FLS00-06-40 (2)
FLS 00-06-40
MR. & MRS.
LIGHTNER
2355
WETHERINGTON
ROAD
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ePECIFICA TrONe
MIOCELLANEOJS
CONTRACTOR 15 RESPONSiBLE FOR MEANo AND METl--'ODS OF
CON5TRUCTION TO EN5URE THE SArET'r OF THE BUILDING! uNTIL
STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT
LIMITED TO, THE ADDITION OF Wl-1ATEvER TEMPORARY BRACiNG,
6HORING, c,u'rS OR TIE-DOli.NS THAT MAY BE NECEMARY. 5UCi-1
MATERI,~L oHALL BE REMOvED AND oHALL REMAIN THE PROPERT'( OF THE
CONTRACTOR AFiER COMPLETION OF THE ~OJECT.
2. CONiRACTOR TO 5UPPORT, BRACE AND &ECURE EXI&TING 5TRUCTURE AS
REQUi~D. CONTRACTOR 1& 60LEL Y RESFON61BLE FOR THE 6AFETY OF
THE BUILDING DURING CON5TRUCTION.
3. AFf'LlCABlE BUILDING CODE: ST~DARD BUILDING CODE, 1~~1
EDITION.
4. ALL MATER/AL6 ~D lLiORJ<J1AN5HIF 5HALL BE IN ACCORDANCE WITH THE
6T ANDARD BUILDING CODE.
:;. DE61GN LOAD6,
AREA
ROOF
AREA
ROOF
5UFERIMFO&l::D LIVE LOAD
2 (1) P6F
DEAD LOAD
2 (1) F6F
6. DESIGN WIND vElOCIT'( · 1(1)2 MPH
1. COORDINATE ALL DIMEN51ON5 AND ELEVATION5 WITH Tl--lE
ARCHITEC1\.IRAL DRAWING$. DO NOT 6CALE DRAWINGe.
61TE uJORK
A05Ul'1ED 60IL BEARING PRl:55URE . 2elOO POF.
2. A QUALIFIED TEeTING! LABORATORY eHALL BE RETAINED TO PE~O~
UJHATEvER 5U66RADe TE5TING THAT Ie NECE65ARY TO CONFIRM THE AS5UMED
BEARING WITHOJT EXCEeSlvE 6ETTL81ENT.
3. TE5TING MAY INCLUDE, BUT 15 NOT LIMITED TO, DEN61T'( TE6T&,
AUGER E30RING$, OR STANDARD PENETRATION BORING!5.
4. TI-lE TE6TING LABORATORY oi-1ALL OPECIFY 60IL PREPARATION
PROCEDURE5 AND COMPACTION REQUlREMENT5 NECEMARY TO OBTAIN Tl--lE
DE&IGN 60lL BEARING PRE&5URE.
CAST IN PLACE CONCRETE
CONCRETE TO BE NORMAL UJEIGHT WITi-1 THE FOLLOUJING MINIMUM
COMPRE661vE 5TRENGTHe AT 28 DAYo:
a) FOOTINGS, &lAB-ON GRADE, BEAMS 3(1)00 P&I
2. CONCRETE ~ALL BE READY MIX PER AS111 C~4:
a) FORTLAND CEMENT - A5TM C 1:;(1)
b) tI',.;l(,REGATES - A5TM C33 (3/4" MAX)
c) NO CALCIUM CHLORIDE
cO ,L,IR ENTRAINING - ASTM C26el
e) WATER REDUCING - A5TM C4~4
n FLASH - A57M C618 CLA5S F 08% MAXIMUM BY \1EIGHT)
e) WATER - CLEAN AND FOTABLE
3. REINFORCING 6TEEL: A5TM A61:; GRADE 6el.
4. REQUIRED 5LUMP RANGE : 3" TO 17'.
17 WELDED WIRE FABRIC: AeTM A-I8S. FURNI6H iN &HEET; 'T ROLL5.
6. MOl5TUl'E BARRIER: 6 MIL FOL YEiH'r'LENE. LAP 6" AND T AFE ALL
JOINT5.
