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HomeMy WebLinkAbout221 Towne Center Blvd 16-309 (a)RESPONSIBILITY SCHEDULE DRAWING INDEX 0 Note; All items contained within Landlord G.C. QW[ler LU these contract documents are to be the responsibility of the General 0 0 0 0 10 Contractor unless otherwise noted. LU W W W U) _j U) _j (0 -1 0� W 9 lj _j _j _j Z < 00 E U) U) z CU Uj ITEM DESCRIPTION z z REMARKS i7 LL F= U_ LL U) 6 5. PARTIAL HEIGHT WALLS AT PRO CENTER 0 SEE PLAN FOR WALL TYPES 4 PARTIAL HEIGHT WALLS AT DESIGN CENTER 3 www.IittIoonIIna.com 2 AUTOMATIC ENTRANCE DOORS G.C. TO PURCHASE FROM F&D VENDOR CONCRETE FLOOR FINISHING G.C. TO GOORD. PROVIDE TAKE -OFF 0 ISSUE FOR BID - 01/14/16 '1 his diraiting and the dejign sbown are t1jepropedy of�UttleDivers�riedArcljitectiiralConstilting The OFFICE PACKAGE FLOORING qro it n, cop _yin g or otber itse of This ra TOILET ROOM FLOORING wilbont tljeir willen consent isprobibited and aty GENERAL infitingement �ill be su�iect to kgal acdon. iC TOILET ROOM WALL TILE 1,5, 0 0 1 AOOO INDEX SHEET WALL BASE X @ Little 2016 A001 CODE / LIFE SAFETY PLAN X PAINT A002 SYMBOLS, ABBREVIATIONS AND ACCESSIBILITY STANDARDS X SUSPENDED AND DRYWALL CEILINGS CIVIL WOOD BLOCKING coo 1 SITE PLAN X TOILET PARTITIONS GRANITE VANITIES GRAD BARS ARCHITECTURAL - Al 00 OVERALL SITE PLAN x TOILET ROOM MIRRORS AD101 DEMOLITION FLOOR PLAN & ELVATION x 2233 LAKE PARK a Mo MM= AF WR l'�, G.C. TO PROVIDE WOOD BLOCKING A101 FLOOR PLAN X DRIVE SUITE 400 AN IM HAND DRYER " M All 02 REFLECTED CEILING PLAN x BMW TOILET TISSUE DISPENSER RAM 0 G.C. TO PROMDE WOOD BLOCKING SMYRNA, GA 30080 A201 ROOF PLAN X M10 SANITARY NAPKIN DISPOSAL G.C. TO PROVIDE WOOD BLOCKING A202 ROOF DETAILS X X SOAP DISPENSER A301 EXTERIOR ELEVATIONS G.C. TO PROVIDE WOOD BLOCKING A302 ENLARGED FRONT ENTRY AREA HAND SANITIZER DISPENSER G.C. TO PROVIDE WOOD BLOCKING. S T 0 Rh E # F Lm, SO'A "No F 06'0 4 A303 ENLARGED PRO ENTRY AREA X AM MT HAND TOWEL DISPENSER I—' ", PAPER TOWELS ONLY BY VENDOR A304 PLAN DETAILS X X BUILDING SIGNAGE 0 01 SIGN PANELS BY VENDOR (SEPARATE PERMff A401 WALL SECTIONS 221 TOWNE CENTER BLVD, 410,141, i1i G.C. TO PROVIDE POWER AND COORDINATION A402 WALL SE . CTIONS X T PYLON MONUMENT SIGN SIGN PANELS BY VENDOR4SEPARATE PERMIT C.C. TO F D COORDINATION A501 ENLARGED OFFICE AREA PLAN. ELEVATIONS & DETAILS X TRASH COMPACTOR AND CONTAINER G.C. TO PROVIDE POWER AND DISCONNECT A502 ENLARGED RESTROOM PLAN, ELEVATIONS & DETAILS X SANFORD, FLORIDA 32771 COMPACTOR DOOR A503 ENLARGED PLA.N, ELEVATIONS & DETAILS X A504 ENLARGED DOCK PLAN, & DETAILS X DOCK LEVELERS AND BUMPERS A601 INTERIOR ELEVATIONS X A700 PARTITION TYPES OVERHEAD DOORS METAL DOOR HOOD A800 DOOR AND FINISH SCHEDULES X - 431 A801 DOOR DETAILS x DOCK SEALS IR 1 F100 MERCHANDISE PLAN - INFORMATION ONLY X DOCK LIGHTS F101 RACKING PLAN & DETAILS - INFORMATION ONLY x F102 DESIGN CENTER PRO SAUES PLAN & DTLS - INFORMATION ON�Y X OFFICE CASEWORK 3 BREAK ROOM CASEWORK AND CABINETS BREAK ROOM TABLES & CHAIRS 1 21 BREAK ROOM MICROWAVES 0 STRUCTURAL BREAK ROOM SINK AM, o S001 GENERAL NOTES BREAK ROOM LOCKERS 3wy 1i R.� S002 SPECIAL INSPECTIONS X �121 > S100 FOUNDATION PLAN AND DETAILS CASH SAFE S102 ROOF FRAMING PLAN AND DETAILS REFRIGERATOR G.C. TO PROVIDE WATER LINE & POWER a 3103 FRONT CANOPY PLANS ICE MACHINE G.C. TO PROVIDE POWER, WATER LINE, AND S201 FOUNDATION DETAILS DRAIN S202 FOUNDATION DETAILS PRO AREA COUNFERIOP G.C. TO PROVIDE POWER AND DATA C\j S301 FRAMING DETAILS x W FIR'E PROTECTION NOTES SCOPE OF WORK STATEMENT PRO SALES COMMAND DESK 3 G.C. TO PROVIDE POWER AND DATA S302 FRAMING DETAILS DESIGN CENTER DESK 0,C. TO PROVIDE POWER AND DATA 1) THE SPACE IS PROTECTED WITH AN AUTOMATIC FIRE THE TENANT IS A RETALFLOOR'NG PRODUCTS -STORE THAT C.C. TO PROVIDE POWER AND DATA MOD DESK 0 PROTECTION SYSTEM (WET SPRINKLERS) CONFORMING SELLS TILE AND WOOD FLOORING PRODUCTS AND THE W CASHWRAPS CHECKOUT COUIll G.C. TO PROVIDE POWER AND DATA _j TO NFPA 13. (1 SYSTEM 2 RISERS) ACCESSORIES TO INSTALL THOSE PRODUCTS. THE MECHANICAL 0 'LL 2) THE GENERAL CONTRACTOR SHALL SUBMIT SHOP MATERIALS FOR SALE ARE EITHER IN.RACK STORAGE OR " fill MPD100 MECHANICAL AND PLUMBING DEMOLITION PLAN X W M DISPLAYED ON THE FLOOR ON PALLETS. FIRE SPRINKLER SYSTEM M100 OVERALL MECHANICAL PLAN X DRAWINGS AND HYDRAULIC CALCULATIONS FOR REVIEW z AND APPROVAL TO THE AUTHORITY HAVING JQRISDICTION FIRE EXTINGUISHERS M300 MECHANICAL SCHEDULES x PRIOR TO ALTERING THE SYSTEM.; G.C. TO SUBMIT THE WORK UNDER THIS PERMIT CONSISTS OF AN INTERIOR M400 MECHANICAL DETAILS X SPRINKLER DRAWINGS TO TELGEN FOR REVIEW ALSO. UPFIT WHICH INCLUDES A NEW OFFICE, * RESTROOMS AND 0 MECHANICAL EQUIPMENT RECEIVING AREAS. THIS PERMIT WILL ALSO INCLUDE (RTU's,�WRBS, EXHAUST FANS, UNIT LL HEATERS, ETC.), EXTERIOR UPGRADES TO ADDRESS ALL ZONING 00' ROOFTOP PENETRATIONS, FRAMES, AND PLUMBING REQUIREMENTS. STRUCTURAL REINFORCING AND CURBS. 7- < 'I's P100 OVERALL PLUMBING PLAN X P200 ENLARGED PLUMBING PLANS X INTERIOR LIGHTING AND CONTROLS 4, P300 PLUMBING GENERAL NOTES, LEGENDS & SCHEDULES X, MODULAR WIRING PW P400 PLUMBING GENERAL NOTES, LEGENDS & SCHEDULES X, "I M15 NS ME X HRE ALARM N F&D VENDOR TO FINALIZE CONNECTIO FP100 FIRE PROTECTION PLAN SET UP / TESTING TELEPHONE DATA LOW -VOLTAGE WIRING G.C. TO PRONE PWR, CONDUITS, BOXES AND CCTV PROJECT TEAM DEFERRED SUBMITTALS PULL MING - WIRE AND SYSTEMS BY F&D POWER POLES ARCHITECT ELECTRICAL 1 . FIRE SPRINKLER SYSTEMS: FIRE PROTECTION CONTRACTOR IS TO ENERGY MANAGEMENT ENTOUGH CONTROLS LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING PROVIDE ENGINEERED DOCUMENTS FOR THE DESIGN OF THE FIRE ED101 ELECTRICAL DEMOLITION PLAN X SOUND SYSTEM BUZZER AND 22/2 WIRING TO E002 ELECTRICAL NOTES AND DETAILS X 5815 WESTPARK DRIVE PROTECTION SYSTEM MODIFICATIONS PER STATE AND LOCAL TRANSFORMER BY G.C. E003 ONE -LINE DIAGRAM ELECTRICAL X X CHARLOTTE, NC 28217 CODES. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY E101 FLOOR PLAN - POWER G.C. TO PROVIDE CONDUITS, BOXES AND E102 FLOOR PLAN - LIGHTING X TEL: (704) 525-6350 APPLICABLE PERMITS. SECURITY SYSTEM PULL MING WIRE AND SYSTEMS BY F&D FAX: (704) 561-8700 E103 FLOOR PLAN - DATA X 2. FIRE ALARM SYSTEMS: FIRE ALARM CONTRACTOR IS TO PROVIDE E104 FLOOR PLAN - FIRE ALARM X STRUCTURAL SITE GRADING LANDSCAPING ENGINEERED DOCUMENTS FOR THE DESIGN OF THE FIRE ALARM E105 ROOF PLAN - ELECTRICAL X LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING PARKING LOT STRIPING SIGNAGE E401 ENLARGED PLANS - ELECTRICAL SYSTEM MODIFICATIONS PER STATE AND LOCAL CODES. CONTRACTOR X 5815 WESTPARK DRIVE E501 DETAILS AND SCHEDULES ELECTRICAL x WILL BE RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS. TRUCKWELL COMPACTOR PAD E601 SCHEDULES ELECTRICAL x CHARLOTTE, NC 28217 CUSTOMER LOAD OUT PAD TEL: (704) 525-6350 3. EXTERIOR SIGNAGE: EXTERIOR SIGNAGE VENDOR IS TO PROVIDE SITE AND PARKING LIGHTING FAX: (704) 561-8700 ENGINEERED DOCUMENTS THAT ARE COORDINATED WITH LANDLORD OF F40 AND TENANT CRITERIA AND PER LOCAL CODES. VENDOR WILL BE NY MECHANICAL PLUMBING ELECTRICAL RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS. PRECISION ENGINEERING GROUP, LLC 5800 E. SKELLY DRIVE, SUITE 1100 TULSA, OK 74135 A493246 (P) 918-749-3000 (F) 918-749-3003 A EORD BUILUN00—UrSLO—N , 4 TRUED To BE A PIUNCIIIAL IN CHARGE A PERMIT ISSUED SHALL BE (�ONS E LICENSC-To PROCEED WITHTHC WORK AND NOT AS DAINI 'T JR 0- IORIJ-Y TO VIOLATE,( 10EL,ALJERORSE AUTH HE TECHNICAL .... ................................. ASIDE ANY OF -THE PROVISIONS OF 1 MIT PRE -VENT PROJECt' NIANAGER CODES OR SHALL ISSUANCE OF A PER EAFTER _�E,;UILDING OFFICIAL FROM THER J L T�iE - E(�TION OF ERRORS IN PLANS, ............................. REQUIRING A CORR VIOLATIONS OF THIS CODE CD CONSTRUCTION OR DRAWN BY J C PERMIT # NO. kEASON DATE NATIONAL ACCOUNT.VENDORS _j . .......................... SITE LOCATION MAP SITE VICINITY MAP' i� LIGHTING: CED NATIONAL ACCOUNTS MOOD MEDIA: 5700 S. MOPAC EXPRESSWAY (BLDG D) COMPACTOR: PTR BALER & COMPACTOR CO. .................... _C� CD SHAWN CAMPBELL AUSTIN, TX 78749 FRED FREER C) C) www.cednationalaccounts.com GARRET HONEA FFreer@PTRCo.com I ..................... < .......................... PHONE: 678.215.3065 garret.honea@mood�nedia.com (0) 770.517.1172 4,41 0_4 @ PHONE: 512.583.8690 (C) 267.977.3442 2 KgAg 0A f_F� INTERIOR DOORS/ "I" � , 1 ................... HARDWARE: DH PACE NATIONAL ACCOUNTS DIVISION INTERIOR FINISHES: PRO CONNECII-11 SPECIALIST gm. 2146 E PYTH IAN RESTROOMS & 2233 LAKE PAR DF SUITE 400 SIGNAGE: ID ASSOCIATES, INC ...................... 0 SPRINGFIELD, MO 65802 BREAKROOM TILE SMYRNA, GA 3C 080 1771 INDUSTRIAL RD. ................ 1 /n ADAM PACE U) DENISE LAMAC dE DOTHAN, AL 36303 NOON UlfiNdi flooranddecordoors@dhpace.com dlamache@flooranddecor.com JILL GRAVATT R, ..................... PH: 417-831-5585 (0) 404-471-1634 E .2121 JGravatt@idassociatesinc.com 41-22. FX: 417-831-5565 .. ....... (C) 404-457-5007 § (0)334.836.1400 x1 68 mi j .... ............ M ENERGY WIRING V6 J iP MANAGEMENT: ENTOUCH CONTROLS SYSTEMS: D&P CUSTOM LIGHTS & 7 ""�vlpgg ikR RESTROOM OFFICE DEPOT C) 661 N. PLANO RD., �UITE 323 WIRING SYSTEMS (D ACCESSORIES: 506 WEST MEADE DRIVE INDEX SHEET RICHARDSON, TX 75081 + 900 63RD AVE. NORTH IW!.�Xn .g in, ""go, `g 'rj�r � ­',!�_ 'W, ­ �� -"r, -IS NASHVILLE, TN 37205 1�"; li.,� brandon.per AS ry�apentOLIchcontrols.com NASHVILLE, TN 37209 CARLI CASE 'p (0) 800.820.3511 NEIL APORTADERA Q nr g "'Tt carli.case@officedepot.com ve neil@dandpcustom lights.com v, mQ"!o%u,,0-,& lw­,pll,-g­l A "T 0 (0) 615.350.7800 MECHANICAL 10� P" 'g� 01 R EQUIPMENT: LENNOX 1 $, 1;l`,ll'4,r:7 ; f 140 TERRY BUCHANNAN SLIDERS/ I i - 06 DATA CABLING: NETWORK ENGINEERING 3y terry. bucannan@lennoxind.com COILING DOORS/ TECHNOLOGIES 0 0 PHONE: 678.446.7554 DOCK EQUIP.: ASSA ABLOY ENTRANCE SYSTEMS ILL 3140 DEMING WAY, NN, 121-5505-00 t 11, 0 MIDDLETON, W1 53562 LOCKERS: ULINE 1900 AIRPORT ROAD PEDESTRIAN DOOR SOLUTION ME 2575 ULINE DRIVE MONROE, NC 28110 SITE SITE ry ANDREW HANDELAND PLEASANT PRAIRIE, W1 53158 (0) 704.290.5520 FOR P: 608.827.2245 CONST. Fwww! I Ittl eonI Ina. Ecom Ili oil 11111 Fit, 4?4 A� UU T f M I Ill row �j EM low MN0L_jME1__ AIMMW 0 IL (1) PHONE: 800.925.5510 (F) 704.290.5555 �AO North www.assabloyentrance.com North 0 1. 14.-16 0. �0 U_ I ? cD ZOE A. X O ry N LL, REQUIRE® PLUM TNG FIXTURES PER 2009 I.P.C. USE AREA Plumbing Fixture Requirements (per Table 7.21.1) OCCUPANT Number of Occupts (EGRESS) = 1,822 divided by 2 = 910 MALE 910 FEMALE REQUIRED LOAD PROVIDED 1 Water Closet per 500 people = 2 Male + 2 Female Water Closet = 2 (+1 unrinal) Male + 3 Female 1 Lavatory per 750 people = 2 Male + 2 Female Lavatory = 2 Male + 2 Female Drinking Fountains 1 per 1,000 people EXIT "E" = 34 Drinking Fountains = 2 (1 Hi and 1 Low) Mop Sink = 1 Required 22 Mop Sink = 1 OCCUPANT LOAD per table 1004.1.2 USE AREA OCCUPANT OCCUPANT N/A LOAD FACTOR LOAD MERCHANTILE 53,202 SF 30 GROSS 1,774 STORAGE, STOCK, SHIPPING, 7,084 SF 300 GROSS 24 MECHANICAL / ELECTRICAL Floor construction (Including supporting beams & joists) EXIT "E" = 34 OFFICE 2,146 SF 100 GROSS 22 TOTAL OCCUPANT LOAD 62,432 SF USE GROUP: 1,820 EXIT REQUIREMENT EXIT CAPACITY TOTAL REQUIRED EXIT WIDTH PER (1005.1) Structural Frame 1,822 X 0.2 = 365 INCHES N/A TOTAL PROVIDED EXIT WIDTH 0 hr. EXIT "A" = 184 Exterior load bearing walls EXIT "B" = 48 N/A EXIT "C" = 68 0 hr. EXIT "D" = 68 Floor construction (Including supporting beams & joists) EXIT "E" = 34 N/A TOTAL EXIT WIDTH PROVIDE = 402 INCHES GAS I METEA,. LOCATION PROJECT TYPE: RENOVATION BUILDING CODES: FLORIDA BUILDING CODE 5th EDITION 2014 Structural Frame FLORIDA BUILDING CODE 5th EDITION ACCESSIBILITY 2014 N/A NATIONAL ELECTRICAL CODE 2011. 0 hr. FLORIDA BUILDING CODE 5th EDITION ENERGY CONSERVATION 2014 Exterior load bearing walls FLORIDA BUILDING CODE 5th EDITION EXISTING BUILDING CODE 2014 N/A FLORIDA FIRE PREVENTION CODE 2014 0 hr. FLORIDA BUILDING CODE 5th EDITION FUEL GAS 2014 Floor construction (Including supporting beams & joists) FLORIDA BUILDING CODE 5th EDITION MECHANICAL 2014 N/A FLORIDA BUILDING CODE 5th EDITION PLUMBING CODE 2014 NUMBER OF STORIES: 1 (ONE) USE GROUP: M MERCHANTILE CONST. TYPE. 2B - NON-COMBUSTIBLE UNPROTECTED - (100% FULLY SPRINKLED) CONSTRUCTION REQUIREMENTS FIRE RESISTIVE RATING PER TABLE 601 & 602 (TYPE 2B CONSTRUCTION) STRUCTURE OR ELEMENT HOURLY RATING U.L. DESIGN NO. Structural Frame 0 hr. N/A Int. & Ext. non -load bearing walls 0 hr. N/A Exterior load bearing walls 0 hrs. N/A Interior load bearing walls 0 hr. N/A Floor construction (Including supporting beams & joists) 0 hr. N/A Roof construction (Including supporting beams & joists) 0 hr. N/A Exit Stair (Shafts) 0 hr. (per 707.4) N/A Exit corridors 0 hr. (table 1017.1) N/A Tenant Seperation Walls 0 hr. (per 708) N/A Anchor Store Seperation from Mall 2 hrs. (per 706) U440 Smoke Barriers 0 hr. (709) N/A ` k FIRE EXTINGUISHER ® EGRESS PATH FIRE ALARM NOTES 1. THIS BUILDING WILL BE EQUIPPED WITH A FIRE ALARM SYSTEM. THE FIRE ALARM SYSTEM SHALL MEET ALL REQUIREMENTS OF NFPA 72.REFER TO SPECIFICATIONS. 2. SEE ELECTRICAL FOR FULL FIRE ALARM DESIGN CRITERIA. 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ALL ! 1436 s(IEC E "Vp2O P S N w . ,. t •« r « w «s « F, W « O N I d°,M Via-- v —0.„—�—-v.zi- ®. ,e:.� ,,r a i F A y° a « sa` ;« ' 'A 1 1 F i 1 I I X T 11 I . •. , 4. 0 , ` a ;• 0, .: « t' s • 45 .A 18 20 20'_ 8,. g'_18° 20'_78' 24'_0” 25._11/J�� 4:. 154: 31'_„3: 41'_34" I I 1 0. « .� K 2.9 3 2 _I� 3,8 4 4.5 5 5,1 6 7 r �� « KNOX OX LOCATION ^ ^. �4 ,NO PARKING FIRE LANE.m� �w 1 EGRESS PLANmm SCALE: 1/16 = V-0" TOTAL HEATED TENANT AREA UNDER ROOF IS 62,432 S.F. CLASSIFICATION Of COMMODITIES 1 THE BUILDING IS CLASSIFIED AS A NON SEPARATED MERCANTILE OCCUPANCY. 2 THE TENANT WILL STORE CLASS 1 -III COMMODITIES AND GROUP A PLASTICS 3 THE STORAGE CONFIGURATION WILL NOT BE HIGH PILED STORAGE. 4. NO COMMODITIES ABOVE 12'-0" AND NO PLASTICS ABOVE 5'-0". FIRE EXTINGUISHER NOT 1. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) IN ACCORDANCE WITH: A TRAVEL DISTANCE TO A FIRE EXTINGUISHER SHALL NOT EXCEED 75 FEET. B. FIRE EXTINGUISHERS SHALT. NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. C. FIRE EXTINGUISHERS SHALL BE CONSPICUOSLY LOCATED WHERE THEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE IN THE EVENT OF A FIRE. PREFERABLY THEY SHALL BE LOCATED ALONG THE NORMAL PATHS OF TRAVEL, INCLUDING EXITS FROM AREAS D. THE TOP OF THE FIRE EXTINGUISHER SHALL BEAT 42" A.F.F. E. G.C. TO COORDINATE WITH FIRE MARSHALL. www.IIttIeonIIna.com This drawing and the design shoran are Ae property of Little Diversified Architectural Consulting. The reprodration, copying or other use of this drawing without their written consent is prohibited and atry infringement will be subject to legal action. (-C) Little 2016 OT IY,yj� � AR.U.246 PROJECT TEAM 4 ::Z r' A PRINCIPAL IN C1IMWU J................. PRUJECI' MANAGER JL ...... I............ DRAWN IiY JC NO. REASON DATE CODE / LIFE SAFETY PLAN 1 1 SUE DATE SHEET NUMBER 1 � • ACCESSIBILITYGUIDELINES G.C. TO PROVIDE RESTROOM SIGN WITH RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGN AT CORRIDOR SIDE OF TOILET ROOM DOOR AS PER STATE AND LOCAL ACCESSIBILITY CODE. 1. AN UNOBSTRUCTED TURNING SPACE OF 60" IN DIAMETER SHALL BE PROVIDED WITHIN AN ACCESSIBLE TOILET ROOM. 2. A CLEAR FLOOR SPACE OF NOT LESS THAN 48" WIDE AND 56" LONG SHALL BE PROVIDED FOR AT LEAST ONE WATER CLOSET FOR THE USE OF THE A. BOTTOM OF TACTILE CHARACTERS SHALL BE MOUNTED BETWEEN 48" AND 60" A.F.F. NOTE: LOCATE DEVICES ON 8 DISABLED. WHEN SUCH WATER CLOSET IS WITHIN A COMPARTMENT, ENTRY TO THE COMPARTMENT SHALL HAVE A CLEAR WIDTH OF 32". A DOOR, . SAME WALLAS DOOR U.O.N. - DOOR FRAME EDGE IF PROVIDED SHALL NO ENCROACH INTO THE REQUIRED CLEAR FLOORSPACE IN FRONT OF THE WATER CLOSET. EXCEPTFORD OR SWING A B BOTTOM OF BRAILLE SHALL BE MOUNTED BETWEEN 48 AND 60" A.F.F. TACTILE SIGN NOTES: CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 42" FOR A LATCH SIDE APPROACH AND 48" FOR THE OTHER APPROACHES SHALL BE PROVIDED • • STROBE (AS APPLICABLE) E TO TOILET COMPARTMENTS DESIGNED FOR USE BY THE HANDICAPPED. THE HEIGHT OF WATER CLOSETS SHALL BE 17" TO 19" MEASURED TO THE 1. RAISED CHARACTERS SHALL TOP of THE TOILET SEAT. C. SIGN TO BE SURFACE MOUNTED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. - .. .�---- - ~-~- •-------� C.I COMPLY WITH 703.2 AND SHALL BE DUPLICATED IN BRAILLE co 3. GRAB BARS AT EACH SIDE OR ONE SIDE AND THE BACK OF THE WATER CLOSET SHALL BE PROVIDED AND SECURELY ATTACHED 33" To THE D. SIGNS SHALL BE IN CONTRASTING COLOR AND NON-GLARE FINISH. / THEMOSTAT, INTERCOM OR SECOND oo z COMPLYING WITH 703.3. RAISED CENTER LINE ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE SHALL BE 4'2" LONG WITH THE BACKEND POSITIONED 12" FROM THE / REAR WALL. GRAB BARS AT THE BACK SHALL BE 36" LONG WITH ONE END POSITIONED 6" FROM THE SIDE WALL. THE DIAMETER OR WIDTH OF THE / ROW OF RECEPTACLES CENTER TO CHARACTERS SHALL BE 1 GRIPPING SURFACES OF THE GRAB BARS SHALL BE 1-1/4" TO 1-1/2" AND THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2". // ( CLUSTER (WHEN USING DIMMERS, �s �• �• INSTALLED IN ACCORDANCE ao z •• r •s 4. A CLEAR FLOOR SPACE OF NOT LESS THAN 30" WIDE AND 48" LONG SHALL BE PROVIDED AT AT LEAST ONE LAVATORY. SUCH A CLEAR FLOOR 6" 6" // LOCATE THERMOSTAT AT OPPOSITE WITH 703.4. (703.2) SPACE SHALL EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY. A KNEE CLEARANCE THAT IS AT LEAST 27" HIGH, 30" WIDE, AND 19" DEEP 7� - - »- ' f "� »m '- »� - -rt SIDE OF DOOR) r> 2. BRAILLE SHALL BE . I i t t I e o n I i n e . C 0 m SHALL BE PROVIDED UNDERNEATH LAVATORIES WITH EXPOSED PIPES INSULATED, OR OTHERWISE CONFIGURED, SO AS TO PROTECT AGAINST ® / TYPICAL WALL PANEL JOINT CONTRACTED (GRADE 2) AND CONTACT. LAVATORIES SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34" ABOVE THE FINISH FLOOR. �.� v - / LIGHT SWITCH DIMMERS, EGRESS HEIGHT OF RAISED SHALL COMPLY WITH 703.3 AND EQ. EQ. EQ. EQ. CHARACTERS POSITION OF BRAILE lfiir drurvirrg uru! the design rhowrr are the jrruperty 5. A CLEAR FLOOR SPACE OF NOT LESS THAN 30" WIDE AND 48" LONG SHALL BE PROVIDED AT EACH WATER COOLER FOR THE USE OF THE DISABLED. "�" �_ ~ ~ ~ - _~ BUTTON, INTERCOM BUTTON, CARD 703.4. (703.3) - » READER ETC. CLUSTER SEE PLAN POWERAND ojZrttleDiverrrfredArchrtectlrralConrrrlkng. The THE WATER COOLER UNIT SHALL HAVE A KNEE CLEARANCE THAT IS AT LEAST 27" HIGH AND 17"-19" DEEP. SPOUTS SHALL BE NO HIGHER THAN 36" ( I 3. BRAILLE SHALL BE POSITIONED re rodrrction, copying or otherr{re o thin drauntr ABOVE FINISH FLOOR TO THE SPOUT OUTLET. FOR QUANITY OF EACH CLUSTER) TELEPHONE BELOW THE CORRESPONDING py g f g MEN WOMEN, RECEPTACLE AND T i F withouttheir rvrittenconsent irprvhibitedand ary 6. WHERE MIRRORS ARE PROVIDED, AT LEAST ONE SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN j 45• I I oo z TEXT. IF TEXT IS MULTI-LINED, 40" ABOVE THE FINISHED FLOOR. � '� 1 CLUSTER VERTICALLY BRAILLE SHALL BE PLACED irrfringementmill be rubjectto legal action. DOOR LEVER, PULL -- --1 N � MOUNTED, BELOW THE ENTIRE TEXT. 7, WHERE PAPER TOWEL DISPENSERS AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE SHALL BE INSTALLED WITHIN 48" ABOVE THE FINISH ` I CENTERED BETWEEN © Little 2016 FLOOR TO THE HIGHEST OPERABLE PART. zy) 1 (703.3.2) � --'-----�, ----- --- --- WALL OUTLET. � { PANEL JOINTS CENTER LINE 4. PICTOGRAMS SHALL HAVE A 8. WHERE TOILET PAPER DISPENSERS ARE PROVIDED, AT LEAST ONE SHALL BE INSTALLED WITHIN REACH AND 19" MINIMUM TO THE CENTERLINE FINISH FLOOR - u 18 OF TACTILE FIELD HEIGHT OF 6 INCHES (150 ABOVE THE FINISH FLOOR. <; u: I FINISH FLOOR MIN. CHARACTERS MM) MINIMUM. CHARACTERS 9. CONTROLS AND SWITCHES ON WALLS ARE TO BE PLACED A MAXIMUM OF 48" ABOVE THE FINISH FLOOR. ELECTRICAL RECEPTACLES ON WALLS �o Q AND BRAILLE SHALL NOT BEAdshk SHALL BE PLACED NO LESS THAN 15" ABOVE THE FINISH FLOOR. DIMENSIONS ARE TO THE HIGHEST OPERABLE PART OF CONTROLS AND THE 8» 8�� LOCATION OF TACTILE SIGNS AT DOORS LOCATED IN THE PICTOGRAM LOWEST OPERABLE PART OF CONTROLS AND THE LOWEST OPERABLE PART OF RECEPTACLES. TYPICAL LOCATION FOR LIGHT SWITCHES, TYPICAL LOCATION FOR POWER AND FIELD. (703.6.1) A DIMMERS EGRESS BUTTONS THERMOSTATS ETC. n TELEPHONE OUTLETS AT WALL OR COLUMN 5. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE rif4 a I 48"_ AF_F_ CHARACTERS 60" AFF FINISH. PICTOGRAMS SHALL MAX, CONTRAST WITH THEIR FIELD .2233 LAKE PARK STROBE (AS APPLICABLE) MIN. 3:1 WITH EITHER A LIGHT DRIVE SUITE 400 TYPICAL ABBREVIATIONS PICTOGRAM ON A DARK FIELD SMYRNA, GA 30080 ABV ABOVE H.M. HOLLOW METAL � ~ TACTILE CHARACTER HEIGHT ABOVE FLOOR OR A DARK PICTOGRAM ON A THERMOSTAT OR LIGHT FIELD. 703.6.2 A.C.T. ACCOUSTICAL CEILING TILE LL. LANDLORD INTERCOM FIRE ALARM TACTILE q T I C A.D.A. AMERICANS WITH DISABILITIES ACT MICRO MICROWAVE---» ~ . - _I - M»- _- (SPEAKER/STROBE OR I ~MILL I �I V A.F.F. ABOVE FINISH FLOOR MIN. MINIMUM STROBE ONLY) PROJECT, LIGHT SWITCHES DIMMERS, Q ¢ A.S.T.M. AMERICAN SOCIETY FOR TESTING AND MATERIALS MTL. METAL LiJ ~~ _._~_ ___-_- ._ POWER AND TELEPHONE �" THIS DRAWING IS A BD. BOARD M.W.C. MILLWORK CONTRACTOR x Q J x Q � RECEPTACLE, ETC. BM. BEAM O.C. ON CENTER < v v REPRESENTATIVE SUMMARY OF `t ~ ¢ ~ FIRE EXTINGUISHER CABINET . I THE REQUIREMENTS OF THE ADA CLG. CEILING P.L. PLASTIC LAMINATEco o o ¢ o O QI- I y STANDARDS THAT MAY BE CLR. CLEAR RD ROUND r0 (D I ''[ I w - -----» -- - APPLICABLE TO THE PROJECT. in z i0 z » °D FIRE EXTINGUISHER CONC. CONCRETE REF REFRIGERATOR -I -j oo a "x + ¢' WHERE SPECIFIC DIMENSIONAL DF DRINK FOUNTAIN REFL. REFLECTED vwi � CREDENZA OR COUNTER. REFER y, 4 "; INFORMATION AND CLEARANCES Q f - TO ELEVATION/DETAILS ARE NOT NOTED ON THE DS DOWNSPOUT R.W.L. ROOF WATER LEADER 4 r DRAWINGS, CONSTRUCT TO THE EQ. EQUAL SST. STAINLESS STEEL # FINISH FLOOR x ..t 5xm' ,:,c.'''' CLEARANCES AND TOLERANCES F.C. FIXTURE CONTRACTOR STL. STEEL # FINISH FLOOR SHOWN ON THIS SHEET. WHERE FIN. FINISH STRUCT. STRUCTURE 4 DRAWINGS SPECIFICALLY F&I FURNISH AND INSTALL SIM. SIMILAR INDICATE DIFFERENT OR FL. FLOOR SUSP. SUSPENDED TYPICAL LOCATION FOR OUTLETS, SWITCHES AND TYPICAL LOCATION FOR ONE OR TWO MOUNTED CONFLICTING INFORMATION TO F.F. FACE OF FINISH TA ? 18" CLR. FLR. 18" CLR. FLR. C THERMOSTATS, ETC. AT CREDENZA OR COUNTERTOP D FIRE ALARM DEVICES / VISUAL ALRM FEC ACCESSIBLE- THE STANDARDS DEPICTED ON THIS SHEET, CONSTRUCT USING F.S. FACE OF STUD T.B.D. TO BE DETERMINED SPACE SPACE THE MORE STRINGENT F.V. FIELD VERIFY TEMP. TEMPORARY GUIDELINES REQUIREMENT OR CONTACT THE F.C.I.C. FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR (G.C.) T&G TONGUE AND GROOVE TYPICAL TACTIL SIGNAGE TYPICAL MOUNTING HEIGHTSARCHITECT FOR RESOLUTION F.O.I.0, FURNISHED BY OWNER, INSTALLED BY OWNER TYP. TYPICAL SCALE: N.T.S. SCALE: N.T.S. • F.O.LC. FURNISHED BY OWNER, INSTALLED BY CONTRACTOR (G.C.) U.L. UNDERWRITER'S LABORATORY ® �® F.L.LL. FURNISHED BY LANDLORD, INSTALLED BY LANDLORD U.N.O. UNLESS NOTED OTHERWISE F.R.T. FIRE RATED TREATED V.I.F. VERIFY IN FIELD G.A. GAUGE V.C.T. VINYL COMPOSITION TILE 17" MIN. G.C. GENERAL CONTRACTOR W/ WITH G.W.B. GYPSUM WALL BOARD WC WATER CLOSET GYP.BD. GYPSUM WALL BOARD WD. WOOD l HB HOSE BIB 36"X24" MIRROR SIZE OF TURNING SPACE: W THE MINIMUM SPACE REQUIRED FOR A STANDARD WHEELCHAIR TO MAKE A �• L� .�. 180-DEGREE TURN IS A CLEAR SPACE OF A 60 INCH DIAMETER OR A T-SHAPED SPACE. REFER TO THE TURNING SPACE DETAILS BELOW. Z 1..` 3 HAND DRYER DOOR SWING: W 0 — - — '; q UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO W # Q TURNING SPACES. , U z CLEAR NOTE: 5'-0° s-o" FLOOR I0 g t ` DASHED LINES INDICATES ¢ X - m SPACE' DIMENSIONAL UNDER o I X ¢ L- — — — — -I , ARCHITECTURAL SYMBOL LEGEND LAVATORY ENCLOSURE. , �— SYMBOL DESCRIPTION ��� o 48" MIN. 11" 6 _ rS'. °�' 18 INSULATE DRAIN AND HOT -I F- 0 LL o 0 LEASE LINE KNEE CLEARANCE WATER LINES BELOW \ _ f / / I N 7— LAVATORY LAVATORY L �'-' A PLAN AT LAVATORY B SIDE ELEVATION AT LAVATORY C FRONT ELEVATION AT LAVATORY -0" 3'-0" 0" O—NUMBER WINDOW MARKER (A) CIRCULAR TURNING SPACE (B) T-SHAPED TURNING SPACE � V 54" MINT# TOILET PAPER 54" MIN DIMENSION START/END DISPENSER (ABOVE 36" MIN. 42"MIN. 12:. GRAB BAR) 42" MIN. 12„ T-1" 6'-0" 12" 12" M = M '�f 4'-9° 3' 6.. o.. IN. MI 39"-41' 39"-41' _ (Z)-NUMBER KEYED NOTE 3. 0.. _ zo z z (°°-,, Z TOILET PAPER z o o 000 — • _ �� DISPENSER �- � ;> � Mz- N -°- - I CD 0-0 LEVEL DATUM > (BELOW GRAB BAR) FIN. FLOOR -.-� h-------- Q / � � � 2 i� a 7 _ } 18" I i - — — ----- co Q0 d - �' ------------- 12" 18" NOTE ARROW rr rn rn M - /00 b 5 co m� r O. f ' I LO r~ -9" tti 17"-18" i a l REVISION ig t ------------ _--- --- •� I I . 121* 01 24" MIN. 24" MIN.------------------- 11 � PARTITION TAG (U) TOILET ROOM E TOILET ROOM F PUSH G PULL ��// FRONT ELEVATION AT WATER CLOSET SIDE ELEVATION AT WATER CLOSET SIDE ELEVATION AT WATER CLOSET FRONT APPROACH U E F SIDE APPROACH O ( ) XXX FINISH TAG 30" T 4, 48„I MIN. t O,F { t MIN. 21 AX jELEVATION TAG — )TYPICAL ACCESSIBILITY CLEARANCESIVr---iii. z 8" CLEAR I CLEAR 6 • cra � .` o I FLOOR ° ) z I FLOOR ° t SCALE: N.T.S. o �.. Q SPACE ,t SECTION TAG (�I F I SPACE ,�. A�;93246 �I i _ • o + 11 -- -- -- 6' 5" 15 L 3 1/2' MIN MAX TOE CLR. MAX MIN C AX DETAIL TAG 17-25.. MAX-t''1•ll� PROJECT,, E MAX K EE CL RANCE k rR[NCIPiU, IN CHARGE FORWARD APPROACH SIDE APPROACH JR ca r , r, SIDE ELEVATION AT DRINKING FOUNTAIN PLAN AT DRINKING FOUNTAIN PLAN AT DRINKING FOUNTAIN _ V H I 1'KOJE(:V AIANAGER PLAN DETAIL NOTE: JL (O t n� FIXTURE SHOWN FOR ILLUSTRATION PURPOSE , CD AX L AREA TYPICAL PLUMBINGELEMENTS AND FACILITIES ONLY. SEE SHEET A502 AND PLUMBING FOR DRAWN BY N DETAILED � ACTUAL FIXTURE TYPE. JC d� SCALE: N.T.S. o„ MAX 20"-25" ISSUE REVISIOWrAX EXISTING DOOR- SEE 1 No, REASON DATE DOOR SCHEDULE FOR NEW WORK to to VERTICAL CHANGES IN LEVEL: z .r - O ZA CHANGES IN LEVEL GREATER THAN 1/4 INCH (6.4 O MM) IN HEIGHT AND NOT MORE THAN 1/2 INCH A B a° 10-z4 Q (13MM) MAXIMUM IN HEIGHT SHALL BE BEVELED M M MAX �I NEW DOOR (A) VERTICAL CHANGE WITH A SLOPE NOT STEEPER THAN 1:2. (B) BEVELED CHANGE ('') IN LEVEL FIGURE 116-308.2.1 UNOBSTRUCTED FIGURE 11B-308.2.2 UNOBSTRUCTED FIGURE 11B-308.3.1 UNOBSTRUCTED FIGURE 11B-308.3.2 UNOBSTRUCTED FIGURE 118-308.3.2 UNOBSTRUCTED (p IN LEVEL FORWARD REACH HIGH FORWARD REACH SIDE REACH SIDE REACH SIDE REACH i J LL 0 T°YP. TRANSITION DTL. TYPICAL ACCESSIBILITY REACH CLEARANCES p DOOR � DESIGNATION cu NUMBER SCALE: N.T.S, (n # SCALE: N.T.S. Qi J COL -GRAB BAR NOTES: -� COLUMN DESIGNATION CENTERLINE 1 1/2" MIN. AND p MAX 1. BENDING STRESS IN GRAB BAR OR SEAT INDUCED 3. SHEAR FORCE INDUCED IN A FASTENER OR 5/8" GYP. BD. BY THE MAXIMUM BENDING MOMENT FROM THE MOUNTING DEVICE FROM THE APPLICATION OF 250 APPLICATION OF 250 LBF SHALL BE LESS THAN THE LBF SHALL BE LESS THAN THE ALLOWABLE 07 1 1/4" TO 1 ALLOWABLE STRESS FOR THE MATERIAL OF THE LATERAL LOAD OF EITHER THE FASTENER OR CD LETTER 1/2" FRT WOOD GRAB BAR OR SEAT. MOUNTING DEVICE OR THE SUPPORTING SYMBOLS ® p m FIXTURE DESIGNATION NOMINAL BLOCKING (TYP.) STRUCTURE, WHATEVER IS THE SMALLER ABBREVIATIONS DIAMETER. 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT ALLOWABLE LOAD. BY THE APPLICATION OF 250LBF SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE 4. TENSILE FORCE INDUCED IN A FASTENER BY A AND ACCESSIBILITY N ROOM NUMBER MATERIAL OF THE GRAB BAR OR SEAT. IF THE DIRECT TENSION FORCE OF 250 LBF PLUS THE MAX. STANDARD S O FLOOR ROOM DESIGNATION CONNECTION BETWEEN THE GRAB BAR OR SEAT MOMENT FROM THE APPLICATION OF 250 LBF. Q AND IT'S MOUNTING BRACKET OR OTHER SUPPORT SHALL BE LESS THAN THE ALLOWABLE p IS CONSIDERED TO BE FULLY RESTRAINED, THEN WITHDRAWAL LOAD BETWEEN THE FASTENER AND CEILING TYPE DIRECT AND TORSIONAL SHEAR STRESSES SHALL THE SUPPORTING STRUCTURE. L_ CEILING HEIGHT CEILING DESIGNATION BE TOTALED FOR THE COMBINED SHEAR STRESS, MATERIAL/FINISH 0 WHICH SHALL NOT EXCEED THE ALLOWABLE u SHEAR STRESS. 121-5505-00 75 TYPICAL GRAB BAR DETAIL , FOR SCALE: N.T.S. CONST. (� rY 01.14.16 ® 00 N LL FAe.P e1F e:l IRR P111_F e1F PA\/PhA;:MT e1P Q1n;z%A/A1 k Pft c 1 42'x 70', 6" SLAB (4,000 PSI) ON •o GRADE AT LOADING DOCK WITH 4't . . REINFORCEMENT (#4 @ 15" O.C. EACH WAY CENTERED ON SLAB) 1/2" 6 ��?p e' k' . • • . PREFABRICATED �,4/f7� "' . ' `.1• • r ' �:� . HOLES FORnow / Glyn : �.; ' •+a.� �.ti INSTALLING LAG �Tiy .' • .� i`. ���. ' v BOLT OR STEEL / • '" d , '•'• ' SPIKE / YELLOW DELUXE PREFABRICATED WHEEL STOP r' " 4 � BY INNOPLAST. CONTACT MARK CASTONGUAY / GRAINGER INC. NATIONAL LOW KNEE WALL HEIGHT VARIES ACCOUNT MANAGER ,: •;;' •.•. / (401) 467-9160 FOR ORDERING (1 FT - 2 FT ANTICIPATED HEIGHT'' •� 7 AND INSTALLATION 1. '�•; '° CONTRACTOR SHALL FIELD VERIFY tFc FOR COMPACTOR INSTALLATION) PLASTIC PARKING BLOCK INSTALLATION • INSTRUCTIONS LAG BOLT METHOD: RECOMMENDED FOR ASPHALT OR CONCRETE TRAFFIC LANES WHERE DRILLING HOLES ARE PERMITTED. / HARDWARE SUPPLIED: OP 11 R . / 1/2" X 8" LAG BOLT FOR EACH HOLE (2) 1/2" WASHERS EACH ,I� 1/2" LAG ANCHOR TOOLS REQUIRED: j' Ok, / y HIGH SPEED HAMMER DRILL WITH /4" MASONRY BIT IMPACT WRENCH OR HEAVY RATCHET WITH 3/4" SOCKET. 1. CLEAN THE SURFACE SO THAT IT IS FREE FROM DIRT. 2. PLACE THE PARKING BLOCK IN ITS INSTALLATION POSITION AND MARK THE LOCATION OF EACH HOLE USING THE PRE -DRILLED HOLES AS A TEMPLATE. 3. REMOVE THE PARKING BLOCK. USING A HIGH-SPEED HAMMER DRILL WITH A 3/4" MASONRY BIT, DRILL A HOLE AT EACH # k,9 / MARKED LOCATION TO A DEPTH OF 3 1/2" BELOW THE SURFACE. 4. INSERT LAG ANCHOR INTO EACH HOLE (LARGE ANCHOR OPENING ON TOP), TAP THE ANCHOR INTO THE HOLE WITH AI; �a Q Zl HAMMER SO THAT THE ANCHORS ARE SET FLUSH WITH THE SURFACE. PLACE A WASHER OVER EACH ANCHOR HOLE. ssrO Gs�. 5. REPOSITION THE PARKING BLOCK IN ITS INSTALLATION POSITION. SLIP A WASHER ONTO A LAG BOLT, INSERT THE BOLT \ IP Sp THROUGH A PRE -DRILLED HOLE IN THE PARKING BLOCK AN TIGHTEN THE BOLT ABOUT THREE QUARTERS OF THE WAY E WITH THE 3/4" SOCKET. REPEAT FOR EACH HOLE IN THE PARKING BLOCK. FINISH TIGHTENING EACH BOLT UNTIL JUST SNUG. DO NOT OVER TIGHTENI EXCESSIVE TIGHTENING MAY DAMAGE THE BUMP AND VOID THE PRODUCT MATCH 4" YELLOW THERMOPLASTIC / WARRANTY. FIRE LANE STRIPING (DO NOT INSTALL \ \ W H E E LSTO P DETAIL OVER / UNDER LETTERING NOT TO SCALE INSTALL (3) WHEELSTOPS AT PARKING SPACES AFTER STRIPING WORK (MAINTAIN 3 FEET OF SEPARATION FROM FACE OF WHEELSTOP TO EDGE OF CURB (TYP.) PAINT (3) 60 DEGREE 10'x20' PARKING SPACES WITH 4" WHITE STRIPE 24" STOP SIGN ti 4" LETTERING PAINTED WITH YELLOW R1-1 AND 2419 t FDOT TRAFFIC -RATED REFLECTIVE PAINT Va WHITE STOP BAR 7��, CLEAN SAWCUT AND REMOVE ASPHALT AND BASE 23.661 MATERIAL AND INSTALL HEAVY DUTY CONCRETE PAVEMENT CO14 sq o • REFER TO ARCHITECTURAL PLANS FOR CURB RAMP INFORMATION 1d (INSTALL GUIDE RAILS IN LIEU OF FLARED SIDES, 6 INCH MAX. RISE, lb d1 1:12 MAX. LONGITUDINAL SLOPE 1:50 MAX. CROSS SLOPE REMOVE (2) LANDSCAPE ISLANDS ��' .`� • 'Pti • . (VEGETATION, CURB AND GUTTER, TYP. INSTALL TYPE F CURB AND GUTTER (TYP.) �� ��! ��',� •Y `�4 �' 4 R5' � ti � �e CLEAN SAWCUT AND REMOVE ASPHALT -� �� A \ CONTRACTOR SHALL LOCATE IRRIGATION 4 AND BASE MATERIAL FOR LANDSCAPE PIPING AND CUT/CAP AS APPROPRIATE FOR ISLAND INSTALLATION: (2) CATHEDRAL o ry �� \ ��'_ \ REROUTING TO NEW LANDSCAPE ISLAND , LIVE OAK TREES (16' HT. x T SPD., 4" DBH) AND MATCH QUANTITY OF \ri SHRUBS AND GROUNDCOVER PER - REFER TO ARCHITECTURAL PLANS FOR CURB RAMP DEMOLISHED LANDSCAPE ISLAND (TYP,) ., R51 INFORMATION (INSTALL GUIDE RAILS IN LIEU OF ?� �� \ FLARED SIDES, 6 INCH MAX. RISE, 1:12 MAX. CLEAN SAWCUT AND MATCH � •S9. �� ` � RETE CURB AND GUTTER LONGITUDINAL SLOPE, 1:50 MAX. CROSS SLOPE) .. ?3 , _ .: 24" STOP SIGN \. (R1-1) AND 24" WHITE STOP BAR \ \ o ' \ oFFsi tic 1-11-1.111 -A ADJUST/ EXTEND EXISTING IRRIGATION PIPING TO NEW LANDSCAPE ISLAND AND MATCH EXISTING SYSTEM FOR 100% IRRIGATION (TYP.) MAINTAIN POSITIVE DRAINAGE (MATCH a EXISTING DRAINAGE PATTERN)" s ' A B C �A 24" ASPHALTIC CONCRETE WEARING SURFACE, TYPE SP -9.5 (FDOT SEC. 334), MIN. TRAFFIC LEVEL C, MINIMUM TWO LIFTS. TACK COAT BETWEEN SURFACE AND BINDER COARSES. O 8" CRUSHED LIMEROCK BASE WITH MINIMUM LBR OF 100, COMPACTED TO 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). BASE MATERIALS SHOULD MEET THE REQUIREMENTS PRESENTED IN THE LATEST REVISIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION "SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", SECTION 911 (LIMESTONE). C THE SUBGRADE SHOULD BE STABILIZED TO A DEPTH OF 12 INCHES TO ACHIEVE A MINIMUM LB R OF 40. THIS CAN B T E OBTAINED BY BLENDING BASE MATERIAL( LIM EROCK WITH THE EXISTINGU R S BG ADE SOILS. THE REQUIRED IN Q MIXING RATIO SHOULD BE DETERMINED BY LABORATORY TESTING. THE STABILIZED SUBGRADE SHOULD BE COMPACTED TO AT LEAST 95% OF THE MATERIALS MAXIMUM DRY DENSITY (ASTM D-1557). NOTES: 1. DETAIL IS BASED ON TYPICAL GEOTECHNICAL CRITERIA AND IS NOT INTENDED TO BE SITE SPECIFIC. 2. BASE MATERIAL SHALL BE EXTENDED A MINIMUM OF 1 FOOT BEYOND THE BACK OF CURB AND SUB -BASE SHALL BE EXTENDED 1 FOOT MIN. BEYOND THE BASE. 3. A MINIMUM SEPARATION OF 18 INCHES BETWEEN THE BOTTOM OF PAVEMENT BASE MATERIALS AND THE ESTIMATED NORMAL SEASONAL HIGH GROUNDWATER TABLE IS RECOMMENDED. HEAVY DUTY ASPHALT PAVEMENT SECTION DETAIL NOT TO SCALE C 71/2"STD. 6" MIN. pn V 2' NOTES: 1. CONCRETE SHALL BE FDOT CLASS I WITH 2,500 PSI MINIMUM 28 -DAY COMPRESSIVE STRENGTH. 2.PAC S E CONTRACTION JOINTS AT INTERVALS NOT TO EXCEED 10 FEET AND A MINIMUMPAC S ING OF 4 FEET. 3. 1/2 PRE-FORMEDX E PANSION JOINTS REQUIRED Q AT ALL STRUCTURES R S AN D RADIUS POINTS, WITH 40' MAXIMUM SPACING. 4. WHEN USED ON HIGH SIDE OF PAVEMENT, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS FDOT TYPE F CURB AND GUTTER DETAIL NOT TO SCALE NOTES 1. TWELVE 12 EXISTING PARKING SPACES ARE PROPOSED TO BE REMOVED. 2. UNLESS NOTED OTHERWISE, ON-SITE PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED PARKING LOT ARE SHOWN AT THE FACE OF CURB. PROPOSED DIMENSIONS USED TO SHOW THE LOCATION OF THE PROPOSED BUILDING ARE GIVEN AT THE OUTSIDE FACE OF THE BUILDING CORNERS. ON-SITE CURB RADII ARE GIVEN AT THE FACE OF CURB. DIMENSIONS FOR ITEMS WITHIN THE RIGHT-OF-WAY ARE GIVEN AT THE EDGE OF PAVEMENT. 1l v eu Know what's beIOW Call before you dig www.callsunshlne.com LEGEND CATHEDRAL LIVE OAK EXISTING DRAINAGE INLET POLE -MOUNTED SIGN AND NO PARKI (INSTALL FILTER SACK FOR FIF FLOW DIRECTION SEDIMENTATION CONTROL PRIOR PROPOSED HEAVY TO CONSTRUCTION ACTIVITIES, AND REMOVE UPON COMPLETION) Nr 4. N d' 1 C i A B C (L '- N HEAVY DUTY CONCRETE: 6" MIN. THICK REINFORCED PORTLAND CEMENT CONCRETE WITH A MIN. c COMPRESSIVE STRENGTH OF 4,000 P.S.I. 12" WELL DRAINING GRANULAR SAND SUBGRADE COMPACTED TO AT LEAST 98% OF THE SOIL'S a MODIFIED PROCTOR MAXIMUM DRY DENSITY. c EXPANSION JOINT 1/2" NOTE: CONTRACTOR SHALL COMPLY WITH DESIGN DATA AND NFIBERBOARD FILLER RECOMMENDATION OF THE FCPA "DESIGN AND • CONSTRUCTION OF CONCRETE PAVEMENT MANUAL" AND `1•=:.;ti:t •i?'.,��,� '� PORTLAND CEMENT ASSOCIATION FOR CONCRETE PAVEMENT �i >r:"•r; f :�jti.' JOINT SPACING. THIS INCLUDES CONTROL/CONSTRUCTION, CONTRACTION AND ISOLATION JOINTS. NOTES: 1. DETAIL IS BASED ON TYPICAL GEOTECHNICAL CRITERIA AND IS NOT INTENDED TO BE SITE SPECIFIC. _ 2. SUB -BASE MATERIAL SHALL BE EXTENDED A MINIMUM OF 1 FOOT BEYOND THE BACK OF CURB, 3. WHERE CONCRETE PAVEMENT IS CONSTRUCTED, ALL ADJACENT CURBING SHALL BE INTEGRAL CURB. 4. CONCRETE PAVEMENT SHOULD BE CONSTRUCTED ONLY OVER STABLE AND SMOOTH COMPACTED SUBGRADES. ANY SURFACE DISTURBANCES OR WHEEL RUTTING SHOULD BE PREPARED PRIOR TO PLACEMENT OF CONCRETE. 5. THE SUBGRADE SHOULD BE THOROUGHLY WETTED IMMEDIATELY PRIOR TO THE PLACEMENT OF 0 CONCRETE TO MINIMIZE ABSORPTION OF MOISTURE FROM THE CONCRETE DURING CURING. 6. CONCRETE PAVEMENT THICKNESS SHOULD BE UNIFORM THROUGHOUT, WITH THE EXCEPTION OF CURBING OR THICKENED EDGES. 7. PAVEMENT DESIGN BASED ON "GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS" y (AMERICAN CONCRETE INSTITUTE, 1988). 8. TESTING TYPE AND FREQUENCY SHALL CONFORM TO FDOT SPECIFICATIONS AND LOCAL CL JURISDICTIONAL REQUIREMENTS. a HEAVY DUTY CONCRETE $ PAVEMENT SECTION DETAIL 0 �'- NOT TO SCALE ADJUST/ EXTEND EXISTING IRRIGATION PIPING TO NEW LANDSCAPE ISLAND AND MATCH EXISTING SYSTEM FOR 100% IRRIGATION (TYP.) MAINTAIN POSITIVE DRAINAGE (MATCH a EXISTING DRAINAGE PATTERN)" s ' A B C �A 24" ASPHALTIC CONCRETE WEARING SURFACE, TYPE SP -9.5 (FDOT SEC. 334), MIN. TRAFFIC LEVEL C, MINIMUM TWO LIFTS. TACK COAT BETWEEN SURFACE AND BINDER COARSES. O 8" CRUSHED LIMEROCK BASE WITH MINIMUM LBR OF 100, COMPACTED TO 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). BASE MATERIALS SHOULD MEET THE REQUIREMENTS PRESENTED IN THE LATEST REVISIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION "SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", SECTION 911 (LIMESTONE). C THE SUBGRADE SHOULD BE STABILIZED TO A DEPTH OF 12 INCHES TO ACHIEVE A MINIMUM LB R OF 40. THIS CAN B T E OBTAINED BY BLENDING BASE MATERIAL( LIM EROCK WITH THE EXISTINGU R S BG ADE SOILS. THE REQUIRED IN Q MIXING RATIO SHOULD BE DETERMINED BY LABORATORY TESTING. THE STABILIZED SUBGRADE SHOULD BE COMPACTED TO AT LEAST 95% OF THE MATERIALS MAXIMUM DRY DENSITY (ASTM D-1557). NOTES: 1. DETAIL IS BASED ON TYPICAL GEOTECHNICAL CRITERIA AND IS NOT INTENDED TO BE SITE SPECIFIC. 2. BASE MATERIAL SHALL BE EXTENDED A MINIMUM OF 1 FOOT BEYOND THE BACK OF CURB AND SUB -BASE SHALL BE EXTENDED 1 FOOT MIN. BEYOND THE BASE. 3. A MINIMUM SEPARATION OF 18 INCHES BETWEEN THE BOTTOM OF PAVEMENT BASE MATERIALS AND THE ESTIMATED NORMAL SEASONAL HIGH GROUNDWATER TABLE IS RECOMMENDED. HEAVY DUTY ASPHALT PAVEMENT SECTION DETAIL NOT TO SCALE C 71/2"STD. 6" MIN. pn V 2' NOTES: 1. CONCRETE SHALL BE FDOT CLASS I WITH 2,500 PSI MINIMUM 28 -DAY COMPRESSIVE STRENGTH. 2.PAC S E CONTRACTION JOINTS AT INTERVALS NOT TO EXCEED 10 FEET AND A MINIMUMPAC S ING OF 4 FEET. 3. 1/2 PRE-FORMEDX E PANSION JOINTS REQUIRED Q AT ALL STRUCTURES R S AN D RADIUS POINTS, WITH 40' MAXIMUM SPACING. 4. WHEN USED ON HIGH SIDE OF PAVEMENT, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS FDOT TYPE F CURB AND GUTTER DETAIL NOT TO SCALE NOTES 1. TWELVE 12 EXISTING PARKING SPACES ARE PROPOSED TO BE REMOVED. 2. UNLESS NOTED OTHERWISE, ON-SITE PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED PARKING LOT ARE SHOWN AT THE FACE OF CURB. PROPOSED DIMENSIONS USED TO SHOW THE LOCATION OF THE PROPOSED BUILDING ARE GIVEN AT THE OUTSIDE FACE OF THE BUILDING CORNERS. ON-SITE CURB RADII ARE GIVEN AT THE FACE OF CURB. DIMENSIONS FOR ITEMS WITHIN THE RIGHT-OF-WAY ARE GIVEN AT THE EDGE OF PAVEMENT. 1l v eu Know what's beIOW Call before you dig www.callsunshlne.com LEGEND 0 o O PARKING FIRE LANE CATHEDRAL LIVE OAK . POLE -MOUNTED SIGN AND NO PARKI ORIENTATION FIF FLOW DIRECTION 0 o O PARKING FIRE LANE PROPOSED HEAVY 4 ,.. .. ,- -W 11 NO PARKI PROPOSED V MILL AND FIF ASPHALT OVERLAY PROPOSED HEAVY DUTY ASPHALT loor IRE NE cP 108.16' PAVEMENT DETAIL SCALE: 1 = 20 www.littleonline.com This drawing and the design shown are the pmpery of L1ttle Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. (off Little 2016 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 `d m N M N � Q r. W p AZ W O � W J • I0 v O W Z O 00 LLZ r Q N u) N 0111111111111 �•��� M. PA�gq N -Y _ No _ w Ir w: OF s/ONPL����OI p 111111 PRINCIPAL IN CHARGE JR PROJECT MANAGER JL DRAWN BY FORESITE GROUP NO. I REASON DATE SITE PLAN 121-5505-00 FOR CONST. 01.14.16 C001 PROPOSED HEAVY DUTY CONCRETE PROPOSED V MILL AND ASPHALT OVERLAY PROPOSED HEAVY DUTY ASPHALT loor IRE NE cP 108.16' PAVEMENT DETAIL SCALE: 1 = 20 www.littleonline.com This drawing and the design shown are the pmpery of L1ttle Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. (off Little 2016 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 `d m N M N � Q r. W p AZ W O � W J • I0 v O W Z O 00 LLZ r Q N u) N 0111111111111 �•��� M. PA�gq N -Y _ No _ w Ir w: OF s/ONPL����OI p 111111 PRINCIPAL IN CHARGE JR PROJECT MANAGER JL DRAWN BY FORESITE GROUP NO. I REASON DATE SITE PLAN 121-5505-00 FOR CONST. 01.14.16 C001 0- 00 LO O CV d' M 0 O QI cy M d J LL 0 C N U) L J U- L- 0 0 c- M U) 0 O (y) cY) t0 - N O U (1) n 06 - L 0 0 LL _0 0 LL N w N LL ,#VERALL SITE PLAN SCALE: 1/16"4-0" SEE CIVIL PLANS LEGEND HEAVY DUTY ASPHALT. _u M� =CONCRETE PAVEMENT W IL ITEM: COLOR: PARKING STALL WHITE LETTERING "NO PARKING" RED "STOP BAR" WHITE ACCESSIBILITY SYMBOL BLUE / WHITE SYMBOLS ACCESSIBLE LOADING BLUE LOADING ZONE YELLOW DIRECTIONAL SIGNAGE WHITE - CENTER LINE STRIPING WHITE NOTE: ALKYD -READY MIXED, RAPID DRYING TRAFFIC PAVEMENT STRIPING. DRY FILM THICKNESS MINIMUM OF 4 MILS. SITE PLAN KEYED NOTES 10 NEW CURB AND GUTTER AT NEW LANDSCAPE ISLAND. SEE CIVIL DRAWINGS, O NEW FIRE LANE STRIPING O NEW PRO LOAD PARKING SPACE STRIPING O NEW HANDICAP RAMP O NEW RAMP 0 COMPACTOR AREA TO BE REPAIRED AND LEVELED 07 NEW STAINLESS STEEL GUARDRAIL. SEE DETAIL 2/A100 O NEW CONCRETE AND/OR ASPHALT O NEW RETAINING WALL 5815 Westpark Drive Charlotte, 28217-" T: 704.525.6350 F. 704.561.8700 - s' 1 This drawing and lbe design shown are the property of Little Diversified Architectural C-onsuulling. the repmduction, copying or other use of this drawing without their written consent is prohibited and any i� fringement will be subject to legal action. Little 2016 D Eca"M 10c) R WT04 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 Flo ZP- M AQ93246 -Iu PROJECT TEAM PRINCIPAL IN CFIARGE Al JR ........................................ CONNECTION DETAILS PRQJF.C'rhIANAGER JL •... I ........................... DRAWN BY JC 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i1 1 TFCo CAST ALUMINUM 1 1 l 17— 1 BASE FLANGE #TBF-1.2 1 1 WITH TWO (2) 1/2"0 1 1 II STAINLESS STEEL ANCHORS NOTES 1. Railings shall be 1 1/2" Schedule 40 aluminum pipe alloy 6105-T5, ASTM -B-429 or ASTM -B-221. Posts shall be 1 1/2" Schedule 40 aluminum pipe of the same alloy. Post spacing shall be a maximum of 6-0". 2. Guardrails and Handrails shall be designed to withstand a 200 Ib concentrated load applied in any direction and at any point on the top rail. 3. Posts shall not interrupt the continuation of the top rail at any point along the railing, including corners and end terminations (OSHA 1910.23). The top surface of the top railing shall be smooth and shall not be interrupted by projected fittings. 