HomeMy WebLinkAbout113 Dresdan Ct (2)Job Address:
CITY OF SANFORD PERMIT APPLICATION —
I rl n _ _ _ \ n . ' ,
Date: J
Description of Work: "j
Historic District: ' Zoning: Value of Work: S M A g ob
Permit Type: Building _Vf'
o"
Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacernent 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
Owners Name &
p('+slPhone: 4 D % ..'()e'- A,_
Contractor Name & Address: s LClII t• S rr fl ra n f' gA h) S h -- _
State License Number:to
Phone & Fax: 14 - Contact Person: 1 P rrkX1 PJ'EX4 Phone:3 3.) -% 1 _
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Phone:
Fax:
t
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, 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 regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT.
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 ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptant+ o it is verification at 11 notify the owner of the properttyGof the require ents of Flo Lien Law, FS 713,
1
ofSignatureofOwner/Agent Date Srgn lure of Contractor/A t Date
l rry`2 o
PnppntOwer/Agent's Name Print C ntractor/Agent's Na 61
lbnoy
Signature of Notary to of Flo Date Signature of No tale of FI d
j faalort oo, " '"
hrOwner/Agent is Personally Knoyy QQ to M tractor/Agent is _ P ovally n to Me orProducedIDI/+2t CQJ1
E tr F
rY 14, Zpp7 Produced ID
APPLICATION APPROVED BY: Bldg: IL Zoning: Utilities:
initial"& Date) (Initial & Date)
Special Conditions:
f 51
Initial & Date)
CO3
FD:
Initial & Date)
PONVER OF ATTORNEY
DATE: /J 0
I hereby name and appoint Da , p A of
Affordable Screen & Patio, Inc. to be my lawful Attorney -In -Fact to act for me
and apply -to theme` Building Department for a
permit for %vork to be performed at a location described as:
McuA:.f, MeCLA01,nc,.
address of .Job)
QQcJ Loup_ Wry A 11; I-C (' n rs rF- 1, `77 )
Owner of Property & Address)
and to sign my name and do all things necessary to this appointment
pe and print name of Cert e Contractor
Signature of Ceyfied Contractor
The foregoing instrument Nvas acknoNvIedued before me this
personal v wn tome. who produced 0
41 as id;.ntitication and who did not take an oath. State
of Florida r
County
of Oranue NotarN.
Si -nature Date: fo
eeft Ropers My
COMM W DDI OM33 Sea
1) pia ww fires February 14. 2DDT
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL
i •.-
1 r '=
r I Back y
e
W" Ifni K.. Nir,1 St_
Sanford Ft. 32'71
t
sta ^-ties-, s ti
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 33-19-30-509-0000-2020 Tax District: Si- SANFORD
Number of Buildings: 1
Depreciated Bldg Value: $47,968
Owner: LOUNSBERRY W Exemptions:
CLELABEL
Depreciated EXFT Value: $0
Address: 113 DRESDAN CT Land Value (Market): $11.600
City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0
Property Address: 113 DRESDAN CT SANFORD 32771 Just/Market Value: $59,568
Subdivision Name: MAYFAIR MEADOWS PH 2 Assessed Value (SOH): $59.568
Dor: 01-SINGLE FAMILY Exempt Value: $0
Taxable Value: $59.568
SALES 2003 VALUE SUMMARY
Deed Date Book Page Amount Vaclimp 2003 Tax Bill Amount: $567
WARRANTY DEED 10/2003 05083 1429 $84,000 Improved 2003 Taxable Value: $27,178
WARRANTY DEED 08/1987 01881 1646 $53,400 Improved DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LAND
LEGAL DESCRIPTION PLAT
Land Assess Frontage Depth
Land Unit Land
Method Units Price Value LEG LOT 202 MAYFAIR MEADOWS PH 2 PB 32
PGS 55 TO 58
LOT 0 0 1.000 11,600.00 $11,600
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1986 6 1,230 1,117 WD/STUCCO FINISH $47,968 $51,303
Appendage / Scift OPEN PORCH FINISHED / 41
Appendage / Scift UTILITY FINISHED / 20
Appendage / Scift OPEN PORCH FINISHED / 52
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.
