178 Rose Hill Trl 03-2803 Screen Roome
Permit # :_
Job Address:
D
Description of Work:
Historic District: Zoning:
CITY OF SANFORD PERMIT APPLICATION
t__.— Date:
Value of Work:
Permit Type: Building V, Electrical Mechanical PI bing 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 other than X)
Parcel #: / U6 -3 5-0
Owners Name & Address: % C
Contractor Name &
Phone & Fax:(,
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer
Address:
cT oc_ )(Attach Proof of Ownership & Legal Description)
p a Z4a 7
State License Number:
P7 7 3 "7 i°
ylLtif SFP 0 Pho`- a:•
i`.... ....<,- Fax Application
is hereby made to obtain a permit to do the work and mstal(fit;rld dt:andi at t Eor
r
stalntiop h g,dommenced prior to the issuance
of a permit and that all work will be performed to meet standard a:¢Fa1i.Iaws co 3 nsdtction understand that a separate permit
must be secured for ELECTRICAL WORK, PLUMBING S[GN6,r Fl tSS A HEA°>•ER 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 restr this county,
a there y be additional permits required from other governmental en Acceptance o
p rmit is v n that I will notify the ownerofthe property of the no to e
Own
r/Age t Date rint r gent'
s Na Y Y o
o otary-State
of Florida Date 9- 0 f
Ca. Q. rm
9' o ao
stoU r
2 0
Owner/Agent is Pe sonall Known to Me or N w PT,
Produced IDZ 3 E1._, 7e F to w "r3' APPLICATION APPROVED BY:
Bldg O-' ng: initial & Date)
smpphe
le to
this property that mVbe found in the public records of such as watqr
manadment districts; state agencies, or federal agencies. of Lien Law,/
F'S 713. Qjgnater®of Contractor/
Agenf Date Prin or ge
me o a= Signature o otary-
tat e of Florida Date k o a • El CD
07 o N
C Contractor/Agent
is _
Personally Known to Me or o — co roduced ID C2
od n O
N Utilities: FD:
o
w Initial & Date) (Initial &
Date) (Initial & Date) Special Conditions: 8
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL
mye,•t.., a, ,wi i"" aui 'ia rr`"a" i11" : , fit k , r' p ug' g•:,. '1 i >
y 1 n
y
5cmint 4rCounty X
1lfli
h. Y arstwt d
t1, 32`? f st.Mi Ad 2003
WORKING VALUE SUMMARY Value
Method: Market GENERAL
Number
of Buildings: 1 Parcel
Id: 18-20-31-503-0000-0400 Tax District: S1-SANFORD Depreciated
Bldg Value: $77,812 LINDSEOwner:
YPATRICK & Exemptions: 00 GEMINIQUE
HOMESTEAD GEMINIDepreciated
EXFT Value: $0 Address:
178 ROSE HILL TRL Land
Value (Market): $19,500 City,
State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property
Address: 178 ROSE HILL TRL SANFORD 32771 Just/
Market Value: $97,312 Subdivision
Name: ROSE HILL Assessed
Value (SOH): $83,249 Dor:
01-SINGLE FAMILY Exempt
Value: $25,000 Taxable
Value: $58,249 2003
Notice of Proposed Property Tax SALES
Deed
Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY WARRANTY
DEED 04/2003 04794 0377 $131,500 Improved 2002
Tax Bill Amount: $1,19 WARRANTY
DEED 06/1999 03667 0251 $91,800 Improved 2002
Taxable Value: $56,298 SPECIAL
WARRANTY DEED 09/1998 03496 1719 $1,456,500 Vacant Find
Comparable Sales within this Subdivision LAND
LEGAL
DESCRIPTION PLAT Land
Assess Method Frontage Depth Land Units Unit Price Land Value LOT
40 ROSE HILL PB 54 PGS 41 & 42 LOT
0 0 1.000 19,500.00 $19,500 BUILDING
INFORMATION Bid
Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1
SINGLE FAMILY 1999 8 1,697 1,253 CB/STUCCO FINISH $77.812 $79,400 Appendage /
Sqft OPEN PORCH FINISHED / 24 Appendage
t Sqft GARAGE FINISHED / 420 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 Just/Market value. http://
www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=182031503000004... 9/8/2003
HIS INSTRUMENT PREPARED BY:
TAME - XJTlLAMPS PSs r vo1 co x l14DDR.