4. Concrete anchors shall be stainless steel type 303 or 304 and shall be furnished by the handrail manufacturer. The anchor design shall include the appropriate reduction factors for spacing and edge distances in accordance with the manufacturer's published data. 5. Aluminum surfaces in contact with concrete, grout or dissimilar metals will be protected with a coat of bituminous paint, mylar isolators or other approved material. GUARDRAIL DETAIL SCALE: 3/4"-1'-0" t OVERALL SITE PLAN INLINE PROJECT, NO, , _- .121-5505-00 ISSUE /.:DATE I SHEET NUMBER • tc 0- 00 N N Oa C) N d' (Lf r- O ¢I C'7 C7 d' J H a L Q M-- U) 1 U QL L.L. O C W U) O O c* 1 (y) d' 1 N i O U N 1 06 L O O O i OryI ry N IL 0 1 1 REMOVE EIFS TRIM (TYP.) r` 1?4 4.5 5 5.1 REMOVE EXIS}I 4 10" 3'-10" WITH METAL STUDS TO REMOVE DOOR AND MATCH EXISTING FRAME STOREFRONT AND INFILL LIGHT FIXTURES (TYP.) WITH METAL STUDS TO THICKNESS. MATCH EXISTING EIFS ARCH SYSTEM TO BE THICKNESS. CUT BACK TO THE PEAK OF ARCH, THEN STUCCO FINISHED TO MATCH SURROUNDING AREAS. DEMOLITION FRONT ELEVATION SCALE: r------------------ N //—^----------_.---..----\ / //---.--------------1/__---.------------.--ti\ ■■■■■■■■ I ` 20 I � ■■■■■■■■I l ZQ ----- II II I 21 i i i i 2121 i 21 I I 20 I I I - — — — — — — — — — 4 — — — — — — — — — - _/ — -- — — — — — — — -- — — — — — — — — — — II II :ate a �• ,i' 1:1 <.� I:'I• � . i •�, ..•. 'x—. z I•.. 'w; w 122 -I)EMOLITION FLOOR PLAW SCALE: 1/16" = 1'-0" I Irirne��ir rvm-r�ni� i� DEMOLITION LEGEND ----------------- WALL TO BE REMOVED WALL TO REMAIN \ DOOR TO BE REMOVED / I I DOOR TO REMAIN t • • O REMOVE EXISTING PARTITIONS FROM SLAB TO STRUCTURE ABOVE. MAKE READY FOR NEW CONSTRUCTION, O REMOVE EXISTING CEILING TILES, GRIDS, SOFFITS AND LIGHTING. O REMOVE EXISTING VCT FLOOR COVERING. OREMOVED EXISTING PORCELAIN TILE. O REMOVE EXISTING PLUMBING FIXTURES. CAP BOTH SUPPLY AND WASTE LINES, BELOW SLAB. O REMOVE EXISTING STOREFRONT /DOOR AND FRAME. O REMOVE EXISITNG ACCESS LADDER. COORDINATE REMOVAL WITH INSTALLATION OF NEW LADDER. O AWNINGS ABOVE DOCK DOORS TO REMAIN. O EXISTING ELECTRICAL ROOM TO REMAIN. SEE ELECTRICAL DRAWINGS. 10 EXISTING RISER TO REMAIN. 11 ALL WALL SYSTEM PANELS TO BE REMOVED. PATCH GYPSUM WALLBOARD AS NEEDED. 12 REMOVE EXISTING BULKHEAD. 13 REMOVE EXISTING CONCRETE RAMP AND HANDRAILS. REPAIR ASPHALT AS NEEDED 14 EXISTING E.W.F. TO BE REMOVED. 15 EXISTING DOOR AND FRAME TO BE REMOVED. 16 REMOVE EXISTING CARPET. 17 REMOVE COLUMN ENCLOSURE W/ MIRRORS FROM ALL EXISTING COLUMNS. 18 REMOVE 6" CURB 19 FIRE LANE STRIPING TO BE REMOVED 20 LANDSCAPE ISLAND TO BE REMOVED. 21 PARKING SPACE STRIPING TO BE REMOVED. HATCHED AREA DESIGNATES CONCRETE 22 AND/OR ASPHALT TO BE REMOVED, SEE CIVIL DWGS. 23 EXISTING DOCK LEVELERS TO BE REMOVED. DEMOLITION NOTES 1. THE GENERAL CONTRACTOR AND HIS SUB -CONTRACTORS ARE REQUIRED TO VISIT THE SITE AND BUILDING PREMISES TO INSPECT EXISTING CONDITIONS AND BECOME FAMILIAR WITH LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. 2. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THE PERFORMANCE OF THE CONTRACTOR IS REQUIRED TO BE CONSISTENT WITH THE DOCUMENTS AS THE WORK IS DESCRIBED OR REASONABLY INFERRED TO PRODUCE THE REQUIRED RESULTS. 3. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE CODE STANDARDS REFERENCED, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS AND CONFORM TO THE SPECIFIC REQUIREMENTS OF THE OWNER AND ARCHITECT. 4. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE PROCUREMENT OF ALL REQUIRED PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT OF THE WORK AND TO PROVIDE FOR REQUIRED INSPECTIONS. THE GENERAL CONTRACTOR IS ALSO RESPONSIBLE FOR FURNISHING A CERTIFICATE OF OCCUPANCY UPON COMPLETION OF THE WORK. ALL LICENSES, RECEIPTS FOR FEES PAID AND PERMITS SHALL BE COPIED TO THE OWNER AND THE ARCHITECT UPON RECEIPT OF SUCH. 5. DO NOT SCALE DRAWINGS, USE THE DIMENSIONS PROVIDED. IF THERE ARE ANY DISCREPANCIES, CONTACT THE OWNER OR THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION. ALL DIMENSIONS GIVEN ARE TO NOMINAL ROUGH FRAMING DIMENSIONS. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF TRASH AND DEBRIS FROM THE JOB SITE ON A DAILY BASIS. THE DEBRIS REMOVED FROM THE JOB SITE SHALL BE DISPOSED IN A LEGAL MANNER IN CONFORMANCE WITH THE LOCAL, STATE AND FEDERAL REGULATIONS APPLICABLE TO THE TYPE OF MATERIALS BEING REMOVED. 7.17INAL CLEAN-UP IS TO INCLUDE: REMOVE DUST, DEBRIS, OILS, STAINS, PAINTS, SPILLS, FINGERPRINTS, AND LABELS FROM ALL FINISHED SURFACES. 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND VENDORS (WHETHER UNDER THE GENERAL CONTRACT OR OWNER/VENDOR PROVIDED) NECESSARY FOR THE COMPLETION OF THE WORK AND CERTIFICATION OF ALL WORK PRIOR TO THE OPENING DATE SPECIFIED IN THE BID FORM. THE GENERAL CONTRACTOR SHALL PROVIDE A SCHEDULE TO THE OWNER, WITHIN 3 DAYS AFTER NOTICE TO PROCEED, LISTINGALL MILESTONE TASKS AND EQUIPMENT DELIVERY DATES WITH START DATES AND COMPLETION DATES IN A LEGIBLE AND LOGICAL FASHION DEMONSTRATING CONFORMANCE WITH THE SCHEDULED OPENING DATE. 9. FIELD CHANGES REQUESTED BY THE OWNER, CONSTRUCTION MANAGER OR ARCHITECT MUST BE APPROVED BY THE OWNER WITH A CONTRACTOR'S GUARANTEED PRICE WITH A SCHEDULE ADJUSTMENT ATTACHED. REQUESTS FOR CHANGES BY OTHER PARTIES MUSTBE APPROVED BY THE OWNER. 10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ANY CHANGES TO THE PERMITTED WORK TO THE PERMITTING AGENCY FOR REVISION TO THE EXISTING PERMIT. THE OWNER AND THE ARCHITECT SHALL BE COPIED WITH ALL REVISED PERMITS. 11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO OFF-SITE PROPERTY, ROADWAYS, AND LANDSCAPING. DEMOLITION FLOOR PLAN PROJECT NO. 121-5505-00 SSUE j DATE ISHEET NUMQER • 1- i QI' LL L_ 0 I1..�J m w T11 O r LL 3/A301 4 a 17777-1 / / 1 � FLOOR PLAN GENERAL NOTES 1. CURING AND HARDENER- SEE SPECIFICATIONS FOR CURING PROCEDURE AND MATERIALS REQUIRED FOR CURING AND HARDENING OF INTERIOR AND EXTERIOR CONCRETE SLABS. 2. CONCRETE SLAB JOINTS- SEE STRUCTURAL DRAWINGS FOR TYPICAL CONCRETE SLAB JOINT LOCATIONS, REINFORCING AND DETAILS FOR THE FOLLOWING: A. ENTRY VESTIBULE . B. TRUCK WELL C. SIDEWALK 3. MISCELLANEOUS WOOD BLOCKING- G.C. SHALL PROVIDE ALL NECESSARY F.R.T.WOOD BLOCKING OR METAL F.R.T. STUD BLOCKING FOR ALL WALL SUPPORTED DEVICES, I.E. ACCESSORIES, PANELS, EQUIPMENT ETC PER THE DEVICE MANUFACTURER'S RECOMMENDATIONS. 4. BUILDING SERVICES AND EQUIPMENT UTILITY DROPS- THE LOCATIONS OF ALL UTILITY DROPS INCLUDING FIRE, ELECTRICAL, PLUMBING ETC. MUST BE WITHIN 18" OF OF DOOR OPENINGS ON PERIMETER ALLS INSIDE THE BUILDING. NO LOCATIONS OF UTILITY DROPS WILL BE ACCEPTED OUTSIDE OF THESE AREAS BEFORE RACK SYSTEM INSTALLATION. 5. EXTERIOR AND INTERIOR PIPE BOLLARDS TO HAVE RED COVERS. POLYPROPYLENE COVERS BY -IDEAL SHIELD T_ O Q rol TENANT FLOOR PLAN SCALE: 1/1611- 1'-0" 1 /A3Q1M ... .. .... . C Q N FLOOR PLAN KEYED NOTES O YELLOW LOADING ZONE STRIPING w/ YELLOW NO PARKING LETTERING TO MATCH EXISTING O 60"W x 36" D x 60"H PROPANE STORAGE CAGE (BY OTHERS) O 6 DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD AT PROPANE STORAGE CAGE ! REFER TO DETAIL 3/A504 O EXISTING ELECTRICAL PANELS - SEE ELECTRICAL DRAWINGS. O STEEL COLUMN, TYPICAL - PAINT PER DETAIL 1/A800 O EXISTING EXTERIOR DOWNSPOUT O EXISTING CONCRETE STAIRS AT EXTERIOR DOORS O EXISTING GAS METER O EXISTING TRANSFORMER 10 EXISTING DOMESTIC AND FIRE RISERS - 11 NEW FLUSH CURB CONDITION - SEE CIVIL 12 6" THICK REINFORCED CUSTOMER LOAD -OUT SLAB 13 NEW TRUCK WELL SLAB 14 5" REINFORCED CONCRETE SLAB AT FRONT SIDEWALK APRON COMPACTOR CHUTE AND CONTAINER BY FLOOR AND DECOR VENDOR. COORDINATE 15 ELECTRICAL REQUIREMENTS. 16 INFILL EXISTING OPENINGS WITH 60OS162-43 METAL STUDS @ 16" OC WITH AN EXTERIOR STUCCO FINISH. 17 COMPACTOR AREA TO BE REPAIRED AND LEVELED. 18 NEW RETAINING WALL. 19 NEW DOCK LEVELERS. 20 3/4" FRT PLYWOOD (ONLY OCCURS BEHIND FIXTURES) a � I ° ",93246 -. 111UNC1PAL 1N CHARGE JR PROJECT MANAGER JL L)ltA CSN BY JC NO. REASON DATE ! ■ ■ ■ • . PLAN PROJECT NO:: 121-5505-00 ISSUE / DATE SHEET NUMBER 1 �„ CI 122',6" JCI 3 � 3 36'•0" 45'-0" 45'-0" 21'-11 22'.6" 22' 6 I 29'-21 41'_31" T_ O Q rol TENANT FLOOR PLAN SCALE: 1/1611- 1'-0" 1 /A3Q1M ... .. .... . C Q N FLOOR PLAN KEYED NOTES O YELLOW LOADING ZONE STRIPING w/ YELLOW NO PARKING LETTERING TO MATCH EXISTING O 60"W x 36" D x 60"H PROPANE STORAGE CAGE (BY OTHERS) O 6 DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD AT PROPANE STORAGE CAGE ! REFER TO DETAIL 3/A504 O EXISTING ELECTRICAL PANELS - SEE ELECTRICAL DRAWINGS. O STEEL COLUMN, TYPICAL - PAINT PER DETAIL 1/A800 O EXISTING EXTERIOR DOWNSPOUT O EXISTING CONCRETE STAIRS AT EXTERIOR DOORS O EXISTING GAS METER O EXISTING TRANSFORMER 10 EXISTING DOMESTIC AND FIRE RISERS - 11 NEW FLUSH CURB CONDITION - SEE CIVIL 12 6" THICK REINFORCED CUSTOMER LOAD -OUT SLAB 13 NEW TRUCK WELL SLAB 14 5" REINFORCED CONCRETE SLAB AT FRONT SIDEWALK APRON COMPACTOR CHUTE AND CONTAINER BY FLOOR AND DECOR VENDOR. COORDINATE 15 ELECTRICAL REQUIREMENTS. 16 INFILL EXISTING OPENINGS WITH 60OS162-43 METAL STUDS @ 16" OC WITH AN EXTERIOR STUCCO FINISH. 17 COMPACTOR AREA TO BE REPAIRED AND LEVELED. 18 NEW RETAINING WALL. 19 NEW DOCK LEVELERS. 20 3/4" FRT PLYWOOD (ONLY OCCURS BEHIND FIXTURES) a � I ° ",93246 -. 111UNC1PAL 1N CHARGE JR PROJECT MANAGER JL L)ltA CSN BY JC NO. REASON DATE ! ■ ■ ■ • . PLAN PROJECT NO:: 121-5505-00 ISSUE / DATE SHEET NUMBER 1 E w L rr- O r O N L 1n '-J 0) N O Q c� LL L O V/ 1 U L LL L O 0 0 co c N O U Q) L 0 O IL. r 0 a .Fu N n i SPACE BAR, OR OTHER SUITABLE �/z SYSTEM TO KEEP PERIM. COMPONENTS FROM SPREADING APART (REGARDLESS OF LENGTH WIDTH) oz/ ZONE 2 TREATMENT OF CROSS . L8/ RUNNERS, MAIN RUNNERS, AND 8 WALL CLOSURES AT TERMINAL ENDS ACT - HANGER WIRE PERIM. DETAIL 2 SCALE: 1 1/2" = V-0" SUPPLEMENTAL 12GA. HANGER WIRE AT EACH CORNER OF FIXTURE DIFFUSER ATTACH AIR TERMINAL TO CEILING GRID ACT PANEL ACT - AIR TERM, ATTACHMENT DETAIL SCALE: 1 1/2" = V-0" 10'-01 8"/180A METAL STUDS T.O. STUD w 16" O.C. (TYP.) — ------------- 4—#10 TEK SCREWS AT EACH STUD INTERSECTION 3 5/8" STUD BLOCKING BETWEEN CLG, HEIGHT EACH STUD . 5/8" DRYWALL (TYP.) 5/8- DRYWALL (TYP) BATT INSULATION (TYP.) 6"/18GA METAL STUDS ® 16" O.C. (TYP.) GYP. BD. CEILING DETAIL SCALE: 1 1/2" = V-0" 1 12 GAUGE HANGER WIRE PERIMETER 6 SUPPORTS. TWO ALTERNATIVES: 1) 12 GA. HANGER WIRE ANCHORED TO STRUCTURE ABOVE AND HUNG 10' VERT. +/— 10DEG. A MAX. OF 8" 6 FROM THE PERIMETER WALL 8 2) 12 GA. HANGER WIRE ANCHORED TO PERIMETER WALL ATTACHMENT TO GRID MAY BE WITHIN 8" FROM THE 7" WALL— ATTACHMENT WIRE MUST NOT EXCEED A 1/16 SLOPE (10 DEG.) 6 ACT - PERIM. WIRE TIE DETAIL SCALE: 1 1/2" = V-0" /2" DIA. EYELET SCHOOL r���20A. HANGER WIRE MIN. 3 TIGHT FULL TURNS IN 3" AT END OF WIRE RUNNER ACT - HANGER WIRE TIE DETAIL SUPPLEMENTAL 12GA. HANGER WIRE AT EACH CORNER OF FIXTURE LIGHT FIXTURE-20LBS OR LESS ATTACH LIGHT FIXTURE TO CEILING GRID ACT PANEL ACT LIGHT FIXTURE ATTACHEMENT SCALE: 1 1 /2" = 1'-0" 8"MAX CLR.J" MAIN RUNNER - Iiv HORIZONTAL RESTRAINT SHALL BE EFFECTED BY FOUR No.12 GA E :2.05MM WIRES SECURED TO THE MAIN RUNNER WITHIN 2 IN. (51 , MM) OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER, AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12FT (3.7 M) CENTER IN BOTH DIRECTIONS, WITH THE FIRST POINT ,WITHIN 4FT (1.2M) FROM EACH WALL.. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED, THIS HORIZONTAL RESTRAINT IS NOT REQUIRED FOR ROOM SIZES LESS THAN 400 SQFT ( 37.2 SQM) WHERE SURROUNDING WALLS CONNECT DIRECTLY TO THE STRUCTURE ABOVE. SUSPENDED CEILING SEISMIC DETAIL SCALE: 3" = 1'-011 LAY -IN LIGHT FIXTURES < 10 LBS ONE WIRE TO STRUCTURE (MAY BE SLACK) 10 LBS - 50 LBS TWO WIRES TO STRUCTURE (MAY BE SLACK) > 50 LBS SUPPORTED DIRECTLY TO STRUCTURE WITH APPROVED HANGERS AIR TERMINALS < 20 LBS POSITIVE ATTACHMENT TO GRID 20 LBS - 50 LBS TWO WIRES TO STRUCTURE (MAY BE SLACK) > 50 LBS SUPPORTED DIRECTLY TO STRUCTURE REFLECTED CEILING PLAN NOTES 1. THE SALES FLOOR CEILING WILL BE OPEN TO DECK. ALL MECHANICAL, ELECTRICAL, AND PLUMBING PIPING, CONDUITS, DUCTWORK, AND HANGING SYSTEMS FOR THESE ITEMS, ARE TO BE PAINTED WHITE WITH WITH DRYFALL PAINT. ALL EXPOSED STRUCTURAL, JOIST GIRDERS, BAR JOIST, BEAMS, AND DECKING THAT WILL REMAIN EXPOSED ARE TO BE PAINTED WHITE (PT -2). 2. BREAKROOM CORRIDOR, VESTIBULE CEILING TO BE 2'-0" X 2'-0" ACOUSTICAL CEILING TILE SYSTEM WITH 2'-0" X 2'-0" LAY -IN FLUORESCENT LIGHTING. 3. RESTROOMS CEILING TO BE 5/8' GYPSUM BOARD OVER 8" METAL STUDS (w/ FLUSH MOUNTED FLUORESCENT LIGHTING BOXES) SEE DETAIL 5(A102). 4 CASH ROOM CEILING TO BE 5/8" GYPSUM BOARD OVER SECURITY MESH ON 8" METAL STUD FRAMING (FLUSH MOUNTED FLUORESCENT LIGHTING BOXES) 5. FOR INTERIOR FINISHES SEE FINISH SCHEDULE NOTES ON SHEET A800. 6. SEE ELECTRICAL SHEETS AND VENDOR'S MANUFACTURER'S INFORMATION FOR LIGHT FIXTURE TYPES AND HANGING DETAILS. ALL SALES AREA HIGH BAY FLUORESCENT FIXTURES ARE TO BE MOUNTED AT 16-0" A.F.F.-UNLESS NOTED OTHERWISE. O O SCALE: 1/16" = V-0" RCP LEGEND 0 D LED FIXTURE GYPSUM WALL BOARD A24 2X4 LED FIXTURE LED EXTERIOR FIXTURE - ACT -ACOUSTICAL AE24 2X4 LED FIXTURE (BATTERY B/U) DOCK LIGHT FIXTURE CEILING TILE 2'-0" X 2'-0" REFER TO E102 FOR LOCATION D ® LED EXTERIOR WALL F71 2X4 LED FIXTURE WASH FIXTURE SUPPLY AIR DIFFUSER �W2 AE30 LED EXTERIOR WALL 2X4 LED FIXTURE (BATTERY B/U) WALL FIXTURE REFER TO E102 FOR LOCATION RETURN AIR GRILLE $ P/D POWER /DATA DROP �2 ❑ 2X2 LEXD FIXTURE LED EMERGENCY EXHAUST AIR GRILLE FIXTURE -RED LETTERING 1 4FT SURFACE CEILING m LED EMERGENCY Al2 MOUNTED LED FIXTURE FIXTURE -RED LETTERING 2X2 LED FIXTURE CW 4FT SURFACE WALL LED EMERGENCY 2X2 LED FIXTURE MOUNTED LED FIXTURE FIXTURE -RED LETTERING 12 .(BATTERY B/U) JW REFER TO E102 FOR ER LED EXTERIOR EGRESS LOCATION LED MOTION LIGHT 0 WALL PACK LIGHT FIXTURE NOTE CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, INVENTORY, STORAGE, AND INSTALLATION AND WARRANTY OF ALL OWNER FURNISHED LIGHTING AND CONTROLS MATERIALS. CONTRACTOR SHALL COORDINATE SHIP DATES AND OTHER REQUIREMENTS WITH VENDOR. UNUSED FIXTURES MUST BE PALLETIZED AND RETURNED TO VENDOR PRIOR TO THE C of O. ENLARGED OFFICE RCP SCALE: 3/16" = V-0" LINE INDICATES OF SECURITY WALL AND a, REFER TO WALL & 6A ON A700 68154est�qrlk�bri4thqrlotte, W28217 ACOUSTICAL CEILING SEISMIC NOTES 1. IBC 2012 WEIGHT LIMIT IS 2.6 LBS. 9 PROVIDE STABILIZER BARS AT ALL PERIMETER ENDS OF TEES TO 2. VERTICAL HANGER WIRES REQUIRED AT 4'4" O.C. (12 GA.). PREVENT SPREADING 3 MAX. PLUMB OF HANGER WIRES IS 1:6 MAX. 10 LIGHT FIXTURES SHALL BE MECHANICALLY ATTACHED TO GRID 4. PARTITIONS MAY NOT BE ATTACHED TO THE CEILING GRID. 11 LIGHT FIXTURES SHALL BE ATTACHED TO STRUCTURE. 5 MAIN RUNNERS MAY BE INTERMEDIATE OR HEAVY DUTY 12 AIR TERMINALS SHALL BE ATTACHED TO STRUCTURE OR GRID- SEE 6. MAIN RUNNER AND CROSS TEE CONNECTION STRENGTH DETAILS THIS SHEET �.WC� MIN. IS 80 LBS. 13 PROVIDE 3/8" CLEARANCE ON ALL SIDES OF SPRINKLER HEADS OR 7 PERIMETER ANGLE SHALL BE EQUAL TO OR GREATER THAN OTHER PENETRATIONS FOR SPRINKLER 7/8" WIDE HORIZ. LL. z 8. PERIMETER CLEARANCE AT WALL ANGLE AND WALL IS 3/8" TO MAIN TEES AND CROSS MEMBERS. ENLARGED OFFICE RCP SCALE: 3/16" = V-0" LINE INDICATES OF SECURITY WALL AND a, REFER TO WALL & 6A ON A700 68154est�qrlk�bri4thqrlotte, W28217 00 www.IIttIeonIIne.com I bis drawing and the design shown are the property of Litlle Diversified Architectural Cbnsniting. I he r0roduclion, copying or other use of tb s draipiq without their written consent isprobibiled and aty infringement will be subject to legal action. Little 2016 ddElkb�. Far J 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT m N c �.WC� r z TWO . W c _j LL Z 0. LL. z N N t .._. -k m o �1�93246 "i .'L I I. + `f PROJECT YR1NC11'AL IN C1 LARGE JR ......................................... PROJECT MANAGER JL ........................................ DRAWN BY JC REVISIM NO. REASON DATE .......................... ................. I........ .......................... .......................... .......................... .......................... REFLECTED CEILING PLAN --• 121-5505-00 FOR CONST. Al 0.2, 01.14.16 a c� r7 0 O 0 N d' C M T Q �I (y) (y) LL L 0 4— U) U L LL L O U) 0 0 (y) N L O U N 0 L O O LL.. O 75 W w 0 i� 0 Q 2 3 4 5 6 7 l t ! t l t l s I I I I ci ci I c/ I c/ I DS' WnE WIIFIi I vs I os IEIr1 crrrrErs osII vs os uEty amElt os t os mU& cpm D.S. ,=C_—SAL I I 3 t 1 I 1 I l cµoPr i I TYP. ' ►—� — I OcN5i I E -MU - I 2 I I I II ' ' ' I 3 TYP. (m 01 i E -PMOL L — �f7IJ ® I I I 1 I t I I 6 Lwa mow� I I I i I I I I I I ( I uErk curIEII I I I I I I ( I II ®® I IL�-_�®J - _ _ M - n _. I I � EPDIIWow 3 i t ® TYP. o— - — - — - - �- . ®►SII I �� I _ I � ®®I I ®� t I t ! t 1 I 1 I i B i l I ! 10 l I I t I I I TYP. I I TYP. � I I I ❑ t I 1 I1 IN -1 I I Fn— ®I - I�I I� I—®I I �� t I L. I L_ LJ l L I l t Imu __1 ROOF PLAN KEYED NOTES 1 PARAPET WALL WITH COPING CAP- SEE DETAILS ON A202. O EXHAUST FAN SANITARY VENT O EXISTING ROOF TOP MOUNTED HVAC EQUIPMENT TO BE REMOVED AND REPLACED. O EXISTING ROOF HATCH TO BE WELDED SHUT. O EXISTING DOCK CANOPY. O ALACO (888-310-7040) 561C LOCKED, CAGED VERTICAL ROOF LADDER. SEE DETAILS ON A503 O PRO CANOPY - BY G.C. O GUTTER AND PIPING BY G.C., REFER TO PLUMBING. OEXISTING CORNICE TO BE REMOVED. A NEW PARAPET WALL TO BE INSTALLED WITH A NEW CORNICE. 10 EXISTING ROOF, PATCH AND REPAIR BY L.L. 11 STRUCTURAL ROOF PENETRATION. SEE DETAIL 11/A202 12 REMOVE EXISTING ROOF TOP UNIT. CURB TO REMAIN. ROOF PLAN GENERAL NOTES 1. REFER TO ROOF SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS FOR PATCHING ROOF SYSTEM. 2. GENERAL CONTRACTOR TO COMPLY WITHH ALL OCCUPATIONAL, HEALTH AND SAFETY REGULATIONS REQUIRED BY OSHA OR EQUIVALENT APPLICABLE CODES. ANY CONSTRUCTION REQUIRED TO MEET ABOVE STATED REGULATIONS SHALL NOT COMPROMISE ROOF WARRANTY. 3. ALL GAS PIPING ON ROOF SHALL BE PAINTED (SAFETY YELLOW) 2 COATS OF ENAMEL. 4. ROOF TOP EQUIPMENT LOCATIONS— VERIFY SIZE OF OPENINGS AND LOCATION OF ALL ROOF TOP MOUNTED HVAC EQUIPMENT WITH MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL REQUIREMENTS AND DETAILS. 5. ROOF PENETRATIONS— SEE DETAILS ON SHEET A202 FOR TYPICAL ROOF PENETRATIONS FOR ELECTRICAL, GAS AND PLUMBING PIPING. 6. FLUE AND VENT DETAILS- SEE DETAILS ON SHEET A202 FOR TYPICAL ROOF PENETRATIONS FOR FLUE AND VENT PIPE PENETRATIONS. 7. COORDINATE ROOF ELEVATIONS WITH STRUCTURAL DRAWINGS. REFER TO SPECIFICATIONS FOR ROOF WARRANTIES, CURBS, FLASHING DETAILS, ETC. 8. THE ROOF SHALL NOT BE USED FOR STOCKPILING OF EQUIPMENT OR MATERIALS UNLESS APPROVED IN WRITING BY ARCHITECT AND STRUCTURAL ENGINEER. 9. REMOVE ROOF WASTE, EMPTY ADHESIVE CONTAINERS, AND OTHER DEBRIS ON A DAILY BASIS. 10. CONDENSATE PIPING AND GAS PIPING SHALL BE SECURED TO ROOF WITH PRE— MANUFACTURED SUPPORTS WITH ADDITIONAL ROOF MEMBRANE REINFORCEMENT AT EACH SUPPORT LOCATION. 1• • 1 1' • : 11 www.IittIeonline.com 1 his drawing and the design shown are lbe prvpery of Little Diversied Architectural Consulting. 1 fie reproduction, coping or other use of this drawing without Their written consent is prohibited and any infringement mill be subject to legal action. © Little 2016 . if4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT NAM E AIW UN 9 0 W row 6.L LL L ELIPA, I— Z O w 1� 0 LL z U) �J N6 . , 0® t ` AR03246 O a ' R PRINCIPAL IN CHNRC;L - - JR PROJLCI' UANAGLR JL DFjkWN BY JC NO. REASON DATE ROOF PLAN R • 121-5505-00 FOR CONST. 01.14.16 A201 SCALE: 1/16" = V-0" ROOF PLAN KEYED NOTES 1 PARAPET WALL WITH COPING CAP- SEE DETAILS ON A202. O EXHAUST FAN SANITARY VENT O EXISTING ROOF TOP MOUNTED HVAC EQUIPMENT TO BE REMOVED AND REPLACED. O EXISTING ROOF HATCH TO BE WELDED SHUT. O EXISTING DOCK CANOPY. O ALACO (888-310-7040) 561C LOCKED, CAGED VERTICAL ROOF LADDER. SEE DETAILS ON A503 O PRO CANOPY - BY G.C. O GUTTER AND PIPING BY G.C., REFER TO PLUMBING. OEXISTING CORNICE TO BE REMOVED. A NEW PARAPET WALL TO BE INSTALLED WITH A NEW CORNICE. 10 EXISTING ROOF, PATCH AND REPAIR BY L.L. 11 STRUCTURAL ROOF PENETRATION. SEE DETAIL 11/A202 12 REMOVE EXISTING ROOF TOP UNIT. CURB TO REMAIN. ROOF PLAN GENERAL NOTES 1. REFER TO ROOF SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS FOR PATCHING ROOF SYSTEM. 2. GENERAL CONTRACTOR TO COMPLY WITHH ALL OCCUPATIONAL, HEALTH AND SAFETY REGULATIONS REQUIRED BY OSHA OR EQUIVALENT APPLICABLE CODES. ANY CONSTRUCTION REQUIRED TO MEET ABOVE STATED REGULATIONS SHALL NOT COMPROMISE ROOF WARRANTY. 3. ALL GAS PIPING ON ROOF SHALL BE PAINTED (SAFETY YELLOW) 2 COATS OF ENAMEL. 4. ROOF TOP EQUIPMENT LOCATIONS— VERIFY SIZE OF OPENINGS AND LOCATION OF ALL ROOF TOP MOUNTED HVAC EQUIPMENT WITH MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL REQUIREMENTS AND DETAILS. 5. ROOF PENETRATIONS— SEE DETAILS ON SHEET A202 FOR TYPICAL ROOF PENETRATIONS FOR ELECTRICAL, GAS AND PLUMBING PIPING. 6. FLUE AND VENT DETAILS- SEE DETAILS ON SHEET A202 FOR TYPICAL ROOF PENETRATIONS FOR FLUE AND VENT PIPE PENETRATIONS. 7. COORDINATE ROOF ELEVATIONS WITH STRUCTURAL DRAWINGS. REFER TO SPECIFICATIONS FOR ROOF WARRANTIES, CURBS, FLASHING DETAILS, ETC. 8. THE ROOF SHALL NOT BE USED FOR STOCKPILING OF EQUIPMENT OR MATERIALS UNLESS APPROVED IN WRITING BY ARCHITECT AND STRUCTURAL ENGINEER. 9. REMOVE ROOF WASTE, EMPTY ADHESIVE CONTAINERS, AND OTHER DEBRIS ON A DAILY BASIS. 10. CONDENSATE PIPING AND GAS PIPING SHALL BE SECURED TO ROOF WITH PRE— MANUFACTURED SUPPORTS WITH ADDITIONAL ROOF MEMBRANE REINFORCEMENT AT EACH SUPPORT LOCATION. 1• • 1 1' • : 11 www.IittIeonline.com 1 his drawing and the design shown are lbe prvpery of Little Diversied Architectural Consulting. 1 fie reproduction, coping or other use of this drawing without Their written consent is prohibited and any infringement mill be subject to legal action. © Little 2016 . if4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT NAM E AIW UN 9 0 W row 6.L LL L ELIPA, I— Z O w 1� 0 LL z U) �J N6 . , 0® t ` AR03246 O a ' R PRINCIPAL IN CHNRC;L - - JR PROJLCI' UANAGLR JL DFjkWN BY JC NO. REASON DATE ROOF PLAN R • 121-5505-00 FOR CONST. 01.14.16 A201 W (y) 0 0 Q CV d'. C 0) cq O CV QI C� � I H -0 O 0 co Cn L ..I o j W U C?f N � 0 ❑i 06 a{ O FL O o r a� ; Ni I ROOF DRAIN STRAINER COMPRESSION RIle NG 10" 10" r DRAIN BOWL EDGE OF LEADmm�lrnmnl( RIOD INSULATIONFLASHING n mm CONT SEALANT BEAD SPRING LOK STYLE COUNTER FLASHING TREATED WOOD NAILERS - SECURE BEGINNING OF TO METAL DECK TAPERED ROOF DECK CLAMP DRAIN SUMP ROOF DRAIN METAL DECK LEADER DRSUMP SECTION DETAIL TPO ROOF - FRONT PAPAPET TERMINATION LOW CANOPY (j)sROOFJ—�'� CALE: 1/2" = 1-0SCALE: NTS SONNEBORN NP -1 SEALANT APPROVED FASTENERS PARAPET HEAVY DUTY GALVANIZED PARAPET CONDUIT BRACKET TO BE SPACED 5' ON CENTER MAXIMUM ELECTRICAL CONDUIT APPROVED FASTENERS 7/A202 SONNEBORN NP -1 SEALANT SINGLE PLY MEMBRANE WALL FLASHING SINGLE PLY MEMBRANE WALL WALL MOUNTED CONDUIT FLASHING o0 I Z APPROVED NON -REINFORCED PARAPET FLASHING 1re" MAIN. STAINLESS STEEL CLAMP EMT/RIGID CONDUIT 1"iMIN. 1 I MIN 18" I `� 11 Ll -0*10 4f APPROVED SEALANT/MASTIC �1.5" TO 2" EMT/RIGID CONDUIT SHALL BE LOCATED HOT AIR WELD, TYPICAL MINIMUM 18" FROM PARAPET, SIDE OF CURB, ETC. CONDUIT SHALL BE SPACED MINIMUM 18" APART TO ALLOW ADEQUATE CONDUIT WALL PENETRATION SPACE FOR FLASHINGS. NOTES: 1. NEW WALL PENETRATIONS FOR ELECTRICAL CONDUIT, ETC. SHALL BE FLASHED UTILIZING MEMBRANE FLASHINGS IN THE SAME MANNER AS F THEY WERE ROOF PENETRATIONS. SEALANT ONLY SHALL NOT BE ACCEPTABLE. 2. NEW ROOF PENETRATIONS FOR ELECTRICAL CONDUIT, ETC., IF REQUIRED, SHALL BE LOCATED MINIMUM 18" FROM PARAPET, CURB, ETC. AND SHALL BE FLASHED UTILIZING PREFORMED MEMBRANE FLASHINGS. PITCH POCKETS SHALL NOT BE ACCEPTABLE. 3. CONDUIT TO BE USED FOR ROOF PENETRATIONS SHALL BE EMT/RIGID CONDUIT. FLEXIBLE CONDUIT SHALL NOT BE ACCEPTABLE FOR ROOF PENETRATIONS. 4. CONDUIT FOR ROOF PENETRATIONS SHALL BE MINIMUM 18" HIGH ABOVE NEW/EXISTING ROOF MEMBRANE. 5. WALL MOUNTED CONDUIT, IF REQUIRED, SHALL BE FASTENED USING HEAVY DUTY GALVANIZED CONDUIT BRACKETS WITH 2 FASTENER PER BRACKET. GALVANIZED CONDUIT BRACKETS SHALL BE SPACED MAXIMUM 5' ON CENTER, PRIOR TO FASTENING CONDUIT BRACKETS, SONNEBORN NP -1 SEALANT SHALL BE APPLIED BETWEEN FASTENING FLANGE ON CONDUIT BRACKETS AND MEMBRANE WALL FLASHING. FASTENER HEADS OF FASTENERS USED FOR SECURING CONDUIT BRACKETS SHALL BE FULLY SEALED WITH NP -1 SEALANT. D8 CONDUIT DETAILS CALE: 3/4" = 1'-0" NOTE: MINIMUM 1/4" PER FOOT TAPERED INSULATION IS REQUIRED ON HIGH SIDE OF AC UNIT CURB TO CREATE CRICKET. ROOFTOP UNIT ENSURE THAT ROOF CURBS ARE LEVEL. NOTE: BASE FLASHINGS SHALL BE TRIMMED FLUSH WITH TOP OF CURB AND SHALL NOT BE ALLOWED TO LAP ONTO TOP OF CURB. _ FOUR (4) #10 X 1/2" TEK SCREWS TO ATTACH HOLD-DOWN TO CURB. MINIMUM 6" WIDE 18 GAUGE GALVANIZED STEEL HOLD-DOWN. MECHANICAL CONTRACTOR TO PROVIDE A MINIMUM 2 HOLD- DOWNS ON LONG SIDES OF UNIT AND 1 EXHAUST FAN/VENT/ETC. ON SHORT SIDES OF UNIT. FULLY ADHERED SINGLE PLY MEMBRANE BASE FLASHINGS Y'/ APPROVED SEALANT, CONTINUOUS, AS REQUIRED APPROVED SCREWS AND PLATES, TERM BAR, REINFORCED CORROSION RESISTANT HEX HEAD SCREWS WITH WEATHERPROOF WASHERS. APPROVED SEALANT/MASTICSECUREMENT STRIP OR OTHER APPROVED METHOD OF MINIMUM 2 SCREWS PER SIDE EQUALLY SPACED. FASTENER HEADS AND WASHERS APPROVED FASTENER SECUREMENT. FULLY SEALED WITH APPROVED SEALANT. AND PLATES MIN. 6" WIDE SINGLE PLY MEMBRANE FLASHING SINGLE PLY. ROOF MEMBRANE SCALE: NTS WRAP DOWN MINIMUM OF 1" PREFINISHED COPING TO DOWN FRONT FACE MATCH P-4 Z LL w SNAP LOK COPING > w CONT. CLIP ANGLE p U LLa TERMINATION BAR Z - SEE MANUFACTURER'S O w RECOMMENDATIONS °- 0 WRAP TPO PATCH Q a AROUND CORNER �.►FZPP / TPO CORNER PATCH PER MANUFACTURER'S RECOMMENDATIONS �- R OO ROOF SYSTEM -� _ /^ O?E F'" F A� TPO ROOF CORNER PARAPET DETAIL SCALE: NTS APPROVED SEALANT/MASTIC STAINLESS STEEL — PRE -MOLDED PIPE FLASHING CLAMPING RING APPROVED FASTENERS AND PLATES PER MANUFACTURER'S ROOF INSULATION REQUIREMENTS SEE SPECS HOT AIR WELD SINGLE PLY ROOF MEMBRANE [Tj I I I I I I I I I Ll I lj_ �TPO -SMALL PIPE PENETRATION SCALE: 11/2" 1'-0" ROOF INSULATION --ROOF D NOTE: INSTALLATION OF COUNTER FLASHING MUST BE COORDINATED BETWEEN ROOFING CONTRACTOR AND MECHANICAL CONTRACTOR TO INSURE THAT SCREWS USED FOR SECURING COUNTER FLASHING ARE INSTALLED LOW ENOUGH TO INSURE THAT SCREW HEADS .WILL NOT INTERFERE WITH RTU FITTINGS ON CURB SCREWS MUST BE INSTALLED BELOW BOTTOM OF RTU TO ALLOW SCREW HEADS TO BE EXPOSED FOR REMOVAL IN THE FUTURE, COUNTER FLASHING SHALL BE INSTALLED AS SOON AS BASE FLASHING ARE INSTALLED. DETAIL AT ROOF TOP UNIT/EQUI .__/ SCALE: 1 1/2" = 1'-0" NOTE: BASE FLASHINGS SHALL BE TRIMMED FLUSH WITH TOP OF CURB AND SHALL NOT BE ALLOWED TO LAP ONTO TOP OF CURB. FOUR (4) #10 X 1/2" TEK SCREWS TO ATTACH HOLD-DOWN TO UNIT RAILS. APPROVED SEALANT, AS REQUIRED ! NEW MIN. 6" WIDE TREATED/FRT DIMENSIONED LUMBER/PLYWOOD WOOD BLOCKING, PROVIDED AND INSTALLED i BY ROOFING CONTRACTOR, TO REPLACE EXISTING WOOD i� BLOCKING PROVIDED BY CURB MANUFACTURER. PLYWOOD/LUMBER THICKNESS SHALL BE AS REQUIRED TO ALLOW ALUMINUM COUNTERFLASHING TO FIT BETWEEN NEW i� WOOD BLOCKING AND VERTICAL FLANGE OF CURB/UNIT, NEW WOOD BLOCKING SHALL BE SECURED TO CURB USING i CORROSION RESISTANT SCREWS SPACED MAXIMUM 18" O.C. ENSURE THAT ROOF CURBS ARE LEVEL. INSULATION i i CURB TO FIT CURB MINIMUM 1 1/2" BASE RAIL TO FIT RTU ENT CURD KI I i MIN. 16" WIDE 1/2" THICK. FRT PLYWOOD 2 -PIECE COUNTERFLASHING > I A MIN. 8" HIGH FULLY ADHERED BASEI APPROVED FASTENERS SPACED 12" FLASHING i^O.C. MAX. APPROVED SEALANT APPROVED MEMBRANE SECUREMENT i I HEAT WELDED SEA i ALUMINUM TERMINATION BAR LAP SEALANT FASTENED 6" O.C. MAX. _-------------- _— _ --- \ NOTES: .040 MILL FINISHED ALUMINUM COUNTERFLASHING HEMMED TO ALLOW COUNTERFLASHINGI CONTINUOUS BEAD OF SEALANT /- STAINLESS STEEL APPROVED LAP SEALANT OR HIGH GRADE SEALANT 5" FLASHING, LEAD, ETC. PIPE TO SERVE AS TERMINATION BAR AND COUNTERFLASHING FASTENED MAX. 6" O.C. HOT AIR WELD 1' CLAMPING RING RUST GREASE INSULATION ETC. BY OTHERS (OPTIONAL) CONTINUOUS BEAD OF ULTRAPLY TPO SEALANT 2. PIPE MUST BE ANCHORED TO FASTENER HEADS AND WASHERS SHALL BE FULLY SEALED W/ APPROVED SEALANT. APPROVED NON- FASTENER AND HD OR HD PLUS 3. PRE -MOULDED PIPE FLASHING SEAM PLATE AT 12" O.C. MAX. STAINLESS STEEL CLAMPING RING MAY BE CUT TO HEIGHT, BUT NO (SEE NOTE #8) REINFORCED FLASHIN (SEE NOTE #3) LOWER THAN REINFORCING RING ULTRAPLY TPO T -JOINT COVER OR PRE -MOLDED ULTRAPLY TPO C° FULLY ADHERED SINGLE PLY MEMBRANE BASE FLASHING, ° ULTRAPLY TPO FLASHING (4"X4"MIN.) PIPE FLASHING 1/2" MIN. ROOF MEMBRANE CLAMPING RING). CENTERED OVER INTERSECTION COUNTERFLASHING v EXTEND OVER CURB ULTRAPLY TPO BONDING ADHESIVE PENETRATION AND PRE -MOLDED 1-1/2" /- MINI WELDED SPLICE 2" MIN. z (ADHERED SYSTEM ONLY) PIPE FLASHING PRIOR TO PLAN VIEW PIPE APPROVED SCREWS AND PLATES, TERM BAR, REINFORCED SECUREMENT STRIP OR O ULTRAPLY TPO MEMBRANE INSTALLATION OF CLAMPING RING. REFER TO LS -9 FOR SEAM EDGE FLASHING OVER FIELD SEAM OTHER APPROVED METHOD OF SECUREMENT. TREATMENT. z I HEAT WELDED SEAM a SUBSTRATE FLASHING FITS 4" (102mm) - 8" (203 mm) LAP SEALANT SINGLE PLY ROOF MEMBRANE PENETRATIONS SIZES. ROOF INSULATION, SEE SPECS 6. DO NOT USE WHEN SERVICE ROOF INSULATION LINE TEMP. EXCEEDS 160°F. _fl -1/2" 2' 12" MAX. 1" MIN. TP®- POCI�CET PENETRATION DETAIL ROOF DECK REQUIRE FOR MAS ONLY. SCALE: 1 1 /2" = 1'-0" DETAIL AT EXHAUST ,_ „ FAN/ROOF EQUIPMENT FLASHING Q TPO -VENT PIPE PENETRATION „_ _ SCALE: 1 1/2" — 1 0 SCALE: 1 1 /2 — 1 -0 PROVIDE CONT. BAND OF € SEALANT - WIPE OFF EXCESS LINE OF VERTICAL CAP - CUT AS 6" WIDE JOINT COVER PLATE - �� SHOWN. BENT AND LOCATED CRIMP EDGES OVER BOTTOM g UNDER ADJACENT CAPS OF COPING CAP ki. CONTINUOUS CAP FLASHING MITER CORNERS (TIGHT) WITH PREFINISHED COPING CAP AND l �" y a, ''�), M�` CONT CAULK BEAD EDGE FLASHING TO MATCH P-4 `, 4 ` ROOF MEMBRANE WIDTH TO FIT WALL THICKNESS CONT CAULK VERTICAL LINE OF VERTICAL CAP -CUT AS y^ ` ol -SEAM AT EDGE SHOWN. BENT AND LOCATED SLOPED OWN- MITER EXPOSED SIDES AT 45° UNDER ADJACENT CAPS �Q CONTINUOUS CAP FLASHING ISOMETRIC METAL COPING PROFILE ISOMETRIC ROOF - TYPICAL COPING JOINT 3 SCALE: NTS WRAP DOWN MINIMUM OF 1" PREFINISHED COPING TO DOWN FRONT FACE MATCH P-4 Z LL w SNAP LOK COPING > w CONT. CLIP ANGLE p U LLa TERMINATION BAR Z - SEE MANUFACTURER'S O w RECOMMENDATIONS °- 0 WRAP TPO PATCH Q a AROUND CORNER �.►FZPP / TPO CORNER PATCH PER MANUFACTURER'S RECOMMENDATIONS �- R OO ROOF SYSTEM -� _ /^ O?E F'" F A� TPO ROOF CORNER PARAPET DETAIL SCALE: NTS APPROVED SEALANT/MASTIC STAINLESS STEEL — PRE -MOLDED PIPE FLASHING CLAMPING RING APPROVED FASTENERS AND PLATES PER MANUFACTURER'S ROOF INSULATION REQUIREMENTS SEE SPECS HOT AIR WELD SINGLE PLY ROOF MEMBRANE [Tj I I I I I I I I I Ll I lj_ �TPO -SMALL PIPE PENETRATION SCALE: 11/2" 1'-0" ROOF INSULATION --ROOF D NOTE: INSTALLATION OF COUNTER FLASHING MUST BE COORDINATED BETWEEN ROOFING CONTRACTOR AND MECHANICAL CONTRACTOR TO INSURE THAT SCREWS USED FOR SECURING COUNTER FLASHING ARE INSTALLED LOW ENOUGH TO INSURE THAT SCREW HEADS .WILL NOT INTERFERE WITH RTU FITTINGS ON CURB SCREWS MUST BE INSTALLED BELOW BOTTOM OF RTU TO ALLOW SCREW HEADS TO BE EXPOSED FOR REMOVAL IN THE FUTURE, COUNTER FLASHING SHALL BE INSTALLED AS SOON AS BASE FLASHING ARE INSTALLED. DETAIL AT ROOF TOP UNIT/EQUI .__/ SCALE: 1 1/2" = 1'-0" NOTE: BASE FLASHINGS SHALL BE TRIMMED FLUSH WITH TOP OF CURB AND SHALL NOT BE ALLOWED TO LAP ONTO TOP OF CURB. FOUR (4) #10 X 1/2" TEK SCREWS TO ATTACH HOLD-DOWN TO UNIT RAILS. APPROVED SEALANT, AS REQUIRED ! NEW MIN. 6" WIDE TREATED/FRT DIMENSIONED LUMBER/PLYWOOD WOOD BLOCKING, PROVIDED AND INSTALLED i BY ROOFING CONTRACTOR, TO REPLACE EXISTING WOOD i� BLOCKING PROVIDED BY CURB MANUFACTURER. PLYWOOD/LUMBER THICKNESS SHALL BE AS REQUIRED TO ALLOW ALUMINUM COUNTERFLASHING TO FIT BETWEEN NEW i� WOOD BLOCKING AND VERTICAL FLANGE OF CURB/UNIT, NEW WOOD BLOCKING SHALL BE SECURED TO CURB USING i CORROSION RESISTANT SCREWS SPACED MAXIMUM 18" O.C. ENSURE THAT ROOF CURBS ARE LEVEL. INSULATION i i CURB TO FIT CURB MINIMUM 1 1/2" BASE RAIL TO FIT RTU ENT CURD KI I i MIN. 16" WIDE 1/2" THICK. FRT PLYWOOD 2 -PIECE COUNTERFLASHING > I A MIN. 8" HIGH FULLY ADHERED BASEI APPROVED FASTENERS SPACED 12" FLASHING i^O.C. MAX. APPROVED SEALANT APPROVED MEMBRANE SECUREMENT i I HEAT WELDED SEA i ALUMINUM TERMINATION BAR LAP SEALANT FASTENED 6" O.C. MAX. _-------------- _— _ --- \ ROOF DETAILS °ROJECT N0. 121-5505-00 $SUE 0 ISHEETNUMBER 1 � • NOTES: CONTINUOUS BEAD OF SEALANT 1. REMOVE ALL EXISTING OR HIGH GRADE SEALANT FLASHING, LEAD, ETC. PIPE SURFACE MUST BE FREE OF ALL FIELD FABRICATED METAL HOOD . RUST GREASE INSULATION ETC. BY OTHERS (OPTIONAL) CONTINUOUS BEAD OF ULTRAPLY TPO SEALANT 2. PIPE MUST BE ANCHORED TO FIELD SEAM ENSURE STABILITY. FASTENER AND HD OR HD PLUS 3. PRE -MOULDED PIPE FLASHING SEAM PLATE AT 12" O.C. MAX. STAINLESS STEEL CLAMPING RING MAY BE CUT TO HEIGHT, BUT NO (SEE NOTE #8) (SEE NOTE #3) LOWER THAN REINFORCING RING ULTRAPLY TPO T -JOINT COVER OR PRE -MOLDED ULTRAPLY TPO (NO WRINKLES OR FOLDS UNDER ° ULTRAPLY TPO FLASHING (4"X4"MIN.) PIPE FLASHING CLAMPING RING). CENTERED OVER INTERSECTION 4. APPLY GP SEALANT BETWEEN ULTRAPLY TPO BONDING ADHESIVE PENETRATION AND PRE -MOLDED WELDED SPLICE 2" MIN. z (ADHERED SYSTEM ONLY) PIPE FLASHING PRIOR TO PLAN VIEW PIPE O ULTRAPLY TPO MEMBRANE INSTALLATION OF CLAMPING RING. REFER TO LS -9 FOR SEAM EDGE FLASHING OVER FIELD SEAM TREATMENT. z I 5. LARGE PRE -MOLDED PIPE a SUBSTRATE FLASHING FITS 4" (102mm) - 8" (203 mm) PENETRATIONS SIZES. 6. DO NOT USE WHEN SERVICE LINE TEMP. EXCEEDS 160°F. 7. FASTENER AND HD SEAM PLATE TP®- POCI�CET PENETRATION DETAIL REQUIRE FOR MAS ONLY. SCALE: 1 1 /2" = 1'-0" ROOF DETAILS °ROJECT N0. 121-5505-00 $SUE 0 ISHEETNUMBER 1 � • 0_ m (y) N (Q O N (6 as 0 C0 mI' m V LL O Er ccs L U- 0 I c c� U) O 0 N � i O i N Li 0 L O O FL n3 r� a� ry N LL 3 3 4�j UREAR ELEVATION SCALE: 3/32" = V 8 P4 TM 17 8 w1 TYP. EXISTING CONCRETE PANEL ADJACENT RETAILER 03 15 ---------- ---' --- -------------------------------------------------,------------------------------------------------------------------------------------.------------------------ -- 12 -- -- - 14 ALEFT SIDE ELEVATION - gmt % SCALE: 3/32" = V-0" www.IIttIaonIIna.com This drawing and the design shown are the properly of Little Diversified Architectural Consulling. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. @ Little 2016 D E4 m r. 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 EXTERIOR COLOR LEGEND OEIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6106 E1 "KILIM BEIGE" E2 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6108 "LATTE" E3 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6082 "COBBLE BROWN" E4 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6868 REAL RED" P1 SHERWIN WILLIAMS 6106 "KILIM BEIGE" P2 SHERWIN WILLIAMS 6108 "LATTE" P3 SHERWIN WILLIAMS 6082 "COBBLE BROWN" P4 SHERWIN WILLIAMS 6868 "REAL RED" P5 SHERWIN WILLIAMS "PURE WHITE" S1 BORAL CULTURED STONE - COLOR: PARCHMENT 1) ALL COLORS AND MATERIALS MUST BE CONFIRMED WITH THE FLOOR AND DECOR PROJECT MANAGER PRIOR TO APPLICATION. 2) ALL EXTERIOR PAINT SHALL BE A 1 COAT PRIMER AND 2 COATS FINAL 3) STUCCO SYSTEM TO BE STOPOWERWALL CI - OUTBOUND INSULATION SYSTEM. SEE STO SYSTEMS MFG. DETAILS KEYED NOTES, OSIGNAGE FURNISHED AND INSTALLED BY TENANT UNDER <9>TRASH COMPACTOR DOOR 'REVISIONS SEPARATE PERMIT - GC TO PROVIDE AND COORDINATE ELECTRICAL CONNECTIONS - SEE ELECTRICAL DRAWING. 15 INFILL EXISTING OPENING TO MATCH GC TO PROVIDE PLYWOOD BACKING FOR SIGNAGE. ADJACENT OAUTOMATIC SLIDING ENTRY DOOR - FULL BREAKAWAY <8>EXISTING DOWNSPOUT PROTECT (PAINT P1) OWALL MOUNTED LIGHT FIXTURE- REFER TO ELECTRICAL DRAWINGS FOR SPECIFICATIONS. ALACAO (888-310-7040) 561C LOCKED, <v>CAGED VERTICAL ROOF LADDER. SEE SHEET A503 FOR DETAILS. 4O EXISTING GUTTER AND DOWNSPOUT ( PAINT P1) PROJECT- NO. OHOLLOW METAL DOOR (PAINT P2 @ SIDES, 1 � • P1 @ REAR WALL) -SEE DOOR SCHEDULE OEXISTING ELECTRICAL SERVICE EQUIPMENT -REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION O7 EXISTING PIPE BOLLARDS.., N /` /� 1 LOES O8 PREFINISHED METAL TO MATCH P4 1. ALL SURFACES TO BE PREPPED AND/OR - 6" HIGH LETTERS PER LOCAL AUTHORITY PRIMED PER MANUFACTURER'S OADDRESS 9 HAVING JURISDICTION RECOMMENDATIONS. 2. GC TO SUBMIT EXTERIOR FINISH SAMPLES <)>PAINT ALL CONDUITS, GAS PIPING, ETC. TO MATCH AND SHOP DRAWINGS TO THE ARCHITECT ADJACENT WALL NO EXPOSED CONDUIT ON. FRONT WALL. FOR APPROVAL PRIOR TO CONSTRUCTION. 3. PROVIDE EIFS EXPANSION/CONTROL JOINTS 11 EXISTING METAL AWNING PER MANUFACTURER RECOMMENDATIONS. SEALANT COLOR TO MATCH EIFS. 12 EXISTING OVERHEAD DOORS - SEE DOOR SCHEDULES 4. ALL EXTERIOR PAINT TO BE A 3 COAT SYSTEM (1) PRIMER AND (2) COATS FINAL. 13 GAS RISER AND METER - REFER TO MECHANICAL 5. ALL COLORS AND MATERIALS MUST BE DRAWINGS CONFIRMED WITH FLOOR&DECOR PROJECT MANAGER PRIOR TO APPLICATION. 3 3 4�j UREAR ELEVATION SCALE: 3/32" = V 8 P4 TM 17 8 w1 TYP. EXISTING CONCRETE PANEL ADJACENT RETAILER 03 15 ---------- ---' --- -------------------------------------------------,------------------------------------------------------------------------------------.------------------------ -- 12 -- -- - 14 ALEFT SIDE ELEVATION - gmt % SCALE: 3/32" = V-0" www.IIttIaonIIna.com This drawing and the design shown are the properly of Little Diversified Architectural Consulling. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. @ Little 2016 D E4 m r. 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 EXTERIOR COLOR LEGEND OEIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6106 E1 "KILIM BEIGE" E2 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6108 "LATTE" E3 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6082 "COBBLE BROWN" E4 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6868 REAL RED" P1 SHERWIN WILLIAMS 6106 "KILIM BEIGE" P2 SHERWIN WILLIAMS 6108 "LATTE" P3 SHERWIN WILLIAMS 6082 "COBBLE BROWN" P4 SHERWIN WILLIAMS 6868 "REAL RED" P5 SHERWIN WILLIAMS "PURE WHITE" S1 BORAL CULTURED STONE - COLOR: PARCHMENT 1) ALL COLORS AND MATERIALS MUST BE CONFIRMED WITH THE FLOOR AND DECOR PROJECT MANAGER PRIOR TO APPLICATION. 2) ALL EXTERIOR PAINT SHALL BE A 1 COAT PRIMER AND 2 COATS FINAL 3) STUCCO SYSTEM TO BE STOPOWERWALL CI - OUTBOUND INSULATION SYSTEM. SEE STO SYSTEMS MFG. DETAILS PROJECT TEAM 'REVISIONS ISSUE t 1 • ELEV PROJECT- NO. 0e ISSUE"/;DATE SHL ET NUMBER 1 � • 45'-0" T.O. WALL T.O.22'-0" PARA[PET 14'-0 B. 0, CANOPY FLOOR PLAN LEGEND FULL HEIGHT WALL -SEE SHEET A700 FOR PARTITION TYPE LOW WALL -SEE SHEET A700 FOR PARTITION TYPE �Jo l J DOOR DESIGNATION - SEE SHEET A800 #X PARTITION TYPE -SEE SHEET A700 P -X WALL FINISH (PAINT) TILE WALL FINISH (TILE) FRP WALL FINISH -(FRP) EXTERIOR COLOR LEGEND OEIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6106 E1 "KILIM BEIGE" E2 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6108 "LATTE" E3 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6082 "COBBLE BROWN" E4 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6868 "REAL RED" P1 SHERWIN WILLIAMS 6106 "KILIM BEIGE" P2 SHERWIN WILLIAMS 6108 "LATTE" P3 SHERWIN WILLIAMS 6082 "COBBLE BROWN" P4 SHERWIN WILLIAMS 6868 "REAL RED" P5 SHERWIN WILLIAMS "PURE WHITE" S1 BORAL CULTURED STONE - COLOR: PARCHMENT - 2" X 8" X 16" E Q.. Lo N 66 CO O N d' co co C7 QI CD Co d' LL L M--❑ m ^ ' V/ 1 U L J a L ❑ 4-- U) O O 1 co m CO d- 1 N r L v L ❑ O Z3 ❑ fy N L.L. EALARGED PRO ENTRY AREA 'RO&CT N0. 121-5505-00 SSUE /DATE SHEET NUMBER OR i � • 0 c EIFS SAND BLAST FINISH ON 1-1/2" RIGID INSULATION AND AIR/VAPOR BARRIER WITH 1/2" GLASS MAT SHEATHING ON 6" 20 GA. METAL STUDS STEEL COLUMN 4" DRAIN LINE FROM ROOF DRAIN EDGE OF WATER TABLE BELOW 2'-2° 4" x8" x16" STONE 40 VENEER BELOW 2'-8" FACADE ENTRY COLUMN PLAN VIEW CUT AT 6'-0" A.F.F. TYPICAL PILASTER PLAN VIEW AT CAP %P / SCALE: 3/4" = 1'-0" XISTING BASE =DGE OF WATER TABLE BELOW =DGE OF BLOCK 3ELOW WATER TABLE 'RE -CAST CAP I i BACKER ROD AND SEALANT - ALL SIDES CONT. STEEL COLUMN --------- -- - --- :..: I 6" 20GA METAL STUDS 4" DRAIN LINE FROM I? ;. ROOF DRAIN I I _ . I •. I (y)L I 00 _ : I ': — — I EXISTING BASE I I , � I N I I i i EDGE OF WATER TABLE BELOW DOWNSPOUT NOZZLE: - ------------------ EDGE OF BLOCK I .:....: .:•,.,:,� •:.:• :_• ------- — --- I I — JOSAM#25010-BS -BELOW WATER TABLE. EQUAL E AL EDGE OF WATER TABLE ABOVE 21-211 �� 21-811 EIFS SAND BLAST FINISH ON 9-1/2" RIGID INSULATION AND 2,-8„ 2" x8" x16" STONE AIR/VAPOR BARRIER WITH VENEER OVER 1/2" 1/2" GLASS MAT SHEATHING GLASS MAT FIBER ON 6" 20 GA. METAL STUDS SHEATHING AND WEATHER BARRIER OVER 1-5/8" METAL STUD �FACA®E!�NTRY COLUMN PLAN VIEW CUT AT 1 �_0"A.F.F. PICAL PILASTER PLAN VIEW CUT AT 6 0 A.F.F.ALE: a®�SC 3/4" „ — „ _ALE: 3/ 1 0 4 BACKER ROD AND SEALANT - ALL SIDES CONT. BACKER.ROD AND SEALANT - ALL v J-4 SIDES CONT.' CD I I I I I I I � Co I' 'n I EXISTING BASE EDGE OF WATER ...... 6" 20GA METAL TABLE BELOW .:...:.:.....•.;' ----------------- .. :... :.,; ..::•..., ,:, ,.. --- I STUDS _ EDGE OF BLOCK BELOW WATER TABLE EDGE OF WATER TABLE ABOVE. 2-2" 2'-8" 2" x8" x16" STONE EIFS SAND BLAST FINISH ON VENEER OVER 1/2" 21;8" 1-1/2" RIGID INSULATION AND GLASS MAT FIBER AIR/VAPOR BARRIER WITH SHEATHING AND 1/2" GLASS MAT SHEATHING WEATHER BARRIER ON 6" 20 GA. METAL STUDS OVER 1-5/8" METAL STUD — TYPICAL PILASTER PLAN VIEW CUT AT 6'-®,� A.F.F. ASTERPLAN VIEW CUTAT 1®" A.F.F. SCALE: 3/4"= 1'-0•. ' �SCA�LE�C��4�!�l ° 21-411q Q d �. ; :• PILASTER CAP 6" 20GA METAL I STUDS r- I CANOPY COLUMN N i BY OTHERS EDGE OF WATER ;'... >• i TABLE ABOVE 1 21-8----- �� - 2" x8" x16" STONEMITERED 8 VENEER OVER 1/2" ti CORNERS GLASS MAT FIBERTYP. _ ?•.. _ - SHEATHING AND L61 Co y . ( ) �.c�lCo r - WEATHER BARRIER OVER 1-5/8" METAL STUD TYPICAL��l ASTER PLAN VIEW CUT AT 1 �-0" A.F,F,SCALE: 3/4" = CAST STONE RUNNING BOND WATER TABLE Q CAST STONE SHAPES �/ SCALE: 3/4" = 1'-0" E I EXISTING ENTRY WALL SECTION SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SECTIONS PROJECT NO. e ISSUE /DATE ISHEET NUMBER PREFINISHED METAL COPING CAP. SEE ELEVATIONS FOR CO' ^" 3/4" E� PL 45'-0" AR EXTEND ROOF MEMBRANE UP OVER PARAPET /8" GLASS -MAT XTERIOR GYP. ;HEATHING OVER " METAL STUDS IIA SECTIONS PROJECT NQi, 121-5505-00 SSUE %,DATE SHEET NUMBER E H 2 s -77-777 7 I r!/ /e-7 -7%i 9-7 3-0 91-8" G.C. TO PROVIDE BLOCKING W WALL 117 \� 109 / T. (9) Stacks of 611 Lockers. / 2 REFER TO SPEC. I / 3 COLOR: GRAY CD LO 2C BREAK o ° ROO ifl 0 � z (FT -3 > PATTERN / REF. d ' 15/A501 i W (3 N\ON\L OR i�-77-77-7%-77-17i7_i 17-77 . I TRAINING <5 110 Sim - I (SEALED CONC.) -, 0 N La C) z LO 2C 4" �/ 12 -6 o TYP 3 6 _ C? f�b110 4" ASST. –i MGR. (SEALED r ® ! I v 2'-4" CONC. 0 1 -7 ! 