HomeMy WebLinkAboutTemp00003 _ . _ . . __ _ _. ..
_ _ _ _ _ _ ._ _ . . _ _ __ . _ _ _ _
. _ _ __
-.
_ '�
�
�--
GENERAL NOTES
�
� = 2. 05 SIDEWALKS 1 . 09 MATERIAL, PERFORMANCE AND WORKMANSHIP SPECIFIED BY REFERENCE TO
� c� D . REFER TO ADDITIONAL REQUIREMENTS IN THE ROOF PLAN .
¢ DIV 'I5 M E C H A N 1 C A L & P L U M B 1 N G N 0 T E S ��V � F I N I S H E S N O T E S A. ALL CONCRETE SIDEWALKS SHALL SLOPE TO DRAIN AWAY FROM DOORS AND COMMERCIAL STANDARDS, FEDERAL SPECIFICATIONS, TRADE ASSOCIATION STANDARDS, O G E N E R A L
� FAGE OF BUILDING. OR OTHER SIMILAR STANDARDS, SHALL COMPLY WITH THE REQUIREMENTS IN THE
W E. NOT USED LATEST EDITION OR REVISION THEREOF, U .O. N . , AND WITH ANY AMENDMENTS OR
= B . ALL CONCRETE WALKS SHALL HAVE A MEDIUM BROOM FINISH UON ON THE DWGS. 0 01 DIMENSIONS•
'- 15. 01 SEE MECHANICAL DRAWINGS FOR MECHANICAL, PLUMBING AND FIRE PR�TECTION NOTES 9 . 01 SEE INTERIOR ELEVATIONS, REFLECTED CEILING PLANS, ROOM FINISH GROUPS SUPPLEMENTS THERE T0 IN EFFECT ON THE DATE OF ORIGIN OF THIS PROJECT'S • •
�- C. SEE SHEEf A0.4. 1 FOR ADDITIONAL ADA REQUIREMENTS F�R SIDEWALKS.
o AND ROOM FINISH SCHEDULE FOR WALL, CEI �ING AND FLOOR FINISHES. F. PROVIDE SUITABLE ISOLATOR BEfWEEN DISSIMIIAR MEfALS AND NON-COMPATIBLE CONTRACT DOCUMENTS. SUCH STANDARDS, EXCEPT AS MODIFIED BY THE CONTRACT A. INTERIOR PLAN DIMENSIONS ARE TO FACE OF GYPSUM BOARD , CONCRETE,
;_ 15. 02 FIRE PROTECTION SUBSTRATES MATERIALS TO PREVENT GALVANIC CORROSION AND OTHER D . SEE CIVIL AND LANDSCAPE DRAWINGS FOR LAYOUT DIMENSIONS OF SITE PAVING. DOCUMENTS SHALL HAVE FULL FORCE AND EFFECTS AS THOUGH PRINTED IN THE OR CONCRETE MASONRY UNIT CMU UNLESS A CENTERLINE GRIDLINE IS �
w A. COMBINED SPRINKLER/STANDPIPE SYSTEM PROVIDED THROUGHOUT. 9 . 02 CEILING/FLOOR ASSEMBLIES � E. SEE CIVIL, LANDSCAPE, ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND ' � � �
z B. SPRINKLER SYSTEM IS T4 BE APPROVED BY THE LOCAL PLUMBING/FIRE A. CEILING SUSPENSION SYSTEMS SHALL BE STABILIZED DETERIORATE EFFECTS. CONTRACT DOCUMENTS. INDICATED , WHICH WILL THEN INDICATE THE DIMENSION IS TO CENTER OF H I L L G L.. A Z I E R
EXTENT OF ROAD AND SIDEWALK. A R � H � T E � T S
AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE ELEMENT ( COLUMN WALL STUD ETC . . )
° AUTHORITY PRIOR TO INSTALLATION . G. WHERE GALVANIZED FLASHING AND FASTENERS ARE INDICATED , THEY F. SLIP- RESISTANT ACCESSIBLE PATHS AND RAMPS SHALL MEEf ADA COEFFICIENT 1 . 10 BUILDING PERMITS: ' ' ' ' ' 9 z 5 A L M A S T R E E T P A L 0 A L T 0 C A 9 4 3 0 ,
z C. REFER T0 FIRE SPRINKLER SYSTEM DRAWING FOR NOTES & REQUIREMENTS REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE IBC W SHALL BE HOT- DlPPED GALVANIZED . ELECTRO- PLATED COATING T E � s 5 0 . s , � . 0 3 6 6 F A X 6 5 0 . 6 1 7 . 0 3 7 3
OF FRICTION (C .O. F.) REQUIREMENTS B . EXTERIOR PLAN DIMENSIONS ARE TO FACE OF EXTERI �R GYP. SHEATHING, FACE OF
� THE LOCAL JURISDICTION . DEPRESS CONCRETE FLOOR SLABS AS IS NOT ACCEPTABLE AS A SUBSTITUTE. A . THE OWNER SHALL OBTAIN THE ARHITECTURAL BUILDING PERMIT ONLY.
� D . SEE REFLECTED CEILING PLANS FOR LOCATIONS OF SPRINKLER HEADS IN PUBLIC REQUIRED FOR FINISH FLOOR MATERIALS AND AS NOTED ON B . SEPARATE PERMITS REQUIRED FOR PEDESTRIAN PROTECTION , GRADING, DEMOLITION , CMU ( U . O. N ) , CONCRETE, AND/OR PRECAST AND NOT TO FACE OF FINISH (U . O. N . ),
� AREAS AND GUESTROOM AREAS 7. 04 WEATHERPROOFING UNLESS A CENTERLINE OR GRIDLINE IS INDICATED WHICH WILL TNEN INDICATE TNE
� ARCHITECTURAL DETAILS. A. PLUMBING, ELECTRICAL, MECHANICAL, FIRE PROTECTIQN , SIGNAGE, UTILITIES WORK, �
,�, ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTERFLASHING AND DIMENSION IS TO THE CENTER OF THE ELEMENT.
E. AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE DESIGNED IN AND AS REQUIRED BY THE LOCAL GOVERNING AGENCIES, SHALL BE OBTAINED BY .�� OF Cpt �,
� CLASS 1 STANDPIPE SYSTEM B ALL CEILING/FLOOR ASSEMBLIES SHALL MEET SPECIFIED STC AND IIC EXPANSION JOINTS SHALL BE CONSTRUCTED & INSTALLED IN SUCH A 2 06 RETAINING WALL DRAINAGE SEE EXTERIOR DETAILS FOR ADDITIONAL INFO. '
ACCORDANCE WITH THE 2003 EDITION OF NFPA 13. • MANNER TO MAKE THEM WEATHERPROOF. THE JUNCTION OF THE ROOF ' � THE OWNER, UNLESS ` OTHERWISE NOTED. �'��' ��� C . '�'.-�
� TO BE DESIGNED IN ACCORDANCE WITH NFPA 14, 2003 EDITION . THE CONTRACTOR RATINGS. ALL PENETRATIONS THROUGH SOUND- RATED CEILING/FLOOR A• PROVIDE 4 MINIMUM PERFORATED DRAINAGE PIPE BEHIND ALL BUILDING �� �'f��: a�
� SHALL SUBMIT SHOP DRAWINGS AND HYDRAULIC CALCS. OF AUTOMATIC FIRE AND VERTICAL SURFACES SHALL BE FLASHED AND COUNTERFLASHED IN „ C. NOT USED . C. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE
� ASSEMBLIES SHALL BE CAULKED WITH ACOUSTICAL SEALANT AND BE A MANNER TO MAKE THEM WATERPROOF. RETAINING WALLS. SLOPE 1 /4 MINIMUM PER FOOT TO DRAINAGE CONNEC110N
SPRINKLER TO �HE FIRE DEPARTMENT FOR APPROVAL PRIOR T0 WORK IN THE POINTS. SEE CIVIL CONTRACT DOCUMENTS. D , ANY ADDITIONAL IMPROVEMENTS FOR REfAIL & RESTAURANT SPACES SHALL REQUIRE THREE ( 3) WCHES FROM FACE OF ADJACENT PARTITION OR CENTERED � No.
� INSTALLED WITH FIRE STOPS. B SPACES SHALL BE SEALED CAULKED GASKETED OR WE�THER-STRIPPED �
FIELD. SHOP DRAWINGS SHALL BEAR STAMPED APPROVALS FROM ALL AUTHORIZED A SEPARATE BUILDING PERMITS AND IF REQUIRED, ELECTRICAL, MECHANICAL AND BETWEEN PARTITIONS ( UON ) . c-� ��5
° AGENCIES AND BY ANY OTHER AGENCIES WHOSE APPROVALS ARE REQUIRED BY C. A PROTECTIVE SHROUD CONSTRUCTED OF 5/8" TYPE ' X' GYP . BD. SHALL TO ELIMINATE AIR LEAKAGE' AND TO PREVENT WATER INFILTRATION .
