HomeMy WebLinkAbout299 Clydesdale CirCITY OF SANFORD PERMIT APPLICATION RECEIVED
Permit #: 0 /'•
ry 1
Date:
Job Address:i 4 UU(i eSCrai G c San or A_21 a'17• RaV-Z 8 2006
Description of Wbrk: -Tk,' I ' cnQ S (ei,'St n S Q tiT t i c- f .1 t. m 064
ov
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 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 voter than X)
Parcel #: JUIe - C-)WO - 04)f` U (Attach Proof of Ownership & Legal Description)
Owners,Name & Address: t )
s
Phone; •
Contractor Name & Address: AQ0rAaZ Qrry 33O tA PD. 1 DaL <ao 5a
State License Number: ft S CJOM, eL(b
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Phone:
Fax:
I
SIOLP
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. 1 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: laws rei uNling
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR :'P.Y;NG
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 tot ements of thi permit, t ay be additional restrictions applicable to this property that may be found in the public rec x:s of
this county, and there ay be add ional pe s re m other governmental entities such as water management districts, state agencies, or federal .sycncics.
Acceptance of permi is verifi ton a w' y the owner of the property of the requirem nts of Florida Lien Law, FS 713.
ll
Signatur of Ow er/A t Date tore ofContractor/A nt Date
Print Owner/Agent's Name
tat a of Notary -State of Florida Dat
0y Notary cttblir State of Florida
I I. rry
d d My Corwntssinr rfrK39R9A
n Y rifts 3 --wri forte Contractor/Agent is,
Produced ID _
G iZo- Ito-(o 0
APPLICATION APPROVED BY: Bldg. Loring: I WAZUtililics:
InitIll & Date) (Initial & D c) '
Special Condition":
Nam J
ia DateofFI
Pe n to Me or
FD:
Initial & Date) (Initial & Date)
I
Becky Rogers
MY CommissionDDIS0133
0SNapExpiresFebruary14, 2007 (
P'5
0
0
POWER OF ATTORNEY
DATE: D /
I hereby name and appoint oh er MCAl n P.t.,l of Affordable
Screen & Patio, Inc. to be my lawful Attorney -In -Fact to act for me and
apply to the permit
for work to be p V
Building
Department for a erformed
at a location described as: Parcel
ID # • Oln- 000D Lot _ Block Subdivision:
V (
Address of J Own
r of Property Addres and
ro sign my name and do all things necessary to this appointment and
print name of C ti ied Contractor U"
Signatuertified Contractor The foregoing
instrument was acknowledged before me this /-Z%/0 (4by who is
personally known to N as
identification and who did not take an oath. State of
Florida Notary Si
gnatu Notary Name
P Seal) County
of
Seminole re Date: //
w f v . rinted r
p Becky
ROv— P My
Commission DD180133 p Expires
February14, 2007
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
OAvinJOHH60H,CFA,ASA A 10 1t 12 13 ti 1; iB 17
PROPERTY ESDALE CIR
APPRAISERJai 47 14-5 44 43 142 41AMSEMINOLECOUNTYFL
E. FIRST 5T
SArtFORo,FL32771-1468ill
1101
31 ::f ;`s3 si s5 3f
407 - 665 - 7508
BELGIAN WAY s,
r nrim
2007 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 18-20-31-506-0000-0480 Number of Buildings: 1
Owner: LOPEZ GILBERTO & LUZ M Depreciated Bldg Value: $176,201
Mailing Address: 299 CLYDESDALE CIR Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $38,000
Property Address: 299 CLYDESDALE CIR SANFORD 32773 Land Value Ag: $0
Subdivision Name: BAKERS CROSSING PHASE 2 Just/Market Value: $214,201
Tax District: S1-SANFORD Assessed Value (SOH): $152,656
Exemptions: 00-HOMESTEAD (2004) Exempt Value: $25,000
Dor: 01-SINGLE FAMILY Taxable Value: $127,656
Tax Estimator
SALES
2006 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified
Tax Value(without SOH): $3,742
WARRANTY DEED 09/2003 05097 0498 $156,900 Improved Yes
2006 Tax Bill Amount: $2,425
CORRECTIVE
Save Our Homes (SOH) $1,317
DEED
08/2003 04974 1326 $100 Vacant No Savings:
WARRANTY DEED 05/2003 04860 1856 $345,000 Vacant No
2006 Taxable Value: $123,210
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision ASSESSMENTS
LAND LEGAL DESCRIPTION
Land Assess Frontage Depth
Land Unit Land PLATS: Pick...
