HomeMy WebLinkAbout346 Appaloosa Ct 04-645 Screen porch1116. illi;11
CITY OF SANFORD rERMIT APPLICATION
Permit # Date:
j:
Job Address: LAIL, 0 V43
Description of Work: PC> r a/\ (7 n el\ 3-_1tN YN51 SA C
Historic District: Zoning: Value of Work: $ -- ------
4.11 0-
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 'A Commercial Industrial Total Square Footage: 0 5 3
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: — (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal De c i ti n) 1 Descl p in
Owners Name & Address:
Contractor Name &
Phone & Fax: .1-0E
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer
ad 0 Contact Person:
Phone: 1407-a-?x
State License Number:
Phone:
one: 17 T-111ti-
Address: DEC, 10 2003Fax: -
7.
Application is hereby made to obtain a permit to do the work and instal lation0as 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 ofall lawaurisdiction. ,
fAinderstand
that a separate Rf permit
mustbesecuredforELECTRICALWORK, PLUMBING, SIGNS -W'A ELLS, S, HEATERS, TANKS, and AIR CONDITIONERS,
etc. OWNER'S
AFFIDAVIT: I certify that all of the foregoing information is` a i ccurate
and
that all work will be done in complia%ce'with all applicable lav,,P regulating construction and
zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT AY RESULT IN YOUf.,. 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 of
permit isyerification that I will noti owner of the property of the requirements of Florida Lien Law FS ? 71 7 ignature
of
0(vner/Agep?' Date Signature of 9L E
Contracor/Agent
a e Z Print
Owner
gent's K\,amLe6 Print Contractor/
Agent's 2 rl(
MA0Signa5re_
of Notary-Sta&j Florida Date 9 Si natureof Notary -State of Flo a Date 11MAR C
947200
Owner/Agent
is ILV Kno%M AESIAqust 23, 2004 Contractor/Agent is -Versonally Known to Me or Produced ID
Bonded Thtu Notary Public underwriters Produced I D APPLICATION APPROVED
BY: Bldg —03 Zoning: Utilities: FD: initial & Date) (
Initial & Date) (Initial & Date) (Initial & Date) Special Conditions:
BARBARA J.
FOLLMAR MY cc)
N", CC 947200 LXPiKS: A,
gust 2'5, 2004 13,:a;
i PuOli: !jnderriter.,
SEMINOLE COUNTYyr,'EORIU.1S7LjkEFU ..C..! MARYANNE MURSE, CLERK OF CIRCUIT COURT
QCcxrSzC't") SEMINULE CUUNTY
7 NOTICE OF COMMENCEMENT BK 05129 PG 0847
CLERK'S # 2003219035
State of Florida Coun obt/ 10/2003 QI':56:3Q PH
Permit No. Tax Folio No. (PID)
PV
CORDING FEES 6.00
The undersigned hereby gives notice that improvement will be made to certain real property, an in accordance wi ier
713, Florida Statutes, the folling information is provided in this Notice of Commencement.
OF PROPERTY (Legal description of the property and street address)
N n 0 Y
trhQ T-e- =L— GENERAL
DESCRIPTION OF IMPROVEMENT OWNER
INFORMATION Name
and address Interest
in property (Fee Simple, Partnership, etc.) CERTIFIED COPY MARYANNE
MORSE NAME
AND ADDRESS OF FEE SIMPLE TITLE HOLDER (:F OTHER THAN OWNER) OLERK OF CIRCUIT COURT SEM
HOLE COUNTY. FLORIDA CONTRACTOR `'
DFP1 I?v r` irk r'per Name
and address Ed n th. c1 M r+- Stu 1 S S r I.1e • 2003 c,y DEC ,
0 J SURETY (
Bonding Company) Name
and address AJ Ps Amount
of Bond / LENDER
Name
and 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(1)(a)7., Florida Statutes: /, I NameandaddressIn
addition to himself; Owner designates of to
receive a copy of the Lienor's Notice as provided
in Section 713(1)(b), Florida Statutes. Expiration
Date of Notice of Commencement The
expiration date is 1 year from date of recording unless a different datgi "specified. Signature
o er Sworn
to and subscribed before me this _ Day of Y106, , 20_!;L. K
BARBARA
J. FOLLMAR MY
COMMISSION # CC 947200My CommissionExpires: EXPIRES:
August 23, 2004Notary PublicBondedThruNotaryPublicUnderwritersTheforegoinginstrumentwasacknowledgedbeforemethisdayofYWVynameof
person acknowledged), wh'spes^^'ly';^.5,;. to me or
who has produced (type of identification) as inentification and who
did/did not take an oath.
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL I WAAMULIndiLiold• 4 Back
4o` Scminolc
County r
opr
rl v prolse r c
en ites 1lnl
F. kir%I M. I.
nl(irLI 1.1. 32771 411'
7.J. nS-7 i11C LUSITAN
2004
WORKING VALUE SUMMARY GENERAL
Value
Method: Market Parcel
Id: 18-20-31-506-0000-1000 Tax District: S1-SANFORD Number
of Buildings: 0 Owner:
CONFIDENTIAL PER Exemptions: 00 STATUTESHOMESTEADDepreciated Bldg Value: $0 Own/
Addy: 119.07(03)(1) CID# 359 Depreciated
EXFT Value: $0 Address:
1101 E 1ST ST Land
Value (Market): $6,310 City,
State,ZipCode: SANFORD FL 32771 Land
Value Ag: $0 Property
Address: Just/
Market Value: $6,310 Subdivision
Name: BAKERS CROSSING PHASE 2 Assessed
Value (SOH): $6,310 Dor.
