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MAIN FLOOR LEGEND <br />WALL TYPE <br />SYMBOL I 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 />I I <br />2x4 MINIMUM U.O.N. <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 />CATES WINDOW PRESSURE - O SEE I SO FOR MORE INFORMATION. I <br />INDICATES LINTEL PER LINTEL PLAN L1 <br />FRAMING NOTES: <br />1. SEE WIND SPEI=D CHART ON SN FOR WINDOW <br />PRESSURES <br />2. TYPICAL CORNER FRAMING PER DETAIL FB06/D3 <br />GENERAL NOTES: <br />1. THE FRAMING FLAN SHOWN 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 SUB \AIT A FINAL SET OF TRUSS <br />ENGINEERING 31GNED AND SEALED TRUSS <br />DRAWINGS TO DESIGN PROFESSIONAL OF RECORD <br />FOR REVIEW PRIOR TO FABRICATION <br />2. ANY DISCREPPNCY OR ERROR IN DIMENSIONS OR <br />NOTES WITH IN THIS PLAN SHALL BE BROUGHT TO <br />THE ATTENTIO I 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 RC OF NOTES. <br />PLAN KEY NOTES <br />SIMPSON HU412 HANGER W/(22) %" X 2 3/4" <br />TITEN TO CIVIL! WALL & (10) 10d COMMON <br />NAILS TO BEAM. CENTER HANGER FROM <br />END WALL. <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 />SYMBOL DESIGN DESCRIPTION <br />2x_ INTERIOR BEARING SHEARWALL - SEE <br />BEARING WALL SCHEDULE ON SHEET SN <br />FOR REQUIREMENTS. <br />INDICATES BEARING WALL SEE BEARING <br />WOOD BEARING SCHEDULE ON SN <br />MASONRY WALL TOP @ 1U-0" <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft <br />WIND SPEED (ULTIMATE) 150.0 MPH <br />WIND SPEED (ALLOWABLE) 116.2 MPH <br />EXPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. <br />(SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] <br />a=oft <br />AREA ROOF 1 2e 2n I 2r 3 3e 3r <br />HIP 1 -43 90 1 1 -60 59 1 -60 59 <br />10 <br />GABLE -43.86 1 -43.86 1 -69.97 1 -69.97 1 1 -69.97 1-90.23 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: <br />SHINGLE: 1%2" EXP. 1 (32/16) <br />TILE: 15/32' EXP. 1 (32/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3i$' x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 6/32, SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS` <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING GABLE ROOF > 20 TO 27 DEG. <br />@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:121-[6:121 <br />W/ BLOCKING PER NAILING SCHEDULE. <br />L <br />zM O <br />— O <br />zto <br />Q 1 <br />C <br />a <br />z <br />(0 <br />a--� cn <br />w <br />O <br />U _ O <br />N <br />0 w <br />V) C <br />�N 04 <br />TC ~ N <br />�V U rch <br />W M <br />m <br />@ @ ~ U L O <br />U N !60 co <br />o <br />w <br />LvY cc) '@v <br />am N�o <br />IBD.II.�If ,/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 />00%4 11aAItlllll <br />N. rL E W,r , <br />� a a <br />co• C) <br />iiC, P�'8,750 a^ <br />:. �o20 <br />`=04t <br />:w <0-� Lu <br />uu <br />•• �owZ <br />S� E OF ;U�� JU <br />U) <br />W <br />rr, <br />rr <br />w <br />Q� <br />Z <br />C3 <br />w <br />U) <br />U <br />H <br />� <br />H <br />_ <br />O <br />Z <br />m <br />w <br />QQ <br />N <br />N <br />Q <br />N <br />E <br />c0 <br />Z <br />2 <br />a` <br />SHEET INFORMATION <br />DATE: 10 / 15 / 2021 <br />DRAWN BY: NJ <br />PROJECT NO: 21-6096 <br />REVIEWED BY: SL <br />ICI Plan Revisions Date: <br />1 1 DOOR AT BACK LANAI <br />Sheet Name <br />LOW ROOF <br />PLAN <br />LOW ROOF PLAN <br />SCALE: 3/16" = V-0" <br />S2 <br />