HomeMy WebLinkAboutSUBMITTED PAPERSCERTIFICATION:
This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a
certificate of capacity, if applicable, for the permitted work.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU
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 TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO
ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO
DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE
PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A
CONDITION PRECEDENT TO THIS PERMIT
1. I the Contractor / Owner Builder hereby certifies that the components being used, fastener type, and fastening pattern meet
all the proper design pressures for the structure located in the designated wind zones set by the county, along with
applicable tables 1606.2A, 1606.2B, 1606.2C, and 1606.21) of chapter 20 of the Florida Building Code and the Engineering as
submitted, and takes full responsibility for complying with the submitted calculations of the design pressures
of the structure being permitted.
2. I further certify that all the foregoing information is accurate, that no work or installation has -commenced prior to the
issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and
zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not
otherwise included with this building permit application.
3. I , the Contract O r Builder, have verified that the existing foundation meets the requirements f the Engineer of
Record and/is' eq a condition to withstand the uplift and weight of the aluminum stru re and structure will not
exceed the fint the structure that was in existence prior to removal by the storms. i/
SIGNATURE
STA1 E OF FLWDA
CO OF St Lucie
The foregoing instrument was acknowledged
before me thisc";Oday of NJOlr , 20�U by
, who is personally
known to me or who has produced
�.. as identification.
Signature of Notary
1 N Kevin J Siewer4
(SEAL) +. my commission DD354413
Expires October 29.2008
IMPORTANT NOTICES:
ATURE
STATE OF FLORIDA
COUNTY OF St Lucie
The foregoing instrument was acknowledged
before me thisc � day of ►emu V 20 ` , by
, who is personally
known to me or who has produced
as identification.
ignature of Notary
(SEAL) '' K" J Swn"
• • My commission W354413
Expires October29, 2008
• TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS
BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS
APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION.
• ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL. COPIES, FAXES, OR STAMPED
REPRODUCTIONS ARE PROHIBITED.
• WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER
NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
OFFICE USE ONLY:
Date: 1 i Q Fee Due: Receipt# Permit #�
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
s St. Lucie County Building and Zoning
2300 Virginia Avenue
•�t� Ft. Pierce, FL 34982-5652
�t
!3,y 772-462-1553 �UCia county
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: 2409 Elizabeth Avenue Ft. Pierce, FL 34982
2. S/DNAME: Fleetwood Acres SITE PLAN NAMr:
3. PROPERTY TAX ID #: 2428-604-0037-000-2
4. LEGAL DESCRIPTION (attach extra sheets if necessary):
Fleetwood Acres BLK 3 LOTS 1&2".
5. PLAT 6. PAGE 7. BLOCK 8. LOT
BOOK 10 NO. 7;, 78 NO. 3 NO. 1&2
9. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS
77
10. SETBACKS (ACTUAL) FRONTAL BACK:/� RIGHT SIDE LEFT-SIDE:
11. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
TYPE OF CONSTRUCTION
N=New
A= Addition
R = Rebuild
SG = Slab on Grade
SR = Raised Slab
WD = Wood Deck
DIMENSIONS
SQUARE FEET OF
CONSTRUCTION
❑ SCREEN ROOM
❑ NEW ❑ EXISTING
X
❑ CARPORT/PATIO ROOF
❑ NEW ❑ EXISTING
X
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
❑ SUNROOM
❑ NEW ❑ EXISTING
X
❑ SHED
❑ NEW ❑ EXISTING
X
X POOL ENCLOSURE
N
❑ NEW RiX EXISTING
41 X 24
984
❑ M H ROOF OVER
❑ NEW ❑ EXISTING
X
❑ POOL FENCE
Linear feet
❑ ROOF SYSTEM OVER
EXISTING ACCESSARY STRUCTURE
❑ NEW ❑ EXISTING
X
❑ OTHER:
❑ NEW ❑ EXISTING
X
TOTALSQUARE FEET OF CONSTRUCTION
12. VALUE OF CONSTRUCTION: $ 7 9 .00 �033.49
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to
question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with
similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted
PRIOR TO FIRST INSPECTION.
SLCCDV Form No.: 001-02 Rev. 8116106 dnig
OWNER INFORMATION
NAME: T, Diana Wa 1 kar
ADDRESS: 2409 Elizabeth Avenue
CITY: Ft.Pierce
STATE: FL
ZIP 34982
PHONE (DAYTIME): QL2 460-6619 email:
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME): L�
CONTRACTOR INFORMATION
STATE OF FLORIDA REG./CERT #:
BUSINESS NAME: Pioneer Screen Co.
QUALIFIER'SNAME:Michael J Newman
ADDRESS: 1682 SW Biltmore ST
CITY: Port St Lucie
PHONE (DAYTIME):
ARCHIT/ENGINEER: _
ADDRESS: 19 5 0 NE
CITY: Williston
72)340-4393
BDO, Inc
170th Ave
ST. LUCIE COUNTY CERT #: 4 6 2 3
Inc II
STATE: FL ZIP 34984
FAXNO. 772 340-4626 email: pioneers creen@msn. com
STATE: FL
ZIP 32969
PHONE (DAYTIME): 3( 5 2) 5 2 9— 0 0 8 0
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR
ROOFING, ELECTRIC, PLUMBING, AND HVAC
ZONING REQUIREMENTS
All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks
including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan.
❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for
inspection verification. ( not required for construction unrelated to storms)
ZQNIl�TG T
F Fe
SECTION
�
TOWNSHIP
.�G
RANGE
1���
MAP NO.
9 w ,v,
Additional
Yes
ZONING
LAND USE
/
LOT CVG %
Permits
no
,
w
REPORT
CODE
BIMS FEE
MISC FEES
$
TOTAL FEES
BT7ILDING
&„ZONING,RE�IEW
F
REVIEWS
ZONING
ZONING
PLANS
MISC.
VEGETATION
REVIEWED BY
EXAMING
DATE
COMPLETE
INITIALS
PLAN RE1.- 1. M SPECIFICATION CII) XLIST
PLEASE PROVIDE ONE OF THE FOLLOWING:
❑ 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license.
❑ 2 Sets of Detailed Plans: Designed in accordance with either AAF Guidelines or another approved Engineer's Manual.
❑ 2 Design Checklists from an Engineer's Manual (if applicable), completely filled out with original, and approved signatures
affixed thereon.
❑ I choose to use the approved County Aluminum Plans and Specifications for this project and will not need to comply with
(I) below.
(I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT
APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF
A SUBMISSION.
• All plans and specifications must follow the checklist if using an Engineer's Manual and checklists may apply from multiple
chapters.
• All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x 11" or larger.
• All relevant tables & details, if using an Engineer's Manual, must be properly highlighted and must match design checklists
& drawings.
• The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified
thereon.
• All elevations must be shown, including 01 wall detail, dimensions and all material must be sized and identified.
• All primary and secondary carrier beams, spans, spacing gauges must be shown [Example: 2" x 8" x .072"].
• All methods of fastening or other details which are relevant to the design must be identified on the Plans.
• All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"].
• All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must -be
sized and identified.
• All ridge beams and super gutter or fascia attachments must be identified.
• All roof pans or composite panels, with gauges and spans, must be sized and identified. =
• All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications.
• All light metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 2004, Chapter 20,
section 2002.
• Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self -catching
gates with picket spacing.
(II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE
REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS:
(A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" component
highlighted and with fasteners and design pressures, per FBC 1714, clearly identified.
(B) 2 electric schematics, in accordance with the N.E.C., if applicable.
(C) Design pressures, per Table R 301.21(2), identified on the openings of all Plans.
(III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA
SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE.
(IV) SUNROOMS (as defined in R202 or FBC1202.1) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE
ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMAINPEA/NSA21-00.02 AND MEET THE
FOLLOWING ADDITIONAL ITEMS:
(1) The designer or engineer will state on all Plans, which Category of Design {3.1.2] will be used, inclusive of the definition.
(2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy
calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of
Florida Building Code.
(V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS
(Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE:
(a) A 4'h wall or a -current, signed original manufacturer's attachment approval letter which includes the model number, serial
number and current owner's name and street address.
(b) Thatxhe complete guide to H.U.D. specifications be strictly adhered to.
(c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall
assume full responsibility for both structures' integrity by site specific documentation.
NOTICE OF COMMENCEMENT
STATEOF_ FLORIDA
� 0*3 6
COUNTY OF: FL� �_ q..
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter
713, Florida Statutes, the following information is provided in this Notice of Commencement.
Description of property: (legal description of property, and street address if available)
General description of improvement: I —(��'"�o�
3. Owner information:
a. Name and address:
C. Name and address of fee simple titleholder (if other than owner):
4. Contractor. (name and address) Pioneer Screen Co., Inc. II
a. Phone number: 772 340-4626
5. Surety: a.
b.
Name and address:
Phone number.
6. Lender: (name and address):
a. Phone number.
Interest in property:
1682 SW Biltmore Street
Port Saint Lucie, FL 34984
c. Amount of bond $
7. Persons with 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 one (1) year from the date of recording unless a different
date is specified)
This Space for Clerk's Use Only
EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT
SAINT LUCIE COUNTY
FILE # 2967289 11/21/2006 at 03:11 PM
OR BOOK 2705 PAGE 2134 - 2134 Doc Type: NC
RECORDING: $10.00
(signature of owner)
Swom to and subscribed before me
z r
this d of
NOTARY PUBLIC
Kevin J SWMA
My Commissm
ov
e� or a Expires October 29. 20"
RESIDENTIA LICOMMER CIA L BUILDING PERA;"T CHECKLIST
Site Location:.�9,..
Permit Number: ' f
..
Technician: .._ .
General:
Application completely filled out with notarized signatures
r°/ Yes r r
Sub Summary List with contractors' names and county & state
r Yesr
No
r N/A
_ certification numbers
No _
N4--
_
Sub Agreements with original signatures
r
r
Owner Builder Affidavit
Yes
r C"
No
a1N- A -
Owner Builder Electric Affidavit
.Yes
r
No r
Filled Land Affidavit.
