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REVIEWED BY
DATE-- /; ,
,,MMENTS �'f= 7— -----
Tn1 n ct 1)1. .nsbury Fire Marshal
in Ikall .tion of ANY Fira Alarm Dc,ric.
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Fire Marshal PRIG?R
to ;na'l:jilation.
ALL EGRESS DOCK HARDV 4WE St+4,L COMPLY
WITH CHAPTER '10 OF TIME FIRE CODE OF NYS.
(VOTE: THE USE OF A KEY OPERATED OR THUMB
TURN DEVICE IS NOT PERMI TTED.
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BASED ON THE 'BUILDING CODE OF NEW YORK STATE'
CODE ANALYSIS
YORK
ING AREA -SEVERE
LOCAL DESIGN CRITERIA
IE DEPTH -
5'-0'
FLOOR LIVE LOAD - 100 PSF
WEATHE
IEA -
ROOF LIVE LOAD
- 20 PSF
FROST I
ZONE
ROOF SNOW LOAD UNIFORM
- 46 PSF
TERMITI
dK COMPLIANCE REPORT
UNBALANCED SNOW LOAD -
SEE DIAGRAM
DECAY ,
EXISTING
GROUND SNOW LOAD
- 60 PSF
FLOOD I
OR FRONTAGE INCREASE TAKEN
BASIC WIND SPEED
- 90 MPH
STATE.
WIND EXPOSURE CATEGORY
- B
CLIMATI
HIGH WIND DESIGN CRITERIA
- 110 MPH
HEATIN(
SEISMIC DESIGN CATEGORY
.0
COM CH
OCCUPANCY
- B 'BUSIA
CONSTRUCTION TYPE
- TYPE 51
MAXIMUM TABULAR AREA
TYPE 5B 'B'
- 91000 S
NO SPRINKLE
—THE PROPOSED WORK IS CONSIDERED AN ALTERATION LEVEL 3 PER THE E
-NO ADDITIONAL SQUARE FOOTAGE IS BEING ADDED
TO THE BUILDING.
—THERE IS A CHANGE OF USE TO
A LOWER HAZARD
OCCUPANCY (M — MEF
—THE PROPOSED OCCUPANCY DOES NOT REQUIRE A
SPRINKLER SYSTEM
CODE ANALYSIS
YORK
ING AREA -SEVERE
IE DEPTH -
5'-0'
kREA -
N/A
IEA -
N/A
,ZARDS -
i
N/A
ZONE
- ZONE 6
TYPE
- NON -ELECTRIC
dK COMPLIANCE REPORT
- N/A
SS' OCCUPANCY
EXISTING
FT./ FLOOR
OR FRONTAGE INCREASE TAKEN
TING BUILDING CODE OF NEW YORK
STATE.
TO B — BUSINESS)
BUILDING PERMIT-- SUBMISSION - JULY 30 2U 14 _ 1
I
SMOKE PARTITION FROM CEILING TO UNDERSIDE
OF ROOF. 2x4 WD. STUDS w/ 1 LAYER
OF 5/8" TYPE 'X' GWB. I
BATT INSULATION
CONCRETE
GRANULAR FILL Axxx ELEVATION TAG
PLYWOOD !
Axxx SECTION TAG
RIGID INSULATION
I
INTERIOR ELEVATION NO.
x
x x INTERIOR ELEVATION TAG
x
Axxx DRAWING NO. WHERE
ELEVATION IS DRAWN
- - - - - - - EXISTING TO BE REMOVED, HIDDEN OBJECTS.
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ABOVE FINISH FLOOR
EA
- EACH
HR
- HANDRAIL
MANUF -
MANUFACTURER
PL LAM
- PLASTIC LAMINATE
SPEC
- SPECIFICATIONS
� a4
ACT -
ACOUSTICAL CEILING TILE
ELEC
- ELECTRICAL
HDWR
- HARDWARE
MAS -
MASONRY
PLUMBG
- PLUMBING
SQ
- SQUARE
ADJ -
ADJACENT
ELEV
- ELEVATION
HDR
- HEADER
MAT -
MATERIAL
PLY PLYWD -
PLYWOOD
STL/ST
- STEEL
ALT -
ALTERNATE
EQ
- EQUAL
HD
- HEAVY DUTY
MAX -
MAXIMUM
PNL -
PANEL
STOR
- STORAGE
w�
ALUM -
ANOD -
ALUMINUM
ANODIZED FINISH
EXIST
EF
- EXISTING
- EXHAUST FAN
HT
HTG
- HEIGHT
- HEATING
MECH -
MFR
MECHANICAL
POL -
POLISHED
STRUCT
- STRUCTURAL STRUCTURE
STRUCTURAL/STRUCTURE
-
APPROXIMATE
EXP. JT
- EXPANSION JOINT
HVAC
- HEATING, VENTILATING, AIR CONDITIONING
-
MIN -
MANUFACTURER
MINIMUM
PR -
PAIR
SUSP
- SUSPEND
ARCH -
ARCHITECTURAL
EXT
- EXTERIOR
HC
- HOLLOW CORE
MIR -
MIRROR ;
PREFIN -
PREFINISHED
ASSOC -
ASSOCIATED
ET
- EXPANSION TANK
HORZ
- HORIZONTAL
MISC -
MISCELLANEOUS
PT -
PAINT
® -
AT
ETR
- EXISTING TO REMAIN
HP
- HORSEPOWER
MLDG -
MOULDING
PVC -
POLYVINYL CHLORIDE
T
- TREAD
AV -
AIR VENT
MO -
MASONRY ;OPENING
T&G
- TONGUE &GROOVE
BLK'G -
BLOCKING
MOD -
MT -
MODIFIED �
METAL THRESHOLD
T/S
- TOP OF STEEL
BLDG -
BUILDING
FE -
FIRE EXTINGUISHER
ID
- INSIDE DIAMETER
MTD -
MOUNTED
QT -
QUARRY TILE
TEL
- TELEPHONE
BD -
BOARD
FD -
FLOOR DRAIN
INSUL
- INSULATION
MTG -
MOUNTING
TEMP
- TEMPERED
B -
BOILER
FT -
FEETFOOT
/FOOT
INT
- INTERIOR
R -
RADIUS
THK
- THICK '
FIN -
FINISH
INV
- INVERT
RD -
ROOF DRAIN
THRU
- THROUGH
CAB -
CFM -
CABINET
CUBIC FEET PER MINUTE
FLR -
FDN -
FLOOR
FOUNDATION
NIC
- NOT IN CONTRACT
REC -
RECESSED
TRTD
TYP
- TREATED
- TYPICAL
CH -
CABINET HEATER
FTG -
FOOTING
JAN
- JANITOR
NO
- NUMBER
RECEP -
RECEPTION
CJ -
CONTROL JOINT
FURN -
FURNITURE
JT
- JOINT
NA
- NOT APPLICABLE
REINF -
REINFORCING
CL -
CENTERLINE
FUR -
FURRED, FURRING
NOM
- NOMINAL
REQ'D -
REQUIRED
CLG -
CEILING
FR -
FIRE RESISTANT
NTS
-''NOT TO, SCALE
RH -
RIGHT HAND
UG
- UNDERGROUND
CLO -
CLOSET
FRMG -
FRAMING
LAM
- LAMINATED
t
RM -
ROOM
UL
- UNDERWRITER LABORATORIES
CMU -
CONCRETE MASONRY UNIT
LAV
- LAVATORY
RO -
ROUGH OPENING
UNO
-'`UNLESS NOTED OTHERWISE
CONIC-
CONCRETE
LF
- LINEAR FEET
OC
- -0N CENTER
`'
UTIL
- UTILITY
CONST -
CONSTRUCTION
LLH
- LONG LEG HORIZONTAL
OD
- OUTSIDE DIAMETER
CONT -
CONTINUOUS
GALV -
GALVANIZED
LLV
- LONG LEG VERTICAL
OH =
OPP
- OVERHEAD
S -
SEALER
CT -
CERAMIC TILE
GA -
GAUGE
LP
- LOW POINT
- OPPOSITE -
SA -
SUPPLY 'AIR FAN
V
- VINYL
CTR -
COUNTER
GC -
GENERAL CONTRACTOR
LVR
- LOUVER
OPP HD
- OPPOSITE HAND
SCHD -
`SCHEDULE
VERT
- VERTICAL
DEI"/DTL -
DETAIL
GL -
GLASS/GLAZING
OPNG
- OPENING
SEC -
SECTION
"'SQUARE `FEET
VIF
- VERIFY, IN FIELD
DIA -
DIAMETER
GND -
GROUND
SF -
VTR
- VENT THROUGH ROOF
DIV -
DIVISION
GWB -
GYPSUM BOARD
KIT
- KITCHEN
P
- PUMP
SH -
SHELVING
DR -
DOOR
GYP BD -
GYPSUM BOARD
KPL
- KICK PLATE
PART
- PARTITION
SHT -
SHEET
W
W/
- WIDE
-
DN -
DOWN
PL
- PLATE i
SIM -
SIMILAR
WITH
DWG(S) -
DRAWING(S)
PLAST
- PLASTER
SOG -
SLAB ON GRADE
WD
- WOOD
If
WRGWB
-' WATER RESISTANT GYPSUM WALLBOARD
I
SMOKE PARTITION FROM CEILING TO UNDERSIDE
OF ROOF. 2x4 WD. STUDS w/ 1 LAYER
OF 5/8" TYPE 'X' GWB. I
BATT INSULATION
CONCRETE
GRANULAR FILL Axxx ELEVATION TAG
PLYWOOD !
