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HomeMy WebLinkAbout7446 Gall BlvdINTERIOR AND EXTERIOR RENOVATIONS FOR 7446 GALL BLVD. M2101M I - I - m 11 1 0 1 It 1 5 - Y- A — K-0 ---ddamr, 21 _I ;"4q V� v�j'11 J l(> 0RID LL ( "�e REVISIONS BY f, ' y00 UU� N U y 7 U G 3 ti 3 ti . 0 N H W LL I h N M 00 No :4D Cn Q d L O 0 v O "v •i C O V) m �p m V) Cp t Q W .0 � � a a N O a� C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet T1 MATERIAL LEGEND CONSTRUCTION NOTES GENERAL NOTES WILDING CODE IWORMATION INDEX OF DRAWINGS EARTH/ FILL I. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL I. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF APPL ICA6LE GORES AND STANDARDS TI TITLE SHEET `.. BRICK BE IN ACCORDANCE WITH ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLA55 "B" INTERIOR FINISH RATING IN EXIT AND EXIT ACCESS AREA. CLASS "C" ELSEWHERE. THE NATIONAL FIRE CODE "FLORIDA BUILDING CODE," "FLORIDA PLUMBING CODE," "FLORIDA MECHANICAL CODE," "NATIONAL ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, THE FLORIDA BUILDING CODE, 2010 EDITION • BUILDING TZ A HUREVIATION SHEET T3 RESPONSIBILITIES SCHEDULE AND FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES • PLUMBING a �: • G CONCRETE STUCCO, CEMENT PLASTER, LIGHTWEIGHT CONCRETE 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT, MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT BE USED. HAVING LOCAL JURISDICTION. 2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT • MEG-IANICAL • FUEL GAS • ELECTRICAL • EXISTING BUILDING Di EXISTING / DEMOLITION ARCHITECTURAL SITE MAN DZ EXISTING /DEMOLITION FLOOR PLAN 03 EXISTING / DEMOLITION ELEVATIONS 2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CMU- LARGE SCALE CMU- SMALL SCALE 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR AND GLASS BELOW 18" A.F.F. AND ALL GLAZING IN DOORS SHALL BE SAFETY GLASS, TEMPERED GLA55 OR ACRYLIC PLASTIC SHEET. PER FBC-2406.1 4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES A201• 3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND REGULATIONS OF ASI ARCHITECTURAL SITE FLAN AND DETAILS Ala EQUIPMENT FLOOR PLAN Alb EQUIPMENT FLOOR PLAN AND SCHEDULE FLORIDA FIRE PREVENTION CODE FIFTH EDITION NFPA 101 LIFE SAFETY CODE FLORIDA EDITION NATIONAL ELECTRICAL CODE 2010 EDITION METAL -LARGE SCALE BETWEEN 21" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21" ABOVE FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE THE AUTHORITIES HAYING JURISDICTION OVER THE WORK, AND OF ANY NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS. 4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, Alc ENLARGED TOILET PLAN AND TOILET ELEVATIONS A2 REFLECTED CEILING PLAN AND DETAILS 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN USE AND OCCUPANCY CLASSIFICATION METAL OR SHEET METAL -SMALL SCALE l,! / % WOOD FINISH STANDING OBJECTS MOUNTED ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCE5515LE ROUTE OR MANEUVERING SPACE. 5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT EXPERIENCED IN THE WORK OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL TO BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE UNSATISFACTORY WORK, THE CONTRACTOR A3 ROOF PLAN AND DETAILS Aq, EXTERIOR ELEVATIONS Asa WALL SECTIONS A5b WALL SECTIONS ASSEMBLY -GROUP A3 WOOD BLOCKING CONTINUOUS LOCATIONS INCLUDING, BUT NOT LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET ACCE55ORIES, GRAB BARS, WALL STOPS, ETC- ISGA. GALV. FLAT METAL MAY BE USED IN LOCATIONS APPROVED BY ARCHITECT. MAY REMOVE AND REPLACE IT, AND CHARGE THE COST TO THE SUBCONTRACTOR 5. IT 15 THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO A6d INTERIOR ELEVATIONS Abb INTERIOR ELEVATIONS Al DOOR SCHEDULE / DETAILS CLASSIFICATION OF WORK DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE I01e FINISH FLOOR WOOD BLOCKING INTERMITTENT rc. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED PER FEBC EXISTING BUILDING SECTION 405 -ALTERATION LEVEL-3 IDIb FINISHES SCHEDULES !171 PLYWOOD THESE DOCUMENTS OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR N1 ARG41TECTURAL SPECIFICATIONS N2 ARCHITECTURAL SPECIFICATIONS GENERAL BUILDING HEIGHTS AND AREAS 1. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN AFTER COMPLETION OF THE PROJECT. TABLE 503 MAX. ALLOWED PROVIDED GYPSUM WALLBOARD ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 AND ASTM C (036. (c. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT PI PLUMBING SANITARY PLAN, SCHEDULE / RISE TOTAL BUILDING AREA 60M 2,411 11 111 11 1 litDAMAGE OR DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED RIGID INSULATION 8. MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM SURFACES, ALL PRODUCTS AND PARTS SHALL BE CONSTRUCTED/ MI MECHANICAL PLAN/DETAIL t LEGEND BUILDING HEIGHT 40' 19'-0" �vr -;v' C"C' � BATT INSULATION SHALL HAVE A MINIMUM CLASS C FLAME SPREAD AND SMOKE -DEVELOPED INDEX WHEN TESTED IN ACCORDANCE WITH ASTM E 84. FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE E, GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE E) ELECTRICAL LIC'�iTINi3 PLAN E2 ELECTRICAL POWER MAN PLAN NUMBER OF STORIES I I - TOTALS REFLECT AREA MODIFICATION AS FOLLOWS: 9. INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND RISER RI EE3 ELECTRICAL RISCHEDULES WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONA55OR5ENT SURFACE TO A HEIGHT OF (4) FOUR FEET ABOVE THE FINISHED 1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. FRONTAGE INCREASE PER FB06 C 52 = 9ld0go AUTOMATIC SPRINKLER SYSTEM PER FBC 5062 = 0.0mo ELECTRICAL SPECIFICATIONS AND LEGEND FLOOR MINIMUM. THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT 15 NOT ADVERSELY AFFECTED BY MOISTURE. 8. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF EXISTING GROSS BUILDING AREA 2331 SQF CONSTRUCTION DOCUMENTS. COMPLETE SETS OF DOCUMENTS SHALL ADDITION GROSS BUILDING AREA 140 SQF 10. 51GNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE NOT BE BROKEN UP FOR BID PURPOSES. SUCH ACTION MAY RESULT 2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK TOTAL GROSS BUILDING AREA 2,411 SQF AND SHALL COMPLY WITH CHAPTER 1 SECTION 103 SIGNS. TO BE PERFORMED. ' TYPES OF CONSTRUCTION 11. GENERAL CONTRACTOR TO PROVIDE A FINAL CONCLUSION REPORT STATING COMPLIANCE WITH "NFPA -101: STANDARD METHODS OF FIRE TESTS FOR FLAME PROPAGATION OF 9. It SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. THIS INSPECTION 15 Q��/}� �/ ' ' I�L LEGEND TEXTILES AND FILMS." REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR TYPE OF CONSTRUCTION - VB UNSPRINKLERED CALIFORNIA FIRE MARSHAL REPORT IS ACCEPTABLE. WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS DEFINED IN THESE CONSTRUCTION DOCUMENTS. TABLE 601 - FIRE RESISTANCE RATING FOR BUILDING ELEMENTS _ 10. UNLESS OTHERWISE SPECIFIED, THE G.G. SHALL FURNISH A WRITTEN BUILDING ELEMENT REQUIRED PROVIDED BUILDING SECTION SYMBOL GUARANTEE FOR ALL WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A PERIOD OF ONE (1) PRIMARY STRUCTURAL FRAME 0 HR 0 HR YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL BEARING WALLS -EXTERIOR 0 HR 0 HR COST TO THE OWNER BEARING WALLS - INTERIOR 0 HR 0 HR _ 11. It SHALL BE THE RESPONSIBILITY OF THE G.G. AND/OR CONTRACTORS TO COMPLY WITH ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY THE U.S. NONBEARING WALLS AND PARTITIONS - EXTERIOR 0 HR 0 HR NONBEARING WALLS AND PARTITIONS - INTERIOR 0 HR 0 HR WALL SECTION SYMBOL DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND EMPLOYEES t0 COMPLY WITH THIS LAW, AND ANY RELATED _ STATE OR LOCAL LAWS. 12, THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. THEIR A55OLUTE ACCURACY 15 NOT GUARANTEED, AND THE G.G. SHALL OBTAIN EXACT LOCATIONS, FLOOR CONSTRUCTION AND SECONDARY MEMBERS HR 0 HR ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 HR 0 HR DETAIL SYMBOL MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF TABLE 602 - FIRE RESISTANCE RATII G FOR EXTERIOR WALLS BEARING AND NON BEARING THE BUILDING. DO NOT SCALE PRINTS. VERIFY ALL DIMENSIONS BASED ON FIRE SEPARATION DISTANCE WITH THE ARCHITECT PRIOR TO COMMENCING WORK. FIRE SEPARATION DISTANCES REQUIRED PROVIDED _ 13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN ANYWAY BY THE CONTRACTOR OR THE OWNER LESS THAN 5'-0" I HR WA '� -- DETAIL SYMBOL ALTERATIONS SHALL BE MADE ONLY BY THE ARCHITECT OF RECORD. FROM 5'-0" 70 10'-0" I HR N/A FROM 10-0" TO 20'-0" 0 HR N/A ` FROM 20-0" 70 30'-0" 0 HR N/A F.F.E. ELEVATION MARK GREATER THAN 30-0" 0 HR N/A ' FIRE AND SMOKE PROTECTION FEATURES TOP OF SLAB �\ INTERIOR ELEVATION MARK -/-- ASSEMBLY FIRE RATINGS REQUIRED PROVIDED FIRE WALL - 106.1 AND TABLE 106.4 N/A KEYED DRAWING NOTES SHAFT AND EXIT ENCLOSURES - 106.4 / 1018.1 LESS THAN 4 STORIES N/A OCCUPANCY SEPARATION - 10138 / 508 N/A O DOOR NUMBER SYMBOL TENANT SEPARATION - 10al N/A `' /� LORIDA •• ODUCT APPROVAL EXIT PASSAGEWAY -TOTES / 1022.1 WA 090 ROOM NUMBER SYMBOL tip HORIZONTAL EXIT - 1013.4 / 1023.1 N/A SYSTEM MANUFACTURER PRODUCT APPROVAL NUMBER SINGLE OCCUPANCY FIRE AREA - 1013.9 N/A OWINDOW SYMBOL ENTRANCES 35W STOREFRONT DOORS FL 16554.1 CORRIDORS (OCCUPANT LOAD LESS THAN 30) - 1018.1 (UNSPRIWLERED) N/A WINDOWS YKK YHS 50FI STOREFRONT FL 142182 1 ROOFING DURo-LAST SINGLE -PLY FL 1559.R8 INTERIOR FINISHES WINDOWS QUIKSERV DRIVE-THRU. FL 12643,I.R2 REVISION PROJECT SCOPE DOORS PRODUCTS.9 HOLLOW METAL DOORS FL 14231-R1 INTERIOR WALL AID CEILING FINISH REQUIREMENTS BY OCCUPANCY - TABLE 803DOOR STRUCTURAL COMPONENT SIMPSON STRONG TIE SPI FL 10456.41-RI GROUP: ASSEMBLY GROUP A-2 UNSPRINKLERED 1. RENOVATIONS TO A FREE STANDING SINGLE STORY ARBY'S STRUCTURAL COMPONENT SIMPSON STRONG TIE A34 FL 104463 EXIT ENCLOSURES AND EXIT PASSAGEWAYS CLASS A STRUCTURAL COMPONENT SIMPSON STRONG TIE A35 FL 11418.1 CORRIDORS CLASS A RESTAURANT BUILDING INCLUDING EXTERIOR AND INTERIOR RENOVATIONS. ADD STORAGE ROOM (140 SQR) 2. ALL EXTERIOR SIGNAGE, TO BE SUBMITTED UNDER SEPARATE STRUCTURAL COMPONENT SIMPSON STRONG TIE H3 FL 10456.1E ROOMS AND ENCLOSED SPACES CLASS B MEANS OF EGRESS WALL TYPES PERMIT BY THE SIGNAGE CONTRACTOR 3. COMMERCIAL KITCHEN HOOD AND SUPPRESSION SYSTEM IS TABLE IM411 - MAXIMIl1M FLOOR AREA ALLOW,4NCE PER OCCUPANT EXISTING TO REMAIN. (NO RENOVATION). 4. GENERAL CONTRACTOR TO SUBMIT PERMIT APPLICATION FOR THE KEY PLAN SECTION SYMBOL FUNCTION OF SPACE OCCUPANTS ROOFING PERMIT. 5. EXTERIOR METAL CANOPIES AND BAND TO BE SUBMITTED UNDER SEPARATE PERMIT BY ARBY'S VENDOR GROUP ASSEMBLY A3 DINING UNCONCENTRATED SEATS 31 PERSONS DINING -FIXED SEATS 21 PERSONS STANDING SPACE 25 PERSONS /y LOCATION MAP l I TEAM PROJECT TE A KITCHEN 5 PERSONS TOTALS 94 PERSONS - - aj �- ARCHITECT OLIVERI ARCHITECTS 32101 U.S. HWY.19 PALM HARBOR, FLORIDA 34684 121-181-1525 'r PROJECT LOCATION F:,x a MEANS OF EGRESS REQUIRED PROVIDED EGRESS WIDTH PER PERSON (LEVEL) - 1005.1 02" x OC = TOTAL 02"X 122=24,4" MINIMUM CLEAR EXIT DOOR OPENING - 1008.1.1 32" >32" rLIIN� MECHANICAL MDCI FLORIDA INC. 405, 2ND STREET SOUTH, SUITE B SAFETY HARBOR, FLORIDA 34695 121E698-0398 ,u R,anGr r„ x - MINIMUM CLEAR STAIR WIDTH - 1009.1 44" MAXIMUM COMMON PATH OF TRAVEL - 1014E 15 F7 <15 Fr. MAXIMUM TRAVEL DISTANCE - TABLE 1016.1 200 FT g00 FT, MINIMUM CORRIDOR WIDTH - 10182 44" <44 FT. ELECTRICAL ELECTRICAL CONSULTING AND DESIGN, INC. 9225 ULMERTON ROAD - SUITE G MAXIMUM DEAD END CORRIDOR LENGTH - 1016.4 20 FT <20 P• LARGO, FLORIDA 33-1-11 121-581-4318 .< '� ul,A, `- MINIMUM NUMBER OF EXITS - 1021.1 / 10212 2 3 as awn - i� REVISIONS BY i u • r u�� - � r C U 5 ti o � vi U W - s` O V) C O a � O -L O N CC N m ^ .0 N m `0 X Q c0 L >` W c � a m p IV i O O C F . 09. 15 NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet T2 H:\Projects\Projects 2015\15050 - Arby's Gall Blvd\04-CD\01-CD.A\04-Architectural\_T2-ABBV.dwg, 6/10/2015 12:07:34 PM, dcosta, AutoCAD PDF (High Quality Print).pc3 1 1 1 I I t_ 1 11 1 1 111 1 — —- ! I ' i III III ') qIII Arby's Restaurant GroupResponsibilities Schedule p Key notes: O/F: OWNER FURNISH (also includes work by owner's vendors) 0/1: OWNER INSTALL (also includes work by owner's vendors) C/F: CONTRACTOR FURNISHED (includes contractor or subcontractors under his direction) C/I: CONTRACTOR INSTALLED (includes contractor or subcontractors under his direction) S: REQUIRES SUBMITTAL or SHOP DWG'S CAkR�l! TASK x �'� z .,�._ fl/l�ll 7777 S��' bM11AEAa�StF�f=1�111U�K�� 1000 GENERAL Builders Risk - Property Insurance X GC to provide alt. Price Performance and payment bond X X Construction facilities-temporaryfacilities X X Temporary power and water N/A Electrician & Plumber Progress and final clean up X X Testing X X GC to coordinate inspections Survey, initial N/A As built survey X Construction staking N/A Temporary office trailer for operations X X Landscaping x X All site work including renovations X x 2000 DEMO X X 3000 CONCRETE X X Black concrete at drive thru X X 3000 MASONRY X X 5000 METALS Structural elements X X Dumpster gates, bollards, mis. Handrails X X 6000 WOOD AND PLASTICS Structural elements X X 6201 FINISH CARPENTRY Running trim and moldings X X Cabinets, countertops, etc. X X Managers office, kitchen Corian countertops X X Beverage station and sales counter Faux walls at beverage station X X Decor, wall mounted pictures X X Marlite wall panels X X Corian window sills X X 7000 THERMAL AND MOISTURE PROTECTION Roofing X X Insulation X X EIFS/Stucco X X Sheet Metal X X Caulking & Sealants X X Professional caulking subcontractor required 8210 WOOD DOORS X X 8410 STOREFRONT SYSTEM X X 8700 FINISH HARDWARE X X 9000 FINISHES Floor tile X X Use Arby's national accounts Wall tile X X Use Arby's national accounts Faux brick X X Use Arby's national accounts Paint X X All items attached to the ceiling to be painted X X Acoustical ceilings X X Use Arby's national accounts Wall covering - vinyl and graphic X X 10800 TOILET ACCESSORIES Soap Dispensers X X Hand Towel Dispensers X X Tissue Holders X X Napkin Holders X X Grab Bars X X Toilet partitions X X Restroom mirrors X X 10900 SPECIALTIES Recessed floor mats Use Arby's national accounts Safe N/A Drive thru window X X Drive thru menu board and canopy X X Interior menu board X X Exterior Canopies and Bans X X Electrician to provide power connections Point of sale: conduits & pull strings X X Cabling X X Final install X X Entertainment: X X Speakers X X Signage: Interior X X Signage: Exterior X X Electrician to provide power connections CO2 equipment N/A Fire extinguishers X X Darling grease receptor N/A 11000 EQUIPMENT Walk in coolers N/A Kitchen equipment X X Electrician to provide utility connections Office equipment X X Plumber & Electrician to provide utility connections GATEGf51tTASK OltL tGll 5wCi `tlAT [iNIAItKnr•' 12000 FURNISHINGS Booths and benches X X Tables (tops and bases) X X Chairs and stools X X High chairs N/A Pots and plants N/A Shelving N/A Lockers N/A Office copier N/A Office chairs II Office file cabinet N/A 15000 MECHANICAL Roof top air conditioning units X X Roof top air conditioning curbs N/A Roof top make up air units II Roof top make up air curbs N/A Roof top exhaust fans N/A Roof top exhaust fan curbs N/A Roof top condensers for cooler X X Mechanical Sub- receive & install (Typical) Roof top condensers for beverage dispensers X X Kitchen exhaust hoods N/A Kitchen exhaust duct & insulation & fire wrap N/A Restroom exhaust fan X X Air distribution ductwork X X Filter replacement prior to turnover X X Thermostats and Remote Sensors X X Control wiring X X Conduit for control wiring X X HVAC system start up N/A Certified air balance/report X X 15000 PLUMBING Walk in coolers N/A Walk in refrigeration lines N/A Walk in condensate lines N/A Beverage dispenser ice machine condensers X X Beverage dispenser ice machine refrigeration lines N/A X X Four compartment sink N/A Four compartment sink faucets N/A Four compartment sink drain lines Single compartment sink N/A Single compartment sink faucets N/A Single compartment sink drain lines Quick disconnects & restraining devices N/A Gas equipment regulators (for OF kitchen items) N/A As required Grilles, registers, & diffusers X X Gas regulators for roof top equipment N/A Gas regulators for water heater N/A Water filter system X X Mop sink Coffee brewer water supply & shut off valves X X Plumber to make final connections Tea brewer water supply & shut off valves X X Plumber to make final connections Water heaters N/A Floor drains and floor sinks X X Grease trap Handsinks X X Handsink faucets X X Restroom lavatories X X Restroom faucets X X Backflow preve nters/c heck valves X X As required on all kitchen equipment Ansul system N/A Electrical to provide conduit in wall for pull box 16000 ELECTRICAL Parking lot lights X X Parking lot light bases X X Roof lights and flag pole light N/A Decorative light fixtures and track lighting X X All light fixtures other than decorative and track X X S Light bulbs for all fixtures inc. walk-in coolers/freezer X X Power to roof top air conditioning units N/A Electrician Power to make up air units N/A Electrician Power to exhaust fans X X Electrician Power to condensing units X X Electrician Power to hood system N/A Electrician Ansul/hood/gas shut down system wiring N/A Electrician Conduit/wiring for fire alarm system X X Electrician Power for walk in cooler/freezer N/A Electrician Power for all kitchen equipment X X Electrician Power for water softener N/A Electrician Power for all A/V equipment Electrician Wiring for speakers X X Power for ice machine X X Electrician Power for water heater N/A Electrician Air curtain at drive thru X X Power for air curtain X X Electrician Power for drive thru window X X CATEGORY/TASK O/F 0/1 C/F C/1 S COMMENTS/REMARKS 7777 r. 16000 ELECTRICAL, CONT. POS wiring X X POS conduit X X POS junction boxes X X Telephone wiring X X Telephone conduit homeruns to phone board X X Exterior signage X X ELECTRICIAN TO PROVIDE UTILITY CONNECTION Power for exterior signage X X Door bell/transformer X X Panels, breakers & switches X X S Any internal step down transformers X X Primaries from transformer N/A Time clocks N/A Photo electric cells X X Solenoid valves for refrigeration NIA Control wiring for refrigeration N/A Power for irrigation control NIA Temporary power for construction N/A Power to temporary hiring trailer N/A Conduit for phone to temporary hiring trailer N/A MISCELLANEOUS Coffee brewer X X X Plumber & Electrician to provide utility connections Cleaning chemicals and equipment install X X Paper products and devices X X Phone, House N/A Stainless steel corners X X Bath room signage X X ADA identifying devices X X UTILITIES Owner to pay all tap and impact fees for utilities Gas service and meter N/A Water service and meter N/A Sewer N/A Transformer II Electrical service and meter N/A Phone connections N/A NOTE #1: Unless specified herein not to be provided, installed, and/or finished by General Contractor, the General Contractor or his Subcontractors are to provide install and finish all items in the construction documents and specified in the project manual. NOTE #2: Where submittals are not required, the exact spec must be used. NOTE C .C. TO CONFIRt'l I.UM4 OWNER T44T ALL ITEMS WHICH ARE LISTED AS OWNER FURNIeHED r4ND OR INSTALLED ARE ACCURATE, i=RIOR TO SU81"1ISSION OF AN"r 5IDS, REVISIONS BY i i r � � • --• c 4:1 r c - F x J � y � �� o � oo I U N ' Ln > y ti > — o 00 ti v 3 ti 3 31. CO- S r f�V u O L O 0 C O v O -v L N > O N m .p m o Q LaJ � � N v N O �L N C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet T3 W\Projects\Projects 2015\15050 - Arby's Gall Blvd\04-CD\01-CD.A\04-Architectural\_T3-RESPONSIBILIT Y.dwg, 6/10/2015 12:07:39 PM, dcosta, _AutoCAD PDF (High Quality Print).pc3 _ I i PRETTY POND ROAD CIL i1 3 6 � 6 ' 4 i I SITE LEGEND BUILDING ENTRANCE/ EXIT. ❑ CONCRETE SURFACE I 1 I 14 I 8 I I ' 8 8 ID 4 F— --1 4 ' 2 21 KNOWN I-----_--- i �� \ 1 v EXISTING 11 1� ARBI"S 'EXI5TINGz I 24 13 18 8 u L --J - — ✓/ 22 6 3 S, 1 O$ I Lo 0 01 ' 12 �_ I"I �1� / I � I I I 23 21 w 14 LLLJ / O ARa4 mr=cTuRAL SITE f*LAN SCALE: I" a 10' NORTH KEYED NOTES OI PROPERTY LINE O2 EXISTING ONE STORY FREE STANDING BUILDING OEXISTING LANDSCAPE AREA SEE GENERAL NOTES OEXISTING CONCRETE CURB OEXISTING CONCRETE SIDEWALK O6 EXISTING LIGHT POLE SEE SITE LIGHTING PLAN OEXISTING PARKING SPACES SEE GENERAL NOTES OS EXISTING ASPHALT DRIVE SEE GENERAL NOTES OEXISTING DUMPSTER ENCLOSURE 10 GUARD RAIL I1 EXISTING STORM SEWER 12 NEW SPEAKER AND CANOPY WITH NEW CONCRETE SLAB - SEE AR5Y'5 CRITERIA 13 EXISTING ELECTRICAL SERVICE - SEE ELECTRICAL DRAWINGS 14 DIRECTIONAL SIGN - UPGRADE BY OWNER VENDOR 15 EXISTING FIRE HYDRANT 16 EXISTING GREASE TRAP I"( EXISTING BOLLARD 18 EXISTING MENU BOARD - REPAIR / REPLACE AS NECESSARY BY OWNER / VENDOR 19 EXISTING PYLON TO BE MODIFIED UNDER SEPARATE PERMIT 20 NEW LANDSCAPE AREA -BY OWNER 21 NEW CONCRETE CURB TO MATCH EXISTING SEE GENERAL NOTES 22 NEW CONCRETE DRIVE 23 EXISTING TREE TO REMAIN 24 EXISTING EQUIPMENT GENERAL NOTES 1. ALL NEW CONCRETE WALKS SHALL BE MINIMUM 4" CONCRETE WITH 6 x 6, WIA x WI.A W.W.F. UNLESS OTHERWISE NOTED. 2- SEE ELECTRICAL DRAWINGS FOR ALL SITE LIGHTING AND ELECTRICAL SERVICES. 3. PATCH AND REPAIR EXISTING PAVEMENT / PROVIDE NEW AS REQUIRED TO MATCH AND ALIGN WITH NEW ADJACENT PAVEMENT. RESEAL AND RE5TRIP PARKING LOT 4. ALL EXISTING LARGE TREES ON SITE. G.G. TO PRUNE AND CLEAN UP. BRING UP UNDERSIDE OF CANOPY AS REQUIRED. 5. PATCH, REPAIR AND CLEAN ALL EXISTING LANDSCAPE AREAS, TRIM AND MULCH AS PER OWNERS DIRECTIONS. 6. ALL EXISTING CONCRETE SIDEWALKS, PADS AND CURBS TO BE POWERWASHED, PATCH, REPAIR AND CLEAN AS REQUIRED. 1. ALL DAMAGED SECTIONS OF CONCRETE CURBS ON SITE SHALL BE, REPAIRED AND PAINTED TRAFFIC WHITE. REVISIONS BY f� t—. i � n � S M � Jy / CD . � u t—� 5 rn U N y - > U ti N ti ti n N W t t �wC 1 Y CTc d ct r � 0 • � �-c L O C O } 0 v O C O � O V) m OC � .0 N m C0 N � s X CO L W t � a � O v IV s` O .L O C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet AS1 H:\Projects\Projects 2015\15050 - Arby's Gall Blvd\04-CD\01-CD.A\04-Architectural\_ASI-SITF.dwg. 6/10/2015 12:07:44 PM, dcosta, _AutoCAD PDF (High Quality Print).pO )—L Pf TTY POND ROAD I 3 3 6 6 � I 4 i � 14 i, 8 I - 4 I I 30 30 = 14 - :. 10 2 4 i I II i 4 2 t , Fr-- II 1\\ \ \ 10 24 1�11 26 Et EXISTING 1 ,AR5Y'5 2,3331 SQ. FT. - 3 _ _ 13 X 1 \� 117) I I 2 5 ���------��- ---�� 22-------- j 29 j) 24 I / 20IT a l 18 �5 � �v/ I I,V i I I I 3 2s� 11 2 I I LS I I I O �` i II i1 II I 2ro II - - - I 11 c ) 12 % 16 r OL 14 � i i II II 15 L 19 II O I 4 1, 4 I 8 I 4 21 4 / I ro / O NORTH EXISTING / DEMOLITION ARCHITECTURAL SITE PLAN SCALE. I" - IV-0" KEYED NOTES OI PROPERTY LINE 0 EXISTING ONE STORY FREE STANDING BUILDING 0 EXISTING LANDSCAPE AREA OEXISTING CONCRETE CURB SEE ARCHITECTURAL SITE PLAN OEXISTING CONCRETE SIDEWALK OEXISTING LIGHT POLE SEE SITE LIGHTING PLAN OEXISTING PARKING SPACES O8 EXISTING ASPHALT DRIVE O9 EXISTING DUMPSTER ENCLOSURE 10 EXISTING GUARD RAIL II EXISTING CONCRETE SLAB TO BE REMOVED 12 EXISTING CANOPY / COLUMN TO BE REMOVED 13 EXISTING ABANDON CAN WASH TO BE REMOVED 14 EXISTING DIRECTIONAL SIGN 15 EXISTING TREE 16 EXISTING PALM TREE TO BE REMOVED AND RELOCATED 17 EXISTING CONCRETE RAMP IS EXISTING MENUBOARD 19 EXISTING PYLON SIGN 20 EXISTING ELECTRICAL SERVICE 21 EXISTING STORM SEWER 22 EXISTING ASPHALT TO BE REMOVED 23 EXISTING GREASE TRAP 24 EXISTING CONCRETE CURB TO BE REMOVED 25 EXISTING BOLLARD TO BE REMOVED 26 EXISTING SPEAKER SYSTEM TO BE REMOVED 2l EXISTING HANDICAP SIGN 28 EXISTING FIRE HYDRANT 29 EXISTING EQUIPMENT 30 EXISTING ASPHALT TO BE REMOVED FOR NEW SLAB GENERAL NOTES I- GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. 2. GENERAL CONTRACTOR SHALL INSPECT THE SITE AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY. REVISIONS BY J , y r =� ,x v it C u t` '- J 3 ti U W -a - i �yJ"Or fir, T .1T L w J; O L O N C O p p O -p •L > O N N m � O � prZ x Q co >` W t c a O p IV L. O C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet D1 H-APrcjects�.Projects 2015\15050 - Arb}%s Gall Blvdv04-CDA01-CD.AV04-ArchitecturalA DI -DEMO SITE dwg 6/10/2015 12:07:49 PM, dcosta. _AutoCAD PDF (High Quality Print).pc3 1 II' I""EI I 1 _ _ I L _ _ ' Irif' I III I I \ I r• �1 l I � ,��_ � I I I I C4 . I I I I I I j 23 IP;014!01";01 r--1 v II II I Iu111!11111!ll I `� 30 _ j % � �, \ I IL IWI AIL L AIL �L �i _ _ L-SIC-SIC- �� / �// % %������� 6 --- —1 —�--L J --�—� 32 I III �3 �'� 24 —� is �:�---J 31--7 1 1 T II 1 `,� x --� r --- --� II II III II 0 `�ll 34 LL_JI II i+ ii it III -J Ili _� II II —38 1 24 LL—J-- fi its r-1 1 34 I I II II I I I--- I I 24 I I Ili III 1 1 A! - 1---_—_-------LL----------- M L. i1 I F------71 ---J -- ,-=-1----=___ �_ =--4---- II II I 24 r� _ I ,r II I I 34 2� 01 EXISTINCrt / DEMOLITION FLOOR PLAN SCALE: 3/16" - 1'-0" I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I 1 1 29 WALL LEGEND EXISTING DOOR SYSTEM EXISTING WINDOW SYSTEM EX15TING WALL PARTITION EXISTING EXTERIOR WALL SYSTEM rrrr 1 L-= EXISTING DOOR SYSTEM TO BE REMOVED ==_---_Rl EXISTING WINDOW SYSTEM TO BE REMOVED __________= EXISTING WALL PARTITION TO TO BE REMOVED ----------- EXISTING EXTERIOR WALL SYSTEM TO BE REMOVED KEYED NOTES OI EXISTING STRUCTURAL COLUMN 0 EXISTING PLUMBING FIXTURE TO BE REMOVED - SEE PLUMBING DRAWINGS 0 EXISTING LANDSCAPE AREA OEXISTING CONCRETE CURB OEXISTING CONCRETE SIDEWALK O6 EXISTING MILLWORK TO BE REMOVED OEXISTING PARKING SPACES SEE PROPOSED SITE PLAN OS EXISTING ASPHALT DRIVE OEXISTING CONCRETE SLAB TO BE REMOVED 10 EXISTING PIPE BOLLARD TO BE REMOVED II EXISTING CONCRETE CURB TO BE REMOVED 12 EXISTING LOW WALL TO BE REMOVED 13 PORTION OF EXISTING WALL SYSTEM TO BE REMOVED 14 EXISTING DOOR SYSTEM TO BE REMOVED 15 EXISTING WINDOW SYSTEM TO BE REMOVED 16 EXISTING COLUMN AND ROOF OVERHANG TO BE REMOVED Il EXISTING EQUIPMENT TO BE REMOVED IS EXISTING MENUBOARD TO BE REPLACED 19 EXISTING BOLLARD 20 EXISTING ELECTRICAL SERVICE - SEE ELECTRICAL DRAWINGS 21 EXISTING DUMPSTER ENCLOSURE 22 EXISTING ABANDON CAN WASH TO BE REMOVED 23 EXISTING ASPHALT DRIVE TO BE REMOVED 24 EXISTING EQUIPMENT 25 EXISTING BUILDING WALL SYSTEM 26 EXISTING SPEAKER SYSTEM TO BE REPLACED 2l EXISTING ELECTRICAL PANELS - SEE ELECTRICAL DRAWINGS 28 EXISTING DRIVE-THRU WINDOW TO BE REMOVED 29 EXISTING FIRE HYDRANT 30 EXISTING HAND SINK 31 EXISTING 3 COMPARTMENT SINK 32 EXISTING MOP SINK 33 EXISTING ROOF ACCESS LADDER 34 EXISTING METAL SHEVING 35 EXISTING GUARD RAIL TO BE REMOVED 36 EXISTING PALM TREE TO BE REMOVED AND RELOCATED 0 EXISTING FLOOR TILE TO BE REMOVED 38 EXISTING CEILING SYSTEM TO BE REMOVED 39 EXISTING CEILING TILE TO BE REMOVED CEILING GRID TO REMAIN 40 EXISTING GREASE TRAP C*ENERAL NOTES GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. GENERAL CONTRACTOR SHALL INSPECT THE SITE AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY. REVISIONS BY f� , x U C N 'n 42 . u > � N _-I �Y t s� W a �z qn• 00 A ¢Y O L O C O O O . -0 O >`> O M LL. .p (n m C0 N -C X Q cD L LLJ s c a � O v N L. O C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet D2 H:\Projects\Projects 2015\15050 - At Gall Blvd\04-CD\01-CD.A\04-Architectural\_D2-DEMO FLOOR PLAN.dwg, 6/10/2015 12:07:54 PM, dcosta, _AutoCAD PDF (High Quality Prim).pc3 I I I I I I I L I I I I I I I I I I I ■ I I I I I I I TII I I I II II I I I I I jj O II 10 I I 10 1 II II I I I II II I it /# I I 1 I I I i I I I I I I I I I I I I KEYED NOTES OI EXISTING CONCRETE CURB / SIDEWALK 0 EXISTING WALL SYSTEM 2 0 EXISTING DOOR / WINDOW SYSTEM OEXISTING LOUVER EXISTING OVERFLOW SCUPPER I I O EXISTING ROOF ACCESS LADDER TO BE MODIFIED I 11 j O EXISTING HANDRAIL SYSTEM TO BE REMOVED I I OS EXISTING WINDOW SYSTEM TO BE REMOVED I I -------7- 7---------1j � --�-- /-------------------�r-------r r--------� �L/�- J� // I \�JI I�JI O9 EXISTING DOOR SYSTEM TO BE REMOVED lO LT I �_J I I liT - I I I I I II I u II II I I I 10 EXISTING COLUMN TO BE REMOVED 1 1 O II j �k� j II O O 11 O 11 1 1 1 11 EXISTING ROOF OVERHANG SYSTEM TO BE REMOVED 10 I 1 III III II II I 10 I I 10 I I III `� I II II II I I I III II II / II I I I 12 EXISTING AWNING SYSTEM TO BE REMOVED 1 I OI II j/ II I I I I 13 EXISTING E.IF.S RECESS TO REMAIN O2 L-40 EXISTING E.IF.S RECESS TO BE REMOVED � I I I I 15 EXISTING CAP FLASHING TO REMAIN 16 EXISTING CAP FLASHING TO BE REMOVED li EXISTING LIGHT FIXTURE TO BE REMOVED 011 EXISTINC5 / DEMOLITION U01EST EXTERIOR ELEVATION la EXISTING SAtILITE DISH TO BE REMOV D AND RELOCATED SCALE: 3/16" = 1'-0" I I i I 14 15 I I 14 I ----------------r-r---------------7-------- ----- I I ----- ---------------------------------- mlm�11I O IL------- _-_1/JI II IL-------- �� - ----L--------�---- �rr=== --- �11 II U--------- - - --------------------------- --------- ----------- - -------------------------- II j /j i I I I iA III jl Ii I I IIr== =i II III/ / III/ III II O II I �-o II // II 4 4 4 I11 / III � III II II 2 1 2 2 1 II / II 13 O ' O ------ � ; �KO I`� I III � III , III I I jl `� II III III / / III I II I 101 EXISTING / DEMOLITION SOUTH EXTERIOR ELEVATION I �f v 2 5 C--------------------------------------------------------- -- --C--- IS I /I I / I it 15 14 16==d1 II ------------- - ------------------------------- ----------------------------------- - ----------------------- -------------------------------------- ----------------------- I I 10 I 1 2 II // II 2 II i II I I II / II 13 U / II I I II // o 11 I 9 11 11 IF— O II I 1 II � II II � II I I 11 � II II � 11 I I II II h 11 I 101 EXISTING / DEMOLITION EAST EXTERIOR ELEVATION I L J 2 L J 2 L J ------------------------------------------------------------------------------------------------------------------------------------------------- ------ — ---------------------------------------------------------------------------- I I I I 16 14 � 12 14 --------------------------------- I I ---------a __ ______ ___________ -----------------------------------------------------------------------_------------------------------- _ --------------------------------------------- ------------------ g I1// 1I lO 2 O 13 I I it li # l s O O EXISTING / DEMOLITION NORTH EXTERIOR ELEVATION SCALE: 3/16" = 1'-0" GENERAL NOTES I. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY WORK NOTIFY ARCHITECT IMMEDIATELY IN WRITING WITH ANY DISCRIPENCIES UPON DISCOVERY 2. CONTRACTOR TO MAINTAIN INTEGRITY OF ALL EXISTING STRUCTURAL ELEMENTS DURING CONSTRUCTION AND TO NOTIFY ARCHITECT WITH ANY ISSUES THAT MIGHT APPEAR DURING DEMOLITION UPON DISCOVERY. 3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. 4. REMOVE ALL ABANDONED ELECTRICAL WIRING BACK TO PANEL. 5. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION. KEY PLAN 4 r . 104f �.}r 4�r r 2 REVISIONS BY ti u � u O F�ti - . I a Q r• y O N C O {= 0 p O O �L > O N m �- N �p m a O s x LEI Q c0 L 4 � s � a � m p IV O .FZ O -t— C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet D3 H:Trojects\Projects 2015\15050 -Arby's Gall Blvd\04-CD\01-CD.A\04-Architectural\_W-DEMO EXELAwg. G/10/2015 12:07:59 PM, dcosta, _AutoCAD PDF (High Quality Print).pO L NOTE: NOTE: GENERAL NOTES WALL LEGEND X - 36" MIN. IF YI = 60" : YI = 46" MIN. X = 42" MIN. IF YI = 5411 YI = 54" MIN. IF THE DOOR HAS 1. SEE SHEET IDI FOR FINISH SCHEDULES AND MATERIALS 4" TYP, A CLOSER p _ PULL SIDE PULL SIDE a PULL SIDE NOTE: GUARDRAIL $HALL HAVE INTEMSDIATe --, , � � � - MANEUVERING CLEARANCE � , � MANEUVERING �;,�- - �, �, / � GL£ARANGE ; ; ��; 2. ALL G.WB. TO RECEIVE SLICK LEVEL (5) FINISH. ' DOOR SYSTEM - REFER TO DOOR SCHEDULE RAILS OR OFNAMENTAL PATTE�s We- z 0 - -� } ;' I �, 'I 3. EQUIPMENT SUPPLIER TO PLACE ALL NEW EQUIPMENT THAT A 4-INCH DIAMETER SPHERE CANNOT PASS THROWN ANY OPENING UP 70 A HEIGHT OF 34 INCHES. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL _ tq Z Z / �1✓a % J� k MIN': i,. j �(* �� 4. G.C. TO VERIFY CLEARANCES FOR INSTALLATION OF EQUIPMENT. / REJECT THE PASSAGE OF 2-INCH DIAMETER � � . '� 5. PATCH AND REPAIR ALL EXISTING FLOOR FINISHES AT AREA OF EXISTING DOOR SYSTEM 6011 O O 0 0 ' ;5$ .I` k `'%; \MIN;.7 WORK AS REQUIRED. _ EXISTING WINDOW SYSTEM MIN `t i i MIN., ". 6. SEE A/Ala FOR DOOR MANEUVERING CLEARANCES DETAILS. --- -��---� �� --"I "'� 1. GENERAL CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND PUSH SIDE PUSH SIDE PUSH SIDE NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON WINDOW SYSTEM - REFER TO WINDOW SCHEDULE MIN. * " MIN. DISCOVERY PRIOR TO COMMENCING WITH ANY WORK I V2" DIAMETER NEW GUARDRAIL 9i"9TEM A B G NOTE: X = 12" MIN. IF THE DOOR HAS NOTE: Y2 = 42" MIN.: NOTE: Y2 = 42" MIN. 8. PATCH AND REPAIR ALL EXISTING WALLS AND PREPARE TO EXISTING WALL PARTITION BOTH A CLOSER AND A LATCH Y2 = 45" MIN. IF THE DOOR HAS Y2 = 48" MIN. IF THE DOOR HAS RECEIVE NEW FINISHES. EXISTING EXTERIOR WALL SYSTEM DOORIS IN A SERIES BOTH A CLOSER AND A LATCH A CLOSER 9• FIRE EXTINGUISHER PER NFPA-10 INSTALLED BY OTHERS ON SITE NEW METAL STUD PARTITION: 3 5/8" METAL STUDS AT 16" AND SUBJECT TO LOCAL JURISDICTION APPROVAL. O.C. WITH SUBSTRATE EACH SIDE FROM FLOOR SLAB TO FRONT APPROACH HINGE SIDE APPROACH LATCH SIDE APPROACH 411 ABOVE FINISHED CEILING. SEE DETAIL 1/Al. le. G.G TO ALLOW FOR COST TO ADJUST P.O.S SYSTEM AT THE NEW SERVICE COUNTER AND NEW MONITOR INSTALLATION / BUMP BAR NEW METAL STUD PARTITION: SOUND WALL 3 5/6" METAL D RELOCATION STUDS AT 16" O.C. WITH 5/81' SUBSTRATE. EACH SIDE M MANEUVERING MANEUVERING CLEARANCE PULL SIDE MANEUVERING CLEARANCE 1 PUSH SIDE , - - MANEUVERING PUSH SIDE CLEARANCE - - II. INSTALLING CONTRACTOR IS RESPONSIBLE FOR HAVING A CERTIFIED A.A.B.0 OR N.E.E$ COMPANY PERFORM A TEST AND BALANCE ON THE FROM FLOOR SLAB TO 4" ABOVE FINISHED CEILING. FILL WALL WITH R-II BLANKET INSULATION. SEE DETAIL 7/Al. EXISTING SIDEWALK CLEARANCE I T - - -� F Z '�I 1 I, ", ; 'j to Z i i „'.- �q Z EXHAUST AND VENTILATION SYSTEM. TESL AND BALANCE COMPANY MUST BE INDEPENDENT AND NOT ON THE HVAC INSTALLER'S STAFF. NEW 8" GM.0 �/�' NOTES 1 i...D 1 �O 1 i�S 777'�p _ „; F Z - r, Z I�` ^ X _ �' X "" i /" MIN. CONTRACTOR TO PROVIDE A WRITTEN REPORT CERTIFYING SYSTEM BALANCE t0 OWNER � 12. GENERAL CONTRACTOR TO VERIFY INTERIOR DIMENSIONS WITH PUSH SIDE ARBY'S REP. PRIOR TO CONSTRUCTION. FRONT APPROACH SIDE APPROACH 13. PATCH AND REPAIR ALL KITCHEN WALLS. OI EXISTING STRUCTURAL COLUMN -MAINTAIN INTEGRITY DURING PULL SIDE PULL SIDE CONSTRUCTION • X = DEPTH NOTE: O EXISTING DOOR / WINDOW SYSTEM CLEARANCES WITHOUT DOORS OF RECESSED WALL DOOR PROVIDED WITH BOTH CLOSER AND LATCH 3 O EXISTING LANDSCAPE AREA CLEARANCES AT RECESSED DOORS OEXISTING CONCRETE CURB OEXISTING DUMPSTER ENCLOSURE O O NEW LANDSCAPE AREA - SEE PROPOSED SITE PLAN EXISTING PARKING SPACES SEE PROPOSED SITE PLAN OE9 /� pip /� t /�/Q WARDRA��. D I f'il� �` /� /�j��' 1` �p /+ /'` Q Q 1 I (�/! 1"11�V1Y�I�I V� A V V A� D A�V ALE: 1/2" - I'-O" SCALE: 3/1611 = V-0" 8 O EXISTING ASPHALT DRIVE OEXISTING COOLER / FREEZER - NO WORK IN THIS AREA le NEW GUARDRAIL SYSTEM - SEE DETAIL 5/Ala 22 8 4 V 11 12 EXISTING PIPE BOLLARD EXISTING GREASE TRAP 13 EXISTING MENU BOARD -REPAIR / REPLACE AS NECESSARY BY OWNER / VENDOR 1 j- A5'a 40 \ 14 NEW SPEAKER AND CANOPY WITH NEW CONCRETE SLAB - SEE ARBY'S CRITERIA le 2 2 Air- � 2 33 9 56 — — — 142 — — —��� � �\ \ \\ 15 16 EXISTING CONCRETE SIDEWALK EXISTING FIRE HYDRANT OA 41 41 41 34 - - - - � -- -- -I `,, � O I1 EXISTING ELECTRICAL PANELS EXISTING TREE I r--�E<� iI I 25 23 y, �� II .� �� I �� '� I m I 31 �+1 19 EXISTING ELECTRICAL SERVICE -SEE ELECTRICAL DRAWINGS I L_ � I -- / _ L LJIL L ILL IC-71C--1IL--11 I 29 L WILET I } 104 I 106� L D--� STORAGE 29 I I \� I - \ I I \ 8 20 NEW WOOD FRAMED WALL SYSTEM TO INFILL EXISTING OPENING AS REQUIRED TO MATCH AND ALIGN WITH ADJACENT EXISTING WALL 15 wyl F, , 11 105 / I 29 28--- r 24 38 113 y I I -' INSIDE AND OUT, REFER TO 3/A5a. I �;- b �_--j �' ------ __�— 4/A6b I _ I �I — -- ' 21NEW O PRE -FINISHED / PRE FABRICATED CANOPY SYSTEM PROVIDE ----_6` 6 III _ --- -- II I J ____�--- --�� L '��� -- _J 3 ❑ L__�I ❑ _ ❑ _ 34 22 AND INSTALLED BY GENERAL CONTRACTOR NEW THICK Q7TE I - IL� _ `r I _ --- ������� ���������� 21 I i' � I v I i I I �a r------ --------- r ��������� ����� � ��� A� 23 6" CONCRETE DRIVE /PAD EXISTING HAND SINK _ 1 I/211 30 KITGaEN AREA- - -� - \ 25 EXISTING 3 COMPARTMENT SINK EXISTING MOP SINK 3�i` I - i r-I "Y I11 112 I 26 O - -- - 1 - 1.-- - LOBBY ' / 28 I COOLER / FREEZER EXISTING EQUIPMENT �- ---� -_ 6, 102 3'-O" 3'-O" '` II` NEW HAND SINK -SEE PLUMBING DRAWINGS 2 4 D — — N T—, SERA I a REA �� a t > I I I 101 �� �-❑ .Y ----ice--- 1 -- �I 3F1 \ I I i 7 ; 28 ! I- I I 28 �� I (\-/)--\� I l i I I 3-r I I ���� � I \ 28 29 EXISTING EQUIPMENT NEW EQUIPMENT -SEE EQUIPMENT PLAN - - -- - - � ----------------J----------J 30 NEW SERVICE/CUSTOMER COUNTER - SEE DETAIL B/IDIa DINING - - { � ' ,p � rr--I , I 28 - � _ _ _ � I `� -----------------L------------J 31 INTERNATIONAL ACCEBILITY SIGN INDICATING ACCESSIBLE �: �I - - _ Al � ENTRANCE 8 2 _ _. � L - - - - _ . _ I I \ = - _ m A I_61I 32 V • I � � I 11 26 33 NEW QUEUE LINE SYSTEM PER ARBY S DECOR DRAWINGS. NEW METAL CANOPY SYSTEM PROVIDED AND INSTALLED BY t .. _ 29 19 - - - �. I' T \ \ 1 34 GENERAL CONTRACTOR 15 �� �I DRY STORAGE, ���---, 28 I � � � I I v � 11 % _ � L�`' it y i l �y� 13 35 NEW CONCRETE CURB t0 MATCH EXISTING SEE GENERAL NOTES NEW METAL SUPPORT COLUMNS SEE EXTERIOR ELEMENTS 1O9 _C- 2O - - i ENTRY 108' '6 ;n u 1 % `_. II - -I 3-1 15 34 '" 36 NEW FLORIDA ROOF- TRUSS FIRE SIGN PER SECTION 633.021 m 1O1 ,Q O L-J OF THE FLORIDA ADMINISTRATIVE CODE. - - - 777/7 L� --- ;' 22 31 REMOVE MOLD FROM EXISTING MASONRY WALL. PRESSURE CLEAN W/ FRP TO MATCH MOISTURE �� 2O CASE OPENING EXISTING OVER RESISTANT GAU.B 20 Z Z 2 2 2 33 L J 39 FLUSH NEW SLAB WITH EXISTING FINISH FLOOR SLAB 3 2 31 A5a L A5a 15 g6 15 21 15 14 II O 41 EXISTING DIRECTIONAL SIGN VERIFY THE EXISTENCE OF A FILLED CELL IN EXISTING CMU WALL SYSTEM IF NON IS AS SHOWN IN 8/A5b _ - PRESENT, PROVIDE DETAIL 35 ------ ------- I I I I I I I I I I I L J � 4 4 L O -J 4 34 34 \— O FLOOR IMLAN SCALE: 3/16" - 1'-0" REVISIONS BY f� (-0 M y M N v C o CN , o U � U N f ` _ c ti 3 ti ^ ° _171 -U- w a rc � -o O L O rn C O O O O •L C ? O N •0 m V1 C; N C Q >` Ld t � a p IV O Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet Ala H:\Projects\Projects 2015\15050 -Arby's Gall Blvd\04-CD\01-CD.A\04-Architectural\A la -FLOOR PLAN.dwg, 6/10/2015 12:08.04 PM, dcosta, _AutoCAD PDF (High Quality Print) -pea L II I EQUIPMENT SCHEDULE NO. ITEM MANUF. AND MODEL NO, ELECTRICAL REMARKS 48 SANDWICH SLIDE- HEATED GEN III CUSTOM FAB• 4g COFFEE MAKER BUNNOMATIC INFUSION TEA AND COFFEE BREWER "ITCB-DV 35100.0035 120V, 60/1 COLD WATER CONNECTION 1/4" 50 ICE TEA DISPENSER BUNN TDO-N-4.0 52 SLICER HOBART HSg-15 120/60/1, 5.6 AMPS 24 5/8"W x 30 5/16"D x 2g 5/1611H 52A SLICER HEAT LAMP MARSHAL AIR THERMO GLO 5W45-1 120V, 60/1 24.815 X 28 X 24.15 STAINLESS STEEL CONSTRUCTION 53 N/A 53A N/A 54 TOASTER ROUNDUP VCT2000 208-24OV, 60/1 3350-4462 WATTS, 16-I8 AMP, INCLUDES RETROFIT KIT (PART NO. 1000101) 55 HIGH VOLUME CONVEYOR TOASTER A.J. ANTUNES TOASTED SUB TOASTER MODEL °DST-200 208V, 60/1 56 DUAL CHEESE PUMP STAR MFGR. "SPDE-2AR8 120V, 60/1 10.15"W X 2138"D X 3225"H 56A WIRE SOUFFLE CUP HOLDER QUADRATEG, DISPWAR 0001 COLOR: BLACK 56 DRIVE-THRU COUNTER (FRONT) GEN III CUSTOM FAB• 60 DRIVE THRU- COUNTER (REAR) GEN III CUSTOM FAB• 26" W X 32" D X 36" H 61 MICROWAVE OVEN MENUMASTER COMMERCIAL MODEL MOC24 208/23OV, 60/1 63 N/A 64 N/A ro5 FRONT SERVICE COUNTER TOP GEN III CUSTOM FAB• 6fo N/A 61 N/A 68 N/A 10 N/A 11 N/A 12 N/A 13 N/A 15 AUTOMATIC DRIVE THRU WINDOW QUIKSERV (U"SS-4035E (R) 120V 16 BREAD RACK INTERMETRO "DD3662 CUSTOM ALUMINUM, SIZE: 30315" D X 24" W X 14B" H 11 AU JUS SERVER SERVER, 1 1/2 GALLON ARBY'S i8 PAPER TOWEL DISPENSER BY OWNER SEE SHEET A-S FOR MOUNTING HEIGHTS lg LIQUID SOAP DISPENSER BY OWNER SEE SHEET A-S FOR MOUNTING HEIGHTS 80 N/A 63 84 N/A 81 N/A SS N/A SIB FRONT COUNTER SHELVING INTERMETRO (1) 24 X 24 - 3 TIER U.C. SHELVING (1) 24 X 54 - 3 TIER U.C. SEE PLAN FOR SHELF LOCATION 90 CUP DISPENSER CABINET GEN III CUSTOM FAB• 28" X 14 1/2" X 32 1/2" HIGH, INCLUDES SAN JAMAR CUP gi SOUFFLE CUP DISPENSER TOMLIN50N KSF10035L CAN USE 3/4 OR 1 OZ PAPER OR PLASTIC CUPS, INTEGRATED WITH ITEM 0111 92 ICE MAKER MANITOWOC "IY-0686C 115v/60/1 (1) UNIT MOUNTS ON ITEM 02 IMI CORNELIUS ED300 BEVERAGE DISPENSER IN DINING ROOM. (1) UNIT MOUNTS ON ITEM 08 IMI CORNELIUS IDC255 BEVERAGE DISPENSER IN DRIVE-THRU. REMOTE CONDENSER ICVD-06g5, LINE SET RC56 CONTROL WIRES FROM CONDENSING UNIT TO COIL. FIELD VERIFY LENGTH OF LINE SET REQUIRED. COLD WATER CONNEC. 1/2" 93 STRAW 4 LID HOLDER GEN III CUSTOM FAB+ 134 NAPKIN DISPENSER SAN JAMAR H2O01XG INTEGRATED WITH 0111 95 DISPENSER FOR SAUCES SERVER PRODUCTS 01123 INTEGRATED WITH 0111, 5 PUMP DISPENSER 96 N/A el N/A 98 N/A gg N/A 104 DOUBLE TRASH UNIT GEN III 108 N/A III I N/A 122 N/A 123 N/A 124 N/A — — — — — I - - - -- I:ti�� -T1g2 93--- i �TOiLET �104 i :1-1 - I 1 1< 19 I LOBBY> I i -- 102 IFF II I I I LL-J I I �� IL LJ JIL IWI _IL IW JI �I �� 5 ---� L_--I-7 10 I I I -�I g2 106 1 3 8 2 jl 12A 4rc 5� L=---J--- r 46m 26 46c „ 46H 3 46F �v 10 56 I I PREP L--- :- SroA --� AtREA 54 Hk'N 112 KITC SERV CE 'J I L—J I I�_' t I-- 4615 I I I \ I 54 I I 3 i 1 F------7 L-_J --- --1 OFFICE 108 DRY 5 \ � STORAGE II lili�l I m I I III I m r----- :'1r----- ='Ir------'ir-----,'I II �' I F---I I\ I DRY 64 STORAGE I \I ❑ 113 L---A ❑ I I I 111 71777 1 imi-17 171 1 1 1 1 101 11 1 1 1 1 1 10111-1 I! II II II II II II II II 5 II II II II II COOLER FREEZER II I, II II III II II II !I I II III III II L------------------IL----------- L 1 ------------------L----------- 5 I ti���r, II Irr+1'��ri u J I I L----JI L------J JJ EQUIPMENT SCHEDULE NO. ITEM MANUR AND MODEL NO. CW. HW. GAS DRAIN ELECTRICAL REMARKS BY OWNER (DEDICATED 120V ISOLATED, DEDICATED ELEC. CIRCUIT I CASH REGISTER ELECTRICAL CIRCUIT) I REQUIRED 12-HEAD DRINK IMI CORNELIUS ED 300 115v, 60/52 ( 3/4" DRAIN FROM BIN 4 1/2" DRAIN 2 DISPENSER 1/2" 3/4" t 1/2" FROM TOWER) (6014z, I PHASE AT ELECTRICAL), 44" A.F.F. SELF SERVE GEN III 3 BEVERAGE COUNTER ORDER TECHKNOW - DF10300 - 4 CONFIRMATION 005300AR5 5 WALL MOUNTED KROWNE P52 1/2" 1/2" 1 1/2" G.0 TO RUN PLUMBING AND CONNECT HAND SINK CONDIMENT HOLDER TOPPO 38110e LG 18"W x 12 "D x IS" H, COLOR: BROWN 6 1 CUP DISPENSER SAN JAMAR C2410C 8-HEAD DRINK CORNELIUS IDC255 PRO 120V, 60/1, 3/4" DRAIN FROM ICE MAKER AND 1/2" 8 DISPENSER FAST GATE -8 HEAD, -1 in„ 3/4" AND g3A DRAIN FROM TOWER OPTIFIL VALVES< 1/2" (60 Hz, I PHASE ELECT. AT 44" AFF) 1 VALVE (10 FLAVORS) 10 LID HOLDER INCLUDED WITH 08 MOUNTED ON ITEM 08 11 N/A 12 SHAKE MACHINE TAYLOR %2 DIRECT 1/2" 1/2" 208V, 60/1 REQUIRES CO2 OR COMPRESSED AIR DRAW 12A SHAKE MACHINE GEN III CUSTOM FAB• 34 3/4" X 35" X 24"H STAND 14 AUTO GREETER ERG/PANISONIC - ULTRADTAGARB EXISTING SAFE 15 16 N/A N/A 11 11A N/A N/A 115 N/A 113 20 N/A N/A 21 23 N/A 24 N/A 25 N/A 21 EXISTING WATER HEATER 28 EXISTING MOP SINK 2cJ EXISTING ELECTRICAL PANELS 31 N/A N/A 32 N/A 33 DRY STORAGE SHELVING 34 N/A 36 N/A 31 BAG-N-BOX MANITOWOC 10-2-2W-TPM 80" H X 28" W X 20" D, 44, EPDXY 38 BIB RACK COATED, SEE PLAN FOR SHELF LOCATION WIRELESS DRIVE 120V 315 THRU ORDER SYS 40 FRY BASKET TABLE 30" X 30" FRY DUMP MARSHALL AIR 206V, 50/60 "" x 46 5/6" x 32 3/411, 20 AMP, NEMA 41 THERMOGLO, MODEL Hz, I Ph, ro-20, WITH BUILT IN FRY STATION RR5-48.5TL (RR5-48.5TR 14.15 A/ 3.1 kW TIMER FOR REVERSE LAYOUT) SHELVING LOCATED ON TOP OF FRY DUMP 415 (ITEM 041). N/A 42 EXISTING 3 BANK FRYER W/ NATURAL GAS 43 I COLD CAR50NATOR CORNELIUS PROVIDE SHELF AND MOUNTING 44 BRACKETS. LOCATE SHELF ON WALL BELOW COUNTERTOP BEHIND DRINK DISPENSER 45 MENU BOARD HOWARD 120v, ro0/1 46 SLICER GEN III CUSTOM FAB• I/2„ 120/208V, 3PH 200 AMP PANEL, POWER TO SUB COUNTER PANEL BY G.C. TOASTER GEN III CUSTOM FAB• STAND FOR TOASTER (ITEM 055) AND 465 SHELF/BACON/WRAP MICROWAVE (ITEM %I) HOLDER WARMER DRAWERS APW WYOTT, MODEL 120V INSTALLED ON SITE BY EQUIPMENT 46F 01.411 SLIMLINE INSTALLER 2-DRAWER BACKLINE TIMER A.J. ANTUNES SOLAR MTD ON SLICER COUNTER (ITEM 046) 46H - TIMER MODEL °TTS-6 PT NEAR THE DUAL CHEESE PUMP ("56) TURNOVER DISPLAY GEN II CUSTOM FAB• 36" UNIT MOUNTED ON AND POWERED rzm— CASE FROM ITEM 046 SLICER COUNTER O EQUIPMENT FLOOR PLAN SCALE: 3/16" - I'-0" KEYED NO1r=3 OSELF SERVE DRINK TOWER AT CONDIMENT STAND, COORDINATE WITH GEN III SHOP DRAWINGS. SEE KITCHEN EQUIPMENT MANUFACTURER'S SHOP DRAWINGS FOR FOR LOCATIONS OF SERVER PUMP EQUIPMENT, NAPKINS, CONDIMENT CONTAINERS, ETC. OPROVIDE PLYWOOD BACKING IN LIEU OF GYP. BD. AT SHELVING AND WALL MOUNTED EQUIPMENT. FIELD VERIFY EXACT LOCATIONS. OEXISTING DRY STORAGE SHELVING OBACK FLOW PREVENTER, REFER TO PLUMBING DRAWINGS. OEXISTING EQUIPMENT OEXISTING ELECTRICAL PANEL OEXISTING HAND SINK OEXISTING 3 COMPARTMENT SINK OEXISTING MOP SINK 10 NEW HAND SINK II EXISTING METAL SHEVING 12 NEW MILLWORK 13 EXISTING ELECTRICAL SERVICE - SEE ELECTRICAL DRAWINGS GENERr4L, NOT 3 I. COUNTER TOP EQUIPMENT SHALL BE ON 4 INCH HIGH LEGS, SEALED TO COUNTER, OR PORTABLE. 2. FLOOR MOUNTED EQUIPMENT SHALL BE ON 6 INCH HIGH LEGS, ON CASTERS OR SEALED TO THE FLOOR- 3. EQUIPMENT NOT ON CASTERS SHALL BE SEALED TO THE WALL AND/OR THE ADJOINING EQUIPMENT, OR PROVIDE SPACE TO FACILITATE CLEANING. 4. ALL KITCHEN EQUIPMENT IS OF COMMERCIAL QUALITY, DURABLE AND EASILY GLEANED. EVERY ITEM IS NATIONAL SANITATION FOUNDATION (NSF) APPROVED OR EQUAL. ALL FOOD PREP TABLES ARE STAINLESS STEEL. PLASTIC LAMINATE SURFACES ARE NOT TO BE USED FOR DIRECT FOOD CONTACT. 5. THE WASTE OUTLET FOR EQUIPMENT DRAINING INTO FLOOR SINKS SHALL TERMINATE AT LEAST 2 INCHES ABOVE THE FLOOD RIM OF SUCH RECEPTOR INDIRECT WASTE PIPING SHALL BE INSTALLED AS TO PERMIT READY ACCESS FOR FLUSHING AND CLEANING. Co. ALL FOOD SERVICE EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS AND PROCEDURES AS SET FORT BY NSF. THESE PROCEDURES ARE ILLUSTRATED IN THE INSTALLATION MANUAL FOR FOOD SERVICE EQUIPMENT DEVELOPED BY NSF. ALL SPLASH BLOCKS SHALL BE 3 INCHES AWAY FROM ADJACENT WALLS TO AVOID ANY DARK ENCLOSED AREAS OR SPLASH BLOCKS ARE TO BE SEALED TO THE WALL WITH AN APPROVED SILICONE OR SIMILAR CAULKING MATERIAL. ALL SHELVING OR SANITARY STORAGE RACKS SHALL BE LOCATED MINIMUM OF 15" ABOVE THE FLOOR AND SHALL BE 1 1/2 TO 2 INCHES FROM ADJACENT WALLS TO AID IN CLEANABLITY. 1. BEVERAGE INSTALLER TO PROVIDE "PYTHON" FOR SYRUP LINES TO ALL BEVERAGE STATIONS. 8. PLUMBING CONTRACTOR TO INSTALL MANIFOLD FOR OVENS. S. PROVIDE 2X2 FULL HEIGHT STAINLESS STEEL COMER GUARDS ON ALL OUTSIDE CORNERS IN KITCHEN. 10. KITCHEN EQUIPMENT SUPPLIER TO SUPPLY AND INSTALL ALL S.S. GUARDS. 11. INSTALL STAINLESS STEEL PANEL BEHIND THE FRYER HOOD AND OVEN HOOD. SEE EQUIPMENT ELEVATIONS ON SHEET A-10 FOR SIZE AND PLACEMENT. (G.C. PROVIDED AND INSTALLED.) REVISIONS BY i i 00 o ti u x u 1�. CD U N 0 3 E > 3 r- .� y E E ti �- Z ;n M, W a z o 1A s` O C O v -p 0 O �L C ? O (DN m .p (� m C N t X to i W c ^ � 0 N L. O a� } c Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet A 1 b H:\Projects\Projects 2015\15050 - Arbv's Gall Blvd\04-CD\01-CD.A\04-Architectural\A Ib-EQIJIP FLPL.dwg, 6/l0/2015 12:08:09 PM, dcosta.-AutoCAD PDF (High Quality Print).pc3 KEYED NOTES WI0 , �I LAVATORY IN APRON TYPE VANITY - SEE DETAIL -/-- SIGNAGE TO MEET --, ADA AND FLORIDA - _T ❑2 WALL HUNG LAVATORY -SEE PLUMBING ACCESSIBILITY CODE FOR BUILDING __ - �3 N.C. WATER CLOSET - SEE PLUMBING CONSTRUCTION--- --° STANDARD WATER CLOSET - SEE PLUMBING R Q URINAL - SEE PLUMBING 36" GRAB BAR Fil42" GRAB BAR 9 j B - 6 ❑8 IS" GRAB BAR MOUNT ROOM SIGNS ADJACENT TO LATCH 10 Alc - _ 7 �9 WALL MOUNTED SOAP DISPENSER = SIDE OF DOOR 2 ' - - 3 I0 SEMI -RECESSED PAPER TOWEL DISPENSER 1V. 6 13 FIELD VERIFY CLEAR 11 SURFACE MOUNTED PAPER TOWEL DISPENSER 12 SEMI -RECESSED TOILET TISSUE DISPENSER --- - - - - - - - - - - - -� 13 SURFACE MOUNTED TOILET TISSUE DISPENSER -- 14 WALL MOUNTED MIRROR FROM TOP OF SPLASH TO ro -8" AFF. - MATCH WIDTH OF VANITY r - - - - - - 15 WALL MOUNTED CHANNEL FRAMED MIRROR ' J1 16 PIPE INSULATION KIT, 1/2" THICK "AEROTUBE" BY JOHNS-MANVILLE �Tar OR EQUAL — — �------ � - � I 1 IL I 13I 18 ! I TOI ET. -(X U}1 22 104 ' 10 1 r � � 31 -� uQt �; U � �- = � -��- �� �i� ------ ki 1/V u TOILET �\= 31 IS/Alc 13 �r r- Q 10 �`' ' i i 1/Alc i 3 � ��� , 11 60" DIAMETER TURN AROUND „ „ 18 30 x 48 CLEAR FLOOR SPACE 19 60" x 60" CLEAR FLOOR SPACE O H.C. SIGN. MOUNTINC-S DETAIL SCALE: N.T.S. 6 INTERIOR ELEVATION SCALE: 3/8" 1'-0" 3 8/ flc 15 15 �i�/ � 20 TOILET PARTITION W LL 'Q 2 1 I 2 v �__ 21 RECESSED FEMININE NAPKIN DISPENSER AS PER WALL WS 18 6�ra _ SUfAGE MOUNTED FEMININE NAPKIN DISPENSER TYPE - - _- - ' � � � g i o �� o I ELECTRIC HAND DRYER -- _-_-- i i 24 PREFAB SHOWER STALL COVER PLATE I L_ 25 SHOWER STALL 1/4" x 2" ESCUTCHEON LAG BOLTS / 1 1/2." DIAMETER _ - 26 MOP SINK/ FLOOR SINK 5.5. GRAB BAR - - CLEAR WATER HEATER SOLID BLOCKING TOWEL BAR BETWEEN METAL- STUDS AS REQUIRED � - — - � - - Alc 29 TRASH RECEPTACLE 36 _. 6 30 6" 0 HOLE WITH TRIM RING __ _ _ 13 31 HC SIGN 1 1/2" �1 1/2" ,, Ak A t -_ _ - - - 3 - 32 RECESSED DISPENSER TOILET -SEAL -COVER D IA.._ - 33 RECESSED FACIAL T155UE DISPENSER NOTE: ALL GRAB BARS INCLUDING THOSE MOUNTED AT TUBS, SHOWERS, AND =- - 34 STANDARD ELECTRIC WATER COOLER TOILETS AND TOILET MOUNTED GRAB BARS SHALL BE DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LE55 THAN 250 POUNDS 35 H.G. ELECTRIC WATER COOLER APPLIED AT ANY POINT DOWNWARD OR HORIZONTALLY A5 REQUIRED BY THE FLORIDA ACCE55151LITY CODE FOR BUILDING CONSTRUCTION. 36 PROVIDE BLOCKING AS REQUIRED -SEE DETAIL "B" THIS SHEET (PROVIDE SUFFICIENT BLOCKING BEHIND EACH GRAB BAR INSTALLATION) OC-dRA5 15AR ANCHORING DETAIL O INTERIOR SCALE: 3/6 1 ELEVATION O ENLARGED TOILET PLAN SCALE: 3/8 1 TOILET ,4CCESSORIE8 SCALE: 3 = 1 -0 -0 = -0 HIGHEST OPERABLE ACCESSORY 8�EGIFIGATION EDGE OF WALL PART OF ACCESSORY W9 W9 WI0 - - - --' SURFACE MOUNTED TOILET TISSUE DISPENSER BOBR G B-2888 TRASH I O- RECEPTACLE -. - - RECESSED PAPER TOWEL BOBRIC 8-3961 DISPENSER HIGH --- -- - - - - LOW Q - _ _ - _ - 36" GRAB BAR KNISH IWRHCK BSNAP FLANGE TIN X Q `� Q _ - -: - - - -- - - 6 --- B 9 42" GRAB BAR BOBRICK 8-550 X 42 SATIN FINISH WITH SNAP FLANGE Ln LL _- - N M - FINISH 15 N r _ _ `.-° - _ __ 3 �` - 2 WALL MOUNTED SOAP DISPENSER BOBRIGK 8-155 - c-4 FLOOR O _ - . _ - - -- - -' CLR MIN. - - I 1 - - -- J - - - MIRROR WITH WALL MOUNTED MIR TEMPERED GLASS BOBRIGK B-290 WALL HUNG SINK ELECTRICAL WATER COOLER PAPER TOWEL DISPENSER SURFACE MOUNTED FEMININE NAPKIN DISPENSER gpgRIGK B-210 O - - -- -- - EDGE OF WALL 18" GRAB BAR 505RICK B-550 z O INTERIOR ELEVATION O INTERIOR ELEVATION O INTERIOR ELEVATION GENERAL NOTES N 1„1 z 0 OPEN SCALE: 3/8" - 1'-0" SCALE: 3/6" = 1'-0" SCALE: 3/8" = 1'-0" IE 15" CLEAR MIN c4 F FLOOR FLOOR _ 1. FOR TYPICAL H.C. SIGN MOUNTING DETAIL, SEE DETAIL "A" TH15 SHEET . ►- .0 Wcj 2. FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL "B" THIS SHEET COUNTER MOUNTED SINK H.G. URINAL - - -- - - - 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL 40" "C" THIS SHEET EDGE OF WALL L - - 4. FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN EDGE OF WALL(i) - - - - 12 42 co 36 -�� -11 - 10 - 10 -- - W14 5. SOME KEYED NOTES AND ACCESSORIES DO NOT APPLY UNLESS REFERENCED IN THIS PROJECT � 24" - Co. ALL TOILET ACCESSORY FINISHES TO BE SATIN STAINLESS STEEL _ _ GRAB BARS GRAB BARS ,,, _ DISPENSER �, c W14 _.. -' _ - - - _ - - - _ _ ' 15 _ - 2 1. G.G. TO DOUBLE CHECK ROUGH LAYOUT OF RESTROOM WALLS AND FIXTURES PRIOR t0 INSTALLING ANY WALL AND FLOOR FINISHES TO INSURE ADHERENCE TO ALL DIMENSIONS ANY CHANGES ON SITE A THE USE OF DIFFERENT ACCESSORIES THAN THE ONES SPECIFIED LOCATION Q Q Alc _ __ ,_ _ _ 6 - . , _ = SHOULD BE DONE IN COORDINATION WITH ALL APPLICABLE - 2 - 16 - ACCESSIBILITY CODES. ANY DEVIATIONS THAT DO NOT COMPLY TO U v. 8 FINISH p r U FLOOR H.C. W. r U FLOOR ~ -- 29 16 1 1 3 - _ r THE APPLICABLE ACCESSIBILITY CODES WILL BE CORRECTED BY THE G.G. WITH NO ADDITIONAL COMPENSATION. H.C. WATER CLOSET H.G. WATER CLOSET - 13 — - NOTE: 1. TYPICAL MOUNTING HEIGHTS UNLESS OTHERWI5E NOTED 2. THE FLUSH VALVE MUST BE LOCATED ON THE APPROACH SIDE OF ANY ACCESSIBLE WATER CLOSET O TYPICAL MOUNTING I- EIGHTS O INTERIOR ELEVATION O INTERIOR ELEVATIONO 1 INTERIOR ELEVATION SCALE: 1/2" - I'-0" SCALE: 3/8" - 1'-0" SCALE: 3/8" = 1'-0" SCALE: 3/8" - I'-0" REVISIONS BY u x o r- 0 N cJ c �--• o � m J N '. q W a� r`. J �& Q • ? x LL i O D O v '� > O .p m a N N � t X CO L w •� -C a a IV L O L. O C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet A 1 c i�LECTED CEILING LEGEND 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH 2' x 4' LAY -IN ACOUSTICAL CEILING TILES 2' x 2' SUSPENDED CEILING GRID SYSTEM WITH 2' x 2' LAY -IN ACOUSTICAL CEILING TILES G.J CEILING (SMOOTH FINISH) I 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION 2' x 4' EMERGENCY FLUORESCENT LIGHT FIXTURE, LAY IN FF___ -71 AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION 2' x 2' EMERGENCY FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE --F-71-- ELECTRICAL FOR MORE INFORMATION WALL MOUNTED LIGHTING - SEE ELECTRICAL DRAWINGS CAN LIGHTING OR EXTERIOR FLOOR LIGHTING - SEE - ELECTRICAL DRAWINGS SIGN WITH EMERGENCY LIGHTING - SEE ELECTRICAL DRAWINGS REMOTE HEAD, REFER TO ELECTRICAL DRAWINGS ® EXIT LIGHT FIXTURE. OO SPEAKER - BY MUSIC VENDOR MECHANICAL SUPPLY REGISTER - SEE MECHANICAL FOR MORE INFORMATION �I MECHANICAL RETURN REGISTER - SEE MECHANICAL FOR MORE INFORMATION ® EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION K =YED NOTES ONEW LAY- IN CEILING SYSTEM SEE IDI DRAWINGS FOR FINISHES ONEW GWB CEILING 0 NEW DRYWALL/DROPPED CEILING TO BE PANTED P3 SEE IDI DRAWINGS FOR FINISHES. ONEW DROP CEILING FINISH WITH SOLID WOOD PLANK- SEE IDI DRAWINGS FOR FINISHES. ONEW HEADER TO MATCH EXISTING PAINT P3- SEE IDI DRAWINGS FOR FINISHES. ONEW DECORATIVE CEILING ELEMENT -SEE IDI DRAWINGS FOR FINISHES. OEXISTING EXHAUST HOOD ONEW CEILING TILES ON EXISTING GRID ON ENTIRE KITCHEN AREA. 45'-11" 2'-6" 7'-0" PAINT AND REPAIR GRID AS NECESSARY OEXISTING HEADER IID NEW FLOOR LIGHT FIXTURES IN SIDEWALK - SEE ELECTRICAL DRAWINGS v CE IL M-6 GENERAL NOTES 1 1DRY 1m TO $ TOILET* 0 STORIJ CO) IVE I. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 x\- lID4 1 - - T 8 113 GAUGE - 3 5/6 INCH WITH MINIMUM 3" 12 SHEET METAL SCREWS PER 1106 0> j�� CONNECTION. O2. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT FIXTURE SPECIFICATIONS + 3. COORDINATE AND VERIFY ALL LIGHTING FIXTURE INFORMATION, TYPES + + g AND FINAL LOCATIONS WITH REFLECTED CEILING PLAN. O 0i 10, \, _ \, x\' I 4. G.G. TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. �� -- + 8'- I/2" �Q, Q 8' 6 I/2' �' �Q, +°�� 0� xV� ® + I a PA i 5. SEE SHEET IDI FOR CEILING GRID AND TILE SPECIFICATIONS. - + I 6. MTL. STUDS SHALL BE CONNECTED TO STRUCTURAL STL. W/ (3) 0.145"0 - �' Q 16'-9" 112 �p I RAMSET POWDER DRIVEN FASTENERS. I L Y O I -7. MTL. STUDS/CLIP ANGLE SHALL CONNECT TO MTL. STUDS w/ MIN (4) f - ® I 012 -14 TEK SCREWS. - ® IID2 - $ 5 RAMSET POWDER DRIVEN FASTENERS AT 16 O.G. STL. w/ l2 Q, I CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL) 014 "0 " 77 J, S. