HomeMy WebLinkAbout149 Wildwood Dr 04-312 Concrete slab, screen roomr—
f
X ap
Permit #*:
11
0 L, 5 I
r
Job Address: ) 1 A(t)Qn C
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Date:
C 1 111 kw,
zo-;- •
Permit Type: Building v Electrical Mechanical Plumbing 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: # ;?Commercial
Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for over than X)
Parcel #: III cLU -:St ) -''Uo4 — U(YY"I
Owners Name & Address: JLI_V hQ
Contractor Name & Address:
Phone & FhY'!:
Bonding Cmmnanv:
Address:
Mortgage
Address:
Contact
Attach Proof of Ownership & Legal Description)
Phone: 4U ' /ci
kifi:li..^..T.
InNe
73
Architect/Engineer: Phone:
Address: } OCT 2 8 >? Fax:
Application is hereby made to obtain a perrrtirfe,,. p.the work and installations as indicated. I;certitjNttiat no work or installation has commenced prior to the
issuance of a permit and that all work will.6e pecfoi7ried
NF
ulating acNj;action in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICALiWOkK. PL S[ S,S, O LS, FURNACES, BOILERS, HEATERS, TANKS, and
F _ __. ..
X
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all,dfYi t2'fofegoing information is accurate and that all work. -will be done in compliance with all applicably, law.-, 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 ',gk-ncies.
Acceptance of permit is verification that I will notify the owner of the roperty of the requiremeXo.JndaL* aw, FS 713.
la/a y a a y/6 3
Signature of OwneriAgent Date Signature of Contractor/Age t Date
Print Ow r/Agent's Name Print C tractor/.A ent's N e
Signature of Notary ate of Flo d Date Signature of No ry State of or da Date
Owner/Agent is Personalh Known ttoe le or
Produced ID 1 V-n I WLSV_
Contractor/Agent is
Produced ID
APPLICATION APPROVED BY: Bldc: C E `"o — 0 Loning:
Initial & Date) (Initial & Date)
Special Condition,:
P or
Utilities: FD.
Initial & Date) (Initial & Date)
ey N Becky Rogers
y. r
k' Becky Ropers
My Commission D0180133 a My Commisskm DD180133
z: lipwokExpiresFebruary14, 2007 Gc s +° expires February 14, 2007
POD 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
f
permit for %york to be performed at a location described as:
Parcel ID 7- Q-' d_ D_ (DQa Lot Block
Subdi,ision: t1 --
address of Job)
sUZO.Ine_ c7
Owner of Property & .-Address)
and to sign my name and do all thin__=s necessary to this appointment
and pry name of Cert€'ra I Contractor
Sianatu-r'-of-Cert r i Contractor
The foreuoin`? instrument vas ackno yled-ed efore me this v b,
cLAn Qo i nal l wn to me. % ho produced
V as identification and «ho did not take an oath.
State of Florida County of Orange
Uatc:o utar,Si naturt Becky
Rogers my
Commission Domoi33 of
ne Expires February 14, 2007
r OU,-E UF COMMENCEMEN'1
STATE OF: Florida -,
COUNTY OF: Zolun(g-Lf
THE UNDERSIGNED herby Wives notice that Irnpnovenlent wlll be made to Certain real properly, and in
tic cordance with Chapter 713, Florida Statutes, the following information Is provided in the Notice ofCommencement.
Descrip tion of p%pe (INRI desc riptlen of property and stream Address if available) aJ CGS `7, 8i4GOt1dwco& d7 rp a.,-, ,,, F I. 3.'7'7,32. General description of irnprhvernent:
xaor C S0A I al ,, c tZ)` x DD su-ct , err;
3 Owner Information-'
e Name and Address: Suz.c.nne jacLr-net.
I. k'ci L01 1du.3o,4 Dr.
D Interest in properly. San orc i V1, ''3.'t;77.3
c.
3. Contrtic or.
A
b.
3. Surety:
a
b
Name and Address of fee slrnl}le titleholder (if othrtr than owner):
ck -P mtir,mr- -rm m3:
1 C=
M rsnn,
qua sW03
in 5
m at, r4 M P" •
0 "- rn
w
K- 39 e
eD "- -P e
u7 '" Ph ca
c,
s G1 - W
2 Wrts
u pli C.
Amount of bond _ MARYANNE MORSE tiLERK
of CIRCUIT COURTt, a. Lender SEMI LE Vntl , 0 A p.
