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Home My WebLink About322 W Lake Mary Blvd 01-2180 (a) Interior RemodelPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER --2- --,_3 d C v PROPERTY OWNER ADDRESS PHONE NUMBER /4- —b ! 2-1 — F 7-0(0 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR c PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # �DATE 7 �' (X,— PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE b d cn UNIT 332 018 u NG FLOM PLAW SGALE- UNIT 332 UNIT 322 n w EMOTNG GMUNG PLAN 114" V -oil 05% EM QED J U L 16 20�� , r i i n w � O w F-- Q z z w w 'i �cA z 0 LU O O 1 �+ V!JU � „ 9 0 LL oz° 0 Q Sr t4— dd Q) . 1 , SHEET leo. Ac of - - ------- - �! GRAB BAR FOR EACH RETAIL TOILET ROOM 1-1 /2"0 1 ALONG SIDE AND BACK OF TOILET 2 3 4 5 r' AS SHOWN MTD. ® 34" A,F.F ` PROVIDE BLOCKING AS REQ'D. KNUNEER 190 NARROW STILE 1-3/8" HOLLOW CORE 20 GA. GALV. HOLLOW METAL DOOR WOOD DOOR. PAINT DOOR. 1=-3/4" THICK, PAINT KA' GRADE BIRCH VENEER. 11NEER ALUMINUM PULL READY. 6'- 1 "` 6 . 1 t - HANDLE, STYLE CO -9 PRE -HUNG IN WOOD 18 GA. GALV. METAL FRAME �, . .. _. __ .,. I H T r FRAME. FILLED WITH CONCRETE AND wa KAW�iNE ER ADAMS RITE HAND HAND ! 1 MS+ 1890 DEADLOCK/LATCH WITH 3 MASONRY ANCHORS v 1 J_I 1 I / �p��,, 24 COMBINATION WITH ADAMS PER JAMB MIN. U-), " RITE 4590 LATCH PADDLE 1-1/2" PAIR BUTT • I \u LG H L A U7 `[_ 1 L A U '7 "L •J 40 / 1 -1 /2" PAIR BUTT HINGES DE`11C, HINGES BRASS. 5 KNUCKLE FULL MORTISE �� Floor Crete Systems, Inc. --Type B. HINGE (STEEL). �1..� «Bearing the UL Classification Marking KAWNEER ALUMINUM PUSH 1, Floor and Ceiling Channel --2-1/2 in, wide by 1-3/8 in. deep STYLE CP II IVACY LOCKSEf P IC HARDWARE, RIM TYPE EXI EVICE SARGENT 2800 DF ; 18" 18" NF channel, 0.021 (25 MSG) galvanized steel, attached :with SA ENT 6U65-OSL-260D SERIE 282$ FX 28-K-GTB-PEN screws spaced 24 in. OC. 1/4 CLEAR TEMPERED WITH ER HANDLE H.C. p GLASS P.G. OR EQUAL ( ) WITH EX RIOR TRIM FLW 2, Steel Studs --2-1/2 in. wide by 1-3/8 in. deep . channel sections with 1/4 in. lip on each flange tip, 0.021 in. (25 HXTRIP AROUND THRESHOL 69-139 WITH VINYL WEA ERS DRINKING FOUNTAIN y MSG galvanized steel studs spaced 24 in. OC. PERM. PLUMBING CONTRACTOR TO ) g p APPLIED STO #39-345 SUPPLIED AND INSTALLED BY TENANT PROVIDE AND STUB -UP 3. Batts and Blankets* --1-1 /2 in. thick mineral wool, batts (KAWNEER) MOUNTING HEIGHT, SPOUT 36" MAX. SAN. AND WATER LINES supplied in 2 by 4 ft. butts; attached to. wallboard with SILENCERS 3 MI FROM FINISH FLOOR. FOR SECOND TOILET ROOM staples 18 in. OC. BOTTOM OFFSET PI UNDERCUT 1" ALUMINUM THRESHOL SET IN AT EACH TENANT SPACE Thermafiber LLC -Type SAFB (KAWNEER) FULL MASTIC BED. WHERE ONLY ONE TOILET Roxul Inc. --(Staples optional). ' DOOR NEVE ( DOOR TYM 2 DOOR TYPE 3 2P. TOILET PLANROOM IS SHOWN ON FLOOR 4. Wallboard, Gypsum*- 1/2 in. thick, 4 ft. wide, attached to PLANS. WASTE LINE FLUSH steel. studs and floor and ceiling trackwith 0.127 in. RA -10 N.T.S. WITH FIN. WALL AND CAP diameter self -drilling, self -tapping screws, 1 in. long W.C, WASTE FLUSH WITH spaced 8 in. OC along edges of board and 12 in. OC in the FINISHED FLOOR AS REQ'D. field of the board. Joints