Axxx SECTION TAG
RIGID INSULATION
I
INTERIOR ELEVATION NO.
x
x x INTERIOR ELEVATION TAG
x
Axxx DRAWING NO. WHERE
ELEVATION IS DRAWN
- - - - - - - EXISTING TO BE REMOVED, HIDDEN OBJECTS.
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THIS SHALL BE CONSIDERED AN
ORIGINAL STAMPED PRINT IF THE
` SIGNATURE IS IN BLUE INK OVER A
BLACK INK SEAL,
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209
SUBDIVISION 2 OF THE NEW YORK
STATE EDUCATION LAW ® 2014
�{ n ■ a v ■ ®® ® tae® \eY ® OD M I II® %A mm ® ® Lm ® I16rs lkffl ® \ V 1 Lm
THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH TriE REQUIREMENTS OF THE BUILDING CODE OF 15. SUBSTITUTIONS SHALL BE PERMITTED ONLY IF THE CONTRACTOR SUBMITS DATA TO THE ARCHITECT THAT
PLUMBING SYSTEMS'CONTINUE®
NEW. YORK. STATE AND THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEI YORK _STATE. " ,THE SUBSTITUTED PRODUCT IS EQUAL TO THE SPECIFIED PRODUCT OR MATERIAL AND THE `ARCHITECT ' "
ACCEPTS THE SUBSTITUTION. I
2. THE WORK, WETHER SHOWN IN THESE DRAWINGS OR NOT, COMPLETED BY THE OWNER AND THE 6. PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE, SEALED WITH UL APPROVED MATERIALS AND METHODS
CONTRACTOR SHALL BE IN COMPLIANCE WITH THE LAWS, STATUTES AND RULES IJAVING JURISDICTION OVER, 16. REMOVE ALL DEBRIS FROM THE SITE AND DISPOSE OF IT LEGALLY TO BE MADE FIRE & SMOKE TIGHT.
THE AREA WHERE THIS CONSTRUCTION IS BUILT, THE CONTRACTOR SHALL COMPL,'Y WITH THE APPLICABLE AT AN APPROVED -0FF SITE LOCATION.
CODES, CODE AMENDMENTS, STANDARDS, ORDINANCES, RULES AND REGULATIONS INCLUDING BUT NOT 17.: PRIOR TO COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR SHALL (STAKE OUT ALL IMPROVEMENTS
ddd
LIMITED TO THE FOLLOWING: VERIFY GRADES AND REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION. MECHANICAL SYSTEMS
I
LOCAL ZONING ORDINANCE 18. BLEND WORK OF THIS CONTRACT SMOOTHLY INTO EXISTING CONDITIONS AT CONSTRUCTION LIMITS. 1. ALL HVAC WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE, THE
LOCAL CODE REQUIREMENTS (PLUMBING, ELECTRICAL, ETC.) MECHANICAL CODE OF NEW YORK STATE, THE FUEL GAS CODE OF .NEW YORK STATE AND iTHE ENERGY w,=
'BUILDING CODE OF NEW YORK STATE 19. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND TO PREVENT CONSERVATION CODE OF NEW YORK STATE. I ,
ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE PONDING.
PLUMBING CODE OF NEW YORK STATE 2. ALL HVAC WORK, MATERIALS, AND EQUIPMENT SHALL BE IN ACCORDANCE WITH ALL ORDINANCES, Lu
ELECTRICAL CODE OF NEW YORK STATE 20. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT THE FOLLOWING ITEMS FOR 'APPROVAL: :REGULATIONS AND CODES AS ADOPTED BY THE GOVERNING AUTHORITIES. THE CONTRACTOR SHALL:.
<, ANY AND NOT IFORMATION AND/OR '
ALL PROPOSED CHANGES TO THE WORK AS DESCRIBED IN THE DRAWINGS OR SPECIFICATIONS AND ANY PERFORM ALL WORK IN ACCORDANCE WITH THESE REQUIREMENTS WHETHER ORONw
°v1i'`
3. JOB SITE CONSTRUCTION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. _;HESE DRAWINGS DO NOT ITEM SPECIFICALLY CALLED OUT FOR SUBMISSION ON THE DRAWINGS OR IN THE NOTES. WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS.
INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. BRACE BUILDING PROPERLY UNTIL ALL Lu
STRUCTURAL ELEMENTS ARE INSTALLED. DO NOT BACK FILL AGAINST FOUNDATIO WALLS BEFORE FLOOR 21. THE CONTRACTOR MUST REFER TO FIRE RATED ASSEMBLIES AS SHOWN I 3. 'THE CONTRACTOR AND OWNER SHALL SPECIFY ALL HVAC MATERIALS. THE CONTRACTOR SHALL SUBMIT
N THESE ARCHITECTURAL ORDERING.
O
C MATERIALS TO THE OWNER FOR APPROVAL PRIOR TRD
SYSTEM IS INSTALLED. DRAWINGS AND THE CORRESPONDING REFERENCED UL RATED ASSEMBLIES PRIOR -TO :.CONSTRUCTING THE CATALOG CUTS ON ALL HVAtt
ASSEMBLIES. PENETRATIONS THROUGH THESE ASSEMBLIES MUST COMPLY TO ULI CRITERIA FOR
WId
4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANYDISCREPANCIES TO THE PENETRATIONS, ie. SMOKE DAMPERS, SAFING CAULK RATED COMPOUND ETC. 1' 4• THE CONTRACTOR'S ENGINEER SHALL DESIGN THE HVAC SYSTEM IN ACCORDANCE NTH THE MECHANICAL LL 00 go
ARCHITECT FOR RESOLUTION. DO NOT SCALE OFF OF THESE CONSTRUCTION DRANGS. AND FIRE CODE OF NEW YORK STATE, ASHRAE.STANDARDS, AND ALL APPLICABLE CODES. THE DESIGN LL
22. ALL INDICATED DIMENSIONS ARE TO CENTERLINE OF STEEL, FACE OF FINISHED SURFACE OF EXISTING
SHALL BE COORDINATED WITH THE WORK OF, ALL OTHER TRADES.
5. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND LABOR NECESSARY TO P OVIDE COMPLETE AND PARTITIONS, FACE OF STUDS AT NEW PARTITIONS, FACE OF CMU OR CONCRETE, UNLESS NOTED =
OPERATING SYSTEMS. EXCEPT AS NOTED ON THE CONSTRUCTION DOCUMENTS. OTHERWISE. 5• THE CONTRACTOR SHALL NOT ATTACH, HANG OR OTHERWISE CONNECT ANY DUCTWORK OR ANYRELATED
SYSTEM CONTROLS TO SPRINKLER PIPING, PLUMBING LINES OR ELECTRICAL CONDUIT. ` 'huj
6. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS NOT OBTAINED BY THE OWNER. 23. IN THE EVENT THAT THE OWNER OR CONTRACTOR CONSENTS T0, ALLOWS OR AUTHORIZES OR APPROVES
= a C
OF CHANGES TO ANY PLANS IN THE CONSTRUCTION DOCUMENT SET AND THESEICHANGES ARE NOT 6. PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE SEALED WITH UL APPRO'VED'MATE IALS,AND METHODS
7. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, PERFORM ALL WORK AND INS ALL MATERIALS IN APPROVED IN WRITING BY THE ARCHITECT, THE OWNER AND CONTRACTOR RECOGNIZE THAT SUCH TO BE MADE FIRE -& SMOKE TIGHT.
ACCORDANCE WITH RECOGNIZED, ACCEPTABLE STANDARD PRACTICE. CHANGES AND THE RESULTS THEREOF, ARE NOT THE RESPONSIBILITY OF THE ARCHITECT.
8. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING CONDITIONS ON THE SITE. qONTRACTOR SHALL 24. THE CONTRACTOR IS RESPONSIBL ELECTRICAL SYSTEMS
E FOR THOROUGHLY CLEANING THE PROJECT AREA UPON COMPLETION
CAREFULLY INSPECT THE ENTIRE AREA PRIOR TO STARTING WORK AND INCLUDE I SCOPE OF WORK TO BE OF THE PROJECT. LU
PERFORMED ALL 'AFFECTS OF EXISTING CONDITIONS TO WORK. 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE OF,NEW„„YORK STATE,THE
.
25. UPON COMMENCEMENT OF WORK PROVIDE TEMPORARY STREET ADDRESS NUMBEV NATIONAL ELECTRICAL CODE AND THE ENERGY CONSERVATION CODE OF NEW YORK STATE
VISIBLE FROM MAIN 1 .dq.
9• DO NOT DISTURB OR INTERRUPT EXISTING UTILITIES SUCH AS SEWER, WATER, ELECTRIC OR OTHER ROAD. UPON COMPLETION OF WORK PROVIDE PERMANENT SIGNAGE WITH NUMBERMOF 3 S A MINIMUM
'
SERVICES ENCOUNTERED DURING EXCAVATION. VISIBLE FROM MAIN ROAD. VERIFY SPECIFIC REQUIREMENTS WITH THE LOCAL MUICIPALITY HIGH 2 REGULATIONS AND CODES AS ADOPTED ALL ELECTRICAL WORK, MATERIALS, AND,
EQUIPMENT SHALL BE IN ACCORDANCE WITH ALL 'ORDINANCES,Y THE GOVERNING AUTHORITIES. ,THE CONTRACTOR SHALL`
10. MINOR ITEMS OF WORK SUCH AS PATCHING, BLOCKING, TRIM, ETC. SHALL BE PERFORMED AS REQUIRED TO PLUMBING SYSTEMS PERFORM ALL WORK IN ACCORDANCE WITH THESE REQUIREMENTS WHETHER OR NOT;INFQRMATION AND ORLu
MAKE THE WORK COMPLETE, WHETHER SHOWN OR NOTED ON THE CONTRACT DOCUMENTS OR NOT. WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS. /
Lu
1. ALLPLUMBING WORK SHALL BE IN ACCORDANCE W_IQS`
ITH THE BUILDING COD
E OF NEW YORK STATE, THE -
N 3. THE CONTRACTOR AND OWNER SHALL SPECIFY ALL ELECTRICAL MATERIALS. CONTRQCTOR,SHALL.SUBMIT
11. PROVIDE" SHALL MEAN: FURNISH AND INSTALL THE SPECIFIED ITEM(S), UNIT(S) OR SYSTEM(S). PLUMBING CODE OF NEW YORK STATE, THE FUEL GAS CODE OF NEW YORK STATE AND THE ENERGY Lu
CONSERVATION CODE OF NEW YORK STATE. CATALOG CUTS ON ALL ELECTRICAL MATERIALS TO THE OWNER FOR APPROVAL PRIOR TO ORDERING."
12. CONTRACTOR SHALL ADVISE THE ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES BETWEEN DRAWINGS, y .I ` .-'11 '-,� F
NOTES AND THE EXISTING CONDITIONS. SHOULD THE DRAWINGS OR NOTES DISAGREE IN THEMSELVES OR 2. ALL PLUMBING WORK MATERIALS AND ' 4• THE CONTRACTOR'S ENGINEER SHALL DESIGN THE ELECTRICAL SYSTEM IN ACCORDANCE WITH E NATIONAL
WITH EACH OTHER, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF EQUIPMENT SHALL BE IN ,ACCORDANCE WITH ALL ORDINANCES, ELECTRICAL CODE AND ALL 'APPLICABLE CODES. THE DESIGN SHALL BE -COORDINATED STH THE WORK.'OF- PROJECT NO:
REGULATIONS AND CODES AS ADOPTED BY THE GOVERNING AUTHORITIES. THEt CONTRACTOR SHALL
WORK AND/OR MATERIALS. PERFORM ALL WORK IN ACCORDANCE WITH THESE REQUIREMENTS WHETHER ORINOT INFORMATION AND/OR ALL OTHER TRADES. DATE : 6/18/14
WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS...
13. THE ARCHITECT SHALL HAVE THE RIGHT TO VISIT THE PROJECT SITE AT APPROPFIATE INTERVALS DURING 5. THE CONTRACTOR SHALL FURNISH THE OWNER AN INDEPENDENT INSPECTION AGENCY S CERTIFICATE.OF. SCALE : AS NOTED
CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTORS' 3. THE CONTRACTOR AND OWNER SHALL SPECIFY ALL PLUMBING MATERIALS. THE CONTRACTORS L APPROVAL FOR EACH BUILDING UPON COMPLETION.
SHALL SUBMIT Id DESIGNED: JAPAONE
WORK AND TO DETERMINE IF THE WORK IS PROCEEDING IN GENERAL ACCORDANCE WITH THE CONSTRUCTION CATALOG CUTS ON ALL PLUMBING MATERIALS TO THE OWNER FOR APPROVAL � RIOR TO ORDERING. 6. PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE -Al`SEALED WITH UL 'APPROVED MATERIALS A'i, i METHODS
DOCUMENTS. DRAFTED: JAPAONE11
4. THE 'CONTRACTOR'S ENGINEER SMALL DESIGN THE PLUMBING SYSTEMS IN ACCORDANCE WITH THE PLUMBING TO BE MADE FIRE & SMOKE TIGHT.
