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<br />Co r,_e,\-c
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<br />ENGINEER'S NOTES:
<br />1.
<br />DESIGN WIND SPEED: 140
<br />MPHu(t /
<br />110 MPHol , 3 sec gust
<br />PER ATC HAZARDS BY
<br />LOCATION
<br />2.
<br />RISK CATEGORY PER FBC 2020 7TH EDITION Talote 1604.5 : II
<br />3,
<br />EXPOSURE CATEGORY =
<br />//B#
<br />4.
<br />INTERNAL PRESSURE COEFFICIENT
<br />0.18 (ENCLOSED BLDG)
<br />5,
<br />COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-16:
<br />FIGURE 30,4
<br />(ROOF)
<br />ZONE 1b:
<br />+101-21
<br />ps-P
<br />ZONE 2a:
<br />+10/-37
<br />psf
<br />ZONE 3a:
<br />+10/-55
<br />psf
<br />(WALLS)
<br />ZONE 41c:
<br />+21/-23
<br />psf
<br />ZONE 51a
<br />+211-27
<br />psf
<br />GENERAL NOTES
<br />BUSINESS GROUP B 393 SQ FT/100 4 PEOPLE PER TABLE 100412 FBC
<br />GROUP S LOW HIZARD 2007 SID FT/500 4 PEOPLE PER TABLE 100412 FBC
<br />1 SUITE @ 2400
<br />INTERIOR REQUIREMENTS
<br />FLAME SPREAD/SMOKE DEV.-EXIT ACCESS UNSPRK: TYPE 'BIT FLAMESPREAD 26-75 SMOKE DEVI 0-450
<br />FLAME SPREAD/SMOKE DEV.-EXIT ACCESS SPRK: TYPE 'C' FLAMESPREAD 76-200 SMOKE DEVI 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 DEVI 0-450
<br />W
<br />X
<br />TABLE 803.11
<br />INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
<br />ZONING CLASSIFICATION:
<br />BUILDING AREA: 7200 SQ.FT, TOTAL
<br />BUILDING USE: BUSINESS
<br />SPECIAL OCCUPANCY1 N/A
<br />GROUP: GROUP B
<br />TYPE OF CONSTRUCTION: 3B
<br />MIXED CONSTRUCTION1 NO
<br />BUILDING HEIGHT: <35'
<br />SPRINKLED: NO
<br />APPLICABLE BUILDING CODES
<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 ed. PLUMBING (2017)
<br />FLORIDA FIRE PREVENTION CODE 6th ed.(2017)
<br />NATIONAL ELECTRICAL CODE, 2014 EDITION
<br />FLORIDA ACCESSIBILITY CODE 6th ed. (2017)
<br />AMERICANS W/DISSABILITIES ACT (ADASAD), ed, (2010)
<br />FIXTURES SHOWN MEET REQUIREMENTS
<br />GROUP
<br />SPRINKLERED
<br />NONSPRINKLERED
<br />Interior exit stairways and rcmpQorriclors
<br />and exit passageways a, b
<br />and
<br />enclosure for exit
<br />access stairways
<br />and ramps
<br />Rooms and
<br />enctosed
<br />spaceg
<br />Interior exit stairways
<br />ramps and exit
<br />passageways a, b
<br />a6dri-Idors qnd
<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 />OB 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 h.1
<br />A
<br />A
<br />B
<br />1-3
<br />A
<br />AJ
<br />C
<br />A
<br />A
<br />B
<br />1-4
<br />B
<br />B
<br />B
<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 />@
<br />C
<br />C
<br />C
<br />B
<br />B
<br />C
<br />U
<br />No restrictions
<br />No restrictions
<br />For SI, I Inch = 25.4 mm, 1 square foot = 0.0929 m2.
<br />a.Ctass C interior finish materials shaU be permitted for wainscotting or paneling of not more than 1,000 square feet of appLed surface area In the grade
<br />Lobby where applied d1rectLy to a noncombustible base or over furring strips appil to a noncombustible base and firebtocked as required by Section 803,13.1.
<br />b,In other than Group 1-3 occupancies In buildings less than three stories above grade plane, Class B Interior finish for nonsprInklered buildings and Class I
<br />Interior finish for sprinkLered buildings shalt be permitted In Interior exit stairways and ramps.
<br />c.Requirements for rooms and enclosed spaces shalt be based upon spaces enclosed by partitions. Where a fire -resistance rating Is required for structural.
<br />elements, the enclosing partitions shaLL extend from the floor to the ceiling. Partitions that do not comply with this shalt be considered enclosing spaces
<br />and the rooms or spaces on both sides shalt be considered one, In determining the afpIIcabLe requirements for rooms and enclosed spaces, the specific
<br />occupancy thereof shalt be the governing factor regardless of the group ctassifica !bn 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 an occupant Load of 300 persons or less.
<br />f.For places of religious worship, wood used for ornamental, purposes, trusses, paneling or chancel. furnishing shalt be permitted.
