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<br />of the inateraal , and, lri ibe E]'P&LrEiei &e scabed in the ;tldi, tdual tl4lrtr=Setie WI and Partition Lti i_tti; in the
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<br />11
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<br />u,., <,
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<br />orin'trus.t d of the r r rial and in the, raianner cF,scr f I 1 _h_-ndi.id aat P7tl t on & P' Id�1 err � 3� �r'-
<br />t etl*e lie i_ n� it, tir_ L:L:. Firs Rani t_HTICY:Di,,NLWF, alld _h= 11 csrtrttttE1 nla�: 1, l in. dt.`.ep ! 1l _test futed I foiled States Cylrsu C. ....- Tv ,o FC
<br />rckit unit& The hunifly tIre Talin, o t1fie roofas, rnbIN ma be e,qu11 to or .r ii,.a r than the hoIt€t t1-z- rating,
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<br />b
<br />rf tlie w tl t arnl li. itt the a, ctt .11ta$lilil . lac, r r, ,t.t 71 i# rral t5,a t71 . kt _t tr-art t Paa€.,, tlrt d ,rr.r 111. Fill. Ertl or Cavity Manorial' , tttl�rn ttt Fill ,tt tt .itt ,r,� aft ir. t,e ,c,
<br />1 1 . in 11t = 0 - t i- f s 't iOn - ,t
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<br />nitxed corn fir nenE to part of: as-c lei x- or i:L�tt patient tit 4�eipht ill , ccordarta.•t' ri-rth Lhe a�;;a 011SPank itr'?_
<br />1tlmajla m 1rrItt'tr0tuns .Appolie l as 41meriltiod ,n Item 3B W a rain thickness of ,L I_1 in for the t hF
<br />- = ..-. _, , . - : , a: hN Ralluu, and to a min thi n thews of 1 in- rrr the ' hr As eriib Rahn_...
<br />x. united !states Gypsum Co - e V pe F$l''i'
<br />'Boaff tt5 th,'t:1-t- Cla- heation Mark
<br />UL System ON Fl stemNo. W JN 105OT TO 5
<br />THROUGH
<br />DECEMBER 02, 1997
<br />F RATING - 2 FIR
<br />T RATING - 0 FIR
<br />IV SECTION A -A
<br />1. WALL ASSEMBLY MIN" THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF)
<br />CONCRPTF. WAI I MAY ALSO RF CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*.
<br />MAX DIAm OF OF'r-o wu IS 26
<br />SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR
<br />2. MANUFACTURER NAMER
<br />THROUGH PENETRANT ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CON-
<br />CENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN
<br />PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN 0" (POINT CONTACT) TO MAX
<br />1-3/4" PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY.
<br />THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUIT OR TUBING MAY BE USED:
<br />A. STEEL PIPE NOM 24" DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
<br />B. IRON PIPE NOM 24" DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.
<br />C. CONDUIT NOM 4"DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6" DIAM
<br />(OR SMALLER) STEEL CONDUIT OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT.
<br />D. COPPER TUBING NOM 6" DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
<br />3. E. COPPER PIPE NOM 6" DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
<br />FILL, VOID OR CAVITY MATERIAL* - SEALANT MIN 5/8 " THICKNESS OF FILL MATERIAL APPLIED
<br />WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT CONTACT LOCATION
<br />BETWEEN THROUGH PENETRANT AND CONCRETE, A MIN 3/8 " DIAM BEAD OF FILL MATERIAL
<br />SHALL BE APPLIED AT THE CONCR. / THRU PENETRANT INTERFACE ON BOTH WALL SURFACES.