Method Units Price Value
LOT 48 BAKERS CROSSING PHASE 2 PB 62
LOT 0 0 1.000 38,000.00 $38,000 1 PGS 97 - 99
BUILDING INFORMATION
Bid Year Base Gross Living Est. Cost
Bid Type Fixtures Ext Wall Bid Value NewNumBitSFSFSF
1
SINGLE 2003 8 1,955 2,388 1,955 CB/STUCCO $176,201 $179,797
FAMILY FINISH
Appendage I Sqft GARAGE FINISHED / 425
Appendage / Sgft OPEN PORCH FINISHED / 8
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 ear's property tax will be based on JustlMarket value.
http://www.scpafl.org/web/re_web.seminole_county_title?parcel=18203150600000480&... 11 /21 /2006
ivauuiu11niiiuuiu11111 ai ui aaaiinu
NOTICE OF COMMENCEMENT
STATE OF FLORIDA COUNTY OF&IYi1nalf.,
Permit No.
Tax Folio No. (PID)Je-1fl-31 • SO(e • OODr7•py930
This Instrument Prepared by:
Return to:
MARYANNE MORSEL CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
SK 06496 Pg 11831 Qpg)
CLERK'S # 2006186993
RECORDED 11/28/BM 100%29 AN
RECORDING FEES 10.08
RECORDED BY t holden
IFILJ CO +
The undersigned hereby gives notice that improvement(s) will be made certain real property, and in accordance
with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement.
OF PROPERTY (Legal
DESCRIPTION OF
0 A
and street address)
OWNER ORMATION
Name Lyl JhrCk8 Telephone #(4 > %an- suo
AddressQAq CAI Facsimile #
So.nQ , A713
FEE SIMPLE TITLE HOLDER (If other than owner shown above)
Name co Telephone #
Address C4.1'Yl'e, Facsimile #
l
CONTRACTOR
Name i4L r ciaWL n'C' Pin r. 1dcL:Vt 6
Address
LO-ACAU000d V1. 3a75a
SURETY (BONDING LOMPANY) (IF ANY)
Name and Address
LENDER (IF ANY)
Name and Address
Telephone # F U'71c'33oZ - 1 Cp
Facsimile #
Perso090
on
ns within the State of Florida designated by Owner upon whom notice or other documents may be served as
provided by Section 713.13(1)(a)7.,Florida Statutes:
Name & Address
Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as
provided by Section 713.13(l)(a)7., Florida Statutes:
Name and Address
In addition to himself, Owner designates of
To receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement
The expiration date is 1 year from date of ordin unlessp)ifferodt ate is specified.)
G,I belzfiv Co
4 NotaryFry Public State OtFlOfida
Signature Of Owner
My'Commissiom D0532828
afore me this a 1 Day of A&d , 20-Ob
Z411- My Commission Expires
otarylic Theef
oregojng instrument was acknowledged before me this 91 day of t1D V , 206by 0
1 Jz ep O'J L° Z (Name of person acknowledged), who is personally known to or who
has produced DL (Type of identification), a identification and who did id nut't-K
0
OFFICE
PERMIT #
aQP
Jlh
D rQ
M
1
n
N
PLANS REVIEWED
CITY OF SANFORD
V
SCRI=-E•N, ACRYLIC & VINYL. ROOMS
JTERIOR BEAM (SEE_ TABLE.
ALUMINUM OF SY-5-ThMPERSECTION7
RIDGE BEAM (SEE T3E8
A.
