HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE
PLANNING & DEVELOPMENT SERVICES R C I VI
p BUILDING & CODE REGULATION DIVISION
o 2300 Virginia Avenue B SCANNED AUG 0 7 2013
- _ - — — Ft. Pierce, FL 34982-5652
772-462-1553 St. Lucie COunt
Y
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
1_ LOC:ATTONNITF ADT)RFSS \\ O O 0 rC Y l A ' 'C - —a I C cl � 1-21 4 1 r-11) 114
2. PROJECT NAME: �y Q SQITE PLAN NAME: �-� , w
3. PROPERTY TAX ID #:
4. LEGAL DESCRIPTION (attach extra sheets if necessary): \k,�
5 -\
5. PLAT BK �oA PAGE \D L O BLOCK LOT �.� O
6. PARCEL SIZE: ACRES/SQ FT. \S , Q) C) LOT DIMENSIONS \QCD -�k \SZ:3
7. SETBACKS (ACTU ) FRONT: 1 v��� BACK: DVS RIGHT SIDE: ) v� 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
yt_
❑
NEW
EXISTING
X
c
❑
M H ROOF OVER
❑
NEW' ❑
EXISTING
X
❑ ROOF SYSTEM OVER
EXISTING ACCESSORY STRUCTURE
❑
NEW ❑
EXISTING
X
❑
OTHER:
❑
NEW ❑
EXISTING
X
❑
ALUM POOL FENCE
feet
TOTALSQUARE FOOTAGE OF CONSTRUCTION
^Linear
`t�) � l
9. VALUE OF CONSTRUCTION: $y'sQ G . o 0
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
OWNER INFORMATION
NAME• ��`SI- � � ��C\`��� � �� C,.���--� � ' . .
ADDRESS:
CITY: \ C Cst. , q
STATE: ZIP �l '1
^
� PHONE (DAYTIME): aal� )-- &3\1 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
{� r
STATE OF FLORIDA REG./CERT #: S` C, �`��� 0 A ST. LUCIE COUNTY CERT #: d-`ci V-\
nC
BUSINESS NAME:
L
QUALIFIER'S NAME: a
ADDRESS: L
c�
STATE: ZIP
PHONE (DAYTIME):�^i�c'�- G
ARCHITECT/ENGINEER: � C c. C
ADDRESS:
CITY: � GC STATE: ZIP
p,
PHONE (DAYTIME): 7 - `Oct
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
TOWNSHIP
RANGE
MAP NO.
Additional
ZONING
LAND USE
LOT CVG %
Permits
Re uired
r7'
!ZONING
BIMS FEE
$
MISC FEES
$
TOTAL FEES
ODERT
BUILDING & REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
ETE
,
Iy677A 7Y
ES
PLAN REVIEW 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.
❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113.
(I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT
APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF
A SUBMISSION.
• All plans 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 4'h 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 Bldg Code of 2010, Chapter 20.
• 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 AAT ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE
REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS:
(A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" 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 of the definition.
(2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy
calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of
Florida Building Code.
(V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS
(Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE:
(a) A 4`h wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial
number and current owner's name and street address.
(b) 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 tlye structu"at was in existence prior to removal by the storms.
SIGNATURE
STATE-OFiF1
COUNTY OF
The foregoing instrument was acknowledged before me
me this0\
by ��..�C :Q4- cl�
who is personally known to me, or who has
produced f v\,\A ,
STATE Obi
COUNTY OF
The foregoing instrument was acknowledged before me
me this day of \ , 2A3-1
by C
who is personally known � `o me, or who has
produced _N)k
as identification. as identification.
(Seal)
Signature of Notary Signature of Notary ~`r (Seal)
IMPORTANT NOTICES:
• 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 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.
NOTICE OF COMMENCEMENT
_... TO kE COMPLETED.WHEN CONSTRUCTION VALUE EXCEE 500.00
OR WHEN HEATING OR AIR CONDITIONING REPAIR OR REPLACEMENT EXCEEDS $7,500.00
PERMIT #: D� • On �� TAX FOLIO #:
State of Florida, County of Mt7vof Port St. LucieAhe 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.
1. LEGAL DESCRIPTION OF PROPERTY (AND 'STREET ADDRESS IF AVAILABLE)-' c-,&
\\Qo �a S nc>, � Q'.9-cc-.'43Uc1�S\4, C�.�C�i�:Cl., �-C� �,1,-�Z c:
2. GENERAL DESCRIPTION OF IMPROVEMENT:Qc-,o\-Yrc,\Oc,,,(-Q--")-�
3. Q6WNER INFORMATION or. E]<LESSEE INFORMATION (If Lessee contracted for the improvement)
a.'
