HomeMy WebLinkAbout113 Red Cedar Dr 04-219 Screen RoomCITY,OFSANFORDPERMITAPPIJCATION -
Permit #: Date:
Job Address: t/ i 1 PAL
Description of Work: IM t-> /Rea FAI Athh,)-1F
Historic District: Zoning: of Work: 7 Vg —s Value S
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 Cale. 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 X Commercial _ Industrial Total Square Footage: r
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel (Attach Proof of Ownership & Legal Description)
Owners Name & Address: -AA- _
Phone:
Contractor Name &Address: v
State /Licennfse Number:
Phone &Fax: Contact Person: f e'p[- Phone:
Bonding Company: il -a `
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: <:=?_:::._UU1 _t Taz:' .
Application is hereby made to obtain a permit to do the wor and:ihstallations as indicated. I certi that no work of installation has commenced prior to the
issuance of a permit and that all work will be performed to gieeisCatidar r 1 n ns ion in this' jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING;SIGN P BOILERS,;HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoinginformation 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. IF YOU INYEND 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 m 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 fro other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance &it rifi ation that f dl notify the owner of the property of'ihrt-re irements
nIFIda
Lien Law, FS 713..
30 A
Si ture of Owner/Agen Date S naturoontractor/Agent Date \O _
11 I 9 0C.
Print Owner/Agent's Name Prin extra tor`Fc nt--s-rya e D Mn
Va/V 3 l I y/ ", S
C .A -}}ow 0
Signature of Notam4Y a tY1 WM lsy Date Skmature of Nota State of Florida Date wowg
g•
ry
My commisMI9997e y
sion
x'b Expires
Aprll 19, 2007 19G fZ o .
e7 > Owner/Agent
is Personally Know}to Mc or Contractor/Agent is Personally Known to Me or Produced ID
1}IjoO -552 d -1 t U --,XProduced ID 7q S APPLICATION APPROVED
BY: Bld M I lV 0 Zoning: Initial & Date)
Special Conditions:
Initial & Date)
Utilities: FD:
Initial & Date) (
Initial & Date)
u
2101 East Main Street
Leesburg,FL34748
352) 787-6783
u
719 South Otis Ave.
Lecanto. FL 34461
352) 795-3325
O
18040 U.S. Hwy. 441
Mount Dora, FL 32757
352) 383-7135
2302 Mercator Drive
Orlando. FL 32807
407) 681-8823
Li
5059 Ridgewood Ave.
Port Orange, FL32127
386) 788.1048
U
5333 W. Hwy.17-92
Haines city, FL33844
863) 956-3441
2300 Bruner Lane S.E.
Fort Myers, FL 33912
239) 481-4900
1404 Mercantile Court
Plant City, FL 33563
813) 717-9177
O
CORPORATE OFFICE
P.O. Box 491292
Leesburg, FL 34749
352) 787-3622
Serving Florida Sine 1955
October 22, 2003
City of Sanford
Building Department
Re; 113 Red Cedar Drive
Sanford, FL
The existing 17' x 18' concrete slab at the above referenced address, is a
minimum 4" thick slab, which meets current codes for a screen room addition.
