HomeMy WebLinkAboutApplication 561Sullivan Avenue Sullivan �^ 4
OODS`� NATIONAL REGISTRY OF
FOOD SAFETY PROFESSIONALS®
ra OI CERTIFIES
Z. BURAK UGUR
Nd
HAS SUCCESSFULLY SATISFIED THE REQUIREMENTS FOR THE
CERTIFIED
FOODSAFETYMtANAGER O FOOD SAFETY MANAGER
R
UNDER THE
CONFERENCE FOR FOOD PROTECTION STANDARDS
PRESIDENT:
LAWRENCE J.LYNCH,CAE
..i
ACCREDITED PROGRAM
ISSUE DATE: NOVEMBER 1 1, 2015
American National Standards Iftfitode
and the Conte EXPIRATION DATE: NOVEMBER 1 1, 2020
#0656 CERTIFICATE NO: 21 168838
TEST FORM: EXE50
7680 Universal Blvd.,Suite 550,Orlando,FL 32819 This certificate is not valid for more
P(800)446-0257 F(407)352-3603 www.NRFSP.com than five Years from date of issue.
National Registry of Food Safety Professionals® _
00001), National Registry of Food Safety Professionals®
Notification of Test Result ��e Ff CERTIFIED FOOD SAFETY MANAGER
,y A
C 'J -
v
ID#: xxx-xx- Y a BURAK UGUR
Scaled Test Score: 88
CERTIFIED
Candidate Status: Pass R
Test Date: November 11, 2015 „7680 Universal Blvd.
V Suite 550
Orlando,FL 32819 Certificate No:21168838
Toll Free(800)446-0257 Issue Date:November 11,2015
Phone(407)352-3830 Expiration Date:November 11,2020
Fax(407)352-3603
www.NRFSP.com ,
Congratulations! Attached is your certificate and wallet card. Please notify BURAK UGUR
the National Registry of name or address changes at the address below. 110 WALL, ST
WATERBURY, CT 06705
Preventing Contamination and Cross Contamination(Competent)
Ensuring Personal Hygiene and Employee Health (Mastered)
Actively Managing Controls in a Food Establishment(Competent)
Monitoring the Flow of Foods(Competent)
Ensuring Product Time and Temperature(Competent)
Conducting Cleaning and Sanitizing (Mastered)
Managing:Physical Facility Design&Maintenance:Preventing&Controlling Pests(Mastered)
National Registry of Food Safety Professionals® 1 7680 Universal Blvd Ste 550 1 Orlando,FL 32819 Phone:407.352.3830 1 Fax:407.352.3603
� 40 � Town of South Windsor — Health Department
1540 Sullivan Ave., South Windsor, CT 06074— Mailing Address
1530 Sullivan Avenue, South Windsor, CT 06074— Office Address
Phone Number: (860) 337-6173 Fax: (860) 644-1930
SOR-Co'
FOOD ESTABLISHMENT PLAN REVIEW APPLICATION
NEW REMODEL CONVERSION CHANGE OF OWNERSHIP
Name of Establishment:
Category: Restaurant ,Institution Daycare ,Retail Market , Other
Address:
Phone(if available):
Name of Owner:
Mailing Address:
Telephone:
Applicant's Name:
Title(owner,manager, architect, etc.):
Mailing
Address:
Telephone:
Hours of Operation:
Mon Tues Wed Thurs
Fri Sat Sun
Number of Seats: Number of Staff: (Maximum per shift)
Total Square Feet of Facility: Number of Floors on which operations are conducted
Maximum Meals to be Served:(approx. #) Breakfast Lunch Dinner
Projected Start Date of Project: Projected Completion Date of Project:
Type of Service: Sit Down Meals Take Out Caterer Mobile Vendor Other
Name of Establishment:
The following documents must be submitted to the South Windsor Health Department:
Completed Plan Review Application Packet
Proposed Menu(including seasonal,off-site and banquet menus)
Qualified Food Operator Certificate(s) and Designated Alternate Form(if applicable)
Site plan showing location of business in building; location of building on site including alleys, streets;
and location of any outside equipment(dumpsters,well, septic system-if applicable)
Plan drawn to scale of food establishment showing location of equipment,plumbing, electrical services
and mechanical ventilation and equipment schedule
Manufacturer Specification sheets for each piece of equipment shown on the plan
CONTENTS AND FORMAT OF PLANS AND SPECIFICATIONS
Provide plans that are a minimum of 11 x 14 inches in size including the layout of the floor plan accurately
drawn to a minimum scale of 1/4 inch= 1 foot. This is to allow for ease in reading plans.
Include: proposed menu, seating capacity, and projected daily meal volume for food service operations.
Show the location and when requested, elevated drawings of all food equipment. Each piece of equipment
must be clearly labeled on the plan with its common name. Submit drawings of self-service hot and cold holding
units with sneeze guards.
Designate clearly on the plan equipment for adequate rapid cooling,including ice baths and refrigeration,and
for hot-holding potentially hazardous foods.
Label and locate separate food preparation sinks when the menu dictates to preclude contamination and
cross-contamination of raw and ready-to-eat foods.
Clearly designate adequate handwashing lavatories for each toilet fixture and in the immediate area of food
preparation.
Provide the room size, aisle space, space between and behind equipment and the placement of the equipment
on the floor plan.
On the plan represent auxiliary areas such as storage rooms, garbage rooms,toilets,basements and/or cellars
used for storage or food preparation. Show all features of these rooms as required by this guidance manual.
