AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS

AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS
Jobsite Information Worksheet:
Site Address:____________________________________________________________________________
Existing Host Structure is Constructed Using:
___Frame ____CMU ____Brick ____Other (Provide Description)________________________________
New Structure is Attaching to:
_____Eave ______Perimeter Wall ____Other (Provide Description)________________________________
Eave Projection (if applicable) and Height of Attachment:
Eave Projection_________(in) Height of Attachment___________(ft)
Foundation Type:
____4” nominal Slab _____Monolithic Footing _____ 8” CMU Wall ______Raised Slab
______Ribbon Footing ____Engineered Lumber Deck
____Other (Provide Description)________________________________
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS
AAF Guide as Refereced by:
F.B.C. 2002.4.1 &
F.R.C. R301.2.1.1.1
Chapter 1/Screen Enclosure Checklist
Homeowner:____________________Designer:_________________
Wind Zone:_____mph
Exposure:
B
C
Site Address:_____________________________________________
Builder:__________________________Date:___________________
Overall Dimensions: Length:__________(ft) Width____________(ft)
Structure is attaching to: Host Wall
Eave
Height @ Attachment: ________(ft) Projection of Eave:__________(ft)
Wall Height:_________(ft) Overall Height__________(ft)
Roof Style/Configuration:______________________ (Beam Design may Vary)
Beam Design (Check Appropriate) : Flat
Mansard
Gable
Shed
(Table 101)
A) Select Primary Screen Roof Members ( Table________, Page 1-______)
Beam Span:______________(ft) Spaced @ _______________(ft): Select: 2” X __________
B) Select Primary Screen Wall Members (Columns Supporting Beams): (Table 102_____, p. 1-_____)
Post/Column Span:________(ft) (Spacing per Item A); Select” 2” X _______
C) Select Non-Bearing Screen Wall Members : (Table 102______, p. 1-_________)
Post/Column Span: ____________(ft) Spaced @ _______________(ft); Select: 2” X _____
D) Foundation & Post Connection (Pages 1-19 to 1-21)
C1(a)
C1
C2
Foundation Type/ Detail Reference: F______
E) Girts (Wall Horizontals): Table 104 _________ Page 1-77
1) Load Width/Spacing: _________; Span: _________; Select: ________________
2) Load Width/Spacing: _________; Span: _________; Select: ________________
F) Mitered Beam Splice Fastening: (Table 109, p. 1-32) Splice Plate Thickness: ________(in)
#14 per end per side _________Totals #14 SMS per Splice _________
G) Purlins: Flat
Sloping (3ft)
Sloping (4ft)
(Table 103___, p.1-______)
Purlins (Flat) Span:___________(Ft) Spaced @ _____________(ft); Select 2” X ______
Purlins (Sloping) Span:___________(Ft) Spaced @ _____________(ft); Select 2” X ______
F) Wall Bracing (Resisting Lateral Wind Pressures; USING: Cables
; or, K-Bracing
Side (Return) wall effective area (cables only): ________ sqft ; Cable Pairs:_____Table 113
K-Bracing Minimum Length for (Longitudinal) wall ends per Table 107:____________
Bays of K-Bracing Required per end (round up Table 107 value / post spacing)____________
Required K-Brace Diagonal (Table 106): __________w/ _____ #14 SMS / end per Table 108
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS
AAF Guide as Refereced by:
F.B.C. 2002.4.1 &
F.R.C. R301.2.1.1.1
Chapter 2/Screen Room
Homeowner:____________________Designer:_________________
Wind Zone:_____mph
Exposure:
B
C
Site Address:_____________________________________________
Builder:__________________________Date:___________________
Overall Dimensions: Length:__________(ft) Width____________(ft)
Structure is attaching to: Host Wall
Eave
Height @ Attachment: ________(ft) Projection of Eave:__________(ft)
Wall Height:_________(ft) Overall Height__________(ft)
Room Shape: ____Type 1 ____Type 2 (per p. 2-1)
A) [Clear] Span of Roof Panels: ____________(ft) Florida Product Approval # ______________
Per Table 201________ page 2-_______
Using:
____3” Riser Panel Roof X 12” Wide by _______(in) Thickness
____” (Depth) Composite Panel X ______(in) Skin Thickness & ______# Density Core
B) Using Intermediate Roof Support Beam: Select from Table 202, or, Table 208
Load Width (Spacing) on Beam: ___________(ft) Span:__________(ft) Selection:__________
C) Edge Beam: Load width (½ Span + Overhang):______ (ft) (Table 202, or, 208)
Allowable Span (Tabular Value):_________(ft) Selection: ___________
D) Posts/Primary Screen Wall Members: Post Spacing:__________(ft) (Table 203)
Post Span/Wall Height:_________(ft) Selection: _______________
Non-Bearing Wall 1: Spacing _________(ft) Span__________ (ft) Selection __________
Non-Bearing Wall 2: Spacing _________(ft) Span__________ (ft) Selection __________
E) Foundation & Post Connections: (Tables 205 & 206 p. 2-55) Load Width Per Item “C”
Foundation Type/Detail Reference Page _____/______ & Footing Dimensions : _____X______
Allowable Post Spacing for Column Connection C1 Per (Table 207-I and 207-II): ____________
Load Condition 2
Detail C2 Required when Table 207 Tabular Values are Exceeded
Miscellaneous Details Used (stemwall, block kneewall etc.) From page________________
F) Wall Bracing (Resisting Lateral Wind Pressures) USING: Cables
if required
Side (Return) wall effective area : ________ sqft ; Cable Pairs:_____(Per Table 211 p. 2-54)
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS
Chapter 3/Screen Walls & Balconies
Homeowner:____________________Designer:_________________
Site Address:_____________________________________________
Builder:__________________________Date:___________________
AAF Guide as Refereced by:
F.B.C. 2002.4.1 &
F.R.C. R301.2.1.1.1
Wind Zone:_____mph
Exposure:
B
C
Overall Dimensions: Length:__________(ft) Width____________(ft)
Structure is attaching to: _____________________________________
Height @ Attachment: ________(ft) Attaching to: Concrete__ Lumber__ Other__________________
Overall Height__________(ft)
Walls Supporting Guard Rail
A) Select Girt : (Table 301__page______)
Load Width:____________Span_______________Select______________
B) Select Column: (Table 302__ page______)
Load Width:____________Span_______________Select______________
Walls Not Supporting Roof or Guard Rail
A) Select Girt : (Table 304__page____)
Load Width:___________Span________________Select______________
B) Select Column: (Table 304__page____)
Load Width:___________Span________________Select______________
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS
Chapter 4/ Glass Room
Homeowner:____________________Designer:_________________
Site Address:_____________________________________________
Builder:__________________________Date:___________________
AAF Guide as Refereced by:
F.B.C. 2002.4.1 &
F.R.C. R301.2.1.1.1
Wind Zone:_____mph
Exposure:
B
C
Overall Dimensions: Length:__________(ft) Width____________(ft)
Structure is attaching to: Host Wall
Eave
Height @ Attachment: ________(ft) Projection of Eave:__________(ft)
Wall Height:_________(ft) Overall Height__________(ft)
A) [Clear] Span of Roof Panels: ____________(ft) Florida Product Approval # ______________
Using:
____3” Riser Panel Roof X 12” Wide by _______(in) Thickness
____” (Depth) Composite Panel X ______(in) Skin Thickness & ______# Density Core
B) Using Intermediate Roof Support Beam/Carrier Beam: Select from Table 402, or, Table 405
Load Width (Spacing) on Beam: ___________(ft) Span:__________(ft) Selection:__________
C) Edge Beam: Load width (½ Span + Overhang):______ (ft) (Table 402, or, 405)
Allowable Span (Tabular Value):_________(ft) Selection: ___________
D) Posts/Primary Screen Wall Members: Post Spacing:__________(ft) (Table 403)
Post Span/Wall Height:_________(ft) Selection: _______________
Non-Bearing Wall 1: Spacing _________(ft) Span__________ (ft) Selection __________
Non-Bearing Wall 2: Spacing _________(ft) Span__________ (ft) Selection __________
E) Foundation & Post Connections: (Tables 406 & 407)
Foundation Type/Detail Reference Page ______ & Footing Dimensions : _____X______