oriented vertically and `'* - staggered on opposite sides of the assembly. � f s Boral Gypsum Inc - Type BG -C KAi1`EER TRI -FAB 450 1/2- GYPSUM . BOARD ON CONCRETE MASONRY WALL • Canadian 'Gypsum Co. Ltd. --Types. C, IP -X2 >. I METAL STUDS (PAINT �� Continental Gypsum Company - Types CG --C STOREFRONT SYSTEM. READY Eagle -Gypsum Products - Type EG -C. READY) #5 RE -BAR IN CONCRETE Georgia-Pacific Corp.,G sum Div. -- Types* es GPFS-C, 5 5 8" c� FILLED CELL TYPICAL EACH LAY -IN CEILING LAY -IN g YP YP s 3-5/8' METAL STUDS SIDE OF MASONRY OPENING. Pabco Gypsum Co. ---Type PG -C. . ® 24" O.C.CEILING w CEILING FAN United States Gypsum Co. --Types C and IP --X2. i.. YP YP w METAL JAMB TIE 3 MIN. LIGHT FIXTURE 4: 3'-q" GYPSUM United States Gypsum Co. --Types C and IP -X2. 1" X 3" WOOD TRIM. PER JAMB, (18 GAUGE) 7 Temple Inland Forest Products Corp. - Type TP -5, (PAINT READY) 19" so" _ ;�r 1 4" TEMPERED GLASS 1---- �-- - - - • United States Gypsum Co. --Types, C and IP—X2. / dT 1 s 0" 42" TOILET Yeso Panamericano. SA de CV -' Types C, IP -X2 �� - P.P.G. OR EQUAL. 16 GA GALV. `METAL DOOR - - - ..._ _ 5. Joint Tae and Compound I d or remixed joint. M •. RAME FILLED WITH CONCRETE PAPER P P Y� dry P 17 MASONRY ANCHOR 3 'z DISPENSER compound, applied in two coats to joints and screw heads; - _' .- PE AMB MIN. t 1-i paper tape, 2 In. wide, embedded in first layer of compound A„ r7 ,�lrlccR 190 NARROW s. over all joints. As an alternate, nominal 3/32 in.: thick S t E DOOR. SEE .. CAULK T. PERM. IOU FINISHED gypsum veneer plaster may be applied to the entire surface' 1- 8 PRE --HUNG DOOR N FtOORof Classified veneer baseboard. Joints reinforced. D00 SCHEDULE. IN V 4-5/8 WOOD - . FRAME. PAINT READY) *Bearing the UL Classification Marking }:AY1t•1EE THRESHOLD � 1709-139 TH APPLIED 3/ 18 GA., GALV. MET DOOR 5 1 HOUR NONBEARING WALL , . g STOP X39-3 READY, SEEwCG00R IN 3 TYPICAL TOILET ELEVATIONS RA -10 ►v.rrs. UL NUMBER U448 , 3/4" SCHEDULE. RA -1O . N.T.S. ALUMINUM THRESHOLD SET a IN FULL MASTIC BED. JA1 TYPE I JAMB TYPE 2 JAMB TYPE 3 I IA I DE=SIGN N0. U901 >C2 ASSEMBLY RATING — 4 HR. ffvmilzrm� JAMB TYPE 4 1B _ ' CO A, I BEARING OR NONBEARING WALL i I � FRAMING ATTACHED D - _ - - -- --- - -- - _ 7 z -- - ___ ________ __ -__ 3 4" 0 RETAIL WALL 2 4 , 4 . !� DE I• 7-5/8" MIN. is 44 LV 4 -V N4 Ic 3 1. CONCRETE BLOCKS* - VA US DESIGNS. CLASSIFICATION B-4 (4 HR). UL SYSTEMS HWD0011 ' SEE CONCRETE BLOCKS CA ORY FOR LISTS OF ELIGIBLE MANUFACTURES. ., 3M Fire Protection Products This material. was extracted by, 3M Fire y 2. . MORTAR - BLOCKS LAID IN L BEDS OF MORTAR, NOM. 3/8" THICK, �j �, • I 3M Fire Protection Products 478 System No. HW -D-001 1 Assembly Ratings -1 &2 Hr(See Protection Products from the 1997 edition of the .UL Fire Resistance OF NOT LESS THAN 2-1/4" A NOT MORE THAN 3-1/2" PARTS OF CLEAN ;o •• item 2) L Rating -At Ambient Less Than 1 cfm/lin ft L Rating At 400 F -Less Than 1 Directory. SHARP SAND TO 1 PART PORTLA CEMENT (PROPORTIONED BY VOLUMN) ` cfm lin ft Joint Width- 1 In. Max Movement Capabilities -25% Compression 345 Metallic f ,�: AND NOT MORE THAN 50 PERCENT YDRATED LIME (BY CEMENT VOLUMN). / P P. Pipe } `,''1 3 VERTICAL JOINTS STAGGERED. 