SHEET: 1 of 5
14. THE CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, ORDERLY AND SAFE CONDITION AT THE END OF CODE OF NEW YORK STATE, AND ALL APPLICABLE CODES. THE DESIGN SHALL BE COORDINATED WITH THE
BUILDING PERMIT SUBMISSION ;, +I , 3 7/30/14
EACH WORK DAY. THE SITE AND BUILDING SHALL BE MADE AS SECURE AS POSSIBLE SO AS TO PREVENT WORK OF ALL OTHER TRADES. SIGNAGE
UNAUTHORIZED ENTRY AND ACTIVITY. CONTRACTOR SHALL PROVIDE AND MAINTAIN PROPER SIGNS, ` aDRAWING N0:
BARRICADES, AND FENCES TO PROPERLY PROTECT -WE WORK, EQUIPMENT, PERSONS AND PROPERTY. 5. ALL NEW PIPING SHALL BE CONC:FAI Fn AanvF rFu imrrc RFI nw FI nna QI Aoc ''OD LUTIJIM WAI ; c ; u.0 rcc 12 PROGRESS SUBMISSION a /)F 11A An AgENkI
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THIS SHALL BE CONSIDERED AN
ORIGINAL STAMPED PRINT IF THE
` SIGNATURE IS IN BLUE INK OVER A
BLACK INK SEAL,
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209
SUBDIVISION 2 OF THE NEW YORK
STATE EDUCATION LAW ® 2014
�{ n ■ a v ■ ®® ® tae® \eY ® OD M I II® %A mm ® ® Lm ® I16rs lkffl ® \ V 1 Lm
THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH TriE REQUIREMENTS OF THE BUILDING CODE OF 15. SUBSTITUTIONS SHALL BE PERMITTED ONLY IF THE CONTRACTOR SUBMITS DATA TO THE ARCHITECT THAT
PLUMBING SYSTEMS'CONTINUE®
NEW. YORK. STATE AND THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEI YORK _STATE. " ,THE SUBSTITUTED PRODUCT IS EQUAL TO THE SPECIFIED PRODUCT OR MATERIAL AND THE `ARCHITECT ' "
ACCEPTS THE SUBSTITUTION. I
2. THE WORK, WETHER SHOWN IN THESE DRAWINGS OR NOT, COMPLETED BY THE OWNER AND THE 6. PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE, SEALED WITH UL APPROVED MATERIALS AND METHODS
CONTRACTOR SHALL BE IN COMPLIANCE WITH THE LAWS, STATUTES AND RULES IJAVING JURISDICTION OVER, 16. REMOVE ALL DEBRIS FROM THE SITE AND DISPOSE OF IT LEGALLY TO BE MADE FIRE & SMOKE TIGHT.
THE AREA WHERE THIS CONSTRUCTION IS BUILT, THE CONTRACTOR SHALL COMPL,'Y WITH THE APPLICABLE AT AN APPROVED -0FF SITE LOCATION.
CODES, CODE AMENDMENTS, STANDARDS, ORDINANCES, RULES AND REGULATIONS INCLUDING BUT NOT 17.: PRIOR TO COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR SHALL (STAKE OUT ALL IMPROVEMENTS
ddd
LIMITED TO THE FOLLOWING: VERIFY GRADES AND REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION. MECHANICAL SYSTEMS
I
LOCAL ZONING ORDINANCE 18. BLEND WORK OF THIS CONTRACT SMOOTHLY INTO EXISTING CONDITIONS AT CONSTRUCTION LIMITS. 1. ALL HVAC WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE, THE
LOCAL CODE REQUIREMENTS (PLUMBING, ELECTRICAL, ETC.) MECHANICAL CODE OF NEW YORK STATE, THE FUEL GAS CODE OF .NEW YORK STATE AND iTHE ENERGY w,=
'BUILDING CODE OF NEW YORK STATE 19. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND TO PREVENT CONSERVATION CODE OF NEW YORK STATE. I ,
ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE PONDING.
PLUMBING CODE OF NEW YORK STATE 2. ALL HVAC WORK, MATERIALS, AND EQUIPMENT SHALL BE IN ACCORDANCE WITH ALL ORDINANCES, Lu
ELECTRICAL CODE OF NEW YORK STATE 20. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT THE FOLLOWING ITEMS FOR 'APPROVAL: :REGULATIONS AND CODES AS ADOPTED BY THE GOVERNING AUTHORITIES. THE CONTRACTOR SHALL:.
<, ANY AND NOT IFORMATION AND/OR '
ALL PROPOSED CHANGES TO THE WORK AS DESCRIBED IN THE DRAWINGS OR SPECIFICATIONS AND ANY PERFORM ALL WORK IN ACCORDANCE WITH THESE REQUIREMENTS WHETHER ORONw
°v1i'`
3. JOB SITE CONSTRUCTION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. _;HESE DRAWINGS DO NOT ITEM SPECIFICALLY CALLED OUT FOR SUBMISSION ON THE DRAWINGS OR IN THE NOTES. WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS.
INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. BRACE BUILDING PROPERLY UNTIL ALL Lu
STRUCTURAL ELEMENTS ARE INSTALLED. DO NOT BACK FILL AGAINST FOUNDATIO WALLS BEFORE FLOOR 21. THE CONTRACTOR MUST REFER TO FIRE RATED ASSEMBLIES AS SHOWN I 3. 'THE CONTRACTOR AND OWNER SHALL SPECIFY ALL HVAC MATERIALS. THE CONTRACTOR SHALL SUBMIT
N THESE ARCHITECTURAL ORDERING.
O
C MATERIALS TO THE OWNER FOR APPROVAL PRIOR TRD
SYSTEM IS INSTALLED. DRAWINGS AND THE CORRESPONDING REFERENCED UL RATED ASSEMBLIES PRIOR -TO :.CONSTRUCTING THE CATALOG CUTS ON ALL HVAtt
ASSEMBLIES. PENETRATIONS THROUGH THESE ASSEMBLIES MUST COMPLY TO ULI CRITERIA FOR
WId
4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANYDISCREPANCIES TO THE PENETRATIONS, ie. SMOKE DAMPERS, SAFING CAULK RATED COMPOUND ETC. 1' 4• THE CONTRACTOR'S ENGINEER SHALL DESIGN THE HVAC SYSTEM IN ACCORDANCE NTH THE MECHANICAL LL 00 go
ARCHITECT FOR RESOLUTION. DO NOT SCALE OFF OF THESE CONSTRUCTION DRANGS. AND FIRE CODE OF NEW YORK STATE, ASHRAE.STANDARDS, AND ALL APPLICABLE CODES. THE DESIGN LL
22. ALL INDICATED DIMENSIONS ARE TO CENTERLINE OF STEEL, FACE OF FINISHED SURFACE OF EXISTING
SHALL BE COORDINATED WITH THE WORK OF, ALL OTHER TRADES.
5. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND LABOR NECESSARY TO P OVIDE COMPLETE AND PARTITIONS, FACE OF STUDS AT NEW PARTITIONS, FACE OF CMU OR CONCRETE, UNLESS NOTED =
OPERATING SYSTEMS. EXCEPT AS NOTED ON THE CONSTRUCTION DOCUMENTS. OTHERWISE. 5• THE CONTRACTOR SHALL NOT ATTACH, HANG OR OTHERWISE CONNECT ANY DUCTWORK OR ANYRELATED
SYSTEM CONTROLS TO SPRINKLER PIPING, PLUMBING LINES OR ELECTRICAL CONDUIT. ` 'huj
6. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS NOT OBTAINED BY THE OWNER. 23. IN THE EVENT THAT THE OWNER OR CONTRACTOR CONSENTS T0, ALLOWS OR AUTHORIZES OR APPROVES
= a C
OF CHANGES TO ANY PLANS IN THE CONSTRUCTION DOCUMENT SET AND THESEICHANGES ARE NOT 6. PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE SEALED WITH UL APPRO'VED'MATE IALS,AND METHODS
7. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, PERFORM ALL WORK AND INS ALL MATERIALS IN APPROVED IN WRITING BY THE ARCHITECT, THE OWNER AND CONTRACTOR RECOGNIZE THAT SUCH TO BE MADE FIRE -& SMOKE TIGHT.
ACCORDANCE WITH RECOGNIZED, ACCEPTABLE STANDARD PRACTICE. CHANGES AND THE RESULTS THEREOF, ARE NOT THE RESPONSIBILITY OF THE ARCHITECT.
8. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING CONDITIONS ON THE SITE. qONTRACTOR SHALL 24. THE CONTRACTOR IS RESPONSIBL ELECTRICAL SYSTEMS
E FOR THOROUGHLY CLEANING THE PROJECT AREA UPON COMPLETION
CAREFULLY INSPECT THE ENTIRE AREA PRIOR TO STARTING WORK AND INCLUDE I SCOPE OF WORK TO BE OF THE PROJECT. LU
PERFORMED ALL 'AFFECTS OF EXISTING CONDITIONS TO WORK. 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE OF,NEW„„YORK STATE,THE
.
25. UPON COMMENCEMENT OF WORK PROVIDE TEMPORARY STREET ADDRESS NUMBEV NATIONAL ELECTRICAL CODE AND THE ENERGY CONSERVATION CODE OF NEW YORK STATE
VISIBLE FROM MAIN 1 .dq.