00-VACANT RESIDENTIAL Exempt
Value: $6,310 Taxable
Value: $0 SALES
2003
VALUE SUMMARY Deed
Date Book Page Amount Vac/Imp Tax
Value(without SOH): $132 WARRANTY
DEED 10/2003 05097 0453 $166,100 Improved 2003
Tax Bill Amount: $132 CORRECTIVE
DEED 08/2003 04964 1117 $100 Vacant Savings
Due To SOH: $0 WARRANTY
DEED 06/2003 04960 0165 $579,500 Vacant 2003
Taxable Value: $6,310 DOES
NOT INCLUDE NON -AD VALOREM Find
Comparable Sales within this Subdivision ASSESSMENTS LAND
LEGAL DESCRIPTION PLAT Land
Assess Method Frontage Depth Land Units Unit Price Land Value LOT 100 BAKERS CROSSING PHASE 2 PB 62 LOT
0 0 1.000 6,310.00 $6,310 PGS 97 - 99 NOTE:
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax rurposes.
Ifyourecently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://
www.scpafl.org/pls/web/re—web.seminole—county title?PARCEL=1820315060000]... 12/ 19/2003
SCREEN, AC,AYLIC / VINYL, GLASS & MO''DULAR ROOMS
IIv I CRIOR BEAM TABLES
SCREEN & VINYL ROOMS
3.1.3
GLASS.ROOMS;
RTIALLY ENCLOSED) 3.2.3
ENCLOSED) 3.3.4
H
d
X
Ru i,
nn
City Of Shj,,L,U;MIMUM ROOF SYSPERSECTION 7
RIDGE BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.4
GLASS ROOMS:
P TIALLY ENCLOSED) 3.2.4
ENCLOSED) 3.3,5
L SLOPED SOLID RC
SCALE: N.T,S.
SECTION 3
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N,T,S.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
n TELEPHONE (388)74
FAX (386) 787-65566556
PAGE
GOPYRIGHT 2003 3-1
OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTIbN 3 1 SCREEN, ACRYLIC / VINYL, GLASS & MODUL.AR'ROOMS
LW' FOR
MAX,
UPRIGHT
H HEIGHT (h)
I - VARIES
EDGE BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.1, 3.1.2
GLASS ROOMS:
PARTIALLY ENCLOSED) 3.2.1,
3.2.2
ENCLOSED) 3.3.1, 3,3.2, 3.3.3
1"x2"
MIN. 3-1/2" SLAB ON GRADE
OR RAISED FOOTING
FOR FOOTINGS SEE DETAILS
TYPICAL GLASS ROOM WITH SOLID ROOF PAGE 3-23, 24, 25)
TYPICAL 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
P/2' 'P/2'
SIZE BEA 4 AND UPRIGHTS
SEE TABLES)
SOLID ROOF
NO MAXIMUM
ELEVATION LAB OR GRADE)
VARIES
NOTES:
1.ANCHO
AND W/
INTERN)
CONNE(
2.SELECT
3.SELECT
BEAMS
4.ANCHOF
CONVEF
VARIES
P' VARIES
ALTERNATE CONNECTION
@ FASCIA ALLOWED
SEE SECTION 7 FOR DETAILS)
w
C7 IY
z
U
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
V x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C.
16" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/
i OR #10 x 2-1/2" WASHER HEADED SCREW T-0" O.C.. ANCHOR BEAM AND COLUMN
LY OR W/ ANCHOR CLIPS AND (2) ##8 SCREWS W/ WASHERS @ EACH POINT OF
ION.
RONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H.
CREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3'AND GLASS ROOM FOURTH WALL
ZOM TABLE 3.1.5 USING P/2
BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
ION: 100-123 11 140 150
8 10 12 12
TYPICAL SCREEN / GLASS ROOM1
SCALE: 3/16" = V-0"
Lawrence E. Bennett, P.E.
CIVIL NGINEER -DEVELOPMENT CONSULTANT
P.O, BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767A774
FAX (386) 767.6556
PAGE
COPYRIGHT 2003
3-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
ALTE ATE CONNECTION
DETAIL 1" x 2" WITH
3) #10 x 1-1/2" S.M.S. INTO
SCREW BOSS
2) #10 1 112" S. M. S. INTO
SCREW BOSS
ANCHOR 1" x 2" PLATE TO
CONCF ETE W/ 1/4" x 2-1/2"
CONCRETE ANCHORS WITHIN
6" OF E CH SIDE OF EACH
POS1 AND 24" O.C. MAX.
MIN. 3 1/2" SLAB 2500 PSI
CONC, 6 c 6 -10 x 10 W.W.M.
OR FIBER MESH
VAPO BARRIER UND
CONC T
BEAM/HEADER
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
MIN. (3) #10 x 1. 1/2" S.M.S.
INTO SCREW BOSS
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRETE
RNATE HOLLOW UPRIGHT TO BASE AN
FOLLOW UPRIGHT TO BEAM'DETAIL
oral F• ,_ _n,_/
ANCHOR 1' x 2" CHANNEL TO
CONCRETE WITH
1/4" 2-1/4"CONCRETE
ANCHORS ITHIN 6" OF EACH
SIDE OF E ACH POST AT 24"
O.C. M OR THROUGH
ANGL AT 24" O.C. MAX.
MIN. 3 2" SLAB 2500 PSI
CONC. 6x6 0x10 W.W.M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
HEADER BEAM
4) #10 x 1/2" S.M.S. EACH SIDE
OF POST
H-BAR OR GUSSET PLATE
211x2"OR2"x3"OR211S.M.B.
POST
MIN. (4) #10 x 1/2" S.M.S. @
EACH POST
1" x 2" EXTRUSION
1-1/8" MIN, IN CONCRETE
ALTERNATE PATIO SECTION TO UPRIGHT AND
PATIO SECTION TO BEAM DETAIL
SCALE: 3" = 1'-0"
aWrence E. Bennett, P.E,
IVIL
f
GINEER •DEVELOPMENT CONSULTANT
P.0X 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386)767.6556
PAGE3 14 11 NOT TO BIE REPRODUCED IN WHOLE OR IN PART WITHOUTTHE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I
r
ON 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
EDGE BEAM
1" x 2" OPE N BACK ATTACHED
O FRONT POST W/
10 x -1/2" S.M.S. MAX. 6"
FROM EACH END OF POST
AND 24" O.C.