C clog S'` f'e NOTICE OF conznjENcEMErT CLERK'
S 1# 20031579aiG RECORDED
09/08/3 12s23s83 GM RECORDING
FEES 6.00 RECORDED
8Y H No1dO County
of Semino}e pest
No.Tax Folio No. (PM) TES
geed ht gives notice that improvemem wig be made to certain Teat pmpm y. and in atcordauce with Chapter 7L, Florida Srsuaes the fbDing ivfmmaricm is provided m this Nonce of Cottttaenoeme¢t DESCRIPTION
OF PROPERTY axzal dcscaipt cn ofthe property and strater address GENERAL.
DESCRIPTION OF IMPROVEMENT OWNER
LNFORMATtOr r Name
and addressi r!i`L/ 'r/ 4'// y Interest
in piopwry (Fee simple, Pazmetsmp, NAME
AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTHER THAN OWNER) CONTRACTOR
N
me and address J l aL
SURETY
Moaodirg Company) Name
and address Amouat
ofBond LENDER
Name
and address eisoas
within the Scace of Floods by flamer upon wL n nonce or other docarmeats maybe saves as provided by
Section 713.1XI)(a)7, Florida Smaites: Name
and addrm In
aai&Wm to bhuselC Owner dedgmctes of to
receive a copy of the 14euor's Notice as provided
in Section 713(lxbl Florida Statuses F3phation
Date of Nebee of ComrmamtatN Tbe
expnfom date is 1 year fin= date of Teaordmg tmieg, a dare is S"
Ovmer Sworn
to and AdnagMd before we this DAY 20 MY
Ca»nawaoe Ezpir—, _ Notary
1?tzbk The
imaasmera was achiowledyed berme the this _ W// dsy of &L 20 V by 6
P' rt t i (awe of Prior who j pasmmy irno to me
or who has pmftced ' (type of id oar) as madfica d= and
who afrd/did not take an oath o,,
pYPU i Teanna D. Lower z.
16SCammission # bD 0 47398 o. Expires Aug. 5, 2005 Bonded
That Atlantic
Bmiing i c. CoIn4nttttCERTIFIED
COPY MARYANNE
MORSE OL ,
RK OF CIRCUIT COURT gEMIN-
OLE COUNTY. FLORIDA SEP
8 2003
Ru;; 1403 08:32p Rnthon3 Gramps 352-307-0752 p.2
SEMNNOLE COUNTY
LIMITED POKIER OF ATTORNEY
I hereby name and appoint:
i9--- / L printed Name of Appointee
Company Name of Appointee
to be my lawful attorney -in -fact to act for me in applying to Seminole County
Government CommerciallResidential Permitting for a permit enabling work to be
performed at the location below -described and to sign my name and do all things
necessary to this appointment:
Section
Township
Range
Subdivision
Block
d Lot
f,_ /ZI l __.;zZ3___ProjectAddress
Owner of Property
Owner Address
Signed: -- ----- __
certified contractor signature
Date: <54 --
Certified Contractor:- 7. !' 'T6_----
printed name
Contractor license
State of Flor! _ A—Ria County or
sw to ands , cribed before me this 1 day of _ _.____—_ by
qqii
Hj - -cir ____ (name of person acknow9edged) wk o"ispersorsally knownFt _A
Ifnor who has produced __ _ ___P-- _ __(entfication).
