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WALL TYPE <br />! - i+�rr��nl��rl►•��!_ _ ���I+� �I**� ��I � � !_�'L' 117r �r <br />MAIN FLOOR LEGEND <br />SYMBOL <br />DESIGN DESCRIPTION <br />Bw# <br />INDICATES BEARING WALL SEE BEARING <br />WOOD BEARING SCHEDULE ON SN, SEE <br />2x_ <br />ARCHITECTURAL PLANS FOR WALL WIDTH, <br />2x4 MINIMUM U.O.N. <br />L <br />—IJ <br />INDICATES BUILT UP COLUMN, SEE <br />C# <br />FRAMING PLAN FOR SIZE, DETAIL WF37/SN <br />FOR PLY ATTACHMENT AND UPLIFT <br />® <br />CONNECTION SCHEDULE ON SN FOR <br />CONNECTION TO SLAB <br />C# * INDICATES NO BOTTOM CONNECTOR <br />REQUIRED <br />INDICATES AN OPENING HEADER <br />H# CONSTRUCTED PER HEADER SCHEDULE <br />ON SHEET SN <br />INDICATES STRUCTURAL BEAM SEE <br />B# DESIGN AND ATTACHMENT <br />SPECIFICATIONS PER BEAM SCHEDULE <br />ON SHEET SN. <br />INDICATES UPLIFT CONNECTOR. SEE <br />OUPLIFT CONNECTOR SCHEDULE ON <br />SHEET SN <br />INDICATES WINDOW PRESSURE - <br />O SEE SO FOR MORE INFORMATION. <br />INDICATES LINTEL PER LINTEL PLAN L1 <br />FRAMING NOTES: <br />1. SEE WIND SPEED CHART ON SN FOR WINDOW <br />PRESSURES <br />2. TYPICAL CORNER FRAMING PER DETAIL FB06/D3 <br />GENERAL NOTES: <br />1. THE FRAMING PLAN E;HOWN INDICATES THE "TRUSS <br />SYSTEM" AND IS THE RESPONSIBILITY OF THE TRUSS <br />SYSTEM ENGINEER (DESIGN PROFESSIONAL OF <br />RECORD). THE TRUSS DESIGN ENGINEER <br />(DELEGATED ENGINEER) HAS FINAL, RESONSIBILITY <br />FOR EACH INDIVIDUAL TRUSS AND TRUSS PROFILE, <br />AND IS TO SUBMIT A FINAL SET OF TRUSS <br />ENGINEERING SIGNED AND SEALED TRUSS <br />DRAWINGS TO DESIGN PROFESSIONAL OF RECORD <br />FOR REVIEW PRIOR 10 FABRICATION <br />2. ANY DISCREPANCY OR ERROR IN DIMENSIONS OR <br />NOTES WITH IN THIS CLAN SHALL BE BROUGHT TO <br />THE ATTENTION OF THE DESIGN PROFESSIONAL FOR <br />CLARIFICATION PRIOR TO CONSTRUCTION. <br />3. SEE SHEET SN FOR DESIGN SCHEDULES AND NOTES: <br />FOUNDATION SCHEDULE / COLUMN SCHEDULE / <br />BEARING WALL SCHEDULE / BEAM SCHEDULE / <br />HEADER SCHEDULE / CONNECTION SCHEDULE / <br />FLOOR AND ROOF NOTES. <br />PLAN KEY NOTES <br />BUILDER NOTE: <br />IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE <br />TRUSS MANUFACTURERS LAYOUT <br />---- STOP ----- <br />AND CALL THE ENGINEER OF RECORD PRIOR TO <br />PLACEMENT OF ANY TRUSSES. <br />ISYMBOLI DESIGN DESCRIPTION I <br />2x_ INTERIOR BEARING SHEARWALL - SEE <br />BEARING WALL SCHEDULE ON SHEET SN <br />FOR REQUIREMENTS. <br />INDICATES BEARING WALL SEE BEARING <br />I I I I I I WOOD BEARING SCHEDULE ON SN <br />2x WOOD FRAME WALL <br />;1-101 TYP. @ AL OPENINGS <br />D3 WINDOW <br />f <br />WF31 <br />II <br />WF31 <br />y✓,s� H2 II II II II H2 <br />A J�JJA A <br />CJ3 <br />II F4G <br />F3 = _ <br />II F2 = = <br />LL <br />— = <br />II F2 = = <br />F3 <br />F4 _ <br />II <br />CJ3B A g <br />CJCJ1 H2 EJo y✓S <br />U <br />II <br />II <br />II <br />1 <br />D3 <br />°Q <br />fV <br />N <br />G1 <br />HIGH ROOF FRAMING PLAN <br />Of <br />zz <br />—o <br />CD <br />z <br />J <br />z <br />rM <br />cn <br />4--J <br />w <br />.0 <br />o <br />_ <br />0 <br />N <br />O <br />w <br />m <br />(A <br />W <br />LO <br />�V) <br />U <br />�" <br />w <br />cu cc <br />J <br />tu <br />C <br />O C <br />Y <br />Q C1 <br />N <br />IBo.IIf !.�'rI <br />THIS DOCUMENT AND/OR THE DESIGN <br />CONCEPTS EXPRESSED HEREIN ARE THE <br />PROPERTY OF KEESEE ASSOCIATES AND <br />ALL RIGHTS OF OWNERSHIP, INCLUDING <br />COPYRIGHT OF INTELLECTUAL PROPERTY, <br />ARE RESERVED THE REPRODUCTIONS, <br />COPYING, OR USE OF THIS DOCUMENT <br />AND/OR THE DESIGN CONCEPT WITHOUT <br />THE WRITTEN CONSENT OF KEESEE <br />ASSOCIATES IS STRICTLY PROHIBITED AND <br />PROTECTED BY UNITED STATES AND <br />INTERNATIONAL LAW. <br />w� <br />ui <br />Q� <br />::) <br />Z <br />a <br />LLJ <br />U) <br />U <br />H <br />� <br />H <br />- <br />O <br />Z <br />m <br />w <br />QQ <br />SHEET INFORMATION <br />DATE: 10 / 15 / 2021 <br />DRAWN BY: NJ <br />PROJECT NO: 21-6096 <br />REVIEWED BY: SL <br />r� Plan Revisions Date: <br />1 DOOR AT BACK LANAI <br />Sheet Name <br />HIGH ROOF <br />FRAMING <br />PLAN <br />SCALE: 3/16" = V-0" <br />S3 <br />