Loading...
HomeMy WebLinkAbout7910 Gall Blvd (4)STAPLES NATIONAL ACCOUNT VENDOR ITEMS AND STAPLES PROVIDED ITEMS L.L. STAPLE SPECIFICATION DIVISION/SECTION DESCRIPTION/NOTESCD Of z � (10z z 06 WOOD & PLASTICS 1. MILLWORK CASEWORK & SHELVING. BLOCKING BY ILL GC SEE PLANS • • 08 DOORS AND WINDOWS 1. AUTOMATIC SLIDING DOORS THROUGH STAPLES NATIONAL ACCOUNT VENDOR - CONTACT VENDOR #4 ON SHT. T-1 • • • 09 FINISHES 1. CARPET @ ENTRY VESTIBULE MAT THROUGH STAPLES NATIONAL ACCOUNT VENDOR - CONTACT VENDOR #3 ON SHT. T-1 • • • 10 SPECIALITIES 1. PYLON SIGN PANELS THROUGH STAPLES NATIONAL ACCOUNT VENDOR - CONTACT VENDOR #7 ON SHT. T-1 • • • • 2. STAPLES LETTER SETS THROUGH STAPLES NATIONAL ACCOUNT VENDOR _ CONTACT VENDOR #7 ON SHT. T-1 • • • • 3. CART BUMPER CART PROTECTION MOUNTED ON FLOOR TO BE INSTALLED AFTER FIXTURING • • 11 EQUIPMENT 1. FLOOR FIXTURES AND RACKS MERCHANDISE DISPLAY EQUIPMENT • • 2. BALER EQUIPMENT POWER BY LANDLORD GENERAL CONTRACTOR • • • 15 MECHANICAL 1. HVAC - EQUIPMENT THROUGH STAPLES NATIONAL ACCOUNT VENDOR - CONTACT VENDOR #2 ON SHT. T-1 • • • 16 ELECTRICAL 1. LIGHTING FIXTURES AND BULBS THROUGH STAPLES NATIONAL ACCOUNT VENDOR - CONTACT VENDOR #1 ON SHT. T-1 • • • 2. SIGNAGE POWER BY LANDLORD GENERAL CONTRACTOR, FINAL HOOK UP • • • 3. EMERGENCY/N.L. AND EXIT SIGNS INCLUDES EXIT SIGNS • • • 4. SECURITY SYSTEM EQUIP AND WIRE • • 5. EMP. TIME CLOCK EQUIP • • 6. SOUND SYSTEM • • 7. COMPUTER SYSTEM EQUIPMENT • • 8. SATELLITE SYSTEM EQUIPMENT • • 9. EMS EQUIPMENT & CONNECTION ENERGY MANAGEMENT SYSTEM • • 10. EMS WIRING ENERGY MANAGEMENT SYSTEM 11. POWER PLUS INTERGRATED SWITCHBOARD THROUGH STAPLES NATIONAL ACCOUNT VENDOR- CONTACT VENDOR #9 ON SHT. T-1 • • • NATIONAL ACCOUNT VENDOR LIST 1. STANDARD ELECTRIC 14 JEWEL DRIVE WILMINGTON, MA 01887-0676 PHONE: 978-661-1860 W W W. STAN DARDELECTRIC.COM 2. LENNOX INDUSTRIES, INC. 2100 LAKE PARK BLVD. RICHARDSON, TX 75080 PHONE: 800-367-6285 W WV1'.DAVE.LENNOX.COM 3. INTERFACE FLOR SYSTEM 322 NORTHPOINT PKWY, SUITE G ACWORTH, GA 30102 PHONE: 770-975-4807 W W W.INTERFACEFLOR.COM 4. BESAM AUTOMATED ENTRANCE SYSTEMS 84 TWIN RIVER DRIVE HIGHTSTOWN, NJ 08520-5213 PHONE: 866-237-2687 W W W.BESAM.COM 5. STANLEY SECURITY SOLUTIONS BEST ACCESS DIVISION 1 MERRILL ST. I WOBURN, MA 01801 PHONE: 800-562-5722 EXT. 32006; 781-449-6900 tiVWW.BESTACCESS.COM 6. REGIONAL VENDOR ASSIGNED BY STAPLES. NOTE: CONTACT STAPLES' ASSIGNED CONSTRUCTIO1 , PROJECT MANAGER TO VERIFY ASSIGNED VENDOR - AFA PROTECTIVE SYSTEMS PHONE: 781-848-6200 7. REGIONAL VENDOR ASSIGNED BY STAPLES. NOTE: CONTACT STAPLES' ASSIGNED CONSTRUCTION PROJECT MANAGER TO VERIFY ASSIGNED VENDOR KIEFFER & CO., INC. 585 BOND ST. LINCOLNSHIRE, IL 60069 PHONE: 847-520-1255 W W W.KIEF;FERSIGNS.COM 8. C•ARLISLE SYNTEC INC_ 1285 WRiTNER HWY CARLISLE, PA 17013 PHONE: 717-245-7065 WV W.CARLISLE,C0N1 MISCELLANEOUS ELECTRICAL 9. HILL PHOENIX, A DOVER COMPANY EQUIPMENT AND LIGHTS ONLY POWER SYSTEM DIVISION 2050 EAST PARK DRIVE CONYERS, GA 30013 PHONE: 770-285-3251 FAX: 770-285-3252 HVAC EQUIPMENT EMAIL:= EDPSTAPLES@HILLPHOENIX.COM CARPET AND ADHESIVE AUTOMATIC DOORS DOOR HARDWARE SECURITY/BURGLAR ALARM AND EQUIPMENT EXTERIOR BUILDING SIGNAGE ROOFING AND ROOF AC y''SSORIES POWERPLUS INTEGRATED SWITCHBOARD LOCATION MAP PROJECT DIRECTORY OWNERSHIP IYFtfki p, -I, �m fi I It fi +a_ti £w' 7 t+4;; xa `7 LANDLORD (/ L.L. PRIMERICA GROUP ONE, INC. L ' 411MF k r IAr ill � m„ t rl N � i56 3629 MA DA CA LANE LL _ TAMPA, FL 33618 (813) 933-0629 PHONE W CONTACT: LARRY GARREN LANDLORDS GENERAL CONTRACTOR (LLGC): HAWKINS CONSTRUCTION - ' 1430 L&R INDUSTRIAL BLVD. El TARPON SPRINGS, FL 34689 ` x,u (727) 938-9719 PHONE CONTACT: JEFF STONEBURNER STAPLES MANAGEMENT TEAM STAPLES ARCHITECTURAL PROJECT MANAGER: 500 STAPLES DRIVE ';4 FRAMINGHAM, MA 01702 - (508) 253-7586 PHONE (508) 253-8961 FAX 66 j I CONTACT: DANA YACAVACE STAPLES CONSTRUCTION PROJECT MANAGER: NOT TO SCALE STAPLES INC. KOSSIK & US 8652 APPLE GLEN HWY 301 ROGERS, AR 72756 (479) 925-4482 PHONE PLAN NORTH (479) 925-4430 FAX CONTACT: JIM DANIEL STAPLES SIGNAGE CONSULTANT --� KEIFFER & CO INC. 585 BOND STREET LINCOLNSHIRE, IL 60069 (847) 415-5755 PHONE 184.7) 52071543 FAX _ . _ 1CONSULTANTS GENEPt,AL NOTES.CUHACI ARCHITECT: _ _ MECHANICAL ENGINEER: _ & PETERSON, ARCHITECT, LLC- 1925 PROSPECT AVE CUHACI & PETERSON, ARCHITECT, LLB, 1925 PROSPECT AVE 1. LANDLORD'S GENERAL CONTRACTOR SHALL PROVIDE TO STAPLES PROJECT MANAGEMENT TEAM MINIMUM OF TWELVE 12 SITE �BUILDiNG ( ) '1 -� � ORLANDO, FL 32814 ORLANDO, FL 32814 �, .. i nPHOTOGRAPHS,- T , ��ONDTION DIGITAL TEVERY WEEK, LABELED AND DATED. (407) 661-9109 PHONE (407) 661-9100 PHONE 2. THE LANDLORD'S GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS WITH STAPLES PROJECT (407) 65'1-9101 FAX (407) 661-9101 FAX MANAGEMENT TEAM 3�.ORE COMMENCING IN� ANY PHASE 0F THE WORK. NOTIFY STAPLES PROJE�, , MANAGEMENT TEAM O~ ANY CONFLICTS CONTACT: GABE ROBERTSON CONTACT: JOE KEENS DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF THE CONTRACT WORK, STRUCTURAL_ ENGINEER' PLL)MBING ENGINEER: 3. 1 TO ANY R F ,. _I I MA �'.� CONTRACTORS, ' T � C` � __ �. L CL DE BU NOT LI LIMITED � 0 �_.L,C., G.C., OR E.C., INDICATES NU�trG Arl ITCH IS THE SOLE - ! �' IHA �I PETERSON, ARCHITECT, LLB. CUHACI �L C & SO ,CUHACI I & PETERSON, ARCHITECT, LLC - r -�- r RESPONSIBILITY 0I- THE LANDLORD'S S GENERAL CONTRACTOR L.NL�.�� SPECIFICALLY NOTED I .� BE WORK PERFORMED C,RM9__) BY STAPLES, a. � ��- 192�s PROSPECT � AVEPROSPECT e �..,.-.� -,- 19.�.5 PR�...�I EC I AVE _ _ I �. r "1 I - 1 ) 4 � '� SUBCONTRACTORS AF,� � OSE IN��.`vIC1l�ALS AN1= Or G�.Iv�r'/1N1 r tR0`tI .•d� VI N PORTIONS T 6� f ES D SERVICES, CE_�, PRODUCTS AND OR r 0� ,.� OF HE WORK C ORLANDO, FL 32814 ORLANDO, FL 32814 DESCRIBED IN THE CONSTRUCTION DOCUMENTS UNDER DIRECT CONTRACT TO THE LANDLORD'S GENERAL CONTRACTOR. (407) 661-9100 PHONE (407) 661-9100 PHONE 4. PUBLICLY ACCESSIBLE PORTIONS OF THE BUILDING INCLUDING SIDEWALKS, ENTRY RAMPS, AND EXIT DOORS SHALL COMPLY AT A (407) 661-9101 FAX 407661-9101 FAX ( ) MINIMUM WITH THE AMERICANS WITH DISABILITIES ACT, TITLE III, AND LOCAL ARCHITECTURAL BARRIER BOARDS. CONTACT: F3RETT RYLANDS CONTACT: JOE KEENS 5. DETAILS REFERRED TO AS "TYPICAL" SHALL BE CONSIDERED AS A TYPICAL CONDITION REPEATED THROUGHOUT THE PROJECT, WHETHER ELECTRICAL ENGINEER: REFERENCED OR NOT. ---- CUHACI & PETERSON, ARCHITECT, LLC 6- THESE DRAWINGS SHALL NOT BE SCALED FOR THE PURPOSES OF CONSTRUCTION. IN THE EVENT OF OMISSION OF NECESSARY 1925 PROSPECT AVE DIMENSIONS OR INFORMATION, LANDLORD'S GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION. ORLANDO, FL 32814 (407) 661-9100 PHONE(407) 7. LANDLORD'S GENERAL CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS TO ALL SUB -CONTRACTORS. ALL 661-9101 FAX CROSS-REFERENCING SHALL BE THE SOLE RESPONSIBILITY OF THE LANDLORD'S GENERAL CONTRACTOR. CONTACT: LADY DELI3A 8. UNLESS NOTED OTHERWISE, ALL DOORS ARE TO BE LOCATED AT 6" FROM INSIDE FACE OF PARTITION TO EDGE OF DOOR JAMB. (HINGE SIDE ONLY) JURISDICTIONAL I ES 9. INSTALL METAL TRIM ON ALL GYPSUM BOARD EDGES ABUTTING OTHER MATERIALS AND WHERE GYPSUM BOARD IS STOPPED SHORT OF OTHER MATERIALS TO FORM A REVEAL OR RECESS. USE METAL CORNER BEADS ON ALL EXTERIOR GYPSUM BOARD CORNERS. BUILDING DEPARTMENT BUIL DEPART 10, NECESSARY BLOCKING SHALL BE PROVIDED IN WALLS WHERE GRAB BARS, CORNICE TRIM, WOOD BASE COUNTER TOPS AND OTHER IN CITYZEPHYRHILLS STAPLES PROVIDED COUNTERS AND SHELVING REQUIRES A RIGID AND SECURE ATTACHMENT TO SAID WALL. 5335 8TH ST 11. ALL EXTERIOR WOOD BLOCKING OR LOCKING FASTENED TO CMU SHALL BE PRESSURE TREATED. ZEPHYRHILLS, FLORIDA 33542 (813) 780-0020 PHONE(813) 12. SLOPE FLOOR TO DRAINS IN RESTROOMS, LOUNGE AND JANITOR AREA. 780-0021 FAX 13. ALL CMU WALL JOINTS SHALL BE TOOLED TO PROVIDE A ROUND JOINT ON BOTH SIDES OF CMU WALL. I 14_ ALL APPURTENANCES SHALL NOT BE ATTACHED TO THE ROOF DECK. ATTACH TO STRUCTURAL MEMBERS ONLY. SIRE DEPARTMENT -------------- CITY OF ZEPHYRHILLS 15. THE INSTALLING CONTRACTOR SHALL MAINTAIN A STAMPED "APPROVED" SET OF DRAWINGS IN THE FIELD/SITE AT ALL TIMES DURING 5335 8TH ST INSTALLATION AND CONSTRUCTION. ZEPHYRHILLS, FLORIDA 33542 (813) 780-0000 PHONE (813) 780-0005 FAX SYMBOL (ARCHITECTUAL) - (ALL SYMBOLS ARE NOT NECESSARILY USED) 169 DOOR NUMBER 169 ROOM NUMBER 6 ) WINDOW TYPES KEY TO WALL FINISH SCHEDULE KEY TO FLOOR FINISH SCHEDULE KEY TO CEILING FINISH SCHEDULE B KEY TO WALL TYPES }-- - - COLUMN CENTERLINE A5 � I I i 3 SECTION MARK ENLARGED PLAN/ DETAIL REFERENCE ELEVATION KEY 0 REVISION CLOUD WITH REVISION DELTA TAG REFER TO DETAIL NUMBER 2 SEE 2/A-1 A_, _r_ SHEET NUMBER F= ` I 0► 1T AV IVI 610 ZACK STREET ) P.O. BOX 110 TAMPA, FL 33601 1 (800) 483-5000 ext. 25009 SEWER: STORE LOCATION BUILDING C SIGNED- BLEVINS REGISTERED ARCHITECT Mbe ailvised this, re*w of pla cursory -,r • to be a final approval of the submit, $m& R is ft .• .r's sole mspDnsbft, complete compliance with all applicable NFPA codes and local wdm&iw& In the everit* or responsibility for the convactoes fan iD be in cmipliance CODE ANALYSIS AND SUMMARY SCOPE OF WORK 1. THE SCOPE OF WORK FOR THIS SET OF DRAWINGS IS FOR THE STAPLES INTERIOR ONLY. THE EXTERIOR WALLS, EXTERIOR DOORS, EXTERIOR WINDOWS, AND ROOF a SYSTEM HAVE ALL BEEN PROVIDED AS PART OF THE SHELL. THE SITEWOTRK HAS BEE 4 DESIGNED BY THE CIVIL ENGINEER (AVID) AND IS BEING PROVIDED AS A SEPARATE °° SCOPE OF WORK.r 2. THE LANDLORD'S ARCHITECT SHALL BE RESPONSIBLE FOR THE PREPARATIO AND Y CERTIFICATION OF THE CODE ANALYSIS SPECIFIC TO THE ACTUAL BUILDING L© TION o ow AND THE APPLICABLE CODES. ® w >, .n � o BUILDING CODE ANALYSIS w CONSTRUCTION TYPE - TYPE IIB NONCOMBUSTIBLE, UNPROTECTED (FBC TABLE 601) a3 U OCCUPANCY CLASSIFICATION - MERCANTILE - USE GROUP M (FBC TABLE 309) NUMBER OF STORIES - 1 U FIRE RESISTANCE (FBC TABLE 601 & 602) Q ELEMENT REQUIRED FIRE RATING STRUCTURAL FRAME 0 HR (PROVIDED AS PART OF SHELL) EXTERIOR BEARING WALLS 0 HR (PROVIDED AS PART OF SHELL) EXTERIOR NON BEARING WALLS 0 HR (PROVIDED AS PART OF SHELL) FLOOR CONSTRUCTION ROOF CONSTRUCTION WALLS W/ FIRE SEPARATION DISTANCE < 5' WALLS W/ FIRE SEPARTION DISTANCE BETWEEN 5' & 10' SQUARE FEET SUMMARY SALES AREA SUPPORT/BACKROOM SUPPORT/ FRONT END RECEIVING MISC. AREA 1 (EGRESS CORRIDOR) TOTAL STAPLES AREA TOTAL CALCULATED AREA LENGTH OF TRAVEL (FBC TABLE 1015.1 0 HR (PROVIDED AS PART OF SHELL) 0 HR (PROVIDED AS PART OF SHELL) 2 HR (PROVIDED AS PART OF SHELL) HR (PROVIDED AS PART OF SHELL) 14,832 S.F. 1,029 S.F. 504 S.F. 1,950 S.F. 60 S.F. 18,375 S.F. 18,375 S.F. (SPACE IS FULLY SPRINKLED) MAXIMUM TRAVEL DISTANCE PERMITTED 250'-0" MAXIMUM TRAVEL DISTANCE ACTUAL 220'-8" OCCUPANCY LOAD (FBC TABLE 1004.1.2) SF / PERSON = PERSONS FLOOR AREA OCCUPANCY (14832 + 1029 + 504 + 60) 16,425 / 30 = 547.5 PERSONS STORAGE/STOCK AREA OCCUPANCY 1,950 / 300 = 6.5 PERSONS TOTAL OCCUPANCY 18,375 SF 554 PERSONS CAPACITY OF EGRESS (FBC TABLE 1005.1) ALL EXIT DOORS SHALL BE PROVIDED WITH PANIC HARDWARE INCHES/ PERSONS PERSON TOTAL EGRESS CAPACITY REQUIRED FOR DOORS 554 x .2" =110.8 INCHES EGRESS CAPACITY ACTUAL FOR DOORS (2X)39" + (1)60" = 138 INCHES MINIMUM NUMBER OF EXITS (FBC TABLE 1018.1) REQUIRED EXITS (501-1000 PEOPLE) .3 MINIMUM ACTUAL EXITS 3 PLUMBING CODE ANALYSIS SEPARATE FACILITIES REQUIRED: YES PROVIDED: YES ACCESSIBLE PLUMBING FACILITIES REQUIRED: YES PROVIDED: YES MIN. PLUMBING FACILITIES REQUIRED - 554 PEOPLE (FPC TABLE 403.1) 50% MALE = 277 MALES 50% FEMALE = 277 FEMALES WATER CLOSETS - 1 PER 500 -- WATER CLOSETS - 1 PER 500 REQUIRED: 1 REQUIRED: 1 PROVIDED: 1* PROVIDED: 2 LAVATORIES - 1 PER 750 -- 1 PER 750 REQUIRED: 1-"-----------------_--_- _LAVATORIES REQUIRED: 1 PROVIDED: 2 PROVIDED: 2 URINALS - PER SECTION 419 REQUIRED. 