Notary
Public-'- ---------------_.._^_ Commission
expires: seal)
foRMpcxver
ct awmay104250116 s
1YPr Teanna D., Lower eo '` -,
Commission # DD 047398 F
L apimsAuk. 5r 2005 9l
O Bactded Thru Illl,
t tiffiIf]C BoncrmgCa, I=
3
6T s o nor
20
RECEIVEDA
Seminole Co.
ifJ'ng Capt.
eSZtiZEZZzj
r
aDtm,,NT-1
L*go l L?atcrlpNon
Lot 40. ROSE WLL, occording fo the plat rhersof as recorded in Plat
Book 14, Page(r) 41 and 4-2, of the Public Recordr of Seminole County,
FL.
Community number: 120289 rnnck 0043
Su,(11x: F FIRM. Dale; 411711993 Flood Zone: X
Dale of leld work: 312.4/7003 Completion Date 1124170113
Certlfled to
Patrlck Lindsey; Gew/lnique U>Kbcy; Broker's Tide Of Longwo-4 1,
r.LC; A werican Plorlesr Title Irtlwvnce ConWQ'V: Taylor, Dean dl
Whitaker Morfgaye Corporalloa, ki' lucccuorl' anWur auignif,
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SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3
AN ROOF, COMPOSITE PANEL
OR HOST STRUCTURAL
FRAMING
4) #8 x 1/2" S.M.S. EACH SIDE
OF POST
1 x 2 TOP RAIL FOR SIDE
WALLS ONLY OR MIN. FRONT
WALL 2 x 2 ATTACHED TO
POST W/ 1" x 1" x 2" ANGLE
CLIPS EACH SIDE OF POST
GIRT OR CHAIR RAIL AND KICK
PLATE 2" x 2" x 0.032" MIN.
HOLLOW RAIL
ANCHOR 1 x 2 PLATE TO
CONCRETE WITH 1/4" x 2-1/2"
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH
POST AT 24" O.C. MAX. OR
THROUGH ANGLE AT 24" O.C.
MAX.
V x 2" TOP RAILS FOR SIDE WALLS
NITH MAX. 3.5' LOAD WIDTH SHALL
HAVE A MAXIMUM UPRIGHT
SPACING AS FOLLOWS
WIND ZONE MAX. UPRIGHT
SPACING
102 T-0"
110 6'-7"
120 6'-3"
123 6'-1"
130 5'-8"
140 5'-1"
150 4'-11" INTERNAL
OR EXTERNAL L'
CLIP OR'U' CHANNEL CHAIR RAIL
ATTACHED TO POST W/ MIN. (
4) #10 S.M.S. 1
x 2 OR 2 x 2 ATTACHED TO BOTTOM
W/ 1" x 1" x 2" x 1/16" 0.
045" ANGLE CLIPS EACH SID AND
MIN.. (4) #10 x 1/2" S:M.S. 1"
x 2" x 0.032" MIN. OPEN BACK EXTRUSION
MIN.
3-1/2" SLAB 2500 PSI a
1-1/8" MIN. IN CONCRETE CONC.
6 x 6 - 10 x 10 W.W.M. OR
FIBER MESH VAPOR BARRIER UNDER CONCRETE
POST
TO BASE, GIRT AND POST TO BEAM DETAIL SCALE:
3" = 1'-0" Lawrence
E. Bennett, P.E. CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (
386) 767-4774 FAX (
386) 767-6556 PAGE
COPYRIGHT
2003 NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3-13
r-
SECTION 3 1 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
Table 3.1.1-110 Allowable Edge Beam Spans - Hollow Extrusions
For Screen or Vinyl Rooms
For 3 second wind gust at 110 MPH velocity; using design load of 20 #/SF (36 #/SF for Max. Cantilever)
Aluminum Allov 6063 T-6
2" x 2" x 0.044" 2" x 2" x 0.055" :
Load
Width (ft.)
Max. Span 'L' / (bending 'b' or deflection 'd') Load .
