My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2303 EVERETT AVE 2023 Plans 2025-07-08
>
Address Records
>
EVERETT AVE
>
2303
>
Plans
>
2303 EVERETT AVE 2023 Plans 2025-07-08
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/8/2025 11:06:39 AM
Creation date
6/25/2024 10:02:09 AM
Metadata
Fields
Template:
Address Document
Street Name
EVERETT AVE
Street Number
2303
Permit
B2304-053
Year
2023
Notes
773 SF POLE GARAGE, NO HEAT OR PLUMBING
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.
/
10
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
M <br /> � N <br /> a co <br /> N D_ D \ <br /> SHEET INDEX N Y w Y n <br /> 1/3 oc rn 3, o <br /> 2/3 0 e•o.a <br /> 3/3 E'o a a <br /> 0 <br /> (2) 2x10 DFL#2 (2) 2x10 DFL#2 COMP ROOF OVER CODE APPROVED VAPOR <br /> RAKE BEAM PER RAKE BEAM PER BARRIER OVER 7/16" OSB SHEATHING. DETAIL 8/2 AT INTERIORo <br /> DETAIL 56/2 DETAIL 5B/2 (2) 2x10 DFL#2 NAIL SHEATHING w/8d AT 6•'o.c. AT DETAIL 58/2 AT ENDWALL <br /> RAKE BEAM PER <br /> 24'-0" PANEL EDGES AND 12"o.c. IN FIELD. / <br /> • DETAIL 58/2 <br /> DETAIL 10/2 E <br /> 12'-0" 12'-0' 10' 0" PURLIN 3 2 & 4L2 ",^,%/ /\ 2 <br /> ® / 4/2 <br /> S <br /> PURLIN PER DETAILS <br /> c ��I `/% 3/2 & 4/2 <br /> ' \ <br /> I 7 <br /> 6x10 HF 2 6x8 HF#2 .�� iiigl"� /�� DETAIL 9/2 y <br /> # 6x10 HF#2 ENDWALL 6x6 HF#2 z EAVE 1i� _\�//� __ 12 2.4 o <br /> m a CORNER POST ENDWALL _ <br /> ce m POST CORNER a I , //!I <br /> a z POST = OVERHANG PER _ o <br /> o POST j DETAIL 2/2. Ii TRUSS SUPPORT BLOCK I TRUSS BY OTHERS 1 �•�I� c suolsina <br /> I- 4"CONC.FLOOR PER DETAIL 1/2. w/BRACING PER DETAIL <br /> N p w <br /> x cc w - I I 1/1 AND/OR 2/1 RAKE BEA <br /> o z '�' 6x10 HF#2 6x6 HF#2o <br /> o 6x10 HF#2 a INTERIOR CORNER i I POST PER PLAN I I (ORPER PLAN I Q <br /> SIDEWALL POST POST I I w H- <br /> POST 5/8" T1-11 = W <br /> o d > + ENDWALL POST <br /> — TRUSS + — 36"x80 PANEL SIDING I I <br /> r c" — — BEYOND POST PER PLAN > <br /> ,r TRUSS -+ DOOR NAILED PER I POST PER PLAN <br /> c� I NOTE 11/2 �c GIRTS PER DETAILS <br /> a r — — - -- — r — — 12/2 1 o <br /> 1 w ccm a 1 e b Z <br /> > n z m (2) 2x 10 DFL#2 II I I I Z <br /> co c- 0_w z RAKE BEAM PER hi DETAIL 13/2 <br /> 1 o ceMol DETAIL 5D/2 !' f r4" CONC SLAB i <br /> U <br /> i� -I°� w I LLJ <br /> x 6x10 HF#2 maw �� Jt ��� (n <br /> o z ENDWALL ao z t <br /> 6x10 HF#2 POST /'�!'