<br />SPECIFIED TECHNOLOGIES INC - SPECSEAL 100, 101, 102 OR 105 SEALANT
<br />*BEARING THE UL CLASSIFICATION MARKING
<br />UL System WW-S-0035
<br />for Expansion Joints
<br />THIS DETAIL IS FOR ANY EXPANSION JOINTS IN FIRE RATED MASONRY WALLS
<br />ASSEMBLY RATING - 2 FIR; JOINT WIDTH -1" MAX; NOT TO SCALE
<br />�- " 2 ��)
<br />1. WALL ASSEMBLY - MIN 71/2" THICK UL CLASSIFIED CONCRETE BLOCKS*
<br />OR MIN 71/2" THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150
<br />PCF) STRUCTURAL CONCRETE
<br />SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE
<br />DIRECTORY FOR NAMES OF MANUFACTURERS
<br />2. JOINT SYSTEM - MAX WIDTH OF JOINT IS 1". THE JOINT SYSTEM SHALL
<br />CONSIST OF THE FOLLOWING:
<br />A. FORMING MATERIAL - NOM 1 1/4" DIAMETER POLYETHYLENE BACKER
<br />ROD COMPRESSED AND INSTALLED INTO JOINT. PACKING MATERIAL
<br />TO BE RECESSED FROM EACH SURFACE OF WALL AS REQUIRED TO
<br />ACCOMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.
<br />B. FILL, VOID OR CAVITY MATERIAL* - MIN 1/2" THICKNESS OF FILL
<br />MATERIAL APPLIED WITHIN THE JOINT, FLUSH WITH BOTH SURFACES
<br />OF WALL.
<br />MINNESOTA MINING & MFG CO - FD 150+
<br />*BEARING THE UL CLASSIFICATION MARK
<br />IF Ratings - I 3 and 4 Rr l e itenns 2 and 3) :T Ratings 0, 1,",I, and 4 1Ir ( item 3_I
<br />1< Rathrg At .ambient - less than l CF'lllrsq ft 1, Ritiling All; 411)0 E -- less than t CFM,'sq ff
<br />x E _ ."-.-
<br />a l _.
<br />I �
<br />'r ' - , I ,
<br />y i. i
<br />�3
<br />_ r
<br />-_ 1-- - --
<br />-. . - --
<br />RE: STRUCTURAL FOR
<br />COMPLETE INFORMATION
<br />FOR FRAMING
<br />CONTINUOUS STUD AT
<br />TOP OF WALL
<br />MTL STUD FRAMING
<br />60OS200-43 @ 16" OC
<br />R-19 BATTEN INSULATION
<br />GYP BOARD & FRAMING ALL
<br />THE WAY TO THE UNDERSIDE
<br />OF THE ROOF DECK ABOVE
<br />AS PER 1HR FIRE RATING
<br />REQUIREMENTS. RE: UL
<br />DETAILS U415 & HW-S-0001
<br />CONTINUOUS STUD TRACK
<br />600T200113
<br />CONCRETE FLOOR SLAB
<br />RE: STRUCTURAL
<br />1 H R Rated Wall
<br />SCALE: 1 1/2" = V41
<br />RE: FLOOR PLAN FOR LOCATIONS
<br />D-1
<br />20'-4"
<br />11
<br />12'-0" T-4"
<br />o A501-6
<br />\ 101
<br />0
<br />Co
<br />Cn
<br />20'-0"
<br />T-4„
<br />CV
<br />{8k
<br />FE
<br />/ - EX
<br />0
<br />0
<br />r,
<br />20'-011
<br />A201-3
<br />23 -4" 3 -4"
<br />C ELECTRI AL SERVICE ENTER
<br />RE: ELE RI AL PLAN C C S
<br />< - - �
<br />- - �
<br />I �
<br />_-
<br />, I 21
<br />, -I z/
<br />o /
<br />FIRE RISER ROOM TO BE
<br />SEPARATED
<br />LAB LEAVE T
<br />SEP ED FROM THE
<br />S OU11
<br />D
<br />INTERIOR F THE B ILDIN
<br />w 0 U G
<br />HVAC NOTES Co X WITH A 2 FIR RATED CMU
<br />`'� WALL. RE: UL DETAIL U906
<br />1. ONLY RTUS, CONDENSATE LINES, AND z 1
<br />DUCT DROPS ARE A PART OF THE SHELL
<br />OD SCOPE OR WORK. THE REST OF THE HVAC \
<br />`�NJ�___ I SYSTEM WILL BE PROVIDED AS PART OF PUBLIX INTERIOR
<br />THE FUTURE TENANT BUILD OUT. RETAIL D / RE: PUBLIX PLANS
<br />_\
<br />2. ALL SUPPLY DUCT DROPS SHALL HAVE A 101 \ DOOR &HARDWARE NOTES
<br />DUCT DETECTOR. A1A3
<br />11
<br />8,600 SQ FT \ X 1. ALL REAR DOORS TO HAVE SINGLE11
<br />1.
