HomeMy WebLinkAboutSUBMITTED PAPERSONLY:
ate: jI I t I Fee Due: Receipt# Permit # j
PLANNING & DEVELOPMENT SERVICES PC1IOS g 71P
BUILDING & CODE REGULATION DIVISION
2300 Virginia Avenue SCANNED
Ft. Pierce, FL 34982-5652 ey
772-462-1553 Lucie County
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: Fs "] q 1� &3cn P-6o-.,, F4 . Kd . 3 9 7-(P
2. PROJECT NAME:,Q�G�Q�t^c� SITE PLAN NAME: �" G
3. PROPERTY TAX ID #: �?j a �l —1 'b y — ODD a _ O D — 0
4. LEGAL DESCRIPTION (attach extra sheets if necessary): h1 p 5�n 17I YL� 6� Q� rG'7 �i i
(P6 -1®\ L�+1 (OP,al19-a8�0-)
5. PLAT BK 4 PAGE / O BLOCK LOT
6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS
7. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE:
8. 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
El m4wrABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
❑ CAT I, 2 OR 3 SUNROOM
❑ NEW ❑ EXISTING
X
❑ ALUMINUM COMP. SHED
❑ NEW ❑ EXISTING
X
POOL ENCLOSURE
SOS ❑ NEW X EXISTING
XP�"��
(SO o
❑ M H ROOF OVER
❑ NEW ❑ EXISTING
X
❑ ROOF SYSTEM OVEK, ,...
EXISTING ACCESSORY STRUCTURE
❑ NEW ❑ EXISTING
X
El OTHER:
❑ NEW ❑ EXISTING
X
❑ ALUM POOL FENCE
Linear feet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
9. VALUE OF CONSTRUCTION: $ R ol) . O O
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.0412612010
f/r ,.Li: fji kg.-// 07wr
OWNER INFORMATION
NAME:
ADDRESS: �1 !�Cl(2►'�l l s &Y-)
CITY: PD V-+ C • p STATE: ZIP
PHONE (DAYTIME): (y� M U Slu - (4-1 In I 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 (DAYTIlVIE):
CONTRACTOR INFORMATION
S"P'A.'TiE OF FLORIDA REG.GCER'T' €: ��p-I �JrI s7f . Lucm couNry CENT'
BUSDMSS NAME: r 1(Dt_/Y 1& I A 1 el (� t,t� 1 Hai O c i
��t�l e.
QUALIFIER'S NAME: V-P_c- I� 1
ADDRESS: aL(S
CITY: STATE: F ZIP
PHONE (DAYTRVIE): 0l &g- (oa-9 FAXNO. LfO`I-Lo��-0(o�7 email:
1 <`yK�Oa,'� ` - I
re-e-hI � 1 G\�
ARCHITECT/ENGINEER: V--L1 Ll'►'\ e- LnC .
ADDRESS: _ n ,;� 13 , S eaM &-r- -n V • , Oy-Ca,-,A o , F;(--
5a-? (7 1
CITY: O C(aA,-- p STATE: �'C- ZIP
0-8'0%
PHONE (DAYTIME): (q u 1) a j S" I D 9 9
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.
El 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)
OFFTC� ib ONLY
SECTION
TONSHP
RANGE
MAP NO.
I
j
ZONING
LAND USE
LOT CVG %
Additional
Ptxmi s
S
Required
REPORT
� � I
BIMS FEE
$
MISC FEES
$
TOTAL FEES
CODE
.BUILDING & ZONMG REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
a 1 l
3
COMPLETE
S6 j 2 o S-
INITIALS
v
r
PLAN "VIEW SPECIFICATION CHECKLIST
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 the AAF Guide to Aluminum Construction in High Wind Areas.
11 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113.
(1) ANY PLANS SUBMITTED WITHOUT COMPLYING WPTH 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.
a AIM glans must be Pegible and must be designed in Architect's Scale on pages which are 81/2" x 1 I" 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 4t' 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"].
0 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 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 ADDMONAL ITEMS:
(A.) 2 copies of the current product approval Fie. N.QT� or State oft )Florida approval] with the proposed "opening" or cladding
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 ASCE-7, 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 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 ofthe definition.
(2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2A 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:
4
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. 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 full responsibility for complying with the submitted design 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 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 NATURE C ATURE
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OFCOUNTY OF
The foregoing instrument was acknowledged before me
me thi� day of 0&"J , 20 I !C>,
by G
ho is personall�kno to me, or who has
produced
PHILLIP A. U11-
NTARY PUBLIC
Expires 4/1/2014
The foregoing instrument was acknowledged before me
me this�� day of ® 20 10 ,
by
s personally lrnown to me, or who has
produced
PHILLIP A, I4A®UE
NOT fAlITUBLIC
STATE OF FLORID
Comm# DD977M
Expires 4/1/2014
• 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 & THE OWNER/BLDR
AFFIDAVIT.
• ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. 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, TT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
AFTER RECORDING -RETURN TO: JOSEPH E. SMITH„ �`SRK OF THE CIRCUIT COURT
SAINT LUCIE COU",
FILE # 3562530 02/14i2m , at 01:48 PNl
American Aluminum & YVirlda,Irm, OR BOOK 3269 PACE 1494 - 1494 Doc Type. NC
5245 Tower Way RECORDING: $10.00
SWOrd. R 32773
PERMIT NUMBER:
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice of commencement.
1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER:' 3a,1 oq -0002 - 000 _g
11-IC) 5 o PQir-i POD cL4 Cft
—✓; LL4 P6 �-13 -1 v D fi I a I - a
- n l- S-f �- C c2 ) 3 4 9 6 Ce
2. GENERAL DESCRIPTION OF :3. OWNER INFORMATION: a. Name!e
b. Address R-1 y-2'I ('Rona: Na-1n t'+ • Pd. . Pi- C Ct 3Lf'?yPc. interest in property
d. Name and address of fee simple titleholder (if other than owner) .