Yesr
r'
No r
)-
Geo,or recorded warranty deed
Yesr
r
No ('
r
__ cord�d-Notce of_Commencement
1- Yes [-
No
N/A
Utility Agreement or Payment Receipt
Yes `
f" r
No r-
N/A
Vegetation Removal Permit
Yes
r
No f-
N7*
Non Conforming Lot of Record
F-
Yes
1-
No C"
Yes r
No r
N4A--
Plans Calculations &Attachments 3 co ies commercial12 residential
Complete set of -plans with engineer/architect raised seal
: Yes .[-
No' r
Truss plans reviewed and approved by engineer/architect
r. r_-
r
N/A
Landscaping and parking plan
Yes
r
No,
3 Copies of approved site Tans
Yes r
r r
No
r
_
2 Sealed surveys r plot plans ith dimensions, finished floor
elevation
Yes
r Yes
No
No r
1
a setbac
N/A
Health Department approval stamped on survey and floor plan
r
Health Department food establishment permit stamp on floor plan
Yes
r r
No
r
Manual J or Manual N calculations
Yes
r
No
--
Nht—
Signed Energy Calculations
Yesr
No r"
1
Sealed Wind Load Compliance Certifica '
lion
r
Yesr
r
No r
Product Review Affidavit
Yesr
No r
N�A
r Yesr
No
t
Page 1 of 2
RESIDENTIALICOMAJERCIAL BUILDING PERMIT CHECKLIST
Site Location:
Permit Number:
Technician: 7-
Other:
Health Department permit paperwork
CD for Fire Department if commercial or multi -family
DEP, SFW'MD or Army Corp of Engineers — —
Pool Barrier Affidavit
Ground sign landscape affidavit
Burn rate for sign cabinets
R V and Mobile Home Tie Down Only (2 copies)
Permit Worksheet (Tie -down diagram)
Manufacturer set-up and installation manual
Manufacturer blocking diagrams
Signed penetrometer test 0 copy)
Stair details
Mobile home inspection report for relocation
Copy of Title for relocation
Class A approval from Growth Management
Comments:
r
/N/A
N/Ar/A/A/A
/YesN/A
r
Yes
r
o
r
N/A
r
Yes
r
No
N/A
r
Yes
No
N/A
r
Y
t-
No
N/A
Yes
r'
No
r
N/A
r
Yes
C'
No
r7
N/A
r
Yes
f-
No
N/A
r
Yes
r'
Nor
N/A
y.
� J
Name:
Si nature:
Date
Reset
Clear Form
PaoP') n'rl
Property Appraiser - St.Lucie C'_ollnty, FL
Page 1 of 1
Diana L Walker Record: 1 of 1
Property Identification
Site Address:
2409 ELIZABETH AV
Sec(Town/Range:
28 :35S :40E
Map ID:
24/28N -
Zoning:
RS-4
Ownership and Mailing
Owner: Diana L Walker
Address: 2409 Elizabeth Ave
Fort Pierce FL 34982-6497
Sales Information
Date Price Code Deed
3/1/1981 42500 00 CV
r
PROPERTY RECORD CARD
«Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
,��,UCIE CO
ParcellD: 2428-604-0037-000-2
Account #: 32465 h
Land Use: SF Res.
City/Cnty: ST. LUCIE COUNTY
Legal Description
FLEETWOOD ACRES BLK 3 LOTS 1 AND 2(0.38 AC) (OR 350-2549)
Assessment Final
Book/Page 2006 Val:
123500
0350/2649 Assessed:
49038
Ag.Credit:
0
Exempt:
26000
Taxable:
23038
TotalTax:
461.22
BUILDING INFORMATION
Total Land and Building
Land Value: 78000 Acres: 0.38
Building Value: 45500
Finished Area: 1288 SgFt
I oPy
E �
7
Exterior Features
View:
RoofCover:
TG - Tar & Gravel
RoofStruct:
GA - Gable
ExtType:
HD -HD
YearBlt:
1958
Frame:
-
Grade:
D - D
rffYrBlt:
1977
PrimeWall:
BP - Conc Block
StoryHght:
0010-1 Story
No.Units:
1
SecWall:
Interior Features
BedRooms:
2
Electric:
AV - AVERAGE
PrmintWall:
PN - PN
FullBath:
1
HeatType:
-
AvgHt/FI:
STD
1/2Bath:
0
HeatFuel:
-
Prm.Flors:
CU - Carpet
%A/C:
0
%Heated:
0
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type
Y/S Qty. Units
Qual. Cond.
