Loading...
HomeMy WebLinkAbout7325 Gall Blvd (6)DRAWING I-NDEX- GENERAL- CVR COVER SHEET 01.1 BID NOTES F1.0 FIXTURE PLAN (DO NOT BID) L1.0 LIFE SAFETY PLAN ARCHITECTURAL SP1.0 ARCH SITE PLAN D1.0 DEMOLITION PLAN A1.0 FLOOR PLAN A1.1 ENLARGED RESTROOM PLANS AND DETAILS A1.2 ENLARGED PLANS AND DETAILS A2.0 REFLECTED CEILING PLAN A3.0 BUILDING ELEVATIONS AND DETAILS A4.0 ROOF PLAN A5.0 WALL SECTIONS A5.1 ARCH DETAILS A6.0 DETAILS A6.1 PEGBOARD DETAILS A7.0 WALL TYPES AND DETAILS A8.0 DOOR SCHEDULE AND DETAILS A8.1 SCHEDULES STRUCTURAL- ELECTRICAL- SO.0 GENERAL NOTES E1.0 LIGHTING PLAN S1.0 FOUNDATION PLAN E1.1 ENLARGED LIGHTING PLANS S2.0 FRAMING PLANS E2.0 POWER PLAN S2.1 DETAILS E2.1 ENLARGED POWER PLANS E3.0 ELECTRICAL DETAILS PLUMBING E4.0 ELECTRICAL DETAILS E5.0 ELECTRICAL RISER AND SCHEDULES P1.0 PLUMBING PLAN E5.1 ELECTRICAL SCHEDULES P1.I ENLARGED PLUMBING PLANS E6.0 TELECOM PLAN P2.0 PLUMBING SCHEDULES AND DETAILS E7.0 AUDIO PLAN MECHANICAL- M1.0 MECHANICAL PLAN M1.1 ROOF PLAN M1.2 ENLARGED MECHANICAL PLANS M2.0 MECHANICAL DETAILS M3.0 MECHANICAL SCHEDULES BUILDING CODE SUMMARY NAME OF PROJECT: ZEPHYRHILLS, FLORIDA STREET ADDRESS: 7333 GALL BOULEVARD PROPOSED USE: RETAIL CODES: BUILDING CODE 2010 FLORIDA BUILDING CODE PLUMBING CODE 2010 FLORIDA BUILDING CODE, PLUMBING MECHANICAL CODE 2010 FLORIDA BUILDING CODE, MECHANICAL FUEL GAS CODE 2010 FLORIDA BUILDING CODE, FUEL GAS ELECTRICAL CODE 2011 NATIONAL ELECTRICAL CODE FIRE CODE FLORIDA FIRE PREVENTION CODE ENERGY CODE 2010 FLORIDA BUILDING CODE, ENERGY CONSERVATION ACCESSIBILITY: ACCESSIBILITY OCCUPANCY: TYPE OF CONSTRUCTION: ALLOWABLE AREA: MERCANTILE: ASSEMBLY (1 PER 15): STORAGE (1 PER 300): BUSINESS (1 PER 100): MERCANTILE (1 PER 30) MEZZANINE (1 PER 300) TOTAL: IIB (SPRINKLERED) 57,250 2010 FLORIDA BUILDING CODE, ACCESSIBILITY 345 S.F. = 23 OCCUPANT LOAD = 5 INCHES REQUIRED 2,035 S.F. = 7 OCCUPANT LOAD = 2 INCHES REQUIRED 1,822 S.F. = 19 OCCUPANT LOAD = 4 INCHES REQUIRED 41,813 S.F. = 1,394 OCCUPANT LOAD = 279 INCHES REQUIRED 2,548 S.F. = 9 OCCUPANT LOAD = 3 INCHES REQUIRED 48,564 S.F. 1,635 OCCUPANT LOAD 292 INCHES REQUIRED 500 INCHES PROVIDED SECTION 506 FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 EXTERIOR BEARING WALLS 0 STRUCTURAL FRAME 0 ROOF/CEILING CONSTRUCTION 0 INTERIOR BEARING AND NON -BEARING PARTITIONS 0 COLUMNS 0 PLUMBING FIXTURE COUNT: 2010 FLORIDA BUILDING CODE, PLUMBING WATER CLOSETS: REQUIRED PROVIDED FEMALE 2 4 MALE 2 2 URINALS: MALE 0 2 LAVATORIES: FEMALE 2 3 MALE 2 3 DRINKING FOUNTAINS: ALL 2 2 SERVICE SINK: ALL WOOD MATERIALS SHOWN IN DETAILS IN THESE DRAWINGS SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". GENERAL REQUIREMENTS EXTENT OF THE WORK: • THE SPECIFICATIONS AND DRAWINGS COVER THE COMPLETE CONSTRUCTION SCOPE. THEY ARE INTENDED TO BE COMPLEMENTARY AND ANYTHING MENTIONED OR IMPLIED BY ONE WILL BE CONSIDERED TO BE INCLUDED AS THOUGH MENTIONED BY ALL. CODES, PERMITS, LAWS, ETC.: • COMPLY WITH ALL FEDERAL, STATE, AND MUNICIPAL LAWS, CODES, ORDINANCES APPLICABLE TO THE WORK AND ALL REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS HAVING JURISDICTION. IF THE ABOVE LAWS, CODES, OR ORDINANCES CONFLICT WITH THE SPECIFICATIONS, THE LAWS, ETC., SHALL GOVERN, EXCEPT WHERE THE SPECIFICATIONS EXCEED THEM IN QUALITY OR QUANTITY OF LABOR OR MATERIALS. THE SUBCONTRACTOR WILL OBTAIN AND PAY FOR ALL PERMITS REQUIRED IN CONNECTION WITH THE EXECUTION OF HIS WORK. SAFETY: • IT IS THE POLICY OF HOBBY LOBBY STORES, INC. TO, AT ALL TIMES, PROVIDE SAFE WORK ENVIRONMENTS, CONDUCT ALL OPERATIONS IN A MANNER THAT ELIMINATES RISK TO ANY TRADES PERSON, MAINTAIN ALL CONDITIONS IN A WAY THAT ELIMINATES ALL RISK TO VISITORS AND TO THE PUBLIC, AND ELIMINATE THE RISK OF DAMAGE TO PROPERTY ON AND ADJACENT TO THE SI TE. • THIS IS THE FUNDAMENTAL RESPONSIBILITY OF EVERY INDIVIDUAL ON THE SITE. ALL SUPERVISORS MUST ACCEPT COMPLETE RESPONSIBILITY FOR PREVENTION OF ACCIDENTS AND FOR SAFETY OF ALL WORK UNDER THEIR DIRECTION. • BY CONTRACT AND BY LAW, EVERY COMPANY ON THE SITE IS AT A MINIMUM TO CONFORM TO THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT, AND TO THE LAWS OF EVERY ENTITY HAVING JURISDICTION OVER THE WORK. • ANY COMPANY OR INDIVIDUAL REFUSING TO CORRECT OBSERVED SAFETY VIOLATIONS WILL BE BANNED FROM THE SITE AT LEAST UNTIL SUCH VIOLATIONS ARE CORRECTED, AND WILL BE HELD COMPLETELY RESPONSIBLE FOR ALL RESULTING EFFECTS. HAZARDOUS MATERIALS: • IN THE EVENT A SUB -CONTRACTOR DISCOVERS, AT ANY TIME DURING DEMOLITION, CONSTRUCTION, AND OR REMODELING OPERATIONS, EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF MOLD, MILDEW, ASBESTOS, OR ANY HAZARDOUS MATERIAL, THE SUB -CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND ARCHITECT/ENGINEER OF RECORD, IN WRITING, OF THE CONCERNS AND OR SUSPICIONS. • ONCE DISCOVERY OR SUSPICION OF MOLD, MILDEW, ASBESTOS, OR ANY HAZARDOUS MATERIAL IS MADE, THE SUB -CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM THE EXPOSURE TO ANY HAZARDOUS MATERIAL AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED, EXCEPT IN THE AREA OF MOLD THE HAZARDOUS MATERIAL CONCERN DUE TO THESE REQUIRED PRECAUTIONS. • THE SUB -CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED IN DRY AND WELL -VENTILATED CONDITIONS. • THE SUB -CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS AND ALL LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLD, MILDEW, ASBESTOS, OR ANY HAZARDOUS MATERIAL. CONFLICTS IN DOCUMENTS AND CONDITIONS: • THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND SHALL REPORT IMMEDIATELY TO THE SUPERINTENDENT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE SUB -CONTRACTOR PERFORMS ANY WORK KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT IMMEDIATE NOTICE TO THE SUPERINTENDENT, THE SUB CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. • THE SUB CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE SUB CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE SUPERINTENDENT AT ONCE. • THE SUB CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SUBMITTALS APPROVED BY THE GENERAL CONTRACTOR. THE SUB CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES FOR SUCH PORTION OF THE WORK. HOBBY LOBBY CONTACTS RESPONSIBILITIES CONTACT PHONE/FAX/EMAIL STOCKROOM DOORS, FLOOR HOBBY LOBBY P (405) 745-1651 BALE LIFT, LIGHT 7707 S.W. 44TH STREETTILE, F (405) 745-1634 FIXTURES, PEGBOARD, AND OKLAHOMA CITY, OK 73179 kimberly.slocum@hobby PLUG MOLD DISPLAYS. ATTN.: KIM SLOCUM lobby.com PERMITTING HOBBY LOBBY P (405) 745-1610 7707 S.W. 44TH STREET F (405) 745-1772 OKLAHOMA CITY, OK 73179 lonnie.glidewell@hobbylobby.com ATTN.: LONNIE GLIDEWELL FIRE ALARMS HOBBY LOBBY P (405) 745-1548 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 rebecca.shingler@hobbylobby.com ATTN.: REBECCA SHINGLER COMPACTOR SYSTEMS HOBBY LOBBY P (405) 745-1351 7707 S.W. 44TH STREET F (405) 745-1637 OKLAHOMA CITY, OK 73179 jack. johnston@hobbylobby.com ATTN.: JACK JOHNSTON SIGNAGE HOBBY LOBBY P (405) 745-1178 7707 S.W. 44TH STREET F (405) 745-1855 OKLAHOMA CITY, OK 73179 larry.hostetter@hobbylobby.com ATTN.: LARRY HOSTETTER HVAC EQUIPMENT BUYER HOBBY LOBBY P (405) 745-1237 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 joson.snook@hobbylobby.com ATTN.: JASON SNOOK UTILITY COORDINATION HOBBY LOBBY P (405) 745-1791 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 terry.jack@hobbylobby.com ATTN.: TERRY JACK TELECOMMUNICATIONS HOBBY LOBBY P (405) 745-1687 7707 S.W. 44TH STREET F (405) 745-1776 OKLAHOMA CITY, OK 73179 scott.them el@hobbylobby.corn ATTN.: SCOTT DIEMEL BUILDING AUTOMATION HOBBY LOBBY P (405) 745-1237 SYSTEMS 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 joson.snook@hobbylobby.com ATTN.: JASON SNOOK SUPPLIER CONTACTS ITEMS SUPPLIED CONTACT PHONE/ FAX ELECTRICAL DISTRIBUTION CAROLINA PRODUCTS, INC. P (704) 364-9029 SYSTEM 1132 PRO AM DRIVE F (704) 367-1215 CHARLOTTE, NC 28211 ATTN.: CHRISTA TOILET PARTITIONS, GRAB Y.I. SPECIALTIES, INC. P (704) 364-9029 BARS AND MIRRORS 13801 S. SOONER ROAD F (704) 367-1215 EDMOND, OK 73034 ATTN.: RUDY YOUNG SLIDING GLASS DOORS NABCO ENTRANCES, INC. P (262) 679-7514 S81 W18717 GEMINI DRIVE F (888) 679-3319 MUSKEGO, WI 53150 ATTN.: JAN GRABOWSKI STANDARD DOORS AND GIRTMAN AND ASSOCIATES P (615) 350-6000 HARDWARE 7115 COCKRILL BEND BLVD. F (615) 350-6686 NASHVILLE, TN 37209 ATTN.: JENNIFER WONSON DEFERRED SUBMITTALS SUBMITTALS RESPONSIBLE PARTY FIRE SPRINKLER MODIFICATIONS INSTALLER FIRE ALARM MODIFICATIONS CONSULTANT Jk_ V2;MITi"ES PLAN(IS) RAVE 9EEti rS,'W?EWi& �F THY �iI :I,S FIRE �A' RSHAL; 6 OFFICE Please be advised this review of plans submitted is a cursory review to assist the cone; actor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that'he plans are in complete compliance with all �,,p,pli„able t FPA codes and local ordinances. In tine event t ;20, or site inspection reveals areasall be the contractor's sole responsib ,ty at their sole expense to bring those areas in compliance. The Oity asssi les no responsibility for the contractor's failure to be in compliance with all applicable NFPA Lodes and local ordinances. ALL'�1 ORK SHALL CJJ1i'L�' %G i [If ;LI_, PRE\V'AILING CODES, FLORIDA BUILDING CODE,1,"ATIONAL ELECTRIC CODE AND CITY OF ZL:i'HYR11ILLS ORDINANCES REVIEW DATE_ :_IT', OF ZEPHYRHIL! ,c FLANS EXAMINER ALL 0 1 OWNER: AUTHORITY HAVING JURISDICTION: HOBBY LOBBY STORES, INC. CITY OF ZEPHYRHILLS 7707 S.W. 44TH ST. 5335 8TH STREET OKLAHOMA CITY, OK 73179 ZEPHYRHILLS, FLORIDA 33542 CIVIL: ARCHITECT: STRUCTURAL: MECHANICAL: ELECTRICAL: FIRE PROTECTION AND ALARM: NOT PART OF THESE DOCUMENTS pb2 architecture + engineering 710 WEST ROSELAWN DRIVE METTEMEYER ENGINEERING L.L.C. 2101 WEST CHESTERFIELD BOULEVARD, B-105 pb2 architecture + engineering 710 WEST ROSELAWN DRIVE pb2 architecture + engineering 710 WEST ROSELAWN DRIVE NOT PART OF THESE DOCUMENTS ROGERS, ARKANSAS 72756 SPRINGFIELD, MISSOURI 65807 ROGERS, ARKANSAS 72756 ROGERS, ARKANSAS 72756 Y p+enbf_� hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No rR91919 Firm License No: AA26000940 w wwo � W H N 0 V)HZ� 0Q_ Z 2' F O W V) N W Z W O F�-0LW ajUW0¢a z of Qa~Oa00V)=ZQWS d Da 0 UOZiEH KF,<>_4Za Ua2<U0020 11 d pJOw:0 Q W � � � ZO 3W[ Ds0D0oW=Waw�Q 0 a-Z X5w I- ZV)VjQ DOno_XWW ZZ O0VQ Q0O VQ_ J ZZ UWWU W U aaO.t:WV)wZ03oom �Dn0=a�adoaW- () on�w >M I I a Q 0�_ W� J O 00J mJ >M W Q� ra 111 MNC\2 ti 0 ISSUE BLOCK CHECKED BY: DF DRAWN BY: JCF FILE NAME: CVR DOCUMENT DATE: 08-09-13 COVER SHEET SHEET: CVR I _ _ _____ __L_ SCOPE OF WORK FOR ALL DISCIPLINES ITEMS TO INCLUDE IN YOUR BID IF NOT ALREADY NOTED ON PLANS: • CONTRACTOR TO WALK THE SITE WITH THE HOBBY LOBBY ON -SITE SUPERINTENDENT AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. • INCLUDE LABOR IN JOB TO COMPLETE YOUR SCOPE OF WORK IN THE TIME ALLOWED BY FIELD SUPERINTENDENT. • CLEAN UP DAILY OR MORE OFTEN IF NECESSARY TO KEEP SITE CLEAN AND SAFE. • CONTRACTOR TO SUPPLY AS -BUILT DRAWINGS AT COMPLETION OF PROJECT. • ALL INFORMATION WILL BE PROVIDED TO ON -SITE SUPERINTENDENT OR THEIR REPRESENTATIVE. • CONTRACTOR TO BID COMPLETE SET OF DRAWINGS / ALL SHEETS. • SUBCONTRACTOR MUST PROVIDE PAYMENT AND PERFORMANCE BOND FOR ANY WORK OVER $100,000.00. CONTRACTOR TO SHOW BOND PRICE IN BID. BOND MUST BE RECEIVED BY HOBBY LOBBY WITH IN 5 BUSINESS DAYS AFTER CONTRACT RECEIVED. • CONTRACTOR MUST INCLUDE AND SHOW SALES TAX ON BIDS. • CONTRACTOR IS TO PLACE ALL DEBRIS IN THE G.C. PROVIDED DUMPSTER. DRYWALL AND FRAMING ITEMS TO INCLUDE IN YOUR BID IF NOT ALREADY NOTED ON PLANS: • A MINIMUM OF 20 GAUGE METAL TO BE USED ON ALL FRAMING COMPONENTS. • REFER TO PLANS FOR LOCATIONS OF HEAVIER GAUGE METALS TO BE USED. • DRYWALL TO BE 5/8" TYPE X, UNLESS NOTED OTHERWISE, TAPED, BEDDED WITH MEDIUM KNOCK DOWN TEXTURE READY FOR PAINT. • 5/8" GREEN BOARD OR "M.R.S." (MOISTURE RESISTANT SHEET ROCK) IN REST ROOMS ON WALLS THAT ARE WITHIN 4'-O" OF ANY PLUMBING FIXTURES. • FURNISH AND INSTALL F.R.P., GLUE MUST BE APPLIED WITH A TROWEL NO EXCEPTIONS. INSTALL F.R.P. CORNERS, JOINTS AND CEILING TRIM CUT TRIM 4" ABOVE FINISH FLOOR FOR COVE BASE INSTALLATION. WHERE APPLICABLE AS SHOWN ON PLANS. • CEILING TILE TO BE ARMSTRONG 2911 PROVIDED BY G.C. • SUBCONTRACTOR TO FURNISH AND INSTALL VINYL CLAD DRYWALL CEILING TILE. • HARD CEILING AND METAL DECKS TO BE TIED TO ROOF STRUCTURE WITH CEILING WIRE AND 1 1 /2" COLD ROLLED STEEL. USE STRUCTURAL GAUGE METAL DECKING ABOVE CASH OFFICE. • CHECK LOCAL CODES FOR SPECIAL CONDITIONS ON CEILING GRID INSTALLATION. • FURNISH LABOR TO INSTALL DOORS, JAMBS AND HARDWARE. • FURNISH LABOR TO INSTALL O.S.B. WAINSCOT IN WAREHOUSE. • FURNISH AND INSTALL WOOD BACKING AT DOOR JAMBS, TOILET PARTITIONS, BABY CHANGING STATION, T.V., TOILET ACCESSORIES, CABINETS, STORE FRONT, AND SIGNAGE IF APPLICABLE. • FURNISH AND INSTALL WOOD BLOCKING AND CORNICE FRAMING AT TOP OF PARAPET WALLS IF SHOWN ON PLANS. (ALTERNATE PROPOSAL) • INSTALLATION OF RESTROOM PARTITIONS AND ALL TOILET ACCESSORIES. • INCLUDE CEILING GRID IN DRYWALL PROPOSAL. • INCLUDE ALL EXTERIOR FRAMING, SHEATHING, AND MOISTURE BARRIER ON ALL EXTERIOR FRAMEWORK. • USE FIRE RATED CAULKING ON FIRE RATED WALLS, WHERE REQUIRED. • INSULATE ALL WALLS BELOW CEILING GRID BETWEEN OFFICES, RETAIL, AND RESTROOM WALLS ADJACENT TO STAGING AREA AS SHOWN ON PLANS. • LABOR AND FASTENERS TO INSTALL G.C. SUPPLIED CABINETS AND SHELVING. • FURNISH AND INSTALL CEILING WIRE AT ALL LIGHT FIXTURE CEILING BRACKETS. COORDINATE EXACT LOCATION WITH ELECTRICIAN. PLUMBING ITEMS TO INCLUDE IN YOUR BID IF NOT ALREADY NOTED ON PLANS: • SAW CUTTING AND REMOVAL OF CONCRETE SLAB AS NEEDED FOR NEW IN GROUND PLUMBING. REPLACE WITH CONCRETE OF EQUAL DEPTH AND STRENGTH, DOWEL EDGES OF SLAB 16" O.C. USING 1 /2" X 2' REBAR. • CAP ALL UNUSED PLUMBING LINES A MINIMUM OF 4" BELOW FINISH FLOOR, NO CONCRETE TO BE POURED INTO ABANDONED LINES. • CAMERA ALL NEW LINES AT COMPLETION OF JOB ON GROUND UP CONSTRUCTION. CAMERA ALL EXISTING LINES AT BEGINNING AND END OF JOBS TO BE REUSED. PROVIDE TAPE OR DVD TO GENERAL CONTRACTOR. • HOT WATER TANK TO BE ELECTRIC AS SPECIFIED. CONTRACTOR TO INSTALL CONDENSATE LINES IF NECESSARY. • HANDICAP SINKS TO RECEIVE WRAPPING ON EXPOSED PIPING PER CODE. • CAP ALL WATER LINES THAT ARE ABANDONED AND REMOVE ALL ABANDONED PIPING. • PROVIDE TRAP PRIMERS ON ALL FLOOR DRAINS. • IF PLANS INDICATE PRESSURE ASSIST TANKS ON WATER CLOSETS VERIFY THAT THE HANDICAP HAVE THE SAME. • GAS PIPING ON ROOF TO BE FASTENED DOWN TO APPROVED OR SPECIFIED BLOCKING. • IF A HIGH PRESSURE GAS LINE SYSTEM IS USED THE REGULATORS AND SHUT-OFF VALVES WILL BE FURNISHED BY GAS PIPE INSTALLER. • IDENTIFY LOCATION OF GAS, WATER AND IRRIGATION SERVICE AND METERS. • CONFIRM NO CROSS CONNECTIONS ON NATURAL GAS SYSTEM OR WATER TO ADJACENT SPACES IF APPLICABLE. • IDENTIFY ANY SUB -METERS INSTALLED ON WATER SYSTEM AND DESCRIBE THEIR PURPOSE. • IDENTIFY LOCATION OF ALL BACK -FLOW PREVENTERS, I.E. FIRE SYSTEMS, IRRIGATION, DOMESTIC WATER, ETC. AND TESTING IF APPLICABLE. • SUBMITTALS FOR ANY NEW FIXTURES AND EQUIPMENT TO BE SUPPLIED TO HOBBY LOBBY PRIOR TO INSTALLATION. • SUBCONTRACTOR TO DO ALL EXCAVATING, COMPACTING AND BACK FILLING NECESSARY. • SUBCONTRACTOR RESPONSIBLE FOR ALL BACKING NECESSARY TO COMPLETE HIS WORK. PLUMBING (GROUND UP) • ALL PIPES SHALL BE CUT OFF AT LEAST 1" BELOW FINISH FLOOR WITH A COUPLING TO TIE INTO AND EXTEND UP AFTER FLOOR AND WALLS HAVE BEEN POURED. • PLACE 12" SONA-TUBE AROUND EACH PIPE FILLED WITH SAND TO 1" BELOW FINISH FLOOR. • AFTER WALLS HAVE BEEN ERECTED LOCATE ALL PIPES AND BREAK OUT CONCRETE COVERING THEM AND EXTEND UP ABOVE FLOOR. • ALL WATER LINES SHALL BE COPPER AND RAN OVERHEAD. • ALL WATER LINES SHALL BE HUNG ON APPROVED HANGERS AND INSULATED. • ALL PVC SHALL BE SCHEDULE 40. CONCRETE ITEMS TO INCLUDE IN YOUR BID IF NOT ALREADY NOTED ON PLANS: • CONTRACTOR TO SUPPLY HOBBY LOBBY WITH MIX DESIGN OF CONCRETE FROM SUPPLIER OR SUPPLIERS PRIOR TO THE POURING OF ANY CONCRETE. ALLOW 2 WEEKS LEAD TIME FOR ENGINEERS APPROVAL. • IF CONTRACTOR USES ANY COMPANY OR INDIVIDUAL AS A SUBCONTRACTOR TO COMPLETE ANY PORTION OF THEIR CONTRACT, THEY MUST NOTIFY HOBBY LOBBY WITH PROOF OF THEIR INSURANCE PRIOR TO DOING ANY WORK ON THE JOB. • CONTRACTOR TO SUPPLY AND INSTALL ALL STEEL REINFORCEMENT TO BE USED ON THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR ANY FABRICATION TO FORM INTO SHAPES AND LENGTHS REQUIRED. • CONTRACTOR TO SUPPLY ALL CONCRETE, MATERIALS, AND LABOR TO COMPLETE THIS PROJECT. (ANY EXCLUSION MUST BE NOTED ON CONTRACT) • G.C. WILL HAVE A SURVEYOR SET PINS FOR BUILDING CORNERS, PIERS, BACK OF CURBS, LIGHT POLE BASES, LOADING DOCK WALLS AND REFERENCE FOR OTHER POINTS ALONG WITH ELEVATIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO SET BATTER BOARDS OR LINES FOR OTHER TRADES TO USE TO ESTABLISH THE LOCATIONS NEEDED FOR INSTALLATION OF OTHER'S ITEMS AS REQUIRED. • CONTRACTOR IS TO LAYOUT AND PLACE ALL EMBEDS AND ANCHOR BOLTS IN CONCRETE AS SHOWN BY DRAWINGS. • CONTRACTOR TO FURNISH AND PUT TO GRADE ALL MATERIALS NEEDED TO BRING SUB GRADE TO FINAL GRADE ONCE SUB GRADE HAS BEEN BROUGHT TO PLUS (+) OR MINUS (-) A TENTH OF A FOOT. • ANY MATERIALS EXCAVATED BY CONTRACTOR ARE TO BE MOVED TO AN AREA DESIGNATED BY SUPERINTENDENT TO BE USED FOR BACK FILL LATER. (ALL SPOILS TO BE REMOVED FROM JOBSITE BY CONTRACTOR) • CONTRACTOR TO EXCAVATE DIRT BETWEEN PIERS FOR PANELS THEN BACKFILL AND COMPACT ALL AREAS NEXT TO ANY AND ALL WALLS. • CONTRACTOR TO FURNISH AND INSTALL ALL SHIMS AND REBAR PINS TO ENSURE LINE AND GRADE OF PANELS. • CONTRACTOR TO MARK PANEL LOCATIONS AND TO HAVE A PERSON PRESENT WHEN PANELS ARE BEING SET TO SURVEY IN PANELS TO ENSURE THEY ARE SET TRUE TO LINE AND GRADE. • CONTRACTOR WILL BE RESPONSIBLE FOR ENGINEERING OF LIFTING POINTS AND BRACING OF PANELS. • CONTRACTOR WILL FURNISH AND INSTALL ALL EMBEDS FOR LIFTING AND BRACING. • CONTRACTOR WILL CLEAN ALL EMBEDS AND REMOVE ANY INSPECTED BY ERECTOR PRIOR TO LIFTING OF ANY PANELS TO INSURE THEY ARE PROPERLY CLEANED AND NO DAMAGE HAS ACCRUED TO LIFTING AND BRACING EMBEDS. • CONTRACTOR TO SET NUTS ON ANCHOR BOLTS TO GRADE READY FOR PLACEMENTS OF COLUMNS. • CONTRACTOR WILL BE RESPONSIBLE FOR ANY CHARGES INCURRED DUE TO ANCHOR BOLTS OR EMBED BEING OFF FROM WHERE SHOWN ON DRAWINGS. • WHEN PANELS ARE SET AND STEEL ERECTED CONTRACTOR TO FURNISH AND POUR CONCRETE ON BOTH SIDES OF PANEL JOINTS TO SECURE THEM. THIS IS TO BE DONE BEFORE ANY BRACING IS REMOVED. ITEMS TO INCLUDE IN YOUR BID • CONTRACTOR TO FURNISH AND INSTALL ANY BLOCK OUTS FOR PLUMBING, ELECTRICAL OR ANCHOR BOLTS. THESE ARE TO BE SET AT GRADE NOT TO EXCEED 1" BELOW FINISH FLOOR AND FILLED WITH SAND TO TOP OF FORM. CONCRETE TO BE POURED OVER THESE. ONCE PANELS ARE LIFTED THESE ARE TO BE CLEANED OUT SO ANY OTHER WORK CAN BE DONE AND THEN FILLED BACK WITH CONCRETE ONCE FINISHED. • CONTRACTOR TO FURNISH AND INSTALL NON -SHRINK GROUT UNDER ALL COLUMNS. • ANY JOINTS WHERE POURS MEET ON FLOOR MUST BE A FLAT SURFACE AND ANY RAISED AREAS WILL BE GROUND BACK FLAT BY CONTRACTOR. • CONTRACTOR WILL FILL ALL PENETRATIONS MADE IN FLOOR. -ALL EMBEDS FOR LIFTING OR BRACING THAT WILL BE EXPOSED ABOVE DECK OR IN STAGING AREA WILL BE FILLED IN TO MAKE A SMOOTH SURFACE. • PANEL EDGES ON THE EXTERIOR WHERE TWO PANELS MEET WILL HAVE A CHAMFERED EDGE. HOBBY LOBBY WILL FURNISH DETAIL. • ANY IMPERFECTIONS IN PANELS THAT ARE EXPOSED TO OUTSIDE OF BUILDING WILL EITHER BE RUBBED OR FILLED SO THAT THEY WILL NOT. SHOW AFTER PAINTED AND/OR TEX-COATED. • CONTRACTOR TO SAW CUT ALL CONCRETE AS LAID OUT ON PLANS. THIS IS TO BE DONE AS SOON AS IT CAN BE DONE WITHOUT CAUSING ANY DAMAGE TO CONCRETE. NOT TO EXCEED 8 HOURS AFTER FINISHING. ANY DUSTS FROM SAWING TO BE SWEPT OFF OF SLAB TO ENSURE CLEAN SURFACE FOR PANELS. • SAW JOINTS WHERE PANELS ARE TO BE POURED ON TOP OF SLAB ARE TO BE FILLED WITH PATCHING CEMENT SO NOT TO TRANSFER TO PANELS AS A DEFECT OR LINE. • CONTRACTOR TO SAW CUT PANELS AT 18" ABOVE DECK BEARING ELEVATION FOR TERMINATION BAR OF ROOFING (WHEN APPLICABLE). THIS IS TO BE DONE BEFORE LIFTING OF PANELS. • CONTRACTOR TO CAULK A LINE ON PANELS BEFORE LIFTING AT DECK BEARING ELEVATION TO CHECK THAT ALL EMBEDS ARE AT PROPER HEIGHTS. THIS IS TO KEEP FROM HAVING ANY DELAYS DURING ERECTION OF BUILDING. • ALL CURBS ARE TO BE POURED AS EITHER A CURB AND GUTTER, OR MONOLITHIC WITH PARKING. CURBS MUST BE FORMED TO ENSURE A UNIFORM SHAPE. • CONTRACTOR TO FURNISH HOBBY LOBBY WITH A SCHEDULE OF WORK TO ENSURE IT MEETS OUR FAST TRACK SCHEDULE AND FOR THE SCHEDULING OF OTHER TRADES. • LOADING DOCK WALLS AND LIGHT POLE BASES WILL BE HAND RUBBED TO A TEXTURE FINISH AS TO NOT SHOW ANY DEFECTS. • CONTRACTOR IS RESPONSIBLE FOR ANY PRICE INCREASE OR OTHER CHARGES INCURRED TO MAINTAIN THE SCHEDULE OF THIS PROJECT. THESE CHARGES WILL NOT BE PASSED ON TO HOBBY LOBBY. • CONTRACTOR WILL BE RESPONSIBLE FOR PUMPING OF WATER THAT MIGHT BE TRAPPED IN BLOCK OUTS FOR COLUMNS, LOADING DOCK OR STORM DRAINS UNTIL THEY HAVE COMPLETED THEIR WORK IN THOSE AREAS. • CONTRACTOR IS TO PAY FOR ALL DRILLING OF PIERS, PUMPING OF CONCRETE, OR THAT OF ANY OTHER EQUIPMENT USED TO COMPLETE THEIR CONTRACT. • CONTRACTOR TO INSTALL ALL ANCHOR BOLTS FOR LIGHT POLES. OTHERS WILL SUPPLY BOLTS AND LOCATION. • ALL FINISHES AND TOLERANCES ARE TO BE AS SPELLED OUT IN SPEC. BOOK. • CONTRACTOR TO SUPPLY AND APPLY A RELEASING COMPOUND WHERE PANELS ARE POURED ON SLAB. THIS IS TO BE APPLIED HEAVY ENOUGH TO ENSURE THAT PANELS WILL NOT STICK. IF COST IS INCURRED DUE TO STICKING OF PANELS, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR THIS AT NO ADDITIONAL COST TO HOBBY LOBBY. ANY DAMAGE TO CONCRETE DUE TO THE STICKING PANELS WILL BE REPLACED OR REPAIRED BY CONTRACTOR. • CONTRACTOR WILL BE RESPONSIBLE FOR ANY BARRICADES TO PREVENT TRAFFIC FROM DRIVING ON PARKING UNTIL IT HAS CURED TO A POINT TO RECEIVE TRAFFIC. • CONTRACTOR TO INSTALL ALL G.C. SUPPLIED EMBEDS. • CONTRACTOR TO INSTALL ALL G.C. SUPPLIED PIPE BOLLARDS. • CONTRACTOR TO BLOCK OUT ALL OPENINGS IN PANELS ON PANEL BOOKS. THESE ARE TO BE SECURED TO MAKE SURE THEY ARE SQUARE. H.V.A.C. ITEMS TO INCLUDE IN YOUR BID IF NOT ALREADY NOTED ON PLANS: • CONTRACTOR AWARDED CONTRACT TO INSTALL NEW LENNOX R.T.U. EQUIPMENT SHALL COMPLY WITH LENNOX, HOBBY LOBBY, AND NATIONAL/LOCAL CODE INSTALLATION CRITERIA. • ANY EXISTING HEATING AND COOLING EQUIPMENT BEING USED ON THE BUILDING IS TO BE INSPECTED USING THE HOBBY LOBBY CHECKLIST SHEET AT THE START OF THE CONSTRUCTION PROJECT (WITHIN 2 WEEKS) AND A DETAILED LIST OF REPAIRS ALONG WITH AN ESTIMATE SENT TO HOBBY LOBBY FOR EVALUATION BY THE H.V.A.C. MANAGER. UPON NOTIFICATION OF BID ACCEPTANCE, CONTRACTOR HAS 2 WEEKS TO INSPECT ALL EXISTING H.V.A.C. EQUIPMENT, NOT BEING REPLACED, AND SUBMIT AN EVALUATION REPORT AND BID FOR REPAIRS TO G.C. EVALUATION MUST BE RECORDED IN FULL ON A HOBBY LOBBY EQUIPMENT EVALUATION FORM. FAILURE TO DO SO MAY AFFECT RETAINAGE IF ANOTHER CONTRACTOR MUST BE CALLED IN TO PERFORM THIS TASK. EVALUATIONS NEED ONLY TO BE COMPLETED ON EQUIPMENT NOT TO BE REPLACED. • MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ASSEMBLY, SPOTTING, INTERNAL INSULATION, AND LEVELING OF ROOF CURBS. INSULATION MATERIAL USED FOR THE INTERIOR SPACE OF THE R.T.U. CURBS WILL BE THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL. • CUT DECKING AT CURBS FOR DUCT WORK INSTALLATION AND ON NEW R.T.U. UNITS HVAC CONTRACTOR SHALL INCLUDE SPACE FOR INSTALLATION OF 1" CONDUIT BY ELECTRICAL CONTRACTOR FOR CABLING REQUIREMENTS. (SEE ELECTRICAL SCOPE OF WORK) • MECHANICAL CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION OF R.T.U. DELIVERY TO JOBSITE WITH JOB SUPERINTENDENT AND LENNOX. EQUIPMENT SHOULD BE TRANSFERRED BY CRANE FROM THE DELIVERY TRUCK TO THE R.T.U. CURB AND NOT STORED ON THE GROUND. • SET ROOF TOP UNITS. • SMOKE DETECTORS ON ALL EXISTING R.T.U.S (NOT GROUND UP CONSTRUCTION) SHALL BE REPLACED BY THE MECHANICAL CONTRACTOR AND MEET LOCAL SMOKE DETECTOR FIRE CODES. SMOKE DETECTORS TO BE FURNISHED BY HOBBY LOBBY AND INSTALLED BY MECHANICAL CONTRACTOR UNLESS NOTED OTHERWISE. • INSTALL THERMOSTATS AND / OR AUTOMATION SENSORS. TERMINATE WIRING TO REQUIRED UNITS AND THERMOSTATS. • LENNOX UNITS WITH BELT DRIVE BLOWER MOTORS ARE SHIPPED WITH THE DRIVE PULLEY IN THE OPEN POSITION. CONTRACTOR MUST ALIGN AND ADJUST PULLEY TO WITHIN 1 TURN OF THE CLOSED POSITION AND THOROUGHLY TIGHTEN THE SETSCREW LOCKING THE ADJUSTMENT IN PLACE. FAILURE TO ADJUST WILL CAUSE THE UNIT TO CYCLE ON LOW PRESSURE DUE TO LOW AIR MOVEMENT. ONLY EXCEPTION, IF CERTIFIED AIR BALANCE IS PERFORMED AND PULLEY HAS BEEN SET BY THE CERTIFIED BALANCING PROCEDURE TO A DIFFERENT POSITION. • G.C. WILL WIRE UNITS TO THE BUILDING AUTOMATION SYSTEM. CHECK FOR REQUIREMENT BY SUBCONTRACTOR. (REFER TO DRAWINGS) • JOBS WITH UNUSED OR DEMISED DUCTING INN THE CEILING CAVITY SHALL HAVE SAID DUCT REMOVED BY THE MECHANICAL CONTRACTOR UNLESS STATED OTHERWISE. • FURNISH AND INSTALL ALL NECESSARY DUCTWORK PER DESIGN ENGINEER SPECIFICATIONS USING HARD ROUND OR RECTANGLE DUCT (A MAXIMUM OF 6 FOOT OF FLEX MAY BE USED PER RUN BETWEEN DIFFUSER AND METAL PIPE) OR PER CODE. BALANCING DAMPERS ARE TO BE INSTALLED IN EACH SUPPLY DUCT RUN FOR BALANCING PURPOSES. DAMPERS TO BE INSTALLED AT THE END OF THE HARD PIPE DUCT RUN AND BEFORE THE FLEX DUCT CONNECTION TO THE DIFFUSER. METAL ELBOWS SHALL BE USED IN A WAY TO KEEP FLEXIBLE DUCT CONNECTIONS STRAIGHT BETWEEN ROUND METAL SUPPLY DUCTING AND THE SUPPLY GRILLE. NO ELLS ARE TO BE FORMED WITH FLEXIBLE DUCTING. • FURNISH AND INSTALL ALL DIFFUSERS. BALANCE AIRFLOW TO EACH REGISTER. • RECOVER ALL REFRIGERANT IN ABANDONED UNITS. (CONTRACTOR TO SUPPLY REFRIGERANT INCIDENT REPORT TO HOBBY LOBBY VERIFYING EQUIPMENT DISPOSAL.) • UNITS 7.5 TON AND LARGER WITH CONCENTRIC AIRFLOW DESIGN SHALL USE RECTANGLE METAL CONNECTIONS PER THE M-2 DRAWINGS. ABSOLUTELY NO FLEXIBLE ROUND DUCT OR RIGID ROUND DUCT CONNECTIONS IN ANY CONFIGURATION WILL BE ACCEPTED BETWEEN THE UNIT AND CONCENTRIC PACKAGES. • MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR SPOTTING AND COORDINATING INSTALLATION OF EXHAUST FAN CURB/S WITH THE ROOFING CONTRACTOR. • CONTRACTOR SHALL COMPLETE HOBBY LOBBY NEW EQUIPMENT START UP CHECK LIST WHEN INSTALLATION IS COMPLETE. THE COMPLETED FORM, FOR EACH UNIT, IS TO BE GIVEN TO THE HOBBY LOBBY SUPERINTENDENT WITH ALL INFORMATION RECORDED FOR REVIEW. • CONTRACTOR TO MAINTAIN A CLEAN WORK ENVIRONMENT AND REMOVE TRASH AND DEBRIS FROM WORK AREA DAILY. ANY CHARGES FOR ROOF REPAIR OR CLEAN UP CREATED DUE TO NEGLIGENCE WILL BE WITHHELD FROM CONTRACTORS' RETAINAGE, NO EXCEPTIONS. • NUMBERING OF H.V.A.C. EQUIPMENT TO MATCH HOBBY LOBBY DRAWING AND PERFORMED BY H.V.A.C. CONTRACTOR PER SHEET BAS1. • MECHANICAL CONTRACTOR WILL COORDINATE WITH ROOFER THE PLACEMENT OF CURBS AND CUTTING OF THE DECKING MATERIAL. • STORES WITH OPEN CEILINGS AND CONCENTRIC AIR DISTRIBUTION DESIGN WILL HAVE CONCENTRIC SUPPLIES INSTALLED IN A MANNER TO PREVENT SUPPLY AIR FROM DISCHARGING DIRECTLY ON LIGHT FIXTURES. THE TOP OF THE SUPPLY DISCHARGE OPENING SHOULD BE MOUNTED NO HIGHER THAN THE BOTTOM OF ALL LIGHTING FIXTURES. • INSTALL DUCTWORK IN OPEN CEILING BEFORE PAINT AND INSTALL DUCTWORK IN GRID CEILING BEFORE GRID INSTALLATION. • MECHANICAL CONTRACTOR WILL BE RESPONSIBLE TO PERFORM TWO FILTER CHANGES IN ALL R.T.U. UNITS OPERATED DURING CONSTRUCTION, USING PLEATED FILTERS WITH A RATING OF NO LESS THAN A MERV 7. FIRST CHANGE TO BE PERFORMED AT THE HEIGHT OF CONSTRUCTION DEMO WITH THE SECOND AFTER FIXTURING BEFORE STORE OPENING. UNLESS SPECIFIED ELSEWHERE,MECHANICAL E CHANI CAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONDENSATE DRAINS MEETING LOCAL AND NATIONAL CODES. SUPPORTS SHALL BE OF TYPE IDENTIFIED ON M-2 DRAWINGS AND ATTACHED TO ROOF MEMBRANE IN A MANNER NOT TO AFFECT ROOF WARRANTY AND TO PREVENT PIPING FROM MOVING OR SAGGING. • LAY IN SUPPLY DIFFUSERS SHALL BE INSTALLED WITH AN INSULATED METAL ELBOW CONNECTING FROM THE FLEXIBLE DUCT DROP TO THE MATCHING THROAT SIZE OF THE DIFFUSER. DIFFUSER BACKING SURFACE SHALL ALSO BE OF THE INSULATED VARIETY OR INSULATED BY THE MECHANICAL CONTRACTOR. • EQUIPMENT TO BE REPLACED OR REMOVED FROM STRUCTURE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPROPRIATE EPA GUIDELINES. PROPER DOCUMENTATION WILL BE FURNISHED TO HOBBY LOBBY DESCRIBING MEANS OF RECOVERY AND DISPOSAL • MECHANICAL CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLATION OF FILTER MEDIA, FURNISHED BY HOBBY LOBBY, TO ALL RETURN GRILLES OR UNFINISHED RETURN DUCT OPENINGS OF R.T.U.'S OPERATED DURING CONSTRUCTION. NO UNIT SHALL BE RUN DURING CONSTRUCTION WITHOUT THIS PRECAUTION BEING ADHERED TO. • MECHANICAL CONTRACTOR WILL COORDINATE WITH JOB SUPERINTENDENT THE ISOLATION AND PROTECTION OF RETURN AIR SMOKE DETECTOR SAMPLING TUBES AND SENSING CHAMBER IMMEDIATELY AFTER PLACEMENT OF EQUIPMENT ON THE ROOF, BEFORE STARTUP. CONTRACTOR WILL BE HELD LIABLE FOR SMOKE DETECTOR FAILURE IF THIS PROCEDURE IS NOT FOLLOWED - NO EXCEPTIONS. PROCEDURE TO BE REVERSED BY THE MECHANICAL CONTRACTOR BEFORE COMMISSIONING OF FIRE ALARM AND TESTING L ES G OF SMOKE DETECTORS. • AS-BUILTS ARE TO BE COMPLETED AND TURNED INTO THE HOBBY LOBBY SUPERINTENDENT AT COMPLETION OF JOB. • HVAC CONTRACTOR SHALL WIRE A THERMOSTAT FOR ALL EXISTING AND NEW UNIT HEATERS. ELECTRICAL ITEMS TO INCLUDE IN YOUR BID IF NOT ALREADY NOTED ON PLANS: • DEMO ALL UNUSED PANELS. • DEMO ALL POWER COMING UP THRU FLOOR. • DISCONNECT (SAFE OFF) ALL ELECTRICAL IN WALLS AND LIGHTING TO BE REMOVED. • RELOCATE ANY PANELS POSSIBLE NEEDED TO ACCOMMODATE NEW CIRCUITS. WIRE AND INSTALL ALL OWNER PROVIDEDPOWER OWER POLES PER PLANS. • WIRE AND INSTALL ALL OWNER PROVIDED PLUG MOLD PER PLANS. • WIRE AND INSTALL ALL 3 PHASE 208 OR 480 CIRCUITS TO ROOF TOP UNITS. (DISCONNECT PROVIDED IN ALL NEW ROOF TOP UNITS.) CONTRACTOR TO PROVIDE EXTERNAL DISCONNECT IF REQUIRED BY CODE. • PROVIDE WIRE TO AND INSTALL WEATHER PROOF G.F.I. CIRCUITS PER LOCAL CODE ON R.T.U.'S. • A 1" CONDUIT IS TO BE INSTALLED ON ALL EXISTING AND NEW R.T.U'S FOR THE PURPOSE OF ROUTING ALL COMMUNICATION AND LOW VOLTAGE WIRING. CONDUIT SHALL CONNECT FORM INSIDE THE ELECTRICAL COMPARTMENT OF R.T.U. PENETRATING THE ROOF DECK AND TO EXTEND NO LESS THAN 18" BELOW THE ROOF DECK. CONDUIT ENDS SHALL HAVE A CONNECTOR AND BUSHING ON EACH END. • PROVIDE ALL CONDUIT STUBS FOR PHONE, DATA, T.V., CAMERAS, ALARMS OR OTHER DEVICES PER PLANS. • PROVIDE WIRE TO AND INSTALL BUZZER SYSTEM TO TRUCK DOCK ENTRANCE PER PLANS. • PROVIDE WIRE TO AND INSTALL BUZZER SYSTEM FOR STORE EMPLOYEE ENTRANCE PER PLANS. • WIRE CIRCUIT TO BALER PER PLANS AND FURNISH DISCONNECT. • WIRE CIRCUIT TO COMPACTOR PER PLANS AND FURNISH DISCONNECT. • WIRE (3) 120 VOLT 20 AMP CIRCUITS TO SIGNAGE PER PLANS WITH JUNCTION BOXES. • PROVIDE WIRE TO INSTALL (1) 120 VOLT 20 AMP DEDICATED CIRCUIT FOR SECURITY SYSTEM. • PROVIDE WIRE TO INSTALL (1) 120 VOLT 20 AMP DEDICATED CIRCUIT FOR FIRE ALARM SYSTEM. • WIRE AND INSTALL ALL OWNER PROVIDED LIGHT FIXTURES PER PRINT. • SUPPLY UNI-STRUT AND FIXTURE CHAIN ON LIGHT FIXTURES IN SALES AREA. (OPEN CEILING SYSTEMS ONLY) ALL LIGHTING TO BE LEVEL AND STRAIGHT. • PROVIDE AND INSTALL (2) 3" CONDUITS FROM TELEPHONE BOARD TO DECK FOR HOBBY LOBBY INSTALLED LOW VOLTAGE WIRING. • ELECTRICAL CONTRACTOR SHALL INSTALL OWNER PROVIDED LIGHTING CONTACTOR PANEL (L.C.O.). ALL BUILDING AUTOMATION SYSTEM INTERIOR AND EXTERIOR LIGHTING, POWER POLES, AND CEILING PLUGS ARE TO BE CONNECTED IN THE .C.P. THEN ROUTED BACK TO APPROPRIATE BREAKER PANEL. • ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VAC POWER TO L.C.P. ALSO PROVIDE PVC RACEWAY TO EXTEND FROM THE TOP LEFT OF THE L.C.P. UP THROUGH THE DROP CEILING OR CEILING GIRDER WHICH EVER IS REQUIRED. • INVESTIGATE M.D.P. FOR LIGHTING CONTROL CIRCUITS FOR EXTERIOR LIGHTING CIRCUITS, DESIGNATE, AND MARK. • INVESTIGATE TO ASSURE NO OTHER BUILDINGS OR AREAS ARE BEING SUPPLIED FROM HOBBY LOBBY ELECTRICAL SWITCH. • TEMPORARY LIGHTING AS NEEDED FOR CONSTRUCTION PURPOSES. • IDENTIFY AND MARK ALL SERVICE GEAR AND PANELS WITH TYPED PRINT. • RENTAL EQUIPMENT • ELECTRICAL PERMIT • ALL DEMO WIRING AND PANELS ARE THE PROPERTY OF HOBBY LOBBY. • IDENTIFY ELECTRIC SERVICE AND METER SUPPLYING POWER TO LOCATION. • CONFIRM NO CIRCUITS FEED POWER TO ADJACENT SPACE OR EXTERIOR OF BUILDING FROM DISTRIBUTION PANELS, I.E. PARKING LOT LIGHTING, PEDESTAL SIGNS, ETC. • IDENTIFY ANY SUB -METERS ON UTILITY SERVICE AND THEIR PURPOSE • REQUEST THE MOST CURRENT FIXTURE PLAN FROM SUPERINTENDENT BEFORE INSTALLING THE HOME RUNS TO THE POWER POLES AND ANY FIXTURE DISPLAY. • ALL SENSOR, COMMUNICATION, (SECURITY AND FIRE AS NEEDED) CABLES SHALL BE PULLED THROUGH 1" CONDUIT INTO R.T.U. CABLES ARE NOT TO BE STRETCHED, NICKED, OR CUT. CABLES IS TO BE ROLLED UP AND TAPED INSIDE OF UNIT. • ALARM DRAWINGS PROVIDED BY HOBBY LOBBY. PROVIDE CONDUIT AND J-BOXES WHERE REQUIRED FOR CEILING HORNS, PULL STATIONS, CONTROL PANEL AND KEY PAD. IF ALARM PLAN IS UNAVAILABLE OR NOT ATTACHED TO THE SET OF PLANS AT THE TIME OF BIDDING ONE WILL BE PROVIDED TO ELECTRICAL CONTRACTOR. • WIRE EXHAUST FAN FOR RESTROOMS AND CONFIRM VOLTAGE WITH H.V.A.C. CONTRACTOR. • WIRE WATER HEATER FOR RESTROOMS AND CONFIRM VOLTAGE WITH PLUMBING CONTRACTOR. • PROVIDE AND INSTALL (1) 3" CONDUIT FROM ALARM PANEL TO BOTTOM OF BAR JOISTS. VERIFY LOCATION ON PLANS. • PROVIDE TEMPORARY 200 AMP PANEL LOCATED IN THE CENTER OF THE STORE WITH 20 CIRCUITS FOR CONTRACTOR USE. • PROVIDE A SEPARATE PRICE FOR EXTERNAL DISCONNECT WHICH MAY BE REQUIRED BY CODE. • NUMBERING OF R.T.U.'S ARE TO FOLLOW BUILDING AUTOMATION SYSTEM DRAWING. • AS-BUILTS ARE TO BE COMPLETED AND TURNED INTO THE HOBBY LOBBY SUPERINTENDENT AT COMPLETION OF JOB. • 10 TON LENNOX R.T.U. DISCONNECTS SHALL BE LOCATED AS INDICATED (SEE DETAIL SHEET 5-E3). • TWO (22) FOUR SQUARE BOXES (ONE ABOVE THE OTHER CONNECTED BY [" CONDUIT) WITH S/G PLASTER RING (5/8" RAISE) SHALL BE MOUNTED ON COLUMNS WITH THERMOSTATS. TWO [" CONDUITS OUT OF THE TOP OF THE BOX SHALL BE EXTENDED 6 INCHES ABOVE CEILING GRID. CONDUIT END SHALL HAVE A CONNECTOR AND BUSHING ON EACH END. • A (2-") FOUR SQUARE BOX WITH S/G PLASTER RING (NO RAISE) SHALL BE MOUNTED FOR UNIT HEATER SENSORS PER E1 OR BUILDING AUTOMATION SYSTEM DRAWINGS. A [" CONDUIT OUT OF THE TOP OF THE BOX IS TO BE EXTENDED NO LESS THAN 1 FOOT FROM THE DECK. CONDUIT END SHALL HAVE A CONNECTOR AND BUSHING ON EACH END. • ALL BREAKERS ARE TO BE LABELED. • ELECTRICAL CONTRACTOR SHALL INSTALL OWNER PROVIDED VERIS METER AT SERVICE ENTRANCE FEEDING MAIN DISTRIBUTION PANEL. THE VERIS METER IS TO BE POWERED WITH A 3-PHASE 20 AMP BREAKER. • PROVIDE ADD ALTERNATE TO FURNISH AND INSTALL CEILING WIRE AT ALL LIGHT FIXTURE CEILING BRACKETS. SPRINKLER ITEMS TO INCLUDE IN YOUR BID IF NOT ALREADY NOTED ON PLANS: • PRIOR TO STARTING WORK CONTRACTOR SHALL SEND TWO COPIES OF PLANS TO CORPORATE OFFICE FOR OUR REVIEW AND RECORDS. SEND TO CONSTRUCTION DEPARTMENT CONTRACTOR ADMINISTRATOR: 7707 S.W. 44TH STREET, OKLAHOMA CITY, OKLAHOMA 73179. • PROVIDE AND INSTALL VALVED TEST CONNECTIONS FOR SYSTEM AS REQUIRED. • NECESSARY ENAMEL SIGNS SHALL BE INSTALLED ON CONTROL VALVES, DRAINS, AND INSPECTOR'S TEST IN ACCORDANCE WITH GOVERNING BODIES SPECIFICATIONS. • CONTRACTOR IS RESPONSIBLE FOR INSTALLING FIRE SUPPRESSION SYSTEM PER GOVERNING AGENCY. • CONTRACTOR RESPONSIBLE FOR ALL PERMITS, LICENSE AND OBTAINING APPROVED DRAWINGS FOR GOVERNING AGENCY. • CONTRACTOR TO DESIGN LOCATION OF SPRINKLER HEADS TO AVOID CONFLICT WITH LAYOUT OF LIGHT FIXTURES AND CEILING GRID. LIGHT FIXTURE LAYOUT WILL STAY AS DESIGNED AND NOT BE MOVED. SPRINKLER HEADS WILL BE ADJUSTED ACCORDINGLY AROUND FIXTURE LAYOUT. • CONTRACTOR IS RESPONSIBLE FOR STANDARD PIPE CONNECTION, CONNECTION TO THE BUILDING, AND BRINGING MAIN INTO BUILDING AT SPECIFIED STUB UP. OWNER PROVIDES WATER MAIN LOCATED 5' OUTSIDE OF BUILDING LINE. CONTRACTOR IS RESPONSIBLE FOR EXCAVATION AND BACKFILL. • CONTRACTOR TO PROVIDE BACK FLOW PREVENTER IF REQUIRED BY NATIONAL CODE OR CITY REQUIREMENTS. • CONTRACTOR IS RESPONSIBLE FOR ALL TESTS TO MEET GOVERNING CODES. • CONTRACTOR TO PROVIDE ALL TAMPER AND FLOW VALVES NECESSARY FOR SYSTEMS. • CONTRACTOR WILL BE REQUIRED TO BE AVAILABLE AT THE JOB SITE FOR