Sincerely,
Robert Jac
Lic # CBC001467 7'-)Wq0
State Certified Building Contractor #CBC001467
State Certified Roofing Contractor #CCC035617'
X MOM WHAM 111H 1:1 (QIWM-N-Ij0
I
TO: 042,- fL-01C 0'4-,3 CT 2LS4,6 6
FAX # Jo 7 - .33o--
FRO : & sl PACES: cL covet)
h14 , 7 v4 iKJM IJLA
PHONE : 661- g?g2-3 DATE: Io u 27
l A re -,@tom 6c1 c.,,
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
PARCEL DETAIL
NQ PIT- t
irs
7 Q
t
11401 R, 14rs15f
Sanford Ft: 32771 iti ~_""!rL A 4ns-s6T..7.W
GENERAL
2004 WORKING VALUE SUMMARY
02-20-30-509-0000-
Value Method: Market
Parcel Id: 0900 Tax District: S1-SANFORD Number of Buildings: 1
Owner: HOPPER MARSHA L Exemptions: 00- HOMESTEAD
Depreciated Bldg Value: $56,783
Depreciated EXFT Value: $0
Own/Addr: HOPPER SHARON A Land Value (Market): $12,800
Address: 113 RED CEDAR DR Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $69,583
Property Address: 113 RED CEDAR DR SANFORD 32773 Assessed Value (SOH): $69,141
Subdivision Name: HIDDEN LAKE VILLAS PH 1
Exempt Value: $25,000
Dor: 01-SINGLE FAMILY Taxable Value: $44.141
SALES
Deed Date Book Page Amount Vac/Imp
QUIT CLAIM DEED 1112000 03962 0853 $100 Improved
WARRANTY DEED 12/1992 02528 0901 $45,000 Improved
CERTIFICATE OF TITLE 05/1992 02426 1039 $100 Improved
2003 VALUE SUMMARY
WARRANTY DEED 01/1991 02259 0413 $53,100 Improved
2003 Tax Bill Amount: $878
WARRANTY DEED 07/1990 02220 1177 $100 Improved
2003 Taxable Value: $42,090090
CERTIFICATE OF TITLE 07/1990 02198 1332 $1,000 Improved
QUITCLAIM DEED 12/1989 02150 0001 $100 Improved
WARRANTY DEED 05/1989 02070 0295 $57,000 Improved
WARRANTY DEED 07/1983 01470 1668 $48,500 Improved
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 90 HIDDEN LAKE VILLAS PH 1 PB 26
LOT 0 0 1.000 12,800.00 $12,800 PGS 99 TO 101
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bld Value Est. Cost New
1 SINGLE FAMILY 1983 6 1,774 1,090 CB/STUCCO FINISH $56,783 $61.721
Appendage I Sqft GARAGE FINISHED / 560
Appendage I Sqft OPEN PORCH FINISHED / 20
Appendage / Sqft OPEN PORCH UNFINISHED / 104
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.
re_web.seminole_county_title?PARCEL=02203050900000900&cowner=HOPPER%&cctr=&d 0/3/03
POWER OF ATTORNEY
DATE
I hereby name and appoint
of S to be my lawful Attorney
In fact to act for me and to apply to the C
Building Department for permits for work to be performed by
INVITE ALUMINUM PRODUCTS, INC. and'sign my name and do all
things necessary to this appointment.
Clell Coleman III -
Certified Contractor #-CBC001467
Certified Roofer #CCC035617
2101 E. Main Street
Leesburg, Fl. 32748
JI
Notary Public
Personally known or
Identification Produced
State of Florida, County of ,
On this k day of Z! , 2003.
yx Wendy M. Jolley
p My Commission DD19W6
V E V es April 19, 2007
19Al:Yi#t HOSE, CLERK CIRUIT C ff
Permit Number_
i[LE COMParoeiIdentificationNumber ' BK 05060 pG 09439
CLERK' S # L0031B4093
Prepared by: FECOM I@/.j4/M i®:51309 0.
RECIMINS FEES 6.19
RECOM BY S WKe11ey
Return to;
NOTICE OF COiV MENCEMENT
State of }%c D .
County of
The undersigned. hereby gives*notice that irnprovement(s) will be made to certain real property, and In accordenwithChapter713, Florida Statutes, the following information is provided in this Notice of Commencement,
c .
1. Description of property (legal description bf the property, and street address If available) 3 Saq-r c.--,,
N Iry 3 L7732. General description of Improvement(s)
PID Via. • .
3. Owner Information
Name lNi 5J,4
Address P
6,_-rA1z r4
Telephone Number . 33,,•- k 7
4.
Fax NumberS61vkaP.1) 31,793 Interest in Property: Fee Simple Title Holder (if other than owner shown
Name above)
I
Address 3a iYl Telephone Number
Fax Number
5. Contractor 1.ji;,TE
No
fAddress '" /!!% Iv Telephone 90,?- 6 E, ,. _ phone Number c.r -
q` vncl z 77
Fax Number i
6. Surety (if any)
Name.
Address Telephone Number
Fax Number
Amount of bond $
7. Lender (if any)
Name
Address
Telephone Number
Fax Number
8. Persons within the State of Florlds designated by Owner upon whom notices or other documents may.be i
served as provided by §713.13(1)(a)7., Florida Statutes,
Name Telephone NumberAddressFaxNumber
9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice, provided In: §713,13(1)(b), Florida Statutes.
