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ABCC P2 - Bldg 1 - 0-S6.15_1WF STEEL BEAM, SEE PLAN WOOD STUD WALL, SEE PLAN WF STEEL BEAM W/ HANGER, SEE PLAN WF STEEL BEAM W/ HANGER, SEE PLAN WF STEEL BEAM W/ HANGER, SEE PLAN WF STEEL BEAM W/ HANGER, SEE PLAN STUD PACK POINT LOAD #1 NOTES: 1. TRUSS SHALL RESIST THE ADDITIONAL LOADS ON DIAGRAM ABOVE IN ADDITION TO LOADS ON 0-S0.10. 2. ADDITIONAL LOADS: A. STUD PACK POINT LOAD #1: • DEAD = 1.22 KIPS • LIVE = 1.13 KIPS • WIND = 1.86 KIPS/-3.94 KIPS SEE PLAN WOOD TRUSS DESIGN NOTES 1. TRUSS PROFILES ARE SCHEMATIC ONLY. 2. SUBMIT CALCULATIONS FOR DESIGN OF WOOD TRUSSES SIGNED AND SEALED BY A LICENSED ENGINEER IN THE STATE OF GEORGIA FOR ARCHITECT/STRUCTURAL ENGINEER REVIEW. 3. GIRDER TRUSSES WHERE REQUIRED SHALL BE DESIGNED TO SUPPORT THE REACTIONS FROM SUPPORTED TRUSSES. 4. LAYOUT OF WEB MEMBERS TO BE AS NECESSARY TO SUPPORT APPLIED LOADS UNLESS SPECIFICALLY DETAILED OTHERWISE. 5. LOADS LISTED TO DO NOT INCLUDE TRUSSES AND OVERBUILD SELF-WEIGHT. 6. LOADS FOR SUPPORT OF MECHANICAL AND PLUMBING UNITS AND MECHANICAL SUPPORT AREAS SHALL BE INCLUDED IN THE LOADS APPLIED TO THE TRUSSES. REFER TO PLAN FOR WEIGHTS OF UNITS AND COORDINATE LOCATION WITH MECH. 7. REFER TO 0-S0.12 FOR COMPONENT AND CLADDING WIND PRESSURES. FOR PRE- ENGINEERED ROOF TRUSSES. 8. INSTALLATION OF TRUSSES TO COMPLY WITH RECOMMENDATIONS OF MANUFACTURER AND THE TRUSS PLATE INSTITUTE. 9. ERECT TRUSSES PLUMB AND PARALLEL TO EACH OTHER, LOCATED AT DESIGN SPACING INDICATED. 10. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL PERMANENT BRACING/BLOCKING IS INSTALLED. 11. PROVIDE AND INSTALL PERMANENT BLOCKING/BRACING AS RECOMMENDED BY THE TRUSS MANUFACTURER AND PER 3 AND 5/S6.04. 12. CONTRACTOR TO COORDINATE ROOF TRUSS CHORDS SIZE AND LOCATION WITH DUCT WORK. 13. BEARING WALL CONDITIONS VARY. SEE PLAN FOR SUPPORTING WALL LOCATIONS. 14. ALL HARDWARE (INCLUDING TRUSS HANGERS) REQUIRED FOR CONNECTIONS BETWEEN PRE-ENGINEERED TRUSSES SHALL BE DESIGNED AND SPECIFIED BY THE TRUSS DESIGN ENGINEER. 15. TOP CHORD OF ROOF TRUSSES SHALL BE SLOPED TO MATCH ROOF SLOPE SHOWN ON ARCHITECTURAL DRAWINGS. WOOD STUD WALL, SEE PLAN WF STEEL BEAM W/ HANGER, SEE PLAN DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD This item has been electronically signed and sealed by Holly Jeffreys, Florida license number 82758 on the date and/or time stamp using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Phase 2 As indicated 8/31/2023 7:31:08 PMAutodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_STRUCT.rvt0-S6.15MAIN CLUBHOUSE STORAGE & OFFICEEXPANSION TRUSS PROFILES2022-352 SM Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 1" = 1'-0"0-S6.15 7 T3 FLOOR TRUSS PROFILE 1" = 1'-0"0-S6.15 5 T1 FLOOR TRUSS PROFILE 1" = 1'-0"0-S6.15 6 T2 FLOOR TRUSS PROFILE 3/4" = 1'-0"0-S6.15 9 WOOD TRUSS NOTES - KITCHEN EXPANSION 1" = 1'-0"0-S6.15 8 T4 FLOOR TRUSS PROFILE