HomeMy WebLinkAboutREVISIONS - BUILDING PERMITI
OFFICE USE ONLY:
DATE FILED: 5' ��'
Cl
REVISION FEE:
PERMIT # 1812-0491
RECEIPT #7—DXX
RECEIVED
PLANNING & DEVELOPMENT SERVIC S
BUILDING & CODE REGULATION DIVISIO MAY 2 9 2019
2300 VIRGINIA AVENUE
FORT PIERCE, FL34982-5652 S-L Lucie County, Permitting
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/S6rg�E
ADDRESS: Y502 Poinciana Ct., Fort Pierce, FL 34951
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
3.
4.
5.
Perlins in the roof changed- Side wall end sections are bigger; Doors were moved. SCANNED
See attached Engineer's Drawings. St. ck16lB C9Nfl1y
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CB
BUSINESS NAME: 7
QUALIFIERS N 7115'N 39th Stre
CITY: Fort Pierce
PHONE (DAYTE%IE): 772 465-
OWNER/BUI.DER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
ST. LUCIE COUNTY CERT. #:
LLC
rL ZIP:
FAX: (772)465-3252
STATE: ZIP:
FAY.
ARCHITECT/ENGINEER INFORMATION:
NAME: Seaside Engineers
ADDRESS: 4265 60th Ct.
CITY; Vero Beach
PHONE (DAYTIME):
Revised 0722/2014
contractor
["4240Mf� R '
,9
Design Parameters
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 S Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
V"T=160 MPH
Exposure Category, Paragraph 1609.4.3: C
Applicable Codes Regulation 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 Specifications for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE 7-10
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL.
General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects:
1. Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 160
1.1.2. Aggregate - Large Aggregate 314" max-ASTM C 33
1.1.3. Air entraining +1-1%-ASTM C 260
1.1.4. Water reducing agent-ASTM C494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars-ASTM A615, grade 60
1.2.2. Welded wire fabric-ASTM At 85
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after hatching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendation:
1.5. Moist cure or polyethylene curing required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor barrier.
1.8. All aluminum components embedded within Concrete shall be coated with E
bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 TS Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel sedes "300".
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24" on center or #12 screws 6" from end 12" on canter.
5. Screened enclosures containing swimming pools shall Comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6. Door location shall be determined by contractor in the field.
7. When installing pavers over Concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the pavers mus
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure ful
positive contact with concrete.
8. All gashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: Existing 8"x8" Thickend Edge 4" Slab on Grade
Existing Concrete. No additional Concrete fooling is required to resist the loads Impose<
by the proposed Construction rf the existing footing is in sound condition, free from
structural cracking, spelling, or other deterioration.
RoofType Screen Size
Full Mansard 18114
HOLLOWSECTIONS
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MINIMUM FASTENER EDGE DISTANCE:
107
MINIMUM FASTENER SPACING: Y4• RC:REC.OXANNE
CONCRETE SCREWANCHOR: SHEET MATEL SCREWS(SMS)
SIMPSON MEN HD OR EOUNALENT RW SUIDEx OR E0UNA3£NT
IRECEIVED
MAY 2 9 2019
. Lucie County, Permitting
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OFFICE USE ONLY:
DATEFILED• 6' a-'1' I
REVISION FEE:
PERMIT # 1812-0491
RECEIPT #
RECEIVED
PLANNING & DEVELOPMENT SERVIC S
BUILDING & CODE REGULATION DIVISIO MAY 2 9 2019
2300 VIRGINIA AVENUE
FORT PIERCE, FL34982-5652 ST. Lucie County, Permitting
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/S
ADDRESS: 2 Poinciana Ct., Fort Pierce, FL 34951
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
SCANNED
BY
St, Lucie County
Perlins in the roof changed; Side wall end sections are bigger; Doors were moved.
See attached Engineer's Drawings.
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:N
7U5 39th
ADDRESS:
CITY: Fort Pierce
PHONE (DAYTIME): (772)
4. OWNER/BUILDER INFORMATION:
NAME:
f ADDRESS:
CITY:
PHONE:
.P.
COUNTY CERT. #:
ATE: t'L ZIP: JYJY/
FAX: (772)465-3252
STATE:
5. ARCHITECT/ENGINEER INFORMATION:
NAME: Seaside Engineers
ADDRESS:
cn i. Vero Beach STATE:
PHONE (DAYTIME):
Revised 07/22/2014
FILE COPY
ZIP:
FAX:
REVISION-
;4
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO i ry
Design Parameters SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB off QQQ 0�0000�00`00p
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
Category I. ul %%
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Woo
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VuLr= 160 MPH
Exposure Category, Paragraph 1609.4.3: C i R C o dJ� 0 0 J
Applicable Codes. Regulation and Standards " -I�G� OR o S� v O8
R : COMPLIANCE—'
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural 1�— Ira
Design, Chapter 20 Aluminum, and Chapter 23 Wood. I ply o�
2. AA ASM 35 and Spec'fiirations for Aluminum Structure, Part 1-A of the Aluminum 'CIE COUNTY
Design
Edition^ al prepared by The Aluminum Association, Inc. Washington, D.C.,2010 § d b �ODOO
3. ASCE7-10 i im 1--■ 00M ����DOOODOOQQQQQQ
General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects:
1. Where concrete specification are required, whether in the screen enclosure s PE
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 3/4" max - ASTM C 33
1.1.3. Air entraining +/-1°k-ASTM C260
1.1A. Water reducing agent-ASTM C494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars -ASTM A615, grade 60
1.2.2. Welded wire fabric-ASTM At 85
1.3. Concrete slump at discharge per chute not less then 3" or more than 6".
Water added after batchingis not pemtitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Pads 1, 2 and 3 including hot weather recommendation
1.5. Moist are or polyethylene curing required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor barrier.
I.B. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series "300".
4. Ali Self Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24" on center or #12 screws 6" from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6. Door location shall be determined by contractor in the field.
7. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the pavers mus
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure ful
positive contact with concrete.
S. All Flashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: Existing B"xB" Thickend Edge 4" Slab on Grade
Existing concrete. No additional concrete foaling is required to resist the loads Impose[
by the proposed construction ti the existing footing is in sound condition, free from
structural cracking, spalling, or other deterioration.
Roof Type Screen Size
Full Mansard 18/14
HOLLOWSECTIONS
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