ELKHAM OFFICE STRUCT-S-1
- 1. TYPICAL TIE BEAM REINFORCEMENT DETAILDEEP BEAM NOTE TOP REINF. BEAM DESIG. CONCRETE BEAM SCHEDULE BOTTOM REINF. MIDDLE REINF. B # STIRRUPS AT EACH ENDSH UPLIFT HANGER SCHEDULE TRUSS LABEL UPLIFTS FORCES 1 2 4 5 3 GREATER THAN 1000 LBS HANGER TIE DOWN WOOD CONNECTION HANGER TIE DOWN CONCRETE CONNECTION LEGEND FILLED CELL LEGEND COLUMN SCHEDULE COLUMN DESCRIPTIONCOLUMN C-1 SECTIONATEACHSIDEOFDOORORWINDOWOPENING TYPICAL WINDOW AND DOOR BUCK DETAIL C-2 COLUMN C-1 APPLIED DESIGN PRESSUREROOF ZONE 1 2 3 + 45.1 / - 72.9 PSF COMPONENT AND CLADDING DESIGN PRESSURES Vult = 170 MPH ULTIMATE DESIGN WIND SPEED COMPONENT AND CLADDING (BASED ON Vult) EXPOSURE C ULTIMATE DESIGN PRESSURES (LRFD) PSF AREA 10 SF 20 SF 50 SF 100 SF + 38.2 / - 71.0 PSF + 33.3 / - 68.5 PSF + 29.5 / - 66.6 PSF + 41.9 / - 122.2 PSF + 38.2 / - 109.2 PSF + 33.3 / - 94.5 PSF + 29.5 / - 85.3 PSF + 41.9 / - 184.0 PSF + 38.2 / - 160.4 PSF + 33.3 / - 145.7 PSF + 29.5 / - 134.7 PSF 4 5 + 72.9 / - 79.1 PSF + 69.6 / - 75.7 PSF + 65.2 / - 71.4 PSF + 62.0 / - 68.2 PSF + 54.3 / - 60.5 PSF 10 SF 20 SF 50 SF 100 SF 101 + SF 10 SF 20 SF 50 SF 100 SF 10 SF 20 SF 50 SF 100 SF 10 SF 20 SF 50 SF 100 SF 101 + SF + 72.9 / - 97.6 PSF + 69.6 / - 91.0 PSF + 65.2 / - 82.3 PSF + 62.0 / - 75.7 PSF + 54.3 / - 60.5 PSF APPLIED DESIGN PRESSUREWALL ZONE AREA + 43.8 / - 47.5 PSF0 - 10 SF + 43.8 / - 58.5 PSF + 41.7 / - 45.4 PSF11 - 20 SF + 41.7 / - 54.6 PSF + 39.0 / - 42.7 PSF21 - 50 SF + 39.0 / - 49.4 PSF + 37.2 / - 41.0 PSF51 - 100 SF + 37.2 / - 45.4 PSF + 32.6 / - 36.3 PSF101 + SF + 32.6 / - 36.3 PSF + 47.0 / - 52.5 PSF0 - 110 SF + 43.7 / - 49.0 PSF111 + SF Vasd = 132 MPH NOMINAL DESIGN WIND SPEED (Vult = 170 MPH) COMPONENT AND CLADDING (BASED ON Vasd) EXPOSURE C DOORS AND WINDOWS INCLUDED PRESSURES CALCULATED USING (Vult x 0.6) WHICH IS EQUIVALENT TO Vasd ALLOWABLE STRESS DESIGN PRESSURE (ASD) PSF END ZONEAREA OPENING INTERIOR ZONE Vasd = 132 MPH NOMINAL DESIGN WIND SPEED COMPONENT AND CLADDING (BASED ON Vasd) EXPOSURE C ULTIMATE DESIGN PRESSURES (LRFD) PSF GARAGE DOORS DESIGN PRESSURE AREA OPENING u u u u u u u DESCRIPTION DEMOLITION SCHEDULE DESCRIPTIONREMOVAL R-1 R-2 DESCRIPTIONFOOTING FOOTING SCHEDULE DESCRIPTIONFOOTING 6627WILLOWPARKDRIVE,SUITE201 NAPLES,FL34109 PHONE:593-2157FAX:593-8820 CERTIFICATEOFAUTHORIZATIONNUMBER:8597 CRONINENGINEERING,INC. DEREKP.CRONIN FLORIDAPE#55382 ICERTIFYTHATTHESEPLANSAND SPECIFICATIONSCONFORMTOLOCAL BUILDINGCODEREQUIREMENTS SCALE:DRAWNBY:PROJECT#:DATE:DATEREVISIONS# GENERALNOTES ELKHAMCIRCLEOFFICEPARK 601EELKHAMCIRMARCOISLANDFL34145 PKARCHITECTS,INC 205SUNRISECAYSUITE#203NAPLESFL S-1 7 BID ISSUE 07/01/2016