ALL SPRINKLER AND ALARM RELATED INSPECTIONS. RE -INSPECTIONS ARE INCLUDED ALSO. • P.I.V., F.D.C. AND ASSOCIATED BACK FLOWS PROVIDED IF REQUIRED. • CONTRACTOR TO FURNISH AND INSTALL BOX FOR SPARE HEADS AND WRENCHES. • ALL AREAS WITH A GRID CEILING AND SURFACE MOUNTED LIGHTS SHALL HAVE A PENDANT TYPE SPRINKLER HEAD WITH A 2 PIECE ESCUTCHEON THAT HANGS DOWN BELOW THE CEILING SO THAT LIGHTS WILL NOT INTERFERE WITH THE COVERAGE. ALL LAYOUT OF SPRINKLERS MUST MATCH HOBBY LOBBY LIGHTING LAYOUT. • ALL SPRINKLERS SHALL BE COORDINATED TO MISS THE CEILING GRID. • SPRINKLERS SHALL BE SPACED IN ACCORDANCE WITH THE LIGHTING AND MECHANICAL EQUIPMENT. LIGHTING AND MECHANICAL EQUIPMENT PLACEMENT SHALL HAVE PRIORITY OVER THE SPRINKLER PIPING. SPRINKLER PIPES SHALL NOT PENETRATE AIR DUCTS OR STRUCTURAL MEMBERS. PROVIDE ADDITIONAL SPRINKLERS AROUND MECHANICAL EQUIPMENT, PIPING, DUCTWORK AND OTHER OBSTRUCTIONS AS REQUIRED BY NFPA 13. • PROVIDE CEILING ACCESS DOORS WHERE REQUIRED TO ACCESS VALVES OR OTHER ITEMS REQUIRING MAINTENANCE IN PLASTER CEILINGS. ALL ACCESS DOORS SHALL BE SIZED AND LOCATED TO PERMIT EASY ACCESS TO THE ITEMS REQUIRING MAINTENANCE. CEILING ACCESS DOORS SHALL BE 24" x 24" MINIMUM. • ALL PIPING SHALL BE CONCEALED ABOVE CEILING OR IN WALL SPACES UNLESS OTHERWISE NOTED. THE ROUTING OF ALL EXPOSED PIPING SHALL BE REVIEWED AND APPROVED IN THE FIELD BY HOBBY LOBBY PRIOR TO INSTALLATION. • ALL EXPOSED SPRINKLER PIPING DOES NOT NEED TO BE PAINTED UNLESS REQUIRED BY LOCAL CODE. IF SPRINKLER PIPE PAINTING IS REQUIRED ALL PIPING SHALL BE THOROUGHLY CLEANED BEFORE IT IS PAINTED. INSTALL CHROME ESCUTCHEONS AT ALL EXPOSED WALL PENETRATIONS. SLEEVE AND SEAL WALL AND FLOOR PENETRATIONS AS SPECIFIED. • ALL WALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE SEALED AS SPECIFIED. VERIFY LOCATION OF ALL FIRE RATED WALLS AND FLOORS WITH OWNER. SEAL ALL REVEALING WALL PENETRATIONS & CAULK. SEE SPECIFICATIONS. ALL SPRINKLER PIPING SHALL BE INSTALLED AT SUCH T T C H HE SYSTEM WILL COMPLETELY DRAIN BACK TO THE MAIN. IF A SECTION OF PIPING CANNOT BE SLOPED BACK TO THE MAIN, AN AUXILIARY DRAIN VALVE WITH PERMANENT LABEL AND HOSE THREAD CONNECTION MUST BE INSTALLED. ALL AUXILIARY DRAINS SHALL BE CONCEALED FROM OCCUPIED SPACES. • FIRE PROTECTION CONTRACTOR SHALL PERFORM FLOW TEST TO VERIFY AVAILABLE FLOW PRIOR TO PREPARING HYDRAULIC CALCULATIONS. STEEL ERECTION ITEMS TO INCLUDE IN YOUR BID IF NOT ALREADY NOTED ON PLANS: • CONTRACTOR TO SCHEDULE UNLOADING OF ALL STEEL DELIVERED TO SITE AND STAGE IN DESIGNATED AREA. • CONTRACTOR IS TO PROVIDE ALL EQUIPMENT AND LABOR NECESSARY FOR INSTALLATION OF ALL STEEL AND ANY WORK RELATED TO CONTRACT. • CONTRACTOR IS TO CONFIRM MATERIAL LIST AT TIME OF OFF LOAD. SHORTAGES SHOULD BE NOTED ON DELIVERY TICKET. • CONTRACTOR WILL BE REQUIRED TO CONFIRM PANEL LAYOUT WITH CONCRETE CONTRACTOR. • CONTRACTOR IS REQUIRED TO INSTALL ALL R.T.U. STRUCTURAL FRAMING SHOWN ON PRINTS AND COORDINATE WITH H.V.A.C. CONTRACTOR. • PANEL ERECTING IS TO BE INCLUDED ALONG WITH BRACING. • CONTRACTOR TO INCLUDE PRICE FOR RAILING AND JIB CRANE INSTALLATION. E.I.F.S. ITEMS TO INCLUDE IN YOUR BID IF NOT ALREADY NOTED ON PLANS: • CONTRACTOR IS TO PROVIDE ALL NECESSARY EQUIPMENT TO COMPLETE THE JOB. • CONTRACTOR IS REQUIRED TO KEEP PRODUCT OFF OF OTHER MATERIALS AND SURFACES. • CONTRACTOR MUST VERIFY E.I.F.S. COLORS THROUGH HOBBY LOBBY BEFORE ORDERING MATERIALS. • CONTRACTOR IS TO PROVIDE A PRICE FOR WEATHER PROTECTION IF IT BECOMES NECESSARY. • CONTRACTOR IS REQUIRED TO USE SENERGY OR DRYVIT FINISH PRODUCTS. MASONRY ITEMS TO INCLUDE IN YOUR BID IF NOT ALREADY NOTED ON PLANS: • CONTRACTOR TO PROVIDE ALL MATERIALS AND LABOR AS SPECIFIED. • CONTRACTOR IS TO PROVIDE ALL EQUIPMENT NECESSARY INCLUDING SCAFFOLDING TO COMPLETE THE JOB. • CONTRACTOR IS TO PROVIDE A COST FOR WINTERIZATION AS AN ALTERNATE. • CONTRACTOR IS TO BE RESPONSIBLE FOR STORAGE OF HIS MATERIALS AND SUPPLIES ON THE JOB SITE. • CONTRACTOR IS RESPONSIBLE FOR REMOVING WATER, SILT, SLUDGE, SAND, OR DIRT THAT HAS ACCUMULATED ON FOOTING DURING CONSTRUCTION WORK IN ORDER TO PROCEED WITH HIS OWN WORK. • CONTRACTOR IS TO PROVIDE AND INSTALL ALL STEEL LINTELS, REBAR AND DRY STACK STONES. • MASONRY CONTRACTOR IS RESPONSIBLE FOR ALL BRACING NECESSARY FOR THE WALLS. • CONTRACTOR IS TO PROVIDE AND INSTALL WEEP HOLES WHERE SHOWN ON DRAWINGS. • CONTRACTOR IS RESPONSIBLE FOR CLEANING OUT MASONRY EXPANSION JOINTS BEFORE THE WATERPROOFING OF EXPANSION JOINT WITH CAULKING. • CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF EXCESS GROUT IN JOIST POCKETS. • CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL EMBED PLATES AND ANCHOR BOLTS. • CONTRACTOR IS RESPONSIBLE FOR FILLING CELLS WITH GROUT PER STRUCTURAL DRAWINGS AND APPLICABLE CODES PER CITY AND STATE. • CONTRACTOR IS RESPONSIBLE FOR MATCHING COLOR OF MASONRY AND GROUT. • PROVIDE SAMPLE PANEL OF MASONRY PRODUCTS IF REQUIRED. STOREFRONT ITEMS TO INCLUDE IN YOUR BID IF NOTE ALREADY NOTED ON PLANS: • CONTRACTOR IS TO PROVIDE SILL PLATE AT BOTTOMS OF ALL MULLIONS. • CONTRACTOR IS TO PROVIDE CLOSED BACK JAMB FOR INSTALLATION OF AUTOMATIC DOORS. • VERIFY ON PRINTS, ANY TINTING REQUIREMENTS BY CODE. • WHEN USING 4 1 /2" INCH MULLIONS YOU WILL BE REQUIRED TO WET SET INSIDE OF RAILS AND STILES BEFORE SETTING GLASS. • CONTRACTOR IS TO PROVIDE ALL CAULKING AROUND PERIMETER OF GLASS STOREFRONT INSIDE AND OUT. • CONTRACTOR WILL BE REQUIRED TO INSTALL STOREFRONT BEFORE AUTOMATIC DOORS ARE INSTALLED. VERIFY FINISHED OPENING BEFORE MANUFACTURING. • VERIFY THAT ALL FRAMES AND GLAZING MEET APPLICABLE CODES. ROOFING ITEMS TO INCLUDE IN YOUR BID IF NOT ALREADY NOTED ON PLANS: • CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF WOOD NAILERS AND PLYWOOD AT THE TOP OF C.M.U., TILT UP WALL, E.I.F.S., AND STRUCTURAL FRAMING AND BID AS AN ADD ALTERNATE. • CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY PADS UNDER GAS LINES, CONDENSATE LINES, AND WALK PADS. • CONTRACTOR IS TO PROVIDE THE ROOF WARRANTY TO HOBBY LOBBY IN THE OWNER'S NAME AND ADDRESS. VERIFY COVERAGE REQUIRED (I.E. 15 OR 20 YEAR WARRANTY) • CONTRACTOR IS REQUIRED TO USE HICKMAN FLASHING, OR APPROVED EQUAL, WHERE DESIGNATED ON PRINTS. • CONTRACTOR IS REQUIRED TO FILL IN METAL DECKING BEFORE RE -ROOFING OVER (ON REMODELS). • CONTRACTOR IS RESPONSIBLE FOR ALL GUTTERING AND DOWNSPOUTS AS PER PLANS. PROVIDE ADAPTORS AT BOTTOM OF DOWNSPOUT TO STORM SEWER SYSTEM IF REQUIRED. • CONTRACTOR WILL BE REQUIRED TO DO A FINAL SWEEP AFTER STORE IS COMPLETED TO REPAIR DAMAGE OR FAULTY INSTALLATION. A ROOF DAMAGED BY NEGLIGENCE WILL BE BACK CHARGED TO RESPONSIBLE PARTY. • CONTRACTOR MUST PROVIDE AND INSTALL EXPANSION JOINTS, VERTICAL AND HORIZONTAL WHEN REQUIRED. THEY MUST BE INSTALLED PER DETAILS ON DRAWINGS. PAINTING ITEMS TO INCLUDE IN YOUR BID IF NOT ALREADY NOTED ON PLANS: • CONTRACTOR IS REQUIRED TO PROVIDE ALL EQUIPMENT AND MATERIALS NECESSARY TO COMPLETE JOB. • CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL PAINT OFF OF FLOORS, PARAPETS, AND BAR JOISTS. • CONTRACTOR WILL BE REQUIRED TO CAULK ALL PRODUCTS FINISHED TO: F.R.P., METAL JAMBS, CABINETS, ETC. • ALL WALLS, COLUMNS, AND PEG WILL BE REQUIRED TO HAVE ONE COAT PRIMER AND TWO COATS FINISH. • CONTRACTOR IS REQUIRED TO SUBMIT EXTERIOR PAINT SAMPLES TO BE APPROVED BY HOBBY LOBBY. • ALL PAINT MATERIALS TO BE PURCHASED FROM SHERWIN WILLIAMS. OIL BASE IS REQUIRED ON ALL METAL. SEMI -GLOSS LATEX IS REQUIRED ON ALL WALLS INCLUDING STAGING AREA WALLS. C.M.U. AND CONCRETE WALLS ARE NOT REQUIRED TO BE PAINTED IF NEW ONLY IF PREVIOUSLY PAINTED. IF PAINTED, BLOCK FILLER MUST BE INCLUDED. • CONTRACTOR NEEDS TO REPLACE CEILING TILE IF REMOVED WHILE PAINTING. • CONTRACTOR IS REQUIRED TO IDENTIFY ALL TOUCH UP PAINT WITH PERMANENT MARKER FOR STORE MANAGER. REMOVE ALL OTHER PAINT AND MATERIALS FROM JOB SITE AND DISPOSE OF AV PROPERLY. CH -UP PAINT. LEAVE TOUCH-UP • ALL SPRINKLER HEADS ARE TO BE PROTECTED FROM PAINT OVER SPRAY AND THE METHOD OF PROTECTION OR COVERING REMOVED. • PAINT ALL EXPOSED METAL ON ROOF INCLUDING ROOF HATCH AND BRACES. • PAINT ALL GAS LINES ON ROOF. • IN AN OPEN OR EXPOSED CEILING SITUATION CONTRACTOR IS TO PROTECT OR CLEAN FLOORING AND ALL AREAS NOT TO RECEIVE PAINT. ALARM SYSTEMS ITEMS TO INCLUDE IN YOUR BID IF NOT ALREADY NOTED ON PLANS: • ALARM CONTRACTOR TO BID AND INSTALL SYSTEM PER HOBBY LOBBY ALARM CONTRACTOR FIELD PACK. p+enb412 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 W �� ~w wpzN (n o Lnows �N<-ao zaF zwt�w¢3 W w �V)LX a5�poo< aQ E=zQN= Of a oa O Loa ¢c�a``'ac~io�o !i a CJ .z,z�� �w�F U X O 3w�W��oowawCr LU acr~oa 00- z�� oa���z� Qzv)nw8o v� w� ocno aaSaz V- ZF-J�C7F- 0_ 00Xww<w`o�wWZ �m �wazl-'~ow�'ooc�ao} U7 F-�ii�n(Aa.z>iraawoaM >M I M 0 w Q Q ~ JO 1Z )LL illiiiiiiiiiiiiiiiiiiiiii O 0(6 m J �_ J 2 Q r>_W 'o Ly(D= CL=�MCO N 0 M (` w �� as 0 ti ISSUE BLOCK CHECKED BY: DF DRAWN BY: JCF FILE NAME: G1.1 DOCUMENT DATE: 08-09-13 I .0 DID NOTES I I . SHEET: G1.1 1 - L __ ,III1 _L I I I a a) a o 3t U X m g I Q E O - Q O) N O O N � 0 Q) oco U Q o, J C: In i�: U) 0 — U N O O ..a o o N / 0o0 o� F_o z; F, 6 5.8 5.6 5.2 5 4.6 4 I I I I I I I I I I i RECEIVING I AREA I 114 SPRINKLER ROOM JANITOR MEN'S 117 WOMEN'S CLOSET ALCOVE RESTROOM RESTROOM I 1o8 106 F104 105 - ----- J STAGING PRIMARY KIteY KIRBY KItBY KRBY 1 -- —'FRAME TABLE ® I ® TAM ® GP" ®'�� DRYM"T SEE ENLARGED AREA L _y__L _�+ EMPLOYEE SECTION A �\ _ - l 113 ROOM LOUNGE \ 102 107 �� -- I OFFICE FINISHED FINISHED F1NISiED FINISHED FRAME FRAME FRAME FRAME FRAME FRAME SUPPLIES A T- IRT T- HIRT T- HIRT T- IRT T-SHIRT T-SHIRT BW ��EASELS EASELS WALL EASELS 1 9 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 1 MATBOARD M \ H ( r F in SEE ENLAF SECTION C a 35' i in Ln �n �n in in in �n I �n �n in �n 35' r7 r� r� rj rljI'ri I'7 F'7 \ FRAMES cn ----- 35' W 35' -----, I — I 35' } r , I 5 35' I _j 3 1 = CO 1 La w ``' 1 Q I 5' - 0' Ln Ln = 5' - 6" 35' I I I Z M ^, X I M � I 5'-8" co 5, �Y 35' M 3 NEEDLE ART r� 6'-5 35' 35' J Iff9 Q 01 4 N W 4 4 35 w HOME DECOR 6 104 10 ,-- 4'-4'-6g O, - 4' 4'-610 6,> >_o JoLEEs 6'-104„ I ° 1 ° a I 6'-5 HOLTZ I g a d 2 35' HOLTz Q PROGRAM "<.o co co cD � �o co co co cfl co PARTY lZ_ 15'-0" CD „„FABRIC I SPEED AISLE 4 -6" 4'-6 4 -6 4 -6 4 -6' 5'- 6 5'- 6' 5 -6 5'-0' 5'-6 4'-6 I 35' j -.21 ILI 'Ll I j 'Ll U 11 tj I ... I u SEE ENLARGED Q SECTION E 15 - 0' 35' co 1 1401 SPEED AISLE r � � � 0 3 5' 1ao1 1401 n o 35' Ll It1401 1401 N Ln Q I 35' 0 1ao1 -`�� 1401 (D 35' o I � I 35' � 1ao1 1ao1 � 4 35' o o a 00 00000 35' 11401 HL2o00 401ll 35' a FLORAL I w w I I 1n ° w E E ° E E E 0° � 1n 5, o» in _ L E-- o E 5,-0„o a Q 5' o o -U.)o o Lu 0- o I in in r'Ln ^Ln -- - itinLn in n Lo n ro rt�o ro ro Iro '-0'-� 0' 6-5� 505-05-05-5'-0" 5-05-025'-84'-64'-64'-6[4'-64'-64'-6MAGAZINES 1„ ! ;n P4]I I [IT [)j�15-0" D E C 1 z C B I 1 1 O HL HL HL HL B A A I 1 266E 6'- o" 266E 6'- o" 266E 6'- o" 266E I WEo E D � 1 i 1 c B 1 1 ( 1 B A A i I o ------ 1 J E E D 1 x D C - `` I I \ \ \ I C B \ I I \ B A A i I I I F 1 I \ M I CART CORRAL CART CORRAL �\ INSTRUCTIONAL CASH 'I Ii MANAGER'S i AREA VESTIBULE OFFICE OFFICE 103 116 111 110 1 I i ! ALCOVE 1,I — ---- — I - - - - - - -- 109 1 I 6 5.9 FIXTURE PLAN 1 3/32"=1'-O" y0 I I I I I I I I 1 I I I I I I I I i I 5.4 5.3 5 4.9 4.1 4 3.7 3.5 3.2 3 2.8 2.4 2 1.9 203'-17" ! ___0 SEE ENLARGED SECTION B SALES FLOOR 101 WN B.1 -- B ENLARGED SECTION D ENLARGED SECTION A _ENLARGED _ SECTION E ENLARGED SECTION C p+enb2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 w ��~w wzln z� p¢-moo � ow �z_0 zwF�w23 w o �NU� a0VwO LU w a <a x���a�ow— aNW vl=z = O xotN,azacOdwQop20 tL apoMOQZQ�ooN?� N—� w �XvfwppQ} aw p� zp ~aJ ;t5o f00oonw%w-W��MaX o �a 0a- �ZNa: w p0VMz Q CU_FPw 0U_ aaaoH>_Vxz UMZ,- 0IOny� OmwOzwp ow w ,'awm �wo�' F- Nwa"nowo�or O¢5�nwzMaz n H=NV0(_=2_4.wOd' >. I I M �a >� 0 F_ _jo n LL O OJ �J > W Q c 0= a c� LLj M N .\2 c�\z 0 0 O ISSUE BLOCK CHECKED BY: DF DRAWN BY: JCF FILE NAME: F1.0 DOCUMENT DATE: 08-09-13 J^LI FIXTURE PLAN (DO NOT BID) i HEEiF1.0 :E w Q �� a a� rq N 00 N \ I 0 Q) > / Q U 1- C Q o, J � � 0 a� V) O - U L m ,z N U L014- 0 o o N / \ T o 00 O 0 0 Z -C F, 6 5.8 5.6 5.2 5 4.6 4 bb LIFE SAFETY PL 3/32"=1'-0" ON I I I 5.4 5.3 5 4.9 I I I I I 1 1 (66 66 203'-12"666 I � I 2.4 2 1.9 1.6 Area Calculations Stockroom GROUP S1 Office GROUP B Sales GROUP M Assembly GROUP A2 Mezzanine GROUP S1 F- CY U) 1396.75 241.03 40065.27 344.82 1135.69 593.69 258.22 1167.56 1412.69 20.35 922.28 222.98 24.60 400.21 244.22 86.14 27.54 Total 12035.39 11821.74 141813.71 1344.82 1 2548.38 Occupant Loads SQFT / 300 SQFT / 100 SQFT / 30 SOFT / 15 SQFT / 300 Stockroom Office Sales Assembly Mezzanine 6.78 18.22 1393.79 22.99 8.49 Total 7 19 1394 23 9 Inches Required Occupant Load x 0.2 0.3 Total Stockroom I Office I Sales I Assembly Mezzanine 1.4 13.8 1278.8 1 4.6 2.7 Inches Provided Exit No. Stockroom Office ales Assembly Mezzanine 00 1 118 2 118 L 3 1 2 64 4 1 2 25 5 0 5 33 0 6 32 1 7 33 a 8 2 31 9 1 32 Total 35 5 388 5 1 67 NFPA Life Safety (Sales Floor Inches Required x .667) Required 1Provided Total Sales Front Wall Egress Inches 1185.88 1,368.00 // / � EZZANIN / 112 j 1139 300 S-1 4 5.6OCCUPANTS 33 EXIT #5 //// MEZZANINE PLAN ROTATED 90 CLOCKWISE FROM ACTUAL LAYOUT O MEZZANINE LIFE SAFETYPLA 3/32"=1'-C" ELECTRICAL ROOM LIFE SAFETY PLAN -0I of p+enb2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 W Ujw�oZ ,�"ZQ� 000n o zozwNQ3D w w o 0U,m Q>OFwo U., w_w wo 0 to � QQ �~O�OOt/�=ZQN� w� No<--wMFZO �O allorQo<'Z'F-QSWF-o U-Jj M7 Q Q 00�0 Z 3��oa�ajo<i`i�Za�wF-a OZN Q\OFNOOU�ZZ Q *< Lw-o V) ��}�v�o �z=�o�U4wv�Wo'-w 0 mw OCr w w Z Z wm D_ Lnwazw`towL o005<or (!) �N O Q O K N w 2 Z M K Q ��c�ocnao�aawoa� >11111111111 MQ C) Ft ~ �O ::)LL o0(6 �J M�/ -J w -4- LL � = o a MN c� C12 co 1`0 lx wcr 0 ISSUE BLOCK CHECKED BY: DF DRAWN BY: JCF FILE NAME: L1.0 DOCUMENT DATE: 08-09-13 LI FE SAFETY PLAN SHEET: Ll . 0 i f I It-L- II I I I 5.8 5.6 5.2 5 4.6 4 DE-Dnip CVICTIAIr nl CAD All r1rr'j MlC 203'-1 1 ARCHITECTURAL SITE PLAN....IQ;1 2o o� -0 -0 NG VG VG 3 TO N -0 �o elL 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 Uj cW 0 �o�w� NQN�p Wp � V)LL�L'X ?vIc-,U- a OOL� QQ Lou ~ LU 0 w� 3z Q �w�r O� a`no J Qo�zf a00 0Fo Q*Xcnwp�<} zp 3W�iwpDOaUj�ww�pQ < zvai a�ow�vjooOn 6zz tr�U�}�-0 5 �ZC� OJU4-w'0'Uj p0r=fw-wQwOww(L NLJ V)wn,Zf-t0wL100 5Qo>- (n 4Z)Noowa.:)waawan 5 MQ 0 0 — LU 1 JO LL 00(6 m J J_ >M W J= Q M Iw = V O a MLLJ.-i NC\2 0 as 0 ISSUE BLOCK CHECKED BY: DF DRAWN BY: BMS FILE NAME: SP1.0 DOCUMENT DATE: 08-09-13 THIS DOCUMENT WAS PREPARED BY OTHERS AND HAS NOT BEEN VERIFIED AS TO ITS ACCURACY OR COMPLETENESS AND SHALL BE USED AS REFERENCE ONLY. ARCH SITE PLAN =�SP1.0 � 15'-0" �7'- 0 21'-0" -112 13'-0„ 20'-0" � I I � � — - —�-- - I - - - - - - - - - r r r - D14 r 00 9 -0" D11 I 11 D4 li II rT/T-7- I i I I EXISTING TRUCKWELL TO REMAIN uj Y D15 ' �, 1 D5 i OI O) I D7 � i'�/' � i' i I EXISTING PLUMBING EXISTING PLUMBING D4 1 D14 RISER TO REMAIN RISER TO REMAIN - I' \ I J 110 O I -- ------ EXISTING I ii li D1 I I ii D1 i i ------ it -----� TRANSFORMER I i 1 I 11 RELOCATE STAIRS AND TO REMAIN D1 V ,� I D4 MODIFY LANDING. REF D4 1 D1 D1 D1 / A1.0 AND STRUCTURE. IL-----�_ / H \ I r-----7-- -�— — — — — — — — — EXISTING RPZ I r- _ D1 ,- — U l ii TO REMAIN—, I I I I I I, II 1 I I D1 I I I �I ( I a` \ II I I �- I �D1 I I I��I VF II I I CAI D16 01 I I \ ELECTRICAL CHASE �j �\�=--L_JL_J� ���I -I - - - - - I - - - REMAIN.- REF ELECTRICAL o i I I J 1�D1 I iD1 I- —-- _ --C-�-� - I D16 L— D1 I r[j � --J ---------r' 11 ------------------------------------ --�� A---------� - --------------�__�=__________{- -T 1------------tS-I I __ II r / \ °� I I D1 .-.nl I �-'UI rll p o I I �inl I -rnll I Li - -- - L D1 LF 0 rn� I LUJ I I I D3 - I I I I D1 � LC�iL_Ln__S�J I I I --- ------ - I III I I' I I III I I i I I III I I' III I I' III I I ' III I i l I I III I I' I I lii i i' III I I 1 III I I' I I Ill I� I I I I I I I i t 1L 1, D1 I I I I I 1 1 - - - - - - - - - - - - - - - - - - - - - JI - - I - - - - - - - t T - - 1 ��- � I I 11 F- --i1- 1- - -- B I I o I i 1 D2 TYP 1 D1 1 II DS I I I I I I I TYP 1 1 D9 I I 1 I TYP I TYP I I I I I I I I I® I I - - - - - - - - I--- - - - I I I D1 I I II I I I � I I I ii I I I I \ I D4 I I �= I I % LL,, = U _ , I I I I II I I I 'I - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - \ i I -7 I I I I � I I I I z I I Q Z ,. Iw- F- 1 i I I U I I Q I 0 i 0 I I Q i I I I I I ' n V I I I ---- L------------------------- --� I I I i I I I 1 I ' D16 a --------- I I I -� r-----_------I r--- ---------------- I17>-0 „ 3'-4"W o 0 o 0 0, 7'-4„H < < < Sri �i I I a o p N o 0 0 � IF I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ----------- ��s I FI Tit I I II 01 I II 6'-6"W I I lr ,II ` II I III/ III 1 II / II JI I " I--------D1--�J U 1 o fi ------- - , „ 1 i i D6 ii i o l l D1 o D1 I I V 7 -4 HnJ _ � -- _73 C--J D1 _ _ _ 'I _ I ----------------- - -- -- -- --- - - - - — }II - - -- - k - - - I I - - - I I - �l O _- = -- - - � I I �Q O I I X f�+ EXISTING , V I cp T-:- D12�c0 D1 O co SIDEWALKOD1 I o p�II I DlEXISTING I I I I �- ` �ISIDEWALK___—_ �__— — __------____- _LL_EXISTING CANOPY I I D12 ' D15 �'- ' �� �� �' /' /• /' /' /' /' /' /'I/' /' /' /' /' D15 O �\I I / 1 �' ,o/ I D12 D12 EXISTING CANOPY / TO REMAIN TO REMAIN , ,- ' 5'-6"' 26'-9" 16'-g2„ I 13'-1 I1'-9" 31'-3" 14'-3" ' 16'-0" 1 20'-7" 11'-4" I 2'-8" 21'-1" ' 26'-9" '4'-6" ' I. I. 1. I. . I. L L DEMOLITION FLOOR PLAN . (W 3/32"=1'-O" `0 20S-12" 3-A3.0 I 4 N p+enb2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 W �h~W w�, 0 z 0Z¢ o oL w �z,� zw~_wmoQ3 I.LI w F_Nw as WWVOO�J CKQ O Uj Qzac�auyX< 0z0o 2 - OJ OI-z'M -aw�F U N M Q X oj O Q 3wl wOp�OOw.'aui O z"�a\'powaw"�O gOk- a� 0(zQ>'g� oLIC Wa0L zmam a -N0o cn 0¢Mvlwwwz.wwa V)E:D uacnd�Xaawoa3; >M tn 0 Q Q 0 F- wO LL =)LL O mJ J_ >M rn WQ�� LL V a c� M Ljj M N cc 0 co 64 ►�. z O ti ISSUE BLOCK CHECKED BY: DF DRAWN BY: JCF FILE NAME: D1.0 DOCUMENT DATE: 08-09-13 DEMOLITION PLAN SHEET: D1.0 i 5.8 5.6 5.2 15'-0" 7'-0' 21'-0" 8 -112 13'-0" 20'-0'$ 6-A3.0 I I o DOOR OPENINGS o o M I I I I r7 Q I I ,1J 00 Q `r' FURR WALLS IN SALES � � a N FLOOR AREA AS REQUIRED = z z Uj TO ENSURE A STRAIGHT AND cn o CONTINUOUS SURFACE z z (- WITHOUT PROJECTIONS / �t �` w' INTERRUPTIONS I.E. EXISTING I I I-__ 0-0 Q STRUCTURAL COLUMNS AT rn w z o EXTERIOR WALL. 0 Q Q i I U_ z — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — — — Q - D I 1 z I I L� I I I I I I I I 0 I I I I I � I I I I I I I I I I — — — — — — I — — — — — — — — — — — — — — — — — — — — — I I C 1 I I A6.1 1 z 200'-12„ A6.1 a W' FINISH FACE TO FINISH FACE MAINTAIN DIMENSIONS w Q j' I 7) I I ,o I I I I I if) 15 3.5 I I 3.5 15 U') I I I I 38'-11,> 2,-01" 12-01„ 4 -0 W 2 -4" 38'-8" 2 8'-0" 2 I 31'-5" 7'-0"T 52'-6" I 17'-0" 3'-4" 1 1 0 o INSTRUCTIONAL o 0 o I o 0 A6.1 Q a AREA Q Q Q ALCOVE Q Q A6.1 1.5 � in 103 c� ri c° I 109 I lui � ��5 I , I I I B CASH MANAGERS VESTIBULIE E I i I �OFFICE OFFICE, I - 111 110 I I I I I I S-1N 00 I I I I I I i l I A.3 - _ _ CO - - - A.2 --- --- --- - I , II - --- --- --- ----- -IN I I I I I I I I I I I I I I I I I I 1 1 REF SP1.0 FOR NEW RAMP SITE WORK REF SP1.0 A1.2 �'L 6' 1>, ' " 27'-71' 3'-71„ 6-821" 13'-101" 2'-8" 15'-626'-9" -2 13'-0" 2 9'-0" I5-" 10'-" i -2 11'-4, 21-1 26'-9" 5'-6"I 14 14 6 I EXISTING ELECTRICAL PANELS TO REMAIN REF ELECTRICAL ---- NEW STAIRCASE ® ELECTRICAL II ROOM INFILL PORTION, OF 115 EXISTING OPENING REF GENERAL NOTEII TYP 'EXISTING ROOF ACCESS TO REMAIN n II � I 5.2 5 I I I EXISTING LANDING RELOCATED SHIPS LADDER I I I I p+enb2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 W a f-I-w w0Zcn �0 z� a —moo 0 �z�wF zWFN..�wQ3 W w NzQa5�Qooo02w=0jnr- L,wZ wOW QNQ 050 -w -ZJOaw0 i OJ O�Z2- Opw�F- J! X wo W O a Q} 0 3WLLO p=O0pw�Wa�Oa oa- z\xW OOOK�Z� !- Z al ¢ O !- to w 0 z Q M$W NTw1}0wIn0 Q-O MUM0 UwwU�Wzu 00 w mwOwww wm )(f)z '�~Ow�0009Q0} ,y� OQOwtn W�O'Z��'a 12 OoVld7�dd Wtam >M M 0 F- W O J J ��LL o0(,6 mJ >M L� J= WQw� M Cr) NC�2 0 CM I� w� T � 0 CHECKED BY: RTH DRAWN BY: JCF FILE NAME: A1.0 DOCUMENT DATE: 08-09-13 FLOOR PLAN FLOOR PLAN.... 1 011 203'-12" 4-A3.0 ELECTRICAL ROOM FLOOR PLAN SHEET: A1.0 0 U �l m n L 0 N r7 1 O T N �o 0) 0� n) 0 o� >i Q� C U Q c C � L iT j -0 In 0 - U -F m n a� N �r- �O O� 0 � o N 0,4 � -0 ,�-Q coo o-0 �o z; I, 24 II • , II FINISHED WALL ,2 , LEVELING SCREWS LOCKING DEVICE 3 1 /2" APPROX. 1 1 /2" SLIDE 4„ FOR y VERTICAL ADJUSTMENT ' �6 3/16 CROSS PLATE DEPENDENT ON FIXTURE 3 1 /2" co ARM BRACKET PLUMBING CONTRACTOR IS \— UPRIGHT TO PROVIDE COMMERCIAL GRADE PRE -MANUFACTURED CARRIER INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS. 4 1 /2" " PLUMBING CONTRACTOR IS NOT TO INSTALL HORIZONTAL PIPING WHERE THE CONCEALED FRONT VIEW ARM CARRIER IS INSTALLED SIDE VIEW DUE TO CONFLICTS WITH THE UPRIGHTS. LAVATORY CONCEALED ARM CARRIER DETAIL 2 2 NTS WALL MOUNTED SANITARY NAPKIN DISPOSAL. BOBRICK B-270 CONTURA SERIES. WOMEN'S ROOM ONLY. URINAL PARTITION TYPICAL OF 4 LOCATIONS FURNISHED SHALL HAVE A 6 BY HOBBY LOBBY INSTALLED BY PILASTER AND AN CONTRACTOR OVERHEAD BRACE 1' -6" 4'-10" 2'-10" 3'-1" 3'-1" 3'-1" 3'-1" 2'-10" 4'-10" 1'-6" JAN I TOR MOP SINK CLOSET WATER i i 108 HEATER H — ss P.T. SD C r`ao SD P.T. I lff� z z F.D. 1 N •. MEWS F.D. - 7 Q Q= Q Q Q RESTROOM Q Q 1cc rn I 1 104 16-A1.1 00 r` °' � 'N NEW TOILET PAPER 5" REF • DISPENSERS GEORGIA PACIFIC MODEL JUMBO JR. 14-A1.1, , 4 TISSUE DISPENSER 59209 -2 3'-0")H 12'- 0 2'-0" [2'-0" 4'- 8" 3'-0' 2 -0 3 -0 4'-3 # ALCOVE AT 19" A.F.F. TYPICAL OF 1 6' 6' 6 6 6 6" � � � i 1' 1' 6 6 1 6 LOCATIONS FURNISHED 1" 1 WOMEN'S ' 106 Q BY HOBBY LOBBY I i i o INSTALLED BY CONTRACTOR RESTROOM ' SD it li SD 0 0 105 PT 0 0 NEW BABY CHANGING TABLE. SEE NEW LIQUID SOAP DISPENSER DETAILS 6 THROUGH 10 THIS SHEET 2 -6 7 -11 5'-11" 2'-6" MODEL S.S.S. DUOCLEAN #SSS44119 FOR MOUNTING INSTRUCTIONS. TYPICAL (BLACK) AT 40 TO PUSH BUTTON. OF 2 FURNISHED BY HOBBY LOBBY REF 21-A1.1 FOR NEW PAPER TOWEL DISPENSER GEORGIA PACIFIC TYPICAL OF 2 LOCATIONS TOTAL INSTALLED BY CONTRACTOR FLOOR FINISHES AND MODEL ENMOTION #59462 AT 36" A.F.F.. INSTALL FURNISHED BY HOBBY LOBBY ELEVATION CALLOUTS BACKING BOARDS AS REQUIRED. TYPICAL OF 2 INSTALLED BY CONTRACTOR LOCATIONS TOTAL FURNISHED BY HOBBY LOBBY INSTALLED BY CONTRACTOR ENLARGED RESTROOM FLOOR PLAN 2 0 1 /4" = 1'-O" ti0 SIGN LAT REFER TO DETAIL TO 22-A1.1 FOR PLA LAVATORY CONCEALEDHEIG ARM CARRIER GC FURNISHED -CONTRACTOR INSTALLED MOU MOU DRINKING FOUNTAINS TO WALL TILE BEHIND PER MIRROR HAVE APRON FURNISHED FOUNTAINS 61" TALL ENC FURNISH AND THE INSTALL PIPE BY MANUFACTURER AND L,� 1 1 /4" I.P.S. WASTE kr - lm- INSULATION PER U INSTALLED BY » NEW SPECIFICATIONS U- CONTRACTOR 5:7� �4" STUB OUT 1 ACC TO MEET A.D.A. LL REQUIREMENTS ow 1Uj 7 MI ' Q :2 > o a U I o i �_ a z z g" - : � 0 i) N E- ~ - ® „ � it g _ O W - O IC) a -N - O 21 N 6" `V Of THESE HEIGHTS ARE SUGGESTED HEIGHTS LOCAL CODES SHALL OVER RIDE THESE IF A DISCREPANCY OCCURS HANDICAPPED DRINKING LAVATORY URINAL DETAIL 1 FOUNTAIN DETAIL 17 NTS 16 NTS t 5 NTS 1 4 Q I METAL STUDS SEE PLAN FOR {; SIZE CHANGING STATION 5/8" MOISTURE ` RESISTANT GYP Ah 42" BOARD AFF 11 � a i� it 30 1/2" 2X12 TREATED 1 AFF WOOD BLOCKING ;'� :h 11 I `w '. 11 TILE BASE { 1 11 INSTALL SO THAT BABY CHANGER CAN SUPPORT 400 LBS. OF CONSTANT WEIGHT BABY CHANGING 00' n� STATION ELEVATION NTS PAINTED GYP BOARD 3' X 12" CERAMIC BULL NOSE TRIM 12" X 12" CERAMIC WALL TILE, OFFSET GROUT JOINTS WITH TILE BASE TYP 6" X 12" CERAMIC - - - -- TILE BASE, ALIGN GROUT JOINTS -� WITH FLOOR TILE --r--- TYP 12" X 12" CERAMIC TOP OF TOILET 3" X 12" WALL TILE, OFFSET PARTITION AT CERAMIC BULL GROUT JOINTS WITH 5'-10" NOSE TRIM TILE BASE TYP PAINTED GYP BOARD 0 6" X 12" CERAMIC -- - - -- - LE -- - ' - - GIROUBTAJOI,NTSIGN ado I WITH FLOOR TILE 0 - - -- - _ - TYP 20'-44" ALCOVE WALL TILE ELEVATION WOMEN'S RESTROOM WALL TILE ELEVATION 1 /4" = 1'-O" PILASTER AND 12" X 12" CERAMIC TOP OF TOILET 3" X 12" OVERHEAD BRACE WALL TILE, OFFSET PARTITION AT CERAMIC BULL GROUT JOINTS WITH 5'-10" NOSE TRIM TILE BASE TYP PAINTED GYP BOARD MEWS RESTROOM WALL TILE ELEVATION ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". 6 JANITOR CLOSET FLOOR TILE SHALL BE r rnlrr^rn Tn rl Irc r ,e7e1 I c- I LV Vf� I ILL JI 1/'iLL C.7 lL CENTERED TO THIS WALL AND DIMENSION. FLOOR AND WALL TILE PL 1 /4" GRAB BARS SHALL HAVE A 1-1/4"-1-1/2" VERTICAL GRAB BAR O.D. AND MAINTAIN A 1-1/2" CLEAR SHALL BE PROVIDED DISTANCE FROM THE WALL OR PARTITION ONLY IF REQUIRED BY LOCAL CODE 3'- 4" 18,> 42" MIN. 12 c° 42" MIN. 6" 3'-1„ 1 T01 LE T WALL MOUNTED 8 PAPER SANITARY NAPKIN - _ DISPENSER DISPOSAL BOBRICK (.0 FLUSH VALVE TO BE MOUNTED ON B-270 CONTURA - - °' - � � A.D.A. ACCESSIBLE SERIES (WOMEN'S i to SIDE RESTROOM ONLY) I i_ Q HANDICAPPED TOILET DETAILS 1 NTS SHALL BE MOUNTED ON THE WALL ADJACENT TO CH SIDE OF DOOR. WHERE THERE IS NO WALL SPACE THE LATCH SIDE OF THE DOOR SIGNS SHALL BE CED ON THE NEAREST ADJACENT WALL. MOUNTING HT SHALL BE 60" A.F.F. TO THE CENTERLINE OF SIGN. NTING LOCATION FOR SIGN SHALL BE SO THAT A SON MAY APPROACH WITHIN 3" OF S!GNAGE WITHOUT OUNTERING PROTRUDING OBJECTS OR STANDING WITHIN SWING OF A DOOR. HANDICAPPED 12 RESTROOM ESSIBLE SIGN. DOOR WITH PUSH/PULL PLATES 1 HANDICAPPED SIGN AT RESTROOM DOOR ""1LL MOUNTED SANITARY PKIN DISPOSAL. BOBRICK -270 CONTURA SERIES OMEN'S RESTROOM ONLY) ILET PAPER DISPENSER STANDARD 18 TOILET DETAILS. NTS 2X12 WOOD BACKING BETWEEN STUDS. FACE OF BACKING FLUSH BABY CHANGING WITH FACE OF STUD. STATION. 1 1 /4" COARSE THREAD DRYWALL SCREWS. 4 PER CLIP. 40 3/4 39" AFF 13-A1.1 jk 31 3/4" AFF 33 1 /2" AFF AFF STIFFCLIP AL362 ATTACH TO STUDS W/ 3 #12 SCREWS. SCREWS PER INSTALLATION INSTRUCTIONS. (TYP OF 4) BABY CHANGING STATION BACKING ATTACHMENT NTS NTS ` ' L I NTS 0 I 0 TURN METAL STUDS BACK INSTALL SO THAT TO BACK FOR 2 X 12 BABY CHANGER CAN WOOD BLOCKING SUPPORT 400 LBS. OF INSTALLATION BEHIND CONSTANT WEIGHT BABY CHANGING STATION �OF STATION STIFFCLIP AL362 ATTACH TO STUDS STIFFCLIP AL362 W/ 3 #12 SCREWS ATTACH TO STUDS W/ 3 #12 SCREWS 5/8" MOISTURE SCREWS PER RESISTANT 2 X 12 TREATED INSTALLATION GYP BOARD WOOD BLOCKING INSTRUCTIONS (2 PER STATION) (TYP OF 4) BLOCKING AT BABY (10 - - �C�HANG�NQ­$�T ATION 7' ' AINTED GYP BOARD 3" X 12" CERAMIC BULL NOSE TRIM -- — - T 12" X 12" CERAMIC WALL TILE, OFFSET TROUILE BJOINTS WITH - -` 6" X 12' CERAMIC TILE BASE, ALIGN GROUT JOINTS WITH FLOOR TILE TYP 10'-34" WOMEN'S RESTROOM WALL TILE ELEVATION 1 /4" PAINTED GYP BOARD 3" X 12" CERAMIC BULL NOSE TRIM 12" X 12" CERAMIC - - --- ` WALL TILE, OFFSET GROUT JOINTS WITH TILE BASE TYP -- ---- a �00 6" X 12" CERAMIC TILE BASE, ALIGN 0 GROUT JOINTS WITH FLOOR TILE TYP MEWS RESTROOM WALL TILE ELEVATIO 1 /4" = 1'-O" 0 I 0) 5'-2" 8'-0" 5'-104„ PAINTED GYP BOARD 12" CERAMIC NOSE TRIM - X 12" CERAMIC TILE, OFFSET JOINTS WITHBASE TYPall- UT�� rn 12" CERAMIC o BASE, ALIGN- CO UT JOINTS FLOOR TILE 20'-44" 3" X BULL 12" WALL GRO TILE 6" X TILE GRO WITH TYP WOMEN'S RESTROOM WALL TILE ELEVATION 7'-4" 8'-0" 3'-2" Ilk PAINTED GYP BOARD 3" X 12" CERAMIC BULL NOSE TRIM -- --- --- 12" X 12" CERAMIC WALL TILE, OFFSET GROUT JOINTS WITH �� - -- TILE BASE TYP co 0 6" X 12 CERAMIC �-i -- TILE BASE, ALIGN GROUT JOINTS _ - -- WITH FLOOR TILE 1 %1 TYP MEWS RESTROOM WALL TILE ELEVATION 1 /4" = 1'-O" PAINTED GYP BOAF'^ 6" X TI LE GRO( WITH TYP 5/8" MOISTURE RESISTANT GYP BOARD METAL STUDS 12 AT 16" O.C. A1.1 r) in r) O N O r) r INSTALL SO THAT BABY CHANGER CAN SUPPORT 400 LBS. OF CONSTANT WEIGHT BABY CHANGING STATION SECTION NTS 1 WOMEN'S RESTROOM WALL TILE ELEVATION PAINTED GYP BOARD 6" X 12" CERAMIC U TILE BASE, ALIGN GROUT JOINTS WITH FLOOR TILE TYP I 10'-34" MEN'S RESTROOM WALL TILE ELEVATION 1 /4" = 1'-O" 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 rl,.i WOZN w (n:1 -zs cn pO NzLF Owv,,'wz3 W oar w I..w 1a1p o Q =~ 4 O W~ Q N W N=Z = Owwwtza�a``'Owpo= o LL dUpNOQZQQQ�jI- ZO ;W zw ow5wawoa � cza a�w99 ol-'v,ozz _ I�, F U � U �z MOJ UIiwU�W ZUw 0 -F mWowWwZ wm p TWaz�-' Ww oo0Qo} (n ��`ni0ov7ia�iraiiwoa< >M fn M 0 Q Q 0 �— W —�0 J ��� O 0J J_ >M J W � � z�- y v' 0. (` _ rnLLJ 111 MN C\2 0 M a z 0 ISSUE BLOCK CHECKED BY: DF DRAWN BY: JCF FILE NAME: A1.1 DOCUMENT DATE: 08-09-13 ENLARGED RESTROOM PLANS AND DETAILS SHEET: Al 1 N 2 i� Cj) 3 0 U c a) >_ - m V) LC) >1 . a r7 N N � I O N N I a 0) / 00 . N . N O W >/ Q s (n U QN �o i/ 0 - U N � O O O O O i N / 000 a o� w -0 f- 0 7 j a - r71�f W I in tn100 M FRAME TIGHT TO COLUMN EXISTING CMIWALL �100 5/8" TYPE X GYP BOARD OVER METAL STUDS @ 16" O.C. . 35>I q� COLUMN FURRING FRAME TIGHT TO COLUMN 5/8" TYPE X GYP BOARD OVER METAL STUDS @ 16" O.C. L 111 - I I I I V ­1 V 11 !"l 1-L COLUMN FURRING CI 5/8" TYPE : BOARD OVEF STUDS @ 16 W/ BATT IN`. SCHEDULED. c--rrrl ^OLUMN 'UCTURE 7100 Ln M FKAML IIGH 1 TO COLUMN COLUMN FURRING Q ~ J =o � LD V% 1 1 /2"=1'-0" 1 1 /2"=1'-0" 1 V j 1 1 /2"=1'-0" 4 3 2 1 I , I NEW I STAIRCASE =r�7�rT—I'" I l l l l l l t l l I I I I I I 6-A6.0 I I I I I I I I I I I 7-A6.0 -LL11 J-L11_ / 1 I IL ------ ---- as��I$�Tf#��� 7-A6.0 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 6 �1 ENLARGED NEW CONVEYOR. I o� I EXISTING REF 1-A6.0 AND _I MEZZANINE RISER ELECTRICAL 112 NEW I I STAIRCASE 2 2 t 6 6 6 104'-10" ANINE Q 3 ENLARGED OFFICE PLAN 1/4"=l'-O" u� ENLARGED VESTIB ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". EXISTING CMU WALL STEEL COLUMN REF STRUCTURE I co Ml�t I � 5/8" TYPE X GYP -FRAME TIGHT BOARD OVER METAL TO COLUMN STUDS ® 16" O.C. n COLUMN FURRING 6 5.8 5.6 5.2 JANITOR ENLAR 4 1/4"=1' 2 INFILL EXISTING EXISTING RESTR - — — H e, EXISTING RISER EXISTING RPZ 0 EXISTING CMU WALL 5/8" TYPE X GYP BOARD OVER METAL STUDS @ 16" O.C.— STEEL COLUMN REF STRUCTURE L0100 -ICY "00 N 0 z Q f- J = 0 C� FRAME IIGH I TO COLUMN COLUMN FURRING 1 1 /2"=1'-O" p+enb hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 W F ~w wZln z 0¢-o 0 o �z�F ZW��wQ W o �In�m a5ou-o w -ww w0 0 �¢ =to<�pw~ z¢NW w = 0 w� z a"'o J V)V-,:2W¢§i¢N WONT} Z 3r oazoX<Q-,zawmr-a c�a z\x ax5dw 01� CE Z= 2 0 0 U_ w 0 W W z U W oo�w mwo�wwz wm Nwaaz��o'wU_00 ao} 2 (nlli 0 ¢Oa'NWwxz�w¢ (n �o QoNaowdawoaM MQ 0 LL o0(6 mj W Q �+ I.L = � o M N o�z W � cF2 M T0 � O ISSUE BLOCK CHECKED BY: DF DRAWN BY: JCF FILE NAME: A1.2 DOCUMENT DATE: 08-09-13 ENLARGED PLANS AND DETAILS SHEET: A1.2 1_ _ 6 5.8 5.6 5.2 5 4.6 4 I I I I I I I RECEIVING — AREA 114 o a o OPEN TO STRUCTURE MEWS CLNG HEIGHT RESTROOM 104 JANITOR �� 8'-p„ STAGING FRAME SPRINKLER EMPLOYEE CLOSET CLNG HEIGHT AREA ROOM ROOM LOUNGE 108 113 102 117 107 AIK8'-p„ CLNG HEIGHT i-® a OPNG OIGHTRUCTURE CLNG' EN TOIGHTRUCTURE HEEN HEIGHT COLNG CLNG HEIGHT WOMEN'S RESTROOM E� 105 © DEN o DCM D❑4 D04 D❑4 8'— 0' n i Lj CLNG HEIGHT ALCOVE 106 8'-0" CLNG HEIGHT INSTALL PEGBOARD ALONG MEZZANINE WALL TO 15-0" AFF REF 1-A6.1 AREA UNDER EXISTING MEZZANINE TO BE OPEN TO STRUCTURE PATCH r ' AND REPAIR EXPOSED SURFACES AS REQUIRED TO BE VISUAL GRADE 0 SALES FLOOR 101 OPEN TO STRUCTURE CLNG HEIGHT _- a o o a z Q z w� z w U; Q; ' % Q -- -fir— ----------- - - - - - - - - - - - -- _ Lid 00" DIX D MANAGER'S OFFICE i i i i i i i--- _---------------------- j 9'-0' CLNG HEIGHT--- ------------------- o a ------------------ ---------- '�a�a ��a�� ����� �7�aa - ------------------ IN INSTRUCTIONAL � VESTIBULE � tOFFICE ALCOVE � ------------------- L ----------------------- S----------------------J AREA 116 log 103 10'-8" 8'-0" REFLECTED CEILI 3/32"=1'-0" CLNG HEIGHT CLNG HEIGHT G CLNG HEIGHT I I I I I I CLNG HEIGHT 5.4 5.3 5 4.9 4.1 4 3.7 3.5 3.2 3 2.8 2.4 2 1.9 203'-12" • • z �n Q%" N Z 'W F- Z W% U Q t� Q WN MEZZANINE 112 OPEN TO STRUCTURE CLNG HEIGHT MEZZANINE PLAN ROTATED 90' CLOCKWISE FROM ACTUAL LAYOUT b MEZZANINE 2 REFLECTED ILING PLAN q 0 . !!= I =j 0 0 n u ELECTRICAL � 115 OPEN TO STRUCTURE 0 o CLNG HEIGHT o " n ELECTRICAL ROOM REFLECTED CEILING PLAN p+enb:z hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 Architect of Record William Douglas Hurley ww0 o w0w - <L w z�F 00 wQ3 W a ��w a5Ooo0-J w as ~�JO0ow z¢N= O aNCJg6'2Q—=<b SOO �a ,nr�wa�XwV) 0 3 w w 0 p o w n w w X o a o0 MwowwwwZ0LU �waz�ow'oo�a'o> cn{Wy0 5Mwww�zmefa (n �7N0C,(na=,aaaW0a71, 0 Q 0ry W� — JO � LL 0m� >M NQ=o LLLL 0- MNC\2 ceD 0 i as 0 ISSUE BLOCK CHECKED BY: DF DRAWN BY: JCF FILE NAME: A2.0 DOCUMENT DATE: 08-09-13 REFLECTED CEILING PLAN SHEET: A2. 0 B C D E F G H J GENERAL NOTES A. SIGNAGE TO BE SUBMITTED UNDER PERMIT SEPARATE V IVIV IN/-, I Vr\/1L NORTHEAST ELEVATION. 2 3 4 5 6 3/32" = 1'-0" C.J—/1V.V JIIIVV IVI\L t i i..+ +tviiv VNORTHWEST ELEVATION. 