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO 0-7 GONC./CMU w/ (2) 1/4"m x 1 1/4" TAPCON FASTENERS AT 24" O.G. O DINING + ` G 103 ® j lID. CONNECT SHEATHING TO MTL. STUDS w/ 012 TEK SCREWS AT 6" O.C. 11. CONT. TRACK SHALL BE CONNECTED TO ROOF DECK w/ (2) 1*10 TEK 1 -2 O \ O 8 ; SCREWS AT 24" O.C. I + x\' I 12. AS REQ'D, THE G.C. SHALL PROVIDE CLIP ANGLES FOR ALL METAL ® j STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES TO + MATCH OR EXCEED THE STUD GAGE. `n O O ICE: • I IID i 13. ALL CEILING SPEAKERS TO BE FLUSH MOUNT, WHITE. ALL EXTERIOR MEJ SPEAKERS TO BE BLACK x I E 1R 1 I - F-7-7 ITT 101 x ST 14. IF PROVIDING NEW SPEAKER HARDWARE, PROVIDE AND INSTALL I - � 109 SEPARATE VOLUME CONTROLS FOR EACH AREA (RESTRDOMS, 1 I + I SEATING AREA, EXTERIOR). O I --------------------------------- 15, PROVIDE R-19 BATT INSULATION ABOVE CEILING. 1I G.C. TO VERIFY ALL FINISHES WITH OWNER'AND AR5Y'8 CONSTRUCTION 01 `9 MANAGER BEFORE ORDERING. 01 11, G.C. TO COORDINATE ALL CEILING HEIGHTS WITH HVAG WORK AND EXISTING STRUCTURE AND NOTIFY ARCHITECT OF ANY CONFLICTS UPON O O O DISCOVERY PRIOR TO COMMENCING WITH ANY WORK 1-41, 26'-11" - 12'-0" 16'-il" 6'-011 IDIFRIJIliEFLECTED CE IL IN3s PLAN SCALE: 3/16" = 1'-0" REVISIONS BY i 1� _ U G cJ L7 n � 5 5. W a J P Or < k. G U n O O W C O —p . 0 O .� O (%� O m o` LL. .0 m vi Lr) i W c V � a � v tV s` O �L 0 C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet A2 H:AProjects\Projects 2015\ 15050 - Arby's Gall BlvdA04-CDV0I-CD.AA04-Architectural\402-RCP.dwg• 6/10/2015 12:08,19 PM, dcosta. _AutoCAD PDF (High Quality Prinq.pO I 1 11 ' 11 1 11 1 11 -1 1 __ I Building Data Wind Velocity: 145 mph (Ultimate) Internal Pressure Coefficient: +/- 0.18 Basic Wind Spd. (3 sec.) 113 mph (ASD) (Enclosed Building Per ASCE 7-10) Width of Edge Strip: 4.0 Risk Category: 11 Height & Exp. Factor: 1.35 Roof Angle,A (degrees) 0: 0.0° < 0 < 7.0° Roof Dead Load Resisting: 15 psf (Ultimate) ,Exposure Category: C 10 psf ASD Wind Design Loads - Roof, Walls, Windows, Doors, Components & Cladding ROOF WALLS, DOORS, WINDOWS ZONE AREA (ffz) DESIGN PRESSURE (psf) ZONE AREA (ffz) DESIGN PRESSURE (psf) Pos. Neg. Net Uplift (ULT.) Net Uplift (ASD) Pos. Neg. 1 10 ft[2] 20.8 psf -51.2 psf -36.2 psf -20.7 psf 4 10 ft[2] 51.2 psf -55.4 psf 1 20 ft[2] 19.4 psf -49.8 psf -34.8 psf -19.9 psf 4 20 ft[2] 48.9 psf -53.2 psf 1 50 ft[2] 17.8 psf -48.1 psf -33.1 psf -18.9 psf 4 50 ft[2] 45.8 psf -50.2 psf 1 100 ft[2] 16.5 psf -46.8 psf -31.8 psf -18.1 psf 4 100 ft[2] 43.5 psf -47.8 psf 2 10 ft[2] 20.8 psf -85.8 psf -70.8 psf -41.5 psf 4 500 ft[2] 38.1 psf -42.5 psf 2 20 ftf2l 19.4 psf -76.7 psf -61.7 psf -36.0 psf 5 10 ft[2] 51.2 psf -68.4 psf 2 50 ft 21 17.8 psf -64.5 psf -49.5 psf -28.7 psf 5 20 ft[2] 48.9 psf -63.8 psf 2 100 ft[2] 16.5 psf -55.4 psf -40.4 psf -23.3 psf 5 50 ft[2] 45.8 psf -57.7 psf 3 10 ft[2] 20.8 psf -129.1 psf 1 -114.1 psf 1 -67.4 psf 5 100 ft[2] 43.5 psf -53.2 psf 3 20 ft[2] 19A psf -107.0 psf -92.0 psf -54.2 psf 5 500 ft[2] 38.1 psf -42.5 psf 3 50 ft[2] 17.8 psf -77.6 psf -62.6 psf -36.6 psf 3 100 ft[2] 16.5 psf -55.4 psf -40.4 psf -23.3 psf Notes: 1) For effective areas between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively. 3) See pressure zone diagrams above for corresponding zones. 4) Roof coverings, finishes, etc.. Shall be designed for the full negative design pressure. 5) Roof framing members shall be designed to resist the net uplift design pressure. 6) Net Uplift (ULT) = 0.9 DL + 1.0 WL Net Upllift (ASD) = 0.6 DL + 0.6 WL OCOMPONENTS A?O CLADDING WIND 1�ESIC�N LOADS SCALE: N/A '-0" A.F.F. 5P OF EXISTING ARAPET OW 8 � O (0 t I ---- ----J I (L 15 16 I I I I 13 5 I I I I I I I I lam- -J O J N I I I Li F -1 12 14 14 I -17 I L ---- %- I I f -r��l 5 I I I I LJ OROOr- PLAN SCALE: 3/16" - I'-0" +/- 10'-0" AFF. TOP OF EXISTING WALL �- • • TTIA SINGLE PLY ROOFING MIN. SLOPE 1/4" PER FOOT INDICATES DIRECTION OF DOWNWARD SLOPE OF ROOF KEYED NOTES OEXISTING SINGLE PLY ROOFING OEXISTING ROOF DRAIN OEXISTING OVERFLOW SCUPPERS, EXTEND THRU NEW FACADE OEXISTING ROOF TOP MECHANICAL UNIT ON EXISTING CURB OEXISTING: PARAPET WALL SYSTEM WITH METAL COPING: OEXISTING ROOF ACCESS LADDER OSINGLE PLY ROOF SYSTEM - SEE WALL SECTIONS OOUTLINE OF WALL BELOW - SEE FLOOR PLAN OPRE -FINISHED BRAKE METAL CANOPY / RIBBON AND CONN BY ARBY'S VENDOR- SEE WALL SECTIONS 10 PRE -FINISH METAL CANOPY II METAL SUPPORT ROD 12 EXISTING ELECTRICAL SERVICE 13 EXISTING COOLER / FREEZER 1D EXISTING HVAC EQUIPMENT SEE MECHANICAL DRAWINGS 15 TWO PIECE ALUMINUM FLASH 16 REMOVE EXISTING FLASHING AND INSTALL NEW TWO PIECE ALUMINUM FLASHING WITH E.IF.S WALL FINISH AND NEW CAP FLASHING. li HVAC UNIT - SEE MECHANICAL DRAWINGS GENERAL NOTES I. ALL EDGE FLASHING TO BE ALUMINUM U.N.O. 2. ALL MISC. FLASHING TO BE ALUMINUM U.N.O. 3. PROVIDE FLASHING AS REQUIRED TO ENSURE WATER TIGHT CONDITION. 4. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE COMMENCING WITH ANY WORK. REVISIONS BY J i x V M • i c 3 ti v o a' �I - - W r CW O i O W O Q � O L ? O N (/ /^ m ILL. O_ .i' p N m o = X Q CO LEI c � a � � v IV i O .L. N C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC 15-50 eet IJob: A3 H:\Projects\Projects 2015\ 15050 -Arby's Gall Blvd\04-CD\01-CD.A\04-Architectwal\A03-ROOF.dwg. 6/10/2015 12:08:24 PM, dcosta, _.AutoCAD PDF (High Quality Print).pc3 V-9" AFF. BOTT. OF METAL CANOPY V-0" AFF. BOTT. OF METAL CANOPY 19'-0" AFF. TOP OF EXISTING PARAPET V-0" A.F.F. BOTT. OF METAL RIBBON 0'-0" A.F.F. TOP OF SLAB OIUJEST EXTERIOR ELEVATION SCALE: 3/16" = I'-0" GISOUTH EXTERIOR ELEVATION SCALE: 3/16" = I'-0" 19'-0" AFF. TOP OF EXISTING PARAPET V-9" AFF. BOTT. OF METAL CANOPY KEYED NOTES OI EXISTING CONCRETE CURB / SIDEWALK O2 NEW 2" EIFS WALL SYSTEM OVER EXISTING WALL SYSTEM- SEE WALL SECTIONS 0 EXISTING WINDOW SYSTEM - FRAME TO BE REPAINTED WITH ELECTROSTATIC PROCESS TO MATCH SHERWIN WILLIAMS SW 6869 "SAFETY RED" OEXISTING LOUVER OEXISTING OVERFLOW SCUPPER OEXISTING ROOF ACCESS LADDER, MODIFY AT NEW ROOF - PAINT AS REQUIRED ONEW GUARDRAIL SYSTEM - SEE DETAIL 5/Ala ONEW LIGHT FIXTURES- SEE ELECTRICAL DRAWINGS OE.IF.S VENEER WITH HORIZONTAL REVEALS - SEE DETAILS 4/A5b ID EIFS BAND - SEE DETAIL 5/A5b 11 NEW STOREFRONT WINDOW SYSTEM - SEE FLOOR PLAN 12 NEW DOOR SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULE 13 NEW DRIVE-THRU WINDOW SYSTEM - SEE FLOOR PLAN 14 NEW CANOPY SUPPORT COLUMNS SYSTEM PROVIDED AND INSTALLED BY ARBY'S VENDOR 15 PRE -FINISHED / PRE FABRICATED CANOPY SYSTEM PROVIDED 16 AND INSTALLED BY ARBY'S VENDOR PRE -FINISHED METAL CANOPY RIBBON SYSTEM PROVIDED AND INSTALLED BY ARBY'S VENDOR - SEE WALL SECTIONS 11 CONT. METAL COPING / FLASHING - SEE WALL SECTIONS 18 BUILDING SIGNAGE PROVIDED AND INSTALLED BY OWNER 19 E.IF.S "CUSTOM BRICK" FINISH A.F.F. 20 CONT. METAL FLASHING BEYOND AT NEW ROOF AND EXISTING WALL TOP OF SYSTEM EXISTING PARAPET 21 METAL FLASHING 22 NEW RAIN DEFLECTOR EXTERIOR FINIAH SCHEDULE Al DRYVIT OUTSULATION PLUS MD EIFS SYSTEM 0310 CHINA WHITE "SANDBLAST" TEXTURE (METAL COPING: V-0" AFF. DURO-LAST 0SR10/TE81 "REGAL WHITE" BOTT. OF METAL RIBBON A2 DRYVIT OUTSULATION PLUS MD EIFS SYSTEM CUSTOM BRICK SPECIALITY FINISH J" GROUT 28 PT. TEMPLATE %12 MOONLIGHT NCB GROUT QUARTZPUTZ 0101 SUPER WHITE DPR FINISH (METAL COPING: DURO-LAST "5R10/ TE.6-1 "REGAL WHITE" ElDRYVIT OUTSULATION PLUS MD EIFS SYSTEM WITH REVEALS SHERWIN WILLIAMS "SW 2805 "ROCKWOOD DARK BROWN" SATIN FINISH (METAL COPING: DURO-LAST SR.26/ TE.81 "DARK BRONZE" AFF. CANOPY ELEMENT SHERWIN WILLIAMS •SW 566R38 TOP OF SLAB "SAFETY RED" PRIMER. LOXON ACRYLIC MASONRY PRIMER, A-24-300 TINT TO 5WP2 USE AT LEAST (2) COATS OF FINISH E.IF.S BAND ELEMENT SHERWIN WILLIAMS SW 6869 PRIMER: LOXON ACRYLIC MASONRY PRIMER, A-24-300 FINISH: DTM ACRYLIC GLOSS, 566 R36 "SAFETY RED" TINT PRIMER TO SWP2 USE AT LEAST (2) COATS OF FINISH SHERWIN WILLIAMS -SW 1024 "FUNCTIONAL GRAY" SATIN FINISH K SHERWIN WILLIAMS *SW 2123 "WHITE" SATIN FINISH (METAL COPING: DURO-LAST 05R10 / TE.81 "REGAL WHITE" E.I F.S SYSTEM SPEC IF I C4T I ONS I. WATER -DRAINAGE EXTERIOR INSULATION AND FINISH SYSTEM IE.fF.S) APPLIED OVER WATER -RESISTIVE COATING OR "TYVEK" STUCCO WRAP OVER SHEATING 2. CLASS PB (E.IF.S). WITH PHYSICAL PROPERTIES, DRAINAGE, AND STRUCTURAL PERFORMANCE THAT COMPLY WITH ICC-ES AC235 3. MANUFACTURER: DRYVIT SYSTEMS INC.- "OUTSULATION PLUS SYSTEM" BASE SYSTEM WITH 1 1/2" INSULATION 4. G.0 TO PROVIDE E.IF.S. SYSTEM INSTALLATION SPECIFICATION AT RECEIPT OF BUILDING PERMIT GENERAL NOTES I. GENERAL CONTRACTOR TO VERIFY ALL GRADE ELEVATIONS TOP OF SLAB AFF. 2 PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A TOP WATERTIGHT CONDITION (DIEAST EXTERIOR ELEVATION SCALE: 3/16" a 1'-0" O NORTH EXTERIOR ELEVATION SCALE: 3/16" = 1'-0" IV-0" AFF. TOP OF EXISTING PARAPET V-0" AFF. rL BOTT. OF METAL RIBBON 0'-0" AFF. I TOP OF SLAB 3. PAINT ALL EXPOSED METERS, SERVICE ENTRANCES, GAS PIPE, ROOF ACCESS LADDER, ETC. TO MATCH ADJACENT EXTERIOR WALL SURFAC 4. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY WORK. NOTIFY ARCHITECT IMMEDIATELY IN WRITING WITH ANY ISSUES. 5. PATCH AND REPAIR ALL EXISTING EXTERIOR WALLS TO MATCH AND ALIGN WITH EXISTING, PREPARE TO RECEIVE NEW FINISHES. ro. ALL EXISTING EXTERIOR WALLS TO BE PRESSURE WASHED, PATCH AP REPAIR AS REQUIRED. 1. ALL EXTERIOR FINISHES AND PAINT COLOR SELECTIONS TO BE VERIFIED WITH ARBY'S CONSTRUCTION MANAGER BEFORE ORDERING. KEY PLAN 4 \/ 2 REVISIONS BY f, x T N 1�� U 7 C . - - � 3 ti s � s 2 N M W -x - �h :O E 5 I • � y ,t O L O to C O 0 O -0 •L O N CC (/ / m � 0 v vi t x L Q W W 4 D N i O c Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet A4 11 \Projects\Projects 2015V15050 - Arbv's Gall B1vd\04-CDV01-CD.AV04-Architectural,,A04-E\EL.dwg. 6/10/2015 12:08 29 PM. dcosta. _AutoCAD PDF (High Quality Print).pc3 I I 111>� i I I I I ONE LAYER OF 1/2" EXTERIOR GRADE PLYWOOD SHEATHING - SHIM AS REQUIRED TO SLOPE TOWARDS ROOF CONTINUOUS 2x WOOD BLOCKING SEALANT 2" E.I.F.S OVER "TYVEK" BUILDING WRAP OVER 1/2" EXT. GRADE PLYWOOD SHEATING (DIDETAIL SCALE: 1 1/2" - I'-0" 19'-0" Fr-.E. - —_. - TOP OF EXISTING PARAPET 1 1 I1 II I I : , I 9'-0" F.F.E. BOTTOM C METAL CANOPY �Ii ALUMINUM COPING SET IN ADHESIVE SELF-SEALING, SELF -DRILLING SCREW AT I6" O.G. (TYP.) SEALANT SINGLE PLY ROOF MEMBRANE UP AND OVER THE TOP OF PARAPET WALL EXISTING 8" CM.0 2" E.IF.S OVER "TYVEK" BUILIDING 4n WRAP OVER 1/2" EXT. GRADE °? PLYWOOD SHEATING�l ' 34 CONTINUOUS 2X6 P.T PLATE + e% EXISTING CONCRETE — r DETAIL SCALE: 1 1/2" - 1'-0" .�Nmft I 14 1 1 1 1 1 1 I I i 1 1 1 1 1 1 1 1 1 1 1 _ 1 1 3 1 1 1 1 3 1 1 A 1 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C 22 1 1 Asa 1 1 1 1 I I , ' 1 4 NOTE: EIFS PRODUCT TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURES REQUIREMENTS O WALL SECTION SCALE: 3/4" - 1'-0" IV-0" F.F.E. TOP OF EXISTING PARAPET 9'-0" FF.E. - BOTTOM OF METAL BAND 0'-01, F.F.E. TOP OF SLAB - - - - NOTE: EIFS PRODUCT TO BE APPLI]IIND STRICT ACCORANCE WITH MANUFACTURES REQUIREMEN DWALL SECTION SCALE: 3/4" = 1'-0" 11 11 1 ,1 tLJ 2" EIFS OVER "TYVEK" BUILDING WRAP OVER EXISTING 8" CMU PRE-ENGINEERED PRE -FABRICATES CANOPY SYSTEM rya , r-� r II I I I I I I 1 ------------------- 811 OIMETAL CANOPY / 5AND DETAIL SCALE: 1 1/2" - I'-0" i SLOPE TOP OF TRIM At 1/4" PER FOOT EXISTING 6" CM.0 EXISTING STEEL STRUCTURAL TOP OF EXISTING PARAPET CANOF'T ONE LAYER OF 1/2" EXTERIOR GRADE PLYWOOD SHEATHING - SHIM AS REQUIRED TO SLOPE TOWARDS ROOF CONTINUOUS 2x WOOD BLOCKING I t SEALANT r1 2X6 WOOD STUDS FRAMING MEMBERS (16" O.0 MAX.) — 2" E.I.F.S OVER "TYVEK" BUILDING WRAP OVER 1/2" EXT. GRADE PLYWOOD SHEATING ODETAIL SCALE: 1 1/2" = I'-0" O WALL SECTION SCALE: 3/4" - I'-011 �4 KEYED NOTES O EXISTING CONCRETE SLAB ON GRADE (FIELD VERIFY) ALUMINUM COPING SET IN ADHESIVE OEXISTING STEEL BAR JOIST - CONTRACTOR TO FIELD VERIFY 0 EXISTING MASONRY WALL SYSTEM (FIELD VERIFY) SELF-SEALING, SELF -DRILLING SCREW O EXISTING FOUNDATION SYSTEM (FIELD VERIFY) AT 16" O.G. (TYP.) r O EXISTING PAVING _- SEALANT OE.I,F.S. - DRYVIT FINISH WITH REVEALS OVER "TYVEK" STUCCO 17 SINGLE PLY ROOF WRAP OVER EXISTING WALL SYSTEM. SEE DETAIL 4/A5b MEMBRANE UP AND OVER THE TOP OF O 1/2"EXTERIOR GRADE PLYWOOD SHEATHING WITH 8d NAILS AT 4" PARAPET WALL O.C. MAX. SHEATHING EDGES AND 12" O.C. MAX. FIELD. BLOCK SHEATHING JOINTS (48" O.G. MAX.) i - _ O 2 x 6 WOOD STUDS FRAMING MEMBER (16" O.G. MAX.) I 2 x 8 WOOD STUDS AT Iro" O.G. MAX. WITH SPI OP AND BOTT. �- 10 (2) 2 x 10 WOOD BLOCKING IN WALL FOR CANOPY WITH A34 TOP AND BOTT. EACH END A'T II PRE-ENGINEERED / PRE -FABRICATED CANOPY SYSTEM PROVIDED AND INSTALLED ARBY'S VENDOR 12 4" CONCRETE SLAB ON GRADE WITH bx6 WI.4xWl.4 W.W.F. OVER CLEAN, COMPACTED, TERMITE TREATED FILL 13 SINGLE -PLY MEMBRANE ROOFING SYSTEM UP NEW PARAPET 14 WALL - SEE GENERAL NOTE 03 EXISTING SINGLE -PLY MEMBRANE ROOFING SYSTEM. 15 R-19 BATT INSULATION. 16 EXISTING DIAGONAL STEEL ANGLE BRACE 0 EXISTING CONCRETE/MASONRY TIE BEAM, CONTRACTOR TO FIELD VERIFY AND NOTIFY ARCHITECT OF ANY DISCREPANCIES 18 E.1,F.5.- DRYVIT "CUSTOM BRICK" OVER "TYVEK" STUCCO WRAP 14 OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. SEE EXTERIOR FINISH SCHEDULE. 19 METAL SUPPORT COLUMN SYSTEM —7 20 NEW DRIVE-THRU WINDOW SYSTEM - SEE WINDOW SCHEDULE __ 21 EXISTING CONCRETE CURB. _ 22 FINISH FLOOR MATERIAL - SEE ID DRAWINGS 23 NEW LAY -IN ACOUSTICAL CEILING - SEE FINISH SCHEDULE. EXISTING CEILING SYSTEM - SEE FINISH SCHEDULE. VISQUEEN VAPOR BARRIER P.T. 2x6 BOTTOM PLATE WITH J"m HILTI KWIK BOLT 3 EXPANSION ANCHORS AT EACH END AND 12" O.C. MAX., 4 J" EMBED 2 21 STAINLESS STEEL WINDOW SILL. 28 EXISTING P.T. 2x8 PLATE, CONTRACTOR TO FIELD VERIFY 29 EXISTING STEEL BEAM QEXISTING STOREFRONT WINDOW SYSTEM SEE EXTERIOR FINISH SCHEDULE 31 (3) 05 REINF. BARS CONTI. v 32 EXISTING WALL FINISH - SEE FINISH SCHEDULE. 33 NEW WALL FINISH - SEE FINISH SCHEDULE. 34 BACKER ROD AND SEALANT 35 EXISTING COOLER/FREEZER MODULE 36 (2) 05 REINF. BARS CONTINUOUS 0 1/2" 4 EXPANSION ANCHOR At 24" O.C. 15 38 TWO PIECE ALUM. FLASHING SET IN ADHESIVE 39 DRILL AND DOWEL AND EPDXY (1) 05 X 1'-0" BAR ro" INTO EXISTING SLAB AT 24" O.0 ALUMINUM DRIP FLASHING LA�i I 41 NEW 2" EIFS FINISH OVER "TYVEK" BUILDING WRAP OVER EXISTING WALL SYSTEM 42 NEW CONCRETE SLAB - SEE ARCHITECTURAL SITE PLAN 23 43 734 SIMPSON STRONG -TIE CONNECTS B 4'-0" O.0 VERTICALLY 44 .040 MIL ALUM SILL SLOPE TO DRAIN 45 TAPERED RIGID INSULATION 2"MIN. AT LOWEST POINT 32 46 2X8 WOOD JOISTS 0 2411 O.G. 0 HOLD EIFS UP FROM EXISTING CURB / WALK 1/2" - PROVIDE BACKER ROD AND SEALANT 48 PATCH AND REPAIR RETURN AS REQUIRED 48 GENEPZAL NOTES I. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FROM THE CONSTRUCTION DOCUMENTS 2. PROPOSED PARAPET DESIGN HAS BEEN BASED ON ASSUMING EXISTING ROOF STRUCTURE IS OF WOOD TRUSS CONSTRUCTION - CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES AFTER ALL DEMOLITION WORK IS COMPLETE AND EXISTING STRUCTURAL ELEMENTS ARE EXPOSED 3. EXISTING ROOF MATERIAL TO BE VERIFIED BY GENERAL CONTRACTOR - EXISTING ROOFING AND PROPOSED ROOFING SHALL BE COMPATIBLE IN ORDER TO REPAIR AND EXTEND PER SCOPE OF NEW WORK KEY PLAN REVISIONS BY fi u U r N U T N O `u R L 2 T n > OC) 3 L O Eti W �a Q a o0 O. i �` t L 74r O CO) C O a v O -v •L O O aC V) m .p N m o N x Q (D L Lw 4 s -a a c a� v N L. O N t C EDale:. 09. 15 NOTED Project Mgr: RNS Drawn: DC Job: 15-50 pA5a H:\Projects\Projects 2015\ 15050 - Arby's Gall Blvd\04-CD\01-CD.A\04-Architectural\A5ab-WSEC.dwg, G/ 10/2015 12:08:34 PM, dcosta, _AutoCAD PDF (High Quality Print).pc3 BAR DOWELS- SEE KEYED YED NOTES SECTION 9/A 4" CONCRETE SLAB 0EXISTING; CONCRETE SLAB ON GRADE (FIELD VERIFY) ON GRADE WITH 6Xfo VERIFY THE EXISTENCE OF I.4XWI.4 W.W.F. OVER g A FILLED CELL IN EXISTING a " G CLEAN COMPACTED, TERMITE TREATED 5b CMU WALL SYSTEM - IF NON FILL 15 PRESENT, PROVIDE AS O2 EXISTING STEEL BAR JOIST - CONTRACTOR TO FIELD VERIFY - EXISTING TIE BEAM SHOWN IN DETAIL 8/A5b - - - - - - - - - - - 3 EXISTING MASONRY WALL SYSTEM (FIELD VERIFY) FIELD C EXISTING 8" VERIFY � '' �� - ��%, � � BOTTOM OF EXISTING CMU cp El- El- o I - - �� - - - - - �- - - �� EXISTING 8 CMU 4 EXISTING FOUNDATION SYSTEM (FIELD VERIFY) O TIE BEAM I I I I O EXISTING PAVING - = ❑ ❑ E.I,Fs. - DRYVIT FINISH WITH REVEALS OVER "tYVEK" STUCCO NEW 8" CMU WRAP OVER EXISTING WALL SYSTEM. SEE DETAIL 4/A5b DRILL AND EPDXY INTO " EXISTING TIE BEAM ONE (I) I O ` 1/2" EXTERIOR GRADE PLYWOOD SHEATHING WITH 8d NAILS AT 4" O J, __ "5 BAR IS" LONG I J _ _ - - - - _ - - _ - _ - I O.G. MAX. SHEATHING EDGES AND 12" O.C. MAX. FIELD. BLOCK SHEATHING JOINTS (45" O.G. MAX.) �1 ■ m ■ ■❑ I O2 x 6 WOOD STUDS FRAMING MEMBER (16" O.C. MAX.) NEW (1) "5 BAR CONTINUOUS IN � I I I I I FILL DELL WITH 2 x 8 WOOD STUDS AT 16" O.G. MAX. WITH SPI OP AND BOTT. O EXISTING CELL. REMOVE EXISTING ---- - - PORTIONS OF CMU AS 3/4„ DEEP REVEAL CONCRETE AND (1) I I 05 10 (2) 2 x 10 WOOD BLOCKING IN WALL FOR CANOPY WITH TOP O A34 MASONRY WALL REQUIRED TO INSTALL. FILL 211 (TYP.) BAR CONTINUOUS- TYP. AT NEW 8" CMU AND BOTT. EACH END CELL CONTINUOUS WITH CONCRETE. 2 EIFS OVER TYVEK BUILDING WRAP I I I I 0 PRE-ENGINEERED / PRE -FABRICATED CANOPY SYSTEM PROVIDED AND INSTALLED ARBY'S VENDOR 12 4" CONCRETE SLAB ON GRADE WITH 6x6 W1.4xW1.4 W.W.F. OVER NOTE: EIFS PRODUCT TO BE APPLIED IN DRILL AND DOWEL ONE(I) 05 BAR CLEAN, COMPACTED, TERMITE TREATED FILL STRICT ACCORDANCE WITH 8" INTO FOOTING AND 32"O.0 VERTICALLY INTO BUILDING WALL 13 SINGLE -PLY MEMBRANE ROOFING SYSTEM UP NEW PARAPET O DRILL AND EPDXY INTO MANUFACTURES REQUIREMENTS SYSTEM LAP 16 INTO WALL SYSTEM WALL -SEE GENERAL NOTE 03 -- j - EXISTING SLAB ONE (1) "5 ii BAR IS" LONG 14 EXISTING SINGLE -PLY MEMBRANE ROOFING SYSTEM. O DETAIL O PARTIAL �01N OUN0ATIPLAN J EXISTING SLAB 15 R-19 BA77 INSULATION. O'-O" SCALE: I I/2" = I'-0" SCALE: 3/161' " = -O" 16 EXISTING DIAGONAL STEEL ANGLE BRACE FINISH FLOOR 211 17 EXISTING CONCRETE/MASONRY TIE BEAM, CONTRACTOR TO FIELD VERIFY AND NOTIFY ARCHITECT OF ANY DISCREPANCIES SLOPE 18 E.I,F.S.- DRYVIT "CUSTOM BRICK" OVER "TYVEK" STUCCO WRAP EIFS BAND 9 OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. SEE EXTERIOR FINISH SCHEDULE. v STEEL ANGLE -SEE bol DETAIL 3/A5b 19 METAL SUPPORT COLUMN SYSTEM O NEW FILLED CELL IN EXISTING WALL 8 O SCALE: 1/2" = I'-O" 1 20 NEW DRIVE-THRU WINDOW SYSTEM - SEE WINDOW SCHEDULE 21 EXISTING CONCRETE CURB. FINISH FLOOR MATERIAL - SEE ID DRAWINGS EXIS22 GMU TING 8 7S 23 NEW LAY -IN ACOUSTICAL CEILING - SEE FINISH SCHEDULE. 1 III JOI o 4" O. I 24 EXISTING CEILING SYSTEM - SEE FINISH SCHEDULE. CNI VISQUEEN VAPOR BARRIER P.T. 2x6 BOTTOM PLATE WITH �"m HILTI KWIK BOLT 3 EXPANSION -41 ANCHORS AT EACH END AND 12" O.G. MAX., 4 " EMBED I 2� STAINLESS STEEL WINDOW SILL. 2" EIFS OVER "TYVEK", BUILDING WRAP 28 EXISTING P.T. 2x8 PLATE, CONTRACTOR TO FIELD VERIFY �;. r; 29 EXISTING STEEL BEAM ^ PN 30 EXISTING STOREFRONT WINDOW SYSTEM SEE EXTERIOR FINISH SCHEDULE NOTE: 1 EIFS PRODUCT TO BE APPLIED IN 31 (3) 05 REINF. BARS CONTI. STRICT ACCORDANCE WITH A MANUFACTURES REQUIREMENTS 32 EXISTING WALL FINISH - SEE FINISH SCHEDULE. 3-133 NEW WALL FINISH - SEE FINISH SCHEDULE. PARTIAL IAL FRAMING PLAN 34 BACKER ROD AND SEALAN0T 40 13 Asa '145 �■���� OPETAIL SCALE: I I/2" = I'-O" Z 0 SCALE; 3/16" = 1'-0" 35 EXISTING COOLER/FREEZER MODULE aX. .�- .~' (2) 05 REINF. BARS CONTINUOUS SINGLE PLY ROOFING MEMBRANE I/2" 0 EXPANSION ANCHOR AT 24" O.C. ' Pri I/2 EXT. GRADE INSULATION BOARD TAPPERED 38 TWO PIECE ALUM. FLASHING SET IN ADHESIVE 10.-0" F.F.E._ - 46 TOP OF PLYWOOD SHEATHING DRILL AND DOWEL AND EPDXY CU 05 X 1'-0" BAR 6" INTO EXISTING l ;: CH EN 15 MASONRY WALLl - _ - CONTINUOUS 2x WOOD BLOCKING EXISTING SLAB AT 24" O.0 a, '(� , ALUMINUM DRIP FLASHING v-0" FF.E. �--XL����_-M"-�-�_-"--���-" � - h �., x' � ' �� ALUMINUM DRIP FLASHING WITH HEMMED �, LEADING EDGE SET IN ADHESIVE FINISH OVER TYVEK BUILDING WRAP OVER EXISTING 41 NEW 2" EIFS FIN VE LD ` "' ' f nX r BOTTOM OF WALL SYSTEM E.IF.S. BAND - 38 42 NEW CONCRETE SLAB -SEE ARCHITECTURAL SITE PLAN 23 1 2 x 8 WOOD JOISTS 2x8 WOOD RIM JOIST AT 24" O.G. 43 A34 SIMPSON STRONG -TIE CONNECTS o 4'-0" O.0 VERTICALLY 5 - 1/24, EXPANSION ANCHOR AT 24" O.G. MAX. 44 040 MIL ALUM SILL SLOPE TO DRAIN - - r'rPn 2X4 P.T PLATE 45 TAPERED RIGID INSULATION 2"MIN. At LOWEST POINT , 2" EIFS FINISH OVER "TYVEK° 46 2X8 WOOD JOISTS g 24" O.C. 41 BUILDING WRAP NEW (2) 4" x 3 1/2" x 1/4" STEEL ANGLE WITH 3/8" tHRU BOLTS AT 16" O.G. 4� HOLD EIFS UP FROM EXISTING CURS /WALK I/2" -PROVIDE ---; (1) "5 BAR CONTINUOUS BACKER ROD AND SEALANT NEW 8" CMU WALL SYSTEM �b 48 PATCH AND REPAIR RETURN AS REQUIRED GENERAL NOTES 2 �� 35 I I 33 NOTE. SINGLE PLY ROOFING TO BE APPLIED IN STRICT ACCORDANCE 3 WITH MANUFACTURES REQUIREMENT I. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO 33 CONSTRUCTION AND NOTIFY ARCHITECT IMMEDIATELY OF ANY 0 0 0 0 o DISCREPANCIES FROM THE CONSTRUCTION DOCUMENTS b O DETAIL 2. PROPOSED PARAPET DESIGN HAS BEEN BASED ON ASSUMING SCALE. 1 1/2" = I'-0" L EXISTING ROOF STRUCTURE IS OF WOOD TRUSS CONSTRUCTION - _ _ _ 4 r 4 CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES AFTER ' ALL DEMOLITION WORK IS COMPLETE AND EXISTING STRUCTURAL - - - - ELEMENTS ARE EXPOSED 3. EXISTING ROOF MATERIAL TO BE VERIFIED BY GENERAL `.; �; �� f z I; ALUMINUM COPING SELF_SEALING, SET IN ADHESIVE � � - - CONTRACTOR -EXISTING ROOFING AND PROPOSED ROOFING SHALL BE COMPATIBLE IN ORDER TO REPAIR AND EXTEND PER SCOPE OF t` SCREW EXISTING' MASONRY AT 16" SCREW At 16 _ T - "". I; O.G. (TYPJ TO BE REMOVED ' AS IRE - 41 _ SEALANT L -1 _ EXISTING BLOCK � WALL TO REMAIN p /�� KE 12 21 39 q 1" EIFS EXISTING BLOCK WALL -- -- L� I-L1"u� CONTINUOUS TWO SEALANT TO REMAIN PIECE ALUMINUM O'-O" Fr-P. - FLASHING SET IN I" EIFS r TOP SLAB , ADHESIVE BAND INTERIOR INTERIOR L - - EXISTING COOLER / ' FREEZER MODULE 6u 6u j ------------- ---- 25 EXISTING ------------ 36 all CMU NEW (2) 4" x 3 1/2" x i SEE FLOOR PLAN '' as �s< ;a.: 4 �. 1'-4" 1/4 STEEL ANGLE WITH 3/6" THRU BOLT ANCHOR At 16" " „t .P . ` ' 20. --- EXISITNG BLOCK WALL a�-- NOTE:TO BE REMOVED EIFS PRODUCT TO BE APPLIED IN n - STRICT ACCORDANCE WITH MANUFACTURES REQUIREMENTS O WALL SECTION DETAIL �b DETAIL O NEW MASONRY OPENINC36 SCALE: 3/4" = I' -Oil SCALE: 1 1/2" 1 - 0 " 1 - 1-0" " _ 1'-0" REVISIONS BY J r :J L = � 3 ti z W a � a LL'Ilk ?g17 s` O C O v O -v 'L ? O N ^ (/ I m O M v Ofc0 -C x L Q �` W c -C a 0 v fV L. O_ �L O C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet A5b II:AProlects\Projects 2015\15050 - Arby's Gall BlvdVO4-CDV01-CD.AV04-ArchitecturaM5ab-WSECdwg, 6/10/2015 12:08:37 PM, dcosta. _AutoCAD PDF (High Quality Print).pc3 I OIINTERIOR ELEVATION SCALE: 3/6" = 1'-0" KEYED ED NOTES Ol EXISTING EXTERIOR WINDOW SYSTEM O2 EXTERIOR STOREFRONT DOOR/WINDOW SYSTEM SEE DOOR/WINDOW SCHEDULES O3 DRIVE-THRU WINDOW SYSTEM- SEE SHEET ONEW SERVICE COUNTER -SEE DETAIL B/IDIa OI" STAINLESS STEEL DIVIDER STRIP SUPPLIED AND INSTALLED BY G.0 ODECORATIVE CEILING BOXES TO BE INSTALLED 6" BELOW FIN15HE CEILING. CENTERED OVER TABLES/BOOTHS OEQUIPMENT/CASEWORK BY OTHERS OEXISTING FRP- SEE FINISH NOTES O0 LIGHT FIXTURE- SEE ELECTRICAL DRAWINGS 10 CHAIR RAIL IN GENERAL DINING AREA TO BE DIRECTLY UNDERNEATH WINDOW SILL 11 ILLUMINATED WALL MOUNTED ARBY'S "A" 12 TRANSFORMER FOR BELL 13 BELL 14 DEDICATED DUPLEX FOR COMP. 15 SOUNDS SYSTEM 16 (2) 14/42 MUSIC SHELVES AND BRAKETS 17 14/48 X 3/4" P. LAM. SELF W/3 HEAVY DUTY BRACKETS BTM. MOUNTED 60" AFF. IS J BOX W1 PULL CORD d (2) RJ45 OUTLETS e42" AFF 10 (2) RJII PHONE JACKS VOICE LINE d FAX LINE 20 (2) DESK TOP AND BACK SPLASH BY GEN III (NIC.) 21 P05 BOX W /PULL CORD d RJ45 ETHERNET 22 8"X12" KEY CAB BY OWNER 23 I1"X5" FIRST AID BY OWNER Rl'1 "103 d 106 1@1 INTERIOR ELEVATION I SCALE: 3/8" = I'-0" RM 0101 d 103 GENERAL NOTES 1. WALL COVERING CUSTOM DESIGNED BY VENDORS FOR EACH STORE. REFER TO NATIONAL ACCOUNTS INFORMATION. 2. XXXX SEE SHEET IDi FOR FINISH SCHEDULES. 3. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS. 4. COORDINATE FINAL LOCATION OF ALL EQUIPMENT AND SIGNAGE WITH EQUIPMENT SUPPLIER AND SIGNAGE VENDOR 5. CONTRACTOR TO VERIFY ALL INTERIOR FINISH SELECTIONS WITH OWNER AND CULVER'S CONSTRUCTION MANAGER BEFORE ORDERING. 6, CONTRACTOR TO USE PROTOTYPE FOOD SERVICE DRAWINGS AS A REFERENCE. -1. TILED WALLS TO RECEIVE BRUSHED ALUMINUM SCHLUTER CORNER GUARD ON ALL OUTSIDES CORNERS. SEE TRIM SCHEDULE SHEET ID2. O INTERIOR ELEVATION 1 i GINTERIOR ELEVATION O INTERIOR ELEVATION SCALE: 3/8" = I'-0" W "102SCALE: 3/S" = I'-0" RM "106 SCALE: 3/8" = I'-0" RM 0102 REVISIONS BY �i u r—, = MU = E x u Li J o M •�—� 0. i O w N C O 0 o -v O 'L C: > O N � N m w (� m co: Cp O C X Q (O W -a d a C p IV L O Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: INITIALS Job: 15-50 Sheet A6a 1 OIINTERIOR ELEVATION SCALE: 3/5" = 1'-0" KEYED NOTES OI EXISTING EXTERIOR WINDOW SYSTEM OEXTERIOR STOREFRONT DOOR/WINDOW SYSTEM SEE DOORAWINDOW SCHEDULES ODRIVE-THRU WINDOW SYSTEM- SEE SHEET ONEW SERVICE COUNTER -SEE DETAIL B/IDIa OI" STAINLESS STEEL DIVIDER STRIP SUPPLIED AND INSTALLED BY G.0 ODECORATIVE CEILING BOXES TO BE INSTALLED 6" BELOW FINISHE CEILING. CENTERED OVER TA5LES/500TH5 OEQUIPMENT/CASEWORK BY OTHERS OEXISTING FRP- SEE FINISH NOTES OLIGHT FIXTURE- SEE ELECTRICAL DRAWINGS 10 CHAIR RAIL IN GENERAL DINING AREA TO BE DIRECTLY UNDERNEATH WINDOW SILL 11 ILLUMINATED WALL MOUNTED AR5Y'5 "Ail 12 TRANSFORMER FOR BELL 13 BELL 14 DEDICATED DUPLEX FOR COMP. 15 SOUNDS SYSTEM 16 (2) 14/42 MUSIC SHELVES AND BRAKETS 17 14/48 X 3/4" P. LAM. SELF W/3 HEAVY DUTY BRACKETS BTM. MOUNTED 60" AFF. IS J BOX W/ PULL CORD t (2) RJ45 OUTLETS v42" AFF 19 (2) RJII PHONE JACKS VOICE LINE t FAX LINE 20 (2) DESK TOP AND BACK SPLASH BY GEN III (NIC.) 21 POS BOX W /PULL CORD t RJ45 ETHERNET 22 6"X12" KEY CAB BY OWNER 23 11"X8" FIR5T AID BY OWNER RM 0103 t 106 24 DRIVE THRU TIMER MONITOR 25 LOCATE DRIVE THRU TIMER MONITOR HERE IS HEATED 26 JUNCTION BOX a CONDUIT W/ PULL CORD FOR DATA BTM AT V-0" 2D QUIK5ERV MODEL CH-25 28 JUNCTION BOX W/ PULL STRING (3112" X 36" AUTO OPENER Q3/4" CONDUIT FOR DRIVE THRU SYSTEM 31 3/4" CONDUIT FOR DATA AND POWER OR DRIVE THRU TIMER 32 QUAD FOR DRIVE THRU TIMER MONITOR 33 DEDICATED QUAD OUTLET TOP 8'-g" 34 QUIK5ERV DRIVE THRU WINDOW 35 5TAINLE55 STEEL WINDOW SILL 36 STAINLESS STEEL COUNTER BY "K.E.S" 3'i OUTLET AND PHONE 38 JUNCTION BOX FOR P05 W/ PULL (2) RJ45 REF TO ELECTRICAL DRAWINGS IG)l INTERIOR ELEVATION SCALE: 3/5" - 1'-0" RM 0101 4 103 _ II MWFASr6+h IIBMW�I i nn1 rnnriririnl inn- -- I I I IJ II� I11 III I I I -1-----_JL_--__----1� lllll ��� IIII ��\ IIIII �� II III � IIII �� Ihlq III,Iy� II II �y1 < II II,yy��� II II ��yy,1,111 1111K I I I I "'fI I Iglll- IIIIL GENERAL NOTES I. WALL COVERING CUSTOM DESIGNED BY VENDORS FOR EACH STORE. REFER TO NATIONAL ACCOUNTS INFORMATION. 2. XXXX SEE SHEET ID1 FOR FINISH SCHEDULES. 3. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS. 4. COORDINATE FINAL LOCATION OF ALL EQUIPMENT AND 51GNAGE WITH EQUIPMENT SUPPLIER AND SIGNAGE VENDOR 5. CONTRACTOR TO VERIFY ALL INTERIOR FINISH SELECTIONS WITH OWNER AND CULVER'5 CONSTRUCTION MANAGER BEFORE ORDERING. rc. CONTRACTOR TO USE PROTOTYPE FOOD SERVICE DRAWINGS AS A REFERENCE. -1. TILED WALLS TO RECEIVE BRUSHED ALUMINUM SCHLUTER CORNER GUARD ON ALL OUTSIDES CORNERS. SEE TRIM SCHEDULE SHEET ID2. O INTERIOR ELEVATION O INTERIOR ELEVATION " Fill 3/8" = I'-0*l06 SCALE: 3/8" = I'-0" RM 0102 REVISIONS BY u N cJ I� U N ; ./ h�y O .