My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
8909 CORBIN DR 2022 Plans 2022-10-27
>
Address Records
>
CORBIN DR
>
8909
>
Plans
>
8909 CORBIN DR 2022 Plans 2022-10-27
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/27/2022 3:58:57 PM
Creation date
10/12/2022 1:37:10 PM
Metadata
Fields
Template:
Address Document
Street Name
CORBIN DR
Street Number
8909
Permit
B2201-038
Year
2022
Notes
AFH - GARAGE CONVERSION INTO TWO (2) BEDROOMS, ADD BATHROOM AND
Address Document Type
Plans
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
5
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
i <br /> • <br /> FLOORS <br /> TABLE R507.9.1.3(1) <br /> DECK LEDGER CONNECTION TO BAND JOISTa,b <br /> (Deck Ilve load=40 psf,deck dead load=10 psf,snow load 40 psf) • <br /> JOIST SPAN <br /> CONNECTION DETAILS 6'and less 6'1"to 8' 8'l"to 10' 10'1"to 12' 12'1"to 14' 14'1"to 16' 16'1"to 18' <br /> On-center spacing of fasteners <br /> 1/2-inch diameter lag screw with'/2 inch 30 23 18 15 13 11 10 <br /> maximum sheathing <br /> 1/2-inch diameter bolt with'/3-inch maximum 36 36 34 29 24 21 19 <br /> sheathings <br /> '/Z inch diameter bolt with 1-inch maximum 36 36 29 24 21 18 16 <br /> sheathings <br /> For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square foot=0.0479 kPa. <br /> a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. <br /> b. Snow load shall not be assumed to act concurrently with live load. <br /> c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. <br /> d. Sheathing shall be wood structural panel or solid sawn lumber. <br /> e, Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to'/2 inch thickness of stacked washers <br /> shall be permitted to substitute for up to 1/2 inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. <br /> TABLE R507.9.1.3(2) <br /> PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS <br /> MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS <br /> TOP EDGE BOTTOM EDGE ENDS ROW SPACING <br /> Ledgers 2 inches" 3/4 inch 2 inches" 15/8 inches' <br /> Band Joists 3/4 inch 2 inches 2 inches" 15/8 inches' <br /> For SI: 1 inch=25.4 mm. <br /> a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.9.1.3(1). <br /> b. Maximum 5 inches. _ • <br /> c. For engineered rim joists,the manufacturer's recommendations shall govern. <br /> d.The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.9.1.3(1). <br /> z STAGGER FASTENERS <br /> 2 IN 2 ROWS <br /> 0 ® 0 * 5.5"MIN.FOR 2 X 8* *DISTANCE SHALL BE PERMITTED TO <br /> 5"MAXt 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS <br /> ® ® ® 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS <br /> REDUCED TO THAT OF LAG SCREWS <br /> TO ATTACH 2 X 8 LEDGERS TO 2 X 8 <br /> At <br /> 2"MIN. 0.1 BAND JOISTS. <br /> LEDGER LAG SCREW OR BOLT 3/4"MIN. <br /> For SI: 1 inch=25.4 mm. <br /> • <br /> FIGURE R507.9.1.3(1) <br /> PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS <br /> 170 2018 INTERNATIONAL RESIDENTIAL CODES <br />
The URL can be used to link to this page
Your browser does not support the video tag.