 16'-:" 15'-7" 12'$" 14'-2" 13'$" 4'-0"
150 MPH 14'-5' 1 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 11'-2" 13'-2" 12'-9' 4'-0'
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
8 Attached Covers
Glass 3 Modular Rooms
Enclosed
Overhang 1
Cantilever
All
Roofs
132
span
13
span
4
span
1d 2
span
3
span
4
span
1b2
span,
3
span
4
span
100 MPH 23'-S' 26'-2' 25'-3" 22'-3' 24'-11" 24'-1" 17'-5' 19'$" 18'-10" 4'-0'
110 MOH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-1" 18'-0" 17'-5" 4'-0'
120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 13'-9" 15'' 14'-10' 4'-0'
123 MPH 21'-5" 23'-11" 23'-2' 18'$" 20'-9" 20'-0" 13'-5" 14'-11" 14'6" 4'-0'
130 MPH 19'-9" 22'-1' 1T-5" 19'$" 18'-10" 12'$" 14'-2' 13'$' 4'-0'
140 MPH 13'-6" 115-1' L14'4- 13'$" 15'-1' 14'-7" 11'-3'13'-3' 12'-9"
150MH13'$"(15'-1" 13'$" 15'-1" 14'-7" 10'-5'
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
3 Attached Covers
Glass b Modular Rooms
Enclosed
Overhang /
Cantilever
All
Roofs
132
span
3
I span
4
span
132
span
3
span
4
span
1d 2
span
3
span
4
span
100 MPH 26'-11' 30'-1" 29'-1" 25'$' 28'-9" 27'-9' 20'-1" 22'-5" 21'$" 4'-0'
110 MPH 26'-11' 130'-1' 29'-1' 23'$' 26'-5" 25'$" 18'-7' 20'-9' 20'-1" 4'-0"
120 MPH 25'$' 128'-9" 2T-9' 21'-11" 24'-7' 23'-9" 15'-10" 19'-1" 18'-5' 4'-0'
123 MPH 24'$" 127'-7" 26'$" 21'-4" 23'-11' 23'-1" 15'-5" 18'$" 1T-11" 4'-0"
130 MPH 22'-9' 125'-5' 24'-7' 20'-1' 22'-5' 21'$' 14'-7' 17'-5" 15'-9' 4'-0'
140 MPH 15'-7' I 1 T-5' 16'-10" 15'-7' 1 T-5" 16'-10" 13'$' 15'-3" 14'-9' 4'-0' "
150 MPH 15'-7" 11T-5" 16'-1Q" 15'-7' 17'-5' 16'-10" 12'$" 14'-2' 13'-9' 4'-0"
r
I I
I
SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS
I
II 1
Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans
for Screen, Acrylic for Vinyl Rooms
Aluminum Alloy 6063 T4
ram" a .. ... ...i...i .. 44n uDY vsine•ifv ucina dscion load of 11 iNSF
a -
I' I jMktary Loao Width 'W' = Purlin Spacing i
T-O" 3'-6" 4'-0" kj 4%6" 5'-0" 57-6" 6'-0" ; 6•-6" 1 7'-0" 7'-6"
All a 'H' 1 bending'b' or deflecttoWd'
2" x 2" x 0: ollow 9'-5" b 8'-9" b 8'-2' it 7'-8" JW 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 1 5'-11" b
Hollow 10'-3" b F-W b 8'-11' b b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-0" b
3" x 2" It OA45" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'4" b 7'-11" b 7'-8" b 7'-5" b 7'-2". b
3" x 2" x 01.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 19-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b
2" x 3" x O.M" Hallow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'41" b 8'-8" b 8'-0" b 8'-1" b
2" x 4" x 0.050" Hollow 16'-3" b 1 T-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0' b 11'•6" b 11'-0" b 10'-8" b 10'-3" b
2" x 4" x 0.046" S.M.B. 19'-1" b 17'-0" b 16-6 b 15'-7" b 14'-9" b 14'-1" b 13'.6" b 12'41' b IZ-6- b 12'-1" b
2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3' b 18'-3" b 17'-5' b 16'-8" b 16'-0" b 15'-5' b 14%11" b
2" x 6" x 0.050" S.M.B. 26'-1' b 24'-2" b 22'-7" b 21'-3' b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-l" b 16'-6" b