—• C) U � N r <, LL. J U U 9 � 0 i O C O v O > O N m w O v N � -C x Q cD L W -C a p N L O C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: INITIALS Job: 15-50 Sheet A6b ___ � _ � � 11_ I 1__ � ■ __ I �I I 'll I I t "` DOORTYPES DOOR SCHEDULE EXISTING STRUCTURE ABOVE= `= NO. TYPE POOR FRAME HARDWARE REMARKS NO. 20 GA. STEEL CHANNEL I w � � k 2" EIFS OVER "TYVEK" FASTEN TO STRUCTURE PATCH AND REPAIR x BUILDING WRAP OVER 1/2" SIZE MATERIAL FIN. F.R. MAT. FIN. TYPE ABOVE WALL FINISH 70 ALIGN EXTERIOR GRADE WITH EXISTING PLYWOOD SHEATHING AT ® A PR 3'-0" x 1'-0" AL/GL AN AL AN A I F06554.1 STRUCTURAL BEAM 3 5/8" 25 GA. © B " 3'-0x 1'-0" AL/GL AN AL AN 5 1 FLh6554.1 © G 3 -0" x 6 -8a x 13/4�� S.C. Wool) LAM W.M. PNT C 2 GALV. STEEL STUDS AT 6'-0° INTERIOR �' f� / �� 0 D 3'-0,. x 6'-8" x 1 3/4' S.C. WOOD W.M. PNT C 3 OD O.G. 1 EXTERIOR LP. REPLACE EXISTING W.M. FNT H.M. PNT 5 4 FLh4231.R1 E 1/2" G.W.B. CONTINUOUS SEALANT AS REQUIRED FINISH HARDWARESC�IEDULE SLAB A B C D HARDWARE SET 01 FIRE BLOCKING AS PER FMCC 111 STOREFRONT DOOR (TRANSOM) SYSTEM BY SOLID CORE THIS HARDWARE GROUP TO BE PROVIDED AS PART OF THE ALUMINUM ENTRANCE "YKK" OR EQUAL - SEE WOOD DOOR WITH PACKAGE AND SHALL BE MANUFACTURER'S BEST QUALITY SYSTEM. R-IS BATT INSULATION WINDOW SCHEDULE SINGLE PANE 1/4" 1, TEMPERED LITE HINGES: ROTON CONTINUOUS HINGES WITH HEAVY DUTY HARDWARE x LOCK: TOUCHBAR EXIT DEVICE (VON DUPRIN SERIES S8 OR APPROVED EQUAL) ( BOLTS: MANUFACTURER'S STANDARD FLUSH BOLTS CLOSERS: LGN 4000 SERIES WITH HEAVY DUTY HARDWARE THRESHOLD: ALUMINUM - MEETS ADA REQUIREMENTS SWEEP: MANUFACTURER'S STANDARD SWEEP WEATHERSTRIPING: MANUFACTURER'S PREMIUM PACKAGE WALL STOPS LAY -IN ACOUSTICAL OR GYPSUM BOARD EXTERIOR STOREFRONT DOOR BEAD DETAIL DOOR FRAMES CEILING. I-IaRuWARE SET n 1/2" x 46" WIDE G.W.B. APPLIED SCALE: 3" m I'-0" (I) 1 1/2 PAIR IVES HINGES 5551 4 1/2"x4 l/2" 625 HORIZONTALLY OR VERTICALLY, (1) LCN DOOR CLOSER 4041-W. (1) SCHLAGE PRIVACY LOCK SETIND40S-RHO-626 CORNER JOINTS OVER STUDS, (2) IVES KICK PLATES 8400-32D 8"x34" STAGGER 16" O.G. OPPOSITE SIDES. SILENCERS PER DOOR (3) SILENCERS ATTACH TO STUDS AND RUNNERS (1) SIGN -MEWS / WOMEN'S WITH I" LONG TYPE "S" SCREWS AT THE JOINTS t RUNNER CHANNELS I I 1/2" TO 3/4" FROM EDGES OF G.W.B. HARDWARE SET 4n SCREWS SHALL BE SPACED 8" O.C. ALONG EDGES OF BOARD AND 12" 6 6 4 (1) 1 I/2 PAIR IVES HINGES 5551 4 I/2"x4 I/2" 625 O.G. IN THE FIELD, COVER JOINTS STOREFRONT -A7 (ll LGN DOOR CLOSER 4041-RW/PA-AL WITH TAPE AND JOINT COMPOUND PER GA - WP - 1200. INCREASE DOOR SYSTEM BY YKK ll) SCHLAGE PRIVACY LOCK SET ND40S-RHO-626 (2) IVES KICK PLATES 8400-32D 8"x34" METAL STUD THICKNESS AS l3) SILENCERS PER DOOR REQUIRED FOR PLUMBING AND ELECTRICAL. INTERIOR 3 3 4 HARDWARE SET 04 FIRE BLOCKING AS PER MC 11i EXTERIOR Al 3 5/8" OR rc" (SEE FLOOR PLAN) NEW HARDWARE TO MATCH EXISTING GALV. STEEL STUDS AT 16" O.C, 20 GA.STUDS AT WALL MOUNTED EQUIPMENT EXISTING CONCRETE X i R-11 BLANKET INSULATION AT SLAB o TOP OF WALK AT ENTRY SOUND PROOF PARTITIONS ONLY. c 25 GA. GALV. STEEL CHANNEL \ 2 A 2 B 2 C FASTEN TO SLAB AT 24" O.C. I j FLOOR SLAB P TYP. NON -RATED PARTITION STOivEFRONT DOOR SYSTEM THRESHOLD DETAIL(I SCALE: 3" = V-0" l �I�/y''Q� WINDOW `r /� `,/�/y�'Q �"1�'� Y IATIONS SCALE: 1 1/2" - I'-0" AL ALUMINUM MTL METAL 2" EIFS OVER "TYVEK" AN ANODIZED FINISH PNT PAINT BUILDING WRAP OVER FAG FACTORY FINISH 545 STAINED t SEALED EXTERIOR EXISTING 8" GMU FBGL FIBERGLASS SGWD SOLID GORE WOOD GL GLASS STL STAINLESS STEEL HGWD HOLLOW GORE WOOD WD WOOD CONTINUOUS SEALANT _ HM HOLLOW METAL WVC WOOD VINYL CLAD AS REQUIRED ►n MDF MEDIUM DENSITY FIBERBOARD PLAM PLASTIC LAMINATE STOREFRONT DOOR J6.— �_ SYSTEM BY "YKK" m=f.i INTERIOR EXTERIOR JW AZ n El I E�O i QUIKSERV MODEL SC-4030-IF STOREFRONT DOOR EXISTING SYSTEM BY "YKK" STRUCTURE CONTINUOUS SEALANT AS REQUIRED 1/2" G.W.B. INTERIOR 0 F.xTERI116 TORErpRONT DOOR TRANSOM DETAIL O EXTERIOR STOREFRONT DOOR - JAM5 DETAIL WINDOW SCHEDULE GENERAL DOOR NOTES TYPE SIZE MANUF / DESIGNATION FLORIDA PRODUCT APPROVAL NUMBER REMARKS - 1- ALL DOORS/DOOR OPENINGS SHALL COMPLY WITH INTERNATIONAL FIRE PREVENTION CODE LATEST EDITION / NFPA 101 LIFE SAFETY CODE -1.2.12 WIDTH -12.1.4 SWING AND NEW DRIVE-THRU FORCE TO OPEN .IB LOCKS AND LATCHES AND ALARM DEVICES �2.1(o SPECIAL '12 '1215 A O 4 '-0" x 3'-5" READY ACCESS OR QUICKSERV FL12643.I-R2 IMPACT RATED MODEL WINDOW SYSTEM QUICKSERV LOCKING ARRANGEMENTS 12.1.1 PANIC HARDWARE AND FIRE EXIT DEVICES SELF CLOSING DEVICES 5/S" GYPSUM WALLBOARD 2. ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING A.D.A. REQUIREMENTS. DOOR METAL STUDS AT 16" O.C. 3. ALL DOORS WITH AUTO CLOSERS SHALL HAVE BALL BEARING TYPE HINGES SEALANT 4- ALL EXTERIOR DOORS SHALL HAVE 32D FINISH HINGES. NEW STAINLESS STEEL SILL — 5. ALL EXTERIOR DOORS SHALL HAVE WEATHER STRIPING. NEW ALUMINUM FLASHING j F_ —1, 6. DOOR CLOSER SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD OF THE TO MATCH WINDOW LOPE � -, CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF -10', THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (76MM) FROM THE INTERIOR �� �i \� LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR THE MAXIMUM FORGE FOR PUSHING OR PULLING OPEN AN EXTERIOR DOOR SHALL � NOTES WINDOW NOT EXCEED 8.5LBF C3lSN). r SEALANT EXISTING WALL FINISH 8. SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT PRIOR TO PLACING JAMB ANCHOR L J ORDER (4 COPIES) 2X WOOD BUCK 1. REFER TO MAUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. S. CONTRACTOR TO FIELD VERIFY ALL OPENING SIZES BEFORE ORDERING " EXISTING EXTERIOR WALL EXTERIOR s z, SYSTEM SEALANT 2. ALL EXTERIOR STOREFRONT WINDOW SYSTEMS ARE TO BE IMPACT RATED INSULATED GLAZING WITH SOLAR GRAY 10. PROVIDE WALL OR FLOOR DOOR STOP AT ALL DOORS TYPICAL ¢ TINT. i HOLLOW METAL 11. ALL STOREFRONT DOORS AND FRAMES TO BE ALUMINUM "ARBY'S SAFETY RED -SEE DOOR FRAME 3. ALL EXTERIOR STOREFRONT WINDOW SYSTEMS TO BE ALUMINUM "ARBY'S RED -SEE ARBY'5 REP. ARBY'S REP. T 2" EIFS OVER "TYVEK" BUILDING WRAP OVER w 4. PRIOR TO INSTALLATION, SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL 12. ALL EXTERIOR STOREFRONT DOORS ARE TO BE IMPACT RATED I" INSULATED EXISTING B" GMU i GLAZING WITH SOLAR GRAY TINT. - FL. PRODUCT APPROVAL FL 16554.1 5. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION 13. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. O EXTERIOR DRIVE-THRU WINDOW SILL DETAIL O INT�RI0R DOOR - HEAD / JAMB DETAIL REVISIONS BY i ~�Z7, CJ rJ ti U — — V X M ,� = v=a- _ ./ o _ c ti 3 ti 1 v � M W ra� Q 0 L Z s r O C 0 _Cn D O •� > O ^ .0 N m (p N -C w Q 4 L. s D N D N L O N C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet A7 H:\Projects\Projects 2015\15050 - Arby's Gall Blvd\04-CD\01-CD.A\04-Architectural\A07-DOOR-WIN SCHEDULEAd g. 6/10/2015 12:08:56 Pbi. dcosta, _AutoCAD PDF (High Quality Print).pO LAM 2 I B -E3 24x21" LAM 2 _ B 45"x3O" 24"x3(O" I LAM 2 x to LAM 2 - �-� LAM 2 24"x3O" I I BI - II I 0 LAM 2x LAM 2 I 'n Tr 24"x3O" DINING 45"x3m" 103 LAM 2 to x L LAM 2 i 45 "x30" LAM 2 24"x3O" LAM 2 'i O O O J LAM 2 0 x to �t Trim Package Furnished By: Installed By: Item: Description S mbol GC D6cor GC D6cor Schluter Siip (Outside Corner Transition): Schluter - Quadec, Q 125 AE Finish: Satin Anodized Aluminum Contact: Jason Weeks, Specialty Tile X X Phone: 678-687-7802 Price: $13.26 per 8' Length Accent Oak Trim: TI 3/4' x 2" Oak Accent Trim, Lineal Feet Finish: Stained to match Pionite W WO11 "Kingsley' X X Oak Chair Rail: T2 3/4' x 3" Notched, Oak Chair Rail, Lineal Feet Finish: Stained to match Pionite W W011 "Kingsley' X X Top Cap 1: T3 1" x 9", Oak W allcop, Lineal Feet X X Finish: Stained to match Pionite W WO11 "Kingsley" Shoe Mould: T4 3/8" x 1/2" Oak Shoe Moulding, Lineal Feet X X Finish: Stained to match Pionite WWO11 "Kingsley'' OITRIM SCHEDULE SCALE: N.T.S LAM 2 x x_ LAM-2 IN 12-1up 0, 14" RADIUS TI 3/4" X 2" OAK ACCENT TRIM SQUA CORI` SQUARE CORNER 3/8"x 31 DADO cn T3 I" X 9" OAK WALLCAP 1/4" RADIHa c \- 1/4" RADIUS T2 �3/4" X 3" OAK CHAIR RAIL - ❑ ❑ ❑ ❑ ❑ _ r- - _= r--J �--� -- �--� - III ----- IIIIIII --iII - -- --- �---� LL_J �LUJ�L� IC_ICC 1 ❑ c�--�--�--�---T �-----�--�-- - - �III - �--�II cIII TOILET F TH-4--------L -'--L--1 L �I DRY 1 STORAGE `--��- I0 ]Oro 11-�3 II��\ IL JI �� - ❑I y�III ❑ L----,�JI� ■rIIII ■I �il)IlIli \ v III _T-JIIIr-- - III B ��a. II A� l PIQEP � y - KITC 4EN -1 All - , 112 LOBBY t ill COOLER FREEZER 102 SERVICE B _ Irr I0l / 3 I I L- - - - -- -- --_ - - - L---- - -- - r L----- --- ------ 61 0 i11 rr-❑ I \ I LAM 2 z LAM 21 I LL_❑ -- -- N oil / I II LAM LAM 2 LAM 2 DRY I /v <1 // ' Z \l rx ll Ill STORAGE - - - - r, }} G may/ Im9 4 -- —I ENTRY CPl I 101 105 SOLID SURFACE (SUPPLIED BY KES) SOLID SURFACE TOP j N 2 LAYERS 3/4" PLYWOOD 2" SOLID SUWACE 1/2" I APRON �dll SOLID SUII SUPPLIED BY KES TO BE CC "ARCTIC ICE" BLOCKING AS REQUIRED BY TILE ITEM OWS OISECTION SERVICE COUNTER SCALE: P = 1'-0" UPH 4 UFHOLFEF, ' SCHEDULE ITEM DESCRIPTION HATCH: UPHI ARC-COM RODEO, AC-69988, "ONYX 049" UPH2 MOMENTUM SCAN, "SPOTLIGHT" (RAILROADED) UPH3 ARC-COM RODEO, AC-69984, "RHINO *45" UP44 ARC-COM RODEO, AC-69953, "FIRE *14" UPH5 ARC- GOM RODEO, AC-69954, "RJEY *15" UPH& ARC-COM RODEO, AC-69952, "LIPSTICK *13" UPI-+ 1 5E,4T f NCB $ T,45L E TAELE TOP S YLES TOP QTY. SEAT QTY. S NGYLES 0 0 2 TOPS 7 14 3 TOPS 0 0 4 TOPS 12 48 6 TOPS 0 0 ICl TOPS 0 0 TOTAL5: 19 62 *SETTEE TO BE BUILT IN 3 _cECTIONS AS SHOWN SETTEE FROST ELEVATION - A UPH 6 UPH 4 AISLE SIDE UPH 5 UPH 3 O FINISH FLOOR PLAN O 500TH SEATING SCALE: 3/16" = I' -OH SCALE: 1/2" = 1'-0 1 1 UPH 4 UPH 6 UPH 5 WINDOW SIDE BOOTH FRONT ELEVATION - B KEYED NOTES lO NEW FLOOR TILE 1=1" SEE FINISH SCHEDULE ONEW FLOOR TILE "F2" SEE FINISH SCHEDULE OEXISTING FLOOR TILE -PATCH AND REPAIR TO MATCH EXISTING ONEW FLOOR TILE IN THIS AREA TO MATCH EXISTING UPH 1 UPH 2 CRUMB CATCH TO BE FORMICA �5884-58 "CHESTNUT WOODLINE" i SIDE ELEVATION JMB CATCH TO BE FORMICA 34-58 "CHESTNUT WOODLINE" 51DE ELEVATION - B REVISIONS BY �i -r T �J E ./ V • U o c to m • LO I Q Q 0 o co 3 ►--� o s ti . � v ti a. i y j N M I �W COL) �ZZ U 4 0 F r'y�AG,�x O O 14 F � rn O sv l LL.! I g.� O s` O C O O �L > O �/� N V I m _o m cC) O � L X CD L LJ a p IV L O_ �L O t C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: JDR Job: 15-50 Sheet I D 1 a H:\Projects\Projects 2015\15050 - Arby's Gall Blvd\04-CD\01-CD.A\04-Architectural\lDla-FINISH FLPL.dwg, 6/10/2015 12:09:07 PM, dcosta,-AutoCAD PDF (High Quality Print).pO Qty. Furnished By: Installed By: Dining Room Finishes: GC KES OWNER GC KES OWNER It is the General Contractor's responsibility to order using the complete specification. Wall Paint 1: FillColor: Sherwin Williams SW-7038 'Tony Taupe" X X Location: - Wall Paint 2: P3 Color: Sherwin Williams SW-6864 "Cherry Tomato" X X Location: W1 Pattern: Bamboo Platinum Color. G9061644 X X Contact: Diane Mangum 404�31-4926 Width: 52"/54" ' Wall Vinyl 3: W3 Vendor: Koroseal Pattern: Poseidon Z521-66 Color: Volta X X Contact: Width: 52"/54" Custom Accent Wall Vinyl: W4 Vendor: APA Graphics Pattern: Custom "Chalkboard Vintage Arby's" Color: Custom X X Contact: Chuck Bogle 404-355-1355 Width: 50" Custom Accent Wall Vinyl: W5 Vendor: APA Graphics Pattern: Custom "Food Highlights" Color: Custom X X Contact: Chuck Bogle 404-355-1355 Width: 52"/54" Wall Tile 1: W7 Vendor: Stonepeak Pattern: Simply Modern "Coffee" Size: 12x12 Price: $1.59 square foot X X Contact: Nicole Bickerstaff 931-210-7093 Grout: Custom Building Products #60 Charcoal Solid Wood Wall Boards: W8 Vendor: APA Graphics Pattern: Custom/Random Stain Size: 8'-0" x b" Planks X X Contact: Chuck Bogle 404-355-1355 Price: $1.27 per lineal foot , Wall Tile 3: W9 Vendor: Crossville Tile Pattern: Color By Numbers WT02 "Tea For Two" GLOSS �jZg, 4x8 Contact: Daniel Lopez 770-570-9050 X X Price: $3.22 square foot Grout: Custom Building Products #60 Charcoal Wall Tile 4: W10 Vendor: Crossville Tile Pattern: Color By Numbers WTI "Carbon-14" GLOSS Size: 4x8 Contact: Daniel Lopez 770-570-9050 X X Price: $2.87 square foot Grout: Custom Building Products #60 Charcoal Kitchen FRP: W12 Vendor: Panolam Color: White X X Contact: Deborah Emery 770-845-6673 Interior Doors: W14 Vendor: Formica Pattern: 5884-58 "Chestnut Woodline" Contact: Leslie Galifianakis 404-312-7633 X X Door Frame: Sherwin Williams SW-6083 "Sable" Gloss Rest Rooms: W15 Ceiling Paint: Sherwin Williams Pure White SW-7005 (if needed) X X Partitions: Formica 5884-58 "Chestnut Woodline" Floor Tile #1: Fl Vendor; Stonepeak Pattern: Cottage Color: Mountain Retreat Size: 6x24 X X Price: $2.95 per square foot Contact: Nicole Bickerstaff 931-210-7093 Grout: Custom Building Products #60 Charcoal Furnished By: Installed By: Dining Room Finishes: GC KES OWNER GC KES OWNER It is the General Contractor's responsibility to order using the complete specification. Floor Tile #2: F2 Vendor: Stonepeak Pattern: Simply Modern "Coffee" Size: 12x12 Price: $1.59 per square foot X X Contact: Nicole Bickerstaff 931-210-7093 Grout: Custom Building Products #60 Charcoal Service Counter Knee Wall: D1 Lobby Side: Crossville Tile Item #W9 supplied and installed by GC complete with Corian top Item #D3, supplied by Gen III X X Kitchen Side: FRP REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION Beverage/Condiment Station: D2 Station supplied and installed by Gen III. Laminate: Pionite WXl 10 Suede "Smooth Paddlin" X X Corian Top: Corian Arctic Ice LAMINATE GRAIN TO BE RUN HORIZONTALLY Service Counter Top: D3 Corian Top supplied and installed by Gen III Corian Tom Corian Arctic Ice X X Trash Cabinets: D5 Laminate: Pionite WXl 10 Suede "Smooth Paddlin" X X LAMINATE GRAIN TO BE RUN HORIZONTALLY Curved Queue Rail: D6 Laminate: Pionite WXl 10 Suede "Smooth Paddlin" Corian Top: Corian Arctic Ice X X LAMINATE GRAIN TO BE RUN HORIZONTALLY Corian Window Sills D8 Corian: Arctic Ice Size: 5" X X Note: Sills suppled by Gen III. Cut to fit and installed by GC Decor Package Furnished By: Installed By: Description Symbol GC Decor OWNER GC Decor OWNER Laminated Ceiling Boxes: Al Vendor: CMI Qty: Size: 48"w x 96"d Laminate: Pionite y/WOl1 Suede "Kingsley' X X Note: GC to relocate existing 24x24 fixtures so they do not interfere with decorative box. Boxes to be mounted by GC using all thread, leaving b" space between frame and ceiling REVISIONS BY F Y L7 [J T v ti 3 M w ay 4a' x _4 ^� Q cc �. b .L 0 s` O N C O O O � 'L � > o .p iA m C; O � t X � CO L � � a m v IV L. O m c Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet ID1 b H:\Prolects\Projects 2015\15050 -Arby's Gall Blvd\04-CD\01-CD.A\04-Architectural\IDIb-FINISH SCHEDULES.dwg, 6/10/2015 12:09:16 PM, dcosta. _AutoCAD PDF (High Quality Print).pO DIVISION I tI-ERNIPROTECtl� MOISTURE MOISTUfi DIVISION I TI-ERMC� DIVISION I GENERAL NOTES DIVISION 3 CONCRETE CONT. PROAND TECT SECTION 01530 SINGLE PLY THER1" IOPLASTIC MEMBRANE ROOFING �R6,L NOTES 1.01 CONTRACTOR RESPONSIBILITIES 1.03 FORM COATINGS SECTION 01210 BUILDING INSULATION PART I GENERAL. A REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION. A PROVIDE COMMERCIAL FORMULATION FORM -COATING COMPOUNDS WITH A MAXIMUM VOC OF 350 MG/L THAT 1.01 GENERAL B. DETERMINE AND VERIFY: WILL NOT BOND WITH, STAIN, OR ADVERSELY AFFECT CONCRETE SURFACES AND WILL NOT IMPAIR SUBSEQUENT PART I GENERAL A. OBTAIN PRIMARY FLEXIBLE SHEET ROOFING FROM A SINGLE MANUFACTURER PROVIDE SECONDARY A ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE CODE "STANDARD BUILDING I. FIELD MEASUREMENTS. TREATMENTS OF CONCRETE SURFACES. MATERIALS AS RECOMMENDED BY MANUFACTURER OF PRIMARY MATERIALS. p0 NOT BEGIN ROOFING CODE," "STANDARD PLUMBING CODE," "STANDARD MECHANICAL CODE," 'NATIONAL ELECTRICAL CODE," AND ALL 2. FIELD CONSTRUCTION CRITERIA. ID4 GRANULAR BASE 1.01 GENERAL INSTALLATION UNTIL SUBSTRATES HAVE BEEN INSPECTED AND ARE DETERMINED TO BE IN SATISFACTORY OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING 3. CATALOG NUMBERS5 AND SIMILAR DATA A BASE IS TO BE EVENLY GRADED MIXTURE OF FINE AND COURSE AGGREGATES TO PROVIDE, WHEN COMPACTED A COAT INSULATION EXPOSED TO VIEW IN FINISH UIORK WITH CEMENTITIOUS COATING. INSTALL GOATINCi STRICTLY CONDITION. LOCAL JURISDICTION. 4. CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS. A SMOOTH AND EVEN SURFACE BELOW SLABS ON GRADE. IN ACCORDANCE WITH COATING MANUFACTURER'S INS7RUCTICNN. APPLY COATING APPROXIMATELY .3/16° B. PROVIDE ROOFING MATERIALS RECOGNIZED TO BE A TYPE INDICATED AND TESTED TO SHOW C. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. THICK TEXTURE SURFACE WITH A PAINT ROLLER I COMPLIANCE WITH PERFORMANCE IN APPLICATION, OR PROVIDE OTHER SIMILAR MATERIALS B. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF 'TFPA 101 LIFE SAFETY CODE." DO NOT SUBMIT NON -CONFORMING PRODUCTS. ID5 VAPOR BARRIER CERTIFIED IN WRITING BY MANUFACTURER TO BE EQUAL TO OR BETTER THAN MATERIALS SPECIFIED D NOTIFY THE ARCHITECT IN WRITING, AT THE TIME OF SUBMISSION, OF ANY DEVIATIONS IN THE SUBMITTALS BARRIER TO BE 6 MIL, POLYETHYLENE, WITH WATER VAPOR TRANSMISSION RATE OF 050 GRAINS/SQUAB ID2 GENERAL BUILDING INSULATION "R". IN EVERY RESPECT. PROVIDE PRODUCTS THAT ARE RECOMMENDED BY MANUFACTURERS TO BE FULLY C. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT EDITION OF THE FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OF ANY DISCREPANCIES WITHIN THEA. CONTRACT FOOT/HOUR WHEN TESTED IN ACCORDANCE WITH A5TM E %, METHOD B. PROVIDE MANUFACTURER'S A. RIGID BOARD INSULATION 70 BE I" CELOTEX -TUFF COMPATIBLE WITH INDICATED SUBSTRATES, OR PROVIDE SEPARATE MATERIALS AS REQUIRED TO "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT A201. DOCUMENTS. RECOMMENDED MASTICS AND GUSSET TAPE. B. BLANKET INSULATION TO BE UNPAGED, MINERAL FIBER WITH THERMOSETTING RESINS, TYPE 1. MINERf�I. FIBER ELIMINATE CONTACT BETWEEN INCOMPATIBLE MATERIALS. E. BEGIN NO FABRICATION OR WOW WHICH REQUIRES SUBMITTALS UNTIL RETURN OF SUBMITTALS WITH B. FOLLOWING LEVELING AND TAMPING OF GRANULAR BASE FOR SLABS ON GRADE, PLACE VAPOR BARRIER SHALL BE MANUFACTURED FROM GLASS. C. ROOFING MEMBRANE USED SHALL BE A MINIMUM OF 45 MILS (ACTUAL) WITH THE EXPOSED COLOR D. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF ANY MATERIALS, ARCHITECT'S CONFORMANCE REVIEW. SHEETING WITH LONGEST DIMENSION PARALLEL WITH DIRECTION OF POUR LAP JOINTS 6 INCHES AND SEAL C. APPLY INSULATION UNITS COMPLYING WITH MANUFACTURER'S RECOMMENDATIONS. INSTALL BLANKE" BEING WHITE. EQUIPMENT, ONE DESIGN FEATURES WHICH HE BELIEVES TO BE INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, F. SUBMITTALS NOT PROPERLY REVIEWED BY CONTRACTOR FOR CONFORMANCE WITH CONTRACT DOCUMENTS INSULATION IN STUD WALLS. BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGE ID2 WARRANTY ORDINANCES, OR RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF SHALL BE RETURNED WITHOUT ARCHITECT'S REVIEW OR ACCEPTANCE. JOINTS, TO PROVIDE PERMANENT PLACEMENT. A SUBMIT EXECUTED COPY OF SINGLE PLY MEMBRANE MANUFACTURER'S "LIMITED SERVICE WARRANTY" ANY NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS. PART 2 REINFORCING MATERIALS AGREEMENT, INCLUDING FLASHING ENDORSEMENT, SIGNED BY AN AUTHORIZED REPRESENTATIVE OF IDS SUBMISSION REQUIREMENTS ID3 LOOSE INSULATION MANUFACTURER PROVIDE FORM THAT IS PUBLISHED WITH PRODUCT LITERATURE AS OF DATE OF CONTACT E. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE WORK OF THEIR TRADE, A MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE, AND IN SUCH SEQUENCE 2D1 REINFORCING MATERIALS A. SAME AS GENERAL BUILDING INSULATION. FILL CRACKS AND VOIDS AROUND FRAMES AND BLOCKING AND DOCUMENTS, FOR A PERIOD OF TEN YEARS AFTER DATE OF SUBSTANTIAL COMPLETION. TO ENSURE FIRST CLASS WORKMANSHIP. ANY WOW NOT EQUAL TO BEST TRADE STANDARDS SHALL BE REMOVED AS TO CAUSE NO DELAY IN THE WOW, OR IN THE WORK OF ANY OTHER CONTRACTOR A. REINFORCING BARS SHALL COMPLY WITH A$TM A 615, GRADE 40, DEFORMED WELDED WIRE FABRIC SHALL OTHER VOIDS IN EXTERIOR WALL AND VOIDS AROUND CANTS, CURBS, AND BLOCKING IN AND ABOJT THE PART 2 PRODUCTS AND REPLACED AT NO ADDITIONAL COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE B.NUMBER OF SUBMITTALS REQUIRED: WITH ASTM A 185, WELDED STEEL WIRE FABRIC. ROOF WITH LOOSE INSULATION. WEDGE IN PLACE CORNERS AND INTERSECTIONS BEFORE SHEETING 2.01 MANUFACTURER/PRODUCTS UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE THECOMPLY COST TO THE I. SHOP DRAWINGS: SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH THE CONTRACTOR REQUIRES, B. `SUPPORTS FOR REINFORCING, BOLSTERS, SHAIRS, SPACERS, AND OTHER DEVICES ARE TO COMPLY WITH OF EXTERIOR, COMPLETELY FILLING VOIDS. A MECHANICALLY FASTENED POLYMER MAMBRANE: APPROVED PRODUCTS: THERMOPLASTIC SUBCONTRACTOR PLUS THREE (3) COPIES WHICH WILL BE RETAINED BY THE ARCHITECT. MAXIMUM ACCEPTABLE CRSI SPECIFICATIONS. MEMBRANEt SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURERS OFFERING PRODUCTS F. 17 IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE E�CTICNN PROCEDURE AND SEQUENCE SIZE IS 24" x 36" FOR ANY ONE SHEET 2. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES, PLUS THREE (3) C. LY WITH CR51 RECOMMENDED PRACTICE FOR "PLACING REINFORCING BARS," FOR DETAILS AND METHODS CC lP 1.04 SOUND ATTENUATING INSULATION A SOUND INSULATION SHALL BE INSTALLED IN STUD WALLS AND CEILINGS WHERE INDICATED ON THAT MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING I. DURO-LAST ROOFING, SAGINAW, MICHIGAN, WO-246-0280 TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. WHICH WILL BE RETAINED BY THE ARCHITECT. OF REINFORCEMENT PLACEMENT AND SUPPORTS. REINFORCEMENT IS TO BE FREE OF RUST AND MILL SCALE THE DRAWINGS. FIT INSULATION TIGHTLY BETWEEN STUD MEMBERS. 2. FIRESTONE CARMRTH THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT 3. SAMPLES: SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION. IF NO NUMBER IS GIVEN, AND OTHER MATTER THAT WILL ADVERSELY AFFECT BOND WITH CONCRETE. D. INSTALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICAL. LAP ADJOINING PIECES AT LEAST ONE FULL 3. J.P.S. ELASTOMETRIC$ CORP., NORTHAMPTON, MASSAGHUSETTS, 413-533-8100 OMETRILY CO MPTO , MASS CAUSE MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE VERIFY CORRECT NUMBER WITH ARCHITECT PRIOR TO SUBMITTAL. MINIMUM OF TWO (2) SAMPLES. MESH AND LACE SPLICES WITH WIRE. OFFSET LAPS OF ADJOINING WIDTHS TO PREVENT CONTINUOUS LAPS ID5 TAPERED ROOF INSULATION PART 3 EXECUTION CONTRACTOR AFTER COMPLETION OF THE PROJECT. 4. PROVIDE SUBMITTALS AS REQUIRED BY THE INDIVIDUAL SECTION, BUT NO LESS THAN THAT IN EITHER DIRECTION. A PROVIDE AND INSTALL TAPERED ROOF INSULATION SYSTEM IN STRICT ACCORDANCE WITH MANUFA 7URER'S SDI INSTALLATTIONIO G. ALL PRODUCTS AND PARTS SHALL FIT TO GET14ER NEATLY, WITHOUT DAMAGE OR DISFIGUREMENT. EXCEPT FOR STATED ABOVE. C. SUBMITTALS SHALL CONTAIN: SPECIFICATIONS. MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED IN THE WOW INSTALL MEMBRANE BY UNROLLING OVER PREPARED SUBSTRATE, LAPPING ADJOINING SHEETS AS A RECOMMENDED BY MANUFACTURER, AND BONDING AND SEALING SEAMS. INSTALL MECHANICAL FASTNERS SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED 1. THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS. 2D2 CONCRETE A. PORTLAND CEMENT - ASTM C 150, TYPE I, AGGREGATE - ASTM C33 (3/4" MAX.). READY -MIX CONCRETE INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING I. CELOTEX CORPORATION, TAMPA, FL. (813) 813-4113 AS RECCMMMENDED BY MANUFACTURER INSTALL FLASHING AND COUNTER FLASHING AS SHOWN OR TRUE, IN LINE, AND PLUMB. ALL NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE 2. THE PROJECT TITLE AND NUMBER SHALL COMPLY WITH REQUIREMENTS OF ASTM C AND AS SPECIFIED. GC WITH ACI 304 "RECOMMENDED cJ4ENGAGE RECOMMENDED BY MANUFACTURER GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER 3. CONTRACT IDENTIFICATION. TIN CONCRETE" PRACTICE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE." REQUIRED SLUMP RANGE ID6 RELATED WORK AN EXPERIENCED INSTALLER TO APPLY SINGLE PLY MEMBRANE ROOFING WHO HAS SPECIALIZED 4. THE NAMES OF: 3" TO 5". B, IN APPLICATION OF ROOFING SYSTEMS SIMILAR TO THOSE REQUIRED FOR THIS PROJECT. INSTALLER MUST H. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. a. CONTRACTOR B. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE TESTS ON A. SPECIFIED ELSEWHERE, INCLUDES, BUT NOT LIMITED TO, FURNISHING AND INSTALLING SUCH ITEMS A5 ROOF MEMBRANE SYSTEM, NAILERS, MECHANICAL FASTENERS, FLASHING, ETC- BE ACCEPTABLE TO OR LICENSED BY THE MANUFACTURER, "PROOF WILL BE REQUIRED". b. SUBCONTRACTOR SITE. ALL TESTS SHALL BE PERFORMED AFTER THE ADDITION OF WATER TO THE MIX. WORK ASSOCIATED WITH THE SINGLE PLY MEMBRANE ROOFING, INCLUDING, BUT NOT LIMITED TO, FLASHING I. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. COMPLETE SETS OF c. SUPPLIER ONEI. CYLINDER STRENGTH TESTS - ASTM C39t E SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR PART 2 PRODUCTS C. AND COUNTER FLASHING, SCUPPERS AND DOWN SPOUTS, IS TO BE PERFORMED BY THE INSTALLER DOCUMENTS SHALL NOT BE BROKEN UP FOR Bip PURPOSES. SUCH ACTION MAY RESULT IN A LACK OF d. MANUFACTURER THEREOF. TEST ONE CYLINDER AT 1 DAYS AND TWO AT 28 DAYS. HOLD THE FINAL CYLINDER END OF SECTION 01530 INFORMATION IN REFERENCE TO THE SCOPE OF WORK TO BE PERFORMED. 5. IDENTIFICATION OF THE PRODUCT, WITH THEFRACTION SPECIFICATION SECTION NUMBER IN RESERVE. 2.01 MATERIAL DESCRIPTION SECTION 01900 JOINT SEALERS J. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD INSPECT THE PROJECT SITE 6. FIELD DIMENSIONS, CLEARLY IDENTIFIED AS SUCH, 1. RELATION TO ADJACENT OR CRITICAL FEATURES OF THE WORK OR MATERIALS. 2. SLUMP TESTS - ASTM C143. A AT CMU WALLS PART I GENERAL 1.01 GENERAL PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. THIS INSPECTIONS IS REQUIRED SO THAT THE 8, APPLICABLE STANDARDS SUCH AS, BUT NOT LIMITED TO ASTM OR FEDERAL SPECIFICATION NUMBERS. C. DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER THAN 24 INCHES AND IN A MANNER TO AVOID INCLINE CONSTRUCTION JOINTS. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT 1. INSTALL OWENS CORNING PINK FOAMULAR RIDGED FOAM INSULATION I" THICK - R-5 B. AT WALL CAVITIES A PROVIDE JOINT SEALERS, JOINT FILLERS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH CONTRACTOR SHALL BE TOTALLY FAMILIAR WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS DEFINED IN THESE CONSTRUCTION DOCUMENTS. 9. IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS. 10.IDENTIFICATION OF OPTIONS AVAILABLE, BUT NOT INDICATED IN THE SPECIFICATIONS, SUCH AS SUPPLEMENTED BY HAND SPADING, RIDDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR I. 4" WALLS: INSTALL OWENS CORNING KRAFT FACED R-11 INSULATION ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS COLOR, FINISH, TEXTURE, ETC. WITH COMPLETE SAMPLES OR LISTING INCLUDED IN THE SUBMITTAL FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACT 309. 2. 