Name and Address ; b.
Phoncr Nurntmr EP'urY TF K OCT
2 8 200 7
Persons wtthin the State of Floridq designated by Ciwflvr upon wham notices or other documents maybeservedaspt-ovidod by Section 713.13 (1) (a) 7, Florltia Sta'tutai -- a.
Name and AddrerR. Narne
and Add r ,Affordable Screen & Patio, Inc P.
O, Box 520752 11,
01119Wood, Florida .32752 Phone
Number, Name
and Address: Phone
Number; a.
Phone Nurrtkmr. 407)
332-8106 A.
Irt addition to himself, CW,r rde1jrpn8tes of to
receive a copy of the LiencWs Not_ice as provided In Section113.13 (1) (b), Fiorkie Statutes. b
Phone 'lu lrbcrr of person or entity ctctsignated by owner: 9.
FKpirMion date of I'dotice art Cornmencemern (the oxplratlon date is one (1) year from tho date of ecordlNunioomadifferentdateisspecified) Sworr,
and subscribed before me i
t r! 7
dWe ofC,0or , 20 3 5
nature of otary P lic) Notary'
s Name i±r SeAI) raY
Becky Rogers My
Commission DD180133 cr,
diP Expires February14, 2007 SI In
tore cTf Owner) Owner's
Name) 1 110OM6,
0 JPrepsrrni
by
and Mum to: Affordable Screen & Patio, Inc. P. 0.
Box 520752 L.ongivood,
1 loricla 32752
Seminole County Property Appraiser Get Information by Parcel Number Page I of I
PARCEL DETAIL
r Y
t 101i ti. Mira€ .rir,
M 32771
r F R
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id:
10-20-30-502-0000- Tax District: S1-SANFORD
0250
Number of Buildings: 1
Depreciated Bldg Value: $74,690
Owner: BARNETT JAMES E & Exemptions: 00-
SUZANNE M HOMESTEAD Depreciated EXFT value: $638
Address: 149 WILDWOOD DR
Land Value (Market): $14,000
City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0
Property Address: 149 WILDWOOD DR SANFORD 32773 Just/Market Value: $89,328
Subdivision Name: RAMBLEWOOD
Assessed Value (SOH): $75,172
Dor: 01-SINGLE FAMILY
Exempt Value: $25,000
Taxable Value: $50,172
SALES
Deed Date Book Page Amount Vaclimp 2003 VALUE SUMMARY
QUIT CLAIM DEED 07/2003 04996 0776 $30,600 Improved 2003 Tax Bill Amount: $1,010
WARRANTY DEED 05/1987 01855 0219 $72,400 Improved 2003 Taxable Value: $48,410
WARRANTY DEED 10/1981 01360 0869 $62,900 Improved
Find Comparable Sales within this Subdivision
LAND
Land Assess Land Unit Land LEGAL DESCRIPTION PLAT
Method
Frontage Depth Units Price Value LEG LOT 25 RAMBLEWOOD PB 23 PGS 7 & 8
LOT 0 0 1.000 14,000.00 $14,000
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1981 6 1,885 1,293 WD/STUCCO FINISH $74,690 $82:077
Appendage / Sgft SCREEN PORCH FINISHED / 160
Appendage / Sgft GARAGE FINISHED / 432
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
FIREPLACE 1981 1 $638 $1,500
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.
re_web.seminole_county_title?PARCEL=10203050200000250&cbparcel=102030502&ceparcel=&csub=&cmap=Y&cdor—&csi10/ 13/03
kL
Mailing Address.-
P.O. Box 520752
Longwood, FL 32752
Physical Address:
766 Big Tree Drive
Longwood, FL 32750'
407) 332-8106 Lic. #RX4501785
407) 332-0279 (Fax) #AS0000126
800) 442-7441 #RX0066866
CAJ yob- 3) 3
HOMEOWNER S NAME FIONE NO.
