HomeMy WebLinkAboutPLANS Deck 585 Audubon St A 2020-08-25Scale 3/8" = 1'
Designer:Wagner Ribeiro
Date:07/22/20
Cell: (303 )808-2988
Timbertech terrain deck
729 17 AVE #52
Longmont, CO 80501
Cell- (303) 808-2988
Ironwooddeck LLC Ironwood Deck Kelly Ferrell
585 Audubon #A
Estes Park, Co
Kelly Cell 260.450.3239
Customer # - 20075D
Forreal@mailbox.org
cinch railing 3" post W/ Drink Cap
Install timbertech border to cap the fascia
Timbertech terrain decking
Door
Janice Cell 260.450.3840
Scale 3/8" = 1'
Designer:Wagner Ribeiro
Date:08/08/20
Cell: (303 )808-2988Framing
729 17 AVE #52
Longmont, CO 80501
Cell- (303) 808-2988
Ironwooddeck LLC Ironwood Deck Customer Kelly Ferrell
585 Audubon #A
Estes Park, Co
Kelly Cell 260.450.3239
Forreal@mailbox.org
Janice Cell 260.450.3840
NOTE:Deck is 102"" Above Standing Grade
NOTE: Deck Flush w/ The House Door
NOTE: Deck Framing is All DF#2 or better Treated
NOTE: Replace Existing deck
NOTE: See table R507.2.3 for Fastener and connector specifications
NOTE:Plastic composite decking, treads and handrail to comply with ASTM D7032.
5 1/8X12AYC Drop Beam
15'
2'10'
Metal Flashing
5 1/8"X6 AYC Structual post
Simpson Strong-Tie ABW66Z
12"x36" Caisson
max joist span
HUC210-2Z SIMPSON
2X10 Joists 12" on Center
Simpson Strong-Tie LUS210Z Joist Hangers
2X10 ledger w/ (2)
5"Ledgerlok bolts@16 on center
Mid Span blocking
Ozco 56612 T Tie Truss Connector
11'–5 3/8"
24"cantilever <
Not to Scale
Less Than 4" Between Pickets
5 1/8X6 AYC Post
Min. 36" Rail Height
102" of Standing Grade
Designer:Wagner Ribeiro
Date:08/08/20
Cell: (303 )808-2988Side View
729 17 AVE #52
Longmont, CO 80501
Cell- (303) 808-2988
Ironwooddeck LLC Ironwood Deck
36"
Simpson Strong-Tie ABW66Z
12' 9"
2X10 @12on Center
12"x36 Caisson
Cinch Raling
5 1/8X12AYC
Ozco T Tie Truss Connector
Customer Kelly Ferrell
585 Audubon
Estes Park, Co
Kelly Cell 260.450.3239
Forreal@mailbox.org
Janice Cell 260.450.3840
Existing AYC 5 1/8"X15
existing caisson
existing post
Alaskan Yellow Cedar (20F-V12) - exterior wet use
Design Criteria:
2018 IRC/IBC
Wind Loading = 150 mph (ult.), Exposure C
Deck Dead Load = 15 psf
Deck Live Load = 40 psf
Deck Snow Load = 40 psf
Width Depth
(in) (in)
912'-6"11'-3"10'-6"9'-9" 9' 8'-6" 8'
12 16'-3" 15' 13'-9" 12'-9" 11'-9" 11' 10'-6"
15 18'-9" 16'-9" 15'-6" 14'-6" 13'-6" 13' 12'-3"
914'-9"13'-6"12'-6"11'-9"11'10'-6"10'-3"
12 18'-3" 17' 16'-3" 15'-6" 14'-9" 14'-3" 13'-9"
15 21'-9" 20'-3" 19'-3" 18'-3" 17'-6" 17' 16'-6"
Width Depth
(in) (in)
911'-9"10' 9' 8'-3"7'-6" 7' 6'-6"
12 15'-3" 13'-3" 12' 11' 10'-3" 9'-6" 9'
15 18' 16' 14'-6" 13'-3" 12'-6" 11'-9" 11'
915'-3"13'-3"11'-9"10'-9"9'-9"9'-3"8'-3"
12 20'-3" 17'-6" 15'-9" 14'-3" 13'-3" 12'-6" 11'-9"
15 25' 21'-9" 19'-6" 18' 16'-9" 15'-6" 14'-9"
Table Usage Notes:
1
2
3
4
18
Deck Joist Span up to (Feet) - to centerline of beam
ALLOWABLE MULTI-SPAN GLULAM BEAM SPAN (center-to-center of support)
Sizes Deck Joist Span up to (Feet) - to centerline of beam
Sizes
6810121416
3 1/8
5 1/8
Deflection limited to L/240 or 3/4" max (tot),
and L/360 or 1/2" max (live)
- local code and snow loading differing from listed above.
- uneven or non-standard span and loading conditions.
- snow drifting &sliding snow conditions.
- atypical live loading, but not limited to, including hot tubs and
fire places.
- glulam beam overhang more than 12 inches beyond column.
- concentrated loads onto deck joist or glulam beam.
Deck joist overhang beyond beam may be up to 24 inches as long
as the beam span is taken from the table based on actual joist
span +4 feet.
Contact Anchor Engineering, Inc. for engineering analysis if any of
the #1 above stated conditions occur.
3 1/8
5 1/8
ALLOWABLE SINGLE-SPAN GLULAM BEAM SPAN (center-to-center of support)
16 1868101214
These tables prepared specifically for Ironwood Deck, LLC use
only.
Anchor Engineering, Inc. is not responsible for incorrect interpretation by the table user for the following conditions, which are ouside
the scope of these tables:
Table Diagram
2535 17TH STREET, DENVER, CO 80211 303-783-4797 303-830-9133 FAX
08/19/2020
Digitally signed by Ysidoro Gutierrez
DN: C=US, E=izzy@anchroeng.com,
O=Anchor Engineering Inc.,
CN=Ysidoro Gutierrez
Reason: I have reviewed this document
Date: 2020.08.19 10:01:52-06'00'