<br />2 3. RE: MECHANICAL DRAWINGS FOR FIN. FLOOR 113.00' ACTING "ENTRANCE LOCK" HARDWARE.11
<br />o MAX EGRESS DISTANCE = 65' _
<br />COMPLETE HVAC SYSTEM INFORMATION
<br />/ 2. ALL FRONT DOORS TO HAVE PADDLE
<br />LATCH EXIT DEVICES.
<br />I O O \ O 3. ALL HARDWARE SHALL COMPLY WITH D D
<br />* �- I.,
<br />EM REQUIREMENTS FOR EGRESS AND ADA EM
<br />/ z \ . ACCESSIBILITY.
<br />�' OD = [< I \ 4. RE: A601 FOR COMPLETE DOOR AND
<br />CV
<br />C)
<br />/ DEMISING WALLS ARE NOT APART HARDWARE INFORMATION
<br />OF THIS SCOPE OF WORK FOR THE11
<br />A501 7 / SHELL CONSTRUCTION. DEMISING
<br />WALLS WILL BE PROVIDED AS PART11
<br />1.
<br />OF THE FUTURE TENANT INTERIOR
<br />BUILD OUT DRAWINGS. - PUBLIX MASONRY WALL TO HAVE A
<br />I I -
<br />MIN 2FIR FIRE RATING. RE: PUBLIX
<br />1.
<br />� I � I . H - . I I - ,- - I ISHELL DRAWINGS FOR
<br />FRAMED AREAS OF ENTIRE FRONT �ONSTku� tION INFOFiMAIION
<br />o WALL ABOVE AND BESIDE THE
<br />X STOREFRONT WIND0149 TO BE 1 FIR
<br />`" CONNECT DOWNSPOUTS FIRE RATF RE: UL-FAIL U415
<br />TO STORM SEWER LINE
<br />RE: COORDINATE WI CIVIL /
<br />Z
<br />s0 l_ .. =- , I -% _- �1f, K<<<<� . --"Ib ,(] R �A>_-j P -n �.��
<br />SIM
<br />A5016 w A5018 w wI w
<br />o / \ N N \ N �Aa 501' -9 z" BLDG EXPANSION JOINT
<br />°° / < 0 FE 1 I OA 1 OA 1 < 1 O 0EXO / = DC
<br />r,
<br />8" MASONRY WALL — I ' " `
<br />RE: STRUCTURAL „ -
<br />20'-0 19' 0 1' 0' \
<br />-- ___ CEILING AND C?"�- INTERIOR FINISH TO D 1 D 2 D 3 D 4 D 5 D 6 � D 8 D 9 PUB
<br />BE PROVIDED AS REAR a
<br />PART OF FUTURE
<br />,1- _ _� TENANT INTERIOR
<br />s � BUILD OUT
<br />Architectural Floor &Life Safety Plan LEFT �L RIGHT
<br />- ----EXTERIOR FINISH 3Scale 118"=V-0" Soil Poisoning for Termite Control
<br />RE: ELEVATIONS FRONT
<br />COREFILL 500 FOAM Code information
<br />INSULATION IN ALL CITY OF ZEPHYRHILLS THREE (3) SIGNED & SEALED 1. GENERAL
<br />MASONRY CELLS NOT 5335 8TH ST SETS FOR PERMIT SUBMISSION 1.1 Scope: Furnish all labor, materials and equipment necessary to complete the application
<br />REQUIRED BY STRUCT. ZEPHYRHILLS, FLORIDA 33542 of soil poisoning for the termite control as specified herein.
