HomeMy WebLinkAbout115 London Fog Way 04-151 additionG-02--2033 10 : 30411 P.&
Permit #; ` `
1
Job Address; 11.5
Description of Work:
Historic District_ _
CITY. Of SANFORD VKHMIT APPL(CATION
Date:
Permit 'Type: Building Electrical Mechanical P!-a bityg Fire Sprinkler/Alarm Pool.
Electrical New Scrvicc — # of IPS AdditiotVAlleration Change of Scrvice ___ Temporary Polc
Mechanical: Rcsidcatial Non-Resideential _ Replacement __ New (Duct Layout & Encrgy Calc. RegtliMd)
Plumbing;/ Ncw Commercial: # of Fixtures tf of Water & Sewer Lines # of Gas Lincs
i
C Qstfi,n tom--`
Plumbing/New Residential: # of Water Closets Plumbing Repair — Re,si,dc nntialloor Commercial
Occupancy'l'ype: Rcsidcntial Commercial Industrial Total Square Footage 0—
Construction Tvpe; # of Stories: fit of Dwelling Units _, Flood Zone: (FEMA form required for other than X)
Parcel #: kD - I-1 ,a) - Owners
Name & Address; 1 Contractor
Name Attach
Proof of Ownonbip & Lecal Description) Phone:
State
License Number: _ Pltonc
6t Ffx; %y'' 1 SlSQ 11 YContact Person:- aj a (`t jA fl pAJI fiending
Company: Address:
Mortgage
Lender; Address:
Arch
ite4t/6ngineor•. Phone'. _... Address:
Fax: Application
is hereby made to obtain a permit to do the work and ins'Wlations as indicated. I certify that no work or installation has commenced prior to the issuance
ofit permit and that all work will be performed to meet standards of all laws regtlating construction in this jurisdiction. I vndarstartd that s Separate permit must
be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS,
etc. OWNER'S
AWQ (;1,; 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'1'0 OWNER: YOUR FAILURE; TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVI MENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDBROR AN AT109NFY fIF.
FORF. RFCORDING YOUR NOTICE OF COMMENCEMENT. NO'TiCF..:
to addition to the requirement+ of this permit, there may be additional restrictions applicable to this property that may be fount! in the public records o,' this county,
and there may be additional permits required from other governmental entities such us water maaAgement districts, stark agencies, or federal agencies. Acceptance of
rmit is verification t a I will n ify the ownci o the roperty ul'thc TequtrCTCnt' of Florida ' a w FS 713. ) x Si
natureo(
OwncUAgcn Date Si t u Contractor! ut Date Print ner/
Agent's Namc print Cent rAgent's Name Signature of
Nora fate ofFlo d Date Signature. of Notary -Su c f florid: Date W Becky
Rogers sr Becky Rogers Uwncr'agent ;
s _"' i'ersrmal]y Known r - NN Commission DD180 3O7trsctor/Agcnr is Personally K::ownc or MY Commission DDIS0133 Produced its
A*oF Tres February 14, 2007 Produced iD...--. a tiPryorwExpiresFebruary 14, 2007 VPUCA I'
lON APPRO'fiU B'; tllJ ml1 I d ;::n,n,:
ileitint & Wtc)
ti F1'
Gin: t p!I;t itiUa3: Utilities: Ff);
Initial & Date) (
Initial & Datc) (Initial & Date)
Seminole CountN Property- Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL C
m
END CT
Haro r Fl. 32"1
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 33-19-30-513-0000- Tax District: S1-SANFORD0410
Number of Buildings: 1
Depreciated Bldg Value: $83,300
Owner:
TALEY AARON B & Exemptions: 00
D EBORAH W HOMESTEAD De reciated EXFT Value: $0P
Address: 115 LONDON FOG WAY Land Value (Market): $21,500
City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0
Property Address: 115 LONDON FOG WAY SANFORD 32771 Just/Market Value: $104,800
Subdivision Name: MAYFAIR OAKS Assessed Value (SOH): $95,210
Dor: 01-SINGLE FAMILY Exempt Value: $25,000
Taxable Value: $70.210
SALES
2003 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $1,418
WARRANTY DEED 07/1998 03479 0805 $106,600 Improved
2003 Taxable Value: $67,979
Find Comparable Sales within this Subdivision
LAND
Land Assess Land Unit Land LEGAL DESCRIPTION PLAT
Frontae De
Method gpth Units Price Value LOT 41 MAYFAIR OAKS PB 50 PGS 38 THRU 41
LOT 0 0 1.000 21,500.00 $21,500
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1998 7 1,840 1,377 CB/STUCCO FINISH $83.300 $85,876
Appendage / Sgft OPEN PORCH FINISHED / 40
Appendage / Sgft GARAGE FINISHED / 423
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes.