Width (ft.)
Max. Span 'L' l (bending 'b' or deflection 'd')
1 8 2 Spa 3 Span 4 Span Max.
Cantilever 2 Spa 3 Span 4 Span Max.
Cantilever
5 4'4" d 5'-5" d 5'-3" b 1'-1" d, 5 4'-8" d 5'-9" d 5'-8" b V-2" d
6 4'-1" d 4'-11" b 4'-9" b 1'-0" d 6 4'-4" d 5'-5" d 5'-3" b 1'-l" d
7 3'-11" d 4'-7". b 4'-5" b 0'-11" d 7 4'-2" d 4'-11" b 4'-10" b 1'-0" d
8 3'-9" d 4'-3" b 4'-2" b 0'-11" d 8 3'-11" d 4'-8" b 4'-6" b 0'-11" d
9 3'-7" d 4'-0" b 3'-11" b 0'-10" d 9 3'-10" d 4'-5" b 4'-3" b 0'-11" d
10 T-5" b 3'-10" b 3'-8" b 0'-10" d 10 3'-8" d 4'-2" b 4'-0" b 0'-11" d
11 T-3" b 3'-8" b 3'-6" b 0'-10" d 11 3'-7" d 3'-11" In 3'-10" b 0'-10" d
12 T-l" b 3'-6" b 3'-4" b 0'-10" d 12 3'-5" b 3'-10" b 3'-8" b 0%10" d
3"'x 2" x.0.045'' 3" x 2" x 0.070"
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 i3ISpan 4 Span Max.
Cantilever
1 8 2 Spa 3 Span 4 Span
Max.
Cantilever
5 4'-11" d 6`-1" d 6'-3" d 1'-2" d 5 5'-7" d 6'-10" d T-0" d 1'4" d
67:_; 7 4'-8" d C5.'=9".—d-1 5'-9" b 1 -2" d 6 5'-3" d 6'-5" d 6'-7" d 1'-3" d
7 4'-5" d 5'-6" d 5'-4" b 1'-l" d 7 4'-11" d 6'-2" d 6'-3" d 1'-3" d
8 4'-3" d 5-1" b 4'-11" b l'-0" d 8 4'-9" d 5'-10" d 5'-11" b 1'-2" d
9 4'-l" d 4'-10" b 4'-8" b 0'-11" d 9 4'-7" d 5'-8" d 5'-7" b 1'-1" d
10 T-11" d 4'-7" b 4'-5" b 0'-11" d 10 4'-5" d 5'-5" d 5'-3" b" 1'-l" d
11 T-10" d 4'-4" b 4'-3" b 0'-11" d 11 4'-3" d 5'-2" b 5'-0" b 1'-0" d
12 3'-8" d 4'-2" b 4'-l" b 0'-11" d 12 4'-2" d 4'-11" b 4'-10" b 1'-0" d
2" x 3" x 0.045" 2" x 4" x 0.050"
Load
Width (ft.)
Max. Span 'L' / bending '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 6'-2" d T-4" b 7'-1" b 1'-6" d 5 T-11" d 9'-4" b 9'-0" b l'-11" d
6 5'-9" d 6'-8" b 6'-5" b 1'-5" d 6 7'-6" d 8'-6" b 8'-3" b 1'-10" d
7 5'-6" d 6-2" b 5-11" b 1'-4" d 7 7'-1" b T-11" b 7'-7" b 1'-9" d
8 5-2" b 5'-9" b 5'-7" b 1'-3" d 8 6-7" b T-5" b T-2" b l'-8" d.