3A/ 501 o ) ! i - N D=VA 11 LT - o i 912 I: c - 'SEALED ( d' c� L_ J CONC.)' _ o !I I;/ DASHED LINE 3 /� 114 �' INDICATES EXTENT 6 17 OF SECURITY MESH REFER TO WALL f 112 TYPE 6 & 6A ON A700 CORR.2 . CSA H 2C CO \\ I 11 111 / ROC M I, ,! \ (SEALED 13 / 11 CONC.) / (SEAL C D ON I !' ----------- -------®— (, ! r / TY CEM — 115 I�I Q F 4 7 SEALED I ! I L — -�'./ TYP ( f I I CONC< �6A> .) _ 1 I 1 N ! ! r 1 N 0 Z/ //-I /z✓ 111 6&7/501 7'-4"_..., �. 6" PIPE BOLLARD W/ =WALL TAG REFER TO 2 (3/4") CONDUITS �. BD. GYP, BD. T-4 PT -4 FIRE ALARM PANELS — SECURITY ALARM PANELS DEDICATED QUAD OUTLET A BRACES -SEE 111311 B11 12/A501 2 ASST �4' GR*!STALELUTSCALE:1/= 1'-0" : 1/4" = V-0" FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS - PT -1 SW 6106 "KILIM BEIGE" PT -2 SW "PURE WHITE" PT -3 SW 6868 "REAL RED" PT -4 SW 6071 "POPULAR GRAY" PT -5 SW 7022 "ALPACA" PT -6 MSL219 "WILD TURKEY" (MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) PT -7 SW6254 "LAZY GRAY" PL -1 WILSONART 7960K-18 "STUDI TEAK PL -2 WILSONART 7951 K-18 "ASIAN SUN" PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH PL -4 WILSONART 4911-38 "SOFT GOLD MESH" ST -1 MOON WHITE PREFAB GRANITE- 100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 WT -1 PURE WOOL GLASS TILE - 12"x24" - 100092998 (#02 PEWTER UNSANDED GROUT#100036003) WT -2 MONROE BRICK GLASS MOSAIC - 100087493 (#02 PEWTER UNSANDED GROUT #100036003) WT -3 RIVER WOOD "CHARCOAL" - 9"x36" - 1000107242 .. (#47 CHARCOAL SANDED GROUT #100034792) WT -4 NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE - 100056917 (#02 PEWTER SANDED GROUT #10003530) WT75 "PURE SAGE GLASS TILE - 3"x9" -100086721 SANDED GROUT#100035997 (#01.,ALABASTERUN ) FT -1 METROPOLIS GRAY 16"x32" PORCELAIN TILE - 10 00 48099 (#27 SILVER SANDED GROUT #100035583) FT -2 DOWNTOWN ECRU 16"x32" PORCELAIN TILE - 100056555 (#39 IVORY SANDED GROUT #100035682) FT -3 NuCORE "GOLDEN OAK" LAMINATE- 100109727 VB -1 ROPPE RUBBER BASE #110 "BROWN 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. D Y ALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 7. ALL R F , 8. ALL INTERIOR COLUMNS SHALL BE PAINTED PT -1 SEMI GLOSS WITH THE FIRST 13"-0" UP FROM SLAB PAINTED SW 6866 "REAL RED". SEMI GLOSS SEE DETAIL 1/A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP TO BE WHITE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. BASE TO BE VB -1 PROVIDED AND ALL OFFICES BREAKROOM SALES AND JANITOR VINYL AS 12. � � ( INSTALLED BY GC) 13. TILES FOR RESTROOMS TO BETAKEN FROM MIXED BOXES FOR AMORE RANDOM PATTERN. i � o GYP. BD. PROVIDE DUPLEX F , AND DATA CL OF 2" GROMET _ WALL 1 LOCATED (D 24X48 PT -4 DIRECTLY- PLYWOOD PENCIL ABovE C)Nvw.littleon line.com P -LAM DRAWER OUTLET, TYP. ' P -LAM I COUNTERTOP DRAWER COUNTERTOP _ This drawing and the design shown are the property r=1N ' SIN i' ` of LittleDiuersifiedArchitectirrulCunsu!ting. The GYP. BD. ® 00 d Cn �\� pT 4 �,� 4" VINYL reproduction, copying or other use of this drawing N (V N BASE without their written consent is prohibited and any infringement will be subject to legal action. 4" VINYL BASE BRACES -SEE BRACES -SEE © Little 2016 12/A501 v-6.. 12/A501 CASH ROOM 5 TRAINING ROOM SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1'-0" FLOO DECOR 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 GYP. BD. ' DUPLEX AND DATA • . PT -4 CENTERED ON WALL ............::..:. :i... 2" GROMET ........ , ... ... .. ..... PLYWOOD, INSTALLED LOCATED ' ' ... ° ° . ° OVER GYPSUM BOARD . . ... . . . . .�I DIRECTLY ABOVE 9 I .....................'..... o OUTLET, TYP. PENCIL P -LAM GR200 (OR SIM.) COORDINATE ---- ------------------------------------- DRAWER COUNTERTOP PL -1 i i I— �N �__ • GYP. BD. OWNI SAFE • COVERED P 4" VINYL N BASE DESK BRACES -SEE 12/A501 2 (3/4") CONDUITS �. BD. GYP, BD. T-4 PT -4 FIRE ALARM PANELS — SECURITY ALARM PANELS DEDICATED QUAD OUTLET A BRACES -SEE 111311 B11 12/A501 2 ASST �4' GR*!STALELUTSCALE:1/= 1'-0" : 1/4" = V-0" FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS - PT -1 SW 6106 "KILIM BEIGE" PT -2 SW "PURE WHITE" PT -3 SW 6868 "REAL RED" PT -4 SW 6071 "POPULAR GRAY" PT -5 SW 7022 "ALPACA" PT -6 MSL219 "WILD TURKEY" (MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) PT -7 SW6254 "LAZY GRAY" PL -1 WILSONART 7960K-18 "STUDI TEAK PL -2 WILSONART 7951 K-18 "ASIAN SUN" PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH PL -4 WILSONART 4911-38 "SOFT GOLD MESH" ST -1 MOON WHITE PREFAB GRANITE- 100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 WT -1 PURE WOOL GLASS TILE - 12"x24" - 100092998 (#02 PEWTER UNSANDED GROUT#100036003) WT -2 MONROE BRICK GLASS MOSAIC - 100087493 (#02 PEWTER UNSANDED GROUT #100036003) WT -3 RIVER WOOD "CHARCOAL" - 9"x36" - 1000107242 .. (#47 CHARCOAL SANDED GROUT #100034792) WT -4 NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE - 100056917 (#02 PEWTER SANDED GROUT #10003530) WT75 "PURE SAGE GLASS TILE - 3"x9" -100086721 SANDED GROUT#100035997 (#01.,ALABASTERUN ) FT -1 METROPOLIS GRAY 16"x32" PORCELAIN TILE - 10 00 48099 (#27 SILVER SANDED GROUT #100035583) FT -2 DOWNTOWN ECRU 16"x32" PORCELAIN TILE - 100056555 (#39 IVORY SANDED GROUT #100035682) FT -3 NuCORE "GOLDEN OAK" LAMINATE- 100109727 VB -1 ROPPE RUBBER BASE #110 "BROWN 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. D Y ALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 7. ALL R F , 8. ALL INTERIOR COLUMNS SHALL BE PAINTED PT -1 SEMI GLOSS WITH THE FIRST 13"-0" UP FROM SLAB PAINTED SW 6866 "REAL RED". SEMI GLOSS SEE DETAIL 1/A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP TO BE WHITE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. BASE TO BE VB -1 PROVIDED AND ALL OFFICES BREAKROOM SALES AND JANITOR VINYL AS 12. � � ( INSTALLED BY GC) 13. TILES FOR RESTROOMS TO BETAKEN FROM MIXED BOXES FOR AMORE RANDOM PATTERN. i � o GYP. BD. PROVIDE DUPLEX F , AND DATA CL OF 2" GROMET _ WALL 1 LOCATED (D 24X48 PT -4 DIRECTLY- PLYWOOD PENCIL ABovE C)Nvw.littleon line.com P -LAM DRAWER OUTLET, TYP. ' P -LAM I COUNTERTOP DRAWER COUNTERTOP _ This drawing and the design shown are the property r=1N ' SIN i' ` of LittleDiuersifiedArchitectirrulCunsu!ting. The GYP. BD. ® 00 d Cn �\� pT 4 �,� 4" VINYL reproduction, copying or other use of this drawing N (V N BASE without their written consent is prohibited and any infringement will be subject to legal action. 4" VINYL BASE BRACES -SEE BRACES -SEE © Little 2016 12/A501 v-6.. 12/A501 CASH ROOM 5 TRAINING ROOM SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1'-0" FLOO DECOR 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 COVER REFER TO I �� DETAIL 3/A504, TYP. AT 2C 10 -6 , 3 -4 5 -1 1 A700 FOR WALL TYPES CORNERS.. c- ► 11 6 o � � PL -1 PL PL -1 L D �FF PLN PL -1 COVERED DESK NPL -1 COVERED SIDEEN ARGE OCE A PL -1 COVERED DESK N PL -1 COVERED SIDE ' �. SURFACE SPLASHES SURFACE SPLASHES SCALE: 1 /4" = 1'-0" -- — — — — — 1 f I E I 1 1 8/501 PL -1 COVERED - 1 BRACESSEE 1 DESK BASE I BRACES -SEE RADIUSED EDGE AT PENINSULA RADIUSED EDGE AT PENINSULA 12/A501 9/501 1 . , - I 12/A501 , DESK DESK PL 1 PENCIL DRAWER W/ BLUM D ' 230M SELF CLOSING S LI E PROVIDE PAINTED PLYWOOD PROVIDE PAINTED PLYWOOD DRAWER W/ P LAM FRONT PANEL. DRAWER W/ P -LAM FRONT PANEL ON ADJ. CLOSING SLIDES y, r -- �'" ON ADJ. CLOSING SLIDES L LAMINATE COVERED 3/4" U PLASTIC LAMINATE COVERED 3/4" 4".VINYL BASE .� � ®�.... � ®— �, 4" VINYL BASE 1 4 PLASTIC T F.R.T. PLYWOOD OR MDF TOP F.R.T. PLYWOOD OR MDF TOP WITH DOUBLE PLYWOOD EDGE 4" 1-10.. 4.. WITH DOUBLE PLYWOOD EDGE _ WITH STAGGERED SEAMS - cw WITH STAGGERED SEAMS - a, GLUED AND FASTENED W/ a, GLUED AND FASTENED W/ ' N BLOCKING AND BRACING AS - iv BLOCKING AND BRACING AS SHOWN. ALL SURFACES TO BE SHOWN. ALL SURFACES TO BE CEM `DESK SECTION CEM DESK �ECTIO­N2.�......�COVERED WITH PLASTIC COVERED WITH PLASTIC SCALE] 3/4° = 1'-O" SCALE:3/4" = 1 �r0 LAMINATE LAMINATE 0 PL -1 COVERED Q DESK BASE 3/4" FILLER 1 PL -1 PL -2 OVER 3/4" 2'-0" T-0" 2'_0" CEM CASTORK SECTION AT DESK CEM CASEWORK SECTION AT DESK 2 -0 1. PL -2 OVER 3/4" PLYWOOD OR P OR MDF —f 8 SCALE: 3/4" _ SCALE: 3/4" = 1'-O" MDF PANEL CONSTRUCTION.. PANEL CONSTRUCTION PL -2 PROVIDE 1 ADJ. SHELVES PL -3 OVER 3/4" F.R.T. ON PINS IN 2'-0" CABINET AND 2 ADJ. SHELVES ON PLYWOOD OR MDF PANEL PL -3 PINS IN 3-0 CBINET G--__ -----�---------- --- --� --- - t==== __=_�� _ ------ - ------ ---r ------- ------�--- -- CONSTRUCTION STAINLESS STEEL OR o I' PROVIDE 2 ADJ. SHELVES ON \ \ c? CHROME WIRE PULLS PINS (TYP.) (TYP.)�____7`_ s; ` STAINLESS STEEL ORR MICROWAVE PURCHASED PL -1 CHROME WIRE PULLS s , ., 12" DEEP WALL CABINET (TYP.) AND INSTALLED BY G.C. II``~ I 0 (TYP.) I� U i !1 fly PL -1 COVERED 3/4" PLYWOOD OR MDF TOP WITH y PROVIDE 2" SPACE FOR ��- _ _ _ - JAL I� ------ - `� �'--- - - - - - - \ i DOUBLE PLYWOOD EDGE WITH STAGGERED . ° UNDER CABINET` —" SEAMS - GLUED AND FASTENED W/ BLOCKING AND PROVIDE 2" SPACE FOR UNDER LIGHTING SINK, REFER TO °' PL -1 BRACING AS SHOWN. ALL SURFACES TO BE CABINET LIGHTING PLUMBING COVERED WITH PLASTIC LAMINATE FIXED DRAWER FRONTS TILE BACKSPLASH DRAWINGS N PROVIDE 1.5" HALF ROUND iv AT SINK WT -5 RUBBER BUMPER ON ALL PROVIDE PAINTED FRT PLYWOOD TILE BACKSPLASH _ au HORIZONTAL EXPOSED EDGES DRAWER W/ PL 1 FRONT PANEL ON ADJ. WT -5 SELF CLOSING SLIDES WHERE SHOWN ON RUNNING BOND (TYP.)-FINISH TO MATCH 24 DEEP BASE CABINET (TYP.) PL -1 PLANS COUNTER TOP MICROWAVE PURCHASED ;— PL -4 AND INSTALLED BY G.C. o 0 - ----- A&M 1824 BLACK BRACKETSI(TYP.) STAINLESS STEEL OR N�Hill PL -2 OVER 3/4" ~ c� 11 ° CHROME WIRE PULLS 24 DEEP BASE CABINET (TYP.)��'� "r (TYP.) PLYWOOD OR MDF fI I PL -3 OVER 3/4" F.R.T. PANEL CONSTRUCTION - -- — -- --�� PLYWOOD OR MDF PANEL PL -3 N C14 CONSTRUCTION STAINLESS STEEL OR\ .' ------ --- PROVIDE F.R.T. WOOD °' / BLOCKING AT TOP -', ACCESSIBLE SINK AREA CHROME WIRE PULLS (TYP.) N AND BOTTOM MOUNTING POINTS 3 PROVIDE WOOD P.T. ADA ACCESSIBLE BLOCKING AT TOP DOORS WITH INTEGRAL \ AND BOTTOM TOE KICK MOUNTING POINTS 2'-0" 3. 0. Z -O,. 3/4" FILLER TYP. SUPPORT BRACKET SECTION r4 jBREAKROOM SINK BASESECTION BREAKROOM CABINETRY ELIEVATION 1 SCALE: 3/4" = V-0" 6'-1 1/8" ' DUPLEX AND DATA • . 3/4" CENTERED ON WALL ............::..:. :i... . ' ' 1 11 24X48 PAINTED PT -1 ........ , ... ... .. ..... PLYWOOD, INSTALLED 2" DIA. DESK GROMMET _ 4'-9 3/8" ' ' ... ° ° . ° OVER GYPSUM BOARD . . ... . . . . .�I ° ,..,.'.. . . . 9 I .....................'..... ........ BY-www.cableorganizer.com GR200 (OR SIM.) COORDINATE ---- ------------------------------------- PL -1 i i W/ ELECTRICAL OUTLET v COVERED i i �,� iso PL -1 COVERED DESK t------------------------------------- II------ ----------- ------------------ DESK ------------t II - N PENCIL DRAWER cv i I PENCIL DRAWER i i i i (BELOW) �- (ABOVE) II II 4" I I II I I L ---------J �� --L ------ --J -- r------------------ PL -1 COVERED SIDE ^_ SPLASHES PL -1 I I I _ I. I BRACES -SEE _ I = cv 12/A501, 0 � I 3/4" I 5'-10 3/8" 4'-0" 2'-1 1/8" olI �________--- ____ _ n I ii m i N I I T_1 cv I N II II iv NEW DRYWALL NEW DRYWALL PARTITIONS I PARTITIONS II41 L PL -1 COVERED BRACES PL -1 COVERED SIDE 2" DIA., DESK GROMMET SPLASHES BY-www.cableor anizer.com GR200 OR SIM. COORDINATE L-1 P W/ ELECTRICAL OUTLET D L CE DESK section PAN AT M7SCALE' cut at 48 a.f.f. ENLA�RE�P�LN AT CEM DESK Section cut at 24 aENLARGE f 3/4" = V-0" SCALE: COVER REFER TO I �� DETAIL 3/A504, TYP. AT 2C 10 -6 , 3 -4 5 -1 1 A700 FOR WALL TYPES CORNERS.. c- ► 11 6 o � � PL -1 PL PL -1 L D �FF PLN PL -1 COVERED DESK NPL -1 COVERED SIDEEN ARGE OCE A PL -1 COVERED DESK N PL -1 COVERED SIDE ' �. SURFACE SPLASHES SURFACE SPLASHES SCALE: 1 /4" = 1'-0" -- — — — — — 1 f I E I 1 1 8/501 PL -1 COVERED - 1 BRACESSEE 1 DESK BASE I BRACES -SEE RADIUSED EDGE AT PENINSULA RADIUSED EDGE AT PENINSULA 12/A501 9/501 1 . , - I 12/A501 , DESK DESK PL 1 PENCIL DRAWER W/ BLUM D ' 230M SELF CLOSING S LI E PROVIDE PAINTED PLYWOOD PROVIDE PAINTED PLYWOOD DRAWER W/ P LAM FRONT PANEL. DRAWER W/ P -LAM FRONT PANEL ON ADJ. CLOSING SLIDES y, r -- �'" ON ADJ. CLOSING SLIDES L LAMINATE COVERED 3/4" U PLASTIC LAMINATE COVERED 3/4" 4".VINYL BASE .� � ®�.... � ®— �, 4" VINYL BASE 1 4 PLASTIC T F.R.T. PLYWOOD OR MDF TOP F.R.T. PLYWOOD OR MDF TOP WITH DOUBLE PLYWOOD EDGE 4" 1-10.. 4.. WITH DOUBLE PLYWOOD EDGE _ WITH STAGGERED SEAMS - cw WITH STAGGERED SEAMS - a, GLUED AND FASTENED W/ a, GLUED AND FASTENED W/ ' N BLOCKING AND BRACING AS - iv BLOCKING AND BRACING AS SHOWN. ALL SURFACES TO BE SHOWN. ALL SURFACES TO BE CEM `DESK SECTION CEM DESK �ECTIO­N2.�......�COVERED WITH PLASTIC COVERED WITH PLASTIC SCALE] 3/4° = 1'-O" SCALE:3/4" = 1 �r0 LAMINATE LAMINATE 0 PL -1 COVERED Q DESK BASE 3/4" FILLER 1 PL -1 PL -2 OVER 3/4" 2'-0" T-0" 2'_0" CEM CASTORK SECTION AT DESK CEM CASEWORK SECTION AT DESK 2 -0 1. PL -2 OVER 3/4" PLYWOOD OR P OR MDF —f 8 SCALE: 3/4" _ SCALE: 3/4" = 1'-O" MDF PANEL CONSTRUCTION.. PANEL CONSTRUCTION PL -2 PROVIDE 1 ADJ. SHELVES PL -3 OVER 3/4" F.R.T. ON PINS IN 2'-0" CABINET AND 2 ADJ. SHELVES ON PLYWOOD OR MDF PANEL PL -3 PINS IN 3-0 CBINET G--__ -----�---------- --- --� --- - t==== __=_�� _ ------ - ------ ---r ------- ------�--- -- CONSTRUCTION STAINLESS STEEL OR o I' PROVIDE 2 ADJ. SHELVES ON \ \ c? CHROME WIRE PULLS PINS (TYP.) (TYP.)�____7`_ s; ` STAINLESS STEEL ORR MICROWAVE PURCHASED PL -1 CHROME WIRE PULLS s , ., 12" DEEP WALL CABINET (TYP.) AND INSTALLED BY G.C. II``~ I 0 (TYP.) I� U i !1 fly PL -1 COVERED 3/4" PLYWOOD OR MDF TOP WITH y PROVIDE 2" SPACE FOR ��- _ _ _ - JAL I� ------ - `� �'--- - - - - - - \ i DOUBLE PLYWOOD EDGE WITH STAGGERED . ° UNDER CABINET` —" SEAMS - GLUED AND FASTENED W/ BLOCKING AND PROVIDE 2" SPACE FOR UNDER LIGHTING SINK, REFER TO °' PL -1 BRACING AS SHOWN. ALL SURFACES TO BE CABINET LIGHTING PLUMBING COVERED WITH PLASTIC LAMINATE FIXED DRAWER FRONTS TILE BACKSPLASH DRAWINGS N PROVIDE 1.5" HALF ROUND iv AT SINK WT -5 RUBBER BUMPER ON ALL PROVIDE PAINTED FRT PLYWOOD TILE BACKSPLASH _ au HORIZONTAL EXPOSED EDGES DRAWER W/ PL 1 FRONT PANEL ON ADJ. WT -5 SELF CLOSING SLIDES WHERE SHOWN ON RUNNING BOND (TYP.)-FINISH TO MATCH 24 DEEP BASE CABINET (TYP.) PL -1 PLANS COUNTER TOP MICROWAVE PURCHASED ;— PL -4 AND INSTALLED BY G.C. o 0 - ----- A&M 1824 BLACK BRACKETSI(TYP.) STAINLESS STEEL OR N�Hill PL -2 OVER 3/4" ~ c� 11 ° CHROME WIRE PULLS 24 DEEP BASE CABINET (TYP.)��'� "r (TYP.) PLYWOOD OR MDF fI I PL -3 OVER 3/4" F.R.T. PANEL CONSTRUCTION - -- — -- --�� PLYWOOD OR MDF PANEL PL -3 N C14 CONSTRUCTION STAINLESS STEEL OR\ .' ------ --- PROVIDE F.R.T. WOOD °' / BLOCKING AT TOP -', ACCESSIBLE SINK AREA CHROME WIRE PULLS (TYP.) N AND BOTTOM MOUNTING POINTS 3 PROVIDE WOOD P.T. ADA ACCESSIBLE BLOCKING AT TOP DOORS WITH INTEGRAL \ AND BOTTOM TOE KICK MOUNTING POINTS 2'-0" 3. 0. Z -O,. 3/4" FILLER TYP. SUPPORT BRACKET SECTION r4 jBREAKROOM SINK BASESECTION BREAKROOM CABINETRY ELIEVATION 1 SCALE: 3/4" = V-0" 0 BREAKROOM ELEVATION AREA PLAN AND ELEVATIONS 'ROJECT N0: 121-5505-00, SSUE./ DATE SHEET NUMBER I PROVIDE DEDICATED ' DUPLEX AND DATA • . CENTERED ON WALL ............::..:. :i... . ' ' 1 11 24X48 PAINTED PT -1 ........ , ... ... .. ..... PLYWOOD, INSTALLED ° ' ° ° ' ' ' ' ' .. ' ' ... ° ° . ° OVER GYPSUM BOARD . . ... . . . . .�I ° ,..,.'.. . . . 9 I .....................'..... ........ 0 BREAKROOM ELEVATION AREA PLAN AND ELEVATIONS 'ROJECT N0: 121-5505-00, SSUE./ DATE SHEET NUMBER I F.M. 4/1 NEW DOCK LEVELER 6" REINFORCED CONCRETE TROCK LL_ --WELL SLAB - SEE CIVIL AND S/TRUCTURAL FOR SLAB EDGE < C • NDITIONS AND REINF ° RCEMENT. www - I IttIeonline.com This drawing and the design shown aro the properly ` of Little Divers6fied Architectural Consulting The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © Little 2016 FLOM 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 CONTINUOUS ON TOP SIDES AND EXPOSED EDGES. COORDINATE W/ FIXTURES. (ONLY OCCURS BEHIND FIXTURES) FRONT INTERIOR ELEVATION SCALE: 3/32" = 1'-0" WALL SURFACE TO BE FLUSH WITH ADJACENT WALLS. SURFACE OF WALL TO BE READY FOR FINISHES. LEFT SIDE OF VESTIBULE WALL. HIVU Rll7fl I JIUC- WALL SUKI-AUL I(-) bL I-WtiH J-IVIUULU UVIN I IIVUUUJ UIv WITH ADJACENT WALLS. TOP SIDES AND EXPOSED SURFACE OF WALL TO BE EDGES. COORDINATE W/ READY FOR FINISHES. FIXTURES. (ONLY OCCURS BEHIND FIXTURES) A E CL T- CD 0 N N A ai O . cfl ¢I c� co eh J ILL L 0 co 1 U J LL O N-• C W 07 0 0 cy co d- r -- N i o U N 0 06 L- 0 0 0 u- 0 W N Lu. LEFT INTERIOR ELEV�4,TION SCALE: 3/32" = 1'-0" RIGHT INTERIOR ELEVATION ��) SCALE: 3/32" = 1'-0" J/`t I-1\1 f LI VVVVV, 1-IIVI VI I VV/ J-IVIV VLv CONTINUOUS ON TOP SIDES AND EXPOSED EDGES. COORDINATE W/ FIXTURES. (ONLY OCCURS BEHIND FIXTURES) FINISH SCHEDULE GENERAL NOTES VA��d�° 1, ,INTERIOR FINISHES SHALL BE AS FOLLOWS --. 1 YKINCIYAL IN CI b%KGE: PT -1 SW 6106 "KILIM BEIGE" �R PT -2 SW "PURE WHITE" .. ............................... PT -3 SW 6868 "REAL RED" PT -4 SW 6071 "POPULAR GRAY" hlioJE.crmlANnceK PT -5 SW 7022 "ALPACA" JL . N PT -6 MSL219 "WILD TURKEY" MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) ) E)lU1WN BY PT -7 SW6254 "LAZY GRAY" iC PL -1 WILSONART 796OK-18 "STUDI TEAK" ISSUE J REMSIONt PL -2 WILSONART 7951 K-18 "ASIAN SUN" NO. REASON DATE PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH PL -4 WILSONART 4911-38 "SOFT GOLD MESH" ' ST -1 MOON WHITE PREFAB GRANITE - 100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 .......................... 1 WT -1 PURE WOOL GLASS TILE - 12"x24" - 100092998 (#02 PEWTER UNSANDED GROUT #100036003) WT -2 MONROE BRICK GLASS MOSAIC - 100087493 ..............:.........: (#02 PEWTER UNSANDED GROUT #100036003) WT -3 RIVER WOOD "CHARCOAL" - 9"x36" - 1000107242 (#47 CHARCOAL SANDED GROUT #100034792) I WT -4 "NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE - 100056917 (#02 PEWTER SANDED GROUT #10003530) """"""""""""" WT -5 "PURE SAGE" GLASS TILE - 3"x9" - 100086721 (#01 ALABASTER UNSANDED GROUT #100035997) FT -1 METROPOLIS GRAY 16"x32" PORCELAIN TILE - 100048099 (#27 SILVER SANDED GROUT #100035583) .......................... FT -2 DOWNTOWN ECRU 16"x32" PORCELAIN TILE - 100056555 (#39 IVORY SANDED GROUT #100035682) FT -3 NuCORE "GOLDEN OAK" LAMINATE - 100109727 1 VB -1 ROPPE RUBBER BASE - #110 "BROWN" """" """"""" 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN INTERIOR 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. ELEVATIONS 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2 - 7. ALL DRYFALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 8. ALL INTERIOR COLUMNS SHALL BE PAINTED PT -1 SEMI GLOSS WITH THE FIRST 13"-0" UP FROM ° ' SLAB PAINTED SW 6866 "REAL RED" SEMI GLOSS SEE DETAIL 1/A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 121-5505-00 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP TO BE WHITE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. FOR 12. ALL OFFICES, BREAKROOM, SALES AND JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND CONST. INSTALLED BY GC) 01.14.16. �� 01 ATTERN. 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR AMO E R RANDOM P E 0 c ca u� 0 A co CD d_ i N L e 0 0 cU L_ 0 0 ILL a 0 2/A700 2/A700 HEIGHT VARIES -- - - -- HEIGHT VARIES - EXSITING DECK EXSITING DECK TILT PANEL WALL 16GA. 3 5/8" METAL STUD CONTINUOUS STUD CONTINUOUS STUD ` 4 TRACK TO MATCH TRACK TO MATCH DIAGONAL BRACING @ GAUGE OF STUDS GAUGE OF STUDS J 48" O.C.-FASTEN TO (2) #10 TEK SCREWS @ BOTTOM CHORD OF ° EACH STUD BRACE JOIST CONT. 22GA. 3 5/8" METAL STUD TRACK n ATTACHED TO STUDS 5/8" GYPSUM WALL BOARD CEILING AS SCHEDULED - SECURED TO Z -CLIPS W/ 1 1/4" FINISH w/ J -MOULD 5/8" GYPSUM WALL CONT, 22GA. 3 5/8" FINISH w/ J -MOULD J DRYWALL SCREWS CONTINUOUS ON BOARD BOTH SIDES 9'-0°T METAL STUD TRACK CONTINUOUS ON TOP SIDES AND..,r TOP SIDES AND SECURED TO METAL . ATTACHED TO STUDS •CLG. HT. �. EXPOSED EDGES. EXPOSED EDGES. STUDS W/ 1 1/4 DRYWALL SCREWS CEILING AS SCHEDULED a STUD AT 16 METAOCL C� NOTE: PROVIDE 3/4" F.R.T. 2X CAP PLYWOOD SUBSTRATE AND J DRYWALL @ CASH ROOM 5/8" GYPSUM WALL CEILING BOARD BOTH SIDES co Z ° SECURED TO METAL wII STUDS W/ 1.1/4" DRYWALL SCREWS W n 0 6 / 22 GA. METALPROVIDE SOUND BATT PROVIDE SOUND BATT ° 3/4" FRT PLYWOOD OVER 8.. STUD AT 16" OC O _ >> INSULATION. C INSULATION AROUND GYP, SECURED TO Z -CLIPS W/ ; A MANAGERS OFFICE AND 1 1/2" DRYWALL SCREWS W �= PERIMETER OF OFFICE a Q COMPLEX ONLY • o - , 3/4 F.R.T. PLYWOOD - 5 8" GYPSUM WALL BOARD _j 5 8" GYPSUM WALL O a .. ! h / BOARD SECURED TO -- Q BOTH SIDES SECURED TO o BOTH SIDES SECURED TO o , DRYWALL AND W n ° � tj' METAL STUDS W/ 1 1/4" 0o METAL STUDS W/ 1 1/4" bo J' METAL STUDS WITH Q I I n 1 1/2" BUGLE HEAD WALL TILE. SEE RESTROOM DRYWALL SCREWS ►- DRYWALL SCREWS � 11 � NOTES ON SHEET A502 DRYWALL SCREWS `� { I I e 25GA. 3 5/8 METAL STUD POST SEE DETAIL 2" RIGID INUSLATION 67 20 GA METAL STUD 6"/ 20 GA METAL STUD @ 16 O.C. BELOW ATTACHED WITH Z -CLIPS O II TRACK ATTACHED TO J '� TRACK ATTACHED TO AT 24„ O.C. LL I I 25GA. 3 5/8” METAL STUD FLOOR AT 24' OC FLOOR AT 24 OC t; W 'I I @ 16" O.C. 0 � o •I I d. HILTI X -U SHANK WIDTH HILTI X -U SHANK WIDTH - „ ( Q ( 22GA. 3 5/8 METAL STUD v I I 22GA. 3 5/8 METAL STUD ° 0.157 IN) POWER DRIVEN 0.157 IN) POWER DRIVEN TRACK ATTACHED TO I I TRACK ATTACHED TO FASTENER @ 24" O.C. WITH FASTENER @ 24" O.C. WITH FLOOR24" O.C. ') I FLOOR 24" O.C. 1 1/2 MIN. EMBED ` 1 1/2" MIN. EMBED @ @ a, CD II PROVIDE A CONTINUOUS o0 PROVIDE A CONTINUOUS ��j. HILTI X -U (0.157 SHANK) I I ' HILTI X -U (0.157 SHANK) r, BEAD OF SEALANT FOR THE BEAD OF SEALANT FOR THE POWER DRIVEN EI I I POWER DRIVEN °. FULL LENGTH OF THE WALL - FULL LENGTH OF THE WALL FASTENER @ 24" O.C. W/ I I FASTENER @ 24" O.C. W/ AND ON BOTH SIDES ON BOTH SIDES O -O 1 1/2" EMBED 1 1/2" EMBED 01 _ �� O -O�0'-0" O�_O�� T.O. SLAB T.O. SLAB T.O. LAB V.T.OASI_Aff V T.O. SLA PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE . 4 1 2 S ._ " 3 _ ..5 4 1 SCALE. 3/4 1 0 SCALE. 3 4 1. 0 L. SCALE. 3I4 - 1-0 SCALE. 31 0 /5CA E 3/4 1 0 6" METAL STUD/ PROVIDE MOISTURE RESISTANT DRYWALL AT WET WALT_ CASH OFFICE: PROVIDE 5/8" GYP. BD. OVER 3/4" FIRE TREATED PLYWOOD 3 5/8" METAL STUB PROVIDE MOISTURE RESISTANT DRYWALL AT WET 2A 3A " A 5 ' IN RESTROOMS AND BREAK ROOM. NO SOl1ND,INSTALLATION. PANCLS SCCURCD TO MCTAL STUDS W/,1 1/4 DRYWALL FASTENERS ON WALL IN RESTROOMS, JANITOR 5 CLOSET, AND BEHIND BREAKROOM AI -I. WALLS AND CEILING, �. CABINETS . _ _ _ - 8" V BD ONE ID /8" METAL D - - - .. - - 8 METAL STUD PROVIDE 3/4 PLYWOOD TO 6 0 AT FULL WIDTH OF RESTROOMS PROVIDE, 18 G P. O SIDE 3 5 A STUDS 6 METAL STUDS PROVIDE MOISTURE RESISTANT DRYWALL AT WET WALL 2B 385B ELECTRICAL PANELS WALL. NO SOUNp)NSTALLATION. SECURE W/ 1 1/4 DRYWALL FASTENERS IN RESTROOMS, JANITOR'S CLOSET, AND BEHIND BREAKROOM CABINETS r SAME ? 17N WALL TILE. RESTROOMS: PROVIDE 5/8" MOISTURE RESISTANT GYP. BD, RESTROOM2C 3C SIDE ON 1518" METAL STUDS W/ 1 1/4" DRYWALL FASTENERS STRUCTURE ABOVE _ -2DSAMEAS 2B1T N GYP ONLYPLYWOODTOBOTTOM OF DECK. 3DPRC 5/8MOISTURE RESISTANT GYP. BD. _ON 3 5/8 METAL STUDS W/ 1 ATTACH TO14„ DRYWALL FASTENERS NO SOUND INSTALLATION. STRUCTURE W/ #8 - SCREWS + 3ERESTROOM.. PROVIDC �/8 MOISTURC RESISTANT GYP. 8D. RESTROOM , ' SIDE ON 6” METAL STUDS W/ 1 1/4" DRYWALL FASTENERS 4 20 GA. METAL N 1 X 8 PAINTED TRACK 121-011 A.F.F. WOOD CAPWALL --- I ATTACH TOP T.O. DISPLAY WALL :. TYPE I TRACKS W/#10 PAINTED 1 X 6 PER � , . SCREWS 16" O.C. 16GA. 3 5/8" METAL STUD PLAN EA. SIDE DIAGONAL BRACING @ l CROWN ON BOTH 48" O.C.-FASTEN TO SIDES OF WALL ' ' 3 5/8" 20 GA. METAL 2 #10 TEK SCREWS BOTTOM CHORD OF .• I I '~ METAL STUD WALL EACH STUD BRACE JOIST GA. TYPE 16" O.C. .24" O.C. MAX. UNSUPPORTED HEIGHT 1-5/8" 25 ST U P TO 10'-7" 9'-9" 22 ST 20 CONT. 22GA. 3 5/8" UP TO 12'-1" 11'-0 2-1/2" 25 ST UP TO 12'-6" i 22 ST UP TO 13'-0" 1 •,. UP TO 13'-10" 12'-0" 25 ST METAL STUD TRACK 13'-6" 22 ` UP TO 17'-3" 15'-0" 20 ST UP TO 17'-11" 15'-7" 3-5/8" 20 SJ UP TO 18'-6"16 4 18 SJ UP TO 19'-3" ATTACHED TO STUDS SJ UP TO 20'-0" 14 SJ UP TO 22'-0" 22 - ST UP TO 25'-3" 22'-0" 20 ST UP TO 26'-1" _ 6„ 20 SJ UP TO 26'-8" 23'-8" 18 SJ UP TO 28'-0" I SJ UP TO 30'-0" 14 SJ UP TO 32'-0" 600S162-43 (EXTERIOR INFILL AREAS) UP TO 14'-5" I. DETAIL STRUCTURE Ah 9 �0 1 - CLG:' HT. i SCALE: 3 = 1 -0 CEILING AS SCHEDULED i I; I: i , I 3 1/2„ 5/8„ GYPSUM BOARD- OVER 2 3/4” CENTER LINE _ SECURITY MESH OF STEEL POST _.. HSS 2„x2 x3/16„ SECURITY MESH. POST I - FLATTENED DIAMOND MESH I` (ASTM A 569 CARBON STEEL) I (4)1/2"O ANCHOR REFER TO SPECIFICATION BOLTS SET IN 5/8" GYPSUM BOARD 0 I ` SLAB W/ HILTI HY 150 EPDXY SECURITY MESH UNDER I 1/2” BASE GYP. BD. I PLATE o Q BRONZE ALUM. FRAME TO MATCH ENTRY 0 _ I 25GA. 3 5/8 METAL STUD ” rf-I 25GA. 3 5/8 METAL STUD. 25GA. 3 5/8 METAL STUD a 1 X 8 PAINTED WOOD CAP ' @ 16" O.C. I I @ 16" O.C. @ 16 O.C. TOAh 4'-0" A.F.F. STRUCTURE T RE ABOVE : - FIRE -RATED PLYWOOD 4 `: I i •., - T.O. DISPLAY WALL TOP PLATE i : HSS 2„x2„ x3116" VAULT POST SEE DETAILI PAINTED 1 X 6 I i POST III BELOW CROWN ON BOTH ' I I 1/2” FRT MDF SECURED SIDES OF WALL i i (4)112"0 ANCHOR CAS H ROO IYI I j TO WOOD STUDS 3„ FIRE -RATED I I I I I BOLTS SET IN SLAB W/ HILTI HY 0 } I 22GA. 3 5/8" METAL STUD I 22GA. 6" METAL STUD I 4 PLYWOOD BOTTOM i i 150 EPDXY ' 22GA. 3 5/8 METAL STUD C? �r I i I TRACK ATTACHED TO i TRACK ATTACHED TO ` PLATE I K T TRACK ATTACHED C O III FLOOR @ 24 O.C. FLOOR @ 24 O.C. i i i 1/2" BASE FLOOR @ 24" O.C. I I a"x31" FIRE -RATED 4 z 2X4 P.T. FIRE RATED PLATETWO HILTI X -U (SHANK HILTI X -U (SHANK SHEATHING SECTIONS RUNNER SLAB I I WIDTH 0.157 IN) I WIDTH 0.157 IN) LAMINATED AND INSTALLED HILTI X -U (0.157 SHANK) : I. POWER DRIVEN POWER DRIVEN AT 16" O.C. -SEE DETAIL 1 HILTI X -U (SHANK WIDTH . POWER DRIVEN FASTENER 24 @ FASTENER 24 @ 0.157 IN POWER - DRIVEN ) - ^ FASTENER @ 24" O.C. W/O ' .C. O.C. WITH 1 1/2" MIN. O.C. WITH 1 1/2" MIN. FASTENER @ 24" O.C. WITH 1 ^ „ 0-0 1 1/2" EMBED „ 0-0 U EMBED „ 0-0 EMBED „ 0-0 _ I 1/2" MIN. EMBED T.O. LAB T.O. SLAB T.O. SLA T.O. SLAB . DETAIL - L®10V' WALL DRACING PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE SCALE• 3" = 1'-0" q . 6 SCALE: 3/4" = 1'-0" SCALE: 314" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" 6A6" METAL STUD WALL W/ 3/4" FRT PLYWOOD ON SALES SIDE TO 8'-0" AND GYP. BD EXTENDED TO BOTTOM OF DECK. PROVIDE SOUND. BATT INSULATION. r i METAL STUD SCHEDULE SIZE GA. TYPE 16" O.C. .24" O.C. MAX. UNSUPPORTED HEIGHT 1-5/8" 25 ST U P TO 10'-7" 9'-9" 22 ST 20 ST UP TO 12'-1" 11'-0 2-1/2" 25 ST UP TO 12'-6" 1O'-9" 22 ST UP TO 13'-0" 20 ST UP TO 13'-10" 12'-0" 25 ST UP TO 16'-0" 13'-6" 22 ST UP TO 17'-3" 15'-0" 20 ST UP TO 17'-11" 15'-7" 3-5/8" 20 SJ UP TO 18'-6"16 4 18 SJ UP TO 19'-3" 16 SJ UP TO 20'-0" 14 SJ UP TO 22'-0" 22 - ST UP TO 25'-3" 22'-0" 20 ST UP TO 26'-1" 22'-10" 6„ 20 SJ UP TO 26'-8" 23'-8" 18 SJ UP TO 28'-0" 16 SJ UP TO 30'-0" 14 SJ UP TO 32'-0" 600S162-43 (EXTERIOR INFILL AREAS) UP TO 14'-5" WWW.l lttleonline.com This draining and the design shown are the propery of little Dit)ers rd Architectteral Con.culling. The reproduclion, copying or other u -re of this dranang without their written consent it prohibited and any it ftingernent will be subject to legal action. Uc Little 2016 FLAMM D E c 0 1 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 M L� W LL 0 W 1 U U— J 0 W F_ CO 0 0 LL I` r-- Q c\1 n v �/ N to �M AR93 6 A a". PRINCIPAL IN CI3ARGL JR PRO)I-r1• MANAGER JL I)RAWN TW JC • NO. I REASON DATE PARTITION TYPES 121-5505-00 FOR CONST: 01.14.16 A700 ROOM FINISH SCHEDULE SET 6 -DATA ROOM AREA/ , I 3 -HINGE - (MPB79 US26D MK) 2 -CYLINDER (100200N MK 26 MC) WALLS ICEILING OR EXPOSED STRUCTURE DOOR SCHEDULE . AREA/ ROOM NAME FLOOR 1 -STOP -(406/409/441H US32D RO) RO) EGRESS DOORS REMARKS, _ 3 HINGE-(MPB91 NRP US32D MK) DOOR NUMBER DOOR LOCATION TYPE WIDTH DOOR HEIGHT MATERIAL FINISH TYPE FRAME MATERIAL FINISH DETAILS HEAD JAMB SILL HARDWARE COMMENTS > 101 EXTERIOR TO VESTIBULE A 16'-0" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE --- --- --- #1 NOTES 1,2,4 AND 7 z 102 VESTIBULE TO SALES AREA A 16'-0" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE --- --- --- #1 NOTES 1,7, AND 9 w POLISHED 2-SFIC CORE - (33700006K MK 26 MC) 1- SURFACE CLOSER - (2701 689 YA) 1-SFIC CORE - (33700006K MK 26 MC) 1 -STOP -(406/409/441H US32D RO) 1 -STOP -(406/409/441H US32D RO) 3 -SILENCERS -(608 RO) . 1-GASKETING-(45041 CNB PE) �102A , DESIGN CENTER CONCRETE GYP. BOARD / CONCRETE PT -6 VB -1 EXPOSED PT -2 VARIES 102A PRO SALES TO EXTERIOR F 8'-0" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE --- I --- --- #1 NOTES 1,2, AND 7 VB -1 102B EXISTING DOUBLE DOORS VARIES F-6-5-1 MENS RESTROOM TILEGYP. TILE WAINSCOT /GYP. BOARD PT -5 (GLY)- GLYNN JOHNSON BD PT -2 9'-0" A.F.F. (IVES) -IVES #2 WOMENS RESTROOM 0) 102C EXISTING DOUBLE DOORS (LSE)- LOCKNETIGS SECURITY ENGINEERING I PT -2 9'-0" A.F.F. (NGP]- NATIONAL GUARD PRODUCTS 107 JANITOR'S ROOM 1 FRP/GYP. BOARD PT -4 VB -1 #2 (SCHL) SCHLAGE w 102D EXISTING SINGLE DOOR CORRIDOR 1 POLISHED CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 ___ I 109 BREAKROOM #2 .GYP. BOARD a co 102E SALES AREA TO EXTERIOR B 3'-0" 7'-0" H.M. PT 1 H.M. PT H-2 J-2 S-2 #2 1 11 -103 SEALED1. CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 9-0" A.F.F. 112 VAULT . SEALED CONCRETE GYP. BOARD PT -4 VB -1 GYP. /PLWD PT -2 9-0 A.F.F. SECURITY MESH CEILINGS AND WALLS 113 CASH ROOM SEALED CONCRETE GYP. BOARD _ PT 4 _ VB -1 GYP. /PLWD PT -2 . 9 0: A.F.F. SECURITY MESH CEILINGS AND WALLS 11 4 0 S G O ASTM R FFICE SEALED CONCRETE GY BO RD GYP.BOARD PT -4 VB- 1 ACT -1 - 9'-0" A.F.F. 115 CEM OFFICE SEALED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 --- 9'-0" A.F.F. PRO SALES TO EXTERIOR E 12'-0" 10'-0" --- PREFINISHED OVHD. COILIN --- ) --- --- J-3 --- #11 NOTE 10 PT -4 103A TRASH COMPACTOR G T-6" 3'-6" H.M. PT 3 H.M. PT H-4 J-4 S-4 #4 1 HOUR RATED w 103B WAREHOUSE E 8'-0" 9'-0" --- PREFINISHED OVHD. COILIN --- PT --- J-3 --- #11 i 0 103C WAREHOUSE E 81-011--- 91-01, PREFINISHED OVHD. COILIN --- PT --- J-3 --- #11 x w a 105 MEN'S RESTROOM D T-0" 7'-0" WD. LAMINATE 1 H.M. PT H-1 J-1 S-1 #10 NOTE 5, 6, 8 106 WOMEN'S RESTROOM D 1 3'-0" 7'-0" WD. LAMINATE 1 H.M. PT H-1 J-1 I S-1 #10 NOTE 5, 6, 8 107 JANITOR'S ROOM B1 T-0" 7'-0" H.M. PT I 1 H.M. PT H-1 J-1 S-1 #5 109 BREAKROOM D 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #10 NOTE 5 w 110 TRAINING ROOM B T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #10 Q0Q 111 CORRIDOR #2 T-0" 7'-0" H.M. PT H-1 J-1 S-1 NOTE 3 U 112 VAULT B T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #9 IL 113 CASH ROOM B 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 1 #9 v 114 ASST MGR. OFFICE K T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #7 � 115 CEM OFFICE K 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 3-1 #7 116 DATA ROOM B1 T-0" 7'-0" H.M. PT I1 H.M. PT H-1 J-1 S-1 1 #6 117 SIGN ROOM I B1 T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #5 " ROOM FINISH SCHEDULE SET 6 -DATA ROOM AREA/ , I 3 -HINGE - (MPB79 US26D MK) 2 -CYLINDER (100200N MK 26 MC) WALLS ICEILING OR EXPOSED STRUCTURE 1-SFIC CORE -(33700006K MK 26 MC) ROOM # . AREA/ ROOM NAME FLOOR 1 -STOP -(406/409/441H US32D RO) RO) EGRESS DOORS REMARKS, _ 3 HINGE-(MPB91 NRP US32D MK) 1 -EXIT DEVICE -(6150 A 632F 1109 MK 630 YA) 1 -CYLINDER -MORTISE- (100200N MK 26 MC). 1- CYLINDER -RIM - (100400HN MK 26 MC) ISET 7 -OFFICE 1 -THRESHOLD -(271A PE) 1-GASKETING-(45041CNB PE) MATERIAL PAINT BASE MATERIAL PAINT HEIGHT 1 -STOP -(406/409/441H US32D RO) 101 VESTIBULE POLISHED CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 __ 10'-0" A.F.F. 102 SALES AREA POLISHED 1-GASKETING-(45041CNB PE) 1 -DOOR SWEEP-(18062CNB PE) 1 -RAIN GUARD -(346C PE) PAINT COLUMNS PER DETAIL 1/A800 1 -SURFACE CLOSURE- (2721 689 YA) CONCRETE GYP. OAR /CONCRETE BOARD - PT 1 B- V 1 POS D EX E PT -2 VARIES ARIE . • EXPOSED DUCTWORK TO BE PREPARED FOR PAINTED FINISH - 1- CONTINUOUS HINGE - (CFM HDI PE) 1 -CLASSROOM CYLINDRICAL LOCK -(B PB 4708LN 626 YA) POLISHED 2-SFIC CORE - (33700006K MK 26 MC) 1- SURFACE CLOSER - (2701 689 YA) 1-SFIC CORE - (33700006K MK 26 MC) 1 -STOP -(406/409/441H US32D RO) 1 -STOP -(406/409/441H US32D RO) 3 -SILENCERS -(608 RO) . 1-GASKETING-(45041 CNB PE) �102A , DESIGN CENTER CONCRETE GYP. BOARD / CONCRETE PT -6 VB -1 EXPOSED PT -2 VARIES 1 -STOP -(406/409/441H US32D RO) F70-31 3 -SILENCERS -(608 RO) SEALED CONCRETE GYP. BOARD /CONCRETE PT -1 VB -1 EXPOSED PT -2 VARIES 104 PRO SALES POLISHED CONCRETE GYP: BOARD /CONCRETE PT -1 VB -1 EXPOSED PT -2 VARIES F-6-5-1 MENS RESTROOM TILEGYP. TILE WAINSCOT /GYP. BOARD PT -5 (GLY)- GLYNN JOHNSON BD PT -2 9'-0" A.F.F. (IVES) -IVES 106 WOMENS RESTROOM TILE TILE WAINSCOT /GYP. BOARD PT -4 PT -7 (LSE)- LOCKNETIGS SECURITY ENGINEERING GYP. BD PT -2 9'-0" A.F.F. (NGP]- NATIONAL GUARD PRODUCTS 107 JANITOR'S ROOM SEALED CONCRETE FRP/GYP. BOARD PT -4 VB -1 EXPOSED (SCHL) SCHLAGE (STAN)- STANLEY' 108 CORRIDOR 1 POLISHED CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 ___ 9'-0" A.F.F. 109 BREAKROOM FAUX WOOD VINYL TILE .GYP. BOARD PT -4 VB -1 ACT -1 ___ 9'-0" A.F.F. 110 TRAINING ROOM SEALED CONCRETE GYP BOARD PT -4 VB -1 ACT -1 --' 9'-0" A.F.F. 1 11 CORRIDOR SEALED1. CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 9-0" A.F.F. 112 VAULT . SEALED CONCRETE GYP. BOARD PT -4 VB -1 GYP. /PLWD PT -2 9-0 A.F.F. SECURITY MESH CEILINGS AND WALLS 113 CASH ROOM SEALED CONCRETE GYP. BOARD _ PT 4 _ VB -1 GYP. /PLWD PT -2 . 9 0: A.F.F. SECURITY MESH CEILINGS AND WALLS 11 4 0 S G O ASTM R FFICE SEALED CONCRETE GY BO RD GYP.BOARD PT -4 VB- 1 ACT -1 - 9'-0" A.F.F. 115 CEM OFFICE SEALED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 --- 9'-0" A.F.F. 116 DATA A ROOM SEA LED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 --- 8-0 A.F.F. 117 SIGN ROOM SEALED CONCRETE GYP. BOARD PT -4 VB -1 EXPOSED --- I I . _,,: [ I 11 I I I- � I I I I I i I I I . I � . I � I ACT -1 = CORTEGA - SECOND LOOK #770/77 24x24x5/8 15/16 SQUARE LAY -1N M ( Q ) flu O cV SVE SCHEDULF HEDULE:: 11 .1 113 -6 :, 2 IIt- li 2" 2 2 2 2 C - ((9 N 0) io C7 (V o HOLLOW _ HOLLOW HOLLOW C?I 11 METAL 4 di_ METAL Q �`I FRAME r` FRAME FRAME M FIN. FLR. 1 2 3 a - - - W FRAME TYPES v NOTE: ALL EXTERIOR GLAZING IS I NOTE: SEE DETAILS ON SHEET A801 SINGLE GLAZED LAMINATED, U_ INSIDE GLAZING IS TEMPERED.) D -0 S E SCHEDU S SCHEDU o SLIDING PANEL �, 41, / AUTOMATIC U) / r ALUMINUM DOOR IN / / O / / // MANUFACTURER'S / / o FRAME / / cm ��-�� / 2 -ACTIVE LEAFS TO / � =/Y• -f / HAVE EMERGENCY - / / o / / BREAK -AWAY `? cV „ / /�� FUNCTION I` \ \ Ir-/ �/�' ' -� - / TRACKS/FRAME TO BE INSTALLED \\ \ /� its '� ® SO THAT DOOR SWING IS CLEAR . \\ - 0 �< - / OF OBSTRUCTION \ 11 N \ L TRACK TO BE INSET TO ALLOW LL p A LSIDELITES TO SWING OUTWARD ® ®1 DOOR TYPES - - O . . •� rz tV 11. ILL DOOR SCHEDULE GENERAL NOTES A. ALL INTERIOR DOORS ARE TO BE 1-3/4" THICK UNLESS NOTED OTHERWISE. B. REFER TO FRAME TYPE FOR CORRESPONDING HEAD AND JAMB DETAILS UNLESS NOTED OTHERWISE. C. COORDINATE SIZE OF DOOR FRAME THROAT WITH WALL PARTITION TYPE. D. MOUNT DOOR CLOSERS ON N -PUBLIC SIDE OF DOOR TYPICAL E. INSTALL DOOR VIEWER/DOOR SCOPE IN DOORS INDICATED BY HARDWARE SETS-2"WIDE SCOPE VIEW. BLACK ANODIZED ALUMINUM (ASD-#DS238-BLK@ WWW SAFETY DEVICES.COM, GRAINGER MODEL 1M HEWS, OR EQUAL) F. FOR DOORS THAT HAVE DOUBLE KEYED LOCKS AND ARE READILY VISIBLE, DURABLE SIGN LETTERS NOT LESS THAN 1" (25 MM) HIGH ON A CONTRASTING BACKGROUND THAT READ "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED" ARE TO BE LOCATED ON OR ADJACENT TO THE DOOR LEAF. DOOR SCHEDULE NOTES 1. AUTO SLIDER BY BESAM - ASSA ABLOY. 2. PROVIDE U -CHANGE CYLINDER. 3. CASED OPENING TO HAVE RESIN CORNER GUARDS. 4. INSTALL DOOR BELL AT DOORS INDICATED TO TIE INTO MOOD MEDIA SYSTEMS, COORDINATE WITH MOOD MEDIA 5. PROVIDE KICK PLATES AND DOOR STOPS TO BREAKROOM AND RESTROOM ENTRY DOORS. 6. ACCESSIBILITY SIGNAGE 7. RECESSED TRACK 8. DOOR TO BE LAMINATED "COLUMBIAN WALNUT" 7943K 9. NO CYLINDER ON INSIDE SLIDER 10. MOTORIZED w/ MORTISE KEYED LOCKOUT STATION BY MMTC MODEL 3BLM (800.942.6682) 11. INSTALL MAIL SLOT IN DOOR. MODEL LD12 (AUTH-FLORENCE MANUFACTURING) 4"Hx11 3/4" W WITH 3/4" FRAME. CLEAR ANODIZED ALUMINUM. FINISH, SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS- PT -1 SW 6106 "KILIM BEIGE" PT -2 SW "PURE WHITE" PT -3 SW 6868 "REAL RED PT -4 SW 6071 "POPULAR GRAY" PT -5 SW 7022 "ALPACA" PT -6 MSL219 "WILD TURKEY" (MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) PT -7 SW6254 "LAZY GRAY" PL -1 WILSONART 796OK-18 "STUDI TEAK" . PL -2 WILSONART 7951 K-18 "ASIAN SUN" PL -31 WILSONART 1595-60 "BLACK", MATTE FINISH PL -4 WILSONART 4911-38 "SOFT GOLD MESH ST -1 MOON WHITE PREFAB GRANITE - 100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 WT -1 PURE WOOL GLASS TILE - 12"x24" - 100092998 (#02 PEWTER UNSANDED GROUT #100036003) WT -2 MONROE BRICK GLASS MOSAIC - 100087493 (#02 PEWTER UNSANDED GROUT #100036003) WT -3 RIVER WOOD "CHARCOAL 9"x36"- 1000107242 (#47 CHARCOAL SANDED GROUT #100034792) WT -4 "NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE 100056917 (#02 PEWTER SANDED GROUT #10003530) WT -5 "PURE SAGE" GLASS TILE - 3"x9" 100086721 (#01 ALABASTER UNSANDED GROUT #100035997) FT -1 ' METROPOLIS GRAY 16"x32" PORCELAIN TILE - 100048099 ,(#27 SILVER SANDED GROUT #100035583) FT -2 DOWNTOWN ECRU 16"x32" PORCELAIN TILE - 100056555 (#39 IVORY" SANDED GROUT #100035682 FT -3 NuCORE `'GOLDEN OAK" LAMINATE - 100109727 VB -1 ROPPE RUBBER BASE #110 "BROWN" 11 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4, BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7.AL L DRYFALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. A 8. ALL INTERIOR COLUMNS SHALL BE PAINTED PT -1 SEMI GLOSS WITH THE FIRST 13"-0" UP FROM SLAB PAINTED SW 6866 "REAL RED" SEMI GLOSS SEE" DETAIL 1/A800 9. ALL TRIM DOOR &FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 11, JANITOR'S CLOSET FRP TO BE WHITE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. 12. ALL OFFICES, BREAKROOM SALES AND JANITOR VINYL BASE O BE B-1(PROVIDED AND INSTALLED BY GC S ) 13. TILES FORRESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. 3/8"SCHULUTER RENO -RAMP 1l2" SCHULUTER SKU#951200262 RENO -RAMP DIRECT GLUE -DOWN VINYL SKU#951502190 / RESILIENT FLOORING 1/8" REFER TO MFR. CONCRETE ---��`' � N RETE I'' SPECIFICATIONS CONCRETE ..1. 4 ,4 n 9 . ' a ° 4 ° .. TILE OVER THIN SET .4 . ' .4 FEATHER TO TOP OF EDGE 4 4 STRIP VINYL TO CONCRETE TILE TO CONCRETE I I . 30 FLOOR TRANSITIONS SCALE: N.T.S. I - ___ --mi SE 1 1 STOREFRONT DOORS SET 6 -DATA ROOM PER DOOR MANUFACTURER I 3 -HINGE - (MPB79 US26D MK) 2 -CYLINDER (100200N MK 26 MC) 1 -STORE ROOM LOCK -(B PB 4705LN 626 YA) 1-SFIC CORE -(33700006K MK 26 MC) 1 -SURFACE CLOSER - (2701 689 YA) SET 2 -SINGLE 1 -STOP -(406/409/441H US32D RO) RO) EGRESS DOORS 3 -SILENCERS -(608 3 HINGE-(MPB91 NRP US32D MK) 1 -EXIT DEVICE -(6150 A 632F 1109 MK 630 YA) 1 -CYLINDER -MORTISE- (100200N MK 26 MC). 1- CYLINDER -RIM - (100400HN MK 26 MC) ISET 7 -OFFICE 1 -THRESHOLD -(271A PE) 1-GASKETING-(45041CNB PE) 3-HINGE-(MPB79 US26D MK) 1 -DOOR SWEEP-(18062CNB PE) 1 -OFFICE CYLINDRICAL LOCK -(B PB 4707LN 626 YA) 1 -RAIN GUARD - (346C PE) 1-SFIC CORE - (33700006K MK 26 MC) 1 -SURFACE CLOSURE- (2721 689 YA) 1 -STOP -(406/409/441H US32D RO) 3 -SILENCERS -(608 RO) SET 3 -TRUCK DRIVERS DOOR 3 HINGE-(MPB91 NRP US32D MK) SET 8 -NOT USED 1 -EXIT DEVICE -(6150 A 632F 1109 MK 630 YA) 1 -CYLINDER -MORTISE - (100200N MK 26 MC) 1- CYLINDER -RIM - (100400HN MK 26 MC) 1 -THRESHOLD -(271A PE) 1-GASKETING-(45041CNB PE) 1 -DOOR SWEEP-(18062CNB PE) 1 -RAIN GUARD -(346C PE) 1 -SURFACE CLOSURE- (2721 689 YA) 1 -DOOR BELL- (SEE DOOR SCHEDULE NOTE 4) 1 -MAIL SLOT- (SEE DOOR SCHEDULE NOTE 11) SET 9 -CASH / VAULT SET 4 -TRASH COMPACTOR 3 -HINGE - (MPB79 US26D MK) 1- CONTINUOUS HINGE - (CFM HDI PE) 1 -CLASSROOM CYLINDRICAL LOCK -(B PB 4708LN 626 YA) 1 -CYLINDRICAL LOCK (B PB 4729LN 626 YA) 2-SFIC CORE - (33700006K MK 26 MC) 1- SURFACE CLOSER - (2701 689 YA) 1-SFIC CORE - (33700006K MK 26 MC) 1 -STOP -(406/409/441H US32D RO) 1 -STOP -(406/409/441H US32D RO) 3 -SILENCERS -(608 RO) . 1-GASKETING-(45041 CNB PE) 1 -VIEWER -(622 STNN RO) 1-DEADBOLT-(BD11.2 626 YA) SET 5 -STORE ROOM DOORS SET1 O -RESTROOM / BREAK ROOM 3 -HINGE - (MPB79 US26D MK) 3 -HINGE - (MPB79 US26D MK) 1 -PUSH PLATE - (70C US32D RO) 1 -PASSAGE LOCK 1 -PULL PLATE - (111x70C US32D RO) 1 -STOP -(406/409/441H US32D RO) 1- SURFACE CLOSER- (2701 689 YA) 3 -SILENCERS -(608 RO) 1 -KICK PLATE - (K1050 10" US32D RO) 1 -FLOOR STOP 3 -SILENCERS -(608 RO) ABBREVIATIONS I (ADM)- ADAMS RITE C SET 1 1 WAREHOUSE (BAL)- BALDWIN 1 -PADLOCK - (5451 FRON MK MC) U -CHANGE (BST)- BEST - - B 1 BALANCE OF HARDWARE. (Y DOOR MFR) (DJO)- DON JO ' (DTX)- DETEX (FDL)- FOLGER ADAM CO (FRNK)- FOLGER ADAM CO, " (GLY)- GLYNN JOHNSON (HAG)- HAGER (IVES) -IVES (LAW) -LAWRENCE . (LCN) -LCN (LSE)- LOCKNETIGS SECURITY ENGINEERING . (MK)- MCKINNEY (NGP]- NATIONAL GUARD PRODUCTS (PE) - PEMKO (QUAL) - FOLGER ADAM CO I I . (RO) - ROCKWOOD (SCHL) SCHLAGE (STAN)- STANLEY' (YA) - YALE I .1 I � I . I I O 0 I QI 2Q 3 I I I4 5 g 7 1 ! IT T. I I I I .. I . I. II I. I_I. I I I ® -0• x I I I . I ±:iI I © _ ;�F�r s I I I I. @------ �::_ I I ._..... _ E 7"7 z. •• O I J... •I •• -- I t= I L -1,- r i1. i i'' �_ _ :... • . :• :::: . , -_ -w * .. m Ls.: .. - . E t . Cly 8 (_ _ - Ear r' e , ]: vh • . .,1 " �- - o ..", . •. uV,T ::::,:.. f :�!: �� _____ FFI G -- :' .. L KG:.. P �. , ;. • r i a 1 . L: - F ..� L .. ... . . . ::.: * , I . - I, . .. . ..I. . .. ,r . --- 1 r- . • '% rr l L -- iI. I: i' -i - p. �" ;. , �- �: ;! .. �. - - -�- =- - c �- -- c -• -Q . -- . r E I'' _�- I i. : I L: AL j •i. i S $• r r 1 I ■(.. .. - - '•L3'Vb F i1 2 .. - - --, - - .., .:... . , ,, r-- `i. . - ---�_- . "L - r _ '�... r- --- -- ti I --- , r, ,- �:'.:.:% : - 1.:. ..:' :.. r _ .� :.: ... -1 I. I . --4� I.'' �- • ,I. •I.,+••• • �', . .,I.,• ::� 111 -I i •�E_ .. i I I•• --] . -�- _ -,;.:`' '.:.• �' :. A -.- o A �- "' """""."•.O �t� M''' ' ----I-- 1 - - - - :I rl r' Y ,; I' . :i' NE I.. kt C :)• O U .-, fIS I•1. ' .' ... z� I Io r� ko_ �• P :1' I I •;1. :1 SALE§ I 1. ES GN ;i.