HomeMy WebLinkAbout109 Spanish Bay Dr 04-512 Screen roomr- -
Permit # ( ) —1 'LJl 4`
Job Address: j
Description of Work: SCCee" Q
CITY OVSANFORb PERMIT APPLICATION
Date:
1
Historic District: Zoning: Value of Work:
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 Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for of ier tli.an X)
Parcel #: 19 V S 1-7 Q (Attach Proof of Ownership & Legal Description)
Owners Name & Address: L I l , C. / (
L}
y ' S_cttj n f s et,vt Grd ]t4 3Z 2 7/
Phone:
Contractor Name & Address: i) ti 101-11, C',r,-,- , L. 44 mac..' ,
r
I State License Number: 5(f-- O 5 6 -6
Phone & Fax: _`T( 5i62 —6o 6 o e62 /ZZ/ Contact Person: _ Q y 4 aql, Cek r2_Phone: YO
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Phone:
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 prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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. 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 1,f' e ' rca ' that [ tote owne
of
of requirements
c
Print
6 6
Date
Pvr• •" Susan L Matre-Harrison
My Commission DD218024
A*OF M1d Expires Jullb lent is _ e ovally Kno to Me or
a ..
Produced ID G t_%(
APPLICATION APPROVED _BY: -Bldg12— yJ Zoning:
Initial & Date) -
Special Conditions:
Florida Lien Lp(v,(FS 713.
l
L4 V7 r
ractt? /Agent's Nam -
A 1L—Q
1 1
9
a ONtary- f Florida : Date
0 I NCE A: DE GRAVE
MY COMMISSION # DD 164280
s, EXPIRES: November 12; 2006ContractiYr/A nt Bonded gl I or
Produced ID 'L i
o'
lQ ' l0\'o
Utilities: _
Initial & Date)
I 51do
FD:
Initial & Date) (Initial & Date)
CITY OF SANFORD PERMIT APPLICATION
0
Permit #
Job Address: 0
Date:
Description of Work: !LCCe n QC)p,,n On (, XS,},nc; siA g
Historic District: Zoning: Value of Work:
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 Commercial Industrial Total Square Footage:
Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for orlmy clean x)
Parcel #: 19 S l C) C) C) C) U '6 J O (Attach Proof of Ownership & Legal Description)
Owners Name & Address: .L n t i Gf U 5 Chi N ' U, RGV Dr-, e-J 47A 3 L 2
Phone:
Contractor Name & Address:
Phone & Fax: __q0_) [2 -% 6 G 9''jl-/ZZ/ Contact Person
Bonding Company:
Address:
Mortgage Lender:
Address:
Arch Itect/Engipeer:
Address:
State License Number: 5cc
v 19J a, c: yr Phone: yU .7060
Phone:
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 prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT.
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 ofthiscounty, 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 the requirements of Florida Lien L;,W/FS 713.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: Bldg: Zoning:
Initial & Date)
Special Conditions:
l /9103
Si re of C tractor/ gent TDatW
LA c
P 'nt n ract /Agent 's Nam—aigff1
i9
a
aYf
tary-LNI.g lgridA. DE GRAVE Date c*
MY
COMMISSION #
DO 164280 ` s. EXPIRES:
November 12, 2006 ContractiAdAint ' eondeddlIorProduced ID
lQ Initial & Date)
Utilities: FD:
Initial & Date) (
Initial & Date)
Perrnit Number - Parcel Identificatlon [,•lumber 23_1 Z2 1'7 410
Frepared by: Sabrina Carter
9 -
Return to08'35
lando Screen & Awning, Inc.
Sunshine Lane
1tamonte Springs, FL.32714
NcTIC.Ea;F C0MAIr.N,CEMEITF MARYANNE
HORSE, CLERK OF CIRCUIT COURT SEMINOLE
COUNTY BK
05103 F+G 1.738 CLERK'
S # 2003206419 RELORDED
11/19/2003 10:45:41 AM RECORDING
FEES 6.00 RECORDED
9Y S O'Kelley CERtIfIEO
COP1 MARYANNE
MORSE OLERK
OF CIRCUIT COURT SEMINOLE
COUNTY. FLORIDA DEPUTY
CUFRN State
of Florida NOV County
o;f_ 9 The
undersigne;d:lhereby givesnotic.e Wat.improvement(s) will be made to certain real property, and in accordance withChapter;7:13; Florlda:Statutes, the following Information Is provided In this Notice of Commencement. legal
description of the roperty, and street address if available) DescriptionofpropertyLot
F 4 f brrter oaks R . , A i la* / l? i. j FL
I. 2.
GeneraF•d,escription of improvement(s) 3.