SECTION 3A
HOST STRUCTURE OR
FOUR'r H WALL FRAME
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARF(II=R 13EAM POST
WQEM--Sl-FlUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
F
TYPICAL GABLE SOLID ROOF ENCL-OSUR'r:: .
SCALE: N.T.S.
Lawrence E. Bennett. P.E. FL ## 16644
CIVIL ENGINEER - DEVELOPMf_NT CONSULTANT
P.O. BOX 214368. 57VT11 DA'iTONA. FL 32121TELEPHONE: (286) 767-4774
FAX: ;31;6) Y67di566
PAGZ
3A-1
CDCOPYRIGHT 700.1NOTTOBEREPRODUCED IN WHO OR IN PART WIT}IOVT THE WRITTEN PERMISSION OF IAWRENCE E. BENPiI'•.TT. P.E.
pLANS FIFAIBNtD
CITY OF SANFORD
SECTION 3A
I
SCREEN, ACRYLIC & VINYL ROOMS
EDGE BEAM (SEE TABLES
3A.1.1 & 3A.1.2)
L FOR
M / MAX.
H*
UPRIGHT
HEIGHT (h)
MIN. 3-1/2" SLAB ON GRADE
CRIES OR RAISED FOOTING
FOR FOOTINGS SEE DETAILS
TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39)
W/ SOLID ROOF TYP. FRONT VIEW FRAMING
HEIGHT OF UPRIGHT IS MEASURED FROM
TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
LW' LOAD WIDTH
FOR ROOF. BEAM-- ,.: ...® CO ECTIOND. . @ FASCIA ALLOWE..__.___,__ P/2' .P/2' _. SEE SECTION 7 FOR DETAILS)
SIZE BEAM AND UPRIGHTS W
SEE TABLES)
z
O.H.
SOLID ROOF / (X cc
NO MAXIMUM /
ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG.
VARIES VARIES
LW = LOAD WIDTH
P' VARIES
NOTES:
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"
INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS WOCOLUMN
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 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION:
100-
123 130 140 150 8
1 #x 1 #12 12 TYPICAL
SCREEN ROOM SCALE:
3/16" = V-0" P AN95 REVI Lawrence
E. Bennett, P.E. FL #'F6 CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
D. BOX 214360, SOUTH DAYTON& FL 32121 TELEPHONE: (
366)7674TT4 FAX: (
366) T67.6m PAGIE
COPYRIGHT
2004 3A-
2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNE-m P.E.
SECTION 3A
EDGE BEAM
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
910 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.
SCREEN, ACRYLIC & VINYL ROOMS
ALTERNATE CONNECTION:
2) #10 x 1-1/2" S.M.S.
HROUGH SPLINE GROOVES
IDE WALL HEADER
ATTACHED TO 1" x 2" OPEN
3ACK W/ MIN. (2) #10 x 1-1/2"
M.S.
IDE WALL GIRT ATTACHED l
x 2" OPEN BACK W/ MIN. (3)
10 x 1-1/2" S.M.S. IN SCREW
OSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
CONCRETE W/ 1/4" x 2-1/4"
ONCRETE/MASONRY
NCHORS @ 6" FROM EACH
OST AND 24" O.C. MAX. AND
ALLS MIN. 1" FROM EDGE OF
ONCRETE
PLANS REVIEWED
1114 OF SANFORD
TYPICAL & ALTERNATE CORNER DETAIL
SCALE: 3" = l'-0"
I"awrence E. Bennett, P.E. FL # 16
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA. FL 32121
TELEPHONE: (386) 7674774
FAX: (386) 767-6555 .
