HomeMy WebLinkAbout448 Summerlin AveCITY OF SANFORD PERNUT APPLICATION W
Permit No.: 0, 4q ' . - Date:
Job Address:,a4 ESUM n CRY-IeV /9V es
Parcel No.: 000a - 0 75'0
n (
Attach Proof of Ownership & Legal Description)
Description of Work:e0,yS'u d - 1-7/ Y / 7 'q i9,lli Nyn Pe116 V f0KeJV QN L`Xirwac -&,416
Type of Construction: Flood Zone:
Valuation of Work: $ Z750, 0 Occupancy Type: L,1 residential Commercial Industrial
Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage:
Owner:
Address
City: State: L
Phone No.: Fax No.:
Contractor: -C
Address:
City:
Phone No.: 444
Contact Person:
Title Holder (If other than Owner):
Address:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect:
Address:
Zip: 3 .:) 771
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 ilaTification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
NeOwn er/Agent Oate Signature of Contract o) Agennttt Date
1 t{/L iOR/4 N EN /cff.4R7 /7 ' ` /7'/
P ' Owner/Agent's Name Print Contractor/Agent's Na
Siggativre rlfj-nt-arv-Statg, of Floridl ate Signature of N ary-State of Florida Date
1D , , JOANI, .%,-.P"r
My Comm Up. IrV12003
No. CC 794619
1) P:3on31'; -'r-own other I.O.
Owner/Agent is _
Produced ID
Personally Known to Me or
APPLICATION APPROVED BY: A4—ec9L,, -1-4-
MARY L PARKER
M C-mm E)v. 1/2l2030
N is r 1;o. CC 7a9071
1) PWM 4y N/IVM11 I.G.
Contractor/Agent is Personally Known to Me or
Produced ID
Date: / — Z — Z
Special Conditions: A. s
I'l,ia insUun,cnl prep.11-cd by:
Richard H Zapf l% 2867 Stonewall Place
Sanford, F132773
Permit No
STATE OF FLORIDA
COUNTY OF: 'yem i d e4
r
f
moo - --3>- Sa- -
Tax Folio No.
NOTICE OF COMMENCEMENT
oeoo-o75a
11aIFlEl7 CUP1
MARYANNE MORSIL
CLERK OF CIRCUIT CQURT
SEMOLEZia,
EJY.
DEC
2 8 2001 THE
UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement
1.
Description of property: (legal description of property,"' and street address if available) 4
e r 75 V- 7 6 -9aR r M e4-4 eppA1 00 AN
2.
Generpl description of improvement 3.
Owner information: C' E V E'er 1, E a.
Name and address- 00
b.
Interest in property- ito7- 3a /-- LW % c.
Name and address of fee simple titleholder (if other than owner): 4.
Contractor: Exterior
Homesavers, Inc. 2867
Stonewall Place Sanford,
F132773 407-
322-6149 SCC 056734 5.
Surety a.
Name and address- b.
Amount of bond $ 6.
Lender: (name and address) it 11
Z1J^/^/4A J C& fEA/ CH ON j •J444 6-
f'1r'fe X#R. tzN Ng' 111111111111111poll
III 11111ININ011111n NARYANNE NURSE, CLERK
OF CIRCUIT COURT SENINOLE COUNTY BK
04253 PIS
1556 CLERK'S # 2001796883
RECURDE 'Ie/28/
2001 1013016 AN RECORDINS FEES 6.
00 RECORDED BY L
NeKinloy 7. Persons within
the State of Florida designated by Owner upon whom notices or ther documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes: (name and address) ,/ e 8. In addition
to himself, Owner designates the following person(s) to receive a copy Pf the Uenor's Notice as provided in Section
713.13(1)(b), Florida Statutes: (name and address) Al 9. Expiration date
of notice of commencement (the expiration date is I year from the date of recording unless a different date is
succified) Sworn to-ond
subscribed efore me This la day
of e C . ,2004 Notary's Name
vc//V mil` d. 2 lgnature
of Owneerr),,.
Owner's Name £
cot. AddressJ,jUjP11 *2
LrZ1 Aj A f- Nota 's Commiss' NJ/
1 1L- 1 - o ? ? l Notary's co JawNZWv
My Comm Ems.