9 4'-10" b 5-5" b 5'-3" b 1'-3"` d 9 6'-3" b 6'-11" b 6'-9" b 1'-7" d
10 4'-7" b 5'-2" b 4'-11" b 1'-2" d 10 5'-11" b 6'-7" b 6'-5" b 1'-6" d
11 4'-5" b 4'-11" b 4'-9" b V-2" A 11 5'-8" b 6'-4" b 6'-1" : b 1'-6" d
12 4'-3" b 4'-9" b 4'-7" b 1'-1" d 12 5'-5" b 6-0" b 5-10" b 1'-5" d
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.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
COPYRIGHT 2003
3.28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans
For Screen Rooms or Vinyl Rooms
Aluminum Alloy 6063 T-6
For 3 second wind qust at 110 MPH velocitv: using desion load of 11 #/SF
SECTION 3
Sections
Tributary Load Width 'W' = Purlin Spacing
3'-0"' X-6" 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 7'-6"
Allowable Height 'H' / bending W or deflection 'd'
2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b T-8" b T-4" b 6'-11" b 6'-8" 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 T-11" b 7'-7" b T-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'-3" 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'-4" In 8'-1" b
2" x 4" x 0.050" Hollow 16'-3" 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 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16-8" b 16'-0" b 15'-5" bj 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 1 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'-4" b 7'-1" b
2" x 3" x 0.045" Snap 14'-4" b 13'-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" bj 15'-3" b 1T-_4 b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b
For 3 second wind gust at 120 MPH velocitv: using design load of 13 #/SF
Sections
Tributary Load Width 'W' = Purlin Spacing
3'-0"' X-6" 4'-0" 1 4'-6" 1 5'-0'.1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 7'-6"
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" b 6-8" b 6'-5" b 6-1" b 5'-11" b 5'-8" b 5'-6" b
2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b
3" x 2" x 0.045" Hollow 10'-5" b 9'-7" 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 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b
2" x 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 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2". b 9'-9" b 9'-5" b
2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 154" b 14'-9" b 14'-2" b 13'-9" b
2" x 6" x 0.050" S.M.B. 23'-11" b 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 2" 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 6'-6" b
2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b
2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b
I -or 3 second wlna gust at 13u MPH velocity: using clesian load of 15 #/5F
Sections
Tributary Load Width 'W' = Purlin Spacing
3'-0"' 3'-6" 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 W or deflection 'd'
2" x 2" x 0.044" Hollow 8'-1" b 7'-6" b 6-11" b 6'-7" b 6'-3" b 5'-11" b 5'-8" In 5'-6" b S-3" b 5'-1" b
2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-7" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-7" b
3" x 2" x 0.045" Hollow 9'-8" b 8'-11" b 8'-4" b 7'-11" b 7'-6" b 7'-2" b 6-10" b 6'-7" b 6'-4" b 6'-1" b
3" x 2" x 0.070" Hollow 11'-6" b 10'-8" b 9'-11" b 9'-5" b 8'-11" b 8'-6" b 8'-2" b 7'-10" b 7'-6" b 7'-3" b
2" x 3" x 0.045" Hollow 11'-11" b 11'-1" b 10'4" b 9'-9" b 9'-3" b 8'-10" b 8'-5" b 8'-2"'. b 7'-10" b 7'-7" b
2" x 4" 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 5" x 0.050" S.M.B. 20'-2" b 18'-8" b 17'-6" b 16'-6" b 15-8" b 14'-11" b 14'-3" b 13'-9" b 13'-3" b 12'-9" b
