HomeMy WebLinkAbout121 Holloway Ct 03-2890 Screen roomA
CITY OF SANFORD PER141T APPLICATION
6
h C
Permit No.: V ' lDate: Job
Address: I c I FiJ'i L I(gb n f ci -_ m r,-v A.'- l Permit
Type: Building N
Electrical
Mechanical Plumbing Fir Alarm/Sprinkler Description
of Work: x n A OR o jrP f'l r) n rlr, i L1 9 I 1 9 tY1 r Additional
Information for Electrical & Plumbing Permits Electrical:
Addition/Alteration _Change of Service Temporary Pole _New AMP Service (# of AMPS ) Plumbing/
Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/
Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines 00
OccupancyType: Zesidential Commercial _ Industrial Total Sq Ftg: Value of Work: $_czlu I a
Type
of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel
No.:,q3-, q _16 -51S- () - 61r Lo _ (Attach Proof of Ownershiip& Legal Description) Owner/
Address/Phone: DV t `", en _' 6l'0tCA.I--. ' ,Vl +- e Holder (If
other than Owner): a?71 State
License Number: ,
13`DC)t)CJyJI Phone &Fax Number:
i-{ 0-7 n - d q [ 'J Address: Bonding Company:
Vail
WN WJ1111 NYE Address: Mortgage Lender:
C[
n 16 ?f1f1'2 SEf Address:- ArchitectlEngineert
Phone
No.:
Address:
Fax No.:
Application is hereby
made to obtain a permito"do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction.
I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS,
HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT:
I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition
to the requirements of this permit, there may be additional restrictions applicable to this property that may be Found in the
public records of this county, and there may be additional permits required from other governmental entities such as water management districts,
state agencies, or federal agencies. kcceptance of permit
is verification that I will notify the owner of the property of the requirements of Florida Lien Law', FS 713. 91 3 iignature
of Owner/
Agent " Date Ygnature of Contractor/Ag Date ole,06 - Ad-&
f , Tint O r/
Agen 's Name Print ntractor/Agent's e 9 ignature of
Notary
ate o rid Date Signature of -State of to ida Date cr Becky Becky
Ropers s4 `
my coynm 180133 C rtmfssion
D0180139
d Expires February 14, 2007 or w vpfujExpiresFebl&y
14, 2007 wner/A ent
is rso ja'l l, Known to Me or Contractor/Agent is ersonaI y Known e or Produced ID j^
I C /'$ 1/, ce4 -P_7 Produced ID APPLICATION APPROVED By.
Dater69.- lpecial Conditions:
i
AFFORDABLE T19 INCIIIII www.
affordablescreenandpatio.com Mailing
Address: P.
O. Box 520752 Longwood,
FL 32752 407)
332-8106 407)
332-0279 (Fax) 800) ,
442-7441 X-
h-vleaz HOMEOWNER
S NAME Physical
Address: 766
Big Tree Drive Longwood,
FL 32750 Lic. #
RX4501785 AS0000126
C
o7-3 L/r 7yYO #RX0066866 PHONE
NO. OSZ
ADDRESS
S
CITY
STATE ZIP DESCRIPTION
Of WORK: p
U
0 k
Aile ojQf
Type: Ali
pan an
Beam
Xe
Qj/RoofAttached: Fascia
Wall
Height
G( -)11
16,(
v " C—k ''`""'-r` Charcoal -Grey 18/
14 - 20/20 Metal
C 1
Bronze -
White Kickplate
A — Doors
AiJ
A J J-f /v c a., Dome - able Flat - Mansard
t2o o /,-- —
vcc / a, /L/ c -e- oO 1
u e
I ,
1, /-
7
Z/
Windows: Type:
Glass
Vinyl
Acrylic
Horizontal
Vertical
i
TERMS:
w y ' Age
W'e -
1107 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, accept the terms and onditions set forth therein, and acknowledge receipt of
a true copy hereof this Day of REPRESENTATIVE HOMEOWNER