6" WALLS: INSTALL OWENS CORNING KRAFT FACED R-19 INSULATION DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. PROVIDE K UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL WORK (EQUIPMENT, ARCHITECT'S D. DEPOSIT AND CONSOLIDATE CONCRETE SLABS IN A CONTINUOUS OPERATION AND IN A MANNER SO THAT CONCRETE IS THOROUGHLY WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO C. AT CEILINGS 1. INSTALL OWENS CORNING KRAFT FACED R-19 OR R-30 INSULATION AS SPECIFIED IN DRAWINGS COLORS TO MATCH ADJACENT FINISH SURFACES. B. PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE WHICH ARE NONSTAINING, ARE COMPATIBLE WITH FROTHE MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A PERIOD OF ONE lll YEAR FROM THE DATE F TERM T II. INDICATION OF TERMS TO BE INCLUDED IN THE WORK AND SHOWN ON THE SHOP DRAWINGS SHALL BE CORNERS BRING SLAB SURFACES TO PROPER LEVEL WITH STRAIGHTEDGE AND STRIKE OFF. SLAB TO BE D. AT SOUND PARTITIONS JOINT SUBSTRATE, SEALANTS, PRIMERS, AND OTHER FILLERS, AND ARE APPROVED FOR APPLICATIONS OF SUBSTANTIAL COMPLETION, WITH ALL APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST DIMENSIONED AND COORDINATED FOR PROPER FIT AND TIMELY INCLUSION 12. IDENTIFICATION OF REVISIONS ON SUBMITTALS. FREE OF HUMPS AND HOLLOWS. MAINTAIN REINFORCING IN PROPER POSITION. PULL WELDING WIRE FABRIC 1. INSTALL OWENS CORNING QUIET ZONE NOISE CONTROL BATTS INDICATED BY SEALANT MANUFACTURER TO THE OWNER 13. AN 8" x 3" BLANK SPACE FOR CONTRACTOR AND ARCHITECT STAMPS. TO CENTER OF SLAB, FABRIC LOCATED AT BOTTOM OF CONCRETE SLABS WILL BE REJECTED. C. SEALANTS: SEALANTS SHALL BE AS FOLLOWS OR EQUAL: SONNEBORNE 5 NNALASTIC NPI L. IT SHALL BE THE RESPONSIBILITY OF THE G.C. AND/OR CONTRACTORS TO COMPLY WITH ALL THE 14.CONTRACTOR'S STAMPS, INITIALED OR SIGN, CERTIFYING THE REVIEW OF SUBMITTAL, VERIFICATION OF E• APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES WITH A POWER -DRIVEN TROWEL. CONSOLIDATE CONCRETE SURFACE BY FINAL NAND -TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM IN PART 3 EXECUTIONS I. ONE -PART POLYURETHANE: 2. TWO-PART POLYURETHANE: SONNEBORNE SONALASTIC NPII REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY THE U.S. DEPARTMENT OF LABOR, PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF TEXTURE AND APPEARANCE. GRIND SMOOTH SURFACE DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED 3DI INSULATION APPLICATION 3. SILICONE: DOW CHEMICAL SILICONE RUBBER BATHTUB CAULK AND REQUIRE ALL ITS SUBCONTRACTORS AND EMPLOYEES TO CCNMPLY WITH THIS LAW, AND ANY RELATED STATE THE INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONTRACT DOCUMENTS. FLOOR COVERING SYSTEM. A INSTALL THE FLAT AND TAPERED INSULATION LOOSELY OVER THE SUBSTRATE IN STRICT ACCORDANCE D. COMPLY WITH JOINT SEALER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION APPLICABLE TO OR LOCAL LAWS. F. ALL CONCRETE SHALL BE CURVED IMMEDIATELY AFTER FINISHING OPERATIONS IN ACCORDANCE WITH ONE OF WITH THE MANUFACTURER'S SPECIFICATIONS. I PRODUCTS AND APPLICATIONS INDICATED. CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT M. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. THEIR ABSOLUTE ACCURACY 1.09 RESUBMISSION REQUIREMENTS THE FOLLOWING METHODS B. START THE BOARDS FROM THE ROOF DRAINS AND WORK TOWARD THE HIGH POINT. INSTALL TAPERED SEALERS. PRIME WHERE RECOMMENDED BY SEALER MANUFACTURER DO NOT ALLOW MIGRATION OF IS NOT GUARANTEED, AND THE G.C. SHALL OBTAIN EXACT LOCATIONS, MEASUREMENTS, LEVELS, ETC. A MAKE ANY CORRECTIONS OR CHANGES IN THE SUBMITTAL$ REQUIRED BY THE ARCHITECT AND RESUBMIT I. APPLY A 30 PERCENT SOLIDS LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN ACCORDANCE BOARDS ACCORDING TO LETTERS STENCILED ON THE BOARD. DIRECTION IS ALSO STENCILED ON ALL PRIMER ONTO ADJACENT SURFACES. MASK WHERE REQUIRED TO PROTECT ADJOINING SURFACES FOR AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT UNTIL ACCEPTED. WITH ASTM G-309. BOARDS. STAGGER JOINTS OF UNDERLAYMENT BOARDS FROM TAPER BOARDS. STAINING OR DAMAGE BY CLEANING METHODS TO REMOVE SMEARS. SCALE PRINTS. VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK 5. SHOP DRAWINGS AND PRODUCT DATA: 2. PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301. E. APPLY SEALANTS IN A MANNER SO THAT APPEARANCE IS THAT OF A SMOOTH, UNIFORM, SLIGHTLY I. REVISE INITIAL DRAWINGS OR DATA, AND RESUBMIT AS SPECIFIED FOR THE INITIAL SUBMITTAL. G. PROVIDE CORNER BARS AT ALL WALL FOOTINGS TO MATCH HORIZONTAL BARS. END OF SECTION 01210 CONCAVE BEAD. TOOL WITH CAULKING TOOL AS REQUIRED WITHIN 10 MINUTES OF APPLICATION. ALL N. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN ANYWAY BY 2. INDICATE ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE REQUESTED BY THE ARCHITECT. END OF SECTION 03300 SEALED JOINTS ARE TO BE WATER -TIGHT. F. BACKER ROD: POLYETHYLENE FOAM BACKER ROD, NONSTAINING, CLOSED -CELL, EXPANDED THE CONTRACTOR OR THE OWNER ALTERATION SHALL BE MADE ONLY BY THE ARCHITECT OF RECORD. C. SAMPLES: SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL. SECTION 01240 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) POLYETHYLENE FOAM AS MANUFACTURED BY DOW CHEMICAL ETHLFOAM. FURNISH WITH ROUND EDGE IN O.MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. MAINTAIN THE SITE IN A CLEAN AND ORDERLY 1.10 DISTR15UTICNN THICKNESS REQUIRED. END OF SECTION 01900 CONDITION. REMOVE DEBRIS AND RUBBISH FROM PIPE CHASES, PLENUMS, ATTICS, CRAWL SPACES, AND OTHER A DISTRIBUTE REPRODUCTION OF SHOP DRAWINGS AND COPIES OF PRODUCT DATA WHICH CARRY THE PART I GENERAL CLOSED OR REMOTE SPACE$. PRIOR TO ENCLOSING THE SPACE BROOM AND VACUUM CLEAN INTERIOR AREAS ARCHITECT'S STAMP OF CONFORMANCE TO: IDI SUMMARY PRIOR TO START OF SURFACE FINISHING, AND CONTINUE CLEANING TO ELIMINATE DUST, REMOVE WASTE MATERIALS, I. JOB SITE FILE. A. MATERIALS AND INSTALLATION OF CLASS PB EIFS SYSTEM. - /�,'� DIVISION S DO� AND WINDOWS DEBRIS, AND RUBBISH FROM SITE WEEKLY AND DISPOSE OFF -SITE. 2. RECORD DO C'UMENTS FILE. 3. SUBCONTRACTORS.ID2 Q�y'py DIVISION MASONRY DELIVERY, STORAGE AND HANDLING 4. SUPPLIER OR FABRICATOR A DELIVER ALL EIFS MATERIALS IN THEIR ORIGINAL SEALED CONTAINERS BEARING MANUFACTURER'S NAME CONSTRICTION NOTES 5. OWNER (TO BE DISTRIBUTED BY THE ARCHITECT). AND IDENTIFICATION OF PRODUCT. SECTION 0"10 ALUMINUM SWING ENTRANCES (CURTAIN WALL) NONE SPECIFIED B. PROTECT COATINGS (PAIL PRODUCTS) FROM FREEZING AND TEMPERATURES IN EXCESS OF 90• F (32' C). 1.11 ARCHITECT'S DUTIES STORE AWAY FROM DIRECT SUNLIGHT. PART I GENERAL I. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, A REVIEW SUBMITTALS WITH REASONABLE PROMPTNESS AND IN ACCORD WITH SCHEDULE. ALLOW A MINIMUM C. PROTECT FRTLAND CEMENT BASED MATERIALS (BAG PRODUCTS) FROM MOISTURE AND HUMIDITY. STORE O SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL OF TEN (10) WORKING DAYS FOR REVIEW, UNLESS SPECIAL HANDLING IS ARRANGED IN ADVANCE. UNDER COVER OFF GROUND IN A DRY LOCATION. IDI SUMMARY NOT BE USED: B. AFFIX STAMP AND INITIALS OR SIGNATURE, AND INDICATE REQUIREMENTS FOR RESUBMITTAL OR /� I DIVISION 5 METALS ID3 SUBMITTALS A SECTION INCLUDES: ALUMINUM SWING DOORS, INCLUDING: CONFORMANCE OF SUBMITTAL. ACCEPTANCE IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT AND A MANUFACTURER'S SPECIFICATIONS, DETAILS, INSTALLATION INSTRUCTIONS AND PRODUCT DATA 1. YKK AP SERIES 35D MEDIUM STILE SWING ENTRANCES. THE 2. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS OF MATERIALS B. APPLICATOR'S CERTIFICATE OF INSTRUCTION. B. RELATED SECTIONS: AND GLASS BELOW IA OFF. AND ALL GLAZING IN DOORS SHALL BE SAFETY GLASS, TEMPERED GLASS WILL NOT BE REVIEWED. ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE OR ALTER THE REQUIREMENTS NONE SPECIFIED C. SAMPLE$ OF ALL PROFILES AND TEXTURES FOR APPROVAL BY ARCHITECT. I. GLASS AND GLAZING: REFER TO DIVISION 8 GLASS AND GLAZING SECTION FOR GLASS AND GLAZING ACRYLIC PLASTIC SHEET. PER $BOC 24052.1 OF THE CONTRACT DOCUMENTS. D. MANUFACTURER'S CODE REPORT. REQUIREMENTS. C. RETURN SUBMITTALS TO CONTRACTOR FOR DISTRIBUTION OR FOR RESU5MI5SIOd. E. MANUFACTURER'S STANDARD WARRANTY. 1.02 SYSTEM PERFORMANCE DESCRIPTION 3. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS F. A LIST OF MINIMUM THREE(3) JOB REFERENCES. A. PERFORMANCE REQUIREMENTS: PROVIDE ALUMINUM SIDING DOORS THAT DOORS THAT COMPLY WITH OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. END OF SECTION 01340 `' �y p /� Q� D I Y ISION & �OD an� f L�' XL ICS G. MANUFACTURER'S CERTIFICATION) OF COMPLIANCE WITH EIMA STANDARDS. RfORMANCE REQUIREMENTS INDICATED, AS DEMONSTRATE[) BY TESTING MANUFACTURES ASSEMBLIES IN H. EPS BOARD MANUFACTURERS CERTIFICATE WITH THE CURRENT EDITION OF EIMA GUIDELINE SPECIFICATIONS ACCORDANCE WITH TEST METHODS INDICATED. 4. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE ACCESSIBILITY CODE FOR BUILDING FOR EXPANDED POLYSTYRENE (EPS) INSULATION BOARD. I. AIR INFILTRATION (SINGLE ACTING BUTT HINGES OR OFFSET PIVOTS): AIR INFILTRATION SHALL BE TESTED BE I CONSTRUCTION (OCTOBER 1991 EDITION) AND SHALL COMPLY WITH SECTION 430 SIGNAGE. I. SEALANT MANUFACTURER'S CERTIFICATE OF COMPLIANCE WITH EIMA STANDARD 300DI. TESTED IN ACCORDANCE WITH ASTM E 283 AT STATIC PRESSURE OF 151psf (15pa.) INFILTRATION SHALL NOT DIVISION Z SITE SECTION 06100 ROUGH CARPENTRY J. PREPARE AND SUBMIT PROJECT -SPECIFIC DETAILS (WHEN REQUIRED BY CONTRACT DOCUMENTS). EXCEED THE FOLLOWING: PART I GENERAL ID4 WARRANTY a. PAIR OF DOORS: 0.18 C:FM/FT (iZ2elh.m) OF CRACK LENGTH. b. SINGLE DOORS: 050 GFhVFT (2.84m'/h-m) OF CRACK LENGTH. A PROVIDE MANUFACTURER'S STANDARD SEVEN YEAR LABOR AND MATERIAL WARRANTY. 2. STRUCTURAL: DOOR CORNER STRUCTURAL STRENGTH TEST USING A DUAL MOMENT LOADING CRITERIA AS SECTION 01340 SHOP DRAWINGS, FRODUCT DATA AND SAMPLES SECTION 02252 TERMITE CONTROL IDI LUMBER STANDARDS FOLLOWS, A FURNISH LUMBER MANUFACTURED TO COMPLY WITH PS 20 "AMERICAN SOFTWOOD LUMBER STANDARD" AND PART 2 PRODUCTS a. A REPRESENTATIVE CORNER SECTION CONSISTING OF A 12 INCH TOP RAIL AND A 24 INCH LONG STILE. PART I GENERAL PART I GENERAL WITH APPLICABLE GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY AMERICAN LUMBER 201 MANUFACTURERS b. TOP RAIL OF EACH SECTION IS ANCHO ED 70 A FIXED SURFACE AT 3 INCHES FROM CORNER JOINT, A STANDARDS COMMITTEE'S (ASLC) BOARD OF REVIEW. A STO CORP. LOAD ARM WAS SUBSEQUENTLY MOUNTED AT M INCHES FROM INSIDE EDGE OF TOP TOP RAIL ON IDI REQUIREMENTS INCLUDED IDI SUMMARY B. PROVIDE EIFS COMPONENTS FROM SINGLE SOURCE MANUFACTURER OR APPROVED SUPPLIER SUSPENDED SIDE RAIL. A. SUBMIT SHOP DRAWING, PRODUCT DATA AND SAMPLES REQUIRED BY CONTRACT DOCUMENTS, OR AS A PROVIDE FOR NECESSARY TERMITE TREATMENT. ID2 GRADE STAMPS C. ALTERNATES TO THE APPROVED MANUFACTURER WILL BE CONSIDERED ONLY IF SUBMITTED TO ARCHITECT c. A LOAD WAS APPLIED TO THE LOAD ARM AT 19 INCHES FROM INSIDE EDGE OF SIDE RAIL AND AMOUNT NECESSARY WHERE NOT INDICATED, SO ARCHITECT CAN REVIEW, SELECT, CHECK FOR CONFORMANCE, A PROVIDE LUMBER WITH EACH PIECE FACTORY MARKED WITH GRADE STAMP OF INSPECTION AGENCY 10 DAYS PRIOR TO BID IN WRITING. SUBMITTED SYSTEM MUST INCLUDE SUBSTANTIATION OF SPECIFIED SYSTEM OF ROTATION OF LOAD ARM OBSERVED. PROCESS WAS REPEATED AT INCREASING LOADS UNTIL POINT ETC., AS REQUIRED. 102 SUBMITTALS EVIDENCING COMPLIANCE WITH GRADING RULE REQUIREMENTS AND IDENTIFYING GRADING AGENCY, GRADE, PERFORMANCE, PRODUCT COMPONENT PERFORMANCE AND PRODUCT COMPONENT DESCRIPTIONS, OF FAILURE DEFINED AS GREATER THAN 45 DEGREES ROTATION OF LOAD ARM OCCURRED. A PRODUCT DATA: NOT REQUIRED SPECIES, MOISTURE CONTENT AT TIME OF SURFACING, AND MM. d TEST RESULTS SHALL BE SUPPORTED BY AN INDEPENDENT LABORATORY TEST REPORT, AS FOLLOWS: IZ2 RELATED REQUIREMENTS B. MANUFACTURER'S CERTIFICATE: REQUIRED 202 ADHESIVE SPECIFY BELOW LOAD FOR THE APPROPRIATE YKK AP SWING DOOR: FOR YKK AP MODEL 20D AND A DESIGNATED IN THE CONSTRUCTION SCHEDULE, OR IN A SEPARATE COORDINATE SCHEDULE, THE DATES 1-03 DIMENSION LUMBER A BTS PLUS, A ONE -COMPONENT, FACTORY-PROPRTIONED, POLYMER -MODIFIED, CEMENT -BASED ADHESIVE WITH 2ODR SPECIFY 245lbs, FOR YKK AP MODEL 350, SPECIFY 290lbs, FOR YKK AP MODEL 501), SPECIFY FOR SUBMISSION AND THE DATES THAT REVIEWED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES WILL ID3 QUALITY ASSURANCE A ALL STRUCTURAL FRAMING AND STRUCTURAL LIGHT FRAMING (2" TO 4" THICK, 2" AND WIDER) SHALL BE FIBER REINFORCEMENT (FOR USE OVER EXTERIOR GYPSUM SHEATHING, DENS GLASS GOLD SHEATHING, 3001bs, BE NEEDED. ALLOW SUFFICIENT TIME IN THE SCHEDULE FOR ARCHITECT REVIEW AND POSSIBLE A REGULATORY REQUIREMENTS: EPA - ENVIRONMENTAL PROTECTION AGENCY - SOUTHERN PINE NO.2 GRADE OR BETTER ALL TIMBERS (5" AND THICKER) SHALL BE SOUTHERN PINE NO. I EXTERIOR CEMENTATION SHEATHING, CONCRETE, MASONRY OR PLASTER SURFACES. NOT RECOMMENDED OVER 1) YKK AP MODEL: SIDING DOOR, Ibs, RESUBMITTALS IF REQUIRED. FEDERAL INSECTICIDE, FUNGICIDE AND RODENTICIDE ACT. GRADE OR BETTER WOOD SURFACES). 3. STRUCTURAL UNIFORM LOAD TEST: B. ARRANGE STUDS S0 THAT WIDE PACE OF STUD IS PERPENDICULAR TO DIRECTION OF WALL OR PARTITION AND a. SINGLE DOORS: 90psf. 1.03 SHOP DRAWINGS ID4 WARRANTY NARROW FACE IS PARALLEL. INSTALL SINGLE BOTTOM PLATE OR DOUBLE TOP PLATES USING 2 INCH 2.03 INSULATION BOARD b. PAIR OF DOORS- 90psf. A. DRAWINGS SH/41 BE PRESENTED IN A CLEAR AND THOROUGH MANNER A SPECIAL WARRANTY FOR TERMITE DAMAGE AND REPAIRS TO BUILDING AND COMPONENTS: TEN 110) YEARS. MEMBERS WHOSE WIDTHS EQUAL THAT OF STUDS. SINGLE TOP PLATE MAY BE USED FOR NONBEARING A NOMINAL ID lb/Cuff. (I6 Kg/M EXPANDED POLYSTYRENE (EPS) INSULATION BOARD IN C:OMPLIANC:E WITH 4. FORCED ENTRY RESISTANCE: 3001bs. SATISFACTORY. I. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE OR ROOM NUMBERS PARTITIONS. CONSTRUCT CORNERS AND INTERSECTIONS WITH NO LESS THAN 3 STUDS. INSTALL CONTINUOUS ASTM C 518 TYPE I REQUIREMENTS AND EIMA GUIDELINE SPECIFICATION FOR EXPANDED POLYSTYRENE (EPS) SHOWN ON CONTRACT DRAWINGS. PART 2 PRODUCTS HORIZONTAL BLOCKING AT MID -HEIGHT OF PARTITIONS OVER 8 FEET IN HEIGHT WITH 2 INCH STUDS AND SAME INSULATION BOARD, THICK I93 PROJECT CONDITIONS / SITEC,OND1710NS 2. SHEET SHALL BE LABELED WITH CDR ECT JOB NAME, LOCATION, ARCHITECT'S PROJECT NUMBER, AND THICKNESS AS WELL. (NOTE: ALL WALL STUD BOTTOM PLATES SHALL BE PRESSURE TREATED.) A. FIELD MEASUREMENTS: VERIFY ACTUAL MEA6UREMENT5/OPENING5 BY FIELD MEASUREMENTS BEFORE SUBCONTRACTOR'S COMPANY NAME, ADDRESS, PHONE NUMBER AND NAME OF RESPONSIBLE 2DI MANUPACTURERS/PRODUCTS C. FRAME OPENINGS WITH MULTIPLE STUDS AND HEADERS. SET HEADERS ON EDGE AND SUPPORT ON JAMBS. 2D4 BASE COAT FABRICATION, SHOW RECORDED MEASUREMENTS ON SHOP DRAWING. COORDINATE FIELD MEASUREMENTS, REPRESENTATIVE OF COMPANY. A TOXICANT CHEMICAL: EPA AND LOCAL AUTHORITY APPROVEDt SYNTHETICALLY 1.04 BOARDS A. BTS PLUS, A ONE -COMPONENT, FACTORY -PROPORTIONED, POLYMER MODIFIED CEMENTITOUS BASE COAT WITH FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS ?0 AVOID CONSTRUCTION DELAYS. 3. DRAWINGS, DETAILS, ETC. SHALL CLEARLY ILLUSTRATE ALL COMPONENTS AND ADJACENT COMPONENTS COLOR DYED TO PERMIT VISUAL IDENTIFICATION OF TREATED SOIL. A WHERE BOARDS WILL BE EXPOSED IN FINISHED WORK, PROVIDE 19 PERCENT MAXIMUM, IS -DRY" OR KD-19, FIBER REINFORCEMENT AND LESS THAN 33 PERCENT PORTLAND CEMENT CONTENT BY WEIGHT TO BE OF THE WORK B. DILUTANT: RECOMMENDED BY TOXICANT MANUFACTURER WESTERN CEDAR "C SELECT/A ALL HEART" GRADE PER WWPA RULES. PROVIDE SIZES AS INDICATED. APPLIED A7 I/I6 DRY THICKNESS. 1.04 SUBMITTALS B. INSTALL BOARDS WITH ENE) JOINTS STAGGERED OVER SUPPORTS, AND WITH EACH PIECE EXTENDED OVER AT A. GENERAL: PREPARE, REVIEW, APPROVE, AND SUBMIT SPECIFIED SUBMITTALS IN ACCORDANCE WITH ID4 PRODUCT DATA PART 3 EXECUTION LEAST 2 SPACES BETWEEN SUPPORTS. NAIL WITH 8d COMMON NAILS, $PACED 2 PER SUPPORT. B. STO FLEXYL-FIBER REINFORCED ACRYLIC BASE COAT MIXED WITH PORTLAND CEMENT (FOR USE AS A "CONDITIONS OF THE CONTRACT" AND DIVISION I SUBMITTALS SECTIONS. PRODUCT DATA, SHOP DRAWINGS, A PREPARATION: WATERPROOF BASE COAT TO WATERPROOF FOUNDATIONS, SLOPED EIFS SHAPES AND PARAPETS. STO SAMPLES, AND SIMILAR SUBMITTALS ARE DEFINED IN " CONDITIONS OF THE CONTRACT." 1. CLEARLY MARK EACH COPY TO IDENTIFY PERTINENT PRODUCTS OR MODELS WHICH ARE SPECIFICALLY 3.01 APPLICATION ID5 MISCELLANEOUS LUMBER PRIMER IS REQUIRED OVER STO FLEXYL PRIOR TO APPLYING FINISH COAT, B. PRODUCT DATA: SUBMIT PRODUCT DATA FOR EACH ENTRANCE SERIES SPECIFIED. COVERED BY THE SUBMITTAL. REFERENCE ALL NUMBERS TO CORRESPOND TO THOSE IN CONTRACT A SPRAY APPLY TOXICANT UNDER ALL BUILDING SLAB LOCATIONS. A PROVIDE LUMBER FOR SUPPORT OR ATTACHMENT OF OTHER CONSTRUCTION, INCLUDING ROOFTOP EQUIPMENT 2D5 REINFORCING MESHES C. SHOP DRAWING: SUBMIT SHOP DRAWINGS SHOWING LAYOUT, PROFILES, AND PRODUCT COMPONENTS, DCOUMENTS, 2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES. B. APPLY EXTRA TREATMENT TO STRUCTURE PENETRATIONS SUCH AS PIPE OR DUCTS, CURBS AND SUPPORT BASES, CANT STRIPS, BUCKS, HAILERS, BLOCKING, FURRING, GROUNDS, STRIPPING, AND A STANDARD MESH -NOMINAL 45 oz/ .Yd., SYMMETRICAL, INTERLACED OPEN -WEAVE GLASS FIBER FABRIC INCLUDING ANCHORAGE, ACCESSORIES AND FINISH COLORS. 3. SHOW DIMENSIONS AND CLEARANCES REQUIRED. AND SOIL PENETRATIONS SUCH AS GROUNDING RODS OR POSTS, SIMILAR MEMBERS. FABRICATE FROM DIMENSIONAL LUMBER WITH 19 PERCENT MAXIMUM MOISTURE CONTENT. MADE WITH ALKALINE RESISTANT COATING FOR COMPATIBILITY WITH EIFS MATERIALS. FOR USE AT L1ALL AREAS D. SAMPLES: SUBMIT VERIFICATION SAMPLES FOR COLORS. MINIMUM 2-1/2 INCH BY 3 INCH (61mm BY 13mm) C. RETREAT DISTURBED TREATED SOIL WITH SAME TOXICANT AS ORIGINAL TREATMENT. ABOVE FIRST FLOOR NOT SUBJECT TO PEDESTRIAN TRAFFIC. SAMPLES ON ACTUAL ALUMINUM SUBRATE$ FULL COLOR RANGE EXPECTED IN INSTALLED SYSTEM. 4. SHOW WIRING OR PIPING DIAGRAMS AND CONTROLS. 5. DELETE MODEL NUMBERS, DIAGRAMS, DETAILS, ETC., NOT APPLICABLE TO THE SUBMITTAL. END OF SECTION 02282 IDS ENGINEERED WOOD PRODUCTS B. ARMOR MAT - ULTRA HIGH IMPACT MESH - NOMINAL 15 oz/ .Yd., ULTRA -HIGH IMPACT, DOUBLE STRAND, E. QUALITY ASSURANCE /CONTROL SUBMITTALS: I. TEST REPORTS: SUBMIT CERTIFIED TEST REPORTS SHOWING COMPLIANCE WITH SPECIFIED PERFORMANCE B. MANUFACTURER'S STANDARD SCHEMATIC DRAWINGS AND DIAGRAMS: A PROVIDE ENGINEERED WOOD PRODUCTS FOR WHICH CURRENT MODEL CODE EVALUATICNN/RESEARCH REPORTS INTERWOVEN, OPEN -WEAVE GLASS FIBER FABRIC WITH ALKLIINE RESISTANT COATING FOR COMPATIBILITY WITH CHARACTERISTICS AND PHYSICAL PROPERTIES. I. MODIFY DRAWINGS AND DIAGRAMS TO DELETE INFORMATION WHICH IS NOT APPLICABLE TO THE WORK EXIST THAT ARE ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND THAT EVIDENCE COMPLIANCE FOR EIFS MATERIALS. FOR USE ON ALL AREAS AS NOTED ON PLANS. STANDARD STO MESH IS REQUIRED OVER 2. INSTALLER QUALIFICATION DATA: SUBMIT INSTALLER QUALIFICATION DATA 2. SUPPLEMENT STANDARD INFORMATION TO PROVIDE INFORMATION SPECIFICALLY APPLICABLE THE APPLICATION INDICATED WITH SPECIFIED ELEMENTS AND THE BUILDING CODES IN EFFECT FOR THIS ARMOR MAT AS THE SECOND LAYER F. CLOSEOUT SUBMITTALS: DIVISION 3 CONCRETE TO THE WORK PROJECT. SIZE TO BE 1 3/4 INCHES BY DEPTH AND LENGTH INDICATED. 2D6 PRIMER (OPTIONAL COMPONENT) I. WARRANTY: SUBMIT EXECUTED WARRANTY DOCUMENTS SPECIFIED HEREIN, ENDORSED BY YKK AP AUTHORIZED OFFICIAL AND INSTALLER ID1 CONSTRUCTION PANELS A SILICONE ENHANCED, PRIMER (FOR SILICONE ENHANCED FINISHES). TINTED TO TAME A $ I SILK ID5 SAMPLES A COMPLY WITH PSI 'U.S. PRODUCT STANDARD FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD FOR PLYWOOD CO SH AS FINISH COLOR AS FINISH COAT. 2. PROJECT RECORD DOCUMENTS: SUBMIT RECORD DOCUMENTS, INCLUDING OPERATION AND MAINTENANCE A OFFICE SAMPLES SHALL BE OF SIZE INDICATED, OR OF SUFFICIENT SIZE AND QUANTITY i0 CLEARLY CONSTRUCTION PANELS AND, FOR PRODUCTS NOT MANUFACTURED UNDER PSI, WITH APA PRP-108. FURNISH DATA FOR INSTALLED MATERIALS IN ACCORDANCE WITH DIVISION I PROJECT CL05EC UT (PROJECT ILLUSTRATE : SECTION 03WO CAST -IN -PLACE CONCRETE PANELS THAT ARE FACTORY MARKED WITH APA TRADEMARK EVIDENCING COMPLIANCE WITH GRADE 221 FINISH COAT RECORD DOCUMENTS) SECTION. 1. FUNCTIONAL CHARACTERISTICS OF THE PRODUCT, WITH INTEGRALLY RELATED PARTS AND ATTACHMENT REQUIREMENTS. A $TO SILILIT, A SILICONE ENHANCED TEXTURED WALL COATING WITH GRADED MARBLE AGGREGATE. TEXTURE a. MAINTENANCE DATA: MAINTENANCE PROCEDURES FOR CARE GLEANING OF ENTRANCE SYSTEMS. DEVICES AND TECHNIQUES. PART I GENERAL AND COLOR AS SELECTED BY ARCHITECT. (NOTE: SPECIFY FINISH COLOR WITH A LIGHTNESS VALUE 2. FULL RANGE OF COLOR, TEXTURE AND PATTERN FOR ARCHITECT SELECTION AT N0 ADDITIONAL 1.08 SILL SEALER GASKETS OF 2M. OR >OVER THE SYSTEM). 105 QUALITY ASSURANCE . COST. SUBMIT ONLY SPECIFIED COLOR RANGE IF DIFFERENT FROM MANUFACTURER'S STANDARD IDI GENERAL A GLASS FIBER RESILIENT INSULATION FABRICATED IN STRIP FORM FOR USE AS A SILL SEALERt I INCH NOMINAL A. QUALIFICATIONS: RANGE. A. COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT WHERE THICKNESS COMPRESSIBLE TO 1/32 INCHt SELECT FROM MANUFACTURER'S STANDARD WIDTHS IN ROLLS 2,08 JOB MIXED INGREDIENTS I. INSTALLER QUALIFICATIONS: INSTALLER EXPERIENCED (AS DETERMINED BY CONTRACTOR) TO PERFORM B. ALL SAMPLES OF A PARTIC ULAR PRODUCT, ASSEMBLY, UNIT, ETC, SHALL BE SUBMITTED AT THE SAME MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED. OF 50 OR I00 FEET IN LENGTH. q PORTLAND CEMENT: ASTM C 150, TYPE I (FOR WATERPROOF BASE COAT ONLY). WORK OF THIS SECTION WHO HAS SPECIALIZED IN THE INSTALLATION OF WORK SIMILAR TO THAT REQUIRED TIME TO ALLOW PROPER REVIEW AND COMPARISON BETWEEN SAMPLES. I. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." B WATER: CLEAN AND POTABLE. FOR THIS PROJECT. IF REQUESTED BY OWNER, SUBMIT REFERENCE LIST OF COMPLETED PROJECTS. 2. CONCRETE REINFORCING STEEL INSTITUTE (CRSU, "MANUAL OF STANDARD PRACTICE." PART 2 INSTALLATION 2. MANUFACTURE QUALIFICATIONS: MANUFACTURER CAPABLE OF PROVIDING FIELD SERVICE REPRESENTATION 1.06 SUBMITTALS 2m MIXING - DURING CONSTRUCTION, APPROVING ACCEPTABLE INSTALLER AND APPROVING APPLICATION METHOD. A PERMITS, LICENSES, AND CERTIFICATES: FOR THE OWNER'S RECORDS, SUBMIT COPIES CF PERMITS, 1.02 FORMS 2.01 GENERAL A MIX MATERIALS IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS. LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL SETTLEMENTS, NOTICES, A FORMS ARE TO BE OF PLYWOOD, METAL, METAL -FRAMED PLYWOOD FACED, OR OTHER ACCEPTABLE PANEL- A. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB AND TRUE TO LINE, CUT IDS WARRANTY RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, AND SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS TYPE MATERIALS TO PROVIDE CONTINUOUS, STRAIGHT, SMOOTH, EXPOSED SURFACES. FURNISH IN LARGEST AND FITTED. FIT ROUGH CARPENTRY TO OTHER CCNNSTF44TIOK SCRIBE AND COPE AS REQUIRED FOR PART 3 EXECUTION A PROJECT WARRANTY: REFER TO "CONDITIONS OF THE CONTRACTOR" FOR PROJECT WARRANT PROVISIONS. ESTABLISHED IN CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING UPON PRACTICAL SIZES TO MINIMIZE NUMBER OF JOINTS, ACCURATE FIT. CORRELATE LOCATION OF FURRING, NAILERS, BLOCKING, AND SIMILAR SUPPORTS TO ALLOW 3D1 INSTALLATION B. MANUFACTURER'S WARRANTY: SUBMIT, FOR OWNER'S ACCEPTANCE, MANUFACTURER'S STANDARD WARRANTY PERFORMANCE OF THE WORK. B. DESIGN, ERECT, SUPPORT, BRACE, AND MAINTAIN FORM WOW, TO SUPPORT VERTICAL AND LATERAL, STATIC ATTACHMENT OF OTHER CONSTRUCTION. A INSTALL CLASS PB EIFS IN ACCORDANCE WITH MANUFACTURER'S CURRENT PUBLISHED WRITTEN INSTRUCTIONNS. DOCUMENT EXECUTED BY AUTHORIZED COMPANY OFFICIAL. MANUFACTURER'S WARRANTY IS IN ADDITION TO, AND DYNAMIC LOADS THAT MIGHT BE APPLIED UNTIL CONCRETE STRUCTURE CAN SUPPORT SUCH LOADS. B. USE COMMON WIRE NAILS, UNLESS OTHERWISE INDICATED. USE FINISHING NAILS FOR FINISH WORK SELECT AND NOT A LIMITATION OF, OTHER RIGHTS OWNER MAY HAVE UNDER THE CONTRACT DOCUMENTS. MAINTAIN FORM WORK CONSTRUCTION TOLERANCE COMPLYING WITH ACI 341. FASTENERS OF SIZE THAT WILL NOT PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED TO 3D2 PROTECTION I. BENEFICIARY: ISSUE WARRANTY IN THE LEGAL NAME OF THE PROJECT OWNER G. CONSTRUCT FORMS TO SIZES, SHAPES, LINES, AND DIMENSIONS SHOLUN TO OBTAIN ACCURATE ALIGNMENT, VIEW OR WILL RECEIVE FINISH MATERIALS. MAKE TIGHT CONNECTIONS BETWEEN MEMBERS, INSTALL FASTENERS PROVIDE PROTECTION OF INSTALLED EIFS MATERIALS FROM WATER INFILTRATION INTO OR BEHIND THE SYSTEM. 2. WARRANTY PERIOD: YEARS COMMENCING ON DATE OF SUBSTANTIAL COMPLETION. LOCATION, GRADES, LEVEL, AND PLUMB WOW IN FINISHED STRUCTURE. PROVIDE OPENINGS IN FORM WORK TO WITHOUT SPLITTING WOOD, PRE -DRILL AS REQUIRED. 5. PROVIDE PROTECTION OF INSTALLED EIFS FROM DUST, DIRT, PRECIPITATION FREEZING AND C0NTINUOU5 B' 3. WARRANTY ACCEPTANCE: OWNER IS SOLE AUTHORITY WHO WILL DETERMINE ACCEPTABILITY OF ACCOMMODATE WORK OF OTHER TRADES. DETERMINE SIZE AND LOCATION OF OPENINGS, RECESSES, AND CHASES HIGH HUMIDITY UNTIL EIFS COATINGS ARE FULLY DRY. MANUFACTURER'S WARRANTY DOCUMENTS. FROM TRADES PROVIDING SUCH ITEMS. ACCURATELY PLACE AND SECURELY SUPPORT ITEMS BUILT INTO FORMS. END OF SECTION 06100 END OF SECTION 01240 REVISIONS BY ✓ J ,. -S _::.�. u ""D ;� _ I'D J .J T _ 7, - g 'o �ti = ti ,,, " , N 3 ./ U �-. _ � ,o ti , � , it , � . '- / ^ - . - CC 3 ti ` 3 ti 3 ^ - N y � ,- �_- 2 ; - U w . •: - _ Ix 0 i C, I �, Q P . 77 �- ' .y d I .� S 1l -- L. O W C O > 0 O _0 'L C > O O U) E - .p m ai N O� t w Q � s It c- c m p N L. O .L_ N C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet N1 1 ' -- - I I I I I I I i I I I 1 1 -]I I I I 11 - DIVISION 8 DOORS AND WINDOWS (CONT.) DIVISION 8 DOORS AND WINDOWS (CONT.) DIVISION 8 DOORS AND WINDOWS (CONT.) DIVISION 9 FINISHES DIVISION 9 FINISHES CONT. I PART 2 PRODUCTS 2.01 MANUFACTURERS (ACCEPTABLE MANUFACTURERS / PRODUCTS) SECTION 004113 ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS SECTION 08800 GLASS 4 GLAZING SECTION 09110 METAL SYSTEMS SECTION 09900 PAMTNG . A ACCEPTABLE MANUFACTURERS: YKK AP AMERICA INC. 5630 GWALTNEY DRIVE ATLANTA, GA 30336 PART I GENERAL PART I GENERAL METAL STUDS PART 1 GENERAL TELEPHONE: (404) 629-3800, FAX: (404) 629-3838 I.I SUMMARY I. MEDIUM STILE SWING DOORS: YKK AP SERIES 35D MEDIUM STILE DOORS. A SECTION INCLUDES: IDI SUMMARY A AT INTERIOR METAL STUD PARTITIONS, UNLESS OTHERWISE SWM ON THE DRAWINGS PROVIDE STANDARD iDl GENERAL a. DESCRIPTION: 3-1/2" (88.S) DOOR STILE 2. CORNER CONSTRUCTION: FABRICATE DOOR CORNERS JOINED BY CONCEALED REINFORCEMENT SECURED I. ALUMINUM ENTRANCE DOORS AND FRAMES. A PROVIDE AND INSTALL GLAZING AND ACCESSORIES WHERE SHOWN ON THE DRAWINGS AND AS SPEICIFIED PUNCH STEEL STUDS OF THE SIZES SHOWN ON THE DRAWINGS, EITHER HOT -DIP GALVANIZED OR FACTORY PRE -PAINT: 25 GA UNLESS SHOWN OTHERWISE ON THE DRAWINGS20 GA At ALL DOOR OPENINGS. A. IT IS THE INTENT OF THIS SPECIFICATION TO PRODUCE A PREMIUM JOB, WHICH WILL PROVIDE THE MAXIMUM WITH SCREWS, AND SIGMA DEEP PENETRATION WELDING. 2. ALUMINUM FRAMED GLAZED STOREFRONTS. HEREIN. GLAZING TYPES AND SIZES SHALL BE AS PER THE DRAWINGS ANp WINDOW SCHEDULE. . B. ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, CLIPS, DURABILITY, WHICH CAN REASONABLY BE EXPECTED FROM A PAINTED SURFACE. 3. GLAZING STOPS: MANUFACTURER'S STANDARD SNAP -IN GLAZING STOPS WITH EPDM GLAZING GASKETS TO 3. GLASS [WILL PANELS. 