Include and provide specifications for:
Entrances, exits,loading/unloading areas and docks;
Complete finish schedules for each room including floors,walls, ceilings and coved juncture bases;
Plumbing schedule including location of floor drains, floor sinks,water supply lines,overhead waste-
water lines,hot water generating equipment with capacity and recovery rate,backflow prevention,and
wastewater line connections;
Lighting schedule with protectors;
Food Equipment schedule to include make and model numbers and listing of equipment that is certified
or classified for sanitation by an ANSI accredited certification program(when applicable).
Source of water supply and method of sewage disposal. Provide the location of these facilities and
submit evidence that state and local regulations are complied with;
Ventilation schedule for each room;
A mop sink or curbed cleaning facility with facilities for hanging wet mops;
Garbage can washing area/facility;
Cabinets for storing toxic chemicals;
Dressing rooms, locker areas, employee rest areas, and/or coat rack as required
GENERAL DEMOLITION NOTES:
1 ) GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE BUILDING AND SHALL VERIFY ALL ITEMS TO BE REMOVED OR
DEMOLISHED. THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY AND
ACHIEVE THE FULL EXTENT OF DEMOLITION REQUIRED FOR RENOVATION OF ALL SPACES.
2) GENERAL CONTRACTOR SHALL SAVE AND STORE ITEMS TO BE REMOVED AS SPECIFIED BY THE OWNER IN AN ON—SITE
OWNER—DESIGNATED LOCATION TO PREVENT DAMAGE.
3) GENERAL CONTRACTOR SHALL REMOVE ANY EXISTING FLOORING AS REQUIRED AND DISPOSE OF PROPERLY. REMOVE BOND
BREAKERS: WAX, GREASE/OILS, OLD ADHESIVE, AND OTHER RESIDUES/DEBRIS. REMOVE ALL MISCELLANEOUS OBSTRUCTIONS.
4) GENERAL CONTRACTOR SHALL DISPOSE OF ITEMS AS SPECIFIED FOR SALVAGE BY THE OWNER THAT OWNER—IN—FACT DECIDES
NOT TO RETAIN.
5) GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENT OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL DEMOLITION
WORK AND ALL WORK REQUIRED TO MAINTAIN THE BUILDING'S OPERATION.
6) GENERAL CONTRACTOR SHALL PREPARE EXISTING SURFACES FOR NEW FINISHES AT LOCATIONS OF ALL DEMOLITION, FINISH
REMOVAL, AND PRODUCT REMOVAL.
7) GENERAL CONTRACTOR TO FIELD VERIFY ALL QUANTITIES AND MEASUREMENTS PRIOR TO BIDDING.
34'-2"
4" 1'-4" 64" 43 SHAHANI INC.
3'-5" 4'-11 4" Ilk Ilk 14'-9 4" Ilk 4'-4 " Ilk 3'-114"
01 58 Nicole Road
Branford, CT 06405
I I I 1 1 EXISTING WATER METER TO I ELEC. I I I (203) 627-0028
BE RELOCATED iMETER I ,
shahaniinc@sbcglobal.net
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South Windsor, CT 06074
j CON4. WALK I I I �JNC. WALK
II I I II
5'-0„ I 5, 2„ I I 5, 2„ I 3, O„ I 5, O„ I I 5, 2„ I 4, 4„
L. DEMOLITION
8„ 29'-' 01
PLAN
34'-2"
LEGEND :
EXISTING WALL (TO REMAIN) Date DroWing Number
DEMOLITION PLAN (TOTAL BOSS AREA: 568 SF) - - - - scale �
ELEMENTS TO BE DEMOLISHED
c A l
AS NOTED
SCALE: 1/4„ = 1$-O" NEW WALL TO BE CONSTRUCTED/INFILLED
NOTES: 3'-0" @ CASHIER & COFFEE COUNTER
1 ) OWNER SHALL BE RESPONSIBLE FOR HIRING ALL CONTRACTORS AND TOP OF FINISHED SURFACE
SUB—CONTRACTORS WHO ARE LICENSED IN THE STATE OF CONNECTICUT AND (GRANITE COUNTERTOP)
ENSURING ALL WORK PERFORMED COMPLY WITH TOWN OF SOUTH WINDSOR, CT
TYP. EXTERIOR WALL CONSTRUCTION: GUIDELINES.
• 4" VINYL SIDING 6" CONC. SLAB REINFORCED
• VAPOR BARRIER WITH 6x6 W2.9xW2.9 WWF ON 2) ALL WORK SHALL PROCEED ONLY AFTER ATTAINING APPROPIATE PERMITS PER
• 3/4" EXTERIOR GRADE PLYWOOD COMPACTED STRUCTURAL FILL NEW WALK—IN SPECIFIC TRADE.
SHEATHING COOLER o 0
• 2x6 WD. STUDS @ 16" O.C. 3) CONTRACTOR TO VERIFY ANY STRUCTURAL WORK PRIOR TO PERFORMING _
• MIN. R-21 BATT. INSULATION x x - x CONSTRUCTION. 0 0 o CD
• 5/8" FIRE RATED "TYPE X" GYP. BD. a ° a ° a _
(INTERIOR) 1 — 5 CONT. 4) CONTRACTOR OR ANY PERSON(S) PERFORMING WORK SHALL VERIFY ALL : <
TOP & BOTTOM CDx x DIMENSIONS AND EXISTING CONDITIONS IN FIELD PRIOR TO BEGINING WORK.
CN 5) SECURITY CAMERA SYSTEM SHALL BE INSTALLED FOR COMPLETE VISIBILITY OF
ALL GASOLINE PUMP ISLANDS AND EXTERIOR OF BUILDING, INCLUDING SUBSTANTIAL
2"X6" P. TREATED SILL PLATE PEDESTRIAN & PARKING AREAS. — MONITOR DISPLAY TO BE MOUNTED WHERE
F H
„ MONITOR IS VISIBLE FROM ANY DIRECTION BY CASHIER.