0 PROVIDED: 1 DRINKING FOUNTAIN: 1 _PER_ 1000 REQUIRED: 1 PROVIDED: 2 (HI-LO) SERVICE SINK: __- REQUIRED- 0 PROVIDED., 1 * URINAL MAY BE SUBSTITUTED FOR WATER CLOSETS, NOT TO EXCEED 50% OF REQUIRED WATER CLOSETS SCHEDULE GENERAL T-1 TITLE SHEET/VENDOR LIST AS-1.1 ROOF DIAGRAM AND DETAILS CP-1 STAPLES CONCEPT PLAN CP-2 STAPLES FLOOR PLAN STATE. r ___ ARCHITECTURAL _ A-1 ARCHITECTURAL FLOOR PLAN RECEIVING DOCK DETAILS A-2.1 ARCHITECTURAL PARTIAL PLAN AND WALL TYPES A-2.2 ARCHITECTURAL PARTIAL PLANS AND DETAILS A-3 FLOOR AND ROOM FINISH PLAN A-4 REFLECTED CEILING PLAN A-5 DOOR SCHEDULES, SECTIONS AND DETAILS SUBMTITED PLAN S) HAVE BEEN REVIEWED A-6 EXTERIOR ELEVATIONS BY ZEPHYRHIL R HAT: S O ICE y A-7 INTERIOR BUILDING SECTIONS AND DETAILS Date: A-8 STOREFRONT WALL SECTIONS AND DETAILS Reviewer: �' A-9 BUILDING WALL SECTIONS AND DETAILS (NOr JNC40dE6 //V PERMIr 5ET) A-10 VESTIBULE PLAN AND DETAILS FIRE PROTECTION SANITARY SEWER - 4" DOMESTIC WATER SERVICE - 2" FIRE PROTECTION WATER SERVICE - 6" MINIMUM HYDRAULIC INFORMATION REQUIRED 788.3 GPM OVERHEAD 500.00 GPM HOSE STREAM 8 P 4 4 0 GAS SERVICE - NOT USED IN THIS PROJECT E E RCA E I E - 40 M 8/ S S M TELEPHONE SERVICE CONDUITS - (2) 4" FP-1 FIRE PROTECTION FLOOR PLAN & GENERAL INFORMATION MECHANICAL M-1 HVAC FLOOR PLAN M-1.5 HVAC ROOF PLAN M-2 HVAC DETAILS & SCHEDULES PLUMBING P-1 PLUMBING FLOOR PLAN P-2 PLUMBING DETAILS & SCHEDULES ELECTRICAL E-1 ONE LINE DIAGRAM & PANEL SCHEDULES E-2 ELECTRICAL POWER PLAN E-3 ELECTRICAL POWER PARTIAL PLANS E-4 ELECTRICAL LIGHTING PLAN, FIXTURE SCHEDULE & NOTES E-5 ELECTRICAL CONDUIT PLAN E-6 ELECTRICAL DETAILS STRUCTURAL SO GENERAL NOTES S1 FOUNDATION PLAN S2 FRAMING PLAN I i I I l I r I I I' I I � I _ I O 0�� �.J c a� ao v `'`'mac' Ira w I o m ro L z W (0 � co I-- t� j p y i ' I I I 3 � i I � I f I I 's i LEE I O y W. , I I j F i I I s Pjj I nM I I 4 1 �✓ ma�°'ark � I cr i i h of s I�i L w C) ; I � ,y� ® Ii z >,®, .0 LUcaUai 0 ��I�- Lij I Ljj I a U a U m .• U) z L ... J . Y. LU zM � o , s 158'-0" WALK PADS LOCATED AROUND HVAC UNITS, ROOF HATCH & SATELLITES (TYP.) �000 S&D SATELLITE DISH - ❑ SEE DET. 2/AS-1.1 0 oaa 10'-0" MIN. F ❑ RTU '6 ❑ oa❑ EMS \ / PROVIDE CRICKETS AT 7SEE ENSOR ❑ UPSLOPE SIDE OF ALL CURBS DETAIL POWER & DATA / 6/E-5 FEEDS BELOW H \ MOUNT ON I I ❑ EXT. OF COORDINATE BLDG LOCATION W/SAT. DISHES \ / SLOPE S&D �-� PIPE v EXISTING BUILDING PARAPET SEE EXTERIOR ELEVATIONS "GOOSENECK" THE ROOF SYSTEM IS EXISTING AS PART OF THE SHELL. ALL MODIFICATIONS TO THE ROOF SHALL BE PERFORMED SO AS NOT TO VIOLATE THE EXISTING ROOF WARRANTY. 7 FLEXIBLE PENETRATION AS-1.1 SCALE: NTS THE ROOF SYSTEM IS EXISTING AS PART OF THE SHELL. ALL MODIFICATIONS TO THE ROOF SHALL BE PERFORMED SO AS NOT TO VIOLATE THE EXISTING ROOF WARRANTY. COVER GASKET (ALL AROUND) 0 SPRING LATCH WITH INSIDE -OUTSIDE HANDLES AND PADLOCK HASP COVER LINER -- RED VINYL GRIP LADDER SAFETY POST SEE DET. 10/AS1.1 AUTOMATIC HOLD OPEN ARM AND COVER RELEASE CURB WITH INTEGRAL CAPFLASHING AND CLIP 00 COMBINATION LOCK STRIKE AND PADLOCK HASP. PROVIDE BEST CORE LOCK. no r LIFTING MECHANISM HOUSING ROOF HATCH SHALL BE PRIMED & TWO COATS OF GLOSS PAINT E� 1 " FIBERGLASS INSULATION THROUGHOUT COVER HINGE 1 " RIGID FIBERBOARD INSULATION AROUND OUTSIDE OF CURB 9� EXISTING ROOF HATCH DETAIL REGION OF NO OBSTRUCTIONS -� R=6'-0' BALLAST (TYPICAL) / R=3'-0"/6'-O" I ( VARIES NOTE: / FOR INFORMATION ONLY SPECIFICATIONS 1.0 M SATELLITE 1 2 HEIGHT FROM FLAT SURFACE TO TOP OF ANTENNA (MAX.) 3-0 FT. 6.0 FT. ANTENNA REFLECTOR WIDTH 23.5" x 53" MOUNTING BASE SIZE 5'-6" x 5'-6" FT. INSTALLED WEIGHT 245 LBS. I MAX. SURVIVAL WIND SPEED (BASED ON USE OF MAX. BALLAST) 130 M.P.H. DETAIL NOTES 1. THE ANTENNA IS TO BE LOCATED IN AN AREA OF THE ROOF THAT HAS NO OBSTRUCTIONS WITHIN A RADIUS OF 3 OR 6 FEET FROM THE MAST 2. BALLAST WEIGHT REQUIRED AND MOUNT BASE DIMENSIONS DEPEND UPON EXPOSURE, ABOVE GROUND HEIGHT, ELEVATION ANGLE, WIND ZONE AND OTHER SITE CONDITIONS. LANDLORD'S ARCHITECT OR ENGINEER SHALL REVIEW BALLAST REQUIREMENTS BASED UPON LOCAL REQUIREMENTS AND IF SUBMITTED BY SATELLITE DISH SUPPLIER 3. SATELLITE SHALL BE SUPPLIED & INSTALLED BY STAPLES. SHOWN FOR ROOF LOAD & DESIGN COORDINATION 4. INSTALL ROOFING SLIP SHEET BELOW ENTIRE SATELLITE PAD r2- SATELLITE DISH DETAIL AS-1.1 FOR INFORMATION ONLY ROOF SPECIFICATIONS: 1. 0.060 IN. THICK (60 MIL) SCRIM REINFORCED WHITE THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE FIELD SHEETS TO MEET FM 1-90 MINIMUM, OR AS REQUIRED BY CODE, MECHANICALLY - FASTENED ROOFING SYSTEM BY CARLISLE OR APPROVED EQUIVALENT BY GAF 00 A 1. ALL SCUPPERS AND DOWNSPOUTS ARE PROVIDED AS PART OF SHELL 2. ALL PRIMARY & OVERFLOW SCUPPERS ARE 8"x16"MIN 3. ALL DOWNSPOUTS ARE 8"x8" MIN 4. ALL DOWNSPOUTS ARE TIED DIRECTLY INTO THE SITE STORM DRAINAGE SYSTEM UNDERGROUND. 5. ALL ELEMENTS OF THE ROOF DRAINAGE SYSTEM HAVE BEEN SIZED IN EXCESS OF THE MINIMUM REQUIREMENTS OF THE FBC PLUMBING CODE, CHAPTER 11 (BASED ON 5" PER HR RAINFALL) BLDG'C'SHELL PACKAGE "INOT USED AS-1.1 RE: BLDG'C' SHELL PACKAGE NOTE: POST TO BE CENTERED AT OPENING. N d- 00 BALANCING SPRING SIDE L' VIEW I ENLARGED VIEW WI-TH SAFETY POST UP AND LOCKED BILCO LADDER UP SAFETY POST LADDER RUNG FROM TOP OF RUNG N ADJUSTABLE STAINLESS STEEL MOUNTING FITS MOUNTING BOLTS LADDERS WITH RUNG 3/8-16 x 2" SPACING UP TO ABOUT 14" CENTER TO CENTER ADJUSTABLE MOUNTING CHANNEL RELEASE ROD FRONT VIEW (1�0EXISTING LADDER SAF PULL-UP LOOP VINYL LIFT HANDLE INSTRUCTIONS SQ. TUBING LOCK -UP BRACKET 1 1 /2" SQ. TUBING 3" MAX SIDE VIEW 'ETY POST NOTE: LOCATE PER MFG. CENTER ON HATCH OPENING --- -__-__::-------------------------- ---------------------------------------------------------- 0. SEVERAL OF THE FOLLOWING NOTES ARE IN REFERENCE TO PORTIONS OF THE WORK THAT ARE NOT COVERED IN THIS SET OF DRAWINGS. THEY ARE SHOWN FOR GENERAL REFERENCE ONLY. 1. LANDLORD GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES, LANDSCAPING, AND PARKING. NOTIFY STAPLES REPRESENTATIVE OF ANY DISCREPANCIES. LANDLORD GENERAL CONTRACTOR TO VERIFY FINAL SIGNAGE 2. PACKAGE WITH SIGNAGE MANUFACTURER. SIGNAGE UNDER SEPARATE PERMIT AND CONTRACT. cl ALL SIGNAGE SHOWN FOR INFO. ONLY, ALL SIGNAGE, BANNERS 3. AND BANNER LIGHTING UNDER SEPARATE PERMIT. LANDLORD GENERAL CONTRACTOR SHALL REFERENCE AND CONFORM TO SITE SPECIFIC LEASE EXHIBIT DOCUMENTS FOR FINAL 4. LOCATION OF BUILDING SIGNS, PYLON DESIGN AND LOCATIONS. POWER IS REQUIRED TO ALL EXTERIOR SIGN LOCATIONS. NOTIFY STAPLES IF NOT POSSIBLE. 5. ARCHITECTURAL SITE DETAILS SHOWN AS REFERENCE ONLY. 6, FOR COMPLETE SITE REQUIREMENTS LANDLORD SHALL REFERENCE SPECIFICATIONS AND LEASE EXHIBITS 7. LANDLORD SHALL VERIFY LOCATION OF ALL SITE UTILITIES, LANDSCAPING, AND PARKING REQUIREMENTS 8. STAPLES MINIMUM PARKING IS 5 CARS PER 1,000 S.F. 9. AN ADEQUATE AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED TO SUPPORT ALL LANDSCAPING DESIGNED ON ACTUAL SITE - CONNECTED TO LANDLORD'S COMMON AREA SOURCE AND METER 10. SITE ELECTRICAL DRAWINGS SHALL INCLUDE DETAILS FOR ALL LIGHT POLE LOCATIONS & LIGHT POLE BASE DETAILS 11. SEE E001 & E002 OF THE SHELL DRAWINGS FOR COMPLETE LIGHTING SPECIFICATION OF SITE LIGHTING. 12. MINIMUM SITE CLEARANCES SHALL BE: WALKWAYS 5'-0" IN WIDTH DRIVE AISLES ..................... 24'-0" MIN. PARKING ROWS ................... 60'-0" CL TO CL PARKING STD. STALL .......... 91-01, X 18'-0" MIN. PARKING COMPACT STALL 8'-0" X 16'-0"MIN. 13. FINAL REQUIREMENTS TO BE COORDINATED PER LOCAL CODES. 14. LANDLORD SHALL BE LIMITED TO A MAXIMUM OF 20% COMPACT SPACES OF THE REQUIRED SPACES 15. ALL PARKING SPACES SHALL BE PAINTED PER LOCAL CODE REQUIREMENTS. 16. ROOF DRAINAGE SHALL BE DISCHARGED TO APPROVED SITE DRAINAGE SYSTEM 17. SIDEWALK SHALL BE 4" NON -REINFORCED CONCRETE WITH BROOM FINISH. PROVIDE CONTROL JOINTS Q 5'-0" O.C. BOTH DIRECTIONS AND EXPANSION JOINTS @ 20'-0" O.C. UNLESS OTHERWISE SHOWN. MAX. 1:50 CROSS SLOPE PERMITTED. 18. ALL TRUCK CIRCULATION ROUTES THROUGHOUT THE STAPLES SITE SHALL BE DESIGNED TO ACCOMMODATE A WB-67 VEHICLE 19. GAS PIPING IS NOT BEING USED ON THIS PROJECT. I f'• m E 2 0 E w HVAC ROOF MOUNTED UNITS SEE MECHANICAL SHEETS22 o I NEOPRENE GASKET COUNTER FLASHING I MEMBRANE FLASHING NOTE: Li ROOFTOP PAVER AROUND TOP OF CURB TO BE EACH ROOFTOP LEVEL ALL FOUR SIDES. UNIT-TYP. LEAVE 3" E SPACE BETWEEN UNITS TO ALLOW FOR DRAINAGE SEE STAPLES m CURB ASSEMBLY 3 3 -0 ROOFING BY HVAC SPECIFICA„IONS MANUFACTURER RIGID INSULATIO AS REQUIRED ..... -... _.. ---- - -------- EXISTING ROOFING MEMBRANCE AS SPECIFIED AND RIGID INSULATION s EXISTING METAL DECK NOTE: STL. ANGLE, CURB TYPICAL FOR ALL HVAC SUPPORT WELD TO TOP ROOF MOUNTED UNITS CHORD OF ROOF JOIST a 0 1� HVAC CURB DETAIL p V M p w� To I� w � a `v s "4 st � a I U 0 Cl C� c 00 rr(��� V J M .L U cM C �a E2 aa> •LNEa) w J co U) ' U cn (D cu U) s 0 E E O ca co fn - 0 w a - - :EL,) Lu ccia n- v) i�Y- cn Wco oo "' Q e' Lu w cn S d� �2 d r. cn J cn Lu uj z ® 1 F zz uj z z L w rl O co 04 O c� W N C) z � c� o 0 z N L u �17 j CJ () p LLJ o CL 0 AS-1 .1 AS-1.1 SCALE: NTS SCALE: NTS FOR REFERENCE ONLY RE: BLDG 'C' SHELL PACKAGE 5-1.1 SCALE: NTS FOR REFERENCE ONLY RE: BLDG 'C' SHELL PACKAGE S-1.1) SCALE: 1 1/2" = 1'-0" PLANTER 4' -0" EXTEND 29'-1" 00 00 O I� (0N co CARPET O N Ln 0) O) O N 00 C-A I� (f) N r7 O N • z TABLE r _1 r o WC010 WC011 WC012R CDCA. 1 a IREURNSI I TOTES I / of 02 WC004L yy 005 0 RAMP R.D. BALE / ZO - j N SHIP CENTER o <w o o O 3'-6" 4'-0" I 3'-9" o DUMPSTER _ L (0;n v C-0 22'-4" 6'-0" k 3'-8" 6'-0" 3'-B" k 6'-0" k 3'-8" k 6'-0" k 3'-8" 6'-0" 3'-8" 6'-0" 3'-2" k 10'-6" SCO20 a g NO BEAMS BELOW 84" _ � O SCO10L ?� z I I0 o SHIP -I I j v �� Pos L J RECEIVING _ _ _ - ' - z o o CA. 6 p o a N co rn I� co c� Z EG\�� 4 -0" 5'-6n N W I�� coo d� O N N O O M O O d LIJ QLIJ U a U 1 U z -f Ld Lu 1 S6S 213 a - 00 (0 0) M (0 � 'n W I - <) rc- - I v� N N - 1`� I- d O o,�,� <0 o, o __: -=�__ N s� � 00 o I -: OO�SS SCO06R ") No W n h- _$ SC007 SC007LLij CNOPY / m - - r - - ACCENT Pos A ---CARPF-T ULLJ 01 0 n PANEL LJ J co W � w I _ 1 TYP. L -1 _nI illWFO12 a� CA.9 d d W TYP.—I� 0 1 w Q O d Z � / I o J ■ ■ I x �S 00 C-B J p> - o < a d op IT n} �uJL,JU< (° � I PANEL WF012 w U w w � a- d SUPPORT O Z Z W / I �o _j SELF SERVE I � w Z ~ J \ // ❑ O� m U z Z d Y U \ ( 23'-7" 4'-9" 3'-2" 5'-2" 19'-1„ , z U d w d U) - I \ FUTUR S9Sx � II w p O O= w 8-0 -6" I I ° Of-L� I-UUU0 - ��LI���LI�LJLJ FLOOR BUMPER I \ Q Q ON 3 SIDES d o !! - - I - ENTER Q - - - SEC URlTYiii PEDESTAL U Zia _ a _ a a == w�. Z f364 i C� m -_ ..