1. CODE5 AND 5T A'lDARD5, (CURRENT EDITION)
AC131'Zi\ "SPEC FOR STRUCTURAL CONCRETE FOR BUI .G5."
ACI 31'Zi:; IIRECCMMENDED PRACTICE FOR HOT WEATHER CONCRETEING
ACI 318 "BLDG. CODE REQUlREMENT6 FOR REINF. CONCRETE."
ACI315 "DETAIL5 AND DETAILING OF CONCRETE REINFORCEMENT."
6. MINiMUM LAF 6FLICE . 31'Zi BAR DIAMETERe UNLE55 NOTED OTHERWI6E.
~. ~OVIDE PROPERl- Y TIED &PACE Re , CHAIR5, BOl6TERe EiC AS
REQUIRED AND NECE05AR'f TO AOOEMeLE, FLACE A'lD 51.1PFORT ALL
REINFORCING IN PLACE. IJe>E WIRE BAR T'rpe 5UFf'ORT& COMPL'rING
WITH CR~I RECOMMENDATIONS. USE PLA5TIC TIP LEGS ON ALL EXPO&ED
5UR=ACE6.
lel. CONTRACTOR 6i-1ALL vERIFY LOCATiONS OF ALL OPENING!S, 6LEEVE&,
AND &LAB RECEMEe. AS REQUIRED 6'1" on--+ER TRADE6 BEFORE CONCRETE
is PLACED. NO 5LEEVE, OPENING, OR iN5ERT MA'r BE PLACED iN
BEAM6, JOI5TS. OR COLUMN& UNLEM APPROYED 6Y T~E ENUINEER
.~
~
-~~
11. CONTRACTOR SHALL vERIFY EMBEDDED ITEMS, INCLUDING BUT NOT
LIMITED TO ANC~R BOLTS, BOLT CLU5TERe, WELD PLATE&, ETC..,
BEFORE PLACING CONCRETE. NOTIFr' ENGINEER OF ANY CONFLICTS WITi-1
REBAR
12. SEe ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHE6.
13. ALL C<J'iCRETE oHALL BE CURED IMMED!ATElY AFTER FINISHING
OPERATION& IN ACCORDANCE WITH ONE OF T~E FOLLOWING! METHOD5:
a) APPLY A ;'(1)% 5OLlD5 LIQUID MEM6RANE FORMING CI--lEMICAL CURING
COMPOJND IN ACCORDANCE WITH A5TM C-30~.
b) F~OVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE
WITH ACI 301.
~~ ?~ ~
14. A QUALIFIED TE5TING LABORATORY SHALL BE RETAINED TO PEIVORM
TI-lE FOLLOUJING CONCRETE TEST5 ON 6ITE.
a) CYLINDER 5T~TH TEeTe - ASTM C.3~t ONE oET OF FOJR
CYLINDERS FOR EACH:;0 CUBIC Y ARD5 OR FRACTION THEREOF.
TEeT ONe C'rLINDER AT 1 DAYS AND TuJO AT 26 DAYS. HOLD THE
FINAL CYLiNDER IN RE6ERVE.
I!;. REINFORCING! BAR COVER
a) FOOTINGS 3"
b) BEAM& I 1/2"
16. PROviDE CO~ER BARS AT ALL BEAM AND WALL FOOTING CORNERe TO
MAT04 HORIZONTAL BARS.
CARPENTRY
I. DIMEN610NED LUMBER 6HALL BE DRE55ED 545, AND &i-1ALL BEAR THE
GRADE STAMP OF THE MANLFACTURER'6 A550CIATION.
}0~11i
2. ALL LI.II'1BER &HALL BE 6OUND, 5EAOONED, AND FREE FROM WARP.
3. ALL LUMBER SHALL BE 6Oi..m.,ERN PINE NO.2 GRADe OR BETTERt WITH
19% MAXli1UM MOleTURE CONTENT, UNO. ON THE FLANS.
4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE 5HALL BE
FRE55URE TREATED.
