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ABCC P2 - Bldg 2 - 0-S0.22_1
COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE SCHEDULE (PSF) EFFECTIVE WIND AREA ROOF ZONE 1 25 SF -25/+33 SCHEDULE NOTES: 1. (+) AND (-) SIGNS INDICATE PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACE, RESPECTIVELY. 2. JOIST MANUFACTURER MAY DEVELOP WIND PRESSURES BASED ON LARGER TRIBUTARY AREAS, DEAD LOAD FOR UPLIFT CALCULATION TO BE 5 PSF. 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 5:37:44 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG2_STRUCT.rvt0-S0.22BAG DROP COMPONENTS AND CLADDING2022-352 Author Atlantic Beach Country Club 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/2" = 1'-0"0-S0.22 1 BAG DROP COMPONENTS & CLADDING