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Date: / -
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PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION SCA YNEn
2300 Virginia Avenue S
Ft. Pierce, FL 34982-5652
772462-1553 C4cie cp,,,it,
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: i O I Z4 rpq,�wNGsS ON
2. PROJECT NAME: ?-4ri a O SITE PLAN NAME:
3. PROPERTY TAX ID #: 33 2- l - Poz
4. LEGAL DESCRIPTION (attach extra sheets if necessary): Co&tA W N P,_Ae, % U y 2 Copt L3Z(- ZYZ%
5. PLAT BK PAGE BLOCK LOT -
6. PARCEL SIZE: C /SQ FT. ,'l LOT DRdENSIONS li3• Wx
7. SETBACKS (ACTUAL) FRONT:_ N-A 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
❑
HABITABLE GLASS ROOM
❑ NEW
❑
EXISTING
X
❑
CAT 1, 2 OR 3 SUNROOM
❑ NEW
❑
EXISTING
X
❑
ALUMINUM COMP. SHED
❑ NEW
❑
EXISTING
X
®
POOL -ENCLOSURE
, ® NEW
❑
EXISTING
`Z3. X 3-z. n
-I"
❑
M H ROOF OVER
- ❑ NEW
❑
EXISTING
X
❑ ROOF SYSTEM OVER
EXISTING ACCESSORY STRUCTURE
❑ NEW
❑
EXISTING
X
❑
OTHER:
❑ NEW
❑
EXISTING
X
❑
ALUM POOL FENCE
Linear feet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
9. VALUE OF CONSTRUCTION: $ G
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 $2500 or more, a RECORDED Notice of Commencement must be submitted
PRIOR TO FIRST INSPECTION.
SLCCDV Form No.: 001-02 Rev.04/26)2010
OWNER INFORMATION
NAME: --l4atA0,$ 4t-6W
ADDRESS: 16%?A j-+of�,�2j�tsSj Garay
CITY: i� :t ,S o . L.XTz STATE: (-i., ZIP 3�5
PHONE (DAYTIlVIE): (12_�) 3-70- Ot►l0 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):
CONTRACTOR INFORMATION
STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #:
BUSINESS NAME: AtDrgepp r-4
QUALIFIER'S NAME: Rf +� f'1 , '
ADDRESS: 125$ A-2. s-0 3n, (AMYZJ� 5-n
CITY: PC�N fir. Lycx�: STATE: ZIP
PHONE (DAYTIlVIE): C111) 3` o- ZZ1° FAX NO. 3`{0 -"� 8 email:
@4A'r411dC.C.(<sU'eet4. CGIC4S'�' IX. AA
ARCHITECT/ENGINEER: SOP'COAS j STV^"CA
ADDRESS: t 3670 *, YTO J-r !J S,I ScZ' 16(
CITY: C'w")%4-W *yt-'yL STATE: 1 .. ZIP ? -9 60
PHONE (DAYTIME): zl S 3 Z - 9 Gp0'
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)
OFFICE USE ONLY
SECTION
DIP-"
TOWNSHIP
2 (_
J lf�
RANGE
Q
1
MAP NO.
ZONING
���
LAND USE
C
LOT CVG %
Additional
Permits
,lam
Required
REPORT
BIMS FEE
$
MISC FEES
$
TOTAL FEES
CODE
BUILDING & ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
COMPLETE
� �2
� '
TNITTATC
1�,(i
7,S'�IIX, Zq �►6.bY
PLAN REVI :;( SPECIFICATION CHE(1..!LIST
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.
❑ 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 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 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 .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 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.
(H) SITE CONSTRUCTED SHEDS, HAVING ANYALUMINIJM 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" 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.
(no 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) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 11.2.4 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 0 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
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.
WNER OR CONTRACTOR SIGNATURE ONTRACTOR SIGNATURE
STATE OF FLORID ®k,
COUNTY OF �j
The foregoing instrumentwasacknowledged before me
en
me this &� day of a ( , 201L,
by // 1" A -&,
who is personall wn to me, or who has
produced
as identification. jOSANDRA A. LONDO
NOTARY PUBLIC
STATE OF FLORIDA
t,omm# EE(WeW
Sigma ofNotary �—Expires 3/9/2016
IMPORTANT NOTICES:
STATE OF FLORIDA
COUNTY OF-- - -
The foregoing instrument was acknowledged before me
me this day of
by-Y
who is personally known to me, or who has
produced
JV.7hUtllJY�Fi F0. L I"L."
as identification. NOTARY PUBLIC
TATE OF FLORIDA
EE172194
/201C(Seal)
Sigma ofNotary
• TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS
BUILDING PERMIT AS AN OWNERBURDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE
LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERBLDR
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, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3694933 OR BOOF�"-R1 PAGE 227, Recorded 04/18/2012 at,1='�58 AM
r
Permit No.