morROPFRTY APPRAISER ('()\T:1( f
I10't1E PAGE
re web.seminole_county_title?parcel=33193050900002020&cpad=Dresdan&cpad_num=113&cctr—&ctotal=&cfparcel=33193012/29/03
II 1111 it III II lii li lii ii iii ii fl Ill li I 1 III III III 18 Ir U; 1111
I,
Permit Number MHRYHNNE MURSE, CLERK OF CIRCUIT COURT
Parcel Identification Number23-IG •3GOQ SEMINULE CUUNTY HK
U51..,E PIG 114-P Prepared
by: CLERK'S # 200400195F, 11NGi111ULD
01/07/2004 09:33:54 AM T
r e r . RkzLURlt 1 W FEES 6.00 V—
Onyr ao ` 3a-) Rtli!tllkll BY S O'Kelley Returnto: (
1 C, . C f e 1 f; 9D 1 0 f)
Lon)w oed ; FI. 3a-7Sa NOTICE
OF COMMENCEMENT State
of C) c CI County
of : ' ,? CtKIItILI)
Copy MARYANNE
MORSE 6LERK
OF CIRCUIT COUiR QGEE
C
T1L FLORIDJi 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 the property, and street address if available) U--
ao -0- "m eor- M eudaw i, w3 r )
c
tsdcan ' Ct-
S SJ *0 J 6 2) Lk','1oc l F I l ri 2.
General deserlptlgn of Improvent(s) ( t ;1kA'
k '% (1 is 1 a 1 fit' ' Lys C Q U) Y\ Lc., l 1 Cl 3. Owner
Inf4atlon Name (-iz'
l a-br-A 1.. out-)Sb-e-['("L Telephone Number g01-36 -303W Address IQ)
fir' e Scicu CAE . Fax Number 80-f-,
I { C)IFd. I F I Interest in Property: 4. Fee
Simple Title Holder (If other than owner shown above,) Name Telephone
Number Address C
rYi Fax Number 5. Contractor
P, G Name. fox
5 0'7t' I Telephone
Number
k-EU -3a" 1000 Address LQeccA ,
F I • 3-'.7 SQ Fax Number LTp7 — 33,,k - 0,'7q 6. Surety (
if any) Name Telephone
Number Address Fax
Number Amount of
bond $ 7. Lender (
if any) Name Telephone
Number Address Fax
Number 8. Persons
within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by §713.13(1)(a)7., Florida Statutes. Name Telephone
Number Address Fax
Number 9. In
addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §
713.13(1)(b), Florida Statutes. Name Telephone
Number Address Fax
Number 10. Expiration
date of notice of commencement (the expiration date is one year from the date of recording unless a
different date is specified): f Zo
Y, e -Z a Date Signed
Signature of Owner ote: per §713.13(1 ), "owner must sign ...
and no one 7 e
may b permjtted to s' n In his or
her stead." 6 (3 5,
ry Sworn to
and subscribed before me this day of", - 14C 7 L4 , 20 1 by P IF
7,-1 A' c _ ('ram y i who is
personally known to me OR as identification.
Signature of
Notg (notarial/seal to appear below) My commission
DD180133 d ExpiresFebrua,y 14 2007 Form Revised:
12100 for 19, to 20_
Y
Legal Description:L_07-• 202 l r Yicr l f —C =
i
Recorded in Plat Book 32 Pages SS- . of the Public Records of County, Florida
CO
0
IT
SURVEYOR'S CERTIFICATION
Thls Is to certify that I have consulted the
Federal Insurance Administration flood
hazard boundary map and found that the PLANS REVIEWED
building site on the above described pro-
perty is not located in a special flood
hazard area.
I hereby certify that the survey represented on this map was made under my direction on the date shown based on the
information furnished to me as noted and conforms to the MINIMUM TECHNICAL STANDARDS FOR LAND
SURVEYING IN THE STATE OF FLORIDA In accordance with CH. 21 HH•6, Florida Administrative Code and that there is
no evidence on the ground of use of the property which might suggest a possible claim of easement other than those
shown on the survey.
