HomeMy WebLinkAboutSUBMITTED PAPERSn OFFICE USE ONLY:
Date: a, arb ` V y Fee Due: � ,5 4 p7Receipt# � 15g Permit # I y 0 a
: �f �'T.,ry
PLANNING & DEVELOPMENT SERVICES SCANNED
_�
„ BUILDING & CODE REGULATION DIVISION i,y
2300 Vu ginia Avenue S r, " C i o r
'aUflly
- FL Pierce, FL 34982-5652
772-462-1553
APPLIC.A.TION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
I . LOCATION/SITE ADDRESS: I L(/ "o
2. PROJECT NAME: 5 P L F4; (L w a ,.s SITE PLAN NAME:
3. PROPERTY TAX ID #�: _l-3D -c) —
4. LEGAL DESCRIPTION (attach extra sheets if necessary)- . /6 -2 , , el 3-Y
/
r-9,� �sS 4Q n -,Sd. 4eL4c e S licZi2r.�a c tom. S- - cL c4 Ce- SS%�c h
5. PLAT BK PAGE BLOCK LOT
�
6. PARCEL SIZE: ACRES/SQ FT. `PLO LOT DIMENSIONS
7. SETBACKS (ACTUAL) FRONit� BACK: RIGHT SIDE 11-�V' LEFT SIDE: d
8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
-
'TY
N = New
SG = Slab on Grade
�
SQUARE
SQUARE FEET OF
FEE
PE OF CONSTRUCTION
A = Addition
SR Raised Slab
DIMENSIONS
DIME
CONS❑ ON
R = Rebuild
WD = Wood Deck
SCREEN ROOM
❑ NEW ❑ EXISTING
X
❑ CARPORT/PATIO ROOF
❑ NEW ❑ EXISTING
X
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X --
_—
❑ -CAT 1, 2 OR 3 SUNROOM
❑ NEW ❑ EXISTING
X
— — l-
ALUMINUM COMP. SHED
S6; ❑ NEW q EXISTING
X.--
-- —
❑ POOL. ENCLOSURE
❑ NEW ❑ EXISTING
X
j ❑ M H ROOF OVER
❑ NEW ❑ EXISTING_
X------
❑ ROOF SYSTEM OVER
❑ NEW ❑ EXISTING
X
FaIMING ACCESSORY STRUCTURE
El OTHER:
❑ NEw ' ❑ EyaT[NC
K
_ _
0 ALUM POOL FENCE
� Linear teet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
� —��--
9. VALUE OF CONSTRUCTION: S O a SO
"lie value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to
.:-- ,.-AI-_ — -:-a: --.-a ... I..- r-__ '- -.___ :ee.:-'-21L_..�-
>IUVJ AM1A Wl — LLl —.7 — UMI—L— —%— U1 UWUaUUV1Vl1 Ll LL lD U%1mvuALLQLGU W6L LUG .7LLUl11LLLUU UgUlUb WV 11UL UUMNINWIR W11Q
similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted
PRIOR TO FIRST INSPECTION.
S£,CCDV Form No.: 001-02 Rev 0,06/20(0
OWNER INFORMATION
NAME: 1-I�_p Ld C a wr wl
ADDRESS: z C4 e t�- vt o`. —
CITY: STATE: P f ZIP 3 6/9 S
PRONE (DAYTIME): "1�) % a �f a D 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: ` _/ , lea 1-1 _ STATE: / = /. ZIP 33416 - % a a3
PHONE (DAYTIME): (__) �. —
CONTRACTOR INFORMATION lv ;?G
STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT
BUSINESS NAME: zR S
QUALIFIER'S NAME: cc ------------
ADDRESS: — 9/ 3c1v %� --- -- — --- ----- --- --
�= /_ ZIP 3
CITY: STATE: �� �r�_�-�-_C�-_—_— -- ----
PHONE (DAYTIME): (_Z? FAX NO. Y� �/- %� lJ Jam' email: eo �0�_C—'k
A-RCHITECT/ENGINEER: S r tm Oz5 a,54- lq 25� 3 �r '^•��- _ - ---_—__--
ADDRESS: _13 C—'3 n_---
CITY:.cvuvcz� �. _ STATE: — F /. ZIP_ --
PHONE (DAYTIME): '( a2 ),�3 2 - ADDy
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE AYrACHED •TO APPLICATION FOR ROOFING, ELECIRIC, PLUMBING,
AND UVAC
ZONING REQUIREMENTS
All suc structures will he subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
Er 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)
OFFICE USE ONLY
SECTION
TOWNSHIP
RANGE
MAP NO.