•• w r I CEN E - - - ! j T R r !. , r . I I an `� . I I ® z z11 Q -� d 1 1 i I y - sv , x_1 , - ' I -- € -- -- ' -- I w - -- = - w �/_-O . I II I -- -. -1 - J I I I I I II I I I i I I I L. I i . , 20FLOOR. FINISH KEY PLAN ' SCALE: 1/32" _ V-0" SEE SCHEDULE NOTE: . --.T. ALL GLAZING IS SINGLE ... .. I GLAZED LAMINATED SEE SCHEDULE S SCHEDU NOTE: SEE DETAILS ON SHEET T-6" EE SCHED EE SCHED SEE SCHEDU A801 SLIDING PANEL 2 2" 28"x34" AUTOMATIC 11 " " LAMINATED / \ - ALUMINUM DOOR IN (9 N 6x36 LAMINATED 6x6 LAMINATED - GLASS / \ / G.C. TO PROVIDE a �,,� MANUFACTURER'S z 1/4" GLASS WINDOW / GLASS SECURITY p /� / \ / ACCESSIBLE w __ / / FRAME w m STEEL / WINDOW j/ TYP. DOOR `AN D / \ \ / / / / \ / I l SIGNAGE AT 0 /, \ 1 -ACTIVE LEAF TO O - \ PLATE / / /, FINISH / \ _ / LJ EACH DOOR HAVE EMERGENCY HOLLOW - / - / - 0 0 w �= BREAK -AWAY p METAL o 0 o ~ \\ // r` \\ __--- /f FUNCTION � o PIANO FRAME ~ \ ~ \ _r` \ LOUVER \ / \ 7 / / z \ \ \ LOCATION OF \ / /�,� CONCEALED SWEEP I t I HINGE \ KICK PLATE- \ KICK PLATE- \ PANIC BAR \ / �\ •/ / �/ w FINISH TBD 71 FINISH TBD \ @36" AFF I . ,_, • '� I C ® E F G H J K - - - - - - - 121-5505-00 FOR CONST. . . I . I I I . I I . I . �� I01:14.16 A8001' . - .: [ _ ( - _ E . .. ........... WHERE WATER INFILTRATION REQUIREMENT IS NEEDED. OVERALL R2 SO Sx SX FRAME WE so Ur tt NG s DTH ........... .. [:!i:[5.8) A� ................... 1 -) 6 1) , 'Ij 1 A I i/2" L- - - - - - 6�1 71p` 34 314" 421 At MAX WIDTH NOTE: 11__ffT;,. 92' WIDIH f'QRt0iJLA w A + 1/z' �,/2 —,,I .... ............... EXTEND TRASH CHUTE TO DOOR r [12.7j, 9 in 1/2'. U4 tf FRAME & ANCHOR AS REQUIRED AT MAX HEIGHT (19R] I . w B t/z 112' BY COMPACTOR CONTRACTOR HEIGHT FORMULA 2 1 x ..... . . . . . . . . . . . . . . ............ 0 CORNER PROTECTION BY G.C. w L------ A Ox U - 6"x3"x3/8" ANGLE FRAME (4 SIDES) BY G.C. co ATTACHED TO TILT WALL WITH EXPANSION BOLTS. CAULK ALL AROUND > H-4 J-4 S-4 SCALE 1 1/2"=l'-0" 3"x7 1/4"x1/4" GALVANIZED BENT PLATE FRAME EMBEDDED IN WALL PANEL OPENING (3 SIDES) 5" LONG BY 5/8" DIAMETER HEADED CONCRETE ANCHORS AT 12" O.C. STAGGERED. OUTSIDE PROVIDE DOUBLE 3 5/8" LGMF HEADER ABOVE DOORS 6-0" WIDE OR LARGE R. A A. REFER TO PLAN FOR PARTITION TYPE 171 A 111111 OVER 5/8" SHEATHING OVER 2" RIGID INSULATION -CLIPS ATTACHED W/ Z INSIDE HOLLOW METAL FRAME - PAINT PER DOOR SCHEDULE J-3,. SCALE 1 1/2"=I' -O" . .. ........... WHERE WATER INFILTRATION REQUIREMENT IS NEEDED. OVERALL pleAji�lll SO Sx SX FRAME WE . .. ........... WHERE WATER INFILTRATION REQUIREMENT IS NEEDED. OVERALL pleAji�lll L E AR Ori SX FRAME WE so Ur tt NG s DTH ........... .. [:!i:[5.8) . .. ........... WHERE WATER INFILTRATION REQUIREMENT IS NEEDED. OVERALL pleAji�lll L E AR Ori a4 7/a FRAME WE OPE IINO Ur tt NG s DTH ........... .. [:!i:[5.8) A� ................... 1 -) 6 1) , 'Ij 1 A I i/2" 64 5/a- 6�1 71p` 34 314" 421 At MAX WIDTH l­__UfiF ___ 11__ffT;,. 92' WIDIH f'QRt0iJLA 1/2" A + 1/z' �,/2 —,,I .... ............... -.1 ....... ... .........-...................................._.........__f.......... (2349.5,1 r [12.7j, 9 in 1/2'. U4 tf 7 AT MAX HEIGHT (19R] ............... B t/z 112' A 7 1/2" HEIGHT FORMULA 2 1 ..... . . . . . . . . . . . . . . ............ DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED. WHERE WATER INFILTRATION REQUIREMENT 15 NOT NEEDED. NOT APPROVED ± 70 PSF 0KNIN0 SILL DMA r_..._ IiTt FQiF —• CLEAR DOOR DOOR FRAME �IZC CPEN114 O'WIDTH NOT APPROVED t 70 PSF 84 1/5 a4 7/a �P 318" 42" Ar MAX WIDTH 0.1.6.0 ........... .. [:!i:[5.8) fii� . .... . - .5. 11 ................... 1 -) 6 1) , 'Ij 1 A I i/2" Al2 713/16" Aft 3/ 1 wiOTH FORMULA 7 -"(133..1]' (12.71 92' e -t ATMAX HEIGHT - , _330.aj -.1 ....... ... .........-...................................._.........__f.......... (2349.5,1 (2'46.3, HEIGHT FORMULA 7 12,71 (19R] ............... DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED. WHERE WATER INFILTRATION REQUIREMENT IS Nor NEEDED. NOT APPROVED t 70 PSF DOOR DETAILS PROJECT.. R0. 12 1 -5505-04'r SSUE /DATE ISHEET NUMBER.,',,�, E w O N O r O N c c� �1 &ter OI O LL O 4— ct3 U L 51 J 11 -E O C w D; l,, M1 O Q N ry FRONT VIEWS 96' WIDE BAYS- P64876096,4-718" X 96" STEP BEAM 16 GA, 3 RIVET CONNECTOR- GAP 6620# /PAIR 120" WIDE BAYS- P135506120, 5-112" X 12{)" STEP BEAM. 16 GA., 4 RIVET CONNECTOR- CAP 6480#/PAIR. 144" WIDE BAYS- P8600:3144, 5-718" X 96" STEP BEAM 1:3 GA 4 RIVET CO NECTOR- CAP 5890#/PAIR NOTE. ELEVATIONS MAY VARY SL.IGHTL.Y wAREH®USE RACK SCALE: N.T.S. TYPICAL RACK DETAILS SHOWN FOR INFORMATION ONLY. RACK PLANS WILL BE SUBMITTED FOR SEPARATE PERMIT IF REQUIRED TUS :30144:36- FRAME C3 X3.5 COLUMNS- 144" HIGHX 36" DEEP 1-1/4"X 1-1/4" X 1/8" ANGLE DIAGONAL AND 1-1/2" X 1-1/2'X 1/8" HORIZONTAL BRACING TUS :3014442- FRAME C3 X3.5 COLUMNS- 144" HIGHX 42" DEEP. 1-1/4"X 1-1/4" X 1/8" ANGLE DIAGONAL AND 1-1/2" X 1-1/2'X 1/8" HORIZONTAL BRACING BACK TO BACK FRAME END VIEW I WEDGE ANCHOR DETAIL (1) 1-1/2" X4 -i/2" HILTIKWIK BOLT II ANCHOR PER BASE PLAT- MINIMUM EMBEDMENT3-1/4" NOTE:VERIFY COMPONENTS AND DIMENSIONS WITH RACK SUPPLIER BASE PLATE DETAIL SAFE`I CLIP TYP. BEAM TO COLUMN DETAIL D o 0 1 2 3 4 5 6 7 ( 291'-0,r ! ' I O O ' LAN DIN vvrr - (/�'�\ p A n N , r , x < .. +/ .. .A y'� ,., . .: 'r d k .a^"rcxr�_:,xxx..,c• .. mvwcmrwra: nrr..:aseacwwspr•wsw: y. eJl - -' , I t r n 4 I o • „ a 30 ♦ s• , .p - 4. 14'+s a g n At w(r .r • LEC � m �• r :. .,' ' ro• A . a t �r d � a 198 S • �a .. • , . CL RESTORY gy Q. m , :_ ,,m . ro : m. .• .ro ..•,..• .....�:,..., ..........,,..„ ..„ ....... .�. .,, .ar r r «... w «wsxuw- .x - .. _.. ".�«uw."`"♦..:"' .." _ ',€" ,. .meg«,..:-'�tYkaP, •'• '� # _ �`SV i 2' — _ _ ........ ....... .�,-..—....1•J.-� .«..... C..•...,.»,.,.-..«_.,� ... ....�.""' �.,•. ... G • I -- , Cl- O,F CE ; I 1 t %1f� %! PKG .� I I o 0 103 �4.Y4i W61-�. _a .x. F — i /A'l A \ / /ice - %1 / t I 1 2 I ,tl I I , /� K ,� , I _ f ,IA �! �\ X / ` %fir'_ � KX % h € ^...w.. _ ///// O I , /t`ilr►: Tr �,► '�� �" ' °� ;.� /I/ WAREHOU I ./' �/.�_..�.�� � 1 t I ,� . I t i i 103 � i /�/'`'°<,.'' 1 t.l...t_., 7,542 SF � %%'I`�.11\ X%"l�,X - jj�_ ALE `� a ! t .... _ r � , 102 > . , +� rrl l"'� /K 53,202 "SF j 1\ � � KX X X— I� XI ! XXL X , X % A�< GAKX � i' �.. I L� x X _KXXX R INK 7K 71 .. X I, I _ _�! <. !!!�!!/! .I� I, Kzi /K X » a° x i _ t I t KXXX .>/- I _w �,X 1 x V_ Ato K i t./A -....,.���., r.�::. W f fl,.lt' a,I,+ s... t' i : /. I V \ � I� / 1 \ i KMM i _ - ! O `r/NXX I . _.. r� K w �_ � I is '�C 1JA/It (�,/� x� K/I`ti/1 K><A�>� , I ; X� V_ A�/ s/ ! ,?I ,� , > x1 I .:. / �` rl irk �► X 1 / - _� j I { MIN ® i �,• --------------------—_------------ ---�` cw, OUT cwt _...... _....... 1028 nom. 1/F102 �^ PRO SALES ALE 104 ® DESIGN [� �;, � E ICN ., , CENTER I T-Tw�4cnve srAnoN I FCW1R CRED09A AM MUCH I ffirT p w, .- w ... 101 N I �,.,• �itmt»t 9 I i ..- _ ' a^ Y — A• :A• . .• O .' '. A� • �. S S ..,. _. •.� PLAN .�, .-. _ .,. p ..q m, �: v..a `d A• '. « •'•6M1 ''a III t °9s a .. . A, A I 1 a • -- X as » g ada v f ,• .,,+ •' ? tm Ara' e• €' a 1. ® � '� Al a .'' • • +r, . , • . A:d A �• , � � ... � W # O N A. m, r '� a+. ,Y, '�• 's A• m •�A^• 'v-• i� y .. a a•. ;m'a( a a vd a a A r° a. 2a„ . , r 18' 20 63:. 6' 20'- 24'-4'16,4., n • t a. 2 2.4 2.9 3 38 ` 4 4.5 5 5.1 6 7 .x:.•' ; N NO PARKING FIRE LANE Ll _f_J RCHAN®ISE PLAN*���E ALE: 1/16" = 1'-0" 'RQJECT N0.• SSUE /DATE SHEET NUMBER e' e oi� 7„ cr � cr � r � 3p� p�� 45. 0.. 45._0., 21':11 22,_6.. 22'_6" 22._6. � 29' 2�" 41'=�" ;. 'RQJECT N0.• SSUE /DATE SHEET NUMBER e' e oi� w C:) c:) CD (Y) (Y) LL I U) c) 0 U) 0 (D 0 Q) n Oz5 0 H 4:� 0 0 ry 4- 36'-0" 3 4 5 6 7 291'-0" 7`1 L I I I I 1 1 29'-21 41'-32' LA, z 21'-11 22'-6" 22'-6" 22'41 11 F1,1/ 4 1 4 Ill I "V -5A., F/ 1 1 "1 c? 0 0 LANDIN LANDIN VENT A AW. r I I ............. rr_,� - - '4, 1 ____ -_ Ii mi 'Lm" . "V _1w_ . ...... . .. - - - - - - - - - - - - - - - - - - - - - - 4 4 ............................ 4a A A 4 4 4 -4 10-4- HIG 10--o" HIGH R:A:C�K] A V A 10'-0" HIGH RACKI A, 4 .4 A 4 0 A L .4 V �A . 1;/ ;< w 4' 4 A E NI T A NCE .4 4 . �1) 4 , " . :. '' I A 41. 1 . 4 1 . '. . .4, 4 4t Ad A 4 '4 4- 0 ':A 4 "4 4 A z :4,4 4. i4 - , . -I- ­­­ . .......... __5 4 o, ­I7777 ...... y 4 u MD I z 4 A 4 oo OULT d. 4 A X 4 -44 RISER/JA C/L A. ROOM'T DATA _1�lj _\j .4 4 ROOM -,1 4, -4 4. 4 *4 ,4 :4 4' __T .4 70 _j__ JL_. T_ A A 1_ V .4 A -4 4' 4 , I . - I — , — I ­ I L-1 LJ 4 b< F 7F .4 4 A.. I _L�_��U-7 -c 7/- U 1 04 �A' 4 10'41, HIGH "CK] Lv_�j 4, 4 .4 50 _-S uu 0 ,WQdENS [:TN So 06] Q 1106 cl F 77F A T_ C R. I OR Q TZ 0 0 F158_1 )"71 x 9 f E.— FE: I FT_._ X 7F, 7F X A x x X x x E 0) 00 1 V-13" 1 V-16" 61, 10'-7111 13'-0' 2�j 1 V-6 2 '\-7 >< X 7 7711 J X x x :x x -ij x x v —/F -7 2� 17 0) 'X x X, x x x x x x x x 71 x x x ell, X /K x x �J INFORMATION V _��v T�AINING STATION x A A x x C? NNI did x _71 VZ/ x ASS I TT MGR.* _P_ VAULT x x x x X x x �:S [112] x x x _UCORR. x 9 W00t). _:�2_ -A V_ _,J x x f"ILE, x x V 7 C? x x . .. . . . ............. iz XA L ROONI X X CO x x x x x F- 7F -711 7- �x X x 'IX A Q E_. E x x L_1 X K x x A 1-0-31 WAREHOUSE x x �,x x x x X x x X11 X x x ? .9 0 7 X "X x x x x X x �X A/1 -71 'OF 7F "I F,, 7F x x x x x x 7\ x x 2SV_ x x 11>�,+ x ....... ^ALE3— EKI j 2L u Q x x I x x x Ar , 11� 1 — 7 T_ > V� 01 /1 1 1 . . 1 9 x x x x X X x x b N ke�_ C? xv. x x x x x X, .1 Fl. -";/IV —A IK7 NUCOR AQUA0A1 x 7 v V x x x x X X 'v x x x 0 417 - - 1-7--) v;z`> F,-.. x X x x x X� X x x x x x X X T_ x X 7 0 x x x x x x x A 4 15-41" U-0 2 x x X X v x I I "'F7 -7F /1 177 x X X x x x X x x x x x x x x x x + Z x x x x x I. x 1_x W x x x x X* x 2� e- 4- L 4 ak 0 9 [3 PALLE IGH (MAX) 3 PALLET jHIGH (MAX) -Ji. F f rc-0--p-01 ........ . ...... ....... .......... .......... . . .... . ...... . .. ........ .. . ..... . . . . ......... ..... . .. . ...... .. .... .. . . ...... ....... ...... .. ......... ......... .. . ..... ........ �_wi I CHECK c OUT 0 n n I I u loc p C) c14 PRO) CREDIT DESIGN `ALE` M -P-0-1 WOW ,CENTER F102A] �:j INTERACTIVE STATION CREDENZA AND TOUCH J. - VEST ULE SCREEN MQtLIJOR ....... ... .. .... 101 :�j 1 0 Wz I wn 6TAY\1y\ r-7 _Y1 PLAN, A 4 4 A. I - , . , . . . .. I i : f i . i � I . . I . A * 4� . . . 4 - 1 1* . . ­ i . a , f, . 4 w_ A 4. -4 4 A qz 4' A 1:4 3X �4 14 1 — — — 4- 4 A ' , P-.-- -- - T _Ep AIt" 0.' — — — — — — 1� 4 'A �!4 4 0 ci 4 0 �A A, A A '1 4 1 k I lei 4 �4 R A"� 4., 4 A A W -4 9, 2 A 1. A 11 , I . , , . . — 4 4 .4 2 8.1 8 8 -0-5" Y 25'-11 X 41'-32.' 3�6-0 ' 11 iv, 18'-4 20'-61 6-11" 20'-7i 24' 8 4 31'-9�3" 4 -4 8 42 0, 5 5.1 4. 2.� 2.9 3 .3.8 4 (4.5) 6 '4 iv 2 A 4 A 4 A 4 4, NO PARKING FIRE LANE RACKING PLAN SCALE: 3/32" V-0 VIO 7"llj Ll ZOI �' _N �__' r% F_ R/\CKING PLAN AND DETAILS 7�7 �Rd&df N6, 121-5505'0#r SSUE /,DATE SHEET NUMBER I w N O 0 N c c� N O r LL MI M (0 d J LL 7D 0 t� W LL 0 a- c m a 0 M N i L 0 0 Q) 0 . oZS O O LL 0 0 a� 15'-81" E 7'-1 ATTACH SLIP TRACK TO RUNNER W/ #10 SCREWS BOTH SIDE OF EACH STUI TRACK TO ALLOW 1/2" SL 3 5/8" METAL STUD AT 24" ATTACH PANELS TO BACK WALL WITH DRYWA SCREWS AT 12" O.C. FACE OF EXTERIOR WALL ., TWO 4"x32' FIRE -RATED I TWO 4'x32' FIRE -RATED 3 SHEATHING SECTIONS SHEATHING SECTIONS LAMINATED AND I LAMINATED AND 1 X 8 PAINTED I INSTALLED AT 16" O.C. - INSTALLED AT 16" O.C. WOOD CAP SEE DETAIL 1 C ,AIpp q�+�+®GAIL "LPW VYALL ®R/�\.rINV 3"FIRE-RATED PLYWOOD 3'-6" A.F.F.SCALE 3" = 1T.O. DISPLAY WALL TOP PLATE PAINTED 1 X 6 CROWN ON BOTH 4 FIRE RATED � FIRE -RATED PLYWOOD BOTTOM PLYWOOD BOTTOM 1/2 FRT MDF SECURED f SIDES OF WALL TO WOOD STUDS„ I: PLATE PLATE I 4 FIRE -RATED PLYWOOD BOTTOM 2X4 P.T. FIRE -RATED 2X4 P.T. FIRE RATED IIPLATE I RUNNER RUNNER I TWO 4"x32' FIRE -RATED 2X4 P.T. FIRE RATED SHEATHING SECTIONS I RUNNER ( HILTI X -U SHANK �� HILTI X-U.(SHANK 11 / LAMINATED AND INSTALLED I / Z ------_-- I I WIDTH 0.157 IN) I WIDTH 0.157 IN) AT 16" O.C. - SEE DETAIL 1 HILTI X -U (SHANK WIDTH / POWER DRIVEN / I POWER DRIVEN 0.157 IN) POWER - DRIVEN FASTENER @ 24" ~ �� FASTENER @ 24" \ FASTENER @ 24" O.C. WITH 1 �`-•--'� �� _ O.C. WITH 1 1/2" MIN. O.C. WITH 1.1/2" MIN. `---' � 1/2" MIN. EMBED _ EMBED . 0'-O'� i I . �� EMBED 0'-p" o' -o" _ ; T.O. SLAB T.O. SLAB T.O. SLAB 2 PARTITION TYPE 3 PARTITION TYPE 4 PARTITION TYPE SCALE: 3/4" = 1'•0" SCALE: 3/4" = 1'-0" SAME AS TYPE 3 EXCEPT 3A 12'-0" HIGH DESIGN CENTER WALLS SHOWN FOR INFORMATION ONLY THIS AREA WILL BE CONSTRUCTED BY FLOOR AND DECOR STORE SET-UP CONTRACTOR WALL TYPES `SCALE: N.T.S. PRO SALES PLANS AND DETAILS ?ROJECT NO. 121-550570 SSUE % DATE SHEET NUMBER FOR 1 * • 2X4 P.T. FIRE -RATED RUNNER ATTACHED WITH HILTI X -U POWER DRIVEN FASTENER AT 24" O.C. - WALL SECTION _ MIN. 1 1/2" EMBED 4) C4)SCALE: 1"=l' -O" .: 3 1/2 C ENTER LINE , 2 3/4 OF STEEL POST - -1 X 8 PAINTED . HSS 2"x2"x3/1.6" WOOD CAP POST I I" FIRE -RATED PLYWOOD (4) 1/2"0 ANCHOR TOP PLATE BOLTS SET IN 3" DECORATIVE r• SLAB W/ HILTI HY 150 EPDXY " 10,-0A.F.F. MOULDING 1/2 BASE T.O. DISPLAY WALL . PLATE �j 1X8PAINTED I WOOD CAP SEE PLAN" _---. ------------ FIRE -RATED PLYWOOD I HSS 2"x2"x3/16" .O TDISPLAY WALL TOP PLATE ..' POST I PAINTED 1 X 6 I I I : CROWN ON BOTH I 4 1/2 0 ANCHOR O SIDES OF WALL BOLTS SET IN I I I SLAB W/ HILTI HY I - I 150 EPDXY 1/2" BASE I I I I PLATE 1/2" FRT MDF I 1/2" FRT MDF I I SLAB SECURED TO SECURED TO WOOD LAMINATED STUDS ., TWO 4"x32' FIRE -RATED I TWO 4'x32' FIRE -RATED 3 SHEATHING SECTIONS SHEATHING SECTIONS LAMINATED AND I LAMINATED AND 1 X 8 PAINTED I INSTALLED AT 16" O.C. - INSTALLED AT 16" O.C. WOOD CAP SEE DETAIL 1 C ,AIpp q�+�+®GAIL "LPW VYALL ®R/�\.rINV 3"FIRE-RATED PLYWOOD 3'-6" A.F.F.SCALE 3" = 1T.O. DISPLAY WALL TOP PLATE PAINTED 1 X 6 CROWN ON BOTH 4 FIRE RATED � FIRE -RATED PLYWOOD BOTTOM PLYWOOD BOTTOM 1/2 FRT MDF SECURED f SIDES OF WALL TO WOOD STUDS„ I: PLATE PLATE I 4 FIRE -RATED PLYWOOD BOTTOM 2X4 P.T. FIRE -RATED 2X4 P.T. FIRE RATED IIPLATE I RUNNER RUNNER I TWO 4"x32' FIRE -RATED 2X4 P.T. FIRE RATED SHEATHING SECTIONS I RUNNER ( HILTI X -U SHANK �� HILTI X-U.(SHANK 11 / LAMINATED AND INSTALLED I / Z ------_-- I I WIDTH 0.157 IN) I WIDTH 0.157 IN) AT 16" O.C. - SEE DETAIL 1 HILTI X -U (SHANK WIDTH / POWER DRIVEN / I POWER DRIVEN 0.157 IN) POWER - DRIVEN FASTENER @ 24" ~ �� FASTENER @ 24" \ FASTENER @ 24" O.C. WITH 1 �`-•--'� �� _ O.C. WITH 1 1/2" MIN. O.C. WITH 1.1/2" MIN. `---' � 1/2" MIN. EMBED _ EMBED . 0'-O'� i I . �� EMBED 0'-p" o' -o" _ ; T.O. SLAB T.O. SLAB T.O. SLAB 2 PARTITION TYPE 3 PARTITION TYPE 4 PARTITION TYPE SCALE: 3/4" = 1'•0" SCALE: 3/4" = 1'-0" SAME AS TYPE 3 EXCEPT 3A 12'-0" HIGH DESIGN CENTER WALLS SHOWN FOR INFORMATION ONLY THIS AREA WILL BE CONSTRUCTED BY FLOOR AND DECOR STORE SET-UP CONTRACTOR WALL TYPES `SCALE: N.T.S. PRO SALES PLANS AND DETAILS ?ROJECT NO. 121-550570 SSUE % DATE SHEET NUMBER FOR 1 * • SPECIAL INSPECTIONS NOTES 1. SPECIAL INSPECTION PER 2014 FLORIDA BUILDING CODE SECTION 1704 1.1 THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL PERIODIC INSPECTORS TO PROVIDE SPECIAL INSPECTIONS OF THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED INSPECTION CONSTRUCTION DOCUMENTS. 1.2 THE SPECIAL' INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE TO THE PRIOR TO PLACEMENT OF FILL SATISFACTION OF THE BUILDING OFFICIAL FOR INSPECTION FILL PLACEMENT OF THE PARTICULAR TYPE OF CONSTRUCTION OPERATION ASSIGNED FOR INSPECTION. 6.33 THE SPECIAL INSPECTOR SHALL FURNISH WRITTEN X INSPECTION REPORTS TO THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER OF RECORD. REPORTS SHALL A. FILL MATERIAL CONFORMS TO INDICATE THAT WORK WAS DONE IN CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE B. LIFT THICKNESS IS LESS THAN BROUGHT TO THE ATTENTION OF THE BUIILDING OFFICIAL AND THE STRUCTURAL ENGINEER OF RECORD PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. 1.4 REPORTS OF INSPECTIONS DOCUMENTING REQUIRED INSPECTIONS AND CORRECTIONS OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED X PERIODICALLY AT A FREQUENCY AGREED UPON BY THE CONTRACTOR AND THE BUILDING OFFICIAL PRIOR TO THE START OF THE WORK. A FINAL REPORT, SIGNED AND SEALED, BUILDING AREA: 1 TEST/2,000 SF - 3 TESTS MINIMUM SHALL ALSO BE SUBMITTED. a co m N (O r - O N L r Ca (CS a-: U L U) I J LL I O "O C (0 U1 i d U c� L U L VI L C LU J LL L 4-- VJ C) C) m m 04r r L 0 U N 0 06 L 0 0 IL l 0 N RS i T. 1 SPECIAL INSPECTIONS SCHEDULE QUALITY ASSURANCE PLAN / SCHEDULE OF SPECIAL INSPECTIONS ITEM CONTINUOUS PERIODIC REMARKS INSPECTION INSPECTION SITE PREPARATION X PRIOR TO PLACEMENT OF FILL FILL PLACEMENT DURING PLACEMENT AND COMPACTION OF FILL X A. FILL MATERIAL CONFORMS TO SPECIFIED MATERIAL B. LIFT THICKNESS IS LESS THAN X MAXIMUM X SPECIFICATION 3120 00 DENSITY EVALUATION BUILDING AREA: 1 TEST/2,000 SF - 3 TESTS MINIMUM WALL BACKFILL: 1 TEST/100 LF - 2 TESTS MINIMUM TRENCH BACKFILL: 1 TEST/150 LF - 2 TESTS MINIMUM FOOTING SUBGRADE X ONE TEST OF EACH SOIL STRATUM VERIFY DEPTH OF EXCAVATION AND/OR X PRIOR TO PLACEMENT OF FILL/ CONCRETE PROPER SOIL MATERIAL INSPECTION OF REINFORCING STEEL X ALL REINFORCED CONCRETE PRIOR TO POURING OF AND PLACEMENT CONCRETE ANCHOR BOLT PLACEMENT X ALL ANCHOR BOLTS AT BRACED FRAMES VERIFY USE OF REQUIRED DESIGN MIX X PRIOR TO POURING OF CONCRETE SAMPLING OF FRESH CONCRETE AT X SPECIFICATION 03 30 00 POINT OF DISCHARGE ONE TEST FOR EACH 100 CY OR FRACTION THEREOF PLACED EACH DAY, 5 TESTS MINIMUM FOR EACH CONCRETE MIX. EACH TEST WILL INCLUDE THE FOLLOWING: SLUMP, AIR CONTENT, TEMPERATURE, UNIT WEIGHT AND COMPRESSIVE STRENGTH FOR 4 CYLINDERS - 1 AT 7 DAYS, 2 AT 28 DAYS AND HOLD ONE CYLINDER IN RESERVE. INSPECTION OF CONCRETE X DURING CONCRETE PLACEMENT OF ALL CONCRETE PLACEMENT FOR PROPER w APPLICATION TECHNIQUES W'- INSPECTION FOR MAINTENANCE OF X AFTER CONCRETE PLACEMENT OF ALL CONCRETE W SPECIFIED CURING TEMPERATURE AND z TECHNIQUES 0 U VERIFY SHAPE, LOCATION, AND X PRIOR TO PLACEMENT OF CONCRETE DIMENSIONS OF FORMED MEMBERS EPDXY AND EXPANSION ANCHOR PLACEMENT A. ANCHOR DESCRIPTION X PRIOR TO PLACEMENT OF ANCHOR INCLUDING PRODUCT NAME,. DIAMETER AND LENGTH B. HOLE DIAMETER, DEPTH, AND X DURING PLACEMENT OF ANCHOR METHOD OF DRILLING C. ANCHOR SPACING AND EDGE X AFTER PLACEMENT OF ANCHOR DISTANCE USING ANCHOR CENTERLINE MATERIAL VERIFICATION OF X IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS STRUCTURAL STEEL MANUFACTURER'S CERTIFIED MILL TESTS REQUIRED COMPARE MARKINGS TO MILL TESTS AT STEEL FABRICATOR MATERIAL VERIFICATION OF HIGH X IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS STRENGTH BOLTS AND WASHERS MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED COMPARE MARKINGS TO CERTIFICATES UPON DELIVERY TO SITE MATERIAL VERIFICATION OF WELD X IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATIONS FILLER MATERIALS MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED COMPARE MARKINGS TO CERTIFICATES AT STEEL FABRICATOR AND AT SITE PRIOR TO WELDING w SHOP WELDING AND FIELD WELDING F- A. FILLET WELDS > 5/16" X VISUAL INSPECTION DURING WELDING B. FILLET WELDS < 5/16" X VISUAL INSPECTION AFTER WELDING C. ROOF DECK WELDS X VISUAL INSPECTION AFTER WELDING D. CJP WELDS X UT TESTING HIGH STRENGTH BOLTS A. BEARING TYPE X VISUAL INSPECTION OF ALL BOLTS DETAIL COMPLIANCE X REF. PROGRAM NOTE #2 A. PROPORTIONS OF SITE PREPARED X MORTAR B. CONSTRUCTION OF MORTAR JOINTS X AT BEGINNING OF MASONRY CONSTRUCTION C. LOCATION OF REINFORCING AND X CONNECTORS A.SIZE AND LOCATION OF X STRUCTURAL B. TYPE, SIZE AND LOCATION OF X ANCHORS THROUGHOUT CONSTRUCTION OF MASONRY C. SIZE, GRADE AND TYPE OF X REINFORCING D. PROTECTION OF MASONRY DURING X . COLD WEATHER (BELOW 40"F) AND HOT WEATHER (ABOVE 90°F) A. GROUT SPACE IS CLEAN X zB. O PLACEMENT OF REINFORCING AND X U ¢ CONNECTORS ALL CELLS PRIOR TO GROUTING C. PROPORTIONS OF SITE PREPARED X GROUT D. CONSTRUCTION OF MORTAR JOINTS X INSPECTION GROUT PLACEMENT X DURING PLACEMENT OF GROUT PREPARATION OF MORTAR AND GROUT X DURING PREPARATION OF SPECIMENS: SPECIMENS FOR STRENGTH TESTING MORTAR: 2 X 4 CYLINDERS OR 3" CUBES PER ASTM C780. ONE TEST OF 3 CYLINDERS OR CUBES PRIOR TO CONSTRUCTION, ONE TEST OF 3 CYLINDERS OR CUBES ON EACH OF THE FIRST DAYS OF CONSTRUCTION OF WALL AREA OR PER WEEK, WHICHEVER OCCURS FIRST. GROUT: TEST 3 X 3 X 6 SAMPLE CAST BETWEEN BLOCK UNITS (SEE NCMA TEK - 23A) CAP PER ASTM 617 AND TEST PER ASTM C39. TAKE 2 SPECIMENS PER TEST EACH 30 CUBIC YARDS OF GROUT OR FRACTION THEREOF PLACED EACH DAY AND WHEN MIX PROPORTIONS ARE CHANGED. ANCHOR INSTALLATION- X X SPECIAL INSPECTIONS SHALL COMPLY WITH MANUFACTURER DRILLING, CLEANING, AND INSTALLATION REQUIREMENTS, AT A MINIMUM CONTINUOUS INSPECTION REQ'D TZ FOR EPDXY ANCHORS AND PERIODIC FOR ALL OTHERS U z Q w I - z I- O a_ SPECIAL INSPECTIONS PROJECT;,NO. ,, SSUE /,DATE SHEET NUMBER ;0NsULTING lj SPECIAL INSPECTIONS PROJECT;,NO. ,, SSUE /,DATE SHEET NUMBER E n- 00 V (N L ca -t� U U) _I LL �I 0 -0 U r- U U L U) a) c c W I LL TJ O C N Q C? (y) Or) co N L O U N 06 L O O O ry N (u (u -p v�— U i EDGE OF SLAB COORD W/ CIVIL - Q, C 4 5 6 291'-0" 1 36'-0" 45'-0" 45-0" 45'—O„ 45-0" I 33,-8Y4" .•` I I , , , , I I I I -- I ------------------------------ I I ,I II _ o 0 I I 22 —6 I —6 22 I CL INDICATES PORTION OF I I X LL II' I I II II I II II II f 2 w o I W/ 60OS162-43 METAL I I STUDS @ 16" O.C., COORD. ati—nT•—.i !„ a. i W/ ARCH 1 �.� BOLLARDS, I — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 5101 E ----- ----- _t— ------------ — J —t— -------- ----- --------- ----4� 5 „-------------- _ ___ ___ - ... SEE ARCH. II �......... I . .. ---------------------------------------- I ------------ ----------------_-- — -- — --- - --------------------- ---------- ------------------- -- — ---------------- t I I I I I I EXISTING JAMB REINF. TO ` ' d. I I I I I I EXISTING WALL AND I FOOTING TYPICAL I I I EXISTING DOORS, OPENINGS, AND CANOPIES TO REMAIN. REMAIN, DO NOT DAMAGE DURING CONSTRUCTION, ` I " <, y F I .1 !; � I I I I I I I i i I I ^ :..,....,.� DO NOT DAMAGE. I TYP. , 4 �: CL w I II II :(0 NEW CONCRETE PAVING SEE CIVIL PC O ........... .... `. ....._ � I II I I I I I II I II II II II II / __j II I II I I I I I II II II II EXISTING TILT UP I I I I I I CONC. WALL AND a �1 FOUNDATION :., I I I ---1 II I I ------- -- ---------- I ------------ I -- — - — - - - — - — ------------ I -----------I-- , , II .•` I I , , , , I I I I -- II II II II II I I ,I II _ o 0 w INDICATES PORTION OF I I X LL II' I I II II I II II II EXISTING OPENING TO INFILL w o I W/ 60OS162-43 METAL I STUDS @ 16" O.C., COORD. szol /1 i W/ ARCH I I II I � --------------- --- I I ------------ II .•` I I , , , , I I I I -- II II II II II a, I _ o I II' I I II II I II II II I --------------------— - - — - -—----------------------------------{ ----- --- II NEW CONC. RETAINING WALL, 2' MAX HEIGHT, COORD. W/ i I ARCH & CIVIL II II II II LOADING IVIG PARTIAL FOUNDATION PL. II 5101 SCALE: 3/1611=11p—O" _ II II II , iI II iI II II I I I I I I I I I II I I II II ii II II �---- I I -- ---- V_ --0A II II II II II I ii iI II I iI II II II II � I i EXISTING WALL AND FOOTING TYPICAL I I II II 1 II II II 5103 I T —I— I rl _r _�- -�_ _ ____ ____ , _ _ _J I . ----- -+-- -----------------' ----- - - - ----- - -- --- ------ _ _ _______ _ ___ _ _ ___ _ Z ----- ----- - - - -- ----- --- ------------------ - - -------------- ----- ---------- -- - __—z — _ ------------- - - - - - ----- ------ - - rt 1� - - - = Z — _ - ___ _ J n v pq',� I L—I-J L-1 J I ---J L-� F A I L -I: I L I I �� I I v 'a; ..a. I• I � � r II v r-----�------i----f- 1-----'--L------tT a a'• Q dq 9 I v v I (-----f— —i- --j-------T--------I--i---I�W I p a •° a as „ L_ _J-- J I I I I IL 4-- J L� -� f BOLLARDS, a 3 4 a a II , q. a 4 d• I I I I I I SEE ARCH. S101 a , ° q • a ° 4 (2) NEW HSS8x6xa, SEE (2) NEW HSS8x6xj, SEE .a 5/S301 FOR DETAILS 5/S301 FOR DETAILS q °rl ° a Q I , .q a . A.* n q o ° 2 .4 .9 3 3.5 3.8 4 4.5 EXISTING TILT UP 0 .a . 10 10 s s CONC. WALL AND a o s201 sz01 FOOTING N I I -- S301 � S301 ------- - — — — — - __---.-_----------- ---- ------ -- -- �__-------__----------------- ----_ I A 'J M: ..I NEW OPENING s-- N<{W OPENING e} -- szol I f12'-0" COORD. W/ ARCH, 3201 INDICATES EXISTING t8'-0" COORD. W/ 5201 A p L ®' — ®� INFILL OF TILT—UP A CH, L -- 60x80 7 FOUNDATION AND SLAB PLAN F60x8O L CONC, WALL MATCH EXISTING I 5101 SCALE: 1/16"=1'-0" } (MATCH EXISTING B/FTG ELEVATION) I B/FTG ELEVATION) I BOLLARDS, I (I o i SEE ARCH. } NOTES: I 1, TOP OF FOOTING — T.O.F. O REFERENCED FROM FIN. FL. ELEV. (SEE CIVIL) (0'-0"). 2. TOP OF EXTERIOR FOOTINGS (-1'-4") TYPICAL UNLESS NOTED OTHERWISE. 3. CONTRACT DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS. 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS & DIMENSIONS OF } 1 I DEPRESSIONS. I S202 _ 5. SEE SHEET 3001 FOR GENERAL NOTES. NEW HSS 8x8x _ _ .. r , 6. STEP DENOTES FOOTING STEP. SEE 6/S201 FOR DETAIL. } I TYP OF (4) I I — I o w ; 7. SEE 2/S202 FOR TYPICAL DETAIL TO INFILL EXISTING CMU WALL OPENINGS. } 8. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING - --- - - - CONSTRUCTION OR FABRICATING MATERIALS. } I �----- 9. SEE 2/S201 FOR BASEPLATE SCHEDULE. 4� L J ------------------------------------- -------- FSO r F70 NEW 6" SLAB ON GRADE (3000 PSI) ' REINFORCED W/ #3 ® 12" O.C. (3" CLR ' OFF BOTT.) EACH DIRECTION ON 10 MIL. VAPOR BARRIER OVER 4" COARSE ; SAND DRAINAGE FILL. CONTRACTOR TO ' I , ADD DEDUCTIVE ALTERNATE IF :EXISTING SUB—BASE IS SAND. COORD ELEV. & I ;' EXTENTS W/ ARCH. & CIVIL. , --------------------------- -------------------------------------------------------- ------------------------------------------------------------ f I , Q 1'-434»Iszol 6J , 1� • 1 1� • : 11 www.IIttIeonline.com This drawing and the design shown are the propenty of Little Diverr-ed Architectural Consulting. The reproduction, copying or other rise of this drawing without tbeir written consent is prohibited and any iifringetwent will he subject to legal aclron o Little 2016 DECON 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 W 12 Zm Zw 0 amow'' W o _j . Q14L W A N _ u iu 1 t 11 1 1 ZQ t ! \L P./ O ' 'L No. t 149 • s ®: STATE OF 4d/ ORI PROJECT TEAM eRINUVAL IN CHARGE DANIEL WRAY, P.E. PROJECT MANAGER BRYAN STARR, P.E., S.E., DRAWN BY COLIN MANNING ISSUE, �,:REMSIONS NO. I REASON DATE FOUNDATION PLAN . : DETAIL ?ROJECT NO. e0 SS(!E,'/ DATE.SHEET NUMBER FOR E Q rn Q-) N c� 0 N LO C c� U U) �I u_ I R 0 0 c� U) a U c� L U) L w (D c c W LL E 0 ,r U) 0 Q m co N r 0 U 0 06 L- 0 Q I ,Q LL 0 0 w l Q) ry U 291'-0° --- - , ( 45'-0 45-0" — 45'0" I � L " � 45'-0" y 33'-8/V4" � 41'-334" � 1 NEW 11" 22 GAGE GALV. METAL DECK ssoz SEE 1/S301 ;CL s�oz i 36'-0" 13-734" ' 0 1 CL 0 1 2 �} 9 3 3.5 3.8 4 4.5 5 5.1 6 U RO L ,A TIG A OFF MING PL/4 (�3 ►� ROOF FRAMING PLAN S102 SCALE 3 16"=1'-0" S 102 SCALE: 1/16"=1 0 NOTES: 1.. ALL ELEVATIONS REFERENCED FROM FIN. FLR. ELEV. (0'-0") �� CONTRACT DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS. 3. SEE SHEET 5001 FOR GENERAL NOTES. 4. DO NOT SUPPORT ANY PLUMBING, MECHANICAL OR FIRE PROTECTION EQUIPMENT FROM JOIST BRIDGING. 5. SEE 2/S301 FOR ROOF OPENING AND RTU SUPPORT FRAMES, G.C. TO COORDINATE SIZE AND LOCATION OF FRAMES. 6. ALL MECHANICAL UNIT CONNECTIONS TO SUPPORTING STEEL TO BE DESIGNED AND FURNISHED BY SUPPLIER TO RESIST ALL LOCAL WIND AND SEISMIC LOADS. SUBMIT SIGNED AND SEALED CALCULATIONS FOR APPROVAL. 7. PROVIDE DIAGONAL AND UPLIFT BRIDGING AS REQ'D PER SJI SPECS AT ALL NEW JOISTS, 8. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION OR FABRICATING MATERIALS. 9. NEW RTU'S SHALL BE PLACED ON EXISTING CURBS, AND WEIGHT MUST BE LESS THAN EXISTING. IF OTHERWISE, NOTIFY ENGINEER. www.IittIeonline.com This drawing and the design shown aro the property of little Diversified Architectural Consulting. The roproditclion, copying or other use of this drawing wilhout their written- consent is prohibited and any it fringetnent will be subject to legal action. © Little 2016 mmsm E ASM Rm %ARKS .1.4 W21 x44 (+17'721' DRIVE SUITE 400 SMYRNA, GA 30080 iff is 2 CSI � 0 5302 30K12 i �--77 A 0. 00 -{-� CN _ N O ?: ���,��auutat�ua�,���, �`x p����i � MIX OF NA 3OK12 PRINCIPAL IN CHARGE DANIEL WRAY, P.E. PROJEcr MANAGER BRYAN STARR, P.E., S.E. DRAWN BY COLIN MANNING NO. REASON DATE N - 30K12 - ....................................... 7 ....................................... SHEEtTITLt ROOF FRAMING PLAN & DETAILS • 121-5505-00 FOR W24x55 +16 —11 01.14.16 Fs sso� W21 x44 (+16'-104") i i 1 NEW 11" 22 GAGE GALV. METAL DECK ssoz SEE 1/S301 ;CL s�oz i 36'-0" 13-734" ' 0 1 CL 0 1 2 �} 9 3 3.5 3.8 4 4.5 5 5.1 6 U RO L ,A TIG A OFF MING PL/4 (�3 ►� ROOF FRAMING PLAN S102 SCALE 3 16"=1'-0" S 102 SCALE: 1/16"=1 0 NOTES: 1.. ALL ELEVATIONS REFERENCED FROM FIN. FLR. ELEV. (0'-0") �� CONTRACT DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS. 3. SEE SHEET 5001 FOR GENERAL NOTES. 4. DO NOT SUPPORT ANY PLUMBING, MECHANICAL OR FIRE PROTECTION EQUIPMENT FROM JOIST BRIDGING. 5. SEE 2/S301 FOR ROOF OPENING AND RTU SUPPORT FRAMES, G.C. TO COORDINATE SIZE AND LOCATION OF FRAMES. 6. ALL MECHANICAL UNIT CONNECTIONS TO SUPPORTING STEEL TO BE DESIGNED AND FURNISHED BY SUPPLIER TO RESIST ALL LOCAL WIND AND SEISMIC LOADS. SUBMIT SIGNED AND SEALED CALCULATIONS FOR APPROVAL. 7. PROVIDE DIAGONAL AND UPLIFT BRIDGING AS REQ'D PER SJI SPECS AT ALL NEW JOISTS, 8. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION OR FABRICATING MATERIALS. 9. NEW RTU'S SHALL BE PLACED ON EXISTING CURBS, AND WEIGHT MUST BE LESS THAN EXISTING. IF OTHERWISE, NOTIFY ENGINEER. www.IittIeonline.com This drawing and the design shown aro the property of little Diversified Architectural Consulting. The roproditclion, copying or other use of this drawing wilhout their written- consent is prohibited and any it fringetnent will be subject to legal action. © Little 2016 mmsm E ASM Rm %ARKS .1.4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 iff is CSI � 0 W0 -JLL *L4 a � FliO W �. A 0. 00 LLz CN _ N ���,��auutat�ua�,���, �`x p����i � MIX OF NA 11111111 PROJECT TEA PRINCIPAL IN CHARGE DANIEL WRAY, P.E. PROJEcr MANAGER BRYAN STARR, P.E., S.E. DRAWN BY COLIN MANNING NO. REASON DATE ........................ ....................................... ....................................... ....................................... SHEEtTITLt ROOF FRAMING PLAN & DETAILS • 121-5505-00 FOR CONST. S 102 01.14.16 CL d; N � c6 1 L r c c� U V/ JI �I 0 -o c m U) a U L c..3 U) L a) w J Ll.. 0 cu 0 0 c� c") co cv 0 0 015 L- 0 0 0 0 - (�4 , U EXISTING OPENING INFILL W/ 60OS162-43 METAL EXISTING OPENING STUDS @ 16 O.C. W DEFL, NEW OPENING IN TILT UP WALL _ INFILL W1 60OS162-43 METAL HEAD AT TOP, . W. I L , I L „ " O.C. W/ DEF COORD. W. ARCH I I COORDWARCH t 16-0 COORD W/ ARCH STUDS @ 16 I I HEAD AT TOP, I # I ------------ ----------- (2) NEW HSS10x6x3/8 _ I I j I I I TYP. s I - - 0 -----h------ + -------I ----------------------- - --------F---- ---------------------------------------------------.--- 1 I I I I I I ------------------------------ -----�_______-_ l ---=--- I ---------- EXISTING LOW BEAM ----------_^-------' I EXISTING LOW BEAM --=---ROtL€[?-1=fSS"8x8x — -y ---=------------- ------ - ---------- ----------'--------------------------------------- -------- -- ! --- ------------------------ I I I I I I I I I I I I I I I I -------J cv �?EXTERIOR PAVING, I I L ------- ------ EXTERIOR PAVING, , SEE CIVIL I I I i # I SEE CIVIL -------\,I # -----I------ # i i i ------T------ — - — - - — - — - — - # I I 1 I 1 I I I I I I I --- I----'_—_—J------L--- - ' —_ — _-� J—_—_— _-_ —J---_-------------1 - I J—__ W _— _---f --- --- I-------------- -f ---- -----+ --_----------------I -L -- ----II I _— —_'_ ------_ _ I-------------F--------r'--------I- — - — - ----- ---I----= --- --------; - --L- —_ i--- I I I II I I I I # I I I I I I I I I I I I I I I # I I II I I I I , I I EXISTING FRONT EXISTING FRONT I I I I t I I I I I CANOPY COLUMNS I I I I I I I I I I I I CANOPY COLUMNS I I ----- AND FOUNDATIONS L_------ -----= J I I I I I# I AND FOUNDATIONS I-------- ------- L ----1 3I 4y4 » I 1'-10y» 20'-6%" g' -1y8" 20'-7y8 I 24'-0%" , I 26'— 4yg 18, —778 ' - I 118'6- I , I 4.J FROWU ENN'TR"gr FOWINDAT10immu PLAN' S 103 SCALE: 1 /4>,=1 -0„ EXISTING 1OK1 JOISTS @ 5'-0" O.C. EXISTING 10K1 JOISTS @ 5 -5j 0.C, TYP. EXISTING 10K1 JOISTS @ 5'-0", O.C. f I EXISTING TILT UP I EXISTING HSS12x6x # CONC. WALL AND (E) HSS6x6xj COLUMN W/ , I @EXIST. J.B.E. t24'—O" (E) HSS12�6xi COLUMN. FOOTING. NEW HSS6x6xjSTUBCOLUMN I E HSS6x6x COLUMN � E S5 6 S 6 I # ABOVE I {) i NEW H 6x xi (E) H S12x xi COLUMN W/ V.I.F. W/ NEW H S12x6x W NEW HSS6x6x STUB DIAL. BRACE � NEW HSS 14x10x� LINTEL T/STEEL .COLUMN A�OVE � # / � NEW HSS12x6xj .COLUMN # I , COLUMN ABOVE ::. � Z::ABOVE , f11 -8� COORD. W/ -ARCH , , E HSS12x6x J.B.E. E HSS12x6x J.B.E. I (E) HSS12x6xj (J.B.E.) E HSS12x6x J.B.E. E HSS12x6x J.B.E. ' # I I ¢ �w $ I I Q W I # I I ---- -- NEW HSS6x6x I I I o sso2 m w I DIAG. BRACE -' I I I I -; I I I I I NEW HSS6x6x I X W STUB COLUMN IINEW HSS6x6x NEW HSS6x6x " I w N a NEW HSS8x6xi (T/STEEL 44' 4 ») (oo cocXJ---DIAG. BRACE DIAG. BRACE p cX -' x I AND HSS6x6x DIAG. I I I � o in° I I I f o i° I I I I NEW HSSBxfix� (T/STEEL 44'-4�") w � I I HIGH (E) HSS8x6x I ( ) z � I HIG (E) HSS8x6x X va .'.ANO HSS6x6xj _(DIAG.) I � 00 (T/S�EEL 35 —4) ''' NE HSS6x6x j w = „ I I I cD ,-.� r, (T/ TEEL 35 —4 ) vii LOW E) HSS6x6xj�w w C LUMN EXTENSION a w LOW (E) HSS6x6xjluo to s (DIAG) I I I I I T m NEW HSS6x6x PE 7/S302 m� DIA � w NEW HSS12x8x �' o COLUMN EXTEND SION NEW HSS12x8x I I I I 1 ( �) I I 1 1 o 0 o NEW HSS12x8x (T/STEEL 44 4 )� PER 7/S302 / (T/STEEL 44'-4j") (T/STEEL 44 -4j" HIGH (E) HSS12x6x (ROLLED) HIGH (E) HSS12x6x (ROLLED) HIGH (E) HSS12x6x (ROLLED) LOW (E) HSS12x6x � (T/STEEL 27�11j) __-_-� T _LOW (E) HSS12x6xj (T/STEEL 27_11) _--- - LOW (E) HSS12x6x ) �_ {T/STEEL 27'-11j»)--,_--- (E) HSS12x6xj (T/STEEL 25'-11j„) - — - (E) HSS12x6xj (T/STEEL 25'-11j») ssoz (E) HSS6x6xj STUB COLUMN L6X6Xj SEE 5/S302 ssoz EXISTING W16x77 COLUMN L6X6Xj SEE 5/S302 I EXISTING W16x77 COLUMN (E) HSS6x6xj STUB COLUMN # I W/ NEW HSS6x6xj STUB (T/STEEL 27'-11j") (T/STEEL 27'-11j„) W/ NEW HSS6x6xj STUB l EXISTING HSS6x6x� COLUMN ABOVE EXISTING HSS6x6xj COLUMN ABOVE ' COLUMN TO BOT. OF COLUMN TO BOT. OF I ROLLED TUBE ROLLED TUBE 4y4” 1'-1 Oy 20'-63/8» I 6,_ly„ 20'-7y8" 24'-05/8” — 8 y I 18, 77 » I , 8 �8 E I # - _ I 1 L.9 3� 3.5 3,8 4.5 5 5.1 S103 SCALE: 1/4 "=1'-0 0. ti N co 0 N Lo c w cn -�o L v/ J H 0 c cu U) U c� L U L VJ L c W Il.• L Q r� U) CDO 1 N r-• L O U 06 L 0 _0 5 l 73 O O N cu +- cu i "w RE 1 FOOTING SCHEDULE DESIGN BEARING CAPACITY = 2000 PSF (ASSUMED) MARK SIZE THICKNESS REINFORCING 9 #6 x 6'-6" EA. WAY BOTT. F70 T-0" x T-0" 2'-0" 9 #5 x 6'-6" EA. WAY TOP #6 @ 10" O.C. EA, WAY BOTT. F60x80 6'-0" x 8'-0" 2'-0" #5 @ 10" O.C. EA. WAY TOP SOILS LABORATORY SHALL VERIFY BEARING PRESSURE AT BOTTOM OF EACH FOOTING PRIOR TO PLACING CONCRETE. STRUCTURAL FILL SUPPORTING SLAB OR FOOTINGS SHALL BE PLACED IN MAXIMUM 8" LIFTS, WITH EACH 8" LIFT TESTED BY LABORATORY FOR COMPACTION LISTED IN GENERAL NOTES. FOOTING DESIGN BASED ON AN ASSUMED ALLOWABLE BEARING CAPACITY OF 2000 PSF. 0 0 N C7 0 0 X/2 X/2 A36 ANCHOR BOLT W12 NUTS AND WASHERS EACH U.N.O.- SEE SCHEDULE FOR SIZE PROJ. EMBED, COLUMN BASE PLATE GAGE ANCHOR BOLT NON -SHRINK GROUT THICK. X Y Gx Gy DIA. PROJ. E:MBD. HSS8x8 1" 16" 16" 12" 12" 1" 6" 12" 2" DO NOT RUN REINFORCEMENT THROUGH CONSTRUCTION JOINT PREVENT BOND\ w� wa V) UL - V8"O SMOOTH DOWEL - 1'-6" LONG @ 12" O.C. MAX. - COAT ONE END W/ GREASE TO PREVENT BOND - CENTER IN SLAB - REBAR, SEE PLAN FIN_ FL. (0'-0'� COIF STOP EVERY OTHER BAR IWHERE CONTRACTION JOINTS I ARE TO BE SAW CUT w Q f- w J SAW CUT CONTRACTION JOINT. 1/8" WIDE MAX. REBAR, SEE PLAN FIN. FL. EXISTING SLAB ,�� NEW SLAB WO SMOOTH DOWEL - 1'-6" LONG @ 12" O.C. MAX. - COAT ONE END W/ PREVENT BOND I GREASE TO PREVENT BOND - CENTER IN SLAB DRILL AND EPDXY 6 INTO EXISTING SLAB rr I REBAR, SEE PLAN FIN. FL. (0'--0") w Z F' • - wQ U) J a BASE PLATE G�� BELOW— 'S CONSTRUCTION OR CONTROL JOINT 1/8 NEOPRENE MATERIAL SEE SPEC. _ERIOR COLUMN ` EDGE OF SLAB rrr� ri rrr EXTERIOR COLUMN CORNER COLUMN JOINT AT EXISTING SLAB 1 FOOTING SCHEDULE COL. BASE PL. & ►� CI"I. LT SCI"IED. SLAB ON GRADE JOINT DETAILS NEW SLAB ADJACENT TO EXISTING � TYPICAL ISOLATION JOINT 5201 NO SCALE S201 NO SCALE 5201 SCALE: 3/4"=1'-0" S201 SCALE- 3/4" 1'-0" 5201 NO SCALE EXISTING GONG. OR CMU WALL L. 2xSTEP MIN. EXISTING SLAB" EXPANSION JOINT MATERIAL DRILL AND GROUT NEW OPENING a USING HILT HY200 NEW CONC. SLAB, SEE PLAN 1 I cn DRILL AND GROUT NEW VERT. REBAR SYSTEM OR r FOR REINF. AND DETAILS USING HILT HY200 SYSTEM, OR FROM WALL APPROVED EQUAL NEW FOOTING ` FIN. FL. 0 0" EXISTING SLAB — I APPROVED EQUAL -----,,,I ----S-r —� NEW SLAB, SEE LAP 36 BAR I i I PLAN TYPICAL TE 2 1'-6" L w — — -- MATCH BOTTOM OFmik NOTE: EXISTING FTG. CONTRACTOR SHALL COORDINATE/VERIFY CONC. LOCATION OF FOOTING STEPS WITH FINISHED rr GRADING PLAN. PROVIDE l'-4" MINIMUM EXISTING FOOTING 12 BAR. 0 (12 MIN.) SEE FOOTING SCHEDULE DOWELS PER 4/S201 WALLING COVER ABOVE FOOTING. FOR REINF. SIZE AND EXISTING FOOTING SPACING E TYP. FTG" STEP VERT REBAR INTO EXISTINGFi'G 0 O1. REBAR INTO EXISTING FTG 9 NEW SLAB AT EXISTING ALL rl0 DOOR' THRESHOLD S201 NO SCALE S201 " " SCALE= 3/4 1 —0 S201 SCALE— 3/4" » 1'-0" S201 NO SCALE S201 SCALE: 3/4"=1'-0" 3 C R. SEE CIVIL » 5 @ 18 . HORIZ. @ WALL - CENTER LINE x #5 @ 18 VERT. CD W/ DOWEL TO FTG. w FREE DRAINING GRAN UAL FILL WRAPPED IN MIRAFI FABRIC 3z 0 EXTERIOR GRADE OR PAVING F- T CENTERLINE AT _ 30'-0" O.C.~I x MAXIMUM I w CONT. 2x4 KEY— CLASS B LAP HOOK BARS AT #4 @ 18" O.C. HOOK CAST IN' PLACE I - TURNED DOWN SLABS 30" CONC. WALL L- p cr //5 x 2'-0" # SEE CIVIL SLAB REINFORCING, I J c� o f- n ®18 O.C. o w Q SEE PLAN N 3„ CLR. •: �n w Z ¢ (2) CONT. TOP. w #5 (n J ::/ O p Z 2 5 CONT. BOTT. O# TERMINATE ALTERNATE » HORIZONTAL BARS 2" EACH SIDE ' 12" (2) #4 CONT. e. BOTT. DETAIL. AT 2 -6 OF CONTROL JOINT CENTERLINE - REMAINDER OF BARS CONTINUOUS THROUGH JOINT RETAINING ALL 11 TURNED DOWN SLA 1 AT TRUGK RAMP 1 TYPICAL ALL CONTROL JOINT DETAIL S201 SCALE: 3/4"=1'-0" S201 SCALE: 3/4"=1'--0" S201 F01111DATION DETAILS PROJECTNO,, e SSUE /:,:DATE SHEET NUMOER FOR CONST 1 • _I SEE ARCH. STEEL COLUMN SEE PLAN ENCASE BASE OF a' COLUMN IN 4000 PSI CONCRETE, COORD. W/ ARCH. DWGS. #3 TIES AT-- : '°, 8" 0. C. ` (5) #3 VERT 0 EQUALLY SPACED EXPANSION SEE PLAN I I MATERIAL ALL AROUND x—x X1 LEIPROVIDE 3" MIN. CONC. I I �' ` COVER AROUND BASE PLATE AND ANCHOR BOLTS 2" NON—SHRINK GROUT 3" CLR. IT � w w a •_A SEE FOOTING SCHEDULE FOR o ~ SIZE & REINFORCING CO �w U o U M COLUMN BASE �j� AT PR® LOADING CANOPY S202 SCALE: 3/4"=1'-0" Q.. •d - CV O N L C -a U U U) I J LL 'OI L 0 c U) l Q U cu U N C 0) C w LL . L 0 4-- CD VJ C) c� co c9 d - N 0 U N 06 ' L 0 0 LL 0 O ry U EXISTING JAMB RI DO NOT DAMAGE, RE GROUT JAMB AFTER BLOCK INSTALLATION EXISTING MASONR OR CONCRETE WP NEW MASONRY IN MATCH EXISTING MASONRY SIZE Al LAP WITH EXISTIN WALL, DO NOT DAMAGE EXISTING JAMB REBAR NO. REASON DATE ....................................... SHEET TIVE FOUNDATION DETAILS R • 121-5505-00 E O.. 00 CV r-- 0 N L r -a L UI J LL I -O L O 0 C U7 Q U L ' U w c c w J ILL 0 C: cu U) 0 a c� NT 0 U Q) Od L C C LL C `c - a a a z s u C: _ 36" COVERAGE W U C) CD 6„ 2Y2" z z ¢OZ Q <`' x u < < ¢ Y I— Ld ¢ <Z1— U cn V)w z o 00 WELD PATTERN w w C) – -w --. so-- 36/5 o cn \\—SIDE LAP CONNECTORS @ 12" O.C. BETWEEN JOISTS DECKING ATTACHMENT WELD PATTERN AT SUPPORTS DECK TYPE ......... B DECK GAUGE ...... 22 GA. DECK FINISH ....... GALVANIZED NOTE= NOTE- NOTE: PROVIDE FRAME FOR ALL PROVIDE JOIST STIFFENERS PER NO NEW LOADS SHALL BE PLACED ON OPENINGS 4" OR LARGER 3/S301 AT ALL RTU FRAMES IF EXISTING ROOF JOISTS THAT EXCEED NOT CURRENTLY INSTALLED. THOSE CURRENTLY INSTALLED. OOF OPENING COORDINATE W/ ,RCH. OR MECH. FOR EXACT OCATION AND OPENING SIZE TYP. 3/16 2" –NEW L7x4x3/8 x 6" LONG OVER JOIST L5x3x1 /4 (LLV) 1/217 4 SIDES OF OPENING --------------- -------- --- 4" II I ADD L1Y4xlY4x)'4 STIFFENER EACH NEW OR EXISTING STEEL BAR JOIST EXTRA LOAD–TOP CHORD I- 1. 3" STIFF NOT REQ'D 3" 3" STIFF 0 EQ'D I . Pw. ttIeonIine.com This drawing and the design shown are the property of Little Diversified Arcliitedrtral Consulting. I he gioduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © Little 2016 I UP –. .- I ----------------------- 1 L4x3xj, CLIP CORNERS —= '�� SIDE OF JOIST - SEE PLAN FOR WELD PATTERN AT ALL SUPPORTS AND AT ENDS 2A AND FIELD WELD TO WITH 5/8" DIAM. PUDDLE WELDS ssol JOIST EXTRA LOAD 2233 LAKE PARK / q BOTTOM CHORD DRIVE SUITE 400 COVERAGE SMYRNA, GA 30080 PROVIDE SIDELAP CONNECTORS SPACED PLAN VIEW OF DECK ATTACHMENT AT 12" O.C. BETWEEN JOISTS. EXISTING JOIST PROVIDE L24x2jxj STIFFENER STIFFENERS ARE NOT USE #10 TEK SCREWS TYP. NEW OR EXISTING ANGLES FOR JOISTS THAT REQUIRED FOR POINT STEEL BAR JOIST ARE 30" OR DEEPER. LOADS LESS THAN 200# TYP. FRAME FOR ROOFLOA® ON JOIST � 1 ROOF DECK AT7TACHEMENT TAILS OPNGS TU CUR SUPPORT 2A SECTION EXTRA S301 NO SCALE S301 NO SCALE S301 NO SCALE �01 NO SCALE EXISTING TILT–UP WALL PANEL EQ EQ 5 5301 • : 1-1 /2" TYP. 00 J.B.E. VERIFY IN FIELD Lu ^ � j _ NEW OPENING LL U 00 SEE SCHEDULE PLATE @ 4'-0 O.C., i i a I I I I EXISTING TILT–UP I I (� � saol WALL PANEL W 2 HILTI HIT–HY200 ADHESIVE JAMB REINF. ANCHOR PLATE HSS10x6x3/8 PL 3/8"x3"x1'-0" HSS 8x6x3/8 PL 3/8"x3"x1'-0" HSS 8x6x1/4 PL 3/8"x3"x1'-0" ANCHOR: 5/8" HAS ROD, _ ' ' I 4" EMBEDMENT EXISTING TILT—UP WALL PANEL I , I I JAMB REINF, SEE PLAN NEW JAMB REINFORCEMENT,. I I (CONN. PL'S NOT SHOWN). SEE PLAN JAMB REINF, SEE PLAN I I 2'_0„ TYP. _ t 21-0" 1-0 �i7: MIN. Q ; STATE OF -,• IF PANEL JOINT IS WITHIN 2'-0"l . OF NEW JAMB, NOTIFY ENGINEER ��,•.p R 1D,�•��.�� �����iy/0(V PRINCIPAL IN CHARGE DANIEL WRAY, P -E- ................................................... OPENING > 7-• GEIL r5A� ALTERNATE ®TING ®ETAI L T NEW OPENING 5301 NO SCALE J TYPICAL ALL REINFORCING DETAIL AT S301 NO SCALE NEW OPENING 6 5301 TYPICAL WALL REINFORCING ELEVATION AT NEW NO SCALE a A a HSS14x10x3/8 PL 3/8"x3"x1'-8" 4 °A 1 4 • A NO. REASON DATE . _ t 21-0" 1-0 �i7: MIN. Q ; STATE OF -,• IF PANEL JOINT IS WITHIN 2'-0"l . OF NEW JAMB, NOTIFY ENGINEER ��,•.p R 1D,�•��.�� �����iy/0(V PRINCIPAL IN CHARGE DANIEL WRAY, P -E- ................................................... OPENING > 7-• GEIL r5A� ALTERNATE ®TING ®ETAI L T NEW OPENING 5301 NO SCALE J TYPICAL ALL REINFORCING DETAIL AT S301 NO SCALE NEW OPENING 6 5301 TYPICAL WALL REINFORCING ELEVATION AT NEW NO SCALE LRO,LCIMANA , P.E., S.E BRYA.N STARR... ................... • ........................ ...... . DRAWN I3Y COLIN MANNING PL 3/8"x3"x1'-6" HSS14x10x3/8 PL 3/8"x3"x1'-8" /�AEAMONS NO. REASON DATE . PLATE ® 24" O.C., EXISTING TILT—UP - SEE SCHEDULE WALL PANEL SEE PLAN � 5/16"STIFF. PL EA. I I �— SIDE' OVER COLUMN I I (2) HILTI HIT—HY200 ADHESIVE ANCHOR: I I I I ....................•................ 