HomeMy WebLinkAbout326 Lusitano Way (2)CITY OF SANFORD PE";IT APPLICATION
RECEIVED
FEB 2 0 2006
Permit # : qao ' I 85
Job Address: 3z& ws ITIAoC'b
Description of Work: `1 b0 Q Ht-vr
Historic District: Zoning:
Date: 'Z -17 - 0
0 Pori o ifnUE2 C 6p,_ ExlsTl"G.
Value of Work: S 6. qon00
Permit Type: Building Electrical Mechanical Plumbing Fire SprinlJer/Alarm Pool
Electrical: New Service - # of AMPS
Mechanical: Residential Non -Residential _
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets _
Occupancy Type: Residential Commercial
Construction Type: # of Stories:
Parcel #
Owners Name & Address: 1' Am*411 'W
Addition/Alteration Change of Service Temporary Pole
Replacement New (Duct Layout & Energy Calc. Required)
of Water & Sewer Lines # of Gas Lines
Plumbing Repair- Residential or Commercial
Industrial Total Square Footage:
of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Attach Proof of Ownership & Legal Description)
Phone: 37-q- 9717
Contractor Name & Address: Co
c. ICI N L P RESSZZ,,W C-A 5 Z .--S,,taw License Number: SC CO Y B y 7_3 //
Phone & Fax: f3 S30 7 Contact Persou: J (_C1SSLVZ- Phone: % N61 ' `7QL9
Bonding Company: N 1-1
Address:
Mortgage Lender: N1 1
Address:
Architect/Engineer: IJ A
Address:
Phone:
Fax:
Application is hereby made to obtain a permit to 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. 1 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.
Acceptance of ermit is verif ation that I will notify the owner of t
Wo
erty of the re ents of lorida ien La FS 713.
p 2-17-61L
Signature of Owner/Agent Da Signature of Contractor/Agent Date
An 4o(66-Cbul&,ess FiLV G. 6-C155LfR
P "Oy1wtfn.
Te
r/AgOwner/Agent's Name nContracto rAgent's .N1e [
1-
7-
6L Signature of Notary -
State of Florida Date Signature of Notary- ROMA M. SHEPHERD
Y PG . OFFICIAL
SEAL MY COMMISSION # DD 14922113 4' ANII&3
aHyG SS6 M g y g t y
r5.2006 r _ e or
Contractor/Agent ent is alll b'N18 6a 2 alb YCOMMISSIONEXPIRM _
Produced ID t OD3fgTARY FLNpanyServiw6BOrrdrrpinc MARCH 0, 2006
COMMISSION #DD APPLICATI
OVED BY:
Bldg:nffit Zo ' L Utilities: FD: Initial & Date) Initial &
Date) (Initial & Date) (Initial & Date) Special Conditions:
ARCHITECTURAL REVIEW BOARD APPLICATION
Please complete the application form and forward, with requested information, to the Associations
property manager for processing. Please do not commence work until you receive approval of your
application from the Architectural Review Board.
Association Name
I K)(L I
Applicant's Name
I
I-ITi l c L E A Property
Address Changes
to be made: A Home Exterior 5( Landscaping JC-
Date
of Application Phone
Number O
Pool Addition 0
Recreational Equipment ' 0 Other Provide
complete description of what changes will be made. Applications must include lot survey, site plans, diagrams, color chips, material
specifications, sample products, photographs and any information which will adequately describe the finished project. All landscaping
plans must include thr' size, number and type of plants to be approved. Failure
to provide complete information will delay the approval process. NOTE:
All request must conform to all applicable zoning and building regulations and it is the
property owner's responsibility to obtain all necessary permits if application is approved. THIS
SECTION TO BE COMPLETED BY ARCHITECTURAL REVIEW BOARD Request:
Date Approved Date Denied BOARD
MEMBER'S SIGNATURE: COMMENTS:
SUBSTANTIAL
COMPLETION: Inspection
Date / / Final
Inspection Date SMI
P-4 10/
00
January 01, 2006
LAWRENCE E. BENNETT, P.E.-
P.O. BOX 214368
SOUTH DAYTONA, FL 32121
386-767-4774
TO ALL BUILDING DEPARTMENTS
Re: Master File Engineering
ALUMINUM STRUCTURES DESIGN MANUAL"
2004 edition & 2006 edition
Dear Building Official/Plans Examiner,
This is to certify that the following contractor/company
is hereby authorized to use my 2004 ed "ALUMINUM STRUCTURES
DESIGN MANUAL" during the year 2006. When we publish and
distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL",
they will be authorized to use that manual for the remainder of 2006.
