My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
5010 DOVER ST 2025-07-31
>
Address Records
>
DOVER ST
>
5010
>
5010 DOVER ST 2025-07-31
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/31/2025 11:34:53 AM
Creation date
6/18/2025 7:40:08 AM
Metadata
Fields
Template:
Address Document
Street Name
DOVER ST
Street Number
5010
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.
/
199
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
ROOF FRAMING PLAN <br />© 2022 RECTOR RESIDENTIAL DESIGN, INC <br />- ALL BEAMS AND HEADERS TO BE 6X0 DF 2 AT 2X6 BEARING WALLS, UNC., 6'-O" MAX. SPAN <br />- ALL BEAMS AND HEADERS TO BE 4XIO DF 2 AT 2X4 BEARING WALLS, UNC, 6'-O' MAX. SPAN <br />- SHADED AREAS INDICATE OVERFRAMING, 2X6 0 24' CC, UNO_ <br />- BEARING WALLS ARE INDICATED AS SHADED WALLS <br />- PROVIDE VENTED BLOCKING AT REQUIRED TRU55/RAFTER BAYS <br />- ALL MANUFACTURED TRUSSES. <br />• SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S APPROVAL <br />• SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION <br />• SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIPICATION <br />• SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS <br />- IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE TRUSS SUPPLIER, <br />THAT TRUSS LAYOUT SHALL SUPERCEDE THE TRUSS LAYOUT INDICATED IN THE PLANS. <br />PROVIDE TRU55 LAYOUT AND SPECS ON SITE FOR INSPECTION, <br />IN PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING 5UPPORTED NN.O.) <br />NOTE: NOTE: <br />REFER TO STRUCTURAL SHEETS FOR SHEAR DDHRAOTOR TO VERIFY ALL DmENSIONS AND <br />WALL SCHEDULE AND ENGINEERING PLAN CONDITIONS OF PROJECT AND FE ORT ANY <br />OfIISSICNS / D ISORFANCIES TO DESIGNER PRIOR <br />WHICH CONTAIN DETAIL REFERENCES AND/OR TO COMTENCINS WORK DESIGNER SNALL NOT BE <br />INSTRUCTIONS PERTAINING TO EACH SHEAR RESPONSIBLE FOR DIOCREFANT CONDITIONS <br />WALL INDICATED IN THIS PLAN. BYSULTING TME CON RSA ORTHORIZED uaPo: PERfaR1ED <br />SCALE : 1/4'= II-0' <br />NRR COMMON TRUSSES a 24' OuD <br />A5 PER MSG. Bri " <br />ROOF PRAKNIS <br />PLAN <br />V <br />z <br />Q <br />� <br />@ <br />4 <br />� <br />LU <br />LU <br />OII <br />L� <br />LIJ <br />VI�Low <br />These plans are copyngMed m <br />accordance with federal <br />statutes. Payment of use des Is <br />due Rector Resldiser Design, <br />LLC. prior to construction for <br />each structure bi from these <br />plans. Reproduction by any <br />method of ell, part or variations <br />thereof without wetter dism <br />ission <br />Fred Is ctorspe l prohal Design, <br />I.I.C. Is expressly d all Firms <br />These drawings and a ropers <br />thaRector Rremain lM1l property of <br />Rector Reaidmuel Design, LLO <br />REVISIONS <br />INT. DATE REV. <br />DESIGNER: m <br />DRAFTER: O <br />DAM: 2/1423 <br />PROMM NO: 22150 <br />SHEET NO: <br />72 <br />
The URL can be used to link to this page
Your browser does not support the video tag.