6 3/32" = 1'-0„ J H G F E D C B i SOUTHWEST ELEVATION 3/32" = 1'-0" COORDINATE EXTENT 6 OF HOBBY LOBBY PAINT SCHEME WITH LANDLORD ADJACENT LEASED TENANT I SPACE I � I I DR IN ING INLrr ul J CMU NA I UKAL PAINT EXISTING ALUMINUM 5 NEW STUCCO TO MATCH 4 0 0 3 PROVIDE 5/8" OSB SUBSTRATE 2 PAINT EXISTING ALUMINUM PAINT EXISTING STOREFRONT FRAMES TO ADJACENT TEXTURE 1 Q Q AT SIGNAGE. COORDINATE WITH STOREFRONT FRAMES TO CANOPY TO MATCH KAWNEER MEDIUM PROVIDE A CLEAN A3.0 I I SIGNAGE INSTALLER. MATCH KAWNEER MEDIUM MATCH KAWNEER BRONZE CONTINUOUS TRANSITION I cO 102 101 ( 101 BRONZE MEDIUM BRONZE 0 0 0 0 100 102 a Q Q a 100 102 101 - -- - - -- - - - ---- ------ - -- - / ---- ------ - ------- ------- t, tv ..T LVD0. FIN so! NOE ae�meee�eee�eeaese®meeesee ®eels all®le ��011�ii>����I�arQ��lsll��llifHrO)��IiO�Fe>�rl�i e�uweeeae®eestae�eraeeaes le�ers>m�a�ar,el�e�euee>ea>6�e�sssosle�e>®® e»e»i eeeae�eeme®nweeaeeeeueeer�e®om�elnwwleaessaes®®�esaaararu�s�oal ���eee:la seosoweaes�e»eeeee►lw�e� �m�®mss�e�e®e�ws>•eeo�w�e�era� NEW SPLIT FAC •• J NATURALCMU SOUTHEAST ELEVATION 4 3/32' = 1 -0 g n REMOVE INDICATED n 0 REMOVE STOREFRONT Q WINDOWS PATCH AND I REPAIR EIFS AS REQUIRED ADJACENT I LEASED TENANT SPACE I TO REMAIN WINDOWS AND DOORS PATCH AND REPAIR CUT OPENING IN CMU EIFS AS REQUIRED FOR NEW DOOR SOUTHEAST DEMOLITION ELEVATION 3/32" = 1'-0" n DOO•FA*2- CMU NATURAL n REMOVE STOREFRONT WINDOWS PATCH AND REPAIR EIFS AS REQUIRED I Ve\ INLYY VVVI\J IU KLMAIN ADJACENT TENANT NEW SPLIT FACE CMU NATURAL welem ADJACENT TENANT CN STUCCO Z SEAM SECTION 1/8" = 1'-0" ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". STUCCO SEAM DETAI N TS p+enb2' hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479,636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 w Wwo � �r F-0Z W 0 V, z� Q��o —zX Zwcn�Wz3 OZ NQ3�U—WIn3vo E0W o Q�wQ�S w � w�Fz0r�0o J <wwwo aFvawon— <N= wo 0 dFp}Qo-z=Q?M0ft—wONz,Mw Q1ExQ0w00,Q} po�wpow�Wawa �- zoi <�O�veppp��zz Q � X L UiyUww}N0InO no�pmw orrwwwzwm � Dwa.z��0 008ao>- St�WW000tr(nWXKzXd'Q >M M0 � Q W ~ JO IL Z)LL 0 0 (n j J W _J � � (D LLJ M M N c� 0 CM I` w as z 3 w 0 ti ISSUE BLOCK CHECKED BY: DF DRAWN BY: JCF FILE NAME: A3.0 DOCUMENT DATE: 08-09-13 BUILDING ELEVATIONS AND DETAIL E T: A 3.0 3 0 U) a O O U O m I Q o a N o � (N rn ° 0 V) a) a) o� >i � U Q iT V) O - U T mQ N CC)O O "t O O N N / 0) 0o0 o� Li o z j 6 5.8 5.6 5.2 5 4.6 4 EXISTING GUTTER AND DOWNSPOUT SYSTEM TO REMAIN-, EXISTING PARAPET CAP PAINT TYP REF A3.0 EXISTING PARAPET CAP PAINT TYP EXISTING GUTTER REF A3.0 NEW 4" VTR AND DOWNSPOUT REF 6-A4.0 SYSTEM TO REMAIN EXHAUST VENT REF 4-A4.0. r---------- , EXISTING PARAPET WALKPADS MIN 5'-0" MAINTENANCE NEW „ VTR CAP PAINT TYP REF A3.0 `' SIDE OF HVAC REF 6-A4.0 0 UNITS TYP. REMOVE EXISTING EXHAUST I ; ; WALKPADS MIN FAN AND ALL ASSOCIATED REMOVE EXISTING ; ; NEW 2 TON RTU ON NEW CURB CUT NEW 5'-0" MAINTENANCE DUCTWORK. CAP EXISTING REFRIGERATION EQUIPMENT , I OPENING IN EXISTING SIDE OF HVAC CURB TIGHT TO REMAIN WITH WATER SEAL. REF 5-A4.0 AND ALL ASSOCIATED PIPING. �___-__-_ I I ROOF REF 2-A4.0 AND UNITS TYP. CAP EXISTING CURB TO ________ I I ® { MECHANICAL ;�`,,i) EXISTING PARAPET REMAIN WITH WATER TIGHTS r i ; \ - CAP PAINT TYP SEAL. REF 5-A4.0 I REMOVE EXISTING EXHAUST NEW 4 TON RTU ON REF A3.0 FAN AND ALL ASSOCIATED NEW CURB CUT NEW DUCTWORK. CAP EXISTING OPENING IN EXISTING CONSTRUCT CRICKET I I ;"' -' CURB TO REMAIN WITH WATER ROOF REF 2-A4.0 IN ROOF TO DEFLECT ' L------- J.',. TIGHT SEAL. REF 5-A4.0 AND MECHANICAL WATER DRAINAGE ;WALKPADS MIN , . r----------- AWAY FROM UNITS 5 0" ALL SIDES � L EXISTING ROOF HATCH TO REMAIN ® I NEW 15 TON RTU ON WALKPADS .x NEW CURB CUT NEW MIN OPENING IN EXISTING 5'-0" MAINTENANCE WALKPADS MIN I ROOF REF 2-A4.0 SIDE OF HVAC ~` 5'-0" MAINTENANCE } AND MECHANICAL UNITS TYP. ` SIDE OF HVAC CONSTRUCT CRICKET a UNITS TYP. I I L''� IN ROOF TO DEFLECT WALKPADS MIN ,. CONSTRUCT CRICKET NEW 10 TON RTU ON WATER DRAINAGE 5'-0" MAINTENANCE I IN ROOF TO DEFLECT NEW CURB CUT NEW AWAY FROM UNITS SIDE OF HVAC I I WATER DRAINAGE OPENING IN EXISTING UNITS TYP. AWAY FROM UNITS ROOF REF 2-A4.0 REMOVE EXISTING EXHAUST CONSTRUCT CRICKET I i AND MECHANICAL FAN AND ALL ASSOCIATED IN ROOF TO DEFLECT I I DUCTWORK. CAP EXISTING NEW 10 TON RTU ON WATER DRAINAGE CURB TO REMAIN WITH WATER NEW CURB CUT NEW AWAY FROM UNITS REMOVE EXISTING HVAC EQUIPMENT TIGHT SEAL. REF 5-A4.0 OPENING IN EXISTING AND ALL ASSOCIATED PIPING. CAP ROOF REF 2-A4.0 EXISTING CURB TO REMAIN WITH AND MECHANICAL WATER TIGHT SEAL. REF 5-A4.0 REMOVE EXISTING NEW 15 TON RTU ON RTU AND CURB. CAP. \ NEW CURB CUT NEW REF 3-A4.0 OPENING IN EXISTING ROOF REF 2-A4.0 AND MECHANICAL r---- ---1 WALKPADS MIN �`` ��� WALKPADS MIN 5'-0" MAINTENANCE ��� �� 5'-0" MAINTENANCE SIDE OF HVAC WALKPADS MIN SIDE OF HVAC UNITS TYP. 5'-0" MAINTENANCE UNITS TYP. -��LCONSTRUCT CRICKET SIDE OF HVAC IN ROOF TO DEFLECT UNITS TYP. CONSTRUCT CRICKET NEW 10 TON RTU ON WATER DRAINAGE IN ROOF TO DEFLECT NEW 10 TON RTU ON NEW CURB CUT NEW AWAY FROM UNITS WATER DRAINAGE NEW CURB CUT NEW OPENING IN EXISTING AWAY FROM UNITS OPENING IN EXISTING CONSTRUCT CRICKET ROOF REF 2-A4.0 ROOF REF 2-A4.0 IN ROOF TO DEFLECT AND MECHANICAL AND MECHANICAL WATER DRAINAGE EXISTING PARAPET AWAY FROM UNITS CAP PAINT TYP REF A3.0 i w W Li 0 0 O NEW 15 TON RTU ON EXISTING PARAPET NEW CURB CUT NEW CAP PAINT TYP OPENING IN EXISTING REF A3.0 ROOF REF 2-A4.0 AND MECHANICAL FX1® WALKPADS MIN WALKPADS MIN , . �"` 01 5'-0" MAINTENANCE ` \ 5'-0" MAINTENANCE `. SIDE OF HVAC WALKPADS MIN ` SIDE OF HVAC UNITS TYP. 5'-0" MAINTENANCE UNITS TYP. CONSTRUCT CRICKET SIDE OF HVAC IN ROOF TO DEFLECT UNITS TYP. NEW 10 TON RTU ON WATER DRAINAGE CONSTRUCT CRICKET NEW 10 TON RTU ON NEW CURB CUT NEW AWAY FROM UNITS IN ROOF TO DEFLECT NEW CURB CUT NEW OPENING IN EXISTING WATER DRAINAGE OPENING IN EXISTING CONSTRUCT CRICKET ROOF REF 2-A4.0 AWAY FROM UNITS ROOF REF 2-A4.0 IN ROOF TO DEFLECT AND MECHANICAL ��' AND MECHANICAL WATER DRAINAGE AWAY FROM UNITS REMOVE EXISTING EXHAUST ; z FAN AND ALL ASSOCIATED Q DUCTWORK. CAP EXISTING NEW 15 TON RTU ON z. CURB TO REMAIN WITH WATER NEW CURB CUT NEW TIGHT SEAL. REF 5-A4.0 OPENING IN EXISTING ROOF REF 2-A4.0 LIJ AND MECHANICAL � WALKPADS MIN ® \ ' Q 5'-0" MAINTENANCE .. \: SIDE OF HVAC WALKPADS MIN UNITS TYP. \ 5'-0" MAINTENANCE \ WALKPADS MIN SIDE OF HVAC 5'-0" MAINTENANCE UNITS TYP. NEW 10 TON RTU ON CONSTRUCT CRICKET SIDE OF HVAC NEW CURB CUT NEW IN ROOF TO DEFLECT UNITS TYP. OPENING IN EXISTING WATER DRAINAGE CONSTRUCT CRICKET NEW 10 TON RTU ON ROOF REF 2-A4.0 AWAY FROM UNITS IN ROOF TO DEFLECT NEW CURB CUT NEW AND MECHANICAL REMOVE EXISTING ; ; WATER DRAINAGE OPENING IN EXISTING CONSTRUCT CRICKET ' RTU AND CURB. CAP. AWAY FROM UNITS ROOF REF 2-A4.0 IN ROOF TO DEFLECT ' REF 3-A4.0 AND MECHANICAL WATER DRAINAGE _ rr ---- --- -I AWAY FROM UNITS WALKPADS MIN �. L--------- j „ 5'-0" MAINTENANCE WALKPADS MIN SIDE OF HVAC +`� y 5'-0" MAINTENANCE � � �� EXISTING PARAPET UNITS TYP. 4 SIDE OF HVAC CAP PAINT TYP EXISTING PARAPET NEW 3" VTR UNITS TYP. REF A3.0 CAP PAINT TYP REF A3.0 REF 6-A4.0 INSTALL NEW 10 TON EXISTING OPENING. UNIT IN PROVIDE � ---- --� NEW 1.5 TON RTU ON CONSTRUCT IN CRICKET ROOF TO DEFLECT RETRO-FIT CURB AS REQUIRED CONSTRUCT CRICKET NEW CURB CUT NEW WATER DRAINAGE REF MECHANICAL. IN ROOF TO DEFLECT OPENING IN EXISTING AWAY FROM UNITS WATER DRAINAGE ROOF REF 2-A4.0 AWAY FROM UNITS AND MECHANICAL EXISTING PARAPET CAP PAINT TYP EXISTING PARAPET CAP PAINT TYP EXISTING CAP PAINT PARAPET TYP REF A3.0 REF A3.0 REF A3.0 64 DROOF PLAN 3/32"=1'- 410 5 4.9 4.1 4 3.7 3.5 3.2 3 2.8 2.4 2 1.9 203'-1 2" ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN- ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". CONT. SEALANT STAINLESS STL. CLAMP. FASTENER PER MANUF. RECOMMENDATIONS.- PREMOLDED PIPE BOOT. FLASHING COMPATIBLE W/ EXISTING ROOFING SYSTEM INSTALLED PER MANUF. RECOMMENDATIONS. DECK SUPPORT AS REQ'D REF STRUCTURE. VENT/ PENETRATION DETAIL. v j NTS ROOF MEMBRANE Tn MATCH EXISTIN( EXT. GRADE PL' ATTACHED TO ( SLOPE AND FLA REQ'D TO PRO\/ POSITIVE DRAIN 1*36911a0]WWI c1 CURB CAP. 5 1 1 /2"=1'-O„ WOOD BLOCKING BY CURB MANUFACTURER GASKETED FASTENERS I AT 8" O.C. EXISTING ROOFING ROVIDE 2x4 STUDS CROSS EXISTING PENING AT 16" O.C. (ITH BATT INSULATION R-38) EXHAUST FAN. REF MECHANICAL FOR SIZE, TYPE, AND LOCATION /---PRE-FABRICATED ROOF CURB BY MECHANICAL CONTRACTOR SYSTEM BASE FLASHING Fj 2%2"xj" ANGLE TO `--TREATED WOOD BLOCKING ATTACH DUCTWORK BOLTED TO ROOF DECK. THICKNESS TO MATCH ROOF INSULATION EXHAUST d VENT PENETRATION t NTS ROOF INFILL 3 NTS RTU I I ii HURRICANE CLIP COUNTER FLASHING FLASHING COMPATIBLE W/ EXIST. ROOFING SYSTEM AND FASTENER PER MANUF. RECOMMENDATIONS. DECK SUPPORT -� REF STRUCTURE. a2RTU CURB NTS PATCH OPENING WITH METAL DECK - REF STRUCTURE. PROVIDE MIN. R-38 RIGID INSUL. ABOVE. COVER W/ ROOFING MATERIAL COMPATIBLE W/ EXISTING SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. ROOF PATCH TO BE FLUSH WITH ADJACENT SURFACE TO ENSURE POSITIVE DRAINAGE. NAILER STRIP MANUFACTURED METAL CURB z 00 INSULATION (R-38) P+en hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 W ��~w woZ� z� 0 a -moo zX zw�i`'zQ3 a-8" Q�ZO w� Z zQNw 0 w� 3zaa`-jwzFQo~ a�oJao~z��a�w�o O 3w��co�oW.ww�oa zuai <�ok',n�zz Q �$w�FE(LzFUW) L-0 �z MOJU�wU�wZUw NW in waz f-<wulaw` wffloo Wy� O<:nw0wXwzwwa u) �ONUOf/IaOQ�aawOa75 MQ 0 >� 1= w o IL J LJL 0OJ �J W Q= c L.L., (� 1 M MN .� c��z 0 CM T z 0 ISSUE BLOCK CHECKED BY: DF DRAWN BY: JCF FILE NAME: A4.0 DOCUMENT DATE: 08-09-13 ROOF PLAN DA 4.0:1 FURRING AS REQUIRED EXISTING STRUCTURE TO REMAIN - NEW EXTERIOR FINISH SYSTEM, MATCH EXISTING ADJACENT FlN|SH------- 1/2^ DENS GLASS------- NEYY EXTERIOR FINISH SYSTEM SHALL BE FLUSH WITH EXISTING EXTERIOR FINISH BEYOND PROVIDE FLUSH TRANSITION BETWEEN NEW AND EXISTING FlN|SHES----- EX|57lNG EXTERIOR FINISH BEYOND EXISTING LIGHTS TO REMA|N------� EXISTING CANOPY TO REMAIN---/ Jim EXISTING STRUCTURE TO REMAIN 1S.-O/�� ..�. T.O. STUDSn PROVIDE BLOCKING TO STRUCTURE ATTACH TO STRUCTURE WITH WALL TIE PEGBOARD REF 1-AO.1 ^ METAL STUDS WITH ONE LAYER 5/8^ TYPE ^X" GYP BOARD EACH SIDE VESTIBULE SECTION. EXISTING ROOF AND STRUCTURE TO REMAIN ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". FURRING AS REQUIRED — EXISTING EXISTING AND STRUCTURE AND STRUCTURE STRUCTURE TO REMAIN TO REMAIN TO REMAIN NEW EXTERIOR FINISH SYSTEM, MATCH EXISTING ADJACENT FINISH NEW EXTERIOR EXISTING SHALL BE FLUSH FINISH SYSTEM EXISTING WALL ABOVE TO CMU WALL WITH EXISTING REMAIN EXTERIOR FINISH BEYOND PROVIDE FLUSH EXISTING EXISTING TRANSITION BETWEEN NEW AND STRUCTURE STRUCTURE EXISTING FINISHES TO REMAIN TO REMAIN EXISTING STOREFRONT EXISTING STOREFRONT SYSTEM TO REMAIN EXISTING EXTERIOR REF A3.0 SYSTEM TO REMAIN FINISH BEYOND REF A3.0 FRAME NEW WALL EXISTING TIGHT TO EXISTING T.O. STUDSIII�J LIGHTS HEADER GYP BOARD EXISTING PROVIDE STRUCTURE BLOCKING TO TO REMAIN STRUCTURE PEGBOARD REF 1-A6.1 ATTACH TO STRUCTURE REF 4-A7.0 FOR WITH WALL TIE WALL FURRING EXISTING 110,-8" PATCH AND CANOPY I TO r5 NEW CEILING REF A2.0 INV B. 0. STEEL PROVIDE 12" METAL STUD REPAIR SOFFIT REMAIN REF A2.0�� BOX BEAM HEADER AS REQUIRED CONTINUE FINISH ALUMINUM STOREFRONT ALUMINUM SYSTEM UP TO —NEW CEILING REF A2.0 SYSTEM WITH 1" STOREFRONT SYSTEM EXISTING SOFFIT 5/8" TYPE GLAZING WITH 1/4" GLAZING '--5/8" TYPE 'Y' GYP BOARD GYP BOARD ---NEW EXTERIOR FINISH SYSTEM, MATCH EXISTING ADJACENT FINISH 2" DENS GLASS DOOR SYSTEM REF /—DOOR SYSTEM REF INV T.O. SILL BATT INSULATION SCHEDULE SCHEDULE EXISTING SLAB 4" SPLIT FACE CMU EXISTING SLAB AND FOUNDATION [--��-�------------ -------�'-�-�-�-- | -_'/ --_- ---__---_-__'_-----_--'--_-__�_ ! � | ! ' VESTIBULE SECTION VESTIBULE SECTION. EXISTING ROOF EXISTING ROOF AND STRUCTURE i AND STRUCTURE TO REMAIN | TO REMAIN —EXISTINGEXISTING L WALLEXISTING CMU WALL | ABOVE TO CMU WALL i REMAIN 7. 4 EXISTING EXISTING EXISTING STRUCTURE STRUCTURE STRUCTURE TO REMAIN TO REMAIN TO REMAIN ---EXISTING STOREFRONT EXISTING 3 NEW STOREFRONT RONT uon.S TO |.� \_ / " EXISTIN AND FO EXISTING CURB REMOVED STOREFRONT G EXISTING STOREFRONT EXISTING A5.1 SYSTEM TO MATCH ^Emm.CEILING TO SYSTEM TO REMAIN CEILING TO ADJACENT REF A3.0 REMAINREF A3.0 REMAIN 6" METAL STUDS EXISTING EXISTING EXISTING STRUCTURE STRUCTURE STRUCTURETO REMAIN TO REMAIN TO REMAIN REMOVE EX |S7NG REMOVE EXISTING CEILING AND ALL CEILING AND ALL REF 4-A7.0 FOR ASSOCIATED ASSOCIATED FRAMING � � FRAMING c^/o/vvo EXISTING WALL SOFFITCmvur / AND FINISHES ABOVE REMAIN -STOREFRONT TO STOREFRONT TO REMAIN. PATCH AND REMAIN. PATCH AND REPAIR AS REQUIRED REPAIR AS REQUIRED NEW CEILING REF A2.0 REMOVE EXISTING REMOVE EXISTING 5/8" TYPE 'Y' GYP BOARD PARTITION AND REMOVE EXISTING 2 ALL ASSOCIATED STOREFRONT A51 FRAMING SYSTEM REF D1.0 SYSTEM, MATCH EXISTING ADJACENT FINISH 1/2" DENS GLASS BATT INSULATION T.O. SILL REMOVE EXISTING CURB 4" SPLIT FACE CMU EXISTING SLAB EXISTING SLAB EXISTING SLAB A5nc�vvcN N - SYSTEM REF A1.0 EXISTING CMU WALL EXISTING STRUCTURE TO REMAIN REMOVE EXISTING EXISTING STOREFRONT CEILING TO SYSTEM REF D1.0 REMAIN AND 3-A3.0 STRUCTURE 17 TO REMAIN REMOVE EXISTING CEILING AND ALL REMOVE EXISTING STOREFRONT SYSTEM REF D1.0 IF EXISTING CURB EXISTING SLAB AND FOUNDATION 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 >M M 0 0 LU =j LLI 00cd >w tin . .... j :r Ll- M Uj CY-) N C\2 0 I ISSUE BLOCK I CHECKED BY: DF DRAWN BY: JCF FILE NAME: A5.0 DOCUMENT DATE: 08-09-13 WALL �� SECTIONS VESTIBULE SECTION VESTIBULE DEMOLITION SECTION 3/8' = 1'-10^ DEMOLITION SECTION ' VESTIBULE DEMOLITION SECTION. I -AJ- 1 a� o �- T 0 0 I m n .a Ln Q) N � I o j N Uj --- p 000 V) a� a� o� w In >� Q L C� Q J In 3 � o i7 -0 In 0 - >-= m Q) N m� M o �o N o� 00 0 o-0 Li o z i m PRESERVATIVE & FIRE RETARDANT TREATED Y2" PLYWOOD SUBSTRATE, EACH SIDE OF COLUMN CONTINUOUS BACKER ROD AND SEALANT EACH SIDE OF FRAME FRAME OF PRE -FINISHED INSULATED ALUMINUM SLIDING ENTRANCE DOOR SYSTEM PRESERVATIVE & FIRE RETARDANT TREATED 2x- WOOD BUCK FRAME; CUT TO FIT CONDITIONS, EACH SIDE OF COLUMN SELF-ADHEREING MEMBRANE FLASHING, COVER FACE OF PLAYWOOD AND FULLY EXTEND TO INTERIOR SIDE OF STOREFRONT ENTRANCE & OVERLAP JOINT BETWEEN PLYWOOD & DENS CONTINUOUS BACKER GLASS SHEATHING. ROD AND SEALANT EXTERIOR SIDE, PRE -FINISHED D T I F EjXQIQR DETAI ALUMINUM BREAK METAL COLUMN S S M I /-VM WRAP; FINISH TO MATCH 8 STOREFRONT SYSTEMS 6" = 1'-0" EXISTING FRAMING TO REMAIN' EXISTIN TO RED AS RE( EXISTIN SYSTEM EXISTIN BARRIE TO REN REPAIR FINISH EDGE 1 FINISH OVER F SELF-F FLASHIP INTERIO OVERLA BARRIEI CONTIN ROD Al SHIMS 1" INSI GLAZIN, PRESERVATIVE & FIRE RETARDANT TREATED Y2" PLYWOOD SUBSTRATE, renl I c-Ir�r nr nil I n/nl WIN WINDOW &DOOR JAMB DOW HEAD DETAIL 6" = 1'-0" EXISTING FINISH SYSTEMTO REMAIN; REPAIR AND REFINISH AS REQUIRED PRESERVATIVE & FIRE RETARDANT TREATED 2x6 WOOD BUCK FRAME; CUT TO FIT CONDITIONS CONTINUOUS BACKER ROD AND SEALANT FRAME OF PRE -FINISHED INSULATED ALUMINUM STOREFRONT WINDOW SYSTEM STRUCTURAL STEEL TUBE REF STRUCTURAL DRAWINGS INTERIOR SIDE, PRE -FINISHED ALUMINUM BREAK METAL COLUMN WRAP; FINISH TO MATCH STOREFRONT SYSTEMS CONTINUOUS BACKER ROD AND SEALANT J- MOLD TRIM TYPE X GYP BOARD R-19 BATT INSULATION 6" GALV METAL STUDS 1/2" DENS GLASS SHEATHING 11 E • • : : 13 :: Xz EXTERIOR FINISH SYSTEM TO MATCH ADJACENT EXISTING EXTERIOR FINISH SYSTEM SELF-ADHEREING MEMBRANE FLASHING, TO SEAL EDGE OF CLEAT AND SECURE EDGE OF VAPOR BARRIER GALV METAL CLEAT INSU[ INTERIOR SIDE, PRE -FINISHED GLAZING ALUMINUM BREAK METAL COLUMN WRAP; FINISH TO MATCH LINE OF STOREFRONT SYSTEMS BEYOND CONTINUOUS BACKER ROD AND SEALANT PREFINI� EACH SIDE OF FRAME FLASHIN FRAME OF PRE -FINISHED INSULATED ALUMINUM STOREFRONT WINDOW CONTINU SYSTEM ROD ANI 1" INSULATED GLAZING SELF -A[ SHIMS MEMBRA FULLY E WINDOW SELF-ADHEREING MEMBRANE FLASHING, COVER FACE OF JOINT BETWEEN INTERIOR & EXTEREIOR SECURE COLUMN WRAP SECTIONS, TYPICAL EACH SIDE PRESERVATIVE & FIRE RETARDANT TREATED 2x- WOOD BUCK FRAME; PRECAS' CUT TO FIT CONDITIONS, EACH SIDE DOWELE[ OF COLUMN STRUCTURAL STEEL TUBE REF STRUCTURAL DRAWINGS 1" INSULATED GLAZING LINE OF END DAM BEYOND SHIMS CONTINUOUS BACKER ROD AND SEALANT PREFINISHED METAL PAN FLASHING WITH END DAMS SELF-ADHEREING MEMBRANE FLASHING, FULLY EXTEND UNDER WINDOW AND 2" DOWN FACE OF SHEATHING TO SECURE VAPOR BARRIER - EDGE TRIM OF EXTERIOR FINISH SYSTEM INSTALL OVER FLASHING VAPOR BARRIER EXTERIOR FINISH SYSTEM TO MATCH ADJACENT EXISTING EXTERIOR FINISH SYSTEM 1/2" DENS GLASS SHEATHING DETAI WINDOW S 6" = 1'-0" 3/8"x3/ DRIP GR VAPOR I SPLIT Ff 1" AIR OF GROI 1/2" DE SHEATHI,.� ILL DETAIL. SELF - COVER EXTEN STORE BEAM EXTER ALUM[ WRAP; STORE SHIMS CONTIf ROD A EACH FRAME INSULT SLIDIN SYSTE SELF - FLASH BETWE BEAM EACH Diuc- ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". 1" INSULATED GLAZING FRAME OF PRE -FINISHED INSULATED ALUMINUM STOREFRONT WINDOW SYSTEM CONTINUOUS BACKER ROD AND SEALANT EACH SIDE OF FRAME 1w PRESERVATIVE & FIRE RETARDANT TREATED Y2" PLYWOOD SUBSTRATE, EACH SIDE OF BEAM INTERIOR SIDE, PRE -FINISHED ALUMINUM BREAK METAL BEAM WRAP; FINISH TO MATCH STOREFRONT SYSTEMS STRUCTURAL STEEL TUBE REF STRUCTURAL DRAWINGS PRESERVATIVE & FIRE RETARDANT TREATED 2x- WOOD BUCK FRAME; CUT TO FIT CONDITIONS, EACH SIDE OF BEAM RANSOM MULLION DETAIL 1 WINDOW SILL DETAI 6 1 6" = V-0" SELF-ADHEREING MEMBRANE FLASHING INSTALL OVER SHEATHING & METAL FLASHING- SELF-ADHEREING MEMBRANE FLASHING TO SECURE EDGE FRAME OF PRE -FINISHED OF VAPOR BARRIER TO EDGE INSULATED ALUMINUM TRIM STOREFRONT WINDOW SYSTEM EDGE TRIM OF EXTERIOR FINISH SYSTEM INSTALL OVER FLASHING CONTINUOUS PREFINISHED METAL FLASHING (PROFILE C); CONTINUOUS BEAD OF 4" OVERLAP WITH BEAD OF SEALANT SEALANT @ SECTION SPLICES — CONTINUOUS BACKER ROD AND SEALANT PRESERVATIVE & FIRE - RETARDANT TREATED 3/8"x3/8" LN 2x6 WOOD BUCK FRAME CONTINUOUS DRIP GROOVE 6" GALV METAL STUDS PRECAST CONCRETE AT 16" OC SILL DOWELED TO MASONRY R-19 BATT INSULATION SELF-ADHEREING MEMBRANE FLASHING TO SECURE TOP EDGE OF VAPOR BARRIER TO SHEATHING. INSTALL UNDER PREFINISHED METAL FLASHING — VAPOR BARRIER SPLIT FACE 4" CMU VENEER FRAME OF PRE -FINISHED EXISTING FRAMING T( INSULATED ALUMINUM REMAIN STOREFRONT WINDOW SYSTEM EXISTING SUBSTRATE TO REMAIN; REPAIR AS REQUIRED CONTINUOUS BACKER ROD AND SEALANT EXISTING FINISH SYSTEM TO REMAIN - EXISTING VAPOR BARRIER SYSTEM TO REMAIN SHIMS J- MOLD TRIM PRESERVATIVE & FIRE RETARDANT TREATED 2x- WOOD BUCK REPAIR EXISTING FRAME; CUT TO FIT FINISH SYSTEM CONDITIONS EDGE TRIM OF EXTERIOR STRUCTURAL STEEL TUBE FINISH SYSTEM INSTALL REF STRUCTURAL DRAWINGS OVER FLASHING SELF-ADHEREING MEMBRANE FLASHING, EXTEND FROM 6" GALV METAL TRACK INTERIOR OF WINDOW TO & OVERLAP EXISTING VAPOR/ BARRIER 5/8" TYPE X GYP BOARD CONTINUOUS BACKER ROD AND SEALANT � R-19 BATT INSULATION SHIMS 6" GALV METAL STUDS AT 16" OC 1" INSULATED GLAZING ""^VIDE FULL WIDTH END AT ALL TERMINATIONS CONTINUOUS SEALANT SEAMS DO NOT HANICALLY FASTEN END THRU SILL PAN STOREFRONT SILL FLASHING DETAIL N TS ALUMINUM STOREFRONT SYSTEM f^:& 040 GAUGE BREAK METAL BEAM i T11STOREFRONT CAP BOTH SIDES APPLY CONTINUOUS SEALANT BETWEEN AND DOOR SYSTEM _ MATCH STOREFRONT COLOR COORDINATE WITH SLIDING DOOR MANUFACTURER I HSS BEAM REF STRUCTURE B.O. STEEL ALUMINUM DOOR SYSTEM 0 - REF SCHEDULE A5.1� I ! TRANSOM SUPPORT DETAI 1 1/2" = 1'-0" I; I WINDOW JAMB 6" = 1'-0" CONTINUOUS BACKER ROD AND SEALANT PRESERVATIVE & FIRE RETARDANT TREATED 2x6 WOOD BUCK FRAME; CUT TO FIT CONDITIONS FRAME OF PRE -FINISHED INSULATED ALUMINUM STOREFRONT WINDOW SYSTEM DETAIL SELF-ADHEREING MEMBRANE FLASHING 1" AIR SPACE KEEP CLEAR INSTALL OVER SHEATHING & OF GROUT METAL FLASHING 1/2" DENS GLASS SHEATHING SELF-ADHEREING MEMBRANE 1 /2" DENS GLASS SHEATHING FLASHING TO SECURE EDGE VAPOR BARRIER OVERLAP OF VAPOR BARRIER TO METAL EDGE TRIM BELOW METAL FLASHING VAPOR BARRIER OVERLAP METAL FLASHING BELOW CONTINUOUS WEEP EXTERIOR FINISH SYSTEM TO FILTER MATCH ADJACENT EXISTING 6" GALV METAL STUDS AT EXTERIOR FINISH SYSTEM CONTINUOUS GALV. METAL 16" OC COUNTER FLASHING EXTEND TO FACE OF CMU (PROFILE B) R-19 BATT INSULATION WEEP IN VERTICAL JOINT AT 16" OC SPLIT FACE 4" CMU VENEER 6" GALV METAL STUDS AT FILL VOID WITH GROUT TYPE X GYP BOARD 16" OC SLOPE TOP TOWARD WEEP CONTINUOUS GALV. METAL FLASHING SET IN CONTIUOUS o r ° 5/8 TYPE X GYP BOARD BED OF SEALANT PROFILE A ( ) 4 OVERLAP WITH FULL BED OF GALV METAL TRACK SET IN SEALANT @ SECTION SPLICES CONTIUOUS BED OF SEALANT EXISTING CONCRETE SLAB 511, R-19 BATT INSULATION 4 </ CONTINUOUS BED OF SEALANT 1" AIR SPACE KEEP CLEAR 1C OF GROUT WATER TABEL DETAIL, 3" = 1'-0" zn 4 MASONRY VENEER, � BASE OF WALL DETAIL. p+enb:2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 Wwo (p �OI?� �oaN�o V) U. zR,0 zw.F Q3 W o 0tn ¢ 4:W.-, .o � U3 w zQ=wlozw �Q 2~OQ Q:ow- <L4T a r �o In=Z = ID d`"p3Qo1-z��ajWio NVNMwQ`3Xlnwp�Q> z 3vo�yo9wwvKw < �0 0 p w w$ o03ww�o zvai ISEWInoLJzialz�0 Z _ i_U Ja U D d'z �O�Uw6 V-wUHw ooMw a�oW�a9<�m <nw z k�owlL000 0 cn 01.XwwMwzXw< (no c� o<nao�n o woa� >M fn 0 Q 0 0 > �Wo JLL -J_j ::) LL O mJ _j >= J=Z_ W Q> �= CD .-2 MN C\2 0 M Mr O ISSUE BLOCK CHECKED BY: DF DRAWN BY: JCF FILE NAME: A5.1 DOCUMENT DATE: 08-09-13 ARCH DETAILS SHEET: A5.1 1. Al 1 T- ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". p+enb:2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 w w �w pz� 0 N~Z ¢-WwO VARIES REF SP1.0 w o �_N�X a0v�F¢a �¢ x~�a-a¢Nw w� 3Z¢¢o�wItFZo� NOTES: CURB LINE Q Ow a`nc>- 1. NO COLUMNS ARE ALLOWED Q z 3���so�WWz&WFQ 0 IN RAMP AREA. o Z��<�awC1aaQww"zF- Q Q¢ o°�``v��cwiw}xU_�n0 2. BARRIER FREE RAMPS SHALL DETECTABLE WARNING RAMP oo�Qw`o��aZwm HAVE A DETECTABLE AREA SEE DETAIL 10B m w CONCRETE TOPPING WARNING. FINISH DETECTABLE `�' c° i c i �� i000a-DWaawoa� PAINTED YELLOW :;. _� o¢=x�nwwxzww¢ WARNINGS SHALL BE 0.9 IN •• ... I .... 8" DIAMETER STEEL DIAMETER AND 0.2" TALL PIPE FILLED WITH DETECTABLE WARNINGS00 CONCRETE AND SHALL BE "RED BRICK" IN RAMP DIMENSIONS ARE o PAINTED YELLOW. COLOR. PLAN VIEW SLOPE ON RAMP MUST MEET BASED ON A CURB HEIGHT LOCAL, STATE, AND FEDERAL OF 6" FIELD VERIFY EXISTING CONCRETE FILL 3. RAMP SHALL BE PAINTED A CODES. NOT TO EXCEED 1" IN CURB HEIGHTS AND ADJUST AROUND PIPE CONTRASTING COLOR FROM FRONT BUILDING 12" OR 8.3% ACCORDINGLY SURROUNDING SIDEWALK. WALL ASPHALT OR 22 1, SPACING SEE DETAIL 10C CONCRETE PAVING 4. CURB RAMPS WITH SIDEWALK t� DETECTABLE WARNINGS SEE SP1.0 ® o ® a o ® ® (D/ SHALL BE CONSTRUCTED ®®®®®®®®® 10 WHERE A SIDEWALK ENTERS l ------------- __-___— ® ® ® ® a ® ® ® ® 1 10 -------_-_-_- ___ _ A STREET AND ANY ®®®®®®®®®® z ®®®®®®®®®® 21, A SIGNALIZED ENTRANCES OR 00 O ry > - DRIVEWAYS. 2% SLOPE Q ®o ®®®®®® W a- Q mZ _ 01 � ®o J --- - - � ® ®®o w w - 5. DETECTABLE WARNINGS MAX - ®® ® ®® o V) - SHALL CONFORM TO A.D.A. CURB - __ NO.4 BARS LINE -- - WELD TO POST REQUIREMENTS AND EXTEND `V DETAIL 10B DETAIL 10C >M m - _ THE FULL WIDTH OF THE RAMP. WARNINGS SHALL BE CONCRETE FILL LOCATED WITH THE NEAREST RAMP NOT - - AROUND POST EDGE 6" TO 8" FROM THE TO EXCEED CURB LINE. 1" IN 12" 2'-0" OR 8.3% DETAIL 10A 0 BOLLARD SECTION. SIDEWALK CURB CUT DETAIL. 11 1 /2"= V- O" 1 O NTS0)11111111111111 RAILING BRACKETS C� 4'-0" O.C. MAX. PROVIDE BLOCKING 1 1/2" C. STEEL IN WALLS AS REQ'D PIPE HANDRAIL - REF 9-A6.0. PAINT. 1 1/2" C. STEEL p 0 PIPE HANDRAIL - N PAINT. 0 I Le STAIR TO BE PROVIDED W/ _ STAIR TO BE PROVIDED W/ CONVEYOR HANDRAILS, 1._0„ _ `° CONVEYOR HANDRAILS, �� ISSUE BLOCK TREADS, RISERS AND ALL o TREADS, RISERS AND ALL STORAGE N. OTHER COMPONENTS TO MEET I OTHER COMPONENTS TO MEET CLOSE END W/ FFLOOR* BUILDING EGRESS CODE BUILDING EGRESS CODE STEEL PLATE. FORWARD/REVERSE/STOP REQUIREMENTS. STORAGE REQUIREMENTS. GRIND WELDS PUSH BUTTON. NOTES:. FIN. SMOOTH. 10'-0" 1. CONTROL VOLTAGE IS 110/1 32°° FLOOR. AT SIM CONDITIONS, 9p PHASE DISREGARD CONVEYOR CONC. FILLED 2. CONVEYOR HAS 3.2 FULL LOAD HANDRAIL REQUIREMENT. STAIR TREAD. -- �r------------------------------------- PROVIDE HANDRAILS BOTH 6 AMP DRAW. ' l l -------------=; it .I SIDES AS SHOWN. iL------------ ' o I MEZZANINE F� MODIFY ; I N FINISHED ODIF r-� FLOOR T '- O ANCHORAGE REF STRUCTURE.STRUCTURE. ,. AS R EQ' D AT o r-------------- ' - CMU WALL ---- ------ WELD TREAD Z _., 9X 11" O � - LOCATIONS. SUPPORTS TO 0 REF SPECS. _-- `'"" ' STRINGERS. 11" - - w REVERSING 9 1 1/2" D I A M. o �, r--------- ---- - -i' STEEL PIPE 1,� I V-11 -F— STAIR TREADS of PREFAB. STAIR - p MAGNETIC HANDRAIL 12 M BEYOND. ,,� COORDINATE NEW CONVEYOR STARTER ________ CLOSE END W/ REF SPECIFICATIONS. ¢ AROUND STRUCTURE. ALL O� r-�_ STEEL PLATE. .,..,:. ':.;:: L_--__--_--_ GRIND WELDS X CONFLICTS BETWEEN gyp, r SMOOTH. ,,;•.,..; w STRUCTURE AND CONVEYOR FORWARD/REVERSE/ ___,________ SHALL BE BROUGHT TO THE STOP PUSH ATTENTION OF THE HOBBY > LOBBY DESIGN DEPARTMENT o BUTTON. o FOR REDESIGN. 110 _J w_ cD 2x WOOD SECURE STAIR TO SLAB WITH SECURE STAIR TO SLAB W/ BLOCKING 1/2" C. DRILL -IN EPDXY SET 1/2" C. DRILL -IN EPDXY SET FINISHED FLOOR N ATTACHED TO ANCHORS - MIN. 3" IMBED. ANCHORS - MIN. 3" IMBED. STUDS 3/4 HORSEPOWER 10'-0" 208V 3 PHASE MOTOR. ROLL OFF WITH HARD STOP HANDRAIL DETAIL. 8 ELEVATION AT NEW STAIRS. 7 SECTION AT NEW STAIRS. 6 CONVEYOR DETAIL. 9 3" = V-O" 3/4" = 1'-0" 3/4" = 1'-0" NTS 0 C 1'-0" PROVIDE BLOCKING Q Q 1 I N ADJUST. SHELVES LL_------- WHITE 30" DOUBLE SLOTTED STANDARD ADJUST. SHELVES I =_____ -------------------------- ______ ---- - I -0 ADJUST. SHELVES r I WHITE 12 SHELF CASEWORK MATERIALS: m BRACKET �'-------- ACSEWORK PROVIDED BY HOBBY PROVIDE LOBBY. INSTALLED BY CONTRACTOR. CN 0 2'-0" BLOCKING FULL BACK SPLASH a; N AS REQUIRED 6" BACK SPLASH SINK SINK PLASTIC LAM. - 0 o COUNTERTOP ao FULL HEIGHT oo N I & BASE I 0 BACK SPLASH _I j PLASTIC LAM. 2'-0" COUNTERTOP00 T a� • N X Li i EXISTING C.M.U. < DROP IN Q WALL SINK------' __ (n-------------- L--== J L-- --J 0 C.M.U. WALL TOOTHED IN AT o, EXISTING OPENING. MATCH -' EXISTING C.M.U. " z -o a r� r•7 r7 r7 / _ NO ]YEEN SUPPORTS -° TO MEET A.D.A. 2'-6" o `� REQUIREMENTS I [ r FURRING. REF A1.0 FOR FINISHED FLOOR DETAILS MIN m LOCATIONS. FURNISH AND INSTALL FURNISH AND INSTALL 03 o PIPE INSULATION PER PIPE INSULATION PER o SPECIFICATIONS TO MEET SPECIFICATIONS TO MEET raj 7'-8" A.D.A. REQUIREMENTS 7'-8" A.D.A. REQUIREMENTS �0 Ir CMU WALL SECTION @ WORK N 00 0 INFILL DETAIL. ROOM COUNTER. INSTRUCTIONAL AREA. CABINET SECTION EMPLOYEE LOUNGE. Li - 5NTS 3/4" = 1'-0" 33/4" = 1'-0" 23/4" = 1'-0" 1 3/4" = 1'-0" SHEET: A6. 0 Q ��o O OJ �J W Q} I.L a. c� M N co�z M z t� 0 CHECKED BY: DF DRAWN BY: JCF FILE NAME: A6.0 DOCUMENT DATE: 08-09-13 L co a T'S -0 0 U a� m '~ I V) Q N C oC- a; Q) N o T N � rn / CO . a� Li a� o � Q C ° Q ° J (n 3 iT / -° (n 0 — U m a 0 ::�j N m 0 o o ..o -�l� o O N N / coo CORNER OF WALL — DOOR OR WINDOW JAMB FINISHED FLOOR COVE BASE ALONG BASE OF WALL/ SHALL BUTT INTO PLASTIC TRIM PLASTIC TRIM TO FLOOR TYPICAL AT ALL DOORWAYS WHERE PEGBOARD IS APPLIED.I TRIM AND COVE BASE DETAIL AT DOOR AND WINDOW JAMB 1 N TS 5 A6.1 A6.1 DETAILS ARE TYPICAL AT ALL OPENINGS WHERE PEGBOARD IS APPLIED. PEGBOARD TRIM AT OPENING DETAIL KEY PLASTIC TRIM AROUND PERIMETER OF DOOR OR WINDOW JAMB TRIM SHALL COVER EDGES OF PEGBOARD THERE SHALL BE NO EXPOSED PEGBOARD EDGES THROUGHOUT LEASE SPACE PLASTIC TRIM TO 4" CORNER OF AFF TRIM SHALL WALL NOT INTERFERE WITH CONTINUOUS COVE BASE FINISHED FLOOR COVE BASE ALONG BASE OF WALL SHALL RETURN AROUND CORNER TO ROOM TYPICAL AT ALL DOORWAYS WHERE PEGBOARD IS APPLIED. MITERED CORNER WITH PLASTIC TRIM AT CORNER OF DOOR JAMB TRIM AND COVE DETAIL AT CASE NTS DOOR OR EDGE OF PEGBOARD WINDOW JAMB LEAVE 1 /2" GAP BETWEEN EDGE OF PEGBOARD AND DOOR 3-A6.1 JAMB SO TRIM CAN _ BE INSTALLED AFTER INSTALLATION OF PEGBOARD SEE SECTION THIS SHEET TYPICAL AT ALL DOORWAYS WHERE PEGBOARD IS APPLIED. PEGBOARD TRIM AT DOOR AND WINDOW JAMB DETAIL N TS N TS STUD WALL DOOR OR WINDOW JAMB 2%2" PLASTIC TRIM BETWEEN JAMB AND EDGE OF PEGBOARD CUT TRIM AS REQUIRED FOR TRIM TO BE MOUNTED DIRECTLY TO FACE OF PEGBOARD7 1x4 MID BAND 1 x2 FURRING BLOCK 4'x8' PEGBOARD AT EDGE OF PEGBOARD TYPICAL AT ALL DOORWAYS WHERE PEGBOARD IS APPLIED. PEGBOARD AND TRIM TERMINATION AT DOOR AND WINDOW JAMB DETAIL NTS METAL WALL (2) 2" SCREWS STUD BEHIND APPROXIMATELY GYP BOARD EVERY 16" SECURED TO STUDS TYPICAL LINE OF 1x4 1x4 i/Z FOR STEP --------- I '--------- I------ - --- 1x8 i1 l I I STEP #1 STEP #2 1x8 LINE OF NEW PEGBOARD ABOVE FURRING STRIPS (2) 2" SCREWS APPROXIMATELY EVERY 16" SECURED TO STUDS SCREWS SHALL BE DIAGONALLY OFFSET FROM MIDDLE OF 1x4 TO MISS THE 1X8 MOUNTING SCREWS BELOW TYPICAL FURRING STRIP BASE APPLICATION AT STUD WALL OPENING. rNNAIN HORIZONTAL MEMBER v s (2) 2" SCREWS APPROXIMATELY EVERY 16" SECURED TO 1 x8 SCREWS SHALL VERTICAL 1x4 BE DIAGONALLY OFFSET FROM MIDDLE OF 1x4 TO MISS THE 1X8 MOUNTING HORIZONTAL 1x4 SCREWS BELOW SCREW HEADS SHALL BE FLUSH WITH FURRING STRIP TYPICAL HORIZONTAL 1 x8 PEGBOARD lF 5/8" GYP BOARD 2" SCREWS APPROXIMATELY EVERY 16" SECURED TO STUDS SCREW HEADS SHALL BE FLUSH METAL STUD WITH FURRING STRIP TYPICAL SECTION AT FURRING STRIPS FOR STUD WALL AT '1 MAIN HORIZONTAL MEMBER N TS 1x4- DETAIL #10 (SIM) 1x6 - 1.2 1x2 1x4 BOTTOM 1x4 MID BAND DET. #9 ` BOTTOM 1x4 MID BAND ' BOTTOM 1x4 MID BAND 1x2 1x6 (2) 2" SCREWS APPROXIMATELY EVERY 16" SECURED TO STUDS TYPICAL .. s 4'x8' TEMPERED PEGBOARD FINISH WITH (2) COATS PRIMER AND (2) COATS PAINT IF PEGBOARD IS PRE-PRIMERED THEN FINISH WITH (1) COAT PRIMER AND (2) COATS PAINT TYPICAL OF ALL PEGBOARD !4'x8' PEG PLASTIC TRIM AROUND PERIMETER OF CASED OPENING. TRIM SHALL COVER EDGES OF PEGBOARD AND GYP BOARn TWP-PP- QW AI I R7 nIn EXPOSED THROUGH( EDGE OF OPENING 1 x4 EQ. EQ. EQ. L 8GAP 4'-0" 8" GAP 4'-0 4'-08" TYPICAL FLOOR LINE GENERAL NOTES: 1. TEMPERED PEGBOARD SHALL MEET A.S.T.M. E-84, CLASS C, FLAME SPREAD 155-166 MAX. 2. DETAIL SHOWN IS FOR DRYWALL APPLICATION. APPLICATION ON C.M.U. OR TILT UP IS THE SAME EXCEPT FOR DELETION OF 1 x8 AND 1 x6 BANDS AND HORIZONTAL 1x4 MID BANDS. SEE DETAILS BELOW. 3. PROVIDE AN 1/8" GAP AT VERTICAL PEGBOARD JOINTS TO ALLOW FOR EXPANSION DURING PAINTING. 4. SCREWS SHALL BE SPACED EVERY 10" OR EVERY 10TH HOLE. STUD WALL APPLICATION PEGBOARD DETAIL AT 81-0$1 AFF ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". METAL WALL STUD BEHIND GYP BOARD LINE OF 1x4 FOR STEP #2 1X4 I I I I I I I I I PEGBOARD SYSTEM: PEGBOARD, FURRING STRIPS, PLASTIC CORNER TRIM AND FASTENERS FOR PEGBOARD SYSTEM SUPPLIED BY HOBBY LOBBY AND INSTALLED BY CONTRACTOR (2) 2" SCREWS APPROXIMATELY EVERY 16" SECURED TO STUDS TYPICAL LINE OF PEGBOARD ABOVE FURRING STRIPS 1x4 6/A6.1 ; -"—(2) 2" SCREWS APPROXIMATELY SIM EVERY 16" SECURED TO 1 x8 STEP #1 STEP #2 SCREWS SHALL BE DIAGONALLY OFFSET FROM MIDDLE OF 1x4 TO MISS THE 1X8 MOUNTING SCREWS BELOW TYPICAL FURRING STRIP APPLICATION AT STUD WALL SECONDARY HORIZONTAL MEMBER N TS MITERED CORNER WITH PLASTIC TRIM AT CORNER OF CASED OPENING PEGBOARD TRIM AT CASED OPENING DETAIL FINISHED GYP BOARD CORNER WITH CORNER BEAD GYP BOARD ON STUD WALL 2"x2" PLASTIC TRIM TO OVERLAP GYP BOARD EDGE AND EDGE OF PEGBOARD 1x4 MID BAND 1 x2 FURRING BLOCK AT EDGE OF PEGBOARD. 4'x8' PEGBOARD TYPICAL AT ALL OPENINGS WHERE PEGBOARD IS APPLIED. PEGBOARD AND TRIM TERMINATION 1 AT CASED OPENING DETAIL N TS ` T I N TS 1x4 1x6 1x4 TOP 1 x4 MID BAND TOP 1x4 MID BAND TOP 1x4 MID BAND (2) 2" SCREWS 1x2 APPROXIMATELY CEILING LINE PEGBOARD SHALL BUTT INTO BOTTOM OF CEILING. NO PEGBOARD MEMBERS SHALL BE INSTALLED ABOVE CEILING LINE.—\ EVERY 16" SECURED 1 x8 4'x8' PEGBOARD - j4'x8' PEGBOARD - TO STUDS TYPICAL 1x4 1x4 BOTTOM 1 x4 MID BAND DET. TEMPERED rPEGBOARD #9 FINISH (2) COATS BOTTOM 1x4 PRIMER AND (2) MID BAND COATS PAINT IF PEGBOARD IS i PRE-PRIMERED BOTTOM 1x4 THEN FINISH WITH MID BAND (1) COAT PRIMER Q 1 x2 AND (2) COATS PAINT TYPICAL OF 1 x6 ALL PEGBOARD 4'x8' PEGBOARD 4'x8' PEGBOARD 1 x 4 EQ EQ EQ 1" GAP 4'-0" GAP FLOOR LINE 8 018 4'-O8" 4'-O8" TYPICAL GENERAL NOTES: Ir 1. TEMPERED PEGBOARD SHALL MEET A.S.T.M. E-84, CLASS C, FLAME SPREAD 155-166 MAX. 2. DETAIL SHOWN IS FOR DRYWALL APPLICATION. APPLICATION ON C.M.U. OR TILT UP IS THE SAME EXCEPT FOR DELETION OF 1 x8 AND 1 x6 BANDS AND HORIZONTAL 1x4 MID BANDS. SEE DETAILS BELOW. 3. PROVIDE AN 1/8" GAP AT VERTICAL PEGBOARD JOINTS TO ALLOW FOR EXPANSION DURING PAINTING. 4. UPPER AND LOWER PEG BOARDS TO BE FROM SAME PALLET. 5. SCREWS SHALL BE SPACED EVERY 10" OR EVERY 10TH HOLE. STUD WALL APPLICATION PEGBOARD DETAIL AT 15'-0" AFF p+enb2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 Uj I wpz W 0 n� z� 8 <TCn fo D U. �Z�F zwiN-� 80 w<3 W o �2 cnub,Cr a5C)i`aO � w —'H zXWzw < < O N = Z = La., §a<<ww,wWOF00~ LL- av,o J<o�Z�a�w�o O (n� < X opOjQ O_ 3wCiw$DOow�wCL o< Z(n <�O�(n0OV��zz Q 9982M Vww}'ju(n0 F(n ar�a oo(naaw�aaZU az mmoL�UMWw w<wOXwW wm Wwaw' 2z~tow(i0083>- n O <OXnwXXzXX< waa73; >M MQ 0 0 ~ _j0 J �Z)U- 0 016 mJ � MwQ>- ��=o LLJ MN 0 M t� a w as wr z 0 ISSUE BLOCK CHECKED BY: DF DRAWN BY: JCF FILE NAME: A6.1 DOCUMENT DATE: 08-09-13 PEGBOARD DETAILS SHEET: A6.1 3/8" = 1'-0" 1'-0 3/8" = " 1 _ _ _ _ _ I _ Ifill! II 11 METAL STUD TRACK 3-5/8" WALL CLIP 20 GA. MIN. HILTI X-DNI (2) PER CLIP #10 TEK SCREWS 3-5/8" WALL CLIP 20 GA. - o HILTI X-DNI (2) PER CLIP x� M Z_ (3) #10 METAL STUD Q TEK o 1 � SCREWS 00 J 3-5/8" WALL CLIP 20 GA. ¢ Q HILTI X-DNI (2) PER CLIP X Q : O FIELD VERIFY. FURRING SHALL BE AS SMALL AS 1 V) Q POSSIBLE TO ALLOW FOR 00 x SMOOTH DRYWALL Cf) : z INSTALLATION. -0Q 3-5/8" WALL CLIP 20 GA. Q > I tr 00 b 0 Q Q HILTI X-DNI (2) PER CLIP. :2 Q F- O Q 1 Cc 00 pi Q 3-5/8" WALL CLIP 20 GA. ¢ z Q Q (3) #10 TEK HILTI X-DNI (2) PER CLIP. o z 0j SCREWS w V METAL STUD � J ¢ NEW CONSTRUCTION HILTI ATTACHMENT TO EXISTING FLOOR. SECURE STUD TRACK TO SLAB WITH ANCHORS EVERY 16" O.C. SECTION AT WALL FURRING NTS EXISTING ROOF AND DECKING EXISTING WALL ABOVE BATT INSULATION (R-19) REF A2.0 ONE LAYER 5/8" TYPE X METAL STUDS AT GYP. BOARD TO 10,-0" 16" O.C. SEE WHERE ACOUSTICAL CEILING PLANS FOR SIZE IS SCHEDULED. STOP AT CEILING WHERE GYP CEILING IS SCHEDULED REF A3.0 FOR FINISHES BACK ROOMS EXTERIOR EXISTING CMU WALL CONTINUE STUDS TO BOTTOM OF w STEEL ABOVE m O F- FILL IN EXISTING OPENING WITH CMU w TO MATCH EXISTING. = NEW CMU SHALL BE z TOOTHED IN z w a_ - o - CD z EXTERIOR X W 13 3-5/8" WALL CLIP 20 GA. MIN. AT 16" O.C. ON TOP TRACK (TYP.)� 32" O.C. (3) #10 TEK SCREWS HILTI X-DNI (2) PER CLIP 8 � Cn 0 o I ~ X (n r 00 ¢ (� 2 zCn _ w _ F- E 0j z 32" O.C. Q 11 > 00 w J ¢ METAL STUD 3-5/8" WALL CLIP 20 TRACK GA. MIN. AT 32" O.C. - (TYP.) HILTI X-DNI (2) PER CLIP (TYP.) (3) #10 TEK SCREWS o (TYP.) Cn METAL x < z STUDS AT 16" O Z 0. C. 00 w Q NEW CONSTRUCTION BEYOND 16" 16" 16" Ln x� ¢z 2= �IT32" O.C. O Z C� oo � �z J ¢ Q Cn 0 Q z o0� F- Q J �' METAL Q STUD TRACK URRING �ELEVATION A T WA LL F NTS BATT INSULATION (R-19) 6" METAL STUDS WITH - �-CONTINUE STUDS 5/8" TYPE X GYP. BOARD TO BOTTOM OF STEEL ABOVE REF A2.0 ONE LAYER 5/8" TYPE X GYP. BOARD ONE LAYER 5/8" TO DECK WATER RESISTANT 4'X8' O.S.B. OVER 5/8" GYP. BOARD GYP. TO 4'-0" A.F.F. METAL STUDS AT BOARD END TO END 16" O.C. SEE HORIZONTALLY AT PLANS FOR SIZE. STORAGE AREA ONLY. 4'-0" CERAMIC WALL TILE AS SCHEDULED RESTROOMS STAGING AREA EXISTING MEZZANINE CMU WALL BATT INSULATION CONTINUE STUDS1. ��(R-19) TO BOTTOM OF STEEL ABOVE REF A2.0 REF A2.* ONE LAYER 5/8" TYPE X GYP. BOARD TO 10'-0" WHERE ACOUSTICAL CEILING METAL STUDS AT IS SCHEDULED. STOP AT 16" O.C. SEE CEILING WHERE GYP PLANS FOR SIZE. CEILING IS SCHEDULED ------SEE 4-A7.0 FOR BATT INSULATION WALL FURRING DETAIL (R-19) ONE LAYER TYPE "X" GYP. BOARD EXTERIOR BACK ROOMS RECEIMNG PROVIDE METAL STUD KICKER FROM 12'-0" A.F.F. ON 4'-0" CENTERS MAX SECURE TO STRUCTURAL STEEL ABOVE GALVANIZED METAL 2 DECK OVER CASH GALVANIZED METAL OFFICE. DECK OVER CASH A7.0 OFFICE. 6" METAL STUDS „ 12 -0 10 -0 'IV INV REF A2.0 REF A2.0 REF A2.0 ONE LAYER 5/8" TYPE X ONE LAYER 5/8" BATT INSULATION TYPE X GYP. BOARD (R-19) GYP. BOARD TO 10'-0" EACH SIDE. WHERE ACOUSTICAL CEILING IS SCHEDULED. STOP AT SOUND ATTENUATION SEE 4-A7.0 FOR CEILING WHERE GYP BATT INSULATION WALL FURRING DETAIL CEILING IS SCHEDULED METAL STUDS AT 16" O.C. SEE ONE LAYER 5/8" PLANS FOR SIZE TYPE X GYP. BOARD - BACK ROOMS CASH OFFICE CASH OFFICE F7 INTERIOR�W�A LL TYPES NTS ELECTRICAL ROOM 6" METAL STUDS REF A2.0jk SEE 4-A7.0 FOR WALL FURRING DETAIL ONE LAYER 5/8" WATER RESISTANT GYP. BOARD _CERAMIC WALL TILE AS SCHEDULED RESTROOMS 0" T.O. PEGBOARD SOUND ATTENUATION BATT INSULATION ONE LAYER 5/8" TYPE X GYP. BOARD REF A2.0 TO DECK ONE LAYER 5/8" TYPE X GYP. BOARD TO 10'-0" SEE PEGBOARD WHERE ACOUSTICAL CEILING APPLICATION DETAILS IS SCHEDULED. STOP AT SHEET A6.1 CEILING WHERE GYP CEILING IS SCHEDULED METAL STUDS AT 16" O.C. SEE PLANS FOR SIZE. SALES FLOOR BACK ROOMS F1 EXISTING CMU WALL MEZZANINE/ ELECTRICAL ROOM CONTINUE STUDS TO BOTTOM OF STEEL ABOVE METAL STUDS AT 16" O.C. SEE PLANS FOR SIZE. BATT INSULATION (R-19) RECE�AREA OOT125-33 362T125-33 GALVANIZED METAL DECK 12'-0" A.F.F. (3) #10 SCREWS AT EACH STUD CEILING JOIST SHALL RUN ACROSS SHORTEST SPAN. 362S162-33 AT ALIGN WITH STUDS BELOW 16" O.C. MANAGER'S OFFICE CASH OFFICE 1 SHARED OFFICE WALL SECTION REF A2.0 ONE LAYER 5/8" TYPE X GYP. BOARD TO 10'-0" WHERE ACOUSTICAL CEILING IS SCHEDULED. STOP AT CEILING WHERE GYP CEILING IS SCHEDULED SEE 4-A7.0 FOR WALL FURRING DETAIL ONE LAYER TYPE "X" GYP. BOARD BACK ROOMS VERTITRACK ATTACH TO STRUCTURE. NTS EXISTING ROOF / AND DECKING 15'-0" TOP OF PEGBOARD SEE 4-A7.0 FOR WALL FURRING DETAIL o w J FILL IN EXISTING E OPENING WITH CMU TO MATCH m EXISTING. NEW o CMU SHALL BE TOOTHED IN BATT INSULATION Uj _ (R-19) Z SEE PEGBOARD z APPLICATION DETAILS o SHEET A6.1 z SALES FLOOR 12'-0" AREF A2.0 ONE LAYER 5/8" TYPE X GYP. BOARD EACH SIDE. BACK ROOMS ✓EXISTING CMU EXISTING ROOF AND DECKING EXISTING WALL ABOVE BATT INSULATION (R-19) REF A3.0 FOR FINISHES REF A2.0 METAL STUDS AT IRV 16" O.C. SEE ONE LAYER 5/8" TYPE X PLANS FOR SIZE GYP. BOARD TO 10'-0" WHERE ACOUSTICAL CEILING STOREFRONT IS SCHEDULED. STOP AT GLAZING CEILING WHERE GYP CEILING IS SCHEDULED REF A3.0 FOR BACK ROOMS FINISHES EXTERIOR 21 EXISTING ROOF AND DECKING jk 15'-0" IV TOP OF PEGBOARD FM EXISTING CMU - - - SEE 4-A7.0 FOR WALL FURRING 12'-0" DETAIL TOP OF STUDS REF A2.0 ONE LAYER 5/8" TYPE X BATT INSULATION GYP. BOARD TO 10'-0" (R-19) WHERE ACOUSTICAL CEILING IS SCHEDULED. STOP AT SEE PEGBOARD CEILING WHERE GYP APPLICATION DETAILS CEILING IS SCHEDULED SHEET A6.1 SEE 4-A7.0 FOR WALL FURRING DETAIL ONE LAYER TYPE "X" GYP. BOARD BACK ROOMS SALES FLOOR [16] PROVIDE METAL STUD KICKER FROM ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", NAILERS , PLYWOOD SHEATHING AND IF APPLICABLE WOOD STUDS". BATT INSULATION (R-19) AkREF A2.0 ONE LAYER 5/8" TYPE X GYP. BOARD TO 10'-0" WHERE ACOUSTICAL CEILING IS SCHEDULED. STOP AT CEILING WHERE GYP CEILING IS SCHEDULED BACK ROOMS EXISTING ROOF / AND DECKING- 15-0" TOP OF PEGBOARD SEE 4-A7.0 FOR WALL FURRING DETAIL SEE PEGBOARD APPLICATION DETAILS SHEET A6.1 BATT INSULATION (R-19) 12 -0 A.F.F. ON 4 -0 CENTERS MAX ONE LAYER 5/8" TYPE X SECURE TO STRUCTURAL STEEL ABOVE GYP. BOARD TO 10'-0" WHERE ACOUSTICAL CEILING IS SCHEDULED. STOP AT ONE LAYER 5/8" TYPE X CEILING WHERE GYP GYP. BOARD TO 10'-0" CEILING IS SCHEDULED WHERE ACOUSTICAL CEILING 6" METAL STUDS WITH IS SCHEDULED. STOP AT 5/8" TYPE X GYP. BOARD CEILING WHERE GYPIRV CEILING IS SCHEDULED REF A2.0 REF A2.0 REF A2.0 REF A2.0 METAL STUDS AT 16" O.C. SEE PLANS FOR SIZE. BACK ROOMS ONE LAYER 5 8" WATER METAL STUDS AT 16" O.C. ONE LAYER 5/8" / SEE PLANS FOR SIZE. TYPE X GYP. BOARD RESISTANT GYP. BOARD \� EACH SIDE CERAMIC WALL TILE AS SCHEDULED SOUND ATTENUATION _ BATT INSULATION RESTROOMS RESTROOMS BACK ROOMS 10 191 [8] VERTITRACK VTD BATT INSULATION ATTACH TO (R-19) STRUCTURE. ONE LAYER 5/8" VERTITRACK ATTACH TO STRUCTURE. EXISTING ROOF AND DECKING EXISTING WALL ABOVE EXISTING PILASTER METAL STUDS AT 16" O.C. SEE PLANS FOR SIZE m �---EXISTING CMU 12'- 0" OL TOP OF STUDS ONE LAYER 5/8" TYPE X GYP. BOARD TO 10'-0" WHERE ACOUSTICAL CEILING IS SCHEDULED. STOP AT CEILING WHERE GYP CEILING IS SCHEDULED SEE 4-A7.0 FOR WALL FURRING DETAIL ~--ONE LAYER TYPE "X" GYP. BOARD BACK ROOMS 14 PROVIDE METAL STUD KICKER FROM 12'-0" A.F.F. ON 4'-0" CENTERS MAX SECURE TO STRUCTURAL STEEL ABOVE 6" METAL STUDS WITH 5/8" TYPE X GYP. BOARD REF A2.0 ----ONE LAYER 5/8" WATER RESISTANT GYP. BOARD `-METAL STUDS AT 16" O.C. SEE PLANS FOR SIZE. ----CERAMIC WALL TILE AS SCHEDULED RESTROOMS BATT INSULATION TYPE X GYP. BOARD EXISTING ROOF (R-19) TO DECK AND DECKING 13'-0" BATT INSULATION T.O. GYP MEZZANINE/ (R-19) MEZZANINE ELECTRICAL ROOM ELECTRICAL ROOM EXISTING WALL 15'-0" GALVANIZED METAL 15'-0" 15'-0" ONE LAYER 5/8" ABOVE BATT INSULATION T.O. PEGBOARD DECK OVER CASH T.O. PEGBOARD T.O. PEGBOARD TYPE X GYP. BOARD (R-19) OFFICE. 