If you recent!y purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
re_web. seminole_county_title?parcel=33193051300000410&cpad=London%20Fog&cpad_min=115&cctr=&ctotal=&cfparce1=310/8/03
POV ER OF ATTORNEY
DATE:
I hereby name and appoint of
Affordable Screen & Patio Inc to be my lawful Attorney -In -Fact to act for me
and apply to the Building Department Cora
permit for yor to be performed at.a location described as:
Parcel ID 7 9 p—j13- jOOB. 0 Ib Lot 4l Block
Su-bdivision: 1 11('0 11,F n 1 f— I` ' /-A UJ C
Addres. f .Job'
7DdD oar% 1n 'FI. 3a7 7 ) Owner
of Property & . dress and
to si,-n mv name and do all thini7s necessary to this appointment Typ
and pri me of Cert' d Contractor ianature
of Certit- Contractor The
fore=oin,J instrument was acknowled led before me thi,,0 V--03b%- ho
is personall\ kno% Co me.yho produced A)
as identification and %0o did not take an oath. Mate
of Florida Count: of Oran',4e ot:
ry 1i,n:lture — Uatc:rb d Becky
Rogers MY
Commission DD180133 1
Ior tidy Expires February 14, 2007
Is NOTICE OF COMMENCEMENT
STATE OF: Florida
COUNTY OF:
THE UNDERSIGNED hereby gives notice that Improvement vAll be made to 0erlain veal property, and in
accordance with chapter 713, Florida Statutes, the following information is provided in the Notice ofCommencement.
FA
Description of property: (I at de5 iptlon of property and street address if available) tom- 4 t m 0_6 Fv. r ks -Pa b o Pc s :3S -h LLr LI I115Lot)Con Fo Lj r SGw erd
a F1- 36171
general description of Jim ly)vernam.
310 ccwle u a r t n I Q ,6a lj c -ee n Doom
Owner Information:
1 ' a. Name and Address:-bC f 8 `tz>r l
ti5 1-ondo r) Fo -Wcw
b Interest In properl SO_11JQ5f a V1.
C.
3. Conlraclor.
a.
b.
3. Surety.
a
b
C
t3. Lender.
A
b
7
Y
Name and address of fee Simple titleholder (If other than owne ARYANNE MORSkXERKOFCIRCITCOURT
iSEPAI E COU F RIDA
Name and Addrvss: Affordable Screen & Patio, Inc. DEPtW4 tr.ER
P. O. Box 520752
Longwood, Florida .32752 2003
Phone Number
Name and Addrese:
Phone Number
Amount of frond $
Name and Address
Phone Number
407) 332-8106
i 1111111111 It 111II 111111111111111111I11111111111 NI II 1111111
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05055 PG 0532
CLERK'S # .20031824Es4
116WRDED 10/09/PN3 0E:18:13 PM
RECURDINB FEES 6.00
RECORDED BY L McKinley
Persons within the State of Florida designated by Owner upon whom notices or other documents
may be served as provided by Section 713.13 (1) (a) 7, Florlds Statutes:
a. Name and Address:
a. Phone Nurntwr:
8. e. to oodition to himself, Chwier designates of
10 receive a copy of the Lienors Notice as provided In
Section 713.13 (1) (b), Florida Statutes.