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: American Aluminum & Window. Inc.
5245 Tower Way 4�1 _ WR9-0009
Sanford FL 32773
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
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, ADDRESS AND PHONE NUMBER:
8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is
specified) , , 20
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART I SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR
of Owner or
Owner's Authorized Officer/Director/Partner/Manager
Print Name and Provide Signatory's Title/Office
State of Florida
County of ��` � � �"� ,� n(�
The foregoing instrument was acknowledged before me this day of lVe9� 1--e�rk_%-z�� , 20 % �
By M. ( )<-e &V as Q�
(Name of person) (Type of authority ... e.g. Owner, officer, trustee, attorney in fact)
For
(Name of party on behalf of who ecute"ersonalty Known_ or produced the following type of ID:
i(PrintedkName of No Public)
Under penalties of perjury, I declare that I have read the foregoing
belief (section 92.525, Florida Statutes).
HILLIP A, HAWK
OTARY PUBLIC
STATE OF FLORIDA
Comm# DD977M
V ' 1" Expires 4/1/2014
that the facts in it are true to the best of my knowledge and
Signature(s) o er(s) or Owne O�icerA[)hvctor/Partner/Manager who signed above:
r
By: Aa
BY
Rev. OWO2M(RewrdWg)
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OP THE
CONTRACTOR OF RECORD
LOT 2
TOMPSON POINT P.U.D. AT
t P.G.A. 4-X PAGES 1(I
10' U.5-00
\ R=470.00' ILA. BOAND 10A
CQITERLINE L=63.80p'
WITH PK N It D &
r Lad G59 C=63.75 I 1 -
SCALE: V=20' CB=N f 5'4W53" W +� E
L-128.97' 1
6.16'251 ' 4 x4' _
4,4! BRICK STe^bP
I\ �FND IRON ROD
& CAP WITH CONC PAD a1
ME
R-450.00' \
L=296.82'
a=37'4 V 17'
C=291.19
CB=N 17'14'49' W
(PxM)
S
L947143 --LOT 4
\ 1
s
o �
a O R=450.00 m
L La61.08' _
9 6g7.46'38 2•w'
7.
U10
- Z
a�7
57 `(Ito
(RID)
Rm450 -
L-106.47'
b-13 V23'
(C)
Y
PK N do D
LB# as .
RESIDENCE# 8742
. 1 STORY C.B.S.
PROPOSED F.F. = 27.5
F.F. = 27.86 9
N\ COVERED ENTRY
?A,
S♦9$ `QUP3IO'PxOI8LE'�
?TRVEWYD
7
C s �
P.R.M c M 7
3 P.RM.
N.M. LBO 9w W.M.
X CUT
L.SI IN S/W)
Is
C0.4-
PArlJ
- BQUNDARY SURIZ:r
LEGAL DpSQR/Pn�
-
Lot 1, TOMPSON POINT P.U.D. AT P.G.A. VILLAGE according to
n �I. a-T R
the plat thereof recorded in Plat Book
43, Page(s)-10 Through
10A of the Public Records of St. Lucie
County, Florida.
Abbr®vietion Leg®nd
;
I;el�
P.C. --POINT OF CURVATURE
C.B.S. - CONCRETE BLOCK STRUCTURE
`;4
t W rT
P.R.C. - POINT OF REVERSE CURVATURE
(P) - PLAT
RFA R P.C.C. - POINT OF COMPOUND CURVATURE
M) - MEASURED
�C)
Z. 00 P.T. - POINT OF TANGENCY
Z. P I. - POINT OF INTERSECTION
� fdi1C, {4VEP. - PERMANENT CONTROL POINT
- CALCULATED
(E) -EXISTING
I
�
--_..._ ,,�®®
P.O.L. - POINT OWIUNE
(A) - ACTUAL
P.R.M. - PERMANENT REFERENCE MCNUMENT
CONC. -CONCRETE
_
C.B. - CHORD2BEARING
C.LF. - CHAIN LINK FENCE
R=6� 5.00
C.M. - CONCRETE MONUMENT
P.B. - PLAT -BOOK
W.F. - WOOD FENCE '
C & G - CURB & GUTTER
CAN CABLE TELEVISION RISER
I =72 51�
Pg. - PAGE
N.R. - NON -RADIAL
-
T -TELEPHONE RISER
1
/
l
�! _ o
w
- :=6*45'9 9"
C-722.47
CB=N 16 16'23� W
CP)(M)
RAD.
R.
L
A
R.P.
R/W
EL
E
A/C
- RADIAL
-RADIUS - I -
- ARC LENGTH
- DELTA
- RADIUS POINTI
- RIGHT-OF-WAY I
-CENTER LINE
_-y
ELEVATION
- AIR, CONDITIONEFr
TRANS - TRANSFORMER PAD,
P P. - POWER LP. LIGHT P LE
NG - NATURAL GROUND
SQ. FT. - SQUARE FEET
W.M. - WATER METER
SAN CO -SANITARY CLEANOUT
I.C.V. - IRRIGATION CONTROL VALVE
F.H. - FIRE HYDRANT
N & D = NAIL AND DISC
COVERED
IN GROUND
CONC. P
' ��
UNPLATTED
TYP.
U.E.
D.E.
D/U
F.F.