State of Florida County of St. Lucie
NOTICE OF COMMENCEMENT
Tax Folio No. _.33A)- 8'01 - 0001;-000- 3
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.
Le Descriptlo f Property: and street address If
C lJ�Et. r a availabtlo):f Wc9Z:e3!'� ��re�neGeneral description of improvement: BPS r::n V_i C6Ur-X—
Owner I for�^^ation or Lessee I ation if the Lessee contracted for the Improvement:
Name dUSd Yl $. �9nCcJ n
Address t'JAy b e'
Interest in property:
Name and address of fee simple titleholder (if different from Owner listed above):
Contractor's Namel'141fUlJdaty— SLreenlfft'n IrJC
Contractor Address: /oi98 9� SJJ tSmore. .,fir— L c/y Phone Number: ��
Surety (if applicable, a copy of the payment bond Is attached): Amount of bond: $
Name and address: Phone number:
Lender Name: Phone Number:
Lender's address:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided bySection
713.13(1) (a)7., Florida Statutes:
Name: Phone Number:
Address:
In addition to himself or herself, Owner designates
Lienors Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number ofperson or entity designated by owner:
to receive a copy of the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date is specified)
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 1, 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 LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
my kno edge a//nn�d belief.
(Sig atu of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager
(Signatory's Title/Office)
The foregoing instrument was acknowledged before me this _50 day of MiU8 L, 20IZ,
By 5U50_A )2tLl) -W as tr���—� for
Name of Person Type
Type of authority (e.g. officer, trustee) Party an behalf of whom Instrument was executed
JOSANDRA A LONDCj'ersonally known o produced Identification_
( [nature of Notary Public - State of Florida) NOTARY PUBLIC
( rint, Type, or Stamp Commissioned Name of Not STATE OF FLORIDA Type of Identification produced
Comm# EE172194 a
Expires 3/91E018 ?'
STATE. Of FLOIR N
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CONTRACTOR: ADIRONDACK SCREENING, 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
of the Aluminum Design Manual prepared by The Aluminum
Association, Inc. Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5:
Risk Category 1.
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: 140 MPH.
Exposure Category, Paragraph 1609.4.3: C
3. Screen roof enclosure, Table 2002.4
Foundation Design
Footing Size and Reinforcing: Existing 8" x 8"
95 Cont 31" overlap at joints on 3" chairs and
Grout. The foundations are based on a minim
pressure of 1.500 nsf hearing ennneity of enil
The following specifications are applicable to this project:
1. 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
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1 % - ASTM C 260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
vi. 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.
2. Aluminum extrusions shall be 6005 T5 Alloy
3. Fasteners are required to be SAE Grade 2 or better zinc plated.
4. 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.
5. The minimum nominal thickness of protector panels (kickplates)
shall be an industry standard of 0.024 inches.
6. Screened enclosures containing swimming pools shall comply with
the applicable requirements of FBC R4101.17 Residential
Swimming Barrier requirements.
7. Screen material shall be 18/14 screen unless approved by Suncoast
Architecture & Engineering, LLC.
8. Door location sliall be determined by contractor in the field.
9. Roof bracing shall be a minimum 2"x2"x0.44". Connection sliall be
similar to C/A-2 w/ top strap.
10. When pavers are under aluminum members contractor shall
epoxy to deck or grout to deck w/ 3000 PSI grout with bonding
agent.
11. Design slialI be based upon "PINNED" upright analysis unless
approved by Suncoast Architecture & Engineering.
Roof Type
Roof Type: Mansard
00
1X2
O) X N X
i 2X6
SMB
X
N _2
1X2 A-3
9'-6" --
16' OVERHANG W/ 5"
SUPER GUTTER A-3
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2X2
2X2
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PROFESSIONAL SEAL
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S'I)LITCIE CCUNTTY BUILDING DIVISION
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PLAN AND p RRAUT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE.