b. Phone number of person or entity designated by owner:
9. Expiration date of Notice ut Commencement (the expiration date is one (1) year from the date of
ecording unlelm a different date is "cified)
T
Sw,orr, and suL*(c 10ed before me
this date ofLV > , 20
Signature of Nubli) .—
t lei
Notary's Name & tee[)
guar Becky Rogers
My Cpr„mission DD180133
a ZY Expires February 14, 200T
Ft
Slp . ture- Of Owner
tab's Name)
t?wmers Address)
PrOparod by and retuni to: Affurdahlc tic:rcen &Patio, Inc.
O. Box 520752
Imng"'ood, Florida 32752
k AFFORDABLECREEN & PAT109 INC..
1 .
railing Address:
Physical Address:
P.O. Box 520752
Longwood, FL 32752
407) 332-8106
407) 332-0279 (Fax)
800)442-7441
HOMEOWNERS NAME
ADDRESS
DESCRIPTION OF WORK:
X
CITY
2)7_t;
ry _
PHONE NO,
STATE
Av iCCD. Ec S%•
C Zoc
1 /y-F
AxJ
766 Big Tree Drive
Longwood, FL 32750
Lic. #RX4501785
AS0000126
RX0066866
ZIP
of Type:
Elite] pan
an Beam_
Roof Attached:
Fascia
Wall r--
Height
Charcoa ^Grey
18/ 14,- 20/20
Metal Color:
Bronze - hit
Kickplate ~
Doors i(i
Dome - Gable
rat - Mansard
Wind
Type:
Glass
Vinyl
Acryli
Horizc
Verti<
TERMS:
pylA4 $e, C- A A " C 06t 6 dv-5.,
eo1/C1C 7-e I r 3 G
This proposal is good for thirty (30) days from the date below when signed, th s proposal becomes yourcontract. When work is completed, this document will act as your invoice. Make check(s) payableto: Affordable Screen & Patio, Inc.
The owner agrees to purchase, and the Contractor agrees to provide the labor, materials, and services
described above.
This sales agreement, and those terms and provisions printed upon the reverse side here(f, constitute
the complete agreement between the parties and there are no terms, conditions, or other contingencies
affecting the duties and liabilities of the parties not specifically set forth herein.
NOTICE TO BUYER
Do not sign this agreement in blank, or before you have read it and the items and conditions appearingonthereversesidehereofintheirentirety.
I/We have read the foregoing, accept the terms and conditions set forth therein, and acknowledge
receipt of a true copy here this -Day of r>; . r 200 3
REPRESENTATIV OMEOW ER S APPROVAL
White - Office Copy Yellow - Sales Copy Pink - Customer Copy
BOUNDARY SURVEY FOR/CE,RTIFIED TO: Aaron B. Staley and Deborah W. Staley
Universal Land Title, Inc., Commonwealth Land Title Insurance Company
American Heritage Mortgnge Corporation
DESCRIPTION AS FURNISHED: Lnt 41, MAYFAIR OAKS, as recorded in Plat Book 50, Pages 38 thru 41, Public Records of
Seminole County, Florida. la
La T 40
TP-Ac-r `A."
S.00°O'i 42'E. Sa•oa
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IJ FJczrc.. lit. L= 31.4C0
G= 31• i?
1S 1co'E. = asGam = J.°
C,
a. ,• C= 24. el9
CIOC6=1J 2 i° 543 E
SQCARE FOOTAGE = 8388.06
V p.•{
g/_ INC.- ARUSEi..
y..•
E E -S OTT & ASSOC.,NCLAND SURVEYORS LEGEND—
LEGEND— 5400 E. COLONIAL DR. ORLANDO, FL 32807 (407) 277-3232 FAX. (407) 658-1436 PLAT
R - RADIUS f -
1IElO I / .