6" METAL STUDS WITH TO DECK VERTITRACK VTD 10'-0" ATTACH TO STRUCTURE. METAL STUDS AT CONTINUE STUDS 5/8" TYPE X GYP. BOARD METAL STUDS AT �• ONE LAYER 5/8" TO BOTTOM OF ONE LAYER 5/8" ONE LAYER 5/8" » 16 O.C. SEE 16 O.C. SEE jolREF A2.0 PLANS FOR SIZE. TYPE X GYP. BOARD STEEL ABOVE REF A2.0 TYPE X GYP. BOARD REF A2.0 TYPE X GYP. BOARD PLANS FOR SIZE. TO DECK REF A2.0 TO DECK TO DECK ONE LAYER 5/8" / ONE LAYER 5 8" TYPE X 4'X8' O.S.B. OVER 5/8" ONE LAYER 5/8" TYPE X 4'X8' O.S.B. OVER 5/8" ONE LAYER 5/8" METAL STUDS AT GYP. BOARD TO 10'-0" GYP. TO 4'-0" A.F.F. TYPE X GYP. BOARD WATER RESISTANT / TO DECK GYP. BOARD GYP. BOARD TO 10'-0" GYP. TO 4'-0" A.F.F. 16" O.C. SEE WHERE ACOUSTICAL BOARD END TO END SOUND ATTENUATION SEE PEGBOARD WHERE ACOUSTICAL CEILING SEE PEGBOARD BOARD END TO END PLANS FOR SIZE CEILING IS SCHEDULED. HORIZONTALLY AT ONE LAYER 5/8" METAL STUDS AT APPLICATION DETAILS IS SCHEDULED. STOP AT APPLICATION DETAILS HORIZONTALLY AT TYPE X GYP. BOARD BATT INSULATION CEILING WHERE GYP SHEET A6.1 STORAGE AREA ONLY. STOP AT CEILING WHERE STORAGE AREA ONLY. SEE PEGBOARD 16" O.C. SEE SHEET A6.1 GYP CEILING IS SCHEDULED CEILING IS SCHEDULED APPLICATION DETAILS TO 10'-0" SEE PEGBOARD PLANS FOR SIZE. 4'Ak -0" REF A3.0 FOR METAL STUDS AT 4 -0 SHEET A6.1 METAL STUDS AT APPLICATION DETAILSA METAL STUDS AT FINISHES 16" O.C. SEE 16" O.C. SEE SHEET A6.1 CERAMIC WALL 16" O.C. SEE PLANS FOR SIZE. PLANS FOR SIZE TILE AS PLANS FOR SIZE. SCHEDULED EXTERIOR BACK ROOMS STAGING AREA SALES FLOOR CASH OFFICE SALES FLOOR RESTROOMS SALES FLOOR BACK ROOMS SALES FLOOR STAGING AREA F5] a P 0 1 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 W �� ~w OWoZ Cr Z <-moo Cn 0 Lnz,F -WN w2 W o �0LX a5Owoaa w w o 0 Q' �F ro 0w5E zww as it �OOcw»=ZQN 0_ wH 32aa�`�w��oprr ago}aoFZ��a�wo J aM,I-",was,Xcnwoo�a> Z 3c� w$�p,w�za�� a Zv°i a\�ok-'�o����Zz �z Vg OJ ou-wowwZUw O oo7- Qw�oaLaZ$Lm Nw z~ow_oo�aor 0 6<5Rw.w0w0Xz.0Xa (no ao�nao�dawod� >N M0 0 Q Q F_ w O - JO � LL 0OU5 mJ >E enw< ,y = �L a o LU Nfn MC\2 0 CM z C� 0 CHECKED BY: DF DRAWN BY: JCF FILE NAME: A7.0 DOCUMENT DATE: 08-09-13 i► WALL TYPES AND DETAILS i =HFEA7.0 WALL TYPES AND DETAILS i =HFEA7.0 �0 O N PREFINISHED ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLAZING — 7" COLUMN WRAP 41 WRAP STRUCTURAL COLUMNS WITH BREAK METAL TO MATCH STOREFRONT REF 2/11-A1.2 STRUCTURAL STEEL MEMBER REF 9-A5.1 AND STRUCTURE DOOR AND FRAME SCHEDULE ROOM DESCRIPTION DOOR NO. DOORS FRAMES FIRE RAT. HDWR. SET OPENING MAT. TYPE GLASS MAT. TYPE DETAILS W. H. T. HEAD JAMB SILL SALES FLOOR 101 A 12'-0" 7'-8" ALUM. S TEMP. ALUM. SEE MANUF. DWG. 101B 12'-0" 7'-8" ALUM. S TEMP. ALUM. SEE MANUF. DWG. 101C 6'-0" 7'-0" 1-3/4" H.M. C H.M. 2 H-1 J-1 S-1 H.W. 3 101D 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 101E 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 101F 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 INSTRUCTIONAL AREA 103A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 4 MEN'S RESTROOM 104A 3'-0" 7'-0" 1-3/4" H.M. G H.M. 1 H-7 J-7 H.W. 7 WOMEN'S RESTROOM 105A 3'-0" 7'-0" 1-3/4" H.M. G H.M. 1 H-7 J-7 H.W. 7 EMPLOYEE LOUNGE 107A 3'-0" 7'-0" 1-3 4" H.M. H H.M. 1 H-7 J-7 H.W. 4 JANITOR CLOSET 108A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 4 MANAGER'S OFFICE 110A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 6 CASH OFFICE 111A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 5 MEZZANINE 112A 3'-0" 7'-0" H.M. B H.M. 1 H-1 J-1 S-1 I I H.W. 1 STAGING AREA 113A 6'-0" 7'-0" ALUM. E TEMP. H.M. 3 H-9 J-9 S-2 RECEIVING AREA 114A 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 114B 6'-0" 8'-0" STEEL K H.M. H-3 J-3 H.W. 8 114C 9'-0" 10'-0" STEEL F H.M. H-3 J-3 H.W. 8 114D 3'-4" 3'-4" L SEE MANUF. DWG. ELECTRICAL ROOM 115A 3'-0" 7'-0" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 115B 3'-0" 7'-0" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 115C 3'-O" 7'-0" 1-3/4" H.M. 1EXISTING EXISTING I EXISTING I EXISTING EXISTING EXISTING EXISTING 115D 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 115E 6'-0" 7'-0" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 115E 3'-0" 7'-0" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING VESTIBULE 116A 12'-0" 7'-8" ALUM. S TEMP. ALUM. SEE MANUF. DWG. 1168 12'-0" 7'-8" ALUM. S TEMP. ALUM. SEE MANUF. DWG. SPRINKLER ROOM 117A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 1 HARDWARE SCHEDULE HARDWARE NUMBER CITY. TYPE MODEL FINISH REMARKS HW1 3 EA. HINGES FBB179 4 1 2% 4 1 2" NRP US26D 1 EA. CLOSER 4041 CUSH AL 1 EA. EXIT DEVICE ALARM LOCK: SIREN LOCK MODEL 700 AL 1 EA. THRESHOLD 896 V x 36" AL 1 EA. GASKETING 160V 1 x 36" + 2 X 84" 1 EA. DRIP CAP 16 A x 40" 1 EA. DOOR SWEEP 203 NA x 36" 3 EA. SILENCERS 307D GRAY HW3 6 EA. HINGES FBB179 4 1 2"x 4 1 2" NRP US26D 2 EA. CLOSER 4041 CUSH AL 2 EA. EXIT DEVICE AL700 FURNISHED BY G.C. AL 1 EA. THRESHOLD 896 V x 72" AL 1 EA. GASKETING 160V 1 x 72" + 2 X 84" 1 EA. DRIP CAP 16 A x 76" 2 EA. DOOR SWEEP 203 NA x 36" 6 EA. SILENCERS 307D GRAY HW4 3 EA. HINGES F179 4 1 2% 4 1 2" US26D 1 EA. PASSAGE SET D10S SAT 626 1 EA. PROTECTION PLATE K1050 10"x34" US32D 1 EA. WALL STOP 242F FLOOR STOP 26D 3 EA. SILENCERS 307D GRAY HW5 3 EA. HINGES F179 4 1 2% 4 1 2" US26D 1 EA. LOCK SET ML2068 MORTISE LOCKSET 626 1 EA. PROTECTION PLATE K1050 10"x34" US32D 1 EA. FLOOR STOP 243F FLOOR STOP 26D 1 EA. VIEWER 622 CRM 3 EA. SILENCERS 307D GRAY HW6 3 EA. HINGES F179 4 1 2% 4 1 2" 1 US26D 1 EA. LOCK SET ML2068 MORTISE LOCKSET 626 1 EA. PROTECTION PLATE K1050 10"x34" US32D 1 EA. FLOOR STOP 243F FLOOR STOP 26D 11 3 EA. I SILENCERS 11 307D 11 GRAY HW7 3 EA. HINGES FBB179 4 1 2"x 4 1 2" US26D 1 EA. PUSH PLATE 70C 4"x16" RC US32D 1 EA. PULL PLATE 105 x 70C RC US32D 1 EA. CLOSER 4031 REG PA AL 1 EA. PROTECTION PLATE K1050 10"x34" I US32D 1 EA. WALL STOP 242F FLOOR STOP 26D 3 EA. SILENCERS 307D GRAY HW8 ROLLING DOOR HARDWARE BY MANUFACTURER. PROVIDE W CYLINDER LOCK COMPATIBLE WITH BUILDING LOCKS. ROLL UP DOOR11 41'—?" PREFINISHED ALUMINUM STOREFRONT SYSTEM WITH 1 /4" INSULATED GLAZING- 7" COLUMN WRAP 12'-02" EXTERIOR INTERIOR ALL STOREFRONT METAL CONTRACTOR TO EXTERIOR GLAZING TO TO BE ANODIZED MEDIUM O FIELD VERIFY WINDOW HAVE A U-FACTOR O BRONZE FINISH. OPENING DIMENSIONS OF 0.65. 3' OR 4' 6' SITE GLASS OR PEEP 7' HOLE TRUCK DRIVER DOOR ONLY in 7' EXTERIOR DOOR a EXTERIOR INSULATED. METAL DOOR INSULATED. METAL DOOR 18 GA. SKIN W/ 16 GA. 18 GA. SKIN W/ 16 GA. VERT. "Z" BAR VERT. "Z" BAR STIFFENERS STIFFENERS MINIMUM U-FACTOR: 0.60 MINIMUM U-FACTOR: 0.60 DOOR LEGEND VISION PANELS IMPACT SLIDING BOLT PLATES 7 FOR PADLOCK 10' (EACH SIDE) 5"X9" HINGE GUARDS ElWAYNE DALTON - THERMOTITE 800C SERIES E� CHASE PRODUCTS DOORS ROLLING SERVICE DOOR, WITH FLAT 3" SLATS TYPE 1 TRAFFIC DOORS AND WITH AN INSULATION R-VALUE OF 6.7. WITH 48" KICK PLATES. ROLLING DOOR SHALL BE CHAIN HOIST FURNISHED BY GENERAL OPERATED AND SHALL HAVE WEATHER CONTRACTOR STRIPPING WITH LINTEL BRUSH SEAL. DOOR SHALL HAVE A GALVANIZED CURTAIN WITH MFG GRAY PRIMED FINISH SUITABLE FOR FIELD FINISH PAINTING. 3' 3' SITE GLASS OR PEEP HOLE 7 - 7' CASH OFFICE 0 I ONLY KICK PLATE KICK PLATE FGREST ROOM DOORS INTERIOR DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR WITH FRAME 18 GA. WITH FRAME 18 GA. SKIN W/ HONEYCOMB SKIN W/ HONEYCOMB CORE CORE CONTRACTOR TO FIELD VERIFY 6' 40" x 40" CLEAR DOOR BY COMPACTOR DOOR OPENING DIMENSIONS NEW DISCONNECT. SUPPLIER. DO NOT SUPPLY SECURITY DOOR OR 12 -0 GT MODEL #1175 WHISPERSLIDE BI PART SLIDER FRAME. OPENING CAN BE SECURED BY FRAMING ALUMINUM DOORS SIDELITES OPERATOR HOUSING AND FRAME ROLLLRS-SUPPdRT, ANTI AND IN OPENING WITH PLYWOOD NAILED TO EACH -RISER ® GUIDE DOOR CARRIER HANGER ASSEMBLY, o J SIDE. BREAKAWAY LATCH, LIMITING ARM AND DOOR 0 o LOCK. SLIDING BOLT 8' Z 0 = AIR INFILTRATION AND INTRUSION PROTECTION FOR PADLOCK 0 ` --------_______________________________ ao P EQUIPMENT GYRO TECH WHIS ERSLIDE POWER (EACH SIDE) - o = ' "" �d'�1 I a '� CLOSE OPERATOR W MICRO -COMPUTER CONTROL. Ln SIDELITE PANELS SHALL BE FULL BREAKAWAY ��-� �; f- - -- '' TYPE. THE DOOR PANEL BREAKOUT MODE "-rr� - . DISCONNECTS THE POWER TO THE CONTROL CIRCUIT INHIBITING AUTOMATIC DOOR OPERATION. K❑ WAYNE DALTON - THERMOTITE 800C - ----- -- - ------ I I=I �;;; P-V, ' BREAKAWAY PRESSURE SHALL BE FIELD SERIES ROLLING SERVICE DOOR, WITH FLAT 3" SLATS AND WITH AN ----il—_L �- — - - _ - - —AUTOMATIC � �_ `r=rfiT—�Tt=t1 t=�r11f-�Cl�r-� T7 ��r1 y SLIDING ALUMINUM ENTRY/ Fs-1 EXIT HARDWARE � R ADJUSTABLE TO MEET LOCAL BUILDING CODE REQUIREMENTS. I— (_ — — — SET. SLIDING DOORS BYYED INSULATION R-VALUE OF 6.7. ROLLING — EMERGENCY EGRESS SHALL BE IN COMPLIANCE DOOR SHALL BE CHAIN HOIST 40'-0" (N.T.S.) NABCO ENTRANCES INC. W/NFPA 101. OPERATED AND SHALL HAVE WEATHER STRIPPING WITH LINTEL BRUSH SEAL. CONTACT DOOR SUPPLIER FOR PROPER VERIFY OPENING HEIGHTS WITH HOBBY LOBBY AT GYRO TECH ANODIZED MEDIUM BRONZE FINISH TRACK INSTALLATION TO MATCH WALL TYPE. DOOR SHALL BE GALVANIZED (405) 745-1351 PRIOR TO INSTALLATION OR S82 W18717 GEMINI DRIVE P.O. BOX 906 CURTAIN WITH MFG GRAY PRIMED FINISH CONSTRUCTION OF OPENINGS. MUSKEGO WISCONSIN 53150 PHONE: (262) 679-5705 SUITABLE FOR FIELD FINISH PAINTING. L❑ COMPACTOR/ COT SYSTEM DOOR FAX: (888) 679-3319 MAX. U-FACTOR = 0.28 MAX. SHGC = 0.45 FRAME TYPES 0 0 0 N i } 2' N i 2' 2' N i } 2' VARIE O VARIES O VARIES O HOOD FOR ROLLING STEEL DOOR INT. GUIDES FOR ROLLING STEEL �---- DOOR INT. EXT. 1-- I I 1 /4" BENT PLATE I I J-3 FINISH SCHEDULE FINISH FINISH DESCRIPTION GRAY GRAY US26D CHROMIUM PLATED, DULL US32D STAINLESS STEEL, DULL AL ALUMINUM CRM BRIGHT CHROME 626 SATIN CHROMIUM PLATED CMU EXT. 1 /4" BENT H 3 PLATE FINISH AS SCHEDULES INT. S-1 FINISH AS SCHEDULED EXT. H.M. FRAME BEYOND DOOR SWEEP THRESHOLD AS SCHEDULED 6" METAL STUDS 6" 5/8" GYP. BD. �� I I —HEADER C4 6" METAL STUDS 5/8" GYP. BD. SEALED CONC. H-4 J-4 H.M. FRAME DOUBLE METAL STUDS AT DOOR FRAME H.M. FRAME H.M. FRAME BEYOND INT. TILE FLR. AS SCHEDULED S-2 SEALED CONCRE 11, TILE 2 �I04 ALUMINUM BAR TRANSITION. COUNTERSINK AND BOLT TO FLOOR 3 NT �UMIN METAL STUDS REF PLAN 5/8" GYP. BD. METAL STUDS 5/8" GYP. BD. H-7 REF J-7 -LEADER H.M. FRAME H.M. FRAME TRANSITI FINISH AS SCHEDULED INT. FINISH AS SCHEDULED INT. J-9 CMU. DRIP CAP EXT. H.M. FRAME CMU EXT. H.M. FRAME p+enb2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 W :�IZpzQ 'w w- U- N z�F 0,-In 3 W a �cnU,= a>�wo `J _ w�a10 o � ww QQ QKOW~ZQNw z OI?oa W a-'jUjI z n2_waTra0wov>>- HZ- 3�W o9wW'Waw'¢ O oo:o za� (n -:i Q �oow c�9ED zOMULUQwUw o5Uj m00'ooaaowazw n0ovXdawa-5(n -aoz 0 Q Q - W� �0 � LL p0C6 M>E W -j �y LL � = o rn LLJ M N 62 co�z 0 M Imo- a w Mir 0 ISSUE BLOCK CHECKED BY: DF DRAWN BY: JCF FILE NAME: A8.0 DOCUMENT DATE: 08-09-13 DOOR SCHEDULE AND DETAILS N / 00 0 2 WINDOW TYPES 1/4" HEAD AND NTS JAMB DETAILS SHEET: A8. 0 AIL — L- AREA SCHEDULE ROOM # ROOM DESCRIPTION SQUARE FOOTAGE CUBIC FOOTAGE PERIMETER TOTAL WALL AND CEILING AREA TO BE PAINTED 101 SALES FLOOR 39283 SQUARE FEET 785660 CUBIC FEET* 792' 10" 15857 SQUARE FEET 102 FRAME ROOM 770 SQUARE FEET 6160 CUBIC FEET 170' 7" 1365 SQUARE FEET 103 INSTRUCTIONAL AREA 353 SQUARE FEET 3177 CUBIC FEET 96' 2" 866 SQUARE FEET 104 MEN'S RESTROOM 188 SQUARE FEET 1504 CUBIC FEET 65' 7" 713 SQUARE FEET** 105 WOMEN'S RESTROOM 185 SQUARE FEET 1480 CUBIC FEET 61' 3" 675 SQUARE FEET** 106 ALCOVE 72 SQUARE FEET 576 CUBIC FEET 34' 8" 349 SQUARE FEET** 107 EMPLOYEE LOUNGE 279 SQUARE FEET 2232 CUBIC FEET 78' 3" 626 SQUARE FEET 108 JANITOR CLOSET 15 SQUARE FEET 120 CUBIC FEET 16' 4" 15 SQUARE FEET** 109 ALCOVE 23 SQUARE FEET 184 CUBIC FEET 19' 4" 178 SQUARE FEET** 110 MANAGER'S OFFICE 196 SQUARE FEET 1764 CUBIC FEET 61' 3" 551 SQUARE FEET 111 CASH OFFICE 237 SQUARE FEET 2133 CUBIC FEET 66' 0" 594 SQUARE FEET 112 MEZZANINE 1136 SQUARE FEET 9088 CUBIC FEET 231' 4" 0 SQUARE FEET 113 STAGING AREA 529 SQUARE FEET 10580 CUBIC FEET* 119' 4" 0 SQUARE FEET 114 RECEIVING AREA 1303 SQUARE FEET 26060 CUBIC FEET* 150' 10" 0 SQUARE FEET 115 ELECTRICAL ROOM 190 SQUARE FEET 1520 CUBIC FEET 82' 8" 661 SQUARE FEET 116 VESTIBULE 1107 SQUARE FEET 11623.5 CUBIC FEET 167' 10" 1762 SQUARE FEET 117 SPRINKLER ROOM 17 SQUARE FEET 153 CUBIC FEET 16' 8" 0 SQUARE FEET SUBTOTAL 145883 SQUARE FEET N/A N/A N/A TOTAL WALL AREA 2681 SQUARE FEET N/A N/A N/A TOTAL 148564 SQUARE FEET N/A112230' 11" 24211 SQUARE FEET# * - CUBIC FOOTAGE'S BASED ON 20'-0" DECK HEIGHT. THESE CUBIC FOOTAGE'S ARE ESTIMATED FIGURES THAT DO NOT REFLECT CHANGES IN ROOF SLOPE. THE 20'-0" DECK HEIGHT IS ONLY A FIGURE USED FOR ESTIMATING AND DOES NOT NECESSARILY REFLECT THE ACTUAL DECK HEIGHT. ** - INDICATES PAINTED CEILINGS. SEE ROOM FINISH SCHEDULE FOR MORE DETAILS. # - SOME ROOMS SHALL NOT BE COUNTED IN TOTAL SQUARE FOOTAGE. PAINT SCHEDULE NO. OF COATS w p => m � wZIOO l H60`_J� _J ROOM NAME: COLOR: oo o 0o SALES AREA*, ALCOVES, CLEO HALLWAYS, AND OTHER AREAS TODAY'S CREAM 2 112112 112 2112 112 11 VISIBLE FROM SALES FLOOR. PRIMER 1 1 1111 1 11 1 FRAME ROOM, OFFICES, INST. CLEO 2 2 2 AREA, AND OTHER AREAS NOT TODAY'S CREAM 2 2 VISIBLE FROM SALES FLOOR. PRIMER 1 1 ill 1 1 REST ROOMS CLEO 2 212 TODAY'S CREAM 2 2 PRIMER 1 1 1 PAINTING AND COLOR SCHEME • PRIMER: SEMI -GLOSS, VINYL ACRYLIC, WITH PROMAR 400 LATEX WALL PRIMER B28W400. • METAL DOOR PRIMER: GLOSS, ALKYD WITH KEM KROMIK UNIVERSAL METAL PRIMER B50Z SERIES. • "TODAY"S CREAM": 1331W401, (1 GAL. FORMULA) Y3-18, N1-6, R2-1 /64. 1 COAT PRIMER, 2 COATS PAINT (+1 COAT OF PRIMER IF PEGBOARD IS FACTORY PRIMERED.) • "CLEO": B31W401, (1 GAL. FORMULA) Y3-6, B1-1. 1 COAT PRIMER, 2 COATS PAINT. V) Q 00 Ln L a � o N N \00 0 d7 / \ O 00 N N _ W Vn > / Q � ( U L I C / a V' J C -O O N � V) O — U L mQ N 00 0 O ';4- . . O GENERAL FRAMING NOTES 1. 5/8" GREEN BOARD OR "M.R.S." (MOISTURE RESISTANT SHEET ROCK) TO BE USED IN RESTROOM OR ON WALLS THAT ARE AROUND OR WITHIN 4'-0" OF ANY PLUMBING FIXTURES. 2. NO WALLS SHALL BE TOE NAILED INTO DECK OF ROOF. CONTRACTOR SHALL NOT PENETRATE ANY PORTION OF ROOF WITH FASTENERS. 3. PROVIDE BATT INSULATION AS SCHEDULED. 4. ALL STUD WALLS IN SALES FLOOR AREA SHALL BE 20 GA. STUDS. 5. ALL STUD WALLS IN BACKROOM SHALL BE 20 GA. STUDS. SIZE SHALL VARY DEPENDING ON LOCATION. SEE PLANS AND WALL TYPE SCHEDULE. 6. SPAN RESTROOMS WITH 6" METAL STUDS AS REQUIRED TO INSTALL NEW GYP. BOARD CEILING. SEE REFLECTED CEILING PLAN SHEET A2.0 FOR HEIGHT. 7. SPAN CASH OFFICE WITH 6" METAL STUDS AS REQUIRED TO INSTALL NEW 2'x4' LAY -IN CEILING. INSTALL NEW GALVANIZED METAL DECKING ON TOP OF METAL STUDS. DECKING WILL NOT BE UTILIZED FOR STORAGE. DECKING IS FOR SECURITY PURPOSES ONLY. REF DETAIL 2-A8.1. 8. STUDS AT 12" RESTROOM WALL WHERE RESTROOM PLUMBING FIXTURES ARE BACK TO BACK SHALL RUN TO 12'-0" A.F.F. PROVIDE METAL STUD KICKER FROM 12'-0" A.F.F. ON 4'-0" CENTERS AND SECURE (W/ APPROVED FASTENERS) TO STRUCTURE STEEL ABOVE. PROVIDE HORIZONTAL CROSS BRACING AT 36" O.C. VERTICALLY. 11. 4'x8'x1 /2" O.S.B. SHALL BE INSTALLED END TO END HORIZONTALLY TO 4'-0" A.F.F. OVER 5/8" GYPSUM BOARD ON ALL EXPOSED STAGING AREA STUD WALLS. 12. SEE ROOM FINISH SCHEDULE ON THIS SHEET FOR FINAL FINISHES. ROOM FINISH SCHEDULE FLOOR BASE WALL CEILING HVAC REMARKS 0) N a� w � W � w Of Li W O < Li o z w o Z z QOf m a _ Z Q W W Q a Z J a- Q C O W o w~ �Of Li p u J F_ W a_(n Q Y U a0 0¢ 0 m Z Q p Q p Y U Q Q W m 0 m m w w QZ O0 W H p 0 U I— rnCf)a Q -� HZ z> Q LLJ Ow UW QpJ � LLJ Q 0-ZWO wof V)J O LLJCnL0amQa wm Ozm�D= a_n Qw F- p w Z Z Z�Uw j a Z a w p W W Of p w Z c~n Z UZ Q � W Q Q m U Z W J m(If p 0Y Q Q �Q W i :2 QW :2 Q>p W pcncnwQOQwpwW f—Z -z0 QgF-f—w� v�UU>w Ux _ LL�J W (n w V) 2 O QLLJ w w� w W 2 m > �� UO W M w�w LLJUO ~ Q m U J O�trUUw(n:20M ��c~n(~nJ0 az > Wes: >- mww(n_ w 0M< oc� �� p0 Z Z Z~LLJ > N C7 Z> W N> Z_ Z D Q N H p F-- 0 Lj O O Z U Q Lj p p Ld� Z 0 Z Z Q F- Q W X z X � (n (J7 W W Y(n Z (n � Z (w O O d (j H H F- W 0 ROOM DESCRIPTION 00oQ�,,x UU�W - -tz(DC'4 o_ X �oom�l�ira�Qx c�����Tom0mW _X xa°xmX-XX c�1a Ll wwwo ==>z 101 SALES FLOOR • • •1 1*1• • 1 15-0" TALL PEGBOARD. REF A1.0/A6.1 102 FRAME ROOM • • • • 1 • • 1 REF NOTE 1. 8'-0" TALL PEGBOARD. REF A1.O/A6.1 103 INSTRUCTIONAL AREA • • • 1 • • REF NOTE 1 104 MEN'S RESTROOM • • • • Is • • • REF NOTE 3 105 WOMEN'S RESTROOM I I is • • • • 1 • 1 1010 REF NOTE 3 106 JALCOVE • • 1 • • 1 • 1 1 1 10 REF NOTE 3 107 JEMPLOYEE LOUNGE • • • • • REF NOTE 1 108 IJANITOR CLOSET • • • • • • 109 JALCOVE • 1 01 1 1 • • • 110 MANAGER'S OFFICE el • • • • REF NOTE 1 111 ICASH OFFICE • 1 1 • I el I I I1 • 1 REF NOTE 1 112 MEZZANINE • 1 isle • 1 • 113 STAGING AREA • • 1 • • • • • 114 RECEIVING AREA • • • • • 115 ELECTRICAL ROOM • • • • • 116 VESTIBULE • • • • • REF NOTES 1 AND 2 117 SPRINKLER ROOM • • • • _Hw •__ • SCHEDULE NOTES: 1. NEW CEILING GRID SHALL BE ARMSTRONG "PRELUDE XL" 15/16" OR EQUAL. 2. CARPET TILES ARE MANUFACTURED BY MATSinc CARPET. THE SPECS ARE AS FOLLOWS: WEAVE: CALYPSO, PATTERN: HI -LOW, COLOR: ANTHRACITE, PILE CONTENT: 100% POLYPROPYLENE. 3. WALL TILE AT MEN'S ROOM, WOMEN'S ROOMS, AND ALCOVE HEIGHT IS NOTED ON A1.1. REFER TO PLAN FOR TILED WALL LOCATIONS. VERIFY WITH HOBBY LOBBY. PAINT ABOVE TO CEILING. ALL OTHER WALLS NOT NOTED FOR TILE FINISH SHALL BE PAINTED. p+enb:2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 w Wwo w D�w pZO V)zs Q-moo Z wo Nz�F zLul w< W o In- V) asc�wo 1< as ��oaooU=zaN= Z LL aNe}¢oFza�Wo v - n LL� a a ooNo ZO 3W o��oowLtwz Lwow Zfan ¢aDOFNOOU KZZ Q 0O�vf—ww>-0, Q ¢—o p o0}w0,0LwQQiwz2M Dwazr_0wLZ'0o0<oor f- w oaowcnwwwzwwa (n rrDwuosnaoxaawon77, >11111111111111 M0 0 Q Q W� - J JO LL 00(6 �J J_ W Q= c AM CoLLJ N C\2 0 {Y T z 0 ISSUE BLOCK CHECKED BY: DF DRAWN BY: JCF FILE NAME: A8.1 DOCUMENT DATE: 08-09-13 SCHEDULES d' � M O O N SHEET: A8.1 ll _ I _ _ I I GENERAL INSPECTION REQUIREMENTS REQUIRED INSPECTION FREQUENCY OF IBC SECTION & INSPECTOR VERIFICATION, OR TEST INSPECTION TYPE AND/OR FREQUENCY OF TESTING REFERENCE QUALIFICATIONS CRITERIA REQUIRED INSPECTIONS A. FOOTING AND FOUNDATION PERIODIC INSPECTION OF PREPARED SUBGRADE, PLACED REINFORCING STEEL, FBC 109.3.1 CITY BUILDING ANY REQUIRED FORMS, AND MATERIALS FOR CONCRETE FOR ON -SITE OFFICIAL MIXING B. CONCRETE SLAB & UNDER -FLOOR PERIODIC INSPECTION OF IN -SLAB AND UNDER -FLOOR REINFORCING STEEL AFTER FBC 109.3.2 CITY BUILDING BUILDING SERVICE EQUIPMENT, CONDUIT, PIPING ACCESSORIES AND OFFICIAL OTHER ANCILLARY EQUIPMENT ITEMS ARE IN PLACE. C. LOWEST FLOOR ELEVATION PERIODIC VERIFY BUILDING NOT IN A FLOOD HAZARD AREA FBC 109.3.3 CITY BUILDING OFFICIAL D. OTHER INSPECTIONS AS NOTED AS NOTED FBC 109.3.8 AS NOTED IBC SECTION & REQUIRED INSPECTION FREQUENCY OF REFERENCE INSPECTOR VERIFICATION, OR TEST INSPECTION TYPE AND/OR FREQUENCY OF TESTING CRITERIA QUALIFICATIONS CONCRETE CONSTRUCTION A. REINFORCING STEEL PERIODIC PROVIDE PERIODIC INSPECTION OF REINFORCING SIZES, SPACING, FBC 1704.4 *QUALIFICATIONS GRADE OF REBAR; AND PLACEMENT AT THE FOLLOWING FREQUENCY: ACI 318: CH. 3.5, BASED ON ASTM COLUMNS: 10% 7.1-7.7; E329 BEAMS: 30% CONCRETE AND JOIST: 10% REINFORCING OTHER MEMBERS: RANDOMLY @ 20% GENERAL NOTES. B. REINFORCING STEEL WELDING PERIODIC 1. VERIFICATION OF WELD ABILITY OF REINFORCING STEEL OTHER THAN AWS D1.4 ACI 318: CWI/ASSOCIATE/ A706. 3 5 2 TECHNICIAN TRAINED IN FIELD CONTINUOUS 2. REINFORCING STEEL -RESISTING FLEXURAL AND AXIAL FORCES IN OF WORK AND HAS INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY AT LEAST ONE YEAR ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND OF EXPERIENCE. SHEAR REINFORCEMENT. CONTINUOUS 3. SHEAR REINFORCEMENT. PERIODIC 4. OTHER REINFORCING STEEL. TECHNICIAN C. BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO CONTINUOUS VERIFY LOCATION, SIZE AND SPACING OF ANCHORS. IBC 1704.4 TRAINED IN FIELD & DURING PLACEMENT OF CONCRETE WHERE OF WORK AND HAS ALLOWABLE LOADS HAVE BEEN INCREASED. AT LEAST ONE YEAR EXP. D. VERIFY USE OF CONCRETE MIX DESIGN PERIODIC EACH CONCRETE POUR. ACI 318-CH. 4, *QUALIFICATIONS 5.2-5.4 BASED ON ASTM C1077 E. SAMPLING OF FRESH CONCRETE. CONTINUOUS 1. ALL CONCRETE TESTING IS TO BE MADE AFTER WATER, IF ANY, IS ACI 318-CH. 5.6 *QUALIFICATIONS EACH ADDED AT SITE. BASED ON ASTM CONCRETE 2. PROVIDE A SET OF (4) FOUR CYLINDERS TO BE TAKEN FOR EVERY 100 C1077 POUR; CUBIC YARDS FOR TILT WALL AND 150 YARDS FOR ALL OTHER CONCRETE, OR FRACTION THEREOF, BY TESTING LAB. 3. MONITOR SLUMP AND AIR CONTENT OF CONCRETE AND NOTIFY DELIVERY DRIVER IF SLUMP DEVIATES MORE THAN PLUS OR MINUS 1 INCH FROM RECOMMENDED VALUE. CONTACT SUPPLIER FOR FURTHER DIRECTIONS. F. PLACEMENT OF CONCRETE & SHOTCRETE. CONTINUOUS INSPECTION FOR PROPER APPLICATION TECHNIQUES. ACI 318-CH. 5.9, *QUALIFICATIONS 5.10 BASED ON ASTM C1077 G. MAINTENANCE OF SPECIFIED CURING PERIODIC EACH CONCRETE POUR. ACI 318-CH. 5.11, *QUALIFICATIONS TEMPERATURE & TECHNIQUES. 5.13 BASED ON ASTM C1077 H. REMOVAL OF SHORES AND FORMS FROM PERIODIC VERIFY IN -SITU CONCRETE STRENGTH PRIOR TO REMOVAL. ACI 318-CH, 6.2 *QUALIFICATIONS BEAMS AND WALLS. BASED ON ASTM E329 NOTES: 1. THESE INSPECTIONS DO NOT RELIEVE THE ENGINEER FROM STRUCTURAL OBSERVATIONS AS MAY BE REQUIRED BY IBC 2009, SECTION 1709, AND/OR CONTRACTUAL REQUIREMENTS OF ARCHITECT/CLIENT. 2. DEFINITIONS (IBC SECTION 1702): A. PERIODIC INSPECTIONS - THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. B. CONTINUOUS INSPECTIONS - THE FULL TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. 3. ABBREVIATIONS: A. ADSC - THE INTERNATIONAL ASSOCIATION OF FOUNDATION DRILLING B. ASNT - AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING C. ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS D. AWS -AMERICAN WELDING SOCIETY E. CWI - CERTIFIED WELDING INSPECTOR F. CRSI - CONCRETE REINFORCING STEEL INSTITUTE G. PCI - PRECAST/PRESTRESSED CONCRETE INSTITUTE H. PTI - POST -TENSIONING INSTITUTE I. N/A -NOT APPLICABLE 4. TESTING AND INSPECTION DIRECTED BY ASTM E329 GUIDELINES. 5. INSPECTION REPORTS SHOULD BE PREPARED ACCORDING TO IBC, SECTION 1704.1.2, WHICH STATES: A. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS DONE IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THE START OF WORK. 6. CONTRACTOR RESPONSIBILITIES ARE LISTED IN IBC, SECTION 1706, WHICH STATES: A. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR SEISMIC -FORCE -RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR SEISMIC -RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: • ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; • ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; • PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; AND • IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. 7. GENERAL REQUIREMENTS FOR INSPECTIONS ARE LISTED A. IN IBC, SECTION 109.1, WHICH STATES: • CONSTRUCTION OR WORK FOR WHICH A PERMIT IS REQUIRED SHALL BE SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL AND SUCH CONSTRUCTION OR WORK SHALL REMAIN ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES UNTIL APPROVED. • IT SHALL BE THE DUTY OF THE PERMIT APPLICANT TO CAUSE THE WORK TO REMAIN ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE JURISDICTION SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. B. IN IBC, SECTION 109.4, WHICH STATES: • THE BUILDING OFFICIAL IS AUTHORIZED TO ACCEPT REPORTS OF APPROVED INSPECTION AGENCIES, PROVIDED SUCH AGENCIES SATISFY THE REQUIREMENTS AS TO QUALIFICATIONS AND RELIABILITY. C. IN IBC, SECTION 109.5, WHICH STATES: • IT SHALL BE THE DUTY OF THE HOLDER OF THE BUILDING PERMIT OR THEIR DULY AUTHORIZED AGENT TO NOTIFY THE BUILDING OFFICIAL WHEN WORK IS READY FOR INSPECTION. • IT SHALL BE THE DUTY OF THE PERMIT HOLDER TO PROVIDE ACCESS TO AND MEANS FOR INSPECTIONS OF SUCH WORK THAT ARE REQUIRED BY THIS CODE. D. IN IBC, SECTION 109.6, WHICH STATES: • WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. IBC SECTION & REQUIRED INSPECTION FREQUENCY OF REFERENCE INSPECTOR VERIFICATION, OR TEST INSPECTION TYPE AND/OR FREQUENCY OF TESTING CRITERIA QUALIFICATIONS STEEL CONSTRUCTION IBC 1704.3 A. MATERIAL VERIFICATION PERIODIC 1. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS STRUCTURAL CWI/ASSOCIATE/ OF HIGH -STRENGTH BOLTS. SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. STEEL GENERAL TECHNICAL, NUTS AND WASHERS: NOTES RADIATE, AWS OR CRSI PERIODIC 2. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. APPLICABLE ASTM MATERIAL SPECIFICATIONS: AISC 335, SECTION A3.4; AISC LRFD, SECTION A3.3 B. HIGH STRENGTH BOLTING: PERIODIC 1. BEARING -TYPE CONNECTIONS. FBC 1704.3.3; CWI/ASSOCIATE/ STRUCTURAL TECHNICAL, STEEL GENERAL RADIATE AWS NOTES OR CRSI PERIODIC/ 2. SLIP -CRITICAL CONNECTIONS, AISC LRFD CONTINUOUS SECTION M2.5 C. MATERIAL VERIFICATION PERIODIC 0 1. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS FBC 1708.4• CWI/ASSOCIATE/ OF STRUCTURAL STEEL: SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. STRUCTURAL TECHNICAL, STEEL, GENERAL RADIATE, AWS NOTES OR CRSI PERIODIC 2. MANUFACTURER'S CERTIFIED MILL TEST REPORTS. ASTM A6 OR ASTM A 568 D. MATERIAL VERIFICATION PERIODIC 1. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE STRUCTURAL CWI/ASSOCIATE/ OF WELD FILLER MATERIALS: APPROVED CONSTRUCTION DOCUMENTS. STEEL, GENERAL TECHNICAL, NOTES RADIATE, AWS OR CRSI PERIODIC 2. MANUFACTURER'S CERTIFIED OF COMPLIANCE REQUIRED. AISC, ASD. SECTION A3.6; AISC LRFD SECTION A3.5 E. WELDING OF STRUCTURAL CONTINUOUS 1. COMPLETE & PARTIAL PENETRATION GROOVE WELDS. FBC 1704.3.1; CWI AND ASNT STEEL: STRUCTURAL STEEL, GENERAL NOTES CONTINUOUS 2. MULTIPASS FILLET WELDS. AWS D1.1 CWI AND ASNT OR LICENSED CONTINUOUS 3. SINGLE -PASS FILLET WELDS > %6" ENGINEER PERIODIC 4. SINGLE -PASS FILLET WELDS <%6" PERIODIC 5. FLOOR AND ROOF DECK WELDS. AWS D1.3 F. WELDING OF REINFORCING PERIODIC 1. VERIFICATION OF WELD ABILITY OF REINFORCING STEEL OTHER THAN CWI/ASSOCIATE/ STEEL: A706. TECHNICIAN TRAINED IN FIELD CONTINUOUS 2. REINFORCING STEEL -RESISTING FLEXURAL AND AXIAL FORCES IN OF WORK AND INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY HAS AT LEAST ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND ONE YEAR OF SHEAR REINFORCEMENT. EXPERIENCE. CONTINUOUS 3. SHEAR REINFORCEMENT. PERIODIC 4. OTHER REINFORCING STEEL. G. STEEL FRAME JOINT PERIODIC 1. DETAILS SUCH AS BRACING & STIFFENING FBC 1704.3.2 PROJECT OF DETAILS; COMPLIANCE WITH STRUCTURAL COMPLEX APPROVED CONSTRUCTION DRAWINGS DETAILS: DOCUMENTS: -ASSOCIATE CWI PERIODIC 2. MEMBER LOCATIONS. PROJECTS OF RELATIVELY PERIODIC 3. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. SIMPLE DETAILS: -TECHNICIAN TRAINED IN FIELD OF WORK AND HAS AT LEAST ONE YEAR OF EXPERIENCE. IBC SECTION & REQUIRED INSPECTION FREQUENCY OF REFERENCE INSPECTOR VERIFICATION, OR TEST INSPECTION TYPE AND/OR FREQUENCY OF TESTING CRITERIA QUALIFICATIONS MASONRY ENGINEERED MASONRY IN NON -ESSENTIAL FACILITIES AND EMPIRICALLY FBC 1704.5.1, QUALIFICATIONS LEVEL 1 INSPECTION DESIGNED MASONRY IN ESSENTIAL FACILITIES. (OCCUPANCY CATEGORY I, 11, OR III) FBC 1704.5.2 BASED ON ASTM C1093 A. AS MASONRY CONSTRUCTION BEGINS, THE PERIODIC 1. PROPORTIONS OF SITE -PREPARED MORTAR. FOLLOWING SHALL BE VERIFIED TO ENSURE PERIODIC 2. CONSTRUCTION OF MORTAR JOINTS. COMPLIANCE: PERIODIC 3. LOCATION OF REINFORCEMENT AND CONNECTORS. PERIODIC 4. PRESTRESSING TECHNIQUE PERIODIC 5. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES. B. THE INSPECTION PROGRAM SHALL VERIFY: PERIODIC 1. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. PERIODIC 2. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION. PERIODIC 3. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. CONTINUOUS 4. WELDING OF REINFORCING BARS. PERIODIC 5. PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40 DEGREES F) OR HOT WEATHER (TEMPERATURE ABOVE 90 DEGREES F). PERIODIC 6. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE. C. PRIOR TO GROUTING, THE FOLLOWING SHALL BE PERIODIC 1. GROUT SPACE IS CLEAN. VERIFIED TO ENSURE COMPLIANCE: PERIODIC 2. PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGES. PERIODIC 3. PROPORTIONS OF SITE -PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS. PERIODIC 4. CONSTRUCTION OF MORTAR JOINTS. D. GROUT PLACEMENT CONTINUOUS 1. VERIFY COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENTS PROVISIONS. CONTINUOUS 2. GROUTING OF PRESTRESSING BONDED TENDONS. E. PREPARATION OF ANY REQUIRED GROUT CONTINUOUS QUALIFICATIONS SPECIMENS, MORTAR SPECIMENS AND/OR PRISMS BASE ON C1093 SHALL BE OBSERVED. F. COMPLIANCE WITH REQUIRED INSPECTION PERIODIC PROVISION OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. SPECIAL CONDITIONS, REQUIREMENTS AND NOTES TO OWNER, CONCRETE: STRUCTURAL STEEL: DEVELOPER AND CONTRACTOR: 1. MINIMUM 28 DAY STRENGTH ft) SHALL BE AS FOLLOWS: 1. STRUCTURAL STEEL MEMBERS SHALL CONFORM WITH THE FOLLOWING STANDARDS AND FOUNDATIONS 4000 PSI, W/C = 0.50 BY WEIGHT (AIR -ENTRAINED) MATERIAL PROPERTIES UNLESS NOTED OTHERWISE: CONTRACTOR, BUILDER AND SUBCONTRACTORS INVOLVED IN ANY FORM OF CONSTRUCTION USING THESE INT. SLABS ON GROUND 4000 PSI, W/C = 0.5 BY WEIGHT DOCUMENTS SHALL BE INFORMED OF THE FOLLOWING RESPONSIBILITIES, PERFORMANCE CRITERIA, LIMITATIONS AND OTHER EXPOSED CONCRETE 3000 PSI, W/C = 0.50 BY WEIGHT (AIR -ENTRAINED) SHAPE STANDARD a RISKS ASSOCIATED WITH CONSTRUCTION. IF THE OWNER, DEVELOPER OR CONTRACTOR IS NOT ABLE TO ACCEPT THE RESPONSIBILITIES OR PERFORMANCE CRITERIA AND LIMITATIONS, NOTIFY OUR OFFICE PRIOR TO START OF 2. CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND APPROVED BY THE ENGINEER. ROLLED WIDE FLANGE SECTIONS: ASTM A992 50 KSI CONSTRUCTION. IT SHALL BE EXPRESSLY UNDERSTOOD THAT THE ENGINEER IS NOT RESPONSIBLE OR LIABLE FOR THE LACK OF PERFORMANCE OF MATERIALS, SYSTEMS OR DESIGNS NOT BEING LIMITED TO ITEMS OUTLINED BELOW. 3. ALL CONCRETE SHALL BE REGULAR WEIGHT OF 145 POUNDS PER CUBIC FOOT USING HARDROCK AGGREGATES. OTHER STANDARD STEEL SHAPES AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33, CONCRETE AGGREGATES. AND ROLLED SECTIONS: ASTM A36 36 KSI CONTRACTORS AND SUBCONTRACTORS SHALL THOROUGHLY REVIEW ALL CONDITIONS AND RESPONSIBILITIES STATED IN THESE NOTES, PLANS, SECTIONS AND DETAILS, AND SHALL NOTIFY THE ENGINEER AND OWNER !N WRITING 4. MAXIMUM SLUMP FOR EXTERIOR SLABS SHALL BE 5 INCHES. MAXIMUM SLUMP FOR ALL OTHER CONCRETE SHALL BARS AND PLATES: ASTM A36 36 KSI PRIOR TO CONSTRUCTION OF ANY CONDITIONS OR RESPONSIBILITIES WHICH ARE NOT ACCEPTABLE OR NOT BE 4 INCHES. WATER SHALL BE CLEAN AND POTABLE. IF ADDITIONAL FLOWABILITY IS REQUIRED FOR PLACEMENT OF UNDERSTOOD. ANY CONCRETE MIX, A WATER -REDUCING ADDITIVE CONFORMING TO ASTM C494, TYPE A, SHALL BE USED. NO TUBES: ASTM A500 46 KSI 1. PLAIN CONCRETE, REINFORCED CONCRETE, AND PRECAST CONCRETE DEVELOPS CRACKS. THE CRACKS ARE DUE PIPE: AS I M AbJ UK.b Jb K51 TO INHERENT SHRINKAGE, CREEP AND RESTRAINING EFFECTS. CRACKS ARE NORMALLY COSMETIC AND THE SYSTEM 5. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150. TYPE II CEMENT WITH A MAXIMUM CHLORIDE ION, PERCENT OR A500 GR.B 42 KSI BY WEIGHT OF CEMENT, SHALL NOT EXCEED 0.15. MAINTAINS SERVICEABILITY AND STRENGTH REQUIREMENTS. JOINTS MAY BE INDICATED TO CONTROL CRACKING, BUT BOLTS AT STEEL CONNECTIONS: ASTM A325 OR A490 ARE NOT MEANT TO ELIMINATE ALL CRACKING, AS THIS IS NOT PRACTICAL. THE CONTRACTOR SHALL USE ALL 6. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT, UNLESS STANDARD MEANS TO INSURE PROPER PROTECTION AND CURING OF ALL CEMENTITIOUS MATERIALS TO REDUCE APPROVED BY THE ENGINEER OR AUTHORIZED TESTING AGENCY. 2. ALL BOLTS SHALL BE INSTALLED AS BEARING -TYPE CONNECTIONS WITH THREADS CRACKING, SURFACE SPALLING OR EXTREME CRACKING MAY BE CAUSED BY POOR MATERIAL OR PLACEMENT. EXCLUDED FROM SHEAR PLANE (TYPE "X" CONNECTION), UNLESS NOTED OTHERWISE. CONTACT OUR OFFICE FOR POSSIBLE REPAIR REQUIREMENTS. 7. CONCRETE MIXING, PLACEMENT AND QUALITY SHALL BE PER IBC SECTION 1904, ASTM C 94, ASTM C 685, AND ACI HIGH -STRENGTH BOLTS SHALL BE TIGHTENED USING ANY AISC APPROVED METHOD. 302. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT SLABS ON GRADE NEED ONLY BE VIBRATED OR 2. FOUNDATION SETTLEMENT MAY CAUSE DISTORTION AND DISTRESS TO THE SUPPORTED STRUCTURE AS WELL AS THOROUGHLY RODDED AROUND EMBEDDED STRAPS OR HARDWARE BOLTS FOR HOLDOWNS CURBS AND EDGES OF D ID 3. WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING ADJACENT UTILITIES, SLABS OR FOUNDATIONS. THE SOIL REPORT MAY INDICATE A LEVEL OF DISPLACEMENT. SLAB STEPS AND UNDER FLOOR DUCTS OR SIMILAR ELEMENTS. REMOVE ALL DEBRIS FROM FORMS BEFORE PLACING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS. ALL WELDING CONCRETE. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS AND COLUMNS SO AS SHALL USE E70 SERIES LOW HYDROGEN ELECTRODES UNLESS NOTED OTHERWISE. ALL ATTENTION TO PROPER SOIL PREPARATION AND GRADING, AS WELL AS PROPER DRAINAGE AWAY FROM STRUCTURE TO CAUSE SEGREGATION OF AGGREGATES. UNCONFINED FALL SHALL NOT EXCEED 5 FEET. CARE SHALL BE TAKEN WELDS INVOLVING REINFORCING BARS SHALL USE E90 SERIES ELECTRODES. ALL WELDING IS ESSENTIAL IN REDUCING EXPECTED SETTLEMENT. IN PLACING SLABS ON GRADE SO AS CONCRETE DOES NOT DISTURB FILL MATERIAL. SHALL CONFORM TO THE LATEST AMERICAN WELDING SOCIETY (AWS) STANDARDS. WELDS ON DRAWINGS ARE SHOWN AS SHOP WELDS. CONTRACTOR MAY SHOP WELD OR FIELD AND/OR 3. VARIATION IN DIMENSIONS MAY OCCUR AS A RESULT OF THERMAL INFLUENCES, NATURAL DEFLECTIONS D/0 8. ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING DOWELS BOLTS ANCHORS SLEEVES ETC. SHALL BE TESTED AND WELD AT HIS DISCRETION. ALL FULL PENETRATION WELDS SHALL BE ES CAMBERS OF MEMBERS. AS A RESULT, QUANTITIES MAY VARY AND ARCHITECTURAL FINISHES MAY BE AT RISK OF SECURELY POSITIONED IN THE FORMS BEFORE PLACING THE CONCRETE. CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. COSMETIC VARIATION OR DAMAGE. 9. CONCRETE SLAB ON GRADE CONTROL JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN OR TYPICAL 4. GROUT BENEATH COLUMN BASES OR BEARING PLATES SHALL BE 5,000 PSI (MIN) 4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR VARIATIONS TO PLANS BETWEEN BID PROCESS AND FINALIZED DETAILS. WHERE CONTROL JOINTS ARE NOT SHOWN ON PLANS, ALL CONCRETE SLABS ON GRADE SHALL BE NON -SHRINK FLOWABLE GROUT OR DRYPACK. INSTALL GROUT UNDER BEARING PLATES BOUNDED BY KEYED, DOWELED OR SAW -CUT CONTROL JOINTS SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL GROUT UNDER BASE APPROVED DOCUMENTS RELEASED FOR CONSTRUCTION. ADDITIONS AND ALTERATIONS MAY BE MADE BETWEEN 144 SQUARE FEET. RATIO OF BOUNDARY DIMENSIONS SHALL NOT EXCEED 1.5:1. KEYED OR DOWELED CONTROL PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION. RELEASE OF BID DOCUMENTS AND FINALIZED CONSTRUCTION DOCUMENTS. JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING. ALL OTHER JOINTS MAY BE SAW CUT. SAW CUT GROUT DEPTH SHALL BE SUFFICIENT TO ALLOW GROUT OR DRYPACK TO BE PLACED JOINTS SHALL BE CUT IN SLABS ON GRADE AS SOON AS POSSIBLE AFTER SLAB FINISHING AS MAY BE SAFELY DONE BENEATH PLATE WITHOUT VOIDS. 5. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS WITHOUT DISLODGING AGGREGATE. NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEERS IN THIS OR 5. DETAILS OUTLINE BASIC CONNECTION TYPES. BEAM TO BEAM AND BEAM TO COLUMN SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN 10. CONSTRUCTION JOINTS OR POUR JOINTS IN STRUCTURAL ELEMENTS (TILT -UP WALL PANELS) NOT SPECIFICALLY CONNECTIONS NOT DETAILED IN DRAWINGS SHALL BE SIZED BY STEEL DETAILER AS EXPERIENCED CONTRACTOR, SUBCONTRACTOR AND/OR WORKPERSONS WHO HAVE A WORKING KNOWLEDGE OF THE SHOWN OR NOTED ON THE DRAWINGS REQUIRE PROPER APPROVAL OF THE ENGINEER. CONTRACTOR SHALL STANDARD AISC, TYPE 2, BEARING CONNECTIONS CAPABLE OF SUPPORTING REACTIONS SUBMIT SHOP DRAWINGS SHOWING PROPOSED JOINTS TO ENGINEER FOR APPROVAL. DEVELOPED BY MAXIMUM UNIFORM LOAD CAPACITY ON A SIMPLE SPAN FOR BEAM AND APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS BEAM SPAN GIVEN. NOT EVERY CONDITION OR ELEMENT IS OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS. IT IS UNDERSTOOD ( 11. WHERE DOWELS, BOLTS OR INSERTS ARE CALLED TO BE ANCHORED TO CAST IN PLACE CONCRETE ELEMENTS THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL WORK EXPLICITLY USING EPDXY ADHESIVES, USE ANCHORAGE SYSTEM EQUAL TO EPCON G5. FOLLOW ALL MANUFACTURERS 6. STEEL SHALL BE DESIGNED, DETAILED, FABRICATED AND ERECTED ACCORDING TO ALL SHOWN. RECOMMENDATIONS. ALTERNATE ANCHORAGE SYSTEMS MAY BE USED WITH ENGINEERS PRIOR APPROVAL. APPLICABLE SECTIONS OF THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. SHOP DRAWINGS SHALL BE SUBMITTED INDICATING COMPLETE 6. CALCULATION AND DESIGN OF MISCELLANEOUS NON-STRUCTURAL ITEMS, SUCH AS RAILINGS, NON-STRUCTURAL FOUNDATIONS: INFORMATION REQUIRED FOR CONSTRUCTION OF STRUCTURAL STEEL. SHOP DRAWINGS WALLS AND PREFABRICATED STRUCTURAL ITEMS, SUCH AS FLOOR AND ROOF TRUSSES, ARE NOT INCLUDED AND ARE 1. GEOTECHNICAL REPORT: NONE PROVIDED SHALL INCLUDE LAYOUT AND DIMENSIONS OF FRAMING PLANS, CONNECTION DETAILS, AND TO BE PROVIDED BY OTHERS UNLESS SPECIFICALLY NOTED ON THESE DRAWINGS. SEQUENCE, ETC. SHOP DRAWINGS AND CALCULATIONS SHALL BE SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT SITE. 2. THE OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO PROVIDE SOIL TESTING AND REVIEW DURING 7. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE THE FOUNDATION REQUIREMENTS 7. FIELD CUTTING, DRILLING OR OTHER MODIFICATION OF STRUCTURAL STEEL CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, OF THE CONTRACT DOCUMENTS. IF CONDITIONS VARY FROM THAT INDICATED HEREIN, THEN THE GEOTECHNICAL COMPONENTS IS NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL TECHNIQUES, SEQUENCES AND PROCEDURES. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DESIGN AND ENGINEER SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO FOUNDATION CONSTRUCTION. ENGINEER. WHERE BEAM PENETRATIONS CANNOT BE AVOIDED OR WHERE CUTTING IS PROVIDE ADEQUATE, SHORING, BRACING, FORMWORK, ETC. AS REQUIRED FOR THE PROTECTION OF LIFE AND 3. THE BACKFILL SHALL BE PLACED AND COMPACTED ON EACH SIDE OF FOUNDATION WALLS SUCH THAT NO REQUIRED, CONTRACTOR SHALL SUBMIT TO THE ENGINEER, ALL PERTINENT INFORMATION PROPERTY DURING CONSTRUCTION. CONSTRUCTION MATERIALS SHALL BE UNIFORMLY SPREAD OUT SUCH THAT UNBALANCED LATERAL LOADS ARE INDUCED TO THE WALL. INCLUDING PENETRATION SHAPE, SIZE LOCATION AND METHOD OF CUTTING THE OPENING. DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED, VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 4. BACKFILL SHALL BE PLACED EVENLY AGAINST EACH SIDE OF SUBGRADE STRUCTURAL ELEMENTS TO PRODUCE MISCELLANEOUS STEEL: APPROXIMATELY EQUAL AND OPPOSITE LATERAL PRESSURES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING SHORING AND 1. PROVIDE L4x4x3/ EDGE ANGLE AT ALL ROOF DECK EDGES UNLESS NOTED OTHERWISE. PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH THE LOCAL 5. PROVIDE PERIMETER DRAINAGE AS INDICATED IN SOILS REPORT. BUILDING DEPARTMENT. ALL WORK OR CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES UIL G C U SLAB ON GRADE: 2. PROVIDE AN L3x3xYa H FRAME BELOW ALL ROOF DRAINS UNLESS NOTED OTHERWISE. REGULATIONS AND SAFETY REQUIREMENTS. 1. TYPICAL CONCRETE SLAB ON GRADE SHALL BE 4" THICK WITH #4 @ 18" O.C. 3. REFER TO MEP/HVAC DRAWINGS FOR LOCATIONS OF ROOF OR FLOOR MOUNTED 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, CONDITIONS AND ELEVATIONS MECHANICAL EQUIPMENT. CONTRACTOR SHALL COORDINATE MEP/HVAC UNIT LOCATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INFORM THE 2 CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON SELECT FILL MATERIAL AS NOTED ABOVE. FILL MATERIAL AND VERIFY CONFORMANCE WITH STRUCTURAL FRAMING PLANS. SHOULD BE MOISTENED, BUT NOT SATURATED JUST PRIOR TO PLACING CONCRETE. CARE SHALL BE TAKEN IN ARCHITECT IN WRITING OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS. ANY SUCH DISCREPANCY, PLACING SLABS ON GRADE SO AS NOT TO DISTURB FILL MATERIAL OR REINFORCING. THE FILL MATERIAL SHALL BE OMISSION OR VARIATION NOT REPORTED BEFORE THE START OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF COMPACTED TO NO LESS THAN 95% COMPACTION @ MOISTURE CONTENT RANGE OF 3% BELOW TO 3% ABOVE 4. PROVIDE ALL EMBED PLATES, LEDGERS, LINTELS AND BRACKETS AS REQUIRED FOR A THE CONTRACTOR. OPTIMUM MOISTURE CONTENT BEFORE PLACEMENT OF SLABS. COMPLETE SYSTEM AS OUTLINED IN THE CONTRACT DOCUMENTS. 10. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE SHALLOW SPREAD FOOTINGS; 5. REFER TO STRUCTURAL STEEL NOTES FOR REQUIRED ASTM DESIGNATIONS FOR LATEST EDITION AND/OR ADDENDA. 1. MIN FOOTING DEPTH IS 12 INCHES BELOW GRADE. VARIOUS STEEL SHAPES AND PLATES AS WELL AS FINISHES, CONNECTION INFORMATION AND QUALITY CONTROL. 11.OPTIONS ARE FOR CONTRACTORS CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE 2. ASSUMED ALLOWABLE FOOTING BEARING IS 1500 PSF RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. 6. MECHANICAL CONTRACTOR SHALL DESIGN AND SUPPLY ALL FRAMING AS REQUIRED TO 3. ALL FOOTINGS SHALL EXTEND TO DEPTH NOTED ABOVE U.N.O.ON PLANS OR DETAIL. GRADE IS DEFINED AS TOP OF SLAB FOR INTERIOR FOOTINGS, AND LOWEST ADJACENT COMPACTED SUBGRADE (PAD GRADE BEFORE SUPPORT OR SUSPENDED EQUIPMENT, DUCTS AND PIPING BETWEEN FRAMING OUTLINED IN 12. TYPICAL DETAILS AND NOTES SHALL APPLY, THOUGH NOT NECESSARILY AT A SPECIFIC LOCATION ON PLANS. LANDSCAPING) OR NATURAL GRADE WITHIN 5 FEET OF BUILDING FOR PERIMETER FOOTINGS. GRADE IS DEFINED AS THE CONTRACT DOCUMENTS. REFER TO MEP / HVAC DRAWINGS FOR LOCATIONS AND WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, DETAILS TOP OF EXTERIOR PAVING OR CONCRETE WHERE EXTERIOR PAVING OR CONCRETE IS PERMANENTLY LOCATED WEIGHTS OF ITEMS TO BE SUPPORTED OR SUSPENDED. MAY ONLY SHOW ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. WHERE DISCREPANCIES DIRECTLY ADJACENT TO BUILDING AND EXTENDS AT LEAST 5 FEET FROM BUILDING. FOOTING EXCAVATIONS SHALL OCCUR IN THESE DRAWINGS, NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL BE CLEAN AND FREE FROM LOOSE DEBRIS, STANDING WATER, OR UNCOMPACTED MATERIAL AT TIME OF CONCRETE 7. PROVIDE AN 1_50Y4/16 "H" FRAME BELOW ALL ROOF MOUNTED MECHANICAL EQUIPMENT STRUCTURAL NOTES AND TYPICAL DETAILS. PLACEMENT. UNLESS NOTED OTHERWISE. 13. ALL OPENINGS ARE NOT SHOWN ON THESE DRAWINGS. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR 4. EXCAVATION FOR FOOTINGS SHALL BE CUT TO ACCURATE SIZE AND DIMENSIONS AS SHOWN ON PLANS. ALL SOIL BELOW SLABS AND FOOTINGS SHALL BE PROPERLY COMPACTED AND SUBGRADE BROUGHT TO A REASONABLE TRUE BASIS FOR DESIGN: ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND AND LEVEL PLANE BEFORE PLACING CONCRETE. SUBCONTRACTORS PRIOR TO CONSTRUCTION, OPENINGS MAY REQUIRE ADDITIONAL REINFORCING OR SUPPORTS AS BUILDING CODE: FLORIDA BUILDING CODE 2010 SHOWN ON TYPICAL DETAILS. IF TYPICAL DETAILS FOR ALL CONDITIONS ARE NOT INCLUDED HEREIN, IT SHALL BE THE 5. SITE PREPARATION AND GRADING REQUIREMENTS OF THE GEOTECHNICAL REPORT AND ANY ADDENDA SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST IN WRITING ADDITIONAL INFORMATION. COMPLETED PRIOR TO CONSTRUCTION OF FOUNDATIONS. ANY TESTS, INSPECTIONS, FIELD OBSERVATIONS, OR 1. DEAD LOADS APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL BE PERFORMED PRIOR TO PLACEMENT OF FOUNDATION A. ROOF (EXISTING)..................................27 PSF (ASSUMED FOR BALLASTED ROOF) 14. ALL INSPECTIONS REQUIRED BY THE BUILDING CODES, LOCAL BUILDING OFFICIALS, OR BY THESE PLANS SHALL BE REINFORCING STEEL OR CONCRETE. ALTERATIONS TO SITE PREPARATION OR GRADING SHALL BE REPORTED TO PROVIDED BY AN INDEPENDENT INSPECTION COMPANY OR, THE BUILDING DEPARTMENT. INSPECTION REQUIREMENTS THE ENGINEER PRIOR TO FOUNDATION CONSTRUCTION. 2. LIVE LOADS STATED HEREIN ARE PARTIAL. COMPLETE INSPECTION REQUIREMENTS SHALL BE AS DIRECTED BY THE LOCAL MASONRY (CONCRETE BLOCK): A. ROOF (EXISTING)..................................20 PSF BUILDING DEPARTMENT. SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR. 1. COMPRESSIVE STRENGTH OF CONCRETE MASONRY CONSTRUCTION, (CMU) SHALL BE AS FOLLOWS (PSI). MASONRY 3. SNOW LOAD STRENGTH NOT SPECIFICALLY NOTED ON PLAN SHALL BE (F'm)1500 PSI. A. GROUND SNOW, Pg = 0 PSF 15. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SHOP DRAWINGS ARE REVIEWED ONLY FOR MASONRY STRENGTH (F'm DESIGN) = 1500 PSI B. FLAT ROOF SNOW LOAD, Pf = 0 PSF GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS. REVIEW DOES NOT INDICATE THAT THE SHOP DRAWINGS BLOCK STRENGTH = 1900 PSI C. EXPOSURE FACTOR, Ce =1.0 ARE CORRECT OR COMPLETE. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ANY TYPE M MORTAR STRENGTH = 2500 PSI D. IMPORTANCE FACTOR, Is =1.0 CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THE TYPE S MORTAR STRENGTH = 1800 PSI E. THERMAL FACTOR, Ct = 1.0 AFOREMENTIONED SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW UNLESS SPECIFICALLY NOTED GROUT STRENGTH = 3000 PSI F. RAIN ON SNOW = 0 PSF ACCORDINGLY. THE SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE ORIGINAL CONTRACT DRAWINGS. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN APPROPRIATELY 2. CONCRETE BLOCK SHALL BE HOLLOW LOAD BEARING CONCRETE MASONRY UNITS CONFORMING TO ASTM C90, GRADE N II. 4. WIND LOAD REGISTERED ENGINEER. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING DESIGNS ALL BLOCKS SHALL BE PLACED IN RUNNING BOND CONSTRUCTION (UNLESS OTHERWISE NOTED) WITH ALL VERTICAL CELLS IN A. ULTIMATE WIND SPEED (3-SECOND GUST) .......... 140 MPH ALIGNMENT. PERFORMED BY OTHERS. ALLOW 5 WORKING DAYS FOR THE ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL B. RISK CATEGORY = "2" WILL BE RETAINED FOR THE ENGINEER'S RECORDS. 3. MORTAR MIX SHALL CONFORM TO REQUIREMENTS OF IBC SECTION 2103.8, TYPE M OR S, TYPE M MORTAR SHALL BE USED C. EXPOSURE = "B" WHERE MASONRY IS IN CONTACT WITH SOIL. D. INTERNAL PRESSURE COEFFICIENT = t0.18 (ENCLOSED BUILDINGS) E. COMPONENT AND CLADDING REINFORCING STEEL (FOR CONCRETE AND MASONRY): 4. GROUT: USE SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT SEGREGATION. ALL a. ROOF 1. REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CELLS IN CONCRETE BLOCKS CONTAINING REINFORCING SHALL BE FILLED SOLID WITH GROUT. ALL MASONRY BELOW 1. CORNER =11.4, -38.2 PSF CONCRETE" (ACI 318-05) BY THE AMERICAN CONCRETE INSTITUTE. FINISHED FLOOR OR GRADE SHALL BE GROUTED. 2. EDGE =11.4, -38.2 PSF 2. REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE "ACI STANDARD: DETAILS AND 5. MINIMUM WALL VERTICAL REINFORCING, UNLESS NOTED OTHERWISE ON PLANS OR DETAILS, SHALL BE #5 BAR VERTICAL 3. INTERIOR =11.4, -32.3 PSF DETAILING OF CONCRETE REINFORCEMENT" (ACI 315) AND THE "MANUAL OF ENGINEERING AND PLACING DRAWINGS FULL HEIGHT IN CENTER OF GROUTED CELL AT ALL WALL INTERSECTIONS, CORNERS, WALL ENDS, JAMBS AT WALL OPENINGS, b. WALL FOR REINFORCED CONCRETE STRUCTURES" (ACI 315R) BY THE AMERICAN CONCRETE INSTITUTE. THE MOST EACH SIDE OF CONTROL JOINTS, AND AT INTERVALS NOT TO EXCEED 48 INCHES ON CENTER. TIE AT 8'-0" VERTICALLY, WITH 1. EDGE = 30.0, -36.7 PSF CURRENT EDITIONS OF CONCRETE REINFORCING STEEL INSTITUTE'S "REINFORCING BAR DETAILING" AND "PLACING SINGLE WIRE LOOP TIE OR EQUIVALENT. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH AND 2. INTERIOR = 30.0, -33.0 PSF REINFORCING BARS" MAY ALSO BE USED. LAP VERTICAL REINFORCING. 5. SEISMIC LOAD (NOT CONSIDERED: MODIFICATIONS DO NOT EFFECT LOAD ON EXISTING MEMBERS) 3. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615. REINFORCING SHALL BE GRADE 60 6. MINIMUM WALL HORIZONTAL REINFORCING UNLESS NOTED OTHERWISE ON PLANS OR DETAILS SHALL BE A SINGLE # 5 BAR A. Ss = 0.068 (FY=60 KSI) DEFORMED BARS FOR ALL BARS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. ALL REINFORCING IN CENTER OF 8 INCH DEEP CONTINUOUS GROUTED BOND BEAM AT TOP OF PARAPET OR FREE STANDING WALL AND AT V-0" B. S1 = 0.034 TO BE WELDED SHALL BE ASTM A706. GRADE 60 LOW ALLOY WELDABLE STEEL. INTERVALS THROUGH CONTROL JOINTS. PROVIDE BENT BARS PER TYPICAL DETAILS TO MATCH AND LAP HORIZONTAL BOND A.) THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED FY BY MORE THAN 18000 PSI; AND BEAM REINFORCING AT CORNERS AND WALL INTERSECTIONS TO MAINTAIN BOND BEAM CONTINUITY. USE BOND BEAM UNITS C. SITE CLASS = D B.) THE RATIO OF THE ACTUAL TENSILE STRENGTH TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25. AT HORIZONTAL REINFORCING. D. SDs = 0.072 E. SD1 = 0.055 4. WELDED WIRE FABRIC SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185. LAPS IN WELDED WIRE FABRIC 7. MINIMUM LINTEL, WHERE NOT NOTED ON PLANS, SHALL HAVE A MINIMUM OF (2) #5 CONTINUOUS HORIZONTAL BARS IN F. SEISMIC DESIGN CATEGORY = A SHALL BE MADE SUCH THAT THE OVERLAP, MEASURED BETWEEN OUTERMOST CROSS WIRE OF EACH FABRIC SHEET, BOTTOM OF BOND BEAM OR LINTEL BLOCK AND SHALL BE GROUTED SOLID TO A MINIMUM DEPTH OF 24 INCHES. ALL LINTEL IS NOT LESS THAN THE SPACING OF CROSS WIRES PLUS 2 INCHES. REINFORCING AND GROUT SHALL EXTEND 2 FEET MINIMUM PAST JAMBS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. 5. ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS "CLEAR" OR "CLR" ARE TO 8. LAP REINFORCING 60 BAR DIAMETERS FOR GRADE 60. STAGGER LAP SPLICES A MINIMUM OF ONE LAP LENGTH. CENTER OF STEEL, MINIMUM COVER FOR NON -PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE ON PLANS OR DETAILS: 9. MASONRY VENEER SHALL BE ATTACHED TO SUPPORTING WALL FRAMING WITH Y6" DIA. WALL TIES OR DOVETAIL -TYPE METAL TIES OF EQUIVALENT STIFFNESS EMBEDDED INTO HORIZONTAL MORTAR JOINTS. MAX. VERTICAL SPACING OF TIES EXPOSURE CONDITION: MINIMUM COVER: TOLERANCES (+/-): SHALL BE 16". MAX. HORIZONTAL SPACING SHALL BE 24". TIES IN ALTERNATE COURSES SHALL BE STAGGERED. PROVIDE 9 GA. WIRE REINFORCING IN HORIZONTAL MORTAR JOINTS AT 16" O.C. ENGAGE 9 GA. WIRE WITH WALL ANCHOR TIES. CAST AGAINST AND CONSTRUCTION JOINTS IN MASONRY VENEER WALLS SHALL BE LOCATED PER THE ARCHITECTURAL DRAWINGS. PERMANENTLY EXPOSED TO EARTH: 3" %" 10. HORIZONTAL JOINTS SHALL BE REINFORCED WITH 9-GAUGE TRUSS -TYPE JOINT REINFORCEMENT EQUAL TO "DUROWALL" @ 16" O.C. EXPOSED TO EARTH OR WEATHER: COLD FORMED STEEL FRAMING: #5 AND SMALLER: 1X22" %" 1. ALL COLD -FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S #6 AND LARGER: 2" %" RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" BY THE AMERICAN IRON AND STEEL INSTITUTE. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: 2. STRUCTURAL DRAWINGS TYPICALLY SHOW ONLY THE PRIMARY STRUCTURAL FRAMING ELEMENTS OF THE SYSTEM. ROOF SLAB: 1" Y" CONTRACTOR SHALL PROVIDE ALL ACCESSORIES INCLUDING TRACKS, WEB STIFFENERS, BLOCKING, LINTELS, CLIP ANGLES, STRUCTURAL SLABS & WALLS: X" Y" REINFORCEMENTS, FASTENING DEVICES, BRACING, AND OTHER ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER TO BEAMS AND COLUMNS (PRIMARY PROVIDE A COMPLETE FRAMING SYSTEM. REINFORCEMENT, TIES, STIRRUPS AND SPIRALS): 1Y" % " 3. STEEL FOR 12,14 AND 16 GA. STUDS AND JOISTS SHALL HAVE MINIMUM YIELD STRENGTH OF 50 KSI. STEEL FOR ALL 18,20 AND 25 SLABS ON GRADE: 1y" X" GA. STUDS AND JOISTS, ALL GAGES OF TRACK, ALL DIAGONAL TENSION STRAPS OR BRACES, AND BRIDGING SHALL HAVE MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED OR THOROUGHLY COATED WITH RUST INHIBITIVE PAINT AT ALL 6. LAP SPLICES OF REINFORCING STEEL IN ALL CONCRETE SHALL BE ACCORDING TO ACI 318 (CLASS B SPLICE), LOCATIONS. UNLESS NOTED OTHERWISE. STAGGER SPLICES A MINIMUM OF ONE LAP IN LENGTH. NO TACK WELDING OF REINFORCING BARS ALLOWED. LATEST ACI CODE AND DETAIL MANUAL APPLY. PROVIDE BENT CORNER BARS TO 4. FASTENING OF COMPONENTS SHALL BE WITH SELF -TAPPING SCREWS OR WELDS. ALL WELDS OF GALVANIZED STEEL SHALL BE MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. VERTICAL TOUCHED UP WITH ZINC -RICH PAINT. ALL WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH PAINT. WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. SPLICE BARS TOP BARS AT CENTER LINE OF SPAN AND BOTTOM BARS AT THE SUPPORT IN SPANDRELS, BEAMS, GRADE BEAMS, ETC. UNLESS NOTED OTHERWISE. 5. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. UNLESS NOTED OTHERWISE, PROVIDE DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS, AND BEAM BEARING. 7. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE INCORPORATED IN THE STRUCTURE UNLESS THEIR ELIMINATION IS APPROVED BY THE ENGINEER. ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE 6. WALL STUD BRIDGING, AS RECOMMENDED BY THE STUD MANUFACTURER, SHALL BE INSTALLED TO PREVENT BOTH WEAK AXIS CONSTRUCTION SHALL BE LOCATED AND DETAILED ON SHOP DRAWINGS. WHEN CONSTRUCTION JOINTS OTHER THAN BENDING AND STUD ROTATION AT 4'-0" MAXIMUM INTERVALS. WALLS 8'-0" AND SHORTER SHALL HAVE A SINGLE ROW OF BRIDGING THOSE SHOWN ON THE DRAWINGS ARE REQUIRED, THE REINFORCEMENT SHALL PASS CONTINUOUSLY THROUGH THE AT MID -HEIGHT. IN ADDITION, BRIDGING SHALL BE PROVIDED AT ROOF LINES AND ELSEWHERE AS NOTED ON THE DRAWINGS. JOINT AND A KEY SHALL BE PROVIDED FOR ADEQUATE SHEAR TRANSFER. SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. 8. ALL REINFORCING SHALL BE BENT COLD. BARS SHALL NOT BE STRAIGHTENED AND RE -BENT. FIELD BENDING OF 7. SCREWS SHALL BE SELF -TAPPING PAN HEAD, HEX HEAD, OR WAFER HEAD SHEET METAL SCREWS. A SCREW OF A LARGER REBAR SHALL NOT BE ALLOWED UNLESS SPECIFICALLY NOTED OTHERWISE. DIAMETER SHALL REPLACE SCREWS, WHICH ARE REMOVED, WHERE THE REPLACEMENT IS MADE INTO AN EXISTING HOLD. REPLACE ALL SCREWS, WHICH STRIP OUT MATERIAL. SCREWS SHALL BE SPACED NO CLOSER THAN % INCH ON CENTER AND WITH 9. REINFORCING BAR SPACING SHOWN ON PLANS ARE AT MAXIMUM ON CENTERS, ALL BARS SHALL BE DETAILED AND A MINIMUM FREE EDGE DISTANCE OFY2 INCH. CLIP ANGLES OR FLAT CLIPS USED FOR ATTACHMENTS SHALL BE 20 GA. MINIMUM, PLACED PER CONCRETE REINFORCING STEEL INSTITUTE (CRSI) SPECIFICATIONS AND HANDBOOK. DOWEL ALL UNLESS NOTED OTHERWISE. SIZE CLIP ANGLES AND FLAT CLIPS TO MAINTAIN MINIMUM SCREW SPACING AND EDGE DISTANCES VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. NOTED ABOVE. ALL SCREWS #8 AND LARGER SHALL HAVE A MINIMUM HEAD SIZE OF %6 INCH. 10. MECHANICAL SPLICE COUPLERS, FLANGE COUPLERS, THREADED COUPLERS, ETC. SHALL HAVE CURRENT ICBO 8. ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAGE, STRUCTURAL STEEL FRAMING WORK. APPROVAL AND SHALL BE CAPABLE OF DEVELOPING 125% OF THE STRENGTH OF THE BAR. 00 00 mm 2222 0 �ti z It c • ± LL w Ww LO o w Z co 0 a w w Z w m^ w F- oCO U- W F- ►�- w w � z < w_j F-- x w J U LL V : §z z o m 0 U N 0 z W it �rZui x6 �cn 0 u- ZWF 0012 <3 W C N <5V6ppg L_ arc �dri° �6:) z 3��=��z�zg�r F zvs /�p<��4636-FZ5 < rc<`V SLc izxZvr�LLv, 5 < 2Zl�r 6trJw ZVW � Jig U� w� m Wo W_itCL FoIx-c >m 0 0. Q Im W 0 D . �JLL J of w W m >11IIIIIIIIIII�J=r- LU J CL m n/ < w l I..1.. N CrD4 m V \' J 0 w M � r-.. 'm 0 ISSUE BLOCK CHECKED BY: ARM, BSVV DRAWN BY: MRH FILE NAME: SO-0-ZEPHYRHILLS-FL-GN DOCUMENT DATE: 08-09-13 GENERAL NOTES SHEET: SO.0 F FSLAB INFILL DETAIL S1.o Scale: 3/4" = 1'-0" DRILL AND EXPDXY SET #3 BARS x 18" LONG @ 2'-0" O.C. INTO EXISTING AT LOCATIONS WHERE INFILL IS 4" OR GREATER D = SLAB THICKNESS PER GENERAL NOTES -- _ --I! II III III=i � I1 I III-1 11- STEEL COLUMN "�" "' ""' PROVIDE 1Y2" NC GROUT BELOW B/ EXISTING SLAB TO LOWER POR WALL TO rS, E STOREFRONT COLUMN VESTIBULE .o Scale: 3/4" =1'-0" rsi CONSTRUCTION JOINT .o Scale: 3/4" =1'-0" rS C SAWN JOINT 1.o Scale: 1 1/2" =1'-0" EXISTING SLAB TO REMAIN T/ EXISTING EL=100'-0" NOTE: PROVIDE JOINT FILLER AT EXPOSED FLOOR SLABS D =SLAB THICKNESS PER GENERAL NOTES z o� n.. III —III III- - III ��I III III i IIIIIII III III -I g SAWED JOINT 4 MAX. REINFORCING BARS PER GENERALNOTES PROVIDE BONDING AGENT BETWEEN NEW AND EXISTING CONCRETE TYP. PROVIDE NEW SLAB AT RECESSED FLOOR SLABS W/ 6x6-W1.4XW1.4 WWR a e 0 BASEPLATE W/ I ANCHOR BOLTS 4x4xY4 COLUMNS NND EPDXY SET XISTING SLAB L G TOOLED JOINT #4 BARS x 18" LONG @ 2'-0" O.C. WRAP ONE END WITH BUILDING FELT OR PROVIDE SLEEVES TO PREVENT BOND d EXPOSED FLOOR SLABS DA ® N c o 0 — D = SLAB THICKNESS PER ° c GENERAL NOTES - � �I III I�I III III 0 0 10'-9" 1'4' (F.V.) 0 0 DRILL AND EXPDXY SET #3 I I COLUMN PER I BARS @ 1'-6" O.C. INTO T TIES @ 9" O.C., I I TOP (3) @ 3" O.C. I I STORAGE MFR. I EXISTING (MIN. (2) PER SIDE) BASE PLATE &ANCHOR I (8) #5 DOWELS i i BOLTS PER MEZZ. MFR. I I I I I I CONCRETE SLAB ON GRADE PER GENERAL FOUNDATION NOTES � � I a , a p e V d. U) Q�11�Onda a p 4 A4 a d d p a .A. 'd .a Q > G p° ap . d .e Of CLL 4 4 ° - Q 4 8 d 4 ° ° .4 SEE PAD FOOTING SCHEDULE 6"MIN FOR SIZE & REINFORCING B INTERIOR MEZZANINE FOOTING S1.0Scale: 3/4" = l'-0" SYMBOL KEY Pi PAD FOOTING MARK 98' V" TOP OF PAD FOOTING ELEVATION NOTE: SEE PAD FOOTING SCHEDULE FOR SIZES AND REINFORCEMENT PAD FOOTING SCHEDULE MARK LENGTH WIDTH D(iP.)H REINFORCEMENT REMARKS P1 12'-0" T-0" 18" #5 BARS EA WAY@ 10" O.C. EXISTING WALL TO REMAIN EXISTING FOOTING TO REMAIN DRILL AND EXPDXY SET #6x48" LONG BAR @ 12" O.C. INTO EXISTING FOOTING AND/ OR WALL (F.V.) GENERAL PLAN NOTES El SLAB ON GRADE IS 4" THICK EXCEPT AS INDICATED WITH 6x6xW1.4xW1.4 WWF OVER 10 MIL VAPOR RETARDER OVER 4" OPEN GRADED GRAVEL (ASTM C33 No.57). I1 CJ - SAWN OR CONSTRUCTION JOINT IN FLOOR SLAB, SEE C/S1.0 & D/S1.0 LLJJ RESPECTIVELY. 0 SEE ARCHITECTURAL AND PLUMBING SHEETS FOR WATER -PROOFING AND STORM WATER DRAINAGE REQUIREMENTS. 0 SEE SHEET S0.0 FOR GENERAL STRUCTURAL NOTES. a SLOPE SLAB TO FLOOR DRAINS. CENTER ALL SPREAD FOOTINGS ON CENTERLINE OF PRE-ENGINEERED STEEL COLUMNS. GRID LINES ARE TO CENTERLINE OF COLUMN AND/OR OUTSIDE FACE OF BASE PLATE, AS INDICATED ON PLAN. BQ COLUMN PEDESTALS ARE 24"x24" UNLESS NOTED OTHERWISE. a 5.6 15'-8" 6'-4" 20'-6" 9'-5y2" a 12'4" 20'-8" 30'-3" 31'-11" 7" CONCRETE PAVING W/ #5 BARS @ 12" O.C. EACH WAY OVER APPROVED DEMO EXISTING DOCK LEVER SUBGRADE . TYPICAL @ ALL EXTERIOR AND PATCH SLAB AS REQUIRED FOUNDATIONS SHOWN ON EXISTING PLANS AR NOT PADS FOR BAILER, TRUCK DOOR, ETC. I ADEQUATE TO MEET EXISTING DESIGN LOA S. G.C. TO DETERMINE EXISTING FOUNDATIONS BEFORE NEW MEZZANINE FOUNDATIONS CAN BE DESIGNED I I NEW CONCRETE RAMP PER ARCH 17'-0" 56-0" 18'-0" 'I 1 18'-0" 0❑ \I E P1 P1ADD BLOCK FOR N SMALLER DOOR S21 P 1 96'-8" 96'-8" j r RAISE EXISTING SLAB AS REQUIRED TO MATCH EXISTING. AT LOCATIONS WHERE THE RECESS IS MORE THAN 2" PROVIDE CONCRETE SLAB W16x6 W2.1xW2.1. /t WHERE RECESS IS LESS THAN 2" UTILIZE SELF LEVELING TOPPING. PATCH SLAB AT DEMOED AREAS AS REQUIRED 0 CO B A.3 A.2 O O In0) 0 Z aLL W Of W U) o W Z ro } 0 o W Z J W mr W oCO W(0 W$ W Q Wo F- s w J ULL 0 �z z ow 0 N U) Ld Fyj �W<y) �' �Z,F OW�� < U 3 5060 � astoggo,=60 za w O aUONnoaZa�Qp�=o W �WVlW8W<r Z )O}IgEwP F yW ZZWwwwowzx1r< W moon a=waawoam i s _Q No. PE0�0061982 'U= '-p-'.• STATE OF •,' w� 0RI9 • G`� /ONAL ISSUE BLOCK CHECKED BY: ARM, BSW DRAWN BY: MRH FILE NAME: S1-0-ZEPHYRHILLS-FL-FND DOCUMENT DATE: 08-09-13 FOUNDATION PLAN PAN FOUNDATION PLAN PLAN S1.0Scale: 1/8" =1'-0" 5.2 5) ( 30'-3" 31 A 1 " 56'-0" 15'-8" 6 -4" € 20'-6" 9 -5 2" 12'-4" 20'-8" 30'-3" 31'-11 " 56'-0" 3.6 3.1 5" 17'-0" 16'-7" CONTRACTOR TO EXPOSE EXISTING FOUNDATIONS & FRAMING PRIOR TO ORDERING STEEL TO VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION MATCHES ASSUMED FOUNDATIONS & FRAMING. rS2.o B VESTIBULE FRAMING PLAN Scale: 3/32" =1'-0" 1.9 1,7 1.3 1 8" 15'-4" 1 T-9 18'-0" 18'-0" 1 1 1 1 L........... }.........._... L... L LATERAL MEZZANINE S21 DESIGN PER STORAGE STRUCTURE MFR. I I I I 3.5 GENERAL PLAN NOTES aSEE SHEET S0.0 FOR GENERAL STRUCTURAL NOTES. CONTRACTOR TO FIELD VERIFY ALL DIMENSION AND EXISTING CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. EGENERAL CONTRACTOR TO COORDINATE LOCATION OF ROOF TOP UNITS AND OPENINGS WITH EXISTING BARJOIST SPACING. 4l GENERAL CONTRACTOR TO CONFIRM SIZE AND LOCATION OF ROOF TOP UNIT AS SHOWN ON PLANS. * ALL ROOF JOIST SIZES AND SPACING WAS ASSUMED, PRIOR TO INSTALLING NEW RTU'S G.C. TO VERIFY JOIST SIZES, FROM JOIST TAG OR DIMENSIONAL MEASUREMENTS, AND SPACING & NOTIFY STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES. CONTRACTOR TO EXPOSE EXISTING FOUNDATIONS & FRAMING PRIOR TO ORDERING STEEL TO VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION MATCHES ASSUMED FOUNDATIONS & FRAMING. 3.1 5" 17'-0" 16-7" 2.5 1.9 1.7 1.3 1'-8" 16-4" 17'-0" 18'-0" z G.9 0 N G.6 i 00 00 0T 00 rnrn Z aLL W W 0 111 Z m } � o Z W m W 0 °CO �(0 i(n w L o Lu Q W -j =w J U u- O 3Z V) z o d O U N fn �yy. Zo (n O O W � jK 10, 0 �N F z<gr 3 W 5 '�005 wa � o 36zafd O �o d'Z �O U�Ldpu;cKliZUW a Nuwi a5zr�iwmwzww< N F-� ovna0zaawoax • No. PE00061982 -d. 44 STAT �<v� CD L.L Im Q to / w 0 �JILL J LLOJ �mEE >= WJa� W QN0 w 3: z 0 ISSUE BLOCK CHECKED BY: ARM DRAWN BY: BSW FILE NAME: S2-0-ZEPHYRHILLS-FL-FRM DOCUMENT DATE: 08-09-13 FRAMING PLANS AN FRAMING PLAN S2-0A Scale: 3/32" =1'-0" SHEET: S2.0 R INFILL DETAIL S2.1 Scale: 1" =1'-0" EXISTING CMU WALL TO REMAIN EXISTING SLAB TO REMAIN Q JAMB REINFORCING S2.1 Scale: 1" =1'-0" P STOREFRONT DETAIL S2.1 Scale: 1" 4 STUDS @ 16" O.C., )NTINUOUS (FULL HEIGHT) f P.A.F. @ 32" O.C. FOUNDATION TO REMAIN #3 BAR DOWELED INTO EXISTING GROUTED CELLS CMU @ 24" O.C. W/ HILTI HY150 MAX W/ MIN 3" EMBED. NEW 8"xV-4" MIN JAMB CMU W/ (2) #5 VERTICAL BARS IN SOLID GROUTED CELLS EXTEND TO TOP OF'"' HALF BLOCK OF CIv1U #5 BAR DOWEL AND EPDXY SET INTO SLAB W1 HILTI iHY 150 MAX EPDXY MIN2Y" EMBED r�T� G.C. TO DETERMINE WHICH - CELL IS FULLY GROUTED Z,_ o� o`—.I 111 I I —III II JNT @ TYPICAL 36x3xYa (LLH) @ TYPICAL 4 TRACK W/ (2) 0.145-0 2" O.C. 4 STUDS @ 16" O.C. I P.A.F. @ 32" O.C. FOUNDATION TO REMAIN W8x18 W/ Ya"x7 SECTION A -A N NEW OPENINGS EXISTING s2.1 Scale. 1 -1-0 A.5 EXISTING W8x TO REMAIN I /6 TYP L6x4x%6x4'-6" LONG I @ EACH NEW COLU STEEL COLUMN PER PLAN & GENERAL NOTES SECTION A -A SECTION B-B /16 V \ CMU REMAIN 2" HORIZONTAL SLOTTED HOLES OVER CUT OPENING TO ALLOW FOR NEW 8" JAMB BLOCK GROUTED SOLID W/ (1) #5 BAR EXISTING DECK CLOSURE ANGLE PYRTINC; WRY Tn PPMAIN I I � BEAM PER PLAN ' I I I I 1_44xKx4" LONG BEARINGITOP ANGLES. STEEL COLUMN PER PLAN & GENERAL NOTES MP'­7 BARJOIST STIFFENING B NEW RTUs S2.jA Scale: 1" =1'-0" RI D PER PLAN 7N MEZZ. FRAMING DETAIL S2.1 Scale: 1" TYP EXISTING WALL TO REMAIN METAL AND WOOD DECK PER STORAGE STRUCTURE MFG. I T/ FLOOR EL.= PER ARCH. I BEAM PER STORAGE RID PER ARCH A METAL AND WOOD DECK PER % (2) " 0 THREADED STUDS I I I STORAGE STRUCTURE MFG. WELDED TO EMBED PLATE 6 HAND TIGHTEN & TACK T/FLOOR 3" WELD NUT TO STUD. EL. -PER ARCH B/STL. EL=PER ARCH BEAM PER STORAGE III' STRUCTURE MFG I -------------- "x6"x0'-6" PLATE W/ JOIST PER STORAGE (1)Y"x6" H.A.S. @ STRUCTURE MFG 4„(A' BEAM BEARING H MEZZ. FRAMING DETAIL s2.1 Scale: 1" =1'-0" METAL AND WOOD RID DECK PER STORAGE A.3 A.2 STRUCTURE MFG. T/ FLOOR EL.= PER ARCH A T/BEAM EL.=114'-V4" I I I I EXISTING STUDS TO REMAIN JOIST PER STORAGE STRUCTURE MFG BEAM PER STORAGE STRUCTURE MFG L6x4x5/16cLONG (LLH) G MEZZ. FRAMING DETAIL NEW @EACH NEW COLUMN A S2.jA Scale: 1" =1'-0" OUTSIDE FACE I OF CMU WALL EXISTING CMU WALL TO REMAIN STEEL COLUMN PER PLAN & GENERAL NOTES MAX OPENING OF 6-0" P//]_____L6x6x5/j6 LINTEL EXTEND 8" PAST OPENING EACH SIDE I I T/STOREFRONT F NEW OPENINGS a EXISTING EL.=110'-8" r I I EXISTING TRACK &FURRING 2.jA Scale: 1 -0" TO REMAIN FOR CONNECTION B TO NEW STOREFRONT EXISTING CMU WALL TO REMAIN TRANSOM BEAM EXISTING STEEL BEAM PER PLAN W! BOTTOM PLATE B/STEEL EL= 107' 7%' YF&6" HEADED STUDS @ 32" O.C. INTO FULLY GROUTED CELLS. B CONT. BOND BEAM W/ (2) #5 BARS IN SOLID GROUTED CELLS IF 12" CMU OR (1) #5 BAR IF 8" CMU \STRUCTURE MFG _ JOIST PER STORAGE STRUCTURE MFG COLUMN PER STORAGE STRUCTURE MFG K BARJOIST STIFFENING NEW RTUs PANEL POINTLOCATION S2.1 Scale: 1" =1'-0" CONTRACTOR TO VERIFY EXISTING CONSTRUCTION MATCHES THAT ASSUMED AND AS SHOWN IN DRAWINGS. INCLUDING JOIST SIZE AND SPACING AND REPORT ANY DESCREPANCIES TO THE ENGINEER OF RECORD PER PL 711 RTU AND CURB PER MECHANICAL I I I I SHIM BETWEEN ROOF -------------------__--- ---------------------- I DECK AND CURB. EXISTING ROOF TO REMAIN PER PLAN i TYP .,, ..,., t V—ADD JL %AY016 EXISTING BAR JOIST WELDED TO WEBS OF JOIST (REINFORCE PAST TYP UNIT PER PLAN) J NEW LIGHT GAGE INFILL AT EXISTING S2.1 Scale: 1" =1'-0" H-FRAME PER C/S0.0 ADD JL 2x2xY IF LOAD DOES NOT OCCUR AT PANEL POINT LOCATION DRILL & EPDXY #5 DOWELS 6" INTO EXISTING SLAB AT ALL VERTICAL CMU REINFORCING LOCATIONS USING HILTI HIT 150 MAX -SD ADHESIVE ANCHORING SYSTEM. ALL DOWELS SHALL BE SAME SIZE AS REINFORCING. (MIN. 30" LONG) E CMU INFILL @EXISTING S2.1 Scale: 3/4" =1'-0" CONTRACTOR TO VERIFY EXISTING CONSTRUCTION MATCHES THAT ASSUMED AND AS SHOWN IN DRAWINGS PRIOR TO ORDERING STEEL. INCLUDING JOIST SIZE AND SPACING AND REPORT ANY DISCREPANCIES TO THE ENGINEER OF RECORD WELD 6" CONT. @ EACH END OF ROD,TYP ROD EACH SIDE & BOTTOM CHORD WELD 6" CONT. @ EACH END OF ANGLE,TYP CMU WALL W/ (2) #5 BAR @ 32" :,OR8"CMU, W/(1)#5BAR @ O.C. IN SOLID GROUTED CELLS TO VERIFY CONDITION) STING SLAB & DTING TO REMAIN B BARJOIST STIFFENING G NEW RTUs S2.1 Scale: 1" € JOIST TAI—T I I I --------------- OR BEAM II I I II I I I II I II I I I I I I I II i i II I I I I I I I I NOTE: SEE FRAMING PLANS, MECH I I I I AND ARCH DWGS FOR SIZE AND I I I I I III I I I I i— LOCATION OF ROOF OPENINGS I i I I I I I III I I II I I I I I I I I I ----------- I I I II I I I I I I I L3x3x 4 FRAME AROUND I I i i I I I I I OPENING II I I I I I OPENINGI/ I I II I II I I III I i I I I III I FRAME BELOW MECH. I �I I I I EQUIPMENT CURB. I I I I I i t I BAR JOIST T BEYOND IIIII III III II L3Yx3Y4 OR L5x�x5/,6 IIIIIIII COPED OVER TOP OF JOIST IIIIII IIIII IIII FLANGE. III It --------------- BELOW ANGLE fII��IIII PLAN I I I V L3x3XY (AT ROOF OPENINGS) Y2" MAX. A %6 SECTION A -A f ��_; OPENING SIZE VARIES SEE PLAN /6 SECTION LV2x3YxYa FOR JOIST (OR BEAM) SPACING LESS THAN T-0" L5x3Y2x5/6 FOR JOIST (OR BEAM) SPACING OVER T-0" UP TO 6-0" D H-FRAME, TYP. s IA Scale: 1" =1'-0" PATCH HOLE AT LOCATIONS WHERE RTU'S HAVE BEEN REMOVED WITH NEW METAL 18 GA 1.56 DECK ATTACHMENT PER S0.0. PROVIDE L5x3Y2x5/6 AS REQ'D BETWEEN BARJOISTS TO SUPPORT DECK EDGE o A CONTRACTOR TO ANCHOR ROOF DECK TO SUPPORTS WITH HILTI X-EDN19 P.A.F. @ 6" O.C. AT PERIMETER, AT END LAP SPLICES AND AROUND ALL OPENINGS AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. C DECK PATCH, TYP. L22Scale: 1" = 1'-0" I I RTU AND CURB PER MECHANICAL I I SHIM BETWEEN ROOF ---------- DECK AND CURB. EXISTING ROOF TO REMAIN ' A USE EXISTING RTU CURB PATCH HOLE AT LOCATIONS FRAMING TO SUPPORT EDGE WHERE RTU'S HAVE BEEN IF POSSIBLE REMOVED WITH NEW METAL 18GA 1.56 DECK CONTRACTOR TO VERIFY ATTACHMENT PER S0.0. EXISTING ROOF DECK ASSUMED AS 1.5B TO REMAIN I I CONTRACTOR TO VERIFY EXISTING CONSTRUCTION MATCHES THAT ASSUMED AND AS SHOWN IN DRAWINGS PRIOR TO ORDERING STEEL. INCLUDING JOIST SIZE AND SPACING AND REPORT ANY DISCREPANCIES TO THE ENGINEER OF RECORD v I I I I I I I ADD JL 2x2xY IF LOAD DOES NOT OCCUR AT PANEL POINT LOCATION '21x10'-0" ROD PER PLAN @ TOP EACH SIDE. H-FRAME PER F/S2.1 PROVIDE L%AY06 @ EACH %6 1"MIN. TYP A MEMBER LENGTH PER PLANS. ALTERNATE BRACES @ EACH "Oxl0'-0" ROD PER PLAN SIDE OF JOIST WEBBING. @ TOP EACH SIDE. WEB STIFFENER PAST UNIT PER PLAN I I I PROVIDE ANGLE STIFFENER WHEN DISTANCE IS 4" OR GREATER FROM PANEL POINT F—------------------ TYP %6 1" MIN. AT NEW RTU LOCATIONS OR WHERE REPLACEMENT UNITS ARE HEAVIER THAN EXISTING UNITS BAR JOIST STIFFENERS ARE REQ'D A IN BARJOIST STIFFENING NEW RTUs S2.1 Scale: 1" =1'-0" I I RTU AND CURB PER MECHANICAL I SHIM BETWEEN ROOF DECK AND CURB. EXISTING ROOF TO REMAIN H-FRAME PER H/S0.0 ADD JL 2x2xYa IF LOAD DOES NOT OCCUR AT PANEL POINT LOCATION SECTION A -A 00 00 0? 0? Z aLL W o W Z m W Z J LjJ 00 n CO LLU _j F- u- H W F g z _ o Ia- J U LL Z (n z _oa 0 N In W W C (n � -owIz- r 0 F'wz Z 65� w 3 w c Lnfi 5;po.n zww 0, �ih<pY O"0zaX<sw�o ��lM <rr y@gya, 0 3W�w8:3 9w=ofr �w Nu.-, w 6 �tZWN>,�Zuw a. LO ��W��<} U) X100(no m 0.a6ica3 `,`` 1111 / 1' =Q : No PE00061982 STATE OF ; 44jz OROOP•G��: i�* I Alfil >0 N� L.L Q W 0 JLL F ._I 0 0" 001 >M F-- J r M WJaCQ 1■1■1 � Q W I rrnn 0 V CO0 w CO Pit.. z W 0 ISSUE BLOCK CHECKED BY. ARM, BSW DRAWN BY: MRH L LE NAME: S2-1-ZEPHYRHILLS-FL-DTL OCUMENT DATE: 08-09-13 DETAILS SHEET: S2.1 Y " C 0 Q 0 o�: a E_ m a m I L u7 T� O n N N I o j __1 on >E QD cn a � Q V) Q� J E U) a) 0, C C cn ° o � m� Q �Q) Q N � o o r� Q 03 O N � 0_D T `o o � �o z nr j PLUMBING SYMBOLS DOMESTIC COLD WATER (CW) DOMESTIC HOT WATER (HW) HOT WATER RECIRCULATION (HWR) SS SANITARY SEWER (SS) GW GREASE WASTE (GW) CD CONDENSATE (CD) V PLUMBING VENT (V) G NATURAL GAS (G) ST STORM PIPING (ST) �a SHUT OFF VALVE (SOV) SHUT OFF VALVE IN RISE RISE AND FALL IN PIPE NEW FLOOR CLEANOUT (FCO) ' EXISTING FLOOR CLEANOUT (FCO) EXISTING ITEMS TO BE REMOVED OR RELOCATED (SHOWN HATCHED AND NOTED) FLOOR DRAIN ❑O FLOOR SINK (FS) CONNECT TO EXISTING RD ROOF DRAIN ORD OVERFLOW ROOF DRAIN YCO YARD CLEANOUT 2WCO - TWO-WAY CLEANOUT �I WCO WALL CLEANOUT �}FPWH FREEZE PROOF WALL HYDRANT HB HOSE BIB RPZ BACKFLOW PREVENTER PRESSURE REDUCING VALVE GATE VALVE -ijF- BALL VALVE �QF - PLUG VALVE -1`_�J- CHECK VALVE ��] T & P RELIEF VALVE Q WATER HAMMER ARRESTOR GAS PRESSURE REULATOR UNION X DETAIL NUMBER XX SHEET NUMBER AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR DEMO DEMOLISH AND REMOVE FROM PREMISES ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER FD FLOOR DRAIN FS FLOOR SINK FPWH FREEZE PROOF WALL HYDRANT MHB MIXING HOSE BIBB 1. E. INVERT ELEVATION HB HOSE BIBB MS MOP SINK UR URINAL VBF VENT BELOW FLOOR VBG VENT BELOW GRADE VTR VENT THRU ROOF WC WATER CLOSET WH WATER HEATER C�7 GENERAL NOTES 1. NOTES APPLY TO ALL PLUMBING SHEETS. 2. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION, IN ALL RESPECTS READY FOR INTENDED USE, AND IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. OBTAIN AND PAY FOR ALL PERMITS REQUIRED BY THIS WORK. 3. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING THROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS AS THEY RELATE TO THIS WORK. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO LACK OF THIS KNOWLEDGE. 4. REFER TO RISER DIAGRAMS AND PLUMBING FIXTURE SCHEDULE FOR ALL PIPING AND PIPE SIZES NOT SHOWN ON PLAN. 5. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER SMACNA PUBLISHED SEISMIC DETAILS, LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON DETAIL SUBMITTED FOR PERMITTING. 6. SANITARY AND STORM SEWER PIPING SHOWN IS BASED ON 1 /4" PER FOOT FALL FOR ALL PIPE SMALLER THAN 4" DIAMETER AND 1/8" PER FOOT FALL FOR PIPE 4" DIAMETER AND LARGER. 7. ALL SEWER PIPING BELOW SLAB TO BE 2" DIAMETER MINIMUM. 8. PROVIDE ACCESS DOORS TO ALL CONCEALED VALVES AND CLEAN -OUTS THAT ARE NOT LOCATED ABOVE AN ACCESSIBLE CEILING. 9. PROVIDE TRAP SEAL PRIMERS OR TRAP GUARDS AS SHOWN OR AS REQUIRED BY AHJ. 10. INSTALL VTR'S, EXHAUST FANS, AND FLUES A MINIMUM 5'-0" FROM PARAPET OR OUTSIDE WALL AND 10'-0" MINIMUM FROM EQUIPMENT WITH OUTSIDE AIR INTAKE. 11. INSULATION ON HOT AND COLD WATER, ROOF DRAIN BODIES, AND HORIZONTAL ROOF DRAIN PIPES. 12. INSTALL WATER PIPE ON INSIDE OF EXTERIOR WALL INSULATION TO PREVENT FREEZING. 13. FIELD ADJUST WATER CLOSET FLUSHING MECHANISM FOR PROPER FLUSHING OPERATION. 14. PROVIDE FIRE SEAL WHERE PIPES PENETRATE FIRE RATED ASSEMBLY. 15. FIELD VERIFY LOCATION AND SIZE OF ALL EXISTING PIPING THAT IS BEING CONNECTED TO OR MODIFIED. 16. PROVIDE TYPE "L" HARD DRAWN COPPER WATER PIPE ABOVE GRADE. PROVIDE TYPE "K" HARD DRAWN COPPER WATER PIPE BELOW GRADE. 17. ALL EXISTING SANITARY AND POTABLE WATER LINES SHOWN HAVE BEEN LOCATED USING EXISTING BUILDING PLANS. THE INSTALLING CONTRACTOR SHALL FIELD VERIFY SANITARY AND WATER LINE LOCATIONS, ROUTING, AND SIZES BEFORE AND INSTALLATION. 