2" x 6" 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 2" 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 3" x 0.045" Snap 12'4" b 11'-5" b 10'-8" b 10'-1" b 9'-6" b 9'-1" b 8'-8" b 8'4" b 8'-1" b 7'-9" b
2" x 4" x 0.045" Snap 15'-1" b 13'-11" b 13'-0" b 12'4" b 11'-8" b 11'-1" b 10'-8" b 10'-3" b 9'-10" b 9'-6" b
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.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER -DEVELOPMENT CONSULTANT
P.O. BOX 214 68, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 7674774,
FAX (386) 767-6556
COPYRIGHT 2003
PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-39
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Table
3.1.3-110 Allowable Beam Spans for Miscellaneous Framing Beams for Screen or Vinyl Rooms For
3 second wind gust at 110 MPH velocity; using design load: of 20 #/SF Aluminum
Allnv ROR3 T-A Hollow
and Tributary Load Width Single
Self -Mating Beams 2'-6" 1 T-O" 1 T-6" 1 4'-0" 1 4'-6" 5'-0" 1 5'-6" 1 6'-0" 1 6'-0" 1 7'-0" 1 T-6" 1 8'-0" Allowable
Span 'L' / bendin 'b' or deflection 'd' 2"
x 4" x 0.050" Hollow 10'-0" d 9'-5" d 8'-11" d 8'-7" di 8'-3" d T-11" d T-8" d 1 T-6" d T-3" d 1 T-1" b 6'-10" b 6'-7" b 2"
x 5" x 0.062" Hollow 17-11" d 12'-2" d 11'-6" d 11'-0" d 10'-7" d 10'-3" d 9'-11" d 9'-8" d 9'-5" d 9'-2" d 8'-11" b 8'-8" b 2"
x 4" x 0.044" x 0.100" 11'-2" d 10'-6" d 9'-11" d 9'-7" d 9'-2" d 8'-10" d 8'-7" d 8'-4" d 8'-1" d T-11" d T-9" d 7'-7" d 2"
x 5" x 0.050" x 0.100" 13'-10" d 13'-0" d 12'-4" d 11'-10" d 11'-5" d 10'-11" d 10'-8" d 10'-4" d 10'-1" d 9'-10" d 9'-7" d 9'-5" d 2"
x 6" x 0.050" x 0.120" 16'-2" d 15'-3" d 14'-6" d 13'-10" d 13'-4" d 12'-10" d 12'-5" d 12'-1" d 11'-9" d 11'-6" d 11'-3" d 10'-11" d 2"
x 7" x 0.055" x 0.120" 18'-5" d 17'-4" d 16'-6" d 15'-9" d 15'-2" d 14'-8" d 14'-2" d 13'-9" d 13'-5" d 13'-1" d 12'-10" d 12'-6" b 2"
x 7" x 0.055" w/ insert 22'-4" d 20'-11" d 19'-11" d 19'-1" d 18'-4" d 17'-8" d 17'-2" d 16'-8" d 16'-3" d 15'-10" d 15'-5". d 15'-2" d 2"
x 8" x 0.072" x 0.224" 22'-10" d 21'-6" d 20'-5" d 19'-7" d 18'-10" d 18'-2" d 17'-7" d 1T-1" d 16'-8" d 16'-3" d 15'-10" d 15' 6" d 2"
x 9" x 0.072" x 0.224" 25'-1" d 23'-7" d 22'-5" d 21'-5" d 20'-7" d 19'-11" d 19'-3" d 18'-9" d 18'-3" d 1T-10" d 17'-5" d 17'-0" d 2"
x 9" x 0.082" x 0.306" 26'-0" d 24'-6" d 23'-3" d 22'-3" d 21'-5" d 20'-8" d 19'-1 V d 19'-5" d 18'-11" d 18'-5" d 18'-0" d 17'-8" d 2"
x 10" x 0.092" x 0.369" 31'-3" di 29'-5" d 27'-11" d 26'-9" d 25'-9" di 24'-10" d 24'-1" d 23'-4" di 22'-9" d 22'-2" di 21'-8" d 21'-3" d Double
Self -Mating Beams Tributarytoad
Width 2'-
6" 1 3'-0" T-6" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-0" 1 6'-0" 1 6'-6" T-0" 7'-6" 8'-0" Allowable
Span 'L' / bending 'b' or deflection 'd' 2"
x 8"x 0.072" x 0.224" 28'-10" d 27'-1" d 25'-9" d 24'-8" A 23'-8" d 22'-10" d 22'-2" d 1 21'-6" d 20'-11" d 20'-5" d 19'-11" d 19'-7" d 2"
x 9" x 0.072" x 0.224" 31'-7" d 29'-9" d 28'-3" d' 27'-0" d 25'-11" d 25'-1" d 24'-4" d 23'-7" d 22'-11" d 22'-5" d 21'-11" d 21'-5" d 2"
x 9" x 0.082" x 0.306" 33'-8" d 31'-8" d 30'-1" d 28'-9" d 27'-8" d 26'-8" d 25'-10" d 25'-1" d 24'-5" d 23'-10" d 23'-4" d 22'-10" d 2"
x 10" x 0.092" x 0.369" 39'-5" d 37'-1" d 35'-3" d 33'-8" d 32'-5" d 31'-3" d 30'-4" d 29'-5" d 28'-8" d 2T-11" d 27'-4" -d 26-9" d N
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Note:
1.