MON PIPE l •
ARC LENGTH CENTRALANGLENOTES: 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY I.
a. . mON ROD c - cHoRG THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE PURSUANT L
Y. CONCRETE YONVYENT SET
I.R. M•I.R. wrt8 NSW C
B. CHORD BEARING PD
L. - POINT ON LME TO
SECTION 472-027. FLORIDA STATUTES, AEC. .
RECOVERED TYP . TYPICAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL. THIS SU.1VEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL Poe.
POINT or BEGINNING PRC PCNNTO'REVERSE CUFMOVRE PCC
POINT Of OUPOVNO PURPOSES
ONLY. POC. -
POINT OF COMYENCCMENT N
CENTER LINE C
CVRwTLIAE AAD -
MDIAI 3. THIS SURVEY WAS PREPARED FROM TITLE NFORMAOIO? FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS NlD •
NAIL t DISC N R . MON.RADIAL OR EASEMENTS THAT AFFECT THIS PROPERTY. EESIT. .
EEASIEEUE T GLLC - CALCMTNULATED NT 4.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCA?'FD L14LESS OTHERWISE SHOWM. VTII. -
UTILITY LIT,. _ UTILITY PRY. - PERYANENt REFERENCE MONLKNFNT Fi -
FMISHED FLOOR FLEW 10" S. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT CIF T.tJSL CERTIFIED TO AND SHOULD NOT BE REI.K O UPON BY ANY C.
L.FC.- CHANLINKFENCE BSL BUILDNGSMACK LINE OTHER ENTITY. WRFC wooDFE"
cc Cm CONCRETE
aLocK B u -
BENCHMARK g, DIMENSIONS
SHOWN FOR THE LOCATION OF IMPROVEMEl 1, i Nit: RcJN SHOULD NOT BE USED TO RECOi7STRUCT PC - POINT
orCLWATVRE BOUNDARY LINES. n. POMTOF
TANOEHOT DESC. _ DESCRIPTION
7. BEARINGS ARE BASED ON ASSUMED DATUM AND ON THE UNIi SHOWN AS BASE BEARING (B.B.) fl ELEVATIONS,
IF SHOWN, ARE BASED ON NATIONAL GEODETIC' ERTICAL U UM OF 19N, UNLESS OTHERWSE NOTED. E) (4-
17-95) THIS BUILDINGIPROPERTY
DOES NOT LIE WITHIN THE ESTABLISHED
SPECIAL FLOOD HAZARD AREA I "R , nw, NORTH IONE
I_ ! PANEL F 1 L 0'? 9 4 0040 E CERTIFIED BY:
JAMES W.
SCOTT. R.L.S. No. 4801 SCOTT D.
GRUSENMEYER. R.L.S. No. 5547 SCALE FIELD
DATE
ORDER Na PLOT PLAW
3.12.
96 c,-llS3
R.L.
S. No. I STA1cE. N G 15TAr-e- 1=i v-12310 TOM X.
GRUSENMEYER, R.L.S. No. 4714 F F 4.1 % • q DRAWN BY.
MA CHECKED BY: c 1A.
ce. uu E IFr- S-I-°1$ G- 121P o l=oULlD
0,..>, IFF- S-2l-q`G G- IZ194 I FI,.
InL/El-E.VATl01 INA q•>-9c5 (9- Ib'7(/"j
ELI' V/ C I
Z
i
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2
7-4
JI 771
e/
rNv(,CI
m
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3
IN T E,RICR BEAM TABLES:
SCREEN & VINYL ROOM
3.1.3
GLASS ROOMS:
PARTIALLY ENCLOSED) 3.2.3 HOST STRUCTURE OF.
ENCLOSED) 3.3.4 FOURTH WALL FRANIE
PANS OR PANELS
H is <., i I //
ALUMINUM ROOF SYST=,,1
PER SECTION 7
CARRIER BEA%1 POST
f /•
TYPICAL SLOPED SOLID'ROOF ENCLOSURE
SCALE: N.T.S.
