HomeMy WebLinkAbout101 Sable Isle Ct (4)CITY OF SANFORD PERMT APPLICATION
Permit No.: D Z- %-15 1 ` Date:
I
Job Address: 1/40/
Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler
Description of Work: SGA/ r'(&l
Additional Information for Electrical & Plumbing Permits
Electrical: Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: Aesidential Commercial _ Industrial Total Sq Ftg: Value of Work: S oV6 Type
of Construction: A*/i ;Wind Flood Zone: Number of Stories: Number of Dwelling Units: Parcel
No.: (Attach Proof of Ownership & Legal Description) Owner/
Address/Phone: A 711 4J,7LDe-9 /G/ 5WI-6--73L8 <1;7e- c5_
i911,1W_Q4o4<_- C 0e7— Contractor/
Address/Phone: i / w1144 A6.11r t /
L , 32.;2 - State License Number: Contact
Person: ZXg &-AZ d--51, r Try Phone & Fax Number: .Cb.P- 3.0 —eWO Title
Holder (If other than Owner): Address:
Bonding
Company: Address:
Mortgage
Lender; Address:
Architect/
Engineer Address:
Phone
No.: Fax
No.: 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. 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
of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 3 &
2- 3 y Sign
e o er/Agent Date Signature ofeon-tractor/Agent to At7T/
1 Ga_ L1262 Print
OwnyT C
Name
Signature
of N 19gide Hof
Flo EL
r E*D U2712003 My
546653 NoiILCT11
P ,Oty CINo^^ 1101her 10 J PUB1 Owner/
Agent is e,ersonally Known to Me or Produced
ID APPLICATION
APPROVED BY: Print
Contractor/Agent's Name ZA12
gnature of
Notary-StatcKof Florida Date roe"Y "
0 .
W ANN M NSON My CC
9218M 23,2004
I., F
O'
e Do —
K
Y ac,
ry
Service! Contractor/Agent
is Personall Known to Me or Produced ID
Date: '3 —
N_0 - OZ Special Conditions:
Z
4 i
Parcel Information 12 March 2002
Page 1 of 2
0
Parcel:10-20-30-511-0000-0640
Property:101 SABLE ISLE CT
SANFORD, FL 32773
Owner:WILDER KEITH R & REGINA C
Mailing:101 SABLE ISLE CT
SANFORD, FL 32773
Legal: LOT 64
STERLING WOODS
PB 54 PGS 93 THRU 95
TRY: 2002
TD: S1
DOR: 01
SANFORD
SINGLE FAMILY
Exemption
00 HOMESTEAD
Homestead Year Granted: 2002
Amendment-10
Amendment-10 Prior Year Total Re Appraised Addtion Total
and Value 19,500 19,500 19,500
xtra Features 0
Building Value 107,396 107,39
Income Value
Total Just Value 19,500 19,50 0 107,396 126,896 550.7
Correct Assd/Admin Value
Classified Value
Amend 10 Adjustment 0
Total Assessed Value 1$19,500 19,50 0 107,39 126,89 550.7
SALES
ale Deed escription Sale Date ORB Book ORB Page Sale Amt 1 QC
Q D ARRANTY DEED 01/01/2002 04316 0093 169,00 1 00
Q W PECIAL WARRANTY DEEDJARRANTY 03/01/2001 04022 1645 152,60 I 03
U D DEED 09/01/2000 03929 0084 327,000 V 18
LAND
CODEJ Land Rate jAg Ratel Land Area I Frontage IDITI Depth Class Value Adj jOvd I Reason Just Value
AL I $19,500.Oq I 1.00q 1 1 19,500 1 1 19,50
Total: 19,500 19,50
Page 2 of 2
Parcel Information 12 March 2002
Parcel: 10-20-30-511-0000-0640
Bldg Num: 1
Base Built: 2001
Base Eff: 2001
Tax Roll Yr: 2002
Bldg Type:01
Base Area:
SINGLE FAMILY
1,280
BASE
Floor Height Room Fixture
2 10
STRUCTURAL ELEMENTS
CODE Description Points OVD
0002 VG FTG 6
0101 LB AVG 6
0209 B/STUCCO 31
0300 ONE 0
0402 ABLE/HIP 10
0503 OMP SHNGL 5
0612 ARPET 4
0707 RY WALL 28
0808 T/CLN PKG 5
0903 ERAGE 5
APPENDAGE
Seq Code Actual Adj jOvd TRY
1 GRF 560 29
2 OPF 28 8
3 USF 1,08q 1088 771
EXTRA FEATURES
I now hea boo man is" a wo am ago NM 0 a an 11001
pw ourt UK Dab
W41YAN'E CLERK OF CIRCUIT COURT
BEMINOLE
BK 04346 PS 1454
CLERK'S 2002644486
RECORDED 03/ 1/DOOM 03150133 PM
RECMDINB L OO
RECORDED BY McKinley rlry
peewit
NOTICE OF'COMMENCEMENT
STATE OF
Cppli7'Y OF - g
Tax Folio No..wwwww_
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,
and in accordance with Chapter 713, Florida Statutes, the following. infortaation is provided in this
Notice of Commencement.