It is recommended that the engineer be consulted on any miscellaneous framing beam that spans more than 40' r 2.
Spans are based on 110 M.P.H. wind load plus dead load for framing. D 3.
Span is measured from center of connection to fascia or wall connection. CO) 4.
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 1) beam
spans. 90 5.
Spans may be interpolated. ic
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IN
SECTION 7
ALTERNATE CONNECTION:
3) #8 SCREWS PER PAN WITH
1" MINIMUM EMBEDMENT INTO
FASCIA THROUGH PAN BOXED
END
EXISTING TRUSS OR RAFTER
10 x 1-1/2" S.M.S. (2) PER
RAFTER OR TRUSS TAIL
10 x 3/4" S.M.S. @ 12" O.C.
EXISTING FASCIA
FOR MASONRY USE
1/4" x 1-1/4" MASONRY
ANCHOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10 x 1-1/2"
S.M.S. OR WOOD SCREWS @
2" O.C.
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = V-0"
ROOF PANEL TO WALL DETAIL
SCALE: 3" = 1'-0"
SEALANT
HEADER (SEE NOTE BELOW)
ROOF PANEL
8 x 1/2" S.M.S. (3) PER PAN
BOTTOM) AND (1) @ RISER
TOP)
SEALANT
HEADER (SEE NOTE BELOW)
ROOF PANEL
8 x 1/2" S.M.S. (3) PER PAN
BOTTOM) AND (1) @ RISER
TOP)
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG
CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS
SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE
PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE
ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND
THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A
SUBSTITUTE FOR #8 x 1/2" S.M.S.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 7674774
FAX (386) 767-6556
PAGE
COPYRIGHT 2003
7.2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
7SECTION 7 SOLID ROOF PANEL PRODUCTS
Table 7.1.3 Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-14 or H-25
3" x 12" x 0.024" 2 or 5 Rib Riser Panels Glass Rooms
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Partially Enclosed Enclosed Overhang/
Cantilever
All
Roofs
1&2
span
3
span
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 14'-11" 18'-6" 18'-10" 14'-1" 1T-11" 18'-3" 10--7" 13'-7" 13'-11" 11'-6" 14'-8" 14'-11" 4'-0"
110 MPH 14'-6" 18'-6" 18'-10" 13'-1" 16'-2" 16'-5" 9'-11" 12'-8" 12'-11" 10'-9" 13'-.10" 14'-1" 4'-0"
120 MPH 13'-8" 1T-11" 18'-3" 12'-6" 15'-6" 15-9" 9'-5" 11'-8" 1l'-10" 10'-2" 12'-11" 13'-3" 3'-10"
123 MPH 13'-6" 17'-5" 1T-9" 12'-4" 15'-3" 15-6" 9'4" 11'-5" 11'-8" 9'-11" 12'-9" 12'-11" 3'-9"