! I\ <br /> . /\,\4X/V.05, Z <br /> CORNER <br /> 6x6 HF#2 <br /> POST CORNER Q__IPosT YI I I I I I I I % <br /> . <br /> ' <br /> .1�e / I 27"0 x 4'-0" DEEPSI POST FOOTING PER 18"0 x 4'-0" \HR FIREWALL CONSTRUCTION PER DETAIL 21/2 24"0 x 4'-0" DEEP SIDEWALL 18"0 x 4'-0" DEEP DETAIL 16/2. DEEP CORNER <br /> 2) 2x10 DFL#2 POST FOOTING PER DETAIL•16/2. ENDWALL POST,FOOTING 18"0 x 4'-0" DEEP ENDWALL POST FOOTINGS <br /> (2) 2x10 DFL#2 RAKE BEAM PER 18"0 x 4'-0" DEEP CORNER PER DETAIL 16/2. OR CORNER POST PER DETAIL 16/2. <br /> RAKE BEAM PER DETAIL 56/2 POST FOOTING PER DETAIL 16/2. FOOTING PER DETAIL 16/2. o <br /> DETAIL 5B/2 =J <br /> o Z <br /> ALL EXTERIOR WALLS TO HAVE 5/8"T1-11 (OR 7/16" 24.-0" SPAN 10'-0" SPAN 0 <br /> LP PANEL SIDING). PANEL SIDING SHALL BE NAILED ' AL r ° o <br /> <41) 3 LA N WITH 6d COMMON OR GALVANIZED BOX NAILS AT 4"o.c. a Q m ALONG PANEL EDGES AND 12"o.c. IN FIELD. ALL SECTION THRU BUILDING WITH LEAN—TO =E Q a/ SCALE: Ya"=1'-0" EDGES OF SIDING TO BE BLOCKED. FOR SHIP-LAPPED <br /> EDGES BOTH PANELS SHALL BE EDGE NAILED WITH 6d 0N.T.S. N E <br /> AT 4"o.c. IN ACCORDANCE WITH MANUFACTURER'S IJ� LL m <br /> SPECIFICATIONS. ^W O <br /> ,9LL o- <br /> 2x6 BETWEEN <br /> ENDWALL SAVE GIRT POSTS w/(3) 16d <br /> TO 2x4 BRACE /Tl <br /> ..km 2-10d (TYP.) 16d AT 24"o.c. AND(3) 16d TOE ll2 <br /> SAVE GIRT TO 2x6. NAIL AT POSTS. ('� <br /> PURLIN (2)16d. SAVE ,\EE: v' <br /> 2-10d TOENAIL V GIRT TO BRACE. ,•,�N� LC) <br /> EACH SIDE ' <br /> o SIMPSON CS16 2x4 BRACE <br /> BRACE STRAP BENT AT <br /> UD <br /> PURLIN I SAVE GIRT w/(5) <br /> 1Od x 1 1/2 ` `I W <br /> (1 NAIL Al SAVE ENDWALL POST <br /> GIRT) PER PLAN I CE <br /> SYM ® LLJ <br /> 1 (IF OCCURS) BAY WIDTH I I I W <br /> i L <br /> PURLIN O <br /> I I I <br /> nHP0 ' <br /> F-- <br /> 3-10d ® LAP <br /> n � <br /> Millinilia <br /> i<` (NP.) <br /> 2x6 HF#2 BRACE Q <br /> AT LOCATIONS STI�ii !JII ;LICE <br /> � : _ <br /> NOTED ON TRUSS 6 — <br /> : DRAWING 2x4HF#2 CONTINUOUS 6 I�I <f,A.ky- <br /> DBL TRUSS (OR SINGLE BRACE APPLIED AT _-I�l o� ,.. iywns�1 1 <br /> TRUSS AT END BAYS IF LOCATIONS NOTED ON <br /> • OCCURS)PER TRUSS TRUSS DRAWING. - . <br /> 2-10d TOE NAIL MANUFACTURER ATTACH TO TRUSS /` <br /> BOTTOM CHORD 0/ 1 .6,4 <br /> EA. SIDE 2-10d TOE-NAIL AT ff'.'.rs o`. <br /> EACH CHORD. '14jOry'n:.C'.`b sheet <br /> 0Ti'P. TRUSS BRACING ® BOTTOM CHORD w/ MULTIPLE TRUSSED BAYS. R3127123 <br /> 0TF <br /> . TRUSS BRACING ® BOT. CHORD w/ ONE TRUSSED BAY. <br /> 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.