Our authorization is based on a January to January basis requardless
of the edition of the manual. This authorization also applies to
contractor master file drawings, " ONE PERMIT ONLY" drawings or any
site specific" drawings that I may furnish the contractor.
Donald G. Geissler Jr.
Sun State Siding Inc.
161 N. Cypress Way
Casselberry, FL 32707
They are hereby added to my 2006 MASTERFILE LIST
Should you have I questions please contact me at yourconvenience.
Sincerely,
Lawrence - Bennett, P.E. #16644
r
APR 4 2:)OIL }! 1! )HI TITLE CF cLCRI)A INC. i';^ 6L211)
PLAT OF SURVEY
DESCMPT10N: (AS FURNISHED)
LOT 90, BAKERS CROSSING PHASE: 2
AS RECORDED IN PLAT BCOK 62, Pl9GE5 97-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
NOTE:
THE FINISHED FLOOR ELEVATION LW THIS
STRUCTURE MEETS OR EXCCEDS THE
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER B, SEC, 0-7(A). IS• 4t>
SCREW
4 R wCH
Id50' 'OU"E -----....------------
i ';11 Camf°'^'HIW sr.ALE
Is
rti 'a3 EG
oy. t I°`AD /. \1 30A
x
LOT 89
fptf 'llP36
t-00U, 1)
A9'f10
CERTIFIED TO AND FOR THE
EXCLUSIVE USE OFI
2u. TITLE CoNPANY OF ikr*IDi. wcM
PIO..UTY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA
ANNA L. I sXu3
MVW AMZXICA
NOTE:
I. ALL CIMECTIONS AND C'STANCES Have
BEEN FIELD VERIFIED ITJ!D ANY
INCJN5ISTENCIES NAVE KEN NDTEO ON THE
SURVEY. IF AN".
2. "ROPERTY CORNERS SHOIMI HEREON wERE
SET/FOUNU ON t;-Zt_os, U14LESS OTMER%SF_
SiH DINN
3. THE SURVEYOR t!AS NOT ABSTRACTED THE
LAND SHOV44 HEREON FCR EA•5ERENTS, RIGHT OF
WA?. RESTRICTIONS OF RECOR) WT•2C'i MAY'
AFFECT THE TITLE OR USE OF THE '.AK.
4. NO LNOERGIRCUND IMPROVEMENtS HAVE BEEN
LOCATED EXCEpT AS SH04N.
S. NOT VALID %WTHU LT THE SIGNATURE ANO ThI
DRI GNAL RAISED SEAL OF A FLOR!OA LTCEIISEO
SURVEYOR AND MAPPER.
I HAVE EKAMIW-0 THE F,I RAI COMMUNITY PANEL
NO 120284 0043 E DATED 4/17/95 AND FOUND
TINE MJIEC" ?ROPERTY APPEARS 'C LIE IN _OUSA,
AREA WrAIN 10C YEAR FLOOD PLAIN.
LLC!? rT NI *`IV n KPICH fIlf BASH DN SCNLIA.0 ;OL'NIY I
Fwl:) t—ll) 7-J1-os UCB,--
SCALE: 1 -30 —I—,`
APPRCVED BYI jL_—y
J06 NC Atf82'
DIN- 23.06' 40"
R-75.00'
LOT 91 L=30.25'
C8-S54.5.1'59"W
C-30,05'
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0' WAY UNE I/2 ItOu RqQpp AND CAP tra
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LAND tLAN'C'OR C.DEN0TE5 CAORJ ecArUt+a PAN
Ptn"AHETI'•' REMCN91 I'OhNMENI PC oc,,07E6 FCINT DI CUII ATUAE PGP
PETINANENT CGNIROL POINT w q{h o;n "V'NT w R/TERLLCrw FRCft$ FPN1' Or RC P) pTYPO
PE1T PLAT MfASII(ttD ' DCNo IiRi{ rAAVA%Af: ri
DLN01[5 MINT DI TAN4LNGY 7
FOUN7 TTPICM q/
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CONCRETEE CKW.OWALLCGC300twALK INr_
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POWT TAN L ZiP0'
JND R r RlD1USPO Nr .x .. ,9•ic: PCC P*Nr OT WRNS Y HEREBY CERTIFY. THAT THIS
BOUNDARY SURVEY, SUd:ECT T3. TW••
SURMEYOR 5 NOTES CONTAINED HEREON 14EET3 •THE O.