S APPROVAL
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL
f
i
4
o -
fOLLOWAY. C
2003 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
33-19-30-515-0000-
Number of Buildings: 1
Parcel Id* 0160 Tax District: S1-SANFORD
Depreciated Bldg Value: $82,224
Owner: TOLEDO XAVIER D & Exemptions: 00-
RAQUEL D HOMESTEAD
Depreciated EXFT Value: $0
Land Value (Market): $18,300
Address: 121 HOLLOWAY CT Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $100.524
Property Address: 121 HOLLOWAY CT SANFORD 32771 Assessed Value (SOH): $85,528
Subdivision Name: PAMALA OAKS PH 2 Exempt Value: $30,000
Dor: 01-SINGLE FAMILY Taxable Value: $55,528
2003 Notice of Proposed Property Tax
SALES 2002 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: $1,228
WARRANTY DEED 01/1997 03190 0899 $86,700 Improved
2002 Taxable Value: $58,023
Find Comparable Sales within this Subdivision
LAND
Land Assess Land Unit Land LEGAL DESCRIPTION PLAT
Method
Frontage Depth
Units Price Value LOT 16 PAMALA OAKS PH 2 PB 51 PG 15
LOT 0 0 1.000 18,300-00 $18,300
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1997 8 1,786 1,416 CB/STUCCO FINISH $82,224 $84,767
Appendage / Sgft OPEN PORCH FINISHED / 8
Appendage / Sgft GARAGE FINISHED / 362
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=33193051500000160&cpad=HolloNvav&cpad_num=121&cctr—&ctotal=&cfparcel=33193059/5/03
POWER OF ATTORNEY
DATE:
I hereby name and appoint ow of
Affordable Screen & Patio Inc to be my lawful Attornev-In-Fact to act for me
and apply to the (— Building Department for a'
permit for work to be performed at a location described as:
Parcel IDJq-`- Lot Block
Subdivision:
1.-41d'ress of .Job)
x0.Uiex- U111,.."-,,.
Owner -of Propert'Address)
and to sign my name and do all things necessary to this appointment
Tvpe and print name of Certified cto r
Si-nature of C ified Contractor
The foregoing instrument %vas acknowledged before me this '11bv
Mn n w ho is personally knoNvn to me, who produced
J as identitication and %rho did not tak,- an oath.
State of Florida County of Oranue
Notary Signature Date: /
PZVON RO 8
wonDMWMawElire3Rey14, 2W
71
Ia
1
PLAT OF SURVEY
s
Por
SODA, INC.
I_ec ,)1 Defcript.io n
Lot 16, PA11ALA OAKS PHASE T',10, ccordin_; to tfe f,I_It thereof as recorded in Plat
Book 51 , Page 15, of the Puh l is Record of Se; 1 n Ile County, Flnrlda.
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1JRVFY NOTES:
1) The street address of the abovf cle:.crihed ?ropurty is
2) The above describ cd property lies in a Flo,Dd Zone X.
L SANFORD
1101loway Court.
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SURVF YOR' 5 [FRI IF I CATE
Th.i.s is to certify tat I have madr, a `ir.irvey of the ahoy, dc;r.ribed property and that, the plat. hereon delineatr,rj
is an accurate representation of the same. I further rortify that this Survey meets the fli.nirmin Tectinira).
Standards set forth by the Florida Hoard of Land Surveyors pirsuant to Section 427-027 of the Florida Statutes.
REVISIONS:
2EV15CV FOR FOUNDATION-. G q0V. Igc)G
REVISED FOR FINAL5URVE`!' 13 JAN. P1717
L:I:RTTFIED COUPECT Tn:
ky _ XAVIER D. and RAQI.IF_L D. TOLEOO
K I TNFR (..IRUF Y I NI:,, INC. SUDA, INC.
R. 01 AIR KITNFR - P.1..S. NO. 3362 INLAND MOnTrArr u-MANY
Post Office Box 823, Sanford, Fl. 32772-0823 LANDSAFF TITLE OF FLORIDA, TrIC.