The Surveyor has not abstracted the lands shown hereon for easements and/or rights of way of record.
No underground installations or improvements have been located except as noted.
r oul c Al Y GLjpV YI Date: Au . 07 c'D87
Certified to
The 3abcock Company
Job No.: I Scale:
5S D70- 2 l .. ` 20
LEGEND
Iron Rod 4+1_r-,-2106
o = Iron Pipe
0 = Conc. Monument
o = Nail & Disc.
x = Cross Cut
Revised: RY B. KR
REGISTERED LA,06SURVEYdA NO. DNS
12
C /
Z
I
jab'
Lo rvs cs r
SCREEN. ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3 i
INTERICR TABLES
SCREEN &'v:!,'fL ROOMS.
3.1.3
GLASS ROOMS.
PARTIALLY ENCLOSED) 3.2.3 HOST STRUCTURE OF.
ENCLOSED) 3.3.4
I
FOURTH WALL FRAME
I
PANS OR PANELS
H V - i A ALUMINUM ROOF \ YS- j
PER SECTION 7
CARRIER BEAI,1 PCS T
01
SCALE. N.T.S.
r!-..VINL,iM RCCF SYS
PER SECTION 7 HOST STRUCTURE CR
FOURTH WALL FRA.'.1E
RIDGE BEA.,1 TABLES:
SCREEN & VINYL RCCMS: USE BEAM TO WAL_ CET AIL
3.1.4
GLASS ROCMS:
PARTIALLY E.JCLCSED) 3.2.4
ENCL2SEC13.3.5
H f
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
L,-iwrence E. Bennett, P.E.
SECTION 3 1 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
I,
LW` FOR
MAX.
HH• / UPRIGHT /
HEIGHT (h)
VARIES d
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" x 2"'
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'
BEAM AND UPRIGHTS
SEE TABLES) —
O.H.
SOLID ROOF /
NO MAXIMUM
ELEVATION SLAB OR GRADE) /
VARIES VARIES
ALTERNATE CONNECTION
@ FASCIA ALLOWED
SEE SECTION 7 FOR DETAILS)
w
O
Z
U
w
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
NOTES: '
P' VARIES — —r
1.,ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CCNCRETE FASTENER MAX. OF 2'-0" O.C.
AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/
WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN
INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF
CONNECTION.
2.SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 - O.H.
3.SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL
BEAMS FROM TABLE 3.1.5 USING P/2
4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION: 100 -123 130 140 150
8 1 #10 1 #"2 1 #12
TYPICAL SCREEN I GLASS ROOM
SCALE: 3/16" = l'-0"
Lawrence E. Bennett, P.E.
CML E4,3.,4EER - OEVELCPVE.4f CONSLL AN'
P J Bi`\ : 14369 SOUTH _'At'TCNA. =L K • '
TE. FPliCNE PH) ; 6, 47-4
A\ ,386) ; 67-6556
SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
EDGE BEAM
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
10 x 1-1/2" S.M.S. MAX. 6"
FROM EACH END'OF POST
AND 24" O.C.
FRONT WALL GIRT
1" x 2" OPEN BACK ATTACHED
TO FRONT PCST W/
10 x 1-1/2" S.M.S. MAX. 6"
FROM EACH END OF POST
AND 24" O.C. 1"
MIN.
ALTERNATE CONNECTION:
2) #10 x 1-1/2" S.M.S.
HROUGH SPLINE GROOVES
IDE WALL HEADER
ATTACHED TO 1" x 2" OPEN
TACK W/ MIN. (2) #10 x 1-1/2"
I.M.S.