-c. z w I a I_ -. U o I "n - J j t� Ld ., QU_ _ . ENDER ¢m RAMP N CB.2 fr. - _ -_ _ . - o °° L ET- CSOSL ET-CS09L EXIT o v w ll� > w _ p: O o 7 N o-0 a- J w r o i1 J 00 % - 186D EASY TECH i' C p z I r ` = SERVICE 1-,, —I H W As W W CD _ -LO - - - - - - - - - ' CB.!I w d d t : _ RC001 L k W _ L�iJ W LLJ >rl E 4YASH ROOF _ iti _ _ in o Q LeiJ V) T t S ATI N 1 HATCH .-_: _ - = i SECURITY'- m (/7 ....... ,-- �-_- ��---f----- = PEDESTAL � ® TRAINING �, -- w i- dLy� n c� JANJ _ _ 1 o RC002L 6'-0" I CY_ O W C—C ■ ■ I C_C w p a n p I j o 0 W> LLJ ® FRIDGE °° oo ■ CC.1 Z i w = a L - RC002L-ADA [r U d a N I o0 00 00 0o mDO ao °a oo 't f'<0 LOT7NGE" — Ln orn N N O 0 Q FIXTURE ID KEY ao Ln u _ O O O Y 0 0 0 % 8 % % > % 8 > E = EXISTING -0 =OYSTER SNACKS SODA W5004 ii ° ° �=�1J ( R = RELOCATED -M = MANDARIN — 3 _0" M = MODIFIED -G = GREY GOAT RACK \ N = NEW -W = WHITE N MAIVAGEHIENT EXAMPLES m (c,I i ! I ! I I a I I p MEN 5'-0 � Uzi O EXISTING MODIFIED RELOCATED a 1 MANDARIN COLOR OYSTER COLOR 0 ��, 0 0 0 0 o a o o a o a o a o 0 0 0 0 \ o a o 0 0 0 0 0 0 0 \1 3 ® S\ ELEC w O o, �\ PANELS i GONDOLA SPECIAL ITEM KEY ; ® S\ I a 5'-6" 3'-10" 5'-6" 3'-10" 5'-6" 3'-10" 5'-6" 3'- 10" 5'-6" 3'-10" 5'-6" 3'-10" 5'-6" 3'-10" 5'-6" 3'-10" `s' f cc a ELEC. OUTLET ~' \ WOMEN 1 SH £ CAL �i SHADE FOCAL LLJ CASH - LOCK -UP OUTRIGGER (� Q ,Li I f U 7 _9" r - ---� GLASS CASES (2) 4° PEG SECTIONS r�r ;. � � ��•��l co 00 00 00 00 oo 00 00 00 oa oo - - U ., �$te. _1 ��°%e s ]5 Lo — Fz�z --- wrx_�' EGRESS I METAL MANUFACTURER a z+ Aff 00 20'-6" 121'-7" DO STORE FIXTURES o -1 t�'Q4j1'1�+ N 0 __ i i - __ 1- 11 1 1 i I li1 I-. f' i C0.5 C-1 C1.1 C-2 C-3 C-4 C4. CC4.9 C-5 C-6 14'-0" 21'-9" 14'-9" 35'-6" 35'-6" 26'-0" 10'-3" 4" 10'-10" 1 INw-n- r FIXTURE ID KEY E = EXISTING -0 = OYSTER R = RELOCATED -M = MANDARIN M = MODIFIED -G = GREY N = NEW -W = WHITE EXAMPLES MMANDARINMCOLOR OYSTER COLOR GONDOLA SPECIAL ITEM KEY o ELEC. OUTLET (TYP) OUTRIGGER GLASS CASES METAL MANUFACTURER piadix O STORE FIXTURES 00 O U-) 0) n c r4) c O 0 O d w .� U � d d . � E>d (n W Q W Lli O J w _ � Y Z W w d J m Lu O � ( m O TN J O �. �. �. w n \ J 01- d � d�� a U Z� w d d (n U cn cf) O O O> J J J W J W J L1 m m m 0-W 0- U (U V) W cnI cnC7 lY - � �O 00 00 d- O I- O N (D O N Ld) rn rn O N 00 I- L0 N Il) 0) N mot- 00 d- (D O d N cD r7 I- O � N 00 cD Cn M cD r d Lo to O r 00 (D N I� L.L � cn L � d dOf w d^ w U Q � d yow l- Ld cn OQ�>zof 0- O d w J li Of � O 1- C' d z (n OJ L�J (L w Z W z Y d (n 0 J U U o w U = z Q } TT U D d (/) O O 0 O IW— Ili � U U m IZ n Z 0 V) W Ln w Q 0)J 0) 00 J O - J {— LLJ CO � d Iil Z � O W !i Ii If U m co U Z W d cif Of Ld W O m Q � > � V) Z Erf > d m W = n x U d 00 00 00 000 I I i N O 00 Ln Ln 0 0 0 P' m v a� Z w o p o 0 rn n o0 O U LJ H Q .. W � N En z ` V 0 p p p N N it I OD 0 J Z O W U z W W Li W ry li O I.L W I— W n w z W J U z I- (f) W J n d f— V) m W O n Z w w m V) d I- W W cn (/) C-D 0 __... I C.M.U. - RE: BLDG C SHEI E --- 104 EXISTING SHELTER I I I I i I I 104 - PACKAGE FOR ALL w MIENS 110 I _ INFORMATION REGARDING C� o 4 110 00 _I -- ---------- --- --- WALL JAMBS & HEAD W �. I A-9 IN - CORRIDOR 1, ' a 0, 107 _ _ ANICHIORS 24" O.C. N ' - RESTROOM I I _ JAMB 12" N 108 1 ---._ ------------ O.C. N nS �� L0105UP" � - � HEAD MIN. � wo1os m "- EXISTING DOOR Eo�TRACKWELDED TQw N _..PLATEof SHADE FOCAL SHADEFOCALCASHi3106 EXISTING RECEIVING WOME_-00 109 °° °° °° °° °° °° EXISTING DOCK o _T _ _._ __:_ - - .�_. - - - -.._ .._ -- = =_ i_ : BUMPER NT - o m - - x --- _._. _.-- ----- - ----- — _ . -- -- _.:- - - --- - __....__ .---..._.------ - -------- - - -_� -} - - - CIO � - - - - o PLATE W FRAME o F- 15 -I O F 2 SIGNAGE 3 ` ANCHORS Q JAMB N xo4 F fi w c� Z o Y EXIT CORRIDOR 2 .� T e W 3 4" J-BOLT w A-2.2 N 117 j A-9 A-fi A-g EXISTING VINYL / / o a o _- --- ---- 8 DOCK SHELTER 4» 24" O.C. PAINTED I C00RDINAI L ALL EXTERIOR WALL TYPES CURTAIN E2 WITH SHELL DRAWINGS EXISTING 3"x3"xl/4" 1 ARCHITECTURAL FLOOR PLj N, ANGLE, RE: BLDG C Al VERIFY WITH = : Q SHELL PACKAGE A-1 SCALE: 1/8"=1'-0" SITE SPECIFIC EXISTING (7 S G REC. DOOR JAMB C-0.9 C-1 N C-2 C13 C� C-4.6 C-4.7 O ACCESSIBLE CHECK-OUT COUNTER T{ 34" MAX. Al 1S^OC | | MTL. STUD FR. | |/ CONTINUOUS PREFORMED M/L. uyo G/r.ou. CONTROL JOINT 25' /20'-50'\ O.C. ��^���r�~� �~���� CONTROL �*�~�0�U~�� U GYP. �� 8~� �~�U � @ °& �U�� U ���� �U `�~ " " " °�=°�, ° `�~ `�' " � " " �~�-�~ "�� Uur��UN�U~�� DETAIL �r \ JOINT U U ��~~ U ��kUU �� ` =~ `~~ " " � " °~� °~� " ° �"�~ A-2.1 / SCALE: 1"=11-0= 20 GA MI @ 16" O. 5/8^ FIR[ "X^ GYP. CEILING / SCHEDULE 3EEA-4 5/8^ GYP. BD. ON MTL. STUDS SILICON SEALANT 2 X 2. X 60. HIGH X1/8' THK' ALUMINUM OR STAINLESS STEEL CORNER GUARDS NOTE: THIS DETAIL IS W/COUNTER3UNK TYPICAL AT ALL SCREWS OR TRIM HEAD EXPOSED/OUTSIDE WASHERS PARTITION EDGES CORNER GUARD DETAIL A-2'1 / SCALE: 1&4"=11_0= EXISTING ROOF DECK EXISTING ROOF .7 7 ATTACH MTL. TRACK TO ROOF DECK HOLD MTL. STUDS 1/2" SHORT OF ROOF DECK TO ALLOW FOR MOVEMENT. PROVIDE CROSS BRACING FOR 20 GA MTL. STU SIDES OF ROOF STRUCTURE. LEAVE 1/2" BETWEEN ROOF STRUCTURE AND GYP. 5/8" FIRE RATED TYPE WALLBOARD FOR ROOF 'PX" GYP. WALLBOARD 0 0 STRUCTURE MOVEMENT. CEILING AS --- SCHEDULED SEE A-4NlTE, SEE WALL TYPES ON 5/A2.1 FOR STUD SIZES. ����u������ ����� ��� �U B �������U��Q� U��������0Y 0��� ��U� '������ OPENING'__4� SOFFIT DETAIL ("_6� HEAD DETAIL � EXISTING ROOF DECK EXISTING ROOF STRUCTURE ATTACH MTL TRACK T0 -717 ROOF DECK HOLD MTL. STUDS 1/2" SHORT OF ROOF DECK TO ALLOW FOR MOVEMENT. PROVIDE CROSS BRACING FOR STABILITY. RUN STUDS UP ALONG SIDES OF ROOF STRUCTURE. LEAVE 1/2^ BETWEEN ROOF STRUCTURE AND GYP. WALLBOARD FOR ROOF STRUCTURE MOVEMENT. SOUND ATTENUATION INSULATION (AT RESTRO0k4S ONLY) SALES AREA OR CEILING AS SCHEDULED - RECEIVING SEEA-4 AREA 3 5/8^ 20 GA WTL. STUDS @ 16^ O.C. 5/8^ FIRE RATED TYPE ^X^ 00 GYP. WALLBOARD | m ANCHOR WTL. TRACK TO CONC. SLAB @ 15" U.C. | | |STING O" CMU ,LL FER TO BLDG 'C` ELL PACKAGE R FURTHER �ORWATI0N GA 1 5/8" WTL STUD IONG AS SCHEDULE-D. FIRE RATED TYPE "X" GYP. WALLBOARD RIGID INSULATION AS REQUIRED ANCHOR 1 5/8^ MTL. STUD TO CONC. SLAB 0 16~ O.C. . 8 Ck4U f 7/8" HAT TRACK , EXISTING ROOF DECK EXISTING ROOF STRUCTURE ATTACH MTL TRACK TO ROOF DECK HOLD MTL STUDS 1/2" SHORT OF ROOF DECK TO ALLOW FOR MOVEMENT. PROVIDE CROSS BRACING FOR STABILITY. RUN STUDS UP ALONG SIDES OF ROOF STRUCTURE. LEAVE 1/2" BETWEEN ROOF STRUCTURE AND METAL STUD FOR ROOF STRUCTURE MOVEMENT. EXISTING ROOF DECK -- EXISTING ROOF STRUCTURE ATTACH MTL. TRACK TO ROOF DECK � -^---HOLD MTL STUDS 1/2" SHORT OF ROOF DECK TO ALUJVV FOR MOVEMENT. PROVIDE CROSS BRACING FOR STABILITY. --------------------------------- ------------------------ ----------------------------- 1. THIS SHEET TO BE USED IN CONJUNCTION W/ SHEET A-1 & A-2.2. 2. SEE SHEET A-5 FOR DOOR TYPE DESIGNATION. 3. WALL TYPE MAY OCCUR BELOW AND/OR ABOVE DOORS & WINDOWS. 4. PARTIAL PLAN TO BE COORDINATED WITH CONCEPT PLAN PROVIDED BY STAPLES ARCHITECTURAL PROJECT MANAGER. 5. PROVIDE ADA STICKER ON ALL ADA COMPLIANT FIXTURES. EXISTING ROOF EXISTING ROOF DECK DECK EXISTING ROOF STRUCTURE ~ EXISTING ROOF ^~ STRUCTURE ATTACH MTL. TRACK TO ROOFDECK HOLD MTL' STUDS 1/2" SHORT OF ROOF DECK TO ALLOW FOR MOVEMENT. PROVIDE � CROSS BRACING FOR STABILITY. IT DROP GBD TO DECK RUN STUDS UP ALONGOLT.O. WALL ''EL4 5/8" CHANNEL SIDES OF ROOF /w STRUCTURE. LEAVE 1/2^ BETWEEN ROOF STRUCTURE AND GYP.STUDS WALLBOARD FOR ROOF -- STRUCTURE MOVEMENT.CHANNEL lil"MT -Lill 5/8" FIRE RATED TYPE CEILING AS SCHEDULED. SALES/SERVICE ENTRY SEE A-4 WALLBOARD 20 GA MTL. STUDS @ 16^ O.C. SOUND ATTENUATION INSULATION (AT 20 GA MTL. RE3TROOMS ONLY) ' ' \/ 5/8~ FIRE RATED TYPE "X" X GYP. WALLBOARD /� ' TRACK TO ANCHOR MTL' TRACK TO CONC. SLAB @ NON -BEARING O" MTL STUD 3 5/8" MTL. STUD 3 5/8~ MTL �~� STUD ' T.O. WALL GYP. BD. T.O. GYP' BD. 8'-0^ AFF . 10'-4 5/O^ AFF FIRE RETARDANT TREATED PLYWOOD ELEC./ 3 5/D �TL� STUD VV/ SOUND -' ' . , ' ' TELECOM SIDE TO O O AFF AND TO ~� ATTENUATION INSULATION . . - ' | SIDE � EXISTING ROOF DECK EXISTING ROOF STRUCTURE ATTACH WTL. TRAC TO ROOF DECK ~ ``---HOLD MTL. STUDS , 1/2" SHORT OF ,- R00F DECK T0 | | ALLOW FOR \/ MOVEMENT. PROVI[ CROSS BRACING ------ -_____- FOR STABILITY' RUN STUDS UP ALONG SIDES OF ROOF STRUCTURE. »m�«T ^ UK LEAVE 1/? BETWEEN ROOF RUN STUDS UP '- [ASH STRUCTURE AND GYP.71 ALONG SIDES OF WALLBOARD FOR ROOF ROOF STRUCTURE. STRUCTURE MOVEMENT. LEAVE , LEAY2 BETWEEN ROOF 0 STRUCTURE AND GYP. WALLBOARD CEILING AS SCHEDULED. FOR ROOF SEE �-4 �����m� *� | STRUCTURE SPECIFIED ----- AREA MOVEMENT. 20 GA MTL STUDS @ 15" O.C. EXTEND STUDS 2X YVD BLOCKING 5/8' FIRE RATED ----- SOUND ATTENUATION TYPE"X" "'' �@ �A �TL STUD� ' V0\LLB0ARD INSULATION (AT RE�TR0OW3 - .. �� 1S O.C. EXTEK � ' ` STUDS TO ROOF ONLY) 5/5" FIRE DECK. 5/8" FIRE RATED TYPE RATED TYPE 2X5 SOLID VVD ' ''X^ CYP "X" GYP. WALLBOARD �� BLOCKING WALLBOARD TO ' ANCHOR MTL- TRACK TO ROOF DECK - m ANCHOR MTL. TRA( CONC. SLAB @ 16^ O.C. TO CONC. SLAB @ 3 OD 5/8^ MTL STUD 8" MTL STUD W/ SOUND ATTENUATION INSULATION �D1> 5' MTL. STUD * PROVIDE 2X8 SOLID WOOD BLOCKING IN THE WALL �������������������� EXISTING ROOF DECK EXISTING ROOF STRUCTURE Z. ATTACH MTL' TRACK TO ROOF DECK ``---HOLD MTL. STUDS 1/2" � SHORT OF ROOF DECK TO ~ ALLOW FOR MOVEMENT. PROVIDE CROSS BRACING FOR STABILITY. RUN STUDS UP ALONG SIDES OF ROOF STRUCTURE. LEAVE 1/2" BETWEEN ROOF STRUCTURE AND GYP. WALLBOARD FOR ROOF STRUCTURE MOVEMENT. 20 GA MTL STUDS @ 18" O.C. EXTEND STUDS 5/8" FIRE RATED TYPE ^X^ GYP. WALLBOARD BOTH SIDES TO DECK ANCHOR MTL. TRACK TO . S MTL STUDS \/ (EXTEND STUDS TO ROOF DECK) EXISTING G~ MTL STUD FRAMING WALL REFER TO BLDG 'C' SHELL PACKAGE FOR FURTHER INFORMATION RE: A6 FOR FINISH ` NOTE: 8" REINF. CMU WALL SMOOTH OR SPLIT —FACE PAINT AS SCHEDULED u ~ � � 0 m � m c cn � � c � cid C3 �� �� 0 �� �L �� �� -- co uo CD .~~~ ,^ -j' "- .= E��cc� E (o co uj ��nn�-U) k � cu co co CJ cn co Lu ui ENTRY ����� ���� �~~ U�� U ��� l[ �� �~~S SCALE: 1/4"=l'-O" ������7� ���& �U�� U � �"��" � " �� AREA ��kU�� R~~ ��� . °",��~�°° VERIFY WITH SITE SPECIFIC nowomows 5 WALL TYPE DETAILS \ / \A-2_1 / SCALE: 1 1/2"=l''O" J w = POST J - _j MOUNTED m o w IzQ PARTITION Lo 00 Q m I FIN. - FLR. r,. a= 1 MEN'S RESTROOM- ELEVATIONS A-2.2 SCALE: 1/4"=1'-0" GFI OUTLET h: MTD. @ 48" > POST MOUNTED 18"X36" A.F.F. SEE PAPER TOWEL CORNER GUARD PARTITION MIRROR ELECT. DWGS. DISPENSER SEE DETAIL 3/A2.1 m PAPER TOWEL EN 3>„ 2,-4„ _0 DISPENSER DOOR\� � 4 I - AS I SCHECJ!/ co PAPER TOWEL DISPENSE I FIN. FLR. GUARD SEE DETAIL 3/A2.1 JHINIIHKT INHY'NIIN L-BASE HO `—BASE HO DISPENSER O MTD. @ 19 MAX. O 4 WOMEN'S RESTROOM- ELEVATIONS A-2.2% SCALE: 1/4"=1'-0" 15 PARTIAL PLAN A-2.2 SCALE: 1/4 -0 _ - --0 A . (TYP.) SEE DWG. P-1.0 X04 20'-4" 1 N = REAR SUPPORT AREA VERIFY WITH SITE SPECIFIC CONDITIONS GFI OUTLET MTD. @ 48" - A.F.F. - SEE POST TOILET SEAT COVER DISPENSER 6 6 ELECTRICAL MOUNTED POST MOUNTED - DWGS PART TION VERTICAL GRAB BAR PARTITION - - 3/8" THREADED ROD SUPPORT AT CORNER 18"X36" TO STRUCT. ABOVE MIRROR N WATER HEATER SEE li>I------- ---T --- - / \ \ / li SHEET P-1.0 " w // r� r \\ \ / w v 12 GA. GALVANIZED WATER 1500R m HEATER PLATFORM SEE I- ` / D00� DOOR - \ / cn CD I Itm i i / AS `- m AS AS m OPEN TO 6 1-- w SHEET P-2.0 ;n © I� _I \SCHED. o I SCHED/ SCHED. LOUNGE - Q LL:c� cfl Q I J i I i \ - o / / \ 00 U z Q ___ __� _ _ \ \ I / / / \ 0 0 MOP AND BROOM LL: 'On m I FIN. - io - FLR. / \ m I- HOLDER INSTALL "' m OVER MOP SINK -6 3'-6" w 12x12" FLUSH ACCESS TOILET PAPER 90° INSIDE w r� m 6' HOSE @ MOP SINK61 PANEL FOR WATER BAS HO DISPENSER CORNER CORNER GUARD SEE ADA BASE © BASE © I b 8" MAX SEE DETAIL SIGNAGE DETAIL Ln MOP SINK WITH WATER O SHUTOFF @12" A.F.F. pO 3/A2.1 6/A-2.2 (TYP.) METAL FRAME HEATER ABOVE. SEE - CASED OPENING SHEET P-2.0 _ NOTE: PROVIDE 2X6 WOOD BLOCKING SEE DTL 6/A-5 FI FL . 