`�' THE DRAWINGS AND SPECIFICATIONS. ALL OPEN JOINTS IN THE BUILDING EXTERIOR AROUND CONDITIONED PLUMBING PERMITS. ��'' �
o BE INSTALLED AT ALL RECESSED LIGHT FIXTURES WITHIN FIRE- RATED
D . ALIGNMENT TAKE PRECEDENT OVER DIMENSIONS. VERIFY ALL DIMENSIONS ��`�$ �' :, �� - �
c� CEILING ASSEMBLIES. 7. 05 FIRESTOP E. THE CONTRACTOR SHALL PROVIDE THE ARCHITECT AND THE OWNER COPIES OF � � � ����'�' ,, �; '" �
U, F. CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLEfE SYSTEM , FROM CONNECTION A. ALL FLOOR WALL AND CEILING GAPS & PENETRATIONS THROUGH DIV S C O N C R E T E UI ING PERMITS UNDER WHICH THE CONSTRUCTION OR INSTALLATION IS AND CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. `�� ,r . �,� y ,
� TO THE SITE WATER MAIN , T0 THE INTERIOR BUILDING PLUMBING. REFER TO D . SUSPENDED GYPSUM BOARD CEILING OF 10PSF MINIMUM MASS W SOUND ' ' ALL B LD ,, _;....•�
� SPECIFICATIONS. � FIRE RATED ASSEMBLIES SHALL BE SEALED WITH UL- LISTED FIRESTOPS TO BE PERFORMED.
o �► p ATTENUATION BATTS AND RESILIENT HANGERS SHALL BE INSTALLED IN OF THE SAME RATED FIRE RATING PERFORMANCE AS THE ASSEMBLIES. VRES ARE DIMENSION D TO WINDOW
G. AUTOMATIC FIRE SPRINKLERS MUST BE IN FULL OPERATIONAL USE AND ON E. EXTERIOR WINDOWS, DOORS, AND LOU � � EXP. DATE 07 31 07
� ALL MECHANICAL AND PLUMBING EQUIPMENT ROOMS NOTED ON DRAWINGS 3. 01 SEE STRUCTURAL DRAWINGS FOR STRUCTURAL CONCRETE REQUIREMENTS F. ALL REVISIONS REQUIRING PLAN REVIEW BY LOCAL BUILDING DEPARTMENT � �
� PRIOR TO FIXTURIZATION OF ANY SPACE. 7. 06 EXTERIOR WALLS CONSTRUCTION SHALL BE CONSTRUCTED TO ENSURE MAXIMUM AND OTHER GOVERNING AUTHORITIES SHALL BE SUBMITTED FOR REVIEW AND DOOR , AND LOUVRE ROUGH OPENINGS. CONTRACTOR SHALL CONFIRM
� TO ACHIEVE SOUND ISOLATION . 3. 42 SEE EDGE OF SLAB DRAWINGS (ES - series) FOR S(AB DIMENSIQNS, PENETRATIONS, ALL ROUGH OPENING REQUIREMENTS FROM THE WINDOW, DOOR ,
H . THE AUTOMATIC SPRINKLER SYSTEM SHALL HAVE A SUPPLY RISER WITH AN INTERIOR NOISE LEVELS OF 35d6. AND DEPRESSIONS. APPROVED BY APPROPRIATE JURISDICTION PRIOR TO ACTUAL WORK BEING
o : APPROVED INDICATING CONTROL VALVE AUTOMATICALLY MONITORED AND E. SLIP - RESISTANT FLOOR FINISHES SHALL MEET ADA REQUIREMENTS. PERFORMED. AND LOUVRE MANUFACTURERS .
f- INTERCONNECTED BY MEANS OF A TELEPHONE LEASE LINE SO AS TO INDICATE 3. 03 NO FLOORS TO BE POURED UNTIL ALL ELECTRICAL, PLUMBING, MECHANICAL,
� AN ALARM AT CENTRAL STATION PANELS AT ANY TIME WATER IS TRANSMITfED 9. 03 EXPOSED MECHANICAL & PLUMBING EQUIPMENT AND OTHER SERVICE INSTALLATIONS HAVE BEEN APPROVED BY THE ARCHITECTS 1 . 11 C�ORDINATION:
� THROUGH THE SYSTEM OR TNE SUPPLY VALVES ARE CLOSED. THE FIRE A. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, AND AND GOVERNING AGENCIES. - F. DO NOT SCALE DRAWINGS - THE CONTRAGTOR SHALL USE DIMENSIONS
� DEPARTMENT CONNECTION SHALL BE LOCATED AT A LOCATION DETERMINED BY A. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND
� THE FIRE DEPARTMENT. THE LIKE. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND 3. 04 CONCREfE FINISHING COORDINATION WITH OTHER CONTRACTORS TO ASSURE COMPLIANCE SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENT. NOTIFY
m FINISHED IN HOTEL AND CONDOMINIUM PUB �IC AREAS, UNLESS NOTED THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND .
L THE FIRE SPRINKLER SERVICE MUST BE EQUIPPED AND INSTALLED PER FIRE AS EXPOSED CONSTRUCTION ON DRAWINGS. A. TROWEL AND REfROWEL SLAB FOR SMOOTH FINISH WITH NO TROWEL MARKS WITH DRAWINGS AND SPECIFICATIONS, AND THE ACCURATE LOCATION
o DEPARTMENT SPECIFICATIONS AND DIRECTIONS . FIRE SPRINKLER CONTRACTOR SHOWING WHEREVER CONCREfE FLOOR IS EXPOSED. OF STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL, PLUMBING, G. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE,
z SHALL CONTACT THE FIRE DEPARTMENT FOR WATER DESIGN SPECS. ON B . ALL EXPOSED EXTERIOR METAL FITTINGS, FLASHING, CONDUIT, ETC. SHALL BE
>-- PAINTED WITH RUST- INHIBITOR PAINT TO MATCH ADJACENT SURFACES. DIV S D O 0 R S + W I N D 0 W S N O T E S B • INTERIOR CONCRE�E„ SLABS SHALL BE POURED LEVEL (UNLESS OTHERWISE ELECTRICAL, STAIRS, ELEVATORS AND MISCELLANEOUS EQUIPMENT. AND REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR INTERPREfATION AND
� UNDERGROUND CONNECTION. INDICATED) - 1 /4 TOLERANCE ON A 10 �0 EDGE IN ANY GIVEN DIRECTION . B . CONTRACTORS SHALL VERIFY SIZES & LOCATIONS OF ALL MECHANICAL, OR CORRECTIONS PRIOR TO INSTALLATION . COST OF CORRECTING WORK BASED
� ,- 15. 03 ACCESS PANELS C. THE FLOOR ADJACENT TO A DOORWAY SHA�L BE LEVEL FOR A DISTANCE OF PLUMBING, AND OTHER EQUIPMENT PADS AND BASES, AS WELL AS, ON MISINTERPRETATION BY CONTRACTOR OR UNREPORTED DIMENSIONAL
� 9 . 04 INTERIOR PARTITIONS 8. 01 SEE DOOR SCHEDULE FOR HARDWARE GROUPS FOR EACH DOOR . 5 FT FROM THE DOOR IN THE DIRECTION OF THE DOOR SWING AND SHALL POWER AND WATER , OTHER SERVICES, OR DRAIN INSTALLATIQN WITH DISCREPANCIES SHALL BE BORNE BY THE CONTRACTOR.
A. CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED BY PLUMBING, AIR
� CONDITIONING AND OTHER INSTALLERS AS REQUIRED BY CODE AND AS INDICATED A• ALL PARTITIONS EXTEND TO UNDERSIDE OF STRUCTURE UNLESS SEE SPECIFICATIONS FOR HARDWARE SPECIFICATIONS OF DOOR HARDWARE GROUPS. EXTEND NOT �ESS THAN 12 INCHES BEYOND EACH SIDE OF THE DOOR AND SHALL EQUIPMENT MANUFACTURERS AND VERIFY CONFORMANCE WITHIN
¢ NOTED OTHERWISE, BE 18 MIN . CLEARANCE PAST LATCH SIDE -0N THE PULL SIDE OF DOOR FOR 0. 02 CODES
�, IN THE DRAWINGS. 8. 02 DOORS AND FRAMES ARCHITECTURAL DOCUMENTATION BEFORE PROCEEDING WITH THE WORK .