1. Deseiription of property: (legal description of propertyo and street address if available)
Cof 6r/ fs Lr•Iry c.oo Q Q, 6-Y y
2. General description of improvement:
G(Xaw
CERTIFIED WT
MARYANNE MORSE
CLERK OF. CIRCUIT OOURr
3. Owner information Xgz7/1 lG of ;x* CCArW & $Em OLE 00 n•RIDA
a. Name and address: r Gcr s44F-
b. Interest in property: 2002
e. Name and address of fee simple titleholder (if other than owner): MaR 1
4. Contractor. (name and address)
S. Stmty
a. Name and address:
b. Amount of bond S
6. Lender. (name and address)
7, persons within the State of Florida designated by Owner po whom notices or other
mayay be served as provided by Section 713.13 1 a 7,, Florida Statutes:
mme and address)
L In addition to himself. Owner designates the following persons) to receive a copy of the
i, lenor's Notice as provided in Section 713.13(.1)(b), Florida Statutes: (name and address)
g. Fxpiration date of notice of commencement (the expiration date is I year from the date
of recording unless a different date is specified)
Sworn fund subscribed be ore me
this .A day of /y .
Signature of Notary Public)
ER SMI
Notary's Name
m vursuC > No CC 846653
Notary's Co jOM+lr Know- I I other I o
Si re of Owner)
Owner's Name Ali
Owner's Address
7 7
Or
ALL VWORMATION MM OR TWEED OR /RWM LFOt9LV To coMILY wrrm RzcORDINO RE :1tRzmZ?rti.
e--
PLAT OF BOUNDARY SURVEY for: MARONDA HOMES, INC.
DESCRIPTION: LOT 64, STERLING WOODS
RECORDED IN PLAT BOOK
54
PAGE(S)
93 thru 95 PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA `
CURVE TABLE
CI
t R-50.00'
A=48°24'32' P °
ARC=42.24'
CH. -41.00'
CH.BRG.=
N 1205 I'5OW Q3%
C2
R-25.00'
A=48° 1 123"
ARC= 21.03'
CH.=20.4 V
CH.BRG. —
512°45' I G"E
C3
R-25.00'
A-79°0727"
ARC-34.52'
CH.-31 .85'
CH.BRG.=
57Ga24'4 I'E
C4 (cALCUww)
R= 240.00'
0=05°2G'5 I"
ARC=22.82.'
CH.=22.81'
CH.BRG.=
5GG045'O I
C5
R=25.00'
A=39°54'2 I"
ARC— 17.41'
CH. — 17.OG'
CH .BRG. —
N49°3 I' I G"E
CG
R=55.00'
O=GO°35'47"
ARC-58.17'
CH.-55.50'
CH.BRG. =
559052'0M
a 7.5' 15' 30'
GRAMUC 5CALE
I a EW RONMCNTAL CONTROL EA5[M[NT
41
I LOTS A,e
G g3 OT p T A-VC,S OtirFRA T q <
C°
O C OFAmI
I \ RQTy,,0 .1, Al ;yC p'I.- ti?1" T
R0 p FREF' ecytiT JT
0 ro AVF O,l
pN ar T a a q'S CITY qp OS pti4OryvOAFVC q pcF(jq<AryLo IV/ F
Nti
Au
d iu ss
U
Il
I o
I/ S
n
1
L; /
sc 4-
1 4 W
C/-_-A\ \
i ?
C`
P.C. pt. G0j Z
0.
00 C2 I J
53605057"E 12.44'
C 00OFFICE
N36'S057 W _ ---
q- - - ,
SABLE 15LE CT.
