HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY:
[Ba�.g � %-5 1 Fee Due: 150, 0 O Receipt# q 635 Permit # 1301_ O d
SCANWO
PLANNING & DEVELOPMENT SERVICES BY
BUILDING & CODE REGULATION DIVISION St. Lucie Coun",
0 0 2300 Virginia Avenue
Ft. Pierce, FL 34982-5652
772-462-1553
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
LOCATION/SITE ADDRESS:
2. PROJECT NAME:
3.
4.
5.
PROPERTY TAX I:
LEGAL DESCRIPTION (attach extra sheets if necessary): ! ,,96 W LIT)v -1 600 —�
%\l /0?--Vf--9/-A-:l1 �n-APi.,4-1n.
PLAT BK PAGE 2 Y7 BLOCK
LOT
6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS
7. SETBACKS (ACTUAL) FRONT: BACK: Q� RIGHT SIDE: /, S� LEFT SIDE: � Gi i
8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
TYPE OF CONSTRUCTION
N = New
A = Addition I
R = Rebuild
S = Slab on Grade
SR = Raised S a
WD = Wood Deck
DIMENSIONS
SQUARE FEET OF
CONSTRUCTION
SCREEN ROOM
❑ NEW 9 EXISTING
❑ 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
X
❑ M H ROOF OVER
❑ NEW ❑ EXISTING
X
❑ ROOF SYSTEM OVER
=TING ACCESSORY STRUCTURE
❑ NEW ❑ EXISTING
X
❑ OTHER:
❑ NEW ❑ EXISTING
X
❑ ALUM POOL FENCE
Linear feet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
off/
9. VALUE OF CONSTRUCTION: $ 6 yM
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.04/2612010
1
OWNER INFORMATION
NAME: Al C f t I h Cc, ra-
R
ADDRESS:
q
CITY: ► Y \ ( a (IV\ ( STATE: d� �— ZIP 3 {�
PHONE (DAYTIME): U EMAIL:
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
�C�(M ��
FEE SIMPLE TITLEHOLDER: ei1�( fJ 4
eT-
ADDRESS: Q
CITY: STATE:—L ZIP 3 y5 l
PHONE (DAYTIME): l / l .
CONTRACTOR INFORMATION z ``_ 7
STATE OF FLORIDA R1EG./CERT #: ST. LUCIE COUNTY CERT #:J✓
BUSINESS NAME: 3
QUALIFIER'S NAME: 4
�r
ADDRESS:/ 6 0 3 Aye, Ock ( e
CITY: ( STATE: L ZIP 3
PHONE (DAYTIME): 5 3 & FAX NO. %7)-- y6 ( ?? email: c-Q c eea/
�Vurqc.J-q P C.
ADDRESS: O ✓ h S t/ I
nn
CITY: STATE: ry, ZIP 3 6 V
c
PHONE (DAYTIME): U4) S ) Ddd
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
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
DATE
COMPLETE
INITIALS
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 is in adequate condition to withstand the uplift and weight oft luminum structure and said structure will not
Zfoo rint of the structure thalwas Inexistence prior tore a e storms.
OWNER OR CONTRACTOR SIGNATURE CONTRAC OR SIGNATURE
STATE OF FLORIDA
COUNTY OF S h. L V C
The foregoing instrument was acknowledged before me
me this 'I -kb day of 0% V , 20 Q) ,
by Q !N -�e,c%6. (-0-Ci*,C
who is personally known to me, or who has
produced C.
as identification.
y P` DEANNA GIVENS
Notary Public -State of Florida
`RAw omm. ExSwoec 16, 2016
Signature of Notary �m,9r oQ Commission # EE 858761
°'•%° ;;;`� Bonded Through National Notary Assn.
IMPORTANT NOTIC
STATE OF FLORIDA ,
COUNTY OF S � X--) CAS
The foregoing instrument was acknowledged before me
me this $ day of b V 1 , 20 �3
by PL�t►'FC�G\a Cc+t�tf
who is personally known
produced C 'SG
as identification.
of Notary
to me, or who has
I.- qU- a
DEANNA GIVENS Notary Public -
MY com Stat
me of Florida
' Ec 16, 201 mmissh o 858761
onded Through National N
Notary Assn.