PPUCAOLE MINIAUAf TECHNICAL STANOA" SET FORTI-
2Y THE FLDRIDA BOARD OF
PlIc r SSIGNAL SURVEY RS" ANC WIAPPERS IN
Ch16.PTER FLPRIDA .ADMINISTRATIVE CODE PURSUANT ID
CHAPTER 4?2,
037. FLORIOA STATLI'F%" Zk va MIDI-
r
pN1 1st 2, ` SUN STATE SIDING
161 N. CYPRESS WAY • CASSELBERRY, FLORIDA 32707 • PHONE (407) 830-7778
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I ECTION 3A
EDGE BEAM
2" OPEN BACK ATTACHED
j TO FRONT POST W/
00 x. 1-1/2" S.M.S. MAX. 6"
ROM EACH END OF POST
AND 24" O.C.
FRONT WALL GIRT
2" OPEN BACK ATTACHED
TO FRONT POST W/
910 x 1-1/2" S.M.S. MAX. 6"
ROM EACH END OF POST
AND 24" O.C.
SCREEN, ACRYLIC & VINYL ROOMS
ALTERNATE CONNECTION:
2) #10 x 1-1/2" S.M.S.
HROUGH SPLINE GROOVES
IDE WALL HEADER
ATACHED TO 1" x 2" OPEN
IACK W/ MIN. (2) #10 x 1-1/2"
M.S.
IDE WALL GIRT ATTACHED 1
x 2" OPEN BACK W/ MIN. (3)
10 x 1-112" S.M.S. IN SCREW
OSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
ONCRETE W/ 114" x 2-1/4"
ONCRETE/MASONRY
NCHORS @ 6" FROM EACH
OST AND 24" O.C. MAX. AND
JALLS MIN. 1" FROM EDGE OF
ONCRETE
TYPICAL & ALTERNATE CORNER DETAIL
SCALE: 3" = V-0'
awrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER- DEVELOPMENT CONSUL TANI
P.O. BOX 214368. SOUTH DAYTONA. FL 32121
TELEPHONE' (386)767-4774
FAX: (386) 767.6W
3A-6
Q COPYRIGH12004
NOT TO BE REPRODUCED IN WHOLE OR IN PAR WITHOUT THL WRITTEN PERMI5SION OF LAWRENCE E. BENNETI, P.E.
SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS -
EDGE BEAM (SEE TABLES
3A.1.1 & 3A.1.2)
LW'FOR
I
UPRIGHT'H'
HEIGHT (h) 1x 2" MIN.
3-1/2" SLAB ON GRADE VARIES
OR RAISED FOOTING FOR
FOOTINGS SEE DETAILS TYPICAL
SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/
SOLID ROOF TYP. 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 SIZE
BEAM AND UPRIGHTS I I (SEE SECTION 7 FOR DETAILS) SEE
TABLES) w O.
H. ~ V SOLID
ROOF x w
NO
MAXIMUM ELEVATION
SLAB OR GRADE) P =
PROJECTION FROM BLDG. VARIES
VARIES LW = LOAD WIDTH 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 2-112' 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 TABLES 3A.1.3 4.
ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION:
100 -
1231 130 1 140 1 150 8
1 #10 1 #12 1 #12 TYPICAL
SCREEN ROOM SCALE:
3/16' = l'-0' Lawrence
E. Bennett, P.E. FL # 16644 CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
O. BOX 214360, SOUTH DAYTONA. FL 32121 TELEPHONE: (
386) 761a774 FAX:
1386) 767.65% n3A-
2 COPYRIGHT20W
NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E
SCREEN, ACRYLIC & VINYL 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
r
2" x 2" OR 2" x 3" HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
W/ MIN. (3) #10 x 1-1/2"
S.M.S. IN SCREW BOSSES
TYPICAL UPRIGHT DETAIL'
SCALE: 3" = 1'-0"
SECTION 3A
RISER PANELS ATTACHED PERICHAPTER7
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. FL # 16644
CIVIL ENGINEER -DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767-4 74
FAX: (386) 767.6556
COPYRIGHT 2004
PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 3A-7
SOLID ROOF PANEL PRODUCTS
RIDGE CAP
8 x 9/16" TEK SCREWS @
PAN RIBS EACH SIDE
ULK ALL EXPOSED SCREW
HEADS & WASHERS
18 x 1/2" S.M.S. (3) PER PAN
AND (1) AT PAN RISER
ALTERNATE CONNECTION:
8 x 1-1/4" SCREWS (3) PER
PAN INTO BEAM THROUGH
BOXED END OF PAN AND
HEADER
WHEN FASTENING PANELS
IR PANS TO WOOD PLATES
SCREWS SHALL HAVE A
INIMUM EMBEDMENT OF 1'
ULK ALL EXPOSED SCREW
HEADS & WASHERS
FOR COMPOSITE ROOFS:
10 x (t + 1/2") S.M.S. Wi
1-1/4"0 FENDER WASHERS
@ 12" O.C. (LENGTH =
PANEL THICKNESS + 1")
ROOF BEARING ELEMENT
SHOWN) AND 24" O.C. @
4-BEARING ELEMENT (SIDE
WALLS)
PAN ROOF ANCHORING DETAILS
C7
ROOF PANEL TO BEAM DETAIL
SCALE: 3" = 1'-0"
i
SECTION 7
SEALANT
PAN HEADER (BREAK -
FORMED OR EXT.)
HEADERS AND PANELS ON
BOTH SIDES OF BEAM FOR
GABLED APPLICATION
PAN OR COMPOSITE ROOF
PANEL
8 x 112" S.M.S. (3) PER PAN
ALONG PAN BOTTOM
FOR PAN ROOFS:
3) EACH #8 x 1/2" LONG S.M.S.
PER 12" PANEL W/ 3/4"
ALUMINUM PAN WASHER
ROOF PANEL
PER TABLES SECTION 7)
SUPPORTING BEAM
PER TABLES)
ROOF PANEL TO BEAM FASTENING DETAIL
SCALE: 3" = V-0"
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA. FL 32121
TELEPHONE: (366)767J774
FAX: (356) 767-6556
COPYRIGHT 200/
PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7-21
SECTION 7 SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
8 x 1/2' S.M.S. SPACED
EXISTING TRUSS OR RAFTER @ 8" O.C. BOTH SIDES CAULK
ALL EXPOSED SCREW HEADS
10 x 1-1/2" S.M.S. OR WOOD v
WOOD SCREW (2) PER
RAFTER OR TRUSS TAIL (' _' • ''''
10 X 3/4" S.M.S. OR WOOD a
SCREW SPACED @ 12" O.C. ROOF PANEL
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = V-0"
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED
OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES CAULK —
FOR MASONRY USE
ALL EXPOSED SCREW HEADS
t
1/4" x 1-1/4" MASONRY
ANCHOR OR EQUAL @ 24" O.C. :: t'.i' '
FOR WOOD USE #10 x 1-112' Z.
4 W
S.M.S. OR WOOD SCREWS @
12" O.C. — ROOF PANEL
ROOF PANEL TO WALL DETAILI
SCALE: 3" = l'-0'
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.
ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
1100-1231 130 140 150
8 1 #10 #12 #12
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214365, SOUTH DAYTONA. FL 32121
TELEPHONE: (396)7574774
FAX. (366) 76746M
PAGE
CQ COPYRIGHT 2004
7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A
Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions
For Screen or Vinyl Rooms
For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever)
Aluminum Alloy 6063 T-6
x 2" x 0.044" 2" x 2" x 0.055"
Load
Width (ft.)
Max. Span'L'/ (bending'b' or defleclion'd') Load
Width (ft.)
Max. Span 'L' / (bending'b' or deflection'd')
1 & 2 Span 3 Span 4 Span
Max.
Cantilever 1 & 2 Spanp 3 Spanp 4 Spanp
Max.
