HomeMy WebLinkAbout322 W Lake Mary Blvd 01-2180 int remodelPERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
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PROPERTY OWNER
ADDRESS
PHONE NUMBER /4- —b ! 2-1 — F 7-0(0
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
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PLUMBING CONTRACTOR��'L
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
SUBDIVISION
PERMIT # �DATE 7 �' X,—
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE
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UNIT 332
DODO u NG FLOM PLAW
SGALE-
UNIT
332
UNIT
322
EMOTNG GMUNG PLAN
05%
REMWED
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- - -- ----- -
�! 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.
in " RITE 4590 LATCH PADDLE 1-1/2" PAIR BUTT
• I \u LG
f-1 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 TYn ( 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. )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.
Gypsum Co. --Type PG-C.. S w
CEILING Pabco Gyp~ yp ® 24" O.C.
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 Tape 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-� 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 �39-3 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
DESIGN NO. 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
-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 Ca abilities-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 B
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) OF
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 �!.� V�I L 1 O8� /
IAssembly-The 1 or 2 hr .fire rated sum wallboard stud .wall
TO CLASSIFICATION. ei
B. Concrete -Min 3 in. thick reinforced concrete, as measured from the top plane of the 1. Wall a d gyp /
floor 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 U300 or U400 Series Wall and Partition Designs in the UL
consist of min 25 go galv steel channels sized to accommodate steel studs (Item 28). braces. Steel studs to be min 3-5/8 in. wide by 1-3/3 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 � HOUR 0 C ETE BLOC WALL L
steel floor units (Item 1A) with steel fasteners or by welds spaced max 24 in. OC. B. Wallboard, Gypsum # -Nam 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 specifiad 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 edtiun 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"
° 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 butt 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 Pi e-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& Mfg.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 rl0 COLUMN DETAIL
y RA-10 N.T.S. UL DESIGN NO. HWD0011 RA-10 N.T.s. UL NUMBER W-L-1017 ' .. �r.T.s• UL• NUMBER W-L-1084 RA-10 N.T.S. RA-10 N.T.S.
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r.
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- 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"=1'-O" 9168'
FOR CONT. p I p
SEE CIVIL I�
COTG I
(2 WAY) "
�j
3� _
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" CA 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" CA 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
'►'I/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'-O" 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 a 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". .
3 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
{
a
Me"effect:
q COde 1997
trtg Code
,.
,dam 1997 cc,.
Ut 5 d.,--4 t cal Code 1997
(`1'"�[ Cod-ed.
tSy�f
J�(�e (19/�9'T6(�ed.
,(`/�. ��5 (-cd'3
1997
PLANS REVIEWED
CITY OF SANFORD
a-'-FU D 13llll,�li11 J F�i-
.GlR_~' REYia'Nt L AND;sIJUrnrr;ALLY
T.L3.4 .sj gz%i1.11f 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,
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�r ��
, P `
p
srr,+r
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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 t' 'I r:L BUIL Dl.•;r,
T�*=nEAFTER 'A
y�'j REQUIRINGCOR:EC.
�F THE PLANS, COiNSTRUCT1O,+i
°y'rl,.N..wC7;
alS OF rHE CODES
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