SIDE WALL GIRT ATTACHED 1
J
1" x 2" OPEN BACK W/ MIN. (3)
I #10 x 1-1/2" S.M.S. IN SCREW
f I BOSSES
e I
I I
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
ONCRETE W/ 1/4" x 2-1/4"
ONCRETE/MASONRY
kNCHORS @ 6" FROM EACH
CST AND 24" O.C. MAX. AND
VALLS MIN. 1" FROM EDGE CF
ONCRETE
TYPICAL & ALTERNATE CORNER DETAIL
SCALE: 3" _ -0"
Lawrence E. Bennett, P.E.
iCNA, FL
A Sn u: tiSta;
3-16 ..
n
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
COMPOSITE ROOF PANELS:
4) 1/4" x 4" LAG BOLTS W/
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES
2" x 2" OR 2" x 3" HOLLOW
GR- AND KICK PLATE 2" x 2"
HOLLOW RAIL
b ;
DOST Aiii ACHED TO BOTTOM
MIN. (3) #10 x 1-1/2" S.M.S. IN
SCREW BOSSES
SCALE: 3" = l'-0"
SECTION 3
RISER PANELS ATTACHED PER
CHAPTER
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2" x 2", 2" x 3" OR 3" x 2"
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN. (3) #10 x 1/2" S.M.S. IN
SCREW BOSSES
1" x 2" OPEN BACK BOTTOh1
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
Lawrence E. Bennett, P.E.
a '( rVt 7•vr.:,:Ctt i, J/'.VEN 1',;:).v;:.L .',v:r!
10\ .' i.t.tid. Sk'(UTH DAYTONA ri 321. "
1 FL t "HONI- IJeti1 lti;
3-17
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3
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 gust at 110 MPH velocity; using design load of 11 #/SF
Sections
Tributary Load Width 'W' = Purlin Spacing
3'-0"' 3'-0" 4'-0{' 1 4'-6" 1 5'-0" 1 5'-0" 1 6'-0" 6'-6" 77- 7' 6"
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 9'-5" b 8'-9" bj 8'-2" b T-8" b T-4' b 6'-11" b 6-8" bI 6'-5" b 6'-2" b 5-11" b
2" x 2" x 0.055" Hollow 10'-3" b 9'-6" bI 8'-11" b 8'-5" b T-11' b T-7" 'd 7'-3" bi 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 T-11" b 7'-8" b T-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% 9'-5' b T-11" b 8'-8" b 8'-4" b 8'-1' b
2" x 4" x 0.050" Hollow 16'-3" b 15'-1". b 14'.1" b 13'-3' 12'-0" b 11'-6" b 11'70' 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" 18'-3" b 17'-5" b 16'-8" b, 16'-0" b 15'-5" b 14'-11" b
2" x 6" x 0.050'. S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-.5" bi 17'-9' b 17'-1" b 16'-6" b
2" x 2" x 0.044" Snap 11'-3' b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3' b T-11" b T-7" b T-4" b T-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 T-1" b
2" x 4" x 0.045" Snap 1T-7" .b 16'-3" b 15'-3" b 14'-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 velocity; using design load of 13 #/SF
Sections
Tributary Load Width 'W' = Purlin Spacing
3'-0' 3' 6" 4'-0" 1 4'-0" 1 5'-0" 1 5'-6" 6'-0" 6'-6" 7'-0-
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" bj 7'-1' b 6'-8" 01 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 T-9" b T-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 711" b
3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b T-8" b T-4" b T-1" b 6-10" b 6'-7" b
3" x 2" x 0.070" Hollow 12'-1" c 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 15'-4" 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 T-4" b T-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
or 3 second wind aust
16'-2" b
at 13n MPH
14'-11" b
volnrity•
1.4'-0" b
11cinn
13'-2" b
ioni- 1n
12'-6" bI
4 nf,1•.