BSL
- TYPICAL B.M. - BENCH MARK
- UTILITY EASEMENT PVMT. - PAVEMENT
- DRAINAGE EASEMENT F.8_ - FIELD BOOK
- DRAINAGE AND UTILITY EASEMENT M.H. --MANHOLE
- FINISHED FLOOR FND - FOUND
- BUILDING SETBACK LINE REC - RECOVERED
S Niles•
Urvey o
1. 'NOT VALID WTHOUT THE SK71A7URE AND THE ORIGINAL RAISED
SEAL OF A nMOA LICENSED SURVEYOR AND MAPPER'.
SCREENED s
PATIO
2. BEARINGS SHOWN HEREON ARE PER�FLAT TOM -SONS POINT
AREA
P.U.D. AT P.G.A. VILLAGE AS RECORDED IN PLAt BOOK 43 PAGES 10
'
AND 1DA OF THE PUBLIC RECORDS OF SIT. II1CiE COUNTY. FLORIDA.
l
3. THE 'LEGAL DESCRIPTION" HEREON WAS PREPARED BY THE
P�
4-x4- D M
SURVEYOR PER THE CLIENTS REQUEST.
LB/ 959
4, THIS SURVEY WAS PREPARED WITHcuT THE BENEFIT OF AN
ABSTRACT OR OPIMON OF 117IE. NO INSTRUMEN73 OF RECORD
OWNERSHIP WERE
o�
FZL D EXCEPT AS NOTED.
5. ELEVATKINS BASED ON SITE BENCHMARKS PROVIDED BY BUILDER
AS SET OTHERS AS SHOWN ON APPROVED ON ENGINEERING
BY
U1OUND INSTALLATIONS OR VISIBLE IMPROVEMENTS ON
RESIDENCE ADDRESS: 8742 T ompeon Paint Road
SITE OR BEYOND PROPERTY LMJES HAVE BEEN LOCATED EXCEPT THOSE
Part St. Lucie. Florida 34986
SHOWN HEFEM -
BUILDING SETBACKS:
7. BUILDING TIES SHOWN HEREON ESTARIM40 ON CONCRETE
FRONT- 25' (SIDE LOAD GARAGE)
FOUNDATION ON THE DATE OF THE FORYBOARD/FOLINDATION SURVEY
FRONT- 30' (FRONT LOAD GA11AGE)
NOTED IN THE REVISION BLOCK BELOW.
REAR- 15'
3' (WITH PATIO/POOL DECK/ SIN)
S
! OT GRADINGa 'A`
PROPOSED
Eo F.F.
F.F. - 27.86°
W,,3}t POINT OF ROAD a c K14'
N hweby wft that the atta+-Assd 'BWNDARY SURVEY of the
saeor+-do wind y is true and correct to the beat of my
>IGiEl: 4°:t7HTWDRTH
IauotiMdgo, 14d 69lIaF as €mtrWoyed smdw my direction
Certf��ed %�
on-V4o/mher B. 2C11'1- I further that tfih 'BOUNDARY
SYRV6�'•;jnsaW The- mir. lr(4y standorda ad forth R1 rule
PURST NATIONAL BANK AND TRUST. Its
g1Fj U.a Code.
Mi 1C
a 'B 9
Michael C.Karen C. eren Ora = (tee
American Pioneer Title Insurance Company Rod
St LUCIE COUNT D/B/A Chelsea Title Company = �a
BUILDING DIVISION
REVIEWED
FOR CO IANCE
REVIEWED BY I ErigYfteetS
DATE 3731 / 1 _ Planners
PLANS AND PERMIT �,tllTet�SCl3pei11Cjt1teC4
MUST BE KEPT JOB S>r rv4ors
NO INSPECTION WILL BE MADE {{ �;anstractionManagement
ru.�pnc,igineelrs.CoAriz.
- Wwff Elton street, Sanfic4 FL 3277L P.O. Box 2808, Sanford, FL 32772 2808
_ Chelsea Tide Company-Phmra407.32209 Fax:407.330.009
F'Is a �C�904
anti Surv_aya and Map R9p1etratlai No._602Sr
REWWON
8Y
DATE
FINAL SURVEY
-J7F
112106104
FOUNDATION SURVEY-
DK _
4113104
REV PER CUST COMMENTS
XF ..4113/04
STAKE OUT
DK
4108104
REVISED 'PLOT PLAN
JTF
3111104.
PLOT PLAN -
J7
1 16 1 04
Certffcate of
FLILINE Inc
Di IFASTENE>RS OR ATT CHMENTS
672 N Semoran Blvd Suite 204
Orlando FL 32807
Office: (407) 275-1099
Far: (407) 275-1015
Cart of Auth: 25923
CONTRACTOR
American Aluminum & Window,
Inc.
5245 Tower Way
Sanford FL 32773
407-688-0609
Contractor's job #- Bren and
FLILINE job # -Amer Alum-
Bren and
PROJECT INFORMATION
Mike Bren and
8742 Thompson Point Rd
Port St Lucie FL 34986
FRONT ELEVATION be provided once the metal is purchased. It is suggested that the certification be
displayed on site for review at final inspection.
TYPICAL MANSARD SCREEN ENCLOSURE The inspector should look for the identification mark as specified below to validate Sheet: of R
the use of the Eagle 6061 TM alloy. REVISION HISTORY
REV I DATE I DESCRIPTION
STANDARDS
1) DESIGN CONFORMS TO THE FBC 2007 BUILDING AND THE FBC 2007 RESIDENTIAL WITH THE
2009 SUPPLEMENTS AND THE ASCE7.
2) STRUCTURAL DETAIL DRAWING SHALL RELATE TO 606346, 6061-T5, OR 9005-T5 ALUMINUM
EXTRUSIONS WITH AN ACTUAL WALL THICKNESS OF NOT LESS THAN 0.040.