407) 322-2000 CHICAM) TITLE IF;`URANCF COMpgr1Y
PROJECT NO: ?(
a,_ 308
r
SURVEY DATE.: 26 OcTogFQ 16"G
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SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
INTERIOR BEAM TABLES
SCREEN & VINYL ROOMS
3.1.3
GLASS ROOMS:
PARTIALLY ENCLOSED) 3.2.3
ENCLOSED) 3.3.4
A
H
I
SECTION 3
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
TYPICAL SLOPED SOLID'ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
RID
SCREED
PARTIALLY
OR
ME
L DETAIL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER -DEVELOPMENT CONSULTANT
P 0, BOX 214368, SOUTH DAYTONA, FL 32 12 1
TELEPHONE (386) 767-4774
FAX (386)767-6556
LD COPYNIGIiT -()Oil PAG'F
NOI W 1! R( I",'OI`UMPIN I%HOI I 01IN 1t,; \Vhlilt-N I'I h,\1 C. did 1N ?F !:\1\'I:I NC: 1. M NNf I I, P !_ 3-1
SECTION 3 1 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
LW` FOR
MAX.
H' / UPRIGHT
HEIGHT (h)
VARIES
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
TYPICAL GLASS ROOM WITH SOLID ROOF (
FOR FOOTINGS SEE DETAILS
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)
SIZE BEAM AND UPRIGHTS
SEE TABLES)
O.H.
SOLID ROOF
NO MAXIMUM
ELEVATION SLAB OR GRADE)
VARIES
LW' LOAD WIDTH
FOR ROOF BEAM `
P/2' 'P/2'
ALTERNATE CONNECTION
@ FASCIA ALLOWED
SEE SECTION 7 FOR DETAILS)
w
Ofy
Z
W UV)
w
P = PROJECTION FROM BLDG.
VARIES
LW = LOAD WIDTH
I
NOTES:
F '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
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 #12 1 #12
TYPICAL SCREEN / GLASS ROOM
SCALE: 3/16" = 1'-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P O BOX 214368. SOUTH DAYTONA. FL 32121
TELEPHONE (386) 767-1774
FAX (386) 767-6556
0 L;opYI:Ii:rlr 2003
3-2 NV 1 10 11; l,'F P!:O('UCi_D IN IVH01 I 0I, IN '.\'I I I \V!:I I I -I N !'F.I:r W;! 0.`N 01 I :UVRI NCF C 13LNNL i l , I' 6
SECTION 3 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
I" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
110 x 1-1/2" S.M.S. MAX. 6"
FROM EACH END OF POST
AND 24" O.C.
ALTERNATE CONNECTION:
I 2) 1110 x 1-1/2" S.M.S.
FHROLJGH SPLINE GROOVES
IDE WALL HEADER
kTTACHED TO 1 x 2" OPEN
ACK W/ MIN. (2) #10 x 1-1/2"
TIDE WALL GIRT ATTACHED T
x 2" OPEN BACK W/ MIN. (3)
10 x 1-1/2" S.M.S. IN SCREW
IOSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
ONCRETE W/ 1/4"x 2-1/4"
ONCRETE / MASONRY
kNCHORS @ 6" FROM EACH
OST AND 24" O.C. MAX. AND
VALLS MIN. 1" FROM EDGE OF
ONCRETE
TYPICAL & ALTERNATE CORNER DETAII
Lawrence E. Bennett, P.E.
C;',JLENGINEER UE.ELCPkfENTCCNSULrANT
p C 9()X 214368, SCUTH DAY70NA FL 32'21
rFL.FP'iC'JE 3813) 617-4-14
FAX '6,' (3,556
Q I T- -'oo.;
SCALE: 3" = l'-O"
3-16
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3
COMPOSITE ROOF PANELS:
4) 1/4" x 4" LAG BOLTS W/
RISER PANELS ATTACHED PER1-1/4" FENDER WASHERS PER CHAPTER 7
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES
2" x 2" OR 2" x 3" HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
MIN. (3) #10 x 1-1/2" S.M.S. IN
SCREW BUSSES
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" 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 BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER — DEVELOPMENT CONSULTANT
P O BOX 214368, SOUTH DAYTONA. FL 32121
TELEPHONE (386) 767-1774
FAX (386) 767 -6556
I AGI
NO l01;! ::,! „`I1l h'; 11 IN',%IiC[c 01,IN I.', l\'JI '!.V !•:?.11:1;',h 1N,4 I;\MV!NCI 1 !11 NNI 1 i 3-17
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 4'-0" j 4'-0" 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
2" x 2" x 0.055" Hollow
3" x 2" x 0.045" Hollow
3" x 2" x 0.070" Hollow
2" x 3" x 0.045" -Hollow
2" x 4" x 0.050" Hollow
2" x 5" x 0.050" S.M.B.