5/8" HAS ROD, 4" EMBEDMENT NEW STEEL LINTEL, SEE PLAN w I EXISTING HSS12x6xi I ROLLED BEAM, ABOVE EXISTING HSS6x6x NEW HSS12x6xj I BEAM, ABOVE COLUMN dh NEW HSS6x6xj KICKER (2) NEW L4x4x4x0 –6 AND GUSSET PLATE NEW LINTEL ANCHOR PLATE HSS10x6x1/4 PL 3/8"x3"x1'-4" HSS12x6x3/8 PL 3/8"x3"x1'-6" HSS14x10x3/8 PL 3/8"x3"x1'-8" Of w BEAM -SEE PLAN (AT 3 LOCATIONS) j (2) NEW L6x6x o » 5/8" CAP PL W/ CONTINUOUS FRAMING , (4) s"O BOLTS DETAILS o� I I COLUMN _ SEE PLAN jy NEW OPENING 7 TYPICAL HEADER REINFORCING TAIL AT NEW OPENING BEAM CANTILEVER DETAIL S301 SCALE: 3/4"1'-0" 5301 NO SCALE E cs� 0 N L t -- ca U. rr1-- ^^ vJ I J LL "O L 4- c x ``cnu �./ ) U m c.� a cn L Qi L1J J LL Z7 . L 10- U) U) 0 0 c; co �t N L 0 U 06 0 0 LL 7 0 0 ry co _N m i U J" CONT. BI FOR FRAMII\ ATTACHMEN T.O.S. SEE PLAN FRAMING BY OTHERS, SEE ARCH. DWGS J.2 A Y ALL EXTERIOR STEEL TO BE GALVANAIZED REPLACE KICKER W/ NEW HSS6x6xj KICKER NEW HSS6x6xj KICKER TO SIDE PARAPET TO FRONT PARAPET, L3x3xj CONT. EDGE 3 SIDES NOT SHOWN FOR s SLOT AT GUSSETS 2 1/2" ANGLE SPLICE AT SEE PLA 1 /8 2�� CLARITY, SEE 8/S302 saoz / I I JOISTS. AND SUPPORTS, 1" MITER CORNERS, BUTT L4x4xj x 0'-8". 1 4 I I 1 /4 4 ,� METAL DECK, / TYP. WELD. AT ALL SPLICES SEE PLAN LOCATE ATA "CAP PLATE /' 1�4 TYP. / dETAL DECK, L3x3x4 CONT. EDGE PANEL POINT -- )EE PLAN ANGLE SPLICE AT TYP. 1/4 I I NEW HSS6x6A KICKER JOISTS AND SUPPORTS, i NEW GUSSET �� 1/4 I I TO SIDE PARAPET MITER CORNERS, BUTT PLATES e WELD AT ALL SPLICES- ______ ______ -TYP. 1 4 4" ------ NEW GUSSET PLATES 3/16 2-12 WORK POINT / �/ � � 1 4 4" TYP. NEW HSS6x6xj STUB ¢ <i� REMOVE EXISTING L3x3xj OUTRIGGERS AND FRAMING BY COLUMN, SLOTTED FOR :2``",�I L OTHERS SEE GUSSET PLATES I HSS6x6xj KICKER AND ------ ---- __�__, �GUSSET PLATE AND KICKERS @ 4'-0" O.C. MAX. NEW HSS6x6xjSTUB TO SUPPORT DECK EDGE ARCH. DWGS o �--" COLUMN ANGLE REPLACE W/ NEW NEW HSS6x6x� KICKER STEEL FRAMING,' ' SEE PLAN ROOF DECK CJP TO FRONT PARAPET EXISTING HSS6x6xl (REPLACING EXISTING) " CONT. BENT PL EXISTING EXTERIOR WALL CONT. J" BENT PLATE L3x3xj KICKER AT EACH COLUMN FOR FRAMING (LLH) FOR FRAMING JOIST W/ J" CONNECTION .—.. _ � ATTACHMENT ATTACHMENT ___ L3x3xj KICKER AT 5'-0" O.C. PLATE AND ERECTION BOLT MAX. W/ �" CONNECTION AT BOTTOM PLATE EA. END RACK SECTION 9-%Nr%ILM T/STEEL (44'— NE TYF T/STEEL (35'— EXIST T/STEEL (J.B.E v CONTRACTOR MUST SHORE V EXISTING PARAPET AS REQUIRED PRIOR TO DEMOLITION OF EXISTING PARAPET FRAMING NOTE: 6 NEW WINGWALLS LOADS SHOWN IN F T PA PET LOADS SHOWN IN � K'�K��► � WIN W�d.� FACTOREDO RWN FDN S302 SCALE: 3/4"=1'-0" FACTORED LRFD $ 02 $CALE:.3 4"=1'-0" FACTORED LRFD 5302 SCALE: 3/4"=1'-0" if DETAILS 2ROJECT N0. 1 SSUE'/DATE SHEET NUMBER FOR CL 0 N d' c� 0 O T_ n c— a 0 U J LL 0 U) 0 0 0 NOTE: DEMOLITION OF EXISTING SYSTEMS SHALL BE SAFE. CONTRACTOR SHALL COORDINATE THE FOLLOWING PRIOR TO DEMOLITION: — POWER IS TO BE DISCONNECTED BY A LICENSED ELECTRICIAN. — DOMESTIC WATER TO BE SHUT OFF TO EQUIPMENT BEING WORKED ON OR REMOVED. — FIRE SPRINKLER SHUT DOWN TO BE COORDINATED WITH LOCAL FIRE MARSHAL — INTERRUPTION TO UTILITIES SHALL BE COORDINATED WITH LANDLORD. 20 GA. GALV. METAL OVER 15# FELT FIRE RESISTANT 3/4" PLYWOOD SHEET METAL SCREWS TO CURB (TYP) 1/2" DIA. STEEL SECURITY RODS RIGIDLY WELDED TO FRAMING 6" O.C. MAX. SPACING EACH DIRECTION. TYP )ROOF CURB COVER 2- SCALE N.T.S. NOTE: INTERIOR & EXTERIOR DEMOLITION AND SLAB REMOVAL DEMOLITION CONTRACTOR SHALL VERIFY WITH MECHANICAL IS BY GENERAL CONTRACTOR. AND PLUMBING CONTRACTOR FOR EQUIPMENT, DUCTWORK, PIPING, CONTROLS SALVAGING PRIOR TO DEMOLITION AND REMOVAL OF EXISTING SYSTEMS. 1 I I I I I I C6 Cis `cry; cil� WALL LOUVER WALL LOUVER YF i 5. ..5-a, .__ - -1 EXHAUST FAN 1 IT DEMO (TYP.7) 11 II I I I13 n II II RTU -3A L __— — = J - O RTU -3B -..-.................. I EXHAUST j I I i I I I RTU -1 B IRTU-6 1 3 AC -1 3 3 d i i I 41 V r` f l COORDINATE EQUIPMENT REMOVAL AND SALVAGE — �.:: �_.__ WITH FLOOR & DECOR AND LANDLORD. -- _ W i i 1 r I I I I I I I MECHANICALDEMOLITION SCALE: 1/16° = T—OA T INSUL. ON TY RODS DEMOLITION NOTES 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND SHALL BE FAMILIAR WITH THE LIMITS OF DEMOLITION REQUIRED FOR ALL TRADES. COORDINATE DEMOLITION WITH REQUIREMENTS OF NEW CONSTRUCTION PRIOR TO INITIATING WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPLETE REMOVAL AND DISCARDING OF ALL DEMOLITION WASTE INCLUDING ANY UNFORESEEN ITEMS WITHIN THE SCOPE OF THE PROJECT. 3. CONTRACTOR SHALL COORDINATE DEMOLITION OPERATIONS WITH CONTINUING OWNER OCCUPATION OF ADJACENT SPACES. ALL DEMOLITION WORK TO BE COORDINATED WITH OWNER AND CONDUCTED UNDER CONTROLLED CONDITIONS. 4. REPAIR/PATCH AS REQUIRED FOR DEMOLITION OF VARIOUS CONSTRUCTION ITEMS. VERIFY AND COORDINATE ANY REQUIRED OPENINGS WITH RESPECTIVE TRADES. FOR ANY WORK THAT SHALL OCCUR OUTSIDE OF DEMOLITION AREA, CONTRACTOR SHALL RETURN SPACE TO ORIGINAL CONDITION. 5. PROPERLY CAP, PLUG AND CONCEAL ANY PIPING LEFT IN PLACE. CAP ABANDONED SEWER PIPING A MINIMUM OF 8" BELOW FINISH FLOOR PATCH AND REPAIR SLAB. 6. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL NOT USED WATER PIPING, WASTE AND VENT, DUCTWORK, EQUIPMENT IN THE REMODEL AREA. 7. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH OWNER REPRESENTATIVE FOR WHETHER TO DISPOSE HVAC OUTLETS REMOVED OR RE -USE. 8. DEMOLISH EXISTING AS REQUIRED PER NEW CONSTRUCTION AS DIRECTED BY ARCHITECT AND/OR AS NOTED ON DRAWINGS, AVOID DISRUP11ON OF SERVICES DURING BUSINESS HOURS (IF APPLICABLE). ALL SYSTEM SHUT -DOWNS AND DISRUPTION OF SCHEDULED AFTER NORMAL BUILDING HOURS OR AS OTHERWISE APPROVED BY OWNER. 9. PRIOR TO DEMOLITION FIELD VERIFY AND IDENTIFY ANY EXISTING EQUIPMENT TO REMAIN IN SERVICE THAT IS SERVED BY SYSTEMS TO BE DEMOLISHED. NOTIFY ENGINEER OF ANY SUCH CONDITIONS AND REMOVE AND/OR RELOCATE THE SERVICES AS DIRECTED. 10. MEET WITH OWNER REPRESENTATIVE AND LANDLORD PRIOR TO DEMOLITION TO IDENTIFY WHETHER EXISTING MATERIALS SYSTEMS, EQUIPMENT, ETC. ARE CONSIDERED SALVAGE OR DEBRIS. REMOVE DEBRIS FROM SITE AND DISPOSE OF IN AN APPROVED MANNER AS DIRECTED BY OWNER. 11. TERMINATE DEMOLISHED SYSTEM SERVICES IN A CONCEALED LOCATION IN AN APPROVED MANNER. COORDINATE WITH NEW AND EXISTING CONSTRUCTION. 12. FIELD VERIFY EXISTING PIPING LOCAl10NS PRIOR TO WORK. 13. VERIFY EXTENT OF DEMOLITION OF SANITARY SEWER, DOMESTIC WATER AND FIRE PROTECTION PIPING PRIOR TO WORK. ALL DEMOLITION WORK SHALL BE IN COMPLIANCE NTH APPLICABLE CODES, STANDARDS AND THE AUTHORITY HAVING JURISDICTION. 14. WHERE REQUIRED, COORDINATE EQUIPMENT ELECTRICAL TERMINATION REQUIREMENTS WITH ELECTRICAL CONTRACTOR. KEY NOTES O1 REMOVE EXISTING RESTROOM AND RELATED PLUMBING, HVAC. CAP SANITARY AT EXIT FROM BUILDING.. �2 REMOVE CEILING FAN EXHAUST, DUCTWORK AND EXTERIOR WALL LOUVER. PATCH WALL. �3 REMOVE EXISTING ROOFTOP UNIT/ RELATED DUCTWORK. EXISTING GAS AND CONDENSATE PENETRATION THRU ROOF WILL BE RE—USED WITH NEW ROOFTOP UNIT. TEMPORARY COVER CURB. ® REMOVE EXISTING DUCTLESS CEILING UNIT AND RELATED CONDENSING UNIT/WIRING/PIPING. U5 REMOVE EXHAUST FAN AND RELATED DUCTWORK/ WIRING. CAP ROOF CURB PER DETAIL THIS SHEET. �6 REFER TO PLUMBING PLAN FOR GAS PIPING MODIFICATIONS AND DEMOLITION. �7 EXISTING SLAB TO REMAIN, REMOVE ALL PLUMBING FIXTURE, DRAIN AND PIPING, CAP PIPING BELOW SLAB THAT CANNOT BE RE—USED. t�8 EXISTING DOMESTIC WATER ENTRY TO REMAIN. REMOVE PIPING INSIDE BUILDING IF CANNOT BE RE—USED, O9 EXISTING SPRINKLER SERVICE TO REMAIN. 10 REMOVE EXISTING CONTROLS AND RELATED WIRING. E I Q. r-- c0 0 N tet' c O O i U wa n U J H i O O O ,f G.C. TO FURNISH 1 YEAR LABOR WARRANTY FOR WORK IN ADDITION TO EQUIPMENT MANUFACTURER WARRANTY. SCALE: 1/16" = 1'-0A BE PERFORMED BY OOFING CONTRACTOR. KAY NOTES O EXTEND FULL SIZE RETURN AIR PLENUM 5'-0" BEYOND VERTICAL DROP. LINE DUCTWORK WITH 1" RIGID INSULATION. COVER OPEN END WITH 3/4" WIRE MESH. ®MOUNT BOTTOM OF DROP BOX AT 17'-0" A.F.F. DROP BOX WITH DRUM LOUVER FURNISHED BY OWNER PART OF LENNOX PACKAGE. CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL DROP BOX. CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH AND INSTALL DUCTWORK/TRANSITION BETWEEN DROP BOX AND ROOFTOP UNIT PLENUM CONNECTION ALONG WITH REQUIRED TRANSITIONS. �3 PROVIDE ENTOUCH CONTROLS AND WIRING TO ROOFTOP UNIT, REFER TO SHEET M300 FOR ADDITIONAL INFORMATION. (4 SMOKE DETECTOR IN RETURN AIR DUCT FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR. WIRING TO FIRE ALARM PANEL BY FIRE ALARM CONTRACTOR. SHUT—DOWN WIRING BY MECHANICAL CONTRACTOR. �5 PROVIDE ZONE TEMPERATURE SENSOR MOUNT AT 60" A.F.F. WIRE TO COMMUNICATING THERMOSTAT LOCATED IN ROOFTOP UNIT CABINET. © ROUTE 10" SPIRAL DUCT ABOVE 18'-0" ABOVE FINISHED FLOOR. CONNECT TO SUPPLY PLENUM BETWEEN DROP BOX AND ROOFTOP UNIT CONECTION. Q SPIRAL DUCTWORK MOUNT ABOVE 16'-0" ABOVE FINISHED FLOOR. ENLARGED MECHANICAL PLAV SCALB 1/4" _° -0' KEY NOTES 0 PAC -1 FURNIHSED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO STUB—IN 6 DUCT 6 BELOW CEILING AND PROVIDE FLEX DUCT CONNECTION AND FINAL HOOK—UP. REFER TO MECHANICAL SCHEDULE SHEET M300 FOR ADDITIONAL INFORMATION. DISCHARGE AIR TEMPERATURE SENSOR, ZONE TEMPERATURE SENSOR, COMMUNICATING THERMOSTAT FURNISHED BY FLOOR AND DECOR'S AND INSTALLED BY CONTRACTOR. REFER TO SHEET M001 FOR ADDITIONAL INFORMATION. EXTEND 6" DUCT TO WALL MOUNTED GRILLE MARK H -12x8. PAINT TO MATCH WALL. DAMPER IS NOT REQUIRED. ROOM SENSOR MONITORING RSM -100 WITH 10K TYPE II WALL SENSOR J FURNISHED AND INSTALLED BY ENTOUCH. (D EXTEND SUPPLY AND RETURN AIR DUCT TO ROOFTOP UNIT PLENUM. OEXTEND 12/12 EXHAUST DUCT AND CONNECT ROOF MOUNTED EXHAUST FAN, EF -1. TRANSI11ON TO EXHAUST FAN INLET AT ROOF PENETRATION. ORETURN AIR SMOKE DETECTOR FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR EVAPORATOR FAN SHUT DOWN WIRING. VE N T I LAT I O N SCHEDULE BASED ON 2014 FLORIDA MECHANICAL CODE FAN SCHEDULE(G.C.) MARK AREA PEOPLE OUTDOOR MANUFACTURER MODEL REQUIRED FACE REQUIRED ACTUAL ACTUAL MANUFACTURER ROOM OCCUPANCY FLOOR AREA OUTDOOR AIRFLOW AIRFLOW OCCUPANT DENSITY PEOPLE OUTDOOR EXHAUST RATE EXHAUST PROVIDED OUTDOOR .PROVIDED EXHAUST MECHANICAL NAME CATEGORY Az (FT2) RATE RATE (#/1000FT2) Pz (PEOPLE) AIRFLOW (CFM/FT2) AIRFLOW AIRFLOW AIRFLOW UNIT WHITE EF -1 RESTROOMS Ra CFM FT2 ( / ) Rp CENTRIFUGAL ROOF 500 Vbz (CFM) DIRECT (CFM) CFM (CFM) 1,2,3,4,5 REMARKS: SUPPLY 6000 1. PROVIDE WITH VARIABLE SPEED CONTROLLER. CFM P GALV. STEEL 2. PROVIDE WITH BACKDRAFT DAMPER. WHITE FLANGED 3. PROVIDE WITH DISCONNECT SWITCH OR PLUG. DD -5 SUPPLY 4. FAN CONTROLLED VIA TIMER PROVIDED BY ELECTRICAL. 101 VESTIBULE SALES 152 0.12 0 0 0 19 0 0 0 0 RTU -1 ...... _....... ....._......... ..............._....... ............ ..... .... 102 SALES ......... _.......... _...... ......... _ ...... _.._._..... _............. - - - ...__... SALES 52062 0.12 7.5 15 780 12104 0 0 0 0 RTU -1 THRU 11 103 WAREHOUSE SHIPPING/ RECIEVING 6612 0.12 0 0 0 793 0 0 0 0 RTU -12,13 104 PRO SALES SALES _ 1008 0.12 7.5 15 9 189 0 0 0 0 RTU -1 _..._._..... ..... ... ._..... _..__................ .- ..... _. __..__ 1 05 MENS ._._._._ - . _ .. _ P TOILET OILET 217 0 0 0 0 0 75 PER FIXTURE 225 275 0 RTU -14 & TRANS _..._..._...... ................... __....... ..... ._......._....... _ 106 WOMENS .......................... ._._._...._...._........ ................................. _..__...___.__..__.....__-_ PUBLIC TOILET ........... ........... _..... 217 ......................... I. .................... _......__... 0 ..... __.......... 0 0 0 0 75 PER FIXTURE 225 275 0 RTU -14 & TRANS 107 CORRIDOR 1 CORRIDOR 181 0.05 0 0 0 9 0 0 0 0 RTU -14 ...... ............ ......... _.-_....._..._..__... ...... _. .................. 107 CORRIDOR 2 _. __. _....... ...... _........... _............ CORRIDOR __ __. 112 0.05 0 0 0 6 0 0 0 0 RTU -14 &TRANS. _.._.____..._..___ .......... 109 BREAK ROOM ._......_._...__...._....._......... _._.._............. _........... ... _.._._......... OFFICE SPACE __...... _ __ ._._...__ 254 _..._...._ .. 0.05 5 7 2 20 0 0 0 0 RTU -14 110 TRAINING 0 CE CONFERENCE ROOM M 254 0 06 5 5 0 12 6 0 0 0 0 0 RTU -14 111 CASH ROOM- _ OFFICE SPACE 70- 0.05 5 0 1 8 0 0 0 0 RTU -14 112 VAULT ..... ...... ...... ....__......_.... _.._--. OFFICE SPACE ....... .......... ... _............. _.._ .. 70 0.05 5 0 1 8 0 0 0 0 RTU -14 115 CEM OFFICE SPACE 129 0.05 5 7 1 13 0 0 0 0 RTU -14 116 ASST. MANAGER OFFICE SPACE - 114 0.05 5 7 1 11 0 0 0 0 RTU -14 ALL ROOF WORK SHALL BE PERFORMED BY LANDLORD APPROVED ROOFING CONTRACTOR. G.C. TO FURNISH 1 YEAR LABOR WARRANTY FOR WORK IN ADDITION TO EQUIPMENT MANUFACTURER WARRANTY. DRUM FAN SCHEDULE(G.C.) MARK SERVICE CFM MANUFACTURER MODEL CONSTRUCTION FACE FINISH MOTOR REMARKS MANUFACTURER MARK AREA SERVED MANUFACTURER MODEL TYPE SIZE CFM ESP TOTAL (MBH) CONTROL REMARKS 2000/2400 CURB PLUS, INC DLDP-1806-5/6 GALV. STEEL 28x28 WHITE FLANGED ALL DD -2 SUPPLY 3000/3400 DRIVE HP (W) ELECTRICAL 34X34 WHITE EF -1 RESTROOMS COOK 101C15D CENTRIFUGAL ROOF 500 0.5 DIRECT 1/8 HP 120/1 11MER 1,2,3,4,5 REMARKS: SUPPLY 6000 1. PROVIDE WITH VARIABLE SPEED CONTROLLER. DLDP-2510-15 GALV. STEEL 2. PROVIDE WITH BACKDRAFT DAMPER. WHITE FLANGED 3. PROVIDE WITH DISCONNECT SWITCH OR PLUG. DD -5 SUPPLY 4. FAN CONTROLLED VIA TIMER PROVIDED BY ELECTRICAL. CURB PLUS,INC DLDP-3012-20 5. PROVIDE 12" ROOF MANUFACTURER ROOF CURB . 40x40 WHITE 6. EXHAUST FAN SHALL RUN CONTINUOUSLY. ALL REMARKS: NOTES: 12.5 147.6 1. APPROVED EQUALS: ACME, GREENHECK, PENN. 240 192 30 1. G-90 GALVANIZED STEEL CONSTRUCTION. i DRUM LOUVER PLENUM DIFFUSER. (FBO) NEW/ MARK SERVICE CFM MANUFACTURER MODEL CONSTRUCTION FACE FINISH MOUNTING REMARKS MANUFACTURER MODEL NO. CHI) REMARKS M.C.A. 0 C P. SIZE L NOMINAL TOTAL (MBH) DD -1 SUPPLY 2000/2400 CURB PLUS, INC DLDP-1806-5/6 GALV. STEEL 28x28 WHITE FLANGED ALL DD -2 SUPPLY 3000/3400 CURB PLUS, INC DLDP-2406-7.5/8.5 GALV. STEEL 34X34 WHITE FLANGED ALL DD -3 SUPPLY 4000/5000 / CURB PLUS, INC DLDP-2010-10 12.5 / GALV. STEEL 3Ox30 WHITE FLANGED ALL DD -4 SUPPLY 6000 CURB PLUS, INC DLDP-2510-15 GALV. STEEL 35x35 WHITE FLANGED ALL DD -5 SUPPLY 8000 CURB PLUS,INC DLDP-3012-20 GALV. STEEL 40x40 WHITE FLANGED ALL REMARKS: 5.0 HP 12.5 147.6 113.6 240 192 30 1. G-90 GALVANIZED STEEL CONSTRUCTION. 460/3 ............-.............. ................. _..... 11.0 ....... ..............._.__..._....... 1430 ........ -_--------------......................._.---........._........__......._--_..---............._.._._._.__....._-__._..._. ALL A,B,C,D,E,F,G,I,J,K ........... ..._._...._.............-------- RTU -2 ._.._._..--------.._...._.._... ................. ..............__. SALES 2.TURNING VANES IN EACH QUADRANT. .................._..._....__..........__..___.__. LGH1150S4M .............. ---........_...._..-_.._..----------...---- VERTICAL ........... _......__......... 4,500 ............... _..........._._..._ 450 ... ._._....._........ -- _..__............_.__......_..__ 1.00 3.1" 1 1/2 LB DUCT LINER. ...... .... ........_..._.............._.._............_ 12.5 147.6 ..._................... ........_._......_........... 113.6 ................ ............. _.._............................._.............._......._ 240 192 .......__........._........ 30 35 4. VERTICAL AND HORIZONTAL ADJUSTABLE DRUM LOUVER. 11.0 1430 ALL A,B,C,D,E,F,G,IJ,K RTU -3 SALES 5. FULLY ASSEMBLED. LGH15OS4M VERTICAL 4,500 450 1600 1.00 5.0 HP 6. 3/8" THREADED INSERTS. 147.6 113.6 240 192 30 35 460/3 I ENNOX NATIONAL ACCOUNT CONTACT - 1430 ALL A,B,C,D,E,F,G,H,I,J,K ._._....._........._..__...__._._...------.....-_...._. RTU -4 ..................... SALES _....._....... _..---_._..._ LENNOX ......._....-.1..........._....I ---- --- LGH240H4M TERRY BUCHANAN 7,000 700 2450 1.00 5.0 HP 20.0 221.5 TERRY.BUCHANANCLENNOXIND.COM 260 208 50 -_ - 50 460/3 12.0 2642 PORTABLE SELF-CONTAINED IT ROOM AIR CONDITIONING UNIT(G.C.) NEW/ AREA SERVED EXISTING ROOFTOP CURB MARK (NEW) MANUFACTURER ELECTRICAL DATA COOLING CAPACITY REPLACEMENT REMARKS MARK AREA SERVED MANUFACTURER MODEL NO. CHI) REMARKS M.C.A. 0 C P. VOLTAGE L NOMINAL TOTAL (MBH) PAC -1 DATA ROOM TRIPP.LITE SRCOOLl2K 329 10.5 15 120/1/60 2.0 WEIGHT (LBS) 12000 ALL REMARKS: TOTAL SENSIBLE 1. PLUGS INTO A STANDARD 15 AMP OUTLET. (6 FT CORD) OUTPUT RTU -4 2. RESTART AUTOMATICALLY AFTER POWER FAILER. LGH240H4M RTU -7A 3. HOT EXHAUST REMOVAL TUBE AND COLD AIR DIRECTIONAL TUBE. SALESTRA NE Y CD300B4HOBB 4. FILTER AND DEHUMIDIFIES THE AIR TO ENHANCE EQUIPMENT PERFORMANCE. LENNOX 5. R -410A REFRIGERANT. RTU -5 REPLACEMENT 6. TOUCH SENSITIVE CONTROL PANEL WITH MULTIPLE LED AND NUMERICAL TEMPERATURE READOUT. (MBH) 7. AIR EXHAUST TUBE (118") PROVIDED WITH UNIT. (MBH) (MBH) 8. UL484 TESTED. O.C.P.VOLTAGE TRANE YCD300134HOBB 9. ONE YEAR WARRANTY. LENNOX LGH240H4M A MECHANICAL CONTRACTOR'S NOTES MECHANICAL CONTRACTOR SHALL COMPLETE EQUIPMENT STARTUP CHECKLIST. REFER TO CONSTRUCTION SPECIFICATION 23 740. MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS 5A5E BID ALL COSTS ASSOCIATED WITH PROVIDING A HEATING AND COOLING STARTUP. HEATING STARTUP: STARTUP TO BE CONDUCTED ANYTIME OF THE CALENDAR YEAR VERIFY O MECHANICAL CONTRACTOR SHALL PROPER OPERATION OF ALL HEATING EQUIPMENT. MECHANICAL CONTRACTOR SHALL: l.) CLEAN ALL EQUIPMENT. 2.) ENSURE GAS PRESSURE 15 CORRECT AT EACH PIECE OF EQUIPMENT. 3.) REPLACE AND ADJUST ;BELTS AS REQUIRED. 4.) REPLACE= D16PO5Ai3LE AIR FILTERS AND CLEAN OUT51PE AIR INTAKE FILTERS AT JOB TURNOVER AND AT GRAND OPENING. COOLING SJAgTI,IP: START-UP TO 13E CONDUCTED WHEN AMVENT CONDITIONS ALLOW. MECHANICAL CONTRACTOR SHALL VERIFY PROPER OPERATION OF ALL COOLING EQUIPMENT. MECHANICAL CONTRACTOR SHALL: l.) CLEAN ALL EQUIPMENT. 2.) ENSURE VOLTAGE 15 CORRECT AT EACH PIECE OF EQUIPMENT. 3.) RE=PLACE AND ADJUST 15ELT5 A5 REQUIRED. 4.) REPLACE DI6P05ABLE AIR FILTERS AND CLEAN OUTSIDE AIR INTAKE FILTERS AT JOB TURNOVER AND AT GRAND OPENING. 5.) VERIFY REFRIGE=RANT LEVELS ARE CORRECT, REPLENISH A5 NECESSARY. ROOFTOP UNIT SCHEDULE (FURNISHED BY OWNER (FBO) INSTALLED BY CONTRACTOR) MARK NEW/ AREA SERVED EXISTING ROOFTOP CURB MARK (NEW) MANUFACTURER MODEL NO. (EXISTING) REPLACEMENT REMARKS COOLING CAPACITY HEATING CAPACITY ELECTRICAL DATA RTU -1B REPLACEMENT SALES MARK AREA SERVED MANUFACTURER MODEL NO. CONFIGURATION CFM 0/A MIN. (CFM) 0/A MAX. 0M� E.S.P. (IWG) FAN (H.P.) LGH150S4M RTU- 6 REPLACEMENT EER (SEER) WEIGHT (LBS) NOTES ACCESSORIES NOM. TOTAL SENSIBLE INPUT OUTPUT RTU -4 MAX LGH240H4M RTU -7A REPLACEMENT SALESTRA NE Y CD300B4HOBB RTU -5 LENNOX LGH240H4M RTU -5 REPLACEMENT SALES TONS (MBH) (MBH) (MBH) (MBH) M.C.A. O.C.P.VOLTAGE TRANE YCD300134HOBB RTU -7 LENNOX LGH240H4M ._...._..........---....... ................_. RTU -7E RTU -1 SALES LENNOX LGH150S4M VERTICAL 4,500 450 -- 1.00 5.0 HP 12.5 147.6 113.6 240 192 30 35 _........_................... 460/3 ............-.............. ................. _..... 11.0 ....... ..............._.__..._....... 1430 ........ -_--------------......................._.---........._........__......._--_..---............._.._._._.__....._-__._..._. ALL A,B,C,D,E,F,G,I,J,K ........... ..._._...._.............-------- RTU -2 ._.._._..--------.._...._.._... ................. ..............__. SALES __.... _.................. _.......__..._. LENNOX .................._..._....__..........__..___.__. LGH1150S4M .............. ---........_...._..-_.._..----------...---- VERTICAL ........... _......__......... 4,500 ............... _..........._._..._ 450 ... ._._....._........ -- _..__............_.__......_..__ 1.00 ..._..........._......_......-._ 5.0 HP ...... .... ........_..._.............._.._............_ 12.5 147.6 ..._................... ........_._......_........... 113.6 ................ ............. _.._............................._.............._......._ 240 192 .......__........._........ 30 35 460/3 11.0 1430 ALL A,B,C,D,E,F,G,IJ,K RTU -3 SALES LENNOX LGH15OS4M VERTICAL 4,500 450 1600 1.00 5.0 HP 12.5 147.6 113.6 240 192 30 35 460/3 11.0 1430 ALL A,B,C,D,E,F,G,H,I,J,K ._._....._........._..__...__._._...------.....-_...._. RTU -4 ..................... SALES _....._....... _..---_._..._ LENNOX ......._....-.1..........._....I ---- --- LGH240H4M ----------------------- VERTICAL 7,000 700 2450 1.00 5.0 HP 20.0 221.5 165.1 260 208 50 -_ - 50 460/3 12.0 2642 ALL A,B,C,D,E,F,G,H,I,J,K RTU -5 SALES LENNOX LGH240H4M VERTICAL 7,000 700 -- 1.00 5.0 HP 20.0 221.5 165.1 260 208 _ _. _..._..._ 50 _..----._...--- 50 ---_.... _....._ .. 460/3 ._____-..._................ __._ 12.0 .......................... 2642 ..... ALL _....... ....---...........-- A,B,C,D,E,F,G,I,J,K - - --.......... -... ._........... . _....................-- ._..... RTU -6 _._.. _......_......_._._...__.................-- _.. SALES ._. _._............----- - ... . ... . LENNOX _...... _ ...... _. _ _. ......... LGH150S4M ... _.................. ------ -- - VERTICAL .. -. _.. 4,500 -- ..__ 450 - - ._......_ ........................ -- - ..... 1.00 _..............-...._....__ 5.0 HP .._.__........__..............._ 12.5 147.6 ............ _...........-- -. _. 113.6 _.... ......... _........... _..._..._......... 240 .................... 192 30 35 460/3 11.0 1430 ALL A,B,C,D,E,F,G,I,J,K - RTU -7 SALES LENNOX 0 LGH240H4M C VERTICAL 00 7 0 , 7 00 2450 1. 00 5 0 HP 20 0 22 .5 1 6 1 5.1 2 60 0 2 8 5 0 50 460 3 / 12. 0 2642 ALL BCDEFGHIJK ..,,,,..�, RT U-8 SALES LENNOX NN LGH240H4M VERTICAL 7 000 � 70 0 24 50 1.00 5.0 HP 2 . 0 P 221. 5 1 65.1 2 60 _ _ 208 50 50 _ _ 460 3 _ / F _ 12.0 6 2 42 _ ALL BCDEFGHIJK � , ,,, , > , RTU -9 SALES LENNOX LGH120H4M VERTICAL 5,400 550- -- 1.00 5.0 HP 15.0 182.1 138.3 260 208 39 45 460/3 12.0 2412 ALL A,B,C,D,E,F,G,I,J ._. .... ........... _.... ....... RTU -10 _.._..._....__...__ SALES _. ...... .._-_ ...._...._...---- LENNOX .-. -__._.___..__. ........---._.._..__..._....... ._---_ LGH18OH4M ...................... _ .. VERTICAL ............_._ 3,500 ........._......_ ._ 450 ........___..........__..__ . -- ...._...................___..........-.......... 1.0 ........ _ 2.0 HP __.._..__. ......_.._..........._.._ 10.0 -_- _ 124.4 .....__..... ...... ............. ...._ 89.5 ...__...---.._...._..... 180 �'- ___._.. _....._._....__...._.... 144 24 30 -�- 460/3 12.5 1430 ALL _ A,B,C,D,E,F,G,IJ,K RTU -11 SALES LENNOX LGH120H4M VERTICAL 3,500 350 -- 1.0 ----- 2.0 HP 10.0 124.4 89.5 180 144 ............... .. 24 _.. _._._..... -- 30 - --- 460/3 ...-------_ _ 12.5 ....-................... ....... 1430 .._._.......... .......... ALL A,B,C,D,E,F,G,I,J,K - -- _..._.._...._..._ RTU -12 ........ -...... ------- -----.... .. RECIEVING _......._...._._..__........ ---- --- LENNOX -- ---..._.._..._......_..__ LGH092H48 __..._.......... .... _...... __ VERTICAL ................. _ 3,000 _-.--------...-_... 350 _ -- .._........._.......... 1.0 _.......---- _ 2.0 HP - __ 7.5 85.4 _._...... _.......... __.._..... 62.4 - ........ ...... 130 ._.... ......._._......... 104 20 -20 25 460/3 12.5 1202 -1202 ALL A,B,C,D,E,F,G,I,J,K RTU-13� RECIEVING LENNOX LGH092H4B - VERTICAL 3,000 350 -- 1.0 2.0 HP 7.5 85.4 62.4 ...._.....__... 130 _...__.__.._._.............._......._ 104 .......... ............... ._...__._.........._........... 25 ..... ........ 460/3 _..__.._...._.._._...._.._...._ 12.5 .. .. _........_._...-- ALL -------.._.._......__.-........---._..------- A,B,C,D,E,F,G,I,J,K --.._..... _ ............. RTU-14 .......---.._......--------_._............_........._......._...._.._.._..-----...._..._... OFFICE LENNOX --- ._._...._.-11-1.1 ..... LGH06OH4M .... _............ ..........._._._..----.._.._.._._. VERTICAL _..... __......__.._.._ 2000 _._._._........._..............._....__._....__. 300 -- ....._.._...............-.............__._- 1.0 1.0 HP ...._.__.._... 5.0 ........ ........._._... 60.0 ...... _ 44.5 108 86 15 20 1 460/3 12.5 960 ALL A,B,C,D,E,F,G,I,J REMARKS: ACCESSORIES: (COORDINATE NTH EQUIPMENTUIPMENT SUPPLIER FOR FIELD INSTALLED ACCESSORIES) 1. NEW ROOFTOP A/C UNIT TO BE PROVIDED BY OWNER AND INSTALLED BY MECHANICAL CONTRACTOR. A. BAROMETRIC RELIEF DAMPER AND HOOD. COORDINATE CURB LOCATION AND INSTALLATION WITH STRUCTURAL ENGINEER. COORDINATE ROOF B. ECONOMIZER WITH DIFFERENTIAL ENTHALPY CONTROL. PENETRATIONS WITH LANDLORD APPROVED ROOFING CONTRACTOR. C. FACTORY OR FIELD SUPPLIED HAIL GUARD. 2. (FBO) ENTOUCH EMS CONTROL WITH COMMUNICATING THERMOSTAT, WITH SUPPLY & RETURN AIR SENSORS. (2 D. PROVIDE CURB ADAPTOR BASED ON CURB SCHEDULE THIS SHEET. HEATING AND 3 COOLING STAGES MINIMUM). REFER TO ADDITIONAL CONTROL NOTES THIS SHEET. E. DRAIN PAN OVERFLOW SWITCH KIT. 3. PROVIDE ALL NECESSARY COMPONENTS FOR CODE COMPLIANCE AND A COMPLETE AND OPERATIONAL SYSTEM. F. SMOKE DETECTOR IN RETURN AIR FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR. 4. BALANCE SUPPLY, RETURN AND OUTDOOR AIRFLOW AS INDICATED ON SCHEDULE. G. FACTORY INSTALLED DISCONNECT SWITCH AND CONVENIENCE OUTLET. 5. SUPPLY FAN TO OPERATE CONTINUOUSLY DURING OCCUPIED HOURS. H. PROVIDE WALL MOUNTED CO2 SENSOR FOR ECONOMIZER DEMAND CONTROLLED VENTILATION. (ENTOUCH TO FURNISH COVER CFG101) I. 2" FILTER, REPLACE TWICE DURING CONSTRUCTION,(GC TO DATE FILTERS REPLACEMENT VISIBLE FROM ACCESS DOOR SIDE) PHASE MONITOR HINGED ACCESS DOORS LENNOX NATIONAL ACCOUNT CONTACT. TERRY BUCHANAN J. MULTI -STAGE AIR VOLUME WITH MSAV BLOWER BYPASS. TERRY.BUCHANAN®LENNOXIND.COM K. DROP BOX WITH DRUM LOUVER FURNISHED BY OWNER PART OF LENNOX PACKAGE. CURB ADAPTOR SCHEDULE (NEW) MARK NEW/ AREA SERVED EXISTING ROOFTOP CURB MARK (NEW) MANUFACTURER MODEL NO. (EXISTING) REPLACEMENT REMARKS UNIT MODEL RTU -1B REPLACEMENT SALES TRANE 150CHHOAA RTU -1 LENNOX LGH150S4M ..._...._ ......... ........ RTU -1A ............ _.......... . - -- ...._.._....... REPLACEMENT _..._.._...... - - SALES - - .............. ._......-_..__.._ TRANE YCD150CHHOAA ...... _. RTU -2 LENNOX LGH150S4M RTU- 6 REPLACEMENT SALES TRANE YCD150CHHOAA RTU -3 LENNOX LGH150S4M ............... ........ _ . RTU -78 ---- REPLACEMENT . _ .._ .. -._ SALES .._. _........ ----- -- ..._.__...... TRANE YCD300B4H0BB RTU -4 LENNOX LGH240H4M RTU -7A REPLACEMENT SALESTRA NE Y CD300B4HOBB RTU -5 LENNOX LGH240H4M RTU -5 REPLACEMENT SALES TRANE YCD150CHHOAA RTU -6 LENNOX LGH150S4M RTU -7D REPLACEMENT SALES TRANE YCD300134HOBB RTU -7 LENNOX LGH240H4M ._...._..........---....... ................_. RTU -7E _.._____..___.... ............................. REPLACEMENT _..... _....... _.......... ................... ._.._. SALES _......... _..._._....__...._...... ............. ......... ............ . TRANE YCD30OB4HODD RTU -8 LENNOX LGH240H4M RTU -313 REPLACEMENT SALES TRANE YCD102CHOAB RTU -9 LENNOX LGH120H4M 1--.1.." ..... ........... RTU -4 ........... _............... _.._.... __..._.._ REPLACEMENT ............... _.......... -...... ... _.... _..._ SALES _...... ......._........ ........._._............. TRANE YCD210C4HODA ... _.... _.... ........... __.__....___ RTU -10 LENNOX LGH18OH4M RTU -3A REPLACEMENT SALES TRANE YCD102CHOAB RTU -11 LENNOX LGH120H4M ...... _...... _...... __............ _................ RTU -2A ---- ......... REPLACEMENT __........_...... ---- --- ------------------ RECIEVING ---......... _........ ....... -------.................. -... ....... ...... __. TRANE YCD075CHOBE RTU -12 LENNOX LGH092H4B RTU -213 REPLACEMENT - RECIEVING TRANE YCD075CHOBE RTU -13 LENNOX LGH092H4B RTU- -...._................_.........._..... REPLACEMENT -----.._.._.._..... SALES ---....................... ......---__.............................. _.... _.__._..._..._ TRANE YCD30OB4HOB6 . ...- RTU -14 LENNOX LGH060H4M REMARKS: L CONTRACTOR SHALL VERIFY EXISTING ROOF CURB DIMENSIONS PRIOR TO FABRICATING CURB ADAPTOR. GRILLES, REGISTERS, & DIFFUSERS SCHEDULE (G.C.) MARK SERVICE TYPE MANUFACTURER MODEL CONSTRUCTION FACE FINISH MOUNTING REMARKS SIZE A SUPPLY CEILING TITUS TMS ALUMINUM 24x24 WHITE LAY -IN 1,2,3,4,5 B SUPPLY CEILING TITUS TMS ALUMINUM 2424 WHITE FLANGED 1,2,3,4,5 C SUPPLY CEILING TITUS TMRA-AA ALUMINUM PLAN WHITE FLANGED 1,4,5,7 D SUPPLY CEILING TITUS TMS ALUMINUM 12x12 WHITE FLANGED 1,2,3,4,5 E RETURN/EXH CEILING TITUS 5OF ALUMINUM 24x24 WHITE LAY -IN 2,4,5-- F RETURN/EXH CEILING TITUS 50F ALUMINUM 12X12 WHITE FLANGED 2,4,5 G RETURN/EXH WALL TITUS 50F ALUMINUM --- WHITE FLANGED 2,4,5 H RETURN WALL TITUS 350RL ALUMINUM --- WHITE FLANGED 4,5 I TRANSFER WALL TITUS 350FL ALUMINUM --- WHITE FLANGED 5,6 J SUPPLY DUCT WALL THUS 300FL ALUMINUM --- WHITE FLANGED 4,5 REMARKS: QUANTITY 1. BRANCH DUCT SERVING DIFFUSER TO BE SAME SIZE AS DIFFUSER NECK UNLESS OTHERWISE NOTED, 2. REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION. UNIT TYPE 3. PROVIDE WITH 4 -WAY THROW PATTERN UNLESS OTHERWISE NOTED ON PLAN. NECK SIZE (INCHES) fl„ 4. PROVIDE WITH OPPOSED BLADE DAMPER. 5. REFER TO PLAN FOR NECK SIZES. 6. PROVIDE TWO GRILLES, ONE ON EACH SIDE OF WALL. (X A-8TOTAL AIR QUANTITY 7. VERTICAL TO HORIZONTAL DISCHARGE PATTERN ADJUSTMENT. 250 (CFM EACH) -MS CO-NTROLS AND COMMISSIONING ENTOUCH CONTROLS AND MECHANICAL CONTRACTOR SCOPE AND RESPONSIBILITIES: MECHANICAL CONTROLS. 1. COMMUNICATING THERMOSTAT, TEMPERATURE DISCHARGE SENSOR AND ZONE SENSOR FURNISHED BY ENTOUCH AND INSTALLED BY CONTRACTOR. PROVIDE CFG101 f ZONE SENSORS LOCATED IN SALES AND WAREHOUSE. ENTOUCH SHALL PROVIDE PROTECTIVE COVER FOR CO2 SENSORS. 2. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE SHIPMENT FROM ENTOUCH AND WILL BE RESPONSIBLE FOR RECIEVING AND STORAGE DURING CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ABOVE CONTROLS COMPONENT. 4. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND START-UP OF ALL MECHANICAL EQUIPMENT PER MANUFACTURER'S RECOMENDATIONS. EQUIPMENT START-UP SHALL BE COMPLETED BY POSSESSION DATE. EMC CONTRACTOR SHALL VERIFY THE INSTALLATION AND OPERATION OF ALL EQUIPMENT AND DEVICES CONTROLLED BY THE ENERGY MANAGEMENT SYSTEM. MECHANICAL CONTRACTOR SHALL CORRECT ANY DEFICIENCIES NOTED BY EMS CONTRACTOR. ALL DEFEICIENCIES SHALT. BE RESOLVED PRIOR BY THE EMS CONTRACTOR SECOND VISIT IF REQUIRED, 5. MECHANICAL CONTRACTOR SHALL COMPLETE AN RTU "EQUIPMENT STARTT-UP CHECKLIST FOR EACH RTU PER THE REQUIREMENT OF SECTION 23 74 00. MECHNAICAL CONTRACTOR SHALL MAKE AVAILABLE TO EMS CONTRACTOR THE COMPLETED CHECKLISTS DURING THE FIRST COMMISSIONING SITE VISIT. 6. MECHANICAL CONTRACTOR SHALL MAKE AVAILABLE TO EMS CONTRACTOR A QUALIFIED HVAC SERVICE TECHNICIAN DURING COMMISSIONING VISIT. HVAC SERVICE TECHNICIAN SHALL MAKE ANY NECESSARY ADJUSTMENTS OR REPAIRS REQUIRED TO COMPLETE CONTROL INSTALLATION. ENERGY MONITORING. 1. ENTOUCH CONTROLS WILL PROVIDE AND INSTALL ENERGY MONITORING DEVICES TO MONITOR TOTAL BUILDING AND ROOFTOP UNIT USAGE. 2. ENTOUCH CONTROLS WILL BE RESPONSIBLE TO INSTALL RSM -100 WITH 10K TYPE II WALL SENSOR IN IT ROOM. WHEN TEMPERATURE REACH 80 DEGREES EMS SYSTEM SHALL INITIATE AN ALARM. COMMISSIONING. 1. ENTOUCH CONTROLS WILL PROVIDE FINAL EMS COMMISSIONING AND CONNECTIONS TO FLOOR AND DECORS NETWORK. ENTOUCH CONTROLS CONTACT: ACCOUNT F & D NATIONAL ACCOUNT. JAMES WALTQN/SALES TOM KAY/VP SALES BRANDON PERRY/ACCOUNT MANAGER EMAIL: ACCOUNTSOENTOUCHCONTROLS 1-877-755-1609 NEW I , - TERMINAL ROOFTOP UNIT Y COMMUNICATING THERMOSTAT IN ROOFTOP UNIT CABINET CONTRACTOR T ROOF ENTOUCH DUCT SMOKE S `lENTOUCH WRING TO NETWORK AND BY FIRE ALARM SD LOCAL INTERFACE BY ENTOUCH. TEMPERATURE DISCHARGE SENSOR WIRING TO FIRE ALARM CONTRACTOR ENTOUCH PANEL BY FIRE ALARM ZONE SENSOR ROOFTOP UNIT CONTROL/WIRING N.T.S. c c Iq e a c C C Q L LL z c a U, c C a C R c LL 4 4 SHEETMETAL SADDLE OR "T" FITTING SCREWS +t ++ +++ ++ + ++++ SLEEVE INSULATION +++++t+ ++++++ ...++t++++++++++++++ -=-'�� RECTANGULAR DUCT 0 0 SLEEVE INSULATION 2 SHEETMETAL i �� 1 HANGER STRAP g -;� �..4x. ROUND DUCT + + + t + + + `, + + + ++ - AIR TITE TAKEOFF +t+++++++ °+++ ++++++ ++++++++ t' ADJUSTABLE OR SOLID — : SHEET METAL RADIUS �'� + ++ + o SLEEVE INSULATION + AIR TITS TAKEOFF + SLEEVE INSULATION 2 SHEETMETAL + ELBOW. MIN INSIDE RADIUS TO BE 1 X DIA. + + INSULATED FLEX DUCT HANGER STRAP + BRANCH DUCT ++ ++'+++++ +++ + + t + + + (5'-0" MAX.) WRAP INSULATION + (ROUND) BRANCH DUCT + + + + +++ SQUARE TO ROUND RETURN TAKEOFF o + + + + t + + + + + + + + ++ + CENTER SPREAD. +++ + + + +++++ + + + + + + + + + + + + + + + + + + + + + + + ti ++ + + ROUND DUCT ++++ ` ++0 ++++++ + + + + + + + + + + ++ RECTANGULAR DUCT ROUND DUCT SHEETMETAL 45' TAKEOFF + + SCREWS + + + + ++ SLEEVE INSULATION ++++++++++++ +. ,++++++++++++-+'.+ + /��q1//�//\� + + + + + + + + + 0 SHEETMETAL + + + ++ ++++++++++ ++ '-'- + + + + + ++ SCREWS (MIN. + + + ++++ + + + + + + ' + + ° ° �r—> RECTANGULAR DUCT MAX OF 4) + + + + + + ++++,++++++ + + + + + ��> + + + SLEEVE INSULATION ROUND DUCT + + + + + + ++ F+BRANCH . + + . ++ PANDUIT STRAP ON INTERIOR + ° ° 1/4 OF w_-----_ + +0 0+ + AND EXTERIOR OF INSULATED �+ ++ +++++ + + + + + + + + "MIN.) + + FLEX DUCT + SHEETMETAL SCREWS + ++ + + ++ + BRANCH DUCT DUCT CTANGULAR) SUPPLY TAKEOFF I RADIUS ELBOW 4yF ELEXIBLE DUCT TAKEOFF SQUARE TO ROUND TRANSITION BRANCH TAKE -OFF ROUND BRANCH TAKOFF RECTANGLE SCALE• NTSALE N.T.S SCALE NTSSCALE N.T.S SCALE- Sc CALE ... ,... .,. „M«r.,r„C,.d, A. ., _.. ..... «.. ..., r + , '.. , 1. ,. : . !><'•Y . , r i'' ..., «„,..?..z.,.,, „w.,.,e.✓.xf w«...� -.._ .....- ...1,.....,o.� La„„s„,,....„„ z„.,,, ,„'« ..,:.,..u.c:::z. <«,.,. «.,rt.mn,” ,» »'::' ..„3;.,......a..... .. ww «w «„«r,«,.a ,,..,+.n.+:,,. :.. ,.....,1,«.«a,G«,.,,.a.L«@..Gw«««,.,,a,.,«r,..,.«.«,.... r.. .•,..u✓« , n,. t.>, .. «v ..„..,s, «.I.utS.iL.#.Y..L4.u..«u« I MINIMUM 6” WIDE 18 GAUGE GALVANIZED IMPORTANT: STEEL HOLD-DOWN. MECHANICAL HOLD-DOWN MUST BE INSTALLED CONTRACTOR TO PROVIDE A MINIMUM 2 TO CURB PRIOR TO RTU BEING + + HOLD- DOWNS ON LONG SIDES OF UNIT SET ON CURB. AND 1 ON SHORT SIDES OF UNIT. SHEET METAL PLENUM, FULL SIZE OF + + ROOF CAP METALBESTOS OR EQUAL. FOUR (4) #10 X 1/2” TEK SCREWS RETURN GRILLE. + + TO ATTACH HOLD-DOWN TO CURB + + STORM COLLAR. \ NAILER STRIP 1 ACOUSTIC LINING. BLACK FACE. 26 GAGE G.I. FLASHING WITH SHEET T METAL SCREWS. �� MECHANICAL UNIT TO BE SET LEVEL. INSULATED CLASS 1 FLEX DUCT, FOUR (4) #10 X 1/2 TEK MAX. 5'-0” METALBESTOS OR EQUAL DOUBLE WALL SCREWS TO ATTACH CONTRACTOR TO RESTRAIN UNIT PER VENT. HOLD-DOWN TO UNIT RAILS. MANUFACTURERS RECOMMENDATIONS. CONICAL SPIN -IN SINGLE WALL FLUE CONNECTION. TAPE SEALANT—�-`�� SEALED WITH ACCEPTABLE MATERIAL. + + + + + + + ++ + + + + + + + + + + + + + + + + +++++++ +++++ + / ROOF CURB CONTINUOUS GALVANIZED METAL FLASHING. NOTES: TO FIT CURB RIGID INSULATION BY 1. PROVIDE 2” CLEAR DIAMETER GENERAL CONTRACTOR. FACTORY FURNISHED ROOF CURB TO FROM ALL COMBUSTIBLE SURFACES. / OFFSET ROOF SLOPE. 2. CAP, JACK, AND COLLAR SECURED / +4' + + + + + } + + + + + + + LSHEET METAL PLENUM. FULL SIZE OF WITH 4 METAL SCREWS. DUCT DROP ---,,,++++t+ + + + + ++++ + + + + + '* + + + + + + RETURN GRILLE. 3. ALL PARTS TO BE BY THE SAME MINIMUM MANUFACTURER. 1 1/2” CLASS 1 FLEX DUCT. (MAX. 5'-0") 4. FLUE PENETRATION OF ROOF DECK / ATTACH SQUARE TO ROUND TRANSITION. PER SHALL BE A MINIMUM OF 10-0"" FROM CONNECTION DUCT TO UNIT WITH FLEXIBLE— SMACNA. PARAPET. TOP OF ROOF CAP SHALL AIR DEVICE PER FLOOR PLANS. TERMINATE 2' ABOVE ROOF SURFACE. INSULATED FLEX DUCT (5'-0" MAX.) 5. ALL GAS FLUES TO BE TYPE "B” INSULATED DUCT WORK (TYPICAL FOR METALBESTOS OR EQUAL. TERMINATE REFER TO STRUCTURAL SUPPLY AND RETURN). 1 ACOUSTIC LINING. BLACK FACE. FLUE ABOVE IN ACCORDANCE WITH DRAWINGS FOR STRUCTURAL RETURN GRILLE PER FLOOR PLANS COD . ROVIDE ROOF JACK, WATkZ SUPPORT DETAILS PROOF AT ROOF AND FLUE. SEE (oilDECK ARCHITECTURAL DRAWINGS FOR DETAIL. TO FIT RTU A RETURN AIR GRILLE (I)HEATER FLUE ROOF PENETRATION BASE RAIL RTU -TO -CURB HOLD-DOWN OFFICE RTU MOUNTING REDUCED HEIGHT RETURN GRILLE I SCALE NTS SCALE. NTS 8 SCALE: NTS SCALE- NTS SCALE N.T.S ,.. r .., r s x : _. .. «,.,.«w»z.-w«w.cu�,L«•�kL««, ahx.,x.wa +<,r .:,... r ee,:.. ...,.. ,,.. ,. .., A -. I.1. � :ty..n.r.?e�..„ui..�w.,diver,.«a„w`1r`.wirc.'�..iw,xoze� .r«:+w •,.rt«a.., .. .a:'. aAr+«..�...n r ;: (.:. , rM.✓.::.1. ^d«a,`,. r.,'a.,:«.r°,r,++,a,rr .,w.. ,... '.:.< . >S.r:.Y:<«',r:'dim`:•�''`1�:.,iu,T,z•:{w!.L..<z.,:.,.,,....a ..,l .':."u. , .. .. ,...a.,...a.. _....... 6 ,a,,...rr»�. r,„,tr«ra...,aa.:,::,, «,«,.t„ ...». :, . ,r.M. ,.. a4:,.a.<�:te°,.-,F�,.ra,•a..�.r�.r.;,r..r-..«,< ... .. .. ..........s.,.:, a.,.«.:x:..,,,,.. ... .,, r,,... ....,,.%.:xU '..� ,>,n.«..,,.<a,.. RTU - STENCIL ROOFTOP , 12” DING ROOF HATCH# RED)FA INSTALLED SUPPLY AIR PLENUM/TRANSITION NOTE: IS PROVIDED BY THE MECHANICAL 1. DRUM LOUVER AND BOX IN WHICH 'I THEY ARE MOUNTED, IS A PRE - CONTRACTOR. LENGTH OF THIS DUCT DEPENDS ON DEPTH OF STRUCTURAL FABRICATED UNIT AND IS NOT TO BE FIELD FABRICATED. STEEL. SIZE OF EXTENSION DEPENDS 2. PROVIDE LOCK WASHER AT ALL ON SIZE OF SUPPLY AIR DROP BOX AIRFLOW _ DUCT OPENING. VERIFY DIMENSIONS BOLTED CONNECTIONS. — � � � FROM BOX. - 3. DRUM LOUVER TO BE SIZED R-4 1 Z TO MATCH RTU TONNAGE AND AIR n BOLT TWO B -LINE B24 STRUTS ON FL.ouJ. BOTTOM CHORD OF BAR JOISTS. SUPPORT SUPPLY DROP BOX FROM STRUT. 3-1 /LI- SUPPLY DIFFUSER DROP BOX (CURB PLUS) TO BE PROVIDED BY LENNOX (FBO). ROTATE DRUM LOUVERS SO THAT THE BOTTOM EDGE OF THE DRUM LOUVER OPENING IS FLUSH WITH THE �- ;I BOTTOM EDGE OF THE DRUM. SINGLE THICKNESS COVER OPENING WITH 1" WIRE HARDWARE I TURNING VANE. ” CLOTH. USE .135” WIRE. 3/4 STRAIGHT I1 ' D.4.r-,F. RUN BOLT THRU SUPPORT TABS ON BOX INSULATED RETURN AIR DUCTWORK. - AT EACH CORNER. PROVIDE PLASTIC TRAILING PIECE ° �� BUSHED NUT. STENCIL ROOFTOP UNIT NUMBER TO SQUARE N.T.S ELBOW SALES/RECIEVING RTU DUCT DROP BOTTOM OF DROP Box.($” RED). SCALE °� SCALE NTS , ,':'..., w ,.,, ...,. i : ,..s ,• . ! . , y,, s; rsr .Mra;.,,, a ..rsa.11; ,,,..r,. ,.,. :,,,,o: rn".a„ ,.._. ;,,,a . ,rr:uu,g+.. � f.;::", . , i, .r.:.•, !,.; ., v, rvd<. CrO.P,:<. ,r. ,.,...,.. ,.,....., ,, .., ,..,.. .... ,,,, ... ,:.. > ::...; ry rt .,. .Y r. h.'r.: .r'. ,, Y:l s, ,L1su,ld Ya4 r;,:-a.•r. .. ,., !, a+r..... YKS.Ar S h r r;; e.y..,< ,vr ..},<-.,.'., <. ,:. ..,•,-,. Y, .t3,,, x>`?3n,F4. dr,1n MOTOR HOUSING st ELECTRICAL CONDUIT GUIDE TYPICAL OFFICE PACKAGE UNIT • WOOD NAILING STRIPL L ROOF PREFABRICATED CURB CAP ik ROOF CURB 0 � r -1 r � r -� � BAR JOIST ROOFING MEMBRANE INSULATION FLEXIBLE CONNECTION ROOF DECK Al B -LINE 824 STRUT BOLTS T ------------- D 0 BAR JOIST. AIL JL J SUPPLY RETURN RIGID CONDUIT TO ACCOMMODATE j SUPPORT FROM ELECTRICAL WIRING.r STRUCTURE AS {SEE NOTES) REQUIRED BY SMACNA TYPICAL. GRAVITY BACKDRAFT DAMPER I' 1 NOTES: 1. SECURE CURB CAP TO WOOD NAILING STRIP WITH 3/8" CADMIUM PLATED LAG, INSULATED DUCTWORK BOLTS NOT OVER 12" ON CENTER. r .. CTYPIGAL. FOR SUPPLY 2. SECURE DUCTRK AND DAMPER 3. SIZE OF DUCTWTOHROUGH ROOF SHALOL ROOF NOT BEH RUST LARGERTHAN RESISTANT O AND CURB . . ....... . RETURN AIRS. WITH EXHAUST FAN. TRANSITION AS SHOWN ON 4. RUN ELECTRICAL WIRING THROUGH CLEARANCE HOLE PROVIDED IN GRAVITY C>W636. DAMPER, THEN THROUGH VENTILATOR ELECTRICAL CONDUIT GUIDE. CEILING 5: REFER TO ARCHITECTURAL DRAWINGS FOR ROOF FLASHING DETAILS. 111 TYPICAL DUCT AT OFFICE AREA 4EXHAUST FAN SCALE. NTS SCALE N.7.S :r ' I I i c� r- a N CD i U w 0 a U J L 0 c� U) 0 0 L_ 0 0 4 x..,..-;,,, sax: .... .:.:. ....a,....cKvs.0.s_...x .,... ., .,...�-..�..�.�, aSS_q NATURAL GAS SERVICE, i REFER TO CIVIL PLANS i SPILL CONDENSATE INTO FOR CONTINUATION. GUTTER WITH APPROVED AIR II I .. .. a AP _, T _ ; -_ — — " G.C. TO FURNISH 1 YEAR LABOR WARRANTY FOR WORK IN ADDITION TO EQUIPMENT MANUFACTURER WARRANTY. �'✓l�i I �li� I i SPILL CONDENSATE INTO GUTTER WITH APPROVED AIR CAP. �-1 -T11 I �. . _ — a _.. .. ..._....................31_ ... _........___' .. ....___.__ .. r7 �i i I SPILL CONDENSATE INTO EXISTING GUTTER AND GUTTER WITH APPROVED DOWNSPOUTS TO REMAIN. AIR GAP, DSI 1_1/2 Ili 1 I I ' I i I Ii 1-1/2 2 1 - 5 11 ' j i RTU -11 (180 P-200 P-200 I �I I ` 4SANITARY SEWER. INVERT ELEVATION 3'-0" BELOW FINISHED FLOOR. RTU -10 iCIJ _ FWII_1 r y' �. (180 MBH) i 3/4" ! ; l :; ��, _ i p 1 l 4n _ —I --i � F I �.:5:• I i I\.... 4n . _..._--- 7�2 ],1 ®® RTU -9 0. 260 MBH -- 11 ! I( ) I CD i 3/4" c�- r,-.. I 1 I I FRF -1O8 i RTU -13 1-1/2" I 11-1/2" i 5 11 13/4" ' (130 MBH) -- � , i ' 1 I' 4„ Y 0_P1 C. I 2» 2n 1-1 /4" i I �I 3/4" 1 I 1 I lerazur-,^. I I RTU -8 - I / ! n I ES ®® _____.__._________ _-_-_-_.____.______ i ®® I I � 260 MBH RTU-7�- 1 (260 MBH) 1 15 11 I n I F_ 1- n 1 2 ..-I/ 1-1 /2" I I I r.w 1 1„ I • �r�i� � --�� Ii I 1 .......-..:::::....:-:..::-...._:.. 1 (TYP) I I _ ( RTU -12 I 2"- I 2" I 3/4" I I 1 EXISTING 2 DOMESTIC WATER (130 MBH) _ cyy— _ _ � I SERVICE BY LANDLORD. I �— - MPG --.T 3 n T--- _ _ _ ___._r - M G - - - �- _ - _ _ _ _ cW - " 1-1 /4 3/4" n idj4 P 3/4" 5 11 (- 13/4 "nSCDO8 FRF -1 I 3/4-- 240U -6B ...._ -.---- ._..L. FCO 1-1/4 () 1 URTU-14®�-Am(108 MBH) iRTU-4 5 11RTU-5 ` 1(260 MBH) (260 MBH) S1:l�i?f�F/ I I I 1-1/2" I i Io ;i 11 3/411 1 i 3/4n ! 1-1 /2" ----------------- 1 I I I I I I 1 RTU -2 I RTU -3 I , i ( 240 MBH _..._........_._._.._......._...._.._ ! 5 11 3/4" 3/4n 5 11; (2 40 MBH) -- - I �- —;; 1 i [c urau) C.O. ' \Ti i `; 11,-.... v .:......... 1 0 1/4' 11. I RTU -1 j I II fI 1.-��1.__Ilc.. a (240 MBH) : ICRENT. J11 cI /�Z - - -=- I - i ::md1_ L1u —�I --- -�•®� � -II r 1( t -�__.' h I\���9 __ TII „._�{�-Y...Y I _II )� II _ __ _ __. . _ - - - - -._ ._ }! _-a: I --. _ I rEL?M-t Er! ivA[Nn IT_arLHo4 !v/F lI I . I_ _��--- f ._..._...,..r.:.r. r�� ........r,. WH1 'FCO 2- 3 10 -------- l ----------------- _a- i � I I� ( ................... _....._...._... -_.....L_.._. 1 I I f 1 I I_ I , I NO PARKING FIRE LANE 1 —S -------------------------- ------- .. 5 . I I I ,I I SCALE: 1/16" = 1'-0" J. 0 ------------ �J GAS LOAD SUMMARY EQUIPMENT BTUH RTU -4,5,7,8,9 (260,000 EACH) 1,300,000 RTU -1,2,3,6 (240,000 EACH) 960,000 RTU -10,11 (180,000 EACH) 360,000 RTU -12,13 (130,000 EACH) 260,000 RTU -14 (108,000 EACH) 108,000 TOTAL 2,988,000 GAS PIPING SIZING IS BASED ON 2 PSI GAS PRESSURE, TOTAL DEVELOPED LENGTH OF 700 FT AND SYSTEM PRESSURE DROP OF .1 PSI. GAS PIPING SIZING IS BASED ON 2012 INTERNATIONAL FUEL GAS 2 PSI GAS PRESSURE AND A PRESSURE DROP OF 1 PSI TABLE 402.4(5). KEY NOTES O1 PLUMBING CONTRACTOR SHALL PAINT GAS PIPING WITH 2 COATS OF YELLOW ENAMEL PAINT APPLIED WITH A BRUSH (2 MIL THICKNESS MINIMUM) OR AS REQUIRED LOCAL AUTHORITY HAVING JURISDICTION. 