1 LEVER IN WALLS FOR POST -MOUNTED RESTROOM FOYER/ LOUNGE FOYER JANITORS ALCOVE HANDLE — PARTITIONS AS REQUIRED AND 2 RAILINGS PER ADA LOADING �2_ SCALE: 1/4"=1'-0" A-2.2 SCALE: 1/4"=1'-O" MEN WOMEN uo REQUIREMENTS PICAL HANDICAP SIGNAGE El TOILET SEAT COVER VERTICAL GRAB RI% SIGNAGE DISPENSER BAR � _ - x o CHARACTER PROPORTION. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A ❑ I m I o STROKE -WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. d N RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS. (PICTOGRAMS). LETTERS AND NUMERALS SHALL BE RAISED 1 /32 IN., UPPER CASE, _ __ _ _____ _____ I- SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8 IN. (16 MM) T -- - HIGH, BUT NO HIGHER THAN 2 IN. (50 MM). PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW 1 >' NAPKIN URINAL WALL MOUNTED MIRROR TOWEL DISPEN./ WATER COOLER OR THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6 IN. (152 MM) MINIMUM OF HEIGHT. POST 3 -6 1 -0 DISPOSAL SINK DISPOSAL DRINKING FOUNTAIN _ MOUNTED FINISH AND CONTRAST. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. CHARACTERS AND m w PARTITION i SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT za i z_ 3'-0" z BACKGROUND. 'n MOUNTING LOCATION AND HEIGHT. WHERE PERMANENT IDENTIFICATION 'G A.D.A. SIGNAGE ______� = ___ _ LEVER = IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED po HANDLE - ? z ¢ °p m ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE A-2.2 co z x X Z Q I THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, TOILET PAP R I Q, < "' INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE 1-3/8" 1-3/8" PLATE DISPENSER '�' _ _ a, NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60 IN. (1525 1 4"X6"X8" MM) ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. GALVANIZED O MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A W/(4) POWER ADA DOOR FIRE TOILET GRAB BAR TOILET PAPER TOILET SEAT SURFACE MOUNTED PERSON MAY APPROACH WITHIN 3 IN. (76 MM) OF SIGNAGE WITHOUT RIVEN NOTE: PROVIDE 2X6 WOOD BLOCKING EXTINGUISHERS DISPENSER DISPENSER MOP AND BROOM HOLDER ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE WING + FASTENERS IN WALLS FOR POST -MOUNTED DOOR. SYMBOLS OF ACCESSIBILITY. FACILITIES AND ELEMENTS PARTITIONS AS REQUIRED 5 TOILET LET ACCESSORIES, EQUIP., & DOOR HARDWARE REQUIRED TO BE IDENTIFIED AS ACCESSIBLE BY SECTION 4.1 OF THE + + ADA, SHALL USE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. A-2.2 FENCE POST 0� ® I M , E M ° ONSOO & N°°W°°°° f^12 _.,E°°°°°°°°ONS l°°°°°°OWNER �_2 SCALE: 1/4"=1'-0" 14'-11" COAT RACK EMPLOYEE _ LOCKERS 6' I U) C FINISH FLOOR BASE OA KID e .;.;.;.,.;.;.;.,.;.;IlYllo;.;.;.,.;.;.;.;.,.,., III ,-.❖.-. III,.;..�III - ►O°°°O°°°s000°°OIIIII°°°°°°°°°°°°°°°°°°°°°°° I °°°°°°°°°,,..II ►°°°°°III • , ►o°�°�°�°3�°�°��v►�°�.._.,�°�°.°�°�°�°�°�°�°�°�°�.,_ _III°i°i°i°ilI 'O�°i °ii°i°i°i°i°i°i°i°i!Il�ll�i°i°i°i°i°i°i°i°i�ii�, � �e�i�s�i� Illi�i�sl,l � - • � • • °�°�°�°°°°°�°�°�°�°��.._..�i°i�i°i°i°i°i°i°i°i°i��_ �{�s!ilili�{{ ►°°i►p<._ COM AREA FENCING VENDING MACHINES 12 13 WHITE A-2. WALL CABINET A-2.2 FINISHED UNIT 3612 SIDES J I N \ i 00 0 0 BASE u C NIT 362ABINET N ` j 11 COUNTER ELE A-2.2 SCALE: 1 -011 PAPER TOWEL DISPENSEF FIRST AID KIT 13' 10" SOAP DISPENSER 4" WHITE PLASTIC LAMINATE BACK SPLASH 6'-0" VATI O N � I INSULATE ALL EXPOSED PIPES -OPEN \ -BAS E(H) 3'-6" MSDS FILE FOLDER STORAGE UNIT I //rPROVIDE WALL CLEAT E© REFRIGERATOR /'DOOR ' AS t�EDUL.E ADDITIONAL METAL 6 STUDS HORIZONTAL 8' _ PLATE 2 3/8" DIA. PIPE O O I FOR. TELECOM FENCING 1 /4" DIA. HILTI KMK O O `- 00 BOLT II EXPANSION ANCHORS + 1 /4 X3 X4 GALVANIZED W/(4) POWER DRIVEN + + FASTENERS 16" O.C. 2 3/8" FENCE q POST METAL STUDS WELDED TO PLATE NOTE: SEE STRUCTURAL DRAWINGS FENCE DETAIL PLATE 1/4"X3"X4" 8" 2 3/4" 5/8 ('9 ELEC/ TELECOM AREA GALVANIZED WITH 5/16"0 HOLES FOR 1 /4" m 4" 10, A-2.2 SCALE: 1 1 /2"=1'-0" HILTI KWIK BOLT II EXPANSION ANCHORS FENCE POST MOUNTING DETAIL $ @ ELEC/TELECOM AREA 301 0" MIN. - 24" MA 11 _-REACH DIST. _ A-2.2 SCALE: 1-1/2" = 1'-0" 11 MSDS FILE FOLDER - STORAGE UNIT ! I I I I I WALL STD .� s i 5'-3"F3'-6" 6'_5„ it �) -'I i - L , l 1 fl I I ,)II I I lln - - - w o ® WALL MTD.T.V.- PTD METAL CASED EMPLOYEE I �_ �,i 1 18 OPENING PT3 LOCKERS Iil N I I I I u III I 1 I I III -" x o c� . ' 1 2X6 SOLID \ PHONE III I I I . WALL BLOCKINGIII « o m 1 ® 1 OPEN TO - 1 1 LOUNGE .., ill uI FOYER TRASH ® ® REFRIGERATOR THE MOSTAT- SEE MECHANICAL i RECEPTACLE ® I ®� i DRAWINGS E__ ---BASE G = Z- --.�__�_`_ _ < Do FINISH FLOOR==-;-==r I I 1 -, :D nT ' ALL. CABINETS TO BE PRE-ASSEMBELED WHITE PLASTIC LAMINATE W/4" WIRE PULLS. ALL FIXTURES/MILLWORK TO BE FURNISHED AND INSTALLED BY LANDLORDS GENERAL CONTRACTOR 12" NOTE- KNOCK DOWN NOT ACCEPTABLE. 30" WIDE PREFABRICATED AND PREFINISHED WALL CABINET W/ 2 DOORS W/ ADJUSTABLE SHELVES WHITE (TYP_) BY LANDLORD GC. co NISH I 4" BACK SPLASH 2x6 WOOD BLOCKING DRAWER W/ HEAVY `o 1 ' 1 _5 6 DUTY DRAWER GUIDES I - - - - - - 4" WIRE PLUS TYP FINISHED DE m 30" WIDE PREFAB. AND PREFIN. BASE CABINET N W/ 2 DRAWERS AND 2 DRS W/ ADJUSTABLE SHELVES (TYP.) FINISH FLOOR AS SCHEDULED 5'-0" `12 COUNTER SECTION A-2.2 SCALE: 1 "=1'-0" 11 -_ _L__ i li U1 ry 8 I_� Ld r n�_ ILij m� 12 _ 4 O 30" 10" MIN. - 24" MAX. REACH DIST. 9 a 2 2X6 WOOD BLOCKING { IFl, U) II �I ii f X O a WHITE PLASTIC LAMINATE i i i i it i i lli - Z. w � w COUNTER TOP, BACKSPLASH "i I I I �, I i ill a z- > I I I �_� = tD 0 AND EDGES ON MEDIUM III u I i i i u ill _ X p d DENSITY FIBERBOARD I Ii Jill Q LAVATORY PIPE iil i i y;� i i I In. - INSULATION COLOR :WHITE III 1 t 1 III _ - � - - '' •; '; -.i a I(J A. D.A. COUNTER SPECS (1�4) @ SALES AREA CHECKOUT SCALE: 3/4"=1'-0" `P' SINK __ ____ e`i�, 447 I I I I I I ' I I m i 8" vIN. f I iJ y\� `v X I i' - ��� GALV. STL. DIAGONAL m BRACES `, 1 / THREADED 2 THROD y!y o �\ BY GC TO ROOF g \ C��J�i Ti i STRUCTURE -" ' (o ;� r i 1, , l , 14GA GALV. STL. CORNER BRACKETS AS E CONT. CERAMIC TILE UNDER SINK ® 2 1 /2 0 12GA GALV. STL. WATER HEATER o PLATFORM 27"x27" ®® PVC DRAIN BODY 1" MIPTx 1" FS A3 A. D.A. VANITY SECTION 1.32 A-2.2 SCALE: 1 "=1'-0" 15 WATER HEATER DETAIL A-2.2 ) SCALE: 1/4"=1'-0" rn Co 4_j r�� CN M o " • o w 'V t� A . r..i o w o d o o, -j �r ¢ 8 V R � W)"t41 U u� C O Q 0 V (u c 00 U�Z; •L � M c - U ^W ♦ J 'V w N V' o QN' w .� L NE>I �con M H u� U .o (/' cu 1 U) O E E ccyi Chi LL^ N �0 U U O =3 N Q N o mYN(L a z Q Q ► w Lu (� co co W co z VA U) F- > Lu ~I z �' s Lr W 0 co cI 0 M cI % Lu w N N z m o U o ccn z 0 Y N W '� Q� U W CD A-2.2 DESCRIIPTIION MANUFACTIJF OR REMARKS FLOORING MAIN FIELD CARPET INTERFACE DECO DIAGONAL #602392 ANTHRACITE INSTALL WITH 1/4" TURN ACCENT CARPET 1 INTERFACE DECO DIAGONAL #602392 GREY INSTALL WITH 1/4" TURN NOT USED NOT USED ERAMIC TILE 3"x3" UNPOLISHED CROSSVILLE A825 MERCURY DARK GREY GROUT CLEAR CONCRETE SEALER AQUA MIX GROUT SEALER CLEAR IFINISH TO BE SLIP RESISTANT, TO MEET OR EXCEED ADA REQ'S SEE DIV. 9 FOR ALTERNATE BASE (�) 6" VINYL COVE BASE ARMSTRONG 60 JET BLACK EE ROOM FINISH SCHEDULE (E) 6Hx8W CERAMIC TILE BASE CROSSVILLE A825 MERCURY SEE ROOM FINISH SCHEDULE. DARK GREY GROUT TRANsrnON STRIP (�) CERAMIC TILE - CARPET MERCER 153 CHARCOAL 217 SEE FLOOR FINISH PLAN. SEE DETAIL 10/A-5 (D CARPET - CONCRETE EPDXY 4" WIDE 2 PART EPDXY TRANSITION. SEE DETAIL ll/A-5 FINISHES PTI VINYL -ACRYLIC LATEX - EGGSHELL FIN. SHERWIN WILLIAMS 1320W200 SERIES NEUTRAL GROUND SW7568 (2) COATS W/PRIMERS GG OR JJ. INTERIOR GWB. & CMU IN OFFICE AREA & SALES AREA PERIMETER WALLS PT3 HIGH GLOSS ALKYD ENAMEL SHERWIN WILLIAMS B54W2 SERIES CITYSCAPE SW 7067 (2) COATS W/PRIMER CC. INTERIOR H.M. DOORS, FRAMES & STRUCTURAL COLUMNS PT5 HIGH GLOSS ACRYLIC ENAMEL SHERWIN WILLIAMS B66 SERIES HIGH GLOSS WHITE (2) COATS HVAC DUCT WORK PT6 ACRYLIC ENAMEL SHERWIN WILLIAMS 1320W200 SERIES PILLAR WHITE SW4029 GYP. BD. CEILING DFE DRY FALL ALKYD SPRAY ENAMEL SHERWIN WILLIAMS SW B48W60 FLAT WHITE (2) COATS - RECEIVING, ROOF, STRUCTURAL STEEL, & MISC. METALS FRPl FIBERGLASS REINFORCED PANELS CRANE -COMPOSITES GLASBORD LIGHT GRAY W/ALL TRIM INCLUDED. SEE GENERAL NOTE #3, TYPE A -PEBBLE -TEXTURED FINISH PRIMERS KEM KROMIK UNIVERSAL WHITE SHERWIN WILLIAMS B50WZ1 OFF-WHITE USE WITH PT3 PREP -RITE LATEX PRIMER SHERWIN WILLIAMS B28W200 WH ITE USE WITH PT1 LIQUID WATER REPELLENT MAT. SHERWIN WILLIAMS "REGULAR" MICRO-LOK CLEAR APPLY PRIOR TO CONCRETE STAIN LOXON BLOCK SEALER SHERWIN WILLIAMS A24W200 WHITE SW2133 USE WITH PT1 O Kh FLOOR FINISH PLAN SCALE: 1/8"=V-0" ' ROOM FINISH SCHEDULE ROOM NO ROOM NAME FLOORS WALLS CEIUNGS NOTES FLOOR BASE TYPE HErmHT 100 ENTRY (D (D PT1 OPEN CEILING PER ENERGY CODE ANALYSIS 101 CHECK-OUT AREA PT1 OPEN 102 COPY CENTER PT1 OPEN 103 SALES AREA (Da) (D PT1 OPEN 105 LOCK -UP NO PAINT OPEN 115 RECEIVING (D PARTIAL PAINT PT1 OPEN UNPAINTED WALL 12'-" TO DECK 116 ELEC./TELECOM. AREA FRTD PLYWD OPEN NOTE 1 117 EXIT CORRIDOR PT1 OPEN 1. 5/8" EXPOSED EDGE FIRE RETARDANT TREATED PLYWOOD TO 8'--0" A. F. F. | 1 EWS JAN 11 1. MANUFACTURER OF PAINT TO BE ^3HERW|N WILLIAMS" OR ~BENJAM|N MOORE' UNLESS OTHERWISE SPECIFIED. 2. PRIME ALL DUCTW0RK, D|FFU3ER3, SPRINKLER LINES & GAS PIPING, EXPOSED CONDUIT PER WFG.`3 RECOMMENDATIONS, FINISH FP-T-51 J. CRANE -COMPOSITES GL4SB0RD 8'-0^ - 10'-0^ & 12'-0^ LENGTHS' FLOOR TO CEILING HORIZONTAL JOINTS ARE PROHIBITED. (PROVIDE CLASS ? FIRE RATED BOARD). 4. COORDINATE ALL FLOUR FINISH INSTALLATIONS WITH CONCEPT PLAN PROVIDED BY STAPLES ARCHITECTURAL PROJECT MANAGER AND WITH STAPLES CONSTRUCTION MANAGER PRIOR TO INSTALLATION 5. SEE SHEET A-5 FOR FLOORING TRANSITION DETAILS. CARPET CERAMIC TILE SEALED CONCRETE FLOOR FINISH LEGEND 00 ct CL ui cn cu co UJI CC 4N cn - ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -- ------------------ - ___=_e_______=____= ___= _______ = ______ _:___: _____=_= __ =_:_________=_____________e__:____:_ _=_ __= _____= __= _____= ____=__:=_ __=_ _= =___________________-______=__:______________________________________________________:_______________________________:_________---_________________:=____________________ ______________________.__ ::::::::::::::::::::::::::---:::-::::=:::::::::::::::::::::::::_:::::_::::::::::::::::---::::::::::::::::::::::::::::::::::::::::::::::::::---:::::::::::::::::::--::_::::::::::::::::::::::::::::::::__ _ _____ __:_:::::::___::__::::___:_ __ KEY TO CEILING FINISHES =::::: : :::::::SEE SHEETA-3FORCOMPLETEFINISHSCHEDULE. _: ----------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- MARK DESCRIPTION MANUFACTURER I.D. / SERIES COLOR REMARKS CEILING ® 2'x4' ACOUST. CLG. TILE ARMSTRONG 769 CORTEGA WHITE MANAGEMENT OFFICE, CORRIDOR, TRAINING ROOM, LOUNGE, LOUNGE CORRIDOR, RESTROOM FOYER © GYP. BD. ON METAL FRAMING -- -- PT6 CASH ROOM, MEN'S TOILET, WOMEN'S TOILET © EXPOSED STRUCTURE -- -- UNPAINTED LOCK -UP, RECEIVING AREA DO EXPOSED STRUCTURE -- -- DRY FALL ENTRY, COPY CENTER, SELF SERVE, CHECK-OUT, SALES AREA EO WHITE ALUMINUM SOFFIT PANELS ATAS WIND-LOK PANELS WHITE STOREFRONT CANOPY SOFFIT 0 C-B REFLECTED CEILING PLAN CEILING LEGEND OA 2'x4' ACOUST. CLG. TILE ® GYP. BD. ON METAL FRAMING © EXPOSED STRUCTURE OD EXPOSED STRUCTURE 0 --::::__::_-:._-:__-.