Owner Information L
Telephone
Number NameCIIC .t r Fax
Number Address1C J15 1 lr, yy
cG J-) ( Interest
In Property: 4,
Fee Simple Title t-ioidor (if other than owner shown above) Name
Telephone Number Address
Fax Number 5.
Contractor Name
Dulando Screen &.Awning, Inc: Telephone Number 407-862-6060 Address 835
Sunshine Lane Fax Number 407-862-1221 Altamonte Springs,
FL 32714 6, Surety (
if any) Name N/
A Telephone Number. Address Fax
Number Amount of
bond $ 7. Lendor'(
if any) Name N/
A Telephone Number Address Fax
Number 8. Persons
within.the State of Florida designated by Owner upon whom notices or other documents may be servIed`a,
s .pr.ovided by §713.13(1)(a)7., Florida Statutes. Nama Telephone
Number Address Fax
Number 3 Uri]
In
addition
to himself or herself,.Owner designates the following to receive a copy of the Lienor's Notice as provided1h:§713.
13(1)(b), Florida Statutes, Name Telephone
Number Address Fax
Number ExpiratI6.6
Bate' of.notice of commencement (the expiration date Is one year from the date of recording unless a`
dffferent date is specified): ate Signed
his or
her ste d." Sworn to
and subsc i ed bef re me this ,`11( dayof
U1°/ '`
20 & 3 vho is personally
know o me OR Vrproducad ,'Kle 4' '' is identification. Pc >
u.an
t. Matre Hartil011 Y4 ny;..:rnm;
asiona 21 S i tuwo'fgnaNotary (no aria Expiresduly12, 2007
j seal to appear,
below).
n orm Revised: 12JOO.
for
19 to20
Seminole County Property Appraiser Get Information by Parcel Number Page I of I
PARCEL DETAIL
ii i Back Q'
Seminde county a , ,° .rye "
r'ofatrlrrlifpntaicr
clrrrxrs
Sall G
2004• WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 1
Parcel Id: 33-19-30-517-0000-0840 Tax District: S1-SANFORD
Depreciated Bldg Value: $94,793
Owner: LINGARD ELLA Exemptions: 00-HOMESTEAD
Depreciated EXFT Value: $0
Address: 109 SPANISH BAY DR
Land Value (Market): $23,300
City,State,ZipCode: SANFORD FL 32771
Land Value Ag: $0
Property Address: 109 SPANISH BAY DR SANFORD 32771
Just/Market Value: $118,093
Subdivision Name: MONTEREY OAKS PH 1, A REPLAT
Assessed Value (SOH): $101,544
Dor: 01-SINGLE FAMILY
Exempt Value: $25,000
Taxable Value: $76,544
SALES 2003 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $1,547
SPECIAL WARRANTY DEED 08/2000 03928 1288 $118,100 Improved 2003 Taxable Value: $74,164
WARRANTY DEED 07/2000 03901 1243 $165,500 Vacant DOES NOT INCLUDE NON -AD VALOREM
Fnd Comparable Sales within this Subdivision ASSESSMENTS
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 84 MONTEREY OAKS PH 1, A REPLAT PB 56 PGS
LOT 0 0 1.000 23,300.00 S23.300 33 & 34
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 2000 7 2,290 1,874 CB/STUCCO FINISH $94,793 $96,728
Appendage / Sgft OPEN PORCH FINISHED / 36
Appendage / Sgft GARAGE FINISHED / 380
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 orooerty your next ear's property tax will be based on Just/Market value.