1. Floor Assembly -The fire -rated fluted steel deck/concrete floor assembly shall be P- _ * • 1000 , } A . 2A. MORTAR MIXTURE*- (ALTERNATE TO MO TAR - ITEM 2) NOT MORE THAN constructed of the materials and in the manner described in the individual Floor -Ceiling j g Design in the UL Fire Resistance Directory and shall include the following construction Series _ _ _ s _. 130 LBS. OF SAND AND 5 GAL. OF WAT TO 76 LBS (ONE BAG) OF8" STA WL System No., W -L--1017 (Formerly System No. 328) F Ratings -1 and MORTAR MIXTURE. CMU B features: 0 2 Hr. (See Item 3) T Rating -0 Hr L Rating At Amblent-less than 1 _ CEMIECH LABORATORIES, INC. A. Steel Floor And Form Units* -Max 1-2/3 in. deep min 22 ga goly or phos/painted C' 3. PORTLAND CEMENT STUCCO OR GYPSUM PLAS - IF USED, ADD 1 2 HR. steel fluted units. CFM/sq ft. L Rating At 400 F -less than 1 CFM/sq ft UL S �!.� VAI L 1 O8� / IAssembly-The 1 or 2 hr .fire rte sum wallboard stud .wall TO CLASSIFICATION. ei B. Concrete -Min 3 In. thick reinforced concrete, as measured from the top plane of the 1. Wal rated gyp wallboard/ stud units, assembly shall be constructed of the materials and in, the manner 31d Fire Protection Products This material was extracted by 3M Fire 4. LOOSE MASONRY FILL - IF ALL CORE SPACES AR FILLED WITH LOOSE DRY EXPANDED SLAG, BURNED CLAY OR SHALE (RO Y KILN PROCESS), described in the individual U300 or U400 Series Wall orPartitionProtection Products from the 1997 edition of the UL Fire Resistance 2. Wall Assembly -The, 1 or 2_ hr fire rated gypsum wallboard/steel stud wall assembly WATER REPELLANT VERMICULITE MASONRY FILL INSULA N,OR SILICONE 1'-4 Designs In the UL Fire Resistance Directory and 'shall include the pirectory. • shall be constructed of the materials and in the manner described' In the individual U400 . - , , - 4 TREATED PERLITE LOOSE FILL INSULATION, CLASS D-2 HR.) OR C-3 following construction features: 357 stem f•to, �W -L 1084 F Rating -1 1 Hr T Rotin 0 Hr - Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the f g- g- (3 -HR,) CONCRETE BLOCK WILL PROVIDE ,A 4 HR. FIRE SISTANCE RATING.. A. Studs -Wall framing may consist of either wood studs"or steel 1, ','Mall AssPmbli• -The fire rated sum • wallboord stud wall assembly followingconstruction features: y gyp / y * BEARING THE UL CLASSIFICATION MARKING channel studs. Wool] , to i t �qf� nQ -�y 4 in. 'lumber shall be constricted of the materials and in the manner specified in A. Steel Floor And Ceiling Runners -Floor and ceiling runners of wall assembly shall spaced 16 in. OC "r nQg" .3 inl(Y �r W nd late$ and cross P P the individ�.�al 0300 or U400 Series Wall and Partition Designs in the UL consist of min 25 go gals steel channels sized to accommodate steel studs (Item 2B). braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in. deep Fire Resistance directory and shall include the following construction R CONCRETE R K AI 4' Ceiling runner to be provided with 1-1/4 in. flanges, Ceiling runner secured to valleys of channels spaced max 24 in. OC. features: S � H®U 0 C ETE BLOC WALL L steel floor units (Item 1A) with steel fasteners or by welds spaced max 24 