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DATE FILED: 1� l yl26 2-0 PERMIT # A0 0 3' 0 #3
REVISION FEE: RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE --�� ``
ADDRESS: 35,01 (/D��C,1 I J�k fPS Circ%
al'T P) -P rpt, 3'44*
DETAILED DESCRIPTION OF PROJECT
RFVi�IONfi-
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: SCC 13)) 5050(o ST. LUCIE CO CERT.#: a 'S S S4
BUSINESS NAME:Iry1Gt.6+-ey- Crc,�4 4)".n„?I u"" Prddm
QUALIFIERS NAME: or
ADDRESS: 1(0 3 4 S N i r C i rcl-e.
CITY: STATE: fit- ZIP: 3 cIg 3
PHONE (DAYTIME): FAX: --111 - 335, Disc 0
OWNER/BUILDER INFORMATION:
NAME: -y 60'
ADDRESS: a s I les. Ci rcl-e
CITY: ( fi A rck STATE:
PHONE (DAYTIME: %'7a - L11S - 7L/60
ARCHITECT/ENGINEER INFORMATION:
Inc-
PAN:
ZIP: 3y ;Ba
NAME: �) D r lde, �) ,` u-xerg nLl
ADDRESS: !9b01 rraY6,er >t yo
CITY: AIS STATE: f!'L ZIP: 33(oi) j
PHONE (DAYTI ): 8%3-3'71/- a y0 3 FAX: k) 3 - 3')y-L/5/(v
SLCCC: 9/23/09
Revised 06/30/17
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CONTRACTOR: Master Craft Aluminum Products
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20
Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum
Construction in High Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1
2. Dead Load: 2 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.
3.2. Ultimate Design Wind Speed: V -T = 160 MPH, Nominal Design Wind Speed: VASD = 124 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Patio Cover / Wood
Shed: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0# density foam, Florida Product
Approval Number FL 7561-R4.
Foundation Design
• Patio Cover & Shed: New Tvoe H 4" Monolithic Concrete Slab - 8" x 8" w/(1) #5 Cont. 31"
overlap at joints on 3" chairs and poured w/ 2,500 PSI concrete.
• Driveway: New 4" cone. slab w/ flbermesh filled w/ 2,500 PSI concrete.
• The foundations are based on a minimum soil bearing pressure of 1,500 psf.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, and any other
applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 TS Alloy. Due to quality control issues, no manufacturer
substitution is acceptable without the specific written signed and sealed authorization of Florida
Aluminum Engineering, Inc.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM
B633, or coated stainless steel series "300", or uncoated stainless steel series "400".
4. Approved concrete screw anchors to be Simpson Titen-HD or equivalent.
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. Door location shall be determined by contractor in the field,
7. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or
more regulatory agency, the following specifications are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type I, 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,
8. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the
following:
a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum moisture
content of 15%.
b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as recommended
for the use condition. Pressure treated lumber shall be impregnated with a cea salt treatment in
accordance with f.s. tt-w-571 and bear the American Wood Preservatives Institute quality mark
1p-2.
c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.
d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt paper, 10
mil polyethylene sheet or equivalent material.
9. Contractor shall provide Florida Product Approval information as to the exact window being utilized
for this project, including manufacturers specifications, and installation methods for anchoring the
submitted windows to alum members and specific sizes as indicated on A-1.
10. Contractor shall provide any additional backing (aluminum, wood etc..) and anchors as required by
the window manufacturers recommended procedures.
11. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4
12. All flashing and weatherproofing shall be provided by the contractor.
13. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
1- 11'-4" f
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3X3XO.093
POST of
10'-6"
1 11'-4" f
NOTE:
BUILDER TO PROVIDE CERTIFICATION
FROM MANUFACTURER FOR NEW
ADDITIONS
w 3"X48"X0.024"
cJi 1.0# DENSITY FOAM
COMPOSITE PANEL
o_
2X6SMB S
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VEX VAPOR BARRIER
' PLY COX
X4 BOTTOM PLATE
B S-2
A-2 A-3
8'-3" 8'-3" 8'-3" 8'-3" 10'-0"
FLORIDA PRODUCT APPROVALS
WINDOW. CWS 3500 SERIES SINGLE HUNG - FPA# FL 163.1-R7
DOOR: PLASTPRO INC (IMPACT) FIBERGLASS DOOR - FPA# FL -15213.1-R3
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DATE DRAWN
02/25/20
REVISION
06/01/20
SHEET NO:
A-1
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ALUMINUM MEMBERS DIMENSIONS
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2 x 4 Snap: 2" x 4" x 0.049"
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2 x 4 SMB : 2" x 4" x 0.044" x 0.100"
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2 x 5 SMB: 2" x 5" x 0.050"x 0.100"
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2 x 6 SMB: 2" x 6" x 0.050"x 0.120"
2" x 2" x 3" x 1 /8" ALUM ANGLE
3" COMPOSITE
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EACH SIDE OF UPRIGHT
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3" x 0.062" ALUM
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2 x 9 SMB: 2" x 9" x 0.072"x 0.124"
ANCHORS (2 1!4" EMBEDMENT)
INTO CONCRETE & (2) 3/8" DIA. x 4"W/
RECEIVING CHANNEL
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THRU BOLTS THROUGH POST
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SHEET METAL SCREWS (SMS):
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MANUFACTURER FOR
NEW ADDITIONS
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IN BEFORE STEEPER
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NOTES FOR ALL FOUNDATION TYPES:
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DRAWN BY
NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE
PRESSURE OF 1,500 PSF.
(4) #12 x 3/4" SMS
TP
OF 1,500 PSF.
2.
THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND
3" COMPOSITE PANEL
EACH PANEL - -
DATE DRAWN
2. THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND
COMPACTED PRIOR TO PLACEMENT OF CONC.
COMPACTED PRIOR TO PLACEMENT OF CONC.
3.
CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1.
x 0.062" EXTRUDED
02/25/20
3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1.
4.
FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE3"
MESH.
RECEIVER CHANNEL
4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH.
5.
VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR
REVISION
5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON -HABITABLE
NON -HABITABLE CONCRETE FLAT WORK.
CONCRETE FLAT WORK.
#12 x 3" SMS @ 6" O.C.
Q
INTO HOST -SITE BEAM
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A'1 TYPE I FOOTING SLAB
TYPE II FOOTING
S ALE: N S
A-2 SCALE: NTS
s_,
COMPOSITE PANEL CONNECTION TO HEADER
SHEET NO:
A_2
A-2
SCALE: NTS
A 2
1/2":12" MIN
OPENING
HEADER SIZE
3" COMPOSITE
8"
ROOF PANEL
(2) 2" x 8"
5'-5" TO 8'-8"
(2)2" x 10"
(2) 2X4 TOP PLATE)
HEADER SCHEDULE
OPENING
HEADER SIZE
UP TO 34'
(2)2"x6'
3'-5" TO 5'-4"
(2) 7' x 8"
5'-5" TO 8'-6"
(2) 2" x 10"
8'-7 TO 17-6"
2X4 HORIZONTAL
VINYL SIDING ON TY -VEX
VAPOR BARRIER PAPER OR
HOUSE WRAP ON 1/2" APA
RATED SHEATHING 2X4
S.Y.P. @ 12" O.C.
NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE
BASED ON A MIN SOIL BEARING
PRESSURE OF 1,500 PSF
BEARING CAPACITY OF SOIL
SHALL BE VERIFIED BY LICENSED
CONTRACTOR PRIOR TO
POURING CONCRETE,
2. THE SLAB/FOUNDATION AREA
SHALL BE CLEARED OF DEBRIS
AND ROOTS AND SHALL BE
COMPACTED PRIOR TO
PLACEMENT OF CONCRETE.
3. CONCRETE SHALL BE PER
SPECIFICATIONS IN THE DESIGN
SUMMARY.
2X4 STUD
@ 12" O.C.
(5)1/4" DIA. x 5 7/8" LAG
SCREWS W! 1 1/2" DIA.
NEOPRENEFACED
WASHER PER PANEL
12" OVERHANG MAX
HEADER SCHEDULE
NOTES FOR WALL SHEATHING:
1. 1/2" APA RATED SHEATHING
CONTINUOUS FROM BOTTOM OF
BOTTOM PLATE TO TOP OF TOP
PLATE. SHEATHING IS PART OF
LOAD PATH TO GROUND.