18. FIRE PROTECTION DESIGN IS NOT PART OF THESE DESIGN DOCUMENTS. FIRE PROTECTION DESIGN DRAWINGS SHALL BE PREPARED BY THE FIRE PROTECTION CONTRACTOR AND SUBMITTED FOR REVIEW AND APPROVAL AT THAT TIME. 19. CONTRACTOR TO MAINTAIN A CLEAN WORK ENVIRONMENT AND REMOVE TRASH AND DEBRIS FROM WORK AREA DAILY. ANY CHARGES FOR CLEAN UP CREATED DUE TO NEGLIGENCE WILL BE WITHHELD FROM CONTRACTOR'S RETAINAGE, NO EXCEPTIONS. 20. AS -BUILT DRAWINGS SHALL BE SUBMITTED, BY THE CONTRACTOR, TO HOBBY LOBBY SUPERINTENDENT AT THE COMPLETION OF THE JOB. 21. ALL FIXTURES, PIPING, VALVES, ETC ARE NEW UNLESS DENOTED AS EXISTING. 5.6 5.2 0 NEW 4" VTR REF 1 /P1.1 FOR 2"CW ETR. CONTINUATION. REF 1 /P1.0 FOR 2" CW CONTINUATION ETR F CAP NEW 1-1 /4"CW ELECTRICAL ROOM 1-1/4" CW 115 ETR NEW 1-1/4"CW. DOWN THRU MEZZANINE, REF 2/P1.1 FOR 1-1/4" CW /-NEW 3/4"CW CONTINUATION ETR .. _ 1-1 CW ETR. REF 1 /P1.0 FOR CONTINUATION SH_ _. VALVE (TYP) NEW 3/4"CW. MOUNT HOSE BIB CLOSE TO ROOF HATCH TIGHT TO STRUCTURE. 0 ELECTRICAL MEZZANINE 115 PLUMBING PLAN- 1/8"=l'-C)" REMOVE AND FILL EXISTING GREASE TRAP. RECONNECT SANITARY SEWER AS REQUIRED. FIELD VERIFY EXISTING CONDITIONS. L ___J OA A.2 3'-6" z Q z w F- z w U Q D Q ( 6 ) 5.8 5.6 5.2 O5 4.6 4 ) ol 14'-8" 6'-4" 21'-0" 8'-112" 12'-4" 20'-8" RECEIVING AREA 114 JANITOR CLOSET 108 ---------------------------------------------1 WOMEN'S MEN'S - - RESTROOM RESTROOM GAP 1 105 104 2" CW ETR 1-----------------------------------------------�1 STAGING NEW -{ REF 1/P1S1 FOR i 2"CW ETR. AREA CONTINUATION I i REF 2/P1.0 FOR 113 CONTINUATION I 6 1 2 P2.0 P1.1 P1.1 P7 \ 1 4"SS 1 �--------------------------\------------- I 1-1/4"CW ETR. J REF 2/P1.0 FOR 2 CONTINUATION P1.0 MEZZANINE ABOVE I NEW 4" SANITARY SEWER. TIE 1-1/4" CW INTO EXISTING SANITARY SEWER ETR SERVICE. FIELD VERIFY EXACT TIE IN LOCATION PRIOR TO STARTING ANY WORK IN THIS AREA. REF 1/P1.1 FOR CONTINUATION. I I I I I I I I I I I 1-1/4" CW ETR I I I I I I I I NEW 2" SANITARY SEINER. TIE INTO EXISTING SANITARY SEWER -1-1/4" CW SERVICE. FIELD VERIFY EXACT TIE ETR IN LOCATION PRIOR TO STARTING NEW 1 /2"CW ANY WORK IN THIS AREA. REF 3/P1.1 FOR CONTINUATION. �r- - - - - z - - - - - - � NEW 1/2"CW NEW 1 /2"CW. f q- REF 3/P1.1 FOR CONTINUATION i 3 3/4" CW P1.1 ETR 2"SS ------ --11 � I I Y � 1 1 I 6 i E P2.0 P7 V 2"SS. 3/P1.1 FOR 4TINUATION 1 1 1 1 l 1 STRUCTIONAL AREA 103 26'-9" 13'-0" 'I 7 6.9 08 5.4 5.3 08 31'-3" REMOVE PLUMBING FIXTURES AND ASSOCIATED PIPING FROM HOBBY LOBBY SPACE (HOT WATER, COLD WATER, ABOVE SLAB WASTE, AND VENT) NOT BEING REUSED TO BEHIND REMAINING SURFACES OR ACTIVE MAINS AS NOTED AND CAP. CAP UNDER SLAB WASTE PIPING A MINIMUM OF 8" BELOW FINISHED FLOOR. IT IS NOT REQUIRED TO DEMO UNDER SLAB WASTE PIPING BACK TO ACTIVE MAIN. BEFORE STARTING ANY WORK IN THESE AREAS, CONTRACTOR SHALL FIELD VERIFY EXACT TIE IN LOCATION OF SANITARY LINE. CONTRACTOR SHALL VERIFY CONNECTION POINT INVERT TO ALLOW PROPER COVER AND SLOPE OF NEW SANITARY LINES AND CONNECTION. FIELD VERIFY EXISTING CONDITIONS FOR SANITARY AND DOMESTIC WATER PIPING. REUSE EXISTING PIPING AS ALLOWABLE BY EXISTING CONDITIONS. SALES FLOOR 101 VESTIBULE 116 FRAME 1 CAP 2" cw ROOM ETR 102 CASH OFFICE 111 14'-3" 16'-0" 20'-7" 11'-4" 226'-62" 0 3.5 0 2.4 PLUMBING PLAN do 1 3/32"=1'-C" ti SIN I 4 r_ EXISTING WATER -2"CW ETR. P1.1 N SERVICE UP THRU REF 4/P1.1 FOR SLAB. REF ARCH CONTINUATION FOR ADDITIONAL INFORMATION. SPRINKLER ROOM 0 G �r-------------�� I � - - - - CAi 1 :>C1wJ 2" CW 1 1 ETR ETR I I I l---------------- EMPLOYEE 1� 2"CW ETR. LOUNGE REF 4/P1.1 FOR 107 CONTINUATION NEW 2"SS. 1 1�---->t_ REF 4/P1.1 FOR CONTINUATION I i 2" CW o ETR I CAP I 2"SS 2" CW ETR i CAP I 0) G) I � 1" CW ETR I I I I I z w CAP w U Q 1" CW Q ETR CAP I I 1" CW� ETR CAP o I 1" CW ETR }� M CAP J I I I I I 3/4" CW� ETR I I I I � i I � Ln I I I I I J MANAGER'S OFFICE ETRH 110 21'-1" 26'-9" (DO O RE\RE OVE AND FILL EXISTING TRAP. RECONNECT Y SEWER AS D. FIELD VERIFY CONDITIONS. CAP 4" GREASE WASTE NOT BEING USED. E.3 CAP 6" FOOD WASTE NOT BEING USED. _4"SS ETR. NEW 2" SANITARY SEWER. TIE INTO EXISTING SANITARY SEWER SERVICE. FIELD VERIFY EXACT TIE IN LOCATION PRIOR TO STARTING ANY WORK IN THIS AREA. REF 4/P1.1 FOR CONTINUATION. O C�7 p+enbz hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 o z w w 0~z'w ' a0 U) Ow N Z En wLwj OZ (if U ~= Q � �� ~-11±! a�U000- or Q a H~ 0 QJ -. 6 0= Z Q N W CL wF �Zaaw Ujwuc)z F a�QrQo�z��ajoMo J VAO, Mwa3 X 2 N2.Q> U �wo'�wo�oowC,z, < Z(n Zmo�n000�zz Q Z�Jwpw2 �0zo a _d o T U r - Z O U w W ()d' w V W 0 w mwOKwwZzwp] �_ Ox� wa w > �wazrtowwooc�ao> Ln = N W 0 0 0 w o W w w Z K� a fn r7)N000nwDUaawodM >M 0 Q ~ JO J ��LL 0 0 m J_ Of J = w Q� r- = o I tl W CM N c� 0 I� w GQ Mr z 0 ISSUE BLOCK CHECKED BY: TES DRAWN BY: BEH FILE NAME: P1.0 DOCUMENT DATE: 08-09-13 68108ll3 PLUMBING PLAN SHEET: p 1 0 1" 11 fr k ; t I M REF DETAIL 4/P2.0 (TYP) G� P13 � 12. SHUTOFF VALVE 11. WHA (TYP) REF DETAIL 2/P2.0 2 �I2 cv1 (TYP) c P12'- FT�' P 8 2' N I 3"VTR \ J ROUTE 3" VENT TO ROOF THRU MEZZANINE. P8 MAINTAIN MINIMUM OF 10'-0" CLEARANCE I FROM EQUIPMENT WITH P7 OUTSIDE AIR INTAKE. NEW 2" SANITARY SEWER. TIE INTO EXISTING SANITARY SEWER REF DETAIL SERVICE. FIELD VERIFY EXACT TIE 6/P2.0 \ IN LOCATION PRIOR TO STARTING ANY WORK IN THIS AREA. (TYP) BEFORE STARTING ANY WORK IN THESE AREAS, CONTRACTOR SHALL FIELD VERIFY EXACT TIE IN LOCATION OF SANITARY LINE. CONTRACTOR SHALL VERIFY CONNECTION POINT INVERT TO ALLOW PROPER COVER AND SLOPE OF NEW SANITARY LINES AND CONNECTION. EMPLOYEE LOUNGE DMV AND WATER RISER NTS � G\� I JSHUTOFF N VALVE N P13 (TYP) w �2 WHA G� N REF DETAIL v 2/P2.0 REF DETAIL (TYP) 4/P2.0 S1 1 G v =� ��P1 (TYP} ,� G � c� � \I \ � (� N 1 U ri P4 P2 /2.c [ Pp P3 i G/ P6 .00 � P13 TRAP GV� 1/2"HW G� � N � PRIMER N �` 1 N 7 1"CW P13 1� i P5 /� N N Is �� 7�7/\ P5 // �cli G IN = C P4 P10 P4 G P13 d� ` I P2 P2 TRAP[, P11 G� =1 �I P6 PRIMER / „��1 N c�1 l TRAP REF DETAIL � �I \ ` PRIMER 5/P2.0 P2 7 G� 1 /2"H W P4 /2iy� 12 1 P133: 1= P1 1= N N 1 �v 1P4 -4 P4 rcz"%\j_RES.TR.0OM.WATER RISER. SHUTOFF VALVE (TYP) 7, I I C� FTR REF DETAIL 4/P2.0 (TYP) 72\ P13 WHA 7/2.0 ` REF DETAIL 6�= 2/P2.0 N 1 (TYP) P12 ; `- P8 3"VTR NEW 2" SANITARY SEWER. TIE J INTO EXISTING SANITARY SEWER -ROUTE 3" VENT TO SERVICE, FIELD VERIFY EXACT TIE ROOF. MAINTAIN IN LOCATION PRIOR TO STARTING MINIMUM OF 10'-0" r( ANY WORK IN THIS AREA. CLEARANCE FROM N EQUIPMENT WITH OUTSIDE AIR INTAKE. P8 2" 2. P7 REF DETAIL 6/P2.0 (TYP) BEFORE STARTING ANY WORK IN THESE AREAS, CONTRACTOR SHALL FIELD VERIFY EXACT TIE IN LOCATION OF SANITARY LINE. CONTRACTOR SHALL VERIFY CONNECTION POINT INVERT TO ALLOW PROPER COVER AND SLOPE OF NEW SANITARY LINES AND CONNECTION. INSTRUCTIONAL AREA DMV AND WATER RISER NTS 4"VTR L ROUTE 4" VENT TO ROOF THRU MEZZANINE. MAINTAIN MINIMUM OF 10'-0" CLEARANCE FROM EQUIPMENT WITH OUTSIDE AIR INTAKE. / NI P4 P7 be Pi / \ I P3 \ P2 /\ I P3 0 \ P6 2\ / N REF DETAIL NI 1/P2.0 (TYP) � I I P4 P7 2/1I2 P7 / P5 i P5 P4 ti 2" \N I �' P7 P10 sc� 2 I N NI I \ P2 P6 / j Pz REF DETAIL 6/P2.0 P4 N \ N o (TYP) ik P 6 P2 N P7 4„ t' P4�p7 NEW 4" SANITARY SEWER. TIE P1 / INTO EXISTING SANITARY SEWER P4 SERVICE. FIELD VERIFY EXACT TIE IN LOCATION PRIOR TO STARTING I P7 BEFORE STARTING ANY WORK IN THESE AREAS, CONTRACTOR SHALL FIELD VERIFY EXACT TIE IN LOCATION OF SANITARY LINE. CONTRACTOR SHALL VERIFY CONNECTION POINT INVERT TO ALLOW PROPER COVER AND SLOPE OF NEW SANITARY LINES AND CONNECTION. :i�91 ZWEP■1]Lml N &10; � / NTS NTS NEW 1 /2"CW. REF 1 /P1.0 FOR SEE DETAIL 7-P1.1 CONTINUATION FOR ISOMETRIC RISER. MOUNT INSTANTANEOUS WH UNDER COUNTER ON WALL. ROUTE 1/2" HW TO NEW SINKS IN WALL. INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE AS REQUIRED. -1 /2"CW DOWN TO P12 '-1/2"HW IN WALL TO P8 "-1 /2"CW DOWN TO P8 NEW 3" RECONNECT OR CONNECT TO EXISTING WASTE VTR LINE AS NOTED ON PLAN OF EQUAL OR LARGER SIZE FOR APPLICABLE FIXTURES. FIELD VERIFY SIZE, LOCATION, INVERT ELEVATION, AND FLOW DIRECTION. 1 /2"CW NEW 2"SS LINE. P1 REF 1 /P1.0 FOR CONTINUATION - P8 1 /2"CW 2"SS INSTRUCTIONAL AREA 103 REMOVE PLUMBING FIXTURES AND ASSOCIATED PIPING FROM HOBBY LOBBY SPACE (HOT WATER, COLD WATER, ABOVE SLAB WASTE, AND VENT) NOT BEING REUSED TO BEHIND REMAINING SURFACES OR ACTIVE MAINS AS NOTED AND CAP. CAP UNDER SLAB WASTE PIPING A MINIMUM OF 8" BELOW FINISHED FLOOR. IT IS NOT REQUIRED TO DEMO UNDER SLAB WASTE PIPING BACK TO ACTIVE MAIN. INSTRUCTIONAL AREA PLUMBING PLAN 1 /2 CW DOWN TO P1 (TYP OF 2) ANY WORK IN THIS AREA. REMOVE PLUMBING FIXTURES AND ASSOCIATED PIPING FROM HOBBY LOBBY SPACE (HOT WATER, COLD WATER, ABOVE SLAB WASTE, AND RECONNECT OR CONNECT TO EXISTING WATER VENT) NOT BEING REUSED TO BEHIND PIPING AS NOTED ON PLAN OF EQUAL OR REMAINING SURFACES OR ACTIVE MAINS AS LARGER SIZE FOR APPLICABLE FIXTURES. FIELD NOTED AND CAP. CAP UNDER SLAB WASTE VERIFY SIZE, LOCATION, INVERT ELEVATION, PIPING A MINIMUM OF 8" BELOW FINISHED AND FLOW DIRECTION. SEE DETAIL 6-P1.1 FLOOR. IT IS NOT REQUIRED TO DEMO UNDER FOR ISOMETRIC RISER. SLAB WASTE PIPING BACK TO ACTIVE MAIN. 1/2"CW DOWN TO TRAP PRIMER VALVE LOCATED 12" AFF. PROVIDE 1/2"CW DOWN JANITOR HINGED ACCESS DOOR FOR TRAP 1/2"CW DOWN TO P10 CLOSET 3/4"CW DOWN PRIMER MAINTENANCE. TO P2 1/2"HW DOWN 108 TO P3 REF DETAIL 7/P2.0 (TYP OF 4) TO P10 (TYP OF 2) (TYP 3) 1 /2"CW 1 /2"CW 3/4"CW 3/4"CW 1 "CW 1 "CW 1 "CW 1 "CW 3/4"CW l I I � 1 /4"CW 1 P6 C� _ _1 1/2„HW P3 P3 p6 TI 1 P4 �P610 Ilf P5 O 1 /2"CW ' P4 P1 %�1 P2 P2 P2 1 TOP5 DOWN P2 I P1 1/2"HWJ ' 1/2"CW pJ �1"CW P5 t (TYP OF 2) f I REF DETAIL-// 1�.--1 "HW 1-1 /4"CW 1 /2"HW 1/2"HW 5/P2.0 1-1/4"CW 1/2"HW MEN'S WOMENS __1_ ___ ____ J �ESTROOIvI r 10� f�ES RwM 1/2"CW „ 7 1/2"CW 1-1 4 C05 P4 I P43/4 HW 1/2„CW 3/4"HW P4 1 / „CW t Ut Ut �1P4 V V P UTT 1 /2"HW DOWN J 1 /2"CW DOWN 1-1 /4"CW UP THRU TO P4 TO P4 MEZZANINE. (TYP OF 6) (TYP OF 6) REF 2/P1.0 FOR CONTINUATION. RESTROOM WATER PLAN SEE DETAIL 8-P1.1 FOR ISOMETRIC RISER. REF DETt SHUTOFF VALVE 6/P2.0 (TYP) TYP) „ � J EXISTING 2 CW. 2 CW REF 1 /P1.0 FOR ETR MOUNT INSTANTANEOUS WH UNDER COUNTER ON WALL. ROUTE 1 /2" HW TO NEW SINKS IN WALL. INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE AS REQUIRED. 1 /2"CW DOWN TO P12 RECONNECT OR CONNECT TO EXISTING WASTE 1/2"HW IN WALL LINE AS NOTED ON PLAN OF EQUAL OR TO P8 LARGER SIZE FOR APPLICABLE FIXTURES. FIELD CONTINUATION `� �1/2"CW DOWN VERIFY SIZE, LOCATION, INVERT ELEVATION, EMPLOYEE TOP8AND FLOW DIRECTION. LOUNGE NEW 3" NEW 3"2"V VTR UP THRU VTRMEZZANINE SS 2CW/W ETR REMOVE PLUMBING FIXTURES AND ASSOCIATED PIPING FROM HOBBY LOBBY SPACE (HOT WATER, COLD WATER, ABOVE SLAB WASTE, AND VENT) NOT BEING REUSED TO BEHIND REMAINING SURFACES OR ACTIVE MAINS AS NOTED AND CAP. CAP UNDER SLAB WASTE PIPING A MINIMUM OF 8" BELOW FINISHED FLOOR. IT IS NOT REQUIRED TO DEMO UNDER SLAB WASTE PIPING BACK TO ACTIVE MAIN. EXISTING 2"CW.--Jr` J-"---NEW 2"SS LINE. REF 1 /P1.0 FOR REF 1 /P1.0 FOR CONTINUATION CONTINUATION EMPLOYEE LOUNGE PLUMBING PL 1 /4"=1'-0" REMOVE PLUMBING FIXTURES AND ASSOCIATED PIPING FROM HOBBY LOBBY SPACE (HOT WATER, COLD WATER, ABOVE SLAB WASTE, AND VENT) NOT BEING REUSED TO BEHIND REMAINING SURFACES OR ACTIVE MAINS AS NOTED AND CAP. CAP UNDER SLAB WASTE PIPING A MINIMUM OF 8" BELOW FINISHED FLOOR. IT IS NOT REQUIRED TO DEMO UNDER SLAB WASTE PIPING BACK TO ACTIVE MAIN. 4"SS � 4"SS - -0 - P7 T�T P4 P6 P1 P2 P2 WOMEN'S REF DETAIL 5/P2.0 RESTROOM ROUTE T&P RELIEF 105 TO FLOOR DRAIN P4 P4 3"SS P7 JANITOR CLOSET NEW 4" VTR UP THRU MEZZANINE. REF 2/P1.0 FOR CONTINUATION. 4"SS 4"SS 4"SS rP7 P7 P3 P3 P6 t P4 P5 2"SS P2 P1 P5 PI REF DETAIL 1 /P2.0 4"SS (TYP) SEE DETAIL 5-P1.1 MEWS FOR ISOMETRIC RISER. RESTROOM 3"SS P4 P4 104 P7 k RECONNECT OR CONNECT TO EXISTING WASTE LINE AS NOTED ON PLAN OF EQUAL OR NEW 4"SS LINE. LARGER SIZE FOR APPLICABLE FIXTURES. FIELD REF 1/P1.0 FOR VERIFY SIZE, LOCATION, INVERT ELEVATION, CONTINUATION AND FLOW DIRECTION. RESTROOM WASTE AND VENT PLAN p+enb2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w or oozes �oaz_ao oZwF zW��=a3 W o rtntW aSo40 � Ll 'W zwWC)zo Qa~�aaow=zaNw a �o C) a�ordorz�Fa�o=o ��o�www`rQn��wciOa'wwX'rwNpj'. oQ> zQwoo0'w0'O zaz�o�oo a0zz ui Qao`�owpnQJ Q xoaz-o zrwac�r n o m w o m w o ffi w w w z w m Nw=azPaowLooC5ao> 0 Q >� ~ JO U- =)U 00J m i Uj J= W = o Mw N --2 ti Mr z 0 ISSUE BLOCK CHECKED BY: TES DRAWN BY: BEH FILE NAME: P1.1 DOCUMENT DATE: 08-09-13 ENLARGED PLUMBING PLANS SHEET: p 1 1 �v 1 /4"=1'-O" 1 /4=1'-O" C O Q_ E a � = U C O a o a m I .. w � I m n T C_ Q) N N I 0 0- N � °' U) o� w > E Q � CO n Cn Q) E CC- Q C C c / o cn _ _ C_ T m L Q Q N 0 o N 0 00 o � w -D � 0 z; PLUMBING FIXTURE SCHEDULE N0. FIXTURE C.W. H.W. WASTE TRAP VENT DESCRIPTION AMERICAN STANDARD, CHAMPION 4 RIGHT HEIGHT #4266.014 (TANK) #3225.016 P1 A.D.A. WATER CLOSET 1/2" - 4,> _ 2» (BOWL), WHITE, CHURCH ELONGATED OPEN FRONT SEAT WITHOUT PLASTIC COVER. FURNISHED BY HOBBY LOBBY AND INSTALLED BY CONTRACTOR. AMERICAN STANDARD, CHAMPION 4 #4266.014 (TANK) #3121.016 (BOWL), P2 WATER CLOSET 1/2" - 4" - 2" WHITE, CHURCH ELONGATED OPEN FRONT SEAT WITHOUT PLASTIC COVER. FURNISHED BY HOBBY LOBBY AND INSTALLED BY CONTRACTOR. CRANE, CROMWELL #7397 WALL HUNG URINAL, ZERN, AQUAFLUSH P3 URINAL 3/4" - 2" - 1-1 /2" #Z-6003-WS1, INCLUDES CONCEALED HANGER AND SUPPORTING BOLTS. FURNISHED BY HOBBY LOBBY AND INSTALLED BY CONTRACTOR. AMERICAN STANDARD, LUCERNE NO. 0355.012 "WHITE" WALL MOUNT, WITH DELTA NO. SINGLE LEVER HANDLE FAUCET NO LIFT ROD HOLE, # hole #501-DST CHROME WITH 0.5 G.P.M. FLOW DEVICE AND MIFAB MC-41 P4 LAVATORY 1/2" 1/2" 1-1/2" 1-1/4" 1-1/2" CONCEALED ARM CARRIER AND STOPS WITH BRASS STEMS. MCGUIRE 1-1 /4" PRE -WRAPPED DRAIN ASSEMBLY, 17 GA. P-TRAP AND WALL BEND, SUPPLY RISER TUBE COVER, WHEEL HANDLE COVER, AND SUPPLY COVER. COLOR BY ARCHITECT. FURNISHED BY HOBBY LOBBY AND INSTALLED BY CONTRACTOR. P5 A.D.A. WATER COOLER 1/2" - 2" 1-1/4" 1-1/2" OASIS MODEL # P8AC FURNISHED BY HOBBY LOBBY AND INSTALLED BY CONTRACTOR.. P6 FLOOR DRAIN 1/2" - 3" 3" 2" JOSAM SERIES NO. 30000-A FURNISH WITH TRAP PRIMER CONNECTION. FLOOR CLEAN OUTS SHALL BE ZURN MODEL ZB-1400-BP "LEVEL-TROL" ADJUSTABLE FLOOR CLEAN OUT, CLEAN OUT SIZE SHALL MATCH LINE SIZE. PROVIDE ACCESSORIES SUCH AS CARPET MARKER OR TILE RECESS AS REQUIRED TO MATCH FLOOR FINISH. WALL CLEAN OUTS SHALL BE EQUAL TO P7 CLEAN OUTS - - - - - ZURN MODEL Z-1441 WALL CLEAN OUT WITH CAST IRON BODY, ABS PLUG AND STAINLESS STEEL ACCESS COVER WITH SECURING SCREW. CLEAN OUT SIZE SHAL MATCH LINE SIZE. EXTERIOR CLEAN OUTS SHALL BE EQUAL TO ZURN MODEL Z-1400-BP-HD "LEVEL-TROL" ADJUSTABLE FLOOR CLEAN OUT. CLEAN OUT SIZE SHALL MATCH LINE SIZE. ELKAY SPECIFICATIONS MODEL PSRQ2219 22"x19" SINGLE BOWL SELF -RIMMING KITCHEN SINK 20-GAUGE STAINLESS STEEL (DRAIN HOLE CENTERED), WITH THREE HOLE FAUCET PUNCHING, FULLY UNDERCOATED SOUND -ABSORBING SYSTEM, DELTA NO. 100-DST SINGLE HANDLE KITCHEN SINK FAUCET WITH P8 KITCHEN SINK 1/2" 1/2" 2" 1-1/4" 1-1/2" 8-11 /16" SWING SPOUT FURNISHED BY HOBBY LOBBY AND INSTALLED BY CONTRACTOR, ELKAY MODEL LK94 SINK STRAINER WITH 1-1 /2"x4" TAILPIECE, POLISHED CHROME: MCQUIRE STANDARD SERIES STOPS WITH BRASS STEMS. PROVIDE PRE -WRAPPED DRAIN AND SUPPLIES UNDER SINK FOR HANDICAPPED PROTECTION. P9 HOSE BIB 3/4" - _ _ _ T&S BRASS MODEL B736-POL, BRONZE BODY WITH VANDAL -RESISTANT HANDLE AND INTEGRAL VACUUM BREAKER. EQUAL TO FLORESTONE NO. MSR-2424 FLOOR MOUNT; NO. MR-371 FAUCET P10 SERVICE SINK 1/2" 1/2" 3" 3" 2" WITH VACUUM BREAKER, DOUBLE STOPS AND BUCKET HOOK WITH BRACE; NO. MR-370 HOSE AND CLAMP; NO. MR-372 MOP HANGER; NO. MR-373 STAINLESS STEEL RIM GUARD; AND NO. MR-377 WALL GUARD PANELS. ELECTRIC WATER HEATER A.O. SMITH PROMAX MODEL ECT-40 WATER HEATER, 40 GALLON TANK, 4500 WATT ELEMENTS, MINIMUM 6 YEAR WARRANTY, 208V/1 PH/60HZ. FURNISH WITH WATTS VACUUM RELIEF VALVE ON COLD WATER P11 ELECTRIC WATER HEATER 1" 1" - - - RISER. PROVIDE SAFETY DRAIN PAN AND DRAIN LINE. FURNISH WITH HEAT TRAPS ON INLET AND OUTLET. PROVIDE EXPANSION TANK, 5 GALLON CAPACITY, 55 PSI PRE -CHARGE. EQUAL TO WESSELS MODEL TTA12. APPROVED EQUALS ARE STATE, RHEEM, AND LOCHINVAR. ELECTRIC INSTANTANEOUS WATER HEATER MOUNTED UNDER COUNTER, P12 ELECTRIC INSTANTANEOUS 1/2" 1 /27' - _ _ A.O.SMITH MODEL EJC-2, 2.5 GALLON, 1500 WATT ELEMENTS, MINIMUM 6 YEAR WATER HEATER WARRANTY, 120V/1 PH/60HZ. FURNISH WITH WATTS VACUUM RELIEF VALVE ON COLD WATER RISER. FURNISH WITH HEAT TRAPS ON INLET AND OUTLET. CONFORM TO PDI WH-201, ANSI A112.26.1M, ASSE1010. JOSAM SERIES P13 WATER HAMMER ARRESTOR - - _ _ - 75000-S. HANGE LOCKII SUPPC HEAVY [ STEEL C PIPE NOTE: PROVIDE A 16 GA. ZINC COATED SHEET STEEL SADDLE 8" LONG MINIMUM UNDER PVC PIPE. ,NGER ROD CKING NUT PPORT NUT 'E ;ULATION GA. ZINC COATED SHEET CLEVIS HANGER, SINGLE STEEL SADDLE 8" LONG MINIMUM. HORIZONTAL RUNS WITH INSULATION. PIPE SUPPORT DETAIL NTS GRADE OR FLOOR SLAB a — TRENCH AND BACKFILL PLASTIC O PER SPECS. LINE MARKER /EIIILD[ING PIPE WARNING FOOTING \ TAPE OR FOUNDATION (EXTERIOR BEWARE OF UNDERMINING BUILDING TO \ FOUNDATIONS. VERIFY WITH THE BUILDING.) ARCHITECT HOW CLOSE YOU MAY \ TRENCH TO THE FOUNDATIONS. PIPE PARALLEL TO FOOTING CONCRETE FLOOR SLAB GRADE, PAVING, OR FLOOR. ° PROVIDE CAST IRON SLEEVE FOR NO PIPE SHALL ALL FOUNDATION WALL PASS THROUGH PENETRATIONS. FOOTING PAD. VERIFY WITH ARCHITECT WHAT PLUMBING °. MIN. TO DO IF PIPE MUST PASS CONTRACTOR IS ° BELOW FOUNDATION FOOTING RESPONSIBLE 12 PAD. DO NOT TRENCH UNDER FOR LOCATION MIN. a DRIP LINE OF TREES. AND ELEVATION OF SLEEVES. 6" ° MIN. TRANSVERSE TO FOOTING VERIFY EXCAVATION CONDITIONS (SOIL/ROCK) WITH GEOTECHNICAL REPORT AND/OR SITE INVESTIGATION. REFER TO SPECS FOR OTHER CONDITIONS. PIPE AND TRENCH LOCATION NTS CONCRETE SURFACE OR FLOOR COVERING AS REQUIRED CLEANOUT COVER CSK SCREW CLEANOUT PLUG i /_ /- FINISHED FLOOR �y CAULKING FERRULE WASTE LINE LENGTH TO SUIT - FLOOR CLE, NTS WASTE LINE ANOUT-FINISHED ROOMS WATER HAMMER ARRESTER WATER HAMMER ARRESTOR IN -LINE NTS CHI IT(1CC \/AI \/C QAI I \/AI \/C PRECISION PLUMBING PRODUCTS MODEL PR-500 TRAP PRIMER VALVE. DISTRIBUTION UNIT AS REQUIRED FOR SERVING MULTIPLE TRAPS. CONNECT TRAP PRIMER VALVE. 1/2" SOFT COPPER PRIMER LINES. 3" DEEP SEAL TRAP PRIMER PIPING CONCEALED IN WALL. HINGED ACCESS DOOR TO OTHER FLOOR DRAINS FLOOR DRAIN FLOOR PTO SANITARY SEWER TRAP PRIMER DETAIL NTS HW SUPPLY TO SYSTEM REF PLAN CW SUPPLY TO WATER HEATER REF PLAN i i I � i I � i BALL VALVE TYP I i i EXPANSION TANK 1 REF SCHEDULE F--, i I � i i 1 � DIELECTRIC UNION TYP PROVIDE 4" CONCRETE WATER T & P RELIEF � HOUSEKEEPING PAD HEATER I PIPE FULL SIZE - WITH AIR GAP TO _ FLOOR DRAIN i WATER HEATER 5 NTS MAY WAST FOR WALL REF. ARCI C.I. CLI WA LENGT =ANOUT JG COUNTERSUNK SCREW ,OLISHED S.S. ,CCESS COVER /0" BEND AND END LINE CLEANOUT WASTE LINE WALL CLEANOUT-FINISHED ROOMS NTS p+enb2 hitecture gineering 710 West Roselown Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w WL,o w N -Zw <z d G Nz�F= �w�~=Q3 W o NLW a�c��� > O ch:w w w W O G �Q S~GQ�Ow~Z anwiw Lj� �� r- OQ- OwInUOZ�r - w 3Z a �WNo O ago c6, 0�MaU �o Q NUKE wN wGno N�Qtn0Y w-M a O =OD ZC Q�Z Q_j Cr Fcozw,x w Omw0OggO Uj a Uj CL Uj w w wZ w ao �waz <�OwGjwwzww< Cn �DN�ovGn�O�ddwod� Q Q � o I— — w J ��� JO 00U) WQ}� W �M N o C\2 0 ti z 0 ISSUE BLOCK LL��] CHECKED BY: TES DRAWN BY: BEH FILE NAME: P2.0 DOCUMENT DATE: 08-09-13 fs �s1o8r�3 PLUMBING SCHEDULES AND DETAILS SHEET: P2.0 GENERAL NOTES MECHANICAL SYMBOLS I (6 J 5.8 ED 5.2 O 4.6 (4 J 1. CONTRACTOR AWARDED CONTRACT TO INSTALL NEW 21. LAY -IN SUPPLY DIFFUSERS SHALL BE INSTALLED RECTANGULAR DUCT X„ WIDE BY Y" LENNOX RTU. EQUIPMENT SHALL COMPLY WITH WITH AN INSULATED METAL ELBOW CONNECTING DIMENSION IS VIEW FACE LENNOX, HOBBY LOBBY, AND NATIONAL/LOCAL CODE FROM THE FLEXIBLE DUCT DROP TO THE MATCHING INSTALLATION. THROAT SIZE OF THE DIFFUSER. DIFFUSER BACKING I ROUND DUCT SURFACE SHALL ALSO BE OF THE INSULATED pb2 hitecture 14'-8" 6-421'-0" 8'-11112'-4" 20'-82. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR VARIETY OR INSULATED BY THE MECHANICAL gineering 2 ASSEMBLY, SPOTTING, INTERNAL INSULATION, AND CONTRACTOR. SUPPLY DUCT IN SECTION LEVELING OF ROOF CURBS. INSULATION MATERIAL USED FOR THE INTERIOR SPACE OF THE RTU CURBS 22. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR 710 West Drive WILL BE THE MECHANICAL CONTRACTOR'S INSTALLATION OF FILTER MEDIA, FURNISHED BY Rogers. Arkansas 72756 Phone: 479.636.3545 O C' RETURN OR EXHAUST DUCT IN RESPONSIBILITY TO FURNISH AND INSTALL. HOBBY LOBBY, TO ALL RETURN GRILLES OR Fax:479.636.1209 SECTION UNFINISHED RETURN DUCT OPENINGS OF RTU'S COA No26880 3. CUT DECKING AT CURBS FOR DUCT WORK OPERATED DURING CONSTRUCTION. NO UNIT SHALL RECEIVING INSTALLATION AND ON NEW RTU UNITS. MECHANICAL BE RUN DURING CONSTRUCTION WITHOUT THIS Engineer of Record -r- VOLUME CONTROL DAMPER CONTRACTOR SHALL INCLUDE SPACE FOR PRECAUTION BEING ADHERED TO. Thomas E. stalcup, P.E.66998 AREA INSTALLATION OF 1" CONDUIT BY ELECTRICAL 114 I 2 SUPPLY AIR DIFFUSER WITH CONTRACTOR FOR CABLING REQUIREMENTS. (SEE 23. MECHANICAL CONTRACTOR WILL COORDINATE WITH rn ELECTRICAL SCOPE OF WORK JOB SUPERINTENDENT THE ISOLATION AND NEW ELECTRIC UNIT HEATER UH-1. ROUND SUPPLY DUCT ) w N�ZLj moz'o I PROTECTION OF RETURN AIR SMOKE DETECTOR w Wwo 4MECHANICAL CONTRACTOR WILL BE RESPONSIBLE SAMPLING TUBES AND SENSING CHAMBERS In o Low- o0 = WO . w MOUNT AT 14'-0" A.F.F. TO N RETURN OR EXHAUST AIR DIFFUSER FOR COORDINATION OF RTU DELIVERY TO JOBSI?E IMMEDIATELY AFTER PLACEMENT OF EQUIPMENT ON w o ��wW QSu��Q< BOTTOM OF UNIT. MOUNT SPRINKLER WITH ROUND DUCT rr -�oH Z�HoZBw WITH JOB SUPERINTENDENT AND LENNOX. THE ROOF, BEFORE STARTUP. CONTRACTOR WILL BE THERMOSTAT ON SIDE OF UNIT. ROOM HELD LIABLE FOR SMOKE DETECTOR FAILURE IF THIS EQUIPMENT SHOULD BE TRANSFERRED BY CRANE p �� 3ZQQ �w�FpO va ao�Z�FQ� �o REF 6/M2.0 117 CD DIFFUSER OR GRILLE TYPE FROM THE DELIVERY TRUCK TO THE RTU CURB AND PROCEDURE IS NOT FOLLOWED -NO EXCEPTIONS. LL ��'�N"�wQzXinwwoN PROCEDURE TO BE REVERSED BY THE MECHANICAL QE�or� Q wtn 12" BRANCH DUCT & NECK SIZE NOT STORED ON THE GROUND. z �C�owrnn0C2L'wza��Q r--------------------------------------------------------------------- --------------------------------- CONTRACTOR BEFORE COMMISSIONING OF FIRE o w zo o w o� ---- 450 CFM c� a .Q d:D Z OF 5. SET ROOF TOP UNITS. ALARM AND TESTING OF SMOKE DETECTORS. Q QQ_joo�vomwof}0�-o FRAME � aZJ~ Z~JwZ0 o Z X� O m w w w w w Z w w -r- CONNECT TO EXISTING 24. AS-BUILTS ARE TO BE COMPLETED AND TURNED Nwazw�ow`�w'oo�ao} ROOM EMPLOYEE 6. INSTALL THERMOSTATS AND/OR AUTOMATION xv>woQ��U) z��Q STAGING L� INTO THE HOBBY LOBBY SUPERINTENDENT AT Cn row0<7)wMCrCLfl_wwwwoa< LOUNGE CD CONDENSATE PIPING SENSORS. TERMINATE WIRING TO REQUIRED UNITS COMPLETION OF JOB. AREA 102 AND THERMOSTATS. 107 00 113 � AFF ABOVE FINISHED FLOOR 25. HVAC CONTRACTOR SHALL WIRE A I 7. LENNOX UNITS WITH BELT DRIVE BLOWER MOTORS THERMOSTAT FOR ALL EXISTING AND NEW UNIT All�' ARE SHIPPED WITH THE DRIVE PULLEY IN THE OPEN ---------- ------------- ----- ------ �----------------------------------------------------------------------------------------------------- SAW SUPPLY AIR WALL REGISTER I -------- - - -- --- - I -- I � HEATERS. POSITION. CONTRACTOR MUST ALIGN AND ADJUST WOMEN S MEN S I PULLEY TO WITHIN ONE TURN OF THE CLOSED RESTROOM RESTROOM I I CD CEILING SUPPLY AIR DIFFUSER POSITION AND THOROUGHLY TIGHTEN THE SETSCREW 26. NOTES APPLY TO ALL MECHANICAL SHEETS. 105 I LOCKING THE ADJUSTMENT IN PLACE. FAILURE TO 104 I I E.3 RAG RETURN AIR GRILLE 27. PROVIDE ALL MATERIALS FOR A COMPLETE ADJUST WILL CAUSE THE UNIT TO CYCLE ON LOW ___________________ ________________________________________________________________________ _ _ J INSTALLATION IN ALL RESPECTS READY FOR I NEW ELECTRIC UNIT HEATER PRESSURE DUE TO LOW AIR MOVEMENT. ONLY 1 I JANITOR I - - ---- EAG EXHAUST AIR GRILLE INTENDED USE AND IN STRICT ACCORDANCE UH-2. MOUNT AT 14'-0" A.F.F. HL 12 EXCEPTION, IF CERTIFIED AIR BALANCE IS I WITH STATE AND LOCAL CODES AND CLOSET 3 i TO BOTTOM OF UNIT. MOUNT 2 PERFORMED AND PULLEY HAS BEEN SET BY THE M1.2 I MOUNT AT ETR EXISTING TO REMAIN MANUFACTURER'S RECOMMENDATIONS. THERMOSTAT ON SIDE OF UNIT. M1.2 CERTIFIED BALANCING PROCEDURE TO A DIFFERENT 108 REF 6/M2.0 cn 90" AFF E O POSITION. I THERMOSTAT 28. EACH CONTRACTOR IS RESPONSIBLE FOR M HAVING THOROUGH KNOWLEDGE OF ALL `________________________________________ O 8. GC WILL WIRE UNITS TO THE BUILDING AUTOMATION HL#15 S-? ROOFTOP UNIT SENSOR DRAWINGS AND SPECIFICATIONS AS THEY 4 HL#11 SYSTEM. CHECK FOR REQUIREMENT BY MOUNT AT 10 TON RELATE TO THIS WORK. NO ADDITIONAL 5 � 15 TON SUBCONTRACTOR. (REFER TO DRAWINGS) 90" AFF x HL# 12 M1.2 MOUNT AT HL# 11 OS SENSOR COMPENSATION SHALL BE ALLOWED DUE TO M1.2 90" AFF NEW LACK OF KNOWLEDGE. NEW MEZZANINE 9. FURNISH AND INSTALL ALL NECESSARY DUCTWORK 1 >M MEZZANINE ABOVE ELBOW WITH TURNING VANES PER DESIGN ENGINEER SPECIFICATIONS USING HARD 29. ALL DUCT SIZES NOTED INDICATE THE ACTUAL ROUND OR RECTANGLE DUCT A MAXIMUM OF 6 ABOVE SR1 SR2 ( FREE AREA DUCT SIZE. ADD ADDITIONAL 10 TON _-_ --- FOOT OF FLEX MAY BE USED PER RUN BETWEEN CLEARANCE FOR INTERNAL OR EXTERNAL HL# 13 60d0 4000 ROUND (OR OVAL) ELBOW DIFFUSER BALANCING DDAMPERAS ARE TO BE ENSTAOLDE.LED IN INSULATION. NEW EACH SUPPLY DUCT RUN FOR BALANCING Q 30. REFER TO SPECIFICATIONS FOR REQUIRED DUCT Q � PURPOSES. DAMPERS TO BE INSTALLED AT THE END INSULATION. > OF THE HARD PIPE DUCT RUN AND BEFORE THE 0 F-- w SR2 °' FLEX DUCT CONNECTION TO THE DIFFUSER. METAL - J 0 4000 ELBOWS SHALL BE USED IN A WAY TO KEEP 31. COORDINATE LOCATION OF AIR COOLED F LL FLEXIBLE DUCT CONNECTIONS STRAIGHT BETWEEN CONDENSING UNIT PADS, LOUVERS, AND OTHER O O ROUND METAL SUPPLY DUCTING AND THE SUPPLY �/ GRILLE. NO ELLS ARE TO BE FORMED WITH FLEXIBLE ARCHITECTURAL ITEMS WITH G.C. L.1_ COJ DUCTING. � = � 32. COORDINATE LOCATION OF ALL ABOVE -CEILING � JJ c 10. FURNISH AND INSTALL ALL DIFFUSERS. BALANCE MATERIALS, DEVICES, EQUIPMENT AND CEILING w Q i- o AIRFLOW TO EACH REGISTER. MOUNTED GRILLES, REGISTERS AND DIFFUSERS � = I WITH LIGHTING AND FIRE PROTECTION. LIGHTING 11. UNITS 7.5 TON AND LARGER WITH CONCENTRIC AND FIRE PROTECTION. LIGHTING AND FIRE M W c HL#9 CAP EXISTING OPENING. AIRFLOW DESIGN SHALL USE RECTANGLE METAL PROTECTION TAKE PRECEDENCE OVER M N c� HL#13 REPAIR ROOF AS CONNECTIONS PER THE M2.0 DRAWINGS. ti w MOUNT AT MECHANICAL DEVICES. MOUNT AT NECESSARY. REF ARCH ABSOLUTELY NO FLEXIBLE ROUND DUCT OR RIGID Cq 90" AFF 90" AFF FOR ROOF FINISHES. ROUND DUCT CONNECTIONS IN ANY CONFIGURATION 0 Op WILL BE ACCEPTED BETWEEN THE UNIT AND 33. PROVIDE TESTING AND BALANCING OF THE Z CO cn---------, CONCENTRIC PACKAGES. MECHANICAL AIR SYSTEMS TO MEET DESIGN � o i 15 TON f x I � I I INDICATED. TESTING AND BALANCING WORK � 10 TON HL#10 x HL# 9 HL#8 10 TON _______ I 12. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE SHALL BE DONE PER AABC NATIONAL FOR SPOTTING AND COORDINATING INSTALLATION OF HL# 10 MOUNT AT NEW MOUNT AT NEW 8 EXHAUST FAN CURB/S WITH THE ROOFING STANDARDS FOR TOTAL SYSTEM BALANCE. NEW 90" AFF 90" AFF CONTRACTOR. 34. INSTALL EXHAUST FANS AND FLUES A MINIMUM ISSUE BLOCK I OF 5'-0" FROM PARAPET OR OUTSIDE WALL SR2 SR1 SR2 13. CONTRACTOR SHALL COMPLETE HOBBY LOBBY NEW REMOVE EXISTING BRANCH AND 10'-0" MINIMUM FROM ANY OPERABLE EQUIPMENT START UP CHECK LIST WHEN --- --- --- DUCTWORK AND AIR INSTALLATION IS COMPLETE. THE COMPLETED FORM, WINDOW, DOOR, MAKE-UP AIR VENT, OUTSIDE 4000 6000 4000 DEVICES NOT BEING o co FOR EACH UNIT, IS TO BE GIVEN TO THE HOBBY AIR INTAKE, PROPERTY LINE OR PARKING REUSED. I I LOBBY SUPERINTENDENT WITH ALL INFORMATION AREA. RECORDED FOR REVIEW. � SALES z 14. CONTRACTOR TO MAINTAIN A CLEAN WORK FLOOR ENVIRONMENT AND REMOVE TRASH AND DEBRIS 101 w FROM WORK AREA DAILY. ANY CHARGES FOR ROOF Q REPAIR OR CLEAN UP CREATED DUE TO NEGLIGENCE o WILL BE WITHHELD FROM CONTRACTOR'S Q RE-TAINAGE, NO EXCEPTIONS. 15. NUMBERING OF HVAC EQUIPMENT TO MATCH HOBBY I O LOBBY DRAWING AND PERFORMED BY HVAC CONTRACTOR PER SHEET BAS1. 12 7 16. MECHANICAL CONTRACTOR WILL COORDINATE WITH u M2.0 M2.0 ROOFER THE PLACEMENT OF CURBS AND CUTTING OF THE DECKING MATERIAL. I (TYP 12) (TYP) 17. STORES WITH OPEN CEILINGS AND CONCENTRIC AIR DISTRIBUTION DESIGN WILL HAVE CONCENTRIC CHECKED BY: TES SUPPLIES INSTALLED IN A MANNER TO PREVENT 10 TON x 10 TON o SUPPLY AIR FROM DISCHARGING DIRECTLY ON LIGHT DRAWN BY: BEH � 15 TON I HL# 7 HL# g HL# 5 To FIXTURES. THE TOP OF THE SUPPLY DISCHARGE NEW NEW NEW OPENING SHOULD BE MOUNTED NO HIGHER THAN FILE NAME: M1.0 THE BOTTOM OF ALL LIGHTING FIXTURES. DOCUMENT DATE: 08-09-13 SR2 SR2 18. INSTALL DUCTWORK IN OPEN CEILING BEFORE PAINT --_ HL#7 SR1 HL#6 HL#5 - - - AND INSTALL DUCTWORK IN GRID CEILING BEFORE 4000 MOUNT AT --- MOUNT AT MOUNT AT 4000 GRID INSTALLATION. 90" AFF 6000 90" AFF 90" AFF 19. MECHANICAL CONTRACTOR WILL BE RESPONSIBLE TO PERFORM TWO FILTER CHANGES IN ALL RTU UNITS `n `7' OPERATED DURING CONSTRUCTION. USING PLEATED OB FILTERS WITH A RATING OF NO LESS THAN A MERV 8. FIRST CHANGE TO BE PERFORMED AT THEAm �j.� HEIGHT OF CONSTRUCTION DEMO WITH THE SECOND AFTER FIXTURING BEFORE STORE OPENING. 0810,8113 J z HL#4 HL#3 HL#2 20. UNLESS SPECIFIED ELSEWHERE, MECHANICAL Q CONTRACTOR SHALL BE RESPONSIBLE FOR ;7 MOUNT AT MOUNT AT MOUNT AT CONDENSATE DRAINS MEETING LOCAL AND NATIONAL Fw 90" AFF 90" AFF 90' AFF CODES. SUPPORTS SHALL BE OF TYPE IDENTIFIED ON M-2 DRAWINGS AND ATTACHED TO ROOF w MEMBRANE IN A MANNER NOT TO AFFECT ROOF U CAP EXISTING OPENING. x � WARRANTY AND TO PREVENT PIPING FROM MOVING a REPAIR ROOF AS 10 TON 15 TON 10 TON OR SAGGING. E a NECESSARY. REF ARCH HL# 4 x HL# 3 HL# 2 = o FOR ROOF FINISHES. NEW NEW NEW C 3 O I m � SR2 REMOVE EXISTING BRANCH 1 SR2 4000 DUCTWORK AND AIR SR1 M1.2 4000 DEVICES NOT BEING m co 6000 REUSED. Q a Ln � Nr------------------------------------------------------------------------------------------------------------------------------------------------� N 0 I I I I EL---------J -C U) I I Lj I I I I Q INSTRUCTIONAL MANAGER'S 0Al E AREA VESTIBULE CASH OFFICE � A.2 103 116 OFFICE 110 A 3 0 co I T I I m --- ------------------ ------------------------------------------------------------------------------- - a --------- ---------------------- ---- MECHANICAL I Q N 0 4'-6" 6,-82„ 1-9, 2,-8„ 4'-6» PLAN I 0 3'-6"4 1 21'-11" 26'-9" 13'-O" 01 31'-3" 14'-3" 16'-0" 20'-7" 11'-4" 21'-1" 26'-9" I 0 226'-62„ I 7 6.9 O 5.9 5.4 5.3 (5) 4.9 0 2.4 O 1.9 a 1.2 O __j 00 o 6-0 MECHANICAL PLAN SHEET: L�j -0 1­ 0 z -C 1 3/32 =1 -0 M 1. I � I-,�ti a- OA A.2 REMOVE EXISTING REFRIGERATION EQUIPMENT AND ALL ASSOCIATED PIPING. CAP EXISTING CURB TO REMAIN WITH WATER TIGHT SEAL. REF ARCHITECTURAL CURB COVE[ DETAIL. 3'-6" 08 Q 5.8 5.6 5.2 (D 4.6 (4 ) 14'-8" 6'-4" 21'-0" 8'-112" 12'-4" 20'-8" I 0 U ' 1" CONDENSATE DRAIN INTO GUTTER. CONDENSATE SHALL DRAIN INDIRECTLY INTO GUTTER. 1" CONDENSATE DRAIN NEW 4" VTR REF ARCH FOR ROOF PENETRATION 4 M2.0 o NEW I EF-1 1-1/4" CONDENSATE 1-1/4" CONDENSATE DRAIN �i DRAIN INTO GUTTER. CONDENSATE SHALL DRAIN INDIRECTLY INTO GUTTER. I CONDENSATE I HL# 15 DRAIN NEW o 2 TON © C) 3/4" CONDENSATE 7.5 KW © CO I DRAIN I I J TCH ETRj 4" CONDENSATE AIN HL# 13 NEW 10 TON 15 KW DENSATE CONDENSATE J HL# 10 NEW 10 TON 15 KW ONDENSATE 0 U 3/4" CONDENSATE DRAIN r�` J 1-1/4" CONDENSATE / DRAIN REMOVE EXISTING EXHAUST FAN AND ALL ASSOCIATED DUCTWORK. CAP EXISTING CURB TO REMAIN WITH WATER TIGHT SEAL. REF ARCHITECTURAL CURB COVER o nFFTAII U 1AUST FF DUCTWC TO REMAI .AL. REF 3 COVER REMOVE AND ALL CAP EXIT WI TH WA ARCHITEC DETAIL. CAP EXISTING OPENING. REPAIR ROOF AS NECESSARY. REF ARCH FOR ROOF FINISHES. F_ REMOVE EXISTING BRANCH DUCTWORK AND AIR L - - DEVICES NOT BEING REUSED. 26'- 9" 13'-0" O5.9 5.4 5.3 04.9 31'-3" 3/4" CONDENSATE DRAIN CO 1:0 HL# 14 NEW 4 TON CO 7.5 KW I I HL# 12 i� NEW I �I 15 TON 15 KW I I I I I REMOVE EXISTING HVAC EQUIPMENT AND ALL ASSOCIATED PIPING. CAP EXISTING CURB TO ZZ REMAIN WITH WATER TIGHT SEAL. REF ARCHITECTURAL CURB COVER nF-TAII Y LOBBY SHALL FURNISH AND MECH RACTOR SHALL INSTALL ROOF CURB \AANUFACTURER'S INSTRUCTIONS FOR ROOF TOP UNITS. ROOF CURB ,TION AND INSTALLATION SHALL BE STIED FOR ROOF SLOPE TO MAINTAIN _ RTU INSTALLATION AND ADEQUATE ENSATE DRAINAGE. ROUTE NEW ENSATE TO DRAIN AWAY FROM UNIT SIDE SLOPE OF ROOF. SEE FICATION FOR ADDITIONAL 'MATION. REF DETAIL 9/M2.0 FOR CURB. TYPICAL 3,4,5,6,7,8,9,10,11,12,13,14,15 SS NOTED OTHERWISE. ANICAL CONTRACTOR SHALL FURNISH INSTALL RETRO CURB PER FACTURER'S INSTRUCTIONS FOR NEW TOP UNIT. CONTRACTOR SHALL DINATE WITH CURB SUPPLIER THE T NEW SIZE OF CURB REQUIRED FOR TOP UNIT. FIELD VERIFY EXISTING ING AND MODIFY AS NECESSARY. D CURB SELECTION AND INSTALLATION BE ADJUSTED FOR ROOF SLOPE TO FAIN LEVEL RTU INSTALLATION AND LATE CONDENSATE DRAINAGE. ROUTE CONDENSATE TO DRAIN AWAY FROM DOWN SIDE SLOPE OF ROOF. SEE FICATION FOR ADDITIONAL 'MATION. REF DETAIL 10/M2.0 FOR CURB. TYPICAL OF HL#1. ORDINATE LOCATIONS OF AIR COOLED VDENSING UNIT PADS, LOUVERS, AND IER ARCHITECTURAL ITEMS WITH �HITECTURAL DRAWING A4.0. INSTALL NEW 10 TON UNIT IN EXISTING OPENING. REMOVE EXISTING BRANCH DUCTWORK AND AIR DEVICES NOT BEING REUSED. (TYP) (TYP 1) (TYP) 14'-3" 16'-0" 20'-7" 1 (3 ) ROOF PLAN y 1 3/32"=1'-O" 11'-4" U U CO If _IN I r N nnK'nc-K'Q/\TE DRAIN 1DENSATE RECTLY SATE XISTING EXHAUST FAN 0 0 O ASSOCIATED DUCTWORK. �IN TING CURB TO REMAIN 00 'ER TIGHT SEAL. REF TURAL CURB COVER SATE E.3 NEW 3" VTR REF ARCH FOR ROOF PENETRATION TE 0 EMOVE EXISTING EXHAUST FAN ND ALL ASSOCIATED DUCTWORK. AP EXISTING CURB TO REMAIN IITH WATER TIGHT SEAL. REF RCHITECTURAL CURB COVER ETAIL. ENING. ARCH FOR BRANCH DUCTWORK AND AIR DEVICES NOT BEING REUSED. � - - © HL# 8 I L_ - - J ©NEW 10 TON 15 KW -3/4" CONDENSATE DRAIN 1" CONDENSATE DRAIN 3/4" CONDENSATE DRAIN CQ © H L # 5 CO ©NEW 10 TON 15 KW 0 U U �-3/4" CONDENSATE DRAIN 3/4" CONDENSATE DRAIN © HL# 2 CO ©NEW 10 TON 15 KW 3/4" CONDENSATE DRAIN G� CO CO 3/4" CONDENSATE HP# 1 DRAIN NEW 1.5 TON 2.4 O2 1.9 26'-9" 1.6 1.2 1, 1 ) o 00 0 co I 0 I LO �7 O EO 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 COA Ho26880 Engineer of Record Thomas E. Stalcup. P.E. 66998 w wwo W f � p NZa Zw(nH=Z� W o �(nLW <L) U_oaa zwHOzw Q a ~�: ww o w± < N d U o F Z d (n g} M) Q 6< ' Z a_ M: <u 0 T O (nuv)a n006nz)> x U w�o z oo r�z �' Z(n(A¢(D or(n w� Z Q �a�oo``v)Tw0f> w(no oofw0mw1, uwwzwm Nwaz<Do0W000a0} Cn �Z)N00V)a.Z)wadwoaM >= M W �a Q 0w — � JO LL 00 J m _J >= wQ>_� J = =o I a MW N� c� '-' 0 ti T� z i 0 ISSUE BLOCK CHECKED BY: TES DRAWN BY: BEH FILE NAME: M1.1 DOCUMENT DATE: 08-09-13 ROOF PLAN I SHEET: M 1 . 1 1 II I II I Il !1 II 1 I 1 I!I1 11 1 1 1 _ 71 f !1 1 IF I I ,..t n )� 1 c_19 e e e l.Ll e i _ _ _ _ •.1 _•^r!•q lea -�1 z�i _ _ I n eeeeeeeeee� 0 a E 0 = 0, C3: 0 -0 c J o > m� I I m co Q > � Q "r (D N i N o E N � �C0 Q) CO N o W —C U Q (D cn E 1-1 rn Q) Q E J E In Q) cyl Cn L c j 0 o _ — >, mC- 0- :5i a> Q N <` O ..o �o O N ,> w 0 o>1' LLJo z; CD1 1 o" 275 NEW ELECTRIC UNIT HEATER UH-3. MOUNT MINIMUM 7'-0" A.F.F. TO BOTTOM OF UNIT. MOUNT THERMOSTAT ON SIDE OF UNIT. REF 6/M2.0 CD1 CD1 loll 10" 275 275 16� 10" 12 14X18--,_ MANUAL BALANCE DAMPER \—XED REF 1 /M2.0 (TYP} MOUNT AT 60" AFF FRAME ROOM 0 "EW ELECTRIC UNIT HEATER UH-4 OUNT MINIMUM 7'-0" A.F.F. TO OTTOM OF UNIT. MOUNT HERMOSTAT ON SIDE OF UNIT. EF 6/M2.0 MEZZANINE 112 MEZZANIN 1 /8"=l'-0" CD1 loll 275 SPRINKLER ROOM —14X20 —18 DUCTWORK UP THRU 2 NEW ELECTRIC UNIT HEF Tr MOUNT MINIMUM 7'-0" BOTTOM OF UNIT. MOUN THERMOSTAT ON SIDE C REF 6/M2.0 DUCTWORK DOWN THRL x x MEZZANINE. 6D o REF 2/M1.2 FOR CONTINUATION. ROUTE TIGHT TO STRUCTURE. 4 TON 7 8 H L## 14 NEW M2.0 M2.0 (TYP) E 112 MECHANICAL PLAN CD1 CD1 10" 10" 250 250 12" MEZZANINE. RAG1 RAG1 REF 4/M1.2 FOR 16" 12" CONTINUATION. 850 390 BACK OF HOUSE MECHA 1 /8"=l'—O" NICAL PLAN EM L( 6 5.6 5.2 5 14X12 DUCT UP TO ROOF MOUNTED EXHAUST FAN EF-1. TRANSITION DUCT AS NECESSARY. REF 4/M2.0. F 14X12 \)EF-1 ROUTE TIGHT TO i STRUCTURE. DUCTWORK DOWN THRU MEZZANINE. 