2" x 6" x 0.050" S.M.B.
2" x 2" x 0.044" Snap
2" x 3" x 0.045" Snap
2" x 4" x 0.045" Snap
For 3 second wind gust
9'-5" b
107-3" b
11'-3" b
12'-9" d
12'-9" b
167-3" b
23'-7" b
26'-1" b
173" b
14'-4" b
17'-7" b
at 120 MPH
8'-9" b
9'-6" b
10'-5" b
12'-2" d
11'-9" b
15'-1" b
21'-10" b
24'-2" b
10'-5" b
13'-4" b
16'-3" b
velocity;
8'-2" b
8'-11" b
9'-9" b
11'-7" d
11'-0" b
14'-1" b
20'-5" b
22'-7" b
9'-9" b
12'-5" b
15'-3" b
using
7'-8" b
8'-5" b
9'-3" b
10'-11" b
10'-5" b
13'-3" b
19'-3" b
21'-3" b
9'-2" b
11'-9" b
14'-4" b
design
T-4- b
7'-11" b
8'-9" b
10'-5" b
9'-10" b
12'-7- b
18'-3" b
20'-2" b
8'-8" b
11'-2" b
13'-7" b
load of 13
6'-11" b
7'-7" 'IJ
8'-4" b
9'-11" b
9'-5" b
12'-0- b
17'-5" b
19'-3" b
8'-3" b
10'-7" b
12'-11" b
SF
6'-8" b
7'-3" b
7'-11" b
9'-6" b
8'-11" b
11'-6" b
16'-8" b
18'-5" b
7'-11" b
10'-2" b
12'-5" b
6'-5" b
6'-11' b
7'-8" b
9'-2" b
8'-8" b
11'70" b
16'-0" b
17'-9" b
7'-7" b
9'-9" b
11'-11" b
6'-2" b
6'-9" b
T-5" b
8'-10" b
8'-4" b
10'-8" b
15'-5" b
17'-l" b
T-4" b
9'-5" b
11'-6" b
5'-11" b
6'-6" b
7'-2" b
8'-6" b
8'-1" b
10'-3" b
14'-11" b
16'-6" b
T-1" b
9'-1" b
11'-1" b'
Sections
Tributary Load Width 'W' = Purlin Spacing
3'-0"' 3' 6" 1 4'-0" 1 4'-0" 1 5'-0" 5'-6" 1 6'-0" 16' 6" 7'-0" 7'-6"
Allowable Height 'H' t 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" b 5'-6" b
2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b T-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'-l" b 6710" b 6'-7" b
3" x 2" x 0.070" Hollow 127 '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 8'-9" b 8'-5" b 8'-2" b
2" x 4" x 0.050" Hollow 14711" 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 1 8'-11" b 8'-8" b 8'-4" b
2" x 4" x 0.045" Snap
For 3 second wind oust
16'-2" b
at 130 MPH
14'-11" b
vPlnr-ire.•
14'-0' b
iic;,
13'-2" bj
4_; ,., 1,
12'-6" b
4 of I
11'-11" b
4414ZC
11'-5" bj 10'-11" bl 10'-7" b 10'-3- b
Sections
JTributary Load Width 'W' = Purlin Spacing
3'-0"' 3'-6" 4'-0" 4'-0" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 T-0" 7'-6"
Allowable Height 'H' I bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 8'71" b T-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 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 97 b 8'-11" b 8'-4" b T-11" b T-6" b 7'-2" b 6'-10" b 6'-7" b 6'-4" b 6'-l" 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 T-10" b T-6" b 7'-3" b
2" x 3" x 0.045" Hollow 117-11" 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 77" 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
TO
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. 227" b 8" b 19'-4" b 18'-3" b 1T-3" b 16'-6" b 15'-9" b 17-2" 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 1T-0" b 12'-4" b 11'-8" b 1 11'-1" bj 10'-8" b 10'-3" b 9'-10" b 9'-6" b
11--
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
FxX (386) 767-6556
PAGE
3-39
l COPYRIGHT '003
N IT i.,)Il; I:'._I'RLl1UCt D IN WHOLE 0I21N PAR! WIII It,i N 1'1 IlA11 S'1ION ill NC! F III NNI 1 i 11! J
SECTION 7 1 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
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = 1'-0"
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED
OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES
FOR MASONRY USE
1/4" x 1-1/4" MASONRY
ANCHOR OR EQUAL @ 24" O.C. w
FOR WOOD USE #10 x 1-1/2" Q w
S.M.S. OR WOOD SCREWS @ a o
12" O.C.