PA01-
COPYRIGHT 2004
3 / A -6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SCREEN, ACRYLIC & VINYL 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" x 2" OR 2" x 3" HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
W/ MIN. (3) #10 x 1-1/2"
S.M.S. IN SCREW BOSSES
PICAL UPRIGHT DETAIL
SCALE: 3" = 1'-0"
SECTION[ 3A
RISER PANELS ATTACHED PER
CHAPTER
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 EvTci IclnkjS r;IRT
ATTACHED TO POST' "."TH
MIN. (3) #10 x 1/2" S.M.S. IN ISCREWBOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
PLANS REVIEW-ED
CITY OF SANFORD
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER. DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767.4774
FAX: (386) 767.6666
PAGE
COPYRIGHT 2004
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT, P.E. 9A_7
SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS
Table .3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans
for Screen, Acrylic or Vinyl Rooms
Aluminum Alloy 6063 T-5
Tributary Load Width 'W' = Purlin Spacing
Sections 3'-0" 3'-6" 4'-0" 1 4%6" 1 5'-0" 1 5'-6" 1 6%0" 6'-6" 7'•0" 7'-6"
Allowable Height 'H' I bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6'4" b 6'-5" b 6'-2" b 5'-11" b
2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b
3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'4- b 8'-9" b 8'-4" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b
3" x 2" x 0.070" Hollow 12'-9" d 12'-2" 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 8'-11" b 8'-8" b 8'A" b B'-V b
2" x 4' x 0.050" Hollow 16*4' b 15'-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'-8" b 16'-6" b 15'-7" b 14'-9" b 14--1- b IT-6" b 1 12'-11" b 12'-6" b 12'-1" b
2" x 5" x 0.050" S.M.B. 23W" b 21'-10" b 20'-5" b 19'-3" b 10'-3" b 17'-5" b 16'-8" b 16'-0" b 1 W-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'-1" 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'A" b 7'-1" b
2" x 3" x 0.045" Snap 14'-4" b I T-4" b 12'-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 15'-3" b 1 14'-4" b 13'-7" b 12.11" b 12'.5" b 11'-11" b 1'1'-6" b 11'-1" b
For 3 necona wina gust az -Icu mrn veluvuy, ua1119 uo0;y11 w" v. _
Tributary Load Width 'W' = Purlin Spacing
Sections 3'-0" 3'-6" 1 4'.0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 1 7'-6"
Allowable Height 'H' / bending'b' or deflection'd'
1. ' " b 6'
Notes:
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.
PLANS REVIEWED
CITY OF SANFORD
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER -DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE: (385) 767AT74
FAX: (386) 707-6556
PAGE
COPYRIGHT2004
3A"24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 7 SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
8 x 1/2" S.M.S. SPACED
EXISTING TRUSS OR RAFTER ---o /-' @ 8" O.C. BOTH SIDES CAULK
10 x 1-1/2" S.M.S. OR WOOD d ALL EXPOSED SCREW HEADS
WOOD SCREW (2) PER
RAFTER OR TRUSS TAIL'7t
010 X 3/4" S.M.S. OR WOOD ::..a'ur....
SCREW SPACED @ 12" O.C. ROOF PANEL
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
FOR MASONRY USE
1/4" x '1-1/4" MASONRY
NCHOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10 x 1-1/2"
S.NI.S. OR WOOD SCREWS @
12" O.C.
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = V-0"
ROOF PANEL TO WALL DETAIL
SCALE: 3" =1'-0"
EXISTING FASCIA
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES CAULK
ALL EXPOSED SCREW HEADS
ROOF PANEL
WOOD STRUCTURES SHOULD CONNEC BUTTS OR THE SUB-FASC FG WHEREPODSIBLEONLY. 15% OF SCREWS CAN BE OUTSIDE THE - 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 "t". 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 FOLLOWINGCONVERSION:
100 -123 130 140 150
8 1 #10 1 #12 1 #12
Lawrence E. Bennett, P.E. FL # 16644 PUNS REVIEWED
CIVIL ENGINEER- DEVELOPMENT CONSULTANT MY OF SAbFORDP.O. BOX 214368, SOUTH DAYTONA• FL 32121
TELEPHONE: (386) 7674774
FAX: (386) 767-MO
PAGE
COPYRIGHT2004
7"4
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF L4WRENCE E. BENNETT, P.E.