<br />g.Ctass B material, is required where the building exceeds two stories,
<br />h,Class C Interior finish materials shalt be permitted In administrative spaces.
<br />I.Class C Interior finish materials shall, 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 accessstaIrways and ramps.
<br />k,Finish materials (Is � rovIded for In other sections of this code.
<br />l,AppLIes when pro d by an automatic sprinkLer system Installed in accordance with Section 903.3.1.1 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 4W A.F.F.
<br />I IIIII lI� �lI III! j I "! "1 111111 11111"1''1111111111
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE QNSTALLED AFTER CONSTRUCTION 13
<br />COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION) ANY S= DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED
<br />CONDENUTE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />BUILDING SIDEWALLS,
<br />AFTER ALL WORK 18 COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
<br />AND WITHIN 12 INCHES OF THE BUILDING THIS SHALL 6NCLUDE ALL GRADE STAKES, TUB TRAP BII
<br />FORMS. SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS. PAINT AND DECORATIVE
<br />CEMENTITIOUIS FINISHES LESS THAN 5M INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
<br />WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHIES To ALL FOR INSPECTION
<br />FOR FUTURE TETHATE INFEST,_t�JOIVS
<br />WIND
<br />BUILDING IS DESIGNED TO CONFORM TO ASCE 7-16. CHAPTERS 26 THRU 31, PER 2020 FLORIDA
<br />BUILDING CODE, AND 2020 FLORIDA BUILDING CODE 7TH ADDITION SECTION Iwo I I
<br />WIND DESIGN ASSUMPTIONS -
<br />BUILDING EXPOSURE - 9
<br />BUILDING RISK CATEGORY - 11
<br />MEAN ROOF HEIGHT W OR1:ESS
<br />HEIGHT & EXPOSURE ADJUSTMENT
<br />COEFFICIENT a 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT = q- 0 1§
<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
<br />llllvl'T�l
<br />T
<br />F.�' T I 100) NO 5e
<br />N0 1�4
<br />E �4.�.��,�,�,�,�.il�T��#)ITITITITITITITITITITITITITItI
<br />EXTERIOR WIIINDOWS & DOOR ASSEMBUIES:
<br />_I rk
<br />I"I 'I II: I Ill Ir I� !I 1 1111, 17151 1 1
<br />60 gz t-- T, L
<br />T
<br />1111F 0 Ng� C4jtF#R1jn7jIj(o �
<br />JA
<br />,�l ON, I
<br />Q J�PZ P. folAlftikTIF, ITIIIN,
<br />'T !!I '1111117;�l 1171151 !11
<br />141111-0411
<br />TO ACHIEVE THE DESIG012707-83URES SPECIFIED.
<br />SAFETY GLAMINIG:
<br />THE FO fill IF�Ircm ISLOCATIONSFOR"TH"URPOSESOF
<br />0 W"11III NL
<br />11111111111111 lllj�lqlvilipl llqli��Illql 11
<br />I hereby certif y that I have reviewed this plan and -Found it to be in
<br />compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition
<br />David W, Smith, RE #53608
<br />IND LX SHT#
<br />_L
<br />1, COVER
<br />2, FLOOR PLAN
<br />3, LIGHT PLAN
<br />4, PFIWER PLAN
<br />�5, HVAC PLAN
<br />6, FIRE SAFETY
<br />7, UL SHEETS
<br />ALL WORK SHALL COMPLY WITH
<br />NFFA CODES AND STANDARDS
<br />REVIEWDATE 1-1% - _'
<br />CITY OF ZEPHYRHiLLS I A�&
<br />FIRE AND LIFE SAFETY EXAMINER /L
<br />-2
<br />QVI,
<br />ALL \NORK SHALL COMPLY WITH PREVAI
<br />CODES FLORIDA BUILDING Col
<br />NATIONAL ELECTRIC CODE,
<br />,i�NJD THE CITY O�: ZFPHyPHILI
<br />ORDINANCEq
<br />PARCEL: 19-26-22-0010-00000-0130
<br />PLAN
<br />CHANCEY PARTNERS RICK GOLLHARDT DRAFTSMAN
<br />3767 CORREIA DR 813-781-3651
<br />ZEPHYRHILLS, FLORIDA rgollhardt@tampabay. rr. com
<br />D.W.SM1TH,M.S.,P.E.#53608 COVER SHEET SHEET OF
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 1 OF 6
<br />PROJECTS ENGINEERING CONSULTANT
<br />9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 SCALE DATE JOB NO.
<br />PHONE1 813-469-2289 E-MAIL: dwsf(pe@eo.rthtink.net DO NOT SCALE 9 OCT2020
<br />DESIGN/DRAWN CHECKED 2021-0406
<br />E[,,11�TNIEER L117FINCE R. _G0LLH_ARDT______D.W.S.,p.e.
<br />
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