FRONT APPROACH AND SHALL BE NOT MORE THAN 1 /2 BELOW LEVEL OF
. W B. CONTRACTOR SHALL SUBMIT LOCATIONS OF ALL ACCESS PANELS TO THE B . OFFSET STUDS WHERE REQUIRED , SO THAT FiNISH WALL SURFACE CESSIBILTY NOTES AND DETAILS C , THE CONTRACTOR SHALL PREPARE COORDINATED REFLECTED CEILING A. ALL WORK SHALL CONFORM TO APPLICABLE BUI �DING CODES AND LOCAL
= A . FRAMES SHALL HAVE MITRED CORNERS, WELDED AND GROUND SMOOTH AT JOINTS. DOORWAY THRESHOLD. SEE AC
�- ARCHITECT FOR REVIEW - PRIOR TO INSTALLATION . SHOP DRAWINGS FOR PUBLIC LEVELS - INDICATING THE LOCATIONS ORDINANCES AND REGULATIONS IN CASE OF ANY CONFLICT WHERE
WIL� BE FLUSH . JAMBS SHALL BE PRE- PUNCHED AND REINFORCED FOR ALL FINISH HARDWARE. - SHEEfS A0.41 TO A0.43. •
� C. NO ACCESS PANELS SHALL BE LOCATED IN PUBLIC AREA WALLS OR CEILINGS. SPRIN {� LER HEADS LIGHT FIXTURES
Q C. ALL GYPSUM WALL BOARD SHALL CONFORM TO CHAPTER 25 OF THE IBC B . ALL WOOD DOORS RATED AND NON - RATED SHALL HAVE STRAIGHT GRAIN , FREE OF DUCTS, MECHANICAL VENTS , , , SPECIFIED DOES NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE
� 15. 03 NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, EfC. , UNLESS OF ALL DEFECTS OR -KNOTS AND SHA�L BE PRIMED AND PAINTED, STAINED,
3, 05 COVER ALL CONCRETE SLAB SURFACES WITH CURING PAPER BEFORE POURING CEILING SOFFITS, CEILING MILLWORK , SPEAKERS , FIRE ALARM LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN .
w D . ALL INTERIOR WALLS AND PARTITIONS SHALL BE DESlGNED AND CONSTRUCTED ADJACENT CONCREfE SLABS OR ASPHALTIC CONCREfE PAVING . CONCRETE COMPONENTS , EXIT SIGNAGE, EfC . NOTIFY THE ARCHITECT OF ALL CONFLICTS.
SPECIFICALLY DEfAILED OR FINISHED AS SCHEDULED
�- ' TO RESIST ALL LOADS TO WHICH THEY ARE SUBJECTED TO BUT NOT LESS THAN ' CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY SPLASHING OF
� 15. 04 THE GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY WITH THE PLUMBING, A FORCE OF 5 POUNDS PER SQUARE FOOT APPUED PERPENDICULAR TO THE
C. WOOD FLUSH-TYPE DOORS SHALL BE 1 -3/4" TNICK MINIMUM WITH SOLID-CORE FRESH CONCREfE. B. ONE ( 1 ) COPY OF THESE CODES AND REGULATIONS SHALL BE IN THE
� CONSTRUCTION , SEE DOOR SCHEDULE FINISH & RATING. CONTRACTOR S FIELD OFFICE DURING CONSTRUCTION .
Q MECHANICAL AND ELECTRICAL CONTRACTORS THE SIZE AND LOCATION OF ALL PIPING, WALLS WITH L/ 120 OR L/240 PER ` MEfAL STUD SCHEDULE SHOWN ON 3. 06 DEPRESS CONCRETE FLOOR SLABS AS REQUIRED FOR FLOOR FINISH MATERIALS AND 1 . 12 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS
W DUCTWORK, TRENCHES, SLEEVES, SPECIAL BOLTING FOR EQUIPMENT CONDUITS, ETC. THE DRAWINGS . D . DOOR STOPS OF IN -SWINGING DOORS SHALL BE ONE- PIECE CONSTRUCTION WITH � S C. SEE SHEET A0.30 FOR CODE SUMMARY OF APPLICABLE CODES.
= AS NOTED ON ARCHITECTURAL DETA L .
�--- THROUGH AND UNDER CONCRETE SLABS PRIOR TO POURING OF FOOTING AND SLABS _ THE JAMB OR JOINTED BY RABBET T0 THE JAMB. A. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS
REFER TO MECHANICAL AND PLUMBING FOR ADDITIONAL NOTES AND REQUIREMENTS. E. ALL SOUND RATED PARTITIONS SHALL BE CONSTRUCTED TO MEEf SPECIFIED
' o STC RATING . GAPS, OPENINGS , ETC. WITHIN OR ALONG THE EQGES OF 3. 07 PROVIDE RAISED CONCREfE CURBS AT EXTERIOR ON -GRADE AND fNTERIOR WET ROOM NECESSARY FOR THE PROPER EXECUTION AND COMPLEfION OF THE WORK
15. 05 NOT IN USE. _ E, ALL DOOR AND FRAME ASSEMBLIES IN SOUND- RATED WALLS SHALL MEET WALLS AS NOTED ON THE DRAWINGS_ BY THE CONTRACTOR. THE CONTRACT DOCUMENTS INCLUDE DRAWINGS 0. 03 ABBREVIATIONS & SYMBOLS
v, SOUND RATED PARTITIONS SHALL BE CAULKED WITH AN APPOVED SPECIFIED STC RATING REQUIREMENT.
� AND SPECIFICATIONS PREPARED BY VARIOUS DESIGN AND ENGINEERING A. THROUGHOUT THE PLAN ARE ABBREVIATIQNS & SYMBOLS WHICH ARE '
o ACOUSTICAL SEALANT AND 4NSTALLED AS SHOWN ON THE DRAWINGS.
F, GROUT FILL DOOR FRAMES WHERE REQUIRED T0 MEET FIRE- RATING DIV 4 M A S 0 N R Y CONSULTANTS . THESE DRAWINGS AND SPECIFICATIONS ARE IN COMMON USE. THE LIST OF ABBREVIATIONS & SYMBOLS PROVIDED
� F. ALL RECESSED PANELS, ETC. WITHIN FIRE- RATED WALL SHALL BE COVERED REQUIREMENTS.
0 15. 06 ALL MECHANICAL AND PLUMBING EQUIPMENTS SHALL BE INSTALLED WITH SUITABLE COMPLEMENTARY AND SHALL BE TAKEN AS A WHOLE. WHAT IS REQUIRED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS
= FFLES ETC. T M ACOUSTIC WITH SHROUDS CONSTRUCTED OF A MINIMUM ONE LAYER OF 5/8' TYPE 'X' ALL GUESTROOM DOORS SHALL HAVE A MINIMUM SOUND RATING OF STC26. BY ONE CONSULTANT' S DRAWINGS OR SPECIFICATIONS SHALL BE AS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL
VIBRATION ISOIATORS, ACOUSTICAL ENCLOSURES, BA ,
� PERFORMANCE REQUIREMENTS AS NOTED IN THE CONTRACT DOCUMENTS AND AS GYP. BD. , U . O. N . . �' 4. 01 STONE BINDING AS IF REQUIRED BY ALL; PERFORMANCE BY THE CONTRACTOR DEFINE THE INTENT OF ANY IN QUESTION .
� REQUIRED BY ALL APPLICABLE REGULATIONS. 8. 03 HARDWARE SHALL BE REQUIRED TO THE EXTENT CONSISTENT WITH ALL THE
z A. SEE EXTERIOR AND INTERI�R ELEVATIONS AND PLANS, CNIL AND LANDSCAPE CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS 0. 04 ELEVATION DATUMS
9 . 05 CERAMIC TILE / STONE TILE A. ALL DOOR HARDWARE, ,
� 15. 07 ELEVATOR HOISTWAY VENTING SHALL BE PER IBC 3004. 1 SPECIALTY HARDWARE FINISH AND SMOKE- RATED DRAWINGS, AND ROOM FINISH SCHEDULE FOR EXTENT AND LOCATIONS OF BEING NECESSARY TO PRODUCE THE INDICATED RESULTSo
o A . ALL TILE INSTALLATION SHALL BE PERFORMED IN ACCORDANCE ASSEMBLIES SHALL BE APPROVED BY THE LOCAL FIRE MARSHALL AS STONE WORK. A. FLOOR PLAN DATUM ELEVATIONS ARE INDICATED ON THE FLOOR PLANS
Q WITH ACCEPTED CURRENT INDUSTRY STANDARD OF THE TILE GOUNCIL REQUIRED BY GOVERNING AGENCY CODES. B. ALL ROOF ELEVATIONS ARE REFERENCEQ FROM DATUM AS INDICATED
J 15. 08 A�� MECHANICAL AND PLUMBING SERVICE, DUCT, PIPE, CONDUIT, AND OTHER » _ n B. ORGANIZATION OF THE SPECIFICATIONS INTO DIVISIONS , SECTIONS AND
Q OF AMERICA (TCA) HANDBOOK FOR CERAMIC TILE INSTALLATION 2000 WITH B . PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOORS SERVING ROOMS, CORRIDORS, B . NOT USED ON FLOOR PLAN .