17. ~ESSURE TREATED LUMBER 5l-1ALL BE IMPRE6NATED WITH A CCA &AL T
iREATMENT iN ACCORDANCE WITH F.5. TT.W.!;1! ~D BEAR Tl--lE
AMERICA'l LLIOOD FRESERvER6 IN5TITUTE QUALITY MARK LF-2.
6. PLYlLQOD WALL AND ROa: 6HEATHING 6HALL. BE AFA RATED 5HEATHINCl,
EXP05UF'E I DURABILITY CLA55IFICATION.
1. ROOF &HEATi-1ING TO BE IN5T ALLED WITH ONE PLYWOOD CLlF FER 6FAN
BETLL.EEN PANEL EDGES. IN5TALL 60LID 2X BLOCKiNG BETWEEN
OUFf'ORT5 AT ALL l--lIF6, RID6ES, VALLeY6, AND CHAN6E5 IN ROQ!=
5LOPE.
8. iN5T ALL BRIDC:IING IN ALL FLOOR OR ROOF JOISTS AT 81_elH O.C.
MAXIMUM. IN5T ALL BLOCKING! IN ALL WALL 6TUD5 . 41- elH O.c.
MAXIMUM, LOCATED AT Sl--lEATHING PANEL EDGES.
~. ALL NAILING! AND BOL TINGs SHALL COMFL Y WITH AMERICAN IN5TlTUTE
OF TIMBER CONSTRUCTION REQUIREMENTS.
1(1). ALL CONNECTION HARDWARE SHALL BE GAL VA'lIZED AND 5UFf'L1ED BY
&IMF6ON STRONG-TIE COMPANY OR EQUIVALENT.
11. ALL CONNECTION HARDWARE IS TO BE FUlL'r FASTENED PER
M~UFACTURERe REQUIREMENTS UNLE55 NOTED OTHERWI5E.
12. PROVIDE A 61NG!LE PLATE AT THE BOTTOM AND DOJBLE PLATE AT '-~E
TOP OF ALL 5TUD WALL5 UNLE&5 NOTED OTf.iE~16E.
13. STUDS 5l-1ALL BE DOUBLED AT ALL .t>NC:ILE5 AND AROUND ALL OPEN,NG6.
STUDS SHALL BE TRIFLED AT ALL COf'NERO.
PRE-ENGINEERED LLIOOD TRUSSES
THIS 5ECTION DEFINE5 PRE-ENGINEERED, PREFABRICATED, METAL
PLATE CONNECTED LLIOOD ROOF TRUSSES A5 "LLIOOD TRUS6E6".
2. WOOD TRUS51::5 5HALL 6E DE51GNED AND FABRICATED IN ACCORD.!>.NCE
WITH THE "NATIONAL DESIGN S~CIFICATION FOR uJOOD CON5TRUCTION'
I~~l EDITION, PUBLISHED BY THe NATIONAL FOREST f'RODUCT5
AS6OCIATION, '~ATIONAL DE61GN STA'lDARD FOR METAL PLATE
CONNECTED uJOOD TRU55 CONeTRUCTION, TFI 1-~5", PUBL.ISHED BY THE
TRU55 PLATe INSTITUTE: AND mE AFFLlCAeLE BUILDING CODE LISTEO
IN THE MISCELLANEOJ5 &ECTION OF T~E&E 6PECIFICATION5.
3. THE uJOOD TRl.J$5 MA'lUFACTURER MU5T PARTICIPATE IN A CODe
APPRoveD THIRD PART'( QUALITY AS5URANCE PRroRAM 5UCi-1 AS THE
TRUS5 FLATE IN5TITUTE'$ "QUALIT'( CONTROL IN5PECTION PROGRAM II
OR EQUIVALENT.
4. lLiOOD TRU05 MEMBER$ AND CONNECT/ON5 6l-1ALJ.. BE DESIGNED FOR ALL
LOAD5 5HO\.LN ON THE CONTRACT DOCUMENT5 INCLUDINGt LIVE, DEAD, .6ND
CONCENTRATED LOADe, A..ue WIND LOAD5 IN ACCORDANCE WITH T~~E
AFf'LlCABLE BUILDING! CODE.
