HomeMy WebLinkAbout20220230 37 Phila Bailey's Accessory Structure Drawing Set o �
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BAI LEY'S CAFE GENERAL NOTES: ^ N z � � � J w
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KITCH EN EXPANS I ON DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE WITH THE 2017 ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STATE AND LOCAL BUILDING , �z N o Y z Q w a o w
NYS UNIFORM CODE SUPPLEMENT, THE 2015 INTERNATIONAL EXISTING BUILDING CODE, CODE REQUIREMENTS. DETAILS OF CONSTRUCTION UNLESS NOTED OTHERWISE SHALL BE W° � �, � o " � cn a a
THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE WITH THE 2016 SUPPLEMENT TO PER THE 2015 INTERNATIONAL BUILDING CODE AND THE 2017 NYS UNIFORM CODE w w} o � w � o � p Q
37 P H I LA ST. THE NYS ENERGY CONSERVATION CONSTRUCTION CODE, AND THE 2015 INTERNATIONAL SUPPLEMENT. �o�; a � w a � ~ Q Q w
SARATOGA SPRI NGS NY 12866 PLUMBING CODE. w a � w z z z w w LL � m
a o x . z LL Q w —
� CONTRACTOR SHALL PERFORM ALL MISCELLANEOUS REMOVALS, MODIFICATIONS, W F o � p � � z w w cn
DIMENSIONS TO, OF, AND IN EXISTING STRUCTURE SHALL BE VERIFIED IN FIELD BY CONSTRUCTION AND CLEAN-UP REQUIRED TO COMPLETE THE GENERAL SCOPE OF THIS a�� ; � o � � z � � _
CONTRACTOR. PROJECT. ' �� m w � � � J �v w
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D O N O T S C A L E D R A W I N G S. C O N T R A C T O R S H A L L N O T I F Y E N G I N E E R O F A N Y N O S I T E I N S P E C T I O N S D U R I N G C O N S T R U C T I O N A R E T O B E M A D E B Y T H I S O F F I C E. - �a o w > z � o a o z
DISCREPANCIES IN DIMENSIONS BETWEEN EXISTING CONDITIONS AND/OR CONTRACTOR TO BE RESPONSIBLE FOR MATERIALS AND WORKMANSHIP. SUBSTITUTIONS a� � g Q � � � �
PROJECT DESCRIPTION: x Y r o ~ � � z w
ARCHITECTURAL DRAWINGS AND THE STRUCTURAL DRAWINGS. FOR MATERIALS SPECIFIED TO BE MADE WITH PERMISSION OF LOCAL BUILDING c�� � � `� � c� LL Q �
DEPARTMENT. • - �� � ~ o � � Q o
PARTIAL REMOVAL OF WALLS AT EXISTING COMMERCIAL KITCHEN AND DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. � z � w c� a � a
CONSTRUCTION OF KITCHEN EXPANSION. PROVIDE NEW ROOF, NEW KITCHEN w Y � Q w
CONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILDING, z M w �
EQUIPMENT AND MODIFICATION/ADDITION OF PLUMBING, ELECTRICAL AND LIGHTING. � M �
DETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS ELECTRICAL, MECHANICAL, SANITARY AND ENERGY CONSERVATION CODES, STATE AND/ -
NOTED OTHERWISE. OR LOCAL. ,
DESIGN PROVISIONS...........2015 INTERNATIONAL BUILDING CODE }
DIMENSION AND NOTES THAT INCLUDE THE WORD"TYPICAL" REFER TO ALL SIMILAR CONTRACTOR MUST EVALUATE EXISTING MECHANICAL, ELECTRICAL AND PLUMBING m
2017 NEW YORK STATE UNIFORM CODE SUPPLEMENT DETAILS UNLESS OTHERWISE STATED. SYSTEMS PRIOR TO BIDDING ON PROJECT. Y
2015 INTERNATIONAL ENERGY CONSERVATION CODE �
2016 NYS ENERGY CONSERVATION CONSTRUCTION z
CODE SUPPLEMENT THE NOTES ON THIS DRAWING ARE TYPICAL UNLESS NOTED OTHERWISE. CONTRACTOR TO BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, �> O
SEQUENCES OR PROCEDURES AND SAFETY PRECAUTIONS AND PROGRAMS IN > �
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONNECTION WITH THE WORK. � a