Cantilever
5 5%1" d 6'-3" d 6%4" d 1'-0` d 5 5'4` d 6'-7` d 6%9' d I'- I" d
6 4'-9" d 5%10" d 5'•11" b 0'-11" d 6 5'-0" d 61" d 6'4" d 1'-0" d 7
4'-6" d 5'-7" d 5'-6" b 0'.11" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8
4'4" d 64" b 5'-1' b 0'•10" d 6 4'-7" d V-8" d 5'-7" b 0'•11" d 9
4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'•5` d 5'-5" d 5-3" b 0'-10" d 10
4'-0" d 4'-9' b 4'-7" b 0'-10" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11
3'-11" d 4'-6" b 4'4` b 0' 9" d 11 4' 1" d 4' 11" b 4'-9" b V-10" d 12
3'-9" d 4'4` 0 1 4'-2" b 0'-9" d 12 3'-11" d 4' 9" b 4'-7" b 0' 10" d 3"
x 2" x 0.045" 3" x 2" x 0.070" Load
Width (
ft.) Max.
Span V / (bending'b' or'deflection'd') Load Width (
ff.) Max.
Span'L' / (bending 'b' or deflection'd') 1 &
2 Span 3 Span 4 Span Max.
Cantilever
1 & 2 Span 3 Span 4 Span Max.
Cantilever
5
5'-8" d 7'-1' d 7'-2" d 1'-2" d 5 6-5" d 7'-11" d 8'-1` d 1'-3" d 6
5'1" d V-8" d 6'-9" d T-1' d 6 6'-0" d 7'-5" d T-7" d Y-2" d 7
5'-1" d 64- d 6'-5" d 1'.0" d 7 5'-9" d 7'-1` d 7'-3" d 1'-2" d 6
4'•11" d 6'-0' d 6'-2" b 0'•11" d 8 5'-6" d 6'-9" d 6-11" d 1'-1" d 9
1 4'-8" d 5'-10" d 5'-9" b V-11` d 9 5'-3' d 6'-6" d 6'-8" d 1'-1" d 10
1 4'•6" d 5'•7" d 5'-6` b 0'•11' d 10 5'-1" d 6'-3' d 6'-5" d 1'-0" d 11
4'-5" d 5' 5- b 5'•3" b 0'-10" d 11 4'•l1" d 6'-1" d 6'-3" d 0'-11" d 12
4'-3" d 5%2" b 5'-0" b V-10" d 12 4'-9" d 5'-11" d 5'-11' b 0'-11" d x3"
x 0.045" 2" x 4" x 0.050" Load
Width (
ft.) Max.
Span 'L' 1(bending 'b' or deflection'd') Load Width (
ft.) Max.
Span 'L' / (bending W or deflection'd') 1 &
2 Span 3 Span 4 Span Max. Cantilever
1 & 2 Span 3 Span 4 Span Max.
Cantilever
5
7'-1" d 8'-9" d 8'-9' b 1'-5" d 5 g'-2` d 11'4" d 11'-2" b 1'-10` d 6
6-8" d 8'-3" d 7'-11" b 1'-4" d 6 V-6` d 10'•7" b 10'-3" b 1'-g" d 7
6'-0" d 7'-8" b 7'-5" b 1'-3" d 7 6'-2" d 9'-9" b 9'-5" b 1'-8" d a-
6'-1" d T-2" b-6-11"Ift 1'-2" d 8 T-10- d 9'-2" b V-10" b 1'-7" d 9
V-10" d 6'4" b V-6" b 1'-2" d 9 7'-6` d 8'-8" b 8'4` b 1'-6" d 10
5'-7" d 6'-5" b V-2' b 1'-1' d 10 7'•3" d 8'-2' b 7'-11` b 1'-5" d 11
5'-5" d 6--1" b 5'•l1" b 1'-1" d 11 6-11" b T-10" b 7'-7` b T-5" d 12
5'-3" b 5'•10' b 5'-8" - b 1'-1` d 12 6'-8' b 7'-6" b 7'-3" b 1'-4" d Notes:
1.
Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection
to the above spans for total beam spans. 2.
Spans may be interpolated. Lawrence
E. Bennett, P.E. FL # 16644 CIVIL
ENGINEER . DEVELOPMENT CONSUL TAN7 P.