WALL GIRT
1" x 2" OPEt I BACK ATTACHED
FRONT POST W/
10 x 1 /2" S.M.S, MAX. 6"
FROM E CH END OF POST
AND 24" O.C. 1"
MIN.
ALTERNATE CONNECTION:
2) #10 x 1-1/2" S.M.S.
FHROUGH SPLINE GROOVES
ME WALL HEADER
kTTACHED TO 1" x 2" OPEN
LACK 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
CONCRETE W/ 1/4" x 2-1/4"
CONCRETE/MASONRY
ANCHORS @ 6" FROM EACH
POST AND 24" O.C. MAX. AND
WALLS MIN. 1" FROM EDGE OF
CONCRETE
ICAL & ALTERNATE CORNER DETAIL
SCALE: 3" = 1'-0"
L rcwrence E. Bennett, P.E.
CIV ENGINEER - DEVELOPMENT CONSULTANT
P. . BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-1774
FAX (386) 767-6556
PAGE
COPYRIGHT 2003
3.1 6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
F-
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3
OMPOSITE ROOF PANELS:
4)1/4" x 4" LAG BOLTS W/
1-1 " FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C, ALONG
SIDES
2" x 2" OR 2" x 3" HOLLOW
GI[T AND KICK PLATE 2" x 2"
HOLLOW RAIL
0 ATTACHED TO BOTTOM
MI . (3) #10 x 1-1/2" S.M.S. IN
SCREW BOSSES
9 < /
TYPICAL UPRIGHT DETAIL
SCALE: 3" = 1'-0"
RISER PANELS ATTACHED PE
CHAPTER 7
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2"x2",2"x3"OR3"x2"
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.)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214308, SOUTH DAYTONA, FL 32121
TELEPHONE (386)'767-1774
FAX (386) 767-6556
I
PAGE
PYRIGHT 2003 3-17
N T TO B E REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3
i
i
Table 3.1.1.120 Allowable Edge Beam Spans " Holl* Extrusions
or Screen or Vinyl Rooms
secpnd wind gust -at 120 MPH velocity; using desl n load of 23 #/SF (43 #/SF for Max. Cantilever)
m minum Aijo ou -o
2" x 2" x 0.044"
Load Max. S an' ! bendln 'b' or deflection'd
Mdth (ft' 1 & 2 Spa Span 4:Span Icant(1ver
2" x 2
Lod
x 0.055
May. Spain 'L' / bandin 'b' oriJeflectlon'd'
dt eft 1 & 2 Spa 3 Span 4 Span Cantilever
5' 4'-2" d -1" 1-1' d
I A-9" dI d'-1n" b 1 1'-0" d
7 3'-9" d
9._1._
4'-3"
u 1
b
Y-a
4'-1"
v
b
I —
1 0'-11" d 7 3'-11" d 4'-8! b. 41-6" b 0'-11- d
8 3'-7" d 3'-11" b' 3'-10" b 0'-10" d 8 X-9" d 4'4" b 4'-2" b 0'-11" d
9 3'-4" b 3'-9" b 3'-8" b - 0'-10" d 9 3'-8"• d 4'-1" b 3'-11' b 0'-10' d
10 3'-2" b 3'-7" b 3'-5" b 0'-10" d 10 31-6" b 3'-11" b. 3'-9" b .. 0'-10" d
11 3'-0" b 3'-b" b 3!-3" b 0'-9' ' d 11 3'-4" b. 3'-9" b 3'-7" b 0!-10" d
12 2-4 1-h b 3'-3" b 1 T-2" b 0'-9- d 12 3'-2" b. T 7" b 3.'-5" b 0'-10" d
3 x 2'*x 0.045". 3" x 21 x 0.010'
Load
Width (m)11 ax. Spa 'L'./ bendln 'b' or deflectlon'd Loa Max. S' art'L' / bendln 'b' or deflectlon 'd'
2 Spa 3 Span 4 Span
ax'
Cantilever
Width ft.) 1 & 2 Spa 3 Span 4 Span mileCantilever
5 4'-9" d 5'-10" d 5'-10' b 1'-2' d 5 5;-4' d 6'-7" d 6'-8" d 1'-3- d
6 4'-5" d 5'-6" d 64" b 1'-1" d 6 4'-11' d 6'-2" d. 6'-3" d• 1'•2" d
7 4'-3" d 5'-1" b 4'-11" b 1'-0" d 7 1 4'-8" d. 5'-10" d 5'-11" b 1'-2" d
8 4'-0" d 4'-9" b 4'-7" b Q'-11" d 8 4'-6". d 5'-7" d 51-6" b 1'-1" d
9 T-11" d 4'-6" b 4'-4" b 0'-11' d 9 4'-4" d 5'-4" b 5'-2" b 1'-1.' d
10 T-9" d 4'-3" b 4'-2" b 0'-11' d 10 4'-3" d 5'-1" b 4'-11" b 1'-0" d
11 T-8" d 4'-1" b T-11" b 0'-10' d 11 4'-1" d 4'-10" b 4'-8" b 0!-11" d
12 3'-6' b T-11" b 3'-9" b 0'-10' d 12 T-11" d 4'-8' b 4'-6" b 0'-11" d
2 x3' x0.0 5 2"x4-XU.050
Load
Width (fL)
Max. Spa L' / bendln 'b' or deflection d' Loa
IftWidth
Max. Spa 'L' / bendln 'b' or deflection 'd'
1 & 2 Spa 3 Span 4 Span Cantilever
1 8` 2 Spa 3 Span 4 Span Cantilever
5 5'-10" d 6'-10" b 6'-7' b 1'-5" d 5 7'-7" d 8'-8" b 8'-5" b 1'-10" d
6 6-6" d 6'-3" b 6'-0" b 114' d 6 f 7'-1" b 7'-11" b 7'-8" b t-9" d
7 5'-2" b 5'-9" b 5'-7' b 1'-3" d 7 6'-7" b 7'4" b 7'-1" b 1'-8" d
8 4'-10" b 5'-5" b F-2" b 1'-2' d 8 6'-2" b 6'-11" b 6'-8" b 1'-7" d
9 4'-7" b 5'-1" b 4'41' b 1'-2" d 9 5'-10" b 6'-6" b 6'-3" b 1'-6' d
10 4'-4" b 4'-10" b 4'-8" b 1'-1" d 10 5'-6" b 6'-2" b 5'-11" b 1'-5" d
11 4'-1- b 4'-7" b 4'-5- b 1'-1- d 11 5'-3" b V-10" b 5'-8" b 1'-5' d
12 3'111" b 4'-5" b • 4'-3" b 1'-1" d . 12 V-0" b 6-7" b 6'-5" b 1'4" d-
Notes:
1. Above spans do not include length of knee brace. Add horizontal di tance from -upright to center of brace to beam
connection to the above spans for total beam spans.