DESIGN LOADS: CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING � �
CONSTRUCTION AND COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. THE CONTRACTOR SHALL INDEMNIFY THE OWNER AND HIS AGENTS THROUGH ADEQUATE � U
GROUND SNOW.................................50 PSF � (n
INSURANCE COVERAGE AGAINST ANY CLAIMS ARISING FROM INJURIES DURING
ROOF...................................................20 PSF (LIVE) 15 PSF (DEAD) O
ATTIC (W/STORAGE).......................20 PSF (LIVE) CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF PROPOSED DEVIATIONS OR CONSTRUCTION, OR FAILURE TO MAINTAIN SAFE CONDITIONS ON THE CONSTRUCTION SITE. U 0
SUBSTITUTIONS FROM DIMENSIONS, MATERIALS, OR EQUIPMENT SHOWN ON THE W
ATTIC (W/O STORAGE).....................10 PSF (LIVE) �
DRAWINGS AND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY THE IT IS THE RESPONSIBILITY OF THE CONTRACTOR, OWNER OR BUILDER OF THIS STRUCTURE �j.j
CEILING...............................................10 PSF (DEAD) ENGINEER. TO NOTIFY THE ENGINEER OF ANY DEVIATION FROM THESE DRAWINGS. �
FLOOR (NON-SLEEPING)...................100 PSF (LIVE) Q
STAIRS................................................40 PSF (LIVE) 0
HANDRAILS.........................................200 LBS (ANY POINT/DIRECTION) THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION ANY ERRORS, OMISSIONS OR DISCREPANCIES IN THESE PLANS SHALL BE REPORTED IN
SAFETY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. WRITING TO THE ENGINEER BEFORE START OF CONSTRUCTION AND SHALL BE THE SOLE
DECKS.................................................40 PSF (LIVE) RESPONSIBILITY OF THE OWNER OR CONTRACTOR.
EXTERIOR BALCONY.........................40 PSF (LIVE) ALL DOORS AND WINDOWS TO BE INSTALLED ACCORDING TO THE MANUFACTURERS
PRODUCT INSTALLATION INSTRUCTIONS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE
WIND LOADS: NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209.
UNLESS SPECIFIED, ALL ROOM FINISHES, APPLIANCES, FIXTURES, HARDWARE, TRIM AND
BASIC WIND SPEED (3 SECOND) ARCHITECTURAL DETAILS ARE TO BE DETERMINED BY OTHERS AND INSTALLED HOLD HARMLESS THE ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER AND THEIR
ACCORDING TO ALL BUILDING CODES AND THE MANUFACTURERS PRODUCT INSTALLATION AGENTS LOSS, DAMAGE, LIABILITY OR ANY EXPENSE ARISING IN ANY MANNER BY THE
GUST...........................................................115MPH INSTRUCTION. INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES, INCLUDING SHALL BE
IMPORTANCE FACTOR THE STATE SCAFFOLDING ACT.
(Iw)...............................................................1.0 INSTALL 5/8" GYPSUM ON WALLS. INSTALL MOISTURE RESISTANT GREENBOARD GYPSUM IN
HIGHEST POINT OF ROOF ALL WET AREAS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR COMPLETED WORK.
(FT)...............................................................9.5� BAILEY'S CAFE
TOPOGRAPHIC FACTOR WHENEVER A VALUE OR SIZE IS IN CONFLICT THE MORE STRINGENT VALUE OR SIZE WILL CONTRACTOR IS TO FOLLOW ALL MANUFACTURERS PRODUCT INSTALLATION AND
�Kzt�..............................................................�.o KITCHEN EXPANSION
APPLY. INSTRUCTION.
ADDRESS:
PRESCRIPTIVE METHOD SARATOGA COUNTY, NY 37 PHILA ST.