Additional
ZONING
LAND USE
LOT CVG %
Permits
Re wired
REPORT
32
BIMS FEE
$
MISC FEES
$
TOTAL FEES
CODE
BUMDING & ZONING REVHW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
a (:;ojq
•3 S v-
COMPLETE:
PLAN IE'W SPECIFICATION WVCKLIST
PLEASE PROVEDE ONE OF THE FOLLOWING:
2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license.
❑ Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Consuuction in High Wind Areas.
❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113.
(1) 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 must be legible and must be designed.in Architect's Scale on pages which are 81/2" x I P or larger.
® All relevant tables & details, if using a 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 0 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 .07T].
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.
m All ridge beams and super gutter or fascia attachments must be identified.
o All roof pans or composite panels, with gauges and spans, must be sized and identified.
ID 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 2007, Chapter
20, including 2006 revisions.
® 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.Q.A. or State of Florida approval] with the proposed "opening" or cladding
component highlighted and with listeners and design pressures, per FBC 1714, clearly identified.
(13) 2 electric schematics, in accordance with the N.E.C., if applicable.
(C) Design pressures, per ASCE-7, identified on the openings of all Plans.
(111) 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 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE
ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 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) [f 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) That the 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.
CERTIFICATION:
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
L If utilizing the AAF Guide to Aluminum Construction in High 'Wind Zones, I the Contractor/Owner Builder hereby certify
that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind
zones established by the county and take fall responsibility for complying with the submitted design of the structure being
permitted.
2. l 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 complinnee with all applicable laws regulating construction and
zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and ®VAC, etc., not
otherwise included with this building permit application.
3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of
Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not
exceed the footprint of the structure that was in existence prior to removal by the storms.
OWNER OR CONTRACTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF ST L y c I E
The foregoing instrument was acknowledged before me
the this Z* day of Fpag. _, 201+
by MA_7_ A4 r Ar e.([5
who is personally known `� to me, or who has
produced
as identification.
Signature of Notary
IMPORTANT NOTICES:
DOIM HOLMAN
MY CO MIS ION # EE126749
EXPIRES September 20, 2015
CONTRACTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF Sr LNci IE
The foregoing instrument was acknowledged before me
me this "day of, GES. , 20_I ¢ ,
by MATTµC-W MAZY-6�
who is personally known
produced
as identification.
9`�to me, orwho has
;,+?' DONALD M HOLMAI
MY COMIfft
°0tary �}N # EE126'
EXPIRES S �• eptember 20, 2C
® 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, IN THE OFFICE
LISTED ON THE FRONT OF. THE APPLICATION, TO SIGN THIS APPLICATION a& THE OWNERBLDR
AFFIDAVIT.
® ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN M. 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 WELL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL. FEE WILL BE CHARGED.
e Steel
6=8" & a, 6" SINGLE OUTSWING OPAQUE STEEL
EDGE IMPACT STEEL DOOR Rd WOOD FRAME
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT
2010 BUILDING CODES INCLUDING "HIGH VELOCITY
HURRICANE ZONES (HVHZ) REQUIREMENTS.
2. WOOD BUCKS 13Y OTHERS, MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED
AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. IMPACT RESISTANT SHUTTERS NOT REQUIRED.
5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS:
—FOR 6'8" WOOD FRAMES — SEE TABLE SHEET' 1
—FOR 8'0" WOOD FRAMES — SEE TABLE SHEET 1
6. THIS SYSTEM WAS TESTED FOR 2,86 LBS. WATER PRESSURE
AS PER ASTM—E331.
7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS
FOR "HVHZ".
DOOR LEAF CONSTRUCTION:
Face sheets: 24 ga. (0.02d' minimum thickness, Gclvantzed
Steel A-525 commercial quality — AKDQ per AMA 620 with
minimum average yield strength Fy-26,240 psi.
['ore deslan: Expanded polystyrene with 1.0 to 1.25 lbs.
density, by JELD—WEN.
Panel Construction: Steel face sheets glued to expanded
polystyrene (EPS), with steel top and bottom rolls and
steel stiles with a wood lock block reinforcement. The
binge stile contains a MDF board for added hinge support.