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ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x2:2"x2x0.044'
2x3:2"x3"x0.0501,
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
Ye" x 2" x 2 X UPRIGHT
SIZE - 2" BREAK FORMED
5032 H-32 ANGLE
SELF -MATING OF SNAP
SECTION-TYP
MIN 4" SLAB 2500 PSI
OPEN BACK SECTIONS
CONC w/ FIBERMESH
SL::l'
Ix2: 1"x2"x0.040"
1 x 3: 1" x 2" x 0.045"
x 2" O.B. BASE PLATE - TYP
SNAP SECTIONS
7 X- MIN CONC
ANCHOR EMSEOMENi
2 x 2 Snap: 2" x 2" x 0.045"
2� •
2 x 3 Snap: 2" x 3" x 0.050"
MIN 5d MIN EDGE DISTANCE FROM
2 x 4 Snap: 2" x 4" x 0.045"
EXTERIOR OF COLUMN TO
/
a OUTSIDE EDGE OF SLAB
SELF MATING (SMB)
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
SIDEVIEW (1)12"CAP SCREWw/NYLOCK
2 x 5 SMB: 2" x S' x 0.050" x 0.100"
JAM NUT- IN LIEU OF NYLOCK JAM
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
NUT, JAM NUT w/THREADLOCKER
MAY BE USED
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
WIND ZONES 130+ USE TIGHTEN TO CONTACT - DO NOT
2 x 8 SMB: 2" x 8" x 0.072" x 0324"
(2) % x 4" LDT OVERTIGHTEN
/
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
WIND ZONES 100 TO 120 USE 1
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
(3) 1/4 X 2 1/4" TAPCONS I
MEMBER SIZE
EDGE "C"
2X4
Al
ZX5
1"
2X6-2X10
1y"
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/ (3) #10 x 1-12"
1X FASTEN TO EAVE RAIL
W1 #10X 1-12" 6" FROM
UPRIGHT 8 24" O.C.
(1) 12" x 2-12"
THRU BOLT
W/RED NYLOCK
iY
d �
6'
C •
FRONT VIEW
1' x 2" BASE PLATE ANCHORED TO
CONC w/ 1/4" X 1 10 QUIKSEP 6"
MAX EACH SIDE OF POST AND 24"
O.C. MAX
B 2" x 4" OR LARGER SELF -MATING UPRIGHT TO DECK DETAILS
A-2 SCALE NTS
2Yi" x%" x (GIRT OR PURLIN
WIDTH +y"x BEAM DEPTH OR
UPRIGHT DEPTH -Yi') ALUM
BACKING PLATE
2")W OR 2"X3"
0 x 1 Yi' SMS INTO SCREW
SNAP OR SELF -MATING BEAM
ONLY
C PURLIN OR GIRT TO BEAM OR POST DETAIL
A_2L SCALE: NTS
3/16" 5052-H32 GUSSET #14 SMS 1 1/4' O.C.
2"X_SMB BEAM NOTCHED
OVER UPRIGHT
2' x 2' PURLINS ATTACHED TO
(SEE A-1 FOR SIZE)
BEAM w/MIN (4) #10 x 1 Y" SMS
PLACE WASHER UNDER
PURLIN
SCREW IN GUSSET CORNER
PROJ PURLIN LENGTH X 2" X 1/8" 5032-
i
H32ANGLE EA SIDE
/ /
•
OR
•
PROJ PURLIN LENGTH X2"X.063"
• •
5032-1132 RECEIVNG CHANNEL
• • • \
2" x 2" EXTRUSION •
•
1 1/4" TYP •
\ • 518" TYP
1" x 2" OPEN BACK EXTRUSION
• 3 \ i5'
\ \ 93 \ g' 8
• X
NOTCH POST AS REQUIRED
I 2"_XSMBURIGHT
(SEEA-1 FOR SIZE)
INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL
DO NO OVER TIGHTEN. PATENT PENDING
UPRIGHT TO BEAM CONNECTION
A-2 SCALE:NTS
NOTES:
1. GUSSET DIMENSIONS ARE MINIMUM
(2) REQ'D - (1) EA SIDE OF BEAM - MAY BE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 1/4" C/C
SPACING
3. GUSSET LENGTHS REMAIN CONSATANT,
WIDTHS CHANGE TO MATCH BEAM SIZE
E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM
A_2Z SCALE: NTS
F SLOPED PURLIN CONNECTION DETAIL
A SCALE: NTS
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(2) 3/8" x 2" LAG
1' X 1" X 0.062" ANGLE AT
EACH BEAM ATTACHMENT
POINT AND AT MIDPOINT
BETWEEN BEAMS w/(2)#8
X 3/4" SMS INTO GUTTER
LIP
2"x2"xy"XALUM
ANGLEw/ (2) ROWS
#14 x %" SMS 1 1/4" O.C.
