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<br />Existing
<br />Landscape
<br />Area
<br />CONDENSER PAD
<br />BY CONTRACTOR
<br />LIFE SAFETY LEGEND
<br />EXIT 111111111111
<br />EXISTING AND/OR NEW RATED WALL ASSEMBLY.
<br />REFERENCE DETAIL 3/A100 FOR UL INFORMATION.
<br />EXISTING AND NEW EMERGENCY EXIT LIGHT FIXTURE WITH
<br />ILLUMINATED FACE.
<br />PRIMARY TENANT/BUILDING EXIT.
<br />NEW WALL MOUNTED FIRE EXTINGUISHER
<br />ADJACENT OCCUPIED TENANT SUITE. NO WORK IN THIS AREA.
<br />Resign No. U419
<br />Non Bearing Wall Ratings-1, 2, 3 or 4 Hr (See Iterns 3 & 4)
<br />For Nw.n.Aer
<br />.and ifQurly fatinRs �
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<br />see Iierzi
<br />1. 'Floor and Ceiling Runners —(Not shown) —Channel shaped, fabricated
<br />from min 2§ MSG corrosion'-p:roteeted steel, min width: to accommodate
<br />stud size, with min 1 in.. long legs, attached to floor and ceiling with
<br />fasteners 24 in. OC max.
<br />2: Steel Studs�Channel shaped, fabricated from min 25 MSG corrosion
<br />protected steel., rain width as indicated .under Item 4, min 14/4 in.
<br />flanges and 1{4 in return:, spaced: a max o. 2�4 in. OC. Studs o be cut 3{8,
<br />to 3/4 .in, less than assembly height.
<br />3. Batts..arxd Bra kets* :(Required a, indicated cinder Item 41) -Mine:ra:l
<br />wont batty, friction fitted between studs:and runners Min .nom thickness
<br />as indicated under Item 4. See Batts and Btaiikeis .(BKNN or BIZ}.
<br />Categories for names of Classified comparit s.
<br />3A; Batts and Blankets' —(Optional)- Placedin stud cavities, an, glass
<br />fiber or mineral ,root insulation bearing the UL,Classification Marking as
<br />to Surfa e Burning Charactenstics:and/or Fire Resistance, See Batts and
<br />Blankets (BKNV or BZJZ) Categories for names of:CWsifie4 companies.:
<br />4. Wallboard.Gypsum*: -:Gypsum panels with beveled, square or tapered:
<br />edges, applied vertically or horizontatty.Vertical joinU. -Centered over
<br />studs and staggered one stud cavity on apposite: sides of studs: Vertical
<br />joints in adjacent layers (multilayer systems} staggered one stud cavity,
<br />H.orizontat .edge joints 'and horizontal butt aoints a.n .opposite sides: of
<br />studs staggered a min of 12 i:ii: Horizohtat edge .joi.rrt# Anil horizontal
<br />butt.joints in adjacent tayers (mutiilayer systems.) staggered a min .of 2.
<br />in. The thickness and number of layers for the hr, 2 tir, ;3 hr and .4 hr
<br />ratings areas follows:
<br />Wallboard Protection on tach.Side of'Wall
<br />40. of Layers Min Thttkness
<br />Min Stud And Thick ess Of`insuladon
<br />Rating Depth Of panels :(item:10)
<br />1 3-1/2 1 1ayet 5/8 in. thick Optional.
<br />1: 2-1;l2 I layer, 1/2 in. thick .1-1/2 in.
<br />2 1,.5/8 2 layers, 1/2 in. thick Optional
<br />2 1-5/8 2 layers,.5/8 in, thick dptioda.t
<br />2 3-1/2 1 Jaye r 3/4 in, thick 3 In.
<br />3 1-5/8 3 layers, 1/2 in, thick Optional.
<br />3 1-5:/8 2 layers, 3/4 in. thick O..ptrona'l
<br />4 1-5/s 4 tayers, 1/2 in. thick Optional
<br />4 24/2 21aye:rs, 3/4 in. thick 2 in.