Frame Construction (Roth From& Tvoek)t The head jambs
and side jambs are mortised, butted and joined using (3)
7/8' x 2" wire staples. A bumper threshold OUTSWING
threshold was unitilized at the sill. An optloncl aluminum
ADA threshold is awilable.
TABLE OF CONTENTS 1
DESCRIPTION
1
GENERAL NOTES & TYPICAL ELEVATIONS
0SHT
VE CAL CROSS SEC ON &BILL OF MATERIALS
3
HORIZONTAL CROSS SECTION
4 -
ANCHORING LOCATIONS & DETAILS
5 UNfT C06tPONEN75 J
NOTE USE OF ITEM Q MEETS WATER INFLITRADON
RECNREMFNTS UP -RI A DESIGN PRESSURE OF +70 PSF
(UNLF55 YALUES IN DESIGN PRESSURE TABLE TO RIGHT
cavER.N.)
37.75" O.A.
36" O.A.
37.75" O.A.
6" O.A.
r. x
x cD
L9 W
= w
J
a fi O
O
O
O0d
4 0
0
CT,
� � I
6'-8" HEIGHT 8
FOR CLARITY OF VIEW)
DESIGN PRESSURE RATING
*%HERE WATER fNRLTRAROM
REOUIREMEN'. IS NEEDED
WHERE WATER &JILTRATiON '
REQUIREMENT IS MDT NEEDED
6'8" (X)
+ BO.Opef*
—80.Opsf*
+80.Opsf
—80.Opsf
8'0" (X)
+61.Opsf*
—65.Opsf*
+61.Opsf
—65.Opsf
UNLESS USING ITEM 0 UNIT SHALL BE 9Q57N1ED AT LOCATION PROTECTED
BY OVERHANG SUCH THAT OVERHING P477D (OH) - DH LENGTH/OH HEIGHT
GREATER THAN 1.0
NOTE: PRODUCT HAS NOT BEEN RATED FOR
WATER INFILTRATION. IF AUTHORITY HAVING
JURISDICTION REQUIRES THAT PRODUCT
ETS METHIS REQUIREMENT, PRODUCT SHALL
BE USED WHEN INSTALLED AT LOCATION
PROTECTED BY OVERHANG SUCH THAT
OVERHANG (04) RATIO"OH LENGTH + OH
HEIGHT IS 3 1.0
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OVERHANG 1Q' -
SCALE NTS
DWG. BY: JWJ
CHK BY: S. SOffeii
DC9970
SHEET _L OF
1.75" MIN.
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PANEL THK.
INTERIOR
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1
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EXTERIOR INTERIOR
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N N
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g 1 " MIN. I— 1
H I" MIN. Q
7
A VE C SS—S
1 " MIN.
\w 1" MIN.
NOTES: 7
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM ry A AL CROSS—SECTION
EMBEDMENT IS ACHIEVED. OPTIONAL ADA BARRIER FREE THRESHOLD
AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR
MAXIMUM SUPPORT.
A V-ERTICAL CROSS—SECTION e L i
2 OPTIONAL HIGH DAM BUMP THRESHOLD
>m!
NTs
BY: JPJJ
sr. S. Sof
NO NO.:
DC9970
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9 7
9 1
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9 1
9 1
DOORS VIEWED FROM THE
€XTERIOR
DETAIL F HINGE DETAIL F
TO JAMB AND STRIKE PLATE TO JAMB
DOOR
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5'
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4 OF 5
MIAM DADE MIAAMI-DADE COUNTY
a PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION lvliatni, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.minmidade.gov/building
Kaycan
1 Memorial Drive.
Richford, VT 05476
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade
County BNC -Product Control Section to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve
the right to have this product or material tested for quality assurance purposes, If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction,
BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approve cra13low,11-1i i ewaud has been designed to comply with the Florida Building
Code, including t Iigh Velocity Hurricane Zone.