in. UC. B. Wallboard, Gypsum # -Nom 5/8 in. thick, 4 ft. wide with square or A. Sb1ds-Wall framing may consist of either wood studs or steel FACE BRICK ENCLOSURE tapered edges. The sum wallboard type, number of layers and sheet , �� RA -10 N.T.S. ATTACHED TO 12" CMU BLOCK B. Studs --Steel studs to be min 3-1/2 in. wide. Studs cut 1/2 to 3/4 in. less in P g gypsum YP Y channel studs. Mood studs to consist of nom 2 by 4 in. lumber n orientation shall be as specified in the individual Wall and Partition - length than assembly height with bottom nesting in and resting on floor runner and with P spaced 16 in. OC. Steel studs to be min 3-5/8 in. wide and spaced 4" top nesting in ceiling runner without attachment. Stud spacing not to exceed 24 in. OC. Design. Diam of circular through opening cut through gypsum wallboard Max 2; in. OC. "' - 3�- - - on each side of wall assembly to . be min 0 in. (point contact to. max C. Wallboard, Gypsum* sheets installed to a min total thickness of 5 8 in. and y (P ) -w6. Y eilbaord Gypsum; -Nom 5/8 in. thick gypsum wallboard, as - ,•' YP / � FACE OF In 1-1/4 in. on each side of wall for 1 and 2 hr rated assemblies, respectively. Wall. to be 1 in_ larger than outside diam of flexible metal conduit (Item 2) m 3 specified in the individual 'Nall and Partition Design. Diam of opening is COLUMN BASE constructed as specified in the individual Wall and .Partition Design in the UL Fire ..installed in through opening. Side edge of circular opening to be In i -1/2 in. larger than the outside diam of pipe. , in. from nearest stud in wall cavity, 2. Thro h -Penetrant -One metallic pipe, conduit or tubing to be BAKER ROD Resistance Directory, except that a nom 1 in. gap shall be maintained between the top '`� P P g C. Fasteners -When wood stud framing is employed, gypsum wallboard U of the wallboard and the bottom of the steel floor units and the top row of screws shall centered elinin the firestop system. An annular space of 3/4 in. is WITH CAULK attached to studs with cement coated nails as specified in the required within the firestop system. Pipe, conduit or tubing to be rigidly be Installed into the studs 1-3/4 in. below the valleys of the steel floor units. individual Wall or Partition Design: When steel channel stud framing is s� p sum wallboard• attached to:studs with T e'S self-drillin .zppor't-� on bath sides of wall assembly. The following types and 4 CONT. 3. Joint System -Max separation between bottom of floor and top of wall (at the time of employed, gyp YP g, ` sizes of mRtollic pipes, conduits or tubing may be used: 6 installation of joint system) is 1 in. The joint system is designed to accommodate a max self -tapping bugle -head steel screws as specified in the Individual Wall " RA1 A. Steel Pipe -Nom 12 in. diam (or smaller) Schedule 10 (or heavier) CON CURB 4 i �, 25 percent compression from its installed width. The joint system consists of a forming or Partition Design. steel pig" CL material and a fill material in the flutes of the steel floor units and between the to of 2. Through Penetrating Product* —Flexible Metal Conduit -Nom 4, in. diam' { p B. Conduit -Dorn 6 in. diam (or