<br />TO BE GROUT OR (813) 780-0020 - PHONE 1.2 Contractor's Qualifications: Applicator shall be licensed in the state where the project
<br />CONCRETE FILLED. (813) 780-0021 - FAX is located and shall be nationally known company.
<br />1.3 Guarantee:
<br />RE: SIDEWALK PLAN IN ORDER TO QUALIFY FOR THE UNLIMITED AREA ALLOWANCE, BOTH BUILDINGS SHALL HAVE A FULL FIRE a. Termite protection treatment shall be guaranteed for period of five years against termite infestation.
<br />FOR ALL SIDEWALK BUILDING: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS FIRE RATING REQUIREMENTS Guarantee shall include an earl renewal costs. Repairs for termite damage id b termite company.
<br />INFORMATION ) SPRINKLER SYSTEM. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FUR'THE DESIGN AND Y yearly P 9 Pa Y
<br />FIRE: FLORIDA FIRE PREVENTION CODE - 2004 W/ 2006 SUPPLEMENTALS FIRE RATING REQUIREMENTS FOR CONSTRUCTION TYPE II-B (FBC 601 & 602) CONSTRUCTION OF THE FIRE SPRINKLER SYSTEM. THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED b. At the Owner's option, at the termination of the guarantee, an extension renewal of inspection and service
<br />CHAPTER 36 - (NFPA 1 IS NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS) SHOP DRAWINGS TO THE LOCAL JURISDICTION AS REQUIRED FOR PERMITTING. treatment shall be made available to the Owner.
<br />CONCR. FLOOR SLAB PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2004 W/ 2006 SUPPLEMENTALS ELEMENT REQUIRED FIRE RATING
<br />RE: STRUCTURAL MECHANICAL: FLORIDA BUILDING CODE. MECHANICAL - 2004 W/ 2006 SUPPLEMENTALS BY CODE, THESE BUILDINGS ARE NOT REQUIRED TO HAVE FULL FIRE ALARM SYSTEMS, BECAUSE THERE IS A 2. PRODUCTS
<br />ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS STRUCTURAL FRAME 0 HR FIRE SPRINKLER, FLOW AND TAMPER MONITORING WiLL BE REQUIRED. THE CONTRACTOR SHALL PREPARE
<br />CHAPTER 27 NFPA 70, NATIONAL ELECTRIC CODE NON BEARING EXTERIOR WALLS 0 HR 2.1 Materials
<br />( ) DRAWINGS FOR DESIGN AND CONSTRUCTION OF THE FIRE ALARM SYSTEM. THE CONTRACTOR SHALL SUBMIT
<br />FUEL/GAS: FLORIDA BUILDING CODE, FUELIGAS - 2004 W( 2006 SUPPLEMENTALS NON BEARING INTERIOR WALLS 0 HR AMaterials shall be a chemical formulated as an emulsible concentrate for subsequent dilution
<br />ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS FLOUR CONSTRUCTION 0 FIR SIGNED AND SEALED SHOP DRAWINGS TO THE LOCAL JURISDICTION :�,S REQUIRED FOR PERMITTING. . with water. Fuel oil or other petroleum -based products are permitted as a dilutent.
<br />CHAPTER 11 - (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION). ROOF CONSTRUCTION 0 FIR B. For soil areas to be treated, apply the following chemical at not less than the designated
<br />ENERGY: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS MEANS OF EGRESS, FBC 1000 concentration:
<br />CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION). OTHER FIRE RATING REQUIREMENTS MERCANTILE (GRADE FLOOR AREAS) 1. Premise by Bayer Corporation: 1.0 % applied in water emulsion.
<br />OCCUPANCY
<br />TENANT SEPARATION TENANTS SHALL BE SEPARATED BY A MIN 1 FIR FIRE BARRIER OCCUPANT LOAD, FBC TABLE 1004.1.2 1 PERSON 130 SF (GROSS) 2. Prelude by Zenech Corporation: 1.0 % applied in water emulsion.