130 MPH 13'-1" 16'-2" 16'-5" 1 V-6" 14'-8" 14'-11" 8'-11" 11'-0" 11'-3" 9'-8" 12'-3" 12'-6" 3'-8"
140 MPH 10'-4" 12'-10" 13'-1" 10'-4" 12'-10" 13'-1" 8'-6" 10'-6" 10'-9" 9'-2" 11'-4" 11'-7". 3'-6"
150 MPH 10'-4" 12'-10" 13'-1" 10'4" 12'-10" 13'-1" 8'-2" 10'-1" 10'-3" 8'-9" 10'-10" 11'-0" 3'-4"
3" x 12" x 0.030" 2 or 5 Rib Riser Panels Glass Rooms
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Partially Enclosed Enclosed Overhang /
Cantilever
All
Roofs
1&2
span
3
span
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 16-2" 19'-11" 20'-4" 15'-2" 19'-4" 19'-8" 11'-5" 14'-8" 14'-11" 12'-10" 15'-10" 16'-2" 4'-0"
110 MPH 15'-8" 19'-11" 20'-4" 14'-1" 18'-3" 18'-8" 10'-9" 13'-8" 13'-11" 11'-7" 14'-11" 15-2" 4'-0"
120 MPH 14'-9" 19'-4" 19'-8" 13'-6" 17'-5" 17'-9" 10'-2" 12'-11" 13'-2" 10'-11" 13'-11" 14'-3" 4'-0"
123 MPH 14'-7"' 18'-10" 19'-2" 13'-3" 16'-5" 17'-5" 9'-11" 12'-8" 12'-11" 10'-9" 13'-9" 14'-0" 4'-0"
130 MPH 14'-1" 17'-10" 18'-2" 12'-10" 15'-10" 16'-2" 9'-8" 12'-3" 12'-6" 10'-5" 13'-3" 13'-6" 3'-11"
140 MPH 11'-2" 13'-10" 14'-1" 11'-2" 13',10" 14'-1" 9'-2" 11'-4" 11'-7" 9'-11" 12'-8" 12'-11" 3'-9"
150 MPH 11'-2" 13'-10" 14'-1" 11'-2" 13'-10" 14'-1" 8'-9" 10'-10" 11'-1" 9'-5" 11'-8" 12' 4" 1 3'-7"
3" x 12" x n_asn" 2 or 5 Rib Riser Panels I Glass Rooms
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Partially Enclosed Enclosed Overhang /
Cantilever
All.
Roofs
1&2
span
3
span
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 18'-10" 23'-4" 23'-9" 18'-3" 22'-7" 23'-0" 13'-11" 17'-8" 18'-0" 14'-11" 19'-2" 19'-7" 4'-0"
110 MPH 18'-10" 23'-4" 23'-9" 16'-6" 21'-4" 21'4" 12'-11" 15'-11" 16'4" 14'-1" 1&-2" 18'-7" 4'-0" '
120 MPH 18'-3" 22'-7" 23'-0" 15'-10" 20'-4" 20'-9" 1V-11" 15'-1" 16-4" 13'-3" 16-4" 1T-6" 4'-0"
123 MPH 17'-10" 21'-11" 22'-5" 15'-6" 19'-11" 20'4" 11'-8" 14'-10" 15'-2" 13'-0" 16-1" 16-5" 4'-0"
130 MPH 16'-6" 20'-10" 21'-3" 14'-11" 19'-2" 19'-7" 11'-3" 14'-4" 14'-7" , 12'-7" 15'-6" 15-10" 4'-0"
140 MPH 13'-1" 16'-2" 16'-6" 13'-1" 16-2" 16-6" 10'-9" 13'-8" 13'-11" 11'-7" 14'-10" 15'-l" 4'-0"
150 MPH 13'-1" 16-2" 16'-6" 13'-1" 16'-2" 16'-6" 10'-3" 13'-1" 13'-4" 11'-0" 14'-1" 14'-5" 4'-0"
Note: Total roof panel width = room width + wall width + overhang.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER -DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH.DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
COPYRIGHT 2003
7_22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.