PENETRATIONS THROUGH FIRE RATED WALL , FLOOR, AND CEILING ASSEMBLIES ARTICLES , AND ARRANGEMENT OF DRAWINGS 1NT0 VARIOUS CONSU �TANT
� SHA�L BE SEALED W UL- LISTED FIRE STOPS HAVING THE SAME EFFECTIVE FIRE- THE BEST QUALITY IN CRAFTSMANSHIP. OR STAIRWAYS HANDLING AN OCCUPANT CAPACITY AS DEFINED IN IBC. C. CEILING HEIGHTS INDICATED ON THE REFLECTED CEILING PLANS ARE FROM
/ SEfS SHALL NOT CONTROL NOR GUIDE THE CONTRACTOR IN DIVIDIING THE
� B SEE INTERIOR DESIGN DRAWINGS FOR TILE LAYOUT OF WALLS AND FLOOR PATfERNS C NOT USED FINISH FLOOR T0 FINISH CEILING
o RATING PROTECTION AS THE ASSEMBUES. INSTALL FIRE DAMPERS AT DUCT AND VENT • C. ALL PIN -TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED ' WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF THE '
,�, OPENlNGS AS NOTED IN THE MECHANICAL AND PLUMBING CONTRACT DOCUMENTS. �• WHERE FLOOR DRAINS OR FLOOR SINKS OCCUR , ALL FINISH FLOORS AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON - REMOVABLE HINGE PINS. WORK TO BE PERFORMED �Y ANY TRADE. DIVISION OF THE WORK
= SHALL SLOPE TO DRAIN IN ADDITION , THEY SHALL HAVE A MINIMUM 1 /4 IN . DIAMETER STEEL JAMB STUD 0. 05 ACCESSIBILITY STANDARDS
�- ' BETWEEN THE CONTRACTOR AND SUBCONTRACTORS SHALL BE THE
,�, 15. Q9 MECHANICAL OR PLUMBING PANEL, ETC. RECESSED INTO ANY FIRE- RATED D . ALL FLOORS IN PUBLIC AND WET AREAS SHALL BE OF A NON-SLIP SURFACE WITH 1 /4� MINIMUM PROJECTION UNLESS THE HINGES ARE SHAPED TO PREVENT �
� ASSEMBLIES SHALL NOT IN ANYWAY REDUCE THE ASSEMBLY'S FIRE RATING WITH A STATIC COEFFICIENT OF FRICTION C.O, F. OF 0. 60 FOR ACCESSIBLE ROUTES REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED. DIV � W � 0 D + P L A S T I C S N 0 T E S RESPONSIBILITY OF THE CONTRACTOR AND BASED ON THE CONTRACTOR S A. SEE ACCESSIBILTY NOTES AND DETAIL SHEEfS FOR ACCESSIBILTY REQUIREMENTS.
�- � � DETERMINATIONS . SEE SHEETS A0.41 , A0.42, AOo43 .
� PERFORMANCE AND STRUCTURAL INTEGRITY. AND 0.80 FOR RAMPS lN COMPLIANCE WITH THE AMERICANS WITH DISA8IUTIES ACT
�, D . ALL INTERIOR DOORS SHALL HAVE LATCHSEi'S CAPABLE OF HOLDING THE DOOR B. ONE ( 1 ) COPY OF LOCAL ACCESSIBLITY REGULATIONS THE AMERICAN �
� 15. 10 PLUMBING PIPES SNALL BE INSTAI.LED WITH SUITABLE HAMMERING ARRESTOR , (ADA) REQUIREMENTS. SHUT AGAINST FIRE FOR 25 MINUTES MNINIMUM, U .O. N . 6 . 01 SEE INTERIOR DESIGN DRAWINGS FOR PUBLIC AREA AND GUESTROOM MILLWORK. '
c� C. UNLESS OTHERWISE STATED IN THE CONTRACT DOCUMENTS , WORDS WHICH WITH DISABILITY ACT (ADA) AND CORRESPONDING INTERPERATIVE MANUALS SHALL BE �
ISOLATION HANGERS AND EXPANSION SLEEVE CONNECTOR TO PREVENT SOUND E. CLEVAGE MEMBRANE BETWEEN TILE OR STONE FLOOR MORTAR BED OR THIN SEt & E. AN ACCESSIBLE MORTISE OR RIM TYPE CYLINDER LOCK INSTALLED W A HOLLOW � 0
z METAL DOOR SHALL BE PROJECTED BY CYLINDER GUARD IF THE CYLINDER fi . 02 ALL WOOD NOTED ON DRAWINGS TO BE FIRE-TREATED SHALL BE FIRE- REfARDANT HAVE WELL- KNOWN TECHNICAL OR CONSTRUCTION INDUSTRY MEANINGS IN THE CONTRACTOR S FIELD OFFICE DURING CONSTRUCTION. Q
� TRANSMISSION OF PLUMBING NOISES> SUBSTRATE SHALL BE INSTALLED PER TCA STANDARDS,
PROJECTS BEYOND THE FACE OF THE DOOR OR IS ACCESSIBLE BY GRIPPING TOOLS. WOOD F. R.T PER UBC REQUIREMENTS. ARE USED IN THE CONTRACT DOCUMENTS IN ACCORDANCE WITH SUCH C, ALL PUBLIC AND EMPLOYEE AREAS SHAL� BE ACCESSI �LE, THE CONTRACTOR U� �
= 15. 11 All GUESTROOM BATHROOM VENTILATORS SHALL HAVE NOISE F. ACOUSTIC MATTING SHALL BE INSTALLED UNDER ALL FLOOR AREAS WITH TILE � � RECOGNIZED MEANINGS . A OTIFY THE ARCHITECT OF ANY DISCREPENCIES BETWEEN THE DRAWINGS �"'�
AND STONE FINISHES OVER OCCUPIED SPACES BELOW TO REDUCE SOUND AND F. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 IN . SH LL N , , •a �� �
� : � RATING OF Q.6 SONES OR �EiTER. AND 44 IN . ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND 6 . 03 THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL BOLTS, NAILS, FRAMING CLIPS, AND/OR FIELD CONDITIONS AND THE ADA / LOCAL REGULATIONS. _ ; ',o �
z IMPACT NOISE TRANSMISSION THROUGH SQUND- RATED FLOOR/CEILING ASSEMBLIES. WASHERS, PLATES, HANGERS , EfC. , FOR A COMPLEfE INSTALLATION WHEfHER OR NOT � # . W Q
_
� 15. 12 EXPOSED PIPING LOCATED IN NON -CONDITIONED ATfIC, VOID SPACE AND SOFFITS SHALL ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH
g `� G. FLOOR EXPANSION JOINTS SHALL BE INSTALLED WHERE TILE AND STONE WORKS SINGLE EFFORT BY LEVER TYPE HARDWARE BY PANIC BARS PUSH-PULL ACTIVATING SPECIFIED OR INDICATED ON THE DRAWINGS. � �',(� („�
��^ � BE INSULATED TO PREVENT THEM FROM FREEZING. ABUT RESTRAINING SURFACES I. E. PERIMETER WALLS, DISSIMILAR FLOORS, CURBS, ' ' 0. 06 DRAWING NOTATIONS
Q ( BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING �
COLUMNS, PIPES, & CEILINGS) AND WHERE CHANGES OCCUR IN BACKING MATERIALS THE ABILITY TO GRASP THE OPENING HARDWARE. �OCKED EXIT DOORS SHALL 6 . 04 WOOD BLOCKING 1 . 13 TESTING �-I .