VaLAHDO SCREEH1
835 Sunshine Lane, Altamonte Springs, Florida 32714
407)862-6060 FAX (407)862-1221
LIMITED POWER OF ATTORNEY
I, Bernard Duncan, hereby authorized Ser IJ i L£.f to obtain
a Lpermit for the following:
LOT:
Address: Inq of-,h a
Subdivision-000alej--ck . t(-"d
O`TNER of Property:
Address: S(viP
BERNARD DUNCAN
PRESIDENT
Sworn to and subscribed to me this by Bernard
Duncan who is personally known to me and who did take an oath.
pw " Susan L. MatwHanison
W Commission DD218024NOTARY : Expires July 12.2007
PULPHDO SCREEN & OWNING, INC
0
0
sq.4F Rearq:-, - FLR
pur Peckn):E; - —f-M12, Irn
ir-I 1L —.1 Ir r k c--
i --d
771 . S. 2-25
PUNS kc
ITY OF SANFORD
0
0
0
0
0
0
FLOT
Page I 4--f
01 Copym':l crh't 1 SI-40 — 1.S7_ AT —T Xvic -
Lawrence E. Bennet -,--
Civil Engineer & Development Consultant
P.O. Box 214368
South Daytona, rl 32121
386-767-4774
386-767-6556 fax
January 01, 2003
TO ALL BUILDING DEPARTMENTS
Re: "Aluminum Structures Design. Manual"
Master File Ong -;veering
Dear Building Official,
his is ;o that the following contrac _or
is hereby authorized ce ,use my current "Aluminum
S=uc-uses Design Manual" fcr -,-."-Le year 2003.
Bernie Duncan
AAF Mid L 1
Dulando Screen & Awning
835 Sunshine Ln
Altamcnte Springs PL 327141
Thank You_'fof-•your ass,stance.
j
0044LawrenceE. nmet.t.. P E.
4"
SECTION 7 SOLID ROOF PANEL PRODUCTS
Table 7.4.1 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels
Allowable Spans for Composite Roof Panels @Various Loads
Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density
Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density
w.w e n___r G1naa Rnnma
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Mono -Sloped Roof
Partially Enclosed Enclosed Overhang /
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
1 3
span
4
span
1&2
span
3
span
4
span
100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 13'-6" 15'-1" 14'-7" 15-1" 17'-9" 16'-3" 4'-0"
110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 11-7" 13'-6" 13'-1" 13'-9" 15'-4" 14'-10" 4'"
120 MPH 20'-4" 22' -9" 21'-11 1T5 8' -10" 10'-8" 12'-5" 11'-8" 12'-6" 13'-11" 13'-6- 4-
0
123 MPH 1 19'-8" 1 21'-10" 1 21'-1" 1 15'-11" 1 18'-11" 1 1T-3" 10'-5" 11'-7" 1l'-3" 1V-8" 13'-3" 1 13'-2" 1 4'-0"
120 MPH 18'-0" 20'-2" 1 19'-5" 16-1" 1 17'-9" 16'-3" 9757137 1 10'-7" 11'-1" 12'-11" 1 12'-6" i
140 MPH 1 12'-4" 1 IT-9" 1 13'-3" 1 12'-4" 1 13'-9" 13'-3" 1 T-2" 1 10'-3" T-11" 10'-3" 11'-6" 1 11'-1" 1 4'-3" i
1SO MPH I 12'4" 1 13'-9' 1 13'-3" 12'-4" 1 13'-9" 13'-3" 1 9'-7" 1 9'-7" 9'-3" 9'-6" 10'-8" 10'4" 1 T-11" I
A0- - n nzn- owws 0-1 1 Glace Reems 1
Wind
Region
Open Structures
MonoSloped Roof
Screen Rooms
Mono -Sloped Roof
Partially Enclosed Enclosed Overhang /
Cantilever
All
Roofs
1 &2
span
3
span
d
span
1 &2
span
3 4
span span1
182 3 4 1 1 &2 3 I 4
span span span span span , span