Name 1 4 Telephone Number
Address ' Fax Number ;
10.. Expiration date of notice of corrirnencement (the expiration date is one year from the date of recordin!_ llurileds':a'd(ff0ert W6.'ls specir•Gd);
e
61, - ,b 03
Date Signed Signature of Owner o e• or 713 13 1 " p § . ( )(g),. owner
must sign ...and no one else may be permitted to sign It
his or her. stead,"
Sworn to and subscribed be ore me ihis !U day of , 20y by who
is personally known to me' OR produced _DC- 141tnn -55_ as Identification,
mr,ritu GuryMARY NNE`
MORM CLERK 0t
CIRCUIT Court' 'Signaturo of Nola Fy I1616rlel seal to a 0 ear below) tEMtNOLEMUNM F
OYMwerdrM.Jolley
Mr comma
pD199978 I.ITY
Expirest 1ti. 2007 Form Revised: 12100 for 19_ to 20_ ® 4 "
h Date/lime OCT-f3-ZQQ3(NON) I2.33 40P3NMI
1B/13/2003 13:39 4073249661
bi
PLA
CITY
B0_UNDARY SURI/EY
PAGE 81
PRQPERTY DFS RIPTTO I; LOT 90, HIDDEN LAKE VILLAS, PHASE I. ACCORDING TO THE PLAT THEREOF AS RECORDEDINPLATBOOK26, PACES 99 THROUGH 101. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
REp CEDAR DRtVE_.r__—
r — `
Sri A/v0
rovesTn•M
y IgP LOT 90
1
rO.A 1T u
C-2
r
S REVIEWED
OF SANFORD
C-1 C-2 C-3
4 = 109'03'43" 4 = 21'02'00w A 2'37'03"
L a 47,59' L - 65.38' L - 3.42' R - Z5.00' R - 175.10' R An 75,00'
LEGEND:
tuv - UTILIIr POLE
0 - GET 1/3' I.R. A CAP PAW ) 7D70
FOUND PROPERTY CORNER
i c•: "' - CONCRCtt 0 • FOUND OONMTt 49WITNT
0 • NTEI
OAS OVER
J
rMC HYDRAIR
IF CCNTCatUNE
OUIIOWO 9111keN UNC
OD' GAPer0 WAR rtNCC
ORMNC SCALE-tl—O O p—p—p- 900 FCRCE
CHAIN UNR IiNCE
15 30 __. DKU ow — - OVERHEAD U7RIEY LINTS
Aloe 1d u• -_
1HL A1
SINGLE
LOT 89
RES.
1. _—
s4k (A
V1t8,3,2,11
r lD.o' 0.0L r5CJL2>'nLUA
l ` — S. Pio Fc
11
O - AIRVELCg IPONL ANCLC \ A/C . AIR CONpInONCR 11DC
CALCULATED C.
AL - CONCRETE 010CN CH.
ORa . CHORD OEARINO C.
N.. CONCRETE MONUMENT CONE..
COWFICIE r - PLAT COV. -
CDvER[D PC .
POINT OF "-TURE PI:
G . POINT OF CCMPOUND CURVATURE CPP - CDNC, POWEA POLE O -
DESCRIPTION PIA PIAMANCNL COMMOL PONT D/
S/A - DOWO vu"WrSS 45 PI
POINT Of MEARCIIIIN D.
0 - DRAINAGE EASEMENT PIO .
PQ'NT W 1rawNC PIIC .
PQH1 OF CDYM.CNCEM[wT D.
U,E • DRANAOC A UTLIYT CASEMENT PNC . PONT OF IEVERSi CUAVAIMRC E,
D W. - CDOC d WAGER PSN . PERNANCNI REFERCNCE NONUMENI IF
IF nELO A
EItV - rINISNCD FLOOR (C[wnpN III ;
DINT W IANCENT R -
ONB LA -
IRON POD PAO -RADIAL I.
P. - MON PIPE PCS. - PESIDCNCE L -
ARC LCNOTI/ LA -
LAND WRVEYdI RAW .
RIONT d unr U.
0. . UOUtr AODM LS, -
LAND SURKYND BUSINESS Ulf. - VTWTY CASEMENT Y .
MEASURED NA .
NOT RADIAL R;F. A 1TDDD FRAME O.
