My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2127 100TH ST SE 2023 Plans 2024-06-14 (2)
>
Address Records
>
100TH ST SE
>
2127
>
Plans
>
2127 100TH ST SE 2023 Plans 2024-06-14 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/14/2024 8:19:31 AM
Creation date
6/14/2024 8:19:08 AM
Metadata
Fields
Template:
Address Document
Street Name
100TH ST SE
Street Number
2127
Permit
B2306-058
Year
2023
Notes
ENCLOSING FRONT ENTRY COURTYARD AND NEW ROOF
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.
/
9
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
NAIL END STRINGER <br /> TO FRAME WALL W/ <br /> (4)16d EA.STUD <br /> rrd esig nllc-logo.1 pg <br /> SHEARWALL PER PLAN TREAD PER ARCH. <br /> R&R DESIGN LLC <br /> STRAP HOLDOWN PER PLAN TEL <br /> W/(16)8d EA.END PER ARCH. mailoa l� ^badgne m <br /> OF STRAP 3/4"PLYWOOD <br /> c_ KICK PLATE 3/4"PLYWOOD <br /> E PLYWOOD SHEATHINGSHEATHING <br /> PER PLAN <br /> \r� <br /> JOIST OR TRUSS FULL WIDTH VERTICAL <br /> PER PLAN GRAIN 2x BLOCKING <br /> TO MATCH HOLDOWN <br /> STUDS / <br /> ________rT____ <br /> 2x12 STRINGER 4x1 2x10 @ 16"oc <br /> @ 24"oc max. Lu <br /> Y REFER TO PLAN FOR Typical Rise Typical Landing U <br /> LOCATIONS WHERE <br /> WALL CONTINUES <br /> ALL TREAD AND RISER <br /> DIMENSIONS PER ARCH. Lu <br /> 00 <br /> 2 TYPICAL CS16 STRAP HOLDOWN 1 TYPICAL STAIR RISER AND LANDING ~ <br /> SCALE:NTS SCALE:NTS Z Nu <br /> Ii pp <br /> O W O <br /> O N 00 <br /> N <br /> YI <br /> (8)16d @ 4"oc STAGGERED 16d @ 12"ac STAGGERED <br /> AT EACH SIDE OF SPLICE ELSEWHERE <br /> CD H <br /> TOP CHORD S ICE TYP.DOUBLE TOP PLATE /r ♦ ♦ r LU <br /> \� LU <br /> Lu W Z NW <br /> T-- w <br /> Q N > <br /> BOTTOM CHORD SPLICE A35(at exterior walls only) W <br /> OMIT @ HEADERS<6'-0" <br /> (6)16d U. <br /> TYP.STUDS BEAM OR HEADER W <br /> PER PLAN <br /> WHERE OPENING IS LESS <br /> 6-0"min.BETWEEN SPLICES THAN 6'-0"PROVIDE <br /> (1)BEARING STUD U.O.N. <br /> SPLICE TO OCCUR AT CL <br /> OF VERT.STUD TYP. <br /> 6�LBIN CG <br /> p4 Hyl <br /> TYPICAL TOP PL SPLICE TYPICAL HEADER FRAMING <br /> 4 SCALE:NTS SCALE:NTS �SSroNnL e� <br /> 6Lu 1523 <br /> GLARCHITECTuaaL ENGINEERING <br /> TEL 36-7— <br /> EMAIL.AKEGI-2—a—L.COM <br /> tl tlrawin re righletl in accorLance <br /> h Fetleral Statutes.PagYm nt of use fae Is tlue prior to <br /> IM1e permibetl us„.Reprobuceion of ibeseph'Q by any <br /> permiss^n o�M1e tles ria�ons,iM1eref rewwrE is a"ben Ivel <br /> proM1ibiflltll <br /> Droperty1UaM1lesaeentlprinis lM1erefmm re y <br /> of Me tled11.,11antl/or IM1e FOR <br /> . <br /> NUMBER DATE DESCRIPTION OF REVISIONS <br /> gfi115=3 PERMIT SET <br /> I W m <br /> SHEET TITLE: <br /> TYP FRAMING <br /> DTLS <br /> SHEET NUMBER <br /> S3.2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.