|
r I , I 11'I T ILLL. P '-
<br />ENGINEER'S NFITES:
<br />1,
<br />DESIGN WIND SPEED: 140 MPHult / 110 MPHasd , 3 sec
<br />gust
<br />PER ATC HAZARDS BY L❑CATI❑N
<br />2,
<br />RISK CATEGORY PER FBC 17 6TH
<br />EDITI❑N Table 1604,5
<br />: II
<br />3,
<br />EXPOSURE CATEGORY = "B"
<br />4,
<br />INTERNAL PRESSURE C❑EFFICIENT =
<br />+/— 0,18 (ENCLOSED
<br />BLDG)
<br />5,
<br />COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE
<br />7-10:
<br />FIGURE 30,5-1
<br />(R❑❑F)
<br />ZONE 1b: +10/-21
<br />psi
<br />ZONE 2a: +10/-37
<br />psi
<br />ZONE 3a: +10/-55
<br />psf
<br />(WALLS)
<br />ZONE 41a: +21/-23
<br />psf
<br />ZONE 51cl +21/-27
<br />psf
<br />GENERAL NOTES
<br />BUSINESS GROUP B 393 SO FT/100 = 4 PEOPLE PER TABLE 100412 FBC
<br />GROUP S LOW HAZARD 2007 SO FT/500 = 4 PEOPLE PER TABLE 100412 FBC
<br />3 SUITES @ 2400 = 7200 SO FT
<br />INTERIOR REQUIREMENTS
<br />FLAME SPREAD/SMOKE DEV,—EXIT ACCE�S UNSPRK1 TYPE MB" FLAMESPREAD 26-75 SMOKE DEV. 0-450
<br />FLAME SPREAD/SMOKE DEV,—EXIT AC ESS 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 SPRKI TYPE "C" FLAMESPREAD 76-200 SMOKE DEV, 0-450
<br />TABLE 803.11
<br />INTERI❑R WALL AND CEILING FINISH REQUIREMENTS BY ❑CCUPANCYk
<br />Z❑NING CLASS IFICATI❑N:
<br />BUILDING AREA:7200 SQ,FT, TOTAL
<br />BUILDING USE: BUSINESS
<br />SPECIAL OCCUPANCY: N/A
<br />GROUP: GROUP B
<br />TYPE OF CONSTRUCTION: 3B
<br />MIXED C❑NSTRUCTI❑N: N❑
<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 PREVENTI❑N CODE 6th ed,(2017)
<br />NATI❑NAL ELECTRICAL CODE, 2014 EDITI❑N
<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 />N❑NSPRINKLERED
<br />Interior exit stairways and r
<br />and exit passageways a, b
<br />MpCsorridors and
<br />enclosure for exit
<br />access stairways
<br />and ramps
<br />Rooms and
<br />enclosed
<br />spaceg
<br />Interior exit stairways
<br />ramps and exit
<br />passageways a, b
<br />a6dr Idors and
<br />enclosure for ex
<br />access stairways
<br />and ramps
<br />Rooms and
<br />t enclosed
<br />spaces c
<br />A-1 & A-2
<br />B
<br />B
<br />C
<br />A
<br />A
<br />Be
<br />A-3f, A-41 A-5
<br />B
<br />B
<br />C
<br />A
<br />A
<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 />I-2
<br />B
<br />B
<br />B h.i
<br />A
<br />A
<br />B
<br />I-3
<br />A
<br />Ai
<br />C
<br />A
<br />A
<br />B
<br />I-4
<br />B
<br />B
<br />B h'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 />S
<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 shall 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 noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Section 803,131
<br />b,In other than Group I-3 occupancies In buildings less than three stories above grade plane, Class B Interior finish for nonsprinklered buildings and Class C
<br />Interior finish for sprinklered buildings shall be permitted in interior exit stairways and ramps.
<br />c,Requirements for rooms and enclosed spaces shall 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 shall be considered enclosing spaces
<br />and the rooms or spaces on both sides shalt be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific
<br />occupancy thereof shall be the governing factor regardless of the group classification of the building or structure.