ADDRE55: 10 PERMIT # oz 5
NOTES. FLOOD CERTinCATION
1. BEARINGS ARE BASED ON THE CENTERLINE OF BASED ON THE FEDERAL EMERGENCY
SABLE ISLE COURT BEING N36*50'57'W. MANAGEMENT AGENCY FLOOD INSURANCE
2. UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS RATE MAP, THE STRUCTURE CERTIFIED TO:
AND FOOTERS HAVE NOT BEEN LOCATED. SHOWN HEREON DOES NOTL.IPWI1}1IIJ
3. ELEVATIONS ARE BASED ON NATIONAL GEODETIC
TSTRUCTURE A
RELLOIOODD
HAZARD AREAL EAL V
i
o l e t a A b a y a S VERTICAL DATUM
OF1929. 1N ZONE Option iO n
OneMortgageC p. 4. BUILDING TIESARETOFOUNDATION. COMMUNITY PANEL NO. 120294 0045E Corp. 5 BUILDING TIES
ARE NOT TO BE USED CONSTRUCT DEED OR
PLATTED LINES 7O MAP REVISION
DATE.
M A>12'S,Za2 ( EFFECnVE DATE. Ka
m p f Title >; Guaranty Corp. 5. BEARINGS AND
DISTANCES SHOWN HEREON ARE (SUBJECT TO CHANGE) A d n o r a m Title Company ,Inc . MEASURED AND PER
RECORDED PLAT UNLESS ti o . DI - 04 -10l0 A Chicago Title Insurance C o . OTHERWISE NOTED. THEUNDERSIGNEDAND
CAVONE. INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS,
RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECT OR SET
FORTH ALL SUCH MATTERS SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. ABBREWATiONS/LEGEND: 0
FOUND 1
1/4- IRON PIPE (LS 2005) 0 FOUND IRON ROD 0 FOUND IRON PIPE FOUND CONCRETE MONUMENT NO. -NUMBER P.
T.-POINT OF TANGENCY CONC-CONCRETE R.-RADIUS P.
I.-POINT OF INTERSECnON L.S.-LAND SURVEYOR P.R.C.-POINT OF REVERSE CURVATURE D.E.-DRAINAGE EASEMENT TILI CH. -CHORD
P.
C.-POINT OF CURVATURE O.R-OFFICIAL RECORDS P.C.C.-PO(NT OF COMPOUND CURVATURE U.E.-UTILITY EASEMENT G CENTERLINE L.
B.-LICENSED
C LAlfi CONDITIONERBUSINESS
pDE TONTORAL ANGLE) D.II.NG E.-D -
DRAINAGE EWALK & UTILITYEASEMENT
D.U.rtS.
E.-DEWALK EASEMENTILITY T
W.O. STAKE
W.O. FOUNDA
LOT G5 04 (
PLAT) R-
240.00'
p-04*51'
03' ARC-20.3r
CH. -20.3
V r N z
RADIUS
POINT',
FDUND
DIS NO.
3(oO
THIS SURVEY NOT
VALID UNLESS EMBOSSED A VONE.V
INC. r1 VATM6.1 E SIGNATUREAND
RAISED SEAL OF ADA LtC£NSEO
S RVE AND MAPPER LAND SURVEYORS AND
MAPPERS 300 COUNTY ROAD
427 SOUTH mm LONGWOOD, FLORIDA 32750-
3499 MINIC F. CAVOOVE - PRESIDENT TELEPHONE (407) 830-
9080 FLORIDA SURVEYOR & MAPPER NUMBER 2005 FAX No. (407)
339-3636 LICENSED BUSINESS NO. L.B.5073 LOT 7000-10110O1
W.O. STAKE HOUSE Z22Q "j!j0 W.O. FORM CHECK now ZDOD - I
II 101 W.O. FINAL 1051 W.O. RECERT ls+Tlo 1
I RECERTIFIED FINAL LOCATION
1Lb1
FOUNDATION LOCATION I
D•12-UDD FORMBOARD LOCATION STAKE
HOUSE B-
I6•2L1ZD SIAKC LUI CADD
FILE. STWDL64.