YrBlt. No. Land Use
Type
Measure
3CHT - 3CHT
S 1 0000000001
AV AV
1977 1 0100-SF Res
215 -Front Ft
126.84
SDSF - SITE DEV S-F
Y 1 1
AV AV
2001
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
Depth
130
http://www.paslc.org/prc.asp?prclid=242860400370002 11 /21 /2006
� -7 4' 0?11 Building
Code Compliance Division Receipt
2300 Virginia Avenue
Ft Pierce, Fl- 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
http://stiucieco.gov/ce
Date: 08 February 2007
Job Address: 2409 ELIZABETH AVE
Received By: goycochb
Paid With: CK
Paid By: PIONEER SCREEN
Receipt#: 0000050897
'ennit Number: SLC- 0611-0359
Amount: $80.00
�redit Card Number:
Check Number: 46690
Sign:
Code Compliance Division Review Comments
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522 Page 1
hftp://stiucleco.gov/ce
PROPERTY INFORMATION
` Address:
2409 ELIZABETH AVE
Unit # :
City / State / Zip;
FPR
Parcel # :
2428-604-0037-000/2
Zoning:
RS-4
APPLICATION INFORMATION
Permit Number:
0611-0359
Activity Type:
Addition
Permit Type:
Pool Enclosure
FL 34982
Jurisdiction: St. Lucie County
Lot # : 1 Block: 3
CONTRACTOR INFORMATION
Contractor Name: NEWMAN MICHAEL J
Business Name: PIONEER SCREEN COMPANY INC II
Business Addr: 1682 SW BILTMORE ST
Owner(s):
Diana L Walker
Application Type: Building Permit w/o subs
Other Activity:
Stories: 1
Automatic Sprinkler System? ❑
City / State / Zip: PORT ST LUCIE, FL
REVIEWS AND COMMENTS
Review Type Status
Front Counter Review Complete
Fax Number 772-340-4626
Reviewed By Date Started Date Complete Date Released
Barbara Counsellor 11/21/2006 11/21/2006
Plans Examiner Review Incomplete Kathy Cicio 11/28/2006
11/28/2006 1 Comment THESE PLANS REQUIRE SHOP DRAWINGS TO BE SIGNED & SEALED BY ENGINEER DOUGLAS
DOWDY PER: GENERAL NOTE 5 C
Zoning Review Complete
Kathy Cicio 11/28/2006 11/28/2006
r,�
TRANSMISSION VERIFICATION REPORT
TIME 11/28/2006 03:28
NAME
FAX 4622885
TEL
SER.* SR0M5J411427
DATE DIME
11/28 03:28
FAX NO./NAME
93404626
DURATION
00:00:19
PAGE(S)
01
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SETBACKS, LOCATIONS d CITY SEWER & WATER AVAILABILITIES TO BE VERIFIED BY CONTRACTOR'
❑ - PLOTPUW &TOPO SURVEY BOUNDMY SURVEY ❑ - FORM BOARD SURVEY *- A&WLT SURM O - B". MEA=MED O . ELEv ARE N.a.vm, izm wTA
LEGEND: D = D® C = CAMULATED X = E70ST1NO GRADE PRO. - PRORATION DISTANCE M = MEASURED DISTANCE P = PLAT DISTANCE
RCP_ = PERMANENT CONTROL POINT P-R.M. = PERMANENT REFERENCE MONUMENT ELEV. = ELEVATIONS. CONC- = CONCRETE
MON. - MONUMENT CA. - CENTERUNE FNO. - FOUND N.G.V.D. - NATIONAL GEODETIC VERTICAL DATUM FF. -FINISHED FLOOR
W W - RIGHT OF WAY P.C. - POINT OF CURVE PR.C. - POINT OF REVERSE CURVE P.I. -POINT OF TANGENT C.M.P. - CORRUGATED METAL PIPE
C = CHORD CB = CHORD BEARING
BEARINGS HFAEQN�RE dEEEBREQTO AN ASSUMED VALUE OF NORTH FOR 'THE WEST
R/VV LINE OF LJ 1 11 J I tttt L , SAID BEARING IS IDENTICAL WITH THE PUT OF RECORD.
NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHT-0WAIAY OF RECORD.
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NOTE: ALL BEARINGS AND DISTANCES ARE P&M UNLESS OTHERWISE STATED o o
NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BV THIS OFFICE FOR ACCURACY OR OM ♦- p
NOT VAUD WITHOUT HTE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A LICENSED FLORIDA SU R D MAPPER. ADDITIONS II n Q 1
OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THEN THE SIGNING PARTY OR PARTIES IS PR IR VYITHOUT WRITTEN C % 0 Nl
CONSENT OF THE SIGNING PARRY OR PARTIES. = M O Y I
THIS SURVEY SUBJECT TO EASEMENTS & ALL OTHER MATTERS OF Z a: O
RECORD AS RECORDED, WHETHER SHOWN ON SURVEY OR NOT. !z O
THIS SURVEY NOTTO BE USED FOR FENCE INSTALLATION, GEORGE M. AYLOR, W O m
Z
SPRINKLER SYSTEMS.
PRO ER PROPERTY unI1T1E5 WITHOUT REGISTERED LAND _ E3.ORIDA CERTIFICATE �1gOTs
SIGNATURE DATE: Vb W W
W
TA 0 E LL 0 ^
e
REVISIONS
1 /19/07
Sox XX.
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* "If the measurements on this drawing are changed
then the engmeermg is invalid and Double D Aluminum
Engineering must be contacted for a rension.
NOTE: DOOR LOCATION 15 NON-5TRUCT'JKAL.
THEREFORE CONTRACTOR MAY ADJU5T
DOOR LOCATION PER HOMEOWNER REQ`JE5T.
140 M.P.H.
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NECESSARY
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ORDER TO
COMptY W1TFl ALL APPUCA�j
DRAWN BY:
BRM WILKINSON
CHECKED BY:
SCALE
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DIAGONALROOF WIND BRA . PLAN
• BRACE REQ.
ALUMINUM SCREEN ROOF & WALL DETA_ I,LS ..,._�__ REVISIONS
2004 FLORIDA BUILDING CODE SECTION 2002
INCLUDING 2006 SUPPLEMENT TO THE F.B.C. - AN.1 2007
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w ° 3y" x 7" x .070 PLATE w/ 9
o ° 1 x 2 SCREEN CHANNEL w/ % x l" LAGS =�= 3" x3" x .070 C O #12 TEK �
° ° OR #12 x 2" TEKS 24" O.C. MAX. : y' ` SCREWS
° PLATE TOP & \`
° MAJOR CARRY -BEAM TO BE ONE BOTTOM ON
SIZE LARGER, THAN TRIBOUTSIDE OF 1x2
HOST STRUCTURE_ ///////////// U-CHANNEL L 2" SUPPORT BEAM & 2x2 CORNER.