3) ALUMINUM SURFACES IN CONTACT WITH LIME -MORTAR, CONCRETE, OTHER MASONRY
MATERIALS, SHALL BE PROTECTED WITH ALKALI -RESISTANT COATINGS SUCH AS HEAVY- -
BODIED BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER.
4) ALUMINUM SURFACES IN CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS WHICH
MAY BECOME REPEATEDLY WET SHALL BE PAINTED WITH TWO COATS OF ALUMINUM METAL
AND MASONRY PAINT, OR HEAVY -BODY BITUMINOUS PAINT, OR THE WOOD OR ABSORBING
MATERIAL SHALL BE PAINTED WITH TWO OF ALUMINUM HOUSE PAINT AND THE JOINTS
SEALED WITH HIGH QUALITY CHAULKING COMPOUND.
5) ALL FASTENERS WILL BE 24" C-C MAX UNLESS OTHERWISE NOTED. SCREWS SHALL BE
COATED WEATHER SEALED.
6) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING AND CLOSING AND MAY BE
ARt i CIE RESPONSIBILITY 0 THE
NL
CC�II TUPYRACTOR OF RECA
HOST SPLICE SPLICE
STRUCTURE
d�a�� soh o b
=-
N
ALLOY TYPE (all members must be the
Sametype of allay)
6003 no Riiii Fing die marks
Eagle 6061 TM (purchased only at Eagle
Metal Distributors -die mark identification
on extrusions) : refer to die mark
identification instructions
6005 no identifying die marks
OTHER: -
SIDE ELEVATION EAGLE 6061 Tm ALLOY IDENTIFIER INSTRUCTIONS
co�v PURLINS (TYP) (This applies only if the Eagle 6061 ^" alloy has been specified for this project)
4N0�6- fi These identification instructions are provided for information purposes. This
;►o illustration shows Eagle Metal Distributors' unique "raised' external identification
Q, mark (Eagle 6061 Tm) and its location next to the spline groove, to signify the Eagle
K-BRACE (TYP.) 6061 m alloy extrusions. Eagle Metal Distributors is providing this identification mark
to simplify identification when, using their Eagle 6061 m alloy products. It is
GRADE ultimately the contractor's responsibility to ensure that the proper alloy is used in
ISOMETRIC VIEW conjunction with the engineering selected for construction.
K-BRACING OR CABLES eAau:arn
A separate signed and sealed certification letter from Eagle Metal Distributors will Damm ; 4> I
ALUMINUM
PHYSICAL PROPERTIES
2xH
TWALL
TWEB
SECTION
M(IN3)
2x4
0.044
0.100
0.959
2x5
0.050
0.100
1.468
2x6
0.050
0.120
1.965
20
0.055
0.120
3A 19
2x8
0.072 1
0.224
4.157
2x9
0.0�0.22412x10
0.0
I
� p � 0.125' t' 3'
Design conforms to the FBC 2007
TWALL — — A = 1.305 in? Building and the FBC 2007
H H wT = 1.49s p.l.t Residential with the 2009
supplements and the ASCE 7 for
Ix = 1.211 in. ^ 4 the following windload:
—TWALL
S = 1.211 in? 50 MPH, EXP-
TWEB
LOCATED INTO ANY SCRFEEN PANEL OPENINGS.
7) ALL PURLINS AND CHAIR RAILS WILL BE ATTACHED WITH A MIN. OF 3 SCREWS INTO SCREW
BOSS EACH SIDE.
8) WIND BRACING ATTACHMENT TO BE WITH GUSSET PLATE, H CHANNEL, OR RECEIVING
TWEB
HOLLOW BEAM TABLE SNAP EXTRUSION SELF MATING 3"X3"X0.125"
Engineer Of Record
CHANNEL. NO TOE NAILING IS ALLOWED.
9) WNCLOSURE MUST BE GROUNDED AND BONDED IN ACCORDANCE WITH N.E.C.
BEAM PATIO COLUMN
fEB 0 7 :2011
-
10) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE ATTACHED TO ANY ALUMINUM
i MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER.
11) THIS
DAl-E
IS AN OPEN ALUMINUM FRAMED STRUCTURE WITH SCREEN (MAX MESH OF.20/20)
ROOF AND WALLS. IT HAS AN IMPORTANCE FACTOR (Iw) OF 0.77. DESIGN LOADS ARE
BASED ON TABLE 2002.4 OF THE 2007 FLORIDA BUILDING CODE RESIDENTIAL AND THE
ALUMINUM PHYSICAL PROPERTIES
2007 FLORIDA BUILDING CODE BILDING W/ 2009 SUPPLEMENTS FOR A MEAN HEIGHT UP
TO 30 FT.
(LEGACY SHAPE EXTRUSIONS)
G wil. Shar , o P.E.
4#:
FL' 19333
This is for illustration purposes, to Soto 00 BEAMS FLILINE Inc
refer to the table for exact number of screws. 672 N Semoren Blvd Suite 204
BEAM OVERLAP
CONNECTION OR
GUSSET PLATE
j
!
0 0 0 0 0 0 0
o 0 0 0 0 0 0 214• S.M.B.
001010F01010101
2"115. S.M.B.
00101OV014010101
z xe S.
001010101010
0
- S.M.B.
2.0
00000
2"%8*S.M.B.
00
olaipwo
01
4 ■N.M.N.
0
0 0
0 0
2-00 S.M.B.
CONCEALED W I tNtM OR Orlando FL 32807
Office: (407) 276-SM
ARE THE REEPONCIRILITV OF THE 7 Fax: (407) 27&*15
CONTRACTOR OF RECCRC cert olAedh: 2t
COPY
CONTRACTOR
ATTACH CHAIRRAILS W/ American Aluminum & Window,
t 4410x2" 5M5 Inc.