DWG
Central Aluminum
SCREEN SERVICE
701 Cornwall * Sanford, Florida 32773
407) 323-6010 • (904) 775-4751
oM nsSo License Numbers RX-0021055 and SC-0056754
i c9
ogAF = sera
OgIDP
FOR ADDRESS JOB#
T W Lv-TL /1 161 j Z&- SL f- 02 61)
ORCH POOL DOORS COLOR SCREEN CUSTOMER
GUTTER &ACC. Fj Qu'/
ROOF
Cilrt(J5 /t
ANGLE K/P COLOR
X BRACING CABLE BENNETT ENGINEERING
L O ,V
8-17 _ 9i . 9
z
or
14"
40
Di 1
SCREEN, VINYL, GLASS & MODULAR ROOMS
INTERIOR BEAD
TABLE 3.1.3 OR 3.1.
ALUMINUM ROOF SYSTEI
PER SECTION
H'
SECTION 3
LOST STRUCTURE OR
OURTH WALL FRAME
ARRIER BEAM POST
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM
SEE TABLE 3.1.1, 3.1.2, 3.1.4
OR 3.1.5)
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 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
SEAL
COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, RE 3-1
SECTION 3
ALTERNATE CONNECTION
DETAIL 1" x 2" WITH
3) #10 x 1-1/2" S.M.S. INTO
SCREW BOSS
2) #10 x 1 1/2" S. M. S. INTO
SCREW BOSS
ANCHOR 1" x 2" PLATE TO
CONCRETE W/ 1/4" x 2-1/2"
CONCRETE ANCHORS WITHIN -
6" OF EACH SIDE OF EACH
POST AND 24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6 x 6 - 10 x 10 W.W.M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
SCREEN, VINYL, GLASS & MODULAR ROOMS
BEAM/HEADER
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
MIN. (3) #10 x 1 112" S.M.S.
INTO SCREW BOSS
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRETE
ALTERNATE HOLLOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
SCALE: 3" = 1'-0"
ANCHOR 1" x 2" CHANNEL TO
CONCRETE WITH
1/4" x 2-1/4"CONCRETE
ANCHORS WITHIN 6" OF EACH
SIDE OF EACH POST AT 24"
O.C. MAX. OR THROUGH
ANGLE AT 24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6x6-10x10 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
2" x 2" OR 2"x 3" OR 2" S.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"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (3W) 767-6556
SEAL
PAGE
Q COPYRIGHT 2001
3.12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E
SCREEN, VINYL, GLASS & MODULAR ROOMS I SECTION 3
Table 3.1.1 Allowable Edge Beam Spans - Hollow Extrusions
For Screen Rooms or Vinyl Rooms / Open or Partially Enclosed Structures
Aluminum Alloy 6063 T-6
For 3 second wind aust at velocity of 120 MPH or an applied load of 28 # / sq. ft.*
2" x 2" x 0.044" 2" x 2" x 0.055"
Load
Width (ft.)
Max. Span 'L' / bendin 'b' or deflection 'd' Load
Width (ft.)
Max. Span 'L' / bending 'b' or deflection 'd'
1 & 2 Span 3 Span 4 Span
Max.
Cantilever
1 & 2 Spa 3 Span 4 Span
Max.
Cantilever
5 3'-9" d 4'-4" b 4'-3" b 1'-0" d 5 4'-0" d 4'-9" b 4'-7" b 1'-1" d
6 3'-7" d 3'-11" b 3'-10" b 0'-11" d 6 3'-9" d 4'-4" b 4'-2" b 1'-0" d
7 3'-4" b 3'-8" b 3'-7" b 0'-11" d 7 3'-7" d 4'-0" b 3'-11" b 0'-11" d
8 3'-1" b 3'-5" b 3'-4" b 0'-10" d 8 3'-4" b 3'-9" b 3'-8" b 0'-11" d
9 2'-11" b 3'-3" b 3'-2" b 0'-10" d 9 3'-2" b 3'-7" b 3'-5" b 0'-11" d
10 2'-9" b 1 3'-1" b 2'-11" b 0'-10" d 10 3'-0" b 3'-4" b 3'-3" b 0'-10" d
11 2'-8" b 2'-11" b 2'-10" b 0'-9" d 11 2'-10" b 3'-3" b 3'-1" b 0'-10" d
12 2'-6" b 2'-10" b 2'-9" b 0'-9" d 12 2'-9" b 3'-1" b 2'-11" b 0'-10" d
3" x 2" x 0.045" 2" x 3" x 0.045"
Load
Width (ft.)
Max. Span 'L' /(bending 'b' or deflection 'd' Load
Width (ft.)