CODE INFORMATION: DRAWING LIST:
ENERGY STATEMENT = PRESCRIPTIVE FOR CLIMATE ZONE 5 SARATOGA SPRINGS, NY
CEILING INSULATION = MIN R-38 OCCUPANCY TYPE: A-2 (RESTAURANT) G01 COVER SHEET
FLOOR INSULATION = MIN R-30 KITCHEN IS NOT SPRINKLERED A1 EXISTING/DEMOLITION PLAN & PROPOSED FLOOR PLAN
WALL INSULATION = R-13 PLUS R-7.5 CONTINUOUS KITCHEN IS UNHEATED SPACE A2 PROPOSED FOUNDATION PLAN AND PROPOSED ROOF PLAN
SLAB INSULATION = UNHEATED R-10 (2ft DEPTH) THE CLASSIFICATION OF WORK IS CONSIDERED ALTERATION- LEVEL 2&ADDITION A3 PROPOSED EQUIP PLAN AND PROPOSED ELEC/LIGHTING PLAN START DATE:
DOOR MAXIMUM U-FACTOR = 0.37 EXISTING KITCHEN AREA: 113 SF A4 PROPOSED PLUMBING PLANS
OPERABLE FENESTRATION MAXIMUM U-FACTOR = 0.45 PROPOSED KITCHEN AREA: 233 SF A5 PROPOSED SECTION AND PROPOSED ELEVATIONS
A6 DETAILS AND PLUMBING RISER DIAGRAM STAMP:
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PAPER SIZE: SCALE:
AERIAL VIEW PROJECT LOCATION AREA OF WORK C (�s��x24��) AS NOTED
SCALE: NONE
N SCALE: $" = 1'-0" SHEET:
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- EDGE OF ROOF FE PANELS- HIGH PRESSURE LAMINATE 0 NEW FULL HEIGHT WALL � w F o ; o a w z Q = z
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CAVITY INSULATION & MIN � Q METAL FRAMED EP �� J Z �n � � LL Q �
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WITH GRADE _ O i
00 �� (2)600T162-33 & �Q_______
------------------------------- �
: 38"X80" HM INSULATED (2) 800S162-33 m
� DOOR AND FRAME Fy =33 KSI MIN
M (LOCKABLE W/PANIC BAR) SEE DETAIL 4/A6, NOTES: �
Z
TYP OF 2 NEW 36"H 1. COORDINATE WITH OWNER EQUIPMENT TO BE �j O
HANDRAIL SALVAGED DURING CONSTRUCTION, FOR REUSE. � a
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2. ALL WALLS TO BE 6" METAL STUDS (20 GA MIN.)AT 16" 0 U
2R DOWN (EXISTING)- O.C. WITH METAL TRACKS, WITH 5/8" MOISTURE-
12"D EXTERIOR 36"X60" OH SHUTTER: SQUARE CURTAIN RESISTANT GWB, UNLESS OTHERWISE NOTED. � W
COUNTER (TYP) B.O.D.: RAYNOR DuraShutter HOOD ABOVE 12"T,5"R U 0
FLAT SLAT ALUMINUM (CA) 3. NEW WALLS TO BE FINISHED FLUSH WITH ADJACENT w
9�_1�� DOOR 9�_$�� 6�_$�� SURFACE WHERE APPLICABLE. � �
DINING 4. ALL FINISH MATERIALS ON WALLS, FLOORS, AND a
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CEILING TO BE DETERMINED BY OWNER AND
OUTDOOR COORDINATED BY CONTRACTOR.
SEATING
--- 5. MAINTAIN EXISTING FIRE RATINGS AT WALL
ASSEMBLIES, AS APPLICABLE. ANY PENETRATIONS
THRU FIRE RATED ASSEMBLIES TO BE FIRE-CAULKED.
6. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD
PROPOSED FLOOR PLAN PRIOR TO STARTING WORK. NOTIFY ARCHITECT OF ANY
SCALE: 4" - 1'-0" DISCREPANCIES. DIMENSIONS TO BE VERIFIED WITH
N ACTUAL EQUIPMENT CHOSEN.
7. ALL DOOR HARDWARE TO BE ADA COMPLIANT.
CONFIRM WITH OWNER ALL HARDWARE BAILEY'S CAFE
REQUIREMENTS. DOOR THRESHOLD TO BE FLUSH KITCHEN EXPANSION
FROM EXTERIOR TO INTERIOR.
12'-11" ADDRESS:
37 PHILA ST.
CMU WALL TO REMAIN SARATOGA SPRINGS, NY
� -----------------
COOLER II
i �
HOOD ABOVE TABLE i i START DATE:
REMOVE ROOF ABOVE, �� j RANGE FLATTOP � � GRILL j i
INCLUDING EXHAUST FANS �i � OVEN OVEN � � �i I I BAR
�i � � � �i EP SHELF � � STAMP:
i I i TABLE II
il -------------------------J II
REMOVE ALL EQUIPMENT- ' � � . � I
� i I I GRIND DOWN � �
� TBD EQUIP TO BE SALVAGED i � i KITCHEN CONCRETE TO BE I �
� I I FLUSH WITH ADJ. i I I
� i PREP TABLE PREP TABLE PREP ���� �------- -------------------------------
REMOVE CMU WALL I j COOLER COOLER TABLE � `��` j �
'i 4 -0OL - -__� 266$ `�J�
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REMOVE WOOD-FRAMED DATE: 4.29.20
WALL(NO EXISTING 2R DOWN (EXISTING)-
FOUNDATION) 12"T,5"R FILE:
ouT�ooR DINING PAGE CONTENT:
SEATING EXISTING / DEMO PLAN
PROPOSED FLOOR PLAN
DESIGNER: ENGINEER:
SINGER NOLAN
EXISTING / DEMOLITION PLAN PAPER SIZE: SCALE:
N SCALE: 4" = 1'-0" C (18"x24") AS NOTED
SHEET:
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BAILEY'S CAFE
KITCHEN EXPANSION
ADDRESS:
37 PHILA ST.
SARATOGA SPRINGS, NY
I � , START DATE:
'i ii NEW 6" CONCRETE i POUR NEW 6" SLAB gqR STAMP:
i i REINFORCED FLOO� �i � OVER EXISTING SLAB
� �i SLAB- INSTALL OVER 6 � �i
LOWER WALL @ i i MIL POLY VAPOR � KITCHEN
DOOR OPENING, i I BARRIER AND 6"OF �i
SLAB TO COVER �i �i COMPACTED GRAVEL �i
T.O. WALL-SLAB �i i OR CRUSHED STONE i
TO BE FLUSH i i I
WITH GRADE I �i �i i
� L------------------------------�-------------------------------J
L------------------------------------------ -----
NEW 8"THICK CONCRETE OR CMU
FROST WALL TO MIN. 4'-0" BELOW DATE: 4.29.20
GRADE
NEW 8"X16" CONCRETE FOOTING FILE:
(SHOWN DASHED)
ouT�ooR DINING PAGE CONTENT:
SEATING PROPOSED FOUNDATION
PROPOSED ROOF PLAN
DESIGNER: ENGINEER:
SINGER NOLAN
PROPOSED FOUNDATION PLAN PAPER SIZE: SCALE:
N SCALE: 4" = 1'-0" C (18"x24") AS NOTED
SHEET:
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FIRE ALARM HORN/STROBE, M.H. 6'-6"A.F.F., � � Q z = w
OVEN OVEN OVEN � � � � � HW TABLE r BAR U.O.N. � �� o Z � o z o a o z
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PREP TABLE PREP TABLE PREP TABLE PREP TABLE TABLE
FREEZER COOLER COOLER COOLER COOLER � Y
FIRE EXTINGUISHER, M.H. 5'-0"A.F.F. TO TOP
N O O N O O N O O Z
+ N N + N N + N EP� ELECTRICAL PANEL � �
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NOTES: �
OUTDOOR DINING Q
SEATING
1. EQUIPMENT SHOWN FOR REFERENCE ONLY, TO BE �
PROVIDED BY OWNER. OWNER TO VERIFY ACTUAL
EQUIPMENT WILL FIT AS SHOWN. NOTIFY ARCHITECT
OF ANY DISCREPANCIES.
2. ALL DISHWASHING IS PROVIDED FOR IN DIFFERENT
PROPOSED ELECTRICAL / LIGHTING PLAN LOCATION WITHIN RESTAURANT.
N SCALE: 4" - 1'-0" 3. VERIFY IF EXISTING ELECTRICAL PANEL CAN BE
REUSED, OTHERWISE PROVIDE NEW. LOCATIONS OF
POWER AND DATA SHOWN FOR REFERENCE, FINAL
LOCATIONS TO BE CONFIRMED BY OWNER. CIRCUITING
BY ELECTRICAL CONTRACTOR.
BAILEY'S CAFE
4. ALL ELECTRICAL ROUGH-IN REQUIREMENTS AND KITCHEN EXPANSION
LOCATIONS TO BE REVIEWED AND VERIFIED WITH
ACTUAL EQUIPMENT CHOSEN BY OWNER.
ADDRESS:
5. OUTLETS TO BE LOCATED AT 18"A.F.F. UNLESS 37 PHILA ST.
OTHERWISE NOTED. ELECTRICAL CONTRACTOR TO
CONFIRM ALL WORK IS CODE COMPLIANT. OUTLETS TO SARATOGA SPRINGS, NY
BE 110v, U.O.N.
SHELF � 6. SECURITY/VIDEO MONITOR SYSTEM, IF REQUIRED, TO START DATE:
RANGE FLATTOP FLATTOP � � � � GRILL GRILL r �_ FE BE DETERMINED BY OWNER.
