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_7W
<br />ENGINEER'S NOTES:
<br />1, DESIGN WIND SPEED: 140 MPHu(t / 110 MPHosol , 3 sec gust
<br />PER ATC HAZARDS BY LOCATION
<br />2, RISK CATEGORY PER FBC 17 6TH EDITION Table 1604.5 : II
<br />3, EXPOSURE CATEGORY =
<br />//B#
<br />4, INTERNAL PRESSURE COEFFICIENT
<br />0.18
<br />5, COMPONENTS & CLADDING DESIGN PRESSURES
<br />FIGURE 30.5-1
<br />(R 11 El F)
<br />ZONE 11a:
<br />+101-21
<br />psf
<br />ZONE 2a:
<br />+10/-37
<br />psf
<br />ZONE 3a:
<br />+10/-55
<br />psf
<br />(WALLS)
<br />ZONE 41a:
<br />+21/-23
<br />psf
<br />ZONE 5b:
<br />+211-27
<br />psf
<br />(ENCLOSED BLDG)
<br />PER ASCE 7-10:
<br />GENERAL NOTES
<br />BUSINESS GROUP B 393 SU FT/100 4 PEOPLE PER TABLE 100412 FBC
<br />GROUP S LOW HAZARD 2007 SQ FT/500 4 PEOPLE PER TABLE 100412 FBC
<br />3 SUITES @ 2400 = 7200 SQ FT
<br />INTERIOR REQUIREMENTS
<br />FLAME SPREAD/SMOKE DEV,—EXIT ACCESS UNSPRKi TYPE 'B' FLAMESPREAD 26-75 SMOKE DEV, 0-450
<br />FLAME SPREAD/SMOKE DEV.—EXIT ACCESS SPRK, TYPE 'C' FLAMESPREAD 76-200 SMOKE DEV. 0-450
<br />FLAME SPREAD/SMOKE DEV,—OTHER SPACES UNSPRK, TYPE 'C' FLAMESPREAD 76-200 SMOKE DEV, 0-450
<br />FLAME SPREAD/SMOKE DEV,—OTHER SPACES SPRK, TYPE 'C' FLAMESPREAD 76-200 SMOKE DEV, 0-450
<br />W
<br />W
<br />TABLE 803.11
<br />INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
<br />ZONING CLASSIFICATION:
<br />BUILDING AREA: 7200 SQ.FT.
<br />BUILDING USE: BUSINESS
<br />SPECIAL OCCUPANCY: N/A
<br />GROUP: GROUP B
<br />TYPE OF CONSTRUCTION: 3B
<br />MIXED CONSTRUCTION: NO
<br />BUILDING HEIGHTi <35'
<br />SPRINKLED: NO
<br />APPLICABLE BUILDING CODES
<br />TOTAL
<br />FLORIDA BUILDING CODE (FBC) 6th ed, BUILDING (2017)
<br />FLORIDA BUILDING CODE (FBC) 6th ed, MECHANICAL (2017)
<br />FLORIDA BUILDING CODE (FBC) 6th ed, ENERGY (2017)
<br />FLORIDA BUILDING CODE (FBC) 6th eel, PLUMBING (2017)
<br />FLORIDA FIRE PREVENTION CODE 6th ecl,(2017)
<br />NATIONAL Fl. ECTRICAL CODE, 2014 EDITION
<br />FLORIDA ACCESSIBILITY CODE 6th eel, (2017)
<br />AMERICANS W/DISSABILITIES ACT (ADASAD), ed, (2,110)
<br />FIXTURES SHOWN MEET REQUIREMENTS
<br />GROUP
<br />SPRINKLERED
<br />NONSPRINKLERED
<br />Interior exit stairways and rcmprzorrIdors
<br />and exit passageways a,b
<br />and
<br />enclosure for exit
<br />access stairways
<br />and ramps
<br />Rooms and
<br />enclosed
<br />spaceF5
<br />Interior exit �;tairways
<br />ramps and exit
<br />passageways a,
<br />a6drrldors ond
<br />enctosure for ext
<br />access stairways
<br />and ramps
<br />Rooms and
<br />enclosed
<br />spaces c
<br />A-1 & A-2
<br />B
<br />B
<br />C
<br />A
<br />Ad
<br />Be
<br />A-3f, A-4, A-5
<br />B
<br />B
<br />C
<br />A
<br />Ad
<br />C
<br />(B) E, M, R-1
<br />B
<br />C
<br />C
<br />A
<br />B
<br />C
<br />R-4
<br />B
<br />C
<br />C
<br />A
<br />B
<br />B
<br />F
<br />C
<br />C
<br />C
<br />B
<br />C
<br />C
<br />H
<br />B
<br />B
<br />C9
<br />A
<br />A