Max. Span 'L' / bending 'b' or deflection 'd'
1 & 2 Spa 3 Span 4 Span
Max.
Cantilever
1 & 2 Span 3 Span 4 Span
Max.
Cantilever
5 4'-2" d 5'-l" b 4'-11" b 1'-1" d 5 5'-3" d 6'-5" b 6'-3" b 1'-5" d
6 T-11" d 4'-7" b 4'-5" b 1'-1" d 6 4'-11" d 5'-11" b 5'-8" b l'-4" d
7 3'-9" d 4'-3" b 4'-2" b 0'-11" d 7 4'-8" d 5'-5" b 5'-3" b 1'-3" d
8 3'-7" d 3'-11" b 3'-10" b 0'-11" d 8 4'-6" d 5'-l" b 4'-11" b 1'-2" d
9 3'-4" b 3'-9" In 3'-8" b 0'-11" d 9 4'-3" b 4'-10" b 4'-8" b 1'-2" d
10 T-2" b 3'-7" b T-5" b 0'-11" d 10 4'-l" b 4'-7" b 4'-5" b 1'-1" d
11 3'-1" b 3'-5" b 3'-4" b 0'-10" d 11 3'-11" b 4'-4" b 4'-2" b 1'-1" d
12 2'-11" b 3'-3" b 3'-2" b 0'-10" d 12 T-9" b 4'-2" b 4'-0" b 1'-1' d
2" x 4" x 0.050"
Load
Width (ft.)
Max. Spa 'L' I(bending 'b' or deflection 'd'
1 & 2 Span 3 Span 4 Span
Max.
Cantilever
5 7'-1" b 7'-11" b 7'-7" b 1'-11" d
6 6'-5" b 7'-2" b 6'-11" b 1'-9" d
7 5-11" b 6'-8" b 6'-5" b 1'-8" d
8 5'-7" b 6'-3" b 6'-0" b 1'-7" d
9 5'-3" b 5'-11" b 5'-8" b 1'-7" d
10 4'-11" b 5-7" b 5'-5" b 1'-6" d
11 4'-9" b 64" b 5'-2" b l'-6" d
12 4'-7" b 5'-l" b 4'-11" b 1'-5" d
For Maximum Spans at wind velocities other than 120 MPH, see conversion tables on the specification page for tables at the
beginning of this section and example below.
Notes:
1. For high velocity zones, convert to 130 MPH spans.
2. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans.
Example: To calcualate maximum span Vat 140 MPH wind velocity for:
2" x 4" x 0.050" hollow section with Load Width = 65' and 4 span Overhang Condition
1. Find 'L' at 120 MPH: L = 6'-11"
2. Convert to decimal feet: L = 6'-1l" = 6.92'
3. Select the appropriate multiplier from the conversion table found on the
specification sheet at the beginning of this section.
if the spent is followed by 'b' use Bending multiplier.
if the span is followed by 'd' use Deflection multiplier.
4. Multiply'L' in decimal feet by appropriate multiplier.
Vat 140 MPH is 6.92' x 0.87 = 5.45' = 6-5-
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
SEAL
PAGE
3EREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. BENNETT, P.E. I .25 I1NOTTO
Q COPYRIGHT 2001
SCREEN, VINYL, GLASS & MODULAR ROOMS I SECTION 3
Table 3.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions
For Screen Rooms or Vinyl Rooms / Open or Partially Enclosed Structures
Aluminum Alloy 6063 T-0
P^r z ancond mind neat of vwlneifv of 12n MPH or an anolied load of 14 # / so. ft.*
Sections
Trlbuta Load Width W = Purlin Spacing
3'-0"' 3'-0" 4'-0" 4'-0" 1 5'-0" 1 5'-0" 1 6'-0" 1 6'-0" 1 7'-0" 1 7'-0"
Allowable eight 'H' / bending W or deflection 'd'
2" x 2" x 0.044" Hollow 7'-7" d 7'-2" d 6'-11" dl 6'-6" b 6'-2" b 5'-11' bi 5'-8" b 5'-5' b 5'-3' bi 5'-1" b
2" x 2" x 0.055" Hollow 8'-0" d 7'-7" d 7'-4" dl 7'-0" d 6'-9" b 6'-5" b 6'-2" b 5'-11" b 5'-0' bj 5'-0" b
3" x 2" x 0.045" Hollow 8'-4" d 7'-11" d 7'-7" d 7'-4" d T-1" d 6'-10" b 6'-0" b 6'-3' b 6'-0' b 5' 10' b
2" x 3" x 0.045" Hollow 10'-5" d 9'-11" d 9'-6" d 9'-2" d 8'-10" d 8'-7" d 8'-4" d 7'-11" b 7'-8" b 7'-5' b
2" x 4" x 0.050" Hollow 14'-3" d 13'-4" b 12'-6" b 11'-9" b 11'-2' b 10'-8" b 10'-2" b 9'-9' 9'-5' b 9'-1' b
2" x 5" x 0.050" S.M.B. 19'-1" di 18'-2" d 17'-4' b 16'-4" bi 15'-6" b 14'-9" b 14'-2" b 13'-7" b 13'-1' b 12'-8' b
2" x 6" x 0.050" S.M.B. 22'4" di 21'-3" di 20'-0" b 18'-10" bi 17'-11" bi 17'-1" bl 16'4' b 15'-8" b 15-2" b 14'-7" b
For Maximum hieghts at wind velocities other than 120 MPH, see Conversion Table 3B
on the specification page for tables at the beginning of this section and example below.