1 ® e m m 5245 Tower Wa
NUMBER 14 TEK SCREWS Sanford FL 32773
e ATTACH 1X2 BOTTOM 407-688-0609
N a n a er ii PLATE WITH 2-#10x2"
5M5 Contractor's job #L Bren and
MAXMA
FLILINE job # —Amer Alum -
BEAM OVERLAP OR GUSSET SCREW DETAILS Bren and
FOR Florida PowerBeam OKRErF CIEcK...'
PROJECT INFORMATION I
SIDE VIEW
Beam Stitehim Requirements Mike Bren and
Florida Powmilleam—
TM
8742 Thompson Point Rd
TYPICAL Florida PowerBeem BOTTOM Port St Lucie FL 34986
2 x 4 through 2 x 7- one #10 tek screw every9 inches
2 x B through 2 x 10 — one 014 tek screw every 9Inches PLATE & CHa R.RAI:L CC)N IV LCrION
Florida Composite Beam and lencv Beams:
_ .,.:.-.. _. _ #: �.
2 x 4 through 2 x 7 — one # 10 tek screw every 18 inches sheet of
2 x B through 2 x 10 — one N14 tek screw -every ills inches REVISION DE
Y
i Screws to be evenly spaced at the farthest edge of the overlap or gusset REV DATE DESCRSCRPTION
(no closer than A inch of the edge of the gusset or overlap)
Cable Corner ° ° ° ° /�" SS Cable
.125 aluminum -plate ° K
w/ d # 10 tales ° Tensioning eyebolt
3• AMM A 3i ded dip
ROOF EVE RAIL ° O
P�
concrete deck.
ATTACH TO CONCRETE _ _-
DECK OR FOOTER IFDesign conforms to the FBC 200
# 14 TEKS ONE REQUIRED Building and the FBC.2007
4"X # 10 SMS
(2 PER PURLIN) :!�• Moms Residential with the 2009
supplements and the ASCE 7 for
A50-PLATE EACH SIDE the following windload:
WITH 2 *14TEKS INTO 39" SS Cable
PURLIN AND 2 #14 �2� MPH, EXP.
TEKS INTO COLUMN Cable atiszlE o¢'4S
de
gree$ or less at deck Engineer of RaaW
WX 1X4"X 5,4"
�Shunimv' i stivp
= FEB 07 Z011` -
ATTACH TO CONCRETE
ccncrete deck ° DECK ORFOOTERIF UATE I
ONE IS REQUIRED
SIDE WALL GUSSET CONNECTION DETAIL 21W'"k'lip°0°'
able BraciangDetail O �n H.,S - n
FL O:' ' 9
2x4
3
13
13
13
4
4
4
24
3
13
13
14
4
4
4
2x6
3
14
14
14
4
4
14
0
20
3
14
4
4
6
6
2x8
3
4
4
6
6
6
6
2x9
3
4
4
6
6
8
B
20D
4
4
4
6
6
8
8
N
'I3
'H
31pc
o
Il'OZ..1® 83A
dX3 'HdA 0
:peolputm Bulmo1lo; a4I
Jol L 30SV 84I pue s;uawa!ddns
60OZ 84I 4IIM !e!Iuaplsaa
LOOZ 08:j S43 pue Bwpling
OOZ 003 a43 o3 suuoluoo uB!SOC
31Va I AMI
AVgAW NOISVM
jo VO4S
986 E ld along IS Pod
PH Iulod uos wo41 Z4L8
pie uoje alive
NOI1VWkIOdNI 103mHd
pie uaig
-wnIV jeujV- # qoI 3NIIIIr1
pje ueJg -# qo, s�opejluo0
6090-989-M,
£LLZ£ Id PJOJUBS
Asm ieMol gt zg
out
'Mopuim V wnulwnIV umpewV
a013YdIN00
MOK :WI W io WO
4IOi-M (LOf) =X921
@ M-9LZ (LOV) :GMJIO
LO9Z£ ld opuepo
VOZ el!nS PMg ueaowaS N ZL9
*+13NI11"13
'OBI '3NIlll:1 — JNIaN3d 1N31dd
WE0g � "amo
W1 !4.-
-
aboolb
10 HOlovdiN0O
3H1 d0 h111161SNOdS3N 3H13bV
S1N3WHOdlld N SIM31M 031VIONOO
1210d NOI103dSNI 9NIa NOS 181N3 W3DVld If V9321
H3100J Ni O1NI 1N3W038W3 WnWINIW
.4 3unSN3 Ol HV83a d0 W01LOS 3A08V s o3013M
/M !3NITIU O1 V0lVd 8V1 om ONnouo V 3AVH HO IN3W038W3 WnWnNIW
SMd 3LLSVV.LV3SNI .5 3H13A0BV 1NIVd 03H /M 031VOO 38 IIIM HV83N
.Lvod NOIJ." usm %T, H u
LXI ZXT
tiv zxI
nn3�Os >i .a om oNnoaa
M3�Ios Ilil •
Nil°NW
sim aNnovo /M .vmv
. 01 °31?d1,1V
3WIM 113dd09
'313a0NO3 HWM 302 BMW a*
DNIIIIS Ol a0121d i
onld 3I1SF/'id la3SNl
73VIOda1W
.WOd 3M1 d0 d01 01
3L ly SLN%Wn
JJ401bldn d0 d01 WOad J 9flII>e63lw em
.Z do XVW 031vool L aid MV93M
IHOd NOLMdSNI O
MOWS Won £*
X/L-1
I— .z --I
Malty 4uoJd
m8IA OPIS
MMA MSAWOSI *AGIDS )GI OT* T v sm
4WME) /M INOrddn 3H1 d0
TIVM 3 HI O1NI (3M3>OS 0NV
VVGM 019nl ONn0V!) /M
03bptl UV 3AM VRdd00 32W9
JMV 8#1 d0 WIDMI 1.i s
V 3Sn :9NI0N09 40 O0H134
! ! _ 03MIn0321 DNION09 :310N
NO „*z ktnwlXVW
INN 9NIOIJOA NGIf V 0NV Nwnloo 3W1
I*z
wnwDQwW V Q3N31SYe1
smow 3aloNm
.&A Z X ARA
Maki # Z 4W X Z
jegoa # Z 431M x Z
AWN . # Z 4PM X Z
Jvgoa # z 4w X z
jegoa # Z 4W X Z
Jsq" # Z 4;!m X Z
Jegoa # Z 4RM X Z jeq®ad � # z 4MM 0) X z
SIIeM aPIS (6upe" Pool) SIIeM Noeg'8 luoi:i
su®yeulgmo Jegoki / jagweW II9M
Af RA 114013
ammoo OJNI
VV93H A0 FIld30 NIW .5
VVV2V.4AOR r aggro
313MMOD NIW A
1Nsivdn 30
dO�1.WOVA al3ao"00
7V X.)W.LSIa XVW ■Z
l
43P!M Jepo; o!PMWS
GVS Jo) IN40P Jemi sod
. pnbe Jo 698-0 PiePuep
W1SM Bu4mw Axode BuIlleMoP.