Q 15. 13 ROUTING OF MECHANICAL AND PLUMBING DUCTS, CONDUITS, EQUIPMENT, CHASES, ETC. OR SUBSTRATES . EXPANSION JOINT LOCATIONS WIDTH AND PLACEMENT SHALL OPERATE IN THE EGRESS DIRECTIONe A. THE DRAWINGS INDICATE LOCATIONS , DIMENSIONS , AND IYPICA� DETAILS OF
-- - Ao PROVIDE W000 BLOCKING FOR MILLWORK, WINDOW AND DOOR JAMBS . A. THE OWNER AND OR ARCHITECT RESERVE THE RIGHT TO HAVE TESTS MADE WHEN . . �
' � ON THE ROOF SHALL BE REVIEWED AND COORDINATED WITH THE ARCHITECT PRIOR TO MEEf TCA RECOMENDATIONS AND THE CONTRACT DOCUMENTS. � CONSTRUCTION . THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION . WORK �
� ,� � G. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR DEEMED NECESSARY. SHOULD THE ARCHITECT ORDER SPECIAL TESTING OR
�-- - � <c INSTALLATION . Be WHERE PERMITTED BY IBC AND LOCAL REGULATIONS, FIRE-TREATED WOOD NOT EXPRESSLY DETAILED SHALL BE OF CONSTRUCTION AND QUALITY SIMILAR O ~✓
� 9 . 06 INTERIOR FINISH FLAME RETARDANT REQUIREMENTS EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH INSPECTION OF A QUESTIONABLE PART OF THE WORK WHICH REVEALS DEFECTS TO PARTS THAT ARE DETAILED. WHERE DISCREPANCIES OCCUR, THEY SHAL� BE [TJ
EFFORT BEING APP �IED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER BLOCKING MAY BE USED WITHIN FIRE- RATED WALLS AND ASSEMBLIES. N�T IN CONFORMIIY WITH THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL
w A . INTERIOR FINISHES AND FLAMEPROOFING MUST CONFORM TO THE REQUIREMENTS � PAY THE COST OF SUCH SPECIAL TESTING OR INSPECTIONS INCLUDING THE REPORTED TO THE ARCHITECT FOR RESOLUTION BEFORE PRECEEDING WITH ^
~ OF CHAPTER 7 , INTERNATIONAL BUILDING CODE. PtATE OF SLIDING OR FOLDING DOORS, COMPENSATING DEVICES OF AUTOMATIC C. BLOCKING SHALL BE INSTALLED WITHIN WALLS FOR STAIR HANORAIL, GRAB BAR, ARCHITECT'S EXTRA SERVICES MADE NECESSARY THEREBY. OTHERWISE THE OWNER THE WORKe
�= DOOR �PERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN CABINEfRY, PICTURE FRAME, SHELVING, WALL- MOUNTED EQUIPMENT, EfC.
� FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY AND AS NOTEQ IN THE DRAWINGS. SHALL BEAR SUCH COST.
B . ALL DECORATIVE MATERIALS ARE REQUIRED TO �E MAINTAINED IN A FLAME- B. DRAWINGS OR DETAILS NOTED AS "TYPICAL" (OR "TYP") MEANS IDENTICAL FOR
o BE INCREASED NOT TO EXCEED 15 POUNDS. B . TESTS SHALL BE MADE IN ACCORDANCE WITH RECOGNIZED STANDARDS BY A ALL SIMILAR CONDITIONS . DRAWINGS �R DEfAILS NOTED AS "SIMILAR" (OR "SIM ")
z RETARDANT CONDITION , PER CHAPTER 7 - IBC. 6 . 05 NOT USED
Q COMPEfENT, INDEPENDENT TESTING LABORATORY. ANY MATERIAL FOUND DEFECTIVE
H . ALL PRIMARY ENTRANCES SHALL BE ACCESSIBLE, DOORS AND HARDWARE MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFICATION
�, 9 . 07 PROVIDE SUITABLE ISOLATOR BETWEEN DISSIMILAR METALS AND SHALL COMPLY WITH CHAPTER 11 OF IBC AND ADA. OR NOT IN CONFORMIIY WITH SPECIFICATION STANDARDS SHALL BE PROMPTLY OF DIMENSIONS AND ORIENTATIONS OF PLANS AND ELEVATION IS REQUIRED.
� 6 . 06 NOT USED
z NON - COMPATIBLE SUBSTRATES/ MATERIALS TO PREVENT GALVANIC � REPLACED OR REPAIRED AT THE EXPENSE OF THE CONTRACTOR. SAMPLES
� CORROSION , STAINING AND OTHER DETERIORATIVE EFFECTS. I . ALL DOOR THRESHOLDS (WHERE OCCURS) SHALL NOT EXCEEQ 1 /2 W HEIGHT. FOR TESTING WILL BE FURNISHED BY THE CONTRACTOR AND SELECTED „ ��
Q 6 . 07 ALL WOOD MEMBERS AND FINISH AT EXTERIOR OR INTERIOR WET AREAS SHALL BE C. THE WORD PROVlDE SHALL MEAN FURNISH AND INSTALL, COMPLEfE AND IN PLACE.
� AS DIRECTED BY THE ARCHITECT.
o J, EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY PROTECTED FROM WEATHER AND HUMIDITY BY PRESSURE TREATMENTS OR FIELD
_, OR ANY SPECIAL KNOWLEDGE OR EFFORT WITH PANIC HARDWARE AS REQUIRED. APPLICATION OF SUITABLE PRESERVATIVES, STAINS , OR PAINTSo 1 . 14 INSPECTIONS AND CERTIFICATES OF COMPLIANCE p. UNLESS OTHERWISE NOTED, ALL ' ROUGH - SAWN TRIM AND LUMBER SIZES ARE
Q FLUSH BOLTS OF ANY TYPE ARE PROHIBITED. ( IBC, CHAPTER 10) INDICATED BY NOMINAL DIMENSIONS, U .O. N . ON THE DRAWINGS
6 . 08 REFER TO INTERIOR DRAWINGS AND SPECIFICATIONS FOR WOOD VENEER, WOOQ A. THE CONTRACTOR SHALL INFORM THE LOCAL FIRE DEPT. OF THE REQUIRED FINAL :
8. 04 WINDOWS AND GLASS SLIDERS FLOORING AND ARCHITECTURAL WOOD WORK REQUIREMENTSe INSPECTION AND SCHEDULE SUCH INSPECTION 24 HRS. IN ADVANCE. DIV 1 G E N E R A L C 0 N D I T I O N S
A. ALL MOVABLE WINDOWS AND SLlDING GLASS DOORS SHALL BE EQUIPPED WITH A 6 . 09 �GREEN » LUMBER OR TIMBER SHALL NOT BE USED. THE MAXIMU �I MOISTURE Ba T H E C O N T R A C T O R S H A L L S I G N A N D S U B M I T T 0 T H E L O C A L D E P A R T M E N T O F B U I L D I N G
LOCKING DEVICE AND SHALL BE CONSTRUCTED IN A FASHION TO RESTRICT THEM AND SAFEfY A CERTIFICATE 0� COMPLIANCE STATiNG THAT THE WQRK HAS
. D I V 1 6 E L E G T R 1 C A L & L I G H T I N G N 0 T E S D I V 1 O S P E C 1 A L t T 1 E S N O T E S CONTENT OF ALL LUMBER PRODUCTS SHALL NOT EXCEED 19�, UNLESS MORE BEEN PERFORMED AND MATERIALS INSTAL�ED ACCORDING T0 THE PLANS AND
FROM BEING LIF7ED OUT OF ITS TRACK WHEN IN CLOSED POSITION . 1 , 01 TNE ENTIRE WORK PROVIDED FOR HEREIN IS TO BE CONSTRUCTED AND FINISHED IN
STRINGENT REQUIREMENTS IS NOTED. MAXIMUM MOISTURE CONTENT FOR INTERIOR SPECIFICATIONS AFFECTING NON -RESIDENTIAL AND, IF REQUIRED, RESiDENTIAL
B . ALL OPERABLE WINDOW AND SLIDING GLASS DOOR MUST BE PROVIDED WITH A TRIM , CABINETY AND ARCHITECTURAL WOOD WORK SHALL BE 8�. EVERY PART JN A GOOD AND SUBSTANTIAL MANNER IN ACCORDANCE WITH THE
16 . 0 UIREMENTSo SAFEIY BLOCK OR LATCH TO PREVENT THE WINDOWS OR SLIDERS FROM OPENING ENERGY CONSERVATION REQUIREMENTS
1 REFER TO ELECTRICAL DRAWINGS FOR ADDITI�NALS N�TES / REQ TO THE FULL INTENT OF THE SAME ANY WORK
10. 01 FIRE EXTINGUISHERS n ' DRAWINGS AND SPECIFICATIONS, .
. GREATER THAN 4 . 6 . 10 FIRE RETARDANT TREATED WOOD SHALL HAVE A FLAME SPREAD RATING OF 25 OR C. BEFORE THE BUILDING MAY BE OCCUPIED, INSTALLATION CERTIFICATES FOR RE UIRED BY tAW BUT WHICN MAY NOT BE SPECIFICALLY MENTIONED BY LAW,
16 . 02 EXITS SHALL BE ILLUMINATEQ AT ANYTIME THE BUILDING IS OCCUPIED
A. PROVIDE PORTABLE CLASS 2A. 1OBC FIRE EXTINGUISHER LOCATED WITHIN Q �
_ - - - - FIRE TREATED WOOD MANUFACTURED DEVICES REGULATED BY THE APPLIANCE STANDARDS SHALL BE
_ SEVENTY FIVE 75 FEEf FROM ANY POINT WITHIN THE SPACEe IN ALL KITCHEN C. ALL EXTERIOR WINDOWS AND SLIDERS SHALL �E WEATHER STRIPPED LESS WHEN TESTED TO ASTM E 84 AND ASTM D 2898. SHA�L BE DONE BY CONTRACTORS IN ACCORDANCE WITH THE LAWS OF THE COUNTY,
WITH A LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT � )
AREAS PROVIDE FIRE EXTINGUISHERS OF A MINIMUM OF 40-6C CLASSIFICATION . HEEtS FOR GLAZING TYPE. ISSUED TO THE ARCHITECT, THE OWNER AND THE LOCAL BUILDING DEPARTMENT.