100 MPH 1 24'-11" 2T-11" 1 27'-0" 1 23'-10" 1 26'-3' 25'-9" 1 15'-10" 1 18'-5" 1 17'-10" ! 18'43" 1 20'-10" 1 20'-2" 4'-0"
110 MPH 1 24'-11" 12T-11" 1 27'-0" 1 21'-11" 1 24'-6" i 23'-3" 1 14'-2" 1 15'-10- 1 15'--1" 1 16'-2" 1 19'-3" 1 18'-8" i 41-0"
120 MPH 1 23'-10" 1 26-8" 1 25'-9" 1 20'-5" 1 22'-10" 1 22'-l" 1 12'-11" 1 14'-0" 1 14'-0" 1 14'-8" 1 17'-8" 15'-10" 1 4'-0" 1
123 MPH 1 22'-11" 1 25'-7' 1 24'-9" 1 19'-10" 1 22'-2" 1 21'-5" 1 12'43" 1 14'-2" 1 13'-9" 1 14'-4" 1 16-0" 1 15'-6" 1 4'-0" I
130 MPH 21'-2" 1 23'-7" 122'-10" 1 18'-8" 1 20'-10" 1 20'-2" 1 11'-6" ( 13'-6" 1 13'-0" 13'-7" 1 15'-2" 14'-8" 4'2"
140 MPH 1 14'-5" 1 16-2" 15'-7" 1 14'-5" 1 16'-2" 1 15'-7" 1 10'-9" I 12'-0" 11'-7" 12'-8" 1 14'-2" 113'-8" 4'2" I
150 MPH 1 14'-5" 1 16'-2" 15'-7" 14'-5" 1 16'-2" 1 15-7" 1 10'-0" 11'-3" 1 10'-10" 1 11'-2" 1 13'-2" 112'-9" 1 4'-0" 1
A- ,,Q.- n n'IA- owws o- i I C;1aac Rnnma I
Wind
Region
Open Structures
MonoSlooi Roof 1 Screen Rooms
Mono -Sloped Roof (
Partially Enclosed Enclosed Overhang /
Cantilever
AllAll1&2
span
3 4
span span
1&2 I 3
span span
4
span
1&2
span
3
span
4
span
1&2
span
3 1 4
span I span
100 MPH 23'-5" 26'-2" 25'-3" 1 22'-3" 24'-11" 24'-1" 1 14'-9" 16'-6" 1 16-11" 17'-5" 19'-6" 18'-10" i 4'4"
110 MPH
1
1 2T-5" 26'-2" 1 25`-3" 1 20'-3" 22'-11" 122'-2" i IT-3" 1 14'-10" 1 14'-'" 1 15'-1" 118'-0" 1 17'-5" 1 4'-0"
120 MPH 1 22'-3" 24'-11" 1 24%1" 119'-1" 21'-4" 20'-7" 1 V-8" 13'-7" 13'-2" 13'-9" i 16-4" 14'-10" 1 4'-0" I
123 MPH 121'-5" 2T-11" 1 2T-2" 18'-6" 20'-9" 1 20'-0" 11'-5" 13'-3" 1 12-10" 1 13'-5" 14'-11" 14'-6" 1 4'-0"
130 MPH 19'-9" 22'-l" 21'-4" I 17'-5" 1 19'-6" i 18--10" 10'-9" 12'-7" 1 1l'-8" 1 12'-8" 14'-2" 13'-8" j 4' 0"
1140 MPH 13'-6"I 15'-1" 14'-7" 1 13'-6' 1 15%1" 14'-7" 10'-l" 11'-3" 110'-10" 11'-3" 13'-3" 12'-9" j 4'-0"
150 MPH 13'-6" 15'-1" 14'-7" 13'-8" 115'-1" 1 14,-7" 9'-5" 10'-6" 1 10'-2" 10'-5" 12'-4" 11'4" 4'4" I
d" r AA" Y A n1n" Rnnf Aanai I Glass Rooms I
Wind
Region
Open Structures
MonoSloved Roof
Screen Rooms
Mono -Sloped Roof
Partially EnclosedI Enclosed Overhang /
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
j 3
I span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 27'-9" 30'-11" 1 29'-11" 26'-5" 29'-6" 28'-7" 18'-3" 1 20'-5" 19'-9" 20'-8" 23'-l" 22'-3" I 4'-0"
110 MPH 2T-9- 30--11" 29'-11" 24'-4" 27'-2" 26'-3" 15'-9" 18'-8" 1T-11 19'-1" 21'-5" 20'-8" 4'-0"
120 MPH 1 26'-5" 1 29'-6" 28'-7" 22'-8" 26-4" 124'-5" I 14'-5" 16'-1" 15'-7" 17'-6" 1 19'-7" 18,-11" 4'-0"
123 MPH 1 25'-5" 1 28'-5" 27'-5" 21'-11" 24'-7" 23'4- 14'-1" 15'-9" 15'-2" 15'-10" 19--0" 18'-5"
130 MPH 23'-5" 26'-2" 25'-4" 20'-8" 23'-1" 22'-4" 1 13'4" 14'-11" 1 14'-5" 15'-0" 1T-11" 16'-3' 4'-0"
140 MPH 16-11" 1T-11" 1T-3" 16-11- 17'-11" 1 T-3" 12'-5" 13'-10" 13'-5" 14'-0" 15'-8" 1 15'-2" 4'-0"
150 MPH 16-11" 1T-11" 1T-3" 16-11" 17'-11" 1T-3" 11'-2" 12'-11" 12'-6" 13'-1" 14'-7' 14'-1" 4'-0"
Note: Total root panel wiptn = room wlptn + wall WIGM + overnang.