pue BulJotpue 4l0uaJW 4614
PuocpAlfl Bunn.9 u1w Ja3ooj
o3ui mq luemo mum paquo
UV92S
W2100d
saw
Idol
to Jot
J.mnvdn
0 d01
'jp:p" LMlo jo SuolpB 6*8 4W+s i
Mal/ aplS puss esmoop sg100� o33uaweo
PUIMVod l adf4 p sql 06 SI u eq
mmod eLp ul paoeld eq al gaJouoo
OLP X4.BuluogmdoJd Jadcud e41
:e3ON I
gemuoo eta o3ul 3ueuupequla
ulw .g ey3 9A0ge 3uled
poi 4 m pgeoo eq IIIM JegaJ u1ul .
JegaJ )D do3 O3 uumpq
p do3 u *4 eoue3slp xow .g
iL-34BM4 JWOJ oypedS
JO) It m JWOJ aeS
uipequie URU Ac
3esul Z 'e"JOuoo ISd
000E 'u!w 49K PIPS poinod eq
Ip4s uuunpo• aupd Snouluun314
pe!poq Am94 •91) Bugeoa
3ue3c!saJ 9PIp um 4PM popovid
aq 11948 uwnpo p Jo1Ja3ul
ului .1,
JegeJ OAoge
r BOWSAoa 63SMuoo ulw .£
pppdn jo dD3 way
gar»uoo jo soueaslpx8tu Z.
FLILINE Inc
CONCEALED FASTENERS OR ATTACHMENTS
672 N Semoran Blvd . Suite 204
ARE THE RESpONS191LI1Y OF THEF I Orlando FL 32807
CONTRACTOR OF RECORD � 0 FmY F#x:: (407) 275-1099
Faac: (41M 275-1015
Cart of Auth: 25M
pUrlln Or CONTRACTOR
1 LB EPS chair rail span 2x roof
American Aluminum & Window,
beam/ upright Inc.
Glued to all sides of F am 2x purlin/ 14 Teks 5245 Tower Way
Aluminum member using chair rail Sanford 407-688 060973
e a o a a o a o a c o 0
K GRIP 202+
from 5 wall # 1�4 T cs Contractors job #- Bren and
K-GRIPAdhesives.com 2x SAIIB upright or 092 wall FLILINE job#—AmerAlum-
Bren and
beam erFLILINE 45 60 degree angle
p 3a° x 3" Through bolt w/ ' PROJECT INFORMATION
Composite Beam tables 9
Or site specific Nylock nut Mike Bren and
8742 Thompson Point Rd
engineering Port St Lucie FL 34986
Purlin / Chair Rail Span Using Lateral Deflection Brace
FLILINE Florida CompositeBeam (FCB) �;SION OW
patent pending-FLILINE, Inc. REV I DATE °ESCRNnM
2x pudin/
chair rail 2x roof
beam/ upright
2" x #10 S.M.S. 0 #14 Teks I #14 Teks
into each purlin
'7
chair rail screw
boss 0 0 0 0 0 0 0 2x purlin!DesignBuilding and the FBC 27onforms to the ,
2x roof chair rail Residenal
beam/ upright supplements andl
the 2009
1845 wall th
the ASCE 7 for
.1845 wall j14 Teks the following windload:
092wa11 ao MPH, EXPO
.092 wall 45 - P0 degree angleL 0—r—. �ew of R- 0
Y4" x 3" Through bolt w/ Nylock nut
Y4' x 3" Through bolt w/ Nylock nut -.FEB 0 7
Side View
DATE .: .
Lateral Deflecfion Brace Front View
Lateral Deflection Brace
40-r4oh H. sh .. . P.E.