O. BOX 214366. SOUTH DAYTONA. FL 32121 TELEPHONE. (
366) 767AT7A FAX: (
366) 767-6556 PYRIGMT
2604 PAGE
T
TO SE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 1
SECTION 7 1 SOLID 'ROOF PANEL PRODUCTS
Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads
Elite Aluminum Corporation
Statewide Product Approval #FL1049
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 Fnam Cnre F P S $1 nansify
0—
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang I
Cantilever
All
Roofs
1&2
span 1 3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 21'4" 23'-10" 23'4" 20'4" 22'-9" 21'-11" 15'-l" 17'4" 16'-3" 4'-0"
110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 15'4" 14'-10" 4'-0"
120 MPH 20'4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0"
123 MPH 19'-6" 21'-10" 21'-l" 15'-11" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0"
130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0"
140 MPH 12'-4" 13'-9" 13'-3" 12'4" 13'-9" 13'-3" 10'-3" 11'-6" 1 11'-1" 4'-3"
150 MPH 12'4" 13'-9" 13'-3" 1277" 13'-9" 13'4" 9'-6" 10'4" 1 10'4" 3'-11"
3" x 48" x 0.030" Panels Foam Core F_P_S_ !N nansily
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang /
Cantilever
All
Roofs
18,2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26-8" 25'-9" 18'-8" 20'-10" 20'-2" 4'-0"
110 MPH 24'-11" 27'-11" 27'4" 21'-11" 24'-6" 23'4" 16'-2" 19'-3" 18'4" 4'-0"
120 MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-l" 14'-8" 17'-8" 15'-10" 4'-0"
123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'-4" 16'-0" 15'-6" 4'-0"
130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 135'-2" 14'-8" 4'0
140 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 12'-8" 2" 13'-8" 4'0"
150 MPH 14'-5" 16'-2" 15'7" 14'-5" 16'-2" 15'-7" 11-2" 14 12-9 4'0"
4" x 45" x 0.024" Panels Foam Core E_P_S_ 91 nensify
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
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
100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 4'-0"
110 MPH 23'-5" 26-2" 25-3" 20'-6" 22'-11" 22'-2" 15'-l" 18'-0" 17'-5" 4'-0"
120 MPH 22'-3" 24'-11" 24'-1" 19'-l" 21'-4" 20'-7" 13'-9" 15'4" 14'-10" 4'-0"
123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 1 20'-9" 20'-0" 13'-5" 14'-11" 1 14'-6" 4'-0"
130 MPH 19'-9" 22'-l" 21'4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'0"
140 MPH 13'-6" 15'-l" 14'-7" 13'-6" 15'-l" 14'-7" 11'-3" 13'-3"4' 4'0"
150MPH 13'-6" 15-1" 1 1" 2' 4'-0"
w, x an', x u-u3u-- Paneis Foam Cora F P S C7 nansify
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang /
Cantilever
All
Roofs
1 &2
span
3
I span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 26'-11" 30'-1" 29'-l" 25'-8" 28'-9" 27'-9" 20'-l" 22'-5" 21'-8" 4'-0"
110 MPH 26'-11" 30'-l" 29'-l" 23'-8" 26'-5" 25'-0" 18'-7" 20'-9" 20'-l" 4'-0"
120 MPH 25'-W 28'-9" 27'-9" 21'-11" 24'-7" 2379" 15'-10" 19--1" 18'-5" 4'-0"
123 MPH 24'-8" 27'-7" 26'4" 21'4" 23'-11" 23'-1" 15'-5" 18'-0" 1 17'-11" 4'-0"
130 MPH 22'-9" 25-5" 24'-7" 20'-1" 22'-5" 21'-8" 14'-7" 17'-5" 15'-9" 4'-0"
140 MPH 15'-7" 17'-5" 16'-10" 15'-7" 17'-5" 16'-10" 13'-8" 15'-3" 14'-9" 4'-0"
150 MPH 1 15'-7" 17'-5" 16'-10" 15'-7" 17'-5" 16'-10" 12'4- 14'-2" 13'4" 4'-0"
IYviti. I vial roof panei wiOm = room wiam + wall widm +
Lawrence E. Bennett, P.E. FL # 16644 "" ILE
CIVIL ENGINEER- DEVELOPMENT CONSULTANT Elite Aluminum Corporation
P.O. BOX 214368, SOUTH DAYTONA. FL 32121
TELEPHONE: (386) 767-4774 Panel VrOducU 1801 N.W. 64th Street
FAX: (386) 767-6556 Ft. Lauderdale, FL 33309
Tel: (954) 491-3700 Fax: (954) 491-1433
PAGE
COPYRIGHT 2004
7-34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
NOW P'!3 010 ATTORNEY
Date; Z 17 - O(o
I hereby name and appoint
of SUVl SrFrM S1 D IW--> 1-iG to be my lawful attorney
in fact to act for me and apply to the S19"foRV
Building Department for a scftm Pf) 0 permit
for work to be performed at a location described as:
Section Township Range Lot ' 4_ Block
Subdivision BIKUS CRoS5UAG PHast Z-
3 Zb L• g i Vi us b WR7r
Address of Job)
PMPP 14OLLIS CH ILO I2,SS
Owner of Property and Address)
and to sign my name and do all things necessary to this appointment.