1123=3 Na CC 794619
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
GENERAL '
Parcel Id: 30-19-31-525-0000-0750 Tax District: Si-SANFORD
Owner: KORANTENG EBENEZER A & Dor. 01-SINGLEFAMILY
Own/Addy: LE ESTER D
Address: 448 S SUMMERLIN AVE Exemptions: 00-HOMESTEAD
City,State,ZipCode: SANFORD FL 32771
Property Address: 448 SUMMERLIN AVESANFORD32771
Subdivision Name: FORT MELLON
SALES
Deed Date Book Page Amount Vac/Imp
WARRANTY DEED 0211998 03365 0650 $97,000 Improved
WARRANTY DEED 05/1990 02200 1331 $100 Improved
ADMINISTRATIVE DEED 03/1986 01714 0155 $75,000 Improved
Find Comparable Sales within this Subdivision
LAND
Land Assess Method Frontage Depth Land Units Unit Price Land Value
FRONT FOOT & DEPTH 120 138 .000 170.00 $19,992
VALUE SUMMARY
Value Method: Market
Number of Buildings: 1
Depreciated Bldg Value: $73,120
Depreciated EXFT Value: $600
Land Value (Market): $19,992
Land Value Ag: $0
Just/Market Value: $93,712
Assessed Value (SOH): $86,549
Exempt Value: $25,000
Taxable Value: $61,549
Tax Bill Amount: $1,321
LEGAL DESCRIPTION PLAT
LEG LOTS 75 + 76 FORT MELLON PB
3 PG 69
http://www.scpafl.orglplslweb/re web.seminole_county title?parcel=301931525000O0750 12/13/2001
CITY OF SANFORD BUILDING DIVISION
SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT
1. Two (2) recent boundary and building location surveys showing setbacks
from all structures to property lines for permit for structures (not fences)
2. Two (2) complete sets of construction design drawings drawn to scale,
Complete sets to include:
o W-1 a. Foundation plan Indicating rooter sizes for all bearing walls. Provide side view details
of these rooters with reinforcement bar replacement.
DN b. Floor plan indicating interior wall partitions and room identification,
room dimensions, door, window, and/or opening sizes, smoke detector,
location(s), landings, decks and stairs. Bathroom fixtures and ,
distances from walls are to be shown.
Note the State of Florida requirements for bath door for compliance
of Handicapped Code (F.S. 553, Part 5)
C. Elevations of all exterior walls, east, west, north and south. Finish
floor elevation height as per City Engineering Department or
subdivision plat.
d. Cross sections of all wall sections to be used In the structure. Bearing
non -bearing inter and exterior. Show all components of wall section.
PL.0- e. Framing plan for floor joists where conventionally framed. Plan to
Indicate span, size and specles of materials to be used.
f. Engineered truss with details of bracing. Engineered beams forp plan
spacing openings to carry and support trusses.
Stair details with tread and riser dimensions, stringer size, methods of
attachment, placement of handrails and guardrails.
footages: h. Square footage table showing
Garages/Carports S.F.
Porch(s)/Entry(s) S.F.
Patio(s) .3 / `1* S.F.
Conditioned structure S.F.
Total (Gross Area) S.F.
Q hr/n
3. Three (3) sets of completed Florida Energy Code Forms (Form_600-A-97),
4. Soil analysis and/or soil compaction report. If soils appear to be unstable
or if structure to be built on fill, a report may be requested by the
Building Official or his representative.
5. Other submittal Documents:
a. Utility letter or approval when public water supply and/or sewer system
connection to be made.
b. Septic tank permit to be obtained from Seminole County Health
Department at: 400 W. Airport Blvd,Sanford, FI (407) 665-3600.
c. Arbor permit when trees to be removed from property. Contact the
6.
City Engineer for details regarding the arbor ordinance and permit.
Application to be completed thoroughly and signatures provided by a
licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN
PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE
STATUTE 489. Subcontractor license numbers must be included on the
application. If electrical, mechanical or plumbing permits have not been
issued, inspections will not be scheduled or made and subcontractors will be
subject to penalty under the City Ordinances.
REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION
1. Footer
2. Underground, electrical, mechanical and plumbing
3. Foundation elevation survey
4. Slab
5. Lintel- tie beams - columns- cells
6. Rough electrical
7. Rough mechanical
8. Rough plumbing
9. Tub Set
10. Framing
if. Tenant Separation / firewall
12. Insulation, walls and/or ceilings
13. Electrical final, mechanical final and plumbing final
14. Building final
15.
1 kOther
DATE SIGNATURE -
By Owner or Authorized Agent)
BOUNDARY SURVEY
LOTS 75 AND 76, FORT MELLON, ACCORDING TO TNE' PLAT THEREOF AS RECORDED
IN PLAT BOOK 3 PAGE 69 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
3
0
F)
C:)
Q
0
FWND
3/e• I.R.
I k CAP 11633
LOT 75
LOT 74
N89'53'20"W 137.5'(P) 137.00'(M)
a 1 STORY
C.B. RES.
P/Lofa!&P _ 20' #448
Sc/EEY1' fZoar^ or3 m
s.s'
zo'
r
FO NCRC
12. 3'
LOT 76 / G
FOUND
3/e• I.R.
k CAP /1653
CONC -
b141W,.
S89'53'20"E 137.5'(P) 137.00'(M)
EIGHTH STREET
ASPHALT ROAD)
60'R\W)
LEGEND:
m"
F NO
3/8 LR
r CAP pe53
Ld
0
b 0
P
0
FOUND
3/6' I.R
k CAP 4
I
SCALE:
1"— 30 FEET
CONCRETE
SET 1/2' REBAR k CAP PSM / 5567
R - RADIUS CONC. - CONCRETE
CENTRAL ANGLE C.B. - CONCRETE BLOCK
L = ARC LENGTH W.F. WOOD FRAME
FOUND PROPERTY CORNER
FOUND 4' X 4' CONCRETE MONUMENT IIICH.BRG. v CHORD BEARING COV. -COVERED
LS. LAND SURVEYOR WM WATER METER
GAS METER LB. - LAND SURVEYING BUSINESS WPP = WOOD POWER POLE
tJ
WATER VALVE
a FIRE HYDRANT M MEASURED CPP CONC. POWER POLE
P PLAT A\C AIR CONDITIONERyr.- SL
CENTERLINE
BUILDING SETBACK LINE PRM - PERMANENT REFERENCE MONUMENT R\W - RIGHT OF WAY
I.R. IRON ROD
X—X—x—X- BARBED WARE FENCE PC POINT OF CURVATURE
P= POINT OF BEGINNING I.P. IRON PIPE
O—o—o-0-
0-0-0-0-
6' WOOD FENCE
4' CHAIN LINK FENCE PT = POINT OF TANGENT C.M. - CONCRETE MONUMENTPT
U.E. U71UN EASEMENT FF ELEV FINISHED FLOOR ELEVATION
aHPONP— OVERHEAD POWER LINES
NOTES:
CERTIFIED TO:
HARRY G. REID, ID 1. THIS SURVEY IS BASED ON THE LEGAL
FIRST AMERICAN TITLE INSURANCE COMPANY DESCRIPTION AS PROVIDED BY THE CLIENT.
FAIRWINDS FEDERAL CREDIT UNION 2. THIS SURVEYOR HAS NOT ABSTRACTED THE
EBENEZER AND LEESTER DARNELL KORANTENG LAND SHOWN HEREON FOR EASEMENTS, RIGHTS
OF WAY OR RESTRICTIONS OF RECORD WHICH
MAY AFFECT THE TITLE OR USE OF THE LAND.
BEARINGS SHOWN HEREON ARE BASED ON 3. DO NOT RECONSTUCT PROPERTY LINES FROM
THE CENTERLINE OF SUMMERLIN AVE. BUILDING TIES.
BEING NDO'00'00-E (ASSUMED). 4. NO FOOTING OR OVERHANGS HAVE BEENAo LOCATED EXCEPT AS SHOWN.
5. NO IMPROVEMENTS OR UTILITIES HAVE BEEN
ACCORDING TO THE FLOOD INSURANCE RATE MAP LOCATED EXCEPT AS SHOWN.