R. - WAVAL RECORDS WU.
wAAtMA AQuRR Me . -.-- SEARRVGS
SHOWN HEREON ARE BASED ON THE
CENTEIILINE OF RED CEDAR DRIVE, BEING
14e413191. PER PLAT. B
ACCORDING
TO THE FLOOD INSURANCE RATE MAP NO.
1211TC DOHS E OPTED 4 1 THE PROPERTY RHOWN
HEREON APPEARS 79 LIE IN 20Nr-JL. C
A BRADLEY
COX & ASSOCIATES LAND
SURW"Mil JOB
NO. SCAS707 FlELD DATE 1D/DB/03 RAWN
Y: MLo EO: K
OPERATING
UNDER 820 W. LANE MARY BLVD.. SUITS 202 SANFORD.
Ft9RIDA 32773 L.
B. p 7020 407) 323-9202 T.
THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION
AS PROVIOEO BY THE CLIENT. 2.
THIS SURVEYOR HAS NOT ABSTRACTED THE LAND
SHOWN HEREON FOR EASEMENTS. RIGHTS Or
WAY OR RES7410104s OF RECORD OHICH MAY
AFFECT THE TITLE OR uSE OF THE LAND. 3.
OD NOT RECONSTRUCT PROPERTY LINES FROM BLRLDIND
71Es. 4.
NO r00TIN0 OR OVERHAND$ HAVE BEEN LOCATED
EXCEPT AS SHOWN. 3,
NO IMPROVEMENIS OR UTILITIES HAVE BEEN LOCATED
CXCEPI As snw. 1.
THIS SURVEY IS NOT VALID VATHOUT THE SICNATURC
AND -THE ORIGINAL RAISED SEAL DF A MEC13
THE WhILMI III7ECNNICAL STANDAROSURYSI St? FORTH 1R
IRE RORIDA DOAIID Or PRa111IONAL LAND "vrV S AND
MAPPERS a CHAPTER 61017-5 ROR'DA ADMM114AINC CODE
PURSUANT 10 SECTION A13.OS1. RORIOA STATUTES f0
13 03 49AqjY4C40—X(;p M Y J787 0A
N
SECTION 3
I
SCREEN, ACRYLIC 1 VINYL, GLASS & MODULAR ROOMS.
EDGE BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.1, 3.1.2
GLASS ROOMS:
PARTIALLY ENCLOSED) 3.2.1,
LW FOR 3 2 2
MAX. (ENCLOSED) 3.3.1, 3.3.2, 3.3.3
H* / UPRIGHTIHEIGHT(h),,,,1" x 2"
1
MIN. 3-1/2" SLAB ON GRADE4
1
3' OR RAISED FOOTING
TYPICAL GLASS ROOM WITH SOLID ROOF (FOR FOOTINGS SEE DETAILS
TYPICAL FRONT VIEW FRAMING PAGE 3-23, 24, 25)
HEIGHT OF UPRIGHT IS MEASURED FROM
TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
LW' LOAD WIDTH
FOR ROOF BEAM TALTERNATE CONNECTION
p/2' @ FASCIA ALLOWED
SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS)
SEE TABLES) I
W
O.H. z U
SOLID ROOF
L
NO MAXIMUM / , / ((nn
ELEVATION SLAB OR GRADE)
P =PROJECTION FROM BLDG.
VARIES VARIES LW = LOAD WIDTH
NOTES: P' VARIES
1.ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C.
AND W/ IN 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 TABLE 3.1.3 AND GLASS ROOM FOURTH WALL
BEAMS FROM TABLE 3.1.5 USING P/2
4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
PAGE
3-2
100-123 130 140 150
8 1 #10 12 1 #12
TYPICAL SCREEN / GLASS ROOM,
SCALE: 3/16" = V-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA. FL 32121
TELEPHONE (366) 767-4774
FAX (3es) 767-6558
COPYRIGHT 2003
NW TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
EDGE BEAM
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
10 x 1-1/2" S.M.S. MAX. 6'
FROM EACH END OF POST
AND 24" O.C.
FRONT WALL GIRT
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
10 x 1-1/2" S.M.S. MAX, 6"
FROM EACH END OF POST
AND 24" O.C.
ALTERNATE CONNECTION:
2) #10 x 1-1/2" S,M.S.