Legal Description &.Address:\� Cti0 9.-
b. Interest in property: Owner
c. Name and address of fee simple title holder. (if other than owner):
4. CONTRACTOR:
a. Name: Vincent Tripodi
Address: 6915 Vickie Circle, Melbourne, FI 32904
b. Phone number: 321--729=9695
5. SURETY COMPANY (IF Applicable,'a copy of.the payment bond Is attached):
a. Name & Address:-
b. Phone number: Bond amount:
6. LENDER/MORTGAGE COMPANY:
a. Name & Address:
b. Phone number:
7. PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENT!
SERVED AS PROVIDED BY SECTION 713.13 (1) (a) 7., FLORIDA STATUTES:
a. Name & Address:
b. Phone number: fax number:
B. IN ADDITION TO HIMSELF OR HERSELF,
a. Owner designates of
a copy of the lienor's notice as provided in section 713.13(1)_(b), Florida statues.
b. Phone number:
i
9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT:
(THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED).
ANY PAYMI
PART I, SEC
MUST BE R
PEN
TO-fltAL.
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WARNING TO OWNER:
BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER
3?FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
LN�OSCED-ON-TIE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
Y11,,FORNEY�BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
OF JERJURYJ I OECLARr THAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST OF MY
f B LIEF (SE Idr 92.525, FLORIDA STATUTES
OF OWNER or LESSEE,or OWNER'S AUTHORIZED OFFICER/DIRECTOR/PARTNER/MANAGER
SIGNATORY'S .TITLE/OFFICE
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY QE "20.� BY:
AS CD car fOR N\�
NAME OF PERSON TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM INSTRUMENT WAS EXECUTED
U15ERSONALLY KNOWN OR ❑PRODUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED
NOTARY SIGNATURE
NOTARY PRINTED NAME
J�
NOTARY SEAL
--------------
L, USA M.SMITH
MY COMMISSION # DO 995924
EXPIRES: July 11, 2014
'` BandedThm No!ary Public Underwr tens
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CEHTIFIID T0: - QESLRIPTIDN:' .
Florida National -Baru; BEING•LOT 6&7&8
•St
ewart Title Of St. Lucie eP County _
James Telfer & Barbara E.- Walker"
SvnnIVISIaN of Kern Addition c';te City -
AS RECORDED IN PL11TEOOK- 5 . e : ' 60 t Ntrmr cmri� ttur 7ta: tr.-:am scv.7c: orsravnr . - .
.. OF-MM PUBLIC RECORDS -OF St. Li- 7NC MOON oomm P9rr�F,tT Is rat tvm maaerr 70 7M MICHAEL P: MCI,AUGHLIIJ
COUM, FLORIDA. Isst'of Kt Z= AM nun s :s, sixI' m umarm PROFESSIONAL, LAND . SURVEYOR
.. 'D[R=ION. I n=mi CR w-'naT nn9-ve.?mum 'Die
.'SLThVLYOR•S NOTES: NiNmw Tt:7anru sr�,rm'.y>, eva taxi snvetur. IN-
. - , SMTt or nearut tmw= anti-4 r.a:. ) nnsrwrr 76 - .
.. 1, lands' slam hereon were not a :ted . -V=ICN.47i:o17. FL"IIH Sa7tn.3. Mali T 70 %18 31� St. James Pirnlevard-
:. .. Pd/or ease. o _
for rights of way a wnrrricar:nra nmT� �cx}a. .
record. C Pt. Pierce, FL., 34982.
2, Legal description }+as -pplie Bent. MOLUL P. Fk:LumzrN
PRWIS9IIN.U. UM =v"OR 465-0250 -
i.:r:� ::';:••:: 3. Flood Zone-B Panel # 12028 OB rt� IM W;slnnT:cw.Mw 2%0
D71'I'E: ,�^�-�r� .. ISCIU.E:. � � I [h7N. By'. �! G/r• LJOB No. ; .
CONTRACTOR: TRIPOD ALUMINUM, 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 I -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
VuLT =150 MPH,-VASD =116 MPH
3. Exposure Category, Paragraph 1609.4.3: B
4. Screened Roof Enclosure Table 2002.4
Foundation Design
Existing concrete. 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.