4. DOOR HARDWARE. ANCHORS, FASTENING DEVICES, SOUND ATTENUATION PENCIL RODS AND RESILIENT CLIPS, AND OTHER B. "PAINT" INCLUDES COATING SYSTEMS MATERIALS, PRIMERS, EMULSIONS, ENAMELS, STAINS, SEALERS, AND PREVENT WATER INFILTRATION. B, RELATED SECTIONS: ID2 QUALITY STANDARDS ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE FILLERS, AND OTHER APPLIED MATERIALS WHETHER USED AS PRIME, INTERMEDIATE, OR FINISH GOAT. 4. WEATHER-STRIPPING: MANUFACTURER'S STANDARD PILE TYPE IN REPLACEABLE RABBETS FOR STILES, I. SECTION 019200 - JOINT SEALERS. A GLAZING STANDARDS: COMPLY WITH RECOMMENDATIONS FLAT GLASS MARKETING ASSOCIATION A) MANUFACTURER OF THE STEEL STUDS USED. C. SPECIFIED PRODUCTS BELOW ARE MANUFACTURED BY SHERWIN WILLIAMS, EXPECT WHERE OTHER MANUFACTURER'S STANDARD EPDM BULB TYPE IN DOOR FRAMES. 2. SECTION 081100 -DOOR HARDWARE. DIC "GLAZING MANUAL" AND "SEALANT MANUAL" EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. E C. MEET OR EXCEED MINIMUM REQUIREMENTS OF FEDERAL SPEC. QQ-S-698 AND FEDERAL SPEC. QQ-6-115D, MANUFACTURERS ARE INDICATED, AND ESTABLISH A STANDARD OF QUALITY. EQUIVALENT PRODUCTS OF 5. HARDWARE: MANUFACTURER'S STANDARD AS SELECTED BY ARCHITECT. 3. SECTION 08MM - GLAZING. REFER TO THOSE PUBLICATIONS FOR DEFINITIONS OF GLASS AND GLAZING TER'1S NOT OTHERWISE DEFINED CLASS D. OTHER ACCEPTABLE MANUFACTURERS MAY NOT BE USED UNLESS APPROVED 67 ARCHITECT, MATERIALS IN THIS SECTION OR OTTER REFERENCED STANDARDS. D.PROVIDE PROVIDE BEST GRADE AND QUALITY MATERIALS AND PRODUCTS MANUFACTURED BY SHERllIN WILLIAMS. A EXTRUSIONS: ASTM B 221(A6TM B 221M), 6063-T5 ALUMINUM ALLOY. 12 REFERENCES B. SAFTEY GLAZING PRODUCT: WHERE SAFTEY GLASS IS INDICATED OR REQUIRED B7 AUTHORITIES HAVING METAL TRIM MATCH COLORS AS INDICATED ON THE DRAWINGS. USE PREMIXED PAINTS INSOFAR AS POSSIBLE. THIN ONLY B. ALUMINUM SHEET: JURISDICTION, PROVIDE TYPE OF PRODUCTS INDICATED WHICH COMPLY WITH ANSI ZSTI AND TESTING A. FORE"( FROM GALVANIZED STEEL NOT LIGHTER THAN 2(6 GAUGE, COMPLYING WITH FEDERAL SPEC QQ-5-115, AS PERMITTED ANY MANUFACTURER'S LABEL INSTRUCTIONS, AND AVOID UNNECESSARY THINNING. I. ANODIZED FINISH: ASTM B 209 (ASTM 8 209M), 5005-H14 ALUMINUM ALLOY, 0D50 INCH (121mm) MINIMUM A AMERICAN ARCHITECTURAL MANUFACTUI�RS ASSOCIATION (AAMA) lIUIEW.AAMANET.ORG): REQUIREMENTS OF CPSC 16 CFR PART 1201 FOR CATEGORY 11 MATERIALS. CLASS D. E. PROTECT FINISHED SURFACES, WORK OF OTHER TRADES, AND PROPERTY OF THE OWNER FROM DAMAGE AND THICKNESS. I. 611 - VOLUNTARY SPECIFICATION FOR ANODIZED ARCHITECTURAL ALUMINUM. C. FIRE -RESISTANCE -RATED WIRE GLASS: PROVIDE WIRE GLASS PRODUCTS THAT ARE IDENTICAL TO THOSE B, CASING BEADS: US.G.'200-5. DEFACEMENT. COVER FLOORS AND FIXED EQUIPMENT WITH DROP CLOTHS. 2.03 ACCESSORIES TESTED PER ASTM E 163 (UL S) AND ARE LABELED AND LISTED BY UL OR OTHER TESTING AND INSPECTING F. PREPARE SURFACES ACCORDING TO PAINT MANUFACTURER'S INSTRUCTIONS. EXAMINE FACTORY FINISHED AND A. MANUFACTURER'S STANDARD ACCESSORIES: B. ASTM INTERNATIONAL (ASTM) (WWW.ASTM.ORGJ AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICATION. END OF SECTION 09110 I PRIMED SURFACES TO BE PAINTED, AND VERIFY COMPATIBILITY OF EXISTING MATERIAL WITH PAINT TO BE I. FASTENERS: ZINC PLATED STEEL CONCEALED FASTENERS, HARDENED ALUMINUM ALLOYS OR AISI 300 I. E283 - STANDARD TEST METHOD FOR RATE OF AIR LEAKAGE THROUGH EXTERIOR WINDOWS, D. SINGLE SOURCE RESPON5I5ILT7 : PROVIDE MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE OF SECTION 09Z50 GYPSI,�'1 WALLBOARD APPLIED. APPLY PAINT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS ONLY SERIES STAINLESS EXPOSED FASTENERS, COUNTERSUNK, FINISH TO MATCH ALUMINUM COLOR CURTAIN WALLS AND DOORS. GLAZING PRODUCT IDICATED. TO SURFACES WHICH ARE THOROUGHLY DRY, SMOOTH, EVEN, CLEAN, FREE OF DUST AND PROPERLY 2. SEALANT. NON -SKINNING TYPE, AAMA 8033. 2. E330 - STANDARD TEST METHOD FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN E. PROVIDE GLASS AND GLAZING THAT HAS BEEN PRODUCED, FABRICATED AND INSTALLED TO WITHSTAND PART I GENERAL PREPARED TO RECEIVE THE INTENDED FINISH. 3. GLAZING: SETTING BLOCKS, EDGE BLOCKS, AND SPACERS IN ACCORDANCE WITH A5TM C 864, SHORE WALLS, AND DOORS UNDER THE INFLUENCE OF WIND LOADS. NORMAL TEMPERATURE CHANGES, WIND LOADING, IMPACT LOADING, WITHOUT FAILURE INCLUDING LOSS OR 1.02 PAINTING DUROMETER HARDNESS AS RECOMMEND BY MANUFACTURER, GLAZING GASKETS IN ACCORDANCE 3. E331 - STANDARD TEST METHOD FOR WATER PENETRATION OF EXTERIOR WINDOWS, DOORS, AND BREAKAGE OF GLASS, FAILURE OF SEALMENTS OR GASKETS TO REMAIN WATERTIGHT AND AIRTIGHT, IOl A ACCEPTABLE MATERIALS WITH ASTM C 864. CURTAIN WALLS BY UNIFORM STATIC AIR PRESSURE DIFFERENTIAL. DETERIORATION OF GLASS AND GLAZING MATERIALS, AND OTHER DEFECTS IN THE WORK A. GYPSUM WALLBOARD WORK SHALL CONFORMTO THE GYPSUM ASSOCIATION "RECOMMENDED I. ALL PAINTING To BE SCHEDULED IN THE FINISH SCHEDULE. 2. EQUIVALENT PRODUCTS OF THE FOLLOWING AIRE ALSO ACCEPTABLE: 2.04 FABRICATION. F. FIELD MEASURE ALL OPENINS OR AREAS TO RECEIVE GLASS AND GLAZING TO ASCERTAIN CORRECT FIT, SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD." PRATT 4 LANBERTT 13 SYSTEM DESCRIPTION IMPROPERLY SIZED GLASS OR GLAZING SHALL BE REPLACED AT NO ADDITIONAL COST TO OWNER A SHOP ASSEMBLY: FABRICATE AND ASSEMBLE UNITS WITH JOINTS ONLY AT INTERSECTION OF ALUMINUM GLIDDEN MEMBERS WITH UNIFORM HAIRLINE JOINTS, RIGIDLY SECURE, AND SEALED IN ACCORDANCE WITH A DESIGN REQUIREMENTS: DESIGN EXTERIOR SYSTEMS TO WITHSTAND: 1.03 SUBMITALS B. EXAMINE SUBSTRATES TO WHICH DRY WALL CONSTRUCTION ATTACHES OR ABUTTS, PRESET HOLLOW METAL PORTER MANUFACTURER'S RECOMMENDATIONS. I. DESIGN WIND PRESSURE IN ACCORDANCE WITH ASGE 1, BUILDING C.OpE, TESTED IN ACCORDANCE A PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL DATA FOR EACH GLAZING MATERIAL, FABRICATED FRAMES, CAST-IN-ANCORS, AND STRUCTURAL FRAMING FOR COMPLIANCE WITH REQUIREMENTS FOR BENJAMINE MOORE 1. HARDWARE: DRILL AND CUT TEMPLATE FOR HARDWARE. REINFORCE FRAMES AND DOOR STILES TO WITH ASTM E330. GLASS PRODUCT REQUIRED AND SEALANT INCLUDED INSTALLATION AND MAINTENANCE INSTRUCTIONS, INSTALLATION TOLERANCE AND OTHER CONDITIONS AFFECTING PERFORMANCE OF DRYWALL CONSTRUCTION. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY COND TIONS HAVE BEEN B. UNDERCOATS AND THINNERS RECEIVE HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. MOVEMENT CAUSED BY AN AMBIENT TEMPERATURE RANGE OF 120 DEGREES F AND A SURFACE PERFORMANCE CRITERIA, ETC_ I. PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER OF FINISH COAT. 2. WELDING: CONCEAL WELDS ON ALUMINUM MEMBERS IN ACCORDANCE WITH AWS RECOMMENDATIONS OR TEMPERATURE RANGE OF 160 DEGREES F. B. SAMPLES: SUBMIT, FOR VERIFICATION PURPOSES, 12" SQUARE SAMPLE OF EACH TYPE OF GLASS CORRECTED. 1. USE ONLY THINNERS RECOMMENDED BY THE PAINT MANUFACTURER 4 USE ONLY THE RECOMMENDED LIMITS. METHODS RECOMMENDED BY MANUFACTURER MEMBERS SHOWING WELDING BLOOM OR DISCOLORATION ON INDICATED, INCLUDING MIRRORS, MOUNTING HARDWARE AND MATERIALS. C. DO NOT TAPE AND FINISH GYPSUM BOARD WHEN THE TEMPERATURE IS BELOW 60 D=GREE5 FAHRENHEIT. C. COLOR SCHEDULES FINISH OR MATERIAL DISTORTION WILL BE REJECTED. B. PERFORMANCE REQUIREMENTS: C. CERTIFICATE: SUBMIT CERTIFICATES FROM RESPECTIVE MANUFAGTURIERS ATTESTING THAT GLASS AND THE TEMPERATURE OF THE ROOMS SHALL BE HELD AT 60 DEGREES FAHRENHEIT FCR 48 HOURS BEFORE 1. PROVIDE PAINTING AS SCHEDULED IN THE FINISH MATERIALS SCHEDULE. B. FABRICATION TOLERANCES: I. AIR INFILTRATION, TESTED TO ASTM E283. GLAZING MATERIALS FURNUSHED FOR PROJECT COMPANY WITH REQUIREMENTS, INCLUDE ALL REQUIRED TAPING AND FINISHING IS TO BEGIN. MAINTAIN 60 DEGREES FAHRENHEIT DURING AND AFTER INSTALLATION. a. ON GYPSUM DRYWALL, USE: I. MATERIAL CUTS: SQUARE TO 1/32 INCH (0.8mm) OFF SQUARE, MAXIMUM, OVER LARGEST DIMENSION, a. ENTRANCES: WARRANTIES. VENTILATES AS REQUIRED TO REMOVE EXCESS HUMIDITY. 1. FIRST COAT - PIGMENTED PRIMER/SEALER PROPORTIONATE AMOUNT OF 1/32 INCH (O.Smm) ON OTHER TWO DIMENSIONS. 1) SINGLE DOOR: MAXIMUM 05 CFM PER MINUTE PER LINEAR FOOT OF PERIMETER CRACK, AT I. GLASS MANUFACTURER SHALL SUBMIT A CERTIFIED LETTER STATING THAT ALL GLASS SIZE AND . 2. SECOND COAT - ACRYLIC LATEX ENAMEL 2. MAXIMUM OFFSET: 1/64 INCH (0.4mm) IN ALIGNMENT BETWEEN TWO CONSECUTIVE MEMBERS IN LINE, STATIC PRESSURE DIFFERENTIAL OF 624 PSF. THICKNESS FOR ALL GLAZING OPENINGS MEET OR EXCEED THE WIND LOAD REQUIREMENTS AS 102 GYPSUM WALLBOARD 3. THIRD COAT - ACRYLIC LATEX ENAMEL END TO END. b. STOREFRONT: 0.06 CFM PER SQUARE FOOT OF FIXED AREA AT STATIC PRESSURE DIFFERENTIAL SPECIFIED IN SECTION 08410, ALUMINUM ENTRANCES AND STORFRONTS, AND SECTION 08521, A GYPSUM WALLBOARD SHALL BE MANUFACTURED BY U.S. GYPSUM. WALLBOARD IS TO MEET. ASTM G36-84A b. ON FERROUS METAL, USE: 3. MAXIMUM OFFSET. 1/64 INCH (0.4mm) BETWEEN FRAMING MEMBERS AT GLAZING POCKET CORNERS. OF 624 PSF. ALUMINUM WINDOWS. AND 55-L-30d 1/2 INCHES THICK, 48 INCHES WIDE WITH TAPERED EDGES. I. FIRST COAT - RUST INHIBITIVE ALKYD METAL PRIMER 4. JOINTS (BETWEEN ADJACENT MEMBERS IN SAME ASSEMBLYb HAIRLINE AND SQUARE TO ADJACENT 2. WATER INFILTRATION: NO UNCONTROLLED WATER LEAKAGE, TESTED TO ASTM E331 At MINIMUM TEST B. AT FIFE RATED PARTITIONS INSTALL WALLBOARD TO MEET SEPARATE REQUIREMENTS, USE TYPE III, GRADE 2. SECOND COAT - SEMI -GLOSS ALKYD ENAMEL MEMBER PRESSURE OF 624 PSF FOR INSWING DOORS AND 8.0 F'SF FOR OUTSWING DOORS AND STOREFRONT. ID4 DELIVERY, STORAGE AND HANDLING X CLASS 1, 5/5 INCHES THICK FIFE RETARDANT WALLBOARD. 3. THIRD COAT - SEMI -GLOSS ALKYD ENAMEL 5. VARIATION (IN SQUARING DIAGONALS FOR DOORS AND FABRICATED ASSEMBLIES): I/I6 INCH (Ibmm). 3. UNIFORM STRUCTURAL LOADING: NO GLASS BREAKAGE OR PEWANENT DAMAGE TO FASTENERS OR A. PROTECT GLASS AND GLAZING MATERIALS DURING DELIVERY, STORAGE AND HANDLING TO COMPLY WITH C. INSTALL GYPSUM BOARD WITH TRUE, EVEN SURFACES AND STRAIGHT, SHARP CORNERS.'USE FULL LENGTH c. ON WOOD DOORS, USE: (b. FLATNESS (FOR DOORS AND FABRICATED ASSEMBLIES} t 1/16 INCH (Ibmm) OFF NEUTRAL PLANE. SYSTEM COMPONENTS, TESTED TO ASTM E330 At 15 TIMES DESIGN PRESSURE. 4. THEWAL TRANSMITTANCE DUE TO CONDUCTION RUC}. MAXIMUM 0b0, TESTED TO AAMA 1503 ON TWO T E MANUFACTURER'S DIRECTIONS AND AS REQUIRED TO PREVENT EDGE DAMAGE TO GLASS AND GLAZING BOARDS WHERE POSSIBLE. ENE) JOINTS ON THE SAME SIDE OF A WALL SHALL BE STAGGERED AND JOINTS I. FIRST COAL -STAIN (SEE FINISH SCHEDULE) 2,05 FINISHES AND COLORS X 6 -0 UNITS WITH I INCH ,CLEAR INSULATING GLASS. MATERIALS FROM EFFECTS OF MOISTURE INCLUDING CONDENSATION, OF TEMPERATURE CHANGES, OF DIRECT ON OPPOSITE SIDE SHALL NOT OCCUR OVER THE SAME SUPPORT. DO NOT LOCATE NORMAL END JOINTS AT EDGE OF OPENINGS. FORM JOINTS NEATLY. BUTT BOARDS TOGETHER BUT DO NOT FORCE INTO PLACE. DO 2, SECOND COAT - STAIN (SEE FINISH SCHEDULE) "RUBBED A. ANODIZED FINISH: YKK AP AMERICA ANODIZED FINISH: 5. CONDENSATION RESISTANCE FACTOR (CRFk MINIMUM 50, TESTED TO AAMA 1503. EXPOSURE TO SUN, AND FROM OTHER CAUSES. NOT BUTT EDGES AGAINST TAPERED EDGES. NO JOINT SHALL HAVE A GAP GREATER THAN 1/4 INCH. 3. THIRD COAT - VARNISH LOW SHEEN EFFECT" I. CLEAR YKK AP YSN WITH CLEAR PROTECTIVE COMPOSITE COATING. B. STORE IN LOCATION TO PREVENT ANY DAMAGE. REPLACE GLASS OR GLAZING MATERIALS AT ANY POINT D. IN GENERAL, INSTALL GYPSUM BOARD ON CEILING BEFORE WALLS. CONSTRUCT CEILINGS WITH LONG END OF SECTION 09900 B. FINISHING PREPARE ALUMINUM SURFACES FOR SPECIFIED FINISH, APPLY FINISH IN ACCORDANCE WITH THE 1.4 SUBMITTALS DURING THE CONTRACT PERIOD AT NO COST TO OWNER FOLLOWING: DIMENSION OF GYPSUM BOARD APPLIED AT RIGHT ANGLES TO SUPPORT. SECTION 09960 STUCCO FINISH . I. ANODIZED COATING: ELECTROLYTIC COLOR COATING FOLLOWED BY AN ORGANIC TOP COATING APPLIED A. SUBMITTALS FOR REVIEW: ID5 GUARANTEE E. SCREW GYPSUM BOARD TO FRAMING WITH SCREWS NOT OVER 8 INCHES ON CENTER FASTEN GYPSUM TO ALUMINUM EXTRUSIONS PRODUCED FROM QUALITY CONTROLLED BILLETS MEETING AA-6063-T5. I. SHOP DRAWINGS: INDICATE SYSTEM DIMENSIONS, FRAMED OPENING REQUIREMENTS AND A PROVIDE MINIMUM TEN (10) YEAR GUARANTEE FOR ALL GLASS PRODUCTS, INCLUDING GUARANTEE AGAINST BOARD BEGINNING AT THE CENTER AND WORK TOWARDS OUTER EDGES. HOLD BOARD FIWLY AGAINST WOOD FRAMING WHILE FASTENING. FASTENERS AT EDGES OF BOARDS SHALL BE 1/2 INCH FROM THE EDGE. PART I GENERAL a. EXPOSED SURFACES SHALL BE FREE OF SCRATCHES AND OTHER SERIOUS BLEMISHES. TOLERANCES, TRIM, SEALERS, HARDWARE, AND ACCESSORIES. SILVER SPOILAGE OF ALL MIRRORS, PESFOR'(ANCE OF GLAZING SEALANTS, TEC. IDI SUMMARY b. EXTRUSION SHALL BE GIVEN A CAUSTIC ETCH FOLLOWED BY AN ANODIC OXIDE TREATMENT AND SEALED F. OPENINGS FOR ELECTRICAL DEVICES, PIPING, GRILLS, AND REGISTERS SHALL BE ACCURATELY LOCATED A MATERIALS AND INSTALLATION OF CEMENT STUCCO ON HOLLOW MASONRY, EXTERIOR GRADE PLYWOOD AND WITH AN ORGANIC ELECTRODEPOSITION APPLIED PROTECTIVE TOP COATING. B. SUSTAINABLE DESIGN SUBMITTALS: PART 2 PRODUCTS AND NEATLY MADE TO CLOSELY FIT THE DEVICES AND BE COMPLETELY COVERED BY PLATES AND METAL LATH ALSO FURNISH AND INSTALL METAL, LATH, STUCCO WRAP AND ACCESSORIES. c. OVERALL COATING THICKNESS FOR FINISHES SHALL BE A MINIMUM OF 0.1 MILS. I. RECYCLED CONTENT. ESCUTCHEONS. d. COATING SHALL GONFOR'1 TO ALUMINUM ASSOCIATION STANDARD AAMI2C22A4X. A4X DESIGNATION SHALL 2. REGIONAL MATERIALS. 201 GLASS ID3 TRIM PIECES 1.02 DELIVERY, STORAGE AND HANDLING SIGNIFY AN ANODIC COATING OF 0.4 MILS MINIMUM FOLLOWED BY AN ORGANIC TOP COATING OF A A PROVIDE GLASS TYPES AND THICKNESS AS PER DRAWINGS AND WINDOW SHCEDULE: A PROVIDE TRIM ACCESSORIES OF THE SIZES REQUIRED FOR THE WALLBOARD APPLICATION AS A. DELIVER ALL CEMENT MATERIALS IN ORIGINAL CONTAINERS BEARING MANUFACTURERS NAME AND MINIMUM 03 MILS. PART 2PRODUCTS FLOAT (OR "PLATE" h COMPLY WITH FEDERAL SPECIFICATION DD-G-451, MANUFACTURED BY U.S. GYPSUM. PROVIDE DUR-A-BEAD CORNER BEAD AT EXTERNAL CORNERS AND NO. IDENTIFICATION. INJADDITION TO THE ALUMINUM ASSOCIATION STANDARD ABOVE, FINISH SHALL CONFORM TO THE FOLLOWING: CLEAR WIRE GLASS: COMPLY WITH FEDERAL SPECIFICATION DD-G-451. 200-A METAL CASING BEAD WHERE WALLBOARD ABUTTS OTHER MATERIALS. B. DELIVER NEW, FLAT STRUCTURAL METAL. LATH IN ORDINAL PACKAGING. U AAMA 6052 MORTAR RESISTANCE TEST SPECIFICATION, TEST METHOD PER ASTM C201, 24 HOUR 2.1 MANUFACTURERS FIGURED AND PATTERN GLASS: COMPLY WITH FEDERAL SPECIFICATION DD-G-451. C. PROTECT PRODUCTS FROM MOISTURE AND HUMIDITY. STORE UNDER COVER OFF GROUND IN A DRY PAT TEST. 2) CASS CORROSION RESISTANCE TEST. CASS 240/ ASTM 53" TEST METHOD. A ACCEPTABLE MANUFACTURERS: B. SUBJECT TO COMPLIANCE WITH ALL REQUIREMENTS, THE FOLLOWING MANUFAGTUERERS OFFER PRODUCT WHICH 1.04 FASTENERS LOCATION. OTHER AAMA 6052 PERFORMANCE TESTS SPECIFIED IN THESE SPECIFICATIONS, SUCH AS: 13 DRY FILM I. UNITED STATES ALUMINUM MAY BE INCORPOATED IN THE WORK. 1. TINTED GLASS: A PROVIDE SCREWS, NAILS, CLIPS, TIES, AND OTHER FASTENERS AS RECOMMENDED BY THE GYPSUM 103 SUBMITTALS 3) HARDNESS,1.6.2 SALT SPRAY RESISTANCE,1.9.12 COLOR RETENTION, SOUTH FLORIDA,134.14 GLOSS 2. YKK AP AMERICA, INC. (WWW.YKKAP.COM) a. PPG-INDUSTIES, INC. 5OLAR3RAY COMMERCIAL INSULATING GLASS I -INCH UNITS WITH 1/2-INCH AIRSPACE MANFACTURRR A MANUFACTURERS SPECIFICATION AND PRODUCT DATA FOR STUCCO APPLICATIONS. RETENTION, SOUTH FLORIDA, 22 MATERIALS AND 1/4-INCH LINES, INTERIOR LITE CLEAR B. STUCCO WRAP STRUCTURAL METAL LATH AND ACCESSORIES, SUCH AS CORNER BEAD, CONTROL JOINTS, ETC. G. HIGH PERFORMANCE ORGANIC COATING FINISH: 2. WIRE GLASS: ID5 JOINT TREATMENT SYSTEMS PART 2 PRODUCTS I. TYPE FACTORY APPLIED TWO -COAT 109. KYNAR RESIN BY AUTO C4EM OR 10q HYLAR RESIN BY AUSIMONT, a FIRELITE A SYSTEM SHALL BE PERFORATED TAPE AND CEMENT RECOMMENDED THE GYPSUM MANUFACTURER FLOUROPOLYMER BASED COATING SYSTEM, POLYVINLYIDENE FLUORIDE (PVF-2). APPLIED IN ACCORDANCE A ALUMINUM: I. EXTRUSIONS: ASTM B221, 6063-15 ALLOY AND TEMPER 3. CLEAR FLOAT GLASS: B. APPLY MATERIALS IN STRICT ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS. FILL JOINTS WITH 201 JOB MIXED INGREDIENTS WITH YKK AP PROCEDURES AND MEETING AAMA 6052 SPECIFICATIONS. 2. SHEET: ASTM 8209, ALLOY AND TEMPER BEST SUITED TO APPLICATION. a. PPG INDUSTRIES, INC. JOINT COMPOUND, EMBED PEI;�FORATED TAPE ANI) APPLY A SKIM COAT OF JOINT COMPOUND OVER TAPE. A PORTLAND CEMENT, ASTMC 150 TYPE 1, MIXED IN ACCORD WITH MANUFACTURERS INSTRUCTIONS. 2. COLORS: SELECTEE) BY ARCHITECT FROM THE FOLLOWING: 3. RECYCLED CONTENT: MINIMUM PERCENT, WITH MINIMUM PERCENT CLASSIFIED AS POST -CONSUMER b. FORD GLASS DIVISION. APPLY TWO ADDITIONAL COATS OF JOINT COMPOUND ALLOWING AT LEAST 24 HOURS BETWEEN EACH COAT. B. WATER, CLEAN AND POTABLE. a. STANDARD COATING COLOR CHARTS. AS SHOWN ON DRAWINGS. c. LIBBEY-OWENS-FORD CO. SAND EACH COAT. FINISH SURFACES SHALL BE UNIFORMLY SMOOTH, TRUE AND IN SATISFACTORY CONDITION C. METAL LATH I, 1. STRUCTURAL METAL LATH SHALL BE 3.4 POUND EXPANDED METAL SHEET WITH SOLID PARALLEL RIBS. c. COLOR NAME AND NUMBER 23 COMPONENTS MAY BE APPROVED WITH COMPLETE DATA SUBMITTAL AND ARCHITECT APPROVAL PRIOR TO BIDDING IN 2. METAL LATH SHALL BE 3A POUND DIAMOND MESH METAL LATH. D. FINISHES TESTING: ACCORDANCE WITH DIVISION I. END OF SECTION 09250 3. ACCESSORIES FURNISHED BY SAME MANUFACTURER FOR STUCCO APPLICATION. I. APPLY 0.5% SOLUTION NaOH, SODIUM HYDROXIDE, TO SMALL AREA OF FINISHED SAMPLE AREA, LEAVE IN A, ENTRANCES DOORS: NARROW STILE CONFIGURATION WITH NOMINAL 2 INCH VERTICAL STILES AND TOP D. INSULATING GLASS: COMPLY WITH ASTM E-113, ASTM E-114. SEALED INSULATING UNITS FABRICATED FROM TWO D. MECHANICAL FASTENERS PLACE FOR SIXTY MINUTES, LIGHTLY WIPE OFF NaOH, DO NOT CLEAN AREA FURTHER RAIL AND 10 INCH BOTTOM RAIL. PANES OF GLASS WITH AIR SPACE BETWEEN. GLASS THICKNESS AND HEAT STRENGTHENING TO BE DETERMINED SECTION 09300 CERAMIC TILE 1. NAILS, 8d RING SHANK, HOT DIP GALVANIZED OF SUFFICIENT LENGHTH TO PENETRATE PLYWOOD BACKING SUBMIT SAMPLES WITH TEST AREA NOTED ON EACH SAMPLE. BY MANUFACTURER FOR WINE) LOADING CONDITION. INSULATING GLASS WARRANTY: 10 YEARS. I INCH. B. STOREFRONT: FLUSH GLAZING SYSTEM DESIGNED TO RECEIVE 1 INCH GLASS BY MEANS OF PART I GENERAL 2. WHERE LIGHT METAL FRAMING OCCURS: MINIMUM NOB SELF DRILLING CORROSION RESISTANT SCREWS OF PART 3 EXECUTION ELASTOMERIC GASKETSt 2 INCH FACE WIDTH X 4-1/2 INCH DEPTH, CENTER GLASS APPLICATION, 2D2 MANUFACTURERS / PRODUCTS - SUFFICIENT LENGTH TO PENTRATE METAL 3/8 INCH. THERMALLY BROKEN. A FLOAT GLASS (TYPE FG-Ak CLEAR 1/4 INCH THICK, MINIMUM. IDI GENERAL E. STUCCO WRAP 3DI MANUFACTURERS INSTRUCTIONS / RECOMMENDATIONS SAFTEY GLASS (TYPE FG-Eh CLEAR, FULLY TEMPERED 1/4 INCH THICK, MINIMUM. A CERAMIC AND TYPES ARE INDICATED ON THE DRAWINGS AND ARE FROM A SINGLE MANUFACTURER OTHER 1. BY "TYVEK" FOR USE OVER PLYWOOD FACINGS. A COMPLIANCE: COMPLY WITH MANUFACTURER'S PRODUCT DATA, INCLUDING PRODUCT TECHNICAL BULLETINS, C. DOOR HARDWARE: SPECIFIED IN SECTION 081100. LOW E GLASS (TYPE FG-Fk FLOAT TYPE, TEMPERED, CLEAR COATING ON INNER SURFACE. MANUFACTURERS WILL NOT BE CONSIDERED. F. STUCCO ACCESSORY TRIM, BEADS, AND CONTROL JOINTS SHALL BE VINYL. PRODUCT CATALOG INSTALLATION INSTRUCTIONS, AND PRODUCT CARTON INSTRUCTIONS. MIRROR GLASS (TYPE FG-Hk CLEAR TEMPERED SAFTEY TYPE WITH COPPER AND SILVER COATING, SQUARE B. DELIVER MATERIALS IN ORIGINAL CONTAINERS WITH SEALS UNBROKEN AND LABELS INTACT UNTIL TIME OF 2.4 ACCESSORIES EDGES, USES. ENGAGE AN EXPERIENCED INSTALLER WHO HAS SUCCESSFULLY COMPLETED TILE INSTALLATIONS PART 3 EXECUTION 3D2 EXAMINATION A. SITE VERIFICATION CONDITIONS: VERIFY CONDITIONS INSTALLED RENDER HAVE BEEN PREVIOUSLYDANCE A FASTENERS: SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THE PROJECT. 3.01 INSTALLATION INSTAWHICHLLATION WITH OTHER SECTIONS) ARE ACCEPTABLE FOR PRODUCT INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S R I. SERIES 300 STAINLESS STEEL FOR WET LOCATIONS AND EXPOSED FASTENERS. PARE' 3 EXECUTION C. COMPLY WITH PARTS OF ANSI 108 SERIES OF FINE INSTALLATION STANDARDS INCLUDED UNDER "AMERICAN A INSTALL MECHANICAL FASTENERS ON 6 INCH CENTERS ALONG SEAMS AND 12 INCH CENTERS ALONG INSTRUCTIONS. 1. STAINLESS OR FLUOROPOLYMER COATED STEEL FOR OTHER LOCATIONS. NATIONAL STANDARD SPECIFICATIONS FOR THE INSTALLER OF CERAMIC TILE" THAT APPLY t0 TYPE OF INTERIORS. I. VERIFY LOCATION OF PRESET ANCHORS, PERIMETER FASTENERS, AND BLOCK -OUTS ARE IN ACCORDANCE 3DI PRECONSTRUGTION SETTING AND GROUT MATERIALS AND METHODS INDICATED. TILE MAY BE THIN -SET. B. STUCCO INSTALLATION SHALL BE TWO COAT APPLICATION. APPLY BASE COAT WITH FIRM PRESSURE TO WITH SHOP DRAWINGS, B. JOINT SEALERS: SPECIFIED IN SECTION 019200. A EXAMINE JOB CONDITIONS AND VERIFY THAT ALL ARE SATISFACTORY FOR SPEEDY AND ACCEPTABLE WORK FORM GOOD BOND THEN DOUBLE BACK TO PROVIDE THICKNESS. LEAVE ROUGH ENOUGH TO PROVIDE BOND B. CLEAN AND PREPARE GLAZING SUPPORT MATERIALS ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND 1.02 MORTAR AND GROUT FOR FINISH COAT. FINISH COAT SHALL BE OF TEXTURE AS CALLED FOR ON THE BUILDING ELEVATION 3.03 PREPARATION C. GLASS AND GLAZING ACCESSORIES: SPECIFIED IN SECTION 088000. STANDARDS OF THE GLASS ASSOCIATION OF NORTH AMERICA GLAZING MANUAL. A. MORTAR SHALL BE PORTLAND CEMENT ASTM C150, TYPE 1. GROUT SHALL BE ACID RESISTANT UPCO DRAWINGS. A ADJACENT SURFACES PROTECTION: PROTECT ADJACENT WORK AREAS AND FINISH SURFACES FROM DAMAGE C. INSPECTION AND CLEANING SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING: CLEAN DIRT OR HYDROMENT, TYPE AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC TYPE OF TILE AND C. CURING: CURE STUCCO BY USE OF POLYETHYLENE FILM, OR BY USE OF FINE SPRAY. DURING PRODUCT INSTALLATION. D. WEATHERSTRIPPING: REPLACEABLE, NONPOROUS SYNTHETIC WOOL PILE TYPE. FOREIGN MATERIALS FROM CHANNELS, STOPS, RABBETS, SETTING BLOCKS, SPACERS, ECT_ REMOVE NOW METHOD OF INSTALLATION. COLR FOR FLOOR TILE IS SPECIFIED ON THE DRAWINGS. I. ALUMINUM SURFACE PROTECTION: PROTECT ALUMINUM SURFACES FROM CONTACT WITH LIME, MORTAR, PERMANENT PROTECTIVE COATINGS. WIPE SURFACES CLEAN IMMEDIATELY PRIOR TO ADDING PRIMER, TAPES B. DO NOT GROUT TILE UNTIL TILE IS FIRMLY SET. SOAK OR DAMPEN JOINTS OF THE TILE TO BE GROUTED WITH 3.02 PROTECTION CEMENT, ACIDS, AND OTHER HARMFUL CONTAMINANTS. 25 FABRICATION OR GLAZING COMPOUNDS. APPLY PRIMER TO SURFACES AS REQUIRED TO RECEIVE GLAZING COMPOUNDS. PORTLAND CEMENT GROUT. SOAK OR DAMPEN OTHER JOINTS AS RECOMMENDED BY THE GROUT A. PROTECT STUCCO DURING AND UPON COMPLETION FROM WATER INFILTRATION, DUST, DIRT, PRECIPITATION, MANUFACTURER FORCE GROUT INTO JOINT LINES COMPLETELY IDILING JOINTS WITH COMPACTED GROUT AND EXCESSIVE DRYING UNTIL STUCCO HAS SET, 3.04 INSTALLATION A FABRICATE WITH MINIMAL CLEARANCES AND SHIM SPACES AROUND PERIMETER 3.02 INSTALLATION COVERING MORTAR FINISH JOINTS OF SQUARE EDGED TILE FLUSH WITH SURFACE. STRIKE OFF TOOL JOINTS END OF SECTION 09960 A. GENERAL: INSTALL MANUFACTURER'S SYSTEM IN ACCORDANCE WITH SHOP DRAWINGS, AND WITHIN SPECIFIED A INSPECT FRAMING BEFORE INSTALLATION AND PROVIDE WRITTEN REPORT OF ANY CONDITIONS THAT MIGHT OF CUSHION EDGED TILE TO DEPTH OF CUSHION. FILL GAPS AND SKIPS, AND RETOOL. TOLERANCES. B. ACCURATELY FIT AND SECURE JOINTS AND INTERSECTIONS. MAKE JOINTS FLUSH, HAIRLINE, AND INTERFERE WITH SATISFACTORY INSTALLATION. /� DIVISION 10 SPECIALTIES I. PROTECT ALUMINUM MEMBERS IN CONTACT WITH MASONRY, STEEL, CONGFETE, OR DISSIMILAR MATERIALS USING NYLON PADS OR BITUMINOUS COATING. WEATHERTIGHT. B. INSPECT ALL GLASS IMMEDIATELY BEFOER INSTALLATION. REJECT ANY UNLABELED, EDGE -DAMAGED, SCRATCHED, OR MIS -SIZED PIECES. LEAVE MANUFACTURER'S LABELS ATTACHED UNTIL THE ARCHITEC 1.03 CLEANING A UPON COMPLETION OF THE PLACEMENT AND GROUTING, CLEAN TILE SURFACE SO THAT THEY ARE FREE OF 2. SHIM AND BRACE ALUMINALUMINUMM SYSTEM BEFORE ANCHORING TO STRUCTURE. C. FABRICATE IN LARGEST PRACTICAL UNITS. DIRECTS THAT THEY CAN BE REMOVED, FOREIGN MATTER REMOVE LATEX-PORTLAND CEMENT GROUT RESIDUE FROM TILE AS SOON AS POSSIBLE C. INSTALL AS PER MAUNFACTURER'S INSTRUCTIONS AND THE STANDARDS OF THE FLAT GLASS MARKETING UNGLAZED TILE MAY BE CLEANED WITH ACID SOLUTIONS ONLY WHEN PERMITTED BY TILE AND GROUT D. CONCEAL FASTENERS AND ATTACHMENTS FROM VIEW. ASSOCIATION. MANUFACTURER'S PRINTED INSTRUCTIONS, BUT SOONER THAN 14 DAYS AFTER INSTALLATION. FLUSH SURFACE 305 FIELD QUALITY CONTROL A MANUFACTURER'S FIELD SERVICES: UPON OWNER'S REQUEST, PROVIDE MANUFACTURER'S FIELD SERVICE E. FABRICATE ALUMINUM COMPONENTS WITH INTEGRAL LOW CONDUCTANCE THERMAL BARRIER LOCATED D. MAINTAIN THE HIGHEST STANDARDS OF INSTALLATION AND CONSISTENCY IN APPLICATION AND APPEARANCE. WITH CLEAN WATER BEFORE AND AFTER CLEANING. NONE SPECIFIED CONSISTING OF PRODUCT USE RECOMMENDATIONS AND PERIODIC SITE VISIT FOR INSPECTION IN ACCORDANCE BETWEEN EXTERIOR AND INTERIOR EXPOSED COMPONENTS THAT ELIMINATES METAL -TO -METAL INSTALL SETTING BLOCKS AND SPACERS, GASKETS, AND FELTS EXACTLY AS DIRECTED BY MANUFACTURER END OF SECTION 09300 WITH MANUFACTURER'S INSTRUCTIONS. CONTACT. SUPPORT GLASS FIRMLY AND EVENLY WITH SETTING BLOCKS. KEEP GLASS COMPLETELY SEPARATED FROM ANY MATERIAL OTHER THAN CUSHIONING STOPS, SPACERS, GASKETS, ETC. INSTALL GLASS TO MAINTAIN SECTION 09811 ACOUSTIC CEILINGS DIVISION 11 EQUIPMENT 3.06 ADJUSTING AND GLEANING F DOORS: UNIFORM APPEARANCE IN SURFACES. DO NOT VARY GLAZING MATERIALS EXCEPT AS APPROVED OR PANEL A. ADJUSTING: ADJUST SWING DOORS FOR OPERATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. I. MECHANICALLY FASTENED AND WELDED CORNER CONSTRUCTION. DIRECTED BY THE ARCHITECT. SEE SHEET Alb EQUIPMENT FLOOR PLAN CLEANING: THE GENERAL CONTRACTOR SHALL CLEAN INSTALLED PRODUCTS IN ACCORDANCE WITH 2. FABRICATE STILES AND RAILS OF MINIMUM 0.188 INCH THICK EXTRUSIONS AND GLASS STOPS FROM E. INSTALL SEALANTS TO PROVIDE COMPLETE BOND AND TO ASSURE WATER WILL WASH AWAY FROM GLASS. PART 1 GENERAL - MANUFACTURER'S INSTRUCTIONS PRIOR TO OWNER'S ACCEPTANCE, AND REMOVE CONSTRUCTION DEBRIS FROM MINIMUM 0050 INCH THICK EXTRUSIONS. PROVIDE PRECISE MITER CUTS OR OTHER DIRECT JOINTS WHERE DETAILED. SEAL MITER JOINTS AND OTHER PROJECT SITE. LEGALLY DISP05E OF DEBRIS. 3. PROVIDE WEATHERSTRIPPING AT DOOR HEAD, JAMBS, MEETING STILES, AND SILLS, JOINTS SO THEY ARE COMPLETELY AIRAND WATER TIGHT. IDI GENERAL PROTECTION: THE GENERAL CONTRACTOR SHALL PROTECT THE INSTALLED PRODUCT'S FINISH SURFACES FROM 4. PREPARE WITH INTERNAL REINFORCEMENTS FOR DOOR HARDWARE. A COORDINATE LAYOUT AND INSTALLATION OF ACOUSTICAL CEILING UNITS AND 5U6PEN6ION SYSTEM DAMAGE DURING CONSTRUCTION. 3D3 PROTECTION AFTER INSTALLATION COMPPONENTS WITH OTHER CONSTRUCTION THAT PENETRATES CEILINGS OR IS SUPPORTED BY THEM, t Q' ' Q DIVISION 12 1`URNIS�-IINCS END OF SECTION 08410 2b FINISHES A PROTECT GLASS AFTER INSTALLATION WITH SAFTEY STRIPS AND WARNING MARKERS. KEEP SAFTEY STRIPS AND INCLUDING LIGHT FIXTURES AND HVAC EQUIPMENT. . WARNING MARKERS OFF THE GLASS SURFACE TO AVOID STAINING OR MARRING THE SURFACE. PROTECT METAL SEE ID SHEETS SECTION 08110 FINISH HARDWARE A ALUMINUM: AAMA 611, ARCHITECTURAL. CLASS I ANODIZED TO O.0001 INCH MINIMUM THICKNESS, CLEAR PARTS FROM DAMAGE AFTER INSTALLATION. 1.02 MINERAL -FIBER ACOUSTICAL PANELS PART 1 GENERAL A PROVIDE ACOUSTICAL PANELS AS SPECIFIED ON SHEET IDI - FINISH SCHEDULE$, 24 INCHES B7 24 INCHES PART 3 EXECUTION 3D4 CLEANING BY 3/4 INCHES THICK SQUARE EDGE. REFER TO DRAWINGS FOR COLOR SELECTION AND LIMITS OF TILE IDI GENERAL A OBTAIN EACH TYPE OF AS SPECIFIED IN THE DOOR/4ARDWARE SCHEDULE HARDWARE FROM A SINGLE 3.1 INSTALLATION A CLEAN ALL GLASS AT THE CONCLUSION OF THE INTERIOR WORK, OR WHEN DIRECTED BY THE ARCHITECT. CLEAN ALL GLASS WITH GLEANER, CLEANING MATERIALS, AND METHODS I2ECOMMENED BY THE MANUFACTURER INSTALLATION. B. INSTALL IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. ARRANGE ACOUSTICAL UNITS AND TILES FOR A UNIFORM APPEARANCE. .