Note:
For high velocity zones, convert to 130 MPH spans.
Example: To calcuslate maximum height 'H' at 140 MPH wind velocity for:
2" x 2" x 0.044" Hollow Extrusion with Load Width = 4'
1. Find 'H' at 120 MPH: H = 6'-11"
2. Convert'H' to decimal feet: H = 6-11" = 6.92'
3. Select the appropriate multiplier from the conversion table 3A found on the
specification sheet at the beginning of this section.
if the height is followed by'b' use Bending multiplier.
if the height is followed by 'd' use Deflection multiplier.
4. Multiply'H' in decimal feet by appropriate multiplier.
Wat140MPH is 6.11'x0.92=5.62'=5'-7" Lawrence
E. Bennett, P.E. CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (
386) 7674774 FAX (
386) 767-6556 SEAL
PAGE
Q
COPYRIGHT 2001 NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-29
SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
10 x 1-1/2" S.M.S. OR WOOD
WOOD SCREW ('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
JCHOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10 x 1-1/2"
S.M.S. OR WOOD SCREWS @
12" O.C.
SECTION 7
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
ROOF PANEL
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = V-0"
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
LI =
w
a w
ROOF PANEL
ROOF PANEL TO WALL DETAIL
SCALE: 3" = V-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 "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.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER -DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-65%
SEAL
PAGE
COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7_3
SOLID ROOF PANEL PRODUCTS SECTION 7
Table 7.2.5 Allowable Spans for PRO-FAB Composite Panels for Various Loads
Metals USA, Building Products Southeast, Inc.
Manufacturers Proprietary Products:
Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. 1# Density
3" x 48" x 0.026" Roof Panel with R Value of 11.58
Open and Partially Enclosed Enclosed Buildings
Wind
Region
Maximum Allowable Span Wind
Region
Maximum Allowable Span
1& 2
San
3
San
4
San
Max
Cantilever
1& 2
San
3
San
4
San
Max
Cantilever
100 M.P.H. 15'-4" 17'-2" 16'-7" 4'-0" 100 M.P.H. 15-3" 17'-l" 16'-6" 4'-0"
110 M.P.H. 14'-0" 15'-8" 15'-2" 4'-0' 110 M.P.H. 13'-3" 14'-10' 14'-4" 4'-0"
120 M.P.H. 12'-9" 14'-3" 13'-9' 4'-0" 120 M.P.H. 12'-2' 13'-7" 13'-2" 4'-0"
130 M.P.H. 11'-10" 13'-3' 12'-10" 4'-0" 130 M.P.H. 1 V-3" 12'-7' 12'-2'
140 M.P.H. 1 10'-11' 1 12'-3" 11'-10" 4'-0" 140 M.P.H. 10'-11' 12'-2' 11'-9' 1 3'-8"
150 M.P.H. 1 10'-2' 1 11'4" 10'-11' 1 3'-11" 150 M.P.H. 10' 2" T 11'-4' 1 10'-11' 3'-5"