2"X6" P. TREATED SILL PLATE 2" RIGID PERIMETER 8
5/4" AZEK TRIM 5.5"W VAPOR INSULATION MIN, 6) CONTRACTOR SHALL "CALL BEFORE YOU DIG" AT #811 OR (800) 922-4455
(COLOR: ARCTIC WHITE) RETARDER AND ENSURE SAFETY FOR THIS SITE AND SURROUNDING AREAS.
WATERPROOF MEMBRANE II CONIC. PAD a WALK-IN COOLER TYP. COUNTER + CABINET DETAIL
II'// '// ' '/ II SCALE: 3/4' = 1'-0" SCALE: 1 /2" = 1'-0"
\ \\ \\� \\ ��\ \\
/// /// /// / ///
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2" RIGID INSULATION
UNDERNEATH ENTIRE SLAB
AND ON INTERIOR PERIMER
OF FOUNDATION WALL
EXTERIOR WALL (4 ADDITION
SCALE: 1 ' = 1 '-0"
±34'-0 4"
BRACE WD. STUDS TO UNDERSIDE OF
STRUCTURE ABOVE 0 °° co
00 °° °° °° °
PRE-FABRICATED WALK-IN
EXTEND GYPSUM WALLBOARD 2'x4' SHELVING 2'x4' SHELVING 2'x4' SHELVING 2'x4 SHELVING 'x4' SHELVING 2'x4' SHELVING 2'x4' SHELVING 2'x4' SHELVING COOLER TO BE INSTALLED
6" ABOVE CEILING ° co °° 00 °° ° 0. °° ° TO "SLAB ON GRADE"
INDIRECTLY CONNECT40,
COOLER/FREEZER DRAIN COOLER EMERGENCY 30'-4Y4"
TO HAND SINK DRAIN LIGHT (TYP.)
lrrH�EW CEILING 105
00 HOT WATER HEATER ABOVE
+I MOP HANGING HOOKS 4a '
WATER
UTILITY TO BE ROOM 21 -7 a 4'-4Yz 3-11J,
Iz le SHAHANI INC.
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58 Nicole Road
'x4' SHELVING 2'x4' SHELVIN METER I 3'-6�" I I Branford, CT 06405
0 00 0 n (203) 627-0028
20 WD. STUDS @ 16" O.C. SC6" shahaniinc@sbcglobal.net
AiER EiER C S
0 Y ELECTRIC CLO.
ON 36" DR. R' 25'-8" OPENING o COFFEE COUNTER o
3 00 NEW HEADER BEAM(S) AS REO'D (34" HIGH) r'
4� (REFER TO STRUCTURAL DWGS) 0 4'-4Y2" OFFICE o
UTILITY M 17'-4" (FLIP TOP 104 �, 4'-6"
z 106 z END CAP END CAP END CAP 36"
SMART BALL SHELVING ABOVE N v 3'-Q" 3'_O" COUNTER) o POCKET
C7 - a 4, 6„ 3, O„ D R.
CONVENIENCE
� O m 3'-4 - - - 3-0"
n HAND � O O O 9 a 4' GONDOLA 4' GONDOLA 3' GONDOLA a 36" DR. STORE ADDITION
o SINKCUSTOM p p p Q Q
3 DOOR o 0 0 4'-4" AND RENOVATION
2x4 WD. STUDS D - FREEZER D D D z z nO M
F- r HAND L'i w s n
9 r II END CAP END CAP END CAP = F
5/8" FIRE RATED "TYPE X" CHECKOUT < Q
+0'—3" I U I o, o = 70 oc 102 STORAGE <
7
GYP. BD. EACH SIDE � UNISEX SALES
RESTROOM z�, NEW HEADER BEAM(S) AS REO'D—A 103
101 UT
I 107 (INSTALL TILES ACCROSS ENTIRE FLOOR)= (REFER TO STRUCTURAL WGS) EMERGENC I U F_ _ ON LEVEL CONC. SLAB (TYP.) ;d PUMP SHUT \ O
7 I SEE ICE REAM OFF SWITCH I U
TYP. INTERIOR WALL m DWG A6 NOV LTY
36" DR. GONDOLA6OL L L ATM 4' GONDOLA 4' GONDOLA D
l 4" HI H 4" HI H EXIT 4" HI H 4" HI H EXIT
»
SCALE: 1 1 /2 - 1 -0 NEN STOREFRONT WINDOW NEW STOREFRONT WIND NEW STOREFRONT WINDOW NEW STOREFRONT WINDOW569 Sullivan Avenue
(M TCH EXISTING) (MATCH EXISTING) (MATCH EXISTING) (MATc EXISTING) S�
INSTALL OUTDOOR I I I I I INSTALL OUTDOOR
/NDW
EMERGENCY LIGHT IEMERGENCY LIGHT iSouth Windsor, CT 06074
+0'-0" SLOPE UP +0'-3 ' CONC WALK qEW STOREFRONT CIONC. WALK I I I I TgNC. WALK
DOOR (MATCH
EXISTING)
7'-2" CLR.