11'-11" bI
ItICC
11'-5" bi 10'-11" b 1C'-7" b 1 10'-3" b
Sections
VTributary Load Width'W' = Purlin Spacing
X-0 1 3'-0" f 4'-0" 4'-6" 1 5'-0" 1 '-6" 1 6'-0" 1 6'-0" 1 7'-0" 7-6"
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 8'7 b 7'-6" b 6'-11" b 6'-7" b 6'-3" b 5'-11" b 5'-8" b 5-6" b 5'-3" b 5'-1" b
2" x 2" x 0.055" Hollow 8'.10" b 8'-2" b 7-7" b T-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9',
3" x 2" x 0.045" Hollow 9'-8" b 8'-11" b 8'-4- b T-11" b T-6" b T-2" b 6'-10" b 6'-7- b 6'-4" bl 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 T-3" b
2" x 3" x 0.045" Hollow 11'-11' b 11'-1' b 10'-" b 9'-9" b 9'-3" b 8%10" b 8'-5" b 8'-2" b T-10" b T-7" b
2" x 4" x 0.050" 70110w 13'-11" b 12'-11" ol 12'-l" 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 1T-6" b 16'-6" b 15'-8" b 14'-11" b 14'-3" b 13'-9" b 13'-3" b 12.4' b
2" x 6" x 0.050" S.M.B. 22'-" b 20'-8" b 19'-1" b 18'-3" b 17'-3" b 16'-6" b 15'-9" b 15'-2" b 14'-7" b 14'-1" b
Z" x 2" x 0.044" Snap 9'-7" b 8'-11" b 8'-1" b 7'-10" b T-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" In 8'-8" b 8'-4" b 8'-1" b T-9" b
2" x 4" x 0.045" Snap 15'-1" b 1 13'-11" t)l 13'-0" b 1 12'-4" bl 11'-8" b 1 V-1" b 10'-8" b 10'-3" b 9' IC" b 9'-0" b
1. Abeve spans do not include length of Knee brace. Add horizontal distance from upright to center of brace to beam
conrection to the above spans for total beam spans.
2. Spans may be interpolated.
Lawrence E. Bennett, P.E.
CAIL ENGINEER - OEVELOP.VE.vT CONSCL FAN 1'
0 BOY 214:,68. SOUTH DAY-ONA FL 3212• TEI
EPHONE (3861 7 67-t' 4 A, FAA
k386) :6: ;556 C,
T .'00.1i
IAt ';t 3-
39
SECTION 7 SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
10 x 1-1/2" S.M.S. OR WOOD
OD SCREW (2) 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
ANCHOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10 x 1-1/2"
S.M.S. OR WOOD SCREWS @
12" O.C.
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
ROOF PANEL
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = l'-0"
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
o- 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. 1506 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.
L.iwrence E. Bennett, P.E.
vt_ _ R . :Et ELOPVEN r ONSLA -AN F
U6,'l SOUTH D A\TCNA. FL K!_'
86) 6, 655o
r
SECTION 7 SOLID ROOF PANEL PRODUCTS
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: Aluminum Ailoy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density
3" x 48" x 0.024" Roof Panel Glass Rooms
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Mono -Sloped Roof
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 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 13'-6" 15'-l" 14'-7" 15'-1" 17'-9" 16'-3" 4'-0"
110 MPH 21'-4" 23'-10" 23'-0' 8" 20'-11" 20'-2" 11'-7" 13'-6" 13'-1" 13'-9" 15-4- 14'-10" 4'-0"
120 MPH 1 20'-4" 22'-9" 21'-11" I 19'-5" 18'-10" 1 10'-8" 12'-5" 11'-6" 2%6" IT-1 1" 1,T-6" 4%0"
123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 1 18'-11" 1 18'-3" 1 101S" 1 1. V-7" 11'-3" 11'-8" 13'-8" 13'-2"
130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 1 16'-3" 9'-1G" I 10'-11" 10'-7" 1'-1" 12'-11" 42' 6" 1'-0"
140 MPH 12'µt" 13'-9" 13'-3" 12' 4" 13'-9". 13'-3"a' 2" 10'-3" 9'-11" 10'-3" l i' 6" 11'-1" 4'-3"
150 MPH 12'4- 13'-9" IT-3- 12'-4" 13'-9" 1 3'-3" 8'-7" 1 9'-7- 9'-3"i 9'-6" 1.0'-8" 10'-4" T-11- 1
3" x 48" x 0.030" Roof Panel Glass Rooms
Wind
Region
Open Structures
Mono -Sloped Roof I Screen Rooms
Mono -Sloped Roof
Partially Enclosed
1&2
a^an
Enclosed !Overhang /
I Cantilever i
3 4 All I
span soar Roofs
1&2 3
span span
4
span
1&2' 1 3 1 4
scan 1 span span
1&2 3 4
span span scan
100 MPH 2-4'-11" 12' 25'-8" j110MP
li 120
MPH 123'-10" 26'-d" 1 25'-' 10" 1 2'2 - ' 2'- 3" 1123
MPH 22'-1' 125'- I 2c_ 1 2 130 .