17. DURATION OF LOAD FACTORe:
ROOF DL -LL.uJL 133
ROOF DL-LL 1.2~
6. uJOOD TRU55 DE51GN 6HOP DRAWIN65 6HALL INCLUDE, BUT ARE Nor
LIMITED TO, THE FOLLOWING INFORMATION:
a) 6PA'l LENGTH, OvE~ANG AND EAVE DIMEN61ON6, 6LOPE AND
5PACING OF THE WOOD TRU55E6.
b) ALL DE51ClN LOADS AND THEIR FONT5 OF APPLICATION, VALLEY
AND CONvENTIONAL FRAMING l1I.leT BE CON5IDERED.
c) ADJueTMENT5 TO ALLOlUABLE VALUE6. (DURATION OF LOAD
FACTORS, ETC.
cO REACTIVE FO~CES AND THEIR LOCATIONS.
e) BEARING TYFE AND MINIMUM BEARING! LENUTH.
t) DEFLECTIONS, 6PA~ AND REACTION.
e) METAL CONNECTOR PLATE TYFE, GAUGe, Sit!:, AND LOCATION.
h) LUMBER 51ZE, 5PECiE5, GRADE AND MOl6TURE CONTENT.
1) LOCATION AND CONNECTION DE61GN OF REQUIRED CONTINUOUS
LATERAL BRACING!.
J) TRU55 6FLiCE5 MUST BE DETAILED. THIS INCLUDES "PI('('Y
BACK" TRUMES.
I<) CONNECTION DETAILS: TRU55 TO BEARING, TRU65 TO TRU56,
TRU60 TO TRJ05 GIRDER. PIGCsY BACK TO TRU56, ETC.
I) BRACING: NOTE MINIMUM BOTTOM CHORD BRACING AND CR?&S
BRACING! REQUlREMENT5 BeLOlU.
1. DEFLECTlor 'UNLES5 NOTED OTHERWISE)
d) 6PA\ e LOAD: LE65 THAN OR EQUAL TO SP~/361'Zi.
b) 5PA'l TOT AI- LOAD, LEoS THAN OR EQUAL TO 6PAN/240.
6. FIRE RETARDANT WOOD 15 NOT AJ. L.OlUAiBLE.
~. OUF'PORTo: WOOD TRUMES oHALL BE DE51GI'<ED WITH AT LEAST ONE
HORIZONTAJOLLER. CONNECTION PER &PAN 60 THAT NO HORIZONT,\L
REACTIONS ; INDUCED ON 5UPf'ORT5 UNDER DEAD OR LIVE LOADS.
11'Zi. WOOD TRUo5ES MIJe>T BE CHECKED FOR WIND. WIND vELOCIT'f,
DE51GN veLOCITY PRE55URES, AND TYFE OF STRUCTURE FOR WND
MU5T BE 6HOUN ON THE 5U6MITTED 6HOF DRAWING5.
11. iRU56 ERECTOR IS RE5PON51BLE FOR ALL TEMPORARY BRACING C1=
TRU55 5YSTEM DURING CONSTRUCTION.
12. HANDLING, iNoTALLATION, AND 6RACING! OF lUOOD TRU55ES 5HALL BE
IN ACCORDANCE Wlnl "TPI I-~!;", FUBLISI--lED BY THE TRUM FLATE
INoTITUTE.
13. AlL lLiOOD TRUooE5 6HALL BE FASTENED TO THEIR 5UFFORTS WITH
APPROveD HURRICANE CLIPS OR STRAP5.
14. CONTRACTOR SHALL ORDER AND INOT ALL HURRICANE CLIPS OR STR,t"P5
FOR mE UPLIFT A'lD LATERAL FORCE5 6HOUJN ON THE 5UBMITTED uJOOl)
TRUSS DESIGN CALCULATIONS.
I:;. ALL CONNeCTION HARDWARE SHALL BE GAL VANIZED AND SUPFLIED BY
SIMP50N STRONG-TIE COMP~Y OR BY APPROYED EQU IVAL EN','
MA'lUFACTURER
16. ALL CONNECTION HARDWARE Ie TO BE FULL'r FASTENED PER
MA'lUFACTURER'e REQUIREMENTS WITH MAXIMUM NUMBER AND 51ZE NAILe
OR. BOL T5 UNLES5 NOTED OTHERWISE.