NO. 12117C 0045 E DATED 04/17/95 THE 5. THIS SURVEY IS NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF APROPERTYSHOWNHEREONLIESINZONEX. A FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NO. BCA453
DRAWN BY: BC
CHECKED BY: BC
c I HEREBY CERTIFY THAT WE HAVE PREFORMED A FIELD
SURVEY OF THE HEREON DESCRIBED PROPERTY, THIS
DRAWING IS A REPRESENTAITON OF THAT SURVEY AND
MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH
BY THE FLORIDA BOARD OF PROFFESIONAL LAND SURVEYORS
FIELD DATE:) 01/24/98 BRADLEY COX & ASSOCIATES AND MAPPERS IN CHAPTER SIC17-6 FLORIDA ADMINISTRATIVE
REVISED: LAND SURVEYING
COD 472.027, FLORIDA STATUES.
339 SPRINGVIEW DRIVESANFORD, 4URSUANSEC1FLORIDA32773
407) 323-9202 BRAD , PSM # 5567 (DATE)
14
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SCREFI i, VII!lYL& GLRSS ROAMS `_SECTIO(i 3
XMPOSITEOFPANELS:': RISERlSBiROOF P!!b'
l / (4) IW x 4' LAG BOLTS W/ : '
1-lW FENDER WASHERS PER
r cavil
VC PANELACROSS THE
FRONTAND W O.C. ALONG
SiDE,s •
c --
HEADER ATTACHED TO POST
r x r OR r x 7 HOLLOW Wl MIN. (3) #10 x 1-12 S.M.S.
IN SCREW BOSSES
J
GIRT AND IQCK PLATE r x r
HOLLOW RAIL
POST ATTACH® TO BOTTOM
Wl MIN. (3) #10 x 1-11Z S.M.S.
IN SCREW BOSSES
TYPICAL UPRIGHT DETAIL
27xZ,ZxrOR3x2
HOLLOW (SEE SPAN TABLESf
FOR SNAP EXTRUSIONS GIRT
ATTACH®TO'POSTWTTH
MIN. (3) = x 1Vr S.M.S. IN
SCREW BOSSES
1' xr OPSd SACK BOTTOM
RAIL
114' x Z-lW MASONRY
ANCHOR 9 t; FROM EACH
POST AND 24' O.C. (MAX)
CTKwca E Bennett P.E
oua,oaYraw mxe
SEAL
is-.... .o'.... rr't'-•
I
SOLIQ't00F PANEL PRODUCTS . '- SECTION 7 `
COMPOSITE ROOF ANCHORING DETAILS l
EXISTINGTRRUSS OR RAFTER
8 x.1/2 S.M.S. SPACED
@•8' O.C. BOTH SIDES
ROOF PANEL
o-
10 x 1-11r S. M. S. OR WOOD
WOOD SCREW (1) PER
RAFTER OR TRUSS TAIL
10 X 3le S. M. S. OR WOOD
SCREW SPACED @ 127 0. C.
IF PANEL TO
FOR MASONRY USE
Ilexl-1leTARe0NANCHt9R
OR EQUAL ' . OR
WOO 0 x 1-llr S.M.S.
OR WOOD SCREWS
@ 17 O.C.
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
8 x 112 S.M.S. SPACED
@ 8' O.C. BOTH SIDES
EXISTING FASCIA
8 x 10 S.M.S. SPACED
0 8' O.C. BOTH SIDES •
8 x 117 S.M.S. SPACED
@ 8' O.C. BOTH SIDES
5
ROOF PANEL TO WALL DETAIL
TES: WOOD STRUCTURES SHOULD CONNECTTO 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 SCREW
INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-114' WASHERS OR SHALL BE
ASHER HEADED SCREWS.
HEADMINSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS -r. THEW
THICKNESS SHA.L BETHETHICKNESS OF THE ALUMINUM PAN OR COMPOS PANEL
WALLTHICKNESS. HFA J ER.S SHALL BE ANCHORED TO THE HOST STRLJ RE WITH
ANCHORS APPROPRIATE FOR -THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED
A13OVEARE BASED ON A LOAD FROM 1?A MP-.H_gx;Ls= SECTION 1606 FOR A
MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM"THE HOST STRUCTURE -
Lawrence E Bennet4 RE
T8""MIE(904)79r-9r
FAX
r. K r • _(E`)WOM
SEAL
IL
Mti ia NOFTOBEIi@NCR9:9li MIQLsagl P130/13SIONCFUIHICge:B0IETrPS I-
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C
SOLID ROOF PANEL PRODUCTS SECTION 7
48"
1.0 # DENSITY E.P.S. FOAM 813105 H-14 OR H-25 ALUMINUM ALLOY
PATENT # 4,769,963 AND 5,086,599
SNAP - N - LOCK PANEL
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:
3" x 48" x 0.019" Panels
SECTION 7
48"
1.0 # DENSITY E.P.S. FOAM 813105 H-14 OR H-25 ALUMINUM ALLOY
PATENT # 4,769,963 AND 5,086,599
SNAP - N - LOCK PANEL
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:
3" x 48" x 0.019" Panels
Open Buildings Enclosed Buildings
Wind
Region
Applied
Load
Overhang Condition Wind
Region
Applied
Load
Overhang Condition
NONE 1'-0" 2'-0" 3'-0" NONE 1'-0" 2'-0" 3%0"
102 M.P.H. 17 14'-7" 14'-8" 15'-l" 15'-9" 102 M.P.H. 30 10'-11 11'-2" 11'-8" 12'-0"
110 M.P.H. 20 13'-6" 13'-8" 14'-1" 14'-9" 110 M.P.H. 35 10'-2" 10'-5" 10'-11" 11'-10"
120 M.P.H. 24 12'-5" 12'-6" 13'-0" 13'-9" 120 M.P.H. 41 9'-4" 9'-7" 10'-2" 11'A"
130 M.P.H. 28 11'-5' 11'-7- 12'-1" 17-11 130 M.P.H. 48 8'-8' 8'-10" 9'-6" 101-6"
140 M.P.H. 32 10'-7" 10'-9' 11'-0" 12'-2" 140 M.P.H. 56 8'-0" 8'-3" 8'-11" 10'-0"
150 M.P. 9'-11' 10'-1" 10'-8" 11'-T 150 M.P.H. 64 7'-6" 1 7'-9" 8'-0" 9'-7"
3" x 48" x 0.024" Panels
Open Buildings Enclosed Buildings
Wind
n
Applied
Load
Overhang Qqa4ilion Wind
Region
Applied
Load
Overhang Condition
NONE 1'-0" 2'-0" 0" NONE 1'-0" 2'-0" 3'-0"
02 17 16'-4" 16'-5 16 =1 7'-5" 102 M.P.H. 30 12'-4" 12'-6" 12'-11 13'-9"
110 M.P.H. 20 157 15'-3' 1F-47. 110 M.P.H. 35 11'-5" 11'-8" 12'-2" 12'-11"
120 M.P.H. 24 13'-11" 14'-0" 14'-5" 15'-2" 120 M.P.H. 41 10'-6" 10'-8" 11'-3" 12'-1"
130 M.P.H. 28 12'-10" 12'-11" 13'-5" 14'-2" 130 M.P.H. 48 9'-8" 9'-11" 10'-0" 11'-5"
140 M.P.H. 32 11'-11" 12'-1" 12'-7" 13'-0" 140 M.P.H. 56 8'-11" 9'-3" 9'-10" 10'-10"
150 M.P.H. 1 37 111'-1" 11'-3" 111'-10 12'-7" 150 M.P.H. 64 8'-5" 8'-8" 9'-4" 10'4-
3" x 48" x 0.030" Panels
Open Buildings Enclosed Buildings
Wind
Region
Applied
Load
Overhang Condition Wind
Region
Applied
Load
Overhang Condition
NONE 1'-0" 2'-0" 3'-0" NONE 1'-0" 2'-0" 3'-0"
102 M.P.H. 17 18'-10" 18'-11" 19'-3" 19'-9" 102 M.P.H. 30 14'-2" 14'-4" 14'-9" 15'-5"
110 M.P.H. 20 17'-5" 17'-7' 17'-11 18'-5" 110 M.P.H. 35 13'-2" 13'-4" 13'-9" 14'-6"
120 M.P.H. 24 16-11' 16'-1" 16'-6" 17'-1" 120 M.P.H. 41 12'-1' 12'-3' 12'-9' 13'-6"
130 M.P.H. 28 14'-9- 14'-11" 15'-0" 15'-11 130 M.P.H. 48 11%2" 11'4" 11'-10 12'-8"
140 M.P.H. 32 1 13'-8' 11T-10" 14'-3" 14'-11 140 M.P.H. 56 110'4' 10'-7' 19'-10*
11'-1' 111'-11'
150 M.P.H. 37 12'-9' 12'-11" 13'-5" 14'-2" 150 M.P.H. 64 1 9'-8" 10'-0' 11'-5"
Note: Total roof panel width = room width plus wall width plus overhang.