3/4"CW DOWN TO NEW FPWH. PROVIDE SHUT-OFF VALVE. O3 EXTEND 1/2" CW TO COFFEE MAKER. PROVIDE SHUT-OFF VALVE, ® EXTEND 1/2" CW TO FLOOR DRAIN TRAP PRIMER CONNECTION. PROVIDE HINGED ACCESS PANEL TO SERVICE TRAP PRIMER (WHEN CONCEALED). U5 REFER TO GAS PIPING CONNECTION DETAIL ON SHEET P400. © 3" ST DN SPILL ON GRADE, REFER ARCHITECTURAL PLANS & SECTIONS FOR INSTALLATION DETAILS, OCONNECT NEW SANITARY SEWER TO EXISTING MANHOLE SANITARY SEWER INLET. FIELD VERIFY EXISTING INVERT PRIOR TO TRENCHING. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH EXISTING UTILITIES AND TRENCHING/PAVEMEMNT PATCHING. ® EXTEND 3/4" CW TO FREEZE PROOF FAUCETS MOUNT ON CURB. REFER TO SHEET P001 DETAIL AND PLUMBING FIXTURE SCHEDULE, O EXTEND 1/2" CW LINE DOWN TO ICE MAKER AND FLOOR DRAIN TRAP PRIMER. PROVIDE SHUT-OFF VALVE, INLINE FILTER AT 4'-0" A.F.F AND FINAL HOOK-UP. 10 EXTEND 1 1/2" VENT BELOW SLAB TO EXTERIOR WALL AND EXTEND UP TO 2" VENT THRU ROOF, 11 ROUTE CONDENSATE DRAIN TO BUILDING GUTTER. vww.IIttIaonIIne.com I'fiis drawitng and the design shown (ire the property oj'.Little Divers f ed Architectural Con.rniting. The reproduction, copying or o1ber use of this drawing without their written consent is prohibited and arty n f ingement ndll be subject to legal action. (C-;) Little 2016 a _ o.60544FI: PRINCIPAL IN C11ARGE JR PRODEC1' MiANAGI'It J I- DIUMN By JC 8 N0. REASON DATE OVERALL PLUMBING PLAN 1215505-00 c>S 8 7a 0 CD Q J U- L 0 cts U) 0 U N ENLARGE® PLUMBING !LAN - WASTE & VENT SCALE: 1/4" = 1'—O" KEY NOTES (APPLY TO 1/P200 ONLY) O1 (2) 4"S B/F TO 4"S DN. 2"V UP. �2 3"S B/F TO 3" P—TRAP AT MOP SINK. �3 3" FD -1 W/3"S B/F & 1/2" TP LINE B/F & UP TO TP—L. ® 4"S B/F TO 4" DN. 2"V UP TO A/C. �5 1-1/2"S A/F TO 2"S DN & B/F, 1 1/2"V UP & A/C. © 2"S A/F TO 2"V UP & A/C 2"S DN & COMBINE WITH 4"S B/F. 7O (2) 1-1/2"S A/F TO 2"V UP & A/C 2"S DN & B/F PROVIDE TP—L AT EACH LAV W/1/2" TP LINE & B/F TO FD. �8 4"S, SEE 1/P101 FOR CONT. �9 3"S B/F TO 2"V UP & A/C, 3"S DN. 10 4"S B/F & UP TO WALL CLEANOUT. 11 1 1/2"S A/F TO 2"S DN & B/F. 1 1/2"V UP & A/C. SCALE: 1/47 = 1'-0" C! 1/4" =1'-O" ea SCALE: 1/4" =1'—O" KEY NOTES (APPLY TO 2/P200 ONLY) (D 1 -HW A/C, DN & DISTRIBUTE TO FIXTURES A/F. �2 1/2 -CW & 1/2"HW A/F TO FIXTURES. O3 1/2"CW & 1/2"HW DN TO MOP SINK. ® 1 /2"CW A/F TO FIXTURES. U5 1 -CW & 1"HW A/C & DN TO SHELF MOUNTED WATER HEATER (SEE DETAIL) © 1" CW A/F TO WATER HAMMER ARRESTOR IN WALL. 7O 1"CW A/F TO WATER CLOSET. O8 3/4"CW A/F TO URINAL. �g 2 -CW A/C, SEE 1/P100 FOR CONT. 10 2 -CW A/C, DN & DISTRIBUTE TO FIXTURES A/F. 11 PROVIDE ICE MAKER OUTLET BOX WITH BRASS VALVE AND 1/2" FEMALE SWEAT CONNECTION, MOUNT BOX AT 5'-0" A.F.F. 112 PLACE ENGRAVED PLASTIC LABEL AT HOT WATER HOSE BIBB STATING "CAUTION HOT WATER, USE WITH EXTREME CARE" www.IittI0onIIn0.com T his drawing and lbe design shown are the property of Little Divers�ied Architectirral G'onsrilting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infriny gent will be subject to legal action. n Little 2016 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 -0544FL Tr - PRINCIPAL. IN CILIRGP. JR PROJkcI' L%IANAGLR JL DRAWN ISY JC NO. I REASON DATE 121®550500 FOR CONST. 01.14.16 a d - d' T 1 c� a N c'z a 0 M h t Q (1) 0 J LL. L O �«- s~ co 0 L 0 U N 0 c>� L O Q ¢d DOMESTIC WATER SERVICE CALCULATIONS MARK FIXTURE WSFU (5) WATER CLOSET, 1.6 GPF FLUSH VALVE 50.0 (1) URINAL, 1.0 GPF 5.0 (6) LAVATORY 12.0 (1) MOP SINK 3.0 (1) KITCHEN SINK 2.0 (4) WALL & ROOF HYDRANT 12.0 (1) DRINKING FOUNTAIN 1.0 TOTAL WSFU = 85.0 APPENDIX E, TABLE E103.3(2) TABLE FOR ESTIMATING DEMAND 81 WSFU = 63 GPM STATIC LOSS CALCULATIONS: 280 HEIGHT OF HIGHEST FIXTURE ABOVE MAIN DOMESTIC WATER STUB -UP 10 FEET PRESSURE DROP AT HIGHEST FIXTURE = 0.433 X 10 FEET = 4.3 PSI BUILDING STATIC PRESSURE DROP = 4.3 PSI FRICTION LOSS CALCULATIONS: 3.0 MINIMUM PRESSURE REQUIRED AT MOST DEMANDING FIXTURE (RESTROOM) 30.0 PSI WATER METER PRESSURE DROP(EXISTING 2" HERSEY 400 SERIES) 5.0 PSI BACKFLOW PREVENTOR PRESSURE DROP (EXISTING 2" WILKIN 975XL RPZ) 12.0 PSI TOTAL DEVELOPED LENGTH OF DISTRIBUTION PIPING = 150 FEET 2. MOUNT ON SHELF, PROVIDED BY CONTRACTOR, ABOVE MOP SINK. DISTRIBUTION PIPING IS SIZED FOR 4.0 PSI PER 100 FT. FRICTION LOSSES. 3. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE PER ASME APPROVAL. TOTAL DISTRIBUTION SYSTEM FRICTION LOSS = 150 FEET X 4.0 PSI/100' = 6.0 PSI TOTAL BUILDING PRESSURE DROP = 57.0 PSI PIPE SIZING: 6.5 TO 13.0 INCHES W.C. 4.0 PSI/ 100' FOR FRICTION LOSS L-1 TANK VALVE 2" 1/2' = 2.1 GPM =1 FU = - FU 1-1/2" 3/4" = 5.7 GPM =2 FU = - FU 1/2" 1" = 15 GPM =11 FU = 5 FU 3/8" 1-1/4" = 22 GPM =20 FU = 8 FU 3. TAG REGULATOR WITH INLET AND OUTLET SETTINGS, AFFIX WARNING "DO NOT REMOVE". = 34 GPM =70 FU = 19 FU 1.1/2" = 70 GPM =225 FU = 110 FU 2 =137.5 GPM =573 FU = 465 FU 2-1/2" = 210 GPM =1000 FU =1000 FU 3" CONCLUSIONS: MINIMUM SIZE OF BUILDING WATER SUPPLY PIPE = 2" MINIMUM PRESSURE REQUIRED AT BUILDING DOMESTIC WATER STUB -UP = 57.0 PSI INCLUDING EXISTING METER AND BACKFLOW AT STUB -UP OUTSIDE. CONTRACTOR TO VERIFY STATIC WATER PRESSURE AVAILABLE AT BUILDING DOMESTIC WATER STUB -UP, DOWNSTREAM OF METER AND BACKFLOW PREVENTER. NOTIFY ARCHITECT AND ENGINEER IMMEDIATELY IF MINIMUM PRESSURE REQUIREMENT IS NOT AVAILABLE. UM S AN 1 1 CQM FIXTURE DFU (5) WATER CLOSET, 1.28 FLUSH VALVE 30.0 (1) URINAL, 1.0 GPF 2.0 (6) LAVATORY 6.0 (1) MOP SINK 4.0 (1) KITCHEN SINK 2.0 (1) DRINKING FOUNTAIN 1.0 (4) 3" FLOOR DRAIN 20.0 TOTAL DFU = 65.0 PLUMBING FIXTURE SCHEDULE MARK MARK WASTE WASTE VENT WATER RUNOUT WATER CONN. SPECIFICATION CW HW CW HW FIXTURE RUNOUT CONN. GALLONS G.P.H. CP1 DOMESTIC HW (1407)-WH1 5 20 280 WH1 A.O. SMITH DEL -20 110 SURFACE MOUNT LAVATORY (AMERICAN STANDARD "RONDALYN." 0490.019) AND 20 60 3.0 208/1/60 --- 1,2,3,4,5 REMARKS: WITH TIMER, OR EQUAL 1. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 0.5GPM FAUCET WITH POLISHED CHROME FINISH ( ZURN Z81000 -3M). LESS POP-UP 2. MOUNT ON SHELF, PROVIDED BY CONTRACTOR, ABOVE MOP SINK. DOMESTIC HOT WATER RETURN 3. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE PER ASME APPROVAL. ACTARIS B -34R 2"x2" 4. PROVIDE EXPANSION TANK PER DETAIL THIS SHEET. 2 P.S.I.G. 5. OTHER MANUFACTURER OFFERING EQUIVALENT PRODUCTS: STATE, RHEEM, LOCHINVAR. BLACK 6.5 TO 13.0 INCHES W.C. HOE. HANDICAP DRAIN OFFSET W/GRID DRAIN (ZURN 8746 -PC) AND CHROME L-1 LAVATORY - SURFACE (ADA) 2" 1-1/2" 1-1/2" 1/2" 1/2" 3/8" 3/8" PLATED P -TRAP (ZURN Z8701 -PC) CHROME PLATED P -TRAP (ZURN Z8701 -PC) 3. TAG REGULATOR WITH INLET AND OUTLET SETTINGS, AFFIX WARNING "DO NOT REMOVE". CHROME PLATED BRASS ANGLE SUPPLY STOPS WITH 1 2" LONG X 3/8" FLEX SUPPLIES (MCGUIRE M 165). INSULATE OFFSET, TRAP AND SUPPLY LINES (TREUBRO "LAVGUARD." #103 E -Z) WALL HUNG (ADA) LAVATORY (AMERICAN STANDARD LUCERNE 0355.012) L-2 LAVATORY - WALL HUNG (ADA) 2" 1-1/2" 1-1/2" 1/2" 1/2" 3/8" 3/8" FAUCET: DELTA MODEL 500 -DST WITH GRID STRAINER DRAIN, 3 HOLE DRILLING ON 4 CENTERS, CARRIER: JAY R. SMITH SERIES 70OZ (CONCEALED ARM). FIXTURE COLOR: WHITE FLOOR MOUNTED, FLUSH VALVE WATER CLOSET (AMERICAN STANDARD "MADERA FLOWISE." 2234.001), 1.28 GPF, WHITE VITREOUS CHINA TOP OF RIM AT 15"AFF WC -1 WATER CLOSET FLOOR MOUNT 4" 3" 2" 1" 1" __ PROVIDE HEAVY DUTY OPEN FRONT SEAT, LESS COVER, (AMERICAN STANDARD W/FLUSH VALVE 5905.100) PROVIDE EXPOSED WATER CLOSET FLUSOHMETER, CHROME PLATED, 1 28GPF (SLOAN 111.128). FLOOR MOUNTED, ADA FLUSH VALVE WATER CLOSET (AMERICAN STANDARD "MADERA FLOWISE." 3043.001), 1.28 GPF, WHITE VITREOUS CHINA TOP OF RIM AT WC -2 WATER CLOSET (ADA) - FLOOR 4" 3" 2" 1" -- 1" 16 1/2 AFF PROVIDE HEAVY DUTY OPEN FRONT SEAT, LESS COVER, (AMERICAN MOUNT W/FLUSH VALVE STANDARD 5905.100) PROVIDE EXPOSED WATER CLOSET FLUSHOMETER, CHROME PLATED, 1 28GPF (SLOAN 111.128). WALL MOUNTED FLUSH VALVE URINAL (AMERICAN STANDARD " WASHBROOK. "6590 UR -1 URINAL - HIGH EFFICIENCY, WALL 2" 2" 2" 3/4" -- 3/4„ __ 005) ,WHITE VITREOUS CHINA. MOUNT WITH TOP OF RIM 0 15 1/4". PROVIDE 'WATERSENSE' MOUNTED W/FLUSH VALVE ZURN 1222 SUPPORT SYSTEM HIGH EFFICIENCY LISTED URINAL "FLOWISE" FLUSHMETER, CHROME PLATED, 0.5 GPF (AMERICAN STANDARD 6045.051 002) STAINLESS STEEL SINGLE BOWL TOP MOUNT ELKAY DAYTONT GE125211_4 DIMENSIONS 25" L, 21,25 W,5.375 D ARC FAUCET AND SIDE SPRAY (ELKAY LK81 1ATOSL2). SK -1 BREAK ROOM, SINGLE BOWL 2" 1-1/2" 1-1/2" 1/2" 1/2" 3/8" 3/8" MCGUIRE CHROME PLATED P -TRAP W/C.O. CHROME PLATED BRASS ANGLE SUPPLY -LONG -FLEX STOPS, 12 X 3/8 SUPPLIES. PROVIDE BASKET STRAINERS (ZURN Z870OPC). BI -LEVEL WATER COOLER (HALSEY-TAYLOR HAC8FSBL-Q ADA) 8 8GPH ® 50DEG SUPPLY AND 80DEG AMBIENT AIR PROVIDE REPLACEABLE WATER FILTER (HWF142) EWC-1 WATER COOLER BI -LEVEL( ADA) 2" 1-1/2 " 2" 1/2 " __ 1/2 " __ PROVIDE 1-1/4" 17GA CHROME PLATED P -TRAP W/CLEANOUT (ZURN Z870OPC). PROVIDE ZURN 1225 WALL CARRIER. 24"X24" FLOOR BASIN (FIAT MSB -2424) AND SERVICE FAUCET WITH VACUUM BREAKER, INTEGRAL STOPS, PAIL HOOK AND 3/4" HOSE THREAD ON SPOUT MS -1 MOP SINK 3" 3" 2" 1/2" 1/2" 1/2" 1/2" (830 -AA) PROVIDE HOSE AND BRACKET (832 -AA), MOP HANGER (889 -CC), STAINLESS STEEL BUMPERGUARD (E -88 -AA) AND STAINLESS STEEL WALL GUARD (MSG2424) ANTI -CONTAMINATION CLOSE COUPLED WOODFORD SERIES#84 LOOSE KEY BRAS WH -1 WALL HYDRANT -- -- -- -- 3/4" -- -- CASTING WITH CHROME FINISH AND VACUUM BREAKER BACKFLOW PROTECTED. (HOT WATER) TP LAVATORY TYPE TRAP PRIMER 1/2" 1/2" -- -- __ __ __ LAVATORY TRAP PRIMER SYSTEM WITH P -TRAP AND 1/2" PRIME TUBE (JR SMITH -L "PRIME EZE") IMB-1 ICE MAKER/REFRIGERATOR BOX 2" 1-1/2" 2" 1/2" -- 1/2" -- INSTA� ED WATEY ATER HAMMER"ARRESTOR. BRASS BALL VALVE WTHMNTEGRAL FACTORY BOX CONCEALED 3/4" HOSE CONNECTION WITH INTEGRAL AUTOMATIC DRAINING, FWH-1 FREEZE PROOF WALL HYDRANT __ __ __ 3/4" __ 3/4" __ ANTI-SPHON VACUUM BREAKER IN CHROME BOX (WOODEORD #B65) LENGTH TO SUIT WALL THICKNESS PROVIDE WITH QUARTER TURN, SQUARE FITTING, T -HANDLE KEY. FREEZELESS AUTOMATIC DRAINING WOODFORD 25 SERIES, VACUUM BREAKER FRF -1 FREEZE PROOF ROOF FAUCET __ 3/4" __ 3/4" __ BACKFLOW PROTECTED WITH UNION ELBOW. CONTRACTOR TO PROVIDE WITH INLET TO __ __ MATCH SPECIFIED SIZE. REFER TO DETAIL THIS SHEET. WATER HAMMER ARRESTOR (JR SMITH SERIES 5005-5050), PDI SIZE AS INDICATED WHA -'X' WATER HAMMER ARRESTOR - - -- -- 1" __ 1" __ ON DRAWINGS. POTABLE WATER EXPANSION TANK -- -- -- 3/4" -- 3/4" __ LEAD-FREE WATER EXPANSION TANK (WATTS PLT -5). 2 1 GALLONS TOTAL VOLUME, ET -1 0 8 GALLONS MAXIMUM ACCEPTANCE VOLUME. 1-1/2" GENERAL PURPOSE DRAIN WITH FLASHING COLLAR AND ROUND TO ADJUSTABLE FD -1 FLOOR DRAIN 3" 3" -- -- -- -- STRAINER HEAD (JR SMITH #2010) WHERE TRAP PRIMER IS SHOWN ON PLAN, PROVIDE TRAP PRIMER CONNECTION. (-P050) MEDIUM FLOOR DRAIN WITH FLASHING COLLAR, SEDIMENT BUCKET, ADJUSTABLE FD -2 FLOOR DRAIN - MEDIUM DUTY 4" 4" 2" -- -- -- -- STRAINER HEAD & ROUND NICKEL BRONZE STRAINER (JR SMITH #2010). WHERE TRAP PRIMER IS SHOWN ON PLAN. PROVIDE TRAP PRIMER CONNECTION (-PO50) CHANNEL SLOPED DRAIN SYSTEM (ACO POLYMER K100S CHANNEL). PRECAST TD -1 TRENCH DRAIN- HEAVY DUTY BASIN BASIN -- -- -- -- -- POLYESTER CONCRETE CHANNEL OF INTERLOCKING DESIGN WITH A BUILT-IN SLOPE OF 0.6% AND WITH INTEGRAL METAL RAIL AND RADIUSED BOTTOM. 4" BOTTOM OUTLET WITH DOME STRAINER. ADA DUCTILE IRON EXTRA HEAVY DUTY GRATE. 18"x12" POLYMER CONCRETE CATCH BASIN (ACO POLYMER TYPE 630) WITH ADA CB -1 CATCH BASIN AS NOTED AS NOTED -- -- -- -- -- COMPLIANT CAST IRON GRATE SUITABLE FOR FORK LIFT TRAFFIC. BASIN TO INCLUDE TRASH BUCKET AND WILL ACCOMODATE 6", 8" AND 10" PIPE FCO FLOOR CLEANOUT 4" 4" -- -- -- -- __ CAST IRON FLOOR CLEANOUT WITH NICKEL BRONZE TOP (JR SMITH 4020 SERIES) REFER TO DETAIL FOR COVER TYPE SHEET P400. COMBINATION ROOF DRAIN/ COMBINATION MAIN ROOF AND OVERFLOW DRAIN ASSEMBLY WITH DUAL ROOF DRAIN RD -1 OVERFLOW DRAIN ASSEMBLY _ AND SILHOUETTE DOMES WITH DOUBLE TOP -SET DECK PLATE (ZURN Z164) STORM DRAINAGE DOWNSPOUT NOZZLE WITH WALL FLANGE (JR SMITH 1770) REFER DSN-1 DOWNSPOUT NOZZLE -- -- __ __ __ __ __ TO PLANS FOR SIZE. WATER HEATER SCHEDULE (ELECTRIC) MARK MANUFACTURER MODEL STOR. TEMP. STOR. CAP. RECOVERY RISE INPUT (KW) VOLTS/PHASE AMPS REMARKS TEE - TURNED UP RANGE T GALLONS G.P.H. CP1 DOMESTIC HW (1407)-WH1 5 20 280 WH1 A.O. SMITH DEL -20 110 20 20 60 3.0 208/1/60 --- 1,2,3,4,5 REMARKS: WITH TIMER, OR EQUAL 1. INSTALL PER MANUFACTURER'S INSTRUCTIONS. LT. GREEN 2. MOUNT ON SHELF, PROVIDED BY CONTRACTOR, ABOVE MOP SINK. DOMESTIC HOT WATER RETURN 3. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE PER ASME APPROVAL. ACTARIS B -34R 2"x2" 4. PROVIDE EXPANSION TANK PER DETAIL THIS SHEET. 2 P.S.I.G. 5. OTHER MANUFACTURER OFFERING EQUIVALENT PRODUCTS: STATE, RHEEM, LOCHINVAR. BLACK PUMPS PUMP NO. SERVES GPM HEAD FT, WATTS V./ -/A EFF. MODEL NO. MAKE ELBOW - TURNED UP TEE -TURNED DOWN TEE - TURNED UP RANGE SHUT-OFF VALVE ORIFICE BRONZE GRUNDFOS PUMP CP1 DOMESTIC HW (1407)-WH1 5 20 280 115/1/.8 --- UPS 32-80/2-8 OR EQUAL W/AQUASTAT 2 P.S.I.G. 7 INCHES W.C. LT. GREEN 5.5 TO 8.0 INCHES W.C. STORM WATER PIPING 1/2 " B -31R ACT/4' z1 -1 /4" UP TO 750 WITH TIMER, OR EQUAL OAS PRESSURE REGULATOR SCHEDULE (2 PSIG) MANUFACTURER/ CFH INLET OUTLET SPRING C ELBOW - TURNED DOWN ELBOW - TURNED UP TEE -TURNED DOWN TEE - TURNED UP RANGE SHUT-OFF VALVE ORIFICE MODEL CAPACITY PRESSURE PRESSURE COLOR O KEYED NOTE X TARIS B-31RC3/4'x3/4" UP TO 575 2 P.S.I.G. 7 INCHES W.C. LT. GREEN 5.5 TO 8.0 INCHES W.C. STORM WATER PIPING 1/2 " B -31R ACT/4' z1 -1 /4" UP TO 750 2 P.S.I.G. 7 INCHES W.C. LT. GREEN 5.5 TO 8.0 INCHES W.C. DOMESTIC HOT WATER RETURN 1/2" ACTARIS B -34R 2"x2" UP TO 3200 2 P.S.I.G. 7 INCHES W.C, BLACK 6.5 TO 13.0 INCHES W.C. EQUIPMENT TAG EQUIPMENT NO. 1/2" NOTES: 1. REGULATORS ARE FULL CAPACITY INTERNAL RELIEF TYPE. 2. REGULATORS TO BE INSTALLED WITH RELIEF VENT IN POSITION TO PREVENT ENTRANCE OF WATER (PROVIDE SCREENED VENT ELBOW AS REQUIRED), VENT OPENING TO BE LOCATED 12" MINIMUM ABOVE ROOF LEVEL. REGULATORS INSTALLED INSIDE THE BUILDING SHALL BE PIPED TO THE BUILDING EXTERIOR AND TERMINATED 12" MINIMUM ABOVE ROOD LEVEL, 3. TAG REGULATOR WITH INLET AND OUTLET SETTINGS, AFFIX WARNING "DO NOT REMOVE". PLUMBING SYMBOL DN DOWN N.LC. NOT IN CONTRACT VTR VENT THRU ROOF C ELBOW - TURNED DOWN ELBOW - TURNED UP TEE -TURNED DOWN TEE - TURNED UP Da---- SHUT-OFF VALVE THERMOSTATIC MIXING VALVE WATER HAMMER ARRESTOR -� PRV - PRESS. REDUCING VALVE O KEYED NOTE X CONNECT TO EXISTING CD CONDENSATE PIPING SS SANITARY SEWER PIPING ST STORM WATER PIPING V SANITARY VENT PIPING - DOMESTIC COLD WATER PIPING - - DOMESTIC HOT WATER PIPING - - - - - DOMESTIC HOT WATER RETURN F FIRE PROTECTION PIPING G LOW PRESSURE GAS PIPING MPG - MEDIUM PRESSURE GAS PIPING RTU -XX EQUIPMENT TAG EQUIPMENT NO. ABBREVIATIONS AFF ABOVE FINISH FLOOR BFF BELOW FINISH FLOOR CD CONDENSATE CLG CEILING CO CLEAN OUT CW COLD WATER CWS CONDENSOR WATER SUPPLY CWR CONDENSOR WATER RETURN DEC DEGREES DIA DIAMETER DIM DIMENSION DWG DRAWING ELEV ELEVATION ENGR ENGINEERING EXH EXHAUST FCO FLOOR CLEAN OUT FD FLOOR DRAIN FPWH FREEZE PROOF WALL HYDRANT G GAS HORIZ HORIZONTAL HP HORSEPOWER HB HOSE BIB HW HOT WATER HWS HOT WATER SUPPLY HWR HOT WATER RETURN LAV LAVATORY MFGR MANUFACTURER MAX MAXIMUM MECH MECHANICAL MTL METAL MISC MISCELLANEOUS NTS NOT TO SCALE LB POUND RE: REFER REQD REQUIRED SCHED SCHEDULE SECT SECTION SIM SIMILAR SPEC SPECIFICATION STD STANDARD TEMP TEMPERATURE THRU THROUGH TYP TYPICAL UR URINAL WC WATER CLOSET WH WATER HEATER SECURE BRACKET TO WALL MINIMUM 6 PLACES 1/4"x2" GUSSET 3/4" "CDX" PLYWOOD, PAINT CLEAN, PRIME AND PAINT ALL STEEL 2-1/2" x 2-1/2" x 1/4" ANGLE FRAME DRAIN PAN /I 1. ALL WORK AND INSTALLATIONS SHALL COMPLY WITH BUILDING SPECIFICATIONS, CURRENT CITY BUILDING CODE, AND OTHER GOVERNING CODES, STATE STATUTES, CITY ORDINANCES, AND REGULATIONS OF REGULATORY AGENCIES HAVING JURISDICTION AND SHALL ALSO CONFORM TO THE REQUIREMENTS OF THE OWNER'S INSURANCE CARRIER, THE STRUCTURAL ENGINEER, THE ARCHITECT, AND SHALL BE IN COMPLIANCE WITH ALL INDUSTRY STANDARDS. CODES AND ORDINANCES SHALL TAKE PRECEDENCE OVER SPECIFICATIONS AND DRAWINGS WHERE THERE IS A CONFLICT. 2. PAY ALL LAWFUL FEES FOR PERMITS OR LICENSES TO ACCOMPLISH THE WORK. OBTAIN AND PAY FOR ALL NECESSARY CERTIFICATES OF APPROVAL. 3. SLOPE STORM DRAINAGE PIPING AT 1/8" PER FOOT UNLESS NOTED OTHERWISE. 4. SLOPE SANITARY SEWER PIPING 2-1/2" AND SMALLER AT 1/4" PER FOOT. SLOPE SANITARY SEWER PIPING 3" AND LARGER AT 1/8" PER FOOT. 5. CLEANOUTS ARE TO BE PROVIDED AT THE END OF. EACH RUN, AT ANY CHANGE OF DIRECTION GREATER THAN 45 DEGREES, AT A MAXIMUM OF 50' ON CENTER INSIDE THE BUILDING AND AT A MAXIMUM SPACING OF 100' ON CENTER OUTSIDE THE BUILDING, OR AS SHOWN ON DRAWINGS. LOCATE CLEANOUTS A MINIMUM OF 18 INCHES CLEAR FROM WALLS AND OBSTRUCTIONS TO ALLOW SERVICING. 6. FOR CONTINUATION OF UTILITIES 5'-0" BEYOND BUILDING REFER TO CIVIL DRAWINGS UNLESS NOTED OTHERWISE. 7. WORK SHOWN ON THE DRAWINGS IS TO BE COORDINATED WITH WORK OF ALL OTHER TRADES AND ACTUAL CONDITIONS OF CONSTRUCTION, 8. ALL UNDERGROUND PLUMBING PIPING SUBJECT TO FREEZE SHALL BE INSTALLED BELOW LOCAL AREA FROST LINE MINIMUM. VERIFY SITE FROST DEPTH. 9. ESTABLISH LOCATION AND SIZE OF UTILITY SERVICES PRIOR TO BUILDING ROUGH -IN. COORDINATE LOCATION OF BUILDING SERVICE ENTRANCES AND SYSTEM PIPE ROUTING WITH UTILITY SERVICE MAINS ON SITE AND SITE FEATURES AND CONDITIONS, 10. VERIFY FLOW LINE INVERTS OF BUILDING MAIN SEWER EXIT(S) REQUIRED FROM FURTHERMOST BRANCH LINE AND SITE SEWER. TIE-IN LOCATION INVERT PRIOR TO BEGINNING BUILDING ROUGH -IN. NOTIFY ARCHITECT IF ADEQUATE FALL BETWEEN BUILDING AND SEWER CONNECTION CANNOT BE ACHIEVED. 11, LAY OUT PIPES TO FALL WITHIN PARTITIONS OR CHASES. DO NOT REQUIRE FURRING OTHER THAN THOSE SHOWN ON THE DRAWINGS. 12, INSTALL ALL PIPING PARALLEL AND PERPENDICULAR TO BUILDING WALLS AND PARTITIONS UNLESS DISTINCTLY SHOWN OR NOTED OTHERWISE. ROUTE PIPING LOCATED NEAR EACH OTHER PARALLEL IN ALL PLANES, WITH SUFFICIENT CLEARANCE. 13. PIPING ON EXTERIOR WALLS SHALL BE INSTALLED ON THE ROOM SIDE OF EXTERIOR WALL INSULATION. 14. MAKE CHANGES IN PIPE SIZE NOTED ON THE PLANS DOWNSTREAM OF FITTING OF THE LARGER PIPE. WHEN SUPPLY PIPES ARE LARGER THAN EQUIPMENT TAPINGS, REDUCE SIZE IMMEDIATELY PRIOR TO CONNECTION. 15. CAP ALL PIPE OPENINGS DURING CONSTRUCTION. 16, LABEL PIPING TO IDENTIFY SYSTEM TYPE AND DUTY. FOR EXISTING BUILDINGS, FOLLOW ESTABLISHED IDENTIFICATION NOMENCLATURE. 17. COORDINATE LOCATION AND METHOD OF ATTACHMENT OF HANGERS AND SUPPORTS FOR PIPING SYSTEM TO BUILDING STRUCTURE WITH THE ARCHITECT AND STRUCTURE ENGINEER. ESTABLISH LOCATIONS OF SYSTEM PIPE ANCHORS AND OBTAIN APPROVAL FROM THE ARCHITECT AND STRUCTURAL ENGINEER. 18. SLEEVE PIPING THROUGH EXTERIOR WALLS, FIRE AND SMOKE RATED WALLS AND ASSEMBLIES, ON GRADE SLAB FLOORS, MULTI -STORY FLOORS. ANNULAR SPACE BETWEEN PIPE AND SLEEVE SHALL BE CAULKED AND SEALED, FIRE RATED PENETRATIONS SHALL BE FIRE STOPPED TO MEET RATING OF CONSTRUCTION PENETRATED. EXTEND SLEEVE A MINIMUM OF 1 INCH ABOVE FLOOR PENETRATIONS IN POTENTIALLY WET AREAS SUCH MECHANICAL AND EQUIPMENT ROOMS. REFER TO SPECIFICATION SECTION 07 92 00 FOR SEALANT TYPE AND SPECIFICATION. 19. DOMESTIC WATER PIPING SHALL BE INSTALLED TO SLOPE TO DRAIN POINTS. WHERE CONDITIONS DICTATE TRAPPED SECTION OF PIPING, A DRAIN VALVE OR CAPPED TEE SHALL BE INSTALLED TO FACILITATE DRAINING OF TRAPPED SECTION OF PIPING. 20. THOROUGHLY FLUSH DOMESTIC WATER PIPING. SCREENED OUTLETS SHALL BE REMOVED DURING FLUSHING PROCESS AND REINSTALLED AT COMPLETION. 21. INSULATE ALL DOMESTIC HOT AND COLD WATER PIPING. 22. COPPER AND PLASTIC PIPING INSTALLED IN STUD WALLS SHALL BE PROTECTED WITH MINIMUM 1/16 INCH SHIELD PLATES EXTENDING BEYOND THE PIPE IN ALL DIRECTIONS. 23. INSTALL SHUT-OFF VALVES IN HOT WATER AND COLD WATER LINES AHEAD OF CONNECTIONS TO ALL PLUMBING FIXTURES & EQUIPMENT. 24. REVIEW CONNECTION REQUIREMENTS OF ACTUAL EQUIPMENT FURNISHED PRIOR TO ROUGH -IN. THIS INCLUDES EQUIPMENT FURNISHED BY DIVISION 22, ANY OTHER DIVISION WORK, OR THE OWNER. ADJUST ROUGH -IN TO MEET EQUIPMENT INSTALLATION REQUIREMENTS. 25. REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONED LOCATIONS OF PLUMBING FIXTURES. FIXTURES DESIGNATED FOR HANDICAP USE SHALL BE INSTALLED TO MEET MOST CURRENT APPLICABLE ADA AND/OR ANSI REQUIREMENTS FOR INSTALLATION CLEARANCE AND ACCESS. 26. FLOOR DRAINS AND CLEANOUTS SHALL BE FURNISHED WITH TOP AND TRIM COMPATIBLE WITH FLOOR COVERING MATERIAL. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR FINISH ALTERNATES AFFECTING FLOOR DRAIN AND CLEANOUT TRIM REQUIREMENTS. 27. ALL FLOOR DRAINS SHALL HAVE 3 INCHES MINIMUM WATER SEAL. 28. PROVIDE FUNNEL RECEPTOR FOR FLOOR DRAINS WHERE REQUIRED TO PREVENT SPILLAGE FROM INDIRECT WASTE LINES. 29. INSTALL A CLEANOUT AT THE FOOT OF EACH SINK WASTE STACK. 30. ALL FLOOR CLEANOUTS SHALL BE LOCATED A MINIMUM OF 18 INCHES CLEAR FROM WALLS AND OBSTRUCTIONS TO SERVICE. 31. PROVIDE ACCESS DOORS FOR ALL INACCESSIBLE VALVES AND CLEANOUTS. 32. COORDINATE LOCATION OF TERMINATION OF VENT PIPING WITH OTHER TRADES AND ARCHITECTURAL FEATURES AND CONDITIONS. MAINTAIN REQUIRED CLEARANCES TO OUTSIDE AIR INTAKES, WINDOW, ETC. AS REQUIRED BY LOCALLY ACCEPTED CODE. 33. RUN ALL DRAIN LINES FROM EQUIPMENT OVERFLOW RECEIVERS, ETC. TO FLOOR/NUB DRAINS. DRAIN LINES SHALL BE HARD DRAWN COPPER INSTALLED WITH MINIMUM 1/8 INCH PER FOOT SLOPE SECURED BY GUIDES AND SUPPORTS FOR PIPE SIZE SHOWN. NO DRAIN LINE TO BE SMALLER THAN 3/4 INCH. INSTALL TEE AT EACH ELBOW OF CONDENSATE DRAIN WITH CLEANOUT PLUG ON BLIND TEE. 34. PLUMBING CONTRACTOR SHALL VERIFY VOLTAGE, PHASE, AND WIRE SIZE OF PLUMBING EQUIPMENT REQUIRING ELECTRICAL CONNECTION WITH DIVISION 26 CONTRACTOR PRIOR TO PURCHASE OF EQUIPMENT. 35. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS WHERE REQUIRED BY LOCAL AUTHORITY, PROVIDE PERMANENT ACCESS WITH SHUT-OFF VALVE UPSTREAM OF PRIMING DEVICE. 36. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO PLUMBING FIXTURES. THIS INCLUDES, BUT IS NOT LIMITED, TO PROVIDING (FURNISHING AND INSTALLING) ALL TRAPS, DRAINS, AND SUPPLIES WITH STOPS. UNT FRAMING TO ZUCTURE � �� "3/16" N \ I PAN DRAIN. ROUTE TO TERMINATE AT MOP SINK rri in 2" AIR GAP NOTE: UNIT SHALL BE MOUNTED AT 8'-0" A.F.F.. INSTALL PER ALL LOCAL CODE REQUIREMENTS. SUPPORT PLATFORM SHALL BE DESIGNED TO SUPPORT A MAXIMUM WEIGHT OF 450 LBS. PAINT BRACKET WITH TWO (2) COATS OF SW/DTM, BLACK. A- )SCALE: KT.. (TYP) THI SH VP SEE PLANL PIPE SIZES SEISN TOP 1. INSTALL SHUT -OFF-DUTY VALVES WHERE SHOWN ON 'THE DRAWINGS AND FOR SERVICE OF EQUIPMENT. CONTRACTOR SHALL PROVIDE ISOLATION VALVES FOR EACH AREA EVEN IF NOT SHOWN ON PLANS. 2. INSTALL BALL TYPE DRAIN VALVES WITH HOSE CONNECTIONS AT LOW POINTS FOR SYSTEM DRAINAGE. 3. REDUCE PIPE SIZES USING ECCENTRIC REDUCER FITTING INSTALLED WITH LEVEL SIDE UP. 4. ANCHOR PIPING TO ENSURE PROPER DIRECTION OF EXPANSION AND CONTRACTION. 5. INSTALL MANUAL AIR VENTS AT HIGH POINTS IN SYSTEM AIR VENTING. 6. INSTALL PIPING PARALLEL AND PERPENDICULAR TO BUILDING STRUCTURE. ROUTE PIPING AS DIRECTLY BETWEEN EQUIPMENT AS POSSIBLE, USING ONLY THE MINIMUM NUMBER OF BENDS REQUIRED. 7. WORK SHOWN ON THE DRAWINGS IS TO BE COORDINATED WITH WORK OF ALL OTHER TRADES AND ACTUAL CONDITIONS OF CONSTRUCTION. 8. LAY OUT THE PIPING SYSTEM IN CAREFUL COORDINATION WITH THE BUILDING CONDITIONS AND ALLOW FOR SERVICE OF ALL INSTALLED EQUIPMENT, ACCESS AND OPERATION OF VALVES, SERVICE OF ALL PIPING COMPONENTS, SERVICE OF HVAC EQUIPMENT. DETERMINE PROPER ELEVATION FOR ALL COMPONENTS OF THE SYSTEM. ESTABLISH STANDARD OF INSTALLATION AND REVIEW WITH OWNER'S REPRESENTATIVE FOR APPROVAL. DEMONSTRATE ACCESS OF ALL SYSTEM COMPONENTS. MAKE MODIFICATIONS REQUIRED BY THE OWNER AND INSTALL ALL OTHER SYSTEMS TO MEET INSTALLATION OF OWNER APPROVED UNIT PIPING. 9. KEEP ALL PIPE OPENINGS COVERED DURING CONSTRUCTION. VERIFY PIPING IS CLEAN AND CLEAR BEFORE EXTENDING PIPING SECTIONS. 10. LABEL PIPING TO IDENTIFY SYSTEM TYPE AND DUTY. 11, COORDINATE LOCATION AND METHOD OF ATTACHMENT OF HANGERS AND SUPPORTS FOR PIPING SYSTEM TO BUILDING STRUCTURE WITH THE STRUCTURAL ENGINEER. ESTABLISH PROPOSED LOCATIONS AND METHODS OF SYSTEM PIPE ANCHORS AND OBTAIN APPROVAL FROM THE ARCHITECT. 12. THOROUGHLY FLUSH BRANCH PIPING BEFORE CONNECTION TO THE UNIT, BYPASS UNIT AND CONTROL VALVE DURING FLUSHING OF PIPING. STRAINER SHALL BE INSTALLED AHEAD OF CONNECTION TO CONTROL VALVE. AFTER BRANCH PIPING IS PROVEN CLEAN, CLEAN STRAINER AND MAKE FINAL CONNECTIONS TO EQUIPMENT AND CONTROL VALVE. 13. REVIEW CONNECTION REQUIREMENTS OF ACTUAL EQUIPMENT FURNISHED PRIOR TO ROUGH -IN. (THIS INCLUDES EQUIPMENT FURNISHED BY DIVISION 22, ANY OTHER DIVISION WORK, OR THE OWNER.) ADJUST ROUGH -IN TO MEET EQUIPMENT INSTALLATIONS REQUIREMENTS. 14. INSTALL VALVES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 15. INSTALL VALVES WITH UNIONS AT EACH PIECE OF EQUIPMENT ARRANGED TO ALLOW SERVICING, MAINTENANCE, AND EQUIPMENT REMOVAL. 16. LOCATE VALVES FOR EASY ACCESS AND PROVIDE SEPARATE SUPPORT 'WHERE NECESSARY. 17. INSTALL VALVES IN HORIZONTAL PIPING WITH STEM AT OR ABOVE THE 'CENTER OF THE PIPE. 18, INSTALL VALVES IN A POSITION TO ALLOW FULL STEM MOVEMENT. 19. INSTALLATION OF CHECK VALVES: INSTALL FOR PROPER DIRECTION OF FLOW. 20, INSTALL HANGERS, SUPPORTS, CLAMPS, AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING FROM STRUCTURE. 21, INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY INSERTS, BOLTS, RODS, NUTS, WASHERS, AND OTHER ACCESSORIES. 22, INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED MOVEMENT OF PIPING SYSTEMS, PERMIT FREEDOM OF MOVEMENT BETWEEN PIPE ANCHORS, AND FACILITATE ACTION OF EXPANSION. 23. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS SO THAT PIPING LIVE AND DEAD LOADING AND STRESSES FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. 24, DIVISION 22 CONTRACTOR SHALL PROVIDE TEST AND BALANCE OF PIPING SYSTEMS. TEST AND BALANCE SHALL BE PERFORMED AND REPORTED AS DESCRIBED BY NEBB OR AABC. PUMP STRAINERS SHALL BE CLEAN AND EQUIPMENT CONTROLS AND DEVICES FULLY FUNCTIONAL AT THE TIME OF PERFORMING BALANCE WORK, AFTER INSTALLATION OF NEW EQUIPMENT, THE CONTRACTOR SHALL BALANCE FLOW THROUGH HEATING AND COOLING COILS AND RECORD MEASUREMENTS. THE TEST FINDINGS SHALL BE REPORTED TO THE ARCHITECT FOR REVIEW AND COMMENT. IF THE SYSTEM IS FOUND TO BE OUTSIDE OF THE INSTALLED PUMPING EQUIPMENT ESTABLISHED PERFORMANCE CURVE, THE CONTRACTOR SHALL REBALANCE SYSTEM TO BRING IT TO THE PUMP MANUFACTURER'S PERFORMANCE PUMP CURVE. ""T0"' "` T 5-C EXPANSION TANK GALLON 0.9 GALLON SCALE: N.T.S. EF ECK VALVE YP) , 3/4" HWR OPEN [AQUASTAT REMOVE SEE PLANS FOR PIPE SIZES (TYP.) (p) HOT WATER RECIRC. PUMP REF. SCHEDULE P RELIEF VE (ROUTE NSB) I VALVE WITH CONNECTION. R TIGHT REINFORCED GALVANIZED I PAN. 3/4" DRAIN ROUTE TO MOP SINK N, TERMINATE WITH AN AIR GAP. EFER TO MOUNTING PLATFORM DETAIL THIS SHEET �r r— a N 'd- cv 0 O �v- n- U N Q Q U 0 c� co L 0 U 0 a CAULK SEAL ALL AROUND. DRAW BAND SHEET METAL COUNTER FLASHING SHEET METAL BASE FLASHING TURN UNDER ROOF FELTS 12" MINIMUM REFER STRUCTURAL DRAWINGS FOR ROOF DECK DETAILS. HOLD ROOF PENETRATION TO MINIMUM REQUIRED FOR PASSAGE. PIPE PENETRATION THRU ROOF SCALE: NTS ROOFTOP UNIT ROOFTOP UNIT CURB ASSEMBLY, METAL FLASHING. REFER TO SEAL TO ROOF CURB.--- _ �..- _— ARCHITECTURAL DRAWINGS. rx ANGLE AND CLAMP FOR RIGID INSTALLATION. ROOF FAUCET (RF -1) WITH VACUUM BREAKER/ BACKFLOW PREVENTER, UNION ELBOW I AUTOMATIC DRAINING, ADDITIONAL WOOD BLOCKING. COORDINATE WITH G.C. z 6" MAX. - SHUT—.OFF VALVE 3/4" COLD WATER SUPPLY. SEE SHEET P1.0 FOR ROUTING. --)ROOF FAUCET FRF -1 )SCALE.• NTS WATER SERVICE RISER EXISTING SCALE: RTB NOTE: ARRANGE PIPING TO ALLOW FULL AND FREE MOVEMENT OF ROOFTOP EQUIPMENT DOORS. PRESSURE REDUCING VALVE WITH INTERNAL VENT VENT ELBOW DOWN PLUGGED 1/8" NPT TEST GAUGE CONNECTION. CONNECT TO UNIT GAS CONTROLS WITH GROUND JOINT UNION. PROVIDE GROMMET FOR WATER—TIGHT SEAL GROUND JOINT UNION ROOF FINISHED GRADE 41 ° Q .r. 8' ° n � a CLEAN OUT EXTENSION PIPE SAME SIZE AS �. BUILDING SEWER OR DRAIN & 6" MAX. 1111130110 §TYPICAL GAS PIPING CONNECTION SCALES N.TB /---CAST IRON CLEANOUT WITH THREADED ADJUSTABLE HOUSING, FLANGED FERRULE WITH HEAVY DUTY NICKEL BRONZE VENEER TRACTOR TYPE COVER WASTE LINE 7r FLOOR CLEANOUT(SALES/WAREHOUSE) SCALE: NTS Y WATER METER TO REMAIN. ROOF INSULATION ROOF DECK SCALE: NTS PROVIDE AND INSTALL TIE DOWN STRAP FOR PIPE. WHERE POSSIBLE, SLIP SHEET EDGE SHOULD BE LOCATED 4"-8" FROM ROOF MEMBRANE SEAM LINE TO LIMIT MOVEMENT. DO NOT OVERLAP SEAM. —� INSTALL WITH VERTICAL LOOP TO REDUCE SEDIMENT BUILD UP COLD WATER SUPPLY TRAP PRIMER VALVE VACUUM BREAKER GRAVITY LINE (TO TRAP) OPTIONAL WYE SPLITTER OPTIONAL DISTRIBUTORS/ SPLITTERS FLOOR DRAIN ATTACH TO STRUCTURE, WITH NOTE: METHOD APPROVED BY TRAPEZE HANGERS ARE ACCEPTABLE ARCHITECT NOTE: FOR BONDING SLIP SHEET TO PIPE CURB AND MEMBRANE, USE CARLISE HD250 PRIMER AND ROOF MEMBRANE BONDING ADHESIVE. REFER TO PLANS FOR PIPE SIZE. VERSABLOCK PIPE SUPPORTS. PRODUCT MAY BE STACKED TO OBTAIN HEIGHT REQUIREMENT, INSTALLED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. \\/ ADHERE PIPE PIER TO SLIP SHEET (SEE ABOVE). 24" SQUARE SLIP SHEET (SEE ROOFING SPECIFICATIONS) PROVIDED BY THE ROOFING CONTRACTOR. PLUMBING CONTRACTOR TO COORDINATE WITH ROOFING SUPPLIER FOR QUANITY OF SLIP SHEETS REQUIRED. HEAT WELD SLIP SHEET TO ROOF GRADE MEMBRANE PER MANUFACTURES ROOF MEMBRANE RECOMENDATIONS EXISTING 2" DOMESTIC WATER SERVICE. REFER TO PLAN FOR MORE INFORMATION. PIPING ON ROOF SUPPORT NOTE: CONTRACTOR SHALL VERIFY ALL MECHANICAL GAS FIRED EQUIPMENT CONNECTION LOCATIONS IN THE FIELD PRIOR TO INSTALLING GAS PIPE MAINS OR BRANCHES. GAS COCK WITH PLUGGED 1/8" NPT TEST GAUGE CONNECTION. LOCATE A MINIMUM OF 14" ABOVE SURFACE OF ROOF. ROOFTOP UNIT -GAS PIPING (ON ROOF) REFER TO ARCHITECTURAL DRAWINGS FOR WALL CONSTRUCTION FINISHED FLOOR 4 r, REFER TO PIPE PENETRATION THRU FLOOR ABOVE GRADE THIS SHEET FOR PENETRAIION REQUIREMENTS , WALL CLEANOUT SCALE: NTS GAS PIPE ADJUSTMENT AT ROOF OBSTRUCTIONS (TYPICAL). TYPICAL MECHANICAL PIPE PIPE STAND _----MAY EXTEND AS WASTE OR VENT C.I. CLEANOUT TEE CLEANOUT PLUG /—COUNTERSUNK SCREW —POLISHED S.S. ACCESS COVER ----BOTTOM OF CLEANOUT LIP IS TO BE ABOVE THE HIGHEST TRAP WASTE LINE LENGTH TO SUIT 1/8 BEND 0 END OF LINE CLEANOUT SCALE. NTS PLUGGED 1/8" NPT TEST GAUGE CONNECTION LAP SEALANT STAINLESS STEEL CLAMPING RING m PRE—MOLDED PIPE FLASHING BOOT GROUND JOINT UNION HEAT WELDED LAP BY ROOFING �`'� —' IPE ADAPTER CONTRACTOR DIRT LEG ATTACH 82400 STRUT TO BAR JOIST, SECURE PIPE WITH PIPE CLAMP —� GAS PIPING — RUN BELOW ROOF ABOVE— BOTTOM CHORD OF BAR JOIST. (TYPICAL) - ._ " ffit % SCALE: NTS T 1T Y IGER SHIELD PIPE SUPPORT SCHEDULE PIPE SIZE MAX. SPACING 3/4" 4' 1" 6' r 4 n 6' 2" WASTE LINE 7r FLOOR CLEANOUT(SALES/WAREHOUSE) SCALE: NTS Y WATER METER TO REMAIN. ROOF INSULATION ROOF DECK SCALE: NTS PROVIDE AND INSTALL TIE DOWN STRAP FOR PIPE. WHERE POSSIBLE, SLIP SHEET EDGE SHOULD BE LOCATED 4"-8" FROM ROOF MEMBRANE SEAM LINE TO LIMIT MOVEMENT. DO NOT OVERLAP SEAM. —� INSTALL WITH VERTICAL LOOP TO REDUCE SEDIMENT BUILD UP COLD WATER SUPPLY TRAP PRIMER VALVE VACUUM BREAKER GRAVITY LINE (TO TRAP) OPTIONAL WYE SPLITTER OPTIONAL DISTRIBUTORS/ SPLITTERS FLOOR DRAIN ATTACH TO STRUCTURE, WITH NOTE: METHOD APPROVED BY TRAPEZE HANGERS ARE ACCEPTABLE ARCHITECT NOTE: FOR BONDING SLIP SHEET TO PIPE CURB AND MEMBRANE, USE CARLISE HD250 PRIMER AND ROOF MEMBRANE BONDING ADHESIVE. REFER TO PLANS FOR PIPE SIZE. VERSABLOCK PIPE SUPPORTS. PRODUCT MAY BE STACKED TO OBTAIN HEIGHT REQUIREMENT, INSTALLED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. \\/ ADHERE PIPE PIER TO SLIP SHEET (SEE ABOVE). 24" SQUARE SLIP SHEET (SEE ROOFING SPECIFICATIONS) PROVIDED BY THE ROOFING CONTRACTOR. PLUMBING CONTRACTOR TO COORDINATE WITH ROOFING SUPPLIER FOR QUANITY OF SLIP SHEETS REQUIRED. HEAT WELD SLIP SHEET TO ROOF GRADE MEMBRANE PER MANUFACTURES ROOF MEMBRANE RECOMENDATIONS EXISTING 2" DOMESTIC WATER SERVICE. REFER TO PLAN FOR MORE INFORMATION. PIPING ON ROOF SUPPORT NOTE: CONTRACTOR SHALL VERIFY ALL MECHANICAL GAS FIRED EQUIPMENT CONNECTION LOCATIONS IN THE FIELD PRIOR TO INSTALLING GAS PIPE MAINS OR BRANCHES. GAS COCK WITH PLUGGED 1/8" NPT TEST GAUGE CONNECTION. LOCATE A MINIMUM OF 14" ABOVE SURFACE OF ROOF. ROOFTOP UNIT -GAS PIPING (ON ROOF) REFER TO ARCHITECTURAL DRAWINGS FOR WALL CONSTRUCTION FINISHED FLOOR 4 r, REFER TO PIPE PENETRATION THRU FLOOR ABOVE GRADE THIS SHEET FOR PENETRAIION REQUIREMENTS , WALL CLEANOUT SCALE: NTS GAS PIPE ADJUSTMENT AT ROOF OBSTRUCTIONS (TYPICAL). TYPICAL MECHANICAL PIPE PIPE STAND _----MAY EXTEND AS WASTE OR VENT C.I. CLEANOUT TEE CLEANOUT PLUG /—COUNTERSUNK SCREW —POLISHED S.S. ACCESS COVER ----BOTTOM OF CLEANOUT LIP IS TO BE ABOVE THE HIGHEST TRAP WASTE LINE LENGTH TO SUIT 1/8 BEND 0 END OF LINE CLEANOUT SCALE. NTS PLUGGED 1/8" NPT TEST GAUGE CONNECTION LAP SEALANT STAINLESS STEEL CLAMPING RING m PRE—MOLDED PIPE FLASHING BOOT GROUND JOINT UNION HEAT WELDED LAP BY ROOFING �`'� —' IPE ADAPTER CONTRACTOR DIRT LEG ATTACH 82400 STRUT TO BAR JOIST, SECURE PIPE WITH PIPE CLAMP —� GAS PIPING — RUN BELOW ROOF ABOVE— BOTTOM CHORD OF BAR JOIST. (TYPICAL) - ._ " ffit % SCALE: NTS T 1T Y IGER SHIELD PRESSURE REDUCING VALVE WITH INTERNAL VENT —VENT ELBOW DOWN GAS COCK WITH PLUGGED 1/8 - NPT /8"NPT TEST GAUGE CONNECTION. LOCATE A MINIMUM OF 14" ABOVE SURFACE OF ROOF. GAS PIPING (ON ROOF) STEEL SLEEVE, CLAMP TO STRUCTURE AND FILL WITH WATER PROOF MASTIC TYPICAL GAS PIPING THRU ROOF SCALE: ITB CAST IRON CLEANOUT WITH THREADED ADJUSTABLE CAST IRON CLEANOUT WITH THREADED HOUSING, FLANGED ADJUSTABLE HOUSING, FLANGED FERRULE WITH FERRULE WITH NICKEL HEAVY DUTY NICKEL BRONZE VENEER TRACTOR BRONZE SCORIATED COVER TYPE COVER FINISHED GRADE WASTE LINE LENGTH TO SUIT CLEAN OUT EXTENSION PIPE SAME SIZE AS BUILDING SEWER OR DRAIN & 6" MAX. �h FLOOR CLEANOUT(OFFICE/RESTROOMS) SCALE: NTS GAS PIPE ADJUSTMENT AT ROOF OBSTRUCTIONS (TYPICAL). TYPICAL MECHANICAL PIPE PIPE STAND 24" SQ. CONC. PAD TROWEL TOP SMOOTH AND EDGE. OMIT IF IN SIDEWALK ° PIPE SUPPORT SCHEDULE PIPE SIZE MAX. SPACING 3/4" 4' 1" 6' 1 1/4' 6' 1 1/211 6' 2" 6' 2 1/2' 8' 3" 8' 4" 8' NOTES: 1. PIPING SHALL BE SUPPORTED AT ALL ELBOWS AND TEES, AND SHALL BE. SPACED AS SPECIFIED IN TABLE. 2, PIPING SHALL BE SLOPED AND ROUTED TO PREVENT TRAPPING CONDENSATE (EXCEPT AT DIRT LEGS) AND TO FACILITATE CONDENSATE DRAINAGE. VERSABLOCK 24860 BOISE RIVER ROAD PARMA, ID 83660 866.612.5625 blockinfo@versablock.com PRESSURE REDUCING VALVE WITH INTERNAL VENT —VENT ELBOW DOWN GAS COCK WITH PLUGGED 1/8 - NPT /8"NPT TEST GAUGE CONNECTION. LOCATE A MINIMUM OF 14" ABOVE SURFACE OF ROOF. GAS PIPING (ON ROOF) STEEL SLEEVE, CLAMP TO STRUCTURE AND FILL WITH WATER PROOF MASTIC TYPICAL GAS PIPING THRU ROOF SCALE: ITB CAST IRON CLEANOUT WITH THREADED ADJUSTABLE CAST IRON CLEANOUT WITH THREADED HOUSING, FLANGED ADJUSTABLE HOUSING, FLANGED FERRULE WITH FERRULE WITH NICKEL HEAVY DUTY NICKEL BRONZE VENEER TRACTOR BRONZE SCORIATED COVER TYPE COVER FINISHED GRADE WASTE LINE LENGTH TO SUIT CLEAN OUT EXTENSION PIPE SAME SIZE AS BUILDING SEWER OR DRAIN & 6" MAX. �h FLOOR CLEANOUT(OFFICE/RESTROOMS) SCALE: NTS GAS PIPE ADJUSTMENT AT ROOF OBSTRUCTIONS (TYPICAL). TYPICAL MECHANICAL PIPE PIPE STAND 24" SQ. CONC. PAD TROWEL TOP SMOOTH AND EDGE. OMIT IF IN SIDEWALK ° — —III�II1= TWO—WAY CLEANOUT WASTE LINE ................... ............ SCALE N.T.S III % SCALE: NTS ROOFTOP UNIT ADAPTER AS REQUIRED TO RTU CONNECTION WITH UNION. SCREENED VENT OUTLET ROOF CURB REFER TO PLAN P100 FOR — CONTINUATION. PIPE STAND (STACK AS NEEDED) SLIP SHEET NOTE: VERIFY UNIT CONNECTION LOCATION (SOME MAY HAVE BOTTOM OUTLET OR NOT REQUIRE EXTERNAL TRAP). NOTE: ARRANGE PIPING TO ALLOW FULL AND FREE MOVEMENT OF ROOF TOP EQUIPMENT DOORS. CONDENSATE DRAIN PIPE SAME SIZE AS RTU DRAIN BUT NOT LESS THAN 3/4". z 3/4" VENT MINIMUM 4" DEEP TRAP, FIPT ADAPTER z PLUG MIPT — FOR CLEANOUT AND WINTERIZATION DRAIN. EJ SCALE: NTS ALTERNATE FOR CONDITIONS WHERE PIPE IS NOT CONCEALED IN PARTITION WALL INSULATION (SEE SPECS.) LOCATE CLOSE AS POSSIBLE TO WALL SURFACE OF HEATED SPACE. (L" MAX.) SUPPLY RISER (SEE DRAWINGS FOR SIZE) PROVIDE SPECIAL CASING LENGTH AS REQ'D. REMOVABLE KEY AND LOCKING COVER. VACUUM BREAKER W/ HOSE CONNECTION (VERIFY WALL THICKNESS) CENTERLINE OF CW PIPE IN WALL SCALE: NTS k„ Y' „a I 1. SPRINKLER CONTRACTOR MUST REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID, COORDINATE LOCATIONS OF ANY EXISTING FIRE PROTECTION COMPONENTS, INCLUDING PIPING, .ALARMS, DRAINS, TEST POINTS, ETC. WITH THE NEW OFFICE ADDITIONS SPRINKLER REQUIREMENT. 2. ROUTE SPRINKLER LINES TO COORDINATE WITH OTHER TRADES. 3. PENETRATIONS OF "RATED ASSEMBLIES" SHALL BE FIRE STOPPED WITH AN APPROVED MATERIAL PER METHODS REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. THE FIRE PROTECTION ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE .CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK, THE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR, SUBCONTRACTORS, THEIR RESPECTIVE EMPLOYEES OR ANY OTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE ENGINEERING FIRM'S EMPLOYEES. 5. SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL OF THE CHANGES FROM BOTH THE AHJ AND THE FIRE PROTECTION ENGINEER OF RECORD. IN ADDITION TO OBTAINING THE NECESSARY APPROVALS, THE CONTRACTOR MUST MAKE NOTE OF ANY FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS, AND THEN MUST PROVIDE A SET OF AS–BUILT DRAWINGS ONCE COMPLETE. AS–BUILTS SHALL BE MARKED–UP IN RED. 6. PROVIDE FLUSHING CONNECTIONS IN ACCORDANCE WITH NFPA 13. 7. PROVIDE SPRINKLER HEADS UNDER HVAC DIFFUSERS AS REQUIRED BY NFPA 13. REFERENCE HVAC DRAWINGS FOR DIFFUSER LOCATIONS. 8. PROVIDE ALL NECESSARY OFFSETS, RAISES OR DROPS IN PIPING AND AUXILIARY DRAINS REQUIRED BY BUILDING CONDITIONS. 9. PRIOR TO INTERIOR FINISHING , HYDROSTATICALLY TEST NEW AND MODIFIED ABOVE GROUND SPRINKLER PIPING FOR LEAKAGE IN PRESENCE OF AUTHORITY HAVING JURISDICTION. 10. COMPLETED TEST CERTIFICATES TO BE FORWARDED TO FIRE MARSHAL AND OWNER. 11. SUBMIT SPRINKLER SYSTEM DRAWINGS IDENTIFIED AS "WORKING PLANS" AND CALCULATIONS ACCORDING TO NFPA 13. 12. DESIGN AND INSTALLATION APPROVAL: COMPLY WITH THE MOST RECENTLY REVISED VERSIONS OF ALL APPLICABLE LAWS, CODES, STANDARDS, RECOMMENDATIONS OF TECHNICAL SOCIETIES, RULES, REGULATIONS, AND ORDINANCES OF FEDERAL, STATE, AND LOCAL AUTHORITIES. THESE CODES AND STANDARDS SHALL BE CONSIDERED A PART OF THIS SPECIFICATION AS THOUGH FULLY REPEATED HEREIN. MODIFICATIONS REQUIRED BY THE ABOVE MENTIONED AUTHORITIES SHALL BE MADE WITHOUT ADDITIONAL CHARGE TO THE OWNER. 13. HYDRAULICALLY DESIGN SPRINKLER SYSTEMS ACCORDING TO THE LOCALLY ACCEPTED NFPA 13 EDITION. 14. PROVIDE SPRINKLER HEAD GUARDS ON ALL SPRINKLERS IN AREAS THAT ARE SUBJECT TO DAMAGE. 15. COORDINATE INSPECTORS TEST/AUXILIARY DRAINS LOCATION WITH AUTHORITY HAVING JURISDICTION. FIRE PROTECTION DESIGN CRITERIA SALES FLOOR / RECEIVING/STOCK AREA RESTROOMS/OFFICES/BREAKROOM/DATA/CORRIDOR CLASSIFICATION: CLASS III COMMODITIES/GROUP A PLASTIC (UP TO CLASSIFICATION: LIGHT HAZARD 12FT STORAGE) DENSITY: 0.10 GPM SQ. FT. DENSITY: 0.2 GPM SQ. FT. MINIMUM CALCULATION AREA: 1,500 SQ. FT. MINIMUM CALCULATION AREA: 1,500 SQ. FT. IMAX. COVERAGE PER SPRINKLER: 225 SQ. FT. MAX. COVERAGE PER SPRINKLER: 130 SQ. FT. IHOSE STREAM ALLOWANCE: 100 GPM HOSE STREAM ALLOWANCE: 250 GPM WATER SUPPLY 111FO"WMATION CONTRACTOR NOTE: THE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE OF HIS OWN FLOW TEST. THIS FLOW TEST MUST BE SUPERVISED BY, AND ACCEPTED BY CITY OF SANFORD, FL. THIS FLOW TEST MUST B PERFORMED IN STRICT ACCORDANCE WITH NFPA 291. THIS FLOW TEST MUST BE SUBMITTED WITH THE SPRINKLER SHOP DRAWINGS TO PRECISION ENGINEERING AND THE LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO ANY FABRICATION OR INSTALLATION OF SPRINKLER PIPING. WATER FLOW TEST PRESSURE MUST BE CALCULATED FROM THE SOURCE HYDRANT TO THE BASE OF RISER. SPRINKLER NOTE: ALL PENDENT SPRINKLERS SHALL BE CENTERED IN QUARTER– POINTS OF CEILING TILES. ANY UPRIGHT SPRINKLERS SHALL BE PROVIDED WITH GUARDS ADDED IF SPRINKLERS ARE SUBJECT TO DAMAGE, APPLICABLE CODES: 1, 2014 FLORIDA BUILDING CODES. 2. ADOPTED NFPA 13. 3. LOCAL AUTHORITY HAVING JURSIDICTIONS. KEYNOTES O ODO NOT ROUTE NEW SPRINKLER MAIN THROUGH ELECTRICAL ROOM AND DATA ROOM. �2 PROVIDE UPRIGHT SPRINKLER HEADS IN OPEN AREA AND SEMI -RECESSED SPRINKLER HEADS IN CEILING APPLICATIONS. MODIFY EXISTING SPRINKLER HEADS AS NECESSARY IN AREAS TO FIT THE NEW PROPOSED HAZARD IN ACCORDANCE WITH NFPA 13. REFERENCE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAILS ON WALLS, CEILINGS, LIGHTS, ETC. �3 PROVIDE SPRINKLER HEAD BELOW DROP BOX PER NFPA 13 REQUIRMENT. (TYPICAL ALL SALES FLOOR NEW). REFERENCE MECHANICAL HVAC DRAWINGS FOR ADDITIONAL DETAILS. �4 CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM REQUIRED HYDRAULIC CALCULATION BASED ON RACKING AND STORAGE CONFIGURATION TO CONFIRM SYSTEM MODIFICATION REQUIRED FOR COMPLIANCE WITH CURRENT CODES. CONTRACTOR SHALL INCLUDE 5 PSI OR 10 SAFETY FACTOR OR AS REQUIRED BY LOCAL AUTHHORITY. STOCKING ARRANGEMENT: RACKING ARRANGMENT CLASS 1–III PRODUCT: 12 FEET STORAGE MAXIMUM HEIGHT WITH SINGLE AND DOUBLE ROW FIXED RACKS. EXPOSED UNEXPANDED GROUP A PLASTICS SOLID PILES ON THE FLOOR, NOT GREATER THAN 5 FEET HIGH WITH 8 FEET AISLES. FLUE SPACES IN BETWEEN RACKS MUST BE MAINTAINED AT 6" TRANSVERSE AND 0" OF LONGITUDINAL OR 3" OF TRANSVERSE AND 6" LONGITUDINAL. BAR JOIST , STEEL BEAM NOTE: THESE PLANS ARE PROVIDED TO ASSIST THE CONTRACTOR IN BIDDING AND ARE NOT INTENDED TO BE ALL INCLUSIVE OF ALL WORK REQUIRED FOR THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE AND BECOMING FAMILIAR WITH THE EXISTING FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIAL REQUIRED FOR A COMPLETE FIRE SPRINKLER SYSTEM, ACCEPTABLE TO THE OWNER AND AUTHORITY HAVING JURISDICTION WITHIN THEIR BID. ALL ROOF WORK SHALL BE PERFORMED BY LANDLORD APPROVED ROOFING CONTRACTOR, G.C. TO FURNISH 1 YEAR LABOR WARRANTY FOR WORK IN ADDITION TO EQUIPMENT MANUFACTURER . WARRANTY. FIRE PROTECTION SHOP DRAWINGS WILL BE REVIEWED BY TELGIAN FIRE AND LIFE SAFETY COMPANY. 