__::__-::_-:__-:_- __ ---------ER ate: _ ..._.... ::::::..:::::::...:::::..::_ -------------------------------- 1. ALL FINAL DIMENSIONS TO BE VERIFIED Y STAPLES B LES MANAGER PRIOR TO FINAL INSTALLATION OF LIGHT FIXTURES. COORDINATE ALL HVAC DUCTING & FIRE SPRINKLER PIPING W/ LIGHT FIXTURE LOCATIONS IN ORDER TO AVOID CONFLICT BETWEEN DUCT/PIPE AND LIGHT FIXTURE SUPPORT HANGERS U c o _ CL 0 co c0 U3�3' q N; .L U coC ^♦ 0 W ou- 0= "' d cu E 2 cd u- z O- W •�NE>' 0 co c®ui � J M I—cn U cn 1�jil cn ,!< co • ;. uJ od LLI co a co �a *. 0 z m 00 0 C) (c) M 2-1uJ U W CCD 2 U WA SCALE. 1 /8"=1 °-0" I SNE SPECIFIC C DITIONS C-0.9 C-1 C-2 C-3 C 4 C-4.6 C-4.7 C-4.9 C-5 C-6 12'-0 1 2" 1 R P 2 2" D00 SCOPE / fZ3 / SEE STAPLES SPEC. 14"X22" POLYCARB. VISION PANELS co 3'-6" 5-0" 3' -6" SEE DOOR SCHEDULE "EMPLOYEE'S ONLY" I G1 G1 G1 FOR TYPE OF GLASS SIGN INSIDE VISION c� MOTION DETECTOR 8 6 PANEL m m I / SS //G1 / G1\ \ DOOR MECHANISM \ HOUSING m WELDED STL. SLIDE \ I JAMB BY G.0 G1\ \ \�MULLION / KICK PLATE \ \ / CO to BY MFG. / /G1 \ MOUNTING BAR EMERGENCY BREAKAWAY O(TYP. © © O OF 4) ALUMINUM NARROW STILE FULL LITE - CLEAR INSULATED STEEL METAL ME HOLLOW METAL HOLLOW ME ANOD. ALUM. MFG OPTIONS ENTRY SYSTEM W/ REINFORCED FLUSH SLAB VISION LITE 4-WAY BREAK-OUT SEE DOOR SCHEDULE FOR METAL FLUSH SLAB SEE DOOR GLASS TYPE. SEE DETAIL 3B/A-5 SCHEDULE FOR 16 GLASS TYPE /- /- A-5 CONNECT POST TO ROOF STRUCTURE STEEL HEADER OPE (TYP.)- SEE SEE STRUCTURAL RUCT. SHEETS. 8'-0" O DOUBLE ACTING HIGH TRAFFIC DOOR WITH STEEL CHANNEL FRAME 6'-0" 5-11 1/2" N 30" HIGH FLEXIBLE 2� 3/4 16 GA. 3 -0 VARIES VINYL CURTAIN / \ Q FLANGE FRAME SEE PLAN TRANSOM ABOVE CLEAR DOORS / \ 3'-0" m I 14"X22" POLYCARB. \ \ / / VISION PANELS KICK "EMPLOYEE'S SIGN INSIDE ONLY" VISION PLATE BY MFG \\ l 0� PANEL 9 o A-5 0 H DOUBLE ACTING HIGH EXISTING MANUAL XI ING CANOPY TRAFFIC DOOR WITH INSULATED OVERHEAD C SS DOOR STEEL CHANNEL FRAME SECTIONAL COMMERCIAL T EL DOOR AND F ME 9'-0 1 /2" DOOR "U" VALUE=0.037 LOCK AND WEAT U CABLE W/ SPRING OOF HANDLE HIGH LIFT ON 2' TRACK. • :�.I ' oo�0000� I� 6'-6" 3'-0" 3'-0" G1 G1 O� G ALUMINUM NARROW STILE ©SINGLE SLIDE DOOR SYSTEM 3A/A-5 9'-0" -3" 4'-3" 4' CLEAR ANODIZED ALUMINUM TYP. @ ALL INTERIOR GLAZED UNITS I ! - UMINUM_ ALUMINUM AALEXISTING _ I T ASCALE:-5 1/4'"=1'-0"' -- 5/8" TYPE "X" GYPSUM WALL BOARD AS SCHEDULED WOOD BLOCKING (TYPICAL AT JAMB) -HOLLOW METAL FRAME AS SCHEDULED ANCHORS (TYPICAL) - THREE PER JAMB MINIMUM G2 0 0 CHAIN -LINK CASED OPENING ALUMINUM GATE METAL FRAME SEE DETAIL 6/A-5 I� ALUMINUM NOTE: SEE DETAIL 5/A--7 FOR FULL. VESTIBULE ELEVATION 8" REINFORCED CMU MASONRY WALL MASONRY ANCHORS 24" O.C. @ JAMB 12" O.C. @ HEAD WOOD SHIM FILL SOLID WITH MORTAR CONT. SEALANT EACH SIDE COLOR TO MATCH STEEL FRAME PAINT AS SCHEDULED 7 5/8" COVER SIDE ELECTRICAL SUPPLY EXTERIOR 110 VAC. 60 HZ. 1OA. BY ELEC. CONTR. TO JUNCTION BOX.- - ULTRAVIEW 5�N OR/(TYP.�NCE 1-�„ TRANSOM & FRAMING BY BESAM ULTRAVIEW SENSOR SEMI -CONCEALED 120" M.O.H. 9 3/4" O.F.H. II I II �I II I III ( F.F.L. RIGHT HAND SLIDE LEFT HAND SLIDE VESTIBULE EXIT VESTIBULE ENTRANCE 6", 20 GA, 6", 20 GA, EXTERIOR ELEVATION STEEL STUD STEEL STUD °1 , 1A ^ 11-1 SECTION OPOINT PLAN PIVOT 1-3/4" 108' OVERALL FRAME WIDTH 9'-0 1/2' STOREFRONT OPENING EXTERIOR LEFT HAND SLIDE (RIGHT HAND OPPOSITE) 90" STOREFRONT OPENING NON REMOVABLE SECURITY TYPE GLAZING BEAD SYSTEM (TYP.) 1/4" STANDARD. INTERIOR 1/4" F.F.L. 1/2" 6", 20 GA, STEEL STUD THE STANDARD PACKAGE CONSISTS OF: AUTOMATIC OPERATOR, DOORS, FRAMES, SIDELITES, VERTICAL WEATHERSTRIPPING, EMERGENCY BRAKE -AWAY, 2-POINT LOCK WITH BEST CYLINDER CONSTRUCTION CORE, 5-POSITION FUNCTION SWITCH (OFF -EXIT ONLY -AUTO -REDUCED OPENING - HOLD OPEN), AND ULTRAVIEW MOTION/PRESENCE SENSORS. THIS PACKAGE WILL ACCEPT Y4" CLEAR TEMPERED SECTION GLASS IN THE SIDELITES, ACTIVE LEAVES, AND OTRANSOM. HEADER PLEASE COMPLETE THE FOLLOWING \ PACKAGE QUANTITY: CLEAR ANODIZED O "CARNIVAL RED" VALSPAR #SL4A139 C� OTHER - EXIT ENTRY _ = j VESTIBULE ENTRANCE R EXIT / / /A\ � ,pi FLOOR PLAN ENTRANCE EXIT II II FRAMES BY II II OTHERS-TYP. EXTERIOR EXTERIOR j SECTION COVER SIDE OPLAN 2 VIEW EMERGENCY BREAKAWAY THRESHOLD GENERAL CONTRACTOR: GENERAL CONTRACTOR SURF. MTD. BY OTHERS DO NOT SCALE THIS DRAWING -AT / DRAWING DATE: DATE DWG. BY: bip I 1/2" 3A BESAM STOREFRONT CUT-SHEET-UNISLIDE (INTERIOR' A-5) SCALE: 1/4"=1'-0" COVER SIDE TRANSOM�� EXTERIOR 4-1/2" &FRAMING BY BESAM TRANSOM & FRAMING 1" EXTERIOR O SECTION 1/4" INTERIOR ELECTRICAL SUPPLY I MO ON/PRESENCEULTRAVIEW 110 VAC. 60 HZ. 1OAt 3 0 SENSOR (TYP.) BY ELEC. CONTR. TO JUNCTION BOX. I o0 - - - - O II 3 �1 1 III I M.O.H. - -�--- ---�-- 120" ULTRAVIEW SENSOR SEMI -CONCEALED STOREFRONT OPENING LOCK NON REMOVABLE I -_ SECURITY TYPE GLAZING BEAD \ 41 1/2" SYSTEM (TYP.) 1/4" STANDARD. 10" F.F.L. EXTERIOR ELEVATION DOOR #1 L__ 36 3/8" 1 SECTION -� 60" _ INTERLOCK ENGAGED (TYP). 4 CLEAR DOOR OPENING PLAN EXTERIOR SIDE F.F.L. EXTERIOR THE STANDARD PACKAGE CONSISTS OF: AUTOMATIC OPERATOR, DOORS, FRAMES, SIDELITES, VERTICAL WEATHERSTRIPPING, EMERGENCY BRAKE -AWAY, 2-POINT LOCK WITH BEST CYLINDER CONSTRUCTION CORE, 5-POSITION FUNCTION SWITCH (OFF -EXIT ONLY -AUTO -REDUCED OPENING - HOLD OPEN), AND ULTRAVIEW MOTION/PRESENCE SENSORS. SECTION THIS PACKAGE WILL ACCEPT Ya" CLEAR TEMPERED IN THE SIDELITES AND ACTIVE LEAVES AND OGLASS 1 INTERIOR TRANSOM. 1" GLASS IN THE EXTERIOR HEADER TRANSOM. PLEASE COMPLETE THE FOLLOWING PACKAGE QUANTITY: CLEAR ANODIZED O "CARNIVAL RED" VALSPAR #SL4A139 C� OTHER EXIT ENTRY L i VESTIBULE ENTRANCE 100 EXIT / / VESTIBULE FLOOR PLAN INTERIOR EXTERIOR PLAN VIEW EMERGENCY BREAKAWAY SECTION CC) THRESHOLD SURF. MTD. MAT BY LL GC_ E 1 /2" ADJ. CONCEALED DOOR SWEEPS (EXTERIOR ONLY) F, P,, 151, w A-5 1 SCALE: 1/4"=1'-0" FOR REFERENCE ONLY RE: BLDG 'C' SHELL PACKAGE 5/8" TYPE "X" GYPSUM WALL BOARD AS 5/8" TYPE SCHEDULED - "X" GYP. BD. WOOD BLOCKING (TYPICAL AT -METAL STUDS JAMB) AS SCHEDULED HOLLOW METAL - =` WOOD BLOCKING FRAME AS -1 /4'° BENT PLATE SCHEDULED `_ 7'-0" A.F.F ANCHORS (TYPICAL) - DOUBLE ACTING THREE PER JAMB IMPACT DOOR MINIMUM JAMB/HEAD S I M. EXISTING JAMB/HEAD 0`I. JAMB/HEAD S I M. DETAIL, �-5SCALE: 3"=1'-0" ��A5)SCALE: 3"=1'-0" A-5 SCALE: 3"=1'-0" A-5 SCALE: 3"=1'-0" DOOR AS SCHEDULED CARPET VINYL TRANSITION STRIP TYPE 'J' THIN SET CERAMIC TILE ON CONCRETE FLOOR SLAB d° 6 r0 SILL DETAIL A-5 SCALE: 3"=1'-0" -CARPET 10CA ALUMINUM 1/4" X 1 /2" ANGLE. FRAME CARPET FASTEN TO SLAB W/ TWO PART EPDXY EXPOSED SEALED CONCRETE SLAB a - a- d 4„ EPDXY PATCH UP 1/8" PER 12" 11 SILL DETAIL A-5 SCALE: 3"=1'-0" EXISTING CMU WALL BEYOND INSULATED DOOR INTERIOR FIN. FL. DOOR SWEEP SILL PLATE SPANS JOINT - BEVELED BOTH SIDES =1� EXTERIOR SLAB ° _ e - �- ° CONT. SEALANT ° a d �4= °� BACKER ROD a° a - FACE OF SLAB °- ° _ = PREFORMED Q FILLER 12 EXISTING SILL DETAIL SECURE JAMB LEGS TO FLOOR W/ 3"x3" STEEL ANGLE ANCHOR CLIPS --- -- 5/8" TYPE "X" GYP. BD. METAL STUDS AS SCHEDULED DOUBLE ACTING IMPACT DOOR ----WOOD BLOCKING (TYPICAL AT JAMB) 1 /4-" BENT PLATE JAMB D ETAI L �-5SCALE: 3"=1'-0" EXISTING CMU WALL BEYOND -INSULATED DOOR INTERIOR FIN. FL. DOOR SWEEP SILL PLATE SPANS JOINT - BEVELED ONE SIDE & CARPET SQ'D I NT. EXTERIOR SLAB ° a :e ° _ . ° I a CONT. SEALANT d a - ° ° a d = ° ' 4° a. BACKER ROD FACE OF SLAB PREFORMED ° a ° FILLER 13 EXISTING SILL DETAIL L1ri 4x6x),/4"STE.EL TUBE y2"x4-Y2"x6-Y2„ BASE PLATE " TYR ! W/(2)-3/4"O EXPANSION ANCHORS BOLT TO FINISH FLOOR L--DOUBLE ACTING i Le= IMPACT DOOR 4-3/4 'x2-Y2" 1 " TYP i WELD PLATES (TYP. OF 4) _ NOTE: STEEL TUBES PROVIDED BY ARE TO BE PLUMB DOOR MFR. AND SQUARE WHEN TO BE FIELD INSTALLED. WELDED TO STEEL TUBE JAMB b'EpT)AIL A-5 / SCALE: 3"=1'-0" NOTE: ATTACH TO INSIDE OF CHAIN LINK FENCE WITHIN ELEC/TELECOM AREA WITH ONE COMPLETE SET OF "AS -BUILT" CONSTRUCTION DRAWINGS AND ALL DOCUMENTS REQUIRED BY OUTLINE SPECIFICATIONS. PER STAPLES CONSTRUCTION MANAGER. 6" DIA. x 48" LONG PVC TUBE MARKED 'PLANS' @ 48" A.F.F. (MAX.) PLANS METAL STRAPPING \\_�__PVC CAP (TYP. 2) =- =: _= - _ = ==-- -- _== =_-- =_== = =_ --=:.: :: :.=_=-- ==== = ----== ==_ == ===_= == =_==-_=====_== == _::::::: :: :::::: :::::::::__::::::::::::::::::_:: :_=:::_::--_::__--_:_: ENERAL NOTES-:: :---=: ----------------------------------------------------- -- 1. ALL LOCKABLE DOORS SHALL BE EQUIPPED W/ REMOVABLE STANLEY 6. ALL EXTERIOR DOORS TO HAVE FULL LENGTH LATCH GUARDS CORES, CORE HARDWARE, MANUFACTURED BY "BEST" LOCK CO., TO BE WELDED AND TO BE PAINTED TO MATCH DOOR & FRAME. INDIANAPOLIS, INDIANA. HARDWARE TO BE SUPPLIED FROM THE MANUFACTURER W/"BEST" REMOVABLE CORE CYLINDERS 7. ALL MANUAL DOOR -OPENING DEVICES SHALL HAVE A SHAPE THAT IS W/ CONSTRUCTION MASTER -KEYING. "STAPLES" WILL REPLACE EASY TO GRASP WITH ONE HAND AND SHALL NOT REQUIRE TIGHT CORES W/ THEIR OWN "BEST" CORES, KEYED TO THEIR OWN GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE (LEVER, SYSTEM, ONLY THE HARDWARE AS SPECIFIED IS ACCEPTABLE. PUSH/PULL). THIS SHALL INCLUDE ALL DOOR HARDWARE SUPPLIED BY NO SUBSTITUTIONS WILL BE ALLOWED. THE DOOR MANUFACTURER. 2. EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE 8. PROVIDE DETECTABLE WARNINGS ON ALL DOOR -OPENING DEVICES TO WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR HAZARDOUS AREAS. PROVIDE TEXTURED SURFACE ON HANDLE, KNOB, EFFORT.. PULL OR OPERATION HARDWARE ON DOOR. TEXTURED SURFACE SHALL BE MADE BY KNURLING OR ROUGHING OR BY APPLYING MATERIAL TO 3. ADJUST DOOR STOPS TO OPERATE W/ UNDERCUT DOORS. THE CONTACT SURFACE THAT HAS A SIMILAR EFFECT. 4. ALL TRANSITIONS BETWEEN FLOORING MATERIALS, INCLUDING 9. WHEN USING A ELECTRIC STRIKE OPERATION LOCKING SYSTEM ON EXTERIOR DOOR SILLS/THRESHOLDS SHALL BE BEVELED WITH A AN EXIT DOOR -A FAIL SAFE SYSTEM IS ALSO REQUIRED. THIS SLOPE NOT TO EXCEED 1:2 AND NOT TO EXCEED 1 /2" IN HEIGHT. SYSTEM IS TO INCLUDE THE AUTOMATIC RELEASE OF THE LOCKING SYSTEM UPON ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM, 5. ALL CONTROL KEYS SHALL BE LEFT W/ STAPLES MANAGEMENT TEAM. LOSS OF POWER AND AN EMERGENCY PANIC BUTTON CLEARLY MARKED ADJACENT TO THE DOOR. THIS ARRANGEMENT MAKES IT POSSIBLE TO LEAVE THE TENANT SPACE AT ANYTIME WITHOUT SPECIAL KNOWLEDGE AS WELL AS PROVIDE THE SECURITY DURING NORMAL BUSINESS HOURS. -=-_ . . ... ... ::: :== ---_---_ ---====_==: _-_---- - ---:_ :::_:::_ :::::_ : : :: _:::: : __ :::--- ::: =_ ::::_ ::_ :: ::: :::: :.::::::.:::.:- :-:::::::::::::::::::::-::_=--- : =- -=_-===--====_=_=--== ==---- -===:--=-=-====----= =..: ..