ALUiNIINUiiM rRCCF SYS T EM
PER SECTION 7
RIDGE BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.4
GLASS ROCMS:
PARTIALLY ENCLOSED) 3.2.4
ENCLCSED) 3.3.5
HOST STRUCTURE CR
FOURTH `HALL FRA 1E
USE BEAM TO `rlALL CETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
L`i%vrence E. Bennett, P.E.
SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
F
H'
I
VARIES
LW FOR
MAX. /
UPRIGHT /
HEIGHT (h)
EDGE BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.1, 3.1.2
GLASS ROOMS:
PARTIALLY ENCLOSED) 3.2.1,
3.2.2
ENCLOSED) 3.3.1, 3.3.2, 3.3.3
1"x2"
MIN. 3-1/2" SLAB ON GRADE
OR RAISED FOOTING
FOR FOOTINGS SEE DETAILS
TYPICAL GLASS ROOM WITH SOLID ROOF PAGE 3-23, 24, 25)
TYPICAL FRONT VIEW FRAMING
HEIGHT OF UPRIGHT IS MEASURED FROM
TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
LW' LOAD WIDTH
FOR ROOF BEAM ALTERNATE CONNECTION
P/2' 'P/2' @ FASCIA ALLOWED
SEE SECTION 7 FOR DETAILSSIZEBEAMANDUPRIGHTS '; I )
SEE TABLES) w
O.H.
SOLID ROOF 71
1
NO MAXIMUM
111
ELEVATION SLAB OR GRADE) /
VARIES VARIES
c3 M
Z
L U
w
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
NOTES: J
1.ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C.
AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ 1#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) 48 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: 100-1231 130 1 140 150
8 1#1012 12
TYPICAL SCREEN / GLASS ROOM
SCALE: 3/16" = V-0"
Lawrence E. Bennett, P.E.
C:;VIL ENGINEER - DEVELOP'UEN i CONSUL TAN 1
P J SOX 214,163 SOUTH DAYTONA. FL 7.+21
I FI EPHONE (386) '67 -177.1
F-\.\ ,386) 67-6556
1_2 i .. N 1,, 'N ,)I I:v.A,,. 11l NNt
r----------- - '
SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
EDGE BEAM
1^x2^OPEN BACK ATTACHED
TOFRONT POST NV 10x
1'1/2^S.KJ.S. MAX. 8^ FROM
EACH END -OF POST AND
24^O.C. FRONT
WALL GIRT 1^
x2^OPEN BACK ATTACHED TOFRONT
POST WY Ox 1'
1/2^S- M.S. MAX. 8^ FROM 'EACH
END OFPOST AND 24^
O.C. ALTERNATE CONNECTION.-
mx /'v/
O.m.,z). HROUGHSPLINE GROOVES
3DEWALL HEADER kT.
TACHEDTO1^x2^OPEN
V\CKWVK4X (2)#10x
1'1/2^ iM.S. UDEWALL GIRT
ATTACHED T
x2^OPEN BACK W0MIN. (3)
10x 1'1/2^S.M.
S. IN SCREW DSSES FRONT AND SIDE BOTTOM RAILS
ATTACHED
TO umcRE|E mv
1/4'x2'
1/4^ DNCRETE/MASONRY NCHIORS@G^FROM EACH OSTAND
24^O.
C.MAX. AND
VALLSMIN. 1^FROM EDGE OF ONCRETE TYPICAL &
ALTERNATE CORNER DETAIL Lawrence E. Bennett,
P.
E. FAX
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
COMPOSITE ROOF PANELS:
4 1/4" 4" LAG BOLT
SECTION 3
x S W/ RISER PANELS ATTACHED PE
1-1/4" FENDER WASHERS PER CHAPTER 7
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES I
2" x 2" OR 2" x 3" HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
i
i
POST ATTACHED TO BOTTOM
N/ MIN. (3) #10 x 1-1/2" S.M.S. IN
SCREW BOSSES
TYPICAL UPRIGHT DETAIL
SCALE: 3" = 1'-0"
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2"x2",2"x3"OR3"x2"
HOLLOW (SEE SPAN TABLES) -
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN. (3) #10 x 1/2" S.M.S. IN
SCREW BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
Lawrence E. Bennett, P.E.