FL-*; 1 333
2X2XYs ANGLE
FRONT VIEW
10' x We LAG MOLT
1X2 OPEN e11CK `
5' OR 7' SUPER aurmn
014 TEK
sallms
2X2x111 ANGA
1X2 OPEN ®ACx
S' OR 7' WPIR mumet
#14 TEK
sclt M
`ROOF ■!AM
DIRECT CONNECTION
POOL ENCLOSURE ROOF TO SUPER GUTTER
SIDE VIEW
HO
sn"
5" (
_ ,'q
13/16' INTERNAL SPLICE
PLATE TYP. ON EACH
HALF OF BEAM
I ENDS OF PLATE PURLIN
MAY BE SQUARE
CUT
• . • •
• • • • •
• •
12"
1?p
BOX BEAM
PER SIDE PER END
IN TABLE BELOW
►14 TEK
9CI Ws
} Minimum Fascia Support Required:
This pool enclosure may be attached to a host structure meeting the
following minimum requirements at the point of attachment. -
Minimum 2X4 fascia or sub fascia with 2X4 rafters on 24 inch centers. Prior
to installation of the pool enclosure, .two #10 X 4 inch S.M.S. (mip. penetration
into the rafter tail of 1.5 inches) will be screwed through the fascia or sub fascia
into each rafter tail. Overhangs over 30 inches; excluding the gutter,. will require
an inspection of the rafters and fascia.
SMB
' AIED.EASTENERSORATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
Beam
Size
Splice
Plate
Thickness
*14 TEKs
PER SIDE
PER END
2X4 SM6
Y16°
12
2X5 SMB6"
12
2X6•SMS
Y16"
12
2.X7 SMB
Y16'
14
2X8 SMB
y16"
16
2X9 LW SMB
_6"
16
2X9 HW SMS
r%"
16
2X10 SMB
Y"
24
MANSARD SPLICE CONNECTION
F.
Py
z
1.5' x 6' x .04(r
Aatbarsecured
with 6 #14 Teks
#14 Teks
a
d
1.5'x4'x.040"
1.5'x4"x.040'
at bar secured
flat bar secure
wiith 4 #14 Teks
with 4 #14 Teks
a4 #14 Teks
C
a
4 #14 Tek
main beam
Diagonal brace to purlin connection
FLILINE Inc
672 N Semoran Blvd Suge 204
. Orlando FL 32807
Office: (407) 27%tM
Fox (4M 278-114tS
Cort of Auth: 2M
CONTRACTOR
American Aluminum & Window,
Inc.
5245 Tower Way I
Sanford FL 32773 I
407-688-0609
Contractor's job #- Bren and
FLILINE job # -Amer Alum-
Bren and
PROJECT INFORMATION
Mike Bren and
8742 Thompson Point Rd
Port St Lucie FL 34986
I sheet *: of C? 1
Design conforms to the FBC 2001
Building and the FBC 2007
Residential with the 2009
supplements and the ASCE 7 for
the following windload:
1,3 o MPH, EXP
Engineer of Rid
FEB 0 7 2011
DATE.
H. -Sh PaE.
FL #: 1. 333 ,
a
O O
7.2 X 2 ANGLE 2 X 2 ANGLE
x X 3- THRU BOLD
a WITH NYLOK NUT
O O y X r THRU BOLD - 2 Xt3 PCB_ O
WITH NYLOK NUT
010 2x8FC8
EVERRYY 2X8FCB
EVERY
8 INCHES
2x6FPS w/2#3 .X2TAPCON
ATTACHMENT OF CARRY
BEAM TO WALL
ATTACHMENT OF CARRY BEAM TO
FLORIDA POWERBEAM UPRIGHTS
2X8FCB
2X6FCB
__�
• 2 X 2 ANGLE
'3
x
UJI
(2)
,.� . angle� �8
w '3 td /4
� I
� 'i"EIG SciZ�ws
3 �
N
LL-
R X
N
i
(U
FCB
FILE COPY
CONCEALED FASTENERS OR ATTACHMENTS'
ARE THE RESPONSIBILf TY OF THE
CONTRACTOP OF RECORD
FLILINE Inc
672 N Semoran Blvd Suife 204
Orlando FL 32807
Of e: (407) 2754099
Fax: (407) 2754815
Cart of Auth: 28M
CONTRACTOR
American Aluminum & Window,
Inc.
5245 Tower Way
Sanford FL 32773
407-688-0609
Contractor's job #- Brengard
FLILINE job # —Amer Alum-
Brengard
PROJECT INFORMATION
Mike Bren and
8742 Thompson Point Rd
Port St Lucie FL 34986
Design conforms to the FBC 20M
Building and the FBC 2007
Residential with the 2009
supplements and the ASCE 7 for
the following windload:
MPH, EXP
Engineer Of Rstwd
FEB..Q.-T. 20,11 1
ILI FL NE Inc
672 N Semoran Blvd Suite 204
FOR ALL SPANS BETWEEN UPRIGHTS OVER 6.5' Orlando FL 32807
2-*14 TEKS INTO EVE RAIL Office: (407) 275-1098
ZX2X1/B.ANGLE Fax (407)27546f$
FOOTER NOTES: Cart of AuM: 2�iE3
1. FOOTER SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (> 1000 PSI) THAT SHALL EVE RAIL
BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO PREVENT SETTLING.
2. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2500 PSI W/ FIBER MESH OR 5X5-1OX10 WW MESH
3. 3 -*3 BARS IS EQUIVALENTTO 1 - #5 BAR.
i
i
GRADE'
• B NOTE:
IF INSTALLING PAVERS ON TOP OF CONCRETE DECK,
THEY MUST ABUT THE ALUMINUM UPRIGHTS. UPRIGHTS
MUST BE DIRECTLY ATTACHED TO THE CONCRETE FOOTER
2 #r5 REBAR
CONTINUOUS
2 - * 10X2"
SMS INTO M
AND EVE RAIL
COLUMN
CHAIR RAIL
CONTRACTOR
American Aluminum & Window,
EVE RAIL
Inc.
5245 Tower Way
*14 TEKS EVE RAIL
Sanford FL 32773
407-688-0609
2X2X2XI/B 2'x#10 S.M.S.