MPH 21'-2" i 23'-7" Iv" 20' 1' 3' S.. 3_ I 2. 14•_.;, 14
0 MMPH 14'-5" 16-2" i __ 1 16,_2" 15, 1 +C '.8, Z-8" 14'-2" ! 131.?" i" 150
MPH 1 14'-5" 16-2" 5' 16'-2" 15,-7" 1 1r _ 3" G. 1'.2" 13'-2" 1"' 1 4"
x 48" x 0.024" Roof Panel r— Glass Rcoms Wind
Region
Open
Structures Mono -
Sloped Roof Screen
Rooms Mono -
Sloped Roof Partiaily
Enclosed 1&
2 3 4 span
span span 1
1&2 span
Enclosed
3
4 span
1 span Overhang,']:
ICantileverII .
ail I
Roofs I 1&
2 span
3 !
4 span
I span 1&
2 span
3
span
4
span
100
MPH 23'-5" 26'-2" 25'-3" 22'-1" 24'-11" 21'_"" 4'-3" 16-6" 16-11" 1 17'-5" 19'-6' 18' 10" I 4'-0" 110
MPH 23'-5" 26'-2" 's'-3" 1 0' r" 1 22'-1 1" 22'-2" 13'- " 11'-10" 14'-4" 15' 1" 18'-0" 17'-5" i 4'-0" 120
MPH 2^-3" 24'-1' - 1 ''..}^ 0_ 1 13' 7" 13' 2" 1 ,r_a' 1 5+ 14' j
123 M?H 1 21'-5" 20 )" 5' 1 3' 12'- I ' 3'-5" 1 11'-11' 14'-" 0 4'-i;' 130 .
MPH 19'-9" 22'- 2'' a" 5' I 19' 6" I 8'-'0" I '0'-a' 12'-7" 11'-8" 12'-8' 14'-2" 13'-8" 140
MPH 13'-6" 15'-1" '4'-7, I 13'-6" 45'-1" 14'-7" U'-1" 11'-S' 10'-10" 11'-3" 13'-3" 12'-9" 4'-U" 150
MPH 13'-6" 16-1" 14'-7" 13'-6" 15'-1" 14'-7" 9'-5" 101-6" 10'-2" 10'-5" 12'-4" 11'-4" 4'-0" 4"
Y 4B" Y 0.030" Roof Panel rlaee Rnnmc Wind
Region
Open
Structures Mono -
Sloped Roof Screen
Rooms Mono -
Sloped Roof Partially
Enclosed Enclosed Overhang I' Cantilever
All
Roofs
1&
2 span
3
span
4
span
1&
2 span
3
span
4
span
1&
2 span
3
span
4
span
1&
2 I
span 3
span
4
span
100
MPH 27'-9" 30'-11" 29'-11" 26-5" 29'-6" 28'-7" 18'-3" 20'-5" 19'-9" 20'-8" 23'-1' 22'-4" 4'-0" 110
MPH 27'-9" 30'-11" 29'-11" 24'4" 27'-2" 26'-3" 15'-9" 18'-6" 17'-11" 19'-1" 21'-5" 20'-8" 4'-0" 120
MPH 26-5" 29' 6" 28'-7" 2^-'-8" 25'-4" 24'-5" 14'-5" 16'-l" 15'-7" 17'-6" 19'-7" 18'-1,1" 4'-0" 123
MPH 25'-5" 28'-5" 27'-5" 21'-11- 24'-7" 23'-9" 14'-l" 15'-9" 15'-2" 15'-10" 19'-0- 18'-5" 4'-0" 130
MPH 23'-5" 26'-2" 25'-4" 20'-8" 2T-1" 22'4" 13'-4" 14'-11" 14'-5" 15'-0" 1T-11" 16'-3" 4'-0" 140
MPH 15'-11" 17'-11" 17'-3" 15'-11- 17'-11" 17'-3" 12'-5" 13'-10" 13'-5" 14'-0" 15'-8" 15'-2" 4'-0" 150
MPH 15'-11" 17'-11" 17'-3" 15'-11" 17'-11" 17'-3" 11'-2" 12'-11" 12'-6" 13'-1" 14'-7" 14%1" 4'-0" Note:
I otal rooT panel wiain = room Wiatn + wall widtn + overhang. Lawrence
E. Bennett, P.E. CIVIL
ENGINEER - DEVELOPMENT CONSULTANT 9 T A U C TA L L• P
0 BOX 214368• SOUTH DAYTONA, FL 32121 ruin iNo eye-r arAn TELEPHONE
i386) 7674774 350 BURBANK. OLDSMAR. FL 34677-4906 FAX (386) 767.