==- - ___ - - ___ -__ DOOR &FRAME SCHEDULE____________________ DOOR # ROOM LOCATION I TYPE ILEAFS1 DOOR OPENING SIZE THK. FIRM. TYPE HDW. SET I HEAD I JAMBT SILL T FINISH DOOR NOTES EXTERIOR DOORS X01 ENTRY A 2 5'-0"x7'-O" -- AL. 1 6/A-8 -- 5/A-8 -- NOTES 1,4,5,18 X02 SALES B 1 3'-6"0'-O" 13/4 STEEL 4 5/A-5 5/A-5 13/A-5 E2,3 NOTES 11,12 X03 SALES B 1 3'-6"x7'-0" 13/4 STEEL 4 5/A-5 5/A-5 13/A-5 E2,3 NOTES 11,12 X04 EXIT CORRIDOR B 1 3'-6"0'-O" 13/4 STEEL 4 5/A-5 5/A-5 13/A-5 E2,3 NOTES 11,12 X R E I-5 - X07 NOT USED - - -- -- - - -- -- - - NOT USED DOCK DOORS X06 RECEIVING AREA G -- 8'-0"x10'-6" -- STEEL 7 3/A-1 7/A-1 6/A-1 INTERIOR DOORS 104 MANAGEMENT OFFICE D 1 3'-0"x7'-O" 13/4 H.M. 2 4/A-5 4/A-5 NONE PT3 NOTE 8 105 LOCK -UP C 1 3'-ON7'-O" 13/4 H.M. 5 4/A-5 4/A-5 1 1 /A-5 PT3 106 CASH ROOM C 1 3'-0"x7'-O" 13/a H.M. 2 4/A-5 4/A-5 NONE PT3 NOTES 2, 13 107 CORRIDOR D 1 3'-0"x7'-O" 13/4 H.M. 8 4/A-5 4/A-5 NONE PT3 NOTE 9 108" RESTROOM FOYER K -- 5'-0"x7'-O" -- H.M. -- 6/A-5 6/A-5 NONE PT3 109 WOMEN'S RESTROOM C 1 3'-0"x7'-O" 13j4 H.M. 3 4/A-5 4/A-5 10/A-5 PT3 110 MEN'S RESTROOM C 1 3'-0"x7'-0" 13/4 H.M. 3 4/A-5 4/A-5 10/A-5 PT3 111 LOUNGE K -- 3'-6"x7'-0" -- H.M. -- 6/A-5 6/A-5 NONE PT3 112 TRAINING D 1 3'-0"x7'-O" 13j4 H.M. 2 4/A-5 4/A-5 NONE PT3 NOTE 8 113 LOUNGE FOYER E 1 3'-6"x7'-O" -- STEEL -- 7/A-5 8/A-5 NONE ONYX BLACK NOTES 3,6 115 RECEIVING AREA F 2 5'-11 1/2"x11'-6" -- STEEL -- -- 9/A-5 11/A-5 ONYX BLACK NOTES 3,6,12,14 116 ELEC/TELECOM AREA J 1 3'-0"x8'-O" -- ALUM. 9 -- -- NONE -- 117 VESTIBULE L 1 4'-0"x7'-0" -- ALUM. 1 6A/A-8 -- 5/A-8 -- NOTES 1,15,16,17 1 18 CHECK - OUT L 1 4'-0"x7'-0" -- ALUM, 1 6A/A-8 -- 5/A-8 -- NOTES 1 ,15,16,17 -- - '--------= - - ---- -- ------ ------ -- -------------------------------------------------- ---••--------------------------- -------------------------------------- ------------------ --------- DOOR &FRAME SCHEDULE _::::::.:..::::::.::.:::::__:_:::::_:::__:----- :':::::::: SC ULE NOTES ==::_::::::_:::::_:::::_:::_:_:__: ::::::_:_-_:_:::::: 1. INSTALL GLASS AND SEE GLASS TYPE SCHEDULE AND DOOR ELEVATION 9. INSTALL G3 GLASS TYPE. SEE GLASS TYPE SCHEDULE. FOR PANEL LOCATION & GLASS TYPES. 11. EXTERIOR OF DOOR PAINTED E2 & INTERIOR OF DOOR PAINTED 2. PROVIDE DOOR SCOPE: SCOPE # DS/1018MB BY DE SEUNG SEUNG PT3. SEE INTERIOR AND EXTERIOR FINISH SCHEDULES. TRADING CO. (800)274-7267. SCOPE TO BE EPDXIED INTO DOOR 12. INTERIOR SIDE OF FRAMES TO BE PAINTED PT3. 3. MANUFACTURER TO SUPPLY HARDWARE AND TO PROVIDE A DETECTABLE 13, PROVIDE (2) WALL STOPS FOR SAFE - INSTALL DOORS WARNING ON ALL DOOR OPENING DEVICES TO HAZARDOUS AREAS INCLUDING THE RECEIVING ROOM. AFTER SAFE INSTALLATION 14. 4 3/4" X 2 1/2" STEEL WELD PLATES (TYPICAL OF 4) ARE TO 4. BI-PARTING DOORS SHALL BE FULL BREAK AWAY BE PROVIDED BY THE DOOR MANUFACTURER AND TO BE FIELD -SEE SPECIFICATIONS SECTION 8 WELDED TO THE STEEL TUBES (TYP). 5. BOTH LEAVES OF DOOR AUTOMATICALLY OPEN AT THE SAME TIME TO 15. SEE DETAIL 3A/A-5 PROVIDE 60" CLEAR OPENING WIDTH. 6• "EMPLOYEES ONLY" SIGN, TEXT TO BE READ FROM SALES OR 16. DOORS TO BE MODIFIED TO OPERATE AS ONE WAY ONLY.(VESTIBULE DOORS) REST -ROOM FOYER SIDE - COORD. SIGN LOCATION W/ STAPLES 17. DOORS SHALL HAVE BREAK AWAY HARDWARE CONSTRUCTION MANAGER 18. SEE DETAIL 3B/A- 7. BOTH SIDES OF DOOR AND FRAME PAINTED E2. 1� T F 20. EXTERIOR HINGES ON ALL EXTERIOR EXIT DOORS SHALL BE 8. INSTALL G2 GLASS TYPE. SEE GLASS TYPE SCHEDULE. PROVIDED WITH NON - REMOVABLE PINS (NRP). HINGED PINS -- MAY BY EITHER WELDED, FLANGED OR SECURED. _ __ ____ ___ __ ____ __ __ _ _ . _.____._ E S - - - - - - - - - - - - -- -::.- -- :_ HARDWARE SCHEDULE --- - ET H ED--------------------- ------- -- ----- -- - -- - - - - - :-::::: HARDWARE SET #1 HARDWARE SET #5 DOOR MANE. TO PROVIDE ALL HARDWARE W/DOOR UNIT. PROVIDE-1-1/2 PR BUTTS INTERCHANGEABLE "BEST" CYLINDER CORES OUTSIDE AND THUMB STORE ROOM LOCK / BEST 93K7D15d-STK-626 TURNS INSIDE IN ADAMS RITE MS1850S-050 WITH BEST--1 E76181626 DEAD BOLT LOCK f BEST - 83T7K-STK-626 INSTALLED BY DOOR MANUFACTURER. CLOSER HARDWARE SET #2 FLOOR STOP 1-1/2 PR BUTTS CORRIDOR LOCK / BEST 93K7D-15D--STK-626 ARE SET#6 FLOOR STOP UN L FLUSH ACCES MODE -214M CLOSER PRIME C STE DOOR SILENCER KARP ASSOCI 800--888 HARDWARE SET#3 _ NAME PLATES: WOMEN S AN M N. A A D E S T DA REQUIRED HEIGHTS CON U OUS PI INGE - 1--1 /2 PR BUTTS TWO ING HANDLES "BEST" KICK PLATES (TOL.IET ROOM ENTRANCES) LO E LATCH W f CYLINDER OUTSIDE LATCH PUSH/PULL PLATES CLOSER HARDWARE SET #7 FLOUR STOP DOOR SILENCER PER MFG. AND STAPLES SPECS. HARDWARE SET #8 HA ,f� STORE ROOM LOCK f SCHLAGE KING COBRA KC5100 WITH 1-1 /2 PR BUTTS WITH NON REMOVABLE PINS NRP) ( BEST COMPATIBLE CYLINDER FOR 7 PIN CORE -SEE NL-OP SPECIFICATION MANUAL FOR APPROVED EQUAL. (2) BEST MORTISE CYLINDER CLOSER VON DUPRIN POWER SUPPLY- PS873xFA & POWER TRANSFER- EPT-10 FLOOR STOP 6" STANLEY PULL HANDLE 1-1/2" PR BUTTS CONTACT: VENDOR NO. 5 SEE SHEET T-1 DOOR SILENCER WEATHER STRIPPING & DOOR SWEEP HARDWARE SET#9 THRESHOLD INTERGRAL LOCK DRIP GUARD /RAIN DIVERTER THUMBTURN (INSIDE) CLOSER DOOR SILENCER GENERAL REQUIREMENTS FOR ALL HARDWARE- -- HINGES: STANLEY FBB 179, US26D9 HA.GER BB 1279, US26D. CLOSERS: #3 - 36", #4 - 36" UP -� -- = =- = - - - - - - - - - - - --GLASS TYPE SCHEDULE : _=::_ :_:_:_:=:=_ := :=:=:=_ :=: SCOPE OF WORK NOTE: G1 - 1" INSULATED, TEMPERED G4 - ALUM. PANEL - CLEAR ANOD ALL DOORS WITH A 'Y' G2 - 1/4" CLEAR TEMPERED ALUM. TO MATCH VESTIBULE PREFIX ARE EXISTING G3 - 1/4" MIRRORED ONE WAY FRAME (PROVIDED AS PART OF TEMPERED GLASS SHELL WORK) 14� WALL MOUNT FOR PLANS EXTERIOR WALL CONSTRUCTION AS NOTED PROVIDE BENT ALUM. RAIN DIVERTER SECURED TO EXTERIOR CMU WALL. 4'-0„ 1- O O D 0 O O O DOOR AS SCHED. SECTION ELEVATION 15 RAIN DIVERTER DETAIL O c o a �aZ ctl U N ,--� M l:x, • o °J w 'V 0 ce Q , 4-1 U U� d Cr � 1 t C O i.i O rL V 00 UJ�; M (D .c:Ucha �♦ CO J � j V , LLcc E2NLll_i ¢ >� " M H U) J U = .0 c E 1 -0--mCD CIO 010 LL c c Z) a 06E0 .�oN� uj C�YNa 0 ROOF DECK w U o a a TS4x4x1/4" STEEL a z z ANGLE - SEE z -� 04 STRUCTURAL DWGS. w u, ab m a cn ¢ CI CI ROOF JOIST $ N C)SEE STRUCTURAL o �j tr DRAWINGS cn z C, J M z ¢ w'_ ........ TS4x4 STEEL POST SEE STRUCTURAL a DWGS. o INTERMEDIATE STEEL HEADER SEE o Z r; co 0 STRUCTURAL DWGS. N z o v c� u' CD o a o o U STEEL COLUMN DETAIL I 16 AT ROOF DECK A-5 A-5 SCALE: 3"=1'-0" FOR REFERENCE ONLY RE: BLDG 'C' SHELL PACKAGE A-5 SCALE: 3"=1'-0" FOR REFERENCE ONLY RE: BLDG 'C' SHELL PACKAGE A-5) SCALE: NTS FOR REFERENCE ONLY RE: BLDG 'C' SHELL PACKAGE A-5 SCALE: 3/4"=1'-0" FOR REFERENCE ONLY RE: BLDG 'C' SHELL PACKAGE A-5 SCALE: 3/4"=1'-0" FOR REFERENCE ONLY RE: BLDG 'C' SHELL PACKAGE SIAMESE CONNECTION REAR ELEVATION BOLLARDS RE: 6/A-6 12"X24" DUAL DRAINABLE BLADE LOVER MANUF. 0-C GREENHECK MODEL --EDD-401TYP (2) M LEADER PILL LAl L_l%IVI\ VVVI\J TOP OF WALL EL. 20'-0 RAIN DIVERTER TOP OF WALL EL. 2�'-0 FIN. FLR. EL. 0'0" TOP OF WALL _EL. 20'--O; FIN. FLR. EL. 0'-0" - - =KEY T EXTERIOR FINISHES=:-_:-=_ : =: _= - EXTERIOR FINISHES PLEASE REFER TO 206319 (BUILDING C) STAPLES SHELL PACKAGE FOR EXTERIOR FINISHES AND PAINT COLORS (§_A NOT USED 9B NOT USED �A-6 SCALE: N/A �-6SCALE: N/A NOT .. SCALE: A PRE —FINISHED RED BAND TO MATCH n RED RIBBED METAL FILL W/CONC. ROUND TOP AS INDICATED 3 STD. (SCH. 40) STEEL II PREFABRICATED CONCRETE 8"0 BOLLARD PAINTED - BOLLARD. WAUSAU TILE BOLLARD # TF6086 12" 0 x - E4 - II II 42" MISTY GRAY EXPOSEDCN I II II (A2) AGGREGATE FINISH. CONCRETE FILL AT 3" SCHEDULE 40 PIPE ---,-,,,,II li - 1 >-0» ALL EXTERIOR STEEL_ II II - (SUPPLIED BY GC)I COMPRESSIBLE BOLLARD LOCATIONS II - JT. FILLER NEW RAMP II II LEAN CONCRETE = I I " OR FLOWABLE _ LEAN CONCRETE BACKFILL - AS REQUIRED PER � OR FLOWABLE MFG.& LOCAL d z BACKFILL a - a a: SITE CONDITIONS GRAVEL BASE vi 01 oho GRAVEL BASE v FIN. FLR. EL. 0'-0" jo_ EXISTING CONCRETE BOLLARD DTL. EXISTING _PIPE BOLLARD DTL. c I o I o o�o U Y oc '. t _ M O_ w ^ J U U • Uw -VV •� o d_o U v� C� C I� O Q V iLs r 0 cB co .� tB co U g �� aim' z 0)fl' > N z LuEMI_615 J a (2) 1 1 /2 Wx 1 /4" I��� WELDED STRAP HANDLES PAINT E4 STD. (SCH. 40) STEEL E 4" 0 BOLLARD PAINT ® o CORE THROUGH SLAB o WITH 1 '-0" DEEP STEEL SLEEVE m _ E NOTE: FOR REMOVABLE BOLLARD AT SPRINKLER RISER. DO NOT FILL a WITH CONCRETE m 0 �a Gn ca U) cn O E E 0 co okn zu- � W . N CO ® U . In C. cn uji Y N 0 r W Lu oLu ~I U-i ~I � w LuO 0 OI 0 OI O Lu N N 0 z rn M o z W 0 N Q U W C7 d O O U SCALE: 1 /8"=1'-0" �-6SCALE: 3/4"=1'-0" FOR REFERENCE ONLY RE: BLDG 'C' SHELL PACKAGE t6,) SCALE: 3/4"=1'-0" FOR REFERENCE ONLY RE: BLDG 'C' SHELL PACKAGE A-6 % SCALE: 3/4"=1'-0" A. C-A I TOP OF WALL ELEV. 20'-0" FINISH FL( ELEV. 0'-0 ELEVATION BUILDING SECTION SCALE: 1 /8"=1 '-0" rj TOP OF WALL ELEV. 20'-0" FINISH FLOOR ELEV. 0'-0" ELEVATION PER LOCAL SITE CONDITION BUILDING SECTION A-7 i SCALE: 1 /8"=1'-0" 4 BUIL A-7 SCALE: 1/8"=1'-0" T.O. FIN. SCALE: 1 /8"=1'-0" TO-RESTROOMS/LOUNGE PT3 v MULLIONS (TYP.)� 4'X4'X5/8" FIRE RETARDANT TREATED PLYWOOD SECURE TO EXTERIOR WALL CONSTRUCTION FOR EAS SERVER. AREA 1)" 1'-1rA" LINE OF SUPPORT BEHIND WALL INSTALL 2'-0" WIDE X ;/8" PLYWOOD FULL HT. FOR WALL PROTECTION AT LADDE �—HOOP RINGS CAGE VERTICALS- (9) SPACES @ 40 OFF CAGE CENTER LINE AT LADDER NOTE: i BILCO LADDER UP SAFETY POST SEE 1 1 /AS-1.1 3" i I �\ 2'-6"x3'-0" INSULATED WALOK PAS v� ROOF HATCH, SEE 10/AS-1.1 BOTH SIDES /I1 1" ROUNDED EDGE & GRIND I GRIND SMOOTH �\ ROOF HATCH FRAMING =--------- ------------:_ ____:_-:::_:_:_- - EN E RAL NOTES ::=-_-__ =:_- _-_-__.._....:-:-:-_ _- 1. SEE SHEET A-3 FOR FLOOR AND WALL FINISHES. 2. SEE SHEET A-4 FOR REFLECTED CEILING FINISHES 3. ALL PLYWOOD TO BE 5/8" FIRE RETARDANT TREATED 4. NOT USED 1 COORDINATE LOCATION AND METHOD OF 2 1/2 "X 1/2 STL. 111 "x 1/2 FLAT GRAB ATTACHMENT WITH FLOOR PLAN BRACKET, WELD TO I I BAR WELD TO OUTSIDE LADDER RAIL & TO FACE OF LADDER EXISTING CONT. STRUCT. STL. MEMBER (TYP EA. (I Li RAILS (EA. RAIL) v o "x 6 ROOF ACCESS LADDER PLAN SIDE OF RAILS) I I 2 1/2 1/2 BAR LADDER RAILS o _ U� FACE OF STUD I I INSTALL 2'-0" WIDE X co >_ A-7 SCALE: 1 /2"-1'-0" FOR REFERENCE ONLY 6 I I 5/8" FRTD PLYWOOD X Q RE: BLDG 'C' SHELL PACKAGE A_7 FULL HEIGHT FOR WALL PROTECTION AT D� 0 I: LADDER.Lu V) 8 UJ I — BRIDGING FOR----,, 0 0 LADDER SUPPORTS II AS REQ'D. (TYP) N o - PT1 BEYOND —TS 4X4X1/4 STEEL MEMBERS Zo TO ROOF DECK I PAINT FULL HEIGHT WALL PT1 m I DING SECTION C-4.7 G2 G2 ENTRY BACKING C-4.7 THRU WALL T.O. FIN. FLR. 4 2/ #6 RE -BAR LADDER �0 RUNGS W/ABRASIVE 0 � � SERRATED STL. (TYP.) I I 5/8 " FRTD PLYWOOD. x¢ (' AS SCHED. - m 1 I; L 4" x 4" x 3/8" I N If I' x 2" LONG WITH 00 1 /4 5/8 DIA. EXPANSIO II ANCHOR TYP 0 FIN. FLR. / OSHA COMPLIANCE NOTE: THE HEIGHT FROM THE FLOOR SLAB TO THE TOP OF THE ROOF ACCESS HATCH CURB IS 17'-3". THEREFORE, A CAGE TO PROTECT THE LADDER IS NOT REQUIRED BY OSHA REGULATIONS. G.C. SHALL CONFIRM WITH OWN AND WITH STAPLES ON -SITE REPRESENTATIVE IF CAGE IS STILL REQUIRED BY TENANT OR LANDLORD. 