� tQ �y � `' Q �y � Qpr� CONSTRUCTION DIVISION 1�71V1� 13 SPECIAL VV1��7TIV1�1 AL MANUFACTURER, ALTHOUGH SEVERAL MAY BE INDICATED AS OFFERING PRODUCTS COMPLYING WITH THE CLEAN ALL GLASS COMPLETLY CLEAR OF STREAKS OR SPOT ORIENT DIRECTIONAL PATTERN OF REST PANELS ON REQUIREMENTS. A INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SHOP DRAWINGS. B. ANY GLASS THAT IS SCRATCHED OR DAMAGED DURING CLEANING WILL BE REPLACED AT THE CONTRACTOR'S FLANGES OR INVERTED TEES WITH TILE UNITS FITTING NEATLY AGAINST BUTTING SURFACE AND SUPPORT BY NONE SPECIFIED B. FURNISH ALL HARDWARE, IN THEIR ORIGINAL PACKAGING, COMPLETE WITH ACCE50RIES OF PROPER SIZE AND EXPENSE. WALL ANGLES DESIGN REQUIRED FOR THE PURPOSE FOR WHICH THEY An TO BE USED AND WITH ALL SCREWS, SHIELDS, AND B. INSTALL COMPONENTS PLUMB AND LEVEL, IN PROPER PLANE, FREE FROM WARP AND TWIST. OTHER ANCHORAGE DEVICES NECESSARY FOR A COMPLETE INSTALLATION. HARDWARE SCHEDULE SHOWN C. PROVIDE OWNER WITH MANUFACTURER'S INSTRUCTIONS FOR CLEANING. 1.03 GYPSUM -BASE PANELS WITH VINYL MEMBRANE -FACED OVERLAY ON THE DRAWINGS. C. ANCHOR TO SUPPORTING CONSTRUCTION. 3D5 REPAIR AND REPLACEMENT A PROVIDE PANELS AS SPECIFIED ON SHEET IDI - FINISH SCHEDULES, 24 INCHES BY 48 NCHES BY 1/2" THICK, C. INSTALL EACH HARDWARE ITEM IN COMPLIANCE WITH THE NATIONAL BUILDERS HARDWARE ASSOCIATION AND A REMOVE AND REPLACE ANY DAMAGE GLASS AND GLAZING. INSTALL, PROTECT, AND CLEAN REPLACEMENT 03210 "STIPPLE WHITE." (TO BE INSTALLED AT FOOD PREP. AREAS) �1 /� `��/ SYSTEMS DIVISION 14 E IN� S S E THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WHEREVER CUTTING AND FITTING IS REQUIRED TO D. SET THRESHOLDS AND SILL MEMBERS EXPOSED TO WEATHER IN MASTIC AND SECURE. B• INSTALL IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. ARRANGE ACOUSTICAL VON 1� 1 I I 1S INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED IN ANOTHER GLASS AS SPECIFIED ABOVE. UNITS AND ORIENT DIRECTIONAL PATTERN OF TILES FOR A UNIFORM APPEARANCE. REST PANELS ON NONE SPECIFIED WAY, COORDINATED REMOVAL, STORAGE, AND REINSTALLATION OR APPLICATION OF SURFACE PROTECTIONS E. INSTALL HARDWARE USING TEMPLATES PROVIDED BY MANUFACTURER FLANGES OR INVERTED TEES WITH TILE UNITS FITTING NEATLY AGAINST BUTTING SURFACE SUPPORTED BY WITH FINISHING WORK END OF SECTION 98800 WALL ANGLES. D. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT F. INSTALL GLASS AND ACCESSORIES IN ACCORDANCE WITH SECTION 988000. SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL AND COUNTERSINK UNITS NOT G. INSTALLATION TOLERANCES: ID4 METAL SUSPENSION SYSTEM FASTENERS. SPACE AND ANCHORS ACCORDANCE WITH ND IN RILL I. MAXIMUM VARIATION FROM PLUMB OR LEVEL: I/8 INCH IN 3 FEET OR I/4 INCH IN ANY 10 FEET, PROVIDE SYSTEM AS A DOUBLE WEB, INTEF41ED ATE DUTYY((ASTM C635)ELLECCTR ALVANIZED, COLD -ROLLED STEEL,15/I6 INCHES DIVISION 15 MECHANICAL SOTRRY STANDARDDS�SETATNHRESHOLDS FOR EXTERIOR DOORS BED OF BU YT LNWACCOR OF WHICHEVER IS LESS. POLYIOSBUTYLENE MASTIC SEALANT. 2. MAXIMUM MISALIGNMENT MEMBERS ABUTTING END END: IINCH. WIDE, CAPPED BOTTOM FLANGE. WHITE IN COLOR SYSTEM TO INCLUDE ALL CROSS TEES, BRIDGING TREES, SEE MECHANICAL DRAWINGS E. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION. 3. SEALANT SPACE BETWEENN ONSTRUCTION: I/2 INCH PLUS OR FRAMING MEMBERS AND ADJACENT CONSTRUCTION: D INTERSECTION CLIPS, SPLICES, COMPLETE EXPOSED GRID SYSTEM. REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE MINUS I/8 INCH. B. LAY OUT PATTERN IN ACCORDANCE WITH THE DRAWINGS, LEVEL, TRUE TO PLANE, AND AT THE REQUIRED MADE. INSTRUCT OWNERS IN PROPER ADJUSTMENT AND MAINTENANCE OF HARDWARE DURING ELEVATION. FRAME AROUND ALL OPENINGS IN CEILING LIGHTS AND GRILLES WITH MAIN RUNNERS. HANGERS FINAL ADJUSTMENT. 32 ADJUSTING ARE TO BE SPACED At 4'-0" ON CENTER MAXIMUM, PROVIDE ADDITIONAL HANGERS AS REQUIRED TO ID2 KEYING SUPPORT LIGHT RES AND WVAC REGISTERSOINTERFERENCES CT WWORK /�' DIVISION * ELECTRICAL A KEYING SHALL BE PER THE OWNERS REQUIREMENTS. TAG KEYS AND PROVIDE TO OWNER AT SUBSTANTIAL A ADJUST HARDWARE FOR SMOOTH OPERATION C. SECURES WIRES BY LOOPING AND WIRE -TYING, EI� DIRECTLGRILLES Y OR TOINSERTS, COMPLETION SCREWS, OR OTHER DEVICES APPROPRIATE FOR SUBSTRATE. SCREW ATTACH EDGE MOLDINGS TO SEE ELECTRICAL DRAWINCxS I03 GUARANTEE B. ADJUST DOORS 70 OPERATE WITH MAXIMUM OPENING FORCES3/41N ACCORDANCE WITH APPLICABLE SUBSTRATE At INTERVALS NOT OVER 16 INCHES ON CENTER AND NOT MORE THAN 3 INCHES FROM ENDS.LEVEL A PROVIDE ONE-YEAR GUARANTEE FOR ALL HARDWARE. PERIOD OF GUARANTEE SHALL BEGIN FROM DATE OF ACCESSIBILITY CODE. GRID TO A TOLERANCE OF I/81NCH IN 12 FEET. • OWNER'S ACCEPTANCE. C. TOUCH UP MINOR SCRATCHES AND ABRASIONS TO MATCH ORIGINAL FINISH. . END OF SECTION OS511 END OF SECTION 08-110 D. ADJUST WEATHERSTRIPPING TO CONTACT APPROPRIATE SURFACES AND FORM WEATHER SEAL. END OF SPECIFICATIONS END OF SECTION REVISIONS BY -fi , .� ,n J M :V �. J-1� _ � �~ _ " ti -- - n I-u _ ti ri "V - 1 `J �� - o - u2 u :I . " = L, �I . ti > <. , . _ . - 1 3 ti � 3 3 r- 3 ._� - • - ,_ D r-� _�E ti o �ti �.� �---• Z �� . , • -, - U �._ w % 11Ili 0 r� -1 I ^ e `" - , . y A I 1. ... �i : =, . . v • 1 * �, .s s 1 L � .. tee•. �_.,- a.. 0 -7 L O N C O a a -a C -0 •L O (1)_ � in m iz o .L. m v vi O _ w Q � s -v It -C N a N I` O .C: N c Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: DC Job: 15-50 Sheet N2 \ \ r III Fri 1 F _1 r IT T 1 I I I II I I I I — LL—Jy— — I I II II I I I I I I II I II II I FT - ILL—J I I I - I I II II I I I I I II ' I II II II I I I I I I I j,III I I I I I I I I I I i I,,; II II I I I I I III I I I I j II II I L----� I II II I-------� I II II I _J F I� J I I I r � I I , IUI L� r I r-i I I I-y I I I I I I II II II II I j I I I I I I I I I I I I I �� -- IL — J L J ------------------------------------------------------------------------------------------------- I I I I OFLUM51NG FIXTURE `>CHEMLE SCALE: NONE LABEL FIXTURE W V CW HW DESCRIPTIONS P-1 WATER CLOSET 3" 2" 1/2" - TOTO MODEL C5T114EL"01 WHITE ELONGATED HANDICAPPED HANDICAPPED 128 GALLON FLUSH WATER CLOSET OL50NITE n5 WHITE SEAT, CP STOP AND SUPPLY. P-2 HANDICAPPED 11/2" 2" I/2" I/2" TOTO MODEL LT301.4"01 WALL HUNG LAV LAVATORY DELTA 523LF-HGMHDF SINGLE LEVER FAUCET, 20 GAUGE CP P-TRAP LESS CLEANOUT, GRI912-A GP STOPS AND SUPPLIES. HS HAND SINK 11/2" 2" I/2" 1/2" HAND SINK - PROVIDED BY KITCHEN WALL MOUNTED EQUIPMENT SUPPLIER AND INSTALLED BY PLUMBING CONTRACTOR. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL POWERS HYDROGUARD SERIES 450 THERMOSTATIC TEMPERING VALVE WITH CHECK STOPS (AS REQUIRED BY STATE/LOCAL CODE) TO SUPPLY TEMPERED WATER AT 105•F FOR HAND SINK. LOCATE TEMPERING VALVE ON WALL UNDERNEATH HAND SINK. REFER TO KITCHEN EQUIPMENT DRAWINGS FOR PLUMBING ROUGH -IN SCHEDULE AND FOR ADDITIONAL WORK TO BE FURNISHED AND INSTALLED BY 1HE PLUMBING CONTRACTOR ALL ROUGH -IN AND FINAL CONNECTIONS TO KITCHEN EQUIPMENT SHALL 13E MADE BY THE PLUMBING CONTRACTOR FLUM51NG GENERAL NOTES L THE PLUMBING CONTRACTOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO VERIFY ALL EXISTING LOCATIONS, SLOPES AND INVERTS OF EXISTING SANITARY PIPING INCLUDING CONNECTION POINTS FOR NEW PIPING TO EXISTING. ALSO, VERIFY LOCATION AND CONNECTION POINT TO THE EXISTING DOMESTIC WATER LINE. 2, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC WITH DRAINAGE PATTERN FITTINGS OR CAST IRON. 3. DOMESTIC WATER PIPING SHALL BE TYPE 'L' COPPER WITH 95/5 SOLDERED FITTINGS. PROVIDE WATER HAMMER ARRESTORS EQUAL TO JAY R SMITH AT EACH FIXTURE GROUP, IN ACCORDANCE WITH CODE. CPVC WATER PIPING MAY BE USED IIF ACCEPTED BY LOCAL AUTHORITY. 4. SLOPE WASTE LINES 3" AND LARGER ATYa"PER FOOT. LINES SMALLER THAN 3" SHALL BE SLOPED AT Y4" PER FOOT. 5. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 2" WALL ARMAFLEX OR EQUIVALENT INSULATION. ro. PROVIDE ISOLATION VALVES AT ALL FIXTURES. FIXTURES SHALL BE CHROME FINISH EQUAL TO BRASSCRAFT. 1. INSTALLATION OF ALL PLUMBING FIXTURES, PIPING, COMPONENTS AND PERIPHERALS SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS, STANDARDS AND ORDINANCES. 0. ALL SLAB CUTTING AND CONCRETE FILL SHALL BE BY THE GENERAL CONTRACTOR UNLESS CLARIFIED OTHERWISE PRIOR TO BID. 9, TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY THE PLUMBING SUBCONTRACTOR AND WITNESSED BY THE BUILDING DEPARTMENT INSPECTOR. POTABLE HOT AND COLD WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 125 PSIG FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. 10, PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH THREADED ROD SUPPORT FROM STRUCTURE ABOVE EQUAL TO GRINNELL. DISTANCE BETWEEN SUPPORTS SHALL BE PER FBC - PLUMBING TABLE 305.5. 11. INSULATE TRAY, TRAP AND APPLICABLE WATER PIPING BELOW ALL HANDICAPPED LAVATORIES WITH TRUEBRO "LAVGUARD" OR OTHER APPROVED SYSTEM. 12, PROVIDE WALL CARRIERS AT ALL WALL -HUNG FIXTURES. CARRIERS SHALL BY FIXTURE MANUFACTURER OR EQUAL TO ZURN. 13. DEVIATION FROM MATERIALS, METHODS, OR PROCEDURES SET FORTH HEREIN MUST BE APPROVED, IN WRITING, BY ENGINEER PRIOR TO SUBMISSION OF BID, ORDER, FABRICATION OR INSTALLATION. 14. ANY AND ALL QUESTIONS AS TO THE INTENT OF OR PROCEDURES SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBMISSION OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF THE PLANS SHALL NOT JUSTIFY ANY CLAIMS OR ADDITIONAL COMPENSATION. O FLUM51NG FLAN - DEMOLITION O 5ANITARY RISERS SCALE: 3/1Co" = 1'-0" KEYED NOTES: O SCALE: NONE ® EXISTING PLUMBING FIXTURE TO BE DEMOLISHED. DURING DEMO PROCESS VERIFY THE INVERT, SIZE AND FLOW DIRECTION OF THE ® EXISTING SANITARY PIPING. EXISTING WATER PIPING TO BE -C." NN® CAPPED IN WALL FOR FUTURE USE CONNECT NEW HOT AND COLD WATER PIPES FROM NEW FIXTURES TO EXISTING HOT AND COLD WATER PIPES, VERIFY SIZE AND LOCATION PRIOR TO INSTALLING NEW 2�� i i xl5'f-` i PIPING. I5T IE ® EXTEND NEW 3" SANITARY TO EXISTING AT PREVIOUS. VERIFY I�� i21� ITT, PIPING SIZE AND INVERT DURING DEMOLITION PROCESS. u ROUTE INDIRECT WASTE FROM SODA FOUNTAIN AND HAND -- - - - — I SINK TO EXISTING NUB DRAIN. -- - - -- - `,/ 3 - - - - VERIFY EXISTING LOCATION OF VENT SYSTEM. 1 I CONNECT NEW 11/2" SANITARY FROM NEW LAV TO EXISTING STACK FROM EXISTING LAV OR EXISTING URINAL, O ® WHICHEVER HAS VENT STACK. P I P I EXISTING HUB s"- P-2 P-2 a s' DRAIN. ® CONNECT NEW 1/2" HW B CW FROM EXISTING PIPING IN THE 2„VICINITY. --� INDIRECT WASTE -IY 145AN SOFA INTO �I Ii "'' �_ ' PREP -- — D Ti FOUNTAIN NTA HE) ,mil Rk4 I II �I I II VI7Ci4EN FLUM51NG LEGEND - I II GOLD WATER ----------- HOT WATER ---------------- I i SANITARY R GREASE WASTE (GW) GW J SANITARY VENT ------------------ _ - - r�----� i^----- i I I I I I I O MLE:LUM51NG FLAN - RENOVATION 3/16" = 1'-0" REVISIONS BY f. u 00 ~� U CD M • L M N 0 Q L E a� ro N u U �J N 'A c /\ N C 0- Cz. .� o U _ V • N .� v F Q —, 0 ao 3 3 3 CN 3 ►�• p � N ti : 6 s r° C`Q Q Ewl �zx v� UO � �EWi W rz 2— w aQatx_ 0ocn-w� l 0 0ppp00 0006a", 0 d 00 O°o 0 PIE , ° ° ` '°L! 6TATE OF ° o ♦s��� 000 00 ooaa000pppit) 00 N O I, m N 4 - Z N O O — "LID NZ V) (yi O N U A) O v0i 0 O d 1 WL`• ❑ � � J aqi ammo i � M N ILL O) N O 0 00 N T N 2) N C IN 0 W r O (n � U d OU L 0 Vl C 0 > �L 0 m o m v (0) s Q _ W r ^ m a N L 0 L m t C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: BMD Job: 15-50 Sheet P1 0 rT-- O i IL I I --I--- -r L----------- ====JJ I rr-_I I 111 I I 11 I LL_J I I I I I I I I I I I I I I R---P I\ /I i� I ® R---a I\ /I I i� I ® R---r I\ /I I i� I ® 1111 I� I'---- III I , �j I♦ /I L� I „ I I _ I I rr , I - I/ ♦I I/ ♦I I/ ♦I 111 I I/ ♦I 1LL J I r---y I �---1t �[---y II 11 II II II II II II II I �---y I I I I - I I I I I I 1 I � II II 11 II II II II II II I I I I I I I I I L J I I I -V/\\ I �% r- r -2-y II ILill I �9J1 I r---y tC---r tC---T r--- 7r --- r I ri C i I F I I I I 1 I I I I I I I II II II II I 1 1 ----------- ------------------------------- MN-SPLF AR HANDLER SCHEDULE MARK MANUFACTURER MODEL NUMBER CFM BTUH FAN FLA MCA/ MOCP ELECTRICAL DATA NOTES AHU-1 MITSUBISHI MS-A09WA 230 9,000 0.95 1.2/15 115V. 1 PH. 1-3 MN-SP'Lff CONDENSER" SCHEDULE MARK MANUFACTURER MODEL NUMBER NOM. TONS COMPRESSCR FR L- �� ELECTRICAL DAT MCA/ MOCP EER/ SEER NOTES CU-1 MITSUBISHI MU-A09WA .75 9.3 208/23OV. 1 PH. 14/15 13 1,2,4 1. HVAC CONTRACTOR SHALL COORDINATE ELECTRICAL DATA WITH ELECTRICAL CONTRACTOR PRIOR TO EQUIPMENT ORDER. 2. PROVIDE FACTORY WIRELESS CONTROL REMOTE 3. COORDINATE REFRIGERANT LINE SIZES WITH CARRIER BASED ON TOTAL DEVELOPED LENGTH. 4. PROVIDE LIQUID LINE FILTER DRYER. 1" IINI SPLIT SCHEDULE MARK MANUFACTURER MODEL' SIZE CFM NECK LOCATION MATERIAL NOTES: A PRICE ASCD 24 X 24 SEE PLAN 5EE PLAN CEILING ALUMINUM 1,2 B PRICE 630 24 X 24 5EE PLAN 24 x 24 CEILING ALUMINUM 1,2,3 C PRICE ACV[) 10 X 6 SEE PLAN 10 x 6 CEILING ALUMINUM 1,2,4,5 - PROVIDE PLASTER FRAME FOR ALL GRILLES IN GYP CEILING. /400/I0"RND J NOTES: SIZE THROW CFM NECK/FLEX CONNECTION 51ZE I. PROVIDE MANUAL VOLUME DAMPER AT MAIN TRUNK FOR BALANCING. 2. DIFFUSER FINISH SHALL BE OFF-WHITE. 3. PATTERN SHALL BE 45 DEGREE FIXED BLADE, 3/4" SPACING. 4. PROVIDE PRE-FAB R-6 INSULATED GRILLE BOX WITH TAB COLLAR 5. GRILLE FACE SHALL BE ADJUSTABLE CURVED BLADE. NO STAMPED GRILLES ACCEPTED. AIR DI5TRI5UTION SCHEDULE 1ARK MANUFACTURER MODEL C.F.M. R.PT I. 50NES S.P. WATTS VOLTS PN. NOTE :F-1 GREENHECK G-12sa 50 120) :?.2 .25 1 35 1120V. NOTES: I. PROVIDE BACKDRAFT DAMPER. 2, FACTORY PLUG DISCONNECT. 3. EXTEND TO DISCHARGE POINT AS SHOWN ON MI. 4. FAN SHALL BE CONTROLLED BY ROOM -IGHT SWITCH. HVAC; GENERAL NOTES 1. DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO FABRICATION AND INSTALLATION. ALL NEW DUCTWORK SHALL BE INTERNALLY LINED R-6 GALVANIZED SHEET METAL DUCT. COORDINATE DUCTS WITH STRUCTURE PRIOR TO INSTALLATION. ALL DUCT SHALL BE CONSTRUCTED AND INSTALLED PER SMACNA REQUIREMENTS, DUCT SHALL BE PAINTED BY THE GENERAL CONTRACTOR. 2. ALL FLEXIBLE DUCT CONNECTIONS SHALL BE CLASS ONE TYPE. PROVIDE TAB COLLARS AT MAIN DUCT WITH MANUAL VOLUME DAMPER WITH LOCKING QUADRANT. 3. INSTALL HOOD SUPPLY FAN DUCTWORK AT THE HIGHEST LEVEL POSSIBLE. COORDINATE WITH STRUCTURE PRIOR TO FABRICATION AND INSTALLATION. 4. ALL ROOF AND WALL PENETRATIONS SHALL BE PROVIDED AND SEALED BY THE GENERAL CONTRACTOR 5. CONTRACTOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO TO VERIFY EXISTING CONDITIONS, DOWN DUCTS AND EQUIPMENT. 6. DEVIATION FROM MATERIALS, METHODS, OR PROCEDURES SET FORTH HEREIN MUST BE APPROVED, IN WRITING, BY ENGINEER PRIOR TO SUBMISSION OF BID, ORDER, FABRICATION OR INSTALLATION. 1. ANY AND ALL QUESTIONS AS TO THE INTENT OF OR PROCEDURES SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBMISSION OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF THE PLANS SHALL NOT JUSTIFY ANY CLANS OR ADDITIONAL COMPENSATION. 8. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES' AND ORDINANCES. S. THE HVAC CONTRACTOR SHALL COORDINATE ALL EQUIPMENT, DUCT, PIPING, LOUVERS, DIFFUSERS, ETC. INCLUDING LOCATIONS AND CLEARANCES, WITH ALL OTHER TRADES ON PROJECT IN PRE -CONSTRUCTION MEETING, PRIOR TO ANY ORDER, FABRICATION OR INSTALLATION. 10.5UPPLY DUCTWORK SHALL BE CONSTRUCTED, FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA REQUIREMENTS FOR A P POSITIVE PRESSURE CLASSIFICATION. 11. RETURN AND EXHAUST DUCTWORK SHALL BE CONSTRUCTED, FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA REQUIREMENTS FOR A P NEGATIVE STATIC PRESSURE. 12. ALL EXHAUST FAN DISCHARGES AND PLUMBING VENTS SHALL BE A MINIMUM OF 10'-0" FROM FRESH -AIR INTAKES. COORDINATE WITH PLUMBING PLANS PRIOR TO INSTALLATION. 13. THE MECHANICAL CONTRACTOR SHALL BALANCE ALL SYSTEMS TO WITHIN TEN PERCENT OF DESIGN VALUES SPECIFIED HEREIN. I 101 EXISTINC�lIMECHANICAL PLAN I FAN SCHEDULE I O I KEYED NOTES: INSTALL AHU-1 AT 12" BELOW FINISHED CEILING AND EXTEND CONDENSATE DRAIN TO EXTERIOR OF BUILDING IN LINE GCT EXTEND CONDENSATE TO LANDSCAPE AREA MINIMUM 12" FROM BUILDING OR PROVIDE DRYWELL IF NO APPROVED GIIGCAP=a =-ICT /MI IIILII/ LI TP EXTERNAL INSULATION SHEET METAL DUCT. EXISTING OPENING. SHEET METAL PATGH,� WITH INSULATION, 1-1/2" LARGER THAN OPENING ON ALL SIDES. 1/2'' TAP SGREWS, EVERT- 4'' OR MIN. 2 PER SIDE, WHIGHEVER IS GRE:ATER.-----� RUBBER GASKET (WRAPPED --/' DUCT ONLY) TO SEAL OPENING, NOTES: 1. FOR LINED DUCT, PATCH 6I4)ULD HAVE INSULATION ON INSIDE OVER ENTIRE PATCH. THIS WILL AC-T AS A GASKET TO SEAL OPENINc3. 2. SEAL PERIMETER OF PATCH WITH MASTIC. 101 DUCT PATCH DET,41L NE I ®EXISTING KITCHEN A/C SYSTEM TO REMAIN. ADJUST EXISTING SUPPLY AIR DIFFUSER 4 EXISTING RETURN AIR GRILLE LOCATIONS WITH NEW CEILING SYSTEM. ® REMOVE AND REPLACE EXISTING SUPPLY AIR DIFFUSER PER SCHEDULE. EXISTING SUPPLY DIFFUSERS TO BE RELOCATED AS NEEDED FOR NEW CEILING GRID. ® REMOVE AND REPLACE EXISTING RETURN AIR GRILLE PER SCHEDULE. NEW RETURN GRILLE TO BE REINSTALLED IN SAME LOCATION AS PREVIOUS GRILLE. ® EXISTING RETURN GRILLE TO BE REPLACED IN NEW LOCATION AS INDICATED ON RENOVATION PLAN. CAP AND SEAL RETURN AIR DUCTWORK AS REQUIRED PER DETAIL ON SHEET M2 AND EXTEND NEW FLEX FROM UNIT RETURN MAIN DUCT TO NEW GRILLE LOCATION. ® REMOVE EXISTING RESTROOM EXHAUST AND RELATED ACCESSORIES. GAP EXISTING WALL OR ROOF CAP (TYPICAL). FIELD VERIFY. REFER TO SCHEDULE FOR REPLACEMENT. �p PROVIDE NEW EXHAUST FAN AND EXTEND NEW DUCT TO EXISTING DUCT CONNECTED TO ROOF GOOSENECK. FIELD VERIFY LOCATION AND REUSED EXISTING CONNECTIONS AT MAIN DOWN DUCT IF POSSIBLE. ®NEW RETURN AIR GRILLE. CONNECT NEW 16"0 FLEX TO EXISTING RETURN AIR MAIN DUCT. ® PROVIDE SURFACE MOUNT FRAME FOR GYP CEILING INSTALLATION, 0� PROVIDE NEW LETTER "C" GRILLE AT OFFICE AND EXTEND 6"� FLEX TO SUPPLY DUCT NEAR THIS LOCATION. FIELD VERIFY LOCATION OF ALL DUCTS PRIOR TO BID SUBMISSION. HVAC; LEGEND CEILING SUPPLY DIFFUSER CEILING RETURN Fol CEILING EXHAUST FAN THEW05TAT SMOKE DETECTOR VOLUME DAMPER NMI I O O O NEW RIGID DUCT DUCTSOX _______ GLASS I FLEXIBLE DUCT 101 MECHANICAL RENOVATION PLAN ROUND TO SQUARE SCALE: 3/16" = 1'-0" REVISIONS BY 00 N 00 co Y m N CD c�00 E a,coti° = ti v U E cxC �� o td n m o .� ti Q o - CO 3 ozr• •/ p � EO i~ h0. Cn w� . xz�(30 ¢zzw z o E_ > O a f -7 rrzHo J 00o p0 OOppOo 00 000q 7?� o o° o ° ° ° ° o �° ®' 000 gyp° ° o E 1,0 o o 9-15 a ®� o � p'o0 ODO °o°° oI..o. D000 °00 000�0 ��� DO No Um LD i ? -rZ ° N 0 D Z U L 0Z I�.0 2 / \ 0 0 v) 0 O , J �0mmo ILL -p N CO D U cc, T C n ° ° 8- (f) LL U a i O Vl C O v � � v �L OC > (D V ) m �y o v rn Im � m s W Q to L t � a c ^ m v N L O m C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: BMD Job: 15-50 Sheet m 1 I J-BG FOR EX SIGNAGE CIRGUIT VIA LC FIXTURE SCHEDULE ,SYM MANUFACTURER CATALOG NUMBER LAMPS MTG. DESCRIPTION D JUNO LIGHTING CH8-2180-850C-WH 2- CFQ18W/ RECESSED RECESSED DOWNLIGHT NATIONAL ACCOUNT: E.sAMJONES CONTACT: KEVIN PRICE G2402 12.700K NATIONAL ACCOUNT. E.SAM JONES LIGHTING ALLOWANCE CALCULATION CONTACT: KEVIN PRICE. PHONE: 1-800-624-9849 2010 FBC CHAPTER 5 WATTAGE TOTAL ACTUAL P1 KAREN CLEGG 42046OZ 1 -VINTAGE PENDANT PENDANT DECORATIVE LIGHT FIXTURE SQUIRREL CAGE FILAMENT BULB NATIONAL ACCOUNT: E.SAM JONES ALLOWED PER WATTAGE BALLAST BALLAST WATTAGE ROOM NAME AREA SQUARE FOOT ALLOWED LAMP TYPE QUANTITY WATTAGE USED P2 KAREN CLEGG 78200 1 - 100W PENDANT PENDANT DECORATIVE LIGHT FIXTURE DINING AREA 1456 2.1 30S7.6 2-18W CFL 23 39 897! 1-100W 10 100 1000 5-40W 4 200 800 W TECH LIGHTING LYNN SCONCE 70OBCLYNNWZ 5 - 40W G9 WALL WALL DECORATIVE LIGHT FIXTURE HALOGEN FOOD PREP 875 1.2 1050 3-32W T8 15 85 1275 A LITHONIA LIGHTING REAL6C-DI-MW-1000L-0.95SC-120- 14.2 LED RECESSED EXTERIOR RECESSED DOWNLIGH WITH WHITE -6VL-PFMW-ISH BY MFR TRIM RING (PAINT TO MATCH DECOR) OFFICE 38 1.1 41.8 3-32W T8 1 85 85 NATIONAL ACCOUNT: E.SAM JONES CONTACT: KEVIN PRICE, PHONE: 1-800-624-9849 RESTROOMS 115 0.9 103.5 3-32W T8 2 85 170 F1 LITHONIA LIGHTING 2SP8-G-2-U316-Al2-MVOLT-GEB101S 2 - 32W T8 RECESSED 2' X 2' FLUORESCENT TROFFER WITH STEEL HOUSING AND DOOR FRAME FULLY GASKETED 3,000K NATIONAL ACCOUNT: E.SAM JONES TOTALS 2484 4252.9 4227 CONTACT: KEVIN PRICE, PHONE: 1-800-624-9849 COMF LIES BY 25.9 F2 LITHONIA LIGHTING 2SP8-G-3-32-Al2-MVOLT-GEB101S 3 - 32W T8 RECESSED 2' X 4' FLUORESCENT TROFFER WITH STEEL 3.000K HOUSING AND DOOR FRAME FULLY GASKETED NATIONALACCOUNT: E.SAM JONES CONTROL NOTE: CONTACT: KEVIN PRICE, PHONE: 1-800-624-9849 BUILDING IS NOT LARGER THAN 5000 SQ. FEET EMI NAVILITE NIWH 2- 5AW, 6V SURFACE/ THETMOPLASTIC EMERGENCY LIGHTWITH AUTOMATIC LIGHTING CONTROL IS NOT REQUIRED BY MFR CEILING ADJUSTABLE HEADS AND LEAD CALCIUM BATTERY NATIONAL ACCOUNT: E.SAM JONES CONTACT: KEVIN PRICE, PHONE: 1-800-624-9849 EM2 TCP 207R4 2 - 5AW, 6V SURFACE GREY TWO HEAD WEATHERPROFF REMOTE LITHONIA LIGHTING BY MFR EMERGENCY EGRESS LIGHT NATIONAL ACCOUNT: E.SAM JONES CONTACT: KEVIN PRICE, PHONE: 1-800-624-9849 EM3 TCP 20784 2 - 5AW, 6V & SURFACE THERMOPLAS11C TYPE EXIT SIGN WITH ADJUSTABLE LITHONIA LIGHTING T5 WEDGE HEADS, RED LETTERS AND EM BATTERY BACK UP BY MFR NATIONAL ACCOUNT: E.SAM JONES CONTACT: KEVIN PRICE, PHONE: 1-800-624-9849 X TBD TBD 1-75W RECESSED EXTERIOR RECESSED LIGHT FIXTURE MOUNTED IN SLAB MAX IN THE SLAB COORDINATE WITH NATIONAL ACOUNTAND OWNER NATIONAL ACCOUNT E.SAM JONES CONTACT: KEVIN PRICE, PHONE: 1-800-624-9849 Y TBD TBD 1-75W WALL EXTERIOR WALL DECORATIVE LIGHT FIXTURE MAX COORDINATE WITH NATIONAL ACOUNTAND OWNER NATIONAL ACCOUNT: E.SAM JONES CONTACT: KEVIN PRICE, PHONE: 1-800-624-9849 Z TBD TBD 1-75W WALL EXTERIOR WALL DECORATIVE LIGHT FIXTURE MAX COORDINATE WITH NATIONAL ACOUNTAND OWNER NATIONALACCOUNT: E.SAM JONES CONTACT: KEVIN PRICE, PHONE: 1-800-624-9849 L Ir_:�HTING; SCHEDULE NOTES 1, PROVIDE ALL FIXTURES COMPLETE WITH LAMPS. REFER TO NATIONAL ACCOUNT SOURCE INFO FOR LAMP SPECS. 2. ALL INCANDESCENT LAMPS SHALL BE RATED 130 VOLTS. 3 ALL BALLASTS SHALL BE HIGH POWER FACTOR FLUORESCENT BALLASTS FOR T8 LAMPS TO BE ADVANCED MANUFACTURED OPTANIUM WATT MISER, EXCEPT OUTDOOR FIXTURES TO BE ZERO -DEGREE MAGNETIC BALLASTS. 41 PROVIDE HOLD DOWN CLIPS FOR EACH CORNER OF FLUORESCENT GRID TROFFERS. 5. PROVIDE ALL REQUIRED MOUNTING OR HANGING HARDWARE. 6. COORDINATE AND VERIFY ALL FIXTURE INFORMATION, TYPES AND FINAL LOCATIONS WITH THE REFLECTED CEILING PLAN. �. LAMPS SHALL BE AS MANUFACTURED BY SYLvANIA, WESTINGHOUSE, GENERAL ELECTRIC, OR APPROVED EQUAL. OL IGHTINC- FIXTURE. SCWr=0ULE J(DI L IGW ING ALLOWANCE SCALE: NOT TO SCALE SCALE: NOT TO SCALE J - BOX FOR SIG 0 ELECTRICAL LIGHTINC3 PLAN SCALE: 3/16" = P-0" KEYED NOTES DRAWING NOTES I. WALK-IN AND FREEZER LIGHTS ARE EXISTING TO REMAIN, 2, VERIFY' THE EXACT LOCATION OF SIGNS, AND FASCIA BOXES BEFORE INSTALLATION OF JUNCTION BOXES. 3- ELECTRICAL CONTRACTOR SHALL VERIFY EXACT SIGN(S) WIRING REQUIREMENTS WITH THE SIGN SUPPLIER PRIOR TO SUBMITTING A BID FOR THE ELECTRICAL_ 4. THE EXTERIOR BUILDING SIGNAGE AND LIGHTING SHALL BE ROUTED VIA LIGHTING CONTACTORS FOR AUTOMATIC 4 MANUAL CONTROL_ FILED VERIFY EXISTING CONTACTOR/S AND PROVIDE NEW LIGHTING CONTACTOR/5 IF NEEDED, COORDINATE FINAL REQUIREMENTS WITH OWNER- 5. PROVIDE DECORA OCCUPANCY SENSORS IN AREAS SHOWN. LEVITON 00D515-ID. 6, ALL "EX" EMERGENCY E EXIT LIGHTING FIXTURES SHALL BE CONNECTED AHEAD OF ROOM/AREA SWITCHING/CONTROL PER NATIONAL ELECTRICAL GODE (NEG) ARTICLE i00-12(F), -1, PROVIDE FLANGE KIT FOR RECESSED 2'X4' LIGHTS IN REST ROOMS- 0. UTILIZE EXISTING SIGNAGE BRANCH CIRCUIT FROM THE DEMOLISHED SIGNAGE FOR NEW THE BUILDING SIGNAGE (FIELD VERIFY EXACT GIRCUIT). EXTEND NEW WIRES/CONDUITS TO NEW SIGNAGE LOCATION AS NEEDED. 9- UTILIZE EXISTING EXTERIOR LIGHTING BRANCH CIRCUIT FROM THE DEMOLISHED EXTERIOR LIGHTING FOR THE NEW EXTERIOR LIGHTING (FIELD VERIFY EXACT CIRCUIT). EXTEND NEW WIRES/CONDUITS TO NEW LIGHTING FIXTURE LOCATIONS AS NEEDED. 10, THE INTERIOR LIGHTING SHALL BE ROUTED VIA EXISTING LIGHTING SWITCH BANK FOR MANUAL CONTROL. COORDINATE FINAL REQUIREMENTS WITH OWNER_ IL EXISTING LIGHT SWITCH BANK FOR INTERIOR LIGHTING CONTROL. COORDINATE FINAL REQUIREMENTS WITH OWNER, 12. EXTEND TO EXISTING LIGHTING CIRGUIT IN THIS AREA, PROVIDE NEW BRANCH CIRCUIT WIRING INDICATED WITH AN UNSWITGHED CONDUCTOR FOR ALL EMERGENCY AND EXIT LIGHTS_ THE CONTRACTOR SHALL VERIFY WITH AN AMPROBE THAT THE EXISTING CIRCUIT HAS ADEQUATE CAPACITY AND NOTIFY THE ARCHITECT IN THE EVENT OF ANY CONFLICT_ 6eNERAL NOTES GENERAL NOTES - I. PROVIDE ALL FLOURESCENT FIXTURES WITH BALLAST DISCONNECTING MEANS PER NEC: 2. "NL" DESIGNATION INDICATES FIXTURE TO BE NIGHT LIGHT, CIRCUITED HOT FOR CONTINUOUS OPERATION. 3. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE EQUIPMENT INDICATED WITHIN THESE DRAWINGS UNLESS OTHERWISE NOTED. VERIFY LOCATION AND DIMENSIONS IN THE FIELD PRIOR TO FABRICATION AND / OR INSTALLATION. 4. THE ENTIRE INSTALLATION SHALL BE GUARANTEED FREE OF DEFECTS AND CONTRACTOR SHALL REPAIR AND / OR REPLACE ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE OWNER FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY ARCHITECT OR OWNER- 5, ALL WORK SHALL BE SUBJECT TO THE ACCEPTANCE AND APPROVAL OF THE ARCHITECT AND OWNER THE ARCHITECT SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK FAILURE OF PROPER NOTIFICATION DOES NOT RELIEVE THE CONTRACTOR THE CONTRACTOR SHALL CORRECT ANY AND ALL WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE SATISFACTION OF THE ARCHITECT WITHOUT ADDITIONAL COST TO THE OWNER 6. ALL JUNCTION BOXES SHOWN ON THIS PLAN ARE TO BE INSTALLED ABOVE THE FINISHED CEILING- "T, PROVIDE WOOD BLOCKING BEHIND ALL EXTERIOR LIGHTING FIXTURES COORDINATE WITH GENERAL CONTRACTOR 8. SPEAKER AND SOUND SYSTEM TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR LOCATE VOLUME CONTROL IN THE OFFICE. SEE ARCHITECTURAL CEILING PLAN FOR EXACT LOCATION AND CONTROL. REVISIONS BY �i 7 J INN J .r J� - . = cr, ti •--• _ 2 vi W a U 06-09-15 STATE OF \. V ,`:_ � U z z . s= AAk F uJ i O %+- W C 0 } o 0 O �L C > O (1)0 m LL. aC L o in v vi N � X (rD L W -o a � � O V fV L_ 0 N t C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: IT/WR Job: 15-50 Sheet El 0 0 0 EI 7- �R 5 000 ,vim I d � ktn E0 C�j 17 (Li ALL 15 AND 20 AMP, 125 VOLT RECEPTACLES IN THE KITCHEN, 5,4R AND SERVICE AREA SHALL BE GFCI PROTECTED IN ACCORDANCE WITH NEC 210.S(5)C2). PROVIDE GFCI RECEPTACLES IN THE KITCHEN, BAR AND SERVICE AREA, PROVIDE OUTLETS IN THESE AREAS WITH STAINLESS STEEL COVERS ELECTRICAL NVAC EQUIPMENT D15CONNECT AND EEEDEF, SCHEDULE UNIT ID DESCRIPTION WIRE AND CONDUIT 51ZES DISCONNECT VOLT h� 1 1vJCA MOCP AHU- I AIR HANDLING UNIT 2 # 12 AND I # 12 E.G. IN 112" HP RATED 120 1.2 15 CU- I CONDENSING UNIT 2# 12 AND I# 1 2 E.G. IN 1 /2" 30 / 2/ 1 5/ 3R 208 14 15 R 2 111 0 0 C F_ C: I-- I-- 1__ II__ 1-, 11-- -, I A IE A-8 PNL 3 cF1 AHU-i O N 'D' ■ L� 1 / 1 1 1 F � L � EX �- EX 'ADD' 4-10,12 P 1L 0 1 PNL PNL GFA-(o 1,41 'MDP' CU-I O 0 � EX EOWE EX DIST 1BU NTE R1FER T EET E-4� L O OIELECTRICAL POUJER PLAN SCALE: 3/16 "= P -0" GENER4L PROJECT NOTES I. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WIT4 EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK_ THE SUBMISSION OF A BID WILL BE EVIDENCED THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL. NOT BE ALLOWED. 2, ALL EXISTING CIRCUITS TO REMAIN SHALL BE RECONNECTED U.HETHER INDICATED OR NOT ON PROJECT DOCUr1ENT5. 3. NEW AND EXISTING CIRCUIT DESIGNATIONS MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. FIELD VERIFY WHERE REQUIRED AND INDICATE ACTUAL CIRCUIT USED ON THE AS -BUILT DRAWINGS. 4. COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICH WOULD REQUIRE ELECTRICAL WORK (DISCONNE.CTION/RECONNECTION ETC.) AND ARE NOT INDICATED ON THE ELECTRICAL PLANS. 