` � DOUBLE E x.050 x BEAM FASTEN w/ (4) C
BRACE REQ. FOR SIZE ATTACHED Y4" THRU-EOLTw/NUT, \ • • I •
n #12 TEK 1X2 ATTACHES 70 CHAIRRAIL
WALLS WIDER TO WALL w/ (3) SCREWS
ELEV. ELEV. ELEV. ELEV. THAN 48' ° 2x2 CORNER POST w/
�" x 3" (5) #10 x 2" S.M.S. MIN. • • I • o
DIAGONAL WIND BRACING ROOF & WALLS CONCRETE c o OR MALE TO FEMALE
ROOF BEAM FRAME TO POST BOLTS
4"OTEKS TO 3" )3" x .070 PLATE TOP & BOTTOM w! SNAP
GABLE STYLE SAME 3 II 2x2x.090
ROOF PURLIN ;1 (8) #12 x /" TEK SCREWS 1" x 3" x 7" x .125 ANGLE w/ K BRACE • • • - ��sawr
ASY MANSARD METAL I o ' Qoowoo°+
2 x2 „^.` SUPPORT AND �F (9) #14 x 3/" TEK SCREWSaN�
> I WIND ii ``� POST SEE qM o w' �¢� n�rn0
LLJBRACE 9r( li ;rZ� (4) #12xTEK Sp POST SIZES GAN BE INCREASED UP TO THREE SIZES w/#10 TEK OR LAG SCREWS "aw�z -Z
TABLE SCREWS INTO qN @ 24" O.C. Wig;' ^, MkK_
to Lj
w i + 'I + BEAM #14 TEK SCREWS �g� K-BRACE PLATE DETAIL & ALT. 2 PIECE POST gag `, LL�aio '°
rl F 30.E I! �d0
� #10x2".S.M.S. @ 24 � _.;�'�=�. .- � W
O.C.MAX. EACH SIDE 1"x5"x10 x.125 ANGLE BRACING CLIP @EACH BEAM OR SUPER -GUT -TER BRACKET - 1 TRIBUTARY SUPPORT REQ. ON FLAT OR HALF POST LENGHTS O 3�6
NO WIND BRACE REQ. _ ¢ cnl BEAM MANSARD BEAMS ONLY� . FROMxTABLEE{ _,_r a 3 x .125 ANG E��� �D N
_ (1) Y4 x 3Yz° LAG @ 24° O.C.oc— ?ss' e— �4" (t) ».-� �z)"i2 x z Y° LAGS
a ¢ 2 x 2 x 2 x EACH ANGLE AND INTO 2x2 SCREEN ON EACH SIDE OF BEAM TEKS EACH 4
tl>p0 125" SUPER GUTTER x x CHANNEL wl (4) #12 x %" TEKS AND BRACING FOACIA UTTER TO t
U (K) BRACE ANGLE O O (2) y" x 2 Y2" LAG OR #14 x % x 2 Y"
SIDE-ELEV. O O 2" TEK @ EACH ANGLE °° LAG (2) IN
F=25'0" 2x2 SCREEN CHANNEL AL D FOR DOOR JAMBS & PURLINS O O SIDE INTO GUTTER THEN co EACH
I" .090 SPECIAL WIND BRACING DST STRUCTURE _ //!!/!/////// MAJOR O O (1) FASTENER 24" O.C. GUTTERBRACING
CARRY 2 x 2 x 1Y x .125 ANGLE @ (2) #12 x Y/ - TEKS @ THEREAFTER
I "x4"x2�" ANGLE CLIP MIN. (4) #12 TEK SCREWS UP O EACH POST SIDE EACH POST SIDE ANGLE ANGLE SHIM TO CORRECT FOR LL
J' w/ (4) #12 TEKS 2x8 BEAM & (7) #12 TEKS FO BEAM STRUCTURAL or SUPER GUTTER FACIA ANGLE IF NEEDED
r 2x9 OR GREATER BEAM. SCREW TRANSOM PANEL TO SUPER GUTTER O O W
3x3 EAVE RAIL PATTERN CAN VARY CARRY-BEAM4T0-BEAM CONNECTION 2x2 PURLIN ANGLED OR
FASTENED W/ (4) #10 X 2" POST n .� O
S.M.S. FROM WITHIN M -- 7 #14 x 2" TEK SCREW 24" O.C. FLAT
ROOF BEAM �� 6:. -- -- �� - 2x2 PURLIN ANGLED OR FLAT #1 x% TEKS w/ (4)
:f y' #10x e" TEKS Y/
CHAIRRAIL CHAIRRAIL i lx2 OR 2x2 FASTENED TO PURLIN SUPER
1x2 SCREEN CHANNEL ATACHED ATTACHED ° INTERNALLY w/ MIN. (2) #10x2" OR 3" S.M.S. i W O
GUTTER FASTENED w/ (2) #10 x 2" TO�i TO POST a OR U-CLIP 1x2x1x.050 w/ (4) #10x% TEKS. . {j� 0
S.M.S. FROM WITHIN POST 1" INTERNALLY' ='_ F? SUPER GUTTER INSERT SUPER
j POST & #10 x 2" S.M.S. 1 x�2" x 1" w/ MIN. OF FATTACH 2x2x.D40 PURLIN TO SELF- PURLIN TO S,U_ _&R'Gi =TIER 4.- - GUTTER O
24" O.C. ALONG i',' MATING BEAM w/ 2 #10 x 2" S.M.S. 2' 2" x 3" x .125 ANGLE
' x 050 (2) #10x2" �) (1) HOST STRUCTURE yr� INSERT 2x2 ALONG a
PERIMETER OR USE 1x2 " EACH 1/2 OF BEAM INTO INTERNAL �E . EX"I RUDED ))R 5 PER GUTTER—! ON EACH SIDE OF GUTTER w
"= U-CLIP S.M.S. INTO �j
PERIMETER SNAP CHAN. w SCREW GROOVES OR 2 x 2 x .125" "� BEAM w/ (4) #12 TEKS 2x 3
k #104) GROOVES ANGLE CLIP w/ (4) #12 TEKS EACH k AND 1 s " BEAM /e x 10" LAGS 24"
2" x 2" x .125 ANGLE CLIP ( SIDE OF BEAM USP Me" ALUM. USE (37) #14 x % TEKS O /e LT TO
w/ (2) #12 TEKS EACH + TEKS , rt-:PLATE EACH SIDE OF BOX BEAM CONCRETE
O.o O.C.