smaller) electrical metallic tubing or °oj the wallboard and bottom of the steel floor units, as follows: (or smaller) aluminum or steel Flexible Metal Conduit+. Max one flexible CONCRETE steel conduit. I U metal conduit to be installed near center of circular opening in gypsum SIDEWALK �. A. Packing Material* -Min 3-1/2 in. thickness of min 4 pcf density mineral wool batt C. Copj>er Tubing -Nom 6 in. diam (or smaller) Type L (or heavier) ®. , �. wallboard, Flexible metal conduit to be rigidly supported, on both sides insulation for 1 hr Rated Design, min 4-1 2 in. thickness for 2 hr Rated Design,, firm) g y Pp co r �t t�sbin c� g / g Y of wall assembly. AFC Cable Systems, Inc. pp- `�' a packed into flutes of the steel floor units and between the top of the wallboard and D. Copper Pipe -Nom 6 in. diam or smaller Regular or heavier Q, 3. Fill, Void or CavityMaterial* —Caulk—Caulk fill -material :.forced into.. 1f pp P- ( ) g ( ) bottom of the steel floor units, and recessed from each surface of wall to accommodate annular space around entire circumference of through penetrating co?. -'r pipe.® , the required thickness of fill material_ product to completely fill opening in gypsum wallboard layers on each 3. Fill. 'laid or Cavity Material+ -Sealant -Min �/8 in. thickness of fill t 8' ST � B. Fill, Void or Cavity Material* -Min 1 /2 in. thickness of fill material installed on each side of the wall assembly. A min 5/8 in. thickness of caulk is required m6teriai opplied within annulus, flush with both surfaces of wall _ CMU T , _.. side of the wall in the flutes of the steel floor units and between the top of the for, the 1 hr F Rating. A min 1-1 4 in. thickness of caulk is required assembh/, - Minnesota Mining & Mfg. Co. -FB -2000+ 9 / q 4' DOWEL , wallboard and the bottom of the steel floor units concrete floor), flush with each *bearing the UL Classification Marking rr; (. ) for the 2 hr F Rating. AT 4'-0". O.C. surface of wallboard. Minnesota Mining . & Mfg. Co. -CP 25WB+ Minnesota Mining& Mf Co. -FB -2000 *Bearin the UL Classification Marking1 2 PRE FORMED 1 4 �:. *Bearing the UL Classification Marking EXPANSION JOINT FILLER ,•o TYP. AROUND COLUMN BASE = h f� 4 1 HOUR TENANT SEPARATION WALL 6 1 HOUR WALL PENETRATION 1 = 1 HOUR WALL PENETRATION(T�.CURB DETAIL rld COLUMN DETAIL y RA -10 N.T.S. UL DESIGN N0. HWD0011 RA -10 N.T.s. UL NUMBER W -L -10I T' .. �r.T.s• UL• NUMBER W—L-1084 RA -10 N.T.S. RA -10 N.T.S. ,r ; tt •..N - - ill 1• r ... .. .. ♦.. .. .. r r. .. P .'. _ '',. .., is .•. . j.. .. r. r _ - t I P-1 V0p- 1 1/2" 1 /2"i WCO3/4" 3" VTR P-3 �- VALVE AND CAP FOR FUTURE TYPICAL TOILET ROOM FLOOR PLAN SCALE: 1/4"=l' -O" 9168 FOR CONT. p I p SEE CIVIL I� COTG I (2 WAY) " �j ;P 35) _ Pp 1 P--2 4 WCO P_3 TYPICAL SANITARY RISER DIAGRAM NO SCALE .A PLUMBING FIXTURE, SCHEDULE: P-1: WATER CLOSET, BARRIER FREE - AMERICAN STANDARD, CADET II NO. 2216.170 FLOOR MOUNTED, 17" HIGH, TANK TYPE, VITREOUS CHINA, ELONGATED SIPHON ACTION BOWL, CLOSE COUPLED TANK, 1.6 GPF. CENTOCO NO. 150OCCSS OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK HINGE. 