Lawrence E. Bennett, P.E. d
CML ENGINEER - DEVELOPMENT CONSULTANT S T" U C TA L L
P.O. BOX 214368, SOUTH 0AYTONA, FL 32121
TELEPHONE (386) 767-4 74 350 BURBANK, OLDSMAR. FL 34677-4906
FAX (386) 787 &558
LOCAL (813) 855-2627
NATIONWIDE 1-800-969-3706
FAX (813) 854-2802
PAGE
COPYRIGHT 2003
7-42 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
Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans
For Screen Rooms or Vinyl Rooms
Aluminum Alloy 6063 T-6
SECTION 3
tOr 1) seconu will quo a
Tributary Load Width W = Purlin Spacing
Sections 3'-0••' 3,-6'• 4'-0" 1 4'-6" 1 5•-0" 5'-6" 6'-0" 6'-0"7 7 - 7'-0"
Allowable Height H' / bending 'b' or deflection 'd'
2" x 2" x 0.044"
2" x 2" x 0.055"
x 2" x 0.045"
3" x 2" x 0.070"
2" x 3" x 0.045"
I2" x 4" x 0.050"
2" x 5" x 0.050"
2" x 6" x 0.050"
12" x 2" x 0.044"
12":-. 3" x 0.045"
12"x4"x0045"
Hoilow
Hollow
Hoilow
Hoilow
Hoilow
Hollow
S.M.B.
S.M.B.
Snap
Snao
Snap
9'-5" bl T-9" b 8'-2" bl T-8" bi
10'-3" bi 9'-6" b 8'-11" b 8'-5"b
1 V-3" b 10'-5" b 9'-9" b 9'-3" b
I 12'-9" dl 12'-2" d l V-7" dI 10'-11" bl
i2'-9" bl 11'4" bl 11'-0" bl 10'-5" b1
1 16'-3" bI 15'-1" bI 14'-1" bI 13--3" b
1 23'-7" bl 21'-10" bl 20'-5" bi 19%3" bi
1 26%1" b 1 24'-2" bl 22'-7" b j 21'-3" b1
1':1'-3" bI 10'-5" b1 9'-9" b 1 9'-2" b
4' 1" b l 13' 1" b I 1 -5" b 1 11'-9" b
1 17'7" bi 16'-3" bl 15'-3" bi 14'-1" bi
T-11"
8'-9"
10'-5"
9'-10"
I 12'-7"
18'-3"
20'-2"
1 T-8"
11'-2"
13'-7"
Of 6'-11" bj 6'-8" b 1 6-5" bl
b T-7" b T-3" b 6'-11" b
bl 8'-4" b T-11" b T-8" b
bl 9'-11" b 1 9'-6" b1 9'-2" bl
bl 9'-5" bI S-11" bl T-8" b1
bi 12'-0" b I 11'-6" bi 11'-0" b1
bl 17'-5" b1 16'-8" b 16'-0" bI
bi 19'-3" b 1 18'-5" b 17'-9" b 1
bi 8'-3" bi T-11" b T-7" b,
b 1 10'-7" b l 10'-2" b T-9" b i
bi 12'-11" bl 1,2'-5" 'ol 11'-11" bl
6'-2" bi 5-11" l6'-9" bj 6'-6"
3"
7'-5" b, 7'-2"
8'-10" bl T-6" b
T-4" bi 8'-1" d
1U'-3"
15'-5' bi 14'-11" bl
17'-1" bl 16'-6" b
T 4" b T-1" b
9'-5" b i 9'-1 " b
11'-6" b 1 1V-1" bl
For 3 second wino gust at i4u mrr1 veioulLy, :,Ally - %it, IVOY V
I 1 Tributary Load Width 'W' = Puriin Spacing
i ! Sections 3.-0... 3'-0.. 1 4.-0.. 4'-S" 5.-0- 1 5%6- 1 8.-0-0.. " 1 5. I 7.-0.. 1 7.-0..