9• DO NOT DISTURB OR INTERRUPT EXISTING UTILITIES SUCH AS SEWER, WATER, ELECTRIC OR OTHER ROAD. UPON COMPLETION OF WORK PROVIDE PERMANENT SIGNAGE WITH NUMBERMOF 3 S A MINIMUM
'
SERVICES ENCOUNTERED DURING EXCAVATION. VISIBLE FROM MAIN ROAD. VERIFY SPECIFIC REQUIREMENTS WITH THE LOCAL MUICIPALITY HIGH 2 REGULATIONS AND CODES AS ADOPTED ALL ELECTRICAL WORK, MATERIALS, AND,
EQUIPMENT SHALL BE IN ACCORDANCE WITH ALL 'ORDINANCES,Y THE GOVERNING AUTHORITIES. ,THE CONTRACTOR SHALL`
10. MINOR ITEMS OF WORK SUCH AS PATCHING, BLOCKING, TRIM, ETC. SHALL BE PERFORMED AS REQUIRED TO PLUMBING SYSTEMS PERFORM ALL WORK IN ACCORDANCE WITH THESE REQUIREMENTS WHETHER OR NOT;INFQRMATION AND ORLu
MAKE THE WORK COMPLETE, WHETHER SHOWN OR NOTED ON THE CONTRACT DOCUMENTS OR NOT. WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS. /
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1. ALLPLUMBING WORK SHALL BE IN ACCORDANCE W_IQS`
ITH THE BUILDING COD
E OF NEW YORK STATE, THE -
N 3. THE CONTRACTOR AND OWNER SHALL SPECIFY ALL ELECTRICAL MATERIALS. CONTRQCTOR,SHALL.SUBMIT
11. PROVIDE" SHALL MEAN: FURNISH AND INSTALL THE SPECIFIED ITEM(S), UNIT(S) OR SYSTEM(S). PLUMBING CODE OF NEW YORK STATE, THE FUEL GAS CODE OF NEW YORK STATE AND THE ENERGY Lu
CONSERVATION CODE OF NEW YORK STATE. CATALOG CUTS ON ALL ELECTRICAL MATERIALS TO THE OWNER FOR APPROVAL PRIOR TO ORDERING."
12. CONTRACTOR SHALL ADVISE THE ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES BETWEEN DRAWINGS, y .I ` .-'11 '-,� F
NOTES AND THE EXISTING CONDITIONS. SHOULD THE DRAWINGS OR NOTES DISAGREE IN THEMSELVES OR 2. ALL PLUMBING WORK MATERIALS AND ' 4• THE CONTRACTOR'S ENGINEER SHALL DESIGN THE ELECTRICAL SYSTEM IN ACCORDANCE WITH E NATIONAL
WITH EACH OTHER, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF EQUIPMENT SHALL BE IN ,ACCORDANCE WITH ALL ORDINANCES, ELECTRICAL CODE AND ALL 'APPLICABLE CODES. THE DESIGN SHALL BE -COORDINATED STH THE WORK.'OF- PROJECT NO:
REGULATIONS AND CODES AS ADOPTED BY THE GOVERNING AUTHORITIES. THEt CONTRACTOR SHALL
WORK AND/OR MATERIALS. PERFORM ALL WORK IN ACCORDANCE WITH THESE REQUIREMENTS WHETHER ORINOT INFORMATION AND/OR ALL OTHER TRADES. DATE : 6/18/14
WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS...
13. THE ARCHITECT SHALL HAVE THE RIGHT TO VISIT THE PROJECT SITE AT APPROPFIATE INTERVALS DURING 5. THE CONTRACTOR SHALL FURNISH THE OWNER AN INDEPENDENT INSPECTION AGENCY S CERTIFICATE.OF. SCALE : AS NOTED
CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTORS' 3. THE CONTRACTOR AND OWNER SHALL SPECIFY ALL PLUMBING MATERIALS. THE CONTRACTORS L APPROVAL FOR EACH BUILDING UPON COMPLETION.
SHALL SUBMIT Id DESIGNED: JAPAONE
WORK AND TO DETERMINE IF THE WORK IS PROCEEDING IN GENERAL ACCORDANCE WITH THE CONSTRUCTION CATALOG CUTS ON ALL PLUMBING MATERIALS TO THE OWNER FOR APPROVAL � RIOR TO ORDERING. 6. PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE -Al`SEALED WITH UL 'APPROVED MATERIALS A'i, i METHODS
DOCUMENTS. DRAFTED: JAPAONE11
4. THE 'CONTRACTOR'S ENGINEER SMALL DESIGN THE PLUMBING SYSTEMS IN ACCORDANCE WITH THE PLUMBING TO BE MADE FIRE & SMOKE TIGHT.
SHEET: 1 of 5
14. THE CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, ORDERLY AND SAFE CONDITION AT THE END OF CODE OF NEW YORK STATE, AND ALL APPLICABLE CODES. THE DESIGN SHALL BE COORDINATED WITH THE
BUILDING PERMIT SUBMISSION ;, +I , 3 7/30/14
EACH WORK DAY. THE SITE AND BUILDING SHALL BE MADE AS SECURE AS POSSIBLE SO AS TO PREVENT WORK OF ALL OTHER TRADES. SIGNAGE
UNAUTHORIZED ENTRY AND ACTIVITY. CONTRACTOR SHALL PROVIDE AND MAINTAIN PROPER SIGNS, ` aDRAWING N0:
BARRICADES, AND FENCES TO PROPERLY PROTECT -WE WORK, EQUIPMENT, PERSONS AND PROPERTY. 5. ALL NEW PIPING SHALL BE CONC:FAI Fn AanvF rFu imrrc RFI nw FI nna QI Aoc ''OD LUTIJIM WAI ; c ; u.0 rcc 12 PROGRESS SUBMISSION a /)F 11A An AgENkI
REMOVAL NOTES
1. PRIOR TO THE START OF DEMOLITION WORK THE CONTRACTOR IS TO VERIFY
AND REVIEW WITH BOTH THE OWNER AND THE ARCHITECT THE EXTENT OF
DEMOLITION WORK AND RELATIONSHIP THE DEMOLITION WORK HAS WITH THE
NEW WORK. THE CONTRACTOR SHALL SUBMIT TO THE 'ARCHITECT & OWNER
HIS INTENDED CONSTRUCTION SEQUENCE (SCHEDULE) FOR DEMOLITION WORK
& NEW WORK FOR REVIEW. AS MUCH AS POSSIBLE THE EXISTING BUILDING
SHALL BE PROTECTED FROM EXPOSURE TO THE ELEMENTS FOR EXTENDED
PERIODS OF TIME.
2.EXISTING CONDITIONS SHOULD BE CONSIDERED TO BE APPROXIMATE. VERIFY
ALL CONDITIONS IN THE FIELD TO DETERMINE THE SCOPE OF WORK PRIOR
TO THE START OF CONSTRUCTION AND PRIOR TO ORDERING AND
INSTALLATION OF MATERIALS.
3.THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ARCHITECT &
OWNER IN THE CASE OF ANY DISCREPANCIES BETWEEN THE DEMOLITION
INDICATED ,OR IMPLIED AND THAT WHICH WOULD BE REQUIRED FOR
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4
COMPLETION OF THE PROJECT OR THAT WHICH MIGHT JEOPARDIZE THE
1
INTEGRITY OF THE STRUCTURE.I
SCALE AS NOTED
❑REMOVE
4.THE CONTRACTOR SHALL TAKE
ALL PROPER AND NECESSARY MEASURES TO
THOROUGHLY PROVIDE TEMPORARY BRACING, SHORING AND SUPPORT OF
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EXISTING STRUCTURE REQUIRED', BEFORE ANY DEMOLITION WORK BEGINS AND
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MAINTAIN IN I PLACE UNTIL ALL STRUCTURAL ELEMENTS ARE INSTALLED
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'.INTEGRITY OR SETTLEMENT DURING WORK.
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5. REMOVE ALL EXISTING EXPOSED' CONDUIT, WIRING INSTALLATIONS, WIRING
ELECTRICAL ITEMS. COORDINATE THE
DEVICES, PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT RENDERED
H
i USELESS BY THE DEMOLITION OR NEW WORK.
