My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2006-P10210 - new structure
Orono
>
Property Files
>
Street Address
>
C
>
Cherry Place
>
1430 Cherry Place - 08-117-23-33-0015
>
Permits/Inspections
>
2006-P10210 - new structure
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:44:18 PM
Creation date
4/6/2016 3:22:38 PM
Metadata
Fields
Template:
x Address Old
House Number
1430
Street Name
Cherry
Street Type
Place
Address
1430 Cherry Place
Document Type
Permits/Inspections
PIN
0811723330015
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
38
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
� • � ��REWARD. <br /> wA�� SYSTEM9 Build Different. Build Better.sM <br /> 811 11 <br /> LINTEL HEIGHT 9 iFORM <br /> Design Parameters <br /> Lintel Height 8 in. <br /> Concrete strength at 28 days,fc 3000 psi <br /> Steel strength,fy 40,000 psi `�" <br /> � _---__�; <br /> � ` <br /> 1 :,,., <br /> -� -- _- _ ___ ---- � <br /> � r- ' 4 _ .ti x <br /> _,) • l ._ � <br /> �� �\/ n / -{�� �� � <br /> Cr) V� o � T <br /> I , <br /> ,i, i <br /> T �� f �, <br /> �I �' � -f1�/ �'x <br /> � ',% , i� � � <br /> � .' ���-� �� � <br /> L ��� � � <br /> —- � � , � -: <br /> - --� – - ... <br /> _ ,_-- , <br /> � ... <br /> MINIMUM REINFORCEMENT REQUIRED <br /> FACTORED <br /> LOADPHt Lintel Span (ft) <br /> FOOT OF <br /> LINTH <br /> 3 4 5 B 7 8 10 12 14 16 <br /> 1 - #5 top and bottom <br /> 250 Ib No Shear Reinforcement Required <br /> 500 <br /> 750 <br /> 1000 <br /> 1500 <br /> 2000 <br /> 2500 <br /> 3000 <br /> NOTES: <br /> 1. Consult with the local building code for minimum required service loads. <br /> 2. Appiied service loads must be multiplied by load factors to use this table. See ACI 318 or applicable building <br /> code for appropriate load factors applied to dead and live loads. <br /> 3. A minimum of 2-#5 bars shall be provided an each side of every opening to meet ACI 318, 14.3.7 <br /> 4. See details in introduction to lintel reinforcement for reinforcement placement. <br /> 5. Lintels designed for typical residential construction cases used to establish the vertical reinforcement tables <br /> found elsewhere in this manual may use the following factored loads. Consult an engineer beyond these <br /> parameters. <br /> Factored floor dead and live load= 1424 plf <br /> Factored roof dead and live load= 1120 plf(no attic); 1800 plf (including attic) <br /> Factored roof dead and snow load=2100 plf (no attic); 2780 plf (including attic) <br /> 6. #3 stirrups may be substituted where welded wire reinforcement(W1NR)is shown for shear reinforcement. <br /> 7. See accompanying Lintel Reinforcement Table Notes. <br /> Reward Lintel 6.2.1.1 - 9" /8" <br /> Issued on: 4/1/2003 6-31 <br /> Release: E <br />
The URL can be used to link to this page
Your browser does not support the video tag.