HomeMy WebLinkAboutPLANS- SCREEN ENCLOSURETC:(a,�, -Nog)
Design Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Rlsk
Category 1— _ _
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Baslc Wind
Speed. Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VuT=150 MPH
Exposure Category, Paragraph 1609A.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
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 net by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 forfollowing components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 3141 max -ASTM C 33
1.1.3. Air entraining +/• 1%-ASTM C 260
1.1.4. Water reducing agent-ASTM C494
1.1.5. Clean Potable water
1.1.6. Otter admixture Trot permitted
12. Metal accessories shall conform to:
1.2.1. Reinforcing Bars-ASTM A615, grade 60
1.2.2. Welded wire fabric-ASTM A185
1.3. Concrete slump at discharge per chute not less then 3- or more than 5'.
Water added after belching Is not Permitted.
IA. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 Including hot weather recommendations.
1.5. Moist care or polyethylene curing permitted.
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 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 8633, or stainless steel series'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 121 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 am supporting
aluminum members, such as continuous screen trades or upright, the pavers must
be bonded to the concrete with an epoxy, Wriest, or 3,000 PSI grout to ensure full
positive contact with concrete.
8. 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.
Foundation Design: Existing S"xe" Footer and 4" Slab
Existing concrete. No additional concrete footing is required to resist the loads Imposed
by the proposed construction It the existing footing Is in sound condition, free from
structural craddng, spatting, or other deterioration.
Roof Tvce Screen Size
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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
WIN 1-LB
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SCANNED
BY
St. Lucie County
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REVISIONS
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36- TALL, VINYL SIDING
SCANNED
BY
St. Lucie County
0
REVISIONS
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—NOTE -NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS•"
G1 1X2 TO HOST STRUCTURE DETAIL
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PER ESERIES� II 'I,, --BEAM
CONTRACTOR TOINSTALL
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INTO BEAM THRU GUSSET
PIATE
DETAIL #2
DETAIL #1
H-3 ROOF BRACING CONNECTION DETAIL
A-2 SCALE:NTS
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NEOPRENE WASHER ON EACH LAG
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SCREW BOSSES INTO
UPRIGHTS (1) i10 %2• SMS
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UPRIGHT S®24.O.G
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PLAN SHEET FOR MEMBER
INFORMATION
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FILE COPY
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A-2 SCALE: NTS
PANEL
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REVISIONS
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1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Z. uasic Wind Speed, Table 1609C, State of Florida Debris Region & &
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Win
VMT=150 MPH
Exposure Category, Paragraph 1609A.3 : C
Applicable Codes. Regulation and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16:
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structure, Part 1-A of th1
Design Manual prepared by The Aluminum Association, Inca Washing
2010 Edition
3.
CE
Note
General Notes:: CONTRACTOR 0
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 re
subject to approval.
The following specifications are applicable to this projects:
1. Where Concrete specification are required, whether in the screen encl
or not, by one or more regulatory agency, the following specifications.
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 314" max -ASTM C 33
1.1.3. Air entraining+1. 1%-ASTM C 260
1.1.5. Water reducing agent-ASTM ASTM C 494�
1.1.6. Clean Potable water
1.1.6. Other admixture not permitted
1.7- Metal accessories shall conform to:
1.2.1. Reinforcing Bars - ASTM A615, grade 60
1.2.2. Welded wire fabric-ASTM A185
1.3. Concrete slump at discharge per chute net le then 3" or more
Water added after batching is not permitedI
1.4. Prepare and place Concrete per American Conor Instil N
Standard Practice, Parts 1, 2 and 3 including hot Cher recon
1.5. Moist care or polyethylene wring permitted.
1.6. Prior to placing Concrete, beat the entire subsurface r
Compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor banter.
1.6. All aluminum Components embedded within concrete shall b
bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade
zinc plate to ASTM B633, or stainless steel series "300".