REMOVAL &/OR RELOCATION OF PLUMBING,
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'6. AT ALL�SURFACES EXPOSED BY� REMOVAL OF EXISTING EQUIPMENT,
MECHANICAL AND ELECTRICAL ITEMS WITH
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FIXTURES,COAND
PATCHTHE SURFACES AS REQUIRED TO
RES,EADJ
REMOVAL NOTES
1. PRIOR TO THE START OF DEMOLITION WORK THE CONTRACTOR IS TO VERIFY
AND REVIEW WITH BOTH THE OWNER AND THE ARCHITECT THE EXTENT OF
DEMOLITION WORK AND RELATIONSHIP THE DEMOLITION WORK HAS WITH THE
NEW WORK. THE CONTRACTOR SHALL SUBMIT TO THE 'ARCHITECT & OWNER
HIS INTENDED CONSTRUCTION SEQUENCE (SCHEDULE) FOR DEMOLITION WORK
& NEW WORK FOR REVIEW. AS MUCH AS POSSIBLE THE EXISTING BUILDING
SHALL BE PROTECTED FROM EXPOSURE TO THE ELEMENTS FOR EXTENDED
PERIODS OF TIME.
2.EXISTING CONDITIONS SHOULD BE CONSIDERED TO BE APPROXIMATE. VERIFY
ALL CONDITIONS IN THE FIELD TO DETERMINE THE SCOPE OF WORK PRIOR
TO THE START OF CONSTRUCTION AND PRIOR TO ORDERING AND
INSTALLATION OF MATERIALS.
3.THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ARCHITECT &
OWNER IN THE CASE OF ANY DISCREPANCIES BETWEEN THE DEMOLITION
INDICATED ,OR IMPLIED AND THAT WHICH WOULD BE REQUIRED FOR
BE CONSIDERED AN
,5
ORIGINAL STAMPED PRINT IF THE
2 I - - SIGNATURE IS IN BLUE INK OVER A
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BLACK
INK SEAL.
3
El/IAUTHORIZED ALTERATION OR
ADDITION THIS
MOLA11ON TOOFSECTION 72 9T IS A
SUBDIVISION 2 OF THE YK
~ STATE EDUCATION LAWNEW ®R2014
15'-6 3/4"
REMOVAL PLAN
Al SCALE:1/4" = 1'-0"
-01 CROSS REFERENCE: 1/A2
OL APPROX. GRADE
ELEV. = -0'-60t
13'-4 1/4"
6'-4 3/4"
5'-10" 13'-7 1/8„
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COMPLETION OF THE PROJECT OR THAT WHICH MIGHT JEOPARDIZE THE
1
INTEGRITY OF THE STRUCTURE.I
SCALE AS NOTED
❑REMOVE
4.THE CONTRACTOR SHALL TAKE
ALL PROPER AND NECESSARY MEASURES TO
THOROUGHLY PROVIDE TEMPORARY BRACING, SHORING AND SUPPORT OF
'
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EXISTING STRUCTURE REQUIRED', BEFORE ANY DEMOLITION WORK BEGINS AND
NOTED OTHERWISE. REMOVAL SHALL
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COMPLETELY, SO THAT THE STRUCTURE EXPERIENCES NO LOSS OF
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INSULATION, PLUMBING, MECHANICAL &
5. REMOVE ALL EXISTING EXPOSED' CONDUIT, WIRING INSTALLATIONS, WIRING
ELECTRICAL ITEMS. COORDINATE THE
DEVICES, PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT RENDERED
H
i USELESS BY THE DEMOLITION OR NEW WORK.
REMOVAL &/OR RELOCATION OF PLUMBING,
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'6. AT ALL�SURFACES EXPOSED BY� REMOVAL OF EXISTING EQUIPMENT,
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FIXTURES,COAND
PATCHTHE SURFACES AS REQUIRED TO
RES,EADJ
THE NEW WORK FOR THESE TRADES AS
-MATCH CENT FINISHEDPARE
CONDITION,
OR AS REQUIRED FOR FINISH
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NSTALLATION.7.FULLY
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❑REMOVE
2
EXISTING DOOR, FRAME, TRIM AND
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7 FULLYPROTECT AGAINSTGE ALL PARTS OF EXISTING STRUCTURE
AINST DED
3
HARDWARE IN ITS ENTIRETY.
F
OR FINIS OR REMOVAL. THE CONTRACTOR SHALL
7/30/14
RESTORE OR REPLACE ANY DAMAGED PORTIONS OF THE EXISTING
DRAWING NO:
Z
STRUCTURE OR FINISHES ;TO REMAIN TO A CONDITION EQUAL TO OR
,
BETTER THAN EXISTING PRIOR TO DAMAGE.
PROGRESS SUBMISSION
"
'S.ALL DOORS, WINDOWS, EQUIPMENT,FIXTURES AND OTHER ITEMS REMOVED
IN ITS ENTIRETY. PREPARE OPENING FOR
DURING DEMOLITION ARE TO REMAIN THE PROPERTY OF THE OWNER
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UNLESS OTHERWISE DIRECTED BY THE OWNER.
II
9
REQUIRED, REFER TO FLOOR PLANS.
9. PRIOR
TO COMMENCEMENT OF PROJECT WORK, THE CONTRACTOR SHALL
III
❑4
REMOVE EXISTING OVERBUILT ROOF,
VERIFY
,LOCATION OF ALL EXISTING UTILITIES THAT SERVICE THE
III
1
III
BUILDING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING &
II
III
MAINTAINING UTILITIES THROUGHOUT REMOVALS AND CONSTRUCTION
EXISTING RAFTERS SHOWN FOR CLARITY
WORK. ANY INTERRUPTIONS IN UTILITY SERVICE SHALL BE COORDINATED
III
PROGRESS SUBMISSION
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IN ADVANCE WITH THE BUILDING OWNER.
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ROOFING IN ITS ENTIRETY. COORDINATE
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No.
EXTENT OF REMOVALS WITH NEW WORK.
:- REVISION/SUBMISSION
III
( 4J
REFER TO BUILDING SECTION, SHEET A3.
BE CONSIDERED AN
,5
ORIGINAL STAMPED PRINT IF THE
2 I - - SIGNATURE IS IN BLUE INK OVER A
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BLACK
INK SEAL.
3
El/IAUTHORIZED ALTERATION OR
ADDITION THIS
MOLA11ON TOOFSECTION 72 9T IS A
SUBDIVISION 2 OF THE YK
~ STATE EDUCATION LAWNEW ®R2014
15'-6 3/4"
REMOVAL PLAN
Al SCALE:1/4" = 1'-0"
-01 CROSS REFERENCE: 1/A2
OL APPROX. GRADE
ELEV. = -0'-60t
13'-4 1/4"
6'-4 3/4"
5'-10" 13'-7 1/8„
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❑REMOVE
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PROGRESS SUBMISSION
"
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-TOR IN THE FIELD AND PRIOR TO
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6/25/14
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Affilk
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❑4
REMOVE EXISTING OVERBUILT ROOF,
`
INCLUDING RAFTERS, SHEATHING & METAL
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PURPOSES.
5
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No.
EXTENT OF REMOVALS WITH NEW WORK.
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DATE'
REFER TO BUILDING SECTION, SHEET A3.
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ADDITION THIS
MOLA11ON TOOFSECTION 72 9T IS A
SUBDIVISION 2 OF THE YK
~ STATE EDUCATION LAWNEW ®R2014
15'-6 3/4"
REMOVAL PLAN
Al SCALE:1/4" = 1'-0"
-01 CROSS REFERENCE: 1/A2
OL APPROX. GRADE
ELEV. = -0'-60t
13'-4 1/4"
6'-4 3/4"
5'-10" 13'-7 1/8„
SCALE AS NOTED
h,
DESIGNED: JAPAONE
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DRAFTED: JAPAONE
SHOWN -ON THESE DRAWINGS USE
SHEET: 2 of 5
BUILDING PERMIT SUBMISSION
MAIN, FLOOR, AS,+A_DATUM OF
3
7/30/14
DRAWING NO:
TIONS SHALL BE CONFIRMED BY
PROGRESS SUBMISSION
-TOR IN THE FIELD AND PRIOR TO
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6/25/14
Affilk
CEMENT OFCONSTRUCTION.