o— — ROOF PANEL
ROOF PANEL TO WALL DETAIL
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 'y. 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.
CIVIL ENGINEER -DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
F.Lr (386) 767-6556
PAGE
L L'0PYt21L;HT 2003
7-4 NC il. I !' WPLICF1) IN WFi01L 0[I IN i' 1!: Wll!IOU1 III 1V121I I I P: :MI; I:Ji `N 1 AWI, NI;F I. IIFNNI. I I'
SOLID ROOF PANEL PRODUCTS SECTION 7
Table 7.2.1
Manufacturers'
3" x 48" x
Allowable
Elite Aluminum
Proprietary
0.024" Panels
Spans
Products:
for
Corporation
0.024"
Aluminum
Elite Composite
Alloy 3105 H-14
Panels
or H-25
for Various
Foam
Glass
Core
Rooms
Loads,
E.P.S. 1 Density
Wind
Region
Open Structures
Mono -Sloped Roof
Screen
Attached
Rooms
Covers
Partially Enclosed Enclosed Overhang
Cantilever
All
Roofs I
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'f1" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 13'-6" 15'-1" 14'-7" 15'-1" 17'-9" 16'-3"
110 MPH 21'-4" 23'-10" 23'-0" 18'a" 20'-11" 20'-2" 11'-7" 1,T-6" 13'-1" 13'=9" 15'-4" 14'-10"
120 MPH 1 2C' 4" 22'-9"'21'-11" iT-S' i9'":8'-10" i0'-8" 12'-5" 11'-6" 12'-6"' 13'-11" 13'-6"
123 fflTIMPHI19'-6" 2 ;'-10" 21'-1" 15'' 1" 18'-11" 18'-3" 10'-5" 1 11'-7" 11'-3" 11'-8" 13'-8" 13'-2"
130 MPH; 1fi'-0"-17'-9" 16'-3" 910" 110'-11" 10'-7" 11'-1" 2'-11" 12'-6" a'-; °
140 MPH I 12'-4" I 13'-9" 13'-.3" 12' a" 13'-9" I t3'-3" 9'-2" I 1G'-3" i 9'-11" 10'-3" I 11'.6"
1150 :MPH 1 12'-4" 13'-9" j 3'-3" 12'-4" I 13'-9" 1 -3" a'- 9'-7" 9'-3" 9'-6" 10'-a" 1G'-a"
3" x 48" x 0.030" Panels Glass Rooms'
Wind
Region 11&2
Open Structures
MGno-Slooed
3
span I scan 1
Roof
4
scan
Screen
attached
Rooms
Covers
Partially Enclosed Enclosed Cvernang
Cantilever ;
Roc,'s
11&2 1 3 ( 4
scan span scan ti
1&2 3 4
spans scan span
1&2
span
3
span
I -4—
scan
t00 MPH; a'-i ! 27'- I 27'-0"
10 MPH - '1' 127'-'1" I 27'-,^ i
23'-10" 1 26'-3" i 25'-9" i 5' "0"
2' -, 1 _6' ^ ^ , I
18'-5, I '7'-'0"
5 , 0.. -
18' 8"
16'-2"
2C'-1G"
0 riPH 1 0 I 26 3 I L5 7 I 201 22' IG" I 22'_ ,2,_ I 14',6" I 14'-01" j A" 5'_.0, I 25-
2L-_ I 1J-9,r- 0
MP`,I I C- 122-IC12U' i 30
M PH 6. I 7, l)' y„ I 12' c" 1' 7' 2'-3" 150
MPH' I 16' I - T 1 14'-- 6. 2,. 2„ I ,3,_2„
d"
x a8" x 0.024" Panels I
i Wind !