C:k11.0EVELOPME.Nrco,v;L,LFAN F r
0 i1OX :' 1-1 16,1 Jt UTH DAY T ONA, FL 321.. 1 T
FI FPHCNF 00,6) 16,' ,' 1 F.
1\ JNttl : 6 ii:i:iil 3-
17
SECTFON 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" = V-0"
2'-0" MIN. 3-1/2" (TYP. (1) 45 BAR CONT,
BEFORE SLOPE ALL SLABS) o
ZL-1 r7
III=1 I I=1 I I-1 11=1 I I-1 I I- III=111=1 I -
I T 8i =1 I I
I I I-
I „
TYPE
FLAT SLOPE / NO FOOTING
NOTES: 0-2" / 12"
TYPE II
MODERATE SLOPE FOOTING
2" / 12" - 1'-10"
4" MIN. (2) #5 BAR CONT.
a
a
I' I
I I I-1 I®
I
111
1
111=III=III ITS
TYPE III
STEEP SLOPE FOOTING
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
PAGE
COPYRIGHT 2003
3_24 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 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
Tributary Load Width 'W' = Purlin Spacing
Sections 3'-0 3'-6" 1 4.44'-8" 1 5'-0" 1 5'-0" 1 6'-0" 1 6'-0" T 7--6-- Allowable
Height 'H' / bending "b' or deflection 'd' 2
x 2 x 0.044 Hollow 9-5 bl 8-9 b 8'-2" b T-8" b 7'-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" bi 9'-6" b 8'-11" b 8'-5" b 7'-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 T-11' b T-8" b T-5" b T-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" b 8'-1" b 2"
x 4" x 0.050" Hollow 16'-3" b 15'-l" b 14'-l" b 13'-3" b 12'-7" b 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" b 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" b 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" In 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" b j 15'-3" bi 14'-4" b 1 13'-7" b 12'-11" b rl,2'-5" b 1 11'-11" b 11'-6" b 11'-1" b For
3 second wind gust at 120.MPH velocity- using iasinn Inari of 13 #/SF Sections
Tributary
Load Width 'W' = Purlin Spacing 3'-
0"' X-6 4'-0" 4'-6" 1 5'4" 1 5'-6" 1 6'-0" 1 6'-6" 7'-0" j 7'-6" Allowable
Height 'H' / bending 'b' or deflection 'd' 2"
x 2" x 0.044" Hollow 8'-8" b 8'-0" b T-6" b T-1" b 6-8" b 6'-5" b 6'-l" b 5-11" b 5-8" bj 5'-6" b 2"
x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b T-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 T-8" b T-4" b T-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'-l" b T-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'-l" b T-9" bl 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 1T-9" b 2"
x 6" x 0.050" S.M.B. 3'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 1 T-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 T-11" b 8'-5" b T-11" b T-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 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6- b 11'-11" b 11'-5" b 10'-11" b 1077- b 10'-3" b rt<.--....:...-
i a•r ni.tr o t••i rarwr•.wr.ra..rezvr.r.rrvra. itr.a Sections
Tributary
Load Width 'W' = Purlin Spacing 3'-
0"' 3' 6" 4'-0" 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 0.04-4" 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 5'-3" bl 5'-l" b 2"