QL U
or Pri name of
T
Signature of Cart
ified Contractor
ad Contractor
The foregoing instrument was acknowledge before me this 1_/ 66
by
who is or onally know to me/who produced
as identification and who did not take oath.
State of Florida County of SE-H I )A OW
Commission #
Notary)
My Commission Expires:
1/92 " Carol Jerome
20`,.
u:
Commisrion DD12E539
c EzpiM J* 25. 2W6
Bouded Thiv
M1aIIUC 10Aftg CO. tIkL
11111 II1I1I 1111111111 II 11111 ill 111111111111111111111111111111
This Instrument Prepared By:
Name: Po aiAu7 6. 6E%55Lt-R
Address: Ib) 5 ETWesS- wf
CASSCL.911QU / FL 37-707
Permit No.
STATE OF LO (Z i V M .
COUNTY OF $FM )VaOL.I`
19HRYH NEBMORSE, CLERK OF CIRCUIT COURT
SkMINt LE IXIUNTY
V 06 31 Pq 0617; (ipg)
CLE , S # 2006028945
RECORDING FEES 10.00
RECORDEM & HMiCY No.
E ,Ao\ED MCosE
NOTICE OF COMMENCEMENT
MP`R nNfaS i Fox
THE UNDERSIGNED herby gives notice that improvement will be made't
property, and in accordance with Chapter 713, Florida Statues, the
information is provided in this Notice of Commencement.
7C011
1. Description of property: (legal description of property, and street address ifWr90BAK-ztzS available)
3Z6 Lus1.rANo wpyC-20Sslk:,
FWWSE Z
2. Generally description of improvement:
3. Owner information
a. Name and address: HNIJA
1
6(412LO-S No LI-IS CN I LVA LS S
b. Interest in property: 0 ,,,jf,e,
C. Name and address of fee simple titleholder (if other than owner):
NA
CO.Contractor: (name and address)
Sum . SI-QTI' 15101"G NL
5. Surety
16) V1. Gyprzf-S5 N4Vq3z'2d7 a.
Name and address: b.
Amount of bond $ N
P) 6.
Lender: (name and address) 300K
OF Ay-ttroc.e4 7.
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, Florida Statutes: (name and address) 8.
In addition to himself, Owner designates the following person(s) to receive a
copy of the Lienor's Notice as provided in Section 713.13(1)(b).Florida Statutes: (name and address) 9.
Expiration date of notice of commencement (the expiration date is 1 year from the
date of recording unless a different date is specified) Q +
una 4gWChi d*-e ss Signature of
Owner) (Print Owner's Name) Owner's
Address: 3Z6, La S : T'J43b wAy The foregoing
instrument was acknowledged before me this_, _/ '2 0 / C(p by affQ. 41I15-
ON 1a'&-ho is personally known to me/who produced Dclyer5 Ltccn94
as identification and who did not take an oath. 7't
FloridaCounty
of 5Gn.;rAC- Commission llDDO'1(a S99 My Commission Expires:
Notary) All Information
Must
Be Typed or Printed LgK00& , (11=rj[;4/1L SE/iL to Comply With
Recording b Requirements: : AN": Tr: II GE ISSLER a o: M) : .!!
S !Gti EXPIRES T "AltC:! 18,
2006 f` 4,ii35I-,)
k #DD 076599