HomeMy WebLinkAboutPLANCONTRACTOR: Cooke Construc ` Inc.
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 I -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.
Wind Loads
1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Category 1.
2--Basic Wind-Speed,-Figure-1609:3(3),-State of -Florida Debris Region& -Basic -
Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: VMT = 150 NW Vasa = 116 MPH
3. Exposure Category, Section 1609.4.3: C
4. Screen Enclosure Section 2002A
Foundation Design
Existing Block Wall. No additional concrete footing or slab is required to
resist the loads imposed upon the existing slab by the proposed construction
if the existing is 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. Airentmining+/-1%-ASTMC260
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 hatching 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, neat the entire subsurface area for termites in
compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
It. 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 plated to ASTM B633, or coated stainless steel series "300", or
uncoated stainless steel series "400".
4. 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.
5. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements.
6. Screen material shall be 18/14 screen unless approved by Florida Aluminum
Engineering, Inc.
7. Door location shall be determined by contractor in the field.
8. 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.
9. All flashing and waterproofing shall be provided by the contractor.
10. Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
Roof Type
Roof Type: MONOSLOPE
WIND SPE"" 'ND EXPOSURE HAVE
BEEN DET_ _"-.[NED USING THE ADVANCED
TECHNOLvv COUINCIL'SWEBSITE
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CONTRACTOR: Cooke Construction, hic.
DESIGN CRITERIA:
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNC[L'S WEBSTTE
AND GOOGLE EARTH.
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Applicable Codes, Regulations, and Standards
1. The 6th Edition
(2017) Florida Building Code, specifically Chapter 16
c9
Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.
Q" ,• �!/ LL
2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part I -A
R ; 2 o O J L
of the Aluminum Design Manual prepared by The Aluminum Association. and
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the AAF Guide to Aluminum Construction in High Wind Areas.
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3. ASCE 7-10.
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Wind Loads
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1 Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
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Category 1.
2 _Basic Wind_Speed, Fjgure.1609.3(3),.State.ofFlorida Debris. Region.&. Br
Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: VaT = 150 MPH, VASn =116 MPH
3. Exposure Category, Section 1609.4.3: B
4. Screen Enclosure Section 2002.4
Foundation Design
Existing Block Wall. No additional concrete footing or slab is required to
resist the loads imposed upon the existing slab by the proposed construction
if the existing is in sound condition, free from structural cracking, spalling,
or other deterioration
Specifications
The following specifications are applicable to this project:
I. 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. Airentraining+/-1%-ASTMC260
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.
I. 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. 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. 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.
5. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements.
6. Screen material shall be 18/14 screen unless approved by Florida Aluminum
Engineering, Inc.
7. Door location shall be determined by contractor in the field.
8. 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.
9. All flashing and waterproofing shall be provided by the contractor.
10. Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
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01/23/19
Roof Type
Roof Type: MONOSLOPE
A-1
CONTRACTOR: Cooke Construction, Inc.
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 ADM1 Specifications for Aluminum Structures, Part I -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.
Wind Loads
1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region &
Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wi.
Speed: Vurr= 150 MPH, VA = 116 MPH
3. Exposure Category, Section 1609.4.3: B
4. Screen Enclosure Section 2002.4
Foundation Design
Existing Block Wall. No additional concrete footing or slab is required to
resist the loads imposed upon the existing slab by the proposed construction
if the existing is 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 C260
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 hatching 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. 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. 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.
5. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements.
6. Screen material shall be 18114 screen unless approved by Florida Aluminum
Engineering, Inc.
7. Door location shall be determined by contractor in the field.
8. 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.
9. All flashing and waterproofing shall be provided by the contractor.
10. 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 GOGGLE EARTH.
S`1pj"4
81-0"
2'-0"
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DATE DRAWN
01 /23/19
Roof Type
Roof Type: MONOSLOPE
A-1