<br />Canadian Gypsum Co.-1/2 in. thick Type C, WRC or IP-X2; 5/8 in..
<br />thick Type SCX, SHX, WRX, IPA.1, AR, C, WRC or IP�X2; 3/4 i:n.
<br />thick .ULTRACODE or Type IP43
<br />United States Gypsum Co.,-1/2 in, thick Type C t .RC or TP-X2,
<br />5/S in. thick Type SCX, SHX, WOK, iP-X.1, AIR, WRC or IP X2F 3/4
<br />in. thick'1ATRACODE or Type IP-X3
<br />Yeso Panamericano SA de.CV-1/2 in. thick Type C, WRC or TP42'
<br />5/8 in. thick Type SCX, SHX, WRXr IP-X1, Alt; C, WRC or IP-X2' 3/4
<br />in thick ULTRACObEE or Type IP-X3.
<br />5. Fasteners —(Not shown) —Type S or S-12 self -drilling, self -tapping :steel
<br />screws: used to attach pariels to studs (Item 2) or furring channels (item
<br />6)Single layer systems 1 in. long for 1/2 and 5/4 in. thick panels or
<br />1 1/4 in. tong for 3/4 in, thick panels, spaced 8 in, OC when panels are
<br />applied Horizontally, or 12,in, OC when panels are applied verticatty. Two
<br />layer systems First layer- 1 in., long for 1/2 and 5/8 m. thick panels or
<br />1 1/4 in. tong for 3/4 in. thick pants, spaced 16 in 0C.. Second layer-
<br />1-5/8 in. tong for 1/2 in. thick panels or,Z-1/4 in. long for 3/4 +. thick.
<br />pants, spaced .16. in: OC with screws .offset 8 iv from first layer..
<br />Three -layer systems•. First layer- 1 in long for 1/2 in. thick panels,
<br />spaced 24 in OC: Second` tayer- 1-5/8 in. Long for 1/2 in. thick panels,
<br />spaced' 24 in. OC. Third layer- 2>1/4 in, long for 1/2 in. thick panels::
<br />spaced 12 in.. O Screws offset rain 6 iri;, :from layer below, Pour -layer
<br />sys#ems: First tayer 1 in. ton for 1/2 in. thick panels, spaced 24 in. OC..
<br />Second layer 1-5/8 in long Tor 112 in. thick panels, spaced 24 in. OC:
<br />Third layer 24 /4 in. Long far 1/2 in. thick panels, spaced 24 in. OC,.
<br />Fourth layer- 2-5/8 in tong for 1/2 in. thick panels, spaced 12 in. OC'..
<br />Screws :offset min 6 rn. from layer below
<br />b:, .Furring Channels —(Optional, not shown; for single or double layyer
<br />systems) —Resilient furring channels. fal r sated from rnin 25 MSG
<br />corrosion protected steel; spaced .vertically a max of 24 in. OC. Flange
<br />portion attached to each intersecting stud with 1/2 im. tong. Type S-12
<br />panhead steel strews.
<br />7. Joint Tape and Compound —Vinyl or casein, dry or Ipnemixed joint
<br />compound applied in two -coats to joints and screw heads of outer tayers.
<br />Paper ta�T nom: 2 in, wide, embedded in first layer of compound over. all
<br />Joints of outer panets..
<br />8. Siding, Brick or Stucco�(Optionat, not shown) —Aluminum, vinyL. or
<br />steel siding, brick veneer or stucco, meeting the, requirements of .Local
<br />code agencies, installed over gypsum panels, griek veneer<attached to
<br />studs with corrugated metal wall ties attached to each stud With .steel
<br />screws, not more than each sixth course of brick.
<br />9, Caulkin4 and Sealants*- (.Qptionat, not shown —A beat) :of acoustical..
<br />sealant applied. around the partition perimeter or sound cerntrat.