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6 18 1`4
No.
:- REVISION/SUBMISSION
DATE'
REMOVAL PLAN
PT 6x6 COLUMN
PROVIDE 8" DOWEL, 4" EA. WAY
TO ANCHOR BOTTOM OF COLUMN.
EPDXY INTO TOP OF CONC. PIER
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TO MATCH WALL VENEER HGT.
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INSTALL PER MANUF.
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FL00
PARE
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WALL
(3) 2x WOOD POSTS
DIRECTLY UNDER POINT
LOAD
2x BLOCKING
DIRECTLY UNDER WOOD
POST ABOVE & INCLUDE
WEB FILLER BLOCKING
FLOOR JOIST
RIM BOARD
(3) 2x WOOD POSTS
DIRECTLY UNDER POINT
LOAD
(3) 2x BLOCKING BETWEEN
FLOOR JOISTS DIRECTLY
UNDER WOOD POST ABOVE
2x WEB STIFFNER'S EACH
EXTERIOR
TYPICAL HEADERS FOR THE ENTIRE
WALLS
PROJECT ARE TO BE 11 1/4" TJI
W F
INSULATED HEADERS w/ (2) JACKS
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Hz
S
NON—RATED ASSEMBLY
OTHERWISE.
EXTERIOR
—
WALLS
HEADERS ARE TO BE (2) CONT.
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THEM WITH (2) JACKS AT EACH
—5/8" GYP. BD.
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SPANS GREATER THAN 4'-6":
—2x4 STUDS ® 16" O.C.
HEADERS ARE TO BE (2) CONT. 11
1/4" M.LAMS w/ 2" RIGID INSUL.
—5/8" GYP. BD.
00 �,
EACH END.
INTERIOR
—WALL—FROM FLOOR TO BOTTOM OF FRAMING
BEARING WALLS
2x8's IN 2x4 WALLS.
� a
MINIMUM OF 4" BEARING, TYPICAL.
ABOVE
HEADERS ARE TO BE (2) 2x6's WITH
NON—BEARING
(1) JACK AT EACH END.
1 HR RATED ASSEMBLY—U.L. DESIGN N0. U305
OF 4" OF BEARING
AT EACH END AND 7 1/2" AT
CONTINUOUS SPAN
SUPPORTS
COLUMN 'i LEGEND
026330
OF NE�1
THIS SHALL BE CONSIDERED AN
ORIGINAL STAMPED PRINT IF THE
SIGNATURE IS IN BLUE INK OVER A
BLACK INK SEAL. -.
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209
SUBDIVISION 2 OF THE NEW YORK
—5/8" GYP. BD. TYPE 'X'
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DATE
3O
SCALE
: AS NOTED
DESIGNED: JAPAONE
DRAFTED:
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SHEET:
3 of 5
DRAWING
NO:
A .9mm,
lar
Arm
FLOOR PLAN
—(2) LAYERS 5/8" GYP. BD. TYPE
—WALL—FROM FLOOR TO BOTTOM OF FRAMING
ABOVE
PARTITION TYPE NOTES:
—PARTITION TYPES WITH
'SB' DENOTES PARTITIONS TO RECEIVE SOUND
BATT INSULATION, PARTITION
FROM FLOOR TO UNDERSIDE OF DECK
OR TO"'ABOVE ACOUSTICAL CEILING TILE MIN.
—FOR RATED WALLS, PACK ALL VOIDS WITH THERMFIBER AND FIRE
SAFING ICOMPOUND
—USE WATER RESISTANT
GYPSUM WALL BOARD IN BATHROOMS AND
OTHER ,SPACES AS REQUIRED
EXTERIOR
TYPICAL HEADERS FOR THE ENTIRE
WALLS
PROJECT ARE TO BE 11 1/4" TJI
W F
INSULATED HEADERS w/ (2) JACKS
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Hz
AT EACH END. UNLESS NOTED
WO
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OTHERWISE.
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Z 0
THEM WITH (2) JACKS AT EACH
P4<�333
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END_
SPANS GREATER THAN 4'-6":
HEADERS ARE TO BE (2) CONT. 11
1/4" M.LAMS w/ 2" RIGID INSUL.
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00 �,
EACH END.
INTERIOR
(3) 2x8's IN 2x6 WALLS & (2)
BEARING WALLS
2x8's IN 2x4 WALLS.
� a
MINIMUM OF 4" BEARING, TYPICAL.
INTERIOR
HEADERS ARE TO BE (2) 2x6's WITH
NON—BEARING
(1) JACK AT EACH END.
SPECIFIED GANG LAM HEADERS TO HAVE A MINIMUM
OF 4" OF BEARING
AT EACH END AND 7 1/2" AT
CONTINUOUS SPAN
SUPPORTS
COLUMN 'i LEGEND
1 ❑ATTIC ACCESS, MINIMUM SIZE TO BE
22"x30" PROVIDE INSULATED COVER OVER
ACCESS HATCH. AT THE OWNER'S OPTION
PROVIDE & INSTALL DROP DOWN FOLDING
LADDER ACCESS/HATCH.
❑PROVIDE EXHAUST FAN DIRECTLY TO THE
EXTERIOR WITH A CAPACITY OF 50 CFM
INTERMITTENT OR 20 CFM CONTINUOUS.
❑
3 PROVIDE ADEQUATE BLOCKING IN
LOCATIONS OF GRAB BARS, ETC.
COORDINATE LOCATIONS PRIOR TO
SHEETROCKING.
❑PROVIDE FIBERGLASS SOUND ATTENUATION
BATT INSULATION INSIDE WALL CAVITY AT
THE OWNER'S OPTION.
❑DASHED HATCHED WALL REPRESENTS A 2
HOUR RATED WALL. REFER TO WALL
TYPES.
❑6 LOCATION OF BUILT UP WOOD POST
CONCEALED WITHIN THE WALL. REFER TO
FRAMING PLANS AND DETAIL 3/A2 POST
IS TO CONSIST OF (3) MEMBERS UNLESS
ANOTHER NUMBER IS NOTED OTHERWISE IN
PARENTHESIS. REFER TO ROOF FRAMING
PLAN.
❑ROOF CANOPY ENTRY BEAM, 2 LOCATIONS:
7 (2) 1 3/4"x 9 1/4" LVL MICROLAM 1.9E
FOUNDATION WALL 4 LL CRETE FILLED STEEL COLUMN WITH FIXED or (2) 1 3/4"x 9 1/4" PSL PARALLAM
— SCH.S4 " 2.0E or (2) 1 3/4"x 9 1/4"
SIDE OF JOIST, TYPICAL
O
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0 STEEL COLUMN, MINIMUM BEARING PER
A2 SCALE:1 1/2"=V-0" FLOOR !SYSTEM MANUFACTURER/DESIGN
CROSS REFERENCE:1/A2
COLUMN LOCATION INDICATED BY SOLID
SQUARE. COLUMNS ARE TO BE (3) BUILT UP
2x6's OR 2x4's DEPENDING ON WALL THICKNESS
AND FULL HEIGHT. THESE POINT LOADS
NOTE: ARE TO BE CONTINUOUS FROM :THE TOP OF THE
—SIZE OF 2x MEMBER (4" or 6") TO FOUNDATION WALL OR BEAM TO THEIR
BE DETERMINED BY WALL THICKNESS. UPPERMOST TERMINATION POINT. REFER TO
—INTERIOR POINT LOADS TO BE DETAIL 3/A2
SIMILAR IN CONSTRUCTION. ,
ARCHITECTURAL GENERAL NOTES
1. ALL STROBE LIGHTS, ,FIRE ALARMS, PULL STATIONS AND FIRE
3 L DIAGRAM ,EXTINGUISHERS SHALL BE DESIGNED AND INSTALLED PER ALL
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'WIND SPEED 90 MPH
ODIA A
INSTALL ICE & WATER SHIELD —
A MINIMUM OF 24" HORIZ. BEYOND
INTERIOR FACE OF EXT. WALL
INSTALL UNDERLAYMENT TYPE PER
SHINGLE MANUFACTURER or
PROVIDE ICE AND WATER
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1 NOTE:
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LOADS NEED NOT BE CONSIDERED,
HANDICAP TOILET ROOM NOTES:
-ALL TOILET ROOM ACCESSORIES INCLUDING FIXTURES, DISPENSERS, GRAB 2 ` Fi®OFr,L®'A IAV
RAM
BARS, ETC. SHALL BE INSTALLED ACCORDING TO ALL GOVERNING CODES.A7 SCALE: NTS
r - CROSS REFERENCE:
—PROVIDE HANDICAPPED ACCESSIBLE CONTROLS ON ONE LAVATORY IN
EACH TOILET ROOM.