x 2" x 0.055" Hollow 710" b 8'-2" b 7'-7" b T-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'-t3" b 8'-11" b 8'-4" bi T-11" b T-6" b T-2" b 6'-10' b 6'-7" b 6'-4" b 5-1" b 3"
x 2" x 0.070" Hollow 11'-6" b 10'-8" b. 9'-11" b 1 9'-5" b 8'-11" b 8'-6" b 8'-2" b 7'-10" b T-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'-1T b 8'-5" b 8'-2" T-10" b T-7" b 2"
x 4" x 0.050" Hollow 13' 111" b 12--11' b 12'-l" b 11'-4" b 10'-9" b 10'-3" b 9'-10" b 9'-5" 9'-l" 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" lb 13'-3" b 12'-9" b 2"
x 6" x 0.0501, S.M.B. 22'-4" b 20'-8" b 19'- - b 18'-3" b 17'-3" b 16'-6" b 15'-9" b 15`2" 14'-7' b 14'-1" b 2"
x 2" x 0.044" Snap 9'-7"b 8'-11" b 8'-4" b T-10' b T-5" b T-1" b 6'-9" b 6'-6" 6'-3" b 6'-1"b x
3"x 0.045" Snap i 12'"b 11'-5" b 10'-8" b 10'-1" b 9'-6" b 9'-1" b 8'-8" b 8'-4" 8'-1" b T-9" b 2" x
4" x 0.045" Snap I 15'- i" b 13'-11" b 13'-0" b 12'--i- b 11'-8" b I V-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. CAVIL EINGWEE4 -
DEVELOPMENT CONSUL FANT P 0
BOX 214J68. SOUTH DAYTONA. Fl.,J2121 TELEPHONE (386)
761-3:: 1 FAX 1386)
767 6556 1 C,
If') I:IG11 r .V0.1 N :i,'
N t NNE 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.
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
ROOF PANEL TO FASCIA DETAIL
SCALE. 3" = 1'-0"
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR --
OTHER CONSTRUCTION
FOR MASONRY USE
1/4" x 1-1/4" MASONRY
ANCHOR OR EQUAL (a 24" O.C.
FOR WOOD USE #10 x 1-1/2"
S.M.S. OR WOOD SCREWS @
12" O.C.
ROOF. PANEL
EXISTING FASCIA
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
ROOF PANEL
ROOF PANEL TO WALL DETAILf
SCALE: 3" = 1'-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.
CMLENG,'NEE,R DEVELOPVEVTCONS UL`ANT P
O BCX 214368, SOUTH DAYTCNA. FL 32121 TELEPHCNE )
386) ; 67-17; 4 FAA
1386) 76; -6556 I
t
SOLID ROOF PANEL PRODUCTS SECTION 7
Table 7.2.1.. Allowable Spans for 0.024" Elite Composite Panels for Various Loads
Elite Aluminum Corporation
Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density
3" x 48 x 0.024 Panels
Open Structures Screen Rooms
Wind Mono -Sloped
7
Roof Attached Covers
Region 1&2 3 4 1&2Kanspanspanspan
spa100MPH1, 21'--i" 2-37 10" 23'-0" 20'-4110MPHj: 21'-4" 23-10" 23'-0" 18'-3"
120 ,MPH 1 2C'-4" 1 22'-9" 21'-ll 1 T-5"
123 .MPH i 19' 6" j 2;' 10' 21' 1" 15' 11' 8' ; 18' 3"
I 130 ,MPH i- 13'-' 1 20'-2" 19'-5" 15'-'" 6'-3'
1 140 MPH l 2' s^ j 3. C. I 3^
I 150 MPH 2'- 13' 9" I
1 '0 030" P
t 3' 3" J 2'- j 3' 9
Glass Rooms
Partially Enclosed Enclosed
1&2
span
3
span
4
span
1&2
span
3
span
4
span
T-6" 15-l" 14'-7" 15'-l" 17'-9" 16'-3"
1l'-7" 13'-6" 1T-t"• 13'-9" 15-4" 14'-10"
10'-3" I 12'-5" I ll'-6" 12'-6" t 13'-11"
j 10'-5" I 1 `-7" 1'-3" 1 1'-8" 13'-8" 13'-2"
1. C" 110'-1'
0' 31" i 9' 1 T-3" 1'-6"
3' 7.. I T-3" 9'-6" 1 10'-T.