• 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, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
Spahi*h Lak6s
L 'YC IJ,T PPRQV
T f M' as ,Lee IIv� CARTER ALUMIN-U l
COMM.0 ( - MANAGER 1603, FDGEVALE ROAD
Date'. FORT PIERCE, FL 34982
_ 772-461-5369
L
EQ.
CONTRACTOR: KING CARTER ALUMINUM
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
VOLT = 150MPH, VASD=116MPH -
3. Exposure Category, Paragraph 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Paragraph 2002.6: Building
Category 1.
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.
Roof Type
1. Roof Type: MONOSLOPE -
2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel,1.0
density foam, Florida Product Approval Number FL 7561-R2.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the Florida Building Code, 2010
Edition, and any other applicable local codes and regulations.
2. The minimum wall thickness of aluminum extrusions shall be in
accordance with the Florida Building Code, 2010 Edition and the 2005
Edition of the Aluminum Association Manual, but not less than 0.040
inches.
3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control
issues, no manufacturer substitution is acceptable without the specific
written, signed and sealed authorization of Suncoast Architecture &
Engineering, LLC.
4. Screen Material: Design based on 20/20 SCREEN. Any other material
must be approved.
5. Fasteners are required to be SAE Grade 5 or better zinc plated.
6. 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.
The minimum nominal thickness of protector panels (kickplates) shall be
an industry standard of 0.024 inches.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
11
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3"X48"X0.024"
COMPOSITE PANEL
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RIDGE BEAM 2X3XO.050
2X3 VERTICAL
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REVISION
SHEET NO:
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ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
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2x3: 2"x3"x0.050"
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2x5: 2"x5"x0.050"
_ • �
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OPEN BACK SECTIONS
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l x 3: 1" x 3" x 0.045"
I I OPTION 2:
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0.040" x 1 1/8" x 2" x 1 11W
I I RECEIVING CHANNEL
e•.
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SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
UPRIGHT
SEE SHEET
OPTION 1:
2" x 2" x 1/8"ANGLE W/
(4) #10 x 518" EACH SIDE
1111--
I I W/ (3) #10 x 3/4" INTO
I I GIRT EACH FACE & (3)
s 7
6
• 4
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2 x 3 Snap: 2" x 3" x 0.050"
AT BEARING WALLS:
#10 x 3/4" INTO UPRIGHTt
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2 x 4 Snap: 2" x 4" x 0.045"
(4) #10 x 1 1/2" SMS INTO AT SIDE WALLS:
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SCREW BOSS OF UPRIGHT 2" x 2" x 1/8" ALUM ANGLE
- - - - -
I I - - - -
PROFE
SI,ONAL-• EAZ
SELF MATING (SMB)
1° x 2^ OPEN BACK
EACH SIDE F UPRIGHT
9/4"
2x4SMB: 2" x4" x 0.044"x 0.100"
W/ () #12 x SMS INTO
----
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
UPRIGHT AND (1)3/8"
I
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
DIA. x 2 1/4" EMBED.
I CONCRETE SCREW ANCHOR
CHAIR RAIL
MEMBER
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2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
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2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
-
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2X PATIO
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2x9SMB: 2" x 91' x 0.072" x 0.124"
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EXTRUSION
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2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
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KICK PLATE NOTES:
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1.
2.
0.024ALUM
SCREWALLCORNERS
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MINIMUM FASTENER EDGE DISTANCE: 1/2"
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100 B - 120 B WIND ZONES
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MINIMUM FASTENER SPACING: 3/4"
/
4.
USE #8 x 5/8" SMS 12" C/C
120 C-
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140 B WIND ZONES
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USE #8 x 5/8" SMS 8" C/C
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5.
140 C - 150 B WIND ZONES
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ANCHOR 3" FROM UPRIGHT
USE #8 x 5/6" SMS 6" C!C
0ILL.
& @ 24" O.C.
6.
SCREW GIRT, BOTTOM
W cr
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MIN. 3" EMBED.