'-2Y'1 5-2" 1 1 5-2" 1 3,-0„ 1 5,-0„ 1 1 5-2" 4,-4„
8'-53/," 5 2" 8" 5' 2" 3 4" 5' 2" 8" 5' 2" 8" 26'-OY4" g" PROPOSED
el
Ir 5'-0" 30'-0" ADDITION 3'-9 le 30'-4Y4" FLOOR PLAN
100, REBUILD PORTIO111
OF EXISTING WALL
EXISTING WALL (TO REMAIN) Date DroWing Number
PROPOSED FLOOR PLAN (TOTAL BOSS AREA: 1365 SF - - - - 51312016
ELEMENTS TO BE DEMOLISHED
c AZ
AS NOTED
SCALE: 1 /4" = 1'—o" NEW WALL TO BE CONSTRUCTED/INFILLED
GENERAL NOTES FOR SEISMIC RESTRAINT OF SUSPENDED ACOUSTICAL CEILING SYSTEMS
1 URESCENT L.E.D. LIGHTING @ ALL SUSPENDED CEILINGS SHALL HAVE SUSPENSION SYSTEMS PROVIDED 3. INSTALLATION
LIGHTHT FIXTURE (TYP.) DOORS (TYP.) AS INDICATED AND IN ACCORDANCE WITH CURRENT STATE CODES
a. VERTICAL HANGERS:
AND REFERENCED STANDARDS AS APPLICABLE. SUSPENSION WIRES SHALL NOT BE SMALLER THAN N0. 12 GAUGE
SUSPENSION SYSTEM COMPONENTS FOR ACOUSTICAL CEILINGS SPACED AT 4 FEET ON CENTER OR NO. 10 GAUGE SPACED AT 5-0"
(DIRECT-HUNG ACOUSTICAL TILE AND/OR LAY-IN-PANEL CEILINGS) O.C. ALONG EACH MAIN RUNNER UNLESS CALCULATIONS JUSTIFYING
EMERGENCY SHALL BE A MINIMUM ASTM C 635 INTERMEDIATE DUTY THE INCREASED SPACING ARE PROVIDED.
LIGHT (TYP.) CLASSIFICATION. INSTALLATION SHALL BE IN ACCORDANCE WITH
ASTM C 636 AND APPLICABLE CISCA STANDARDS SPECIFIED AND EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING
INDICATED BELOW, EXCEPT AS MODIFIED BY THE CONTRACT SUSPENSION MEMBER AND TO THE SUPPORT ABOVE WITH A MINIMUM
COOLER DOCUMENTS. OF THREE TURNS. ANY CONNECTION DEVICE AT THE SUPPORTING
MINIMUM DESIGN LOADS: CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN
8 -0 FLOURESCENT 100 LBS.
2 x2' 1. LATERAL FORCES:
LIGHT FIXTURE (TYP.) SUSPENSION WIRES SHALL NOT HANG MORE THAN 1 IN 6
SUCH CEILINGS SYSTEMS AND THEIR CONNECTIONS TO THE OUT-OF-PLUMB UNLESS COUNTERSLOPING WIRES ARE PROVIDED.
ELEC. BUILDING STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED TO
HOT WATER HEATER METER RESIST THE LATERAL FORCE REQUIRED BY THE BUILDING CODE AS WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING
INDICATED BELOW. MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL
BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION.
0? NEW HEADER BEAM(S) AS REQ'D CONNECTION OF LIGHTING FIXTURES TO THE CEILING SYSTEM SHALL TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK-TO-BACK
C (RE ER TO STRUCTURAL D GS) BE DESIGNED FOR A LATERAL FORCE OF 100 PERCENT OF THE 11'4" COLD-ROLLED CHANNELS FOR SPANS EXCEEDING 48".
"1 WEIGHT OF THE FIXTURE.
CONNECTIONS OF WIRE HANGERS TO STRUCTURE SHALL BE IN
2. SUBSTANTIATION: ACCORDANCE WITH THE REQUIREMENTS OF THE REFERENCED CISCA
O O O O t O O O O STANDARDS.
O - EACH CEILING SYSTEM MANUFACTURER SHALL FURNISH LATERAL
E E LOADING SYSTEMS, INDICATING THE FOLLOWING: b. PERIMETER HANGERS:
a. MAXIMUM BRACING PATTERN AND MINIMUM WIRE SIZES. THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER
b. TENSION AND COMPRESSION FORCE CAPABILITIES OF MAIN RUNNER HALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8" FROM EACH
- SPLICES, CROSS RUNNER CONNECTIONS, AND EXPANSION DEVICES. WALL OR CEILING DISCONTINUITY WITH NO. 12 GAUGE WIRE OR
ALL TESTS SHALL BE CONDUCTED BY AN APPROVED TESTING APPROVED WALL SUPPORT, THESE WIRES SHALL NOT HANG MORE
AGENCY. THAN 1 IN 6 OUT-OF-PLUMB AND MUST BE CONNECTED TO AN
NEW HEADER BEA (S) AS GS) BASIC PROVISIONS FOR SEISMIC ZONE 2 (CONNECTICUT) ADJACENT WALL OR TO THE STRUCTURE ABOVE.
�' �EXHA T ( EFER T STRUTTURAL DWGS)
``' FAN EACH INDIVIDUAL LIGHT FIXTURE SHALL BE POSITIVELY ATTACHED TO c. LATERAL FORCE BRACING:
THE CEILING GRID IN ACCORDANCE WITH APPLICABLE REQUIREMENTS
OF THE NATIONAL ELECTRICAL CODE. IN ADDITION, EACH INDIVIDUAL WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED,
O FIXTURE AND ATTACHMENTS WITH A COMBINED WEIGHT OF 56 LBS. HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO. 12
O O O O O O O O OR LESS SHALL HAVE TWO NO, 12 GAUGE WIRE HANGERS ATTACHED GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2" OF THE
E E EQ. EQ. EQ. EQ AT DIAGONAL CORNERS OF THE FIXTURE. THESE WIRES SHALL BE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM EACH OTHER
SLACK. ANY FIXTURE AND ATTACHMENT WITH A COMBINED WEIGHT AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE
10
GREATER THAN 56 LBS. SHALL BE INDEPENDENTLY SUPPORTED FROM CEILING, A STRUT FASTENED TO THE MAIN RUNNER SHALL BE
THE STRUCTURE. EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS
0 o SUPPORTING THE ROOF OR FLOOR ABOVE, AS SHOWN IN DETAIL 1C.