Thanglilever
All
Roofs
T i
3 x 48 x anels Glass'Rooms
j
Ooen Structures Screen Rooms Partially EnclosedT Enclosed CvernangNindMcno-.looed Roof attached Covers I CantileverJlegion1&2 i 3 I d 1&2 1 3 4 11&2 3 42 I 3 I d
span 1 span scan scan j scan, I scan scan scan I span span I span I scan i All
Rccfs
I 1GG MPH 10
MPH 2; - i 21 3' 2G
1P1t I 25 i 1 1_- < O" ' i9" a ' I - sG
HPH i 22' 1 a, 3., I ;t, _ J
136',
KPH 4"
x 18" x 3.024" Panels Mass Rooms Open
Structures J Screen Reems j Partiaily Enclosed Enclosed Cvarhang ; i 1WindMcnoSlocedRcofIa;tac`^?, 'Covers i I Cantiieter j i .Ragicn 132 3 I 4 I
1&2 1 3 4 132 I 3 i 4 1&2 i 3 4 1 A;1 I
span span span I spanscan I scan span j span I span span span span IR c's 1
10 MMPH 2'-_ .-3 22 123 '.
irH G
HPH j I 1' j u
MPH; o" id 14'-7" 13' 6" C -o" j 0' 2" i 12. i„ 4"
c 48" x 0.030" Panels iOpen
Structures I Screen Rooms I Partially Encicsed JV
y Enclosed
i Vernang WindMono-Slooed Rcof & Attached Covers J I Cantilever i Region
13 3 I 4 1&2 3 4 &2 3 4 I1&2 I 3 4 A11 J IIscanscar. scan span scankcan scar. scan scan span scan scan Rccrs 100
1PH I '' -9" 130'-t . 29'-1 1' 26' 5^ o- -c' 8'3 " I 20 _J" 19 '-9" 2C,_8.. 23'-1 ^ I 110:
MPH1 _--9" 130'-1 . 29'-1 24'-1" 2" J 26'-3" J J 18'_6., 0 .
MPH _ 5" 1 'o o" I '8' ' r 5' 1 6' 1" j 15 "' i 1 ;' 0 19'_7'4`5,
5" 3MPH15G5,5.27,"5
ft1'-11" 4'_;" 2T-9 4' t" 15'-9" 15' " t5'-10" 1 19'-0y,.0
MPH 23' " 26'-2" 25' s" 20'-8" 23'-1" 22' i" 3'-1" 14'-1 ; 14'-5" 15'-0" 17'-11" 16'-3" 4' 0" MPH '
S' -1" 1T-1 1T-3 2'-5" 13'-10" 13'-5" 14'-0" 15'-8" 1140 150
MPH 15'-11" 17'-11" 1T-3" 15'-11" IT-11- 17'-3" 11'-2" 12'-11" 1'1' 6" 13'-1" 1X-7" 1.1' ti
Elite
Aluminum Corporation r.,
ihtl ry.:uC:S 1801 N W 6-4th Street Ft.
Lauderd:)lo, FL 33309 TO (
954)491-3700 Fax (05114!?'-1d33 Lawrence
E. Bennett, P.E. AiL-
NGINEE OEb'ELORVENr CONSLTr.LVr JX
214368. SCI;TII DAYTON'A. Fl J2 12, t r[
l f 11(INF 1336) '67-4; S4 FAX (
386) 767-ssc NNE
I'
A";i 7-
27
DRIVE NAIL
FASTENERS
CONCRETE EXPANSIONSPIKESCREWT-BOLT BOLT
Anl('uno
CONCRETE AND MASONRY ANCHORS
SCALE: N.T.S.
SHEET METAL HEX HEAD MACHINE
SCREWS TEK SCREW LAG SCREW BOLT
OPTIONAL
METAL FASTENERS WASHER
SCALE: N.T.S
SECTION 9
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.
C;VIL ENGINEER - DEVELOPMENT CONSUL TA,V T
P 0 BOX 21.1363. SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
F;VX (386) 167-6556
Coi f,Ik:1II "oo,l
R'!(I1 N I'! I,`N i`I I .A%%l;I N, I k III NNI I': 9-1
PLANS REVIEWED
CITY OF SANFORD