4-, 2x POST - (GUSSET/SPLICE) GREATER THAN 81N. O o /
HOUSE GUTTER PURLIN
LEG PURLIN TO ROOF BEAM, -
` j, CHAIRRAIL TO POST FASTENERS
.a EACH HALF OF
;;,,ROOF BEAM TO UPRIGHT CONNECTION r"' BEAM FOR A - -`"- ----- 4 O C USE %6 ALUM. (1) 10x3 @
r - ALL �� N E: USEy„ LAG @ 2 24" O.C. S.M.S.S C
�- -'M' BEAM SIZES. i FS7UD WALL.. PLATE ON 0
Mrw� 3' x 3" EAVE RAILn �= 1 1? (5) #14 X /q i,. 1" x 2" xL=3 Z x .125 U-CLIP �� EACH HALF a '
�CLIPx4� 4)ilYNGLE CONTINOUs �r 1 BEAM O MASONRY or STUD WALL / BOX BEAM TEKS EACH C /1
CLIP W/(4)#12 TEKS w/ (3) #10 x 10 TEKS EACH �� 1 EXISTING ANGLED OR PLUMB FACIA INSIDE V
SIDE & (4) #10 x %" TEKS �� 1 HALF OF BOX
INTO 3x3. , 1w -k 11 2x3x.125 ANGLED OR FLAT BOX BEAM BEAM E c ,
1 ANGLE ACH
o� .�• � '- 2 x 4 x.125" 3
1" x 2" SCREEN 1 --------- SID OF
CHAN. ATTATCHED �� / ��� } BEAM w(4) # lx2 �• ANGLE w/ (4) #12 Q -
FROM POST - 2" x PURLIN 7" OR - �1 �� pLPjE U g TEK SCREEN x /" @BEAM a L�
INTERNALLY WITH ° - 12 ul CHANNEL • o ° AND (2) q x 2"
2 #10 x 2" S.M.S. & ° ° MIN. 2" x 2" x .125 SMALLER �� LESS: SCR WS &
O I� BEAM SIZE \ i M OR LATE a o ° W/)/fig 00 LAGS TO FACIA
#10 x 2" S.M.S. 24" ANGLE CLIP �" EP _ P (2) Y'k 3" LAG o
it USE (17) #14 6 �BR 16" O INTO FACIA ° LAG AT 24" • `o ACH HALF OF
O.C. ALONG WITH (2) #12 x a4" GREP w O.C. MAX. MINT BE
PERIMETER OR 1x2 TEKS . TEKS INTO EPM OR STITCH LAP BEAMS w/ 1 #12
j/16'x 12" 8 8 O BEAM TO FACIAOUSE GUTTER BEAM
FEMALE SNAP S) USE STRAP WHEN POST 7�LUM. PLATE / TEKS @ 24" O.C. TOP &BOTTOM I
SCREWS) POST IS 2x6 OR GREATER BOX BEAM SPLICE PLATE (GUSSET) r 2"x2"x.125 ANGLE ON EACH SIDE
STUCCO OR WOOD FINISHED CEILING rb OF POST w/ (4) #12 TEKS
�C\ 2x POST `
URLIN TO UPRIGHT CONNECTION ; , "x2"x.125 ANGLE ON EABF{ SI OF POST w/ ;4) #12 TEKS \2 ADDITIONAL CAN BE TO INCREASE .