14X10 REF 3/M1.2 FOR Zl 4 X 8 CONTINUATION. SAW 8X8 ELECTRICAL © 300 ROOM 2 TON 115 HL## 15 NEW% 7 11 M2.0 M2.0 (TYP) E ELECTRICAL MEZZANINE 115 MECHANICAL PLAN 1 /8"=1 '— 0" ,,,V ELECTRIC UNIT HEATER UH-6. MOUNT MINIMUM 7'-0" A.F.F. TO BOTTOM OF UNIT. MOUNT THERMOSTAT ON SIDE OF UNIT. REF 6/M2.0 01NO INSTRUCTIONAL AREA 0 RAG1 8" 150 MANUAL BALANCE DAMPER REF 1 /M2.0 (TYP) H L##1 MOUNT AT 90" AFF EA2 3200 8 "8" CD1 8"14" CD1 200 CD1 8" 14" 200 900 WOMEN'S RESTROOM 105 16" CD1 14 900 EAG2 300 12" MANUAL Co BALANCE Coll DAMPER 250 REF 1/M2.0 (TYP) JANITOR MEN'S E6,G1 CLOSET RESTROOM EA2 2 100 108 300 6" 12" 14X12 12" 10" 10" 14X8 12" DUCTWORK UP THRU PROVIDE ACCESS MEZZANINE. M REF 5/M1.2 FOR PANEL AS REQUIRED. CONTINUATION. (TYP 2) RESTROOM MECHANICAL PLAN 7 8 M2.0 M2.0 (TYP) 10 TON INSTALL NEW 10 TON UNIT HL## 1 IN EXISTING OPENING. NEW REMOVE EXISTING BRANCH DUCTWORK AND AIR DEVICES NOT BEING REUSED. i N VESTIBULE X i 116 N � O � 1 14" x 0 CD1 CD1 14" 1 14" 14" 900 1 90C INSTALL CONDENSER PAD UNDER HEAT PUMP UNIT. REF ARCH FOR ADDITIONAL INFORMATION. 1.5 TON HP## 1 NEW MANAGER'S CASH 0.75 TON 0.75 TON OFFICE MS## 1 MS# 2 NEW 110 OFFICE NEW 111 MOUNT INDOOR UNIT MINIMUM 6'-0" AFF. ROUTE CONDENSATE LINE TO CONDENSATE PUMP. CONDENSATE PUMP TO BE ROUTED TO ROOF. FRONT OF HOUSE MECHANICAL PLAN 1 /8"=l'-0" p+enb2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 W ww 0 Z~ �rUZn LNowZwQH � 0 � U>=z � W o tNtn�� Q jUt� oa J <Q Xt5<w0NTz<"w a-w I-OQ�OwenUOZFI- O0 allo3 Qz <-Fajoio NV NMw<�E <0Q>- <L NCf W W _O �w4ZQ8D0o wswa�o( �=�zQDOOCL�c~U>U�W0EWUz~U wz oo}Q �Q mww0U-- 0,10 zmO-jUe- Uj �Li 0 wwZ maUjUj000<oNan m M W 0 �Q Q J 00(15 >= M J = wQ�o T �- v+ ii■■ CM IN o 1` w z 0 ISSUE BLOCK CHECKED BY: TES DRAWN BY: BEH FILE NAME: M1.2 DOCUMENT DATE: 08-09-13 -j4;4v Qe/oa! 1s ENLARGED MECHANICAL PLAN I i SHEET: M1.2 p+enb'2 hitecture gineering I ROOF TOP UNIT 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 47 j COVER ROOF DECK INSIDE Fox: COArdo268809 FACTORY CURB WITH 6" LENNOX FACTORY ROOF CURB WITH SUPPLY AND RETURN AIR BATT INSULATION (FACE eer of Record TRANSITIONS. Thomas Enstalcup. P.E. 66998 C O O PIPE SUPPORT SPACING NOTES: ON ROOF) _ SPACING 1. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS WITH ROOF PIPE SIZE P.V.C. IRON STEEL REGARDS TO PIPE SUPPORT. 2. PROVIDE PIPE SUPPORTS WITH PIPE STRAPS BY SAME MANUFACTURE LEAVE CLEAN OUT OPEN 3/4" 4'-0" 7'-O" CONDENSATE TRAP ASSEMBLY FOR VENTING w � AND FASTEN PER RECOMMENDATIONS. 00 1" 4'-0" 7'-O" REFERENCE CONDENSATE DRAIN U) o Lnoz� 3. REFER TO PIPE SUPPORT SPACING TABLE FOR PROPER SPACING OF DETAIL AT COIL. w o �UHw Q��� o g 1-1/4" 4'-0" 7'-0" PIPE SUPPORTS. SEAL ALL DUCT ROOF �Q =_o<�zoWH z<Nw 1-1/2" 4'-0" 9'-0" 4. PIPE SUPPORTS SHALL BE ADHERED TO ROOF TO PREVENT TIPPING 4" REDUCER INDIRECT S= PENETRATIONS AIR FLEXIBLE DUCT CONNECTORS � dw ~o< BwC)gzw- C EC CONNECTION. (TYPICAL) p C. zo<0Q—j C)oo O O 2 4'-O" 9 -O" OVER. ADHERE PIPE SUPPORT WITH AN APPROPRIATE AND (� O TIGHT TYPICAL w w na < COMPATIBLE MATERIAL TO ROOF. MATERIAL SHALL BE APPROVED BY /�'16 z w� ��\ �Qww�p��<� <�o� 3" — 10'-0" p �w��rn�o� �Wa�o� ROOFING CONTRACTOR SO AS NOT TO VOID ROOF WARRANTY. PROVIDE NIPPLE LENGTH oa •Z"zww�oov�rtz'- NOTES: SUCH THAT REDUCER IS �__ --- Q �NJpo�l T'O'Pi N6 5. WHERE ROOF SUPPORTS ARE TO BE ADHERED TO T.P.O. MEMBRANE----------� < <<=azw�rU >� Z�> iJ 1. VERIFY SUPPORT SPACING WITH ROOFS, ONLY ADHESIVE AND ADHESIVE PRIMER AS INDICATED IN THEPLACED AS HIGH AS POSSIBLE RECTANGULAR SUPPLY oo w0mwowwl�•IlHuw O O O O ZEQUIPMPENT NOTE: USE THIS DETAIL AT THE w �w z3LUM � AUTHORITIES HAVING JURISDICTION. SPECIFICATIONS SHALL BE USED. DUCT INTERNALLY � �waz,�owwoo�<o} START OF EVERY MAIN LINE 2 nlJo <��v wKwzww< 2. PROVIDE SUPPORT AT ALL TEE'S REF ROOFTOP PIPE LINED BY MECHANICAL (n ��Nc�ona��a�woa� AND ELBOWS. 6. SILICON CAULKING IS NOT AN ACCEPTABLE ADHESIVE. BLOCKING DETAIL CONTRACTOR RECTANGULAR RETURN DUCT DB620 TOP VIEW DB610 TOP VIEW INTERNALLY LINED BY PIPE PLUG MECHANICAL CONTRACTOR PIPE B2400 SERIES STRAP PIPE B2400 SERIES STRAP GALVANIZED TEE STEP DOWN CEILING DIFFUSER -- COMBINATION SUPPLY AND z REF PLAN RETURN I � GALVANIZED N '�o GALVANIZED CHANNE CHANNEL -I ;_- BASE ROOF BASE NOTE: THIS CLEAN OUT IS TO BE COORDINATE ELEVATION WITH DURABLOK DURABLOK DURABLOK INSTALLED EVERY 100 FT IN THE MAIN LINE AND SHOULD LIGHTING HEIGHT. BOTTOM OF BE IN THE MIDDLE OF ALL DIFFUSER TO BE 6" LOWER FEEDERS OVER 50 FT LONG THAN BOTTOM OF LIGHTING. DB620 SIDE VIEW DB620 FRONT VIEW DB610 SIDE VIEW DB610 FRONT VIEW RTU CONNECTION CLEAN OUTS SALES FLOOR WITHOUT CEILING >' ROOFTOP PIPE BLOCKING CONDENSATE DRAIN ZSUPPORT TYPICAL SECTION FOR ROOF TOP UNITS 14 NTS 13 NTS 12 NTS M< Q ~ w0 J DLL 0 mLU J �o Q SUPPLY AND RETURN AIR L.L 2 PLENUMS UNINSULATED. 0- SIZE TO MATCH ROOFTOP M M N o UNIT CONNECTION W FLEXIBLE ROOFTOP UNIT M J:j� CONNECTOR ROOF CURB nwq (TYPICAL) 0 RETURN PLENUM ABOVE BOTTOM OF JOISTS Z SUPPLY DUCT = W ROOF TOP UNIT AS SHOWN ON PLAN COVER ROOF DECK INSIDE FACTORY ROOF CURB. ISSUE BLOCK FACTORY CURB WITH 6" BATT INSULATION (FACE ON JOIST ROOF) ROOF PROVIDE 3/4" FLANGED FRAME. HARDWARE CLOTH (1"x1" GRID) SECURE WITH CONTINUOUS 1" GALVANIZED STRAPS AND SCREWS 8" OC. SAME E AC UNIT DETAIL PLEN M, ONG EEPI ABOVE BOTTOMAOF 1 RTU (AHU SIM) SEAL ALL DUCT ROOF 11 NTS ROOF JOISTS BRACKET PENETRATIONS AIR FLEXIBLE DUCT CONNECTORS ROOF TOP UNIT PACKAGED TIGHT (TYPICAL) BASE BOTTOM II ROOF CHOOSE TOP UNIT TOP OR R. T. U. #12 TEK SCREWS BOTTOM (TYP EIGHT PER ROW HURRICANE BRACKET) FIBERGLASS CLIP SLOPE HURRICANE INSULATION CONDENSATE DRAIN NEW CURB ADAPTER ---------,.,CLIP NAILER SUPPLY DUCT LINE IN DIRECTION OF FLOW. INSTALL STRIP COUNTER CONDENSATE DRAIN 1" CONDENSATE REF SUPPLIER FLASHING RETURN DUCT AS PER CODE. DRAIN LINE BUILT UP ROOF CHECKED BY: TES I CURB ADAPTER TO R.T.U. CURB f EXISTING CURB CONNECTION TYP CAN STRIP ROOFING 1" 1 NUT ON 1/4" DRAWN BY: BEH PROVIDE MIN CURB MATERIAL RETURN AIR ROOF CURB STEEL PLATE CONNECTION OF CURB o (VARIES) FLEXIBLE INSULATED DUCT NOT TO EXCEED 5 PLENUM SIZE AS FILE NAME: M2.0 PLUS SEISMIC CLIPS. o DUCT DIAMETERS HORIZONTAL STRAIGHT RUN ALL THREADED ROD ROOF RIGID INSULATION-` ONLY (TYPICAL) REQUIRED ROOF LIQUID TRAP SUPPORT UNIT FROM ROOF DOCUMENT DATE: 08-09-13 HEIGHT EQUAL TO STEEL BAR CONSTRUCTION RTU WITH CURB ADAPTER OR GREATER THAN JOISTS BRACKET ATTACHMENT FLEXIBLE DUCT CONNECTORS BY MAO NEGATIVE MECHANICAL CONTRACTOR STATIC PRESSURE � RETRO CURB ROOF CURB AT CONDENSATE C� DRAIN CONNECTION. ELECTRIC PROPELLER 1 0 NTS v NTS MANUAL BALANCING DAMPER FAN UNIT HEATER WITH LOCKING QUADRANT. PER PLAN (TYPICAL FOR ALL SUPPLY DUCT RUN OUTS TO LAY IN CEILING lip DIFFUSERS) (�81�� �3 TYPICAL CONDENSATE DRAIN DETAIL AT COIL. ELECTRIC UNIT HEATER RETURN AIR / NTS 6 NTS SUPPLY AND RETURN DUCT LAYOUT, SIZING GRILLE AND AIR DEVICE SELECTION AS INDICATED. 24X24, 140 NECK, 0 SUPPLY AIR a DIFFUSER 0 c a o 3 M -0 —2 —2 R DUCTED ROOF TOP UNIT INSTALLATION m C m C v NTS m In Q - Q Q T Q_ 15° R = D N T N _ � O NA B o N j CONICAL TEE PLENUM TAP PLENUM TAP BELT DRIVE AxB COVER SEE PLANS FOR R=1-1/2 D PIVOT BUSHING � s MOTOR WITH NOTE: RUNOUT SIZES DISCONNECT BRANCH DUCT 1 G MP o REFER TO ARCHITECTURAL 8 A DAMPER C AxB SWITCH FOR ROOFING DETAILS SECTION Qcn E �� II cn Q) CENTRIFUGAL WHEEL I I p C Q E C t BIRD SCREEN Q) II -Y Z o o i l LONG RADIUS cn -_ I NOTES: 0 a w FACTORY PREFABRICATED I o co A SECTION B SECTION CURB FLASHING AND COUNTER ROOF PROVIDE MANUAL DAMPER C I I 1. DIMENSION D AS SHOWN ON THE DRAWINGS. . FLASHING BY MECHANICAL. IN BRANCH TAKE -OFF AT I 2. USE LONG RADIUS ELBOWS ON ALL DUCTWORK SYSTEMS WHERE EVER POSSIBLE OR UNLESS OTHERWISE END OF RUN BEFORE FLEX CONTRACTOR. INDICATED. m s NOTES: DROP AS SHOWN ON PLAN SPIN -IN FITTINGS WITH PIVOT BUSHING SCOOPS ARE NOT 3. ONLY WHEN IT IS IMPOSSIBLE TO USE LONG RADIUS ELBOWS, USE LARGEST POSSIBLE RADIUS WITH A MINIMUM MECHANICAL RADIUS EQUAL TO THAT OF A SHORT RADIUS ELBOW. INSULATION STAND LOCKING QUADRANT Q N 1. DIMENSIONS A, B, AND C AS INDICATED ON THE DRAWINGS. ACCEPTABLE OFF BRACKET LEVER HANDLE DETAILS rl) 0 2. USE CONICAL TEE PLENUM TAP WHENEVER POSSIBLE. ROOF CONSTRUCTION MOTORIZED BACK DRAFT _ 3. SAME FOR RETURN AND EXHAUST DUCTWORK EXCEPT AIR FLOW IS REVERSED. DAMPER 0 PLENUM TAPS — RECTANGULAR ZROUND DUCTWORK ROOF EXHAUST FAN ROUND BRANCH CONNECTION 900 RADIUS ELBOW ROUND DUCTWORK. MANUAL DAMPER � T 5 NTS 4 NTS 3 NTS 200 NTS 1 NTS co o �. � o � SHEET:LLJ f 1—° M 2. 0 0- > I �= C_ 0 a 0 0 0� 0� m �. I m :s Q L S N d O N O O E N / \CO Q) s C0 o/ w -C i U Q N E c Q E J / L (JJ 6) � 0 co L 0 4- 0 co L M� W �Q) Q N rl)o a roo O CN c co O w -0 0 z, MINI -SPLIT EQUIPMENT SCHEDULE SUPPLY FAN CONDENSOR MARK MANUFACTURER INDOOR FAN COIL MODEL OUTDOOR CONDENSOR MODEL NOMINAL CFM TONS MCA MOCP V/PH MS-1 LENNOX MS8-HI-09P1 A - 300 0.75 - - 208/1 MS-2 LENNOX MS8-HI-09P1 A - 300 0.75 - - 208/1 HP-1 LENNOX I MS8-ZO-18P2A - 1.5 15.0 25 208/1 GENERAL INFORMATION (ALL UNITS): 1. UNITS FURNISHED BY HOBBY LOBBY. INSTALLATION AND STARTUP BY MECHANICAL CONTRACTOR. 2. 16-SEER MINIMUM UNITS WITH R-410a REFRIGERANT. 3. PROVIDE WALL BRACKET FOR INDOOR UNIT INSTALLATION. 4. PROVIDE CONDENSATE PUMP Y5170. INSTALL ABOVE CASH ROOM CEILING. PUMP DISCHARGE TO ROUTE TO ROOF CONDENSATE LINE AT OUTDOOR UNIT. 5. PROVIDE OUTDOOR UNIT WITH MOUNTED AND WIRED DISCONNECT FOR SINGLE -POINT ELECTRICAL CONNECTION. 6. PROVIDE CONDENSATE DRAIN LINE FOR CONNECTION TO CONDENSATE PUMP. 7. PRIMARY CONDENSATE SHALL BE TRAPPED AND ROUTED AS SHOWN ON PLANS. 8. UNIT REMOTE CONTROL TO BE TURNED OVER TO GENERAL CONTRACTOR AT TIME OF INSTALLATION. 9. PROVIDE ONE YEAR COMPLETE PARTS AND LABOR WARRANTY. 10. PROVIDE ADDITIONAL FIVE YEAR WARRANTY COVERING COMPRESSORS. 11. PROVIDE CONDENSOR PAD TO BE INSTALLED ON ROOF FOR OUTDOOR UNIT. 12. MOUNT UNIT MINIMUM 6'-0" ABOVE FINISHED FLOOR. NOTES: A. PROVIDE REMOVEABLE/THROWAWAY FILTER IN FILTER RACK. B. INDOOR UNIT TO HAVE FACTORY MOUNTED THERMAL EXPANSION VALVE. C. PROVIDE REFRIGERANT FILTER DRYER AT OUTDOOR CONDENSOR UNIT AS REQUIRED BY MANUFACTURER. ROOFTOP UNIT SCHEDULE NOTES MARK MANUFACTURER MODEL OUTSIDE AIR (CFM) SUPPLY FAN DX COOLING COIL ELECTRIC HEAT V/PH MCA MOCP WEIGHT (LBS) NOTES CFM HP NOMINAL TONS EER IEER/ SEER HEATING INPUT KW A,B,C HL# 1 LENNOX LCH120H4BE-Y 650 4,000 3.0 10 12.2 13.2 15 208/3 53 60 1,247 B,E A,B,C HL# 2 LENNOX LCH120H4BE-Y 840 4,000 3.0 10 12.2 13.2 15 208/3 53 60 1,247 B,E A,B,C HL# 3 LENNOX LCH18OH4BE-Y 1,260 6,000 3.0 15 12.0 13.5 15 208/3 65 70 2,365 C,E HL# 4 LENNOX LCH120H4BE-Y 840 4,000 3.0 10 12.2 13.2 15 208/3 53 60 1,247 B,E HL# 5 LENNOX LCH120H4BE-Y 840 4,000 3.0 10 12.2 13.2 15 208/3 53 60 1,247 B,E HL# 6 LENNOX LCH18OH4BE-Y 1,260 6,000 3.0 15 12.0 13.5 15 208/3 65 70 2,365 C,E HL# 7 LENNOX LCH120H4BE-Y 840 4,000 3.0 10 12.2 13.2 15 208/3 53 60 1,247 B,E HL# 8 LENNOX LCH120H4BE-Y 840 4,000 3.0 10 12.2 13.2 15 208/3 53 60 1,247 B,E HL# 9 LENNOX LCH18OH4BE-Y 1,260 6,000 3.0 15 12.0 13.5 15 208/3 65 70 2,365 C,E HL# 10 LENNOX LCH120H4BE-Y 840 4,000 3.0 10 12.2 13.2 15 208/3 53 60 1,247 B,E HL# 11 LENNOX LCH120H4BE-Y 840 4,000 3.0 10 12.2 13.2 15 208/3 53 60 1,247 B,E HL# 12 LENNOX LCH180H4BE-Y 1,260 6,000 3.0 15 12.0 13.5 15 208/3 65 70 2,365 C,E HL# 13 LENNOX LCH120H4BE-Y 840 4,000 3.0 10 12.2 13.2 15 208/3 53 60 1,247 B,E HL# 14 LENNOX LCH048H4EC-Y 360 1,600 0.75 4 12.8 17.6 7.5 208/3 28 40 623 A,B,E HL# 15 1 LENNOX I KCA024S4DN-P 80 800 0.25 1 2 11.4 13.0 7.5 1208/1 37 40 607 1 A,B,D,E VOLUME/BALANCE DAMPER SCHEDULE TYPE MANUFACTURER/MODEL RUSKIN ROUND MDRS25 RUSKIN RECTANGULAR MD35 NOTE: REFER TO SPECIFICATION FOR ACCESSORIES CONTACTS: RUSKIN - (816) 761-7476 VENTILATION CALCULATIONS MULTIPLE ZONE ASHRAE STD. 62.1-2007 (IMC 2009 AREA OCC. LOAD/ TOTAL CFM/ CFM/ SQ. ZONE BREATHING ZONE OUTDOOR PRIMARY PRIMARY AIR VENTILATION SYSTEM OCCUPANT NCORRECTE OUTDOOR AIR INTAKE 0/A LOCATION (Az) UNIT SERVED BY 1000TSO. CCUPANT PERSON EFFECTIVENESS ZONE (Vbz) AIRFLOW AIRFLOW FRACTION EFFICEIENCY POPULATION DIVERSITY AIR INTAKE FLOW R) TE PROVIDED (Pz) (Rp) (FT (Ez) (MIN), (Vpz) (Ev) (PS) (D) (VOU) Voz FRAME ROOM-102 771 HL# 14 15 12 7.5 0.12 0.8 179 224 1,100 0.20 0.9 26 1.0 266 296 250 EMPLOYEE LOUNGE-107 280 HL# 14 50 14 5 0.06 0.8 87 109 500 0.22 110 MANAGER'S OFFICE-110 202 MS# 1 /HP# 1 5 1 5 0.06 0.8 17 21 300 0.07 1.0 1 1 2 1.0 1 38 1 1 38 25 CASH OFFICE-111 241 MS# 2/HP# 1 5 1 1 5 1 0.06 1 0.8 20 1 26 1 300 1 0.09 1 30 TOTAL 1,494 1 28 1 1 1 304 1 380 1 2,200 1 1 1 28 1 1 304 1 333 1 415 VENTILATION CALCULATIONS SINGLE ZONE ASH RAE STD. 62.1- 2007 (IMC 2009 ZONE AREA OCC. LOAD/ TOTAL CFM/ CFM/ ZONE BREATHING OUTDOOR O/A LOCATION (Az) UNIT SERVED BY 1000 SQ. FT OCCUPANTS PERSON SQ. FT EFFECTIVENESS ZONE (Vbz) AIRFLOW PROVIDED (Pz) (Rp) (Ra) (Ez) (MIN), Voz SALES FLOOR-101 39,283 HL# 2,3,5,6,7,8,9,10,11,12,13 15 589 7.5 0.12 0.8 9,133 11,417 11,760 INSTRUCTIONAL AREA-103 362 HL# 1 65 24 7.5 0.06 0.8 198 248 250 TOTAL 39,645 613 1 1 1 11,664 12,010 AIR DEVICE SCHEDULE MARK SERVICE MANUFACTURER STYLE FRAME TYPE FACE SIZE NOTES MODEL CD1 SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK LAY -IN 24 X 24 A TMS SCD SFT CEILING DIFFUSER CD2 SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK SURFACE 24 X 24 A,D TMS SCD SFT (KXFA) CEILING DIFFUSER MOUNT SAW RETURN AIR TITUS E.H. PRICE CARNES LOUVERED FACE SURFACE REF A,C,D 30ORS 520DS RTDBV REGISTER MOUNT DRAWINGS RAG1 RETURN AIR TITUS E.H. PRICE CARNES FIXED BLADE LAY -IN 24 X 24 A,C 355RL-3 535TB RTABH CEILING GRILLE RAG2 RETURN AIR TITUS E.H. PRICE CARNES FIXED BLADE LAY -IN REF A,C 355RL-1 535F RTABH CEILING GRILLE DRAWINGS EAG1 EXHAUST AIR TITUS E.H. PRICE CARNES FIXED BLADE SURFACE 12 X 12 A,C,D 355RL-1 535F RTABH CEILING GRILLE MOUNT EAG2 EXHAUST AIR TITUS E.H. PRICE CARNES FIXED BLADE SURFACE 24 X 24 A,C,D 355RL-1 535F RTABH CEILING GRILLE MOUNT LENNOX SR1 SUPPPLY/RETURN RTD11-185/LASRT 18 _ LAY -IN 48 X 48 B,E SR2 SUPPPLY/RETURN LENNOX RTD11-135/LASRT 10 _ LAY -IN 48 X 36 B,E GENERAL NOTES (APPLY TO ALL ABOVE): 1. PROVIDE MOUNTING FRAME TO MATCH CEILING TYPE. VERIFY WITH ARCHITECT'S PLANS PRIOR TO ORDERING. 2. BRANCH DUCT SIZE SHALL BE SAME AS NOTED DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. 3. STANDARD WHITE BAKED ENAMEL FINISH, UNLESS NOTED OTHERWISE. 4. FOUR-WAY THROW PATTERN FOR SQUARE DIFFUSERS UNLESS NOTED OTHERWISE. NOTES: A. ALL STEEL CONSTRUCTION. B. ALL ALUMINUM CONSTRUCTION. C. PROVIDE NECK FOR DUCT CONNECTION. D. OPPOSED BLADE DAMPER IN NECK. E. SUPPLIED BY HOBBY LOBBY AS A PART OF THE LENNOX ORDER PACKAGE. GENERAL INFORMATION (ALL UNITS): 1. UNITS FURNISHED BY HOBBY LOBBY. INSTALLATION AND STARTUP BY MECHANICAL CONTRACTOR. 2. PROVIDE UNIT WITH STANDARD ECONOMIZER WITH BAROMETRIC RELIEF DAMPER, CONTROLLED VIA BAS. 3. PROVIDE UNIT WITH FACTORY MOUNTED SMOKE DETECTOR IN THE MAIN RETURN DUCT (OR AS REQUIRED BY LOCAL JURISDICTION) FOR UNITS GREATER THAN OR EQUAL TO 2,000 CFM. 4. INTERLOCK UNIT SMOKE DETECTOR WITH UNIT AND WITH FIRE ALARM CONTROLS, PER CODE. 5. NEW ROOF CURB FURNISHED BY HOBBY LOBBY AND INSTALLED BY MECHANICAL CONTRACTOR. REFER TO SPECIFICATIONS. 6. RETRO CURB FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. 7. CONTROLS PROVIDED BY BUILDING MANAGEMENT SYSTEM. 8. FUEL SOURCE FOR UNITS IS ELECTRIC. PROVIDE ELECTRIC HEAT KIT AS SPECIFIED. 9. ALL ROOF TOP UNITS SHALL HAVE R-410A REFRGIERANT. NO R-22 SHALL BE PERMITTED. 10. PROVIDE STANDRAD STATIC DRIVES, UNLESS NOTED OTHERWISE. 11. PROVIDE CONDENSATE DRAIN PIPING CONNECTIONS PER DETAIL ON SHEET M2.0. 12. FURNISH UNIT WITH 2" MERV 8 FILTERS. 13. PROVIDE UNIT WITH PRODIGY M2 BACNET MODULE. NOTES: A. DIRECT DRIVE FAN BLOWER B. PROVIDE CONTRACTOR SUPPLIED MOUNTED AND WIRED GFCI CONVENIENCE RECEPTACLE. C. PROVIDE FACTORY MOUNTED AND WIRED GFCI CONVENIENCE RECEPTACLE. D. MECHANICAL CONTRACTOR TO FIELD INSTALL ALL EQUIPMENT AND ACCESSORIES FOR THIS UNIT ONLY. ACCESSORIES SHALL BE PROVIDED BY HOBBY LOBBY WITH LENNOX RTU ORDER PACKAGE. E. PROVIDE UNIT WITH FACTORY MOUNTED AND WIRED DISCONNECT FOR SINGLE -POINT ELECTRICAL CONNECTION. FAN SCHEDULE MARK AREA SERVED MANUFACTURER CFM ESP MOUNTING FAN V/PH/HZ DRIVE CONTROL NOTES MODEL TYPE HP (W) METHOD CARNES GREENHECK COOK I TWIN CITY ROOFTOP 120/1/60 EF-1 PUBLIC RESTROOMS VEDK12J3 G-098-A 10OC15DH DCRD-090B 700 1 0.125" CENTRIFUGAL 1/4 DIRECT I CONTINUOUS A GENERAL INFORMATION (ALL FANS AS APPLICABLE): 1. PROVIDE GRAVITY BACKDRAFT DAMPER, BIRDSCREEN, AND FACTORY MOUNTED DISCONNECT. 2. NEW EXHAUST FANS REQUIRE A NEW ROOF CURB. ROOF CURB PROVIDED BY GENERAL CONTRACTOR. REFER TO SPECIFICATIONS. 3. PROVIDE FACTORY PRE -WIRED FAN SPEED CONTROLLER FOR DIRECT DRIVE FANS. 4. FANS MUST BE AMCA CERTIFIED AS WELL AS UL OR ETL LISTED. 5. FAN HP/WATTAGE SHOWS THE MAXIUM MOTOR SIZE ACROSS THE MANUFACTURERS. NOT ALL MANUFACTURERS FANS WILL MATCH THE HP/WATTAGE SHOWN. 6. ALL FANS ARE MECHANICAL CONTRACTOR PROVIDED AND INSTALLED. 7. CIRCUITS FOR EXHAUST FAN TO BE RUN THROUGH BAS LIGHTING CONTRACTOR PANEL GROUP 1 (PERIMETER). NOTES: A. FASTEN THE BASE OF EXHAUST FAN TO ROOF CURB WITH (8) #10 SET SCREWS AND NEOPRENE / STAINLESS STEEL BONDED WASHERS (2 PER SIDE). ELECTRIC UNIT HEATER SCHEDULE MARK AREA SERVED MANUFACTURER/MODEL KW INPUT CFM FAN HP VOLTS/PHASE MOCP NOTES UH-1 RECEIVING AREA-114 Q-MARK/MUH-25-21 25 1,800 1/4 208/3 60 A,B,C,D,E,F UH-2 STAGING AREA-113 Q-MARK/MUH-25-21 25 1,800 1/4 208/3 60 A,B,C,D,E,F UH-3 MEZZANINE-112 Q-MARK/MUH-07-81 7.5 650 1 /30 208/3 40 A,B,C,D,E,F UH-4 MEZZANINE-112 Q-MARK/MUH-07-81 7.5 650 1130 208/3 40 A,B,C,D,E,F UH-5 MEZZANINE-112 0-MARK/MUH-07-81 7.5 650 1130 208/3 40 A,B,C,D,E,F UH-6 MEZZANINE-112 Q-MARK/MUH-07-81 7.5 650 1130 208/3 40 A,B,C,D,E,F GENERAL INFORMATION (ALL UNITS): 1. ALL UNITS ARE 208V, 3 PHASE, 60 HERTZ. 2. INSTALL BOTTOM OF HEATER AT ELEVATION INDICATED ON DRAWINGS UNLESS NOTED OTHERWISE. NOTES: A. DISCONNECT SUPPLIED AND WIRED BY CONTRACTOR FOR A SINGLE -POINT ELECTRICAL CONNECTION. B. THERMOSTATS TO BE INSTALLED AND WIRED BY CONTRACTOR. C. PROVIDE WITH MANUFACTURER'S STANDARD LOUVER AND CEILING MOUNTING BRACKET. D. PROVIDE WITH 24V CONTROL TRANSFORMER. E. PROVIDE WITH 2-STAGE THERMOSTAT. F. SUPPLIED BY HOBBY LOBBY AS PART OF THE LENNOX ORDER PACKAGE. p+enb;2 hitecture gineering 710 West Roselown Drive Rogers, Arkansas 72756 Phone: 4 79.636.3545 Fax: 479.636.1209 COA Ho26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w WwC) r Oz w OfN,Z� � ¢0�o B Nz�P7 z=< W o F ¢; U W ZKHUZ� ¢¢ ~ J Q O' 2 Z¢ N= d U 0 Z r LL o-Np J ¢O_zMF¢jW�O _0 ��wW�o< Z.L., iaaioo�_nWa��oZz Q 3¢�oowv�Ly VjL.uo J -tic 2fl- z [n Z=azwr�LL,0 O w U wwW LLJ Z U W C OKrm��W�dZm �wYYow,,,� ooZ3¢o} HU�WDNU a0QL Dwwdd 2)d5 Inn M � � W Q Q - J -jO �=)_j LL Q 0 cn m J J >= W �� o W =� a� w M N C o CQ 0 Cr) w as z as 0 ISSUE BLOCK CHECKED BY: TES DRAWN BY: BEH FILE NAME: M3.0 DOCUMENT DATE: 08-09-13 o&�oe1�3 MECHANICAL SCHEDULES SHEET: M 3. 0 ll)r uITt' WORK LIGHTING (5) Q P3 P3 O w 29 31 0 M- I TYP 2 TYP z — Q SALES LIGHTING (4) M- o P3 P3 o I Q 25 27 0 I TYP Q2 TYP SALES LIGHTING (3) P3 P3 12 21 23 TYP I E4.0 0 I TYP 2 TYP WORK LIGHTING (2) i1c LIGHT FIXTURE SCHEDULE FIXTURE DATA LAMP DATA TAG DESCRIPTION MANUFACTURER CATALOG NUMBER MOUNTING VOLT VA QTY QTY LAMP TYPE C SALES FLOOR COOPER 8TSSF-232-UNV-AD-ICN- SURFACE MVOLT 114 40 4 F32T8 8' STRIP FIXTURE - USE CEILING SPACER AND LIGHT 4P32SC-P11BLK-WG-U HANGER GRP-SSF-U, UNO. SEE NOTE #3 D SALES FLOOR COOPER SSF-232-UNV-AD-ICN2P32N- CHAIN/ MVOLT 62 3 2 F32T8 4' STRIP FIXTURE - USE CEILING SPACER AND LIGHT P11BLK-WG-U SURFACE HANGER GRP-SSF-U, UNO. SEE NOTE #3 F OFFICES COOPER 2GR8-432A-UNV-AD- RECESSED MVOLT 114 25 4 F32T8 2'X4' RECESSED TROFFER ICN-4S32SC-U #12 PATTERN ACRYLIC LENS SALES/ COOPER 8TSSF-232-UNV-AD- CHAIN MVOLT 114 537 4 F32T8 8 STRIP FIXTURE - CHAIN HUNG. MOUNT AT 15'-0" AFF. STAGING AREA ICN-4P32SC-P11BLK-WG-U 36" CHAIN HANGING KIT AYC-CHAIN SET-U. ACNP 95213 NX EXIT SIGN JESSOP GLO-BRITE PF50/7050 RED UNIVERSAL - - - - 2 ___ ___ PHOTOLUMINESCENT TECHNOLOGY ZERO ENERGY CONSUMPTION, MOUNT CENTERED 1'-O" ABOVE DOOR O EMERGENCY COOPER APEL UNIVERSAL MVOLT 3.5 17 2 LED ALL PRO SERIES EMERGENCY LED LIGHT. EMERGENCY THERMOPLASTIC FIXTURE, PAR 36 SEALED AND GASKETED P REMOTE COOPER CLED-WP SURFACE 6V 6 9 1 HALOGEN 6V, 6W HALOGEN, MOUNT CENTERED 1'-O" ABOVE DOOR Q EXTERIOR COOPER XTOR5ARL SURFACE MVOLT 50 14 1 LED LOW PROFILE, CORROSION -RESISTANT, DIE CAST ALUMINUM HOUSING. R DOCK COOPER DKL-40VA-A WALL 120 1000 1 1 INCAND. NOT SHOWN ON DRAWING TO BE PROVIDED WITH LIGHTING PACKAGE EXIT SIGN TO THERMO PLASTIC LED EXIT, NICKEL CADMIUM BATTERY, EE EXTERIOR COOPER CLED-U-WH SURFACE MVOLT 3.3 9 NA LED MOUNT CENTERED 1'-O" ABOVE DOOR EM-1 EMERGENCY COOPER 8TSSF-232-277V-EBP1400E- CHAIN MVOLT 114 44 4 F32T8 8' STRIP FIXTURE WITH EMERGENCY BALLAST - USE AD-ICN4P32N-P11BLKWGU CEILING SPACER AND LIGHT HANGER GRP-SSF-U, UNO. NOTES: 1. VERIFY MODEL NUMBERS AND DESCRIPTIONS WITH MANUFACTURER PRIOR TO PLACING ORDER. 2. VERIFY FINISH/COLOR WITH OWNER PRIOR TO PLACING ORDER. 3. LAST FIXTURE IN EACH ROW SHALL HAVE ENDPLATE. 4. G.C. SHALL SUPPLY ALL LIGHT FIXTURES AND SHALL BE INSTALLED BY E.C. 5. (APPLIES TO ALL LIGHT FIXTURES) IF REQUIRED BY APPLICABLE BUILDING CODE, SUPPORT ALL RECESSED OR LAY -IN LIGHT FIXTURES, DIRECTLY FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, WITH A MINIMUM OF TWO 12-GAUGE WIRES LOCATED AT DIAGONALLY OPPOSITE CORNERS. FIXTURE SUPPORT WIRES MAY BE SLIGHTLY LOOSE TO ALLOW THE FIXTURE TO SEAT IN THE GRID SYSTEM. ATTACH LIGHT FIXTURES TO THE SUSPENDED CEILING SYSTEM TO RESIST 100 PERCENT OF FIXTURE WEIGHT ACTING IN ANY DIRECTION. COMPLETE IN ACCORDANCE WITH APPLICABLE BUILDING CODE REQUIREMENTS. ELECTRICAL SYMBOLS LEGEND LIGHTING CONTROL GROUPS GENERAL LIGHTING NOTES (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) SYMBOL DESCRIPTION GROUP DESCRIPTION INCANDESCENT OR HID FIXTURE A. THESE DRAWING ARE DIAGRAMMATIC IN NATURE AND F0 / 0 (WALL MOUNTED/CEILING MOUNTED) PERIMETER, OFFICES, STAGING AREA, DOCK, VESTIBULE, AND INDICATE THE GENERAL EXTENT OF THE WORK. THE FLUORESCENT STRIP FIXTURE 1 RESTROOM LIGHTING, EXHAUST FANS ELECTRICAL CONTRACTOR SHALL PROVIDE ALL PULL �/® (HATCH DENOTES EMERGENCY BALLAST) BOXED, JUNCTION BOXES, AND INCIDENTAL MATERIAL FLUORESCENT FIXTURE,RECESSED 2 WORK LIGHTING AND LABOR FOR A COMPLETE AND FULLY ® HATCH DENOTES EMERGENCY BALLAST) 3 SALES LIGHTING, LAMP DISPLAY, AND CARD DISPLAY FUNCTIONAL SYSTEM. FLUORESCENT FIXTURE, B. ELECTRICAL CONTRACTOR SHALL DERATE LA NIGHT LIGHT 4 EXTERIOR LIGHTING CONDUCTORS AS REQUIRED BY THE NEC WHEN �® /® EXIT FIXTURE 5 SIGN LIGHTING GROUPED IN COMMON RACEWAYS. (WALL MOUNTED/CEILING MOUNTED) 6 PARKING LOT LIGHTING C. COORDINATE THE EXACT FIXTURE LOCATIONS WITH REMOTE HEAD EMERGENCY FIXTURE 7 CHRISTMAS TREE/ALPINE THE ARCHITECTURAL DRAWINGS. SENSORSWITCH CMR PDT 9 2P OR O APPROVED EQUAL. CONTROLS ALL 8 SPARE D. ALL WIRES RUN BELOW GRADE, IN CONCRETE THAT FIXTURES IN ROOM, IS IN DIRECT CONTACT WITH THE EARTH, OR MASONRY THAT IS IN DIRECT CONTACT WITH THE $ SWITCH, SINGLE POLE, +44" LINO EARTH SHALL BE WET LOCATION LISTED. SENSORSWITCH WSD PDT OR APPROVED E. ALL CIRCUITS SHALL HAVE SEPARATE FULL SIZED EQUAL. WALL SWITCH OCCUPANCY SENSOR NEUTRALS AND EQUIPMENT GROUND BACK TO THE 1p RECEPTACLE, DUPLEX, +18" UNO PANELBOARD, NOT SHARED WITH OTHER CIRCUITS. n RECEPTACLE, DUPLEX, +18" UNO F. ALL LIGHTING CIRCUITS TO BE CIRCUITED TO PANELS �{ ISOLATED GROUND P3 & P4, UNLESS NOTED OTHERWISE. ALL ® RECEPTACLE, DUPLEX FLUSH FLOOR HOMERUNS SHALL HAVE A MINIMUM WIRE SIZE OF #10 AWG CU. RECEPTACLE, DUPLEX FLUSH FLOOR ISOLATED GROUND G. ALL BACKROOM LIGHTING (OFFICES, STOCK ROOM, RECEPTACLE, DOUBLE DUPLEX, +18" UNO RESTROOMS, FRAME ROOM, STORAGE) SHALL BE CLASSIFIED AS PERIMETER CIRCUIT FOR BAS. RECEPTACLE, DOUBLE DUPLEX, +18" UNO lw ISOLATED GROUND H. ALL PERIMETER SALES FLOOR LIGHTING SHALL BE QAN INSTALLED AT 2'-0" (+/-4") OFF ADJACENT WALL RECEPTACLE, SPECIAL, +16" UNO TO MIDDLE OF LIGHT FIXTURE. REFER TO TYPICAL ® POWER POLE WALL WASH LIGHT FIXTURE DETAIL #5, SHEET E4.0. I. MAINTAIN THE CIRCUITING AS SHOWN. ALL �_ CIRCUIT, EXPOSED LIGHTING SHALL BE CIRCUITED THROUGH BAS (EXCEPT EXIT SIGNS, EMERGENCY/EGRESS AND CIRCUIT, CONCEALED NIGHT LIGHTS). J. CEILING SPACERS ON SURFACE MOUNTED STRIP CIRCUIT, BELOW GRADE OR FLOOR LIGHTS SHALL INITIALLY BE PLACED APPROXIMATELY HOMERUN CIRCUIT 2'-0" FROM END OF LIGHT FIXTURE AND 4'-0" ON CENTER ALONG ROW FROM THERE. EVERY FIXTURE —� LOW -VOLTAGE WIRING SHALL HAVE 2 SPACERS INCLUDING 4'-0" STRIP FIXTURES. ALL 4'-0" STRIP FIXTURES SHALL HAVE SPACERS LOCATED AT EACH END. REFER TO DETAIL RECEPTACLE, PLUGMOULD #12, SHEET E4.0. CONTINUATION OF CIRCUIT ° LOWERCASE LETTER INDICATES PART) K. REFER TO LIGHT FIXTURE SCHEDULE, SHEET E1, FOR JUNCTION BOX FIXTURE MOUNTING REQUIREMENTS. Q (WALL MOUNTED/CEILING MOUNTED) L. REFER TO LIGHTING CONTROL GROUPS, SHEET E1.0, 0j NON -FUSED DISCONNECT FOR LIGHTING CONTROL REQUIREMENTS. 0j FUSED DISCONNECT ® KEY NOTES Ij COMBINATION STARTER DISCONNECT lilDOOR BELL PUSH BUTTON 1. EMERGENCY/NIGHT/EXIT LIGHT FIXTURES: F7T DOOR BELL TRANSFORMER CONNECT TO UNSWITCHED LINESIDE OF LIGHTING CIRCUIT SERVING THE AREA. (TYP.) ❑B DOOR BUZZER 2. CHAIN MOUNTED AT 15'-0". HL RTU a MECHANICAL EQUIPMENT, 3. MOUNTED TIGHT TO STRUCTURE #X ROOF TOP UNIT. = FLUSH MOUNTED ELECTRICAL PANEL >♦ SURFACE MOUNTED ELECTRICAL PANEL ® KEY NOT SYMBOL MOTORS X DETAIL REFERENCE XX X-DETAIL NUMBER XX-SHEET NUMBER a, b, c LOWER CASE LETTERS INDICATE SWITCHING CONFIGURATION. p+enb2 hitectApak ure gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 Uj XL W w X N~z �oaN�o Nz�~ zWF=q3 W o F0Lw,X <SUWL�O � WH WF ZKF-OZW Wk' Z<<,owXFao� O a wNoJ<o�z�a?W�o rn���wa$XcnWpjQ} OZ 321 w8a oWe za��< Q z(n <\0SLIc'T L'U�0ZZ <—O J < dz zF-J��rU IrZ O J U W W U W U W 00 TwoxwwWZwm Nvwi Z 0LLI iL'0C �¢ (10 �� L)0V>aDa�aawoaM 1* M W 0 xe Q 0 0 �- J 0 IL:D V- O� 0(6 >= Ld_ m J J=� W g fy = C) M N .� co\z 0 M !` Ix w GA T z i 0 0 ISSUE BLOCK CHECKED BY: PN DRAWN BY: HS FILE NAME: E1.0 DOCUMENT DATE: 08-09-13 LIGHTING PLAN 08 5.4 5.3 5 4.9 4.1 4 3.7 3.5 3.2 3 2.8 2.4 2 1.9 1.6 1.2 1 U U 00 O O 0 8 0 0 �1 LIGHTING PLAN +0 Fir EACH SUBCONTRACTOR SHALL TURN IN A SET OF AS-BUILTS FOR THEIR WORK FOR THE SUPERINTENDENT TO TURN IN TO CONSTRUCTION DESIGN AND DEVELOPMENT DEPARTMENT. SHEET: E1.0 ELECTRICAL ROOM /MEZZANINE POWER 8 MEZZANINE LIGHTING PL 1 /4"=1'-0" I I a� c _ c N< o � Q— L a N 0 CN cc / 00 a) aD o V) w / > U QQ) (Y) V a� Q E �/ L c � o o� 0 m i Q N "� t In 0 a 20 CV / CO \ _ c o � w 0 zi n P3--*- 20 PLAN- (:D a DQI 110 I 3 TYP TYP O O v TYP EA O O O 1 NL E O 1 0 1 NL 1 0 TYP MEZZANINE 112 RESTROOM LIGHTI REF SHEET E1 NG PLAN - Da4 FDDT 1 0 ❑1 NL 110 14 P3 0--al 3 2 SPRINKLER 1 ROOM u I I 117 -- F 8 P3 10 TO BE CIRCUITED NL ❑1 FOR SEPARATE _ SWITCH GROUPS b O a b a b a b b TYP DMA FRAME D❑4 D� 1 o ROOM 1 0 1 0 NL ❑1 102 a a b Cl b a b a FRAME ROOM AND EMPLOYEE LOUNGE LIGHTING PLAN „� 1 /4"=1'-0" a- 5.4 INSTRUCTIONAL AREA LIGHTING PLAN P3 2.4 2 1.9 REF SHEET E1 ALCOVE I I I A -- P D D Uv U TYP NL OSCO CASH OFFICE 111 FRONT OFFICE LIGHTING PLAN O NL s MANAGER'S O OFFICE F TYP EACH SUBCONTRACTOR SHALL TURN IN A SET OF AS-BUILTS FOR THEIR WORK FOR THE SUPERINTENDENT TO TURN IN TO CONSTRUCTION DESIGN AND DEVELOPMENT DEPARTMENT. 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fox: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w wwo r- O Z � 0 NO�-W.~=Z§ W in "V)L'W a>U-O � zu tt zw Q a T~ O Q w0 0 w= z Q N= w pQ Lew LL_d Np�-QO�Z�II-<0 1:0 w X O O0 D 0 Q� w zaK F-Q _ wQ�pW 4wp ojww OW Q J a 2dzwZW ��0 d r � � ZKi OwU LLwU� z ULJ 0O }}=wm�Ow �az3�m �waz, tow< oo 0ao> F- w w o Q U w N w w w z w w< U) ONUooa OKd a-w 0d �_l m 0 �Q Q 00 Lu O J IZ J 0LL Q 0(15 m J J_ J2 LL11 Q 0=o I a- W cM N n 0 cy) 1` w z 1 w 0 ISSUE BLOCK CHECKED BY: PN DRAWN BY: HS FILE NAME: E1.1 DOCUMENT DATE: 08-09-13 081081►3 ENLARGED LIGHTING PLAN �rltt I: E1.1 I I' I a� W C a' D 'S D ,3 = 0 n. } I m I Q �r L L Q f N N O O N N \ Q) a7 ) 00 Q) (D O S w / U Q _U � N Cn Q) Q J E L m N Di C C_ � 3 - D CO L T) C L D w E m Q �Q) N �(D 0 N ,I- �o 2o O N --"_0 co 0 o� w 0 z, +48", 60A/3PH/NF 17 NEMA1 - 208V J 6 (;! ' I (3 x/3MDP1 jH#1 23P1 ' 1 /E4.0 - _.. RECEIVING (60/2 (PART; AREA R2 WP 2 OF 2)P1 114 JANITOR GFI----1------- (35/3) _ 3 MEZZ ABOVE �5 , CLOSET I1 �� MnP1 - �� ,Jk SALES z w FLOOR_ . F-- 101 P 2 P� 6 5.9 5.4 5.3 5 4.9 606 2.4 ( 2) 1.9 1.6 1.2 O 0 o 0 0 coo � POWER PLAN h� w ELECTRICAL SYMBOLS LEGEND (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS GENERAL POWER NOTES SYMBOL DESCRIPTION 17 RECEPTACLE, DUPLEX, +18" UNO A. ALL BREAKERS ARE TO BE LABELED, PROVIDE RECEPTACLE, DUPLEX, +18" UNO TYPED PANEL DIRECTORIES FOR EACH ISOLATED GROUND PANELBOARD. ® RECEPTACLE, DUPLEX FLUSH FLOOR B. ROOF TOP UNIT DISCONNECT ARE PROVIDED RECEPTACLE, DUPLEX FLUSH FLOOR WITH EQUIPMENT. ISOLATED GROUND C. A 1" CONDUIT IS TO BE INSTALLED ON ALL RECEPTACLE, DOUBLE DUPLEX, +18" UNO R.T.U.'S FOR THE PURPOSE OF ROUTING ALL RECEPTACLE, DOUBLE DUPLEX, +18" UNO COMMUNICATION AND LOW VOLTAGE WIRING. ISOLATED GROUND CONDUIT SHALL CONNECT FROM INSIDE THE ELECTRICAL COMPARTMENT OF R.T.U. C� RECEPTACLE, SPECIAL, +16" UNO PENETRATING THE ROOF DECK AND TO EXTEND NO LESS THAN 18" BELOW THE ROOF DECK. ® POWER POLE CONDUIT ENDS SHALL HAVE A CONNECTOR AND BUSHING ON EACH END. CIRCUIT, EXPOSED D. ALL SENSOR, COMMUNICATION, (SECURITY AND CIRCUIT, CONCEALED FIRE AS NEEDED) CABLES SHALL BE PULLED MEZZ ABOVE THROUGH 1" CONDUIT INTO R.T.U. CABLES CIRCUIT, BELOW GRADE OR FLOOR ARE NOT TO BE STRETCHED, NICKED, OR CUT. CABLE IS TO BE ROLLED UP AND TAPED HOMERUN CIRCUIT INSIDE OF UNIT. glgq,p HOT -�� E. AS-BUILTS ARE TO BE COMPLETED AND LOW -VOLTAGE WIRING TURNED INTO THE HOBBY LOBBY SUPERINTENDENT AT COMPLETION OF JOB. RECEPTACLE, PLUGMOULD ° CONTINUATION OF CIRCUIT F. NO M.C. FLEX OR PLASTIC CONDUIT LONGER (LOWERCASE LETTER INDICATES PART) THAN 6' JUNCTION BOX `-' (WALL MOUNTED/CEILING MOUNTED) G. COMPLY WITH NFPA, STATE AND LOCAL BUILDING, AND/OR OTHER APPLICABLE CODES NON -FUSED DISCONNECT AND ORDINANCES. 0j FUSED DISCONNECT H. COORDINATE ALL WORK WITH OTHER CONTRACTORS TO SCHEDULE INSTALLATION AT 0.t COMBINATION STARTER DISCONNECT THE PROPER TIME, IN THE AVAILABLE SPACE, AND ALLOWING FOR PROPER SERVICE ACCESS aDOOR BELL PUSH BUTTON TO EQUIPMENT. 0 DOOR BELL TRANSFORMER I. COMPLY WITH NEC AND HAVE A MINIMUM SIZE OF #12 AWG WIRING. PROVIDE COPPER © DOOR BUZZER CONDUCTORS WITH U.L. LABEL AND 600 VOLT INSULATION OF THHN (DRY LOCATIONS), THWN (WET LOCATIONS), AND THWN OR XHHN FOR HL RTU MECHANICAL EQUIPMENT, SERVICE ENTRANCE. #X ROOF TOP UNIT. = FLUSH MOUNTED ELECTRICAL PANEL a KEY NOTES SURFACE MOUNTED ELECTRICAL PANEL ® KEY NOT SYMBOL 1. INSTALL J-BOX ABOVE CEILING FOR FUTURE y MOTORS POWER POLE. OUTLINE IS OF FUTURE CHECK STANDS. E.C. SHALL ROUGH -IN ELECTRICAL FOR ADDITIONAL CHECK STANDS WITH 6'-0" X DETAIL REFERENCE WHIPS PROPERLY SECURED IN ACCESSIBLE XX X-DETAIL NUMBER CEILING SPACE. XX-SHEET NUMBER 2. INSTALL J-BOX FOR TELEPHONE AT 54" A.F.F. ABBREVIATIONS LEGEND ROUTE 1/2" CONDUIT FROM J-BOX TO ACCESSIBLE CEILING SPACE WITH CONNECTOR (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) AND BUSHING AT EACH END. INSTALL SINGLE GANG PLASTER RING (NO RAISE). AFF ABOVE FINISHED FLOOR + AFF 3. INSTALL NEW 3" DOOR CHIME EDWARDS SIGNALING MODEL A744. INSTALL EDWARDS BAS BUILDING AUTOMATION SYSTEM SIGNALING BUTTON MODEL 600/603 WITH CF CEILING FAN MODEL 590 TRANSFORMER. VERIFY EXACT MOUNTING HEIGHT OF BUZZER WITH JOB CRU COMPUTER ROOM UNIT (HVAC) SUPERINTENDENT. INSTALL APPROVED PUSH BUTTON COVER. CSR CURRENT SENSING RELAY EF EXHAUST FAN 4. ROUTE AIR HOSE FROM CEILING DOWN TO COUNTERTOP THRU POWER POLE. EWC ELECTRIC WATER COOLER 5. POWER POLES PROVIDED BY G.C. AND G GROUND INSTALLED BY E.C. MOUNT POWER POLES ON GFI GROUND FAULT CIRCUIT INTERRUPTER BOTH SIDES OF COUNTER. IG ISOLATED GROUND 6. CONNECT NEW ROOF MOUNTED EXHAUST FAN TO BAS. NEUT NEUTRAL NTS NOT TO SCALE 7. INSTALL TWO 2-1/8" FOUR SQUARE BOXES WITH SINGLE GANG PLASTER RINGS (5/8" REF REFERENCE RAISE) MOUNTED ONE ABOVE THE OTHER AND CONNECTED BY 3/4" CONDUIT FOR THERMOSTATS. ROUTE TWO 3/4" CONDUITS RP RELAY PANEL FROM TOP BOX TO ACCESSIBLE CEILING SPACE. INSTALL CONNECTORS AND BUSHINGS ON EACH TYP TYPICAL END OF CONDUITS. REF E4 DETAIL 14. UH UNIT HEATER 8. NOT USED. UNO UNLESS NOTED OTHERWISE 9. E.C. TO PROVIDE POWER TO NEW POWER WH WATER HEATER ASSIST SLIDING DOORS. VERIFY LOAD WITH DOOR PROVIDER. MOUNT ABOVE ACCESSIBLE WP WEATHER PROOF CEILING. 10. E.C. TO PROVIDE CONVENIENCE RECEPTACLES ON NEW RTU'S. CONNECT TO CIRCUITRY AS SHOWN. 11. NOT USED. 12. ONE J-BOX SHALL BE INSTALLED FOR TWO LETTERS OF SIGN. E.C. SHALL MAKE FINAL CONNECTION. VERIFY SIZE OF SIGN TO BE INSTALLED WITH HOBBY LOBBY. REFERENCE SIGN SCHEDULE FOR SIGN POWER REQUIREMENTS. CONNECT J-BOXES TO DISCONNECT. COORDINATE WIRING BETWEEN J-BOXES WITH SIGN COMPANY. CONNECT SIGN POWER TO BAS. VERIFY MOUNTING HEIGHT WITH ARCH ELEVATIONS. 13. NEW JUNCTION BOX IN ACCESSIBLE CEILING SPACE FOR FUTURE POWER POLE. 14. NOT USED. 15. NOT USED. 16. NOT USED. 17. ONE 2 1 /8" FOUR SQUARE BOX WITH S/G PLASTER RING (NO RAISE) SHALL BE MOUNTED FOR UNIT HEATER SENSORS. A 3/4" CONDUIT OUT OF THE TOP OF THE BOX IS TO BE EXTENDED NO LESS THAN 1 FOOT FROM THE DECK. CONDUIT END SHALL HAVE A CONNECTOR AND BUSHING ON EACH END. 18. VERIFY MOUNTING LOCATION WITH CONVEYOR SUPPLIER. p+enb2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 Uj waj 0 i-Z 0 U) 0 NZW! Zwa�wZ3 LIJ o �InwX <)U_a � as oQoo�=ZoQa-w avlo} conUoQ-vJwaoaFoZXwapw�w Zwc5nL O 38 $'oo'wW-o�w¢R _zaoui mnoWZ,crzo Q c-ow�0 z}_v mwZwzmor F- Inwa=z�_ow�000<0} U) �cnp0¢Dwcnw�Ofz�wQ D0n0a.DXdawoa5 11 tn 0 Q Q 0 wO J 0 �LL 0 O cn �J >= f wQ}� = N�=o ILL Q_ c MN � CQ 0 M ti pq I0 ISSUE BLOCK CHECKED BY: PN DRAWN BY: H S FILE NAME: E2.0 DOCUMENT DATE: 08-09-13 POWER PLAN SHEET: E2, 0 PANEL MDP1 (EXISTING) L � 3 c � � s O S Q) I m I n � L Q N O N � I O N N N \ / 00 w \ Q) 0 N t � V) W / O N Q (n / H Q Cn N Q E J / V) L N � � O C C / O � O � S � L N O N 2 M O`A cl C30 o-0 F- o z j F 0 PANEL P3 (EXISTING "P6", ELECTRICAL CONTRACTOR TO DEMO EXISTING RENAMED) PANEL P4 ELECTRICAL PANELS, TRANSFORMERS, & OTHER PANEL P5 (EXISTING "P7", ELECTRICAL EQUIPMENT INCLUDING CONDUITS AND 6 (EXISTING) RENAMED) 5.6 CONDUCTORS THAT ARE NOT BEING REUSED. rJ.2 PANEL P2 PANEL R1 COORDINATE EXTENT OF DEMOLITION WITH OWNER. (EXISTING) (NEW) PANEL P1 PANEL R2 LIGHTING CONTROL PANEL (EXISTING) (NEW) (NEW) P2 10 3 P q CAL ROOM/MEZZANINE POWER PLAN. NOTES: 1. FOR SIGN DESIGN DETAILS; COLOR, SIZE, ILLUINATION, ETC. CONTACT LARRY HOSTETTER WITH HOBBY LOBBY AT (405) 745-1175 2. E.C. SHALL ROUGH IN POWER AND MAKE FINAL CONNECTION TO SIGN. 3. ALL BUILDING SIGN CIRCUITS SHALL HAVE A DEDICATED GROUND. 4. ALL TRANSFORMERS ARE 120V PRIMARY. © J +120" ^- 0 V UH#3.- UH#4 UH#5 == UH#6 R214 P5 , (40/3) 20 (40/3) 7 R2 P5 (40/3) INSTRUCTIONAL AREAPOWER PL 1 /4"=1'-O" 0,- 1 1 410 FRONT OFFICE POWER PLAN -o p+enb:2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w Wwa W w a F-5~W �S030 n p V0z W FF- --'QO wzt W o ¢SUw QN= �.. QJO QUO Q' 0 w� z ¢w�w�FpO � Fig'-QZO�Z��¢?w�0 QL.- �nwa X(nwpL¢>- O 3:21�s$v00%5W-8Q zccn,��i5aa-'6W_9c"s-gzz Q *,-Q:OwNFU�}��cno Z) a!z MOJUwwUww0Uw (Z 'O 4�0 W-'d?§wm �w=zH<tOww0009Q0>- v)8 o QzXtnwwwz��a (n ��NU �fnd�Q da W�df >M rn 0 0 WO - JO _j Z) LL O 0J �/ CK J �— J = W Q� MLLJ ��=o M M N c�\z 0 or z ISSUE BLOCK CHECKED BY: PN DRAWN BY: HS FILE NAME: E2.1 DOCUMENT DATE. 08-09-13 ENLARGED POWER PLANS SH:E2,1 : L L ' I L Q) c - C 6 c 0 -U z Q) I m Ln >, o a 0o N N � I o � N � \ a) a� o w/ > a cn a) cn a <1j L (n Q c c o L L 0 U) C- M C- �Q) Q N �r- �o 0 � o O N N / 0�) -0 OQ O T o-0 LLJo Z j PLUGMOLD INSTALLATION DETAIL. NOTE: ALL COMPONENTS ARE WIRE MOLD UNLESS NOTED OTHERWISE 512 PLUG MOLD WITH NEMA 5-15R O.C. BUILT INTO PLUG MOLD. XTURE WITH NM2003 SUPPORTING METAL NOT ON PEGBOARD THEN 'ER CLIP. INSTALL (2) SUPPORT OF PLUG MOLD. PLUG MOLD "H OF FIXTURE. 312 PLUG MOLD WITH NEMA 5-15R O.C. BUILT INTO PLUG MOLD. XTURE WITH NM2003 SUPPORTING /IETAL NOT ON PEGBOARD THEN ER CLIP. INSTALL (2) SUPPORT OF PLUG MOLD. PLUG MOLD H OF FIXTURE. 