cj N E IT N THE MAIN RUNNER/CROSS RUNNER INTERSECTIONS AND ALL GRID
EXIT SPLICES SHALL HAVE AN AVERAGE ULTIMATE TEST STRENGTH OF 60 THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL
LBS, OR MORE IN BOTH TENSION AND COMPRESSION. THE TENSILE COMPONENT INDUCED BY THE BRACING WIRES. THESE HORIZONTAL
�TNESgTNSHpAILLE ALLOW FOR A 5-DEGREE OFFSET OF THE CONNECTION RESTRAINT POINTS SHALL BE PLACED 12'-0" O.C. IN BOTH DIRECTIONS
2'x4' FLOURESCENT INSTALL OUTDOOR WALL MOUNTED EMERGENCY LIGHTING UNIT INSTALL OUTDOOR THE AYRUCAVERAGE WEIGHT OF THE CEILING SYSTEM, INCLUDING WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL. ATTACHMENT
LIGHT FIXTURE (TYP.) (2) HALOGEN LAMPS AND SEALED LEAD CALCIUM GRID, PANEL OR TILE, LIGHT FIXTURES, AND AIR TERMINALS SHALL OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE
EMERGENCY LIGHT BATTERY. INTEGRAL TEST SWITCH, CHARGER LOW EMERGENCY LIGHT VOLTAGE DISCONNECT. 120 VOLTS. (TYP.) BE 2.5 PSF OR LESS. ALL OTHER SERVICES SHALL BE SUPPORTED ADEQUATE FOR THE LOAD IMPOSED.
NEW SUSPENDED ACOUSTICAL CEILING @ REPAIR & REPLENISH SUSPENDED EMERGENCY OPERATION = 90 MINUTES (TYP.) INDEPENDENTLY FROM THE CEILING SYSTEM. FOR CEILINGS THAT
HAVE AN AVERAGE WEIGHT GREATER THAN 2.5 PSF, THE CELING LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF
8'- 10" IN HEIGHT FROM FINISH FLOOR IN ACOUSTICAL CEILING @ 8'- 10" IN HEIGHT SHALL BE INSTALLED AS SPECIFIED IN ZONE 3-4 PROVISIONS, 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT
CONVENIENCE STORE AREA. (TYP.) (ADJUST FROM FINISH FLOOR IN CONVENIENCE STORE TAKING INTO ACCOUNT THE DESIGN LATERAL FORCE FACTOR PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES.
GRID TO WRAP AROUND PERIMETER OF AREA. TYP. ADJUST GRID TO WRAP APPROPRIATE FOR ZONE 2. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE
(TYP.) ( STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN
COOLER AREA WALLS, CEILINGS, ETC.) AROUND PERIMETER OF COOLER AREA OTHER DEVIATIONS OR VARIATIONS MAY BE ACCEPTABLE IF LOAD OF NOT LESS THAN 200 LBS. OR THE ACTUAL DESIGN LOAD,
WALLS, CEILINGS, ETC.) SUBSTANTIATED BY VERIFIABLE ENGINEERING DATA. WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER.
THE CEILING SYSTEM SHALL NOT BE USED TO PROVIDE LATERAL d. PERIMETER MEMBERS:
SUPPORT FOR WALLS OR PARTITIONS. WALLS OR PARTITIONS MAY
REFLECTED CEILING PLAN BE ATTACHED THE CEILING GRID PROVIDED THEY ALLOW THE UNLESS PERIMETER MEMBERS ARE A STRUCTURAL PART THE
CEILING MEMBRANE
BE
NE TO MOVE LATERALLY TO ACCOMMODATE THE APPROVED SYSTEM, WALL ANGLES OR CHANNELS SHALL BE
REQUIRED CLEARANCE AS SPECIFIED BELOW. CONSIDERED AS AESTHETIC CLOSURES AND SHALL HAVE NO
STRUCTURAL VALUE ASSESSED TO THEMSELVES OR THEIR METHODS
1f ALL PERIMETER CLOSURE ANGLES OR CHANNELS SHALL PROVIDE A OF ATTACHMENT TO THE WALLS. ENDS OF MAIN RUNNERS AND SHAHANI INC.
SCALE: 1 /4 = 1 -0 SUPPORT LEDGE OF APPROXIMATELY 3/8" OR GREATER. A TERMINAL CROSS MEMBERS SHALL BE TIED TOGETHER TO PREVENT THEIR
END OF A GRID MEMBER (OR TILE) SHALL REST ON THE LEDGE OR SPREADING. 58 Nicole Road
MOLDING WITH AT LEAST %" CLEARANCE FROM AN EDGE OR WALL ALL PERIMETER CLOSURE ANGLES OR CHANNELS SHALL PROVIDE A Branford, CT 06405
AS SHOWN IN DETAIL 2.
SUPPORT LEDGE OF APPROXIMATELY %" OR GREATER. A TERMINAL (203) 627-0028
FOR PERIMETER CLOSURE ANGLES THAT PROVIDE A SUPPORT LEDGE END OF A GRID MEMBER (OR TILE) SHALL REST ON THE LEDGE OR
OF LESS THAN NOTED ABOVE, THE THERMINAL ENDS OF EACH CROSS MOLDING WITH AT LEAST Y2" CLEARANCE FROM AN EDGE OR WALL AS shahaniinc@sbcglobal.net
RUNNER OR MAIN RUNNER SHALL BE INDEPENDENTLY SUPPORTED SHOWN IN DETAIL 2C.