Specifications
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
tan 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.
h. All aluminum components embedded within concrete shall
be coated with a bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Screen Material: shall be 18/14 screened unless approved by
Suncoast Architecture & Engineering, LLC.
4. Fasteners are required to be SAE Grade 2 or better zinc plated.
5. 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.
6. The minimum nominal thickness of protector panels (kickplates)
shall be an industry standard of 0.024 inches.
7. Screened enclosures containing swimming pools shall comply with
the applicable requirements of FBC R4101.17 Residential
Swimming Barrier requirements.
8. Door location shall be determined by contractor in the field.
9. When installing pavers over concrete slab or footing which are
supporting aluminum members, such as continuous screen tracks or
upright, the pavers must be bonded to the concrete with an epoxy,
thinset, or 3,000 PSI grout to ensure full positive contact with
concrete.
10. Design shall be based upon "Rigid" upright analysis unless
approved by Suncoast Architecture & Engineering, LLC.
Roof Type: GABLE
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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DRAWN BY
EL
DATE DRAWN
07/26/13
REVISION
SHEET NO:
A-1
I
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
1/8" x 2" x 2" EXTRUDED
2 x 2: 2" x 2" x 0.046"
ANGLE 5032 H-32 ALLOY EA
2 x 3: 2" x 3" x 0.050"
SIDE SELF -MATING OF SNAP
2 x 4: 2" x 4" x 0.050"
SECTION - TYP
2x5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x2: 1"x2"x0.040"
1 x 3: 1" x 3" x 0.04$"
1"x 2" O.B. BASE PLATE - TYP
saMEXTERIOR
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"2
x 3 Snap: 2" x 3" x 0.050"
SLAB / FOOTING2
x 4 Snap: 2" x 4" x 0.045"
SEE PLAN 5d MIN EDGE DISTANCE FROM
OF COLUMN TO
SELF MATING (SMB)
SIDE VIEW OUTSIDE EDGE OF SLAB
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SNIB: 2" x 5" x 0.050" x 0.100"
1/2" CAP SCREWw/
x 6 SNM: 2" x 6" x 0.050" x 0.120"
JAM NUT - IN LIEU OFF NYLOCKJAM
2 x 7 SMB: 2" x T' x 0.05T' x 0.120"
(2) 3/8" DIA. CONCRETE NUT, JAM NUT w/ THREADLOCKER
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
SCREW ANCHORS I I MAY BE USED
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
(21/4" CONC. EMBED) TIGHTEN TO CONTACT - DO NOT
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
OVERTIGHTEN
MINIMUM FASTENER EDGE DISTANCE: 1/2"
— —7r— —
MINIMUM FASTENER SPACING: 3/4"
1"x 2" BASE PLATE ANCHORED TO
CONC w/ 1/4" x 21/2" MASONRY
r TYPE SCREW EACH SIDE OF POST
IN ANGLE AND 24" O.C. MAX
FRONT VIEW
(1) 1/2" CAP SCREW w/ NYLOCK
JAM NUT -IN LIEU OF NYLOCK
JAM NUT, JAM NUT w/
THREADLOCKER MAY BE USED
TIGHTEN TO CONTACT - DO
NOT OVERTIGHTEN
BRICK PAVERS -
BONDEDTO
CONCRETE
� a , ',� • 2 L4�• 1@I
SLAB / FOOTING ' ,.