THROUGH SPLINE GROOVES
IDE WALL HEADER .
TTACHED TO 1" x 2" OPEN
SACK W/ MIN. (2) #10 x 1-1/2"
M.S.
IDE WALL GIRT ATTACHED 1
x 2" OPEN BACK W/ MIN. (3)
10 x 1-1/2" S.M.S. IN SCREW
LOSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
ONCRETE W/ 1/4" x 2-1/4"
ONCRETE / MASONRY
NCHORS @ 6" FROM EACH
OST AND 24" O.C. MAX, AND
VALLS MIN. 1" FROM EDGE OF
ONCRETE
TYPICAL & ALTERNATE CORNER DETAIL
SCALE: 3" = l'-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767.4T74
FAX (386) 767.6556
PAGE
COPYRIGHT 2003
3 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
COMPOSITE ROOF PANELS:
4)1/4" x 4" LAG BOLTS W/
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES
2"x2"OR2"x3"HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
f/ MIN. (3) #10 x 1-1/2" S.M.S. IN
SCREW BOSSES
TYPICAL UPRIGHT DETAIL
SECTION 3
RISER PANELS ATTACHED
CHAPTER 7
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2" x 2", 2" x 3" OR 3" x 2"
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN. (3) #10 x 1/2" S.M.S. IN
SCREW BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
SCALE: 3" = 1'-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER • DEVELOPMENT CONSULTANT
P.O. BOX 214366, SOUTH DAYTONA, FL 32121
TELEPHONE (366) 767-4774
FAX (366) 767-6556
@ COPYRIGHT 2003 PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3-1 7
1
SCREEN, ACRYLIC 1 VINYL, GLASS & MODULAR ROOMS SECTION 3
Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans
For Screen Rooms or Vinyl Rooms
Aluminum Alloy 6063 T-6
For 3 second wind gust at 110 MPH velocity; using design load of 11 #1SF
Sections
Tributary Load Width TV = Purlin Spacing .
T-0"' 1 3'-0" 4'-0" 1 4'-6" I T-0-- 1 5--6" 1 6--0" 1 6'.6" 7'-0"
Allowable Height 'H;./ bending'b' or deflection W
2" x 2" x 0.044" Hollow 9'-5" bi 8'-9" b 8'-2" bi T-8" b 7'-4" 'b VA 1" b 6'-8' b 6'-5" bl 6'-2' b 5'-11" b
2" x 2" x 0.055" Hollow 10'3" b 1 9'-6" b 8'-11" bj 8'-5" b 7'-11' . b 7--7- b T-3" b 6'-11" b 6'.9" b 6'-0" b
3" x 2" x 0.04511• 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 T-5" b T-2" b
3" x 2" x 0.070" Hollow 12'-9' d 12W" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2' b 8'-10" b 8'-6' b
2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10' b 9'-5" b B-11"• b 8=8" b 8'4" b 8'-1" b
2" x 4" x 0.050" Hollow 16-3". b IVA" b 14'-l" b 13'-3" b 12'-7" b 12'-0" bi 11--6" b 11--0" b 10'-8" bi 10'-3" b
2" x 5" x 0.050" S.M.B. 2T-7" b 21'-10" b 20'-5" b 19'-3' b 18'-3" b 17'-5'. bi 16'-0" b 16,-0" b 15'-5" b 14'-11" b
2" x 6" x 0.050" S.M.B. 26'-l" b 24'-2" b 22'-7' b 21'-3" . b 20 -2' b 19'-3" b 18'-5' b 17--9" b 17'-1" b 161-6" b
Z" x Z" x 0.044" Snap11.'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b T-11' . b 7'-7" ' b T-4" b 7'-1" b
2" x 3" x 0.045" Snap 14'-4" b 13--4 b 12'-5" bl 11--9- b 11'4-" b 10'-7" bi 10'7 b 9'-9" b 9--5- b 9--1" b
2" x 4" x 0.045" Snap 17'-7" b 16'-3" bi 15'-3" bi 14'4' b 13'-7" b 17-11" b I 12'S' b 11'-11" b 11'-6" b I T-1" b