WITHIN 8" FROM EACH WALL OR CEILING DISCONTINUITY AS SHOWN IN
12
DETAIL 1, 4. LIGHTING FIXTURES:
HANGER IRE ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE
PERIMETER SUPP RTS THIS SUPPORT MAY BE A N0, 12 GAUGE HANGER WIRE OR OTHER SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE
TWO ALTERNATIV SUPPORT THAT PREVENTS THE GRID FROM FALLING. THIS WIRE DOES A CAPACITY OF 100 PERCENT OF THE LIGHTING FIXTURE WEIGHT
NOT NEED TO BE VERTICAL BUT SHALL NOT HAVE A SLOPE GREATER ACTING IN ANY DIRECTION. WHEN INTERMEDIATE-DUTY SYSTEMS ARE CONVENIENCE
12 GA. HANGER RE THAN 1 IN 6 OUT-OF-PLUMB. A 3/8" GRID END CLEARANCE FROM A
ANCHORED TO WALL SHALL BE MAINTAINED. USED, N0. 12 GAUGE HANGER WIRES SHALL BE ATTACHED TO THE
PERIMETER WALL. GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. STORE ADDITION
ATTACHMENT TO G ID ALL CEILING PENETRATIONS (COLUMNS, SPRINKLERS, ETC.) AND TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
MAY BE WITHIN 8 I INDEPENDENTLY SUPPORTED FIXTURES OR SERVICES SHALL BE WHERE HEAVY-DUTY SYSTEMS ARE USED, SUPPLEMETAL HANGERS
FROM THE WALL, B T CONSIDERED AS PERIMETER CLOSURES THAT SHALL ALSO ALLOW THE ARE NOT REQUIRED IF A 48" MODULAR HANGER PATTERN IS AND RENOVATION
THE WALL NOTED CLEARANCES BY USING SUITABLE ESCUTCHEONS OR CLOSURE FOLLOWED. WHEN CROSS RUNNERS ARE USED WITHOUT
ATTACHMENT WIRE DETAILS. SUPPLEMENTAL HANGERS TO SUPPORT LIGHTING FIXTURES, THESE
MUST NOT EXCEED A AT WALL CLOSURE LEDGES, THE CROSS RUNNER AND MAIN RUNNER CROSS RUNNERS SHALL PROVIDE THE SAME CARRYING CAPACITY AS
Y$ SLOPE (10•). ENDS SHALL BE PREVENTED FROM SPREADING APART FROM EACH THE MAIN RUNNER,
10* M X 1 OTHER. PERMANENT ATTACHMENT (I.E., POP RIVETS) FOR GRID LIGHTING FIXTURES WEIGHING LESS THAN 56 LBS, SHALL HAVE, IN
�6 ALIGHNMENT PURPOSES SHALL BOT BE PERMITTED. ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, TWO N0, 12
6 1� GAUGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE
1 SFLf�AW �NT1 RSEGrO i OF FOR ESSENTIAL FACILITIES, IN ADDITION TO THE REQUIREMENTS IN
FACE OF WALL ±10• MAX ��94ALL BE ATTACHM NT14 ITEM 5, A MINIMUM %" WALL ANGLE, AND PERIMETER SUPPORT OF STRUCTURE ABOVE. THESE WIRES MAY BE SLACK,
M5C*AN1C.& KrERLDCKft EACH CROSS RUNNER AND MAIN RUNNER SHALL BE REQUIRED. IN LIGHTING FIXTURES WEIGHING 56 LBS OR MORE SHALL BE SUPPORTED
12 GA. HANGER WIRE a AA5PCJPFT&M,5C4e*,PRS, ADDITION, A Y2" GRID END CLEARANCE FROM A WALL SHALL BE DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS.
ANCHORED TO FACE OF WALL PLATE KTH ffW TAa5 OR OPfR MAINTAINED.
STRUCTURE ABOVE D6N PENDANT-HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY
SPACER BAR TO AND HUNG VERTICALLY LOAV 0R 6L.TVAlE AX1&TEM51ON FROM THE STRUCTURE ABOVE USING N0. 9 GAUGE WIRE OR AN 569 Sullivan Avenue
(±10°) A MAX OF 8 IN. SPACER BAR TO KEEP OR�R'R�KH 60 pojc!w. APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING
KEEP PERIMETER FROM THE PERIMETER. PERIMETER SUSPENSION SYSTEM FOR DIRECT SUPPORT.
COMPONENTS FROM COMPONENTS FROM
SPREADING APART. » SPREADING APART. 5, MECHANICAL SERVICES:
South Windsor, CT 06074
#8 X 1 SHEET
%" MIN. 8 X 1 SHEET MAIN OR CROSS METAL SCREWS --
UTAL SCREWS INTO METAL STUDS 5E15MG LDGKW PIN CEILING MOUNTED AIR TERMINALS OR SERVICES WEIGHING LESS THAN
INTO METAL STUDS RUNNER .,� 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING
@ 1'-4" O.C.MAX. Q 1'-4" O.C. MAX. I � SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS WITH THE SAME
%" MIN. MAIN OR CROSS
RUNNER CARRYING CAPACITY AS THE MAIN RUNNERS.
TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 REFLECTED CEILING
LBS, SHALL HAVE, IN ADDITION TO THE ABOVE, TWO N0, 12 GAUGE
WALL ANGLE HANGERS CONNECTED FROM THE TERMINAL OR SERVICE TO THE
CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. THESE pLANAND DETAILS
GR�T1� WIRE MAY BE SLACK.
KkN OEM TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE
WALL ANGLE
s" MIN, ii � SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED
ACOUSTICAL PANEL
HANGERS.
%" MIN. ACOUSTICAL PANEL
Date Drawing plumber
8" MAX.