1/2" CW, 4" SAN. P-2: LAVATORY, BARRIER FREE - AMERICAN STANDARD LUCERNE NO. 0355.012, 20x18" VITREOUS CHINA, WALL HUNG, 4" CENTERS. PROVIDE FLOOR CARRIER WITH CONCEALED ARMS. DELTA NO. 511WFHDF CHROME FAUCET, SINGLE LEVER, 1/2 GPM FLOW RESTRICTOR, OFFSET GRID DRAIN ASSEMBLY. TOP OF FRONT RIM MOUNTED 34" FROM FINISHED FLOOR, PROVIDE STOPS, SUPPLIES,- TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. INSULATE TRAP AND SUPPLIES WITH TRUEBRO NO. 103 LAV GUARD. 1/2" CW. 1/2" HW, 1-1/4" SAN. P-3: WATER COOLER, BARRIER FREE - HALSEY TAYLOR NO. HAC-8F, STAINLESS STEEL TOP, FRONT PUSH BAR, SHALL DELIVER 8.0 GPH OF 507 WATER AT 907 AMBIENT AND 807 INLET WATER. PROVIDE FLOOR CARRIER, STOP, SUPPLY, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. (FURNISHED AND INSTALLED BY TENANT) 1/2" CW, 1-1/4" SAN. HB: HOSE BIBB - EXTERIOR J.R. SMITH NO. 5709 CAST 6RONZE FULLY RECESSED WITH CHROME PLATED FACE. INTEGRAL VACUUM BREAKER. "T" HANDLE KEY AND INLET CONNECTION, MOUNT AT 24" A.F.F. 3/4" CW WCO: WALL CLEAN-OUT - ZURN, #Z-1441, SMOOTH STAINLESS STEEL ACCESS COVER, DURA -COATED CAST IRON BODY. MATCH TO PIPE SIZE. 1/2" llyco <_Y ,--- MAY EXTEND AS A- I WASTE OR VENT CHROME WALLCOVER AND SCREW WALL. PLUGGED TEE WITH CLEANOUT FLOOR UNE 1/8 C.I. BEND BALANCE OF PIPING SAME AS CLEANOUT TO GRADE WALL CLEANOUT DETAIL NOT TO SCALE . 5 BRASS CLEANOUT PLUG 'H/CCUINTER SUNK HEAD FINISHED ,GRADE P-3 VALVG ANU t.Ar FOR FUTURE (TYPICAL) 0 v i rt • 1 TOILET ROOM FLOOR PLAN A SCALE: 1/4"-1'-0" 9168 2pl 3�® I d FOR CONT. I ` ® 4 SEE CIVIL P--2 13 Y® I COTG P-3 I. 'ZIP ® I S (2 WAY) I ® <I WC01 P-1 I " I Zp P- 1 P=2 � 2p� o P-3 I � IN 2 ' I a -� p P ` 2 P-3 p . P -1 P-1 i I P-3 P-2 p S WCO SANITARY RISER DIAGRAM 1 NO SCALE A P-3 1 /2" WCO 4 7 • 1 3M BRAND FIRE BARRIER CAULK CP25 AND PUTTY 303 FIRE RATED PIPE PENETRATION DETAIL NO SCALE,. NOT�S: O1 FLOOR OR WALL ASSEMBLY -MIN. 2 1/2" THICK LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR MIN. 7 5/8" THICK CONCRETE OR MASONRY BLOCK WALL. MIN. 3 HOUR FIRE RATED WALL. MAX. THROUGH OPENING SIZE IS 8" DIA. .� STEEL PIPE OR CONDUIT -NOMINAL 6" DIA.(OR SMALLER) SCHEDULE 10S(OR HEAVIER) STEEL PIPE OR NOM 4" DIA.(OR SMALLER) STEEL EMT OR RIGID CONDUIT. MAX ONE STEEL PIPE OR CONDUIT PER THROUGH OPENING. WHEN THROUGH OPENING SIZE EXCEEDS 4" DIA. MAX. ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND EDGE OF THROUGH OPENING SHALL NOT EXCEED 2". . 30 PACKING MATERIAL --USED AS A FORM TO PREVENT LEAKAGE OF THE: FILL MATERIAL 'te�i IN n ni n177Ir qT.nTF. IN FI nnRS. PACKING MATERIALS MAY CONSIST OF 4 { a 4 a JJ,,e"effect: �3 Cod e 1997 ed. "'.119 Code ,. ,dam 1997 cd. Ut 5 d.,--4 t cal Code 1997 (`1'"�[ Cod-ed. d. tSy�f J�(�e (19/�9'T6(�e ,(`/�. --�5 (-cd'3 1997 PLANS REVIEWED CITY OF SANFORD a—'-FURD 13llll,�li11 J F�i- .GlR_~' REYia'Nt L AND;sIJUrnrr;ALLY T.L3.4 gz%i1.11f .sj A 'jr(?idlT IG GC4r�17�r?E4fi 7� 9Uk!) SHALL BE ` '� I ICt?N5L 'rV a;3t>C.EO Y�ITr-I � :OT AS AUTHORITY TO ':IOi_;,TE, r �; � K� �r �� , P ` srr,+r � O ALTER. OR SE'7' P.?"�'�iYrS�•y--, 7 A'IiOE ANY OF THE r1= �A �' �y i.CHNICAL CO( t?<_. NOR Sii ALL y�T r GF ..aEriMIT PRLVEN r 'I r:L Butt Dl.•;r, T�*=nEAFTER 'A y�'j REQUIRINGCOR:EC. �F THE PLANS. COiNSTRUCT1O,+iY� °y'rl,.p..wC 7,iCa lS OF rHE CODES z ;� IL,