2. Spans may be Interpolated.
j Lawrence E. Bennett, P.E.
i CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE (386) 7e7-4774
FAX (386) 767.6556
PAGE
C PYRIGHT 2003 I.
N T TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSj N OF LAWRENCE E. BENNETT, P.E. 3-29
SCREEN, ACRYLIC / VINYL,.GLASS & MODULAR ROOMS SECTION 3
Tal
Fo4
ile 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans
For Screen Rooms or Vinyl Rooms
Aluminum Alloy 6063 T-6
3 second wind gust at 110 MPH velocity; using design load of 11 #/SF
Sections
Tributary Load Width 'W' = Purlin Spacing
3'.0"' 3'-6" 1 4'-0" 4'fi" 5'-0" 5'-6" 1 6'.0" 1 6'-6" 7'-0" 7'-6"
Allowable Height 'H' / bending 'b' or deflection 'd'
2"
2"
3"
3"
2"
2" 9
2"
2"
2"
2" x 0.044" Hollow
2" x 0.055" Hollow
2" x 0,045" Hollow
2" x.0.070" Hollow
3" x 0.045" Hollow
4" x 0.050" Hollow
5" x 0.050" S.M.B.
6" x 0.050" S.M.B.
2" x 0.044" Sna
9'-5" b
10'-3" b
11'-3" b
12'-9" d
12'-9" b
16'-3" b
23'-7" b
26'71" b
11'-3" b
8'-9" b
9'-6" b
10'-5" b
12'-2" d
11--9" b
15'-1" b
21'-10" b
24'-2- b
10'-5" b
8'-2" b
8'-11" b
9'-9" b
11'-7" d
0" 11'-b
14'-1' b
20'-5" b
22'-7" b
9'-9" b
7'-8" b
87F b
9'-3" b
10'-11" b
107-5" b
13'-3" b
197-3" b
21'-3" b
9'-2" b
7'-4" b
7' 11" b
8'-9" b
1o'-5" b
9 110" b
12'=7" b,
18'-3" b
2o'-2" b
8' 8" b
6'-11" b
7'-7" b
8'-4" b
9'-11" b
9'-5" b
12'-0" b
17'-5". b
19--3" b
8'-3" b
6'-8". b
7'-3" b
7'-11" b
9'-6" b
8'-11" b
11'-6" b
16'-8" b
18'-5" b
7'-11" b
1 6'-5" b
6'-11" b
7'-8" b
9'72" b
8'-8" b
11'-0" b
16'-0" b
17'-9" b
7'-7" b
6'-2" b
6--9" b
7'-5.7 b
F-10". b
8' 4" b
101-8" b
15'-5" b
17'.1" b
T-4" b
1 5'-11"
6'-6"
7'-2" 1
8'-6" 1
8'-1"
10'-3" 1
14'-11" t
16'-6" t
7'-1" t
2"
2"
3" x 0.045" Snap
4" x 0.045" Snap
14'-4" b
17'-7" bi
131-4" b
16'-3" b
12'-5" b
I 157-3" b
11'-9" b
1
11'-2" b
13.'-7" b
10'-7" b
12--11" b
10'-2" b
12'-5" b
9'-9" b
11'-11" b
9'-5" b
11'-6" b
9--1" t
11'-1" t
For 3 second wind gust at 120 MPH city; using design load of 13 SF
Tributary Load Width 9W' = Purlin Spacing
3.-0... 3. $., .-0" 4'-6" 5'-0,, 5*-6" 6'-0" 6'.6" 7.
Allowable Hei ht 'H' / banding'b' or deflection 'd'
2" 2" x 0.044" Hollow 8'-8" 8'-0' b 7-6" b T-1" b 6'=8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5' 6' b
2" 2" x 0.055" Hollow 9'-5" 8'-9" b 2" b 7'-9" b 7 =4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b
10'-5" b. 8'-11' b 8'-6' b 8'-0" b 7'-8" b 7'-4" b 7'-1" b 6'-10"- b 6'-7" b
3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 107-1" b 9'=7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b T-10" b
2" 3" x 0.045" Hollow 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 x 0.050" Hollow 14'-11" b 13'-10" b 12'-11' b 12'-2" b 11'-7" b 11'-0" b 1 10'-7" b 10'-2" b 9'-9" b 9'-5" b
2" x 5" x 0.050" S.M.B. 21'-8" b 1 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0' bj 15'-4" b 14'-9" b 14'-2" b 13'-9" b
2" x x 0.050" S.M.B. 23'-11" b 1 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" 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 7'-0" b 6'-9" b 61-6" b
2" x x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 914" b 8'-11" b 8'-8" b 8'4" b
2" x x 0.045" Snap16'-2"
1 -.--A
b
A •'1n uou
14'-11" b
1-14
14'-0" b
mot....