r Allowable Height 'H' / bending 'b' or deflection 'd
i 2" .t 2" x 0.044" Hoilow ! 3'-3" bl 3' 0" bl T 6" of 7'-1" b 6'-3" bl 6'-5" of 6'-1" bl 5' 11" bl 5' 8" bl 6"
12" :t 2" x 0.055" Hollow i 9'-5" b 1 8'-9" b i T-2" b 1 7'-9" bl T s" b j 5'-11 " bi 6'-8" b 1 6'-5" b I
3" x 2" x 0.045" Hoilow 1 10'-5" oI 9'-7" bi T-11" b1 3'-6" b1 8'-0" bl T-8" bI 71-4" b1 7'-1" 01 6'-10" bI 6'-7" b
i 3" x 2" x 0.070" Hoilow 112'-1" dl 11'-5" bi 10'-8" 01 10'-1" bl 9'-7" bl 9'-2" bi 8'-9" bi 8'-5" bi 5'-1" bl T-1 b
2" x 3" x 0.045" Hoilow 1 12'-10" bi IV-11" bl 11'-2" b1 10'-6" bl 9'-11" bl T-6" bl 9'-1" b1 8'-9" bl T-5" bl 3'-2" b
0.050" Hollow 1 14'-' 1" bl 13'-10" bl 12'-11" b1 12'-2 - bl 11 b1 11 -0 bl 0'- bl 10 2 bl 9 9 0l 9 5 0
2" x 5"x 0.050" S.M.S. 1 21'-3" bi 20'-1" bl 18'-9" bi 1T-9" b 1 16'-10- bl 16'-0" b 1 15'-4" b 14'-9" b1 14'-2" b1 13'-9" b
12" x 6" x 0 050" S M 131 23'-11 " bi 22'-2" :)1 20'-9" bi 19'-7" bj 18'-7" b! 17'-9" 01 16-11" bi 16'-3" b! 15'-3" b 1 15' 2" b 2"
x 2" x 0.044" Snap 1 10'-4" b1 9'-7" b1 8'-11" b 1 8'-5 bl 7-11 0 1 7- bi 7-4 b1 7-0 bi 6 9 0l 0 0 0 12"
x 3" x 0.045" Snap i 13' 3" bl 12'-3 - b 11'-5" b 10'-9" bi 10'-3" b1 9'-9" bl 9'-4" bl 8'-11" b 1 8'-8" bl 8'--1" b 12"
x 4" x 0.045" Snap I 16'-2" bi 14'-11" bl 14'-0" b. 13'-2" b1 12'-6" b I I V-11" b1 11'-5" b1 10'-11" bl 10'-7" b 1 10'-3" b or
3 second 'hind gust at 130 MPH velocity; using design load of 15 #/SF Tributary
Load Width 'W' = Puriin Soacinq Sections
3'-0 i 3'-5" I 4'-0" 1 4'13" 5'-0" I 5'-0" 6'-0" 6'-0" 1
i Allowable Height 'H' 1 bending 'b' or deflection V 2"::
2" x 0.044" Hoilow 1 3'-1" bi r'-d- 01 b"-, ,_. 01 0-r 01 0-0 01 ;-! I I- 2"
x 2" x 0.055" hollow 1 8'-10" bl T-2" bi 7-7" b T-2" bi 6'-10" b o"'-6" bl 6' 3" bl 5'-11" bi 9" bl 5' 3"
x 2" x 0.045" Hollow 1 9'-8" bi T-11" bl T-4" bl 7-11" bl T-0" bi T-2" bl 6'-10" bl 6'-7" bl 6-4" bl 6'-1" bi 3"
x 2" x 0.070" Hollow 1 11'-6" bi 10'-8" bl T-11" bl T-5" bI T-11" bl 8'-6" bl 8'-2" b1 7'-10" bl T-6" bi T-3" bl 12"
x 3" x 0.045" Hoilow 1 11'-11" bl. 11'-1" bi 10'-" bI 9'-9" b 3-3" bi 8'-10" b 8'-5" b1 T-2" b 1 7'-10" bl T-7" b 2"
x 4" x 0.050" Hoilow 113'-11" bl 12'-11" bl 12'-l" bl 11'-4" b 1 10'-9" bl 10'-3" b1 9'-10" b1 9'-5" bl 9'-1" bl 8'-10" bl 2"
x 5" x 0.050" S.M.B. 1 20'-2" bl 18'-8" bi 17'-6" bi 16'-6" bl 15'-8" 01 14'-11 " b 1 14'-3" b 13'-9" b i T-3" b 1 12'-9" b 1 2"
x 6" x 0.050" S.M.B. 122'-4" bl 20'-8" b1 19'-1" b 18'-3" b 1 17'-3" bl 16'-6" b 1 15'-9" b 15'-2" bi 14'-7" b1 14'-1" b 2"