2348 DEVICE BOX MOUNTED TO POWER POLE W/ NEMA BLANK COVER -\ PEGBOARD UPRITE POWER POLE SUPPLIED AND BOOT BASE INSTALLED ON CENTER OF FIXTURE AS SHOWN. PEGBOARD UPRITE PARTIAL ISOMETRIC POWER POLE/ PLUG MOLD DETAIL AT LAMP DISPLAY FIXTURE NTS PEGBOARD SPLICER RAIL WIRE MOLD NM20GBA612 PLUG MOLD WITH NEMA 5-15R RECEPTACLES ON 12" O.C. BUILT INTO PLUG MOLD. INSTALL ON STORE FIXTURE WITH NM2003 SUPPORTING CLIPS. INSTALL ON METAL NOT ON PEGBOARD THEN INSTALL NM2006 COVER CLIP. INSTALL (2) SUPPORT CLIPS FOR EVERY 6' OF PLUG MOLD. PLUG MOLD SHALL EXTEND LENGTH OF FIXTURE. REFER TO E1 FOR LENGTH OF PLUGMOLD F'FFFF'I )FiF'_A"I-[�Ju1!I )r nu 1"-AV 4'r-, T ="f =r 1 %? f J r :�i- G F N_TN .Jr F ixr ir:c pb2 architecture +engineering 710 West Roselown Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w WWn Li U r ZL cn p 00/ ;E� o�Q—gyp D w za�� Z w S Q 3 W o W J Cr- wr —�w z'> w,ozO w �a x~�a�oW— anew a Jo Nc=io z X� allor?o�Zm=auo0o J a 0 j� W a< W (n OW W Q} �w4'Uw0�UOW zaai.a�nrw oa0W�z� mOF-M Wn O Z J ¢aJO�w��U� -Vi 0 zK� �O-�w w 0UowU�zU wWM<wazoo oo W O Q Z�ZW C, WWK� WQ OWU n0a. �aao di(n M 0 Q Q wC' — J JO LL 0oJ m J_ -J W Q� I M W W CM N ^' o I` w z aq 0 ISSUE BLOCK CHECKED BY: PN DRAWN BY: HS FILE NAME: El DOCUMENT DATE: 08-09-13 o8�og 1 /3 ELECTRICAL DETAILS SHEET: E3. 0 L ROOF 4'-101'-3 1/8" c C a � 3 _ °' I M > _ Q_ 00 Q) N 0 0 N �) DO V a_ o co > Q Q) to U) a a) Q E L (n ill 61 C- c- c c j o cn _= mC- a N Q N r ro 0 rli rOT co-0 ou0 >, o-0 w-0 0 z; SECURIT' PANELS FIRE PANELS GIST BAR JOIST WITH ANGER. LIGHT FIXTURE (TYPICAL) �jk15'-O" A.F.F. L/11VI1 J l l ll I,,AL) TYPICAL SUSPENDED LIGHTING SUPPOR DETAIL NTS FURNISH AND INSTALL EMPTY TELEPHONE CONDUITS TO 5' OUTSIDE OF BUILDING. COORDINATE WITH CIVIL PLANS FOR CONTINUATION. (BY OTHERS) ELECTRICAL AT TELEPHONE BOARD (W/O C.P.I. PANELS) NTS BAR JOIST CH0 USE CHAIN HANGER PROVIDED. /115'-0" A.F.F. LIGHT FIXTURE—-' TYPICA LIGHT LOCATION. 4" L WALL WASH FIXTURE DETAIL NTS WALL BEHIND FURRING. NEW FIXTURE SHELF STANDARDS. EXACT PEGBOARD FURRING STRIP. LOCATIONS SHALL BE NM2003 CLIP COORDINATED WITH SHELVINGFIXTURE INSTALLERS. 6'-0" PLUG STANDARDMOLD STRIP SEE ENLARGEMENT BELOW.l'-6" 3'-0" 11'-6"4'-6" 3'-0"4'-601 NEW PLUGMOLD 6 -0" 6'-0PLAN VIEW ELEVATION WIRNTS INSTALL WASHERS AS REQUIRED BETWEEN BACK OF PLUG MOLD AND FACE OF PEGBOARD. FIELD VERIFY QUANTITY OF WASHERS REQUIRED. WASHERS ARE TO ADD STABILITY AT MID SPANS OF PLUG MOLD. L1CIHI..H FACE OF PLUG MOLD AND INSALLW W/ WATHROUGH PLUG MOLD BASE AND CLIP INTO PEGBOARD FURRING STRIP. REINSTALL PLUG MOLD FACE ONCE MOUNTED. )LD MOUNTING DETAIL PHONE SIDE OF POWER POLE - NEW POWER POLES SUPPLIED BY G.C. AND INSTALLED BY ELECTRICAL CONTRACTOR. FRONT (1) 1/ RECEPTACLE SIDE OF POWER POLE POWER POLE MUST BE INSTALLED SO BOTH PHONE AND POWER SIDE IS ACCESSIBLE. DO NOT ROTATE OR SHIFT. GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL PROVIDE 5' OF FLEXIBLE CONDUIT FROM ROUGH IN TO PROVIDE FLEXIBILITY IN MAKING FINAL CONNECTION ABOVE CEILING. ELECTRICAL CONTRACTOR SHALL MAKE FINAL CONNECTION. CONDUIT END SHALL HAVE A CONNECTOR AND BUSHING ON EACH END. (2) 3/4" CONDUIT COLUMN 3/4" CONDUIT TWO (2 1/8") FOUR SQUARE BOXES (ONE ABOVE THE OTHER CONNECTED BY 3/4" CONDUIT) WITH S/G PLASTER RING (5/8" RAISE) SHALL BE EQ. EQ. MOUNTED ON COLUMNS WITH THERMOSTATS. TWO 3/4" CONDUITS OUT OF THE TOP OF THE BOX o SHALL BE EXTENDED 6 INCHES ABOVE CEILING GRID OR TO BE EXTENDED NO LESS THAN 1 FOOT FROM DECK IF EXPOSED STRUCTURE. CONDUIT END SHALL HAVE A CONNECTER AND BUSHING EACH END. THERMOSTAT / SENSOR JUNCTION BOX MOUNTING DETAIL NEW POWER POLE. 2 CAT5 DATA CONNECTIONS. FRONT OF STORE FIXTURE. RECEPTACLE AT BASE OF NEW POWER POLE PLUG POWER STRIP TOCEPTACLE FOR POWER.TO POWER STRIP. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL TYPICAL AT EACH END POWER POLE WORK WITH HOBBY LOBBY PRIOR TO BEGINNING ROUGH INS. POWER POLE AT FRAME COUNTEF NTS NEW J-BOX FOR PLUGMOLD POWER SUPPLY. (2) 120V CIRCUITS SHALL RUN THROUGH J-BOX. THIS SYSTEM SHALL BE RAN THROUGH BUILDING AUTOMATION SYSTEM. CEILING NEW J-BOX FOR PLUGMOLD POWER SUPPLY. (3) 120V CIRCUITS SHALL RUN THROUGH J-BOX. THIS SYSTEM SHALL BE RAN THROUGH BUILDING AUTOMATION SYSTEM. EFT SIDE VIEW OF ROOF TOP UNIT DISCONNECT MOUNTING AT ROOF TOP UNIT JNTS 000 00 000 00 o°°o°oO O rn STANDARD DUPLEX RECEPTACLE AT 33 3/4" A.F.F. (TO CENTERLINE). REMOVE KNOCKOUT IN BACK OF TIME CLOCK MOUNTING BASE.NEW SINGLE GANG DATA BOXAT 33 3/4" A.F.F. (TO CENTERLINE) MOUNTED RECESSED IN WALL. NEW CAT 5 CABLE SHALL BE RUN FROM DEMARC AND RAN DOWN WALL LL_ AND INTO BOX. TERMINATION QOF CABLE AND INSTALLATION OF TIME CLOCK BY OTHERS. Q TIME CLOCK FINAL 10 NSTALLATION DETAIL CONDUIT WALL SCREWTHROUGH PLUGMOLD INTO WALL. NTION BOX. CONDUITIN IN WALLSCREW PLUGMOLD INTO WALL. TYP 2348-22348-2 NM2006 COVER CLIP JUNCTION TYPICAL U.N.O.BOX. LL_ <QNEW PLUGMOLD SHALL BE INSTALLED ON 2'-0" - (2) 6' PIECE WALL. MOUNT (1} RUN AT 4" A.F.F. ROW 18'-0" - (3) 6' PIECES SHALL HAVE (2) 120V CIRCUITS INSTALL SUPPORT CLIPS AS REQUIRED. 2z NOTE: GLAZING MAY VARY OR MAY NOT BE -------- INSTALLED. SEE SHEET Al FOR GLAZING LAY OUT.DETACH FACE OF PLUGMOLD AND INSTALL COORDINATE PLUGMOLD LOCATION WITH GLAZING.SEE SHEET E2 FOR PLUGMOLD LOCATION. SCREW W/ WASHER THROUGH PLUGMOLD BASE INTO WALL. REINSTALL PLUGMOLD FACE ONCE MOUNTED. PLUGMOLD AT VESTIBULE NTS PLUGMOLD AT CHRISTMAS TREE BASE NTS (4) 1/20 'HON 'OWE OR SHIFT INTO CORNER GENERALNOTES: LL. a 00 1. ELECTRICAL CONTRACTOR SHALL PROVIDE 5' OF FLEXIBLE CONDUIT FROM ROUGH IN TO PROVIDE FLEXIBILITY IN MAKING FINAL CONNECTION ABOVE CEILING. ELECTRICAL CONTRACTOR SHALL MAKE FINAL CONNECTION. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL POWER POLE WORK WITH HOBBY LOBBY PRIOR TO BEGINNING ROUGH INS. POWER POLE AT CHECK STAND NTS 7 11/16" 1 5/8' SCREW MOUNTING H OLE. o 5 1/2" L�8" 00 00 TIME CLOCK MOUNTING DETAIL NTS NEW PLUG MOLD SHALL BE INSTALLED ON NEW (2) NEW J-BOXS FOR PLUG MOLD POWER SUPPLY. FIXTURE STANDARDS. PLUG MOLD SHALL BE (2) 120V CIRCUITS SHALL RUN THROUGH EACH CENTERED BEHIND CHRISTMAS TREE BASE. EACH J-BOX. THIS SYSTEM SHALL BE RAN THROUGH �� ROW SHALL HAVE (2) 120V CIRCUITS (TOTAL OF 4) LIGHTING CONTACTOR PANEL. NEW FIXTURE SHELF STANDARDS. RACE WAY SHALL RUN UP 36'-0" - (3) 6' PIECES NM20 GBA612 EXACT LOCATIONS SHALL BE TO CEILING OR INTO JOIST COORDINATED WITH FIXTURE INSTALLERS. SPACE IN EXPOSED INSTALL #806 COVER AT JOINTS RACE WAY SHALL RUN UP TO CEILING OR INTO so so 11 em ___ ________ Is _ JOIST SPACE IN EXPOSED 800BC RACEWAY IF L--- --------- NM2347 4NM2010B E4.0 NM2347 NM2006 COVER CLIPQ00 TYPICAL U.N.O. 0ADJACENT FIXTURE.CHRISTMAS TREE BASE. ADJACENT FIXTURE. (SHOWN FOR REFERENCE ONLY) (SHOWN FOR REFERENCE ONLY) DO NOT CUT SHELVING STANDARDS FOR PLUG MOLD. PLUGMOLD AT ALPINE DISPLAY WALL WITH BUILDING AUTOMATION SYSTEM NTS ELECTRICAL CONTRA SHALL FURNISH AN[ A NON -FUSED 60DISCONNECT ON SW OF DOOR. USE 480� AVAILABLE. 480V 3 PH. = 21208V 3 PH. = 48INSTALLATION SHALI WITH ALL LOCAL CC Q0 EXACT LOCATION OF BALER DISCONNECT SHALL BE LOCATED BY JACK JOHNSTON WITH HOBBY LOBBY AT (405) 745-1351. BALER ELECTRICAL DETAILNTS HED R archtecture +eni710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 Engineer of Record Pankaj Neupane, P.E. r OzO !n Z Z W. X 2? i 0UwwQQ a F~ a O O N= z Qdw pQ tW UOZw�cnaF--0E,-0w3EN0,03 w Ow Oo w w az oo wiz' ZZ "((DL rF i W� ZQ _j0 1,1wW wrn0 0 W O w U zOwaZ HmOOw�00(�QO}L00.0<Dw0wwwzw < (n >m >0 W0 Q Oc. JJw Q0a- NCqMN�0 �Z) ISSUE BLOCK DRAWN BY:HS FILE NAME: E4.0 DOCUMENT DATE: 08-09-13 o8jogjl3 ELECTRICAL DETAILS SHEET: E4.0 - - ---- -- _. __ - __- - - - - - - -- I I'_ I I I _ I 'I ' !IP' II ' I III I _ .- I f _. _ I 11 I I I I I I w z z_ Y C, z J IT rya Q -0 =6 V) Q) m w :�:. I w v) -1- '�: o �, CV o- I') a) _ N O CV O 0) N -, '_ 00 V) a n N w C- > V) a ,-- U) U U vi Q Q -I N CY � III V) z o, z c Y � 0 O z o Q J -:�'_ Q� W Q - _ L mQ :�j N 'tO O 'I- 0 N I's n O O N N / C) -0 . \_0 00 O o-0 �o zFr , RISER DIAGRAM LEGEND NEW EQUIPMENT EXISTING EQUIPMENT ------- EQUIPMENT TO BE DEMOLISHED ETR EXISTING TO REMAIN NOTE: ALL OF THE ELECTRICAL DEVICES SHOWN ON THE RISER DIAGRAM ARE EXISTING AND ARE BASED UPON AS -BUILT DRAWINGS. E.C. SHALL VERIFY THE EXACT EXISTING CONDITIONS, SIZES AND LOCATIONS OF EQUIPMENT PRIOR TO ROUGH -IN. THIS RISER IS SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ANY NEW DEVICES ARE SHOWN IN BOLD AND ARE NOTED. PANELBOARD: MDP1 BUS AMPS: 2500A EQUIPMENT GROUND BUS MAIN SIZE/TYPE: 2500A M.C.B. SERVICE ENTRANCE RATED VOLTS/PHASE: 208Y/12OV, 3PH, 4W SERVES: HOBBY LOBBY LOCATION: STAGING AREA MOUNTING: SURFACE CKT DESCRIPTION I VA/PHASE WIRE SWITCH FUSE P P FUSE SWITCH I WIRE VA/PHASE DESCRIPTION CKT NO. I I A B C NO. I FRAME I I I I FRAME NO. A B C NO. 3,360 1 SPARE ...� . . -- 30 - - 3 3 35 60 8 ' 3,360 BALER 2 . NEW 17, 880 3: ]. PANEL P1 . ... -- 200 200 3 3 200 200 .... ..: 16,280 .`. PANEL P2 4 EXISTING ­. 17,000 EXISTING 10,206 ::: 16, 421 .._ 5 PANEL P5 .....I.1­...-1....­­.­1...." 10,206 -- 200 200 3 3 200 200 :: 17,160 PANEL P3 6 EXISTING 8,646 : : ;._...; 13,012 EXISTING 9,576 ... .. . 7 PANEL P4 .....—.—..'.I.I...­ ­..I....��.­ .. 9,576 . -- 200 200 3 3 -- 200 _ = SPARE 8 - EXISTINGEXISTING ((((( ---- ....­...­ ­­....I��...� ­...­1......,,..I...-.. ­...­'......1..... 8,208 9 SPARE -- 400 -- 3 3 -- 400 ... .... .......I. SPARE 10 ......�..­I...."I.­;.... .I.....­..I...­­..... ........­.....­..­ . ....�_....­.....I1. .....I...........1..­.... _.­......­...­1 ­�.­.'........­'.1..I.. .1.­..1.­.... _...'......I.. ...1.'...1I,...­..... _........_._.... ­.1'..�I......�.—11. .­�....­.11...­ _.­.I......1 ..._.._..... ......... .. 11 SPARE -- 200 -- 3 3 -- 200 SPARE ....­....'........­�I...� .1...­­........, 12 ..'.........._....._..:.. .�......­....1....I �.....­_....­­....;...1... ..1..'­I. ....­...­I..­.......... ..�...­... ._.­­­............­I....­..1.%.II . ._ 3, 360 ': _... . .. .. . 13 COMPACTOR .I.......'..I. 3,360 8 100 35 3 3 -- 100 SPARE 14 __::i��ll* NEW —...........­1..11..II.. 3,360 15 SPARE -- 200 -- 3 3 -- 200 ... .... SPARE 16 .....I...I­�.'....1... ...I.......I..I.�.... ......I­.I1... .......'I­.­-'..._.- .......: ...—.._.­­. ..: ... '' > . ,..'­.­.1.._­.I. .......' ISPARE -- 200 -- 3 3 -- 200 SPARE ....­.....1 18 .......­­...—.I.­..�_ ......I.­­; 19 SPARE -- 200 -- 3 3 -- 200 .: SPARE [-���...­.­......­.. ..... 20 .........'1... .�.................._...I1.. ...A..1..I.I.. ......1.­.........I­....I.... ......1 21 PANEL R2 2-3/0 400 400 3 3 -- 400 SPARE ...1­-­�.........­..II .. ::.. .... 22 NEW .....­.. .:. II 23 SPARE -- 400 -- 3 3 600 600 2-350 PANEL R1 24 ...�...­....­..............." I.I1........... ­."......­.1..­I.� .. .. .. ...... � ­ ...; >.: .._ ... .. ... ...... NEW 25 SPARE ... . -- 400 -- 3 -- - .. . .....—­..........I....­�­.... SUBTOTAL 23,142 23,142 20,214 37,661 36,800 33,372 SUBTOTAL TOTAL PHASE A - VA 60,803 LOAD CONN. VA DF LOAD CONN. VA DF AMPS 507 COOLING 286,712 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 59,942 HEATING 0 SIGN/DISPLAY 2,640 1.25 AMPS 500 LIGHTING 73,953 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 53,586 RECEPTACLES 41,320 1.0/.51 EXISTING 1.00 AMPS 447 MOTORS 10,080 1.00 LARGE MOTOR 10,080 1,25 TOTAL DEMAND TOTAL PNLBD - VA 174,331 SUPP HEAT 1.00 SHOW WINDOW 1.25 527,399 VA AMPS 484 MISC EQUIP i 96,606 1.00 LTG TRACK I I 1.00 1464 A A WARNING ARC FLASH AND SHOCK HAZARD. APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT (PPE) REQUIRED. NOTES: A. ALL SWITCHBOARDS AND PANELBOARDS SHALL HAVE A COMMERCIALLY PRODUCED PERMANENT LABEL APPLIED, SIMILAR TO THE ABOVE, TO WARN OF POTENTIAL ARC FLASH HAZARDS, IN ACCORDANCE WITH NEC 110.16 AND NFPA 70E. B. LABELING MAY BE COMPLETED BY EQUIPMENT MANUFACTURER, EQUIPMENT VENDOR/SUPPLIER, OR THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THAT ALL SWITCHBOARDS AND PANELBOARDS ARE PROPERLY LABELED IN THE FIELD. , ARC FLASH DETAIL NTS E050-002 UTILITY TRANSFORMER 208/120V, 30, 4W SEC _y (EXISTING) ALL FUSES TO BE REMOVED FROM SPARE SWITCHES AND TURNED OVER TO HOBBY LOBBY. PROVIDE MINIMUM #12AWG WIRE IN 1 /2" CONDUIT WITH 2OAMP CIRCUIT BREAKERS, UNO PROVIDE HANDLE TIES BETWEEN CIRCUIT BREAKERS SHARING COMMON NEUTRAL FOR SIMULTANEOUS TRIP. FURNISH AND INSTALL PLASTIC NAMEPLATE WITH 3/4" MINIMUM, CONTRASTING COLOR ENGRAVED LETTERS AS SHOWN ON PANEL SCHEDULE FOR EACH PANELBOARD AND SWITCHBOARD. THE NAMEPLATE SHALL BE BOLTED OR POP -RIVETED TO EQUIPMENT. RELABEL EXISTING PANELS, ETC., AS SHOWN ON THE ELECTRICAL ONE -LINE DIAGRAM. FURNISH AND INSTALL A TYPED CIRCUIT DIRECTORY IN EACH NEW PANELBOARD AND EACH EXISTING PANELBOARD AFFECTED BY CHANGES. VD VD VD VD VD VD VD PANELBOARD: R1 BUS AMPS: 600A EQUIPMENT GROUND BUS MAIN SIZE/TYPE: M.L.O. (NEW) VOLTS/PHASE: 208Y/12OV, 3PH, 4W SERVES: HVAC LOCATION: ELECTRICAL ROOM MOUNTING: SURFACE CKT DESCRIPTION I VA/PHASE WIRE BKR P P BKR I WIRE I VA DESCRIPTION CKT N0. A B C N0. I AMP I I I AMP NO. I A I B7 C I I NO. 1 6,360 7,200 2 3 HL #1 . 6,360 1 60 3 3 70 1 7,200 HL #6 4 5 ..::::. 6> 360 7, 200 6 7 6,360 6,360 8 9 HL #2 ;; 6,360 _ 1 60 3 3 60 4 = .:. 611 . .. HL #7 10 111.1. 6,360 .: . _ -. . I,360 6,360 12 13 7,200 . . 6,360 14 15 HL #3 7,200 . . 1 70 3 3 60 2 .. 6,360 .__ HL #8 16 17 7,200 _ ........ 6,360 18 19 6,360 I. 7,200 20 21 HL #4 6,360 3 60 3 3 70 3 7,200 HL #9 22 23 . ... - . ..... .......... 6, 360 ;: . .....7, _.. _....... 200 24 25 6,360 .. .. . 6,360 26 27 HL #5 6,360 . 2 60 3 3 60 4 :: 6,360 _. HL #10 28 29 _: :: ,:::: 6,360 ._ 6,360 30 31 SPACE 3,360 32 33 SPACE ,. . .... 3 40 6 .::: 3,360 1. . .._.> HL #14 34 35 SPACE .. _.. . 3,360 36 37 SPACE ... . SPACE 38 39 SPACE . >: ' SPACE 40 41 SPACE SPACE 1 42 SUBTOTAL 32,640 32,640 32,640 1 36,840 1 36,840 1 36,840 SUBTOTAL TOTAL PHASE A - VA 69,480 LOAD CONN. VA DF LOAD CONN. VA DF AMPS 579 COOLING 208,440 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 69,480 HEATING 0 SIGN/DISPLAY 1.25 AMPS 579 LIGHTING 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 69,480 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPS 579 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 208,440 SUPP HEAT 1.00 SHOW WINDOW 1.25 208,440 VA AMPSI 579 MISC EQUIP I 1.00 I LTG TRACK I I 1.00 1 579 A "VD"- CONDUCTORS UPSIZED PER VOLTAGE DROP CALCULATIONS PANELBOARD: R2 BUS AMPS: 400A (NEW) EQUIPMENT GROUND BUS MAIN SIZE/TYPE: M.L.O. VOLTS/PHASE: 208Y/12OV, 3PH, 4W SERVES: HVAC LOCATION: ELECTRICAL ROOM MOUNTING: SURFACE CKT NO. I DESCRIPTION I VA/PHASE WIRE NO. BKR AMP P ITBMKR P WIRE NO. VA/PHASE DESCRIPTION CKT I NO. A B C A B C 1 HL #11 6,360 -, 3 60 3 3 60 6 6,255 ;: .............................................. -: ' :: HEATER #1 2 3 ... 6,360 . .. ..- , .: 6,2551. 1.UNIT 4 5 :: - 6,360 6, 255 6 7 HL #12 7,200 4 70 3 3 60 6 6,255 .: .; UNIT HEATER #2 8 g 7,200 6,255 ..................... 10 11 . ... .... ........ _ .: ` .. _.................. 7, 200 _....... _... _.... . _ .. . 6, 255 12 13 HL #13 6,360 ... 6 60 3 3 40 6 4,323 UNIT HEATER #3 14 15 1. 6,360 : 4,323 16 17 6,360 4,323 18 19 HL #15 7,69b 6 40 2 3 40 6 4,323 UNIT HEATER #4 20 21 7,696 4,323 .. ........ _ . 22 23 SPACE . 4,323 24 25 SPACE . SPACE 26 27 SPACE. . .._.... ..., .1�.... SPACE 28 29 SPACE .-...- ..... ..11...._..... � 14- 1.,I�l..........,.......,...�.-..I. ....'.'..�­..­''­,.­''..,.............. SPACE 30 SUBTOTAL1 27,616 1 27,616 1 19,920 1 21,156 1 21,156 1 21,156 1 TOTAL PHASE A - VA 48,772 LOAD CONN. VA DF LOAD CONN. VA DF AMPS 406 COOLING 75,152 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 48,772 HEATING 0 SIGN/DISPLAY 1.25 AMPS 406 LIGHTING 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 41,076 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPS 342 MOTORS 1.00 LARGE MOTOR 1.25 1 TOTAL DEMAND TOTAL PNLBD - VA 138,620 SUPP HEAT 1.00 SHOW WINDOW 1.25 = 138,620 VA AMPS 385 MISC EQUIP 63,468 1.00 LTG TRACK 1.00 1 385 A "- CONDUCTORS UPSIZED PER VOLTAGE DROP CALCULATIONS - - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- -- -- -- ---- -- -- -- -- -- -- -- -- -- -- -- 2500A 3P MAIN CIRCUIT BREAKER MSWB(EXISTING) I I I 2500 AMPS 208/120V 30 4W (EXISTING) I 2500 l' T � I T T I I T T T T I T T � T I I I I I I I (ETR) ) 30AS 60AS 200AS 200AS 200AS 200AS 200AS 200AS 400AS 400AS 200AS 200AS 100AS 100AS 200AS 20OAS 200AS 200AS 200AS 200AS 400AS 200AS 200AS 600AS 400AS I I (ETR) (ETR) (ETR) (ETR) (ETR) (ETR) (ETR) (ETR) ((ETR) (ETR) (ETR) (ETR) (ETR) (ETR) (ETR) (ETR) f (ETR) (ETR) (ETR) (ETR) (ETR) (ETR) (ETR) (ETR) ((ETR) � SPARE 35AF 200AF 200AF 200AF 200AF 1 I 1 200AF SPARE SPARE SPARE SPARE SPARE I 35AF SPARE I { 1 SPARE SPARE SPARE SPARE I SPARE 1 SPARE 400AF 1 1 SPARE SPARE 600AF SPARE I (NEW) (ETR) (ETR) (ETR) (ETR) (ETR) (NEW) (ETR) (ETR) 2 SETS OF 2"C EACH WITH 2 SETS OF -1 A 2 /2 C H E C I 1 4 #3/0, 1 #3 GR CU. WITH 4 #35OKCMIL, 1#1 GR CU. 1 I 3/4"C, 3 #8, EXISTING EXISTING EXISTING RENAMED RENAMED NEW NEW I 1 #10 GR CU PNLBD PNLBD PNLBD PNLBD P6 PNLBD P7 PNLBD PNLBD P1 P2 P5 AS 'P3" AS 'P4" 3/4"C, 3 #8, R2 R1 208/120V 208/120V 208/120V 208/120V 208/120V 1 #10 GR CU 208/120V 208/120V ELECTRICAL ROOM - - - - - - - - - - - - - I ONE -LINE DI NTS 1.7 - I I I I ING R A M I BALER COMPACTOR I I t 1 I (RECEIVING __ __ __I WHEN REUSING EXISTING BRANCH CIRCUITRY. VERIFY SIZE, RATING, AND CONDITION OF EXISTING BRANCH CIRCUIT CONDUIT AND WIRE PRIOR TO USE TO ENSURE THAT THEY MEET REQUIRED SIZE AND ALL U.L. RATINGS AND REPLACE AS REQUIRED. VD VD VD VD VD VD VD VD p+enb2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 V) p tL -NZ�F V)L"d' a5;OL, � �o a F- F2 Qa F_o joo�=za^i allo}Qo1-z��a�Wo Q J Q2g(n In a�xwN��a� O �Iza$ - �fHv�Q L'U QoiWQ�aWwaJa�� _��ozVIzaO � CEo �o�c~i�, wvjWZUW w _w mwiock:wL' m F- �vWia�yoa5 Owe&zX�a () F_, N U 00 d S X U. d W 0 n.2 >M 0 Q 0 0 ~ JO mi L �LL ON L.L. mJ _i WQ>_� J= G ��=o � a- M N c��z 0 M ti cx = IV 3C I I I= 0 ISSUE BLOCK CHECKED BY: PN DRAWN BY: HS FILE NAME: E5.0 DOCUMENT DATE: 08-09-13 �,� /�'l �' vgj0-7 fi3 'N - ELECTRICAL RISER AND SCHEDULES I SHEET: E5, 0 CONTACTOR SCHEDULE CTR # PANEL CIRCUITS FUNCTION 1 P3 1,3,5,7 1 2 P3 9,11,13,15 1 3 I P3 2,4,6,8 1 4 P3 10,12,14,16 1 5 P3 20,22 1 6 P2 33,35,37,39 1 7 P2 41 28 34 1 8 P1 8 1 9 P3 21,23,33,35 2 10 P3 28,30 2 11 P4 1,3,9,11 2 12 P4 21,23,10,12 2 13 P3 17,19,25,27 3 14 P3 29,31,37,39 3 15 P3 24,26,32,34 3 16 P4 5,7,13,15 3 17 P4 17,19,2,4 3 18 P4 6,8,14,16 3 19 P2 1,3,5,7 3 20 P2 9,11,13,15 3 21 P2 17,19,21,23 3 22 P2 25,27,29,31 3 23 P2 18 3 24 P3 18 4 25 P2 24,26 5 26 -- SPARE 5 27 -- SPARE 5 28 P2 2,4,6,8 7 29 P2 1 10,12,14,16 1 7 30 1 -- I SPARE 1 7 LIGHTING CONTROL FUNCTIONS: 1. PERIMETER, OFFICES, STAGING AREA, DOCK, VESTIBULE, RESTROOM LIGHTING AND EXHAUST FANS 2. WORK LIGHTING 3. SALES LIGHTING, LAMP DISP, CARD DISP 4. EXTERIOR LIGHTING 5. SIGN LIGHTING 6. PARKING LOT LIGHTS 7. CHRISTMAS TREE/ALPINE GENERAL NOTES: A. ALL NEUTRAL SOURCES JUMPERED. B. CONTROL CIRCUIT VOLTS = 120 VAC C. CONTROL CIRCUIT FLA = 12A D. USE ON LY COPPER CONDUCTORS. E. TORQUE TERMINAL SCREWS TO 20 IN-LBS. PROVIDE MINIMUM #12AWG WIRE IN 1 /2" CONDUIT WITH 2OAMP CIRCUIT BREAKERS, UNO PROVIDE HANDLE TIES BETWEEN CIRCUIT BREAKERS SHARING COMMON NEUTRAL FOR SIMULTANEOUS TRIP. ry w z _z Y V) z Q I oc� U� a 3: = -0 Q) >- V) m Q) 1 -2- Q I W .. r'0 a a) O N N I '__l' 0) u7 00 V) o a w a) >= Q V)U I- °' cn 0 Q __j a Q) w/ z V) z M Y .`= V) 3: 0 z -0 _j- a CO == >l m= Q :E a) n N N-) Fl- u7 O N O r' n O , 3 N N / \ T 0) 0 \ -a CO O o-0 � o z PANELBOARD: P1 BUS AMPS: 225A (EXISTING) EQUIPMENT GROUND BUS MAIN SIZE/TYPE: M.L.O. VOLTS/PHASE: 208Y/12OV, 3PH, 4W SERVES: GENERAL POWER LOCATION: ELECTRICAL ROOM CKT I N0. DESCRIPTION IVA/PHASE WIRE NO. I BKR I AMP P I P I BKR AMP I WIRE NO. I VA/PHASE DESCRIPTION CKT NO. A I B I C A B C LO VD 1 PHON BOARD RECEPTS E 720 12 20 1 3 15 12 525 CONVEYER 2 3 INSTRUCT. AREA RECEPTS 900 8 20 1 525 4 5 INSTRUCT. AREA TV RECEPT ;: 180 10 20 1 ;: 525 6 VD VD 7 WATER HEATER 2,250 ....... 10 30 2 1 20 12 360 .. ;;: JANITOR EF 8 91. I'll2,2501. 1. 1 20 6 900 ....:::....: MANAGER'S OFFICE RECEPTS 10 VD 11 EMPLOYEE LOUNGE RECPTS 720 10 20 1 1 20 8 720 CASH OFFICE 12 VD 13 MICROWAVE 1,800 6 20 1 1 20 8 600 TIME CLOCK 14 VD 15 COFFEE MAKER 1,800 " 6 20 1 1 20 10 . .;: 720 `:'.= RTU CONY RECEPTS 16 17 ELECTRIC WATER COOLERS1. 1,125 12 20 1 1 20 81. 900 RTU CONV RECEPTS 18 19 STAGING RECPTS/BUZZER 970 12 20 1 1 20 6 1,080 RTU CONV RECEPTS 20 VD 21 EXTERIOR RECEPTS 540 8 20 1 1 20 10 720 MEZZANINE RECEPTS 22 23 OCK LIGHT/RECEIVING RECEP . .1. 600 12 20 1 1 20 10 ; . 900 SALES AREA RECEPTS 24 VD 25 MAT MACHINE RECEPT 1,040 10 20 2 1 20 8 900 .` SALES AREA RECEPTS 26 27 1,040 1 20 6 960 .. .. SALES AREA RECEPTS /BUZZER 28 VD 29 FRAME ROOM RECEPTS ... ...... 900 8 20 1 1 20 6 .... 1,200 CHECK STANDS - FUTURE 30 VD 31 FRAME ROOM RECEPTS ­111._. 8 20 1 1 20 6 1,200 . CHECK STANDS 32 VD 33 AIR COMPRESSOR1. 10 20 1 1 20 6 1,200 CHECK STANDS 34 VD 35 FRAME ROOM POWER POLE .. 8 20 1 1 20 8 900 VENDING 36 VD 37 INSTRUCTIONAL AREA WH :: 4 20 1 1 20 8 900 `... VENDING 38 VD 39 EMPLOYEE LOUNGE WH '= . 6 20 1 1 20 8 ' :<:: 900 VENDING 40 41 ELEC ROOM RECEPTS .................................. 20 1 1 20 8 900 VENDING 42 SUBTOTAL 6,780 6,530 3,525 5,565 5,925 6,045 SUBTOTAL TOTAL PHASE A - VA 12,345 LOAD CONN. VA DF LOAD CONN. VA DF TOTAL DEMAND AMPS 103 COOLING 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 12,455 HEATING 0 SIGN/DISPLAY 1.25 AMPS 104 LIGHTING 1.25 KITCHEN 3,600 1.00 TOTAL PHASE C - VA 9,570 RECEPTACLES 15,130 1.0/.5 EXISTING 1.00 AMPS 80 MOTORS 3,060 1.00 LARGE MOTOR 1.25 TOTAL PNLBD - VA 34,370 SUPP HEAT 1.00 SHOW WINDOW 1.25 31,805 VA 88 A AMPS 95 MISC EQUIP 12,580 1.00 LTG TRACK 1.00 "VD"- CONDUCTORS UPSIZED PER VOLTAGE DROP CALCULATIONS "LO" - INSTALL LOCKING DEVICE (LOCK -ON FOR CRITICAL LOAD). VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD PANELBOARD: P3 BUS AMPS: 225A (EXISTING) EQUIPMENT GROUND BUS MAIN SIZE/TYPE: M.L.O. VOLTS/PHASE: 208Y/12OV, 3PH, 4W SERVES: LIGHTING LOCATION: GENERAL POWER CKT N0. I DESCRIPTION IVA/PHASE WIRE NO. IBKRIP AMP IPIBKRI AMP WIRE I NO. VA/PHASE DESCRIPTION CKT I NO. I A IB C I A I B I C d 1 PERIMETER LIGHTING­11 1 311 8 20 1 1 2 0 4 1 596 VESTIBULE LI HTING G 2 3 PERIMETER LIGHTING . 1,368 ,: : 6 20 1 1 20 4 1 254 . . CASH/MNGR OFFICE LIGHTING 4 5 PERIMETER LIGHTING .....1 ......... .: ... 1,368 10 20 1 1 20 8 912 INSTRUCTIONAL LIGHTING 6 7 PERIMETER LIGHTING 1,368 1.6 20 1 1 20 8 1,026 . ;... ....._.. .. . FRAME RM LIGHTING 8 9 PERIMETER LIGHTING 1,368 ............. 6 20 1 1 20 8 :> ..: 1,026 * .... . . FRAME RM LIGHTING 10 11 PERIMETER LIGHTING1. 11 1,140 6 20 1 1 20 10 . - 684 EMPLOYEE LNGE LIGHTING 12 13 PERIMETER LIGHTING 1,368 ........ 6 20 1 1 20 10 860 .:a . .... RESTROOM LIGHTING 14 15 PERIMETER LIGHTING 1,430 4 20 1 1 20 10 1,252 RECEIVING LIGHTING 16 17 SALES LIGHTING 1 . 1,368 6 20 1 1 20 8 ...... :; .. 700 EXTERIOR LIGHTING 18 19 SALES LIGHTING 1 1,368 ; 4 20 1 1 20 10 684 MEZZANINE LIGHTING 20 21 WORK LIGHTING 2 1,368 ::: 6 20 1 1 20 10 - 1 254 :: ELECTRICAL ROOM LIGHTING 22 23 WORK LIGHTING 2 1,368 4 20 1 1 20 6 .' .. 1,368 SALES LIGHTING 7 24 25 SALES LIGHTING 3 1,368 ....1. 6 20 1 1 20 4 1,368 .... 1­1.SALES LIGHTING 7 26 27 SALES LIGHTING 3 1,368 ; . 4 20 1 1 20 61.1. 1.1 368 WORK LIGHTING 8 28 29 SALES LIGHTING 4 1,368 6 20 1 1 20 6 1,368 WORK LIGHTING 8 30 31 SALES LIGHTING 4 1,368 4 20 1 1 20 6 1,368 ... .; SALES LIGHTING 9 32 33 WORK LIGHTING 5 : 1,368 . .... . 6 20 1 1 20 6 1,368 SALES LIGHTING 9 34 35 WORK LIGHTING 5 .1. 1,368 4 20 1 1 20 .. . . _ ..:: SPARE 36 37 SALES LIGHTING 6 1,368 >'.: 6 20 1 1 20 ... .;:.. SPARE 38 39 SALES LIGHTING 6 1,368 4 20 1 1 20 . . SPARE 40 41 SPARE 20 1 1 20 ..... .... ::::.:: SPARE 42 SUBTOTAL 9,519 9,638 7,980 6,902 7,522 5,032 SUBTOTAL TOTAL PHASE A - VA 16,421 LOAD CONN. VA DF LOAD CONN. VA DF TOTAL DEMAND AMPS 137 COOLING 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 17,160 HEATING 0 SIGN/DISPLAY 1.25 AMPS 143 LIGHTING 47,619 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 13,012 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPS 108 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL PNLBD - VA 46,593 SUPP HEAT 1.00 SHOW WINDOW 1.25 59,524 VA 165 A AMPS 129 MISC EQUIP I 1.00 I LTG TRACK 1.00 ✓D"- CONDUCTORS UPSIZED PER VOLTAGE DROP CALCULATIONS VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD 001 PANELBOARD: P2 BUS AMPS: 225A (EXISTING) EQUIPMENT GROUND BUS MAIN SIZE/TYPE: M.L.O. VOLTS/PHASE: 208Y/12OV, 3PH, 4W SERVES: GENERAL POWER LOCATION: ELECTRICAL ROOM CKT NO. I DESCRIPTION IVA/PHASE WIRE NO. I BKR AMP I P I P I BKR AMP I WIRE I I NO. I DESCRIPTION CKT I NO. I A I B I C A I B I C 1 - POWER POLE LAMPS 1 600 , .. ... .. 6 20 1 1 20 6 1,200 CHRISTMAS TREE DISPLAY 2 3 POWER POLE - LAMPS . .:: ::. 1,600 ,_:. 6 20 1 1 20 6 1,200 CHRISTMAS TREE DISPLAY 4 5 POWER POLE - LAMPS `. 1,600 6 20 1 1 20 6 1,200 CHRISTMAS TREE DISPLAY 6 7 POWER POLE - LAMPS 1,600 `::.. . . :: 6 20 1 1 20 6 1,200 -' ..:. : CHRISTMAS TREE DISPLAY 8 9 POWER POLE -LAMPS 1,600 . .... ;; 1 __ 6 20 1 1 20 6 1,200 . ALPINE DISPLAY 10 11 POWER POLE - LAMPS 1,600 6 20 1 1 20 6 1,200 ALPINE DISPLAY 12 13 POWER POLE - LAMPS 1,600 6 20 1 1 20 6 1,200 ALPINE DISPLAY 14 15 POWER POLE -LAMPS ` 1,600 8 20 1 1 20 6 1,200 ALPINE DISPLAY 16 17 POWER POLE - LAMPS 1,600 6 20 1 1 20 6 1.1,200 POWER POLE 18 19 POWER POLE -LAMPS 1,600 6 20 1 1 20 8 1,200 POWER POLE 20 21 POWER POLE -LAMPS 1,600 I. 6 20 1 1 20 8 1,200 FRAME CTR POWER POLE 22 23 POWER POLE - LAMPS . . 1,600 6 20 1 1 20 4 1,440 SIGN POWER 24 25 POWER POLE - LAMPS 1,600 6 20 1 1 20 4 1,200 SIGN POWER 26 27 POWER POLE -LAMPS 1,600 6 20 1 1 20 10 360 VESTIBULE RECEPTACLE 28 29 POWER POLE - LAMPS ...... 1,600 6 20 1 1 20 12 . .. ........ .. . 600 FIRE ALARM CTL PANEL 30 31 POWER POLE -LAMPS 1,6001. . 6 20 1 1 20 12 600 SECURITY 32 33 VESTIBULE PLUGMOLD 1,080 . ...1. 6 20 1 1 20 10 360 VESTIBULE RECEPTACLE 34 35 VESTIBULE PLUGMOLD 1,080 6 20 1 1 20 8 .. :v: : 600 POWER ASSIST DOORS 36 37 VESTIBULE PLUGMOLD 1,0801. 1.;> > 6 20 1 1 20 8 600 POWER ASSIST DOORS 38 39 VESTIBULE PLUGMOLD ;' :: 1,080 6 20 1 1 20 8 . 600 ... _ _. POWER ASSIST DOORS 40 41 VESTIBULE PLUGMOLD ....: ` . 1,080 6 20 1 1 20 8 ; 600 1 POWER ASSIST DOORS 42 SUBTOTAL 10,680 1 10,160 1 10,160 7,200 1 6,120 1 6,840 1 TOTAL PHASE A - VA 17,880 LOAD CONN. VA DF LOAD CONN. VA DF TOTAL DEMAND AMPS 149 COOLING 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 16,280 HEATING 0 SIGN/DISPLAY 2,640 1.25 AMPS 136 LIGHTING 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 17,000 RECEPTACLES 41,320 1.0/.5 EXISTING 1.00 AMPS 142 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL PNLBD - VA 51,160 SUPP HEAT 1.00 SHOW WINDOW 1.25 36,760 VA AMPS 142 MISC EQUIP 7,800 1.00 JLTG TRACK 1.00 102 A ✓D"- CONDUCTORS UPSIZED PER VOLTAGE DROP CALCULATIONS PANELBOARD: P4 BUS AMPS: 225A (EXISTING) IEQUIPMENT GROUND BUS MAIN SIZE/TYPE: M.L.O. VOLTS/PHASE: 208Y/12OV, 3PH, 4W SERVES: LIGHTING LOCATION: ELECTRICAL ROOM CKT DESCRIPTION I I WIRE I BKR P P BKR WIRE VA/PHASE DESCRIPTION CKT NO. I I A I B I C I N0. AMP I I I AMP I NO. I A I B C I NO. 1 WORK LIGHTING 10 1,368 6 20 1 1 20 8 1,368 1­1SALES LIGHTING 16 2 3 WORK LIGHTING 10 .. : 1, 368 - ;:::.:' 6 20 1 1 20 6 1,368 SALES LIGHTING 16 4 5 SALES LIGHTING 11 1,368 6 20 1 1 20 8 .. .. 1,368 SALES LIGHTING 17 6 7 SALES LIGHTING 11 1,368 ... .. 6 20 1 1 20 6 1,368 _. SALES LIGHTING 17 8 9 WORK LIGHTING 12 1,368 6 20 1 1 20 8 1,368 WORK LIGHTING 18 10 11 WORK LIGHTING 12 1,368 6 20 1 1 20 6 1,368 WORK LIGHTING 18 12 13 SALES LIGHTING 13 1,368 . .: 6 20 1 1 20 8 1,368 SALES LIGHTING 19 14 15 SALES LIGHTING 13 11368 . .. 6 20 1 1 20 8 ' 1,368 SALES LIGHTING 19 16 17 SALES LIGHTING 14 -: 1,368 6 20 1 18 19 SALES LIGHTING 14 1,368 8 20 1 20 21 WORK LIGHTING 15 1,368 :.... 8 20 1 <: ;: .... 22 23 WORK LIGHTING 15 1,368 6 20 1 26 25 .. 271. 28 29 .. 30 31 _ . _. . 32 33 .. ,;:: ., I. 34 351. 36 37 _.. .. 38 39 40 41 .:::...::: ...... __ .....--_ . .. ::... . `:.: :: ...._.....I......_.. 42 SUBTOTAL 5,472 5,472 5,4 2 4,104 4,104 2,736 SUBTOTAL TOTAL PHASE A - VA 9,576 LOAD CONN. VA DF LOAD CONN. VA DF AMPS 80 COOLING 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 9,576 HEATING 0 SIGN/DISPLAY 1.25 AMPS 80 LIGHTING 27,360 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 8,208 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPS 68 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 27,360 SUPP HEAT 1.00 SHOW WINDOW 1.25 34,200 VA AMPS 76 MISC EQUIP I 1.00 LTG TRACK 1.00 1 95 A /D"- CONDUCTORS UPSIZED PER VOLTAGE DROP CALCULATIONS PANELBOARD: P5 BUS AMPS: 225A (EXISTING) EQUIPMENT GROUND BUS MAIN SIZE/TYPE: M.L.O. VOLTS/PHASE: 208Y/12OV, 3PH, 4W SERVES: GENERAL POWER LOCATION: ELECTRICAL ROOM CKT DESCRIPTION j WIRE I BKR P P BKR I WIRE I DESCRIPTION CKT NO. I I I A I B I C NO. I AMP I I AMP I NO. 1 A B 1 C I NO. 1 4 323 ... 2 25 6 1 560 ........ HP 1 2 3 UNIT HEATER #5 4,323 :: 6 40 3 1,560 _ .. _ _ _. 4 5 . .; 4,32.3... 1 20 ... ..: ._ SPARE 6 7 4,323 ..... I.....-. 1 20 . . SPARE 8 9 UNIT HEATER #6 -...--...... ...'...-.-.. 4,323 ---­1. .......... 1... I...I.. ....­............ 6 40 3 20 .... _ _ .. I.. I. SPARE 10 11 1.'.I..'I. .I­...... ..,.........., ..�....­....­l........ 4,323 H 20 ­...... SPARE 12 13 SPARE .I ...................................... ..�11... ..­..... .,..'. ...... ..� ...­....�._..­ "...s..­.......�..... .'..­­......'...... ......... ..... ...� ...­...... 20 1 ... ......._......................._ -... .. ......... 14 15 SPARE .... �1 .. .I... ..�.. ..... ..'. ...- ..—.. ..'�. ....­....._­......I .. ...I....... .. .­�....­...I. 20 1 3 70 . .. ,. ..1 ... . . ...­ .............. . SPARE 16 17 ....­......�........­�.�.. .' ...­.... 1l `::. .I �.�I ..1.�. .­.. ..1 18 19 SPARE ...­.., -�1 . I. ....... ..—..­...... 40 3 1 20 1. ..I.. .1..1'....�1­ .....�. ..­. .. SPARE 20 21 _.... 1 20 _. . _ _. . SPARE 22 23 SPARE . __.... �...� 20 1 1 20 ... -.' SPARE 24 25 1 20 SPARE 26 27 SPARE ..­.......... 70 3 1 20 __....._._ .... SPARE 28 29 _ ...... .. 1 20 SPARE 30 31 SPARE 20 1 1 20 SPARE 32 33 SPARE 20 1 2 40 SPARE 34 35 SPARE 1 ;: . 36 37 SPARE .......... _ _.... .......... 20 1 .. _. 38 39 SPARE 20 1 3 20 ................. SPARE 40 41 SPARE ....:::.... ....... ....... _. 20 1 ;' _.... . 42 SUBTOTAL 8,646 8,646 8,6 6 1,560 1,560 SUBTOTAL TOTAL PHASE A - VA 10,206 LOAD CONN. VA DF LOAD CONN. VA DF AMPS 85 COOLING 3,120 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 10,206 HEATING 0 SIGN/DISPLAY 1.25 AMPS 85 LIGHTING 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 8,646 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPS 72 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 29,058 SUPP HEAT 1.00 SHOW WINDOW 1.25 29,058 VA AMPS 81 IMISC EQUIP 25,938 1.00 JLTG TRACK 1.00 81 A /D"- CONDUCTORS UPSIZED PER VOLTAGE DROP CALCULATIONS VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD Ll VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD p+enb2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w W LL. 0 oz W 0 V) Ow �ZK�- OwN�wZ LLJ 0 �v)twi ��J ¢SUti�¢a ¢ Jo N=Z � w� tF�O aU5<¢'_ zvU Z 3,�-0a�M$�olo¢ ,.' Ovw$0zzO� ap'-w(onF0- a w Z X H 0a \�o,5oow'Ma,zofz5 �Q ¢�o jw} NLlnov- � Xz �O_UwwU�WZUw 0 o W m W O W w W m ¢ z Nw z'I-towL'003<oLf)} (O iEz)nto 0(nn.=)waaw0a75 >= M 0 w Q Q > 22O 0 I-- w J �LL 00� m-1 J >' rn �_ J = Q>_� w = o O- m o\z MN cLU-4 M I` w 0 = as O ISSUE BLOCK CHECKED BY: PN DRAWN BY: HS FILE NAME: E5.1 DOCUMENT DATE: 08-09-13 dA 7 M ���(G'i4 os (04t i3 ELECTRICAL SCHEDULES SHEET: E5.1 0 5.8 9 5.2 ( 5 ) 4.6 (D CAMERA INSTALL NEW BLUE CAT5 TO AREA SHOWN ON PLAN FOR NEW CAMERA LOCATIONS. AT THE END OF EACH CABLE ALLOW FOR A PIGTAIL 21' LONG FOR FINAL CONNECTION JUST PRIOR TO STORE OPENING. EXACT LOCATIONS OF CAMERAS SHALL BE DETERMINED AT TIME OF INSTALLATION ALL RUNS SHALL TERMINATE 0 AT THE CAMERA CONTROLLER IN THE MANAGER'S (2) BLUE CAT 5 CABLE OFFICE. TYPICAL OF ALL LABELED CAMERA. TO DEMARC. COIL UP IN CEILING. LEAVE AMPLE RECEIVING CABLING TO REACH JANITOR AREA STAGING ANYWHERE IN LOUNGE. FRAME SPRINKLER CLOSET 114 AREA 108 ROOM ROOM - _AMEFAli V CAMEA - - -- -- - --- -- -- Q 0 EO EQ.. - (4) BLUE . CAT. 5, CABLE _TO.-__ G DEMARC. WIRING SHALL BE LONG -- I - - ENOUGH TO REACH ALL AREAS _ OF THE FRAME SERVICE COUNTFR91-01, oo ` (1) WHITE CAT 5 TO DEMARC. it i - - CY I;b I Y EED i t E t CAMERA hill bEARC. (1) ;WHITE CAT 5 TO i -- �' LLL 1 { L l CAMERA E /J I CAMERA ---- - t - -, I I i r - I I I F- i SAFES I I Li t; FLOOR `_ L_� J Z 9 qq { ' Q (1) WHITE CAT 5- TO DEMARC_ , 1 i i + I ! D I i f 1 i I Li 1 { { i i P I 1 , - x. f _ z _ a d- --_J L__ (1) WHITE CAT 5 TO DEMARC. �,.-. I__-� - U i7 : —.. _ _ - - - - - - - - -... - _ __ . r} } •^xM i 0 C 2 -$ 20'-1" 7'-6" (1) WHITE CAT 5 TO DEMARC. Q 1 - - LLj + i I z I i ;p UCAMERA UCAMERA Q 1 () WHITE CAT 5 AND (1) WHITE CAT 5 AND I ; I + (2) BLUE CAT 5 TO DEMARC. (2) BLUE CAT 5 TO DEMARC.- i I i I ; A* / Ake' • ^ N CAMERA CAMERA CAMERA { ' % { CAMERA � C� q � A* ,*� a ALCOVE - -- --' °--- -' �--� I -'-' -- COIL CABLE IN CEILING. - LEAVE AMPLE AMOUNT OF ' CABLES TO REACH ANY (1 ) BLUE CAT 5 TO DEVI,CE_Sh,QWN__QN _E1. OFFICE FROM DEMARC. 8.1 r � - - --- - ``° - - --- � { i I— - -- - -- ���� �f, -"�\ _�J ' 3 y � f � <`� (4) BLUE CAT 5 .._.,' _ � f r B C- INSTRUCTIONAL CABLES TO DEMARC. C I i AtRA ~f" CONT OLLER {� I AREA ;I I (1) WHITE CAT 5 AND (3) 103 i a BLUE CAT 5 TO DEMARC. A.5 CASH MANAGER'S A.3 \j CAMERA - -- I -- - CAMERA' <�AMERA OFFICE OFFICE 111 1 f0 A 2 ` -(+) _BLUE CAT 5 _. I j ! CABLE TO DEMARC. a! I i E TELECOMMUNICATIONS PLAN 332"=1'-O" 'LOX% (D 0 I T AMERA MEZZANINE COMM 3/32"=1'-0" n 5.2 O PLAN DEMARC. ELECTRICAL ROOM COMM 3/32"=V-0" TELEPHONE NOTES: 1. ALL CABLES RUN BACK TO DEMARC BY G.C. ELECTRICIAN TO RUN CONDUIT, AND SET BOX. ELECTRICIAN TO DROP CABLE DOWN ON PHONE LOCATIONS WITHOUT POWER POLES. 2. ELECTRICIAN TO DROP CABLES DOWN POWER POLES. 3. ALL CABLES TO BE LABELED ON EACH END. 4. SEE SHEET E1 FOR DEVICE BOX, CONDUIT AND MOUNTING REQUIREMENTS. (1) WHITE CAT5 PHONE CABLE (1) BLUE CAT5 DATA CABLE AND (1) WHITE CAT5 PHONE CABLE (4) BLUE CAT5 DATA CABLES (1) BLUE CAT5 DATA CABLE CAMERA: (1) BLUE CAT5 DATA CABLE TO CONTROLLER THERE ARE (48) TOTAL BLUE CATS LOCATIONS. THERE ARE (18) TOTAL WHITE CATS LOCATIONS. ACH SUBCONTRACTOR SHALL TURN IN A SET OF AS -BUILT OR THEIR WORK FOR THE SUPERINTENDENT TO TURN IN TO :ONSTRUCTION DESIGN AND DEVELOPMENT DEPARTMENT. 02 o O (D iM1440 M 11 1 � ' WA1 A OH p+enb2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 ui w U) 0 Lowr 00 Zer ~U0 D w z�� Zs,"" H affiQ3 W� --'Woo� k-`' z�l- azw da �oaw0 �w"c=izi2 0 w� �z ¢ 00 O� ago}¢o�¢jW�o J cnc�yrvl nwa�XcnOwp�a} 3w�Do�DOW%waaDa ww0 009:XX0ZZ Z��Q Q 3Q:�oo``u:EwM)_6E` o 0O9w0Qwoww LJ �3�m �w=z%"�ow�ooc�a0 (n H(na]0 <OXNW Xa'z Xw'¢ 0N0 0(11 d �d'aa ta' 0n M n Qo w o _j LLLL OC6 J CO_j LLJ Q �y 0 = LL o MN0W l z 0 ISSUE BLOCK CHECKED BY: -IL DRAWN BY: H. S FILE NAME: E6.0 DOCUMENT DATE: 08-09-13 I— L1J LIJ LIJ (, =z (J� LLJ =L'-z ~ W O I- 0� z TELECOM PLAN SHEET: E6. 0 L Q) W c 0, 0 3 Q m d G) N � 0- N N r7 I o� N � \ N CY) / 00 N N O � w / o d N (/7 N J � L V) a� a, c C: c 3 o V) C: 0 i oV) m� Q :�i °' d N rl- N � •• O O•/ \ T 0) Lj o z j 0 �5.8 9 5,2 ( 5 ) 4.6 0 RECEIVING AREA 114 ' I-: MEN'S STAGING JANITOR RESTROOM AREA /1 I 111 r" r T �� T1 7 AUDIO FLOOR PLAN O STANDARD SPEAKER TYPICAL OF 49. V.C.OS VOLUME CONTROL SPEAKER TYPICAL OF 4. ® HORN TYPICAL OF 2. I f I I I I � SALES FLOOR CEILING IS OPEN TO STRUCTURE. SPEAKERS ARE ON A 30'X30' SPACING. UNLESS NOTED :ACH SUBCONTRACTOR SHALL TURN IN A SET )F AS-BUILTS FOR THEIR WORK FOR THE >UPERINTENDENT TO TURN IN TO CONSTRUCTIOf )ESIGN AND DEVELOPMENT DEPARTMENT. CASH ALCOVE \ OFFICE l09 I DYEE AGE 0 EO 0 0 OU 1� A.5 - A.3 A.2 o 03 02 o i - REF. E77,7111111 I , ; 71 — MOUNT NEW HORN MEZZANINE JI ai''! ��I JUST BELOW DECK. 112 MEZZANINE AUDIO PLAN 3 /32"=V-0" ti 6 5.6 5.2 ( 5 TO SALES AND RECEIVING BELOW REF. E7-2 ELECTRICAL ROOM r 115 ELECTRICAL ROOM 3/32"=1'-0" O r OFI i AUDIO PLAN 2o�j i p+enb hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 LLJ Iw �C-oz- ow 2.-�F Zw�n�wz3 w o �v_, Ww asw000a F- za�H ZW Q S~¢ o W- ¢ N i r JO N=Z F'g'— apo o nv— �w¢3Qnpo'S � x ova O 35(2S07o0x5wwo< Q\,,w OC7U,,z" Z(n aoo -D WJ O Z Q aQ 0av)=ww viwv—,o �Z �OJULW uafWzom O W rl �w W¢��W-W"Lz§gym Nwaz 0Wwooc�ao0 2V,WO <DX0W(rQ�z X0' GNU ncnaz�aawon 5 ry Q Q s �C � LL 00J CO .. J_ L.I>= = w QUO ti T- N-� NCQ C7 as Z c ISSUE BLOCK CHECKED BY: HL DRAWN BY: HS FILE NAME: E7.0 DOCUMENT DATE: 08-09-13 I- W W Lj U Z z W �Wz �O LIJ � f— iO O z AUDIO PLAN ET 3