<br />B
<br />I-1
<br />B
<br />C
<br />C
<br />A
<br />B
<br />B
<br />1-2
<br />B
<br />B
<br />....................... . . . . . b
<br />�T
<br />A
<br />A
<br />B
<br />1-3
<br />A
<br />Ai
<br />C
<br />A
<br />A
<br />B
<br />1-4
<br />B
<br />B
<br />Bh.I
<br />A
<br />A
<br />B
<br />R-2
<br />C
<br />C
<br />C
<br />B
<br />B
<br />C
<br />R-3
<br />C
<br />C
<br />C
<br />C
<br />C
<br />C
<br />0 -
<br />C
<br />C
<br />C
<br />B
<br />B
<br />C
<br />U
<br />No restrictions
<br />No restrictions
<br />For SI, 1 Inch = 25.4 mm, 1 square foot = 0.0929 m2.
<br />a.Class C Interior finish materials shalt be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area In the grade
<br />Lobby where applied directly to a noncombustliote base or over furring strips applied to a noncombustible base and f1reblocked as required by Section 803.13.1.
<br />b1n other than Group 1-3 occupancies In buildings less than three stories above grade plane, Class B Interior finish for nonsprInktered buildings and Class C
<br />Interior finish for sprinktered bultdings shalt be permitted In Interior exit stairways and ramps,
<br />c,Req u'reme nts for rooms and enclosed spaces shalt be based upon spaces enclosed by partitions. Where a fire -resistance rating Is required for structural
<br />elernen ts, the enclosing partitions shalt extend from the floor to the ceiling. Partitions that do not comply with this shalt be considered enclosing spaces
<br />Ono, t he rooms or spaces on both sides shalt be considered one, In determining the a
<br />aflpticabte requirements for rooms and enclosed spaces, the specific
<br />occupancy thereof shalt be the governing factor regardless of the group cLassific on of the building or structure,
<br />d,Lobby areas In Group A-1, A-2 and A-3 occupancies shalt not be less than Class B materials,
<br />e.CLass C Interior finish materials shalt be permitted In places of assembly with On occupant Load of 300 persons or Less,
<br />f.For places of religious worship, wood used for ornamental purposes, trusses, paneling or chance( furnishing shalt be permitted,
<br />g.C(ass B material Is required where the building exceeds two stories,
<br />h.CLass C Interior fIn1sh materials shalt be permitted In administrative spaces,
<br />I.C(ass C Interior finish materials shalt be permitted In rooms with a capacity of four persons or Less.
<br />J,Class B materials shalt be permitted as wainscotting extending not more than 48 Inches above the finished floor In corridors and exit access stairways and ramps.
<br />k.Finish materials cis provided for In other sections of this code.
<br />I.Applies when protected by an automatic sprinkler system Installed in accordance with Section 903,311 or 903,312.
<br />INTERIOR FINISH SCHEDULE
<br />INTERIOR FINISHES TO BE DETERMINED BY OWNER
<br />RESTROOM FLOORS TO BE A NON ABORBENT MATERIAL
<br />RESTROOM WALL TO BE A NON ABSORBENT MATERISL
<br />MINIMUM 41r A.F.F.