SOLID ROOF PANEL PRODUCTS SECTION 7
Table 7.4.1 Structall Building Systems Inc. Snap & Lock O 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:
4" v AR" v n n7A" Rnnf Panal
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang I
Cantilever
All
Roofs
1&2
span
3
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 21'-4" 23'-10" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0"
1 H 21'A" 23'-10" V23'-O"
20-A 1" 20'-2" 13'-9" 15'A" 14'-10" 4'-0"
120 MPH 20'-4" 22'-9" 17-5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0"
19' 6" 21'-10" 18--11" 18--3" 11'-8" 13'-8" 13'-2" 4'-0"
130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11--1" 1 12'-11" 12'-6" 4'-0"
140 MPH 12'4" 13'-9" 1 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11--l" 4--3"
150 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-6" 10'-8" 10'4" 3'-11" 9" ..
AD" v n nan" owwr o... i . Wind
Region
Open
Structures Mono -
Sloped Roof Screen
Rooms Attached
Covers Glass &
Modular Rooms Enclosed
Overhang
I Cantilever
All
Roofs
1 &
2 span
3
span
4
span
1 &
2 span
3
span
4
span
1 &
2 span
3
span
4
span
1011
MPH 24'-11" 27'-11" 27'-0" 23'-10" 26,-8" 25-9" 18'-8" 20'-10" 20'-2" 4'-0" 110
MPH 1 24--11" 27-41" 27'-0" 21'-11" 24'-6" 23'-8" 16'-2" 19'-3" 18'-8" 4'-0" 120
MPH 23'-10" 26.4- 25-4- 20'-5" 22'-10" 22--1" 14'-8" 17'-8" 15'-10" 4'-0" 123
MPH 22'-11" 25'-7" 24,-9" 19'-10" 22•-2" 21'-5" 14'-4" 16'-0" 15'-6" 4'-0" 13D
MPH 21'-2" 23'-7" 22'-10" 18' 8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140
MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 12'-8". 14'-2" 13'-8" 4'-0" 150
MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 11'-2" 13'-2" 12'-9" 4'-0" A" ..
AD" v n n9A" Rnnf Dnnnl Wind
Region
Open
Structures Mono -
Sloped Roof Screen
Rooms Attached
Covers Glass &
Modular Rooms Enclosed
Overha"!,
I Cantilever
Ail
Roofs
1&
2 span
3
span
4
span
2
span
3
span
4
span
1&
2 span
1 3 span
4
span
100
MPH 23'-5" 26'-2" 25'-3" 22-4- 24'-11" 24--1" 17'-5" 19'-6" 18'-10'. 4'-0" 110
MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'.11" 22'-2" 15'-1" 18'-0" 1IT-5" 4'-0" 120
MPH j 22'-3" 24'-11" 24'-1" 19'-1" 21'A" 20'-7" 13'-9" 15'4" 14'-10" 4'-0" 123
MPH 21'-5" 1 23'-11" 23'-Z' 18'-6" 20'-9" 1 20'-0" 13'-5" 14-A1" 14'-6" 4'.0" 130
MPH 19'-9" 22--1" 21'-4" 17'-5" 19,-6" 18'-10" 12'-8" 14'-2" 13'-8" 4,4" 140
MPH 13'-6" 15'-1" 14'-7" 13'-6" 15--1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150
MPH 13'-6" 15'-1" 1 147-7" 13'-6" 15--1" 14'-7" 10'-5" 12'-4" 11'4" 4% All .-
AG" v n n9n" 0--f 13-1 Wind
Region
Open
Structures Mono -
Sloped Roof Screen
Rooms Attached
Covers Glass &
Modular Rooms Enclosed