CANDLE AT FLOOR LEVEL BUILDING CODE 1012 � SEE ELEVATION S SHALL HAVE NO INCREASE IN FIRE HAZARD CLASSIFICATION WNEN TESTED FOR 30 THE CERTIFICATES SHALL: DISTRICT, OR STATE UNDER WHICH JURISDICTION MAY COME AND COST SHALL BE
PROVIDE ADDITIONAL P4RTABLE F1RE EXTINGUISHERS AS REQUIRED BY THE FIRE 411NUTE DURATION . R E BY CONTRACTORS. ANY SUCH WORK SHALL BE DONE IN CONFORMANCE
16 . 03 MINIMUM LIGHTING LEVEL WATTAGE AND REDUCTION CONTROL SHALL DEPARTMENT FIELD INSPECTOR. D: NOT USED BO N
C R CE WITH IBC AND NEC . 1 , IDENTIFY FEATURES REQUIRED TO VERIFY COMPLIANCE W/ APPLIANCE STDS . WITH THE PLAN ; BOTH AS T0 MANNER AND APPEARANCE. ALL WORK SHALL BE
BE PROVIDED IN A CO DAN E. EVERY SLEEPING ROOM WINDOW BELOW TNE FOURTH STORY SHALL HAVE AT LEAST
6 .11 DO NOT INSTALL FINISH CARPENTRY AND BUILT- IN CABINETRY WORK UNTIL REQUIRED 2. INCLUDE A STATEMENT INDICATING THAT THE INSTALLED DEVICES CONFORM DONE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE IBC THE AMERICANS
16 . 04 LIGTHING LAYOUTS SHOWN ON ARCHITECTURAL DRAWINGS SHALL TAKE 10. 02 SIGNAGE ONE OPERABLE WINDOW FOR EMERGENCY ESCAPE OR RESCUE OF MINIMUM NET � � �
» ,� TEMPERATURE AND RELATIVE HUMIDIIY CONDITIONS HAVE BEEN STABILIZED AND WILL T� TNE APPLIANCE STANDARDS AND TNE REQUIREMENTS FOR SUCH DEVICE$ OCAL
PRECEDENCE OVER ELECTRICAL DRAWINGS. A. EXIT SIGNS WHERE NOTED SHALL BE WORDED EXIT IN LETTERS SIX INCHES HIGH 0 IN . W MINIMUM WITH WITH DISABILITY ACT (ADA) AND OTHER REGULATIONS AS REQUIRED BY THE L
CLEAR OPERABLE AREA OF 5.7 SQ. FT. . ( 24 IN . H X 2 ) BE MAINTAINED IN INSTALLATION AREAS. IN THE PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL AGENCY.
16 . 05 NOT USED AND SNALL CONFORM WITH GOVERNING BUILDING CODES , ADA, AND OTHER Sll.� HE�GHT NOT GREATER THAN 44 IN. ABOVE FlNISHED F�oOR PER IBC SECTION GOVERNING AGENCIES.
APP�ICABLE REGULATIONS. PROVIDE JLLUMINATED EXIT 5fGN5 WHEftE NOTED AND/OR 1025.3. 6. 12 NOT USED D . THE SOILS ENGINEER SHALL BE REfAINED TO PROVIDE OBSERVATION
REQUIRED BY CODE. ILLUMINATED EXIT SIGNS SHALL BE LIGHTED AND WIRED ON TESTING SERVICES DURING THE GRADING AND FOUNDATION PHASE OF CONSTRUCTION. � • �� NOTHING IN THE DRAWINGS AND TNE SPECIFICATIONS SHALL BE INTERPRETED AS
SEPARATE CIRCUIT. SEE ELECTRICAL PLANS AND CNAPTER 10 OF IBC 6 . 13 ACOUSTIC MATTING/PAD SHALL BE INSTALLED UNDER ALL WO�D FLOORING OVER INSPECTION AND TESTING REPORTS SHALL BE SUBMITTED TO THE LOCAL PERMITTlNG VIOLATION OF ALL APPLICABLE CODES GOVERNING CONSTRUCTIONS AND,
16 . 06 ALL EXTERI4R OOORS TO BUILDING SHALL BE EQUIPPED WITH AN B . PROVIDE EXIT STAIRWAY SIGNAGE AS REQUIRED BY IBC . OCCUPIED SPACES BELOW TO REDUCE SOUND AND IMPACT NOlSE TRANSMISSION BUILDING DEPARTMENT. WHERE CONFLICT OCCURS, THE APPUCABLE CODES SHAL� GOVERN, EXCEPT WHERE
ILLUMINATION DEVICE CAPABLE OF PROVIDING A MINIMUM OF ONE ( 1 ) C. PROVIDE A ROOM OCCUPANCY SIGN FOR ANY ROOM :OR SPACE THAT EXCEEDS 8. 05 GLAZING THROUGH SOUND RATED FLOOR/CEILING ASSEMBUES.
SUPERIOR CONSTRUCTION WORK AND MATERIAL ARE SPECiFIED OR INDICATED. SUCrI � 5 S U E D F o R
-,� FOOT CANDLE OF MAINTAINED ILLUMINATION AT GROUNQ LEVEL AN OCCUPANT LOAD OF MORE THAN 50 AS DIRECTED BY THE BUILDING 1 . 15 MISCELLANEOUS CONFLiCTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATIONS. 04/07 f 06 PROGRESS CD SET
� DURING HOURS OF DARKNESS. A. ALL GLASS AND GLAZING SHALL CONFORM TO CHAPTER 24 OF THE IBC. A THE CONTRAGTOR SHALL PROVIDE PEDESTRIAN PROTECTION '& WORK SITE SAFETY
DEPARTMENT. ,
B . THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL �V 7 T H E R M A L + M 4 i S T U R E N O T E � MEASURES AS RE UIRED IN THE IBC OSHA 8c LOCAL REGUlATIONS. 1 . 03 THE DRAWINGS AND SPECIFICATIONS: THESE DRAWINGS AND SPEClFICATIONS COVER d5/ 12 f 06 SUMMARY PERMIT SET
16 . 07 EXIT SIGNAGE SHA�L BE PROVIDED THROUGHOUT THE BUILIDING D . ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY THE OWNER � Q ' 05/LL/07 PLAN CHECK RESUBMITfRL
PROVIDING A CLEAR INDICATiON OF THE Dir�ECTiON OF GLAZING STANDARDS AND GLAZING SUBCONTR ��TOR SHALL BE THE FIJRNISNING ANQ iNSTALLATION OF ALL MATERlALS ANa WORK AS CALLED FOR -
EGRESS TRAFFIC. RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS, IF GLAZING Be THE CONTRACTOR SHALL COMPLY WITN REQUIREMENTS FOR THE STORAGE pN THE DRAWINGS OR IN THE SPECIFICATIONS (OR IN BOTN) WNICH ARE BOUND 07/ 18/07 CONSTRUCTION SET
SUBCONTRACTOR FINDS INFORMATION IN THE DOCUMENTS NOT IN 7. 01 WATERPROOFING AND HANDLING OF HAZARDOUS MATERIALS AS REQUIRED BY THE ENVIRONMENTAL SEPARATELY AND ARE A PART OF THE CONTRACT. INTERIOR DESIGN , STRUCTURAL,
16 . �8 ALL. ELECTRICAL EQUIPMENTS SHALL BE INSTALLED WITH SUITABLE VIBRATION 10. 02 BUILDING ADDRESS SIGNAGE PROTECTION AGENCY (EPA) AND LOCAL ORDIMANCES.