ADDRESS CITY TATE ZIP
DESCRIPTION OF WORK:
PO L(.Y I _j i--),. I c_ S (A' 'ib Roof Type:
lit - pan
PO Uk- It— e K,I it i 4D f-t-j ' l "
Fan
JJ Beam
Roof Attache
Fascia
Wall
ex 10(` . ,
Height
Ch r-coal - Grey
14 - 20/20
TA Metal Colo
nn Bronze - ite
C 1._ / GDI%;'i 4,1 b 7 tom' S r ! _C.. ,c.1C'
Kickplate 'k 1,
Doors NbAn 1 f
Dome - Gable
e r ..e l' Ste.' Flat - Mansard
Windows:
Type:
n
Pe
Glass
Vinyl
Acrylic _
Horizontal
Vertical
TERMS:
This proposal is good for thirty (30) days from the date below when signed, this proposal becomes your
contract. When work is completed, this document will act as your invoice. Make check(s) payable
to: 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 hereof, 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 appearing
on the reverse side hereof in their entirety.
I/We have read the foregoing, acc7)
the terms and conditi ns set forth therein, and acknowledge
receipt of a true copy hereof this Day of c_ 200
2 E P R E NTATI / HOME W ERAS APPROVAL
PLAT OF SURVEY FOR JAMES E. BA.RNETT
EMINOLE COUNTY, FLORIDA
DESCRIPTION
ot 25, RAMBLEWOOD, according to the Plat thereof as recorded in Plat Book
23, Pages 7 and 8, of the Public Records of Seminole County, Florida.
SURVEYOR'S CERTIFICATE
This is to certify that a Boundary Survey of the above desc-ribed property
was made under my direction and the Plat hereon is a correct representation of
the same and meets th-e Mi imum Technical Standards as set forth in Chapter.
21:HH-6, Florida Administrative Code. Copies of this survey are inval`-id unless
embossed with the seal of the surveyor. Also certified to.Q'ualifax Mortgage
Company and Chelsea Title Company.
RLS #1653 28 MAY 87
V. KELLY SMITH & ASSOCIATES, INC.'
1807 French Avenue
Sanford, Florida
NOTES:
305/322-2213
Indicates iron set with cap #1653 unless Not shown in a flood hazard area. r
otherwise noted. 149 Wildwood Drive.
Bearings and/or angles and dimensions are
as per Plat datum unless otherwise noted. A
The surveyor has not abstracted the laird E R M I Tshownhereonforeasements, rights -of -ways
or other matters of record that may affect I
the subject property.
PLANS REV WE®
CITY OF S 1F®R®
SCAL.E1 1"= 30
4
0
b0 l \
J05 N0 11 DE
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
INTERICR BEAIM TABLES:
SCREEN & VINYL ROOMS:
3.1.3
SECTION 3 i
GLASS ROOMS:
PARTIALLY ENCLOSED) 3.2.3 \\ ` HOST STRUCTURE OR.
ENCLOSED) 3.3.4 ^\ FOURTH WALL FRAME
PANS OR PANELS
H j ALUMINUM ROOF SYS'E^A
I PER SECTION 7
j- CARRIER BEA`.1 POST
TYPICAL SLOPED SOLID'ROOF ENCLOSURE
SCALE: N.T.S.
ALUi`v11Nl.ii RCCF SYSTE;iM
PER SECTION 7
RIDGE BE.-,M TABLES:
SCREEN & VINYL ROOMS:
3.1.4
GLASS OCMS:
PARTIALLY ENCLOSED) 3.2.4
ENCLCSE-'? 3.3.3
HOST S T RUC T URE OR
FOURTH WALL FRAME
USE BEAM TO WALL CETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S
L,iwrence E. Bennett, P.E.
SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
EDGE BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.1, 3.1.2
GLASS ROOMS:
PARTIALLY ENCLOSED) 3.2.1,
LW FOR 3.2.2
MAX. / (ENCLOSED) 3.3.1, 3.3.2, 3.3.3
H' / UPRIGHT /
HEIGHT (h) 1" x 2"'
MIN. 3-1/2" SLAB ON GRADE
VARIES OR RAISED FOOTING
FOR FOOTINGS SEE DETAILSTYPICALGLASSROOMWITHSOLIDROOFPAGE3-23, 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 i ALTERNATE CONNECTION
P/2' { P/2' @ FASCIA ALLOWED
SIZE BEAM AND UPRIGHTS ! (SEE SECTION 7 FOR DETAILS)
SEE TABLES) ---;i w
O.H.
SOLID ROOF .
NO MAXIMUM
ELEVATION SLAB OR GRADE)
VARIES VARIES
C CY
z
U U
X
LU
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
I
NOTES: '
P' VARIES
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/ #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
BEA;ti1S 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
s 1 #10 1212
TYPICAL SCREEN / GLASS ROOM
SCALE: 3/16" = l'-0"
Lawrence E. Bennett, P.E.