6556 LOCAL (813) 855-2627 NATIONWIDE 1-800-
969-3706 FAX (813) 854-
2802 P AL.E
i'.OP1•RIGHT
2003 J -42 Nl'
I TO L11' RHIROPL.M. D IN WHOLE OR A V, i Hi VVRIITI N !" PNIISZ;10N 01 L AWRFNC'F E 13E.NNL1-T• P F
FASTENERS SECTION 9
CONCRETE EXPANSIONDRIVENAILSPIKESCREWT-BOLT
BOLT
A nlrunD
CONCRETE AND MASONRY ANCHORS
SCALE. N.T.S.
HEX HEAD MACHINEtwoTEKSCREWLAGSCREWBOLT
7
W/NECPRENE
WASHER
LW
OPTIONAL
METAL FASTENERS WASHER
SCALE. N.T.S
NOTES:
ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR
EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE
APPROVED BY THE BUILDING OFFICIAL
Lawrence E. Bennett, P.E.
CA!L ENGINEER - DEVELOP61ENr CONSbl- r.1Nr
P J BOX -1•3J6d. SOUTH DAYTONA. FL 321,! TELF11HONE ;
786) 767.4174 F,
VX I386) /67-6556 9-
1
SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
1/4" x 6" RAWL TAPPER
THROUGH 1" x 2" AND ROW
LOCK INTO FIRST COURSE OF
BRICKS
ALTERNATE CONNECTION OF
SCREENED ENCLOSURE FOR
BRICK OR OTHER NON-
STRUCTURAL KNEE WALL
1" WIDE x 0.063" THICK STRAP
@ EACH POST FROM POST TO
FOOTING W/ (2) #10 x 3/4"
S.M.S. STRAP TO POST AND
1) 1/4" x 1-3/4" TAPCON TO
SLAB OR FOOTING
ALUMINUM FRAME SCREEN
WALL
ROW LOCK
BRICK KNEEWALL TYPE S
MORTAR REQUIRED FOR
LOAD BEARING BRICK WALL
4" (NOMINAL) PATIO
CONCRETE SLAB W/ 6 x 6 -
10 x 10 WELDED WIRE MESH
OR FIBER MESH CONCRETE
1) #5 0 BARS W/ 3" COVER
TYPICAL)
BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS
SCALE: 3/4" = 1'-0"
4" MIN. (2) #5 BAR CONT.
2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT.L 4
BEFORE SLOPE ALL SLABS) <
g _
C /° n,CNI
47
II __=111=11
11I I I=1 I • 0a =1j ,
III=11I-11I-III-11I-III-III=III=I -
1 -- I I I- = I = — — =11'
11- III III 12 I
s" -4
TYPE I TYPE II TYPE III
FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
NOTES: 0-2" / 12" 2" / 12" - 1'-10" > 1'-10"
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF.
BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL
TEST OR A SOIL TESTING LAB.
2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO
PLACEMENT OF CONCRETE.
3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM
THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A
MINIMUM OF 3-1/2" (4" NOMINAL) THICK.
4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING
SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS.
SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL)
6. IF A CARRIER BEAM OR FOURTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM.
SLAB -FOOTING DETAILS
SCALE: 3/4" = V-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
IPAGE3-24 I O
NOTTOBIEREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.