2, "2xPOS�T--w.'w^i�s�'• '. = = ' 1 ,� ,- DRAWN BY:
CONTINOUS MONOLITHIC SLAB SURFACE MOUNT COLUMN PILE TYPE FOOTING ` � ++ -G- 0) y4 x 2/ LAG OR (1) #10 x 3 S.M.S. @ 24 O.C. ON MIN POST UP TO THREE SIZES BRIAN WILKINSON
STRIP TYPE 2" MIN. EDGE EACH SIDE OF POST STARTING 6" FROM POST
FOOTER Ya"C�OIPI ETE BURRIED �-�. o�- I- ADDITIONAL.EXTRUSION CAN BE USED I °e EDGE I CHECKED BY:
rX"THRU-BOLT OFFSET I ADD 2/nd ANGLE ON FERDI BALER
t BOLT ` &NUT �3", 4" OR 6' 1' TO INCREASE POST UP TO THREE SIZES 7 OFFSE
! POST TYPICAL O O 1 ATTACH 1x 2 SCREEN FRAME TO POST w/ (2) #10 x I FLOOR 2"x4" POST OR SCALE
--- cc O ADD 2/nd ANGLE ON FLOOR 2"x4" POST V S.M.S. EACH POST INTO INTERNAL SCREW NPICA O 00 O I O GREATER
7 CONCRETE O I I GROOVES 1 x 2 \ DATE:1 O
L` SUPPORTING A BEAM l Q
m r1 m0. 10 OR GREATER SUPPORTING A BEAM ; O I O UPROJEtT: ROOF
f1 6x6 10/10 WIRE BOLT @EACH
POST ANGLE APPROVED MASONRY OR WOOD BOLTS I
iJ MESH OR NO p �O DECO PAVER MONOLITHIC SLAB
` 8" WIRE MESH • & y" x 3"
8" WHEN CONC. BOLT �� MAX. I �2"x2" OR 2"x3" POST w/OPTIONAL CHAIRRAIL
qq FIBERCRETE - 24" O.C. MORTAR j, X" x 3" CONCRETE JDB# a I /
(1) #5 RODS (j IS USED. SHEET No.;
CONTINUOUS 2'-0" ALONG 1x2 EXISTING PATIO BED 2" MIN. POST S DE & 24 O.C.
8"x8" FOOTER BEAM SPANS SCREEN CONCRETE SLAB OR WOOD DECK
w/ 1 45 ROD ) 8"x8" FOOTER w/(1) #5 ROD CONTINUOUS UP TO SURFACE EDGE *„ ALO,N,. 1 -SCREE GREATER CHANNEL (_
1. 38' 0" SPAN, USE 12"x12" FOOTER w/ (2) #5 RODS
FOR BEAM °'�HAN 10'1" USE BETWEEN OFFSET CHAft.I�E�
LSPAN 10' OR 1 "xl2" wl2 95 GREATER THAN 39' 6" (1) #5 ROD OR %"
LESS R{Ds MASONRY DETAILS BOLT r-o' POSTS TYPICAL � ,BASE P pyiqT �(PtOSTQONNECTI;ON O.•
OR, BASE PLATE & POST CONNECTION ON DrCO PAVER SCREEN WALLS UNDER ROOFED PATIO/PORCH �'NIONOL THIC q
r
Project Name: 1006E2 ICRk-�O —T—® GUAL)4E 2
Project Address: �469Z1SAQE7N �)/ T. (IE2C�
Occupancy/Use Type: SCREEN ENCLOSURE
12�516N C�FMFICATION for MILPING C012�. (0tViPLIM9
ALUMINUM SCREEN ROOF & WALL SPECIFICATIONS
Wind Loads /
Code Edition Used: 2004 FBC (INCLUDING 2006 SUPPLEMENT TO THE F.B.C.) �/
Basic Wind S eed: �� OR ASCE 7-02
p � (3 second gust )
Exposure Catagory: u ( B or C or Tested) j-
Design Pressures: Simultaneous loading with ROOFy P.S.F. WINDWARD WALL
LEEWARD WALL
Building Designed as open
Mean Roof Height: 1 30 Ft.
g (Greater than 60 ft. must use ASCE 7-02 )
Reviewed for Shearwall Requirements
Impact Protection Not Required (SCREEN)
1 I
ALF MANS
LOAD COMBINATION FOR MANSARD
CONFIGURATION
WALL AND ROOF WIND
PRESSURE APPLIED
SIMULTANEOUSLY
GENERAL NOTES
1. SHEET METAL SCREWS SHALL BE PLATED OR STAINLESS
2. ALUMINUM FASTENERS SHALL BE OF ALLOY 2024- T4
-3. BEAM POST, PURLINS, ANGLES, AND CHANELLS SHALL BEALLOY
,6063-T6, SPLICE GUSSETT PLATES SHALL BE ALLOY 6061-T6.
4. MINIMUN THICKNESS OF THE ALLOYS SHALL BE 0.040 INCHES.
5. CONCRETE TO BE 2500 P.S.I.
P. CONCRETE BOLTS/ANCHOR SHALL BE 24" O.C.'
7. CONCRETE BOLTS/ANCHOR SHALL BE AS PER MANUFACTURER
SPECS. IN ACCORDANCE WITH F.B:C. 2004.
8. ALL EXTRUSIONS MAY ACCEPT EITHER FLAT OR ROUND SPLINE.
INSTALLED TO HOLD 18 114 OR 20 / 20 SCREEN INTO -EXTRUDED
SPLINE GROOVES.
FULL
MANSARD
H05T
5TRUCTURE
PLAN
3X3 EAVE RAIL I I
2004 FLORIDA BUILDING CODE SECTION 2002
INCLUDING 2006 SUPPLEMENT TO THE F.B.C.
P.S.F.
P.S.F.