Lawrence E. Bennett, P.E. S T A U C TA L Le CIVIL ENGINEER - DEVELOPMENT CONSULTANT
MUILOIND WYETEMU-ji P.O. BOX 4368, SOUTH DAYTONA, FL 32121
350 BURBANK, OLDSMAR, FL 34677-4906 TELEPHONE (904) 767-4774
LOCAL (813) 855-2627
FAX (904) 787 558NATIONWIDE1-800-969-3708
FAX 813 854-2802 1 SEAL
COPYRIGHT 2000
PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 7-35
SECTION 3 SCREEN, VINYLA GLASS ROOMS
Gvcf
Table 3.12 AllowableBeam Spans - Hollow Extrusions for Screen
and / or Vinyl [0pen1-Rooms with Solid Roots sa scampi 9=70-P co l+ vr> TF 0
Aluminum May GM T4 ^M Ct_Oxf
Wind Zone
10r MPH I 110 120 MPH 1 130 MPH 140 MPH 1 150 MPH
APPIMU Load
ftn l e- p 7I / Rn Ff 9e IY Sd CR 32 $e_ SO.
Load= r x x o-
S fr4r S-0- 5'-1' 4'-9' 4'S'
S 5'-11' S-8' S-0' 4.8' 4'-4 4'-0•
S.S•y" S-1' 4-8' T-9'
4'-6' 4-1' 3'-10' T-T T_r
10' 4-3' 7-11' 3'-T' 3'' TA
14v'wr
4-1' Tv 3'-5' 3=2' 2-11'
1r' 11' 1 T-7- 1 W-W I 710'
Load WQF 2' x r x 0.QW
g g'_g• W-3- S-9• 5'-3' 4'-11• 4-T
51-T F--3 4-10• 4-0' 4-r
T S-0• S-3' 710' V T
S S-4' 4'-11• 4'-6• 4'-r 10• 3=7•
9' 0• 4'-13- 4-3' 3'-11' 3'-5•
3' 3'-0
4'-r 3'-10' 3=T 3'4 T-1•
IT 4'• 4'.0• 3--r 1 3'-5' 1
Load wkm r x 4' x 0.050'
5' 10'-1• 9'-5* 8=7* T-11' TA!, 6'-11•
S gam• 8-7' T-10' 7'-3• 6-9' 6'-3•
T 8'-r T-11' T3• T-9' 6'-0• 5-10'
g T-11' TS t;-10- F-7 5-10 T-V
ti-5' 5=11- S-ti- S-2'
10' T-r W_r
tT 8'-10• 5 5-10' Ste•
1r' 6-7' 5'-r 4W 4'-5'
Now
Glass Room: The addition of ab wrrrdows with glass panes that are designed to 110 M.P.H.
wind load requirements to the above increases the strength so that additional framing is not required.
Tables assume extrusion oriented with longer extrusion dimension parallel to applied load
Cawmirm E. Bennett, P.E. ,
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SECTION 3 SCREEN; VINYL & GLASS ROOMS