Rzgicn
j Cpen
Structures MonoSioced
Roof 1&
2 3 i 4 span
span span Screen
Rooms j attac
ed Covers 1&
2 I 3 i 4 span
span span Partiaily
Enclosed 1&
2 1 3 1 4 span
span span 1&
2 span
Enclosed
3
4 Ispanspani
Cverhang ; Cantiie'
ror JJ
All I
Rccfs 100
MPH l 5" 1 26'-2" 1 5. 3" 1 22 -3 i 24'- i 1" 1 24'- i -9" I 16'- 15'- 11" 123 .'.
ir1 5" '2''C" i x' . L`-
17' I ' 9'-6" i . fi,_.0„ i G'-9" I _g" 1
1Q MrH1 1 i 5'- , 1 _7' 4' I 13' 6" I 15'- i' i -7' ' 11 3„ IG iG I I13 - 150
MPH; 13'-6" 1 15'-1' 4' - 1 J'_O" 1 b -%' 9' S" 1 G' D" 1 O'_Z" 12'—i" I -4" I 4"
x 48" x 0.030" Panels 1-- n _- _ - - Wind
Region
Open
Structures Mono -
Sloped Roof Screen
Rooms Attached
Covers Partially
Enclosed Enclosed i :
vern.ang Cantilever
all
Rocs
I ;&
2 scan
3
scan
4
Iscan1&
2 span
3
scan
4
scan
1&
2 scan
3
span
4
span
1&
2 1 3 span
can 4
scan
100
MPH 27'-9" 30'-1 ;" 29-11" 26'-5" 29' o" 2S'-7" 3' 3" 0'-G" 19'-9" 20'-8" 23'-1" 2 1" 0., 110
MPH 12"-9" 30'-11" 29'-11' 24'-4" 27'-2" 26'-3" t5'-9" 19' 6" 17'-t t" t9'-t' 2 i'-5" 120
MPH 1 25' S" 29'..6" 28'_7" 22'-8„ 5.-, 24'-5" a, 5,. i6,_ ,. 15'-7" 17'-6„ 19'-7" 18'-111" 4'-,0„ 123
MPH 25'-5" 28'-5" 27'-5" 21'-11" 24'-7" 23'-9" 14'-1" 15'-9" 15' 2" 15'-10" 1 19'-0" 18'-5" 4'-0" 130
MPH 23'-5" 26'-2" 25'-4" 20'-8" 23'-1" 22'-1" 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" 1T-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" r .. .. •.. -
Itl w1uu1 r wau wloin + overnang. ELIT-
E Elite Aluminum Corporation Fanul
Pruuucs 1801 N.W. 54th Street Ft.
Lauderdale, FL 33309 Tel: (
954) ,191-3700 F3x: (954) 491-1433 Lawrence
E. Bennett, P.E. CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P
0 BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (
386) 767-4774 FAX (
386) i 67.6556 PACE
t<
l 1:c 1>YI:ICH r :1u>:1 NO
10 1;! 1,,_,IN W1i0l F L'I, IN I'AF2I IV 1; HMU I 11-1-'.VI:I 111 N 1'I 11 J10N 01 NCI I. ItFNNI-1 I. I' 1. 1 7-27
FASTENERS SECTION 9
CONCRETE EXPANSION
DRIVE NAIL SPIKE SCREW T-BOLT BOLT
ANCHOR
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
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.
CIVIL ENGINEER -DEVELOPMENT CONSULTANT
P.O. BOX 214363. SOUTH DAYTONA. FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
COPYRIGHT ^_OOJ Q
NO IO tlL Hf.PRODUCLO IN WHOLE Oh IN PAIN WII HUll1 1 fil WRIT 1 f-N lPI..Rh11SSION Of t AVVlti NC[' l iICNNE I i, P E