11. FILING OF FL'rWOOD ON lLiOOD TRUS5ES 16 NOT ALLOWED.
16. INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPRQPERl- Y
REPAIRED lLiOOD TRUo5E5 IS NOT ALLOlLED.
1~. IMPROPER OR UNAUTHORltED FIELD ALTERATIONS OF WOOD TRUMES 15
NOT ALLOt1ED.
21'Zi. ALL CONNECTIONS AND BRACING MUST BE INSTALLED BEFORE 6HEATHI~
THE ROQ!= OR FLOOR
21. lLiOOD TRU05 DEolGN ENGINEER t1J$T BE PROVIDED Wlnl A copy a:.
THESE DRAWINGS AND &PECIFICATIONS.
MASONRY
1. HOLLOW LOAD BEARING UNITS SHALL CONFORM TO ASTM C3~
NORMAL WEIGHT, TYPE II. MINIMUM NET COMPRESGIVE UNIT '
STRENGTH . \~0~ PSI. (NET AREA COMPRESSIvE MASONRY
STRENGTH fm = IB0~ PGI.)
2. MORTAR SHALL BE TYPE M OR 5 AND CONFORM TO A5TM
C210 (PROPORTION OR PROPERTY SPECIFICATION5)
.3. COAR5E GROUT SHALL CONFORM TO A5TM C41b,
a) 2B~~ PSI AT 28 DA'f5.
0) 1/4" MAXIMUM .t:>.CIGREGATE.
c) 8" .11" SLUMP.
4 CODES AND STANDARDS:
ACI !;.3~/A5CE!; "BUILDING CODE REQUiREMENT5 FOR
MA50NRY STRUCTURE5"
ACI !;30.1/AoCE b "5PECIFICATiONo FOR MA50NRY STRUCTUF?.ES"
!;. A REINFORCED MAGONR'f BOND BEAM 51--lALL BE PROviDED
iN ALL WALLS SHOI.lJN ON THE 5TR\;CTURAL DRAWING5 AT EACH
FLOOR, THE ROOF, AND AT THE TOP OF ANY PARAPET WALL
U5E GALVANIZED MESH-TYPE CELL CAP5. PROviDE CORNEi~
BAR5 AT ALL BEAM CORNERS TO MATCH HORIZONTAL BAR?
b. UNLE&5 NOTED OTHERWISE, BOND BEAMS SHALL BE A5 FOL _OLUO:
a) ROOF LEVEL: 8" x Ib" MINIMUM WITH (i) ~ TOP AND BCTTOM
IN GROUND KNOCKOUT BLOCKS.
1. vERTICAL BAR6 6l--lALL BE HELD IN P061TiON AT TI-lE TOP AND BOTTOM OF BAR6
~D AT 61.0" OC. MAXIMUM WITH A Mi"lIMUM CLEARANCE OF 112" FROM MASONRY.
THE CLEAR DIST A'lCE BET\1EEN BAR6 SHALL NOT BE LE&e THAN ONE BAR DIAMETER,
NOR LE55 TH~ I". CENTER BARS iN WALL€> U.N.O.
8. VERTiCAL REINFORCING &HALL BE A5 SHOUN ON THE DRAWING5. FILL CELL& WITH
COARSE GROUT A5 &~CIFIED. ~OvIDE ACI ~" DEGREe AS &PECIFIED. er ANDARD
HOOI<.O INTO FOOTiNGs AND ROOF BOND BEAM. LAP 6PLlCE vERTICAL REINFORCEMENT
ABOVE FOOTING UNLES5 NOTED OTHERWI6E.
'3. ALL REINFORCED FILL CELL5 ARE TO BE CLEAN AND FREE OF ANY
FOREIGN MATERIAL OR DEBRi€>.
10. REINFORCING BAR5 5i-1ALL. BE 5TRAIGHT EXCEPT FOR BENDS A~D
CORNERe AND UJHERE BEND6 OR HOOKS; ARE DETAiLED ON THE PLANe.