7 EXISTING SECTION LADDER PLAN A-7 SCALE: 1 /2"=1'-0" FOR REFERENCE ONLY RE: BLDG 'C' SHELL PACKAGE 7 1 /4„ T.O. WALL (2) 4" CSJ 16GA f 10' -4 5/8" MTL STUD T.O. STEEL 5/8 GYP. BD. + 10'-4" WALL CAP T.O. STOREFRONT 2"X6" METAL ,h EL. 10'-0" I I TRACK WHERE WALL IS 7 1 /4" I DEEP � BESAM UNI-SLIDE DOOR UNIT HEAD DETAIL @ BESAM :8:::UNISLIDE DOOR �-7SCALE: 1 1/2"=1'-0" 5 3/8" —FRTD PLYWD HORIZONTAL BLOCKING CONDUIT RUNS - SEE ELEC. WRAP IN 5/8" MTL. STUDS TYPE "X" FIRE ,PTO. 1-0;-4„ RATED GYP. BD. PT1 T.O. STOREFRONT 4" TBS CHANNEL EL. 10 -0 - (2) 4" CSJ 16GA WOOD SHIM MTL STUD CLEAR ANODIZED GLAZING AS� ALUMINUM SCHEDULED STOREFRONT SYSTEM HEAD DETAIL ENTRY STOREF A-7 SCALE: 1 1/2"=V-0" INA N A-$ N 00 I �t- 0000 9 DO I �I � I ' '-10"- 8" CMU i d- KNEE WALL 11 a A-8 LC) I I I I I f 2 1 /4 TYP 1 /2 "x4-1 /2 "x4-1 /2" `BASE PLATE W/(2)-3/4" O ,l EXPANSION ANCHORS 1" TYP 1/4 N % BASE PLATE "E" 1� DETAIL (a- COLUMN 1.1 A-7 / SCALE: 3/4 = 1'-0" 2,_8 3/8" T-1 XFMR 1 12.5KVA TRANSFORMER \-(2)-HILTI 1/2" 0 HIT HY 20 6" WITH SCREEN TUBES 0 0 0 ,- -- KNEE BRACE PROVIDED BY VENDOR NO.9 SEE T-1 SHEET (1)-HILTI 1/2" 0 HIT HY 20 WITH SCREEN TUBE POWERPLUS PANEL SWITCHBOARD -SEE ELECTRICAL/ ELECTRICAL DWGS AND (10 TELE COMM ROOM FLOOR ANCHORS AS PER 116MANUF. SPECIFICATION EXISTING 8" REINFORCED Ct POWERPLUS ANCHOR (1)-HILTI 1/2" O HIT HY 20 WITH SCREEN BRACKET # 300060. TUBE TYP BY MANUFACUTER (1)-HILTI 1/2" O HIT HY 20 WITH SCREEN TUBE FINISHED GRADE 1 1 " CONCRETE SLAB REINFORCED CONCRETE FOUNDATION WALL SEE STRUCTURAL DWGS. NOTE: GC TO PROVIDE TEMPORARY SUPPORT FOR KNEE BRACE UNTIL ADHESIVE FOR HILITI BOLT IS CURED g,_4„ 4'--8 1/2" I ! I I I I 11� I I i A 88 I I I 5B i A-7 5C 5A A-7 A-7 12'-0 Y2 ENTRY I I I I 51_10„ ' 20'-0„I %2' %2 1 A-6 11 PART PLAN ENTRY SCALE: 1/2"=1'-0"N t7) VERIFY WITH SITE SPECIFIC CONDITIONS 9 A-7 Alk 4,_0„ 2„ 5 5/822 '6 3/ .�C I 1 I^ IN 8 �- A- 8 w N 9 � A-8 � 1 It- 9 A-7 3'-10"— 8" CMU j' KNEE WALL 9 I 1� B 1/ N V c O Q V (V C 00 c>3 �Lco�c U ^♦ Wco J ' U 2 Et0 cu � ALL z 0) E- j 04 W � co U) ' J U L O (/) c`3 s W c O E E O i ! co coown cZcna Q z U _� ® � ,, • 0. � � a t!1 Lu a m CC YeN a ZC i W z 0 w ce W UJ W O co 'Z:3I 0 N z o Z1 0 N ; � � Zco cn zLu 0 Lu Co N W u') U W C7 RE: BLDG 'C' SHELL PACKAGE FOR WALL SECTION EXTERIOR INTERIOR EXISTING STUCCO OVER EXISTING 5/8" GYP. BD. ON 6" SHEATHING MTL. STUDS @ 16" O.0 W/ INSULATION AS REQ'D. EXISTING BATT INSULATION AS REQ'D. EXISTING 3 5/8" 6" WIDE BOXED BEAM MTL. STUD © 16" OC- g'-g EXISTING FIRE RET. -- — - - - - T.O. WALL CAP TREATED WD BLOCKING r % I I 10'-4 5/8" AFF A 1 @'-0" AFF. — -- A,1.O_ STOREFRONT 10'-0" AFF. I i I 5/8" GYP. (2) 4" CSJ 16GA BOARD j I MTL. STUD BOXED EXISTING SEALANT ALUM. BREAK MTL BEAM COLOR TO MATCH MT'L SOFFIT EXISTING GLASS AS STOREFRONT AS SCHEDULED SCHEDULE EXISTING SECURITY FILM NOTE: REFER TO SHEET A10 f/ 1 FOR MORE INFORMATION SECTION ENTRY HEAD A-8 SCALE: 11/2"=1'-0" SEE PLAN EXISTING STRUCTURAL STL COLUMN — SEE SHELL DRAWINGS TELEPHONE MOUNTED TO STRUCTURAL COLUMN SALES AREA COL. PAINTED "GRAY" _ SEE - - I PLAN 6B� PLAN DETAIL @COLUMN. A-8 % SCALE: 11/2"=1'-0" FIRE EXTINGUISHER MOUNTED TO STRUCTURAL COLUMN. RE: BLDG 'C' SHELL PACKAGE FOR WALL SECTION EXISTING METAL { FRAMING WALL. INSULATION AS REQ'D. NE OF WALL BEYOND CLR. ANOD. ALUM. BRAKE MT'L OVER (2) LAYERS 3/4" PLYW'D SILL TO MATCH �- STOREFRONT. Q FINISH AS SCHED. BASE AS SCHED. FLOORING AS SCHED. F.F_ FIN FLR. EL. 0'-0» 8 SECTION_.@ STOREFRONT SILL - A-8 % SCALE: 11/2"=1'-0" 3 NOT USED A-8 RE: BLDG 'C' SHELL PACKAGE FOR ROOF DETAILS NOT USED RE: BLDG 'C' SHELL PACKAGE FOR ROOF DETAILS A-8 % SCALE: 1 1 /2 '=1'-0" 10_� NOT USED A-8 % RE: BLDG 'C' SHELL PACKAGE EXTERIOR EXISTING WALL. INSULATION AS REQ. EXISTING GLASS AS SCHED EXISTING CLEAR /—ANODIZED ALUMINUM STOREFRONT SYSTEM EXISTING CLEAR ANODIZED ALUMINUM BRAKE METAL TO MATCH STOREFRONT SYSTEM (2) 4" CSJ — 16GA MTL. STU D 2"X6" METAL TRACK WHERE WALL IS 7 1 /4" DEEP EXISTING CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM EXT. 5 NOT USED ' SHELL PACKAGE A-8 RE: BLDG'C (2) 1 /2" CONDUIT (41 DROPS FOR POWER �- j 10'-7 & DATA AT SERVICE 5/8" GYP. BD. ON DESK & VESTIBULE SEE ELEC. DWGS. CSJ-16GA MTL. S7 nn 6" METAL TRACK (B 3)-, JAI 101 SECURITY FILM - CLEAR ANODIZED 5/8" GYP. BD. ON BRAKE METAL TO I 6" MTL. STUDS © p STOREFRONT SYST[ 16 O.0 (TYP.) BACKER ROD & SEALANT TO MATCH STOREFRONT (TYP.) — I 5/8" GYP. BD. ON 71 /4" (3) 4" CSJ —16GA (2) 4" CSJ-16GA MTL. STUD MTL. STUDS 5/8" GYP. BD. ON 2"X6" METAL STUDS © 7 3/4" TRACK WHERE WALL IS 7 I UNI SLIDE AUTOM/ 1 /4" DEEP DOOR SYSTEM N'.11 B.4; _ 'Al �I 1 /2" CONDUIT DROP CORNER GUARD FOR SECURITY PEDESTAL DETAIL— SEE DETAIL 3/A-2.1 2"X6" METAL TRACK WHERE WALL IS 7 1 /4" DEEP SECURITY FILM. SEE SPEC. 11 ENTRY DETAIL "B" A-8 SCALE: 11/2"=1'-0" c� 5 12 NOT USED E A-8 SCALE: 11/2"=1'-0" r o o °O Vd CN M p � v •o � m , PT-4 >o U o, +4 i �a 3 U u� U C O 0 r� V cc c c 00 T m .L WM U W u J V w �' CLa LE > cu w M H U) c.� cn co cn c/) I. E E CL N P �aCIO C) a �� — �o •� 0 cl) Q CD mYN(L ix i r, co z W co w dQ 4 ` w �* LL Wcn W U) z 0 z w 8 D s 0 0 W co N W N d z m oo 0 coc�i Z Y w 0 U W c.7 a- O U 1 VES_ A-10 SCALE EXISTING STUCCO OVER SHEATHING EXISTING R-19 BATT INSULATION AS REQ'D EXISTING SEALANT COLOR TO MATCH MT'L SOFFIT EXISTING FIRE RET. TREATED WD BLOCKING AS REQ'D EXISTING STOREFRONT AS SCHEDULED I /'J" CI CVTQI C TL. GA " TSB 16 GA. RACK OP MTL. TRACK OR 6" MTL. TUD WALL. A"VG" AA=AI c`TI Irl VESTIB LE CORNER D A-10 SCALE. 3"=1'-,O" g SECTION @ STOR A-10 SCALE: 1 1/2"=1'-0" EXISTING 5/8" GYP. BD. ON 6" MTL. STUDS @ 16" O.0 W/ BATT INSULATION AS REQ'D. EXISTING FIRE RET. TREATED WD BLOCKING AS REQ'D NEW 5/8" GYP. BD. [(2) 4" CSJ 16GA MTL STUD - - - TOP OF VESTIBULE WALL EL. 10'-4 5/8"-,W BOTTOM OF STEEL EL. 10'-1 1 /2" TOP OF STORE FRONT EL. 10'-0" HOLD BREAK METAL FINISH TO MATCH STOREFRONT EXISTING MANUAL PULL —DOWN SUN SHADE AND ENDCAPS— SEE STAPLES SPEC. EXISTING SECURITY FILM LINE OF EXISTING WALL BEYOND EFRONT (2) 4" CSJ— 16 GA MTL. STUDS TOP AND BOTTOM MTL. TRACK 4" 16 GA EXISTING STUCCO OVER SHEATHING EXISTING R-19 BATT INSULATION AS REQ'D EXISTING SEALANT COLOF TO MATCH MT'L SOFFIT EXISTING FIRE RET. TRE) WD BLOCKING AS REQ'D EXISTING STOREFRONT AS SCHEDULED '2 COLUMN DETA A-10 SCALE: 3"=1'-0" 6" WIDE METAL STUD BOXED BEAM 6" TSB 16 GA. TRACK 4"X6" METAL STUD BOXED COLUMN 16 GA MTL. STUDS 4" TSB 16 GA. TRACK "Z" CHANNELS 5/8" GYP. BD IL AT BESAM DOOR VESTIBULE CORNER DETAIL_ A-10 SCALE: 3"=I'-0" 10 SECTION a@ STOR A-10 SCALE: 1 1/2"=1'-0" EFRONT A"VC" 1ArTAl C_TI Irl OTTO M D A-10�,/ SCALE: 3"=1'-0" _ SECTION A-10 SCALE: 1 1/2"=1'-0" (2) 4" CSJ— 16 GA MTL. STUDS BOXED BEAM CLIP ANG TOP MTL. TRAC 16 GA 5/8" GYP. BD 6" MTL. STUD WALL 6" MTL. TRACK C8 CHANNEL W 18X35 BEAM MC 12X31 CHANNEL 2X12 WOOD NAILER (2) 4" CSJ— 16 GA MTL. STUDS BOXED COLUMN 6" MTL. STUD WALL �3_� VESTIBULE DETAIL AT FRONT WALL EXISTING 8" CMU WALL — INSULATED AS REQ'D. L4x6x3/8 FIRE RET. TREATED SOLID WD BLOCKING AS REQ'D PAINT AS SCHEDULED PT-1 BOTTOM OF STEEL EL. 10'-1 1 /2" M OF SOLID WOOD BLOCK EL. 10'-0" HOLD BREAK METAL TO MATCH STOREFRONT SECURITY GRILLE A ""c" METAL 3OXED 16 4"X6" METAL STUD BOXED COLUMN 16 GA MTL. STUDS OU I I VIVI IVI I L_ I tCNI.r\ 6" 16 GA A--10) SCALE: 3"=1'-0" r (2) 4" CSJ— 16 GA LIP ANGLE y E 2 E 2 3" MTL. STUD NALL 0. WJ 30TTOM MTL. (RACK 6" 16 GA A � m O/� O fyV.IJ�'cd .--I oc �q�a w M o >o •� o Qo 8 c U R ,� U u� 5 � U C 0 O (Ln V c cco co .L coco=j V W co_j > Eco co 2 ce u- z m CLa Iz J co 1 co � — co �"" v) I..,..' C) �. � III 0 U) i _(D I I i �I 0 E L I i d � � � I —+r 0 m3 i �Lfz ; C Z) LLJ_0 ch 1 E() ? U _� fn L CL W o z m o S2 z O N 1— UJ u') � U U C7 d O U A-1 0 SPRINKLER & DOMESTIC WATJALL MAIN ENTRANCE SHALL MEETLOCAL CODE REQUIREMENTS RISER VERTICAL BE SHOWN - ®OVERHEAD SYSTEM FIRE PROTECTION SYMBOL LEGEND GENERAL NOTES 0 o VERTICAL POSITION AS SHOWN 00 O O SYMBOL DESCRIPTION �-�- MAXIMUM 1 ° DEFLECTION 1. THE FIRE PROTECTION SYSTEMS SHALL COMPLY WITH NFPA 13 - 2004 EDITION, THE FLORIDA z FROM VERTICAL FIRE PREVENTION CODE AND ALL LOCAL CODES AND REQUIREMENTS.; - CONTROL VALVE W(IAMPER SWITCH °° at N LE 2. FINAL SYSTEM ACCEPTANCE AND APPROVAL SHALL BE CONDUCTED BY STATE FIRE MARSHAL a a 4" CHECK VALVE _ WATER FLOW SWITCH(ES) N - CHECK VALVE �., w Q- TO F.D.C. AND ARCHITECT/ENGINEER. U � G SYSTEM GAUGES o-O - FLOW SWITCH 0 1� �° ° ° 3. THE CONTRACTOR SHALL PREPARE SYSTEM LAYOUT DRAWINGS PER CHAPTER 14, OF NFPA 13 - 2 MAIN DRAIN VALVE �--•-�,-4� • r-+ P� O DRAIN TO EXTERIOR WALLSPRINKLER AND DRAIN RISER 2004 EDITION. THE CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS. CONTRACTOR'SA ° SPRINKLER SYSTEM LAYOUT (SHOP DRAWINGS), HYDRAULIC CALCULATIONS AND MATERIAL �+ A CHECK VALVE-®- - - NEW SPRINKLER PIPING DATA SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND AUTHORITY HAVING � � o > o JURISDICTION FOR APPROVAL PRIOR TO SYSTEM INSTALLATION. l w v o o ° WALL POST INDICATOR 1 -REVISION REFERENCE C.ds cd VALVE (THROUGH WALL) 1 -DETAIL REFERENCE: "TOP -DETAIL, 4• THE CONTRACTOR SHALL PERFORM HYDRANT -FLOW TEST TO VERIFY WATER PRESSURE a Y O WITH TAMPER SWITCH FP-1 BOTTOM -DRAWING# SHOWN ON REQUIRED FOR HYDRAULIC CALCULATIONS. • `n 6" DOUBLE CHECK (OR AS REQUIRED BY U a ROCKWOOL PIPE LOCAL AUTHORITY HAVING JURISDICTION) 5. THE FIRE PROTECTION SYSTEMS SHOWN REPRESENT THE DESIGN INTENT OF THE ENGINEER OF INSULATION THROUGH BACKFLOW PREVENTION ASSEMBLY NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT RECORD, IN ACCORDANCE WITH STATE REGULATION 61G15-32. IT IS THE RESPONSIBILITY OF THE PARTITION OR WALL - PENETRATION APPROVED FOR VERTICAL INSTALLATON ---� 0 CONTRACTOR TO COORDINATE INSTALLATION WITH ALL OTHER TRADES. THE CONTRACTOR (INSULATED PIPE ONLY) SHALL PROVIDE COMPLETE SPRINKLER SYSTEM LAYOUT DRAWINGS WITH ANY ADDITIONAL 6" 6" WALL POST INDICATOR STAPLES UTILITY REQUIREMENTS OFFSETS, SPRINKLERS OR SYSTEM COMPONENTS AS REQUIRED FOR A COMPLETE AND PIPE INSULATION VALVE (THROUGH WALL) OPERABLE SYSTEM AND TO AVOID CONFLICTS WITH OTHER TRADES. (WHERE REQUIRED) WITH TAMPER SWITCH a FIRE PROTECTION WATER SERVICE: 6" 6. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING TYPES, HEIGHTS AND ALL FINISHED FLOOR 8" FLANGED SPIGOT MINIMUM HYDRAULIC INFORMATION REQUIRED: ASSOCIATED DATA. 14" STEEL SLEEVE. 788.3 GPM OVERHEAD 7. ALL DRAIN AND DRY PIPE SYSTEM PIPING AND FITTINGS SHALL BE GALVANIZED BOTH INSIDE AND G.C. SHALL COORDINATE WITH CIVIL EXTEND TO 3" AFF 500 GPM HOSE STREAM OUTSIDE. N� ENGINEER OF RECORD AND FIRE 1288.3 GPM WITH 40.4 PSI @ B.Q.R. / PROTECTION CONTRACTOR FOR LEAD 8. INSTALL ADDITIONAL SPRINKLERS UNDER ALL EXPOSED DUCTWORK OR OBSTRUCTIONS PIPE SLEEVE (CONIC. OR / FIRESTOP MATERIAL IN TO FIRE PROTECTION RISER. --� EXCEEDING 48" IN WIDTH. PROVIDE ADDITIONAL SPRINKLERS AS REQUIRED FOR PROPER MASONRY WALL ONLY -/ 4FL\� COVERAGE OF OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. 3 -.)C 9. ALL SPRINKLERS INSTALLED WITHIN MECHANICAL ROOMS, STORAGE ROOMS, JANITORS ELEVATION - WALL PENETRATION REFER TO DRAWING T-2 FOR ADDITIONAL FIRE PROTECTION CLOSETS OR AREAS SUBJECT TO MECHANICAL INJURY SHALL BE PROTECTED WITH LISTED NOTES AND PERFORMANCE SPECIFICATIONS. GUARDS. 