13'-2- b
A..Imn Inart
12'-6" b
of I %
11--11" b
df/SF
11'-5" b 10'-11" b 10'-7" bI 10'-3" b
Sections
Tributary. Load Width W = Purlin Spacing
3'.0"' 3'-6" 1 4'-0" 4'-6" 1 5!-0" 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 1 70-6"
Allowable Hei ht'H' /bendin 'b' or deflection 'd'
2" x x 0.044" Hollow 8'-1" bj 7'-6" b 6'-11" b 6'4" b 1 6'=3" b 5--11" b 1 5'-8" b 5'-6" b 5'-3" b 5--1" b
2" x x 0.055" Hollow 8'-10" b 8'-2" b 7'-7" b 7'-2" bi 6'-10" b 6'-6" bi 6'-3". b 5'-11" b 5'-9" b 5'-7" b
3" x x 0.045" Hollow 9'-8" b 8'-11" b 8'-4" b T-11" b 7'-6" b 7'-2" b 1 6'=10" b 6'77" b 6'-4" b 6'-1" b
3" x x 0.070" Hollow 11'-6" b 10'-8" b 9'-11" b 9'-5' b 8'-11" b 8'-6" bi 8'-2" b 7'-10" b 7'-6" b 7'-3" b
2" x x 0.0451' . Hollow 11'-11" b 11--1" b 10'-4" b 9'-9" b 9'-3" b 8'-10" bl 8'-5'. b 8'-2" b 7'-10" b 7'-7" b
2" x x 0.050" Hollow 13'-11" b 12--11" b 12--1' b 11'-4" b 10'-9" b 10'-3" b 9'-10" b 9'•5" b 9'-1" b 8'-10" b
2" x x 0.050" S.M.B. 20'-2" b 18'-8" b 17'-6' b 16'-6" b 15`78" b 14'-11" b 1 14'-3" b 13'-9" b 13'-3" bl 12'-9" b
2" x x 0.050" S.M.B. 22'-4" b 20'-8" b 19'-4" b 18'-3" b 17` 3" b 16'-6" b 15'-9" b 15'-2" b 14'-7" b 14--1" b
2" x x 0.044" Snap 9'-7' b 8'-11" b 8'-4" b 7'-10" b 7' 5" b 7'-1" b 6'-9" b 6'-6" b 6'-3" b 6'-1' b
2" x" x 0.045" Snap 12'-4" b 11'-5" b 10'-8" b 10--1" b 97b 9'-1" b 8'-8" b 8'4" b 8--1" b 7'-9" b 2"
x x 0.045" Snap 15'-1" b 13'-11" b 13'-0" b 12'-4" b 178" b 11'-1" b 10'-8" b 10'-3" b 9'-10" b 9'-6" b Note
1.
At ove spans do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam conni
ictlon to the above spans for total beam spans. 2.
S ans maybe interpolated. Lawrence
E. Bennett, P.E. CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
O. BOX 214b88, SOUTH DAYTONA. FL 32121 TELEPHONE (
386) 767-4774 FAX (
386) 767-6556 PAGE
COPYRIGHT
2003 N
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-
SOLID ROOF PANEL PRODUCTS
INDUSTRY STANDARD ROOF PANELS
Co
w
Q
11 12.00"------T
12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL
SCALE: 3" = 1'-0"
o
0
ci
12.00"
12" WIDE x 3" RISER INTERLOCKING ROOF PANEL
SCALE: 3" = V-0"
w
Q
12.00"
SECTION 7
ALUMINUM SKIN
E:.P.S. CORE
SIDE CONNECTIONS VARY
DO NOT AFFECT SPANS)
48,00" --
COMPOSITE ROOF PANEL [INDUSTRY STAN
SCALE: 3" = 1'-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214308, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767.4774
FAX (386) 767-6550
PAGE
qoolPYRIGHT 2003
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-1
SECTIQN 7 SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
8 x 1/2" S.M,S. SPACED
EXISTING TF USS OR RAFTER - @ 8" O.C. BOTH SIDES
10 x 1-1/2"S.M.S. OR WOOD
OOD SCRE (2) PER RAFTER.
OR TRUSS TAIL w'+-
za
10 X 3/4"S.M.S. OR WOOD a p.::
ROOF PANELSCREWSACED@12" O.C.
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = V-0"
EXISTING HOST STRUCTURE
WOOD FRAN E, MASONRY OR #8 x 1/2" S.M.S. SPACED
OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES
FO Z MASONRY USE
1/4" x 1-1/4" MASONRY
ANCHOR OR E QUAL @ 24" O.C. z k .
FOR WOOE USE #10 x 1-1/2 ¢.w........
S.M.S. OR W OD SCREWS @
12" O.C.
ROOF PANEL
OOF PANEL TO WALL DETAIL
SCALE: 3" = 1'-0"
NOTES: WCOD STRUCTURES SHOULD CO R THE SUB -FASCIA
F MING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS
BU TS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS
INT D THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE
WA HER HEADED SCREWS.
H DER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL
THI KNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL
WA 1 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
MAJIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE.
Lawrence E. Bennett, P.E.