3" PVC PIPE W/2 FEMALE ADAPTORS GLUED TO EACH END & THREADED PLUGS TURNED INTO ADAPTORS, SECURE PIPE TO WALL W/ METAL STRAPS, LABEL TUBE; "SPRINKLER DRAWINGS" O O Q9 z c� cl- � Z o o � LWT CV J Y Z V 18"AFF nLed Im -_ got) SCALE; N.T.S. AMP LN M CLAMP AND ATR TO BE LARGER THAN 4". PIPE w/ PIPE RING GOOSENECK DETAIL SCALE: N.T.S. SCH. 10 OR 40 NIPPLE BRANCHLINE—' 1" SCH. 10 OR 40 DROP SEMI–RECESSED OR CEILING CONCEALED SPRINKLER SCALE; N.T.S. lip iiiiiii o�000 LANDING 1 � ------_---- j�Rlu T I RTI VN L_1_-1 --u HALL #1 I i II Its) I (�) Q I () y ILTJLA �I II 1 t I f7NISEX I II L.P IT= 1\ --------- n I�j II I�jn 0n I �I II I I I v l l CASH I I I I q v I Ci I I I I I I I w \i _ 7 �,I II MANAGER II OFFICE II II II IIwOMENLL. I LOUNGE �I WOMEN iL� IL J I I II II II II I it _ \' II I STORAGE __ II it II II II AREA 110[�LEN --ji II I "�^_ R FT II II 11 II II MCR. II II I IP T I II I ILJI V II II -0 BACK II I u� II I I MEN J I \m1 rvfi II II OFFICE /\ II I � II I II �-- I---"L-------I I-------------------------JL-------u----------- I--------J��� _,�—_-------- _________________ —-- L�=--=__________---------- --Ir—�I---I r--r-------�------------------^----- -___ _____--_----------- I-I�------- I II II II I I L, _ J I I Lul LLJJ I I a II TYPICA 2 3 I I --------; r FITTING. 0 O _ ; 1= �� ROGmM—a I I I I I I j wR,4PyIG�I j I I J 1 L— TE 1 r _1 — ] I F CASES 1 / I I I 13 I I I I I I I � I I I I I I I I I I I I I 13------------------------------------ 1 I \ I /J < —f -------7 / i i vNI-- F---- 1 CASH iwTAP I I I �-J i CASRLi, I I tuAl j I I (t I I I I I I ---------------- I I I I I I (6) I 13 �� I I I 1 I I I I I I I I I I 1 I I - I \\-----®----------------------------A------- ---------/' \ \ / / // \\// // /'------------------------------------------------- I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I � I I / \ o 0 I Ly1 / I I I I I I J I I I l (( rL I I I 1k FITTING ROOMS I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I d I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I J I I I \ \\y I 1 ALTERATIONS 10V'FITTING ROOMS i i / i i i i i -------------------- - ------------------\ 1 �`-------------------'� i II II II II II II II II II II II II II II II II II II II II ----------JI IL ----------- II II I -----------i ------------ w■®�®®®ISS �\ \�_----.------ ------------- / / i / / I J WIT 'I Al [q- Wt-]�- ktV -L )"� AM k - SCALE: 1116" = V-011 DEMOLITION NOTES 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND SHALL BE FAMILIAR WITH THE LIMITS OF DEMOLITION REQUIRED FOR ALL TRADES, COORDINATE DEMOLITION WITH REQUIREMENTS OF NEW CONSTRUCTION PRIOR TO INITIATING WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPLETE REMOVAL AND DISCARDING OF ALL DEMOLITION WASTE INCLUDING ANY UNFORESEEN ITEMS WITHIN THE SCOPE OF THE PROJECT. 3. CONTRACTOR SHALL COORDINATE DEMOLITION OPERATIONS WITH CONTINUING OWNER OCCUPATION OF ADJACENT SPACES. ALL DEMOLITION WORK TO BE COORDINATED . WITH OWNER AND CONDUCTED UNDER CONTROLLED CONDITIONS. 4. REPAIR/PATCH AS REQUIRED FOR DEMOLITION OF VARIOUS CONSTRUCTION ITEMS. VERIFY AND COORDINATE ANY REQUIRED OPENINGS WITH RESPECTIVE TRADES. FOR ANY WORK THAT SHALL OCCUR OUTSIDE OF DEMOLITION AREA, CONTRACTOR SHALL RETURN SPACE TO ORIGINAL CONDITION. 5. THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL REQUIRED ELECTRICAL DEMOLITION OF THIS SPACE TO COMPLETE THIS PROJECT. REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS. 6. PRIOR TO DEMOLITION FIELD VERIFY AND IDENTIFY ANY EXISTING EQUIPMENT TO REMAIN IN SERVICE THAT IS SERVED BY SYSTEMS TO BE DEMOLISHED. NOTIFY ENGINEER OF ANY SUCH CONDITIONS AND REMOVE AND/OR RELOCATE THE SERVICES AS DIRECTED. 7. MEET WITH OWNER OR AN OWNER'S REPRESENTATIVE PRIOR TO DEMOLITION TO IDENTIFY SYSTEMS, EQUIPMENT, ETC. THAT ARE TO BE SALVAGED OR TO BE DISPOSED. SALVAGE OR DISPOSE IN AN APPROVED MANNER AS DIRECTED BY THE OWNER. 8. ALL MATERIAL AND LABOR NECESSARY TO COMPLETE THIS PROJECT IS PROVIDED BY THE CONTRACTOR UNLESS SPECIFICALLY CALLED OUT TO BE PROVIDED BY OTHERS. 9. CONTRACTOR WILL BE RESPONSIBLE FOR ANY TEMPORARY POWER REQUIRED FOR THE COMPLETION OF THE JOB. 10. ALL NOTES ON THE ARCHITECTURAL DEMOLITION SHEETS APPLY TO THIS WORK. 11. CONTRACTOR IS TO REMOVE ALL EXISTING ELECTRICAL DEVICES, CONDUIT WIRE ETC THAT WILL NOT BE REUSED UNLESS NOTED OTHERWISE.WHERE REQUIRED, COORDINATE EQUIPMENT ELECTRICAL TERMINATION REQUIREMENTS WITH ELECTRICAL CONTRACTOR. 12. THE DEFINITION OF ELECTRICAL IS ALL WIRING I.E. POWER, DATA, PHONE, ETC. THEREFORE WHEN A NOTE REFERS TO DISCONNECTING, CONNECTING OR RECONNECTING ELECTRICAL IT REFERS TO ALL WIRING NOT JUST POWER. 13. WHEN REMOVING OR 'RELOCATING AN ELECTRICAL DEVICE ALL ELECTRICAL SERVICE MATERIAL I.E. CONDUIT, WIRE, FITTINGS, HANGERS, ETC. THAT ARE NOT TO BE REUSED ARE TO BE REMOVED BACK TO THE FEEDING ELECTRICAL PANEL.. KEY NOTES 1. THE EXISTING RTU'S ARE TO BE REMOVED. DISCONNECT ALL ELECTRICAL FROM THE EXISTING RTU'S FOR REMOVAL AND SALVAGE THE FEEDER WIRE TO BE REUSED. 2. REMOVE ALL EXISTING ELECTRICAL DEVICES IN WALLS TO BE DEMOLISHED SHOWN DASHED. (TYP.) 3. THE TWO (2) EXISTING PANELS RTA & RTB LOCATED ON THE ROOF ARE TO BE REMOVED. 4. THE CANOPY LIGHTING IS TO BE REMOVED, TO BE REPLACED ONE FOR ONE WITH NEW. 5. THE ELECTRICAL ROOM IS TO REMAIN "AS IS" UNLESS NOTED OTHERWISE. 6. REMOVE ALL LIGHT FIXTURES IN THE BUILDING. 7. CLEAN ELECTRICAL ROOM OF ALL DEBRIS. 8. THE WATER HEATER IS TO BE REUSED. REFEED CIRCUIT TO PANEL L1. 9. THE RESTROOM EXHAUST FAN IS TO BE REUSED. REFEED CIRCUIT TO PANEL L1. 10. EXISTING WALL HEATERS ARE TO BE REUSED. REFEED CIRCUIT -f0 PANEL L1. 11. EXISTING UNIT HEATER IS TO BE SALVAGED. SALVAGE THE EXISTING BRANCH CIRCUIT FEEDING THE UNIT HEATER FROM THE EXISTING PANEL TO BE DEMOLISHED. EXTEND AND RECONNECT THE UNIT HEATER SALVAGED CIRCUIT TO NEW PANEL L1. 12. REMOVE ALL SCONCE FIXTURES. 13. IF THE FLOOR IS TO BE REUSED, THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL FLOOR BOXES. ABBREVIATIONS AC 6' ABOVE COUNTER. SPACE OR 42 Afr IG 150LATCO GROUND AF AMP FUSE 15C SHORT CIRCUIT CURRENT AFP` ABOVE FINISHED FLOOR LTG LIGHTING AL ALUMINUM MTD MOUNTED BFC BELOW FINISHED CEILING N NEUTRAL BKK BREAKER NEC NATIONAL ELECTRICAL CODE CND CONDUIT PNL PANEL CONN CONNECTED OR CONNECTION RECPT RECEPTACLE GT® CABLE TV TERMINAL BACKBOARD TEL TELEPHONE Cu COPPER TT15 TELEPHONE TERMINAL BOARD ON DOWN TV TELEVISION EC EMPTY CONDUIT TV55 TMN51ENT VOLTAGE SURGE 5UPPRE550K ELEC ELECTRICAL Tyr TYPICAL FACP FIRE ALARM CONTROL PANEL )(FMR TRANSroKMEK FAA FIRE: ALARM ANNUNCIATOR PANEL UG UNDERGROUND G OR GRND GROUND WP WEATHERPROOF GFCI OR GF GROUND FAULT CIRCUIT INTERRUPTER TV OUTLET 18" AFF Lz M c� 0 (N >r ccs a� `C3 N C) 0 LLI U O LLI 0 Q 0 LL. 0 VJ L O U W C M O O LL ELECTRICAL LEGENDS 5YMBOL5 m5CR noi,; MOUNTING QDUPLEX RECEPTACLE, 120V, 20A NEMA 5-20K I W APP all DUPLE( RECEPTACLE, 1 2OV, 20A, NEMA 5-208 A'2 AFF OR G" ABOVE l' COUNTER TOP QUADRAPLEX RECEPTACLE, 120V, 20A, NEMA 18° AFF 5-20R q? OUADRAPLEX KECCPTACLE, 12OV, 20A, NEMA 42" APP OK G' ABOVE '1'j AC 5-209 COUNTERTOP 1p DUPLEX RECEPTACLE TOP HALF SWITCHED, 120V, 18+ AFF 20A, NEMA 5-209 ® DUPLEX RECEPTACLE, 1 2OV, 20A. NEMA 5-208 FLUSH WITH PINI5HED FLOOR 0 DUPLEX RECEPTACLE, 120V, 20A, NEMA 5-209 IN CEILING Q9 SPECIAL RECEPTACLE, CONFIGURATION AND 181 AFF P-LECTRICAL CHARACTfRI5TIC A5 NOTED ON DWG (1 JUNCTION BOX FW5H 1N WALL WITH COVER 51ZE 181 AF, PER NEC JUNCTION BOX PLUSH IN CEILING WITH COVER SIZE IN CEILING PER NEC. O JUNCTION BOX PLUSH IN FIN5HED FLOOR WITH FLUSH WITH FINISHED COVER SIZE PER NEC. FLOOR (� TV OUTLET 18" AFF r TELEPHONE OUTLET 18' APF TELEPHONC OUTLET. SUBSCRIPT• F - tl?Xro1AW5 42" APP OK G° ABOVE PHONE, H - HOUSE PHONE, P - PAY PHONE COUNTER TOP W'7 TELEPHONE / DATA COMBINATION OUTLET 18" RPF $, TELEPHONF- / DATA COMBINATION OUTLET 42" AFF` OR V ABOVE COUNTER TOP r DATA OUTLET 9AMBER BEHIDE MICATEB CLIMWIM 18' AFP 42" AFr OR 6" ABOVE $ DATA OUTLET COUN ER TOP SMOKE DETECTOR CEILING / WALL MOUNTED CEILING / 80" APP ( / INFRARED BEAM SMOKE DETECTOR 80- APF TRANSM ITTOURECEI VER. HEAT DETECTOR CEILING&VALL MOUNTED CEILING / 80" AFP FLOW SWITCH QTAMPER SWITCH FIRE: ALARM NOTIFICATION DEVICE. AUDIO AND 80_ AFF V15UAL FIRE ALARM NOTIFICATION DEVICE AUDIO 80" AFF FIRE ALARM NOTIFICATION DEVICE V15UAL 80" AFP ® FIRE ALARM INITIATION DEVICE PULL STATION. -42" AFF CARD READER 42" AFP $ SWITCH 42" ArF y SWITCH - 3 WAY 42' AFF $O3 SWITCH - BUILT IN OCCUPANCY 5EN5OR 42" AFP' 015CONNECT 5WITCH. 3UB5CRIFT• AMP / dk OF AS INDICATED ON DWG L1 FOLE5 / ENCLOSURE FUSED 015CONNECT SWITCH SUBSCRIPT: AMP/# A5 INDICATED ON DWG OF POLE5 / ENCLOSURE / FUSE ELECTRICAL PANELBOARD REFER TO PANCLBOARD SURFACE MOUNTED SCHEDULE ON WALL ELECTRICAL PANELBOARD. RE.FCK TO PANELBOARD PLU5H WITH WALL SCHEDULE EQUIPMENT AS NOTED ON DRAWING. iQ' MOTOR -"—`-� CONDUIT MAGNETIC DOOR HOW OPEN DEVICE CONNECTED �M TO PACP. DOOR RELEASED CLOSED IN THE EVENT OF ALARM. a SHUNT TRIP A55CMDLY PUSH BUTTON SWITCH /o CONDUCTORTURNING 0OWN/UP I.., HOME RUN WITH WIRE TICKS XX - PANEL DESIGNATION, # - CIRCUIT DESIGNATION WIRE TICKS - (1) NEUTRAL 1, (3) HOT 1114 (1) GROUND ELECTKICAL GENERAL NOTES IEl=W=& DENM OKML BE IN 0OWURM YIIT?1 IM CUFF01IT 2000 EDMON AH NWA 7Q 2. ELECTRICAL CONTRACTOR SHALL REFER TO ALL OTHER DESIGN DRAWINGS PRIOR TO BID AND RI<TAIN FULL UNDERSTANDING OF THE SCOPE OF WORK. 3 FIXTURCTYPE INDICATED BY UPPER CASE,CHARACTER5. SWITCHING AND GROUPING DESIGNATED BY LOWER CASE LETTER AND CIRCUIT BY NUMBER (WHERE APPLICABLE). 4 REFER TO THE ARCHITECTURAUINTERIOR5 REFLECTED CEILING PLANS FOR EXACT FIXTURE PLACEMENT AND DIMEN510145 5, RE PER TO THE-ARCHITECTURAUINTERIOR.S OOCUMENT5 FOR ACTUAL DEVICE LOCATIONS AND DIMENSIONS. G. COORDINATE THE INSTALLATION OF ALL CEILING MOUNTED DEVICES (FIRE ALARM 5YSTEM DEVICES AND 5FEAKEK5, SOUND 5Y5TCM 5PCAKER, ETC) TO Eft 5YMMCTRICAL ABOUT LIGHT FIXTURES AND 5PRINKLER HEADS, REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN, TYPICAL 7 ALL MOUNTING OF EQUIPMENT IS A5 5NOWN UNLE55 OTHERWISE NOTED COORDINATE WITH ARCHITECT THE COLOIWIN15HE5 OF ALL ELECTRICAL DEVICES, OUTLET5, COVERPLATE5 AND TRIM 8 EMERIGENCY BATTERY PACKS AND EXIT SIGNS SHALL BE CONNECTED AHEAD OF ANY SWITCHING DEVICES 9 REFER TO MECHANICAL DRAWING5 FOR DUCT 5MOKe DETECTOR LOCATIONS AND QUANTME5 OPERATION 5HALL INCLUDE DUAL CONTACT DA5E WITH LOCAL EQUIPMENT SHUTDOWN AND FIRE. ALARM SIGNAL INITIATION 10 WHEN CONDUCTOR OK CONDUIT 51ZE 15 INDICATED FOR BRANCH CIRCUIT HOME RUN. THE CONDUCTOR AND CONDUIT 51ZE INDICATED SHALL BE USED FOR THE COMPLETE CIRCUIT I I KEFEKTO THE: APPROPRIATE DRAWINGS FOR, THE EXACT LOCATION AND REQUIREMENTS OF EQUIPMENT INSTALLED UNDER OTHER DIVISIONS OF THE DOCUMENT5. WHICH REQUIfT ELECTRICAL 5ERVICE 12 EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSTALLED IN ALL RACEWAYS 13 WALL SWITCHES CONTROLLING CIRCUITS OF OFF05ITC PHASES SHALL NOT BE INSTALLED IN COMMON BOX UNLESS PERMANENT BARRIER 15 PROVIDED 14 ALL HOME RUNS SHALL RUN PARALLEL TO STRUCTURE A5 MUCH AS P055113LE WHERE CEILING 15 EXPOSED 15 ALL RACEWAY A�10 EQUIPMENT SUPPORTS AND HANGERS SHALL BI' FULLY COORDINATED WITH STRUCTURAL DRAWINGS TO INSURE LOCATION OF 5AMr OCCURS WITHIN FOUR (4) INCHES OF PANEL POINT ON 15AR JOISTS 16 COORDINATE LOCATION OF ALL FLOOR MOUNTED MECHANICAL AND PLUMBING EQUIPMENT IN ORDER TO VERIFY POWER 4 CONTROL RACEWAY CONCEALED IN 5LA55 TERMINATED AT PROPER LOCATION 17 DISCONNECT SWITCHES. MOTOR STARTERS AND OTHER ELECTRICAL EQUIPMENT 1145TALLED ABOVE ACCESSIBLE CEILINGS AND REQUIRING ACCE55 FOR MAINTENANCE. SHALL BE I145TALLCD WITH BOTTOM OF DEVICE ONE (1) FOOT ABOVE CEILING TO PROVIDE READY ACCM51DILTTY 18 MECHANICAL, PLUMBING I°IRf PROTECTION AND OTHER EQUIPMENT ARE SHOWN ON FLOOR PLAN IN APPROXIMATE LOCATION COORDINATE WITH M. P, rP AND CONTRACT DRAWWING95UBMITTAL5 FOR EXACT LOCATION OF EQUIPMENT 19 GENERAL DIAGRAMATIC RACEWAY INTERCONNECTIONS OF EOUIPMENT, FIXTUR 5 AND DEVICES ARE INDICATED ON FLOOR AND REFLECTED CEILING PLANS. REPEKTO STRUCTURAL AND ARCHITECTURAL PLANS FOR ELEVATION CHANGES AND RACEWAY ROUTE'S 20 RACEWAY FOR EXTERIOR LIGHTING MAY DE INDICATED OUTSIDE OF BUILDING FOOTPRINT FOR CLARITY. ROUTE ALL EXTERIOR LIGHTING RACEWAY WITHIN BUILDING 5TRUCTURE 21 TELEV15ION AND RADIO ANTENNAS CABLES SHALL HAVE SURGE PROTECTION GROUND ALL MA5T5 22 PROVIDE 5URGE PROTECTION FOR ELECTRICAL AND TELEPHONE 5ERVICF..a 23 PROVIDE TV55 FOR PIKE ALARM CONTROL PANEL 24 FIELD COORDINATE MECHANICAL AND PLUMBING EQUIPMENT ELECTRICAL CHARACTM5TIC5 WITH DIV. 15 CONTRACTOR PRIOR TO ROUGH -IN ADJUST ELECTIZICAL CONNECTIONS IF NECE55ARY TO MATCH ACTUAL EQUIPMENT IN FIELD POR EXAMPLE, COORDINATE THE NAMEPLATE OVEKCURRF-NT PROTECTION DEVICE RATING OF MECHANICAL EQUIPMENT AMONG MECHANICAL AND ELECTRICAL SUBCONTRACTORS AOJU5T CIRCUIT BREAKER TO MATCH NAMEPLATE; RATING OF EQUIPMENT AT NO ADDITIONAL C05T 25 FIELD COORDINATE MECHANICAL AND PLUMBING EQUIPMF_NT REOUIKEMENT5 FOR ANY SUPPLEMENTAL POWER REQUIREMENT5, INCLUDING BUT NOT LIMITED TO CONTROL CIKCUIT5 IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO BRING ALL EQUIPMENT TO ITS INTENDED OPERATIONAL 5TATU5. 26 REPCR TO FIRE PROTECTION DRAWINGS FOR LOCATIONS OP FLOW AND TAMPER 5WITCHE5 27 EACH PENETRATION OF A FIRE RE515TANT RATED A55YMBLY BY A PIPE. TUBO WIRE OR CONDUIT 5HALL BE PROTECTED BY A THROUGH PENETRATION FIRE STOP SYSTEM THAT HAS DEEN TE5TC0 ACCORDING TO A5TME 814 OK E 199 28 ELECTRIC RECEPTACLE5, 5WTTCHE5, OUTLETS, ETC SHALL NOT BE INSTALLED BACK TO BACK ON FIRE KE515TANCE RATED WALLS. THEY 511ALL 15C AT LEAST 24 -INCHES APART 29 LIGHT SWITCHES AND ELECTRICAL OUTLETS, LOCATED IN 900105 ACCE551OLE TO THE DISABLED 5HALL BE LOCATED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR SURFACE IF THE REACH OR THE CONTROL 15 OVER AN OBSTRUCTION, THE MINIMUM HEIGHT SMALL 15C REACHED TO 44 INCHES FOR A FORWARD APPROACH OR 46 INCHES FOR A SIDE APPROACH 30 CONNECT ALL EXIT SIGNS TO NEAREST UN5WITCHED PORTION OP THE LIGHTING CIRCUIT IN THE AREA. 31 ELECTRICAL BOXES INSTALLED IN FIRE RATED WALLS SHALL MAINTAIN THE INTEGRITY OF THE RATED WALL 32 SUPPORT ALL VERTICAL RACEWAY PER NEC TABU` 300 19(A) 33 MAKE ELECTR)CAL CONNECTIONS TO ELECTRIC WATER COOLERS FROM GFCI PROTECTED OUTLET IN WALL BEHIND COOLER HOUSING THE OUTLET AND CORD SHALL NOT BE V151BLE FROM PUBUC VIEW 34 COORDINATE WITH CUT5HEET5 Or ALL EQUIPMENT TO BE IN5TALLt"O AND PROVIDE ADDITIONAL CIRCUITS FOR CONTROLS IF REQUIRED BY MANUFACTURER. 35 ALL EXP05CD HORIZONTAL RUNS OF CONDUITS SHALL BE EITHER PARALLEL OR PERPCNOICULAK TO EXTERIOR WALLS 3G PROVIDE PLENUM RATED CABLES If THE CABLES ARI? EXPOSED AND ROUTED THROUGH PLENUM 37 SUPPORT ALL VERTICAL RACEWAY PER NEC TABLE 300 19(A) 38 ALL OUTLET DEVICE COLORS SHALL BE GRAY AND FACE PLATE SMALL BE STAINLE55 STEEL 39 ALL 125V 15A AND 20A NONLOCKING RECEPTACLES SHALL BE A LISTED WEATHER -RESISTANT TYPE (WR). 480V AI BI Ulu FED UNDERGROUND r 1200 MSB - 277/480V, 307 4-W, 1200A, MLO' I 1 1400A 1400A 1300A 1200A ----------------------------------� DRY TYPE BONDING TRANSFORMER JUMPER -PANEL l -PANEL 1-PANE(I-PANEL 1 RTA I RTB I I I A I RA _{ 100A L -J L_ J L_J L_-1 4 T -L1 I 480V, 30, 3W O NEAREST ry7)120�208V, 30, 4W GROUNDING III ELECTRODE I I I PANEL LDP 156A 150A 150A 100/ NOTE: PANEL LDP BREAKERS I ARE MISLABELED IN PANEL I I 11 PANEL 1 -PANEL 1 (-PANEL 1 I PANELI I LB I LG I I LD I LG I I I I I I I I I I I L -J L_J L__J L_J 4 5 (1 -)_ EXISTING POWER RISER DIAGRAM SCALE: NO SCALE r�r) FED UNDERGROUND I L- - - -- --- TYP.( 2 TYP.( 1 T- 0 N d' c c� 5 -r3 cyi 0 0 W U w w r D U I LL 0 4-. Cc (a U) L 0 a� 0 _a cTj 0 0 U_ J 38 MSB 277/480V, 30) 4-W, 1200A, �\--�,--�\ ----�� - �---------- )400A 1400A )300A 1200A J200A 38 I I 28 I PANEL PANEL I F -PANEL 1 PANEL M1 M2 1 H1 1 H2 NEW NEW I NEW 1 I L_ 3 TYP. T1 48OV, 30, 3W t : rrTr)120/208V, 30, 4W EXISTING 1 PANEL 'A' RENAMED PANEL 'H1' I PANEL I LDP I I i NEW POWER RISER DIAGRAM SCALE: NO SCALE NEW --- - - - EXISTING MLO ------------------i SCALE: NO SCALE I EQUIPMENT GROUNDING CONDUCTOR 208V1 20V BONDING JUMPER ISOLATED NEUTRAL TERMINAL GROUNDING ELECTRODE CONDUCTOR CONDUIT AND L F Type Amps(l) EXISTING Qty Conductor Size(l) Gnd 2 Notes 1 PANEL 'LB' RENAMED �pNA ELl FPA I F -PAN Ll PANEL 'Ll' Ll EN L Ll PANEL LD 2 3 I I I I I 20 ICIRCUITSI I ICIRCUITSi I 12 11-42 1 L43 -8L I 1 LOCATED AT 2 10 10 FRONT OF 30 0.75 3 1 BUILDING 10 EXISTING 30 0.75 4 PANEL 'LC' 10 S 40 RENAMED 2 8 10 PANEL 'L1' 40 0.75 NEW POWER RISER DIAGRAM SCALE: NO SCALE NEW --- - - - EXISTING MLO ------------------i SCALE: NO SCALE I EQUIPMENT GROUNDING CONDUCTOR 208V1 20V BONDING JUMPER ISOLATED NEUTRAL TERMINAL GROUNDING ELECTRODE CONDUCTOR CONDUIT AND CONDUCTOR SCHEDULE COPPER Type Amps(l) Conduit Size(3) Qty Conductor Size(l) Gnd 2 Notes 1 20 0.75 2 12 12 2 20 0.75 3 12 12 3 20 0.75 4 12 12 4 30 0.75 2 10 10 5 30 0.75 3 1 10 10 6 30 0.75 4 10 10 7 40 0.75 2 8 10 8 40 0.75 3 8 10 9 40 0.75 4 8 10 10 55 0.75 2 6 8 11 55 0.75 3 1 6 8 12 55 1 4 1 6 8 13 70 1 2 4 8 14 70 1 3 4 8 15 1 70 1.25 4 4 8 16 85 1.25 2 3 1 8 17 85 1.25 3 3 8 18 85 1.25 4 3 8 19 95 1.25 3 2 6 20 95 1.25 4 2 6 21 110 1.25 3 1 6 22 110 1.5 4 1 1 6 23 150 1.5 3 1/0 6 24 150 2 4 1 0 6 25 175 2 3 2/0 6 26 175 2 4 2/0 6 27 200 2 3 3/0 6 28 200 2 4 3 0 6 29 230 2.5 3 4/0 4 30 230 2.5 4 47(-) 4 31 255 2.5 3 250 4 32 255 2.5 4 250 4 33 1 310 2.5 3 350 3 34 310 3 4 350 3 35 380 3 3 500 3 36 380 4 4 500 3 37 400 2 EA 2 3 3/0 3 38 400 2 EA 2 4 3/0 3 39 420 3 3 600 2 40 420 4 4 600 2 41 460 2 EA 2 3 4/0 2 42 460 2 EA 2.5 4 4/0 1 2 43 510 2 EA 2.5 3 250 1 44 510 2 EA 2.5 4 250 1 45 620 2 EA 2.5 3 350 1 0 46 620 2 EA 3 4 350 1/0 47 760 2 EA 3 3 1 500 1 0 48 760 2 EA 4 4 500 1/0 49 820 2 EA 3 3 600 2/0 50 820 2 EA 4 4 600 2 0 51 855 3 EA 2.5 3 300 2 0 52 855 3 EA 3 4 300 2/0 53 1000 3 EA 3 3 400 2/0 54 1000 3 EA 3 4 400 2/0 55 1 1140 3 EA 3 3 500 3/0 56 1140 3 EA 4 1 4 500 3/0 57 1240 4 EA 2.5 3 350 3/0 58 1240 4 EA 3 4 350 3 0 59 1260 3 EA 3 3 600 3 0 60 1260 1 3 EA 4 4 600 3 0 61 1675 5 EA 3 4 1 400 4 0 62 1680 4 EA 4 4 600 4 0 63 2010 6 EA 3 4 400 250 64 2100 5 EA 4 4 600 250 65 2520 6 EA 4 4 600 350 66 2660 7 EA 4 4 500 350 67 2940 7 EA 4 4 1 600 400 68 3040 8 EA 4 4 500 400 69 4180 11 EA 4 4 500 1 500 70 1 4200 10 EA 4 4 600 500 NOTES: 1) CONDUCTOR SIZED USING NEC TABLE 310-16; 60DEG C UP TO #1AWG PER NEC 110.14(0)(1)(A); 2) SIZED USING NEC TABLE 250.122 3 CONDUIT SIZED FOR THHN OR THWN OR THWN-2 IN RNC SCH 40 YEP NOTES: ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL NAMEPLATE DATA 0 ON DIVISION 15 EQUIPMENT AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH HVAC CONTRACTOR TO DETERMINE INSTALLATION REQUIREMENTS. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING AND CONDUIT TO DIVISION 15 EQUIPMENT AND TO EMS EQUIPMENT (EG: THERMOSTATS, AIR TEMPERATURE SENSORS, PHOTO SWITCHES, ETC.) AS REQUIRED. (J REFER TO PANELBOARD SCHEDULES FOR THE A.I.C. RATINGS. ( 4� PANEL TO BE REMOVED. Ob PANEL TO BE ABANDONED AND TO HAVE NO LOAD. �ItadL<1 1Nrina SUtm lr�tal1 Guice PROVIDE TWO HARD WIRED OUTLETS AT L2-26 48OV, 30A FOR #10 FORKLIFT CHARGERS 11 GFI aa..w..:.z:a::^.,:xxv u.x, . ",,,.. I—, ,, b t ..,:,., u. • ...._x: [} ............_......___ f....9....._,1... . . ._.. _................._......... .woia:F .J w . ......u; ........- = ._ — (B) CL Lo c� r cq 0 N c� r CD T_ W U a) W n U _j LL. O c c� U) L O U a� \V L O O LL, 1 21 L1-35 7 �ELEPHQNE DEMARC { N 2-2,4,6 H2-8,10,12 (.3 I I I I I I i n Ii� � � I ' � �� � ,�(( .+.ha,.Lx J�.. a r.., M• ._a; ,. ,� a,.;,wi�,�c'.,fr a�� k 1_145 k f ISI ##1i0 lls M2-1�15r17`�i 'I r 10 i 1 E401 PLUG AND PLAY J -BOX FURNISHED BY OWNER, INSTALLED BY ELECTRICAL CONTRACTOR. MOUNT WITHIN 6" OF TRUSS. . VOICE/DATA CABLES ( REQUIRI 2 -CHANNEL POWER WIl EXTENSION ARM. CONNECT 1 STRUCTURE ABOVE AND FOC BRACKET AT FIXTURE, PROVIDE AND INSTALLED BY OWNEI �,Jli lilt"Of 1" H im"14"[10 %j% SCALE: NTS (4�,� 77— -1-af ����ir`""xr i.�z``';•.$ � I � <'>t-. �:,,, , \ � ax.. Ott', <, x .. .». as�xa. t¢a.-a t k t:9 _.... L v Y.5 ) N ........mo�T Ir—t'�. a-• _. , _ . '» n: y..C.:%^ 4, g: ra «zc p t { I , $ i Fy3 2 1 � w la" r � 1 i k Wa a.�>....,:� L1 433 #10 g �y .�.,a «rva srz.. a' a ti •ra. � <u u s r ,u e.»<� a as Gaa �,� 0 L2_20 l U''u, II `� f L2-305 L2-23 ISI #10 Jeel GF 8 Y� WP L2-3 2-4 #10 8 L #10 1/2 14 L2-26 f ......_...._....._...._.......__._...._..__._._...._._._............_._..._.._........__..............................__..___.-#1_C............ ,:...................... _.__ .__....__......_...._.__..._.......'....................._....W...........:.............................._......................_............_..._........ -- - _ I-_-.�---- Im 1' „11E A L1-41 #10 —_.__—U . 0 � L1-2 ##10 A , -- --------------------- pyf � �• �' `� fid' "NA, M? UA(UXE/ n7VA nVfiU 25 A }15Z/41 �i 4rM«nR�kx.ti'.IdAN,O�Y,vax h�w.A6 G.,..•. ..J I r t P 3r k " 1 5 � ..L.t:.•.. J,,.+..wr..NSE,+`rS'l'asfS, :,�, ./ ::,i ,�. ,.w. 0 L2_20 l U''u, II `� f L2-305 L2-23 ISI #10 Jeel GF 8 Y� WP L2-3 2-4 #10 8 L #10 1/2 14 L2-26 f ......_...._....._...._.......__._...._..__._._...._._._............_._..._.._........__..............................__..___.-#1_C............ ,:...................... _.__ .__....__......_...._.__..._.......'....................._....W...........:.............................._......................_............_..._........ -- - _ I-_-.�---- Im 1' „11E A L1-41 #10 —_.__—U . 0 � L1-2 K, d ri ug< t ,a,nxw"4. xsw ua "a 1'a Y f J -i •:",a ! u:::x :..X '.�< � `� x✓ ?, `� gg l # q y,3a n,:Y` a¢^ S �`,,'t ,,'� NJ i",lvya, �#"a L'2-28 30r i a — — ---- -------- u.M , ...,�..�ar�,. L2-28 30,= . � ,� �< x B s _ N , F u v .,>< 28' 30......_ vI 28 30.... v L2 1 L2 14 —21 #10 8 #10 #10 #10 L2—E r;w�� 14 _ L2-10 it L2-8 #10 to us ot L2-34 W 10 A A A A''". 12 q10 J J vaIGN9 L2-2 l d PANEL -- O I T / / 4a Tans, (� f ../ 1.•4i "'`•D! l OUGH A C #•.•.,.aP i i L2-- i' 18! � it J ®� � J l 1 (I T ... ::. ..... ..rte _w:..s:nz......,u i. _-- --' .._„___ ._ __"_,_. _. � z 1 f �—#10 J i i i� Ii L0 L Y SIGN SIGN 1 1 1 L2-18 L2 -40L2-32 6 38 10 45KVA__.. #10, TXMR —42 #10 NISTRUT CHANNEL _Y FASTENED TO BOTTOM CHORD OF BAR JOISTS. OF STRUCTURE U.L LISTED POWER EXTENDER CABLES (E.G. RELOC) FURNISHED AND INSTALLED BY OWNER. CABLE SUPPORTED EVERY 4 1/2" PER NEC. 19 10 / / ! 7—/—/'—/ NO PARKING FIRE LANE J.._ .. ...., .... ' � .6T FLo SCALE? �LAWPO.WE.R 1�' LEGEND CP REGISTER PWR POLE DROP DESK PWR POLE DROP �P INFO STATION PWR POLE DROP MP MERCHANDISE PWR POLE DROP WP DISPLAY WALL PWR POLE DROP MW PHONE/DATA DUPLEX QUAD m SCONCE Y WALL LIGHT EXPRESS FIXTURE/CEILING LIGHT FLUORESCENT LIGHT [A DP D AND P JUNCTION BOX (1 BOX, 1 CIRCUIT) © DP D AND P JUNCTION BOX (1 BOX, 2 CIRCUITS) 12” DENOTES HEIGHT ABOVE 0 FINISHED FLOOR KEY NOTES 1. PROVIDE TWO HARD -WIRED OUTLETS AT 480V, 30A FOR FORKLIFT CHARGERS. 2. DEDICATED CIRCUIT MOUNTED INSIDE IDF CABINET ® 8' AFF, ADD 3" CONDUIT UP TO STRUCTURE FOR CABLING. 3. 120V QUICK CONNECT JUNCTION BOX FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOR MODULAR WIRING CONNECTIONS TO POWER POLE ALSO FURNISHED BY OWNER. REFER TO DETAIL 3/E101. 4. J—BOX FOR EXTERIOR SIGNAGE TO BE INSTALLED ON THE INTERIOR OF FRONT WALL, SIGN VENDOR WILL PROVIDE PENETRATION AND WIRING OF ELECTRICAL SIGNAGE, ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF WIRING AT J—BOX. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE ALL REQUIREMENTS WITH SIGN VENDOR PRIOR TO ROUGH—IN. 5. TOUCH SCREEN DATA & POWER: MOUNT DUPLEX OUTLETS ONE AT 18" AND ONE AT 54". ADD DATA DROP AT 18". PULL STRING CHASE ABOVE TO GET TO TV AT 54". VERIFY LOCATION WITH F&D PROJECT MANAGEF; BEFORE INSTALLATION. 6. WIREWAY FOR EXTERIOR SIGNAGE TO BE INSTALLED ON THE INSIDE OF FRONT WALL. SIGN VENDOR WILL PROVIDE PENETRATION AND WIRING OF ELECTRICAL SIGNAGE. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF WIRING AT WIREWAY. ELECTRICAL CONTRACTOR TO .VERIFY EXACT LOCATION AND COORDINATE ALL REQUIREMENTS WITH SIGN VENDOR PRIOR TO ROUGH -IN. WIRE WAY TO BE PAINTED TO MATCH. 7. WEATHER PROOF AND LOCKABLE/TAMPER PROOF DUPLEX OUTLET 8. SLIDING DOOR AND OVERHEAD DOOR. VERIFY EXACT LOCATION. 9. POWER FOR FUTURE REGISTER. 10. PROVIDE A 4" CONDUIT AND RELOCATE THE TELEPHONE DEMARC TO THE DATA ROOM. 11. PROVIDE AN ENCLOSED WP CONTACT CLOSURE SWITCH (NORMALLY OPEN PUSH TO CLOSE) PUSH BUTTON AND INSTALL 22/2 AWG WIRE FROM THE PUSH BUTTON TO GENERATOR MODULE PROVIDED AND INSTALLED BY OTHERS. 12. DEDICATED CIRCUIT MOUNTED ® 5' AFF. ADD 3" CONDUIT UP TO STRUCTURE FOR CABLING. 13. REMOVE THE EXISTING T—STATS AND INSTALL THE EMS PANELS. 14. PROVIDE POWER TO THE SECURITY PEDESTALS. M1 M2 TELEPHONE DEMARC JUNCTION L1-15 BOX #10 EMS MDP PANELS LA H1 13 H2 SCALE: 114"' ® 1 ®r, XFMR T- L1 LD — L1 LDP (43-84) L1 (1-42) —1 R ##10 A , -- --------------------- pyf � �• �' `� fid' "NA, 25 A }15Z/41 �i 4rM«nR�kx.ti'.IdAN,O�Y,vax h�w.A6 G.,..•. ..J I r t P 3r k K, d ri ug< t ,a,nxw"4. xsw ua "a 1'a Y f J -i •:",a ! u:::x :..X '.�< � `� x✓ ?, `� gg l # q y,3a n,:Y` a¢^ S �`,,'t ,,'� NJ i",lvya, �#"a L'2-28 30r i a — — ---- -------- u.M , ...,�..�ar�,. L2-28 30,= . � ,� �< x B s _ N , F u v .,>< 28' 30......_ vI 28 30.... v L2 1 L2 14 —21 #10 8 #10 #10 #10 L2—E r;w�� 14 _ L2-10 it L2-8 #10 to us ot L2-34 W 10 A A A A''". 12 q10 J J vaIGN9 L2-2 l d PANEL -- O I T / / 4a Tans, (� f ../ 1.•4i "'`•D! l OUGH A C #•.•.,.aP i i L2-- i' 18! � it J ®� � J l 1 (I T ... ::. ..... ..rte _w:..s:nz......,u i. _-- --' .._„___ ._ __"_,_. _. � z 1 f �—#10 J i i i� Ii L0 L Y SIGN SIGN 1 1 1 L2-18 L2 -40L2-32 6 38 10 45KVA__.. #10, TXMR —42 #10 NISTRUT CHANNEL _Y FASTENED TO BOTTOM CHORD OF BAR JOISTS. OF STRUCTURE U.L LISTED POWER EXTENDER CABLES (E.G. RELOC) FURNISHED AND INSTALLED BY OWNER. CABLE SUPPORTED EVERY 4 1/2" PER NEC. 19 10 / / ! 7—/—/'—/ NO PARKING FIRE LANE J.._ .. ...., .... ' � .6T FLo SCALE? �LAWPO.WE.R 1�' LEGEND CP REGISTER PWR POLE DROP DESK PWR POLE DROP �P INFO STATION PWR POLE DROP MP MERCHANDISE PWR POLE DROP WP DISPLAY WALL PWR POLE DROP MW PHONE/DATA DUPLEX QUAD m SCONCE Y WALL LIGHT EXPRESS FIXTURE/CEILING LIGHT FLUORESCENT LIGHT [A DP D AND P JUNCTION BOX (1 BOX, 1 CIRCUIT) © DP D AND P JUNCTION BOX (1 BOX, 2 CIRCUITS) 12” DENOTES HEIGHT ABOVE 0 FINISHED FLOOR KEY NOTES 1. PROVIDE TWO HARD -WIRED OUTLETS AT 480V, 30A FOR FORKLIFT CHARGERS. 2. DEDICATED CIRCUIT MOUNTED INSIDE IDF CABINET ® 8' AFF, ADD 3" CONDUIT UP TO STRUCTURE FOR CABLING. 3. 120V QUICK CONNECT JUNCTION BOX FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOR MODULAR WIRING CONNECTIONS TO POWER POLE ALSO FURNISHED BY OWNER. REFER TO DETAIL 3/E101. 4. J—BOX FOR EXTERIOR SIGNAGE TO BE INSTALLED ON THE INTERIOR OF FRONT WALL, SIGN VENDOR WILL PROVIDE PENETRATION AND WIRING OF ELECTRICAL SIGNAGE, ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF WIRING AT J—BOX. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE ALL REQUIREMENTS WITH SIGN VENDOR PRIOR TO ROUGH—IN. 5. TOUCH SCREEN DATA & POWER: MOUNT DUPLEX OUTLETS ONE AT 18" AND ONE AT 54". ADD DATA DROP AT 18". PULL STRING CHASE ABOVE TO GET TO TV AT 54". VERIFY LOCATION WITH F&D PROJECT MANAGEF; BEFORE INSTALLATION. 6. WIREWAY FOR EXTERIOR SIGNAGE TO BE INSTALLED ON THE INSIDE OF FRONT WALL. SIGN VENDOR WILL PROVIDE PENETRATION AND WIRING OF ELECTRICAL SIGNAGE. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF WIRING AT WIREWAY. ELECTRICAL CONTRACTOR TO .VERIFY EXACT LOCATION AND COORDINATE ALL REQUIREMENTS WITH SIGN VENDOR PRIOR TO ROUGH -IN. WIRE WAY TO BE PAINTED TO MATCH. 7. WEATHER PROOF AND LOCKABLE/TAMPER PROOF DUPLEX OUTLET 8. SLIDING DOOR AND OVERHEAD DOOR. VERIFY EXACT LOCATION. 9. POWER FOR FUTURE REGISTER. 10. PROVIDE A 4" CONDUIT AND RELOCATE THE TELEPHONE DEMARC TO THE DATA ROOM. 11. PROVIDE AN ENCLOSED WP CONTACT CLOSURE SWITCH (NORMALLY OPEN PUSH TO CLOSE) PUSH BUTTON AND INSTALL 22/2 AWG WIRE FROM THE PUSH BUTTON TO GENERATOR MODULE PROVIDED AND INSTALLED BY OTHERS. 12. DEDICATED CIRCUIT MOUNTED ® 5' AFF. ADD 3" CONDUIT UP TO STRUCTURE FOR CABLING. 13. REMOVE THE EXISTING T—STATS AND INSTALL THE EMS PANELS. 14. PROVIDE POWER TO THE SECURITY PEDESTALS. M1 M2 TELEPHONE DEMARC JUNCTION L1-15 BOX #10 EMS MDP PANELS LA H1 13 H2 SCALE: 114"' ® 1 ®r, XFMR T- L1 LD — L1 LDP (43-84) L1 (1-42) —1 R 0 - LO a N N 0 W U W Q U J -ci 0 co U) 0 U n ca 0 0 H J RELOC ONEPASS (OPEN CEILING) FIXTURE SCHEDULE ABBV DESCRIPTION DISTRIBUTION BOX DBP JBOX WITH (12) RELOC ONEPASS STARTING CONNECTIONS. NOT PRIMARY ALL CONNECTIONS ARE USED. 2 PORT CABLE LIGHTING TYPE A24 MANUFACTURER LITHONIA CATALOG NUMBER IBH 24000LM SDO80 MD MVOLT CZ10 40K 80CRI WH VOLTS 277/120 WATTS 249 LAMPS 1 LAMP TYPE SYLVANIA LED INCLUDED MOUNTING SUSPENDED 16'-0" DESCRIPTION 44 X15' LED HIGH BAY FIXTURE, 26830 LUMENS, SEMI—DIFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 4000K, NOTES SPLITTER SPLICE OSS SPLITS A ONEPASS CIRCUIT RUN IN TWO DROP CABLE OD HAS LOOSE WIRES ON ONE END FOR CONNECTION TO LIGHT FIXTURE. OTHER END CONNECT TO EXTRA PORT ON UNDERSIDE 80 CRI, GLOSS WHITE FINISH OF 'OC2' LITHONIA IBH 24000LM SDO80 MD MVOLT CZ10 40K 80CRI WH 277/120 249 1 LED INCLUDED SUSPENDED 16'-0" 44 X15 LED HIGH BAY FIXTURE, 26830 LUMENS, SEMI-DIFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 4000K, A24E 80 CRI, GLOSS WHITE FINISH. 90 MIN, EMERGENCY BATTERY BACKUP -2400 LUMENS Al2 LITHONIA IBH 12000LM SDO80 MD MVOLT CZ10 40K 80CRI WH 277 120 123 1 LED INCLUDED SUSPENDED 16'-0" 22 X16 LED HIGH BAY FIXTURE, 12780 LUMENS, SEMI-DIFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 4000K, 80 CRI, GLOSS WHITE FINISH LITHONIA IBH 12000LM SDO80 MD MVOLT GZ10 40K 80CRI WH 277/120 123 1 LED INCLUDED SUSPENDED 16'-0" 22"X16" LED HIGH BAY FIXTURE, 12780 LUMENS, SEMI—DIFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 4000K, Al2E 80 CRI, GLOSS WHITE FINISH. 90 MIN. EMERGENCY BATTERY BACKUP -2400 LUMENS. LITHONIA IBH 3000OLM SDO80 MD MVOLT CZ10 40K 80CRI WH 277/12-0 305 1 LED INCLUDED SUSPENDED 16,-0 22 is X16 Is LED HIGH BAY FIXTURE, 31950 LUMENS, SEMI—DIFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 4000K, A30 80 CRI, GLOSS WHITE FINISH. LITHONIA IBH 3000OLM SDO80 MD MVOLT GZ10 40K 80CRI WH 277/120 305 1 LED INCLUDED SUSPENDED 16 —0 22 X16 LED HIGH BAY FIXTURE, 31950 LUMENS, SEMI-DIFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 4000K, A30E 80 CRI, GLOSS WHITE FINISH. 90 MIN, EMERGENCY BATTERY BACKUP -2400 LUMENS. LITHONIA 2FSL2 33L EZ1 LP840 277 120 34.7 1 LED INCLUDED CEILING LAY—IN 2'X2' LED LAY—IN TROFFER, 3626 LUMENS, SATIN WHITE LENS, 4000K, 82 CRI B2 B2E LITHONIA 2FSL2 33L EZ1 LP840 277 120 34.7 1 LED INCLUDED CEILING LAY—IN 2'X2' LED LAY—IN TROFFER, 3626 LUMENS, SATIN WHITE LENS, 4000K, 82 CRI 90 MIN. EMERGENCY BATTERY BACKUP LITHONIA LBL4 LP840 277 120 50 1 LED INCLUDED CEILING SUFACE 2 LED WRAPAROUND, 4600 LUMENS, #12 ACRYLIC LENS, 4000K, 82CRI C CW LITHONIA WL4 40L EZI LP840 277 120 39.5 1 LED INCLUDED CEILING SUFACE 7 -LED WALL—MOUNT, 4600 LUMENS, 4000K, 82CRI FOSTORIA DKL 60VA LED 120 12 1 LED INCLUDED WALL 7'-0" 60" DOUBLE ARM DOCK LIGHT, LED WIRE GUARD D DW LITHONIA LDN6 40-15 L06AR 277 277 26 1 LED INCLUDED CEILING RECESSED 6 LED DOWNLIGHT FOR EXTERIOR SOFFIT, 1632 LUMENS, CLEAR TRIM, SEMI—SPECULAR FINISH, SPECIFY 120V OR 277V ER LITHONIA ELA T QWP L0309 3.6 3 2 LED INCLUDED - REMOTE LED EMERGENCY FIXTURE, GRAY HOUSING, TWIN HEADS, ADJUSTABLE HEADS, WEATHER-PROOF LITHONIA LHQM LED R HO 277/120 3.3 2 LED INCLUDED - LED EXIT SIGN WITH EXTERNAL KRYPTON LAMPS AND REMOTE CAPACITY, STENCIL FACE, WHITE, RED, HIGH EX OUTPUT LEAD -CALCIUM BATTERY F LITHONIA VGR1C-50LED-GL-MVOL T-DWHG-SF-LPI 277/120 50 1 LED INCLUDED CEILING RECESSED 13-3/4" ROUND OPEN FACE DEEP HOUSING CEILING/WALL MOUNTED LED. T LITHONIA LITHONIA ELMLT W LP06VS LTP VAP 6000LM FST MD MVOLT GZ10 40K 80CRI 277 120 277/120 1.4 36 2 1 LED INCLUDED LED INCLUDED SUSPENDED 16'-0" CEILING SURFACE LED EMERGENCY FIXTURE, WHITE I EOPM7> POLYCARBONATE LENS, MEDIUM DISTRIBUTION, 4000K, V 80CRI LITHONIA DSXW2 LED 30C 1000 50K TFTM MVOLT DDBXD 277/120 120 1 LED INCLUDED VARIES REFER TO ARCHITECTURAL ELEVATIONS LED WALL PACK, 4000K, DARK BRONZE, 4027 LUMENS, 70CRI W1 LITHONIA WSR LED 2 1OA700 40K SR4 MVOLT DDBXD 277/120 47 1 LED INCLUDED VARIES REFER ARCHITECTURAL O ELEVATIONS LED SCONCE, 4000K, TYPE IV DISTRIBUTION, DARK BRONZE, 3851 LUMENS, 70CRI W2 LITHONIA EXR LED EL 277/120 1 - )INCLUDED SUSPENDED 16'-0', LED EXIT SIGN, . SRENCIL FACE, WHITE,' RED, NICKEL X NOTES: LIGHTING FIXTURES, LIGHTING CONTROLS AND RELOC ARE PROVIDED BY THE OWNER. RELOC ONEPASS (OPEN CEILING) NAME ABBV DESCRIPTION DISTRIBUTION BOX DBP JBOX WITH (12) RELOC ONEPASS STARTING CONNECTIONS. NOT PRIMARY ALL CONNECTIONS ARE USED. 2 PORT CABLE OC2 MAIN CABLE USED TO EXTEND ONEPASS CIRCUIT RUN. HAS (5) CONDUCTORS, (3)#12 FOR POWER (SWITCHED HOT, NEUTRAL, GROUND) & (2)#18 FOR CONTROL (0-10V, HOT NEUTRAL) SPLITTER SPLICE OSS SPLITS A ONEPASS CIRCUIT RUN IN TWO DROP CABLE OD HAS LOOSE WIRES ON ONE END FOR CONNECTION TO LIGHT FIXTURE. OTHER END CONNECT TO EXTRA PORT ON UNDERSIDE OF 'OC2' DBP OD 0o a 0 0 OC2 OSS RELOC SYSTEM DIAGRAM �yj KEY NOTES 1. PROVIDE ALLOWANCE TO RELOCATE FIFTEEN (15) LIGHT FIXTURES 10' IN ANY DIRECTION TO ACCOUNT FOR RACKING RELOCATIONS AT NO ADDITIONAL COST. 2. EXIT SIGNS TO BE CIRCUITED VIA UNSWITCHED CIRCUIT. 3. LED EMERGENCY FIXTURES EMERGENCY BATTERY TO BE CIRCUITED VIA UNSWITCHED CIRCUIT I.E. C PHASE. 4. ROUTE ALL LIGHTING THRU EMS CONTACTOR PANEL. REFER TO SHEET E501. 5. THE EXTERIOR EMERGENCY FIXTURE 'ER' IS TO BE CONNECTED TO THE HIGH OUTPUT BATTERY OF FIXTURE 'EX'. 6. LIGHTING IS CONTROLLED BY AN EMS SYSTEM. REFER TO SHEET E501 FOR MORE INFORMATION. 7. THE LIGHTING DESIGN INTENT IS A CHECKER BOARD PATTERN. 8. EXISTING EXTERIOR LIGHTING TO BE REPLACED 1 FOR 1 WITH NEW FIXTURE AS INDICATED. 1 r SCALE: VW ® 1-4' DIAGRAM IS GENERIC. SEE VENDOR PROVIDED DRAWINGS FOR COMPLETE, PROJECT SPECIFIC SYSTEM LAYOUT AND COMPONENTS RELOC MAINRUN 'DBP' - CABLES -\ ELECTRICAL PANEL RO9F STRIA MAINRUN CABLES TO OTHER 'DBP'S 'OC2' (TYPICAL) 'OC2' EXTRA PORT OR 'OSS' LIGHT FIXTURE JBOX FOR OD ' ONEPASS i TRANSITION :1-i I SYSTEM 16 1 820 G C 1 - SALES IF i 3 LAY -IN FIXTURE LIGHT WAREHOUSE SYSTEM 820 OFFICE PACKAGE TO — BE HARDWIRED USING CONDUITS AND WIRE. lid OFFICE ITYP. OCM DIAGRAM - ONEPASS OVERVIEW [TYPICAL RCM DETAIL - SYSTEM 820 SS (SPLITTE CE CABLE LIGHTING CIRCUITS OUT TO FIXTURES —CONTROLLED BY POWER PACKS UPENDED HIGH BAY INSTALLATION SECURE RELOC CABLE TO BOTTOM CORD OF BAR JOIST. ----- ATTACH 'UNISTRUT' TO TOP OF BOTTOM CHORD OF JOIST WITH APPROVED FASTENERS. ATTACH TO MINIMUM TWO JOISTS. UNISTRUT BETWEEN JOISTS SALES AREA FIXTURE AIRCRAFT CABLE TOP OF FIXTURE 1/2" Reif .C. S1 CVREI.Y-•----/ ..ATTACHED TO ulQiST PENL 440M!TING BMCfsl<"1;.._._: ELECTRICAL COH'IRACTOR a}IAI L d%OUI'!I` ErCIT"HITS IAI SALES, AREA 1'�O„ .10 I.UP OF 9_JQPI .BELOW :GENERA' LUl�hIrIAIF P�1•C1UN.Tih�r; 'FIEI I,f [S. SURFfEG b1 ?UAjT Tt I�tALL :0 SIJSPI`=1�IDE :CEILINGI 1P AREAS WITITI` ;i)SPENbtb ,CEILING`. LE NO CIRCUITS OUT TO NEXT ROOM / AREA - UNSWITCHED NOTES: A. CONTRACTOR TO PROVIDE ALL HARDWARE AND CABLING NECESSARY FOR INSTALLATION. B. LIGHT FIXTURES THAT RUN PARALLEL WITH THE JOISTS SHALL REQUIRE TWO (2) SEPARATE PIECES OF 'UNISTRUT', ONE (1) AT EACH END OF LIGHT FIXTURE FOR THE AIRCRAFT CABLE HANGERS. ~TIE RELOC CABLE SECURELY TO AIRCRAFT CABLE AND LIGHT FIXTURE FOR SNUG FIT WITHOUT UNNECESSARY SAG ACCESS PLATE CONNECT POWER AND DIMMING CONDUCTORS TO FIXTURE RUN CABLE THROUGH OPENING IN STRUT SUPPORT, LOOP AROUND AND ATTACH SECURELY WITH 'CRIPPLE' HANGERS ON VERTICAL LINE OF CABLE. MODIFY CABLE TO CORRECT LENGTH IN FIELD. [GENERAL uciiriNc NOTES 1. ALL LUMINAIRES, AIRCRAFT CABLE, & RELOC MODULAR WIRING ARE PART OF A FLOOR & DECOR SPECIFIED PACKAGE WITH VENDOR, CED NATIONAL ACCOUNTS. FOR PRICING, ORDERING, AND GENERAL QUESTIONS, CONTACT SHAWN CAMPBELL AT 678-215-3065 OR SHAWN. CAMPBELL@CCED.COM, IF THE PROJECT IS A FLOOR AND DECOR PROJECT THE TOTAL LIGHTING PACKAGE WILL BE OWNER PROVIDED. IF THE PROJECT IS BY A DEVELOPER, THE LIGHTING PACKAGE IS TO BE CONTRACTOR PROVIDED. 2. ALL SUSPENDED LUMINAIRES TO BE HUNG USING AIRCRAFT CABLE AT HEIGHT SHOWN IN FIXTURE SCHEDULE, UNLESS NOTED OTHERWISE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, INVENTORY, STORAGE, AND INSTALLATION OF ALL OWNER FURNISHED LIGHTING & RELOC MATERIALS. 4. CONTRACTOR SHALL COORDINATE SHIP DATES AND OTHER REQUIREMENTS WITH VENDOR. 5. UNUSED FBO MATERIALS MUST BE PALLETIZED, SHRINK WRAPPED AND RETURNED TO VENDOR IN GOOD CONDITION FOR FUTURE TENANT USE. 6. RELOC INSTALLATION DRAWINGS TO BE PROVIDED BY VENDOR PRIOR TO MATERIAL ARRIVING ON SITE. 7. RELOC COMPONENTS LOCATED NEAR CEILING MUST BE INSTALLED AFTER CEILING IS PAINTED. PAINTING MATERIALS WILL VOID MANUFACTURER'S WARRANTY. 8. ALL RELOC CABLES ARE INCLUDED IN LIGHTING PACKAGE. QUANTITIES ARE BASED ON INSTALLATION DRAWINGS. 9. ALL LUMINAIRES IN OPEN CEILINGS WILL BE POWERED VIA THE RELOC MODULAR WIRING. ALL LUMINAIRES IN GYPSUM CEILINGS AND RECESSED CEILINGS SHALL BE HARDWIRED FROM J -BOX ADJACENT THE NEAREST RELOC CONNECTION PER INSTALLATION DRAWINGS. 10. ALL LUMINAIRES MUST BE FREE FROM ALL DEBRIS AND LENSES WIPED CLEAN AFTER COMPLETION OF PROJECT. 11. ALL SALES FLOOR LUMINAIRES MUST HAVE MINIMUM 5'-0" OF ADDITIONAL RELOC "SLACK" FOR FUTURE LUMINAIRE MANEUVERABILITY BY TENANT PER VENDOR'S INSTALLATION DRAWINGS. I I I I a I I I I I INNING ROOT}�' I I V �T. 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I T I ..� 5 rW1.� J_ __ .._.,/__-,__./._._ ,7_7..... --- 777_/_77,._._ NO PARKING FIRES LANE 1 r I Ifl to J1 WA IJL a 1 1 SCALE - T -V Q,J� PIAN (004 " z C6. 7) s Cgs �A DATA CONTRACTOR'S SCOPE OF WORK TO INCLUDE: ALL CABLING (CAT 5 AND FIBER), ALL TERMINATIONS, ALL PATCH PANELS, ALL COVER PLATES WITH WIRE LANDING TERMINATIONS LABELED AT PATCH PANEL AND LOCATION. A. Data Room (Box -A and Bax -S) (BlackBox Will be provided by F&D) 1. Location of main distribution point 2. Requires (2)4x6 3/4in plywood mounted on wall, 1 for each black box 3. Mounting of 24"x24" BlackBox 5' from bottom of box to floor centered on the wall opposite the door into the room 4. Box must be grounded to building steel 5. Requires 1 quad Dedicated circuit in MDF mounted in the back of box A 6. 1- 6 strand fiber patch panel with LC terminations will be mounted at the top of box A. Labeling will be L1 and L2. Fiber will be run from A to Box B. 7. 1-48 port patch panel will be mounted under Fiber Patch panel in box A. Labeling scheme to be used will be: Al, A2, A3, etc. for offices, S'1 -S8 for server patch, E1 -E4 for demark extensions. 8. If not min point of entry then 4-Cat5e cable will need to be run from MPOE to this room (check distance) 9. All runs, if under 250ft will term here. No more than 44 runs can patch into this box. 10. Server box (Box -S) 24"x36", to be mounted on wall 42" from bottom of box to floor, centered on left side wall as you enter the room. 30" open on each side for access. 11. 1 dedicated circuit quad mounted in back of server box. 12. 1- 24 Port Patch panel for Server Box, labeling scheme: S1, S2, ... (8 total cables from Box S to Box A). 13. 8 Cat5 from Box A to Box S need to be run and punched down on both ends. B. Min PoE 1. Frorn rnin point of entry 4-Cat5e cable will need to be run from MPOE to Box A landing in patch panel 2. Phone board/MPOE needs to be in place as early as possible to allow AT&T to install T1(minimum 2 weeks before visit 1) 3. 4 Cat5 from MPOE to BoxA need to be run and punched down in box 1 and labled as noted in plans, unless MPOE is also the IT room. C. Cash Office 1, 6-Cat5e cables on wall with jacks and 6 port faceplate, under where the desk will mount. 2, 2 duplex power outlets mounted under desk D. CEM (General Manager) Office 1. 2-Cat5e cables on wall with jacks and 2 port faceplate, under where the desk will mount 2, 2-Cat5e cables on wall with jacks and 2 port faceplate, next to any conference table or meeting table 3, 2- duplex outlets for every 10' of desk, others in room as needed E. Sales Manager 1. 4-Cat5e cable on wall with jacks and 4 port faceplate, under where the desk will mount 2, 2- duplex power outlets mounted under desk if desk is longer than 10' mount 1 duplex for each 5' of desk, others in room as needed F. Ops Manager 1, 4-Cat5e cable on wall with jacks and 4 port faceplate, under where the desk will mount 2, 2- duplex power outlets mounted under desk if desk is longer than 10' mount 1 duplex for each 5' of desk, others in room as needed G. Training Office 1, 6-Cat5e cable on wall with jacks and 6 port faceplate, under where the desk will mount 1-Cat5e cable on wall with hacks and 1 port faceplate mounted at 60" high for tv. 2. 2- duplex power outlets mounted under desk if desk is longer than 10' mount 1 duplex for each 5' of desk, others in room as needed H. Break Room 1. 1- CatSe cable with jack and single port faceplate on wall next to main door mounted 36"high 1- Cat5e cable with hack and single port faceplate on wall in corner mounted 60" high for tv. 2. 1- duplex power outlet mounted on wall next to network drop, 36" high. k constructions is done all Cat5 runs need to be punched down both ends. 3. If office package c st At a minimum, the network and power in break room for the time clock needs to be done. I. Receiving Desk/Command Center 1. 6- Cat5e cables on wall with jacks and 6 port faceplate, under where the desk will mount 2. 1 -quad outlet to be mounted under desk 3. Receiving desk data needs to be in place with all required holes drilled(minirrnurn 1 in middle of desktop, and any holes required to get power and data under desk. J. Cash Registers 1. Register stands each get 3-Cat5e per register and 2 in the middle(see below) V a0d 2 03 V 2. Dedicated circuit for each pod, Quads in corners and duplex in center (if individual register stand and standard Power Pole outlets should land under the countertop) K. Information Stations - New Stores(3 Locations), Remodels(Number determined on Plan), Floor Computers 1 2- Cat5e cables with jacks and 2 port wall plate, mounted on post where station will sit 2, 1 -duplex power outlet for each Information Station, mounted on back of millwork L. Professional Sales Desk 1, 6-Cat5e cable mounted under desk (3 in each corner) 2, 2 -quads under desk for Pro Desk(one in each corner) M. Traffic Counter(one above each customer entry door) 1. 1- Cat5e cable in a box, with jack and faceplate runs back to Box B. Box is to be 3' inside the door, 14' above the floor. N. GE Kiosk 1 1- Cat5e cable with jack and faceplate 2, 1 Duplex power outlet 0. MOD Desk 1, 6-Cat5e cables with with jacks and 6 port faceplate, mounted under desk 2, 2 -quads under desk P. Designer Desk 1 4-Cat5e cable with jacks and 4 port faceplate, mounted under desk 2, 1 -quad for each designer/kitchen desk Q. Distribution Point (Box - B) (BlackBox Will be provided by F&D IT or OPS) 1. Mounted on Front wall (location will be provided by F&D IT or Ops) 2. Box must be grounded to building steel 3. Fiber runs between Box A and Box B need to be complete. 