<br />MAX. TRAVEL DISTANCE (SPRINKLERED) 250 FT. MAX. C. Other Brands of chemical components using one of the following:
<br />THE SCOPE OF WORK SHOWN IN THIS SET OF DRAWINGS IS FOR SHELL ONLY. NO INTERIOR
<br />BUILDING AND CONSTRUCTION DATA EGRESS WIDTH/PERSON SERVED 0.2"- LEVEL 1. imidacioprid: 0.5 % to 0.1 % Concentration in water emulsion.
<br />n
<br />OCCUPANCY CLASSIFICATION FBC 309 GROUPS M -MERCANTILE MINIMUM CLEAR OPENING DOORS 2 r
<br />% ( ) TENANT DEMISING WALLS ARE BEING PROVIDED AS PART OF THE SHELL WORK. TENANT U C 0 G 00 S 3 2 Pe methrin: 1.0 /o Concentration in water emulsion.
<br />CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, NEW CONSTRUCTION, SPRINKLERED DEMISING WALLS SHALL BE PROVIDED AS PART OF THE FUTURE TENANT INTERIOR BUILD MINIMUM NUMBER OF EXITS, FBC 1018.1 2 WHEN OCCUPANT LOAD 1-500 D. Use treatment solutions which are not injurious to plantings in landscape areas.
<br />MAXIMUM HEIGHT AND AREA (FBC TABLE 503) HEIGHT - 55'-0" AREA-12,500 SF* OUT. EGRESS WIDTH # OF EXITSBLDG GROUP SIZE OCCUPANCY LOAD RE 3. EXECUTION
<br />ACTUAL HEIGHT = 30' -0" (SINGLE STORY) THE FRONT WALLS OF BOTH BUILDINGS D & F SHALL BE A 1 HR FIRE RATED WALL IN ORDER ( Q D / PROV'D) (REQ'D I PROV'D) 3.1 Restrictions: do not apply soil treatment solution until excavating, filling and and grading
<br />ACTUAL AREA - TO SEPARATE THE INTERIOR OF THE BUILDING FROM THE CANOPY. �1(!i!2n�=
<br />2/4 operations are completed, except as otherwise required in construction operations. to ensure
<br />RETAIL F = 9,30 SF
<br />BUILDINGS D & F WILL BE SEPARATED FROM THE ADJACENT PUBLIX BUILDING BY A MASONRY 2/4 penetration, do not apply soil treatment to excessively wet soil or during inclement weather.
<br />/[ 1 3.2 Surface Preparation: Remove foreign matter which could decrease effectiveness of treatment
<br />V Iasonry Wesll WALL WITH A MINIMUM 2 T FIRE RATING. REFER TO THE PUBLIX SHELL DRAWINGS FORon areas to be treated. Loosen, rake, and level soil to be treated, except previously compacted
<br />WALL CONSTRUCTION DETAILS. PLUMBING, MINIMUM FACILITIES, PFBC, PLUMBING, TABLE 403.1. ALL PLUMBING FIXTURES WILL
<br />BE PROVIDED AS PART OF THE FUTURE TENANT INTERIOR BUILD OUT areas under slabs and foundations. Toxicants may apply before placement of compacted fill
<br />2SCALE: 1 1/2" = V-0" 0 INTERIOR FINISHES, FBC 803 INTERIOR FINISHES SHALL BE PROVIDED AS PART under slabs, if acceptable to the Architect.
<br />RE: FLOOR PLAN FOR LOCATIONS
<br />OF THE FUTURE TENANT INTERIOR BUILD OUT 3.3 Application Rates: Apply soil treatment solution as follow:
<br />�_ r 1T�AAP1; Y ```. ITFi Within building area, with or without slabs -on -grade, at the rate of 1.5 gal. per 10 sq. ft.
<br />FIRE PROTECTION SYSTEMS, FBC 900 r�. g;IL_DtN,3 SI,ALi. Under foundations and footings, including horizontal and vertical surfaces of excavations,
<br />flu i SPRINKLERS, FBC 903 DESIGN STANDARD NFPA 13 AS ALL APPI iC"�Lr e,be. ING, at the rate of 1 gal. per 10 sq. ft.