x 2" x 0.044" Snap 1 9'-7" bl 8'-11" bi 3'-1" bl T-10" bl T-5" bl T-1" b 6'-9" b 6'-6" b1 6'-3" bi 6'-1" bl 2"
x 3" x 0.045" Snap 1 12'-4" bl 11'S" bi 10' 8" b I 10%1" b 1 9'-6" b 1 T-1" b 8'-8" b 3'-4- b 1 8'-1" b1 7'-9" b 2"
x 4" x 0.045" Snao 1 15'-1" bi 13'-11" bi 13'-0" b 12'-4" bi 11'-8" bi 11'-1" b 10'-8" b 10'-3" b 9'-10" bj 9'-6" b Notes:
1.
Above spans do not include length of knee brace. Add horizontal distance from upngnt to censer ul uidcc Lu ucal1 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 21<48, SOUTH DAYTONA, FL 32121 TELEPHONE (386)
767-4774 FAX (386)
767-6556 PAGE Cg)
COPYRIGHT
2003 3.39 NOT TOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. BENNETT, P.E.
SECTION 7 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 WCOD
SCREW SPACED @ 12" O.C.
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
ROOF PANEL
EXISTING FASCIA
ROOF PANEL TO FASCIA RETAIL
SCALE: 3" = 1'-0"
EXIST ING HOST STRUCTURE
WOOD FRAME. MASONRY OR #8 ; 1/2' S.M.S. SPACED
OTHER CONSTRUCTION /vz j / cd) 3" O.C. BOTH SIDES
FOR MASONRY USE
1/4 x 1-1/4 MASONRY
ANCHOR OR EQUAL @ 24" O.C. / w P
FOR WOOD USE #10 x 1-1/2" j
z a.¢
w
S.M.S. OR WOOD SCREWS @ a
ROOF PANEL
1 O.C.
I
ROOF PANEL TO MALL DETAIL
SCALE: 3" = V-0"
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA
FRAMING WHERE PCSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTT S. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS
INTO THE HCST 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 ". 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) 767-4774
FAX (386) 767-6556
PAGE
7 A I O
NOT
P
O BIER PRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I
SECTION 7
RIDGE CAP
8 x 9/16" TEK SCREWS @
PAN RIBS EACH SIDE
CAULK ALL EXPOSED SCREW
HEADS & WASHERS
8 x 1/2" 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
BOXED END OF PAN AND
HEADER
SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
RCCF PANEL TO SEAM DETAIL
SCALE: 3" = 1'-0"
WHEN FASTENING PANELS
OR PANS TO WOOD PLATES _
SCREWS SHALL HAVE A
MINIMUM EMBEDMENT OF 1"
CAULK ,ALL EXPOSED SCREW
HEADS & WASHERS
FOR COMPOSITE ROOFS:
10 x (t + 1/2"1 S.M.S. W/
1-1/4" 0 FENDER WASHERS
@ 12" O.C. (LENGTH =
PANEL THICKNESS + 1")
@ ROOF BEARING ELEMENT
SHOWN) AND 24" O.C. @
NON -BEARING 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
8 x 1/2" S.M.S. (3) PER PAN
ALONG PAN BOTTOM
FOR PAN ROOFS:
3) EACH #8 x 1/2" LONG S.M.S.