919
17 51312016
PERIMETER CLOSURE ANGLE DETAIL PERIMETER CLOSURE ANGLE DETAIL SEISMIC CEILING CONNECTION Scale A 3
3 SCALE: N.TS. AS NOTED
• ' _ ' SEISMIC ZONE � SCALE 6' =1'-0' SEISMIC ZONE 2 SCALE: 6 1-0 S M NE 2 SEISMIC ZONE 2 S M N
(FOR CLOSURE ANGLE YM LESS THAN 7/8' SUPPORT LEDGE)
TYP. NON-ILLUMINATED 1-1/2" DEEP WHITE
ALUMINUM PANEL WITH APPLIED 3M 77-25
OPAQUE SERIES VINYL DECAL
EXISTING WOOD SIDING
N
I ii i i ii I
„
5-0„ 5'-2„ I I 5'-2„ I 3'-0" I 5-0" I I 5'-2" 4'-4„ 4, 6„
Ll
Ll
34'-2"
EXISTING FRONT ELEVATION
SCALE: 1 /4" = 1'-0"
N N
O O
I� I�
\-
SHAHANI INC.
_ 58 Nicole Road_
---—— Branford, CT 06405
(203) 627-0028
I I I j shahaniinc@sbcglobal.net
16'-7Y" 4'-4" 4'-4" 16'-7�"
EXISTING LEFT ELEVATION EXISTING RIGHT ELEVATION CONVENIENCE
SCALE: 1 /4" = 1'-0" SCALE: 1 /4 11 = 1'-0" STORE ADDITION
AND RENOVATION
EXISTING. ARCH. ROOF
SHINGLES
EXISTING. CHU BLOCK
N
-------- 569 Sullivan Avenue
South Windsor, CT 06074
0
EXISTING
i
ELEVA TIONS
� I
ol
4'-6" 34'-2" 4'-6" ol
Date DraWing Number
51312016
EXISTING REAR ELEVATION Scale
AS NOTED A4
SCALE: 1 /4" = 1'-0"
NEW ARCH, ROOF SHINGLES TYP. NON-ILLUMINATED 1-1/2" DEEP WHITE
ALUMINUM PANEL WITH APPLIED 3M 77-25
OPAQUE SERIES VINYL DECAL
NEW 4" VINYL SIDING
N N
-—-—-—-—
cD
8'-5 4" 5'-2„ [8" 5'-2„ 3'-4„ 5'-2„ [8" 5'-2„ 1'-2Y 5'-2„ 18"I 5'-2" 3'-0" I 5'-0" I I 5'-2" I 4'-4" 4'-6ol
5'-0" 30'-0" ADDITION 3'-9
REBUILD PORTION.
OF EXISTING WALL
PROPOSED FRONT ELEVATION
SCALE: 1 /4" = 1'-0"
NEW ARCH. ROOF SHINGLES NEW ARCH. ROOF SHINGLES
NEW 4" VINYL SIDING NEW 4" VINYL SIDING
N N
8'-A' — ----- 8'-9Y„
a
ZD ZD
z z
Q o o Q
NEW WALK-IN NEW WALK-IN °J
COOLER ° COOLER
SHAHANI INC.
58 Nicole Road
Branford, CT 06405
(203) 627-0028
I I I j shahaniinc@sbcglobal.net
16'-7Y" 4'-4" 4'-4" 16'-7�"
PROPOSED LEFT ELEVATION PROPOSED RIGHT ELEVATION CONVENIENCE
SCALE: 1 /4" = 1'-0" SCALE: 1 /4 11 = 1'-0" STORE ADDITION
AND RENOVATION
NEW ARCH. ROOF SHINGLES
EXISTING. CMU BLOCK
N
569 Sullivan Avenue
ol
lo + South Windsor, CT 06074
_
z
NEW WALK-IN
COOLER co
PROPOSED
i
ELEVA TIONS
4'-6" 30'-1 y"
Date DroWing Number
51312016
PROPOSED REAR ELEVATION Scale
AS NOTED A 5
SCALE: 1 /4" = 1'-0"
1. LOCATE THE SWING UP GRAB BAR
PROVIDE TRUEBRO LAV GUARD THE SAME DISTANCE FROM THE WATER
MODEL: 102- EZ CLOSET CENTERLINE TO THE SIDE
EMERGENCY CALL GRAB BAR,
BUTTON WITH PULL 2. MOUNT THE HEIGHT OF THE REAR
GFI OUTLET 4'> GRAB BAR AS REQUIRED TO ACCOMMODATE
\_ 1 '- 0" 1 '- 3' 18" GRAB BAR CORD THE HEIGHT AND OPERATION OF THE SWING
SURFACE 3, 6„ 1 , 0„ UP GRAB BAR.
MOUNTED SOAP 3. MOUNT THE TOP OF THE SIDE GRAB
3'- " BAR AT THE SAME HEIGHT AS THE
ELECTRIC DISPENSER 3 - 3,9 69, 3 SWING UP GRAB BAR.
REACH DEPTH FOR FAUCET HAND 2 0" 18 GRAB BAR
DRYER MIRRO II
1 MA 42 GRAB BAR 42" GRAB BAR EQ. EQ.
36 GRAB BAR
36" �
X zq '< z GRAB z 18 - z o
X Q � ;� Q � Q ;v, SWING UP
z z < _ 1 _ 1 o �N _�;' AR _ `� � � GRAB BAR
0' � � CAI 1 - 3 � � �
N N r� r� r l� Z r� 0 r r�
N
NI IN
ACCESSORLS LAV. WTH HUNG WALL L�WRANCE
8"MIN. KNEE CLEARANCE TYPICAL FRONT
ELEVATION ELEVATION
17"MIN. DEPTH
ACCESSIBLE MOUNTING HEIGHTS (TYP.)