4" x 48" x 0.026" Roof Panel with R Value of 15.44
Open and Partially Enclosed Enclosed Buildings
Wind
Regiong
Maximum Allowable Span Wind
RegionRe9
Maximum Allowable Span
1& 2
Span
3
Span
4
Span
Max
Cantilever
1& 2
Span
3
Span
4
Span
Max
Cantilever
100 M.P.H. 16'-10" 18'-10' 18'-2" 4'-0' 100 M.P.H. 16'-9" 18'-9' 18'-1' 4'-0'
110 M.P.H. 15-5" 17'-2" 16'-7" 4'-0" 110 M.P.H. 14'-6" 16'-3" 15'-8" 4'-0'
120 M.P.H. 13'-11' 15'-7' 15'-1' 4'-0' 120 M.P.H. 13'-4" 14'-11" 14'-5" 4'-0"
130 M.P.H. 13'-0' 14'-7" 14'-l" 4'-0' 130 M.P.H. 12'-5" 13'-10' 1 13'-5- 4'-0'
140 M.P.H. 12'-0" 13'-6" 13'-0" 4'-0' 140 M.P.H. 1 V-11" 13,-4' 1 12'-11' 4'-0-
150 M.P.H. 11'-2' 12'-6" 12'-1' 4'-0' 150 M.P.H. 11'-2" 12'-6' 1 12'-1" 1 3' 9'
5" x 48" x 0.026" Roof Panel with R Value of 19.30
Open and Partially Enclosed Enclosed Buildings
Wind
Region
Maximum Allowable Span Wind
Region
Maximum Allowable Span
1& 2
Span
3
Span
4
Span
Max
Cantilever
1& 2
Span
3
Span
4
Span
Max
Cantilever
100 M.P.H. 18'-11' 21'-3" 20'-6" 4'-0' 100 M.P.H. 18'-11' 21'-1' 20'-5' 4'-0'
110 M.P.H. 17'-4" 19'-5' 18'-9' 4'-0" 110 M.P.H. 16-5" 18'-4' 17'-8' 4'-0"
120 M.P.H. 15'-9" 17'-7" 17'-0" 4'-0" 120 M.P.H. 15'-1' 16-10" 16'-3" 4'-0"
130 M.P.H. 14'-8' 16'-5' 15-10" 4'-0' 130 M.P.H. 13'-11- 15'-8" 15'-1- 4'-0"
140 M.P.H. 13'-7" 15'-2" 14'-8" 4'-0" 140 M.P.H. 1 13'-6" 15'-1' 1 14'-7' 4'-0"
150 M.P.H. 12'-7" 14'-l" 13'-7' 4'-0' 150 M.P.H. 1 12'-7- 14'-1" 1 13'-7" 4'-0-
6" x 48" x 0.026" Roof Panel with R Value of 23.16
Open and Partl Tlly Enclosed Enclosed Buildings
Wind
Region
Maximum Allowable Span Wind
Region
Maximum Allowable Span
1& 2
Span
3
San
4
San
Max
Cantilever
1& 2
San
3
San
4
San
Max
Cantilever
100 M.P.H. 20'-11" 23'-5" 22'-7' 4'-0" 100 M.P.H. 20'-10" 23'-3' 22'-6" 4'-0'
110 M.P.H. 19'-l" 21'-5" 20'-8' 4'-0' 110 M.P.H. 18'-1" 20'-2" 19'-6" 4'-0'
120 M.P.H. 17'-4" 19'-5' 18'-9' 4'-0' 120 M.P.H. 16'-7" 18'-7" 17'-11' 4'-0'
130 M.P.H. 16'-2" 1 18'-1" 17'-6- 4'-0" 130 M.P.H. 15'-5" 17'-3' 16'-8" 4'-0"
140 M.P.H. 14'-11" 16'-9- 16'-2" 4'-0- 140 M.P.H. 14'-10" 16'-7" 16'-1' 4'-0"
150 M.P.H. 13'-10' 1 15'-6" 14'-11" 4'-0' 150 M.P.H. 1 13'-10' 15'-6' 1 14'-11' 4'-0"
EMETOLS USRTM Lawrence E. Bennett, P.E.
Building Products southeast, Inc. CIVIL ENGINEER- DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
7815 American Way, Groveland, FL 34736 TELEPHONE (386) 767-4774
TEL: (352) 787-7766 x202 FAX: (352) 429-2011 FAX (386) 767-6556
TOLL FREE: 1-800-342-9077 ppeterson®metalsusa.com SEAL
FAG
O
NOT T O BIER PRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E I 7_29 I