OVEN OVEN OVEN � � � � � �--� TABLE
� � � � I� ' HW BAR 7. MEANS OF EGRESS ILLUMINATION LEVEL UNDER
� � � � � �� SINK EP NORMAL POWER SHALL NOT BE LESS THAN 1 STAMP:
___________i_� 34"H FOOTCANDLE AT THE WALKING SURFACE.
20'-0"L X 3'-0"D HOOD ABOVE
W/ANSUL SYSTEM-SEE �, 30X48
O Z ROOF PLAN FOR ADDT'L INFO '�CLR 8. IN THE EVENT OF A POWER SUPPLY FAILURE, AN
c� � � EMERGENCY ELECTRICAL SYSTEM SHALL
i AUTOMATICALLY ILLUMINATE ALL HALLWAYS, FOR A
�Q------- ------------------------------- DURATION OF NOT LESS THAN 90 MINUTES. INITIAL
PREP TABLE PREP TABLE PREP TABLE PREP TABLE REP
FREEZER ILLUMINATION LEVELS SHALL NOT BE LESS THAN AN
COOLER COOLER COOLER ABLE AVERAGE OF 1 FOOTCANDLE AND A MINIMUM AT ANY
OOLER POINT OF 0.1 FOOTCANDLE MEASURED ALONG THE
PATH OF EGRESS AT FLOOR LEVEL.
9. LOCATIONS OF EMERGENCY LIGHT FIXTURE SHOWN
L_____________JI L_____________JI FOR REFERENCE. ELECTRICAL CONTRACTOR TO
NOTE: PROVIDE LOUVERS TO CONFIRM THE CODE REQUIRED LIGHTING LEVELS WILL DATE: 4.29.20
EXTERIOR FOR COOLERS IF BE PROVIDED.
REQUIRED PER MANUF. FILE:
ouT�ooR DINING PAGE CONTENT:
SEATING PROPOSED EQUIP PLAN
PROP. ELEC / LIGHT PLAN
DESIGNER: ENGINEER:
PROPOSED EQUIPMENT PLAN SINGER NOLAN
N SCALE: 4" = 1'-0"
PAPER SIZE: SCALE:
C (18"x24") AS NOTED
SHEET:
A3
o �
� o
� � V J
0 Q
• z °N° w c�l� (AZOO
� o�(}� Z W W Z Q (� (�
EXISTING GAS LINE TO BE CONNECT TO EXISTING LEGEND: M w v � Q z v z o w
RECONFIGURED TO SUPPLY NEW WATER SUPPLY � �z � a � z Q w a o w
0
� O � Jcn
AND RELOCATED EQUIPMENT —_—_— HOT WATER SUPPLY PIPING Z�N = o � o Q p a a
w w } o } w z � O Q
z Q
� _ _ � �_ � _ _ T _ � _ � _ � � �r _r � — — — — COLDWATERSUPPLYPIPING W�J a � w } O �U � m
� -------- ------ a � w z z z U w LL w w
a o x . z LL Q w -
- - � - - NATURAL GAS SUPPLY PIPING w F o � O � � z w w cn
�1 ' az� Z � p � � z � � =
� � � � � � � � �,= i o� � a � = w = �
RANGE FLATTOP FLATTOP � � � � GRILL GRILL i SHELF ------ WASTE PIPING z J °' � Q Q z - w
w w w w � TABLE � _ 'F �, p wzQUz
OVEN OVEN OVEN � � � � � H W o Q ¢ w z o p � �
� � � � �i BAR --------- VENT PIPING , a c~i� � g Q � � � � � w
iSINK xYro � Q wz �
----------------------------------------------------------� 34"H CO CLEANOUT �o � Z � ? z � Q �
• - } c� � - o � ° Qo
FD FLOOR DRAIN w Y � w Q a � w
' ' z �., m �
M �
i � VALVE M
L\L------- ------------------------------- �
PREP TABLE PREP TABLE PREP TABLE PREP TABLE REP
FREEZER m
COOLER COOLER COOLER ABLE Y
OOLER NOTES: �
O z
1. PLUMBING CONTRACTOR TO FIELD VERIFY EXISTING � �
CONDITIONS AND ABILITY TO CONNECT INTO EXISTING � a
L_____________JI L________ I SANITARY LINE, DOMESTIC WATER LINES AND GAS LINE. Q �
LINES SHOWN ARE DIAGRAMMATIC. MOST EFFICIENT p U
ROUTING TO BE DETERMINED BY PLUMBING CONTRACTOR. � (n
PLUMBING CONTRACTOR TO CONFIRM ALL WORK IS CODE � w
COMPLIANT. U �
W
� W
2. CLEANOUTS TO BE PROVIDED AS REQUIRED PER PLUMBING �
DINING CODE. PROVIDE FLUSH CLEANOUT PLUG WHERE LOCATED Q
OUTDOOR IN FLOOR THAT MAY PRESENT A TRIPPING HAZARD. 0
SEATING
3. GREASE INTERCEPTOR INSTALLATION PER PLUMBING
CODE, TOP TO BE FLUSH WITH SLAB. CONTRACTOR TO
-- VERIFY ALL INSTALLATION REQUIREMENTS WITH
MANUFACTURER. SEE SIZING CALCS BELOW.