4. Dedicated circuit, 1 quad mounted in back of box 5. If wall is drywall, 4'x4' Y/" plywood mounted on to wall for black box mounting 6. Mounting of 24"x24" black box 8' from bottom of cabinet to floor with 36" on right side 7. 1- 6 strand fiber patch panel with LC terminations will be mounted at top of box B. Labeling will be L1 and L2. Fiber will be run from box A to box B. 8, 1- 48 port patch panel mounted beneath the fiber patch panel. B B3 sales o0computers/phones Labeling scheme to be used: Bl, 2, ,etc for al floor 9. All Sales floor PCs, POS machines, Pro -Desk, Designer D sk, and any remaining floor data needs will term here R. Access Point Wiring (Access points will be provided by F&D) 1. 5-6 Cat5e runs will be terminated at the front or back Distribution Point (distance permitting) 2. Location of AP termination will be provided by F&D 3. Each ceiling termination will be done with box and wall plate using a 6-10ft patch cord to connect the AP 4. The AP will be mounted to the ceiling structure facing downward 5. All 4 antennas will be connected to each AP by cabling vendor 6. All wireless access point wiring needs to be complete and punched down both ends. Hardware provided by F&D Net work Box A Network Box B Server Box S c s s with 5 6 Cisco Access point h antennas t mounted per Ian with hot ower outlets in each box. boxes need to have All 3 black boxes need to be mou p p p construction debris removed (sawdust, wire clippings, etc). NEW STORES -DATA ROOM TO BE COMPLETED AND SECURED ONE WEEK PRIOR TO SCHEDULED FLOOR&DECOR MERCHANDISE DATE K EY N OTES 1. DATA FOR FUTURE REGISTERS. L'S .. $�'�y�Y 1 r 'a .r;.af px.,a Y rr Jri @ �• a� @ xvp 5"{ya,a fi a - YY t a �''Ya Y k 1x 4y1� $ w 3i 3t i p Y of . �( � [� FJA E ' L--------------------«------ a, >� U I ._. L i..._.. I T I ..� 5 rW1.� J_ __ .._.,/__-,__./._._ ,7_7..... --- 777_/_77,._._ NO PARKING FIRES LANE 1 r I Ifl to J1 WA IJL a 1 1 SCALE - T -V Q,J� PIAN (004 " z C6. 7) s Cgs �A DATA CONTRACTOR'S SCOPE OF WORK TO INCLUDE: ALL CABLING (CAT 5 AND FIBER), ALL TERMINATIONS, ALL PATCH PANELS, ALL COVER PLATES WITH WIRE LANDING TERMINATIONS LABELED AT PATCH PANEL AND LOCATION. A. Data Room (Box -A and Bax -S) (BlackBox Will be provided by F&D) 1. Location of main distribution point 2. Requires (2)4x6 3/4in plywood mounted on wall, 1 for each black box 3. Mounting of 24"x24" BlackBox 5' from bottom of box to floor centered on the wall opposite the door into the room 4. Box must be grounded to building steel 5. Requires 1 quad Dedicated circuit in MDF mounted in the back of box A 6. 1- 6 strand fiber patch panel with LC terminations will be mounted at the top of box A. Labeling will be L1 and L2. Fiber will be run from A to Box B. 7. 1-48 port patch panel will be mounted under Fiber Patch panel in box A. Labeling scheme to be used will be: Al, A2, A3, etc. for offices, S'1 -S8 for server patch, E1 -E4 for demark extensions. 8. If not min point of entry then 4-Cat5e cable will need to be run from MPOE to this room (check distance) 9. All runs, if under 250ft will term here. No more than 44 runs can patch into this box. 10. Server box (Box -S) 24"x36", to be mounted on wall 42" from bottom of box to floor, centered on left side wall as you enter the room. 30" open on each side for access. 11. 1 dedicated circuit quad mounted in back of server box. 12. 1- 24 Port Patch panel for Server Box, labeling scheme: S1, S2, ... (8 total cables from Box S to Box A). 13. 8 Cat5 from Box A to Box S need to be run and punched down on both ends. B. Min PoE 1. Frorn rnin point of entry 4-Cat5e cable will need to be run from MPOE to Box A landing in patch panel 2. Phone board/MPOE needs to be in place as early as possible to allow AT&T to install T1(minimum 2 weeks before visit 1) 3. 4 Cat5 from MPOE to BoxA need to be run and punched down in box 1 and labled as noted in plans, unless MPOE is also the IT room. C. Cash Office 1, 6-Cat5e cables on wall with jacks and 6 port faceplate, under where the desk will mount. 2, 2 duplex power outlets mounted under desk D. CEM (General Manager) Office 1. 2-Cat5e cables on wall with jacks and 2 port faceplate, under where the desk will mount 2, 2-Cat5e cables on wall with jacks and 2 port faceplate, next to any conference table or meeting table 3, 2- duplex outlets for every 10' of desk, others in room as needed E. Sales Manager 1. 4-Cat5e cable on wall with jacks and 4 port faceplate, under where the desk will mount 2, 2- duplex power outlets mounted under desk if desk is longer than 10' mount 1 duplex for each 5' of desk, others in room as needed F. Ops Manager 1, 4-Cat5e cable on wall with jacks and 4 port faceplate, under where the desk will mount 2, 2- duplex power outlets mounted under desk if desk is longer than 10' mount 1 duplex for each 5' of desk, others in room as needed G. Training Office 1, 6-Cat5e cable on wall with jacks and 6 port faceplate, under where the desk will mount 1-Cat5e cable on wall with hacks and 1 port faceplate mounted at 60" high for tv. 2. 2- duplex power outlets mounted under desk if desk is longer than 10' mount 1 duplex for each 5' of desk, others in room as needed H. Break Room 1. 1- CatSe cable with jack and single port faceplate on wall next to main door mounted 36"high 1- Cat5e cable with hack and single port faceplate on wall in corner mounted 60" high for tv. 2. 1- duplex power outlet mounted on wall next to network drop, 36" high. k constructions is done all Cat5 runs need to be punched down both ends. 3. If office package c st At a minimum, the network and power in break room for the time clock needs to be done. I. Receiving Desk/Command Center 1. 6- Cat5e cables on wall with jacks and 6 port faceplate, under where the desk will mount 2. 1 -quad outlet to be mounted under desk 3. Receiving desk data needs to be in place with all required holes drilled(minirrnurn 1 in middle of desktop, and any holes required to get power and data under desk. J. Cash Registers 1. Register stands each get 3-Cat5e per register and 2 in the middle(see below) V a0d 2 03 V 2. Dedicated circuit for each pod, Quads in corners and duplex in center (if individual register stand and standard Power Pole outlets should land under the countertop) K. Information Stations - New Stores(3 Locations), Remodels(Number determined on Plan), Floor Computers 1 2- Cat5e cables with jacks and 2 port wall plate, mounted on post where station will sit 2, 1 -duplex power outlet for each Information Station, mounted on back of millwork L. Professional Sales Desk 1, 6-Cat5e cable mounted under desk (3 in each corner) 2, 2 -quads under desk for Pro Desk(one in each corner) M. Traffic Counter(one above each customer entry door) 1. 1- Cat5e cable in a box, with jack and faceplate runs back to Box B. Box is to be 3' inside the door, 14' above the floor. N. GE Kiosk 1 1- Cat5e cable with jack and faceplate 2, 1 Duplex power outlet 0. MOD Desk 1, 6-Cat5e cables with with jacks and 6 port faceplate, mounted under desk 2, 2 -quads under desk P. Designer Desk 1 4-Cat5e cable with jacks and 4 port faceplate, mounted under desk 2, 1 -quad for each designer/kitchen desk Q. Distribution Point (Box - B) (BlackBox Will be provided by F&D IT or OPS) 1. Mounted on Front wall (location will be provided by F&D IT or Ops) 2. Box must be grounded to building steel 3. Fiber runs between Box A and Box B need to be complete. 4. Dedicated circuit, 1 quad mounted in back of box 5. If wall is drywall, 4'x4' Y/" plywood mounted on to wall for black box mounting 6. Mounting of 24"x24" black box 8' from bottom of cabinet to floor with 36" on right side 7. 1- 6 strand fiber patch panel with LC terminations will be mounted at top of box B. Labeling will be L1 and L2. Fiber will be run from box A to box B. 8, 1- 48 port patch panel mounted beneath the fiber patch panel. B B3 sales o0computers/phones Labeling scheme to be used: Bl, 2, ,etc for al floor 9. All Sales floor PCs, POS machines, Pro -Desk, Designer D sk, and any remaining floor data needs will term here R. Access Point Wiring (Access points will be provided by F&D) 1. 5-6 Cat5e runs will be terminated at the front or back Distribution Point (distance permitting) 2. Location of AP termination will be provided by F&D 3. Each ceiling termination will be done with box and wall plate using a 6-10ft patch cord to connect the AP 4. The AP will be mounted to the ceiling structure facing downward 5. All 4 antennas will be connected to each AP by cabling vendor 6. All wireless access point wiring needs to be complete and punched down both ends. Hardware provided by F&D Net work Box A Network Box B Server Box S c s s with 5 6 Cisco Access point h antennas t mounted per Ian with hot ower outlets in each box. boxes need to have All 3 black boxes need to be mou p p p construction debris removed (sawdust, wire clippings, etc). NEW STORES -DATA ROOM TO BE COMPLETED AND SECURED ONE WEEK PRIOR TO SCHEDULED FLOOR&DECOR MERCHANDISE DATE K EY N OTES 1. DATA FOR FUTURE REGISTERS. fI KE ALARM 5Y5TEM 5EQU ENCS MATKIX FIRE ALARM CONTROL PANEL FAAP ANNUNICATOR PANEL FPS FIRE ALARM POWER SUPPLY ® FIRE ALARM — CONTROL MODULE a z FD FIRE ALARM — FIRE DAMPER FIRE ALARM — DUCT DETECTOR FIRE ALARM — HORN / STROBE FIRE ALARM — STROBE ` FIRE ALARM — HORN TAMPER SWITCH O H HEATER DETECTOR O SMOKE DETECTOR R � •'� :a I Tt �d ��7 ���9 � k� 11 s p \ A �n a ILJ °0 0 U z C' OO � pQ 0 O U w O U z U Q Op C)� 4 R Q - < t- �� Ali �_-z 27 U p� LuFZu'I z0 z� d 0 11 O t7 w> 10t¢ c9 O 0 Q� z <U `z � ¢Q N� O O o o oz g �" tu H 4 >Q r u c¢3 o 0fl Q� U Uz z 0 tj D (pf1Q lYQ Q O QQ u Q N r TKOUDLF ® 0 • 0 0 SPRINKLER WATER FLOW 5WITCHES ALAKM 0 $ 0 0 0 � 5PRINr%LER TAMPI=K 5WITCNI=5 ALARM 1� TROUBLE 0 0 0 0 5PKNKLER ALARIA I'KE55URE SWITCHF-5 ALARM 0 A i AIR HANDLING UNIT DUCT IXTECTOR5 TROUDLE 0 0 9 AIAKM 1 • ® O (SUPPLY A(P. UUCT) AIK HANDLING UNIT DUCT DETECTORS TROUDLE 0 0 i A €� ALARM 0 A (F?ETURN AIR DUCT) MANUAL PULL STATIONS TROUDLE ! 0 0 A @ 0 ALAKM 0 O 0 0 TROUDLE O 0 i 0 0 COMMON AKFA SMOK J�1 A1' PE1 EG"TORS ALARM 0 $ A O !i # AI 4 0 FAULT IN MONITUKING CIRCUIT OR, COMPONENT FT ALAKM RISEK UIAGKAM D DUCT DETECTOR PROVIDE AUDIO DEVICES TO ACHIEVE A MINIMUM OF 70 db OR 15 db ABOVE AMBIENT NOISE IN ALL AREAS. PROVIDE ADDITIONAL DEVICES AS REQUIRED (TYPICAL). 120V POWER HVAC UNIT SHUT DOWN ALL FIRE ALARM CONDUCTORS SHALL RUN IN EMT. (TYPICAL OF ALL). — CONNECTION TO PA SYSTEM TO DISABLE AMBIENT NOISE IN THE EVENT OF ALARM CONDITION. GROUND LEVEL CONTRACTOR TO CONFIRM REQUIREMENTS OF FIREMEN COMMUNICATIONS SYSTEM AND PROVIDE DESIGN AND INSTALLATION IN THE BID PER AHJ'S CODE REQUIREMENTS. E (c) cc) r Q N r 0 T— U-1 U W ❑ Q O n 0 - U N O O L! CGS r> (A, r'01 (� 2) U :rave, y\ 9 I f II I i fi II sl TSf I� - I a r. I IL I I II I I L jl I _............ _ ..._.. F. .... I f r !Y I xxx Q»' I AI; I,•j I ; , ' w} --- . . ......... --I �I II FA �O II r aar. 'I F ql i .'' tri _- J I I L3 i. 51 } 1 t k� sl } o I� V _. ? I+ _ u u _W. .- ....._. l - ._ ...._, ... _ . o.,, ...... ,.,,a�.w».s::3.,Fd.. ..v. .aro»bad w.++.. .. _ � w•.✓ f Ihl� >a 5 f a I<! ' A 1 AOMIO -41 If w....:...i„vs s..s..x�z.+.$e,. } '�......+�a:-::...,:+.....x.�,�..•• . ,. .....;.i.�vr ,� a.;r (CIL NOTE: THE FIRE ALARM SYSTEM IS TO BE A NEW SYSTEM PER THE FIRE ALARM SPECIFICATIONS AND THE REQUIREMENTS OF THE LOCAL AHJ. THIS SHEET IS A PERFORMANCE SHEET ONLY. CONTRACTOR TO SUBMIT DEFERRED DRAWINGS FOR PERMITTING PURPOSES. NOTE: THE FIRE ALARM CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ANY SMOKE DUCT DETECTORS AND CONTROL RELAYS REQUIRED BY STATE OR LOCAL AHJ'S. 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NOTE: THE FIRE ALARM CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ANY SMOKE DUCT DETECTORS AND CONTROL RELAYS REQUIRED BY STATE OR LOCAL AHJ'S. (�5 , I � �." w� .la k..w�.S.:T.�:,, k:::S.%a..�"k�'»...w. .:.wk;.!.: .. ! :..,,.:i! +ww..,.a&'aa.Kue., .. .2aAaa.,...iw, »aw..Lr:#:.aw .•.v 1. » .«?d:»,.k»Sa �5,:.:,�:«J .<.A.d i,Swroro3.&.f.eua;S'd._. +....-.Y.»»Rb,» w..ta 4::.i.... I I I I I I I 1 I I��..:?# . ..... ..... ..... ......._ _... ..j}... —. _... __ _,. _ 2µY�ra ..... -_tY-+ — £. ...1 ..+f'-_ _ _.. _.,. —. --tl-- 1 ' � In➢.., ,"i9 -S i 1 I t.., dI x ri , M 9 j" I 4 CI L: S� C �I j3 s r G $ ,s. 1 4 6 I rrj ;q d. w 1'€ s< £ I 3 ?i # El i is J "' G F _ vl I C`^I O PARKING FIRE LANE E .y 0 ---- ----- rG 'R..a..' Ia q t�-�r .N igsfjr•• �7�� 1 � Nvv� 'a3y 7 � R 14 q ' KJi L _, _a.,. , , .m — <''se # I I _ --,. 1 sv....;%....,.,.'a t Mei .a �. C7� r) i� ...,..cox CE) v r} �Q,J� PU1N yO? z Ty � G I C o &K t iR 1 t � d YV e 5 y ? A r Ya I Y t ,z. 9 ? 9 s. ------------------------- ro SI R � •'� :a I Tt �d ��7 ���9 � k� 11 s p \ A ---- ----- rG 'R..a..' Ia q t�-�r .N igsfjr•• �7�� 1 � Nvv� 'a3y 7 � R 14 q ' KJi L _, _a.,. , , .m — <''se # I I _ --,. 1 sv....;%....,.,.'a t Mei .a �. C7� r) i� ...,..cox CE) v r} �Q,J� PU1N yO? z Ty � G 0- 00 M Cf) r o N C (C5 O W U N !!I l Q U LL L 10- U) U) L 0 U N c cu L 0 1'0 LL J - - L D KEY NOTES 1 . THE DISCONNECT AND CONVENIENCE OUTLET ARE PROVIDED WITH THE RTU. THE CONVENIENCE OUTLET IS POWERED ON THE LINE SIDE OF THE DISCONNECT. 2. WEATHERPROOF WIREWAY FOR EXTERIOR SIGNAGE TO BE INSTALLED ON THE BACKSIDE OF THE FRONT PARAPET. SIGN VENDOR WILL PROVIDE PENETRATION AND WIRING OF ELECTRICAL SIGNAGE. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF WIRING IN WIREWAY. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE ALL REQUIREMENTS WITH SIGN VENDOR PRIOR TO ROUGH—IN. SCALES VW ®T—W www.IIttIeonIIne.com 1 his drawing and the design shown are the properlj oJLittleDiverstiedArzhiteauralConsullirrg. The reproduction, cojijing or other rise oj'Ibi r drawing wilhout their )mitten consent is prohibited and ary infringement will be subject to legal action. © Little 2016 �f J L1-10 #1U ENLARGE® OFFICE PLAN -POWER SCALE: 11 TYP. ENLARGED OFFICE PLAN -LIGHTING - 3 2 WOMENS ROOM (9) Sucks of 6T _....................... . C z W w ... . ....... .... ........ 2 ASST. MAN: CEM C 0 701 t�MD$ AS—BUILT. 1-101—DM f, DATA ROOM MENS ROOM CORRIDOR 1 ENLARGED OFFICE PLAN -DATA SCALE= 1/ C-T—W KEY NOTES 1 . EXIT SIGN TO BE CONNECTED TO THE NEAREST UNSWITCHED LIGHT CIRCUIT. 2. DEDICATED CIRCUIT FOR BLACK BOX. 3. DEDICATED CIRCUITS MOUNTED INSIDE BOX S AND A. INSTALL A 4" CONDUIT 7' AFF TO ABOVE CEILING FOR DATA CABLE RACEWAY. 4. DEDICATED CIRCUIT FOR DVR, AND 3" CONDUIT FROM 6'-6" AFF TO ABOVE CEILING FOR CABLING RACEWAY. 5. EMERGENCY LIGHT FIXTURE "T" TO BE CONNECTED TO THE NEAREST UNSWITCHED LIGHT CIRCUIT. 6. PLYWOOD BACKWALL REQUIRED. REFER TO ARCHITECTURAL. 7. DEDICATED CIRCUIT FOR VENDING MACHINE. 8. SHELF MOUNTED WATER HEATER. REFER TO DETAIL 7/P001 FOR ADDITIONAL INFORMATION. 9. FIRE ALARM AND BURGLAR ALARM PANELS ARE TO BE MOUNTED TO A BACKBOARD. REFER TO ARCHITECTURAL DRAWINGS. 10. POWER, DATA LINE AND EMPTY OUTLET BOX WITH PULL STRING FOR FUTURE CABLE. 11. CONTRACTOR TO PROVIDE FIBER OPTIC TELEPHONE SERVICE TO THE IT ROOM. CONTRACTOR TO COORDINATE REQUIREMENTS WITH THE LOCAL TELEPHONE COMPANY, 12, ALL OCCUPANCY SENSORS IN THE OFFICE PACKAGE ARE TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 13. RELOC IS NOT BEING PROVIDED FOR THE OFFICE PACKAGE LIGHTING. CONTRACTOR TO PROVIDE THE CONDUIT AND WIRE REQUIRED FOR INSTALLATION. 14. PROVIDE TWO (2) DEDICATED CIRCUITS FOR FIRE ALARM AND SECURITY PANEL 60" AFF. 15. CONTRACTOR TO PROVIDE 6" CONDUIT TO ABOVE CEILING. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH FLOOR AND DECOR REPRESENTATIVE. 16. INSTALL ROOF HATCH LIGHT AT THE TOP OF THE LADDER. 17. SECURITY IS TO PROVIDE AND INSTALL A J—BOX WITH LOW VOLTAGE CONNECTIONS. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT AND WIRE FOR CONNECTION BETWEEN THIS JUNCTION BOX AND THE EMS SYSTEM IN THE ELECTRICAL ROOM. www.IIttIeenI Ine.cem 7 fiis drawing and the design shown are t{ie pro pei y ojZittle Diversijie(Ilircliiteclitral C'onsulling. The reproduction, copjing or other use oj'tliis drawing wilbout their written consent is probibiled and any infiingeurent will be subject to legal action. CCS Little 2016 ;a 1� 1 it � I • � A 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 �0111,041krtyol 0.60544F! �1 �J �I1llii1111, PRINCIPAL IN Cf LARGE JR .............................................................. PROf ECT AL1MWE.R JL .................................................................. DRAWN BY JC REASON (DATE 121-5505-00 qH 7 NIJMBE� E401, • Q f� M i CO Q N c - O W U O W a U L 0 4--� M U) 0 U N n C t~� L O O i7 J GENERAL NOTES 1 . THE EMS CONTROL SYSTEM IS TO BE PROVIDED BY OWNER. 2. CONTRACTOR TO INSTALL ALL PROVIDED HARDWARE. 3. CONTRACTOR TO PROVIDE 120V POWER TO THE EMS LIGHTING CONTROL PANEL. 4. CONTRACTOR TO INSTALL ALL LIGHTING WIRING FROM LIGHTING POWER PANEL TO THE EMS CONTACTOR PANEL AND FROM THE CONTACTOR PANEL TO THE LIGHTING LOAD. 5. CONTRACTOR IS RESPONSIBLE FOR ALL LOW VOLTAGE AND CONTROL WIRING REQUIRED TO COMPLETE THE EMS LIGHTING CONTROL SYSTEM. 6. CONTRACTOR IS RESPONSIBLE FOR THE INITIAL TESTING OF THE EMS SYSTEM. 7. EMS VENDOR WILL BE RESPONSIBLE FOR FINAL CONNECTIONS TO THE FLOOR AND DECOR'S NETWORK AND COMMISSIONING. 8. EMS VENDOR CONTACT INFORMATION: BRANDON PERRY 1(800)820-3511 JAMES WALTON 1(800)820-3511 TOM KAY 1(800)820-3511 EMAIL SUPPORT support©entouchcontrols.corn 1(877)755-1609 EMS LIGHTING CONTROL LIGHTING CONTROL OPERATIONAL DESCRIPTION 1. THERE WILL BE FOUR (4) INTERIOR AUTO STORE MODES OF CONTROL. THE FOUR (4) AUTO MODES OF CONTROL ARE OFF, STOCKING, SALES AND SECURITY. THREE (3) OF THE MODES ARE ACTIVATED BY THE TIMING FUNCTION OF THE EMS SYSTEM AND THE SECURITY MODE FUNCTION IS ACTIVATED BY THE BURGLAR ALARM VIA THE EMS SYSTEM. A DESCRIPTION OF THE FOUR (4) MODES ARE AS FOLLOW: A) OFF MODE: ALL LIGHTING IN THE ENTIRE INTERIOR OF THE STORE IS TURNED OFF WITH THE EXCEPTION OF THE EXIT LIGHTS AND DIRECTIONAL EXIT LIGHTS. B) STOCKING MODE: 50% OF THE SALES FLOOR LIGHTING IS TURNED ON IN AN EVENLY DISTRIBUTED CHECKERBOARD PATTERN. STAGE 1 SALES FLOOR LIGHTING ONE NIGHT AND STAGE 2 SALES FLOOR LIGHTING THE NEXT TO EVEN THE LAMP DEPRECIATION. THE OCCUPANCY SENSORS IN THE OFFICE PACKAGE ARE ENABLED I.E. THE LIGHTS IN THE INDIVIDUAL ROOMS WILL GO ON AND OFF AS PEOPLE ARE SENSED OR NOT SENSED. STOCKING MODE IS ACTIVATED AND OVERRIDES THE OFF MODE WHEN THE MANAGEMENT TEAM PUTS THE BURGLAR ALARM IN THE PERIMETER MODE. C) SALES MODE: 100% OF THE SALES FLOOR BOTH STAGE 1 AND STAGE 2 ARE TURNED ON AND THE OCCUPANCY SENSORS ARE ENABLED. ACTIVATED BY ASTRONOMIC TIME CLOCK FUNCTION INTEGRAL TO THE EMS SYSTEM. D) SECURITY MODE: WHEN THE BURGLAR ALARM IS IN FULL ALARM ALL OF THE FIXTURES ON THE INTERIOR WILL BE TURNED ON. 2. THE EXTERIOR LIGHTS WILL BE CONTROLLED BY THE ASTRONOMIC TIME CLOCK FUNCTION INTEGRAL TO THE EMS SYSTEM AND PHOTO CELL. THE EXTERIOR LIGHTING WILL BE TURNED ON AT DUSK AND TURNED OFF AT DAWN. 3. THE STORE SIGNAGE IS TO BE INDEPENDENTLY CONTROLLED BY THE ASTRONOMIC TIME CLOCK FUNCTION INTEGRAL TO THE EMS SYSTEM AND PHOTO CELL. SIGNAGE IS TURNED ON AT OPENING TURNED OFF AT CLOSURE UNLESS OVERRIDDEN BY SEASONAL CONSIDERATIONS. 4. SITE POLE SECURITY LIGHTING TO BE CONTROLLED BY THE PHOTO CELL. THE LIGHTING WILL BE TURNED ON AT DUSK AND OFF AT DAWN. Lighting Control Riser Diagram From Lighting Circuit Breakers To Automatic Lighting Control Loads to Contactors Lighting Fixtures Reloc to lighting fixtures Wire trough Panel H1 Motion, 0 Alarm, 2 1 Photocell 00000 LCB -1 LCM LCB -LX CONTACTOR BOX Dedicated 120 VAC Ll --36 REAR OF BUILDING Control Wiring Panel L2 1 LCB -2 0 To Front Signage FRONT OF BUILDING Lighting Control Schedule 50% Sales 50% Sales 50% Sales Stage 1 Stage 1 Stage 1 m n�i U 0 w v L L c -I Ln � � c-�i N N C4 y y z= = y y= = 2 V) V) IO PART # DESCRIPTION 1 1O EMS CONTROLS CONTROLLER BOX BY OWNER I� LCM EMS CONTROLS LIGHT CONTROL MODULE BY OWNER 4 1 / 1 1 1 1 / / 1 / 1 • • • • 50% Sales Office Stage 2 �Ln cov m n rH� ci ci Q 2 Z -a V) y y y y 50% Sales 50% Sales Outdoor Stage 2 Stage 2 Lighting N N b 00Q) N f6 cp c0 = y= 2 y V) L/) s c V) V) F 4G J Contactor Box At Rear Of Buildin ELVIS LIGHTING CONTROL SCALE NTS Signage Signage M M m M IT 1 v v -J J N_! J J SZ ) V) V) H I Contactor Box At Front Of Building 2 3 NiU� GaNCK T__EWA LL/FL00K FE N ET KATIO N NO 5CALE I O- A SECTION A -A I FLOOR OR WALL A55CM13LY — MIN 4-1/2 IN. THICK RPINFORCFD LIGHTWEIGHT OR, NORMAL WEIGHT (100-1 50 PCF) CONCRETE. WALL MAY AL50 BE CON5TP.UGTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAX DIAM OF. OPI=NING 15 32 IN 2. METALLIC 5LPI=VE — (OPTIONAL) NOM 32 IN. DIAM (OK 5MALLE(?) SCHEDULE ALO (OR HEAVIER) 5TEEL 5LEEVE CAST OR G,ROUTE.L) INTO FLOOK OR WALL A55EMSLY( FLUSH WITH FLOOR OR WALL SURFACES OR EXTENDING A MAX OF 3 IN, ABOVE FLOOR OK bf-YOND ,80TH SURFACES OF WALL 2A, SHEET METAL SLEEVE — (OPTIONAL) MAK G IN DIAM, MIN 26 GA GALV STEEL PROVIDED WITH A 2a GA GALV 5TEEL SQUARE FLANGE SPOT WELDED TO THE SLEEVE AT APPKOX MID --HEIGHT, OR FLUSH WITH BOTTOM OF 51_UVE IN FLOOR5, AND SIZE=D TO BE A MIN OF 2 IN, LARGER THAN THE SLEEVE DIAM, THE 5LEFVE 15 TO BE CAST IN PLACE AND MAY EXTEND A MAX OF 4 IN DPLOW THF DOTTOM OF THE DECK AND A MAX OF I IN A80VE THE TOP SURFACE OF ]'HE CONCRBTE FLOOR. 20 SHEET METAL SLEEVE — (OPTIONAL) - MAX 12 IN DIAM, MIN 24 GA GALV STEEL PROVIDED WITH A 24 GA GALV STEEL SQUARE FLANGE SPOT WELDED TO THE SLEEVE AT APPROX MID -HEIGHT, OR FLL)5H WITf-I BOTTOM OF SLEEVE IN FLOOf',5, AND 51ZED TO Bf- A MIN OF 2 IN, LARGER THAI -4 THE SLEEVE DIAM THE SLEEVE 15 TO BE CAST IN PLACE AND MAY EXTEND A MAX OF 4 IN DELOW THE BOTTOM OF THE DECK AND A MAX OF I IN ABOVE THE TOP SURFACE OF THE CONCRffFE FLOOR, 3. THROUGH -PENETRANT — ONE METALLIC PIPE, TUBE OF, CONDUIT TO DE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE NRESTOP SYSTEM. THE ANNULAR SPACE 6ETWEEN PENkTMI'F AND PERIPHERY OF OPENING SHALL BE MIN 0 IN (POINT CONTACT) TO MAX 1-7/8 IN PENETRANT MAY BE INSTALLED WITH CONTINUOUS POINT CONTACT. PENETRANT TO 8E RIGIDLY SUPPORTED ON BOTH 5IDE5 OF FLOOR OR WALL A55EMBLY THE FOLLOWING TYPES AND 5[ZE5 OF METALLIC PENETRANTS MAC BE U5F_D A 5TEEL PIPE — NOM 30 IN, DIAM (OK SMALLER) 5CHEDUI F 10 (OR HEAVIEK) STEEL PIPE B IRON PIPE — NOM 30 IN DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE, C. COPPED, PIPE — NOM G IN DIAM (OK SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. D, COPPER TUBING — NOM G IN DIAM (OR 5MALL?R) TYPE L (OK HEAVIER) COPPER TURING E CONDUIT --- NOM G IN DIAM (OR SMALLER) STEEL CONDUIT F CONDUIT — NOM 4 IN DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING (EMT). 4. fIKE5TOP 5Y5TEM —THE FIKESTOP SYSTEM 5HALL CON515T OF THE FOLLOWING, A PACKING MATERIAL — MIN 4 IN, THICKNESS OF MIN 4 PGF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE KECE55ED FROM TOP SURFACE OF FLOOR OR SLEEVE OR FROM DOTI1 5UR.'ACC5 Of WALL OR SLEEVE AS KEQUIKED TO ACCOMMODATE THE REQUIRED THICKNESS 017 FILL MATEPJAL. B FILL, VOID OR CAVITY MATERIAL" — 5FALANT — MIN 1/4 IN, THICKNESS OF PILL MATERIAL APPLIED WITHIN THE ANNULU5, FLUSH WITH TOP SUKI ACE OF FLOOP, OR SLEEVE OR WITH BOTH 51JUACE5 OF WALL OR SLEEVE, AT THE POINT OR CONTINUOUS CONTACT LOCATIONS D3 TWEI=N PENETRANT AND CONCRETE OR SLEEVE, A MIN 1/4 IN DIAM BEAD OF FILE_. MATERIAL SHALL 6E APPLIED AT THE CONCRETE OR 5LEEVE/ PIPE PENETRANT INTERFACT ON THE TOP SURFACE Of FLOOR AND ON DOTH SURFACES OF WALL I* 2 H O U K GY13 WALL PENETRATION DETAIL NO SCALE I A A �} SECTION A -A I WALL ASSEMDLY -THE F1KE-RATED GYPSUM WALLBOARD/STUD WALL A55EME3LY SHALL BE CONSTRUCTED OF THE MATERIALS AND W THE MANNER SPECIFIED IN THE INDIVIDUAL 0300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE FIRE RE515TANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CON5TRUCTION FEATURES, A, A 5TUD5 - WALL FRAMING 5HALL CON515T OF EITHER WOOD 5TUD5 OR CHANNEL SHAPED STEEL STUDS WOOD STUDS TO CON515T OF 2 8Y 4 IN LUMDFR SPACED I G IN OC STEEL STUDS TO ESE MIN 2-.1/2 IN Whir, FABRICATED FROM MIN 25 MSG GALVANIZED STcEL, SPACED MAX 24 IN 0C, B. B WALLBOARD, GYPSUM 5/5 IN THICK, A FT WIDE WITH SQUARE OR TAPERED EDGES THE GYPSUM WALLBOARD TYPE, NUMBED. OF LAYERS AND 5HEEr ORIENTATION SHALL BE A5 SFECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGNS IN THE UL TIKE RESISTANCE DIRECTORY, MAX DIAM OF OPENING 15 13 IN THE HOURLY F RATING OF THE FIKESTOP 5Y5TEM 15 EQUAL TO THE HOURLY PIPE RATING OF THE WALL A55EMD Y IN WHICH IT IS INSTALLED 2. THROUGH PENCIWANT5 - ONE METALLIC: PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTFUCALLY OR ECCENTRICALLY WITHIN THE FIRESTOP 5Y5TEM, PIPE, CONDUIT OR TUBING TO DE RIGIDLY SUPPORTED ON DOTH 51DES OF THE ASSEMBLY THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE U5ED A STEEL PIPE - NUM 8 IN DIAM (UR 5MALLEI?) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. b IRON PIPE - NUM 8 IN DIAM (OR. SMALLER) CAST OR DUCTILE (RON PIPE c CONDUIT - NOM 4 IN. DIAM (OR SMALLER) STEEL ELFGTRICAL METALLIC ruo[k1G OR 5TFEL. CONDUIT. 3 PIPE COVERING -- NOM 2 IN THICK HOLLOW CYLINDRICAL HEAVY DEN5ITY (MIN .3.5 PCF) F(BERGLASS PIPE COVERING WITH AN ALL -SERVICE JACKET PIPE _ COVff KING MATERIAL TO BE MIN 3 IN LONG AND INSTALLED ON PENETRANT TO FXTEND 2 IN bt1POND DOTH 51UE5 OF WALL SURFACE, LONGITUDINAL JOINTS 5EALED WITH METAL FASTENERS OR FACTORY -APPLIED 5ELF-51nALING LAP (55L) TAPE THE ANNULAR SPACE BETWEEN THE PIPE COVERING AND PERIPHERY OF OPENING SHALL BE MIN O IN, (POINT CONTACT) TO MAX 3/8 IN, SEE PIPE AND EQUIPMENT COVERING -MATERIALS (BKGU) CATEGORY IN THE DU(LDING MATER(AL5 DIRECTORY FOR NAMES Of MANUFACTUREF3. ANY PIPE" COVFKING MATF_KIAL MEETING THE ADOVE 5PL-"GIFICATION5 AND BEARING THE UI_ CLA551FICATION MARKING WITH A FLAME SPREAD INDEX OF 25 OR LE55 AND A 5MOKE D>wVELOPED INDEX OF 50 OR LE5S MAY BE USED 4. FILL, VOID OR CAVITY MATERIAL- SEALANT - IN ) HK A55EMBLIF5, MIN -5/f; IN THICKNE55 OF FILL MATERIAL APPLIED WITHIN ANNULUS FLUSH WITH BOTH SURFACES OF WALL IN 2 HK A55EM13LIES, MIN 1-1 /4 IN TIIICKIIE55 OF FILL MATERIAL APPLIED WITHIN ANNULUS FLUSH WITH BOTH SURFACES Of WALL, FOR BOTH 1 AND 2 HR A55EMBLIE5, AT POINT CONTACT LOCATION BETWEEN INSULATION AND GYPSUM, A MIN 1/2 IN. T3EAQ OF FILL_ MATERIAL. SHALL BE APPLIED ON BOTH 5IDE5 OF WALL CONDUIT SUPPORT DETAIL ITEM # PART # DESCRIPTION 1 LCB -LX EMS CONTROLS CONTROLLER BOX BY OWNER 2 LCM EMS CONTROLS LIGHT CONTROL MODULE BY OWNER 4 RIB2401 D ENCLOSED PILOT RELAYS, FUNCTION DEVICES INC BY OWNER 7 K4121 C INTERMATIC BY OWNER 8 BURGLAR ALARM CUSTOMER SECURITY INTERFACE BY OWNER w c>s 0 0 LL_ MSD ELECTRICAL PANEL SCHEDULE • 480/277, 3PH, 4W, +GND PANM TM* smRA1M PAM TWO NEMA 1 EQUIP 65000 SERIES RATED AIC RATIN EQUIP No. DESCRIPTION NOTE CAT AMPS LOADS PARE DESCRIPTION NOTE CAT AMPS KVA N PH M1 8.304 382.7 106.014 8 0 8.304 8 382.7 106.014 8 0 _ _ _ 400/3 382.7 106.014 8 0 PANEL H1 30.0 72.0 19.956 _3 O 50.0 13.840 63.0 17.454 _3 O 13.840 4 51.6 14.283 3/p ex XFMER Tt PANEL L1 do L2 RTU -7 54.4 15.060 _6 O 25.742 50.0 57.6 15.960 6 0 50.0 13.840 66.0 18.280 6 0 TOTAL CONNECTED LOAD: 526 KVA 39.0 PHASE "A TOTAL CONNECTED AMPS: 633 AMPS 10.795 PHASE "B SPARE 0.0 0.000 * PHASE "C TOTAL CALCULATED LOAD 531 KVA SPARE 0.0 TOTAL CALCULATED AMPS 642 AMPS 0.0 0.000 M1 ELECTRICAL PANEL SCHEDU SEIM* 480/277, 3PH, 4W, +GND BW RA PANM TM* EXISTING EMM SEE ONE -LINE DIAGRAM AIC RAI EQUIP 65000 SERIES RATED LOADS WIRE No. DESCRIPTION NOTE CAT AMPS KVA N PH RN -1 30.0 8.304 8 LOADS 30.0 8.304 8 _ _ _ 30.0 8.304 8 RTU -3 30.0 8.304 8 400/3 30.0. 8.304 8 400/3 30.0 8.304 8 RTU -5 50.0 13.840 4 4 50.0 13.840 4 92.9 50.0 13.840 4 RTU -7 50.0 13.840 4 25.742 50.0 13.840 4 _ 50.0 13.840 4 RTU -9 39.0 10.795 6 SPARE 39.0 10.795 6 SPARE 39.0 10.795 6 SPARE 0.0 0.000 * SPARE 0.0 0.000 10.000 SPARE 0.0 0.000 13 SPARE 0.0 0.000 0.000 SPARE 1 0.0 0.000 0.000 SPARE 0.0 0.000 0.000 TOTAL CONNECTED LOAD: 318 KVA 0.000 PHASE TOTAL CONNECTED AMPS: 383 AMPS * PHASE 20 1 93 AMPS 0.000 PHASE TOTAL CALCULATED LOAD 318 KVA 17 * TOTAL CALCULATED AMPS 1f AMPS * 0.000 pC ELECTRICAL PANEL SCHEDU 1200A MLO 480/277, 3PH, 4W, +GND Bw RA PAM TIM EXISTING EMM SEE ONE -LINE DIAGRAM AV RAI EQUIP 65000 SERIES RATED LOADS mcumm No. DESCRIPTION SURFACE KVA CKT PHASE CKT 6.643 WIRE LOADS 30.0 RTU -2 8 CB 2 25/3 A B. G 6.643 CB PH N KVA AMPS CAT NOTE DESCRIPTION 400/3 1 * 2 400/3 8 0 25.742 92.9 M2 20.0 3 * 4 14.0 60 25.742 92.9 ----- 3.875 5 * 6 3.875 8 0 25.742 92.9 ----- 200/37 SPARE * 8 200/3 3 0 10.000 36.1 PANEL H2 SPARE 9 * 1030 SPARE 0.0 10.000 36.1 - - - -- 0.0 11 * 12 0.0 1 YO 10.000 36.1 ----- 300/3 13 * 14 20/1 0.000 0.000._ 0.0 SPARE 0.000 SPARE 0.0 0.000 0.000 SPARE 0.0 0.000 * TOTAL CONNECTED LOAD: 15 * 16 20 1 93 AMPS 0.000 0.0 SPARE 1,2,3 17 * 18 20 1 * 0.000 0.0 SPARE ". 3.) 176.772 KVA 638 AMPS EXISTING WIRING TO. -BE RELOCATED NOTES: 2.826 '. 9 175.170 KVA 632 AMPS 0.0 L0: LOCK ON/OFF BREAKER '. 1,2 3 LIGHTING 174.319 KVA 629 AMPS 10 10 20 1 GFCI: GROUND FAULT CIRCUIT INTERRUPT 12 20 1 10 10 1.476 * 5.3 1.) ROUTE CIRCUIT THRU CONTACTOR i 400A MLO 65,000 SERIES RATED CKT PHASE CKT CB k A B C CB 2 35/3 3 * 4 M2 ELECTRICAL PANEL SCHEDU 400A MLO 480/277, 3PH, 4W, +GND Bw RA PAM TIM EXISTING komm AV RAI EQUIP SURFACE LOADS PARE No. DESCRIPTION NOTE CAT AMPS KVA N PH RTU -11 24.0 6.643 10 0.0 30.0 RTU -2 8 8.304 2 25/3 24.0 6.643 10 AIC RA 24.0 6.643 10 RTU -13 20.0 5.536 10 * 6 20.0 5.536 10 _ _ 20.0 5.536 10 COMPACTOR 14.0 3.875 10 _ _ 14.0 3.875 10 EQUIP No. DESCRIPTION 14.0 3.875 10 SPARE 0.0 0.000 13.840 SPARE 0.0 0.000 13.840 SPARE 0.0 0.000 6.643 SPARE 0.0 0.000 6.643 SPARE 0.0 0.000 6.643 SPARE 0.0 0.000 0.000 SPARE 0.0 0.000 0.000 SPARE 0.0 0.000 0.000 SPARE 0.0 0.000 0.000 SPARE 0.0 0.000 0.000 SPARE 0.0 0.000 0.000 SPARE 0.0 0.000 * TOTAL CONNECTED LOAD: 77 KVA AMPS PHASE TOTAL CONNECTED AMPS: 93 AMPS AMPS PHASE GFCI: GROUND FAULT CIRCUIT INTERRUPT 1,2,3 8.2 PHASE TOTAL CALCULATED LOAD 77 KVA * 2.) TOTAL CALCULATED AMPS 63 AMPS SPARE 3.) 35/3 1 7 * 8 50/3 50/3 1 13 1 * 1 1, 1 14 35/3 45/3 1 25 1" 1 1 I 26 1 30/3 "A": 106.014 KVA 383 "B": 106.014 KVA 383 "C": 106.014 KVA 383 T na ELECTRICAL PANEL SCHEDULE 400A MLO NEV ma SEE ONE -LINE DIAGRAM komm moumm mw SURFACE WRE LOADS SE CKT EQUIP PH N KVA LOADS AMPS CAT NOTE DESCRIPTION No. 8 8.304 0.0 30.0 RTU -2 8 8.304 2 25/3 30.0 ----- 8 8.304 AIC RA 30.0 - - - -- 4 13.840 5.536 50.0 RTU -4 4 13.840 * 6 50.0 - - - - - 4 13.840 25/317 50.0 - - - 8 8.304 4.152 30.0 RTU -6 B 8.304 * 10 30.0 - - - 8 8.304 EQUIP No. DESCRIPTION 30.0 - - - - 4 13.840 4.152 50.0 RTU -8 4 13.840 14 201 50.0 ----- 4 13.840 8 50.0 ----- 10 6.643 1,2,3 24.0 RTU -10 10 6.643 1 24.0 - - - - 10 6.643 * 24.0 - - - - - 2.241 0.000 8.1 0.0 SPARE LIGHTING 0.000 13.0 0.0 SPARE 10 10 20/1 0.000 _ * 0.0 SPARE 20/1 0.000 10 _ 0.0 SPARE 5.000 0.000 12,3 LIGHTING 0.0 SPARE 1,2,3 0.000 1 0.0 A ISPARE AMPS * 6 NOTES: AMPS 10 LO: LOCK ON/OFF BREAKER AMPS 1,2 3 LIGHTING GFCI: GROUND FAULT CIRCUIT INTERRUPT 1,2,3 8.2 1.) ROUTE CIRCUIT THRU CONTACTOR 7 * 2.) SHARED NEUTRAL 110110 SPARE 3.) RELOC HARING 8.1 1,2,3 uGHnNG 4.) EXISTING WIRING TO. -BE RELOCATED na ELECTRICAL PANEL SCHEDULE 400A MLO ma 65,000 SERIES RATED moumm mw ESM SERM 480/277, 3PH, 4W, +GND SE CKT WIRE LOADS 225A MLO LOADS LOADS KVA B C CB PH N(KVA)_AMPS 0.0 0.000 20/1 SEE ONE -LINE DIAGRAM 2 25/3 10 5.536 20.0 AIC RA 5.000 * 4 10 5.536 20.0 0.000 20 1 * 6 10 5.536 20.0 25/317 WIRE 8 20/3 10 4.152 15.0 PARE 0.000 * 10 10 4.152 15.0 EQUIP No. DESCRIPTION NOTE CAT * 12 10 4.152 15.0 A B C 0.0 14 201 PH 0.000 0.0 28 30 38 "A": 25.742 KVA 93 AMPS "B": 25.742 KVA 93 AMPS "C": 25.742 KVA 93 AMPS 0.000 0.000 0.0 SEE ONE -LINE DIAGRAM SURFACE E CAT NOTE DESCRIPTION No. RTU -12 RTU -14 NOTES: L0: LOCK ON/OFF BREAKER GFCI: GROUND FAULT CIRCUIT INTERRUPT 1.) ROUTE CIRCUIT THRU CONTACTOR 2.) SHARED NEUTRAL 3.) RELOC HARING BRANCH CIRCUIT CONDUCTORS MINIMUM WARE SIZE FOR LIGHTING AND POWER CIMS SHALL BE *L. FOR ALL 20A BRANCH CF{CUITS, WIRE SIZES SHALL BE SIZED SO THAT THE VOLTAGE DROP WILL NOT EXCEED 3% AND THAT THE TOTAL VOLTAGE DROP FROM THE SERVICE ENTRANCE TO THE CHEST DEVICE DOES NOT EXCEED 5%. H1 ELECTRICAL PANEL SCHEDULE SCHEDULE J0.60544F1_ mw ESM SERM 480/277, 3PH, 4W, +GND BIN RAM AIC RAM WIRE N PH CB ON RAIM 225A MLO 65,000 SERIES RATED PHASE CKT WIRE A B C CB PH N(KVA)-AMPS 225A MLO LOADS LOADS KVA SEE ONE -LINE DIAGRAM SURFACE EQUIP CAT NOTE DESCRIPTION No. FEEIM 0.0 0.000 20/1 SEE ONE -LINE DIAGRAM Pma EXISTING 30/3 10 AIC RA 5.000 65,000 SERIES RATED BATTERY CHARGER MaLum 0.0 0.000 20 1 SURFACE * 4 LOADS WIRE CKT PHASE CKT SPARE PARE 0.000 LOADS 5 * EQUIP EQUIP No. DESCRIPTION NOTE CAT AMPS KVA N PH CB - - - A B C 0.0 C8 PH N KYA 8 AMPS CAT NOTE DESCRIPTION No. LIGHTING 1,2,3 11.2 3.110 10 10 20/1 1 * 2 -ELL10 * 10 2.241 10 8.1 1, 3 LIGHTING LIGHTING 12,3 13.0 3.590 10 10 20/1 3 _ * 4 20/1 10 10 _ 2.241 5.000 8.1 12,3 LIGHTING LIGHTING 1,2,3 8.0 .2.216 10 10 20/1 5 * 6 20/1 10 10 2.490 SPARE 9.0 1,2 3 LIGHTING UGi1ING 1,2,3 8.2 2 272 10 10 --mil 7 * 8 20/1 110110 SPARE 2.241 0.0 8.1 1,2,3 uGHnNG LIGHTING 10.2 2.826 10 10 20/1 9 * 10 20/1 110110 0.0 1.476 20/1 5.3 1,2 3 LIGHTING LIGHTING 9.3 2.577 10 10 20 1 11 * 12 20 1 10 10 1.476 * 5.3 1 23 LIGHTING LIGHTING Ll 8.7 2.399 10 10 201 13 * 14 201 23 * 0.000 201 0.0 SPARE LIGHTING 7.8 2.160 10 10 20 1 15 * 16 20 1 26 20 1 0.000 10 0.0 SPARE UGHTING 9.3 2.577 10 10 201 17 * 18 201 20/1 10 0.000 0.0 0.0 SPARE LIGHTING 12,3 10.2 2.826 10 10 201 19 * 20 201 0.000 0.0 0.000 SPARE 0.0 SPARE LIGHTING 1,2,3 7.8 2.160 _ 10 10 20/1 21 * 22 20/1 SPARE SPARE 0.000 0.000 0.0 SPARE LIGHTING 1 2 3 7.8 2.160 10 10 20/1 23 * 24 20 1 0.0 0.000 0.000 35 0.0 SPARE LIGHTING 1,2,3 7.2 1.992 10 10 20/1 25 * 26 20 1 10 10 2.088 38 7.5 EXTERIOR LIGHTING LIGHTING 1.2.3 8.1 2.241 10 10 20 1 27 * 28 20/1 * 40 1__200/Ll 0.000 201 0.0 SPARE SPARE SPARE 0.0 0.000 20 1 29 * 30 20 1 2OL1 1 201 0.000 0.000 0.0 SPARE SPARE 30 KVA 36 AMPS 0.0 0.000 20 1 31 * 32 20 1 AMPS AMPS AMPS 0.000 LOCK ON/OFF BREAKER GROUND FAULT CIRCUIT INTERRUPT 0.0 SPARE SPARE 0.0 0.000 20 1 33 * 34 20/1 10 10 0.759 2.7 OFFICE LIGHTING 0.0 0.000 20 1 35 * 36 20 1 10 10 0.787 2.8 OFFICE LIGHTING SPARE • PAM Tff-. EQUIP No. DESCRIPTION 120/208, 3PH, 4W, +GND EXISTING NOTE CAT AMPS LOADS KVA OW RAM AOC RAIM WIRE I N PH GBP CKT 175A MCB 30,000 SERIES RATED PHASE CKT A B C CB JWRE PH I N motKna LOADS KVA AMPS SEE ONE -LINE DIAGRAM SURFACE EQUIP CAT NOTE DESCRIPTION No. SPARE LO 3.0 0.0 0.000 20/1 37 * 38 20/1 10 0.360 0.000 LO BOX a QUAD IV 0.0 SPARE SPARE 10 10 20/1 0.0 0.000 20L1_[ 39 * 40 20 1 6.0 SHOW ROOM RECEPT 0.000 LO 1.5 0.0 SPARE SPARE * 0.0 1 0.000 201 .41 * 42 201 SPARE 0,0 0.000 20/1 0.0 SPARE TOTAL CONNECTED LOAD: 51 KVA 10 PHASE "A": 1.5 19.956 KVA 72 AMPS 10 10 20/1 9 NOTES: 10 TOTAL CONNECTED AMPS: 61 AMPS 0.180 PHASE "B": LO IT TEMP MONITOR 17.454 KVA 63 AMPS 11 Lo: 12 LOCK ON/OFF BREAKER 10 10 1.500 12.5 PHASE "C": HAND DRYER 14.283 KVA 52 AMPS * GFCI: GROUND FAULT CIRCUIT INTERRUPT TOTAL CALCULATED LOAD 64 KVA 12.5 --- - ELECT.ROOM RECEPT 1.5 0.180 10 10 20/1 15 * 16 1.) ROUTE CIRCUIT THRU CONTACTOR TOTAL CALCULATED AMPS 77 AMPS LO VAULT RECPT WATER FOUNTAIN 4.2 0.500 10 10 20/1 17 * 18 20 1 2.) SHARED NEUTRAL 4.5 LO VAULT RECPT RESTROOM RECPTS 3.0 0.360 10 10 20 1 19 * 20 20 1 10 10 3.) RELOC WIRING WAREHOUSE RECEPT MICROWAVE 12.0 1.440 10 10 20 1 21 * 22 20 1 10 10 0.180 4. EXISTING WIRING TO BE RELOCATED H2 ELECTRICAL PANEL SCHEDULE SCHEDULE J0.60544F1_ mw • Pma M. EQUIP No. DESCRIPTION 480/277, 3PH, 4W, +GND EXISTING NOTE CAT AMPS LOADS KVA BIN RAM AIC RAM WIRE N PH CB CKT 225A MLO 65,000 SERIES RATED PHASE CKT WIRE A B C CB PH N(KVA)-AMPS FEEIM 111111DIUmm LOADS LOADS KVA SEE ONE -LINE DIAGRAM SURFACE EQUIP CAT NOTE DESCRIPTION No. SPARE 0.0 0.000 20/1 1 * 2 30/3 10 10 5.000 18.1 BATTERY CHARGER SPARE 0.0 0.000 20 1 3 * 4 10 5.000 18.1 - - - - SPARE 0.0 0.000 20 1 5 * 6 10 10 5.000 18.1 - - - SPARE 0.0 0.000 1 1 20/1 7 * I 1 8 30/3 10 10 5.000 18.1 BATTERY CHARGER SPARE 0.0 0.000 20/1 9 * 10 10 10 10 5.000 18.1 - - - - - SPARE 0.0 0.000 20/1 11 * 12 12 10 10 5.000 18.1 - - - - - SPARE 0.0 0.000 201 13 * 14 201 22Z1 10 0.000 0.0 SPARE SPARE 0.0 0.000 20 1 15 * 16 20 1 20 1 10. 0.000 0.0 SPARE SPARE 0.0 0.000 20/1 17 * 18 20/1 201 10 0.000 0.0 SPARE SPARE 0.0 0.000 20/1 19 * 20 20/1 20 1 10 0.000 0.0 SPARE SPARE 0.0 0.000 20/1 21 * 22 20 1 20 1 10 0.000 0.0 SPARE SPARE 0.0 0.000 201 23 * 24 201 20/1 110110 0.000 0.0 SPARE SPARE 0.0 0.000 20/1 25 * 26 20 1 20/1 10 0.000 0.0 SPARE SPARE 0.0 0.000 20/1_f_27 20 1 * 28 20 1 20/1 10 0.000 0.0 SPARE SPARE 0.0 0.000 0.000 29 * 30 20/1 20/1 10 0.000 0.0 SPARE SPARE 0.0 0.000 F201 31 * 32 20/1 20/1 10 0.000 0.0 SPARE SPARE 0.0 0.000 33 * 34 201 20 1 10 0.000 0.0 SPARE SPARE 0.0 0.000 35 * 36 201 201 10 0.000 0.0 SPARE SPARE 0.0 0.00020 1 37 * 38 20/1 201 10 0.000 0.0 SPARE SPARE 0.0 0.000 20 1 39 * 40 1__200/Ll 40 201 10 0.000 0.0 SPARE SPARE 0.0 0.000 20 1 41 * 42 2OL1 1 201 10 0.000 0.0 SPARE TOTAL CONNECTED LOAD: TOTAL CONNECTED AMPS: 30 KVA 36 AMPS 24 KVA 67 AMPS PHASE "A": PHASE "B": PHASE "C": 10.000 10.000 10.000 KVA KVA KVA 36 36 36 AMPS AMPS AMPS AMPS AMPS AMPS NOTES: LO: GFCI: LOCK ON/OFF BREAKER GROUND FAULT CIRCUIT INTERRUPT TOTAL CALCULATED LOAD 30 KVA 1.) ROUTE CIRCUIT THRU CONTACTOR TOTAL CALCULATED AMPS 35 AMPS L1 JELECTRICAL PANEL SCHEDULE • PAM Tff-. EQUIP No. DESCRIPTION 120/208, 3PH, 4W, +GND EXISTING NOTE CAT AMPS LOADS KVA OW RAM AOC RAIM WIRE I N PH GBP CKT 175A MCB 30,000 SERIES RATED PHASE CKT A B C CB JWRE PH I N motKna LOADS KVA AMPS SEE ONE -LINE DIAGRAM SURFACE EQUIP CAT NOTE DESCRIPTION No. SECURITY CAMERA LO 3.0 0.360 10 10 -12L 1 * 2 20/1 10 10 0.360 3.0 LO BOX a QUAD IV RECEPTS CM 7.5 0.900 10 10 20/1 3 * 4 20/1 10 10 0.720 6.0 SHOW ROOM RECEPT DVR LO 1.5 0.180 10 10 20/1 5 * 6 20/1 10 10 0.180 1.5 SECURITY PANEL SPARE 0,0 0.000 20/1 7 * 8 20/1 10 10 0.180 1.5 RECEPT HVAC UNIT CASH ROOM RECEPT 1.5 0.180 10 10 20/1 9 * 10 20/1 10 10 0.180 1.5 LO IT TEMP MONITOR HAND DRYER LO 10.0 1.200 10 10 20 1 11 * 12 20/2 10 10 1.500 12.5 WH -1 HAND DRYER LO 10.0 1.200 10 10 20/1 13 * 14 10 1.500 12.5 --- - ELECT.ROOM RECEPT 1.5 0.180 10 10 20/1 15 * 16 20 1 10 10 0.360 3.0 LO VAULT RECPT WATER FOUNTAIN 4.2 0.500 10 10 20/1 17 * 18 20 1 10 10 0.540 4.5 LO VAULT RECPT RESTROOM RECPTS 3.0 0.360 10 10 20 1 19 * 20 20 1 10 10 0.180 1.5 WAREHOUSE RECEPT MICROWAVE 12.0 1.440 10 10 20 1 21 * 22 20 1 10 10 0.180 1.5 FIRE ALARM PANEL MICROWAVE 12.0 1.440 10 10 20 1 23 * 24 20/1 10 10 0.360 3.0 LO BOX A DOCKLIG TS 0.0 0.000 10 10 20 1 25 * 26 20/1 10 10_ 0.360 3.0 LO BOX S REFRIGERATOR 10.0 1.200 10 101 20/1 1 27 * 28 ELL 10 10 0.360 3.0 1 JRECPT CIC ►_-BOX MID 0.0 0.000 10 101 20/1 1 29 * 30 20 1 0.000 0.0 ISPARE TVS TRAINING & BREAK 8.3 1.000 10 10 20 1 31 * 32 _12,L 10 10 0.720 6.0 _ ASST. MGR. RECEPT QC J -BOX GRID 0.0 0.000. 10 10 20 1 33 * 34 20/1 0.000 0.0 SPARE RECEIVING DESK 3.0 0.360 10 10 20 1 35 * 36 20/1 10 10 0.180 1.5 LIGHTING CONTROL UH -1 1.5 0.180 10 10 201 37 * _ 38 151 10 10 1.260 10.5 PAC -1 UH -2 1.5 0.180 10 10 201 39 * 40 201 10 10 1.000 8.3 VENDING _ QC J -BOX GRID 0.0 0.000 10 10 20 1 41 * 42 20/1 10 10 0.540 4.5 TRAINING RECEPTS SPARE 0.0 0.000 20 1 43 * 44 20/1 10 _10 0.095 0.8 CP -1 VENDING MACHINE 8.3 1.000 10 10 20 1 45 *_ 46 _L0/1 10 10 0.500 4.2 EF -1 VENDING MACHINE _ 8.3 _ 1.000 10 10 20/1 47 * 48 20/1 0.000 0.0 SPARE SPARE 0.0 0.000 201 49 * 50 201 0.000 0.0 _ SPARE SPARE 0.0 0.000 201 51 * 52 201 0.000 0.0 SPARE SPARE 0.0 0.000 201 53, * 54 201 0.000 0.0, SPARE TOTAL CONNECTED LOAD: TOTAL CONNECTED AMPS: 22 KVA 60 AMPS PHASE "A": PHASE "B": PHASE "C": 7.840 8.140 7.980 KVA KVA KVA 65 68 67 AMPS AMPS AMPS NOTES: LD: GFCI: LOCK ON/OFF BREAKER GROUND FAULT CIRCUIT INTERRUPT TOTAL CALCULATED LOAD 20 KVA 1.) ROUTE CIRCUIT THRU CONTACTOR TOTAL CALCULATED AMPS 57 AMPS L2 JELECTRICAL PANEL SCHEDULE J0.60544F1_ ww SERI• PAM 1 EQUIP No. DESCRIPTION 120/208, 3PH, 4W, +GND EXISTING LOADS NOTE CAT AMPS KVA OATS PAIM AIC RAM HARE N PH CB P CKT 175A MCB 10,000 FULLY RATED PHASE A 8 CCB/P WIRE PH 11111011,114m N LOADS KVA AMPS SEE ONE -LINE DIAGRAM SURFACE EQUIP CAT NOTE DESCRIPTION No. SPARE 0.0 0.000 20 1 1 * r 20/1 10 10 0.360 3.0 LO BOX B QUAD 12 SECURITY PEDESTALS 1.5 0.180 10 10 20/1 3 * _ 09/1 0.500 4.2 SLIDING DOORS OH DOOR FLOOR RECEPT 6.0 0.720 10 10 2OL1 5 * 20 1 10 10 0.720 6.0 MOD DESK SPARE 0.0 0.000 20 1 7 * 20/1 10 10 0.360 3.0 GE KIOSK FLOOR RECEPT 6.0 0.720 10 10 20/1 9 * 10 20/1 10 10 0.500 4.2 SLIDING DOORS ROOFTOP RECEPTS 12.0 1.440 10 10 20/1 11 * 12 20 1 10 10 0.360 3.0 POWER POLES EWH-1 1.5 0.180 10 10 30/2 13 * 14 22Z1 10 10 0.360 3.0 DESIGNER DESK 0.0 0.000 10 15 * 16 20 1 10. 10 0.360_ 3.0 POWER POLES ROOFTOP RECEPTS 7.5 0.900 10 10 201 17 * 18 201 10 10 0.360 3.0 KIOSK _ COFFEE BREWER 11.7 1.400. 10 10 20/1 19 * 20 20 1 10 10 1.080 9.0 CUP.0 DESK VENDING 8.3 1.000 10 10 20/1 21 * 22 20 1 10 10 _ 1.080 9.0 PRO DESK _ ICE MACHINE 5.0 0.600 10 10 20 1 23 * 24 20/1 110110 0.900 7.5 FUTURE CASH REGISTER QC J -BOX GRID 0.0 0.000 10 10 20.1 25 "_ 26 20/1 10 10 0.720 6.0 EXTERIOR RECEPTS SPARE 0.0 0.000 20 1 27 * 28 20/1 10 10 0.900 7.5 CASH REGESTERS QC J -BOX GRID 0.0 0.000 10 10 20/1 29 * 30 20/1 10 10 0.900 7.5 CASH REGESTERS SPARE 0.0 0.000 20/1 _ 31 * 32 20/1 10 10 1.200 10.0 1 SIGN POLE LIGHT RECEPT 1.5 0.180 10 101 20/1 33 * 34 20 1 10 10 1.200 10.0 1 SIGN VENDING 8.3 1.000 10 101 201 35 * 36 201 10 10 1.200 10.0 1 SIGN SPARE 0.0 0.000 201 37 * 38 201 10 10 0.360 3.0 1 SIGN SPARE 0.0 0.000 201 39 * 40 201 10 10 1.200 10.0 1 ISIGN SPARE 0.0 0.000 201 1 41 * 42 1 201 10 10 1.200 10.0 1 SIGN TOTAL CONNECTED LOAD: TOTAL CONNECTED AMPS: 24 KVA 67 AMPS PHASE "A": PHASE "B": PHASE "C": 7.220 7.820 10.300 KVA KVA KVA 60 65 86 AMPS AMPS AMPS NOTES: LO: GFCI: LOCK ON/OFF BREAKER GROUND FAULT CIRCUIT INTERRUPT TOTAL CALCULATED LOAD 23 KVA 1.) ROUTE CIRCUIT THRU CONTACTOR TOTAL CALCULATED AMPS 65 AMPS www"little®nline.c®m This drawing and the design shown are the.properly of Idttle Diversijied Architectttral Consulting. the reproduction, copying or other use of this drawing without their wtitten consent is prohibited and aty infringement will be subject to legal action. (c� Little 2016 ITITIVtT/t7777� J0.60544F1_ CIT //1(U1111111T PRINCIPAL IN CI1AR(,E JR ........................................ PR0JLC1' 1VIANACER JL .........I .............................. DRAWN 8Y JC NO. I REASON DATE SCHEDULES ELECTRICAL 121-5505-00 FOR CONST. 01.14.16 E601