INTO BEAM - EA SIDE L
MATING
ELEMENT
1" x 2" x 0.044" OPEN BACK —
2"x2"xYe"XALUM ANGLE
w/ (2) ROWS #14 x V." SMS
1 1/4" O.C. NTO BEAM - EA
SIDE
(4) #14 X Y4" SMS INTO
GUTTER
w/ .062" BACKING PLATE ON
INSIDE OF GUTTER
• •
�1 CONTRACTOR TO VERIFY
2" x 4" MIN. FASCIA- IF
LESS THAN 2"X4" FASCIA,
2" x 4" SUB FASCIA SHALL
BE PLACED OVER,
LENGTHEN LAG SCREWS
TO FULLY PENETRATE SUB
FASCIA. IF OTHER FASCIA,
ADD 2" x 4" PT FASCIA w/)S"
LAG BOLTS -1y"INTO
TRUSS TAILS -
COUNTERSINK FLUSH.
WHEN INSTALLING& LAG
SCREWS, PRE-DRILLw/Ye"
DRILL TO PREVENT
SPLITTING.
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A-3 SCALE: N.T.S.
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H'1 CORNER K-BRACE DETAIL
A_3 SCALE: N.T.S.
17 r"
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8" LONG PROVIDE#14X
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— — a — — —
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•
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DETAILS
OFFICE USE ONLY:
DATE FILED-
REVISION FEE: <�
1.
SCANNED
BY
�8t. Lud6 C®u.nty
RECEIPT NO.:
PERMIT i ii
�V/
ST. LUCIE COUNT'T"
DEPARTMENT OF COM1+iUNITR
BUILDING & Z�
2300 VIRGNIA AVE
FORT PIERCE, FL 34982-
561-462-1553
APPLICATION FOR BUILDING PERTIIT
PROJECT- I` FORMATION
LOCATIONlSITE
:ADDRESS: i0 l 24 -rl
C-ANt 5S 0
2. DETAILED DESCRIPTIONS OF PROJECT
REVISIONS: (! ni" -I-�'-�" �. Mks �"k fAr5s�C
ate- REVISIONS: —
a
3. CONTRACTOR INFORMATIOti:
ST. OF FL REGICERT"r ST. LCCIE COUNTY CERT.-
B[:SI- ESS,NA_%IE: ~��^�-
QualifiersName:�- �6�N�t�+T�
ADDRESS: . A-3 .S m�-% 3T
CITY: I eelSTATE: Fa.. ZIP:.
PHONE (DA4T1`IE): 3qO - FAX 9 3-40 -
4. ARCH ITIE`GI-NEER:.
NAME: .Srivv'N I►nefLuF,A
ADDRESS: f3�,3d SS�kS-r� SJz16I
CITY: (.i-�k.2�J1�-it.'i2 STATE: ZIP: 3574
PHONE(DAY-TI-NIE): -72-1 -!'TZ- clu0 FA.�
LiN
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CONTRACTOR: ADIRONDACK :ENING, 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
of the Aluminum Design Manual prepared by The Aluminum
Association, Inc. Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5:
Risk Category 1.
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: 140 MPH.
Exposure Category, Paragraph 1609.4.3: C
3. Screen roof enclosure, Table 2002.4
Foundation Design
Footing Size and Reinforcing: Existing 8" x 8" ribbon footing w/(1)
#5 Cont 31" overlap at _joints on 3" chairs and filled W/ 3000 PSI
Grout. The foundations are based on a minimum soil bearing
pressure of 1,500 psf. bearing capacity of soil shall be verified by
licensed contractor prior to pouring concrete.
The following specifications are applicable to this project:
1. 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
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1% - ASTM C 260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
vi. 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 hatching 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.
2. Aluminum extrusions shall be 6005 T5 Alloy
3. Fasteners are required to be SAE Grade 2 or better zinc plated.
4. 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.
5. The minimum nominal thickness of protector panels (kickplates)
shall be an industry standard of 0.024 inches.
6. Screened enclosures containing swimming pools shall comply with
the applicable requirements of FBC R4101.17 Residential
Swimming Barrier requirements.
7. Screen material shall be 18/14 screen unless approved by Suncoast
Architecture & Engineering, LLC.
8. Door location shall be determined by contractor in the field.
9. Roof bracing shall be a minimum 2"x2"x0.44". Connection shall be
similar to C/A-2 w/ top strap.
10. When pavers are under aluminum members contractor shall
epoxy to deck or grout to deck w/ 3000 PSI grout with bonding
agent.
11. Design shall be based upon 'PINNED" upright analysis unless
approved by Suncoast Architecture & Engineering.