<br />United States Gypsum Ca. —Type AS
<br />*Bearing the UL Classification Marking
<br />UL 419
<br />N.T.S.
<br />LIFE 5AFET"'� NOTE5
<br />I. THiS PLAN iS FOR C:ENERAL INFOIRMATiON ONLY. PLEASE REFERENCE MECHANICAL
<br />AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
<br />2. INTERIOR AND EXTERIOR ELEMENTS ARE EXISTING - CONTRACTOR TO ENSURE THAT
<br />FINISH FLOOR SURFACE ELEVATIONS ARE LESS THAN 1/2" DIFFERENCE AT ALL
<br />EXTERIOR AND INTERIOR DOOR LOCATIONS.
<br />SCOPE OF UJO14`1;�'K
<br />THIS IS AN ALTERATION TO THE EXISTING FIRST FLOOR TENANT SUITE LOCATED AT 3844 5TH AVE.
<br />ZEPWRHILLS FLORIDA 33542. THE AFFECTED AREA IS APPROXIMATELY 5950 SQUARE FEET. THE
<br />EXISTING SUITE IS APPROXIMATELY 5,950 SQUARE FEET. THE PURPOSE OF THIS ALTERATION IS TO
<br />BUILD -OUT THE SPACE INTO A FUNCTIONING MIXED USE (MERCANTILE AND BUSINESS) OCCUPANCY.
<br />THE SCOPE INCLUDES MODIFICATIONS TO THE EXISTING MECHANICAL AND ELECTRICAL SYSTEMS.
<br />THIS ALTERATION IS SUBMITTED USING THE PRESCRIPTIVE METHOD AS DEFINED IN THE FLORIDA
<br />BUILDING CODE - EXISTING BUILDING.
<br />THE FOLLOWING IS A BRIEF SUMMARY OF THE APPLICABLE CODE SECTIONS FROM THE 2010
<br />FLORIDA BUILDING CODE - EXISTING BUILDING AND THE FLORIDA FIRE PREVENTION CODE:
<br />CHAPTER ONE - SCOPE AND ADMINISTRATION
<br />SECTION 1015.1 COMPLIANCE METHODS:
<br />REPAIRS, ALTERATIONS, ADDITIONS AND CHANGES OF OCCUPANCY COMPLYING WITH
<br />CHAPTER 3 OF THIS CODE IN BUILDINGS COMPLYING WITH TIE FLORIDA FIRE PREVENTION
<br />CODE SHALL BE CONSIDERED IN COMPLIANCE WITH THE PROVISIONS OF THIS CODE.
<br />CHAPTER 3- PRESCRIPTIVE COMPLIANCE METHOD
<br />SECTION 303 ALTERATIONS:
<br />EXCEPT AS PROVIDED BY SECTION 3012 OR THIS SECTION, ALTERATIONS TO ANY BUILDING
<br />OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
<br />BUILDING FOR NEW CONSTRUCTION. ALTERATIONS SHALL BE SUCH THAT THE EXISTING
<br />BUILDING OR STRUCTURE IS NO LESS CONFORMING WITH THE PROVISIONS OF THE FLORIDA
<br />BUILDINGS CODE, BUILDING THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE
<br />ALTERATION.