PER 12" PANEL W/ 3/4"
ALUMINUM PAN WASHER
ROOF PANEL
PER TABLES SECTION 7)
SUPPORTING BEAM
PER TABLES)
ROOF PANEL TO BEAM FASTENING DETAIL
SCALE: 3" = l'-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
GHT 2003PAGE7.14 1 O
NOTTO BIE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I
SE'CT10N 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
ALTERNATE CONNECTION
DETAIL 1" x 2" WITH
3) #10 x 1-1/2" S.M.S. INTO
SCREW BOSS
BEAM/HEADER
2) #10 x 1 1/2" S. M. S. INTO F ANGLE CLIPS MAY BESCREWBOSS
SUBSTITUTED FOR INTERNAL
ANCHOR 1" x 2" PLATE TO SCREW SYSTEMS
CONCRETE W/ 1/4" x 2-1/2"
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH i MIN. (3) #10 x 1 1/2" S.M.S.
POST AND 24" O.C. MAX. INTO SCREW BOSS
MIN. 0-1/2 SLAB 2500 PSI 1" x 2" EXTRUSION
CONC. o x 6 - 10 x 10 W.W.M.
OR FIBER MESH
a 1-1/8" MIN. IN CONCRETE
VAPOR BARRIER UNDER
CONCRETE
ALTERNATE HCLLOWW UPRIGHT TO BASE ACID
HOLLOW!/ UPRIGHT TO BEAM DE T AIL
SCALE. 3 1'-0"
ANCHOR 1",( 2" CHANNEL TO
CONCRETE WITH
1/4" x 2-1/4"CONCRETE
ANCHORS WITHIN 6" OF EACH —
SIDE OF =ACI-1 POST AT 24"
O.C. MAX. OR THROUGH
ANGLE AT 24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 5x6-10x10 W.W.M. OR
FIBER MESH
HEADER BEAM
4) #10 x 1/2" S.M.S. EACH SIDE
OF POST
H-BAR OR GUSSET PL ATE
2"x2"OR2"x3"OR2'S.M.B.
POST ++
MIN. (4) #10 x 1/2" S.M.S.g 1
EACH POST
1" x 2" EXTRUSION
Legal Description
T
Lot 84, :41ONT E'REY OAKS PHASE 1, A REPLAT, according to the
plat thereof, as recorded in Plat Book 56, Page(s) 33-34, of the Public el,
Records of Seminole County, FL.
i y1
Community
Wl-
number: 120294 Panel: 0040
Suffix: E F.LR.H. Date: 4117195 Flood Zone: X rl =-` ryf
Date offield work: 6118102 Completion Date: 6118102
A.
i
rr
1B W xo
Certified to:
Ella Lingard: First American Title Insurance Company; Wells Fargo
llome . fortgage, Inc., its' successors andlor assigns.
SP_ANISH RA_Y DRIVE
Jam-
SO' R/W
0
49. 90 S89-51 08 "£ (M) O 50. 03'S89-56 OBE (M)
50.00 S89- 4742 (P) N 50.00'S89- 4742 "£ (P)
F.LR. 112 1/2' --
AIR. f.l. R. 1/2" N
I19. 40 , 14.75 W ;
10 6. 00 ^ 3 3 t
o ONE STORY o v N 0
0 h Raj 109 22
h r (vy M O
O 40.
00' LOT
83 TO
5
fNV/
R, 1 COMM£WT. D.
30' T 84 a 40' r.l. R.1/? - PLAT
UM/TS so.
ov' i N89
4742 "11' (M)(P) Property
Address: 109
Spanish Bay Drive tFes=
IZIX eLo w4u. Sanford, FL 32771 ter.-
WL)C7O l\'CE A CENTRAL ANCLE/OELTA X -
X - IMRE FENCE 17 6 WEE Z) 800K F,
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ELX---- VXWATELE.P EDC-
dE OF VV4T(17 Voice (
407) 688-7631 Fax (407) 688-7691 I,. it. 71 .;.: L\T