2" x 2" x 0.044" Snap 11'-3' b 10'-5" b 9'-9' b 9'-2" b 8'-8" b 8'-3" b 7'-11' b 7'-7" b 7'4" b 7'-1" b
2" x 3" x 0.045" Snap 14'-0' b 13'-0" b 1 Z-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b
2" x 4" x 0.045" Snap 17'-7' b 16'-3" b 16-3" b 14'-0' b 13'-T bi 12'-11" b 12'-5" b 11'-11' b 11'-6" b 11'-1" b
For 3 second wino gust at.izu mi-m veiocny; using assign luau ur rJ for
1 •
Sections
Tributary Load Width 'W' = Purlin Spacing
3'-0" 1 1%6" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" I 6'.6" 17'-0" 7'-6"
Allowable Height 'H' 1 bendin 'b' or defiection'd'
2" x 2" x 0.044" Hollow 8'-0" b 8'-0" b 7'fi" b 7'-1" b 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6" b
2" x 2" x 0.055" Hollow 9'-5" b 8'-9' b 8'-2" b T-9" b 7'-4" b 6'-11" b 6'-8" b 6''-i" b 6'-2" b 5'-11' b
3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-0" b 8'-0" b 7'-B" b T-4" b 7'-1" b 6 -'.0" b 6'-7' b
3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'$' b 10'-1' b 9'-7" b 9'-2" b 8'-9" b 8'-5•' b 8'-1" b T-10" b
2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11-2" b 10'-6' b 9'-11" b 9'-0" b 9'-1" b 8'-9' b 8'-5' b 8'-2" b
2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7' b 11'-0" b 10'-7" b 10 -2' b 9'-9" b 9'-5" b
2" x 4" x 0.046" S.M.B. 1T-0" b 16'-3' b 15'-2" b 14'-0" b 13'-7" bi 12'-11" b 12'-5" b 11'-11" o 11'-0' b 11'A" b
2" x 5" x 0.050" S.M.B. 21'-0" b 20'-1" b 18'-9' b 17'-9" b 16'-10' b 16'-0" b 15'4" b 14'-9" b 14'-2" b 13'-9" b
2".x 6" x 0.050" S.M.B. 23-11' b 22'-2' b 20'-9" b 19'-7" b 18'-7' b 17'-9" b 16'-11" b 16-3" b 15'-8" b 15'-2' b
2" x 2" x 0.044" Snap 10'4' b 9'-T b 8'-11' b 8'-5" b 7'-11' b 7'-7" b 7'4' b 7'-0' b 6'-9' b 6'-6" b
2" x 3" x 0.045" Snap 13'-3" b 1 1Z-3' b 11'-5" b 10'-9' b 10'-3' b 9'-9" b W-4" b 8'-11" b 8'-8" b 1 8'-4" b
2" x 4" x 0.045" Snap 16'-2' b 1 14'-11" b 14%0" b 1 T-2' b 1 Z-6" b 11'-11" b 11'-5" bi 10'-11" b 10'-7" b 1 10'-3" b
Notes: I i
1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the
above spans for total beam spars.
2. Spans may be interpolated. I
Lawrence E. Bennett, P.E. FL # 1664.4
C1WL EN7#1NEER - CEYE_OPMENT CONSULTANT
P.O. BOX 2143M. SOUTH OAYTOtik FL 32121 }
TELEPHONE: (306) 76'T-4T74 f
1
FAX: (308)7B7.356S _........._... __ . ..,._....__._
i
PAGE I ®
COPYRIGHT 10e4 ••
3A-24 NOT TO BE REPRODUCED 114 WHOA Qn :r::'•%RT WITHOUT THE WRITTEN Pf:RN:SSlllrt OF LAWRENCE E. BENNETT, P.E.
11 I
4 J•
1
Florida Department of Community Affalm
W ding Code Apprdvala _ x
Application N. FL1573
Date Submitted: Ol/26/2004
Product Manufacturer: Custom Window Systems, Inc,.
Category: Windows
Subcategory: Wind Brooker
Evaluation Method: Certification Mark or Listing
Referenced Standards from the Florida Building Code: an 1111111"d X1U
ASTM E 330.02 2002
Certification A,gtmc;: Keystone Cortificatlom, Inc.
i T)ate validated: 01 /26/2004
Performance level of the product and conditions or limitations of d- 73mph winds (windbreaker),,
use: Product is labeled requirement for
removal when winds exceed 73mph:
Window vents shall be removed when
winds exceed 73mph as per FL Building
Code.