SCALE: 1/2" = 1'-0"
RESTROOM ACCESSORIES, EQUIPMENT & FIXTURES (APPROVE EQUAL):
1 . SOAP DISPENSER: BOBRICK B-40 CLASSIC SERIES SURFACE-MOUNTED SOAP DISPENSER
2. PAPER TOWEL DISPENSER: BOBRICK B-72974 AUTOMATIC ROLL PAPER TOWEL DISPENSER
3. TOILET TISSUE DISPENSER: BOBRICK B-5288 MATRIX SERIES MULTI-ROLL TOILET TISSUE DISPENSER 7'-2" MIN. CLEAR TO FACE OF WALL
4. 18" GRAB BAR: BOBRICK B-5806-18, 18 X 1 -1 /4 INCH STAINLESS STEEL GRAB BAR (INCLUDING ANY TILE WAINSCOT) CONFIRM SINK DIMENSION
5. 36" GRAB BAR: BOBRICK B-5806-36 36 X 1 -1 /4 INCH STAINLESS STEEL GRAB BAR 5'-0"
i ADA 18" 2'-0" IBC 2003 + 2005 CT SUPPL.
6. 42" GRAB BAR: BOBRICK B-5806-42, 42 X 1 -1 /4 INCH STAINLESS STEEL GRAB BAR CT. SUPPL. 2005 6"r-MAX 11"± 1'-3" (SEC 604.5.3)
ADDITIONAL GRAB BAR WHERE READ. Q MIN ADDITIONAL GRAB BAR SHAHANI INC.
7. HOOK: BOBRICK B-212 CLOTHES HOOK AND BUMPER4'-fv1IN. WHERE WHERE REQUIRED. 58 Nicole Road
8. WATER FOUNTAIN: HALSEY TAYLOR HTV4-Q NOTE: ADA REQUIRES 36" SPACE IS LIMITED IF SWING-AWAY BAR IS
USED, CONFIRM CLEARANCES Branford, CT 06405
ALARM PULL SWITCH WITHIN AT ADAJACENT SINK BASED (203) 627-0028
9. SINK: PORCHER 26040 - CENTER HOLE, LEFT HAND PULLET
ECORD E T NDINGITH TO A ON GRAB BAR LENGTH. shahaniinc@sbcglobal.net
10. TOILET: KOHLER K-3810 SANTA ROSA COMFORT HEIGHT ONE-PIECE COMPACT ELONGATED 1 .28 GPF TOILET WITHIN 12 INCHES OF THE FLR.
ox
11 . HAND DRYER: EXCEL XLERATOR® MODEL XL-SB o
Q
CONVENIENCE
00
Q _ 'I 1 9 AD�" STORE ADDITION
Q Q Q I 305.3 606.2
`j_ -3:: AND RENOVATION
I
� � I
- - - - -
Ld
Z/II I o — — — J CT. SUPPL. 2005
_ 1+ , LEVER HANDLE
I z 4'-0" ADA PRIVACY LOCKSET
I 18" GRAB BAR
u WHEELCHAIR CT. SUPPL. 2005
�\ TURNING SPACE EMERGENCY CALL SYSTEM
cc N (CIRCULAR OR T-SHAPED) 32 MIN. CLEAR VISIBLE AND AUDIBLE ARLARM
1994 ADA IN A NORMALLY OCCUPIED
CT. SUPPL. 2005 � AREA 569 Sullivan Avenue I
FRONT APPROACH UNOBSTRUCTED CLEARAN E"� -O" 3'-0" MIN ggNERALNOTE&
�,�► ��, rli l - ' I (WHERE BOTH CLOSER AND LATCH PROVIDED MIN, DOOR WIDTH SINK MUST BE A MIN. OF 17" South Windsor, CT 06074
DOOR CAN HAVE A CLOSER LONG, THE CLEAR FLOOR SPACE
I I I j I NOTE MAY EXTEND A MAX. OF 19"
I i . 1, IBC 2003 + 2005 CT SUPPLEMENT - DOORS SHALL NOT SWING INTO THE CLEAR FLOOR OR GROUND SPACE OR UNDER THE SINK.
I CLEARANCE FOR ANY FIXTURE EXCEPTION: WHERE THE ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR OR CONFIRM THE LENGTH OF THE SINK
GROUND SPACE COMPLYING WITH —3 30"X48') IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE TO BE USED PRIOR TO APPLYING
DOOR SWING. THE 4'-0" DIMENSION,
ADA AUGUST 1994 - SEC. 4.22.2 DOORS - DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE ICC/ANSI 606.5 MAX. BOWL DEPTH
REQUIRED FOR ANY FIXTURE (UFAS REQUIREMENTS ARE SIMILAR) TO BE 6 112" TYPICAL H.C. ACCESSIBLE
CONCLU"THE DOOR MAY SWING INTO THE CLEAR FLOOR SPACE OF THE ANSI REQUIREMENTS SINCE IT IS MOST MANF. ADA COMPLIANT
A TOILET FOR INDIVIDUAL USE BUT IT CANNOT SWING INTO THE CLEAR FLOOR SPACE REQUIREMENTS OF ADA, SINKS ARE 17" TO 19" LONG RESTROOM LA POUT
RASED BRAILLE CHARACTERS 2. COORDINATE SURFACE MOUNTED TOILET ACCESSORIES, IF PROVIDED, WITH REQUIRED CLEAR FLOOR OR GROUND FAUCET CONTROLS - CT. SUPPL. 2005
SPACE CLEARANCES AND WHEELCHAIR TURNING SPACE CLEARANCES.
AND DETAILS
ACCESSIBLE SIQNAQE TOILET ROOM SINGLE OCCUPANCY ACCESSIBLE TOILET LAYOUT (TYP.) Date DroWing Number
51312016
SCALE: N.T.S. SCALE: 1/2" = 1'-0" Scale
AS NOTED A 6