1••X51X0 125"-3'LONG
Wr (3) 912 TEKS IN70
_ 3X3 EAVE RAIL &
13)W12 TEKSINTO
3X3 UPRIGHT
--1_AVE RAIL
GRO INTO
3X3 EAVE RAIL GROOVES
1X2SCREEN 2'X7'X0125"ANGLE
CHANNEL Wr(4)K 10X7'SIAS
BOTH EAVE RAILS
-1� 3X3 CORNER UPRIGHT
ELEVATION
EAVE RAAIL UPRIGHT
CONNECTION AT CORNERS
2x LAP BEAM
BOLT CONDITION AT
NON -REINFORCED
INTERIOR LAP BEAM FOR
FIELD INSTALLATION
U-BRACKET
ATTACHED TO LAP p�l
BEAM WI Y4" x 2 %"
THRU-BOLTS WTH—\
NUT & 1 3/4" x 1 �4' x
.062 ALUM. WASHER.
2x LAP BEAM SEAM
BETWEEN THE 2
HALFS�
MINIMUN %fi' THICK
GUSSETT PLATE INSIDE
EACH BEAM HALF.
(2)#14x1"TEK
SCREWS SPACED
3" APART ON TOP
SIDE OF BEAMS AT
U-BRACKET
LOCATIONS (TYP.)
NOTE: ACTUAL DIRECTION
OF U-BRACKET &
DIAGONAL BRACE IN PLAN
VIEW DEPICTED HERE
SHOULD BE:
001
DUE TO THE COMPOUND
MITER DIRECTION, THE
ANGLED VIEW PRODUCES
A SKEWING EFFECT.
SHARP EDGES SHALL BE
TRIMMED TO NOT
IMPEADE THE SCREEN
CLOTH.
BOLT CONDITION AT
NON -REINFORCED
INTERIOR LAP BEAM F+'DR
FIELD INSTALLATION
U-BRACKET 9�c
ATTACHED TO LAP
B EAM W/ 1/e" x 2 ;"
THRU-BOLTS VOTH�
NUT &13/"x1Y44"x
.062 ALUM. WASHER.
" FACTORY INSTALLATION USES: 2" x 2%" x 2" x .125 U-BRACKET
ATTACHED INTERNALLY TO ONE HALF OF BEAM AND SPLICE
PLATE w/ %" x 1" BOLT W/ 2"xZXY16" SQUARE ALUMINUM WASHER
1 ^'YV IYu I 2x2x.090 STRAIGHT TUBE ATTACHED AT
BOTH ENDS AS SHOWN BELOW. EITHER
STRAIGHT TUBE OR TELESCOPIC TUBE
TYPE CAN BE USED AS DIAGONAL WIND
BRACING.
1
I
1
I
I
1
1
FIELD INSTALLATION USES: (1)1/4"x2%"
I
1
BOLT w/ 13/4"x13/"x.062 ALUMINUM
WASHER OUTSIDE GOING THROUGH
zt`
ENTIRE BEAM.
1
p
1
tit
II
t-�'•
1 1
i ,N_t
2x ROOF PURLIN
1 1 t
1 1
1 1
I
111
2" x 2114" x 2" x .125 U-BRACKET ATTACHED INTERNALLY TO ONE HALF
OF BEAM AND SPLICE PLATE wl Y" x 1" BOLT AND NUT.
I i
o
t
Y," x 23/" THRUBOLT AT U-BRACKET TO
� I �
TELESCOPIC BRACE TUBE.
1 I t
1.
i.l
1'/4" X 134" X
1 1 1
M/N .090 TUBE
70IOV
i
2 x 2 x .090 TUBE
(2) %" x 2 Y4" 1 ^M/N \
THRUBOLTS AT
I '
i
OVERLAP g..
Mq r
70M o
2x PERIMETER OR PURLIN q,
I
�
I
1
I
I
PLAN: LAP'BEAM WITH INTERIOR REINFORCEMENT
GUSSETT PLATES TO NON -REINFORCED PERIMITER
(1) %'W'14" THRU-BOLT AT_
LAP BEAM U-BRACKET TO TUBE -
2x2X"x2
I 0 r-_ x.125
�\ / 0 U-BRACKET
O
0 �0 U-BRACKET
`J (TOP VIEW)
NON -INTERIOR REINFORCED BEAM SPLICE, PERIMITER & EAVE RAIL DETAIL
SOLID AND TELESCOPIC DIAGONAL ROOF WIND BRACE CON
i
2x2x2x.125
U-BRACKET
LATTACHED TO ONE
HALF OF BEAM AT
NON -SPLICE AREA. W/
1/4" x 3/" BOLT.
(2)#14x1"TEK
SCREWS SPACED 3"
APART ON TOP OF LAP
BEAM AT U-BRACKET
LOCATIONS. (TYP. )
2" x 2" x %fi' ALUM.
---WASHER AND NUT
INSIDE AT% OF BEAM.
U-BRACKET
ATTACHED TO EAVE
RAIL W/ Yen X 2 Y4"
THRU-BOLTS WITH
NUT&1Y44"x13/"x
.062 ALUM. WASHER.
EAVE
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DRAWN BY:
BRIAN WILKINSON
CHECKED BY:
FERDI BALER
SCALE 3 O Q
DATE:
PROJECT:
SCREEN ROOF