11. REINFORCING eA~5 5HALL Be LAPf'ED 48 BAR DIAMETERe WHERE
SPLICED A'lD 6HALL BE WIRED TCX:IETHER.
12. UMEN A FOJNDATION DOlUEL DOE5 NOT LINE UP WITl--i A VERTICAL CORE, IT 5l-1ALL
NOT BE 5LOPED MORE T~AN ONE HORIZONTAL IN elx vERTICALS. Dou..EL5 Si-1ALL
BE GlROJTED INTO A CORE N vERTICAL ALIGNMENT, EVEN TI--lO..JGH IT 15 AN
ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT.
13. ~OVIDE HORIZONTAL WALL REINFORCING! ~ GA GsAL VANIZED LADDER
T'r~ DUR-O-WALL (OR EQUIVALENT) AT 16" O.C.
14 ~OvIDE HORIZONTAL JOINT REINFORCEMENT AT DOOR5 AND WINDDWe FOR FI~5T
~D OECOND BLOCK COJReE ABOVE AND BELOUJ APERTURE ED6E.
lB. WIRE REINFORCEMENT OH.ALL BE LAPPED AT LEAST 6" AT 5PLICeS AND $HALL CONTAIN
AT LEAST ONE CROM WIRE OF EAC~ PIECE OF REINFORCEMENT IN THe LAPPED DI8TtlNCE.
lb. CLEAN o..Ji5 OHALL BE PROVIDED IN THE OOTT01 COAR5E OF MMCN~ IN EACH GRO..JT
FOUR UJHEN THE FOUR HEI6i-1T EXCEED5 !;I. CLEAN OJT& TO BE eAW-CUT 4" x 4".
11. GROUT FCtlR HEIGHT 5HALL NOT EXCEED 24'. FLACE GROUT IN :;' MAX. LIFT HEIGHTe.
18. CONOOLlDATE GROUT FCtlRe AT THE TIME 0= PLACEMENT BY ME~ANICAL.
MEANS AND RECONOOLlDATE AFTER INITIAL WATER L05S AND 5ETTLEMENT.
1'3. 5TORE BlOCK.$ ON PALLET5 AND COVER WITl--i VI~UEEN.
20. PLACE ALL MAe.oNRY IN RlJ'.l'NINGs BOND WITH 3/8" MORTAR JOINTS. PROViDE ca1PLETE
COvERAClE FACE 6HALL MORTAR BEDDiNGs, OORIZONT AI. AND vERTIC.AL. FULLY M01'1T AR
u,e6S IN ALL COJRSES OF FIER5, COLIJ1N5, AND PILASTERS AND .ADJACENT TO GROUTED CEllS.
21. MAe.oNRY IN5PECTION SHALL BE PROVIDED BY A QUAliFIED AGENT IN ACCO~ANCE WITl-4
tel ~31'Zi-1.5. INSPECTION 5ERvICES 6~ALl INCLUDE, BUT ARE NOT LIMITED TO, THE ~
IN PR06RE&5 A5 WELL AS MATERIALS, EQUIPMENT, AND PROCEDUREe.
22. A QUALiFIED TE5TING LABORATOR'( OHALL 6E RETAINED TO PElVO~ THE FOLLOWING TEeTS,
<')) 6AMPLE AND TE5T GROUT IN ACCORDANCE WITH ASTM CI(1)I~ FOR EACH
;'00(1) sa. FT. OF MASONRY.
b) 5LUMP TE&T - A5TM C143.
23. PROviDE en DEEP PRECAST RElt'fORCED CONCRETE LINTELS OYER ALL MASONRY OFENI~ NOT
6HOUN TO HAVE A 5TRUCTURAL BEAM. MINIMUM END BEARING. 8". LINTEL WIDTl-J
TO MATCi-1 MASoNRY WIDTH.
24. THE TOP OF PART I ALL"" CON5TROCTED WALLo 5HALL BE COVERED WITI-l VI5GlUEEN AT THE END
OF EACH lLiORK DAY AND WHENEvER RAIN OCCUR5.