CIVIL NGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
COPYRIGHT 2003
7-4 11 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
Q
SECTIO 7 - SOLID ROOF PANEL PRODUCTS
Table 7.2.2 Allowable Spans for 0.024" Elite Composite Panels for Various Loads
Elite Aluminum Corporation
Manufacture Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 :Foam Core E.P.S. #2 Density
3" x 48" x 0.024' Panels
Partially Enclosed Enclosed Overhang I
pen Structures Screen Rooms
Cantilever
Wind M noSloped Roof Attached Cove
Region 1&2 3 4 4 18,2 3 1 4! 1&2 3 4 All
Roofs
spar span 1 span span span span span span span span span span
23'-4 26'-1" 25'-3" 22'-3" 24'-11" 24'-0" 14'-9" 16'-6" 15'-,41" 17'-5" 19'-5" 18A0' 4'-0"
100 MPH
11 4 26'-1" 25'-3" 20'-6" 22'-11" 13'-3" 14'-10" 14'-4" 15'-1" 18'-0" 17'-5" 4'-0"
MP 22'-3 24'-11" 24'-0" 19'-1" 21'-4"" 20'-7" 13'--7" 13'-8" 15'-4" 14'-10" 4'-0"
23'-12PH2'" 133 120 13'-4" 14'-11" 14'-5" 4-0"
130 MPH 19'-9 22-1" 21'-4" 17'-5" 19' 8'-0" 10-9 12' 12-8 147" -2 13-8 0" 4
140 MPH 13'-6 15--1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-1" 11'-3" 10'-10" 11'-3" 13'-3" 12'-9" 4'-0"
150 MPH 13-6 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 9' 4" 10'-6" 10-12" 10'-5" 12'-4" 11'-3" 4'-0"
3" x 48" x 0.030" aneis
n Structures Screen Rooms Partially Enclosed Enclosed Overhang I
Wind M noSloped Roof Attached Covers Cantilever
Region 1&2 3 4 1&2 3 4 1&2 3 4' I 1&2 3 4 All
Roofs
spar span 1 span span span span span span span span span span
100 MPH 24'-8' 27'-7" 26'-8" 23'-6" 26'-3" 25'-5" 1 15'-7" 18'-2" 1711 18'-5" 20'-7" 19'-10" 4'-0"
110 MPH 24'-8 27'-7" 26'-8" 21'-8" 24'-2" 23'-4" 14'-0" 1577 15'=2" 15'-11" 19'-0" 18'-5" 4'-0"
120 MPH 23'-6 26'-3" 25'-5" 20'-2" 22'-6" 21'-9" 12'-10" 14'-4" 13'-10" 14'-6" 17'-5" 15'-8" 4'-0"
123 MPH 22'-7 25'-3" 24'-5" 19' 7" 21'-10" 21'-2" 12'-6" 13'-11" 13'-6" 14'-1" 15'-9" 15'-3" 4'-0"
130 MPH 23'-4" 22'-6" 18'-5" 20'-7" 19'-10" 11'-4" 13'-4" 12'-10" 13'-4" 14'-11" 14'-5" 4'-0"
140 MPH16-11" A14'3 15'-5" 14'-3" 15'-11" 15'-5" 10'-7" 12'-4" 11'V' 12'-6" 13'-11" 13'-6" 4'-0"
150 MPH15'-11" 15'-5" 14'-3" 15'-11" 15'-5" 9'-11" 11'-1" 101;8 11'-0" 12-11" 12'-7" 4'-0"
4" x 40' X
Wind
Region
U.VL4
0
Mc
ranelu
en Structures
io-Sloped Roof
Screen Rooms
Attached Covers
Partially Enclosed Enclosed . Overhang I
Cantilever
Ail
Roofs1&2
span
3Ispan
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4;
span
1&2
span
3
span
4
span
100 MPH 31'-3" 34'-11" 33'-9" 29'-9" 33'-3" 32'-2" 20'4" _ 23'-0" 22';3" 23'-3" 26'-0" 25'-2" 4'-0"
110 MPH 3V-3" 34'-11" 33'-9" 27'-4" 30'-7" 29'-7" 18'-8" 20'-10" 20'?2" 21'-6" 24'-1" 23'-3" 4'-0"
120 MPH 29'-9" 33'-3" 32'-2" 25'-6" 28'-6" 27'-6" 16'-3" 18'-11" 18'11';3" 19'-9" 22--1" 21'-4" 4'-0"
123 MPH 28'-7" 31'-11" 30'-11" 24'-9" 27'-8" 26'-9" 15'-10" 18'-6" 17'-11" 19'-2" 21'-5" 20'-9" 4'-0"
130 MPH 26'-5" 29'-6" 28'-6" 23'-3" 26'4" 25'-2" 15'-1" 17'-8" 16'=3" 18'-0" 20'-2" 19'-6" 4'-0"
140 MPH 18'-0" 20'-2" 19'-6" 18'-0" 20'-2" 19'-6" 13'-11" 15'-7" 15'1" 15'-10" 18'-8" 18'-0" 4'-0"
150 MPH 18'-0" 20'-2" 19'-6" 18'-0" 20'-2" 19'-6" 14'-7" 14'{1" 14'-9" 17'-5" 15'-11" 4'-0"
a. 1 f-Isaa 16F—ma 1
Y A YV A
Wind
Region
V.VJu
01
Mo
a.la.a
ion Structures
Sloped Roof
Screen Rooms
Attached Covers
Partially Enclosed. Enclosed Overhang 1
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4Ispan
1&2
span
3
span
4
span
100 MPH 36-10' 40'-1" 38'-8" 34'-2" 38'-2" 36'-11" 23'-7" 26'-5" 25"6" 26'-8" 29'-10" 28'-10" 4'-0"
110 MPH 36-10' 40'-1" 38'-8" 31'-5" 35'-2" 33'-11" 21'-5" 23'-11" 23' 2" 24'-9" 27'-8" 26'-9" 4'-0"
120 MPH 34'-2" 38'-2" 36'-11" 297r 32'-8" 31'-7" 19'-5" 21'-9" 20'-il1" 22'-a" 25'-4" 24'-6" 4'-0"
123 MPH 32'-101 36'-9" 35'-6" 28'-5" 31'-9" 30'-8" 19--0" 21'-3" 20'r;7" 22'-0" 24'-7" 23'-9" 4'-0"
130 MPH 30'-3" 33'-10" 32'-9" 26'-8" 29'-10" 28'-10" 18'-2" 20'-3" 19'17" 20'-8" 23'-2" 22'-4" 4'-0"
140 MPH 20'-8" 1 23'-2" 22'-4" 20'-8" 23'-2" 22'-1" 16'-0" 18'-8" 1 16:1" 19'-2" 21'-5" 20'-8" 4'-0"
150 MPH 20'-8" 23'-2" 22'-4" 20'-8" 23'-2" 22'-4" 15'-0" 17'-7" 16'-3" 17'-11" 20'-0" 19'-4" 4'-0"
Note: Total rwraneiwiatn = room wain * wan wlam T vvernanw.
o® n
Law nce E. Bennett, P.E. """"
CIVIL EN 31NEER - DEVELOPMENTCONSULTANT Elite Aluminum Corporation
P.O. BC X 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 7674774 Panel Products :l 1801 N.W. 64th Street
FAX (386) 767-8558 Ft. Lauderdale, FL 33309
Tel: (954) 491-3700 Fax: (954) 491-1433
PAGE
COPYRIGHT 2003
7-28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN P RIVIISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 3
SI
n
NOTES:
1) l = Span
a = Ove
2) All spans
3) Hollow e)
4) Single sp
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
UNIFORM LOAD UNIFORM LOAD.