CAA ENC;NEER - CEVELOPMENTCONSULTANT
J BOX 'ts; 69 SOUTH CAYTCNA. FL 212t
TE' ` ,1110NE 386) 67-1771
F 1\ 386) '67 6556
t' \,'.':
KI,'•?ii 200l l
SECTION SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
EDGEBEAM
1^x2^OPEN BACK ATTACHED
TO FRONT POST W1
10x 1'1/2^S./W.S. MAX. S^
FROM EACH EN[TOFPOST
AND 24^O.C.
FRONT WALL GIRT
1^x2^OPEN BACK ATTACHED
TOFRONT POST V0 10x
1'1/2^S.M.S. MAX. 6~ - FROKJEACHENODFPOST
AND
24^O.C. 1^ W|
N. ALTERNATE
CONNECTION: ux /-
xz' S.M.S.xxuHROUGHSPLINE
GROOVES UOEWALL HEADER
J,TACHEDTO1,x2^
OPEN V\CKVV/M|
N.(2)#1Ox1^1/2" M.S. i|
DEWALL GIRT
ATTACHED T x2^OPEN BACK N1
MIN, (3) 10x 1'1/2^
G.K4.S. IN SCREW OSSES FRONT AND SIDE
BOTTOM
RAILS ATTACHED TO umcxE|
EmVl/4'x2'
1/4" ONCRETE/tvlASDNRY NCMOR3@8^FROM
EACH OST
AND 24^ O.
C. MAX. AND VALLSMIN. 1^FROM EDGE
OF ONCRETF TYPICAL &A!Lt_RNATE-
CORNER
DETAIL SCALE: 3^= 1''0^ Lawrence
E. Bennett, P.E.
3-16
SCREEN, ACRYLIC / VINYL, GLASS 8t MODULAR ROOMS
COMPOSITE ROOF PANELS:
4 1/4" 4" LAG BOLT
SECTION 3
x S W/ RISER PANELS ATTACHED PER1-1/4" FENDER WASHERS PER CHAPTER 7
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES
i
i HEADER ATTACHED TO POST
2" x 2" OR 2" x 3" HOLLOW W1 MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST Aiii ACHED TO BOTTOM
N/ MIN. (3) #10 x 1-1/2" S.M.S. IN
SCRE'vV BUSjEG
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
SCREEN BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POSTAND 24" O.C. (NIAX.)
TYPICAL UPRIGHT DETAIL
SCALE: 3" = 1'-0"
Lawrence E. Bennett, P.E.
c2:!i.-:vc;,vr DE%'=_eP.MENrco,vSUr:j,v-
10X. id 63, S, W'P;lDAYTONA, F...S
cJ R,) ! 6 i
Fd\ la;4t 7.tii tiiiF
17
s
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I 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"' 1 3'-6" 1 4--0r 1 4.-0. 5•-0• 5•-0. 6•-0" 1 6.-6. 7.-0. 7.-6"
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 9'-5" bi 8'-9" b 8'-2" b T-8" b T-4- b 6'-11" b 6'-8" b 6'-5"
2" x 2" x 0.055" Hollow 10'-3" bj 9'-6" b 8'-11" b 8'-5" b T-11" b 7'-7" 'b 7'-3' b 6'-11" b 6'-9" b 6-6" b
3" x 2" x 0.045" Hollow 11'-3" b 1 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b T-11" b T-8" b 7'-S" b 7-2" b
3" x 2" x 0.070" Hollow 12'-9" d r 12'-2" d 1l'-7" d 10'-11b 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 1 l'-9" b 1 V-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" t Hollow 16'-3' b 15'-l" b 14'-l" b 13'-3" b 12'-7" b 12'-0' b 11'-0" 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'-i" 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 7'-4" b 7'-1" b 2"
x 3" x 0.045" Snag 1 14'-4" b 13'-4" b 12'-5" b 1l'-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 15'-3" b 14' 4" b 13'-7" b 12'-11" b 1,,2'-5" b 11'-11" b 11'-6" b 11'-1" b For
3 second wind qust at 120 MPH velocity- usinn rlpcinn Inari of 13 8/SF Sections
Tributary
Load Width 'W' = Purlin Spacing 3'-
0"' 3'-0" 1 4'-0" 1 4'-6" 1 5'-0" 5'-6" 1 6'-0" 1 6' 6" 7'-0" 7'-6" Allowable
Height -H' / bending 'b' or deflection 'd' 2"
x 2" x 0.044" Hollow 8'-8" b 8'-0" bj T-6" b T-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" bj 8'-2" b T-9" b T-i" 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" c 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" bj T-10" b 2" x