—THE TOILET RIM IS TO BE A MAXIMUM OF 17" AFF NOTE.
IT IS THE CONTRACTOR'S RESPONSIBILITY
—THE SINK RIM IS TO BE A MAXIMUM OF 34" AFF TO PROVIDE THE ARCHITECT WITH THE TRUSS
SUPPLIERS DRAWINGS) FOR APPROVAL BY
THE ARCHITECT, PRIOR TO ORRIERING &
—PROVIDE FABRIC SAFETY COVERS ON WATER SUPPLY AND DRAIN PIPES
UNDER LAVATORY. I INSTALLATION OF THE TRUSS ROOF SYSTEM.
PROVIDE SOLID BLOCKING WITHIN STUD WALLS FOR ATTACHMENT OF GRAB
BARS.
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3 x6e
1 11
THE CONTRACTOR SHALL VERIFY EXIST'G ANCHOR
BOLTS & SPACING & REPORT BACKjTO THE ARCHITECT.
IF BOLTS DON'T EXIST OR SPACING IS INADEQUATE,
INSTALL 5/8" DIA. HILTI-HIT HY 150 EXPDXY ANCHORS
® 6'-0" O.C. & 1'-0" FROM THE CORNERS, EMBED
3 1/4" MIN. INTO CONCRETE. I
NOTE:
THE CONTRACTOR IS TO PROVIDE & INSTALL
WINDOW FLASHING SYSTEMS (FLASHING TAPE)
AS MANUFACTURED BY DUPONT. INSTALL PER
MANUFACTURER'S INSTRUCTIONS. NO EXCEPTIONS.
REQUIREMENTS.
ELEVATIONS SHOWN ON THESE DRAWINGS USE
THE TOP OF MAIN FLOOR, AS A DATUM OF 12. REFER TO WALL SECTIONS FOR APPROXIMATE
HEEL HEIGHT.
0'-0". ELEVATIONS SHALL BE CONFIRMED BY
THE CONTRACTOR IN THE FIELD AND PRIOR TO 13. EVERY, TRUSS IS TO.HAVE AN HURRICANE ANCHOR, Ht AS BUILDING PERMIT SUBMISSION
THE COMMENCEMENT OF -CONSTRUCTION. MANUFACTURED BY SIMPSON OR APPROVED`EQUAL,INSTALLED 3 7/30/14
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SUCH MATERIAL SO AS TO PREVENT CORROSION AND NOT LESS
•,..,, yfa`.n:-
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SIMPSON HURRICANE TRUSS
BEARING CONDITIONS OF EXTERIOR WOOD STUD WALLS, INTERIOR
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5
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CREATE EXCESSIVE ECCENTRIC OR TORSION FORCES TO THE
SUPPORTING STRUCTURAL MEMBERS.
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T.O. EXIST'G. STUDS
PROVIDE LATERAL BRACING OF TRUSSES DURING CONSTRUCTION TO
12'-0"
ELEV. = 8'-0'
PREVENT MOVEMENT,' TOPPLING, DOMINO-ING,,ANDDAMAGE.
LATERAL BRACING SHALL BE PURSUED, AS REQUIRED BY THE
Ld
NC
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w
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WALL CONSTRUCTION
ES.
LOADS ATOP OF TRUSS
1/2" METAL RESILIENT
c� I-
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7. TRUSS MANUFACTURER SHALL SUBMIT SHOPIDRAWINGS, PRODUCT
CHANNELS ®24" O.C.
PERPENDICULAR TO THE
1- _
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w.
COLOR BY OWNER
DATA'AND DESIGN CALCULATIONS SHOWING ALL SUPPORT
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x _
4
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-
FMUSTOR PBEOVAL PRIOR TO FABRICATION. THE
(AT OWNER'S OPTION)
>
FOIL FACED FOAMEINSUL.
DOCUMOENTSNS
AR A SEAL AND REGISTRATION NUMBER OF A
+
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1/2EXTERIOR SHEATHING
8. ANCHORAGE OF FABRICATED TRUSSES TOWOODSILL PLATES
STUDS ® 16" O.C. I
SHALL BE THROUGH TRUSS, MANUFACTURER FECOMMENDED
177IRECEPTION
00
21 CLOSED CELL SPRAY FOAM
SIMPSON STRONG -TIE CONNECTORS. SUFFICIENT ANCHORAGE FOR
A
E-5/24
EACH TRUSS SHALL BE PROVIDED TO ENSURE THE TRUSS
8" GWB CEILINGS, 1/2" WALLS ',
•THAT
DOES NOT MOVE LATERALLY OR UPLIFT. TRUSSES SHALL BE
DESIGNED TO ACCOMMODATETHE DESIGN,LOADS SHOWN IN THE
TRUSS LOAD DIAGRAM, AS WELL AS THE WIND LOADING
T-
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DESIGNATED'FOR THE PROJECT AREA. �I
SLOPE GRADE AWAY
fiSa .1 PF
9. TRUSSES SHALL BE HANDLED 'DURING FABRICATION,'+DELIVERY
TRI`NFRIH) Mir
FROM BUILDING PER
AND AT THE JOB SITE SO AS NOT TO BE, SUBJEOTED TO
MIN. SLOPE SHOWN -
EXCESSIVE LATERAL` BENDING. TRUSSES MUST BE SET AND
EXIST'G. CONC.
SECURED LEVELAND,PLUMB, AND IN THE: CORRECT LOCATION.
SLAB
ID• T.O. FLOOR
SHO BE PLACED IN LINE WITH 'AND DIRECTLY _
QaS' ELEV. = 0'-0"
ABOVE BUILT-UP :_ WOODEN POSTS AS SHOWN ON :THESE
CONSTRUCTION DOCUMENTS.
9,(
` -�V
10. PROVIDE FURRING ON THE FINISHED SIDE OF( THE BOTTOM
CHORDS OF ALL.TRUSSES TO RECEIVE GYPSUM BOARD OR ANY
OTHER FINISHMATERIAL. ALL FURRING SHALL BE INSTALLED
PERPENDICULAR TO THE DIRECTION OF THETRUSS. (AT OWNERS `
�,.
OPTION) REFER TO BUILDING/WALL SECTIONS. '
11. THE CONTRACTOR IS�TO PROVIDE AND INSTALL SHINGLES &
UNDERLAYMENT PER
�
SHINGLE MANUFACTURER & CODE. .
REQUIREMENTS.
ELEVATIONS SHOWN ON THESE DRAWINGS USE
THE TOP OF MAIN FLOOR, AS A DATUM OF 12. REFER TO WALL SECTIONS FOR APPROXIMATE
HEEL HEIGHT.
0'-0". ELEVATIONS SHALL BE CONFIRMED BY
THE CONTRACTOR IN THE FIELD AND PRIOR TO 13. EVERY, TRUSS IS TO.HAVE AN HURRICANE ANCHOR, Ht AS BUILDING PERMIT SUBMISSION
THE COMMENCEMENT OF -CONSTRUCTION. MANUFACTURED BY SIMPSON OR APPROVED`EQUAL,INSTALLED 3 7/30/14
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