RAIL & BOTH SIDES
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7.
MAX KICK PLATE HT = 36"u.
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B
UPRIGHT BASE
P�-2 SCALE: NTS
Lu
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SCALE: NTS
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6" CONCRETE SCREW ANCHOR INTO
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THRU SCREW BOSSES
1/4' x 3" TAPCONS, 6"
/
FROM GIRT & @ 24" O.C.
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POST
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FROM CONCRETE I
g a �, ANCHOR EMBEDMENT
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3" x 3" POST TO CONCRETE CONNECTION
DETAILS
= •. �.
REVISION
A-2 SCALE: NTS
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C-1 1X2 TO HOST
STRUCTURE DETAIL
-
FRONT VIEW
A-2
SCALE: NTS
SHEET NO:
CP-1
CORNER POST TO CONCRETE DETAIL
/4-2
SCALE: NTS
A-2
4
(4) #12 x 4" SMS
W/NEOPRENE
WASHERS PER
PANEL
2" x 3" x 0.050" VERTICAL
TOP RAIL - NO ANGLE
REQUIRED UNLESS —
SPLICED OR CORNER -
ATTACH w/ (4) #10 x 4" LG
2" x _ UPRIGHT
SEE DWG. FOR —
UPRIGHT SIZE
2" x 3" VERTICAL
TOP RAIL W/
(4) #10 x 4" SMS
INTO POST
2"x2"x3"LG
x 1/8" ANGLE
2"x2"x3"
x 1/8" ANC
(4) #10 x 3/4" (4) #10 x 3/4"
SMS INTO - SMS INTO
SCREW BOSSES-------
OSSES SCREW BOSSES
(2) INTO TOP RAIL I . I (2) INTO TOP RAIL
(2) INTO POST (2) INTO POST -
CONNECTION AT CORNER ; CONNE&
S 2 X 3 TOP RAIL CONNECTION TO 2 X UPRIGHT
A-3 SCALE: NTS
#10 x 3/4" SMS @ 8" O.C.
TOP AND BOTTOM W/
NEOPRENE WASHER
@ TOP ONLY
3" COMPOSITE PANEL
#14 X 4" SMS W/
NEOPRENE WASHER
AT 12" O.C.
0.024" ALUM. RIDGE
CAP FLASHING
X 9116" SMS
`2"X3" FLAT END BEAM
§" x 0.062" EXTRUDED
RECEIVER CHANNEL W/ I I 2" x SMB
(2) #12 x 3/4" @ 12" O.C. ( I SEE PLAN FOR DEPTH
EACH SIDE OF RIDGE BEAM NOTCH 3"X3" POST FOR
BEAM SEAT (3) 1/2" DIA. THRU BOLTS
S-NIDGE BEAM TO ROOF PANEL CONNECTION
A_3 SCALE: NTS
NOTCH 3"X3" POST FOR RIDGE
BEAM SEAT --'-"'
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(3) 1/2" DIA. BOLTS�,�"
2X6SMB 4TH WALL BEAM
1 1/8" X 2 1/8" X 1 1/8" X 0.092"
RECEIVING CHANNEL
(2) 1/2" DIA. THRU BOLTS INTO
POST
(4) #14 X 3/4" SMS INTO EACH SIDE
OF BEAM
S-3 COMPOSITE ROOF TO POST CONNECTION
L3 / SCALE: NTS
#10 x 3/4" SMS @ 8" O.C.
TOP AND BOTTOM W/
NEOPRENE WASHER
@ TOP ONLY
3" x 0.052" EXTRUDED
RECEIVER CHANNEL W/
(2) #12 x 3/4" @ 12" O.C.
EACH SIDE OF RIDGE BEAM
3" COMP ROOF PANEL
AND HEADER CHANNEL
•
2" x 2" x 0.040"
KNEE BRACE
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RECEIVING CHANNEL
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EA. FACE & (2) #10 x
3/4" INTO COLUMN
S-4 KNEE BRACE CONNECTION DETAIL
A-3 SCALE: NTS
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DATE DRAWN
08/01 /13
-
SHEET NO:
A-3