3" x 0.045" Hollow 12'-10" b 11'-11" bj 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" bI 875" 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'-l" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 16-4" b 14'-9" b 14'-2" b 1T-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 1T-9" b 16'-11" b 16'-3" b 15'-8" b 1 15'-2" b 2" x
2" x 0.044" Snap 10'-4" b 9'-7" b 8'-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" bj 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 rul -.la
I u mr" vpin/-In/' IICInn M.- f Inman It I E/\L Sections vTributary Load
Width '
W' = Purfin Spacing 3'-0"' 3'-
6" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 7'-0" 7'-6 Allowable Height 'H' /
bending 'b' 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" b 5'-6" b 5'-3" bl 5'-l" b 2" x 2"
x 0.055" Hollow 8'-10" b 87-2" b T-7" b T-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 577 b 5'-7" b 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 1 i'-6- b 10'-8" b 9'-11" bj 9'-5' b 8'-11" b 8'-6" b 8'-2" b T-10" b T-6" b 7'-3" b 2" x 3"
x 0.045" Hollow I1'-11" b 1' b 10'-l" b 9'-9' b 9'-3" b 8'-10" b 8'-5" b 8'-2" b 7'710" b T-7" b 2" x 4"
x 0.050" Hollow t3'-11" b 12-11" b 12'-1" b 11'-4" b 10'-9" b 10'-3" b 9'-10" b 9'-5" b 9'-l" b 8'-10" b 2" x 5"
x 0.050" S.M.B. 20'-2" b 18'-8" b 1 T-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'-1- b 18'-3" b 17'-3" b 16'-6" b 15'-9" b 15'-2" b 14'-7" b 14'-;" 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" b 6'-3" b 2" x 3"
x 0.045" Snap 12'-1" b 11'-5" b 10'-8" b 10'-," b 9'-6" b 9'-1" b 8'-8" b 8'-4" b 87-1" 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, NuICJ. 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. c:,'b'IL
ENGINEER - DEVELOPMENT i:ONSUL TANT P 0 BOX
214 68. SOUTH DAYTONA, Ft- 3212' TELEPHONE (386) 767
7;:4 FAX 386) i
6; -6556 e. ti 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" = V-0"
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.
ROOF. PANEL
EXISTING FASCIA
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
ROOF PANEL
ROOF PANEL TO WALL DETAIL
SCALE: 3" = V-0"
NOTES. WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA
FRAMING WHERE POSSIBLE ONLY. 15°'o 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.
IVI L ENG,NEE.R - OE VE L OPtiIEN i CONSUL 7-AN F
P O 50\ 211368. SOUTH DAY7ONA, FL 321-21
TELEPFICNF 1186) 67-t774
FAA 1 861 '767 6556
A,..
74
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
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
1&2 3
span span
4
span
3
span
4
span
100 :MPH i 21'-4" 23'-10" 23'-0" j7- 22'-9" 21'-11"
110 ,MPH 121'-4" I 23'-10" 23'-0" 20'-11" 20'-2"
120 ,MPH I 2C' 1" I 22'-9"
r-1 23 MPH; 19'-6" 12 -10"
21'-11 9'
130 .MPH " 1S' 3" I 20'-2" I
10 MPH -1" 1 7:, I
19'-5
13'_}„ 12,-,:,
1 00 NPH i 13'-7'
43" 0 030" P
7"
Overhang/
Cantilever
All
Roofs
3' . 1
3 x x . anels 1 r_i— a,,— •
Glass Rooms
Partially Enclosed Enclosed
1&2
span
3
span
4
span
1&2
span
3
span
4
span
13'-6" 15'-1" 14'-7" 15'-1" 17'-9" 16'-3'
7" 13'-6" 13'-1"• 13'-9" 15'
10'-8" I 12'- I 1 1'-6" 12'-6"
I 0' S" I 1'-7" 1, 1'-3" 1 1 `8" 13'-8" 13'-2"
0,. 110,_1. 1 10,_7" 1 -1" 12'-11" I 27T
G, 1 3" i 9' 1'0'-3"
I 3'-- I 7.' 1 9'_3,. 9'_6- I 10%8"
j
I
Oeen Structures Screen Rooms I Partially Enclosed Enclosed CvernangWindMcno-Elooe.d Rcof Attached Covers Cantilever