Overhang
I Cantilever
All
Roofs
1&
2 span
3
span
4
span
1&
2 span
3
span
4
span
1&
2 span
3
span
4
span
100
MPH 27'-11" 31'-4" 30'-3" 126'-8" 29'-10" 28'-10" 20'-10" 23'-4" 22'-6" 4'-0" 110
MPH 27'-11" 31'4" 30'-3" 24'-7" 27'-5" 26'-6" 19'-4" 21'-7" 20'-10" 4-4- 120
MPH 26'-8" 29'-10" 28'-10" 22'-10" 25'-7" 24'-8" 17'-8" 19'-10" 19--1" 4'-0" 123
MPH 26-8" . 28'-8" 27'-9" 22'-2" 24--10" 23-41" 16'4" 19'-3" 18'-7" 4'-0" 130
MPH 23'-8" 26'-5" 25%7" 20'-10" 23'-4" 22'-6" 15'-2" 18--1" 17'-6" 4'-0" 140
MPH 16'-2" 18'-1" 17'-6" 16'-2" 18--1" 17'-6" 14'-2" 15'-10" 15'-4" 4'-0" 150
MPH j 16'-2" 18'-1" 17'-6" 16'-2" 1 18'-1" 17'-0" 13'-2" 14'-9" 14'-3" 4'-0" a
room wlatn + Tw
a VI19'ei'tt, P.E. FL # 16644 350
BURBANK ROAD, k1j0L E MENTCONSULTANT OL,
DSMAR, FLORIDA 34677 CITY 14966 DAYTONA.FL32121 NATIONWIDE
1-BOD-229-5257 TELEPHONE: (3m)76TAT74 LOCAL
B13-B55-2627 FAX: (386)767.6556 FAX
B 1 3-055-B 1 2B PAGE
Q
COPYRIGHT2004 NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. 7-49
FASTENERS SECTION 9
CONCRETE EXPANSION
DRIVE NAIL SPI r SCREW T-BOLT
BOLT
ANCHOR
CONCRETE AND MASONRY ANCHORS
r"'- SCALE: N.T.S.
SHEET METAL. HEX HEAD MACHINE
SCREWS TEK SCREW LAG SCREW BOLT
W/NEOPRENE
WASHER
r'
i METAL FASTENERS WAs ERL
SCALE: N.T.S.
NOTES:
ALTERNATIVE FASTENES-MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR
EXCEED THE SAFE WORKING^LQAD VALUES SPECIFIED BY MANUFACTURER; AND SHALL BE
APPROVED BY THE BUILDING OFFICIAL .
PLANS REvIgVic Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
C'off Of. S^ P.O. BOX 214360. SOUTH DAYTONA. FL 32121
TELEPHONE: (366) 767r1774
FAX. (356) 767-4550
COPYRIGHT 2004
PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9-1
PLAT OF SURVEY
DESCRI:'TION: (AS F'UR{VISED)
LOT 48, BAKERS CROSSING PHASE 2,
AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
CERTIFIED TO AND FOR THE
EXCLUSIVE USE OF:
D.R.H. 'ITLE COMPANY OF FLORIDA INC.
FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA
GILBERTO LOPEZ AND I.UZ MARIA LOPEZ
CH MORTGAGE COMPANY, I , LTD.
PT
589:17'34"Ea- - - -- - -
134.88'
LOT 49
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A).
TRACT A
CLYDESDALE CIRCLE
50' RIGH.T OF WAY '
Ab/c34
5_01.18,
366.30'. —(—
I CENTERLINE OF/
ni RIGHT-OF-WAY
v pv,p
Iui 50.00'
S89'17'34"E.
WALK IS
1.5' OFF
I .;I•::.1
18.0'
10' UTILITY EASEMP
ss
3' C/W
5.0•
D NCRI
20.0' Q 15. 1'
o
O COVERED— O
ENTRY FENCE
IS 0.
25' W. & 0.
3' S. 6'
WOOD FENCE LOT
28 NOTE:
1.
ALL DIRECTIONS AND DISTANCES HAVE BEEN
FIELD VI_RIFIED AND ANY INCONSISTENCIES
HAVE BEEN NOTED ON THE SURVEY,
IF ANY. 2.
PROPERTY CORNERS SHOWN HEREON WERE SET/
FOUND 014 9-11-03. UNLESS OTHERWISE 3.