<br />March i •. ZkXlf MODIFIED BY NFPA 231, NFPA 231C ElEC" ,7RICAL. P4 1-1 l�==vC A'�i Outside building perimeter in a strip at least 2' wide and under porches, areaway, aprons,
<br />OCCUPANCY REQUIREMENTS FBC 903.2.5 FIRE SPRINKLERS REQUIRED IN GROUP M `.+Ai ',f;ij.N-!,T c- �{� =� � walks, pads, stair landings, or paved extensions, at a rate of 1 gal. per 5 sq. ft.
<br />Ilear•in- lib all katin 2.11R. WHEN GROSS AREA > 12,000 SQ. FT. Allow not less than 12 hours for drying after application, before beginning concrete
<br />(REQUIRED FOR UNLIMITED AREA ALLOWANCE) placement or other construction activities.
<br />oubearrtn '�'�till Rating 2 Ilk. FIRE ALARMS, FBC 907.2.7 FIRE ALARMS REQUIRED IN GROUP M -- 3.4 Post signs in the areas of application warning workers that soil poisoning has been applied.
<br />�, - LOAD 500 I U /��
<br />WHEN OCCUPANT > �, Remove signs when areas are covered by other construction
<br />Conduit ---- Nt: nt - in € r _ _ tsnTi) ,_114rtn t(ar isn.etrlc'a i "Wei, c a,rt I,31t or noon 4 in I I (C riot) dint I for a-,rn atlrr) A
<br />1 (NOT REQUIRED)\/ l 3.5 Re -apply soil treatment solution to areas disturbed by subsequent excavation or other
<br />el ere rar, l t.+clot°r ttPt,in . - - - - - __ __ - _z - ,_ � _� _— _ _ � construction activities following application.
<br />_T -_
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<br />Crr'�r[r�r Trttern�— € ns r, a,rt i ('�� nritl.ti;�rr' $ t malr�rr ' ;1� I It,a h€:ia ir-�'f €�,irztrr_r rota _-_,�--.,: 4
<br />t oppv.rPipe Mmfi in - 1, ' rntr) dt„an fIn mLd'f�j Re_ular list hcPn� tr1 Cup it pipe. � z � � : .- ;�- _ r'-, `""z, 5 _5
<br />Through P r±tr-h rrw Pretal€cct , lexII1ty McUd Piping t . _.ice ;r,Ilr,k -111g tI,Tics t,, cel .P x- IT nrtt l fKw � 1 � � S t
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<br />-- .ra - - . t rl,_. _ -3, f �- US HWY 301 KEY PLAN
<br />P, -m , , , :st€ , ,, r ..€, _ a __Iles JI_eA] allITi iS.Isr thL w#.:C 3t 4 ac rLi �_ 1 l § t�3ta V. Y.# Ala 7:. _31= rasa}%
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<br />,.'s r _ *" ar rr-y .T.Iot h fe 11, tarl f rtli 4'S iaWs 1af tl4r r sir ��arll assenit-sl5 A'�'. RI) llr U1; INC t `Ftt� rtic.tttlt r, t�-' l ttrp_
<br />I `+ Fill, Void nr Car rty Marterial� -, Caud�t or Sealant -� lint} "4.F1:- ;, t 4,l-7 11
<br />8 and 2 i T- in. t If, 11. 4�i and
<br />11 ;,ter' ; : a M : tS_, L 11£I:II C O'� C III [ I; 1'CIOi�I T"1"S l Vt"
<br />I #- + 111trt1 tltict,e t xa:ull to r 1. 3 tEad 4 hr rated asrr3l�li rsl.tt'srelr ttvtstr,a� 1, tthltri1t}rt �r_ tl tj:ly
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<br />,' } _*Ives N re,rth both surf�icts o all. Min l I ut tea turn) dianr In of caulk applied to 1��'t-ltUD1 board,ne rsteaiit.