T� COMPLIANCE WITH THE STANDARD , HE SHALL BRING DISCREPANCIES A. THE CONTRACTOR SHALL WATERPROOF MASONRY AND CONCRETE PLANTER MECHANICAL, PLUMBING, ELECTRICAL, AUD(O jVISUAL, LIGHTING, KITCHEN & LAUNDRY,
_ , ISOLATORS AND ACOUSTICAL ENCLOSURES, BAFFLES, ETC. T0 MEET ACOUSTIC TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. NO CLAIMS
MA UI EME TS AS NOTED IN THE CONTRACT DOCUMENTS AND A. STREET ADDRESS NUMBERS SHALL CONFORM TO THE FOLLOWING: WALLS , RETAINING WALLS, FOUNDATIONS, BALCONIES, AND AT LOCATIONS LANDSCAPE, WATER FEATURE, AND C1VIL DRAWINGS ARE SUPPLEMENTARY TO THE
PERFOR NCE REQ R N 1 . NUMBERS SHALL BE NO SMALLER THAN 8n EIGHT INCHES IN HEIGHT, WITH FOR EXTRAS FOR COMPLYING WITH THE STANDARD WILL BE ENTERTAINED AS NOTED IN THE CONTRACT DOCUMENTS. DIV 2 S I T E W O R K ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH
ALL APPUCABLE REGULATIONS. WIDTH PROPORTIONATE TO HEIGHT. ( � REGARDLESS OF THE CONTENT OF THE DRAWINGS AND SPECIFICATIONS. CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS PRIOR TO SUBMITTING
B . THE CONTRACTOR SHALL WATERPROOF THE EN11RE ACCESSIBLE
16 . 09 ALL ELECTRICAL, COMMUNICATIONS, AND OTHER OUTLET BOXES WITHIN 2. NUMBERS SHALL BE OF A COLOR IN CONTRAST TO TNAT OF THE C. ALL GLASS DOORS AND FIXED GLASS LESS THAN 18" ABOVE THE FLOOR UNE GUESTROOM BATH AND SHOWER AREAS SPA AND OTHER WET AREAS THEIR BID AND BEFORE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN
SHALL BE APPROVED SAFET`( OR TEMPERED GLASS. ' 2. 01 SEE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, THE ARCHITECTURAL AND THE CONSULTING ENGINEER(S) DRAWINGS SHALL BE
SOUND- RATED OR PARTY WALLS SHALL BE KEPT ONE STUD BAY APART BACKGROUND UPON WHICH THEY ARE MOUNTED. OVER OCCUPIED SPACES. ON °SITE UTILITIES , SITE IMPROVEMENTS, AND SITE REfAINING WALLS. �
AND ENCLOSED WITH ACOUSTICAL PAD. 3. NUMBERS SHALL BE LOCATED ON: D . WIRE GLASS SPECIFIED IN DOORS OR WINDOWS SHALL BE SET IN A METAL BROUGHT TO THE ARCHITECT S ATTENTION BY WRITTEN REQUEST FOR CLARIFICATION .
ae A SIGN LOCATED NEAR THE ENTRANCE TO THE BUILDING OR COMPLEX FRAME WITH AN AREA NOT TO EXCEED 1 , 296 SQ. INCHES PER LITE. �• ALL WATERPROOFING SHALL CONFORM TO CHAPTER 1 � OF THE IBC. 2. p2 SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION . ANY WORK OMITTED OR INSTALLED IN CONFLICT WITH ARCHITECTURAL DRAWINGS
16 . 10 REFER TO THE ELECTRICAL DRAWINGS AND SPECIFICATION FOR LOCATION , EXTENT WITH STREET NUMBERS ANQ NAME OF COMPLEX ON IT, OR Eo NOT USED D . WATERPROOFING MEMBRANE SHALL HAVE A MAXIMUM ABSORPTION RATE OF 2% OR SHALL BE PERFORMED OR CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE
AND DESIGN OF ELECTRIC SNOW MELT SYSTEM AND HEAT TRACING. ROOF EAVES, ROOF 2. 03 EXCAVATION / GRADING REQUIREMENTS
b. ON A PROMINENT PORTION OF THE BUILDING NEAREST THE STREEf SO LESS AND A PERMANENCE OF 0. 2 TO 0. 5 PERMS. AND AT NO EXPENSE T0 THE OWNER OR ARCHITECT.
METAL FIASHINGS, EXPOSED GUTfERS, DOWNSPOUTS, RAIN WATER LEADERS, OVERFLOW Fe NOT USED A.
THAT THE NAME AND/OR NUMBER CAN BE EASILY SEEN FROM THE THE GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT SHALL
SCUPPER OUTLETS ,TRENCH DRAINS, AND OTHER ITEMS NOTED ON THE DRAWINGS SHALL STREEf FRONTING ON THE PROPERTY. G. NOT USED E. ALL PENETRATIONS THROUGH WATERPROOFING SHALL BE EFFECTIVELY SEALED WITH BE NOTIFIED BY THE CONTRACTOR AND OWNER THAT GRADING IS TO COMMENCE � , 04 THE ARCHITECT IS AUTHORIZED TO ORDER MINOR CHANGES DURING THE COURSE
BE INSTALLED WITH ELECTRIC HEAT TRACING. 4. THE SIGN SHALL BE KEPT CLEAR OF ALL FOILAGE. H . NOT USED COMPATIBLE PENETRATION FLASHING AND SLEEVES AS RECOMMENDED BY THE AND MAKE ALL NECESSARY ARRANGEMENT FOR FIELD INSPECTOR. OF THE WORK WHICH WILL NOT INVOLVE EXTRA COST OR TIME AND WHICH ARE
16 . 11 ALL ELECTRICAL SERVICE, CONDUIT AND OTHER PENEfRATIONS THROUGH FIRE-RATED B. ROOF TOP ADDRESS NUMBERS SHAL� BE PROVIDED , SIZED AND L NOT USED WATERPROOFING MANUFACTURER. B . THE SOILS ENGINEER SHALL BE N�TIFIED AT LEAST 24 HOURS PRI�R TO CONSISTENT WITH TNE CONTRACT DOCUMENTS,
WALL, FLOOR, AND CEILING ASSEMBLIES SHALL BE SEALED WITH UL- LISTED FIRE INSTALLED AS REQUIRED BY THE GOVERNING LOCAL AGENCIES OF A F. WATERPROOF SHOWER PANS SHALL BE INSTALLED SLOPED TO DRAINS. COMMENCEMENT OF ANY EXCAVATION .
STOPS HAVING THE SAME EFFECTIVE FIRE- RATING PROTECTION AS THE ASSEMBUES. CONSTRASTING COLOR T0 THE BACKGROUND. 8. 06 AIR/ SMOKE INFILTRATION 1 . 05 CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILIlY FOR JOB SITE
A, FOR OPENABLE EXTERIOR DODRS (REQUIRED STEEL FIRE- RATED DOORS C. ALL BUILDING AREAS SHALL BE EXCAVATED AND RECOMPACTED IN ACCORDANCE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
16 .12 ALL RECESSEQ LIGHT FIXTURE INSTALLED WITHIN INSULATED ( BOTH THERMAL AND 10. 03 TOILET ACCESSORIES ARE EXEMPT FROM THESE REQUIREMENTS), AIR INFILTERATION SHALL 7. 02 BUILDING INSULATION WITH THE SOILS REPORT. SONS AND PROPERTY• THAT THIS RE UIREMENT SHALL APPLY
SOF ITS SHALL HAVE IC INSULATED CEILING - RATED BE 1 - 1 2" DIAMEfER STAINLESS STEEI TUBE OF BE MITIGATED BY FOLLOWING THESE CONSTRUCTION REQUIREMENTS: Ae SEE WALL SECTIONS AND DEfAiLS FOR BUILDING THERMAL INSULATION . SAFEfY OF ALL PER , Q
ACOUSTIC) CEILINGS OR F ( ) A. ALL GRAB BARS SHALL / � D. SOIL EXCAVATION AND RECOMPACTION SHALL BE DONE UNDER THE SUPERVISION CONTINUOUSLY AND NOT BE LIMITED TO NORMAL CONSTRUCTION HOURS. THE
HOUSING TO PREVENT FIRE HAZARD FROM CONTACT OF OVERHEATED FIXTURES WITH WELDED CONSTRUCTION . GRAB BARS IN SHOWERS SHALL HAVE A PEENED RA AL OR ALL INSULATION USED IN THE BUILDING SHALL COMPLY WITH SECTION 719 OF OF A REGISTERED SOILS ENGINEER, ALL DENSITIES, MOISTURE GONTENT AND
DOOR HEADS , SILLS, AND JAMBS SHALL HAVE SEALS, AST G S B . CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ARCHITECT
INSULATION MATERIAL. FINISH . GRAB BAR AND MOUNTINGS SHALL BE ABLE TO WITHSTAND A MINIMUM BAFFLES AS REQUIRED TO ELIMINATE AIR INFILTRATION . THE IBC. INSULATION SHALL BE INCOMBUSTIBLE< TESTING SHALL BE APPROVED BY THE PROJECT SOILS ENGINEER PRIOR TO BI TY REAL OR ALLEGED IN CONNECTION WITH THE
OF 250 LB/Ff IN BENDING, SHEAR, AND TENSION AND SHALL NOT ROTATE IN APPLYING THE FINISH SURFACES INDICATED ON THE DRAWINGS . ONE COPY OF ALL HARMLESS FROM ANY AND ALL LIA LI , ,
16 . 13 ELECTRICAL PANEL ETC. RECESSED INTO ANY FIRE- RATED ASSEMBUES SHALL NOT ITS FITfiNG. 2. DOORS MOUNTED ON EITNER THE WSIDE OR OUTSIDE OF AN EXTERIOR C. ALL PUBLIC AREA RESTROOMS AND GUEST BATHROOM WALLS SHALL CERTIFICATION AND TESTS SHALL �E SENT T0 THE ARCHITECTe PERFORMANCE OF WORK ON THIS PROJECT,
' ' B. GENERAL CONTRACTOR SHALL INSTALL SOLID BLOCKING AS REQUIRED FOR ALL WALL SHALL HAVE A MINIMUM ONE� INCH LAP AT EACH JAMB. BE INSULATED WITH SOUND INSULATION BATTS.