PROPOSED DOMESTIC WATER / GAS SUPPLY PLAN 4. PROVIDE BACKFLOW PREVENTION PER PLUMBING CODE.
N SCALE: 4" = 1'-0" 5. ALL DRAIN, WASTE &VENT LINES TO BE SCHEDULE 40 PVC.
6. VENT SIZING TO BE VERIFIED BASED ON FINAL LENGTH TO
VENT TERMINATION.
7. SEE RISER DIAGRAM ON SHEET A6. BAILEY'S CAFE
KITCHEN EXPANSION
8. ALL PLUMBING FIXTURES TO BE ADA COMPLIANT.
9. PLUMBING FIXTURE TYPES TO BE DETERMINED BY OWNER. ADDRESS:
37 PHILA ST.
1 1/2"W 2"VTR 10. INSULATE EXPOSED HOT AND COLD WATER SUPPLY LINES. SARATOGA SPRINGS, NY
11. SHUTOFF VALVES TO BE PROVIDED AS REQUIRED PER
PLUMBING CODE.
RANGE FLATTOP FLATTOP � � � � GRILL GRILL I� - SHELF START DATE:
OVEN OVEN OVEN � � � � �� i TABLE 12. ALL DOMESTIC WATER SUPPLY LINES TO BE PEX OR
� � � � I � HW i BAR COPPER PIPING.
'� '� '� '� � �� SINK i „ STAMP:
-----------------------------------------------------�--I--� �2 V CONNECT TO EXISTING
2"W 2��W� i 2��W SANITARY DRAIN
��� �—�-- MAXIMUM DISTANCE OF FIXTURE TRAP
FD � ---� FROM VENT:
i
GREASE �
INTERCEPTOR �Q------- ------------------------------- SIZE OF TRAP DISTANCE FROM TRAP
PREP TABLE PREP TABLE PREP TABLE PREP TABLE PREP 1-1/4" 5'-0"
FREEZER COOLER COOLER COOLER TABLE 1-1/2" 6'-0"
C 00 LE R 2" 8'-0"
3" 12'-0"
4" 16'-0"
L-------------JI L-------------�i
GREASE INTERCEPTOR CALCS: DATE: 4.29.20
CAPACITY OF HANDWASHING SINK IN CUBIC INCHES: FILE:
10" (LENGTH)X 14" (WIDTH)X 5"(DEPTH) = 700 CU.IN.
CONVERT CAPACITY TO GALLONS: PAGE CONTENT:
OUTDOOR DINING 700 CU.IN. /231 = 3.03 GAL
SEATING PROP. SANITARY PLAN
ADJUST FOR DISPLACEMENT: PROP. DW/ GAS PLAN
3.03 GAL X 0.75 =2.27 GAL
F�ow RaTE: DESIGNER: ENGINEER:
2.27 GAL/1 MIN =2.27 GPM SINGER NOLAN
PROPOSED SANITARY PLAN
Basis oF �Esi�N: PAPER SIZE: SCALE:
N SCALE: 4" = 1'-0" ASHLAND POLYTRAP MODEL#4804
4 GPM INTERMITTENT FLOW C ��H��X24��) AS NOTED
8 LB GREASE CAPACITY
SHEET:
A4
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0 Q
2 3 • z N w � � Z O O
A6 A6 mzr° ' � Jwz � c�i�
e+>W � w QzU — Ow
. z ~ � J � JL� p
MEMBRANE OVER VERIFY HEIGHT OF • �z N o Y z Q � a o w
,^�����♦ I�� � �, W Q O z Q' O L.L J (n � J
� � TAPERED INSULATION, EXISTING CMU WALL � � �n�n � Z p cn o Q z a a
� � SLOPED @ 1/4" PER 1'-0" BEYOND � � �LL } o � � LL a
i � i �ocriQ (� w � � �oOw
1 1 •a � � Z z z U w — w w
� � � � W w z LL Q W LLJ LL (n m
1 1 aW = � � O � � zUuJcn
1 1 1 1 Z�z ° azOp �` d = Q
1 1 � 1 1 aZ � c� �jp � WZ � H2
�` _�; 8" METAL RAFTERS @ 16'1 �`_ _ �; ' �� m w � � � J �v w
wwo � zQ z
O.C.- MIN R-38 INSULATIOi�N Z J Q Z a z � Q J � '-'-'
I H _ Z ' - �� � Q O p � o a p z
NEW 6" METAL STUD �i�— E D G E O F E X I S T I N G � _ � � =Y } a can Q � w z c~n w
� EXTERIOR WALL- MIN �� CMU WALL BEYOND � J � � �o �, � � � z p � �
A6 R-13 CAVITY INSUL. W/ i U X • } z � � � a a a
MIN. R7.5 CONT. INSUL. �i w w Y � Q � w
i METAL FRAMED OR ' ' z M w �
M �
� ---- ------� CONC. LANDING- - "'
� � � MAX. 7" RISER HT
� i }
� m
� , �
i ' Z i i -
o Y
' ' - i ' � � Z
� �
� � � NEW 6" CONCRETE EXISTING SLAB O O
� ! � REINFORCED FLOOR SLAB- � ~
�
i i INSTALL OVER 6 MIL POLY O �
�`___________r� VAPOR BARRIER AND 6" OF p O
COMPACTED GRAVEL OR � w
CRUSHED STONE- FLUSH 0
WITH ADJACENT �
W
PROPOSED SECTION � a
SCALE: 4" = 1'-0" 0
METAL COPING
6" EXPOSURE HARDIE SQUARE CURTAIN
LAP SIDING HOOD
0 o BAILEY'S CAFE
`'� `'� KITCHEN EXPANSION
ADDRESS:
� � 37 PHILA ST.