For 3 second wind gust at 120 MPH velocity; using design load of 13 SF
Sections
Tributary Load Width 'W' = Purlin Spacing
3'-0"' 1 3'.6" 1 4--0" 4'-6". 5'-0" 5'-0" ,16'-0" 1 6'-0" T-0" 7'-6"
Allowable Height 'W / heriding 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" b 6'-8" ' b 6'-5' b 1 6'-1" b 5'-11" b 5'-B" b 5'-6" b
2" x 2" x 0.055" Hollow 9'-5", b 8'-9" b 8'-2" b 7'=9" b 7'-4" b 6-11" b 6'-8" b 6'-0" b 6'-2" b T-11" b
3" x 2" x 0.045" Hollow 10'-5' b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" . b T-4' b 7'4" b 6'-10" b 6--7" b
3" x 2" x 0.070" Hollow 12'-1" d 11'-5' b 10'-8" b 10'-l" 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" Hallow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" 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" h 10'-7" ' b 10'-2" b 9'-9" b 9'-5" b
2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" h 16'-10" b 16'-0" b 151-4" b 14'-9" b 14'-2" b 13'-9" b
2" x 6" x 0.050" S.M.B. 2T-11" b 22'-2" b 20%9" bl 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'-7" b 8'-11" b 8'-5' b 7'-11" b 7'-7" b 7'-4" b T-0" b 6'-9- b 6'-6" b
2" x 3" x 0.045" Snap13'-3" b 12'-3" b 11--5" b 10--9" b 10'-3" b 9'-9R b 9'-4" b 8'-11" b 8'-8" b 8'-4" b
2" x 4" x 0.045" Snap 16' 2" b 14'-11" b 14'-0" b 13'-2" b 12' 6' b 11'-11" b 11'-5" b 10'-11" b 10' 7' b 10'-3" b
For 3 second wind nust at 13t1 MPH valneitu• ucinn taeinn marl nF ea At ec
Sections
Tributary Load Width = Purlin Spacing
3'-0"' 1 T-6" 4'-0" 4'-0" 1 5--0" 5--G- 1 6--0" 1 6'.6" 7'4- 1 T-6--
Allowable Height 'H' 1 bending W or deflection -d'
2" x 2" x 0.044" Hollow 8'-l" b T-6" b F-11' bj 6'-7" b 63" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-l" b
2" x 2" x 0.055" Hollow' 8'-10" b 8'-2" b 7'-7" bi T-2" b 6--10- b 6'-6" b 6'-3" b 5'-11" b F-9" b 5'-7" b
3" x 2" x 0.045" Hollow 9'-8" b B'-11" b 8'-4" b' T-11" b 7'-6" b 7'-2" b 6'-10" b 6'-7" b 6'-4" b 6'-1" b
3" x 2" x 0.070" Hollow 11'-6" b 10'-8" b 9'-11" b 9'-5" h 8'-11' b 8'-6" b 8'-2' b T-10" b 7'-6" b 7--3" b
2" x 3" x 0.045" Hollow 11'-11" b 11'-1" b 10'-4" b 9-9" b 9'-3" b 8'-10" b 8'-5" b 8'-2" b T-10" b 7'-7" b
2" x 4" x 0.050" Hollow 13'-11" b 12'-11" b 12'-1" h 11'-4" b 10'-9" b 10'-3". b I W-10" b 9'-W b 9'-1' b W-11 7 b
2" x 5" x 0.050" S.M.B. 20'-2" b 18'-8" b 17'-6" b 16'-6" b 15'-8" b 14'-11" bi 14'-3' b 13'-9.' b 13'-3" b 12'-9" b
2" x 6" x 0.050" S.M.B. 274" b 20'-B" b 19'-4" b 18'-3" b 17'-3" b 16'-6" bi 15'-9" b 15'-2," b 14'-7" b 14'-1" h
2" x 2" x 0.044" Snap 9'-7' b 8'-11" b 8'-4" b 7'-10" b T-5' b T-1" b 6'-9" b 6'-6" b 67-3" b 6'-1- b
2" x 3" x 0.045" Snap12'-0" b 11'-5" b 10'-8" b 10'-1" b 9'-6" b 9'-1" b 8'-B" b 8'-i- b 6'-1' b 7'-9" b
2" x 4" x 0.045" Snap 15'-l" b 13'-11" b 13'-0" b 12'" b 11'-8" b 11'-1" b 10'-8" b 10--3" b 9--10" b 9'-6" b
wales;
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 spans.