5. WHERE EXISTING PARTITIONS OR WALLS ARE SHOWN TO BE REMOVED CONTRACTOR SHALL REMOVE DEVICES TO NEAREST SOURCE JUNCTION BOX AND SHALL MAINTAIN SERVICE TO REMAINING DOWNSTREAM ELECTRICAL OUT._ETS. COORDINATE THE DEMOLITION OF THE EXISTING WALLS WITH ARCHITECTURAL DRAWINGS. 6. PROTECT EXISTING ELECTRICAL EQUIPMENT AND INSTALLATIONS NECESSARY TO REMAIN. IF DAMAGED OR DISTURBED IN THE COURSE OF THE WORK, REMOVE DAMAGED PORTIONS AND INSTALL NEW PRODUCTS OF EQUAL CAPACITY, QUALITY, AND FUNCTIONALITY. i. REMOVE ELECTR CAL EQUIPMENT AND INSTALLATIONS, INDICATED TO BE. DEMOLISHED, IN THEIR ENTIRETY. WHERE THE EXISTING EQUIPMENT INDICATED TO BE DEMOLISHED CONTAINS BRANCH CIRCUITRY SERVICING OUTLETS THAT ARE EXISTING TO REMAIN, RELOCATE THE BRANCH CIRCUIT TO AN ALTERNATE PANEL AND INDICATE THE CHANGE ON THE AS -BUILT DRAWINGS. 8. ABANDONED WORK: CUT OR REMOVE RACEWAY SLEEVES AND WIRING, INDICATED TO BE ABANDONED IN PLACE, BELOW THE SURFACE OF ADJACENT CONSTRUCTION. CAP RACEWAYS AND PATCH SURFACE TO MATCH EXISTING FINISH. 9. REMOVE ALL DA-A WIRING AND EQUIPMENT THAT WILL NOT BE RE -USED. 10. ALL DEMOLISHED EQUIPMENT AND WIRING SHALL BE REMOVED FROM 151TE AND PROPERLY DISPOSED OF, \ OR TURNED OVER TO THE OWNER AT THE OWNER'S SOLE OPTION. 11. ALL CIRCUITS SH{�LL BE WIRED W/ l2^2,C1^2 GROUND IN 3/4"CONDUIT UON ON FLOOR PLANS OR EQUIPMENT SCHEDULES. L 2. 3. 7 4. 5. GENERAL NOTES ALL 15 AND 20 AMP, 125 VOLT RECEPTACLES IN THE KITCHEN, 5AR AND SERVICE AREA SHALL BE GFCI PROTECTED IN ACCORDANCE WITH NEC 210.S(BX2). PROVIDE GFCI RECEPTACLES IN THE KITCHEN, BAR 4ND SERVICE AREA. DEVICE LOCATIONS SHOWN ARE RECOMMENDED, HOWEVER FIELD CONDITIONS MAY VARY. COORDINATE THE EXACT LOCATIONS AND MOUNTING HEIGHTS OF RECEPTACLES, VOICE/DATA OUTLETS AND ALL OTHER ELECTRICAL DEVICES WITH THE OWNE!;'11 PRIOR TO ROUGH -IN, ALL DEVICE D MENSIONS ARE AFF TO C/L UNLESS OTHERWISE NO AS -BUILT OR PANEL SCHEDULE INFORMATION IS AVAILABLE. THE CONTRACTOR SHALL VERIFY CIRCUITS WITHIN THE EXISTING PANELS THAT AREA EXISTING TO REMAIN AND NOTIFY THE ARCHITECT IF ANY CONFLICT ARISES WITH THE NEW EQUIPMENT CIRCUITS PRIOR TO ROUGH -IN PROVIDE JUNCTION BOXES AT TOILETS, SINKS AND OPTIONAL URINAL IF ALTERNATE "HANDS FREE" TOILET FIXTURES ARE BEING PROVIDED, COORDINATE ALL EQUIPMENT UTILITY INFORMATION SHOWN ON THIS SHEET WITH THE OWNER, EQUIPMENT SCHEDULE AND EQUIPMENT MANUFACTURER'S CUT SHEETS. KEYED NOTES DRAWINGS NOTES _- O 1. ELECTRICAL WORK IN THIS AREA IS EXISTING TO REMAIN. 2. NEW RECEPTACLE. COORDINATE EXACT LOCATION WITH G.C. AND OWNER. 3, EXISTING PANEL INSIDE OF THE SLICE TABLE TO BE DEMOLISHED. PROVIDE FINAL CONNECTION TO NEW PANEL 'D' INSIDE OF THE NEW SLICE TABLE. PANEL 'D' IS PROVIDED BY SLICE TABLE MANUFACTURER COORDINATE EXACT LOCATION AND REQUIREMENTS WITH EQUIPMENT INSTALLER AND GENERAL CONTRACTOR 4. PROVIDE NEW RECEPTACLE. UTILIZE AND EXTEND EXISTING BRANCH CIRCUIT FROM THE DEMOLISHED EQUIPMENT TO NEW EQUIPMENT LOCATION. FIELD VERIFY EXACT BRANCH CIRCUIT. 5, ALL EXISTING DINING AREA RECEPTACLES TO BE REPLACED. PROVIDE NEW RECEPTACLE AND COVER PLATE_ COORDINATE EXACT LOCATION WITH G.C. AND OWNER. RE -CONNECT TO EXISTING BRANCH CIRCUIT. 6_ DISCONNECT EXISTING DRIVE THRU WINDOW TO BE DEMOLISHED. RE -CONNECT NEW DRIVE THRU WINDOW AFTER INSTALLATION COORDINATE WITH GC. -1. DISCONNECT EXISTING DRIVE MENU BOARD AND SPEAKER SYSTEM TO BE DEMOLISHED. RE -CONNECT NEW DRIVE MENU BOARD AND SPEAKER SYSTEM_ COORDINATE EXACT LOCATION AND REQUIREMENTS WITH SYSTEM INSTALLER, G.G. AND OWNER 8. PROVIDE DISCONNECT AND FINAL CONNECTION HVAC SPLIT SYSTEM UNIT. REFER TO ELECTRICAL HVAC SCHEDULE ON THIS SHEET FOR REQUIREMENTS. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. REVISIONS BY •f ►-- r, CON 1-0 _ L c._ o - CO 3 U A ww F� U7 .T, O .. F U w � W oa~a E. 0 U CO E--F 0 0az zhU) o z o O No. 06-09-15 a° e °• STATE OFNAL a u � a � F 2 W 0 V) C 0 t3 C3 o °E C > o a) m m 0 m C) V) X if CD L -o a p N L 0 t Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: IT/WR Job: 15-50 Sheet E 2 I - loll) �R -.1 EX EX EX Ex 111 O PNL EX MDP PNL EX EX ADD EX 0mc MLO EX EX GR ROD Ex EX EX GR. ROD EXI EX PNL PNL A K 225A 2504 MLO MLO EX BLDG STEEL RISER NOTES O 1_ EXISTING PANEL INSIDE OF THE SLICE TABLE TO BE DEMOLISHED_ PROS/IDE FINAL CONNECTION TO NEW PANEL 'D' IN511DE OF THE NEW SLICE TABLE. PANEL 'D' IS PROVIDED 5Y SLICE TABLE MANUFACTURER_ COORDINATE EXACT LOCATION AND REQUIREMENTS WITH N SLICE TABLE EQUIPMENT INSTALLER AND GENERAL D 1 CONTRACTOR. 125A MCB 2, EG SHALL RE -USE AND EXTEND EXISTING CONDUIT FROM PANEL 'MDP' TO NEW PANEL 'D' LOCATION AND EXTEND NEW 4 #1 AND 1 #& EG. IN EXISTING/EXTENTED CONDUIT. �I ELECTRICAL RISER DIAGRAM SCALE: NOT TO SCALE DATE: 05-29-15 REVISED: FAULT CURRENT STUDY CABLE IMPEDANCE VALUES BASED ON IEEE STD. 241-1990, TABLE 65. PROJECT: ARBYS GAIL BLVD. ZEPHYRHILLS, FL SYSTEM VOLTAGE: 208 WIRE TYPE CU=1 ASSUMED BASE KVA: 150 WIRE TYPE AL=2 UTILITY COMPANY AFC: 20833 PVC CONDUIT UTILITY COMPANY X/R RATIO: 12 SOURCE SOURCE WIRE WIRE # OF FEEDER BUS BUS BUS AFC X/R SIZE TYPE RUNS LENGTH X/R AFC ------------------------------------ i PNL 'M' -------------------------------- 20833 ---------------- 12.00 ---------------- 350 -------------------------------- 1 2 ---------------- 65 ---------------- 4.54 17360 PNL 'D' 17360 454 1 1 1 55 101 9R62 FAULT CURRENT STUDY NOTE: 1. THE ELECTRICAL CONTRACTOR SHALL OBTAIN A LETTER FROM UTILITY COMPANY FOR THE AVAILABLE FAULT CURRENT AT THE SECONDARY TERMINALS AT THE INSTALLED UTILITY TRANSFORMER NOTIFY ENGINEER IF THE AVAILABLE FAULT CURRENT EXCEEDS THE BASIS OF DESIGN. PANEL. A EXISTING FLUSHMOUNTED 120`208 VOLT 3 PHA SE 4 WIRE W ITH C ROUND 225A MLO NE14 A 1 NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES N0. TRIP POLE VOLT VOLT POLEI TRIP N0. 2 1 POS 20 1 120 1000 1_-00 120 1 20 DRIVE THRU SIGIN (") 2 1 5 3 ACTIVE 20 1 120 1000 360 120 1 20 OFFICE RECEPTACLE(** 4 2 5 5 REAR 20 1 120 1000 1 360 120 1 20 1 KITCHEN CONY RECEPT. (* *) 61 2 2 7 POS 20 1 120 1000 180 120 1 15 AHU-1 (**) 8 5 1 9 COOLERLIGHTS 20 1 120 1000 1450 208 2 15 CU-I(**) 10 3 5 11 ACTIVE 20 1 120 1000 1450 --- 12 3 2 13 POS 20 1 M 1000 1500 208 2 30 POLELIGHTS PARKING 14 1 5 15 ACTIVE 20 1 120 1000 1500 --- 16 1 5 171 ACTIVE 20 1 1 120 1000 1000 LO 1 20 ACTIVE 18 5 5 19 ACTIVE 20 1 120 1000 1000 U0 1 20 ELIGHTS 20 1 5 21 AC?14E N 1 120 1000 1000 120 1 20 ACTIVE 22 5 5 23 ACTIVE 20 1 120 1000 1000 120 1 20 ACTIVE 24 5 1 25 LTS 20 1 im 1000 1000 120 1 20 ACTIVE 26 5 1 171 LTS 20 1 120 1000 1000 120 1 20 ACTIVE 28 5 1 291 LTS 20 1 1 120 1000 1000 120 1 20 ACTIVE 30 5 1 31 LTS 20 1 120 1000 1000 LO 1 20 ACTIVE 32 5 1 33 LTS 20 1 M 1000 1000 LO 1 20 ACTIVE 341 5 1 35 LTS 20 1 120 1000 1000 120 1 20 ACTIVE 36 5 5 37 EWH 50 3 208 4000 120 1 20 SPARE 38 5 1 391 LO 1 20 SPARE 40 5 1 411 4000 1000 120 1 20 BATH 42 2 CONNECTED SYSTENI PHASEANiPS VA VOLTS 15M 16310 16810 140 NOTE() *.UTILIZE EXISTING SPARE BREAKER FORT TS CIRCUIT. **. PROVIDENEW CIRCUIT BRFAKER NE�A7 CIRCUIT BREAKER TOMATCHEXISTINIGPA FLNiFR,TI?EAVDAICRATING 120/208V, 3 PHASE 132 136 'VOTES LOADTYPE IS LARGER CONNECTED NECDENiAND DENIANDLOAD 1 LIGHTING 12200 125 15250 VA 4720 VA 2900 VA 0 VA 29180 VA 0 VA 0 VA 52050 VA 2RECEPTACLES 4720 1 3 AIRCONDITIONI.NG 2900 1 4 HEATING 0 0 5 MISC. NON -CONTINUOUS 29180 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 120/208V, 3 PHASE I I145 AMP ELECTRICAL PANEL GENERAL NOTE: 1, SOME OF THE EXISTING CIRCUIT BREAKER AMPS RATINGS ARE NOT LEGIBLE. CONTRACTOR SHALL FIELD VERIFY EXISTING BRANCH CIRCUIT TYPE LOADS AND WIRE SIZES OF THESE CIRCUIT BREAKERS AND REPLACE THEM WITH NEW CIRCUIT BREAKERS PER NEC. NEW CIRCUIT BREAKERS TO MATCH PANEL MANUFACTURER, TYPE AND AIC RATING. D LECTRICAL PAL 85CWEDULES SCALE:: NOT TO SCALE REVISIONS BY .f, �00 U C: < — E �rtti° - � n U L7 Q _ c 3 � o U W N_ U No. 06-09-15 �n�Idd9141.� J - . 3 'n U O — J � n J W L O 0 C O v � > •FZ c O O _ (n m LL. N .p mrZ O � _ X (O �- >` W It _ ,q* c rl- a � v IV L_ O O C Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: IT/WR Job: 15-50 Sheet E3 ELECTRICAL SPECIFICATIONS: THE WORK UNDER THE REQUIREMENTS OF THESE SPECIFICATIONS SHALL BE OIN CONFORMANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. THE INSTALLATION SHALL ALSO COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF LOCAL AND STATE LAWS AND ORDINANCES. OALL ELECTRICAL EQUIPMENT SHALL HAVE UL LABEL AND SHALL BE OF SPECIFICATION GRADE. POWER DISTRIBUTION HOUSE PANELBOARD: PROVIDE DEAD -FRONT, OSAFETY -TYPE POWER DISTRIBUTION PANELBOARDS AS INDICATEDi WITH PANELBOARD SWITCHING AND PROTECTIVE DEVICES IN QUANTITIES, RATINGS, TYPES, AND WITH ARRANGEMENT SHOWN± WITH ANTI -TURN, SOLDERLESS PRESSURE TYPE MAIN LUG CONNECTORS APPROVED FOR USE WITH COPPER CONDUCTORS. HOUSE PANELBOARDS IS EXISTING EQUAL TO SQUARE D TYPE "NQOD". ®VOLTAGE SHALL BE AS INDICATED. ACCEPTABLE MFG.i G.E., SIEMENS AND CUTLER -HAMMER TENANT PANELBOARDS: PROVIDE DEAD -FRONT SAFETY TYPE LIGHTING OAND BRANCH CIRCUIT PANELBOARDS AS INDICATED± WITH SWITCHING AND PROTECTIVE DEVICES IN QUANTITIES, RATINGS, TYPES AND ARRANGEMENTS SHOWN± WITH ANTI -TURN, 5OLDERLES-5 PRESSURE TYPE LUG CONNECTORS APPROVED FOR USE WITH COPPER CONDUCTORS. TENANT PANELBOARDS SHALL BE SQUARE D TYPE "QO". PANELBOARD OBOXES SHALL BE FIVE AND THREE -FOURTHS INCHES (5 3/4") DEEP. VOLTAGE SHALL BE AS INDICATED. ALL PANELBOARDS SHALL BE CONNECTED, DISTRIBUTED PHASE WITH OCIRCUIT NUMBERING AS INDICATED ON THE DRAWINGS. PANELBOARDS SHALL BE NUMBERED WITH ODD NUMBERS ON THE LEFT SIDE OF THE PANEL AND EVEN NUMBERS ON THE RIGHT SIDE OF THE PANEL. UNLESS OTHERWISE INDICATED, PROTECTIVE DEVICES SHALL BE MOUNTED WITH TOP OF CABINET OR ENCLOSURE 6'-6" ABOVE FINISHED FLOOR, SHALL OBE PROPERLY ALIGNED, AND SHALL BE ADEQUATELY SUPPORTED INDEPENDENTLY OF THE CONNECTING RACEWAYS. ALL STEEL SHAPES, ETC., NECESSARY FOR THE SUPPORT OF THE EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WHERE THE BUILDING STRUCTURE IS NOT SUITABLE FOR MOUNTING THE EQUIPMENT DIRECTLY THEREON, UNLESS OTHERWISE INDICATED, ALL BRANCH CIRCUIT PROTECTIVE DEVICES ENCLOSURES SHALL BE NEMA TYPE I, GENERAL PURPOSE TYPE. CIRCUIT PROTECTIVE DEVICES INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL HAVE WEATHERPROOF ENCLOSURES, NEMA TYPE "3R" OR TYPE "4" ALL SAFETY SWITCHES SHALL BE GENERAL DUTY TYPE. SWITCH MECHANISM OSHALL BE QUICK -MAKE, QUICK -BREAK COVER SHALL BE INTERLOCKED WITH MECHANISM TO PREVENT OPENING UNLESS SWITCH IS IN THE "OFF" POSITION. ALL ENCLOSURES SHALL BE PRIMED AND FINISHED TO RESIST RUSTING AND CORROSION. SWITCHES SHALL BE ITE, GENERAL ELECTRIC, SQUARE-D, OR CUTLER -HAMMER CIRCUIT BREAKERS FOR MOUNTING IN HOUSE PANELBOARD SHALL BE 10 BOLT -ON TYPE, MOLDED PLASTIC CASE, AIR CIRCUIT BREAKER TYPE. BREAKERS SHALL HAVE THERMAL MAGNETIC TRIP UNITS AND MULTI -POLE BREAKERS SHALL HAVE A COMMON TRIP BAR SO THAT THE TRIPPING OF ONE POLE WILL AUTOMATICALLY TRIP ALL POLES OF THE BREAKER BREAKERS SHALL BE TRIP FREE AND TRIP INDICATING AND SHALL HAVE QUICK -MAKE, QUICK -BREAK CONTACTS. UPON COMPLETION OF WORK CORRECT ALL PANELBOARD CIRCUIT DIRECTORY CARDS TO REFLECT AS -BUILT CONDITIONS. PANELBOARD 11 DIRECTORIES SHALL BE UPDATED WITH TYPEWRITTEN ACCURATE AND CURRENT INFORMATION BY THE CONTRACTOR AT THE END OF CONSTRUCTION. DIRECTORIES SHALL REFLECT RECORD CONDITIONS AND INCLUDE CIRCUIT NUMBER, TYPE AND LOCATION OF LOAD, A SET OF AS -BUILT DRAWINGS SHALL ALSO BE PREPARED AND TURNED OVER TO THE OWNER ALL CONDUCTORS SHALL BE THHN/THWN COPPER 012 MIN_ AND INSTALLED IN 12 ALL COMPLETELY ENCLOSED RACEWAY SYSTEM. UNLESS SPECIFICALLY NOTED ON DRAWINGS, RACEWAYS SHALL COMPLY 13 WITH THE FOLLOWING: RACEWAYS EXPOSED TO THE WEATHER OR IN DAMP LOCATIONS SHALL BE GALVANIZED RIGID STEEL WITH THREADED CONNECTIONS. RACEWAYS SHALL BE SIZED FOR THE CONDUCTORS INSTALLED, MINIMUM 1/2". FULL SIZE MC CABLE IS ACCEPTABLE IN DRY LOCATIONS THAT ARE NOT PATIENT AREAS- HOMERUNS TO PANELS TO BE IN CONDUIT. 14 RACEWAYS RUN BELOW GRADE SHALL BE RIGID STEEL REDUNDANT GROUND PATH REQUIRED, EXPOSED ON BUILDING EXTERIOR SHALL BE RIGID STEEL CONDUIT. 15 ALL METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SECURE AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITTINGS, AND EQUIPMENT - ALL RACEWAYS SHALL BE SECURELY SUPPORTED FROM THE BUILDING STRUCTURE. 17 ALL RACEWAYS SHALL BE PROVIDED WITH EQUIPMENT GROUND CONDUCTOR - ALL BOXES SHALL BE RIGIDLY MOUNTED AND SHALL BE EQUIPPED WITH SUITABLE SCREW FASTENED COVERS. OPEN KNOCK -OUTS OR HOLES IN BOXES SHALL BE PLUGGED WITH A SUITABLE BLANKING DEVICES. OUTLET BOXES FOR EXPOSED WALL MOUNTING AND OUTDOOR INSTALLATION 19 SHALL BE CAST METAL TYPE "FS" OR "FD" BOXES WITH SUITABLE GALVANIZED SHEET STEEL COVERS, OR CAST METAL WEATHERPROOF OR VAPOR TIGHT COVERS WHEN NOTED ON THE DRAWINGS- 20 UNLESS OTHERWISE INDICATED, ALL CONDUCTORS SHALL BE COPPER NO. 12 AWG. MINIMUM. OR SIZE AS SHOWN ON DRAWINGS. CONDUCTORS SHALL HAVE TYPE ' 'THHN/THWN' INSULATION. SPLICES, TAPS AND ATTACHMENT FITTINGS AND LUGS SHALL BE 21 ELECTRICALLY AND MECHANICALLY SECURE AND SOLDERLESS FOR CONDUCTORS SIZES NO. 8 AWG AND LARGER THERE SHALL BE PLENTY OF SLACK CABLE IN BOXES, OUTLETS AND CABINETS TO INSURE THAT THERE IS NO BINDING AT THE BUSHINGS. ALL LUGS SHALL BE OF THE CORRECT SIZES FOR THE CONDUCTORS JOINED AND IN NO CASE SHALL STRANDS BE CUT FROM A CONDUCTOR IN ORDER TO FIT THE CONDUCTOR INTO A LUG. TAPING OF JOINTS SHALL BE WITH VINYL PLASTIC ELECTRICAL TAPE TO SECURE INSULATION STRENGTH EQUAL TO THAT OF THE CONDUCTORS JOINED. THE INTERIOR ELECTRICAL SYSTEMS SHALL BE COMPLETELY AND 22 EFFECTIVELY GROUNDED AS REQUIRED BY THE NEC AND AS SPECIFIED HEREINAFTER 23 CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS WITH THE OWNER PRIOR TO INSTALLATION. THEY SHALL NOT BE CHARGED FOR MINOR LOCATION CHANGES PRIOR TO INSTALLATIONS. LOCATIONS ARE APPROXIMATE. (DO NOT SCALE DRAWINGS). THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL ELECTRICAL 25 LAYOUTS FOR BIDDING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE DETAILED SHOP DRAWINGS AND CONFIRM SPACE ALLOCATIONS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ALL DISCIPLINES 26 FOR ELECTRICAL CONDUIT ROUTING AND EQUIPMENT PLACEMENT. AVOID INTERFERENCE WITH ARCHITECTURAL AND STRUCTURAL FEATURES SUCH AS: BEAMS, FOOTINGS, WINDOWS, ETC. NOTIFY ARCHITECT IMMEDIATELY OF ANY coNFL ICTS. THE ELECTRICAL CONTRACTOR THE HVAC FOREMAN AND GENERAL 27 CONTRACTOR PROJECT MANAGER SHALL INSPECT t REVIEW THE CONDITIONS, AND SHALL COORDINATE THEIR WORK SO AS TO PROVIDE ADEQUATE SPACE ALLOWANCE ABOVE CEILING FOR ALL TRADES. THE PLANS 614OW THE LOCATION of ALL FIXTURES AND EQUIPMENT AND ARE 28 INTENDED TO DEPICT THE GENERAL INTENT OF THE WORK IN SCOPE, LAYOUT AND QUALITY OF WORKMANSHIP. THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL EVERY AND ALL ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT SHALL BE UNDERSTOOD THAT SUCH DETAILS WILL BE PART OF THIS WORK, THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE 2g AND FUNCTIONAL SYSTEM: CONTROLS, AND CONNECTIONS TO NEW SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR THE SATISFACTORY OPERATION OF THE SYSTEM, WHETHER SPECIFICALLY SHOWN OR NOT ON THE DRAWINGS - WHERE DRAWINGS AND SPECIFICATIONS CONFLICT, IT SHALL BE THE 30 RESPONSIBILITY OF THIS CONTRACTOR TO BRING SUCH CONFLICT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION. ELECTfRICAL & r150L LEGEND SYMBOL DESCRIPTION MOUNTING I X 4 FLUORESCENT FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE 2 X 4 FLUORESCENT FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE SHADING DENOTES FIXTURE WITH EM BATTERY PACK. SEE FIXTURE 'NL' DENOTES FIXTURE UNSWITCHED FOR NIGHT LIGHT SCHEDULE FLUORESCENT STRIP FIXTURE SEE FIXTURE LETTER INDICATES TYPE FLUORESCENT WALL BRACKET FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE O PL FLUORESCENT DOWNLIGHT SEE FIXTURE LETTER INDICATES TYPE SCHEDULE e EXIT -OR EM EXIT. LETTER SEE FIXTURE INDICATES TYPE. PROVIDE ARROWS AS REQUIRED. SCHEDULE SINGLE POLE SWITCH (20,4-120/2-1-1) 45" AFF OR AS S S3 So '3' DENOTES 3-WAY 'O' DENOTES OCCUPANCY SENSOR NOTED DUPLEX RECEPTACLE, 125V, 20A 18" AFF OR AS 'IG' DENOTES ISOLATED GROUND NOTED DUPLEX RECEPTACLE, 125V, 20A 18" AFF OR AS NOTED DUPLEX RECEPTACLE, 125V, 20A 48 AFF OR AS NOTED QUADRAPLEX RECEPTACLE, 125V, 20A 18" AFF OR AS NOTED O COMBINATION VOICE/DATA OUTLET IS" AFF OR AS NOTED Tv T.V. OUTLET 18" AFF OR AS NOTED SEE PANEL PANELBOARD 120/240V SCHEDULE /—� RACEWAY CONCEALED IN WALL OR ABOVE CEILING SEE SPECIFICATIONS HOMERUN TO PANEL, LETTERS INDICATE PANEL, SEE SPECIFICATIONS NUMBERS INDICATE CIRCUIT. NOTE: HASH MARKS INDICATES THE NUMBER OF WIRES EXCLUDING THE REQUIRED EQUIPMENT GROUND. MOTOR, NUMERAL INDICATES HORSEPOWER AS NOTED MOTOR RATED SWITCH WITH OVERLOAD MOUNTED ADJACENT RELAYS IF REQUIRED, TO EQUIPMENT E:J NON -FUSIBLE SAFETY SWITCH -SIZE AS NOTED SEE SPECIFICATIONS FUSIBLE SAFETY SWITCH -SIZE AS NOTED SEE SPECIFICATIONS R OR FIRE ALARM I DUCT DETECTOR Cf;Z4'DENOTES MOUNTED IN RETURN AIR 'SA' DENOTES SUPPLY AIR) HVAC DUCTWORK R FAN OR AIR HANDLER SHUTDOWN RELAY MOUNTED ADJACENT TO EQUIPMENT Q FIRE ALARM VISUAL SIGNAL 80" AFF OR AS NOTED Q FIRE ALARM MANUAL PULLSTATION 45" AFF OR A8 NOTED FIRE ALARM AUDIBLE/VISUAL SIGNAL. ADA 60" AFF OR �4 COMPATIBLE AS NOTED 0 FIRE ALARM SMOKEON DETECTOR CEILING OR AS NOTED FAO FIRE ALARM PANEL CFACP' DENOTES FIRE ALARM 60" AFF OR FM CONTROL PANEL, 'FAA' DENOTES ANNUNCIATOR) AS NOTED EX DENOTES EXISTING DEVICE OR CIRCUIT TO REMAIN R DENOTE NEW LOCATION FOR RELOCATED DEVICE O O REFER TO LIKE NUMBERED NOTES NOTE -ALL MOUNTING HEIGHTS SHOWN ARE TO THE TOP OF THE DEVICE UNLESS NOTED OTHERWISE. NOT ALL SYMBOLS APPEAR ON PLANS. ,ABBRE V I AT IONS: AFF - ABOVE FINISHED FLOOR AHU - AIR HANDLING UNIT BFG - BELOW FINISHED GRADE C - CONDUIT CW - COOL WHITE DACP - DOOR ALARM CONTROL PANEL DN - DOWN EF - EXHAUST FAN EG - EQUIPMENT GROUND ENCL - ENCLOSURE EWC - ELECTRIC WATER COOLER EWH - ELECTRIC WATER HEATER EX - EXISTING FCU - FAN COIL UNIT FHP - FRACTIONAL HORSE POWER FLA - FULL LOAD AMPERES G - GROUND GFI - GROUND FAULT INTERRUPTER HID - HIGH INTENSISTY DISCHARGE HORIZ - HORIZONTAL I - ISOLATED GROUND LW - LIGHT WHITE HP - HORSEPOWER, HEAT PUMP HVAC - HEATING, BENTILATING, AIR CONDITIONING JB - JUNCTION BOX LRA - LOCKED ROTOR AMPERES MCB - MAIN CIRCUIT BREAKER MLO - MAIN LUGS ONLY N - NEW NL - NIGHT LIGHT OB - OUTLET BOX PB - PULL BOX, PUSH-BUTTON R - RELOCATED RECEPT - RECEPTACLE SF - SUPPLY FAN SPEC - SPECIFICATIONS SWECS - SMOKE WARNING EMERGENCY CALL SYSTEM TL - TW16TLOCK TTB - TELEPHONE TERMINAL BOARD TVTB - TELEVISION TERMINAL BOARD UNO - UNLESS NOTED OTHERWISE VERT - VERTICAL WM - WATT MISER WP - WEATHERPROOF WW - WARM WHITE XFMR - TRANSFORMER System No. C-AJ-1259 F Rating - 3 Hr T Rating - 0 Hr �A Section A -A 1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Floor may also be constructed of any min 6 in. thick UL Classified hollow -core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 7 in. See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe, conduit or tubing and the periphery of the opening shall be a min of 0 in. (point contact) to a max of 3 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduit or tubing may be used: A. Steel Pipe - Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 6 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tube - Nom 4 in. diam (or smaller) Type L (or heavier) copper tube. 3. Forming Material - (Optional, Not Shown) - Mineral wool batt packing material or polyurethane backer rod friction fitted into opening and recessed from floor or wall surfaces as required to accommodate required thickness of fill material. 4. Fill, Void or Cavity Material* - Sealant - Min 1/2 in. thickness of fill material applied within the annulus, flush with both surfaces of floor or wall. At the point contact location between penetrating item and concrete, a min 1/4 in. thick bead of fill material shall be applied at the concrete/penetrating item interface on both sides of floor or wall. SPECIFIED TECHNOLOGIES INC - SpecSeal Series SSS Sealant or SpecSeal LCI Sealant *Bearing the UL Classification Mark 7-7- Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. �` Created or Revised: January 2, 2009 C-AJ-1259 STI (800)992-1180 - (908)526-8000 - FAX (908)231-8415 - E-Mail:techserv@stifirestop.com • Webs ite:www.stifirestop.corn PAGE 1 OF 1 System No. W-L-1079 F Ratings - 1 and 2 Hr (See Item 1B) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft A ��A Jectlon A -A 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC. B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is in wood stud walls is 13 in. Max diam of opening in steel stud walls is 16 in. The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant - One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between pipes or conduits and periphery of opening shall be min 0 in. (point contact) to max 3 in. Pipe or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or conduits may be used: A. Steel Pipe - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 12 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diam (or smaller) electrical metallic tubing, nom 6 in. diam (or smaller) steel conduit or nom 1 in. diam (or smaller) flexible steel tubing. D. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. E. Copper Tube - Nom 6 in. diam (or smaller) Type L (or heavier) copper tube. Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. (W-L-107 �` STI Created or Revised: January 2,2009 (800)992-1180 - (908)526-8000 - FAX (908)231-8415 - E-Mail:techserv@stifirestop.com - Website:www.stifirestop.com PAGE 1 OFZ OELECTRICAL fir-"1IC,4TIO1�1S SCALE: NOT TO SCALE GENERAL PROJECT AND DEMOLITION NOTES: 1. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK THE SUBMISSION OF A BID WILL BE EVIDENCED THAT SUCH AN EXAMINATION HAS BEEN MADE- LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES i=NCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN =xAMINATION BEEN MADE, WILL NOT BE ALLOWED. 2, ,ALL EXISTING CIRCUITS TO REMAIN SHALL IBE RECONNECTED IUHETHER INDICATED OR NOT ON PROJECT DOCUMENTS. 3, NEW AND EXISTING CIRCUIT DESIGNATIONS MAY NOT REPRESENT ACTUAL 1=1ELD CONDITIONS, FIELD VERIFY WHERE REQUIRED AND INDICATE .ACTUAL CIRCUIT USED ON THE AS -BUILT DRAWINGS. 4- COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICH WOULD REQUIRE ELECTRICAL WORK "DISCONNECTION/RECONNECTION ETC.) AND ARE NOT INDICATED ON THE ELECTRICAL PLANS. 5, WHERE EXISTING PARTITIONS OR WALLS ARE SHOWN TO BE REMOVED CONTRACTOR SHALL REMOVE DEVICES TO NEAREST SOURCE JUNCTION 30X AND SHALL MAINTAIN SERVICE TO REMAINING DOWNSTREAM ELECTRICAL OUTLETS. COORDINATE THE DEMOLITION OF THE EXISTING IJALLS WITH ARCHITECTURAL DRAWINGS, 6,-ROTECT EXISTING ELECTRICAL EQUIPMENT AND INSTALLATIONS NECESSARY TO REMAIN. IF DAMAGED OR DISTURBED IN THE COURSE OF THE WORK, REMOVE DAMAGED PORTIONS AND INSTALL NEW PRODUCTS OF, EQUAL CAPACITY, QUALITY, AND FUNCTIONALITY. -1, REMOVE ELECTRICAL EQUIPMENT AND INSTALLATIONS, INDICATED TO BE DEMOLISHED, IN THEIR ENTIRETY, WHERE THE EXISTING EQUIPMENT NDICATED TO BE DEMOLISHED CONTAINS BRANCH CIRCUITRY SERVICING OUTLETS THAT ARE EXISTING TO REMAIN, RELOCATE THE BRANCH CIRCUIT TO AN ALTERNATE PANEL AND INDICATE THE CHANGE ON THE AS -BUILT DRAWINGS. 8. ABANDONED WORK: CUT OR REMOVE RACEWAY SLEEVES AND WIRING, NDICATED TO BE ABANDONED IN PLACE, BELOW THE SURFACE OF ADJACENT CONSTRUCTION. CAP RACEWAYS AND PATCH SURFACE TO I"IATCH EXISTING FINISH. 9. THE CONTRACTOR SHALL INCLUDE WITHIN THE BID ALL REQUIRED OFF HOUR, OVERTIME, AND NON -BUSINESS HOUR WORK AS REQUIRED TO PERFORM THE DEMOLITION WITHOUT DISRUPTING THE BUILDING TENANTS NORMAL BUSINESS OPERATIONS. 10, ALL DEMOLISHED EQUIPMENT AND WIRING SHALL BE REMOVED FROM SITE AND PROPERLY DISPOSED OF, OR TURNED OVER TO THE OWNER AT THE OWNER'S SOLE OPTION. Wall Opening Protective Materials (CLIV) SPECIFIED TECHNOLOGIES INC R14288 SUITE 2 200 EVANS WAY, SOMERVILLE, NJ 08876 USA SpeeSeal Putty Pads, for use with max 4-11/16 by 4-11/16 in. flush device UI, Listed metallic cutlet boxes installed with steel cover plates in 1 and 2 h fire rated gypsum wallboard wall assemblies framed with min 3-1/2 in. deep wood or steel studs and constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the Fire Resistance Directors•. Min 3/16 in. thick moldable putty pads are to be installed to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) and completely seal against the stud within the stud cavity. An additional 3/16 in. thickness of putty to be formed around the connector securing the end of each electrical metallic tube or conduit to the box. When used with tactallic outlet boxes larger than 4 by 4 in., a ball of putty is to be installed to plug the open end of tach electrical metallic tube or conduit within the outlet box. When max 4 by 4 in. metallic outlet loxes are used, the ball of putty in the open end of each electrical metallic tube or conduit within the cutlet box is optional. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed, the horizontal separation between outlet boxes on the opposite sides of the wall may be less than 24 in. provided that the boxes are not installed back-to-back. SpeeSeal Putty Pads for use with max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Carlon Electrical Products and made from polyvinyl chloride, max 4 by 3-3/4 l)y 3 in. deep ITI, Listed Nonmetallic Outlet Boxes manufactured by Allied Moulded Products Inc. and iaade from fitter -reinforced thermosetting plastic or max 4-1/16 by 3-5/8 by 3-1/8 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Thomas & Betts Corp. and made from fiber -reinforced thermosetting plastic. Boxes shall also bear a 2 h rating under the "Outlet Boxes and Fittings Classified for Fire Resistance" category in the Fire Resistance Directory. Boxes installed with steel or plastic cover plates. Putty pads and boxes for use in l and 2 h fire rated gypsum ,valltx)ard/wood stud wall t ssemblies constructed of the materials and in the manner specified in the individual U 300 Series Wall ,.nd Partition Designs in the Fire Resistance Directory. Outlet box secured to wood stud by means of two riling tabs iin conjunction with nails supplied with the outlet box. Min 3/16 in. thick moldable putty pads are to be installed to completely cover the exterior surfaces of the outlet box (except for the ide of the outlet box against the stud) nicluding nailing tabs and completely seal against the stud N ithin the stud eavity. An additional 3/16 in. thickness of putty, to be formed around the end of each nonmetallic sheathed cable at its connection to the box and to extend a minimum of 1 in. from the box onto the nonmetallic sheathed cable within the stud cavity. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed; the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in. provided that the boxes are not installed back-to-back. Flies .PENETRATION DETAILS METALLIC 5OXES NOT TO SCALE REVISIONS BY f, 00 �---� r-, f _x . ti `u v ti 3 CV ►� Y ti U "x �.. W ------------ a U 4° "p E 0 No. 06-09-15 rff STATE ®®9 : (1(�A_� �' y 3 U pN U � z U a fl tU L O ti c O v 'O 'E � O V) m o` LL. •o m vi w Q N D iV 16- 0 a� c Date: 06. 09. 15 Scale: AS NOTED Project Mgr: RNS Drawn: IT/WR Job: 15-50 Sheet E4