<br />}. r dt;dt�l\'i r0* ftC°lt1F`TF lti.IK ITIt
<br />� : lnterfac t poit t c i �1�a'_t at#-,�,`sion un botli ,sides. of wa- 1 Tht� �+iti,tl"lt- �' �3itElig t t tfic �lrt"� top svzi Li
<br />upon
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<br />4 _te= dependent upon the it�rtnl$ #ife,ating r,t the', afl asseinhh it-, �hl-ch it i3 installed, as shov,n in .he fell sir
<br />.. - ,. -- , 'ice'':u of t 'F x aflo'Fcahle cant-wr =n-e �# .ss i , a c orti 3Le Ida t�'15_ � _� �i`t-: . r - Atha zttt F_t tf _t _ o- c t s 1} Stress . i a s
<br />table. Ilia ftckiirli I fat tt 3ft)je fittc1:t� a�ts1 l�eta�i utx the tie csr ire sr# these uttrtE it
<br />'SECTION -A and the hourt~� t€te `atirt_ c,# {he "all as�rril l) rtt e�t.icE it i> 1ti�trt`� 1 �; r� *r1at Irc� i= ate-tFr,I,1
<br />i�rall A errlels' -- Thy 1, , 3 ar4 hr Er rat d rtni {all rat stall mall s tiiltl �F1 1 h; � attrcte iiV_ — B O( P1I 111 I I li^vC.. l)B
<br />[� fax age T
<br />of the Materials and rrr the rrtanntr des ribvii in the indi id=ua r T,1 tir vir I141:1t� Series, Wall or Partition
<br />or Conduit air ttit
<br />)e.En�.RW_AR711IIR W11I1-CO E
<br />gint -axx€�Jrtfa
<br />INAM 1n #Mtrr,) 11r 1-1'=
<br />r_ Studs Wall framing rri a P consist isr ill etthcrPcsi shads dr�ra _ h lire rat€d ntrlttli,} or steel char3nr:14ra'i+tiL)Ir, 13N1'1AC1H 11.111:.r#1rr1:1+L'CJt INC'
<br />`at�t]-ds. Wood Studs to con ist q-Il: -torn 2l'y'1 In i.:-3' 13� �, ?, *r1n-i�l lurnhc*T tiFta�t�"tt l.,` Its e-111i�,. turn t t�� trittt. I l25-1 � ,I of r}-I -
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<br />t.rt.. by 4 n_ I b 1,_ nt ;, plate-, are) cross 'r . S s a 3 __ S n. . & i ttllltlrtthctctlal _i_t 4_ _5_.._[. .s ti _ "; n. ,
<br />icc .....tc'a<l �tzi><1-:, ts. lrs, Olin .. i_r1.. , � �,,�: llazt lily ern tic i- t,:., al' tl :, aak rn r�. rltrtsr„rl,l� et,rrr «s,.;.��s'x �rn.W . In 1 -'t'+I 1, 1C'- ^«tiles Eli= L"ii1 nr,Nat
<br />l Im..'r .t rrt �t x car «# ), �.zi . r-� firs-...,_ t �_.. c L i I ti.c +. �r t. c- ; I
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<br />13 G a own ea rd*-'N,tittt 1r2 sat"5,S tit. I 1 3 rrr' It InTn, thick 4 ti 112: crtr, wide wth si,sua . ,,r €a rets,d 4 81 t1,::1 l or .0
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<br />edges 3_i - _ - -v ., F - `.. __. > -n - - _ . ._ _. , `. _,..... ! . _ _. .. .. .... ry _ - - _ - - - - -
<br />ed- . 9 h ,_�t�a rn twallh5ward i thickn s%_ e utt -t la r+ fastener 11 r n sheet orie_ iata,.n hall _ ,:>P_ _ -_ ;, , ,,-
<br />_ . t I _ . _ t .. _. - ... r a, t e tt l and _.eat _ Mortar- it Bloc's _; laid €Da t ril l of ttisarta , n ilia. j.. - I rt tlir i. ast not let , rtt us _ 1 4 art�l rt�,t waft , tll�ri -1