1 a l
B A B.
SPAN CANTILEVER 1 OR SINGLE SPAN
UNIFORM LOAD UNIFORM LOAD
l l l l l
B C A B C D
2 SPAN 3 SPAN
UNIFORM LOAD
A 3y 6
I C
3 zt
ASPAN
ng Length
ad in the tables are for equally spaced distances between supports or anchor points.
sions,shall not be spliced.
beams shall only be spliced at the"quarter points and splices shall be staggered.
SPAN EXAMPLES FOR SECTION 3 TABLES
SCALE: N.T.S.
Lawrence E. Bennett, P.E.
CIVIL I NGINEER - DEVELOPMENT CONSULTANT
P.O. IOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767.4774
FAX (386) 767-6556
PAGE
COPYRIGHT 2003
3-26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr, P.E.
Design Check List for Screen / Vinyl Room (page 1 of 2)
1. Design Statement
These plans have been designed in accordance with the Al inum Str uctures Design Manual by
E. Bennett comply with the Florida Buildin ode, 209 dition, Chapter 20 and ASCELawrenceand
7-98, Table 6 2; Importance Factor 0.77; Exposure'B'_ or'C'_//, 120 MPH or MPH for 3
second wind gust velocity load; Open Design ressures can be found on page 3-ii:
B' for Roofs & % PSF for Wallsa, exposure =-ff -2-PSF
b. 'C' exposure = PSF for Roofs & PSF for Walls
Negative I.P.C. 0.00
For'C' exposure design loads, multiply'B' exposure loads by 1.4.
2. Host Structure Adequacy Statement:
I certify that I have inspected the host structure and it is in good repair and attachments made to the
structure will be solid.
Phone: lt-ly
contract o N e (pl se print)
Date: 1112,
Contractor Signature
Note: Projection of room from host stru re shall not exceed 16'.
3. Building Permit Application Package contains the'following: Yew No
A. Project name & address on plans ..............................................
B. Site plan or survey with enclosure location .................................... .
C. Contractor's / Designe's name, address, phone number, & signature on plans ....
D. Proposed project layout drawing @ 1/8" or 1/10" scale with the following........... —
1. Plan view with host structure area of attachment, enclosure length, and /
projection from host structure ............................................... - —
2. Front and side elevation views with all dimensions & heights .................. —
3. Beam span, spacing, & size (i.e. 2" x 8" x 0.072' x 0.224").....................-
4. Upright height, spacing, &size (i.e, 2" x 8" x 0.072" x 0.224").................. —Z —
5. Chair rail or girls size, length, & spacing (i.e. 2" x 2" x 0.044" x 5'-0" @ 6'-0" O.C.)_'!n'- —
6. Knee braces length, location, & size (i.e. 2" x 3" x 0.045" for 2" x 8" x 0.072" x
0.224"s.m.b.)............................................................. — —
4. Highlight details from Aluminum Structures Design Manual: Yes No
A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate
Section 3 tables used: .. • .. • ......................... • • • • • —
Beam allowable span conversions from 120 MPH wind zone, 'B' Exposure to
MPH wind zone and/or'C' Exposure for load width
Look up span on 120 MPH table and apply the following formula:
pan / Height @ 120 MPH r
Required Span @ MPH
i
b or d) x (b or d) x (b or d) =
Wind Zone Multiplier * 1 Exposure Multiplier
B. Upright tables w/ sizes, thickness, spacing, & heights (Tables 3.2.1, 3.2.2, or
3.2.3)........................................................................ —
Upright or wall member allowable height / span conversions from 120 MPH
wind zone, 'B' Exposure to MPH wind zone and/or'C' Exposure for load
width
Look up span on 120 MPH table and apply the following formula:
pan / Height @ 120 MPH -- j— Required Span @ MPH
bord)x (bord)x (bord)=
Wind Zone Multiplier *
i -
Exposure Multiplier
Appropriate multiplier from page 3-11.
b-5
Design Check List for Screen / Vinyl Room (page 2.of 2)
Yes / No
C. Tatle 3.3 with beam & upright combination if applicable.......... /
D. Co inection details to be used such as: /
1. 3eam to upright............................................................ —
2. 3eam to wall.............................................................. —
3, )eam to beam.............................................................-
4. hair rail, purlins, & knee braces to beams & uprights ........................
5, xtruded gutter connection .................................................
6. -clip, angles and/or sole plate to deck ......................................