4. All Self Mating Beam Sections are to be stitched with either#14 screw
end 24' on center or #12 screws 6" from end 12" on center.
5. Screened enclosures Containing swimming pools shall Comply with the
requirements of FBC R4501.17 Residential Swimming Barrier requirer
6. Door location shall be determined by Contractor in the field.
7. When installing pavers over concrete slab or footing which are support
aluminum members, such as Continuous screen tracks or upright, the i
be bonded to the Concrete with an epoxy, thinset, or 3,000 PSI grout b
positive Contact with concrete.
8. All flashing and waterproofing shall be provided by the Contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to i
design and engineering fee.
Foundation Design: Existing 8"x8" Footer and 4" Slab
Existing concrete. No additional concrete footing is required to resist the loan
by the proposed construction if the exisfing footing is in sound condition, frei
structural cracking, spelling, or other deterioration.
Roof Type
POLY
ALUMINUM MEMBERS DIMI
HOLLONSECTIONS
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Screen Size
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CONCRETE SCREW ANCHOR: SHEET MOTEL SCREWS rSMai'
61MPO60N TIIENIe OR EDUNP1FNr Rw BUIIDE%DR EDUNALEM
-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.
{--fit d'_C �J
L3" 0.024" ALUM. SKIN 1-LB EPS ELITE
FOAM CORE PANELS. (FL#7561.1) (TYP)
36" TALL, VINYL SIDING
.N
SCANNED
St. Luce County
REVISIONS
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Design Parameter:
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,
VOLT-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, Pad 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010Edition
3.
3eneml Notes:B FILE COPY
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.
..,,.a apeemmuuns ale app ,.w. ro Tres prolexxs :
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 150
1.1.2. Aggregate - Large Aggregate 3W max -ASTM C 33
1.1.3. Air entraining *I- IS -ASTM C 260
1.1.4. Water reducing agent-ASTM C 494
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 q
1.2.2. Welded wire fabric-ASTM At 85 ^? w
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
0
Water added after hatching is not permitted.
1.4. Prepare and place concrete perAmerican Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3Including hot weather recommendations.
1.5. Moist cure or polyethylene curing permitted.
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
1.6. 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. 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 center.
S. 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 screen
footing tracks
or are upright,
the supporting
aluminum members, such as continuous screen hacks or upright, the pavers must
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full V "� Lk5DI�V�"M-Jj
24
positive contact with concrete.
8. All flashing and waterproofing shall be provided by the contractor. ST. LUCIE COON BUILDINISUse of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee. REVIEWED FOR,CQMPLIANCEf
y L
IVED
12019
nty, Permitting
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO REQUIRED BY FIELD ANY
CORRECTIONS
MAY BE NECESSARY IN ORDER TO
COMPLY WITH AI I APIDI Irani F rnnCC
Foundation Design: Existing 8"x8" Footer antl 4" Slab
Existing concrete. No additional concrete footing is required to resist the loads imp
by the proposed construction it the existing footing is in sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type Screen Size
POLY 20120 MESH
HOLLOW 6ECT8)N9 aExF MATMG BEAM ISMeI
2x2 YTY10.0W ]xr SMe: Yx<•YO-0-:1L
2[]: 2M SI0.05T 2x56M4 Yx O5PS0.1
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Yx]•x0.05Y SIMPOS0NTIrENM0REGUMAIErg nw BWWEx OREDU1V LL
Yx Tx 04W
S AND PERMIT MUST BE
OR NO INSPECTION(S) I
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
M. SKIN 1-LB
JAM CORE
ROOF PANELS.
(FL#7561.1)
r---------------------- i
` 3" 0.024" ALUM. SKIN 1-LB EPS ELITE
FOAM CORE PANELS. (FL#7561.1) (TYP)
36" TALL, VINYL SIDING
JAN 31 2019
5T. Lucie County, Perrrtitt)n9
FILE COPY
0
REVISIONS
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