<br />2010 FLORIDA FLORIDA FIRE PREVENTION CODE
<br />CHAPTER 14 - MEAN OF EGRESS
<br />SECTION 142 EXIT ACCESS CORRIDORS:
<br />CORRIDORS USED AS EXiT ACCESS AND SERVING AN OCCUPANT LOAD EXCEEDING 30
<br />SHALL BE SEPARATED FROM OTHER PARTS OF THE BUILDING BY WALLS HAVING NOT LESS
<br />THAN A I -HOUR FIRE RESISTANCE RATING IN ACCORDANCE WITH SECTION 12.1 UNLESS
<br />OTHERWISE PERMITTED BY THE FOLLOWING:
<br />*t THIS REQUIREMENT SHALL NOT APPLY TO EXISTING BUILDINGS PROVIDED THAT THE
<br />OCCIUPANCYCLASSIFICATION DOES NOT CHANGE
<br />2. THIS REQUIREMENT SHALL NOT APPLY WHERE OTHERWISE PROVIDED IN CHAPTERS 11
<br />THROUGH 43 OF NFPA 101:1.13J
<br />THE EXISTING SPACE IS NOT SPRINKLED
<br />ALL FIRE ALARM WORK, INCLUDING CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS, AND/OR
<br />MODIFICATIONS TO THE FIRE ALARM SYSTEM MUST BE DONE PER NFPA -12 2001 EDITION BY A
<br />LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PLANS
<br />PLEASE REFERENCE THE CODE SUMMARY (COVER SHEET) AND BUILDING DATA SECTIONS FOR
<br />ADDITIONAL INFORMATION.
<br />UILD iNG [DATA
<br />BASED ON THE 2010 FBC
<br />AFFECTED AREA.............................................................................. 5,950 SF
<br />OCCUPANCY TYPE ...........................................BUSINESS AND MERCANTILE
<br />CONSTRUCTION TYPE ..................................... EXISTING (V-5) - NO CHANGE
<br />SPRINKLERED........................................................................................... NO
<br />OCCUPANT LOAD - TABLE 1004.1.1
<br />MERCANTILE - GRADE FLOOR AREAS (100 SQFT/30 GROSS) ................ 24
<br />BUSINESS - (3,335 SQFT/100 GROSS)........................................................ 34
<br />KITCHEN (FRONT OF HOUSE) - OB2 SQFT/200 GROSS) .............................. 1
<br />STORAGE - (1135 SQFT/300 GROSS).......................................................... 4
<br />TOTALOCCUPANT LOAD........................................................................... (03
<br />MEANS OF EGRESS
<br />TOTAL EGRESS WIDTH REQUIRED (63 OCCUPANTS X 02).........................13"
<br />PROYIDED.................................................................................................1(00"
<br />MINIMUM NUMBER OF EXITS REQUIRED (FBC 1021.1).................................... 2
<br />PROVIDED AND MARKED W/EMERSENCY LIGHT SIGNAGE ....................... 4
<br />New Exit 'A' Width 0.3211
<br />Existing Exit 'B' Width 06411
<br />Existing Exit 'Cr Width .0 32"
<br />TOTAL 128"
<br />MAXIMUM TRAVEL DISTANCE ALLOWED - FBC TABLE 1016J
<br />MERCANTILE....................................................................................... 150 FT.
<br />BUSINESS............................................................................................200 FT.
<br />PROVIDED.....................................................................I..................... 122 FT.
<br />PLEASE REFERENCE THE SCOPE OF WORK FOR ADDITIONAL INFORMATION
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<br />Architecture, Inc.
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<br />WIEDRICK ARCHITECTURE INC.
<br />AA26001799
<br />2020 HEIDELBERG AVE.
<br />DUNEDIN, FLORIDA, 34698
<br />727.736.8627
<br />STATE OF FLORIDA
<br />REGISTERED ARCHITECT:
<br />MATTHEW WIEDRICK
<br />AR94577
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<br />PROJECT ADDRESS:
<br />38444 5TH AVE.
<br />ZEPHYRHILLS, FL 33542
<br />CLIENT:
<br />FLORIDA PHARMACY
<br />SOLUTIONS, INC.
<br />13933 17TH ST. SUITE 300
<br />DADE CITY, FL 33525
<br />DATE I DESCRIPTION
<br />LIFE SAFETY PLAN
<br />LIFE SAFETY PLAN
<br />3/16 w a 1 1-011
<br />0
<br />ENLAR63EID SITE IMAGE "�
<br />MJW
<br />PROJECT #: 14022
<br />Al 00
<br />10/15/14
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