Table 3.2.1 Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 606 J$
r x 2" x 0.036" Hollow Extrusion
Load
Width
102 M.P.H. I 110 M.P.H. 120 M.P.H. 1 130 M.A.H. 1 140 M.P.H. 1 150 M.P.H.
Apolled Load
8#I Ft 9#/Sq.PL 100/3.Ft 12#/Sq.Ft 15#IS .Ft 16.#IS .Ft
38" 9'-10' 9'-r 8'S' T-8• T-0' F-81
42 91 8'-5' T-9" T-1' 61-T 6'-2"
jrw, T-11' T-3" 6'-8" 6'-1" 5'-10'
54" 8'-0"' T-5' 6'-10' 6'-3' 5'-9' 5'-0'
T-11 5'-11' 6-5' 5'-2'
68" T-W 6'-9' 6'-2' gam• 57 4'_11•
72" 6'-11' 61-5' 6-11' 5'-.T 4'-11" 4'-9'
78" 6'-8• 6'-2' 5'-0" 5!-3' W-9• I 4'-7'
84" 6'-5- 5-11- 5-6- 5'-0' 4'-7' 1 4'-5-
90" 6'-3- S'-T 64"' . 4'-10' W-5' 1
T x P x 0.0W Hollow Extrusion
Load
width
Wind Zone
102 M.P.H. 1 110 M.P.H. 1 120 M.P.H. 1 130 M.P.H. 1 140 M.P.H. 150 M.P.H.
Applied Load
Sq.Ft 9#1Sq^ 10 I .Ft:12#1 Ft 15#/ 18#1 .Ft
36" 19-10" 10'-1• 9'3 8' 6' T-9' Ta'
42" 10'-0' 9'4 8'=T T ur T-2' 6'-10'
48" 9'-5' 8'-r 8'3>€ TA' 6'-9" 6%5'.
54" 8'-10: 8' 3' T-7- 6'-11' 6'-4' 6'-0"
60" W-5' T-10' T-2` 6'-T 6'-0" 5'-9'
TS 6'-10`- V;.3' S'-9" 5'-5'
72' Tom' T-1' 6'-T -.. T-11' 5'-6" 5'-3'
78" T-4' I 6'-10' 5-9' 5'-3' F-0-
84" T-1' 1 F-T 6'-1' 5'-T 5'-1" 4'-10'
9o- 6'-10- 1Ste' 5'-10' 5141 4'-11' 4'-0"
2" x 2" x 0.53v Hollow Extrusion
hWidthP-4
Wind Zone
02 ..H.110 M.H.20 M.P.H. 130 M.P.H. .P.H. 140 M.P.H. 150 M.P.M.
lied Load
8#1 .Ft 9#I Ft 10#1 .Ft 12#I .Ft 15#IS .FL 16#15 .Ft
11'-10' 0-11' 10-1" 9'-3' F-5' 8'-0'
0-11, 10'-2' 9'-4' 7' T-10' T-W
10'-3' 7-T 8'-9' 8'-0" 7'-4' 6'-11'
54 9'4r 8'-11' 8'-3- T-7' 6'-11- 6'-7'
W. 9'-2' 8'-0' T-10' T-2' F-7" 6'-3'
66" 1 8'-9' 8'-1' 7'-5- 6'-10" 6'-3' 5'-11'
72" 8'4' T-9' T-2' 6'-6- F-11' 51-T
78" 8'-0' T-5' 6'-10" 6'-3' 6-9" 5'-5'
84" T-9' T-2' 6'-7' 6%1- 5'-W 6-3'
90" T-0' RIP 6'-5' T-10' 5'-4" 5'-1'
Notes:
Glass Rooms. The addition of aluminum frame windows with gins panes that are designed
to 110.M.P.H. wind load requirements to the above upright saes increases the strength so
that additional framing is not required.
Screen Splines on 3" side. extrusion lumed with 3" side parallel to sole plate.
Example-
Screen panel width W = 60%
Maximum 'W for a 2' x 2' x 0.036' Hollow Extrusionscrewpanelwidth "W =
T•7'
a from the maximum height
ee M*W glass room ) select upright height "W
allowed for each extrusion.
Lawrence E. Bennett; P.E.
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FOPRE RL V'E CFO AND CONDITIONALLY CONSTRUED TORPERMIT. A PERMIT ISSUED SHALL BE THE WORKANDNNEALICENSETOPP,OCEED WITH CANOT AS AUTHORITYTOVIOLATE, CEL. ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT. PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRINGACOLDINGTIONOFEORgOROTHERVIONTHE
PLANS. CONSTRUCTION VIOLATIONS OF THE CODES. CityofSanfordModelCodes
in effect: Standard
Building Code 1997 ed.
Standard Plumbing Code 1997 ed.
Standard Mechanical Code 1997 ed,
Nattonal Electrical Code 1996 ed.
See City Code AMENDMENTS FL.
Accessibility Codes 1997 FL,
Energy Code 1 g97
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