6ENE~L NOTES
GENERAL CONDITION6,
ALL CON5TRUCTION AND MATE~'ALS 6l-1ALL BE IN ACCORDANCE WITH ALL APPLlCAeLE
NATIONAL, 5TATE, COUNT'r AND LOCAL BUILDING CODES AND 5TATUTE5. WHEN MORE
THAN ONE (I) COOE :e APPLICABLE TO THE LLIORK, CON5TRUCTION WILL CONfORM TO
THE M05T STRINGENT REQUIREMENT. UJI-l' THE REQUIREMENT OF Tl--lE CONTRACT
DOCUMENT6 EXCEED COOE REQUIREMEr. , (HE LLIORK 6l-1ALL CONFORM WITH T~E
CONTRACT DOCUMENTS.
Tl-lE CONTRACTOR 6HALL GIVE UJRITTEN NOTICE TO THE ARCHITECT OF A'ly
MATERIALS, EQUIPMENT OR DE516N FEATlJRE5 LUHICI-I I--lE eELIEvES TO BE INADEQUATE
OR UNSUITABLE, IN VIOLATION OF LAU.l5, 'INANCE5, OR RULE5 AND REc,uLATION5
OF THE AUTHORITIE5 HAVING! JURISDICTlvl, QVER THE LLIORK. AND OF ANY NECE&8AR'f
ITEM5 OR uJORK OMITTED FROM THE DRAWING5.
ALL LLIORK 5HALi.. f3E [NST ALLED IN COMFLI~CE WITl-1 ALL APPLICABLE LAu..6,
ORDINANCES, OR RULE6 AND RE6ULATION5 OF THE AUTHORITIES HAViNG JURI5DICTION
OVER THE uJORK, MINIMUM PRO~R.T'( STANDARDS, LOCAL AND STATE BUILDING CODES.
THE CONTRACTOR 6HALL OBTAIN ALL NECE65ARY APPROvAL5 FROM ALL AUTl--'ORITIE5
I-lAVING! JURI&DICTION.
THEee DOCUMENTS AND THE INFO~ATION CONTAINED HEREIN 5HALL. NOT eE
AL TERED IN ANY WAY eY THE CONTRACTOR OR THE OUNER, ALTERATION 5i-1ALL BE
MADE ONLY BY THE ARCHITECT OF RECORD.
THE DATA GIveN HEREIN A'lD ON THe DRAWING5 IS AS ExACT AS COULD BE eeCURED.
THEIR AB60LUTE ACCURACY IS NOT GUARANTEED AND THE CONTRACTOR 51-1ALL
06T AIN EXACT LOCATIONS, MEMUREMENT5, LEvELo, ETC. AT THE SITE AND SHALL
eATI~ACTORL Y ADAFT Hie LLIORK TO THE ACTUAL CONDITIONS OF THE BUILDING!.
DO NOT 5ACLE PRINTS. vERIFY ALL DIMEN61ON5 WITH THe ARCHITECT PRIOR TO
C01'11ENCING!lLiOl'K
THE CONTRACTOR 5HALL BE 60lEY RE5PON51BLE FOR SAFET'( ON THE PROJECT. IT
6HALL. Be THe RESPONSIBILITY OF THE CONTRACTOR TO COMA.. 'I" WITH AND TO
REQUIRE ALL 15T 5UBCONTRACTOR5 AND EMPLOYEES TO Ca1PLY WITH, ALL
REQUlREMENT5 OF THE U.5. DEPARTMENT Cf LABOR. OCCUPATIONAL 5AFET'r
AND HEALTH ACT OF 1~1(1) AND WITl-1 5ArET'r' A'lD RI6HT TO KNOW LAW n.lJClRKING
WITl-1 HAlAI"<D0J5 MATERIAL5 AND CHEMICALS).
CHAPTER 442 FLORIDA eT ATtlTE5.