2. Spans may be Interpolated.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214568, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 797.4774
FAX (386) 767.6556
COPYRIGHT 2003
PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3-39
SECTION 7 I SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER —
10 x 1-1/2" S.M.S. OR WOOD
OD SCREW (2) PER RAFTER
OR TRUSS TAIL
10 X 3/4" S.M.S. OR WOOD
SCREW SPACED @ 12" O.C.
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
FOR MASONRY USE
1/4" x 1-1/4" MASONRY
4CHOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10 x 1-112'
S.M.S. OR WOOD SCREWS @
12" O.C.
8 x 112" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
uj........
a p .... .
ROOF PANEL
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = V-0"
EXISTING FASCIA
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
za...
Lu -
L_: ROOF PANEL
ROOF PANEL TO MALL DETAIL '
SCALE: 3" = l'-0"
NOTES: 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 "r. 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.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767A774
FAX (386) 767.6556
PAGE
COPYRIGHT 2003
7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E.
n
PRODUCTS, INC
Li
2101 East Main Street
Leesburg,FL34748
352) 787-6783
Lj
719 South Otis Ave.
Lecanto, FL 34461
352) 795-3325
18040 U.S. Hwy. 441
Mount Dora, FL 32757
352) 383-7135
2302 Mercator Drive
Orlando, FL 32807
407) 681-8823
5059 Ridgewood Ave.
Port Orange, FL32127
386) 788-1048
5333 W. Hwy. 17-92
Haines City, FL33844
863)956-3441
2300 Bruner Lane S.E.
Fort Myers, FL 33912
239)481-4900
ci
1404 Mercantile Court
Plant City, FL 33563
813) 717-9177
CORPORATE OFFICE
P.O. Box 491292
Leesburg, FL 34749
352)787-3622
Serving Florida Since 1555
October 22, 2003
City of Sanford
Building Department
Re: 113 Red Cedar Drive
Sanford, FL
The existing 17' x 18' concrete slab at the above referenced address, is a
minimum 4" thick slab, which meets current codes for a screen room addition.
Sincerely,
Robert Jac n
Lic # CBC001467
State Certified Building Contractor #CBC001467
State Certified Roofing Contractor #CCC035617 2003
V
j' BP200I10 CITY OF SANFORD 11/20/03
Application Names Inquiry 09:56:51
Applica ,io number :n04 00000219
Proper Y 113 RED;, EDAR DR
CONTRACTOR
Nam 11 WHITE ALUMINUM PRODUCTS INCJ' Contractor n r
Addr s COLEMAN, CLELL III ! Occ lic nbr
2101 E MAIN ST ' Phone . 52 787-6783
LEESBURG .-FL` ip . . . . . .
PROPERTY OWNER
Name MARSHA & SHARON HOPPER
Address 113 RED CEDAR DR
Phone 330-700SANFORDFLZip . . . . . .32773
407
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113 KC0 ccagar
4,67 3.3 _ 70 07
cio no s
BP502IO2 CITY OF SANFORD 11/20/03
Inspection Inquiry - Results Comments 09:57:03
Parcel Number . . . . . . . . 02.20.30.509-0000-0900
Property address . . . . . . 113 RED CEDAR DR
Appl, structure nbr . . . . . 04 00000219 000 000
Permit type, seq nbr . . . . BLOS 00 BLDG PERMIT - OTHER STRUCTURES
Inspection type, seq nbr BL08 0001 BUILDING FINAL
Inspection status, date INSPECTION COMPLETED 11/20/03
Inspection Results Comments
no one home beware of dog sign on gate
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1
BP200I03 CITY OF SANFORD
Application Inquiry - Fees
Application nbr 04 00000219
Property . . . . 113 RED CEDAR DR
Fee
Class/Type/Description Trans amt Amt due
A AF O1-APPLCTN FEE -BUILDING 10.00 .00
P PF O1-PERMIT FEES 45.00 .00
I RB O1-REINSPECTION-BUILDING 15.00 15.00
Total due: 15.00
Press Enter to continue.
F3=Exit Fll=Change view F12=Cancel F10=Amt billed
11/20/03
09:56:44
Struct Permit Insp
000000 BLOS00
000000 BLOS00 BL080001
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