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ST. LUCIE CO�JNTY B ING DIVISION
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PLAN
Roof Type
Roof Type: Mansard
REV 12/12/12
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ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.044"
2 x 3: 2" x 3" x 0.050"
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x0.040"
1x3: 1"x3"x0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2X9SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MEMBER SIZE
EDGE "C"
2X4
Y2"
2X5
1"
2X6-2X10
1y"
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/ (3) #10 x 1 12"
1" x FASTEN TO EAVE RAIL
W/ #10 x 1 12" 6" FROM
UPRIGHT & 24" O.C.
(1) 1/2" DIA. x 212" THRU BOLT
W/ NYLOCK JAM NUT- IN LIEU
OF NYLOCK JAM NUT, JAM NUT
W/ THREADLOCKER MAY BE USED
L
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SIZE - 2" BREAK FORMED
— 5052 H-32ANGLE\
MIN 4" SLAB 2500 PSI CONC
w/6x6-10x 10 WWM
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— — — —
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A-2 SCALE: NTS
C PURLIN OR GIRT TO BEAM OR POST DETAIL
A-2 SCALE: NTS
3/16" 5052-H32 GUSSET #14 SMS 1 1/4" O.C.
2" x_SMB BEAM NOTCHED
— OVER UPRIGHT
(SEE A-1 FOR SIZE)
2" x T PURLINS ATTACHED TO
BEAM w/MIN (4) #10 x 1 Y" SMS
PURLIN -
PLACE WASHER UNDER
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PROJ PURLIN LENGTH X 2" X 1/8" 5032-
H32 ANGLE EA SIDE
•
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PROJ PURLIN LENGTH X2"X,063"
• • • \
5032-H32 RECEIVNG CHANNEL
• •
2" x 2" EXTRUSION-
• \
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1 1/4 TYP •
1" x 2" OPEN BACK EXTRUSION-
\ , sis" TYP
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NOTCH POST AS REQUIRED-
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INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED ASTO
NOT DAMAGE BASE MATERIAL
DO NO OVER TIGHTEN.
PATENT PENDING
D UPRIGHT TO BEAM CONNECTION
A-2 SCALE: NTS
NOTES:
9 1. GUSSET DIMENSIONS ARE MINIMUM
(2) REQ'D - (1) EA SIDE OF BEAM - MAY BE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 1/4" C/C
SPACING
3. GUSSET LENGTHS REMAIN CONSATANT,
WIDTHS CHANGE TO MATCH BEAM SIZE
E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM
A_2 SCALE: NTS
F SLOPED PURLIN CONNECTION DETAIL
A-2 SCALE: NTS
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DETAILS
REV 12/12/12
(2) 3/8" x 2" LAG
1" X 1" X 0.062" ANGLE AT
EACH BEAM ATTACHMENT
POINT AND AT MIDPOINT
BETWEEN BEAMS w/ (2) #8
X 3/4" SMS INTO GUTTER
LIP
2"x2"xy"XALUM
ANGLE W/ (2) ROWS
#14 x %" SMS 1 1/4" O.C.
INTO BEAM - EA SIDE L
MATING
ELEMENT
\ • • CONTRACTOR TO VERIFY
2" x 4" MIN. FASCIA - IF
rl LESS THAN 2"X4" FASCIA,
1" x 2" x 0.044" OPEN BACK 2" x 4" SUB FASCIA SHALL
BE PLACED OVER,
LENGTHEN LAG SCREWS
2" x 2" xYe" X ALUM ANGLE TO FULLY PENETRATE SUB
w/ (2) ROWS #14 x W SMS LFASCIA. IF OTHER FASCIA,
1 1/4" O.C. NTO BEAM - EA ADD 2" x 4" PT FASCIA w/ &
SIDE LAG BOLTS-1 Y2" INTO
TRUSS TAILS -
COUNTERSINK FLUSH.
(4) #14 X" SMS INTO WHEN INSTALLING Yz" LAG
SCREWS, PRE-DRILLW/%"
GUTTER DRILL TO PREVENT
w/ .062" BACKING PLATE ON SPLITTING.
INSIDE OF GUTTER
G f GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A-3 SCALE: N.T.S.
4"X 4"X j"PLATE
W/#14X 1" INTO EACH
MEMBER AS INDICATED
H-1 CORNER K-BRACE DETAIL
rSCALE:
k�j — tLt
2":X2"X7/B" ANGLE X
8" LONG PROVIDE #14 X
1" INTO EACH MEMBER
AS INDICATED
BELOW
NOTE:
SEE H4/A-3 FOR
INTERIOR CORNER
\
K- BRACE
\
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GIRT
•
K- BRACE
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2":X2"X1/8"X4"ANGLE
PROVIDE #14 X 1" INTO 6
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A-3 SCALE: N.T.S.
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