SEE PLAN
SIDE VIEW
(2) 3/8" DIA. CONCRETE
SCREWANCHORS
(21/4" CONC. EMBED)
B 2" x 4" OR UPRIGHT TO CONCRETE DETAIL
A-2 SCALE: NTS
1/8" x 2" x 2" EXTRUDED (6) #14 x 3/4" SMS THRU
ANGLE 5032 H-32 ALLOY EA BEAM OR UPRIGHT WALL
SIDE & GUSET PLATE EA SIDE
SELF -MATING
2" x 2" GIRT SECTION - NOTCHING
BEAM AND GUSSET FOR CONTINUOUS
GIRT NOT PERMITTED
• • •
5032-H32 x 3/16"-INTERNAL GUSSET
PING OF SNAP PLATE - GUSSET TO FIT BETWEEN
-TYP SCREW BOSSES
_ _ 1" x 2" BASE PLATE
BRICK PAVERS ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" EMBED)
16" MAX EACH SIDE OF POST
.. �I
AND 24" O.C. MAX
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FOR SLOPED BEAMS,
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W. =
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51/2" FOR BEAM SIZE 6" & T'
61/2" FOR BEAM SIZE 9" & 10"
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SIZE TO 6"
5" (MIN) - FOR BEAM SIZE
6", T' & 8"
6" (MIN) FOR BEAM
SIZE 9" & 10"
UPRIGHT TO BEAM CONNECTION
A-2 SCALE: NTS
2 112" x 1/8" x (GIRT OR PURLIN
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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 1 114"
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
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07/26/13
REVISION
SHEET NO:
A-2
2" x 2" x 1/8" ANGLE x k y
8" LONG PROVIDE #14 1"
x
INTO EACH MEMBER AS
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CONTRACTOR SHALL RUN
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DRAWN BY
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BASE PI ATE
DATE DRAWN
07/26/13
(4) #12 EA MEMBER
REVISION
DETAIL #1
0
-
C-1
I-I-2 CORNER K-BRACE DETAIL
SHEET NO:
1X2 TO HOST STRUCTURE DETAIL
A-3 SCALE: NTS
A-3
SCALE: NTS
H-3
ROOF
A-3
BRACING CONNECTION DETAIL
SCALE: N.T.S.
A-3
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16„
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6" MAX EACH SIDE OF POST
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CORNER POST W/ 1" x 2" @
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FOR 2 1/4" EMBED CONCRETE
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FRONT VIEW
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DRAWN BY
DATE DRAWN
07/26/13
REVISION
SHEET NO:
A-4
CONTRACTOR: TRIPOD ALUMINUM, 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
VuLT =150 MPH, VASD =116 MPH
3. Exposure Category, Paragraph 1609.4.3: B
4. Screened Roof Enclosure Table 2002.4
Foundation Design
Existing concrete. 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.
Specifications
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.
h. All aluminum components embedded within concrete shall
be coated with a bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Screen Material: shall be 18/14 screened unless approved by
Suncoast Architecture & Engineering, LLC.
4. Fasteners are required to be SAE Grade 2 or better zinc plated.
5. 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.
6. The minimum nominal thickness of protector panels (kickplates)
shall be an industry standard of 0.024 inches.
7. Screened enclosures containing swimming pools shall comply with
the applicable requirements of FBC R4101.17 Residential
Swimming Barrier requirements.
8. Door location shall be determined by contractor in the field.
9. When installing pavers over concrete slab or footing which are
supporting aluminum members, such as continuous screen tracks or
upright, the pavers must be bonded to the concrete with an epoxy,
thinset, or 3,000 PSI grout to ensure full positive contact with
concrete.
10. Design shall be based upon "Rigid" upright analysis unless
approved by Suncoast Architecture & Engineering, LLC.
Roof Type: GABLE
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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ST. I UCIE CGUNTY B D NG Day
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DATE DRAWN
07/26/13
REVISION
A 09/05/13
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSIONS
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HOLLOW SECTIONS
1/8" x 2" x 2" EXTRUDED
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MINIMUM FASTENER EDGE DISTANCE: 1/2"
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DRAWN BY
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6" T' & 8"
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
6" (MIN) FOR BEAM
NOTES:
1. GUSSET DIMENSIONS ARE MINIMUM (2)
EL
SIZE 9" & 10"
REQ'D - (1) EA SIDE OF BEAM - MAY BE
DATE DRAWN
" °
INTERNAL OR EXTERNAL.
07/26/13
a
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D
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 1/4"
REVISION
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UPRIGHT TO BEAM CONNECTION
A_2
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CONNECTION DETAIL
AT EAVE RAIL
— — —
710 _x3- WOOD SCREWS, 6"
(2) #14 x 2" SMS TO ATTACH
BRACE TO BEAM THRU
SIMILAR
I
FROM GIRT & @ 12" O.C.
CONC:
GUSSET PLATE
1/4" x 3" TAPCONS, 6"
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FROM GIRT & @ 24" O.C.