<br />THIS DRAWING HAVE BEEN DESIGNED TO CONFORM 70 THE 20`17 FLORIDA BUILDING CODE
<br />STH EDITION
<br />N
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS. PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISHES LESS THAN 5M INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
<br />WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS TW 8 INCHES IM ALL FOR INSPECTION
<br />FOR FUTURE TERMITE INFESTATIONS
<br />WIND
<br />BUILDING 18 DESIGNED To CONFORM To ASCE 7-10. CHAPTERS 25 THRU 31, PER 2014 FLORIDA
<br />BUILDING CODE, AND 2014 FLORIDA BUILDING CODE 5TH ADDITION SECTION 1W9 I I
<br />WIND DESIGN ASSUMPTIONS:
<br />BUILDING EXPOSURE - 0
<br />BUILDING RISK CATEGORY - 11
<br />MEAN ROOF HEIGHT W OR -LESS
<br />HEIGHT t EXPOSURE ADJUSTMENT
<br />COEFFICIENT a 1.0
<br />ENCLOSED BULMNG
<br />INTERNAL PRESSURE COEFFICIENT 0 18
<br />WIND SPEED SHOWN AT THE BOTTOM RIGHT
<br />CORNER OF THIS SHEET
<br />ALL STRUCTURAL ELEMENTS. EXTERIOR
<br />WALLS AND INTERIOR WALLS SHALL BE
<br />TYPE V CONSTRUCTION PER FBC 602 5
<br />BUILDING
<br />ZONE
<br />ROOF OVERHANG
<br />LOADS
<br />ALL OTHER
<br />COMPONENT
<br />LOADS
<br />I
<br />NIA
<br />0-37.01-405
<br />2
<br />-75.3
<br />+37.0f-U.5
<br />3
<br />-128.9
<br />+37 01-102.2
<br />4
<br />WA
<br />+40 5/-a 9
<br />5
<br />wk
<br />.040vu-11
<br />EXTER11OR WMDOWS & DOOR ASSEMBUES:
<br />ALL MULLIONS AM ADJACENT DOORWNDOW ASSEMBLIES SHALL 13E TESTED OR ENGINEERED TO
<br />TRANSFER 1.5 71MES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE
<br />INSTALL ALL "NDOW Is DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONZ
<br />TO ACHIEVE THE DESIGN PIR-F-191-61!
<br />SAFETY GLAMNG:
<br />U 97zl -1035
<br />I hereloy certify that I have reviewed this plan and found it to loc in
<br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
<br />David W, Smith, P,E, #"-)3608
<br />ENGINEER LICENCE #53608
<br />INDEX S H T #
<br />1,
<br />COVER
<br />2,
<br />FLOOR
<br />PLAN
<br />3,
<br />LIGHT
<br />PLAN
<br />4,
<br />POWER
<br />PLAN
<br />5,
<br />HVAC
<br />PLAN
<br />6,
<br />FIRE SAFETY
<br />PLAN
<br />7,
<br />UL
<br />SHEETS
<br />ALLWORK SHALL Cok,rm.y INIITI-�,
<br />6IFFA CODES AND STA4iDARDS
<br />1EW DA
<br />-j TE—LL
<br />..jTy OF ZEPHYRHILLS
<br />FIRE AND LIFE sAFETY EXAMINER,,6��
<br />ALL WORK SHALL COMPLY WITH PREVAILING
<br />CODES FLORIDA BUILDING CODE,
<br />NATIONAL ELECTRIC CODE,
<br />AND THE CITY OF ZEPHYRHILLS
<br />ORDINANCES
<br />PARCEL: 19-26-22-0010-00000-0130
<br />CHANCEY PARTNERS
<br />3777 CORREIA DR
<br />ZEPHYRHILLS, FLORIDA
<br />D.W.SMITH,M.S.,P.E.#53608
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
<br />PROJECTS ENGINEERING CONSULTANT
<br />9909 WALLASTON DR I VE—DADE C I TY, FLOR I DA 33525
<br />PHONE:813-469-2289 E-MAIL: dwsf 1pe@earth link, net
<br />wyaw akrz: / / ;�-[ 6-
<br />C"'t(WzVP"'*'T#*f L
<br />SUMft%G ()Irl"C? A- L
<br />RICK GOLLHARDT - DRAFTSMAN
<br />813-781-3651
<br />rgollhardt@tampabay.rr.com
<br />COVER SHEET SHEET OF
<br />1 OF 7
<br />SCALE DATE JOB NO.
<br />DO NOT SCALE 9 OCT 2020
<br />DESIGN/DRAWN CHECKED 2020-1003
<br />R. GOLLHARDT D. W. S., p. e. 3777 #2
<br />7
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