<br />d,Lvbby areas In Group A-1, A-2 and A-3 occupancies shall not be less than Class B materials.
<br />e,Class C interior finish materials shall 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 shall be permitted,
<br />g,Clgss 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 shall 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 as provided for in other sections of this code,
<br />(.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 480 A.F.F.
<br />GENERAL NOTES:
<br />Tr EDITION
<br />AN EXTERIOR VERi (:AI CHEMICAL BARRIER SHALL BE QN`,T LLE AFTER CONSTRUCTION I3
<br />COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION) ANY SOILS DISTURBED AFTER THE
<br />VERTICAL :3A1kIEFl IS APPLIED, SHALLE RE -TREATED
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST i2 INCHES AWAY FROM TH9
<br />BUILDING SIDEWALLS
<br />.�NC�) ."�I ((II(`) t? iNCHE`� O� THE f3J�; (�)INC THIS SHaLL INCLUDE ALL GKA(�F STAKES i Jf� TRAP �O�XES
<br />�r-+F DISTAr,CE FRO�.� THE EXTERIOR �'JA!_L C;OVERINI=(EXCEF''Tifi>NS F'A:NT A.NiI DEC.(�)RI�Ti'✓E
<br />',LP,'FN' 1OuS FINISHES LESS 1 �AN >r� INCr1 THICK ADH�RE'.DJ DIRECTLY CO�NTOO Tr�E FO�1NnA-TION
<br />WIND
<br />BUILDINGDE_S:GNF h) I��) CONFORM 10 HS�;;f 11i�T, CHA S ([ R [D)2> THk'�J " F"ER �:�11 1 FLORI�i)H
<br />fI_!�i ;DI�NC�- r-;�)TI WTIroj1* 17,1' IFI ORiDtiI E�TJ'C[D)1ti(10-C�7ODE*,TH FAOAIJIT ON SEPoll 11*1Z F F;, )I!, ,
<br />ND DESIGN ASSUMPTIONS
<br />BUILDING EXPOSURE "OSURE 8
<br />BUILDING RISK CATEGORY 11
<br />-
<br />ME,,N ROOF HEIGHT W OR -LESS
<br />HEIGHT 81 EXPOSURE THE ADJUSTMENT
<br />COEFFICIENT = 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT - 0h, 1,1
<br />f1�V[�) S"I_FU) SHOV"�`N l.T THE E?01� C)ti� R:CHT
<br />A��ITR�iCTURl1'h.�ENTS EXTERC?r
<br />�"CAI-i S ANLD� INTERI�O)R'v"JA�_LS S�IALi ELF
<br />COOrv1PONENT N CL1.,10)Fl: `FIND
<br />E3UIL��NG
<br />ZONE
<br />LCOA���S
<br />l .(�iF�1F ONE N T
<br />LCO�a(D��141
<br />EXTERIOR WINDOWS S o DOOR R ASSEM o UIES:
<br />r�! i_ FX� l RIOR �b'INn;�)W � GI ASS DOORS SHAi I_ EsE �FSTED iN ACCORC�ANCF V"vlTl� �NSi A�,11�,� N4�,�;'Jii)A
<br />';�)''SZ "rANCD)ARDS AND=�EAFZ,tiN a�r�,1A C�`R .�,1�P�f� �t�f3� L �;�ENTI�YINC) TF)F P."HN�F,�C'TURr<<
<br />FFRFO :f`_1i�NCr C�;HARAC T ERiST1C'`:� f�N7 AF'F'F�COJVF_I� F'ROOnI�i-;T TESTING; FNl'rY
<br />ALL 0111l I ;;DNS AM ADJACENT nO(i)RWNDDO'.^i ASSEMBLIESSHALL RE TESTED OR ENCINEF(lE, TOO
<br />TRANSFER 1.5 T ".tFS THE DESIGN LOADS TO THE ROUGH OPENING SUF?STR;TE
<br />INSTAL:, .ALL WINDOW is DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRESSURES SPECIFIED.