Allowable Post Spacing for Column Connection C1 Per (Table 207-I and 207-II): _____________
Miscellaneous Details Used (stemwall, block kneewall etc.) From page________________
Wall Designation
Projection (ft)
Area Sq Ft
Cable Pairs
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS
Chapter 5/Attached Carports & Patio Covers
Homeowner:____________________Designer:_________________
Site Address:_____________________________________________
Builder:__________________________Date:___________________
AAF Guide as Refereced by:
F.B.C. 2002.4.1 &
F.R.C. R301.2.1.1.1
Wind Zone:_____mph
Exposure:
B
C
Overall Dimensions: Length:__________(ft) Width____________(ft)
Structure is attaching to: Host Wall
Eave
Height @ Attachment: ________(ft) Projection of Eave:__________(ft)
Wall Height:_________(ft) Overall Height__________(ft)
Room Shape: ____Type 1 ____Type 2 (per p. 5-1)
A) [Clear] Span of Roof Panels: ____________(ft) Florida Product Approval # ______________
Per Table 501________ page 5-_______
Using:
____3” Riser Panel Roof X 12” Wide by _______(in) Thickness
____” (Depth) Composite Panel X ______(in) Skin Thickness & ______# Density Core
B) Using Intermediate Roof Support Beam: Select from Table 502
Load Width (Spacing) on Beam: ___________(ft) Span:__________(ft) Selection:__________
Load Index : ___________(A Thru G)
C) Edge Beam: Load width (½ Span + Overhang):______ (ft) (Table 502)
Post Spacing/Beam Span :______(ft) Selection:_________ Load Index : ___________(A Thru G)
Beam to Post Connection: _____# of Bolts _____ Diameter (Table 503)
Beam to Host Wall : _____# of Fasteners______ Diameter______ Embedment (Table 507)
D) Posts: Beam Size/Load Index :__________ (Table 502)
Post Span/Wall Height:_________(ft) Selection: _______________(Tables 503 & 504)
E) Foundation & Post Connections: (Tables 504 thru 506)
Foundation Type: _____Monolithic _____Perimeter ______Isolated
Reference Detail on Page: ___________ Footing Dimensions : ______X______X______
Foundation Connection (Table 504): _____________________Angle________# of Bolts
______Bolt Diameter _______#Concrete Anchors_______Diameter ________Embedment
(If Post is embedded in concrete see detail on page 5-9)
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS
Chapter 6/Carports & Patio Covers (Open)
Homeowner:____________________Designer:_________________
Site Address:_____________________________________________
Builder:__________________________Date:___________________
AAF Guide as Refereced by:
F.B.C. 2002.4.1 &
F.R.C. R301.2.1.1.1
Wind Zone:_____mph
Exposure:
B
C
Overall Dimensions: Length:__________(ft) Width____________(ft)
Wall Height:_________(ft) Overall Height__________(ft)
A) [Clear] Span of Roof Panels: ____________(ft) Florida Product Approval # ______________
Using:
____3” Riser Panel Roof X 12” Wide by _______(in) Thickness
____” (Depth) Composite Panel X ______(in) Skin Thickness & ______# Density Core
B) Using Intermediate Roof Support Beam: Select from Table 602
Load Width (Spacing) on Beam: ___________(ft) Span:__________(ft) Selection:__________
Load Index : ___________(A Thru G)
Beam to Post Connection: _____# of Bolts _____ Diameter (Table 603)
C) Edge Beam: Load width (½ Span + Overhang):______ (ft) (Table 602)
Post Spacing/Beam Span :______(ft) Selection:_________ Load Index : ___________(A Thru G)
Beam to Post Connection: _____# of Bolts _____ Diameter (Table 603)
D) Posts: _____X_____Module Size (Table 608)
Post Span/Wall Height:_________(ft) Selection: _______________(Tables 608)
Post Span/Wall Height:_________(ft) Selection: _______________(Tables 608)
E) Foundation & Post Connections: (Tables 604 thru 606)
(Intermediate Beam) Foundation Type: _____Monolithic _____Perimeter ______Isolated
Reference Detail on Page: ___________ Footing Dimensions : _____X______
(Edge Beam) Foundation Type: _____Monolithic _____Perimeter ______Isolated
Reference Detail on Page: ___________ Footing Dimensions : _____X______
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