My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2701 W McFadden Ave #F-I - Plan
PBA
>
Building
>
ProjectDox
>
M
>
McFadden Ave
>
2701 W McFadden Ave Bldg# F
>
2701 W McFadden Ave #F-I - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/31/2025 2:57:12 PM
Creation date
6/6/2025 1:20:08 PM
Metadata
Fields
Template:
Plan
Permit Number
101120641
101120642
101120643
101120644
Full Address
2701 W McFadden Ave Bldg# F
2701 W McFadden Ave Bldg# G
2701 W McFadden Ave Bldg# H
2701 W McFadden Ave Bldg# I
Document Relationships
101120641 - Permit
(Permit - Plan)
Path:
\Building\Permits\M\McFadden Ave\2701 W McFadden Ave Bldg# F
101120642 - Permit
(Permit - Plan)
Path:
\Building\Permits\M\McFadden Ave\2701 W McFadden Ave Bldg# G
101120643 - Permit
(Permit - Plan)
Path:
\Building\Permits\M\McFadden Ave\2701 W McFadden Ave Bldg# H
101120644 - Permit
(Permit - Plan)
Path:
\Building\Permits\M\McFadden Ave\2701 W McFadden Ave Bldg# I
Text box
ID:
1
Creator:
Import Agent
Created:
6/6/2025 1:20 PM
Modified:
5/30/2025 3:56 PM
Text:
http://www.coffman.com
ID:
2
Creator:
Import Agent
Created:
6/6/2025 1:20 PM
Modified:
5/30/2025 3:56 PM
Text:
http://www.coffman.com
ID:
3
Creator:
Import Agent
Created:
6/6/2025 1:20 PM
Modified:
5/30/2025 3:56 PM
Text:
http://www.coffman.com
ID:
4
Creator:
Import Agent
Created:
6/6/2025 1:20 PM
Modified:
5/30/2025 3:56 PM
Text:
http://www.coffman.com
ID:
5
Creator:
Import Agent
Created:
6/6/2025 1:20 PM
Modified:
5/30/2025 3:56 PM
Text:
http://www.coffman.com
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
55
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).
Show annotations
View images
View plain text
11"8'-0" CLR. <br />8' <br />- <br />4 <br />1 <br />4" <br />1'-10"8'-0" CLR.2'-0"8'-0" CLR.2'-0"8'-0" CLR.2'-0"8'-0" CLR.2'-0"8'-0" CLR.2'-2"8'-0" CLR.1'-9"8'-0" CLR.1'-1"5"8'-0" CLR.1'-10"8'-0" CLR.2'-0"8'-0" CLR.1'-11"8'-0" CLR.2'-0"8'-0" CLR.2'-0"7'-11" CLR.1'-6" <br />PARKING <br />#12 <br />PARKING <br />#13 <br />PARKING <br />#14 <br />PARKING <br />#15 <br />PARKING <br />#16 <br />PARKING <br />#17 <br />PARKING <br />#18 <br />PARKING <br />#19 <br />PARKING <br />#20 <br />PARKING <br />#21 <br />PARKING <br />#22 <br />PARKING <br />#23 <br />PARKING <br />#24 <br />PARKING <br />#25 <br />(E) 8" THK. WALL <br />3'-0"9'-0"6"6'-0"3'-0"3'-0"6"6'-0"18'-0"3'-0"6"6'-0"3'-0"3'-0"6"6'-0"18'-0"3'-0"6"6'-0"3'-0"3'-0"6"6'-0"10'-6"3'-0"6"6'-0"9'-0" <br />7' <br />- <br />0 <br />" <br />5' <br />- <br />0 <br />" <br />TY <br />P <br />. <br />8' <br />- <br />4 <br />" <br />7' <br />- <br />0 <br />" <br />7' <br />- <br />0 <br />" <br />TY <br />P <br />. <br />5' <br />- <br />0 <br />" <br />TY <br />P <br />. <br />(E) LIGHT TYP. <br />1'-4" <br />(E) 4x6 @ 30" O.C. <br />W/ 1x6 STRAIGHT <br />SHEATHING <br />4'-0"4'-0"7' <br />- <br />0 <br />" <br />TY <br />P <br />. <br />8' <br />- <br />5 <br />" <br />1'-4" <br />4'-0" <br />1' <br />- <br />4 <br />1 <br />4"12 <br />1 <br />2" <br />NOTES: <br />1.DO NOT SCALE DRAWINGS. <br />2.FIELD VERIFY EXISTING CONDITIONS. NOTIFY SEOR IF EXISTING CONDITION IS DIFFERENT <br />THAN WHAT IS SHOWN IN THIS DRAWING. <br />3.FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. <br />4.PATCH EXISTING WATERPROOF PAPER AND STUCCO AT AREAS OF STUCCO REMOVAL TO <br />PROVIDE 1 HOUR FIRE RATING. USE 7 8" THICK MINIMUM PORTLAND CEMENT AND SAND <br />BROWN COAT. COLOR COAT AND PAINT OVER BROWN COAT TO MATCH EXISTING STUCCO. <br />5.PAINT EXPOSED STEEL COLUMNS AND FLASHINGS TO MATCH EXISTING BUILDING COLOR. <br />USE THREE COAT EXTERIOR PAINT WITH PRIMER. <br />SCALE: 1/4" = 1'-0" <br />1 <br />- <br />7'-10" CLR. <br />8' <br />- <br />4 <br />1 <br />4" <br />2'-2"8'-0" CLR.1'-11"8'-1" CLR.1'-11"8'-0" CLR.1'-11"8'-0" CLR.2'-1"8'-0" CLR.2'-0"8'-0" CLR.1'-11"8'-0" CLR.8'-0" CLR.2'-0"8'-0" CLR.1'-11"8'-0" CLR.1'-0" <br />PARKING <br />#1 <br />PARKING <br />#2 <br />PARKING <br />#3 <br />PARKING <br />#4 <br />PARKING <br />#5 <br />PARKING <br />#6 <br />PARKING <br />#7 <br />PARKING <br />#8 <br />PARKING <br />#9 <br />PARKING <br />#10 <br />PARKING <br />#11 <br />3'-0"9'-0"6"6'-0"3'-0"3'-0"6"6'-0"18'-0"3'-0"6"6'-0"3'-0"3'-0"6"6'-0"18'-0"3'-0"6"6'-0"3'-0"3'-0"6"6'-0"9'-0" <br />7' <br />- <br />0 <br />" <br />7' <br />- <br />0 <br />" <br />TY <br />P <br />. <br />5' <br />- <br />0 <br />" <br />TY <br />P <br />. <br />7' <br />- <br />0 <br />" <br />7' <br />- <br />0 <br />" <br />TY <br />P <br />. <br />5' <br />- <br />0 <br />" <br />TY <br />P <br />. <br />(E) LIGHT TYP. <br />8' <br />- <br />5 <br />" <br />1'-11"11'-4" <br />4'-6"3'-1"3'-9" <br />3' <br />- <br />0 <br />" <br />4'-0"4'-0" <br />1'-4"1'-4" <br />(E) 4x6 @ 30" O.C. <br />W/ 1x6 STRAIGHT <br />SHEATHING <br />1' <br />- <br />4 <br />1 <br />4"12 <br />1 <br />2" <br />19" <br />(E) HOSE <br />NOTES: <br />1.DO NOT SCALE DRAWINGS. <br />2.FIELD VERIFY EXISTING CONDITIONS. NOTIFY SEOR IF EXISTING CONDITION IS DIFFERENT <br />THAN WHAT IS SHOWN IN THIS DRAWING. <br />3.FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. <br />4.PATCH EXISTING WATERPROOF PAPER AND STUCCO AT AREAS OF STUCCO REMOVAL TO <br />PROVIDE 1 HOUR FIRE RATING. USE 7 8" THICK MINIMUM PORTLAND CEMENT AND SAND <br />BROWN COAT. COLOR COAT AND PAINT OVER BROWN COAT TO MATCH EXISTING STUCCO. <br />5.PAINT EXPOSED STEEL COLUMNS AND FLASHINGS TO MATCH EXISTING BUILDING COLOR. <br />USE THREE COAT EXTERIOR PAINT WITH PRIMER. <br />SCALE: 1/4" = 1'-0" <br />2 <br />- <br />(N) WF COLUMN <br />TYP. SEE PLAN <br />(E) STUD WALL <br />TYP. SEE PLAN <br />(E) WOOD BEAM <br />TYP. SEE PLAN <br />SIMPSON COILED STRAP. <br />WHOLE LENGTH OF <br />BUILDING. <br />4'-01 2" <br />1 4" PLATE