2. IF SHEATHING HAS HORIZONTAL
BREAK, IT CANNOT BE USED AS
PART OF LOAD PATH - USE
H2.5AT BOTTOM AND H.2 AT TOP
OF EACH STUD.
NAIL PATTERN:
8d 4" O.C. @ EDGES
8d 6" O.C. INFILL
ALL WOOD SIDING, SHEATHING,&
WALL FRAMING ON THE EXTERIOR
OF A BUILDING LESS THEN 6 INCHES
FROM THE GROUND SHALL BE
PROTECTED FROM DECAY BY USE
OF NATURALLY DURABLE WOOD OR
WOOD THAT IS PRESERVATIVE
TREATED. THIS INCLUDES ALL STUDS
AND PLYWOOD (FBRC 317.1(6)).
(1) 2" x 4" PT BOTTOM PLATE
W/ 3/8" x 4" DIA. SCREW
ANCHOR @ 2' O.C.
/-GRADE
&_2 TYPICAL WOOD FRAME WALL SECTION
A -J SCALE: NTS
HEADER SCHEDULE
OPENING
HEADER SIZE
UP TO 3'-4"
8"
3'-5" TO S'-4"
(2) 2" x 8"
5'-5" TO 8'-8"
(2)2" x 10"
V-7 TO 17-8"2)
8"
2" x 17'
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HEADER SCHEDULE
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HEADER SIZE
UPT03''
(2)2"x6"
3'-5" TO 5'-4"
(2) 2" x 8"
5'-5" TO 8'-8"
(2) 2" x 10"
8'-7 TO 17-6"
(2) 2"x 17'
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TOP PLATE
DOUBLE 2X
DOUBLE 2X
2X4 HORIZONTAL
3 -16d x 5 EACH SIDE IN
2X4 HORIZONTAL
3 - 16d x 5 EACH SIDE IN
U
BLOCKING AT
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BLOCKING AT
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SHEATHING SPLICE --"SHEATHING
SPLICE 11
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BOTTOM PLATE
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SINGLE 2X PT
SINGLE 2X PT
DATE DRAWN
SIMPSON STRONG TIEf7 SIMPSON STRONG TIE
SIMPSON STRONG TIE SIMPSON STRONG TIE
LTT20B
LTT20B
LTT20B
LTT206
02/25/20
REVISION
0 06/01/20
/3\
A'A TYPICAL WOOD FRAME WALL
DOOR SECTION
B -g TYPICAL WOOD FRAME WALL
WINDOW SECTION
-
A_3 SCALE: NTS
A-3 SCALE: NTS
SHEET NO:
A-3
Art
DESIGN OF HANDRAIL SYSTEM BY FABRICATOR AND
SHALL COMPLY WITH PARAGRAPH R312.1.1 THRU R312.1.3
OF THE 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE RESIDENTIAL AND PARAGRAPH 1607.8 OF THE 5TH
EDITION FLORIDA BUILDING CODE IN ADDITION TO ANY
REQUIREMENTS HEREIN.
PROVIDE STANDARD 90' HOOK TREADS/RISERS TO CONFORM TO
INTO EACH FILLED CELL LOCATION 6TH EDITION (2017) FBC-R311.7.5
IO
#3 NOSING BAR TYP
P P
Y"
#4 012" O.C. E.W.
A-2 ALT CONCRETE STAIR SECTION
A_ A SCALE: NTS
DESIGN OF HANDRAIL SYSTEM BY FABRICATOR AND
SHALL COMPLY WITH PARAGRAPH R312.1.1 THRU R312.1.3
OF THE 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE RESIDENTIAL AND PARAGRAPH 1607.8 OF THE 5TH
EDITION FLORIDA BUILDING CODE IN ADDITION TO ANY
REQUIREMENTS HEREIN.
4" SPHERE CANNOT ( i
PASS THROUGH_ " I
TREADS/RISERS TO CONFORM TO
6TH EDITION (2017) FBC-R311.7.5
4" x 16"
2" x 12" PRE -CAST
CONCRETE TREADS
(TYP)
AS REQUIRED FOR
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16''SOLID PAVER j
INSTALL MAXI -HAND RAILING \
PER MANUFACTURER'SSPECS
4" CONCRETE SLAB
A-2 STANDARD SPLIT FACED BLOCK STEPS/LANDING DETAIL
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