`� `� SARATOGA SPRINGS, NY
12"D EXTERIOR COUNTER (TYP) START DATE:
HT TO BE COORD. WITH
EQUIP AND EXTERIOR 36"X60" OH SHUTTER:
GRADE B.O.D.: RAYNOR DuraShutter
FLAT SLAT ALUMINUM (CA) STAMP:
DOOR W/FACE-MTD GUIDE
PROPOSED WEST ELEVATION RAILS (TYP)
SCALE: 4" = 1'-0"
METAL COPING
VERIFY HEIGHT OF METAL FASCIA METAL COPING BEYOND 6" EXPOSURE HARDIE
EXISTING CMU WALL LAP SIDING
DATE: 4.29.20
��� FILE:
�
�
�
�I I � I I I I I �
�`� 38X80 INSULATED HM PAGE CONTENT:
, �ooR & FRaME PROPOSED SECTION
,
,
,' PROPOSED ELEVATIONS
,
,
,
,
' DESIGNER: ENGINEER:
6" EXPOSURE HARDIE SINGER NOLAN
EXISTING CMU WALL LAP SIDING PAPER SIZE: SCALE:
PROPOSED EAST ELEVATION PROPOSED NORTH ELEVATION C (�s��x24��) AS NOTED
SCALE: 4" = 1'-0" SCALE: 4" = 1'-0" SHEET:
A5
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0 Q
600T162-33 TRACK • ? � w n n z o 0
o�c7� Z wwzQ � �
Fy= 33KSIMIN �.N°',wv � QzUzow
. z ~ � J � JL� p
d
� #10 SCREW @ 6" O.C., TYP ' W o o ° � p LL J �� �
N�n � � o � oOz � a
w w} o } w � O Q
(2) 800S162-33 STUDS �o r,-; a � w a � ~ Q Q w
Fy= 33KSIMIN •a � � zzzc� wUww
w w zLLQwwLLcnm
aWF o � O � � ziUwcn
600T162-33 TRACK a�� � � p � � z � � _
Fy= 33KSIMIN ' Z� mw � � � Ju�Uw
w w o � � � Q 2
HEADER SECTION -� o� Q Z o z o o a � �
TPO OR EPDM MEMBRANE OVER - �� � Z > o z - a p z
METAL FLASHING OVER TPO a cn � a Q � � � � �
METAL COPING TAPERED INSULATION TO =Y w Z cn Q w z � w
CONTINUE UNDER COPING OR EPDM MEMBRANE �o � � � ? z O } �
_ , — — BOX COLUMN-(2)600T162-33 TRACKS & • - } c� - o � � Q o
CANT STRIP TPO OR EPDM MEMBRANE (2)200S162-33 STUDS, TYP w Y � w Q a � w
�
J OVER TAPERED INSULATION TO � '- z M � �
M I N 1/2" E X T E R I O R CONTINUE UNDER FLASHING BOX BEAM HEADER-(2)600T162-33
800S162-33 METAL RAFTERS @ GRADE PLYWOOD OR TRACKS &(2) 800S162-33 STUDS }
16" O.C. Fy = 33 KSI MIN - MIN SIMILAR DECKING m
R-38 INSULATION W/VAPOR Y
RETADER FACING TOWARD ------------- — � Z
INTERIOR EXISTING Q 0
, SLOPED ROOF �
HARDIE SIDING, UNDERLAYMENT � � a
PER MANFACTURER O �
0 U
HOUSE WRAP W/SEAMS � �
OVERLAPPED &TAPED MOISTURE-RESISTANT GWB Q W
EXISTING BEAM U 0
MOISTURE-RESISTANT GWB w
7/16" MIN OSB SHEATHING BOX HEADER AT BEARING WALLS PER PLAN � �
MIN R-13 WALL INSULATION W/ #10 SCREW-TRACK TO STUD, TYP 800S162-33 METAL RAFTERS @ Q
