Stud
<br />Sind
<br />Stud e e
<br />Stud Bottom of Opening
<br />Tracdcs
<br />#10 SD Screws, 12" O.C.
<br />Comex Framing
<br />GENERAL NOTES_:
<br />1. There shall,be no deviation froln these plans without prior approval
<br />from Owner & Engineer
<br />2. The contractor shall check and berify all dimensions & conditions of
<br />the job site and.repo.Kt any discrepancies or conditions that are unsafe
<br />or unsatisfactory before proceeding Frith the work.
<br />3. The to all persons tat theor lsite. Heqhalifor hbesresponsible, for idamage on of idue rto
<br />the work, to material or equipment and other property at or near the
<br />site. lie shall maintain the site &- adjacent site in a clean & orderly
<br />condition throughout the project.
<br />4. The contractor shall do all work in strict conformance to the plans,
<br />codes & ordinances, manufacturers reccomendations & acceptable trade
<br />practi.ces. In case of conflict the most stringent requirement shall
<br />govern the work.
<br />5. Any change made prior to approval by Owner & Engineer are disallowed
<br />as extras & the Contractor may have to restore to. conform to plan with-
<br />out additional compensation.
<br />6. Shop drawings of all prefabricated structural systems & mechanical
<br />systems shall bear the seal of a Florida Registered Professional Engi
<br />neer & shall be submitted to the Engineer of Record by the Contractor
<br />for approval.
<br />7. Contractor shall not scale drawings. Any information that he can-
<br />not obtain from dimensions, details or schedules, he shall coordinate
<br />with Engineer of Record.
<br />8. General Contractor shall check & coordinate work of various trades
<br />to prevent any conflicts.
<br />9. Contractor shall provide all Sub -contractors with a complete set of
<br />plans.
<br />10. Plumbing & air conditioning shall conform to the Florida Energy Code.
<br />11. Electrical work shall conform to National Electrical Code &
<br />County Code.
<br />12. Provide plastic sleeves in masonry, partitions, foundations, etc.,
<br />as required for utility services.
<br />13. All bolts, clips, bangers, etc., shall be galvanized.
<br />14. All timber construction shall conform toAITC, latest. (fb=1500 p91)
<br />15. Masonry bearing partitions shall be reinforced with a steel wire
<br />trussed type.reinforCi:ng.every•other course.
<br />16. Provide & install smoke detectors.
<br />17. Cast -in -place concrete shall be per ACI-310, ACI-301 & the Florida
<br />Building -Code. f'c=4 ksi in 28 days..
<br />18. No pipe, conduit, or junction boxes to be placed in slab or columns
<br />unless specifically shown on structural drawings.
<br />19. Reinforcing steel shall be per ACI-615, Grade 60 for main bars,
<br />Grade 40 ok for stirrups and Lies, (note: #2 bars can only be used in
<br />tie -column & tie -beams in a masonry.wall) Cover shall be 2 (two) inches,
<br />all bars in wood or metal forms, 3 (three) inches where rock or soil is
<br />used for forms.
<br />20. The sides of all auger holes in rock shall be washed & cleaned be-
<br />fore placing concrete.
<br />21. Concrete shall not be mixed -in -place in an auger hole.
<br />22. The concrete mix shall be proportioned & produce& So(have ve)ai4 (four)
<br />inch slump if consolidation is to be by vibration,
<br />h slump
<br />if by means other than vibration. The mix shall be placed within 1 (one)
<br />hour of batching, &' if the mix begins to set, no attempt to re -temper it
<br />with water shall be made & the batch shall be discarded. If a truck ar-
<br />rives in good time from the plant & the mix has less than the 4 (four),
<br />or 5 (five) inch slump, water may be added to bring the mix in complience
<br />witli the required slump, OTHERWISE, DO NOT ADD WATER AT JOB -SITE, exdept
<br />for surface finishing. In no event shall structural concrete be pumped
<br />with less than a 4 (four) inch diameter pump.
<br />JL
<br />EX I STI NG BW LD'I N6r E?CTM101Q CONC. INLOCK WALLS ,
<br />W [t aOw5, 7 DOOR5, R0017, CONC. FLOOR SLAB 7 ETC. + -
<br />ITEM5 MARKED IEX.'- SHALL REMAIN + BE Imo.-L.15ED
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<br />_ ALL WQMBHAL.L C,':°`'VI;H
<br />NFFA CODMANL i
<br />C ft (W VV REVIEW DATE
<br />KITI .M�iG ©FWiA';Ct:AIL _ CITY OF ZEPHY LL
<br />L t C- �_h,�------FIREAND LIFE SAFETY EXAMINER—,'
<br />r. 5UI LD - OU,T)-
<br />-N 0 E _- --. _- - _ _ =---- _ _ _ LOOP, LAN _ _ tom-- - 414___
<br />_OR LNZ?LCATt D ON THESE PLANSt-
<br />]TED TO INTERIOR I3U.(LD_`0L1T- --OF -�_ - - -- - _ - -- - _- --
<br />AS
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<br />_JbWLh 114Gj EW VEL01°E OR E.XISTI KC4 RE P. - — _- ._.---�.�Q14ATE ---' Yr�iAL-)_.--.-- - ALL WORK SHALL COMPLY WrrH PREVAILING
<br />_ _ ODES FLORIDA BUILDING CODE,
<br />,USED Al I2 CONaIT10tJ I NG U,N ITS �TFiEI -- _ - — --.- _ - _NATIONAL ELECTRIC CODE,-
<br />AN-A0Vt710_NAL..__ FLOR.I DA___EN-EMY--- I=F -L AND THE CITY OF ZEPHYRHILtS
<br />ORDINANCES
<br />I _EMCY WOE. CArCL LAT I0 i�t - -15� SOT ::[�1 -
<br />'C,A I?1r
<br />I 1
<br />AGGE55ORY MOUNTING HEIGNT5:
<br />PAPER TOWEL DI5PENSER/ TOP OF UNIT 52' A.F.F.
<br />TRASH COMBINATION
<br />TOILET PAPER HOLDER lq' A.F.F. TO CENTER OF H/C
<br />17' A.F.F. TO CENTER OF NON—H/C
<br />SOAP DISPENSER 25 1/2" A.F.F. TO BOTTOM OF DISPENSER
<br />WALL MIRROR 40' A.F.F. TO BOTTOM OF FRAME H/C TYPE
<br />TYPICAL AGCESSIBLECF1/0) I
<br />MOUNTING [1EGITS.
<br />SCALE
<br />
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