ANGLE
Contractor's job #- Bren and
FLILINE job # -Amer Alum-
Bren and
PROJECT INFORMATION
8"X12" W/ TWO #5 REBAR FOOTER SIDE VIEW
Mike Bren and
MAXIMUM SPAN: 30FT 5IN 8742 Thompson Point Rd
FRONT VIEW Port St Lucie FL UQRA
8"X12" MONOLITHIC FOOTER FOR SCREEN ROOF EAVE RAIL SUPPORT ANGLE
Alternative to Eave Rail Support: Place 2" #10 every 9 inches
CONCEALED FAST ENERS OR ATTACHMENT S Sheet *: of
----ARE THE -RESPONSIBILITY OF THE 4 REVISION HISTORY
CQPdTpACTOA OF RE�gRR
REV DATE
FIL co
Roof Beam or
i Eve Rail 2x2xYa angle Transom Upright
1 FOOTER NOTES: 10"x:y
i 1. FOOTER SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (>1000 PSI) THAT SHALL 9
BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO PREVENT SETTLING. w/ Fe
2. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2500 PSI W/ FIBER MESH OR 5X5-10X10 WW MESH
3. 3 -#3 BARS IS EQUIVALENT TO 1 - #5 BAR.
Super Gutter
i side wall Design conforms to the FBC 200
Upright ---,Front View
GRADE 2 - #10 TEK Building and the FBC 2007
Screws Residential with the 2009
12" Down Spout
lo"x% supplements and the ASCE 7 for
NOTE: Hole w/ Fe the: following windload:
IF INSTALLING PAVERS, THEY MUST ABUT THE FOOTER OR
ALUMINUM UPRIGHTS. UPRIGHTS MUST BE DIRECTLY -�-.�=MPH, EXP
ATTACHED TO THE CONCRETE FOOTER Super Gutter
12 REBAR 12 E � �
OW
CONTINUOUS 3 - #10 TEK
Screw� E
_ 3x2x3'g Angle
Super Gutter FEB 0 7 ' 2011`
12"X12" W/ TWO #5 REBAR End Cap
MAXIMUM SPAN: 30FT W Purlln
DATE — "
12"X12" RIBBON FOOTER FOR SCREEN ROOF Plan View
Corner LAG Over Side Wall
% #: 1933'
FLILINE Inc
672 N Semoran Blvd Suite 204
eave rail Orlando FL 32807.
Office: (407) 275-1090
purlln Fmc (407) 276-10ts
Cod of Auth: 28�i
rmWv charm a ,
a ino = Sa'evsl T I Super ,
i
' Front Vfer
PURLIN AND EAVE RAIL CONNECTION TO TRANSOM
WALL CONNECTING TO SUPER GUTTER
gutter 3 x CONTRACTOR
Side View American Aluminum 8 Window,
Purlin attaches to Inc:
eave rail with 4 4' x 10' SMS 5245 Tower Way
through screw bosses Sanford FL 32773
407-688-0609
ea ie rail 3' x #10 S.M.S.
1 pulrlin 2 18' O.C. Contractor's job #- Bren and
FLILINE job # -Amer Alum-
0 0 0 0 0 Bren and
PROJECT INFORMATION
Super Gutter
Mike Bren and
8742 Thom son Point Rd
3' x #10 S.M.S. Port St Lucie FL 34986
within 2' of purlins
Front View
Sheet: of
PURLIN AND EAVE RAIL CONNECTION TO
SUPERGUTTER
ALUM. FERRULE (PICKET)1X1
TUBE .040 WALL FILE'COPY
3/8"x10" LAG
2X_ FASCM CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF WORD
5" OR 7" SUPER
GUTTER
SECTION.
USE ON GUTTER WITH NO LOOKOUTS OR
MAIN BEAMS. PLACE LAGS AND FERULES
EVERY 4 FEET MINIMUM
SUPER GUTTER WITH NO MAIN BEAMS ATTACHED
)esign conforms to the FBC.200i
Building and the FBC 2007
Residential with the 2009
supplements and the'ASCE 7 for
the following windload:
3 o MPH, EXP.
Enginew d Rawinld
FE® 0I.T ZO I r
DA-M
(IQZL
- _,. .�
Iot. 9
•tndicates placement
of Beard ': adtetai
Deflection Brace
0
IY2
-
i
pis,
2 V 2
X
N
z x v FGt3
—
2
2 xco �12
FPS
Z)e3
Zx3
3
Ca .#�;
N
I X2
2x 2
t0L x�
N N �l �t
2X2-
Jr La
FLILINE Inc.
672 N Semoran Blvd Suite 204
CONCEALED FASTENERS OR ATTACHMENTS
Ofllcen(407) M111009
ARE THE RESPONSIBILITY OF THE
7 54015
Fcert 251110
CONTRACTOR OF RECORD
2x 2
knio
x - If 7
2X Z
i 7. 3' �I'� c7.3'.
a
CONTRACTOR
American Aluminum & Window,
Inc.
5245 Tower Way
Sanford FL 32773
407-688-0609
"FmILE '�"Jopy Contractor's job #- Bren and
FLILINEjob # -Amer Alum -
a
PROJECT INFORMATION
Mike Bren and
m M 8742 Thompson Point Rd
lQ Port St Lucie FL 34986
� 9
N Sheet #: C' of q
- REVISION MSTOtRY
REV I DATE IDESCRIPTION
�x
r
.2xv� zsi
I x Z. ac
esign condo ms b to F9C 200
Building and the F9C 2007
Residential with the 2009
—� supplements and the ASCE 7 for
2 , the following windlood:
z r �J 0 MPH, EXP L�
Engimm of Mcbrd .
n � '
FEB 0,7 ZUII1.,
DATE
r n R.Shep dso ! :E.
FL#:'19 33'