Region j 1&2 3 4I 1&2 I 3 I 4 1&2 3 1 I 3 1 -t
scan span I scan
I
scan I Scar. scann
I
scan
I
scan span I span span scan i
all
Rra --
I')0 MPH
0 MPH = - i 27
25
0 MPH i _ '/ 22'- I i i _ I77
d" x 43" x 0.024" Paneis Glass :Rcoms
j j
I 'Mind
i Regicn
Open Structures J
Mcno loced Rcof I
4
can I span span
Screen Rcoms j
attac,:_ Covers I
1 &2 I 3 4
scan scan i span I
P3rtiaily Enclosed i
132 3 4 1 &2
span j span I span span
Enclosed
i 3 4
I span span
I 100 MPH 22 I 2 9„ I i G-6" i' I i
r' I
30 MPH.
i4, :
u MPH 6 ' ( 15' 11' %" 13'
4" s 43" x 0.030" Panels l
I Cverhang ; i
ever
Rcclfs
Open St,,-uctures
Mono-Slooed
Enclosed j wer^.angWindRcofAttachedCoversCartileverI - Region 3 4 1&2 3III 4 2 3 4 1&2 3 4 a;l
ar scan scan scan scan scar scan Scar Scan scan Span Scan
100 N1PH _--9" 30'-1 29'-; I 1' 26'-5" 29-0' 128' 7 I '3'-" I 2C' I
110,MPH _. -9" 30'-1' 129'-1' L4' I
120 MPH I , o, 2g'_7
I
123 :MPH 25 5" 23 -J" 27'- c' 2 1 -11" 2 1-%' 23 9' 1-t' S'-9' 15 2" 15'-1G' 1 19-0' 18'-5"
130 MPH 23'-" 26'-2" 25' 1" 20'-8" 23'- i" 2' 1" 3' 1" 14'-11 14'-5" 1 15'-0" IT-1 1' 1 16' 3" s 0"
140 MP 15'- 17-3 1310 1Jo 14' 4'-J" MP 11"
7-11" 1' 15017-3 15'-11" 17-1 17'-3 11-2" 12'-11" 12'-0" 13--1 1-t'-7" 1 ,11
r wdu whin + overnang yq®y
am ' Elite
Aluminum
Corporation 1801 N.
W 64th Street Ft. L.
iuderdale, FL 33309 Tel t95.
11-igt-3700 F;I,r_t!?5s11t)1-Il;i;i Lawrence E.
Bennett, P.E. 2;l
IL NI.:INEE4-C I;SL P O )
X -'1.13c;a. ScuTl l o,w T oNA =1. 1 rFl-:_F'!
iONF 179ti1 :6, 47?.1 FAA 1.
1R6t ;G,' 6 1,ti 1-1 `)'
1 F(1, 1! 1 I -'UU.1 ',\._ i N , . 1
7-
27
FASTENERS
CONCRETE EXPANSIONDRIVENAILSPIKESCREWT-BOLT
BOLT
A nlrruno
CONCRETE AND MASONRY ANCHORS
SCALE: N.T.S.
SHEET METAL HEX HEAD MACHINE
SCREWS TEK SCREW LAG SCREW BOLT
LLWI
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.
CML ENGINEER - DEVELOPMENT CONSUL TANF
P 0 BOX 21.1363. SOUTH DAYTONA, FL 72121
TELEPHONE (386) 767-477s
FAX (386) 167-6556
l C(11",f'1,;FIT t4).1
Ni,f:All(1: 1, 1N ,`I IA1%M .%,-i I Hl .NNI1. I'; 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 NOW
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"
2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT.
BEFORE SLOPE ALL SLABS) V
OD
1 - - I = I I
I I 1
I I I EI
I I I,, I I I-1 I I-1 I I-1 11=III=II I —I I I= I I=1 1=1 11= I,.II1=
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
III=11
11 ® •
a —1
li -
IIIIII=III-1 1 I
I
12
TYPE III
STEEP SLOPE FOOTING
V-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" = 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
I
PAGE
COPYRIGHT
3.2" I O
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. l
2 2
06A/4/-n