APPROVAL D UMENT: Drawing No. , r e egance D5 Dutchlap Vinyl Siding",
sheet 1 of 1, dated 03/27/ , wr r no revisions, prepared by Kaycan Building Products, signed and sealed by
Allen N. Reeves, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LAB CLING: Each unit shall bear a permanent label with the manufacturer's name or logo, City, State, and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENE, WAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official,
This NOA renews NOA # 05-0808.02 and consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 11-0316.04
MIAMiDADEC uNTY Expiration Date: April 20 2016
P P
Approval Date: May 26, 2011
5' 1 ek Page I
Product Approval Method Method 1 Option C
Date Submitted 12/15/2011
Date Validated 12/16/2011
:Summary of Products
FIL IModel, Number or Name
Description
12192.1 Board & Batten
JSIngIe 7" Vertical Siding
_
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12192 Rl II Kaycan Installation.odf
Approved for use outside HVHZ: Yes
Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A
Created by Independent Third Party:
Design Pressure: +70/-70
Evaluation Reports
Other: Installed only on exterior walls over solid
FL12192 Rl AE ESR-1495 ian 09.pdf
sheathing capable of withstanding the design wind loads.
Must be installed as per the manufacturers installation
instructions.
12192.2 D-4 Ava_nti
IDouble 4" Horizontal Dutch Lap
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12192 Rl II Kaycan Installation. pcif
Approved for use outside HVHZ: Yes
Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A
Created by Independent Third Party:
Design Pressure: +70/-70
Evaluation Reports
Other: Installed only on exterior walls over solid
FL12192 R3 AE ESR-1495 ian 09.pdf
sheathing capable of withstanding the design wind loads.
Must be installed as per the manufacturers Installation
Instructions.
12192.3 D-4 Marquis
Double 4" Horizontal
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12192 R1 II Kaycan Installation. pdf
Approved for use outside HVHZ: Yes
Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A
Created by Independent Third Party:
Design Pressure: +70/-70
Evaluation Reports
Other: Installed only on exterior walls over solid
FL12192 111 AE ESR-1495 ian 09.odf
sheathing capable of withstanding the design wind loads.
Must be installed as per the manufacturers Installation
instructions.
12192.4 13-5 Contessa IlDouble
5" Horizontal
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12192 Ri II Kaycan Installation.pdf
Approved for use outside HVHZ: Yes
Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A
Created by Independent Third Party:
Design Pressure: +70/-70
Evaluation Reports
Other: Insta erior walls ove 'so r
192 Rl AE ESR-14 5 'an 09. df
sh g le of withstanding Ind loads.
ust installed as per the manufacturers installation
in uctions.
2192.5 D-5 Elegance
Double 5" Horizontal Dutch L
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12192 RI II Kaycan Installation.Ddf,
Approved for use outside HVHZ: Yes
Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A
Created by Independent Third Party:
Design Pressure: +70/-70
Evaluation Reports
her: Installed only on exterior walls over solid
FL12192 R1 AE ESR-14 09. df
she ing capable of withstanding the design wind loads.
Must be [led as per the manufw i
instructions.
12192.E ertical
Double 5" Vertical
Limits of Use
Installation Instructions
_
Approved for use in HVHZ: No
FL12192 RI II Kaycan Installation.odf
Approved for use outside HVHZ: Yes
Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A
Created by Independent Third Party:
Design Pressure: +70/-70
Other: Installed only on exterior walls over solid
Evaluat' g its
FL1219 . A ES _ 4 5 9.
sheathing capable of withstanding the design wind loads.
Must be installed as per the manufacturers Installation
Instructions.
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GENERAL NOTES
1. THE ABOVE INSTALLATION HAS ALLOWABLE
DESIGN WIND PRESSUkBS OF +/- 60.0 PSF AND IS IN CONFORMANCE
WITH FLORIDA BUILDING CODE 2007.
2. INSTALLATION FASTENERS ARE GALVANIZED STEEL
ROOFING NAILS 1 Y2" LONG WITH 1 /8" DIAMETER SHANKS
AND 3/8" DIAMETER Ht ADS.
3. KAYCAN VINYL SIDINGISOFFIT IS MANUFACTURED FROM A
FORMULATED P.V.C. PQWDER COMPOUND MEETING THE
SPECIFICATIONS OF A$TM D3679.
4. — WALLS AND SOFFIT RECEIVING VINYL SIDINGISOFFIT SHALL
BE CHECKED FOR STRVCTURAL ADEQUACY. CRACKS AND/OR
DEFECTS SHALL BE ELjMINATED.
S. — WALLS SHALL BE W4TER PROOFED WITH EQUIVALENT OF
IS POUND FELT AS DE CRIBED IN SECTION 2121.6.2.1 OF THE FBC.
6. — WALLS AND SOFFIT **HERE VINYL SIDING/SOFFIT WILL BE
INSTALLED SHALL BE PESIGNED BY AN ENGINEER OR ARCHITECT.