VAPOR RETARDER FACING 16" O.C. Fy = 33 KSI MIN - MIN 800T162-33 TRACK, TYP-ATTACH TO 0
TOWARD INTERIOR 600T162-33 TOP/BTM TRACK&600S162-33 R-38 INSULATION W/VAPOR HEADER W/(8)#10-16 HWH SCREWS (4
MIN R-7.5 CONTINUOUS INSUL. @ 16" O.C. W/SPAZZER BARS @ 4'-0"O.C. RETADER FACING TOWARD EACH SIDE), ATTACH TO JAMB W/(8)
Fy= 33 KSI MIN INTERIOR #10-16 HWH SCREWS
MOISTURE-RESISTANT GWB HEADER ELEVATION
2 WALL-TO-ROOF DETAIL s ROOF TRANSITION DETAIL 4 HEADER CONNECTION DETAILS
A6 SCALE: 1" = 1'-0" A6 SCALE: 1" = 1'-0" A6 SCALE: 1" = 1'-0"
BAILEY'S CAFE
MiN R-�.5 coNTiNuous iNsu�. KITCHEN EXPANSION
1/2" DIA. x 12"ANCHOR BOLTS 600T162-33 TOP/BTM TRACK&600S162-33
SET 12" FROM ALL CORNERS, @ 16" O.C. W/SPAZZER BARS @ 4'-0"o.c. ADDRESS:
OPENINGS, INTERSECTIONS & Fy= 33 KSI MIN 37 PHILA ST.
@ 72" O.C. MINIMUM 2" FROM
OUTSIDE FACE OF CONCRETE MIN R-13 WALL INSULATION W/VAPOR SARATOGA SPRINGS, NY
WALL RETARDER FACING TOWARD INTERIOR
�
24" ICE &WATER SHIELD TO � MOISTURE-RESISTANT GWB
COVER TOP OF FOUNDATION � START DATE:
WALL AND BTM OF FRAMED i #10 SCREW-TRACK TO 6x6 10-ga. WWF
WALL � STUD, TYP 6" POURED CONCRETE 2500 PSI.
GRADE SLOPE DN STAMP:
� CONTROL JOINTS 6'x6' O.C. AND
' 1-1/2" DEEP
� �
� a
1 CONTINUOUS#4 REBAR i � _ _
SET 3" FROM TOP OF THE i � - � �
WALL i , � 6 MIL POLY VAPOR BARRIER �iL
' I �
�
8" POURED OR CMU ' i 2"VTR
, R-10 2'-0" RIGID PERIMETER
CONCRETE 3000 PSI 2'-0" MIN. INSULATION '
�
1-'/2" ;
BACKFILL OF NON-CLAY � SINK � 2��
6" GRAVEL BASE COURSE BELOW �
TYPE I —I � I—I I �—� I �—I V.B. (NOT REQUIRED WHERE SLAB 2„ F� �
IS INSTALLED ON WELL-DRAINED 2" ,
48" O.C. CONTINUOUS#4 I SOIL) R SAND-GRAVEL MIXTURE � 'y DATE: 4.29.20
REBAR (VERT)WALL � — �I I I I I I 2
REINFORCEMENT. EXTEND —_ '
REBAR INTO FOOTING (MIN 6" — — COMPACTED SUBGRADE 2 .-'� 2�� FILE:
EMBEDMENT) i = 2" 2„
— GREASE PAGE CONTENT:
8"x 16" CONTINUOUS FOOTING I — INTERCEPTOR
48" MIN DEPTH OVER VIRGIN � — DETAILS
SOIL W/(2) CONTINUOUS#4 � - I I coNNECT To PLUMB. RISER DIAGRAM
REBAR (HORIZONTAL) SET 3" �- EXISTING
FROM BOTTOM. • - SANITARY DRAIN
i DESIGNER: ENGINEER:
SINGER NOLAN
PAPER SIZE: SCALE:
� FOUNDATION DETAIL PLUMBING RISER DIAGRAM
A6 SCALE: 1" = 1'-0" SCALE: N.T.S. C (18"x24") AS NOTED
SHEET:
A6