QUALITY LLIO~AN6HIP WILL BE EXPECTED. THE GOOD APPfARANCE OF FINISHED
LLIO~ SHALL eE OF eQUAL IMPORTANCE WITl-1 ITe. MECf-1ANICAL EFFICIENCY. NO
'MAKESHifTS" WILL BE F'E~ITTED ANYLUHERE IN mE ~ AND ALL FORT IONS
a: THE I.l.J(';)RK SHALL BE 60 LAID OUT AND IN5T ALLED THAT THE lLiORK M A LUHOLE
IS OF UNIFO~, QUALlT'( A'lD APPfARANCE.
THE CONTRACTO..R Ie RE$PON$IBLE FOR THE MeAN5 AND METHODe. OF CONSTRUCTION
~D TO EN5URE THE eAFET'( OF Tl-le BUILDING UNTIL COMPLETE.
ALL 5UBCONT ACTOR5 SHALL uee ONLY 6KILLED CRArTOMEN, EXPERIENCED IN THE
UJO~ OF THeiR TRADE, TO EN5UR!: FIReT CLAS5 WORKMAN6HIP. ANY lLiORK NOT
EQUAL TO BEeT TRADE ST AND ARD & 5!-lALL BE REMOYED AND REPLACED AT NO
ADDITIONAL COST. 6HOJLD ANY 6UBCONTRACTOR REFUSE TO REMOVE AND REPLACE
UNeATI~ACTORY LLIORK THE CONTRACTOR SHALL REMOYE AND REPLACE IT, AND
CHAA::IE THE coeT TO THE SU6CONTRACTOR
MAINT AIN AREAS FREE OF WASTE MATERIALS, DEBRI5, AND RUBBI6H. MAINTAIN
THE SITE IN A CLeAN AND ORDERLY CONDITION. REMOVE DEBRIS AND RUBBI5~ FROM
FIPE Cl-1A5E5, PLENUMS, ATTlCO, CRAUJL 6FACE5, AND OTHER CL05ED OR REMOTE
5PACE5, PRIOR TO ENCL051NG THE 5PACE. BROOM A'lD vACWM ClEAN INTERIOR
AREAS PRIOR TO START OF 5URFACE FINI5HiNG!, AND CONTINUE CLEANING TO
ELIMINATE DIJe>T. REMOVE WASTE MATERIAL5, DEBRIS A'lD RUBBISH FROM 5fTE
\1EEKL Y A'lD DISPOSE OF Off-6ITE.
UNLEM OTHERlLII5E 5TIFULATED, THE CONTRACTOR 6i-1ALL c,uARANTEE ALL
MATERIALS, lLiO~AN5HIP, AND EQUIPMENT FOR A PERIOD OF ONE (I) YEAR
FROM THE DATE OF SUBeT ~TIAL COMPLETION, NOT FROM THE DATE OF
IN5T ALLATION OR 6T ART -UP OF THE EQUIPMENT.
l..FON COMPLETTION Q!= THE WORK THE CONTRACTOR &i-1ALL PROVIDE Tl--lE
FOLLOWING! ITEM6 TO THE O\lJNER.
A CERTIFiED STATEMENT TO THE EFt'ECT THAT ALL SAlE5 AND U&E TAXES Due TO THE
FEDERAL GOvERNMENT, 5T ATE, COJNTY AND lOR MUNICIFALIT'( HAve BEEN PAID.
TIE -I N - SURVEY
FINAL SURveY
RECORD DRAWINGe
OPERATION AND MAINTENANCE M~UAL5 (2 COPIEe OF EACH)
GUARANTEE5, WARRANTIES, A'lD ~D5 FOR EACH FIECE OF EQUiPMENT NOT
WARRANTED BY THE CONiRACTOR (2 COPIES EACH).
A LIST OF ALL OUBCONTRACTORo, INCLUDING ADDRE50ES AND TELEPHONES NUMeER5
&PARE PARTS AND MAINTENANce MATERIALS . /. {
CERTIFICATE 0= OCCUPANCY ~ S OD (ju. c. 0
23 5S We--rhxj~o~
REVISIONS
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Date: 04. 24. 00
Scale: AS NOTED
Project Mgr: MJR
Drawn: BLP
Job: 99-84
Sheet
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