Application Status: Approved
App/Seq Product Model M or Namo Model Description
1575.1 Acrylic Horizontal Slider 11006
Vinyl 4T Vertical Pin 48x72
15 7 4.5 Vinyl 4T Vertical Spring 48x7:
1575.6 'Vinyl 3T Vertical Spring 48x72
1573.4 Vinyl 2T Vertical Pin 48x72
i ;75:3:V,nyl 2T Horizontal Slider 73x72
Coux NEWEL"
Somme Cloos C
N W"ALLATIN
smw logm
I/IV NLL WILE
a .4.ALLAlm
ecav_AIOA
CALI KTYt[II
WWI* CNllAtulC gem* nDa L
rcw[ n mwlt
SECTION A -A
1
Tt't<V AAplst
womw Kraft A ^
slim CllLmm f
um [KL,O*IIC
Kwc* !r on=
LEMM Li
Y1141/
fi
A -
46-- vww mn. -- Let• NIK rAff
SECTION B-B
8 B
1
v lr
it "AM rave WEAK ft~ AItDT CMl
v FRTALMom III DWL M K11M. MIST K WoUl A' ..i
r101 OFACK M ovalk "I W- ow
b eaen" b%MW nwa WM WER Cam MRIIi:API
0 LAITe COWS OWP CIWLI "M U400 ~NC%KM
a v%Wv vDrrl 9LILL M Itlov19 vNL/ wOn UW0 M ;I
N w AT rt* ofto f COL '
A
EXTERIOR rLEVATION
L
y NAIL= Ar
Vj,,,T i s Wj CUSTOM WINDOW -SYSTEMS, 1-Irl
NAMR +
DCALA, FLORIDA -
No t iRAOC IatltONnL VMTL AIBER !SR+
INSTALLATION aTAIL
popomb Iw.n tw W? Bg a.r
son* CIVIL s"r. KTs. u'a•cvsm7
OV- p-WL R M • 47182 1mv. nnn say 1 or !
1 hi. in,lruntri+; prCo'll-e l by:
Richard 11 Zapf
2867 Stonewall Place)it 117
Sanford, FI 32773
Permit No.
STATE OF FLORIDA
COUNTY OF: SEMINOLE
MARYA)plE qt)R QMWOF CIP011. COW
8K t16136 Pqq owl !In)
CLERK-0 S ;g EVW, )31403KmRbu021271em11:OOt14 ANFEESl0. 00
MUM" 8Y t holden
Tax Folio No.
11-20-30-512-0000-1050 .
NOTICE OF COMMENCEMENT
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real prpperty, and in
accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of
Commencement
1. Description of property: (legal description of property, and s(reot address ifnvulfable)
h:03:ss tt U Wi-105 hiC0tn LU C ?n 3 Unit 5 %act GCS G
11 iS Q, AgCx C-kCIC
2. General ion of Improvement - 1P
SUM
3.Owner information:
a. Name and address-
FARREL EMERY
115 LAKE ADA CIRCLE
SANFORD, FI 32773
b. Interest in property-
c. Name and address of fee simple titleholder (if other than owner):
v' ..
4. Contractor:
Exterior Homesavers, Inc.
2867 Stonewall P18ce1W 117
Sanford, F132773
407-322-6149 SCC 056734
S. Surety
a. Name and address-
b. Amount of bond $
CERTIFIED COP.r
H• ar
cc vEf oqs
OF 41RC,I COU
2#7
i. Lender: (name and address) it
1. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
rovided by Section 713.13(1)(a)7., Florida Statutes: (name and address)
I ;
In addition to himself, Owner designates the following person(s) to receive a. copy of the Uenor,s Notice as
rovided in Section 713.13(1)(b), Florida Statutes: (name and address)
t. Expiration date of notice of commencement (the expiration date is I year fro the date of recorl ing unless a
ifferent date is succitied)
worn to and subscribed before me
his ` day of 1 UP ^^A,,s (Signa(ure of Owner)
i?
r'(,1. %iPv =N:,•a,r. Owner's Name e J?'J ei/
otary's Name 1 /46 / K i' a 1 n 3 = Address 5 5' e S
Dtary's Commission Expiries: G 7 In: v7
A:
L ...............