E. Foul dation detail type & size .................................................. —
Notes:
b-6
Insiltion Guide. For Carports and Screen Glass & Vinyl Rooms (page .1 of 1
1. eck the building permit for the following: Yes No
Permit card & address ......... ......... ......... — lNoticeApproved drawings and addendums as required . .......... —
Plot plan or survey ...... —
of commencement ......... .. --- --
2. C lock the approved site specific drawings or shop drawings against the "AS
B JILT" structure for: Yes No
Structure's length, projection, plan & height as shown on the plans .... .... — —
Beam sizes, span, spacing & stitching screws (if required).... —
Purlin sizes, span & spacing ....... ...... ........ ....................... ..... ............. —
Upright sizes, height, spacing & stitching screws (if required) . —
Chair rail sizes, length & spacing. —
Knee braces are properly installed (if required) ..... ..... ..... ....—
Roof panel sizes, length & thickness ............. — —
Yes No3. C ieck load bearing uprights / walls to deck for:
Angle bracket size & thickness ...:.............. ....... —
Correct number, size & spacing of fasteners to upright ...... ... ... ... — —
Correct number, size & spacing of fasteners of angle to deck and sole plate ....... —
d Upright is anchored to deck through brick pavers then anchors shall go through
4. Cleck
pavers into concrete .......................................... .............. —
the load bearing beam to upright for: Yes No
a Receiver bracket, angle or receiving channel size & thickness ................... — . _ -
b Number, size & spacing of anchors of beam to receiver or receiver to host structure .— —
c Header attachment to host structure or beam ................................... _ —
d Roof panel attachment to receiver or host structure ............................. — —
e If angle brackets are used for framing connections, check number, size & thickness
offasteners.................................................................. — —
f Post to beam attachments to slab ............................. ............:.. —
5. Ct ack roof panel system for: Yes No
a. Receiver bracket, angle or receiving channel size & thickness .................... —
b. Size, number & spacing of anchors of beam to receiver ........... .. .... .... —
c. eader attachment to host structure or beam ............ ........... ......... —
d. oof panel attachment to receiver or beam ..................................... — —
Notes
c-2
i
I
PLAT -OF SURVEY
DESCRIPTION (AS FURNISHED)
LOT 100, BAKERS CROSSING PHASE 2
AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE.MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE O=97'01'05"
CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). R=50.00'
L=84.66'
CB=S22'01'11 "E
C=74.91'
i
00
j/ 00
Ln O
r,O
0
m Ld Z
0'
Q
Q
O
LOT 101
0 A=24'26'027'
R=25.00'
L=10.66'
CB=S58'18'42"E
C=10.58'
1" 30'
GRAPHIC SCALE
0 15 30
115.25'
NON RADIAL
S90 00'00"E 0WALK
6 9'
OFF i
N6330,
3g`
w 10.
T 60.
0 25.5' O RADIUS
A POZ8
INT
PI
a I COVERED
14
0
ENTRY
4 0
o ONE STORY
o E.. 51 T1 I o3'
0 o a
CONCRETE BLOCK / RESIDENCE 4.0
3 C W w ze 0 FINISH
FLOOR - ....,
v.: ELEVATION=30.20
I W F W7-0 I S• 3•
a
WALK IS A/C PAD
0.6' OFF 2 N O
a
I a
3WOs
N90'00'
00"M RADIAL O - OF
o5`F
00152' o a a
LOT
99 I
ZI Q I CERTIFIED TOAND
FOR THE EXCLUSIVE USE OF:
D.R.H.
TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE
INSURANCE COMPANY OF PENNSYLVANIA EDGAR MORALES CH
MORTGAGE COMPANY,
I , LTD. NOTE: 1. ALL
DIRECTIONS
AND DISTANCES HAVE BEEN FIELD VERIFIED
AND ANY INCONSISTENCIES HAVE BEEN
NOTED ON THE SURVEY, IF ANY.
2. PROPERTY CORNERS
SHOWN HEREON WERE SET/FOUND ON
10-22-03, UNLESS OTHERWISE SHOWN. . 3. THE
SURVEYOR
HAS NOT ABSTRACTED THE LAND SHOWN HEREON
FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF
RECORD WHICH MAY 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.
I HAVE EXAMINED
THE F.I.R.M. COMMUNITY PANEL NO 120289 0045
E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY
APPEARS TO LIE IN ZONE A, AREA WITHIN 100
YEAR FLOOD ELEVATIONS SHOWN HEREON
ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON
ARE BASED ON THE SOUTHERLY LINE
OF LOT 100 AS BEING S90'00'
00°E PER PLAT. FIELD DATE:) 7-
10-03 REVISED: SCALE: 1 =
30
FEET APPROVED BY: SJ
FINAL 10-22-03 CKB FORMBOARD 7-29-
03 CKB ASM41215 JOB NO.
EVISEODESCRIPTION07/
2</03 S00 PLOT PLAN 5-
13-03 JML DRAWN BY: PLAN
PLOT 4-
24-03 SDO LEGEND BUILDING SETBACK
LINE
CENTERLINE FND NAIL
AND DISC RIGHT OF WAY
LINE LB #6393 (10/22/03) 30.1-4
EXISTING ELEVATION SET 1/2" IRON ROD AND CAP LB #6393 (10/
22/03) CONCRETE CNA CORNER
NOT ACCESSIBLE LB LAND SURVEYING
BUSINESS 6 DENOTES DELTA ANGLE - LS LAND SURVEYOR
L DENOTES ARC LENGTH - PRM PERMANENT REFERENCE
MONUMENT C.B. DENOTES CHORD BEARING. PCP PERMANENT CONTROL
POINT PC DENOTES POINT OF CURVATURE - PER PLAT PI
DENOTES POINT OF INTERSECTION QS lM) MEASUREDPRCDENOTESPOINTOFREVERSECURVATUREFNDFOUND - - PT
DENOTES POINT OF TANGENCY C/W CONCRETE
WALK TYP TYPICAL S/W SIDEWALK -.
A/C AIR CONDITIONER CP CONCRETE PAD
CBW CONCRETE BLOCK WALL CS CONCRETE SLAB
RP RADIUS POINT C CHORD LENGTH
CHU OVERHEAD UTILITY LINE - PK PARKER KALON -
ID IDENTIFICATION - R RADIUS POL
POINT ON ,LINE POC POINT OF
CURVE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO
THE SURVEYOR'S NOTE. CONTAINED HEREON MEETS
THE APPLICABLE MINIMUM TECHNICAL STANDARDS"
SET FORTH BY THE FLORIDA
BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS
IN CHAPTER 61G17-6, FLORIDA
ADMINISTRATIVE CODE PURSUANT TO CHAPTER
472.027, FLORIDA STATUTES AMERICAN SURVEYING.&
MAPPING
FOR CERTIFICATION OF
AUTHORIZATION
NUMBER LBa6393 ' •V l 320
EASTSOUTHSTREET, SUITE 180 MORLANDO, FLORIDA 32801- (407) 426-
7979 WILLIAM R. MU CAR. PSM/j49E