<br />SAFETY G L(i= M I I G a
<br />IMF ��O)iJ-O',N�NG :�I-r'�LL F3� CCO}NSIID)F krh) S�'ECIFIC H!'�LF�F�I�OUS LOOCAI ION: FOR THE 'r'UFi�'�i)�`S CO)F
<br />��L�:ZiN(. E'ER THE F�ORDA E�UL[D;ING COOnF RESiDENT�AL SFCTO`N F's3r��?
<br />i � C�-�-"�NG �N S'�UINGING �OOORS. F�XF� F•�N[) SLILD)!NG Ff�N,_:LS OOF SLJG'N�; (►)CO�OOF�
<br />�A,INC� !N ;;O;��RS tiNC�) FNC_;��SIIRES FOR HOOT TUQS vNIRi_�OOI S Sa,1N,�+S ` Trw';
<br />f?O(J�.1:',P-,F�THTUf?S, AN(�) SHOv1'ERS GLA7ING IN ANY PORTILO�N OF A E3�'�LCiNG �^(ALL
<br />ENCi O`�ING THESE C0�1F'ARTr�1EN rS `,N`-SERE THE LOTTO�1 FnGE OOF THE GI A71N� IS l ESS
<br />-�-=i^,N c(i '`J(;HE< <'�1i'�!��'r T►1= �ItA�N Ni E"
<br />,,_;) GLA."'NG iN AN INDDIVi�)UAL F'XLLD% OF: (�)P�RAE3LE PANEL ADJACENT A DC��C��R'r".`HFRE
<br />I �1E NE-y(�,ES � '�/EK! :CAL � CTGE 'S J.'ITHi'��`2� INCH Rr;CD)IUS CO)r THE DOOR IN A
<br />CL��JccCD� .�CO)5�:ON ANn'v'J�+(0)S- EOTTOr.1 EI�)GE �� LESS T�).AN .~C' iNC;HE> AEO`.'E�-F
<br />FINiSI-�_(Dl �=1.00R ��)F'. `Ur1KING SVRFHr'.E
<br />Gl A:'iNG iN AN INDI`✓iDUtL �'XED OR OF'E�AS_E PANEL CO)THER THAN � HOSE LC�)CAl IONS,
<br />C(�NL'I I,O NS
<br />Ai E'�:•'Ci)SE�D AF�E ,�� OF t1N INDDI`.%I[D�iJ�C i',1NE C;REr,TE_R Tr�AN � S(O; FT
<br />E,I u`�,I T�i)r,1 E D.GF FSS THi;N , �N�«HrS ��E30\F THc ��_OiOfl
<br />h') ONL OK ,,���� �.°�A[KING St)R�ACEs wTHI� ,�r, INCH�s �OR�ONrALLY �.� THE
<br />FZEFt-I•Z Tr�� T�F FL(�)RiDA E�UIi_CD)IN:� COC�)F. r�EStDENTIA�� SECT ION ��.�1%�; F OR An��I�IONAI- ��<F �\S
<br />THr'�i 'ttt�v �3E ,ERF�
<br />I hereby certif y that I have reviewed this plan and found it to Ice in
<br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
<br />David W, Smith, RE, # 3608
<br />ENGINEER LICENCE #53608
<br />JjVDEX S H T #
<br />1, COVER
<br />2, FLOOR PLAN
<br />3, LIGHT PLAN
<br />4, P❑WER PLAN
<br />5, HVAC PLAN
<br />6, FIRE SAFETY
<br />7, UL SHEETS
<br />PLAN
<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 />YAW lXAI, ;i: 1% i?
<br />P14RCEL: 19— 26— 22— 0010— 00000— 0130
<br />CHANCEY PARTNERS
<br />3767 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 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525
<br />PHONE:813-469-2289 E-MAIL: dwsflpe@earthllnk,net
<br />RICK GOLLHARDT — DRAFTSMAN
<br />813— 781— 3651
<br />rgollhardti4tampabay. 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. 3767 #2
<br />
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