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ALL WORK SHAki,,COMPLY WITH PREVAILING <br /> CODES FLORIDA BUILDING CODE, <br /> 1-All construction sheii.cbr Ali tlition2017. <br /> ULTIMATE WIND SPEED.- 130 ORDINANCES <br /> za"I Zone 1 +/-14.62 NOMINAL WIND SPEED: 101 <br /> Zone 2 +1-22.51 WIND EXPOSURE CATEGORY:-8 REVIEW DATE MAY-il-MO 111 <br /> Zone 3 +1-31.27 RISK CATEGORY 1 NON HASMABLE <br /> INTERNAL PRESSURE COEFFICIENT Gcpl= +/.o.o CITY OF ZEPHYRHILL <br /> DESIGN PRESSURE PER-FBC.CHAPTER 16,INCLUDINPJ%W-ft0Q"t4rAONS <br /> ROOF LIVE LOAD=12 PSF <br /> ROOF DEAD LOAD=7-5 PSF <br /> 4 MIN SOIL BEARING 2500 PSF <br /> TRUSS BEARINGILCADEACH-ENO 1800LB <br /> TRUSS UPLIFT @ POST 1800LBS <br /> WIND PRESSURE ON COMPONENTS AND CLADDING I Wood'framlng and fasteners to meet NDS-2012.requirements. <br /> 2. Fastener requirements:(1)All nails are Common galvanized;(2)all bolts are to bet.galventzed-steell and Include <br /> nuts and'-washers;and(3)all'other.hardware:(Simpscq, ,etc.)Is to be Instatted.accordifig.to manufacturer's <br /> spechicaeons'afid,recommendations:N4IIInj.(sIze ind,riumbe.0 shall-sddsfy TabI8t2306:2.(1),2306.3.(1)and <br /> MOFMIOWL88MCESSY 2306.3.(#)FBC unless otherwise Indicated;•Note:fasteners exposed to the weatherare to be treatedlor weather <br /> DRISCMEMINSMNOMC. <br /> poaoxwsn. resistance and compatible with the type of pressure treated wood used(connectors,nails,bolts,nuts and washers). <br /> am <br /> NZOV14FLUM <br /> PHC=1-1613 Concrete Construction Notes <br /> 5 <br /> M3MQfiPWRQAM0N8 <br /> 1. Concrete work shall conform to'Bultding,Gods Requirements for Reinforced Concrete(ACE-318)and <br /> "Spectlicatlons4brStructurall Concrstd*-(ACI-301)-,Latest Edition. <br /> itoWba*mOw ftw 4d <br /> 9 kfttfftPW..d --� .ff ddft 2. Concrete mix shall conform to the:following specifications All concrete mixes shall contain a <br /> n.D"0hPMftW.-W Vwft .1d <br /> www wafer-reducing admixture conforming to ASA&C-494. Air-entraining admlxtura shall conform to ASTM C-260. <br /> CONCRETEMIXA ! 01gitaloignedby <br /> ,WCTION a. <br /> . 6- <br /> Wa i i Mchael E Drhcon PE <br /> prxqo =n -------84WS4rvWnUnd01ft DN:-US.,t-R-d4 <br /> AW—tdonWln Wr*vWwofftCanftwWftPwr—w 0 <br /> Ultimate Compressive Strength @ 28 days 3,000 PSI <br /> Slump Rango 4r 0-1'co"7r-okr4--' <br /> VdfWc0=P==& <br /> Maximum A �4 <br /> Aggregate Size I <br /> J. ff~011 F DrIS1.11 <br /> Entrained Air None <br /> Dry Weight per Cubic Foot 150# <br /> �VWrMft9ftMV*Pft= d-h <br /> D t 2020.OS.01 <br /> 3. Shotcrete mix el/ <br /> 4 All concrete shall be cured fora minlmum.of 28 days. If forms for vertical surfaces are removed prior to the end of <br /> the curing period,spray surfaces with liquid membrane curing compound. <br /> C14 <br /> "MP-Mpa", V^ raw 60*xtwft <br /> ar-im"m-h <br /> ow Of D43W WW TmDnon, "MMIN 5. Relnforclngsteel,shall conform to A6115,Grade 40(F�-40 ksQ. Lap continuous bars for tension lap splice <br /> MN..d CWrWftnt% J <br /> per ACI-3,18,unless otherwise noted. Provide LL <br /> comer bars of same size and,spaping as horizontal wall reinforcement Cover for concrete reinforcing.steel shall be c6 <br /> In accordencewith ACI-3,18,Pan3graph-7.7. <br /> tkn ftMwamTftMd <br /> adW*&TMalwwamb or"wo askrAw 6. Welded:wlre fabric(WWF)shall conform'to*ASTM A185. Lap sheets two mesh spaces and wire Ve adjacent sheets <br /> together socurely.,Cut aftamatairelnfbrcem'ent at control Joints. <br /> or 0'spacing,unless otherwise noted.7. All,stabs on grade shall have oonstrucllon� control.loints not to exceed 16' d <br /> 8. Electrical conduit and other pipes to be embedded In structural concrete floor slabs or walls shall be placed In accordance 9: <br /> with the requirements of ACI-318,Paragtapfi76.3. <br /> 4-30-20 <br /> 1'6'x 39' OPEN POLE STORAGE STRUCTURE Michael E Driscoll PE <br /> FL Reg#43922 <br />