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<br />he � sf��,h , ,the itid.� tdual I_ _. _�- � , 4 _ .. 'S,re-. l='�,r�tl rri the ---L f tre Re�,:_�ta-u,� -_rrct ,r',, _ `*:tag. _ f.ar-ts ut c)t-,err s�� �_-�� ts; a dart Ps�ttl��d c�tttLtlt f h.t�-,,-ti �-3�;h .,� f-lcaitii l ,a<r�t nut rr�rrt tt�tr �r t�.s,,_.rEt
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<br />_. t i r . . � : , nthr , : sta t . _ 3 Portland Ceini t Stucco or Gypsum Plaster — _add t hr to Clafi ri catrnr tt c� 4rF .�ttnah�� tir � i�Ttte
<br />Tlrrvu�h Penetrant _tie metallic l e, ccna�uit r._ ._n_ _n.tall a`�tlteP �c>ric entrlc�,iy ,_r s�,.�_rt��.a} � ,
<br />,%athi.n the (rests ¢, sv-gccti- The annular s -ace het'raF°,z t pig, s.4,rduit car tulain,±arti t -ripht - c,i >p=eninL: bal ks t11t=m t l
<br />r ri ben L; t to t. s s t _ tan .. r h
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<br />g� 1 g , ,... . _ if ctrt t- ti_c L L t_l3 �t1as tE n Mark
<br />tri Ir"1kl"Y ;F t[, t—. -1 'I 24 in 16Id 1 Stnot d i., in I! 1 '._'on llen `� 1i-.0 1.�-e ght `tir fives, to I cu -11f Trt'd. 4t 1° l apt'„ Torn Y.
<br />1-1in 1305 milli diatil I c,i mnaaller} tir t_'las� 5 Is 5"..) I or t-eai ie-r d diietii S1;Irr j47't ' Nuri _';talk;.
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<br />WALL
<br />MOUNTED
<br />FIRE
<br />EXTINGUISHER
<br />(F.F.)
<br />FIN. FLOOR i ,.
<br />Fire Extinguisher Detail F
<br />Legend
<br />SYMBOL
<br />DESCRIPTION
<br />EX
<br />EXIT LIGHT
<br />4�p
<br />721 EM
<br />EMERGENCY LIGHTING
<br />WALL PACK
<br />0 0
<br />2-HR FIRE RATED WALL
<br />+-- —
<br />MAXIMUM EGRESS PATH
<br />»
<br />�
<br />FE
<br />FIRE EXTINGUISHER,
<br />WALL MOUNTED F.E.
<br />RE: NFPA
<br />DOOR NUMBER RE. SHT. A601
<br />®
<br />STOREFRONT WIND SYSTEM
<br />W0
<br />RE. SHT. A601
<br />®
<br />WALL TYPE, RE. SHT. A401
<br />IZEVm vV DAr,t 1e,.
<br />CITY OF ZEPHYR IL .
<br />WILDING OFFICIAL
<br />h Schedule 101 ROOM NAME
<br />Finish S
<br />ch s A-2-A-2 OR NUMBER
<br />FLOOR MATERIAL
<br />WALL BASE MATERIAL
<br />WALL MATERIAL
<br />CEILING MATERIAL
<br />A
<br />SEALED
<br />1
<br />NONE
<br />A
<br />PAINT READY
<br />1
<br />ACOUSTICAL
<br />CONCRETE
<br />LAY -IN TILE
<br />B
<br />VCT TILE
<br />2
<br />VINYL
<br />B
<br />ENAMEL PAINTED
<br />2
<br />PAINTED
<br />GYPSUM BOARD
<br />GYPSUM BOARD
<br />C
<br />CERAMIC TILE
<br />3
<br />CERAMIC
<br />C
<br />CERAMIC TILE
<br />3
<br />NONE
<br />D
<br />NOT USED
<br />1 4
<br />1 NOT USED
<br />D
<br />ENAMEL PAINTED
<br />4
<br />I NOT USED
<br />CONC. BLOCK
<br />W
<br />I
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