IN ANY WAY REDUCE THE ASSEMBLY'S FIRE RATING PERFORMANCE AND STRUCTURAL E, AFfER THE REQUIRED EXCAVATIONS, ANY CUT AREAS IN WHICH THE EXPOSED
GRAB BAR CONNECTIONS. 3 . A CONTINUOUS ANGLE, SEALED GASKET OR WEATERSTRIPPING SHALL BE D. AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION , THE INSTALLER SHALL S H E E T T � T ` E
INTEGRITY. ITH THE NATURAL GROUND HAS BEEN DISTURBED SHOULD BE SCARIFIED TO A MIN . DEPTH 1 . 06 WORK DEFECTIVE IN CONSTRUCTION , QUALITY, PERFORMANCE, OR DEFICIENT IN
C. ACCESSORIES SUCH AS GRA� BARS TOWEL BARS PAPER DISPENSERS SOAP USED WITH DOORS REQUIRING VERTICAL TRACTS OR GUIDES (E.G. SIGN A CERTIFICATE STATING THAT THE INSTALLATION CONFORMS W OF 6 , BROUGHT TO PROPER MOISTURE-CONTENT, AND COMPACTED T0 AT LEAST ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL NOT BE ACCEPTED IN GENERAL NOTES
16 . 14 ROUTING AND INSTALLATION OF ELECTRICAL CONDUITS, EQUIPMENT, CHASES, ETC. ROLLING INDUSTRIAL DOORS) . DRAWINGS AND REQUIREMENTS OF THE PROJECT SPECIFICATIONS , THE CERTIFICATE CONSEQUENCE OF THE OWNER'S OR THE ARCHITECT'S FAILURE T0 DISCOVER OR POINT
DISHES AND FIXTURE SUPPORTS, ETC. , PROVIDED ' ON OR WITHIN WALLS, SHALL BE , 90� OF THE MAX DENSITY OBTAINABLE IN ACCORDANCE WITH THE SOILS REPORT.
ON THE ROOF , . SHALL BE REVIEWED AND COORDINATED WITH THE ARCHITECT INSTALLED & SEAL TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. 4e A CONTINUOUS SEAL OR BAFFLE SHALL BE INSTALLED AT EACH DOOR SHALL ALSO STATE THE MANUFACTURER S NAME AND MATERIAL IDENTIFICATION AND OUT SUCH DEFECTS AND DEFICIENCIES DURING CONSTRUCTION . DEFECTIVE WORK
PRIOR TO INSTALLATION . JAMB FOR DOORS MOUNTED BETWEEN JAMBS . INSTALLED R-VALUE. THE INSULATION CERTIFICATE SHALL BE SUBMITfED TO THE Fo ALL FILL AND BACKFILL MATERIAL SHALL BE APPROVED BY THE SOILS ENGINEER. REVEALED WITHIN THE TIME REQUIRED �Y GUARANTEES OR WARRANTIES SHALL BE
L4CAL BUILDING DEPARTMENT AND THE ARCHITECT. G. FOOTING EXCAVATIONS SHALL BE EXAMINED BY THE PROJECT SOILS ENGINEER
5 . WEATHERSTRIPPING SHALL BE PROVIDED ON ALL EXTERIOR DOORS. E. ALL MEETING ROOMS, �ALLROOMS, MECHANICAL, AND EQUIPMENT ROOMS REPLACED BY WORK CONFORMING WITH THE INTENT OF THE CONTRACT. NO PAYMENT,
BEFORE THE REINFORCING STEEL OR FRAMES ARE SEf. EITHER PARTIAL, OR FINAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE
B. ALL GUESTROOM ENTRY DOORS, ELEVATOR VESTIBULE DOORS, AND ADJACENT TO OCCUPIED SPACES, AND GUESTROOM PAR1Y WALLS SHALL BE WORK OR IMPROPER MATERIAL. P R o � E � T o2o2s
VESTIBULE DOORS, AND STAIRWELL DOORS SHALL BE PROVIDED WITN INSULATED WITH SOUND ATTENUATION BATTS. 2. 04 SITE UTILITIES ,
SMOKE AND FIRE SEALS ` TESTED T0 UL 1784- 1990 AND MEETING THE F. 1NSTALL VAPOR BARRIER AT EXTERIOR ROOF, WALL, UNDER CONDITIONED SLA�, A. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO oATE o2�i5��om
REQUIREMENTS OF NFPA 105- 1993, INTUMESCENT DOOR SEALS USED IN INTERIOR WALLS & CEILINGS OF STEAM ROOM SAUNA SPA GROTTO SPRING AND 1 . 07 THE CONTRACTOR SHALL MAINTAIN A COMPLETE AND CURRENT SET OF DRAWINGS
FIRE- RATE DOOR FRAME ASSEMBLIES SHALL COMPLY WITH U � 106. ' ' ' PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTNER UTILITIES OR S � A � E NoNE
� OTHER ASSEMBLIES AS NOTED IN THE C� NTRACT DOCUMENTS . STRUCTURES AT THE SITE (SHOWN OR NOT SHOWN). IT SHALL BE THE AT THE JOB SITE FOR USE IN MAKING "RECORD DRAWINGS." ANY REVISIONS x � �
" NO ED ON THE ELEVATOR DRAWINGS i.e. A7 SERIES SMOKE CONTROL 7. 03 ROOFING & FLASHING CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTIUTIES OR SHALL BE NOTED THEREON AND SUBMITTED TO THE ARCHITECT AT THE g `� �, ._ :' t .s, .,�'_��n �
C. WHERE T , ( ) ► STRUCTURES CONCERNED BEFORE STARTING WORK. COMPLEfION OF THE JOB PER THE PROJECT MANUAL. PROVIDE A COPY OF THE SHEET � �
o CURTAINS SHALL BE INSTALLED IN THE HOIST WAY DOORS WHERE SMOKE SEAL A. THE CONTRACTOR SHALL VERIFY THAT ROOF ELEVATIONS SHOWN ON PLANS PRQVIDE �� _ ; � �, ; � � �
" GASKET VESTIBULE OR MAGNETIC HOLD-OPEN DOQRS HAVE NOT BEEN PROVIDED AT POSITIVE ROOF DRAINAGE AND THAT THEY CONFORM T0 MINIMUM DRAINAGE B. THE CONTRACTOR SHALL LOCATE ALL UTILIlY CONNECTIONS WITHIN 5 Ff. OF THE RECORD DRAWINGS FOR THE OWNER PER CONSTRUCTION DOCUMENT �
� REQUIREMENTS . : : a
�� STANDARDS PRIOR TO ROOFING � :��
EACH LANDING LEVELS. THE SMOKE CONTROL CURTAINS SHAL� CONFORM TO ICBO • OF THE BUILDING LINE, AND PROTECT UNTIL ALL CONNECTIONS AND TESTING ARE �s � .q�.�
EVALUATIQN REPORT N0. ER-4968 AND BE OPERATED BY A SMOKE DETECTOR AND B . ALL ROOFING AND FLASHING SHALL CONFORM TO THE MATERIAL AND WORKMANSHIP COMPLETED. CONTRACTOR SHALL TAG ALL CONNECTION LOCATIONS WHERE 1 . 08 THE CONTRACTOR'S METHODS AND MEANS OF PERFORMING THE WORK SHALL NOT ��� �� k
o� ._�.�.�
a
BE PROVIDED WITH SELF CONTAINED BACK- UP POWER SOURCE. STANDARDS OF THE NRCA AND THE SMACNA AND BE COMPLETELY WEATHERPROOFED. FINISH SURFACES ARE PERMANENT. (I . E. CONCRETE, A. C. PAVING ETC.) IN ANY WAY REDUCE, INVALIDATE, OR BRIDGE ANY WARRANTIES, GUARANTEES, BONDS
�,
� C. MINIMUM ROOF DECK AND BALCONY SLOPES SHALL BE 1 /8" PER FOOT. �OCALIZED C. ALL ON -SITE UTIUTIES SHALL BE INSTALLED UNDERGROUND, UNLESS AND APPLICABLE REGULATIONS, AND LOCAL BUILDING ORDINANCES.
� PONDING SHALL NOT OCCUR ON ANY ROOF DECK AND BALCONY SURFACES. OTHERWISE NOTED. � �
�
. N . . . . . . . . . . � � . � . .
O � . . . . . � . . . ' . . . . . . . . . . ..
> �' I�LL CiLe4� ARCHITBC�� I1VC Z007 '
�f.
�� ,,