THE SURVEYOR HAS NOT ABSTRACTED THE LAND
SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY,
RESTRICTIONS OF RECORD WHICH M,AY AFFECT
THE TITLE OR USE OF THE LAND. 4.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED
EXCEPT AS SHOWN. 5.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. NI-
IAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL 120289
004°•E DATED 4/17/95 AND FOUND THE
SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA
OUTSIDE 100 YEAR FLOOD PLAIN. FLEVATIONS
SHOWN 4EREON ARE BASED ON SEMINOLE COUNTY VERTICAL
CONTROL /.S FURNISHED. BEARINGS
SHOWN HEREON ARE BASED ON THE
NORTHER4Y ;,INE OF LOT 48 AS BEING
N89'17 34 E PER PLAT. FIELD
DATE:) 6-2-03 REVISED:
SCALE:
I" = 30 FEET APPROVED
BY:_WRM ASM4U128
FOUNDATION FINAL 9-11-03 CKB JOB
NO. METES
k BOUNDS Ol/2B/03 SO( DRAWN
BY: PLOT PLAN 3-11-03 CKB ONE
STORY w
CONCRETE BLOCK rn
RESIDENCE a
FINISH FLOOR N
ELEVATION-47.29 N
O
S
Z 40.
0' s.
o' u,°
P N89'
17'34"W 50.
00' LOT
29 WALK
IS 1.
5 OFF I
J ry
PLANS
REVIE'Ab 5.
0 CITY Of - SANEORC n
O ,6 nwO ~ w
nO0 1' —
30' GRAPHIC
SCALE 0
15 30 LID
LOT 4-7 pss
LEGEND
LOT
30 BAKERS
CROSSING PHASE I PLAT
BOOK 60, PAGES 27-29) AMERICAN
SURVEYING & MAPPING CERTIFICATION
OF AUTHORIZATION NUMBER LBN6393 320
EAST SOUTH STREET, SUITE 180 ORLANDO.
FLORIDA. 32801- (
407) 426-7979 FNO
1/2-IRON ROD AND CAP isLB16393 (9/11/03) FND
NAIL AND DISC LB
46393 (9/11/03) 03)
D NOOID/(9/1 CNA
CORNER NOT ACCESSIBLE 6
DENOTES DELTA ANCLE L
DENOTES ARC LENGTH C.
B. DENOTES C14ORD DEAR114C PC
DENOTES POINT OF CURVATURE PI
DENOTES POINT OF INTERSECTION PRC
DENOTES POINT OF REVERSE CURVATURE PT
DENOTES POINT OF TANGENCY TYP
TYPICAL A/
C AIR CONDITIONER COW
CONCRETE BLOCK WALL RP
RADIUS POINT 014U
OVERHEAD UTILITY LINE ID
IDENTIFICATION POL
POINT ON LINE PCC
POINT OF COMPOUND CURVE BUILDING
SETBACK LINE CENTERUNE
RIGHT
OF WAY LINE 31
4 EXISTING ELEVATION CONCRETE
LB
LAND SURVEYING BUSINESS LS
LAND SURVEYOR PRM
PERMANENT REFERENCE MONUMENT PCP
PERMANENT CONTROL POINT P)
PER PLAT M)
MEASURED FND
FOUND C/
W CONCRETE WALK S/
W SIDEWALK CP
CONCRETE PAD CS
CONCRETE SLAB C
CHORD LENGTH PK
PARKER KALON R
RADIUS POC
P0114T OF CURVE HEREBY
CERTIFY, THAT THIS BOUNDARY URVEY,
SUBJECT TO THE SURVEYOR'S NOTES ONTAWED
HEREON MEETS THE APPLICABLE AINIMUM
TECHNICAL STANDARDS" SET FORTH Y
THE FLORIDA BOARD OF PROFESSIONAL URVEYORS
AND MAPPERS IN CHAPTER IG17-
6, FLORIDA ADMINISTRATIVE CODE URSUANT
TO CHAPTER 472.027. FLORIDA g-
15-05 FOR
THE
FIRM
WILLIAM
R. USCATELLO JR. PSM(/4928 DATE