1 1Y2" x 5" x 1/8"
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(4) #10 x 1 1/2"INTO
SCREWBOSS
5032-H32 PLATE
DETAIL #2
CORNER P
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4" x 4" x 1/8" PLATE I
W/ #14 x 1" INTO EACH I
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MEMBER AS INDICATED I
QLE:
2" x 2" OR 2" X 3" HOLLOW
1 1!2
•
K- BRACE
FRONT WALL: 3" x 2" x 0.059
d
I
SECTION GIRT
CONTRACTOR SHALL RUN
•
I
• SIDE WALL: 2" x 2" x 0.050"
DRAWN BY
(
1/4"THRUBOLT TO
ATTACH W/ NYLON
F _ _ _ _ _
• •
EL
1" x 2"
•
WASHER & STAINLESS
DATE DRAWN
%
. STEEL NUT
•
BASE PLATE
07/26/13
(4) #12 EA MEMBER
REVISION
DETAIL #1
0 -
C'1 1X2 TO HOST STRUCTURE DETAIL
H-2CORNER
K-BRACE DETAIL
Q
SCALENTS
A_`3
SCALE: NTS
SHEET N0::
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H-3 ROOF BRACING CONNECTION DETAIL
A-3
SCALE: N.T.S.
A-3
CORNER POST
(2) #10 x 1 1 P1" SMS
THRU SCREW BOSSES
SLAB / FOOTING
SEE PLAN
(4) #14 x 3/4" SMS
INTO POST
1" x 2" O.B. FASTENED TO CORNER
POST W/ #12 x 1 1/2" SMS AT 6" FROM
TOP & BOTTOM RAILS. TYPICALLY @
24" O.C.
1/8" x 2" x 2" EXTRUDED ANGLE 5032
H-32 ALLOY EA CORNER W/ (2) #14 x 2"
SMS INTO POST & (1) 3/8" DIA.
CONCRETE SCREWANCHOR INTO
CONCRETE
21/4" MIN CONC
± a ANCHOR EMBEDME
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SIDE VIEW
POST W/ 1" x 2" @
3/8" x LENGTH AS REQUIRED
FOR 21/4" EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
1"x 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
Ate•
(MIN. 1 1/4" EMBED)
fe
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
a
NOTE:IL
CONTINUOUS MALE/FEMALE
68Y
SNAP CORNER POST & 1X2
_
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a' .»
SNAP SECTION MAY BE USED IN
• n , „
LIEU OF 1X2 SCREW FASTENING
e `.:. ....� ^.
PATTERN."
FRONT VIEW
CP-1
CORNER POST TO CONCRETE DETAIL
A-4
SCALE: NTS
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2" x 2" SNAP EXTRUSION
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CONNECT INTERNALLY
W/ BLIND SCREW
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(4) #14 x 3/4" TEKS
W CL
1"x 2" OPEN BACK SNAP EXTRUSION
• • EACH SIDE EACH
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NOTCH POST AS REQUI ED
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1"x 2" O.B. FASTENED TO CORNER
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POST W/ #12 x 1 1/2" SMS AT 6" FROM
ED z 1O IL
00
TOP & BOTTOM RAILS. TYPICALLY @
V) W Iz m o
24" O.C.
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118" x 2" x 2" EXTRUDED ANGLE 5032
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CORNER POST
H32 ALLOY EA CORNER W1 2 #14 x 2"
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SMS INTO POST & (1) 318" DIA.
6,. CONCRETE SCREW ANCHOR INTO
m ¢
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CONCRETE
3
(2) #10 x 1 1/2" SMS
I 4
C
THRU SCREW BOSSES
LL
C
3
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u
SLAB / FOOTING
21/4" MIN CONC
a'* ANCHOR EMBEDMENT
N
W W c
SEE PLAN
♦D: W u
SIDE VIEW
LL
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{-2"� CORNER POST W/ 1" x 2" @
a o W F
W
(4) #14 x 3/4" SMS
I BACKSIDE
W C
I"' U
INTO POST
U w 0 of
318" x LENGTH AS REQUIRED
� W Z W
FOR 21/4" EMBED CONCRETE
0 J p 0
SCREWANCHOR INTO
_ I CONCRETE
Q O
t1 ?j ILL
1"x2" BASE PLATE
ANCHORED TO CONC W/ 114"
_
DRAWN BY
CONCRETE SCREW ANCHOR
EL
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
NOTE:
DATE DRAWN
AND 24" O.C. MAX
CONTINUOUS MALE/FEMALE
a ' " SNAP CORNER POST & 1X2
07/26/13
SNAP SECTION MAY BE USED IN
LIEU OF 1X2 SCREW FASTENING
REVISION
' a-6- d a PATTERN."
1
FRONT VIEW
SHEET NO:
CP-1
CORNER POST TO CONCRETE W/PAVERS DETAIL
A-4
SCALE: NTS
A 4