COLLECTOR <br />STRAP. TYP.3'-01 2" <br />18 <br />S5.1 <br />TYP. <br />5 <br />S5.1TYP. <br />2 <br />S5.2 <br />SHORE (E) WOOD <br />BEAM PRIOR TO CUT <br />(E) PAD FTG. BELOW <br />SEE DET. <br />TYP. <br />(N) GRADE BEAM <br />BEYOND. SEE PLAN <br />(E) PAD FTG. <br />TYP. SEE PLAN <br />EQ.EQ.EQ.EQ. <br />10 <br />S1.1 <br />16 <br />S5.1 <br />SEE PLAN <br />TYP. <br />1'-31 2"1'-91 2" <br />(N) WF COLUMN <br />TYP. SEE PLAN <br />(E) STUD WALL <br />TYP. SEE PLAN <br />(E) WOOD BEAM <br />TYP. SEE PLAN <br />SIMPSON COILED STRAP. <br />WHOLE LENGTH OF <br />BUILDING. <br />4'-01 2" <br />1 4" PLATE COLLECTOR <br />STRAP. TYP.3'-01 2" <br />18 <br />S5.1 <br />TYP. <br />5 <br />S5.1TYP. <br />2 <br />S5.2 <br />SHORE (E) WOOD <br />BEAM PRIOR TO CUT <br />(E) PAD FTG. BELOW <br />SEE DET. <br />TYP. <br />(N) GRADE BEAM <br />BEYOND. SEE PLAN <br />(E) PAD FTG. <br />TYP. SEE PLAN <br />EQ.EQ.EQ.EQ. <br />10 <br />S1.1 <br />16 <br />S5.1 <br />SEE PLAN <br />TYP. <br />1'-31 2"1'-91 2" <br />(N) WF COLUMN <br />TYP. SEE PLAN <br />(E) STUD WALL <br />TYP. SEE PLAN <br />(E) WOOD BEAM <br />TYP. SEE PLAN <br />SIMPSON COILED STRAP. <br />WHOLE LENGTH OF <br />BUILDING. <br />3'-01 2" <br />1 4" PLATE COLLECTOR <br />STRAP. TYP.8'-31 2" <br />18 <br />S5.1 <br />TYP. <br />5 <br />S5.1TYP. <br />7 <br />S5.2 <br />SHORE (E) WOOD <br />BEAM PRIOR TO CUT <br />(E) PAD FTG. BELOW <br />SEE DET. <br />TYP. <br />(N) GRADE BEAM <br />BEYOND. SEE PLAN <br />(E) PAD FTG. <br />TYP. SEE PLAN <br />EQ.EQ.EQ.EQ. <br />10 <br />S1.1 <br />16 <br />S5.1 <br />SEE PLAN <br />TYP. <br />3'-01 2"1'-31 2" <br />(N) WF COLUMN <br />TYP. SEE PLAN <br />(E) STUD WALL <br />TYP. SEE PLAN <br />(E) WOOD BEAM <br />TYP. SEE PLAN <br />SIMPSON COILED STRAP. <br />WHOLE LENGTH OF <br />BUILDING. <br />1 4" PLATE COLLECTOR <br />STRAP. TYP. <br />18 <br />S5.1 <br />TYP. <br />5 <br />S5.1TYP. <br />SHORE (E) WOOD <br />BEAM PRIOR TO CUT <br />(E) PAD FTG. BELOW <br />SEE DET. <br />TYP. <br />(N) GRADE BEAM <br />BEYOND. SEE PLAN <br />(E) PAD FTG. <br />TYP. SEE PLAN <br />EQ.EQ.EQ.EQ. <br />10 <br />S1.1 <br />16 <br />S5.1 <br />SEE PLAN <br />TYP. <br />9 <br />S5.2 <br />3'-01 2"3'-01 2" <br />7 <br />S5.2 <br />8'-31 2"1'-31 2" <br />9 <br />S5.2OPP. <br />4 <br />S5.2 <br />4 <br />S5.2 <br />COILED STRAP <br />CONT. THRU (E) FIN <br />STUD WALL TYP. <br />241285 7-22-24 <br />LMC / PVB <br />PVB <br />LMC / PVB <br />LMC / MBH / AYB <br />AS SHOWN <br />7-26-24 PLAN CHECK SUBMITTAL PVB <br />8-7-24 PLAN CHECK RESUBMITTAL PVB <br />10/14/24 <br />www.coffman.com <br />ph 818.285.2650 <br />6320 Canoga Ave, Suite 1300 <br />Woodland Hills, CA 91367 <br />10-14-24 PLAN CHECK RESUBMITTAL PVB <br />2701 W McFadden Ave <br />#F-I2/6/2025
The URL can be used to link to this page
Your browser does not support the video tag.