My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1717 PINE ST 2021 Plans 2022-11-10
>
Address Records
>
PINE ST
>
1717
>
Plans
>
1717 PINE ST 2021 Plans 2022-11-10
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/10/2022 1:12:29 PM
Creation date
12/14/2021 1:45:01 PM
Metadata
Fields
Template:
Address Document
Street Name
PINE ST
Street Number
1717
Permit
B2107-071
Year
2021
Notes
Roof repair: framing & sheathing to be replaced in like-kind
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.
/
8
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
R <br />LL <br />2 1/2" MI <br />8 1/2°" <br />(8) 13d t@ CEILING JOIST CONNECTION <br />DBL BEVEL CUT <br />RIDGE BOARD HIP RAFTER <br />PER PLAN <br />HRC22 W/ SD CONNECTOR HIP RAFTERS PER <br />SCREWS PLAN <br />v (N) CEILING JOISTS PER PLAN ISOMETRIC VIEW Cc> HIP RIDGE INTERSECTION <br />11, TYP---",/ <br />'� -- (E) WALL FRMG PER PLAN <br />TYP. CEILING JOIST LIHIP BEAM TO RIDGE BEAM <br />3/4" = 1 °-®"° 3/4" = 1 "-0H <br />(R) ROOF SHEATHING PER � RIDGE VENT PER PLAN <br />PLAN. TRIM 1°" MAX EA <br />SIDE OF RIDGE FOR / (R) TOE NAILING PER <br />RIDGE VENT So. 1, TYP <br />(R) RIDGE BARD PER <br />PLAN (R) RAFTER PER <br />PLAN <br />° <br />° <br />° <br />° <br />HIP BEAM PER PLAN <br />(N) CS20 AROUND HIP BM <br />W/ MIN 3 10d NAILS EA SIDE <br />TO STRUT. MIN 1-1/2" EDGE <br />DISTANCE, TYP. <br />STRUT TO WALL PER PLAN. <br />ROTATE SO STRUT ALIGNS <br />WITH WIDTH OF HIP BEAM. - <br />H2A EA SIDE. BEND <br />TOP TO ATTACH TO <br />STRUT. <br />WALL FRAMING PER <br />PLAN. —L�L <br />NOTE <br />STRUT MUST LAND ON MINIMUM OF (2) MALL STUDS BELOW. <br />VERTICAL STRUT <br />3/4" = 1 "-®°° <br />SECTION <br />H2A <br />STRUT <br />WALL FRAMING PER <br />PLAN. <br />(R) ROOF SP PER (R) INSULATION BAFFLE, TYP <br />PLAN <br />X'— (R) ROOF RAFTER PER PLAN <br />2 1/2°" MIN <br />TYP 12 (3) 16d @ RAFTER / CEILING <br />4 CONNECTION <br />BN —� <br />i <br />(N) 2X BLKG W/ <br />VENTING PER PLAN (R) INSULATION PER PLAN <br />(R) CEILING JOISTS PER PLAN <br />R <br />(N) H1.31Z 32°° ®C. <br />(Eg SIDING PER PLAN <br />(E) WALL FRMG PER PLAN <br />NOTE: <br />AT SIM, OMIT CEILING JOIST AND CEILING EGOIST NAILING. <br />D3 CEUNG JOIST AND RAFTER CONNECTION <br />3/4°" = 1 1-0., <br />HIP BEAM PER PLAN — <br />STRUT TO WALL PER PLAN. <br />ROTATE SO WIDE SIDE OF <br />STRUT ALIGNS WITH WIDTH <br />OF HIP BEAD. <br />(N) CS20 W/ MIN 3 10d <br />NAILS EA SIDE. MIN <br />1-1/2" EDGE <br />DISTANCE. <br />(N) CS20 W/ MIN 8 10d <br />A34 <br />NAILS. VAIN 1-1/2" <br />EDGE DISTANCE. <br />0 <br />— STRUT <br />WALL FRAMING <br />A34 W/ <br />PER PLAN. <br />CONNECTORS EA STRAP <br />SIDE <br />WAR FRA6VIING PER <br />PLAN.� SECTION <br />LAN <br />NOTE: ,�.� � � �. <br />STRUT MUST LAND ON MINIMUM OF (2) WALL STUDS BELOW. REVIEWED <br />VIEWE FOR P N'tH T <br />4") ANGLED STRUM <br />3/4u'= 1"-OR <br />
The URL can be used to link to this page
Your browser does not support the video tag.