PER THE FBC AND THE;REQUIREMENTS OF THESE NOA.
7. — INSTALLATION OF SIAINGISOFFIT ACCESSORIES SUCH AS
CORNER POSTS,•STAR1 ER STRIPS, TRIMS AROUND OPENINGS
SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURES
INSTRUCTIONS AND TPZE FBC.
*; No- 19354
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STATE OF
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MIN, SETBACK REQ, Thomas L Lee
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FRONT
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EAST COAST ALUMINUM
PRODUCTS, INC.
913 Edwards Road
Fort Pierce, FL 34982
Le-7- (772) 464-7600 283-5650
I
CONTRACTOR East Coast Alun _ Pmducts, Inc.
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 2010 Florida Building Code. specifically Chapter 16 Structural Design, Chapter 20
Aluminum, and Chapter 23 Wood-
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A ofthe Aluminum Design
Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
L Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category iL
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed,
Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
VwT= 160.MPH. VASD= 124 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Paragraph 2002.6:
Category TYPE I, Shed addition, non -habitable, un-conditioned space.
Foundation Design
Existing concrete slab. No additional concrete footing or slab is required to resist the
loads imposed upon the existing slab by the proposed construction if the existing slab is a
minimum of 4" thick and in sound condition, free from structural cracking, spalling, or
other deterioration.
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel, 1.0 density foam, Florida
Product Approval Number FL 7561-R2.
Specifications
The following specifications are applicable to this project
1. All work shall be in accordance with the Florida Building Code, 2010 Edition, and any other
applicable local codes and regulations.
2. The minimum wall thickness of aluminum extrusions shall be in accordance with the Florida
Building Code, 2010 Edition and the 2005 Edition of the Aluminum Association Manual,
but not less than 0.040 inches.
3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and sealed
authorization of Suncoast Architecture & Engineering, LLC.
4. Screen Material: Design based on 18114 or 20/20 Better View. Any other material must be.
approved
5. Fasteners are required to be SAE Grade 5 or better zinc plated.
6. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and
24" center to center or #12 screws 6" from ends and 12" center to center.
7. Where concrete specifications are required, whether in the screen enclosure scope or not, by
one or more regulatory agency, the following specifications are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type 1,- ASTM C 150
E Aggregates - Large Aggregate 3/4" max - ASTM C 33
HL .Air entraining+/- 1%-ASTMC 260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vL Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5". Water added
after batching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of Standard
Practice, Parts 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylene curing permitted.
f Prior to placing concrete, treat the entire subsurface area for termites in compliance
with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
IL All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
8. The minimum nominal thickness of protector panels (kdckplates) shall be an industry
standard of 0.024 inches.
9. All lumber and plywood shall have grade marks and treatment identification and Shall
conform to the following-
a- Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum
moisture content of 15%.
b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as
recommended for the use condition. Pressure treated lumber shall be impregnated
with a cca salt treatment in accordance with £s. tt-w-571 and bear the American
Wood Preservatives Institute quality mark Ip-2.
c. Wall Sheathing. APA rated Sheathing, thickness as indicated, Exposure 1.
d Aluminum members that are uncoated shall be separated from PT lumber by 30# felt
paper, 10 mil polyethylene sheet or equivalent material.
10. Contractor shall provide Florida Product Approval infdrmation as to the exact window
being utilized for this project, including manufacturers specifications, and installation
methods for anchoring the submitted windows to Aluminum members and specific sizes as
indicated on A-1.
11. Contractor shall provide any additional backing and anchors as required by the window
Inanufacturers recommended procedures.
12. All glass panels within 24" of a door opening shall be of tempered glass per
FBC-R308.4
13. All flashing and weatherproofing shall be provided by the contractor
WIND SP_-a'AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
10'-0"
THESE P1A14.9 AND All PRtt- -0 $ED WORK
ARE SUBJECT TO AM CORRECTIONS
REQUIRED BY IREL.D INSPECTORS THAT
MAY BE NFCE,"IN OW-9 TO
COMPLY; NTH ALL Amome CODES,
if il--14o2- 0-4
ST. LUCIE COUNT(
BUILDING DIVISION
rREV)f EIIED
FOR b®�CSi= i,M
REVIEWED BY X.
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
2X2XO.046"
KNEE BRACE
B'-0"
20 H OL
16 O.C. (TYP)
CONCEALED FASTENERS OR ATTALHM> I TSO.
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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