10. COORDINATE PIPE ROUTING WITH DUCT ROUTING, EQUIPMENT LOCATIONS, ELECTRICAL Firestopping of Penetrations Through Walls Detail - Fire Riser-u fT 2 �( s-1 INSTALLATIONS AND BUILDING STRUCTURAL MEMBERS. DO NOT ROUTE PIPING OVER 1 Scale: None 2Scale: None ELECTRICAL PANELS. PIPING ROUTED OVER ELECTRICAL PANELS SHALL BE REROUTED AT NO j I ADDITIONAL COST. I II I 11. PROVIDE TAMPER SWITCHES ON ALL CONTROL VALVES. _ 12. SLOPE ALL PIPING TO THE SYSTEM MAIN DRAIN AS REQUIRED TO INSURE PROPER DRAINAGE. IT - -� IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL PIPING IS DRAINABLE. ADDITIONAL 11 C-0.5 1 [ C-0 C-1 j CC-1,6) C- 1 C-3 ' 11.5 DRAINS AND PLUGS SHALL BE INSTALLED WHERE REQUIRED TO COMPLY WITH THE ABOVE \`- ` ti f� ! ` REFERENCED CODES. - -`'-� IN = I j 13. ALL ROLL GROOVED AND CUT GROOVED COUPLINGS AND FITTINGS SHALL BE PROVIDED BY A - -- ---- - - T-A SINGLE MANUFACTURER. EA TING INSPECTORS TEST AND DRAIN - - V tl- 14, SPRINKLERS SHALL BE CENTERED IN CEILING TILES iN AREAS WITH LAY -IN TILES AND VISUALLY I ! \\ ALIGNED IN AREAS WITH SMOOTH CEILINGS. EXISTING SPRINKLER AND DRAIN RISER. SE jDETAIL ON THIS SHEET I (€ T_B I 15. THIS BUILDINGS STRUCTURAL SYSTEM HAS BEEN DESIGNED TO SUPPORT THE ADDITIONAL Q� IRE PROTECTION f f _ WEIGHT ASSOCIATED WITH THE SPRINKLER SYSTEM. SE CONTRACTOR DOCUMENTS i ( ! \1 16. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGI I AS POSSIBLE TO O j FOd CONTINUATION C EXISTING UNDERGROUND FIRE ALLOW THE OWNER MAXIMUM USE OF THE SPACE. MAIN. SEE CIVIL DRAWINGS FOR EXACT LOCATION, SIZE ` \ I T 1 17. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE AND CONTINUATION \ INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM MAXIMUM 22" BELOW ROOF 2_ . _- .. __ __-.-__._.._ _ _,.; T_D DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY -ON FIRE PROOFING THAT MAKES THE JOIST O r �- e--. LID HALL B TREATED I ,� A r « �. � _ �,,�� SO S E BATED LIKE A BEAM WITH THE SPRINKLERS 1 BELOW THE BOTTOM OF THE \ \ - FIRE PROOFING. i I I � I ,% ...I -._. / I.. .,.._._1_..._.,....._-.. _A .. ..... ..... __.. .A...._... ... ..-. ,..,._.._._._...... {, _ .. ...-.,._J. __..., .I. .......___......_l__, »_1_...."'__, ,. ,._4.,....., .. _..I...._.--__..._1____._,__.__-1_...__..,._..__J_ ..._!_.....,__.. , ...___l_ _....._..... __1......_... .._..._ A ...._.._.._.__.........._-. / 1cu 00 ,� 18. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS V N �- L - - r ! WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING J cCO o J -- -._ - _ - ..-_ - \- - Cu M A � I � r r ' - �\, OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. SEE , _ y FIRE RATED PIPE PENETRATION DETAILS. J O LLCu 1. T� I - - - tL - - j 19. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES. w _ Cu O ;cj .� z (D CD � co I- fJ) Fr/1 -r: i q FLORIDA ADMINISTRATIVE CODE I ; r ,,, CHAPTER 61 G15 32 NOTES I CA, € I I a , I f 1. THE FIRE PROTECTION SYSTEM SCOPE OF WORK SHALL INCLUDE THE PREPARATION AND DESIGN OF _ O_ t .PROVIDE ALL EQUIPMENT, QU PMENT O ( THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS ( ) t L V MATERIALS, COMPONENTS , I ` , ASSEMBLIES AND SUPPORT SYSTEMS REQUIRED, AS DESCRIBEDIN $ � Cu NFPA 13. THE FIRE PROTECTION CONTRACTOR SHALL CONDUCT A HYDRANT FLOW TEST AND PERFORM HYDRAULIC CALCULATIONS FOR THE DESIGN OF THE FIRE PROTECTION SYSTEM. LL _ -- -�-: I` I Cis Q ul 2. THE FIRE PROTECTION DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING OF S THE FIRE PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2004 EDITION; NFPA24, a 2002 EDITION; THE FLORIDA BUILDING CODE AND THE FLORIDA FIRE PREVENTION CODE 2004 - _ - EDITION AND ALL LOCAL CODES RE E Cu C 0 S REQUIRED BY THE AUTHORITY HAVING JURISDICTION.Cu I II \ ' I 3 AREA OCCUPANCIES AND AZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE / I LOCATED ON THIS SHEET. H , I . Cn \\ - - - - - _' ___.- . ___ .._. HE .__.-,.. ...._.. __._.__-.a__ ._ - �� 4. ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE �n C'B ,�- ",_ \ - WITH THE FACP ON THE SUPERVISORY CIRCUIT, ALL FLOW SWITCHES SHALL INTERFACE WITH THE - ------ V E - \ FACP ON THE ALARM CIRCUIT. E 06 CB 5. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE SIGNED AND SEALED FIRE \ j O PROTECTION SYSTEM LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS AND SHALL BE THE O Cu ENGINEER OF RECORD. SIGNED AND SEALED FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS [ WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND THE CU �C-B 2 LOCAL AHJ FOR ACCEPTANCE PRIOR TO PERMITTING. L L - 6. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE O -- fill i1r� ulu u u PROTECTION USE AND IN ACCORDANCE WITH NFPA 13. ALL FIRE PROTECTION EQUIPMENT AND E AL E THEU.L.LISTED D FM APPROVED. a - B` 7 THE POINT OF SERVICE AND THE WATER SUPPLY CHARACTERISTIC'S FOR THE FIRE PROTECTION 3 - N� - VED - - \ __1 .._:-i-.-._,_ _ --: , _� . r _._.....__._ , ...-. _, _.__ ,_..,,.. --- �_..... SYSTEM IS SHOWN ON THE CIVIL SITE PLAN.CU - ♦--� M aaFoul 8. THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF oa - =- MICROBIAL INDUCED CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY THE M J ARCHITECT/ENGINEER OF ANY EVIDENCE OF MIC AND PROVIDE NECESSARY WATER TREATMENT LL U ' 7 I AS NEEDED TO REDUCE OR ELIMINATE MIC. ? co a _ - '3C-B.5 9 D BACK FLOW PRVENTION DEVICES SHALL MEET WITH ALL WATER PURVEYORS "' REQUIREMENTS.= - --(C-)B6 CD - x 0 L.... °° w w _ m Y N i $ O O Na LL w FIRE PROTECTION SPRINKLER LEGEND F MP FINISH STYLE PLATE MFG. 0 OC-B.7 ON e E • SYMBOL 0112" 1550 RESPONSE QUICKK 5.6 CHROME F0IDFRL RECESSED CHROME RELIABLELu Lu - 112" 1550 d Lu _ 1/2" 155° a u F1FR HDIGD ABLE O QUICK 5.6 BRASS F1FR UPRIGHT NONE RELIABLE ui E � w - - - AWING CRITERIA € THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR E (C-C DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT. / - - \ I 1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS f I 2. NFPA 24, PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES - - - - 3. FLORIDA FIRE PREVENTION CODE-2004 EDITION m ' � a - ENTIRE BUILDING (EXCEPT AS NOTED): OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 2 SYSTEM TYPE: WET PIPE � 0 0 o DESIGN DENSITY: .20 GPM/SQ. FT. _ HYDRAULIC REMOTE AREA: 1,500 SQ. FT. k a asuj F_ ( SPRINKLER ORIFICE SIZE: 1/2" 3 SPRINKLER TEMPERATURE RATING: 155°F •!�• co �� DURATION OF SUPPLY: 60 - 90 MIN. ����e o MAXIMUM COVERAGE/SPRINKLER HEAD: 130 SQ. FT./QUICK RESPONSE TYPE �`� cn HOSE STREAM ALLOWANCE: 250 GPM r _ BATHROOMS: ' % a OCCUPANCY CLASSIFICATION: LIGHT HAZARD w O. 0 0 0 0 4 0 1 U 9 0 0 0 0 0 0 1 ' SYSTEM TYPE: WET PIPE W z \ l DESIGN DENSITY: .10 GPM/SQ. FT. g A! Q �' �'rt• HYDRAULIC REMOTE AREA: 1,500 SQ. FT. z uj G LCSPRINKLER ORIFICE SIZE: 1/2" m I �' �Lnj I SPRINKLER TEMPERATURE RATING: 155°F o LL / I - DURATION OF SUPPLY: 30 MIN. ii U) co C, 0 MAXIMUM COVERAGE/SPRINKLER HEAD: 225 SQ. FT./QUICK RESPONSE TYPE E uQJ oI oI HOSE STREAM ALLOWANCE: 100 GPM $ „; N N 0 -- ° °a a _ -' DRAWING LISTC-D C-D _.,,,._.. NO. TITLE a I � z m o n \ FP001 Fire Protection Floor Plan & General Information © w o w Lu Fire Protection Floor Plan c $ a SCALE: 1 /8"=1'-V' y FP-1 CC 0.� C-1� / C-2 C-3) � -4� � C�4.6 G- �� (C-4.9�`C-5� (C-6 } C-cl C-D C-0.5 0 .9 Cl II I II F L )+ - - ------ F Lj RETURN AIR PLENUM FOR RTU-6 — C-1,6 REFER TO SHEET A-4 FOR CEILING COORDINATION WITH LIGHT FIXTURE AND DIFFUSER LOCATIONS. U7 _71 Jr 31 -T L J NN T, 14 /I v s Lj Ul 4 L-1 ;t' RTU-3 26"X20" SUPPLY DUCT PROVIDE 24"XI8" GRILL ON IN CON ROOF) TWO F CE5 AND 16"X16" ON OTHER TWO FADES CO2 SENSOR MOUNTED 0 Al 125 60A ®�1". F PROVIDE TURNING VANES IN 900 BEND. SEE I t — PON ROOF) DETAIL 6 ON SHEET M-2 (TYP. RTU-1, 2,3, & 4) 2 En 000 F- ill I Mall) 4- -(ON,f 0 F) IS] Wxl4 6'10 6" A 100 FAT1570 H 300 7 N\ 71 �1 all131M i ,2 T-2 T 14X 14(160) AT 45*RETURN AIR DUCT OPENING WITH 1/2" WIRE MESH SCREEN ABOVE CEILING II I RETURN AIR PLENUM FOR RTU-4 I FOR EQUIPMENT LOCATIONS, DIMENSIONS, ROOF & WALL OPENINGS REFER TO ARCHITECTURAL PLANS. Mechanical Floor Plan N SCALE: 1/8"=l'-O" C-0.9 (C-3) CC-4 cc-, 4. 9 C - 5' C-B B,)5 C) er -tog 00 e5 ao C 0 CL =3 0 cu cc 00 ;D- cf) a) U cv) -0cu 0 _j 0 LLI LL Ecu M 2 LaL) z 0) oci c,4 E > (D cc +1 U) U) (D CDL cu cn c 0 E E 0 N, -1 .. 00 co cu o i t�� C::) co 0:3 LLI 0 06 -E u z F- 8 co) CL co 0Y (D N a. (L e E 4% 16 E d Z M Qco M to CD LLI Ok Q M C-4 0 LIJ �i \ T-B J C-A E C-Al }- ._.. C-B - - C-A.9 } - - C-B.7 (C-D� `e! / COORDINATE EXACT LOCATION OF MECHANICAL UNITS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS, REFER TO RTU CURB DETAIL ON MECHANICAL DETAIL SHEET AND STRUCTURAL DRAWINGS FOR RTU INSTALLATION. COORDINATE WITH MANUFACTURER'S RECOMMENDATIONS. RUN CONDENSATE FROM MECHANICAL UNITS TO GUTTER AND TERMINATE WITH APPROVED AIR GAP. REFER TO ARCHITECTURAL ROOF PLAN FOR LOCATION OF GUTTERS. REFER TO CONDENSATE TRAP DETAIL ON SHEET M-2 FOR PIPE SIZE. REFER TO PIPE SUPPORT DETAIL ON SHEET M-2 FOR INSTALLATION. 4� INSTALL FLEXIBLE CONNECTIONS BETWEEN ALL DUCT WORT( AND MECHANICAL UNITS. Q REFER TO MECHANICAL ROOF TOP UNIT DETAIL, ON SHEET M-2 AND STRUCTURAL DRAWINGS FOR MECHANICAL EQUIPMENT TIE DOWN DETAILS. COORDINATE WITH MANUFACTURER'S RECOMMENDATIONS. v W c 0 Q- O L- bJ MCI') 00 .L cucc) U U U g (B N a � c6. N z L.. > w c �cMHto J U O _(D Q Ca U) I cn E E O U a� N c M V cy)cn LL- c: 0 LLI z � L.. U U) fl- N 0 m Y N 0- a ,F a ae U z t 6'' w LL E W m m -fop E 5 w o i � U w o 0 Q J Lu cod O N co' QG N z W O ~ to WW ® M Y Y ^w9 N w t!) U M-1 .5 NOTE: G.C. SHALL BE RESPONSIBLE FOR COORDINATION OF ALL ACCESSORIES. ALL ACCESSORIES SHALL BE PROVIDED AS A PACKAGE TO STAPLES. NAME PLATE-� - --AIRFLOW CONFIRMATION _ STAPLES SWITCH ELECTRONIC I RTU-1 THERMOSTAT EfM DIRTY FILTER MODULE SWITCH DUCT TEMP -RETURN Alft INSULATED FLEXIBLE DUCT, SENSOR co L SENSOR INSIDE DIAMETER AS NOTED ON PLANS - FLEX DUCT IS DTS RAS INTENDED TO FACILITATE PRECISE ROOF UNE� i�� STANDARD LOCATION. (6'-0" MAX.) ROOF CURB ROOM TEMP CO2 SENSOR SENSOR IN RETRUN AIR DUCT COMMUNICATION CABLES WIRING BY STAPLES (SEE EMS NOTES DRAWING M-1) 1. ETM, DUCT SENSORS, AIRFLOW SWITCH AND DIRTY FILTER SWITCH ARE FACTORY INSTALLED. 2. THE DTS, (DUCT TEMP SENSOR) IS LOCATED IN THE RETURN AIR DUCT WITHIN THE ROOF TOP UNITS. 3. LANDLORD FURNISHED UNITS ARE TO BE PROVIDED WITH FACTORY PRE -WIRED ENERGY MANAGEMENT SYSTEM (EMS) CONNECTIONS. 4. REFERENCE EMS RISER NOTES ON ELECTRICAL DRAWINGS. 5. NUMBER RTU'S AS INDICATED ON STAPLES EMS SYSTEM. 6. ROOM TEMPERATURE SENSOR TO BE FURNISHED BY LENNOX AND INSTALLED BY STAPLES. 7. CO2 SENSOR TO BE FURNISHED BY LENNOX, INSTALLED BY HVAC CONTRACTOR & WIRED BY ELECTRICAL CONTRACTOR. DETAIL -OOFTOP EMS NO SCALE Wlhl(_ All IT nnm 4 DETAIL -VOLUME DAMPER M-2 NO SCALE s fib' �4 3% x 21Y2 RETURN AIR DUCT OPENING RETURN AIR SUPPLY AIR 21' OPENING OPENING RTU-1, 2, 3, 4 AND 6 Z4xZU UUGI OPENING (TYPICAL 2) 30A x 2174 SUPPLY AIR DUCT OPENING DETAIL -DUCT RTU CURBS M-2 NO SCALE INSULATE TOP OF DIFFUSER CEILING DIFFUSER INSULATION SUPPLY DUCT - FLARED SPIN -IN FITTING WITH MANUAL DAMPER SECURE FLEXIBLE DUCT TO DIFFUSER NECK AND SPIN -IN FITTING WITH STAINLESS STEEL SCREW CLAMP 1__1IBC+1 141 C i' 7E �1�� � � �1►I f'E01l•1 NO SCALE V.D. L = 1/4W, 4" MIN. NOTE: NOTE: IN GENERAL, ELBOWS TO HAVE FULL AIRFOIL BLADES TO BE USED WHERE TURNING RADIUS (R=A). WHERE "R" NORMAL RADIUS ELBOW IS IMPRACTICAL IS LESS THAN A" BUT NOT LESS THAN & WHERE ELBOW IS WITHIN 5 FT OF A 1/3"A", USE ONE VANE SPACED AS BRANCH TAKE -OFF OR BOOSTER HEATER SHOWN. WHERE "R" IS LESS THAN (TO ASSURE STRAIGHT FLOW). 1/3"A", USE TWO VANES SPACED AS SHOWN. MINIMUM RADIUS (R) = 4 INCHES. 3 DETAIL -TURNING VANES M-2 NO SCALE iff SUPPLY COORDINATE DIMENSIONS WITH SHEET M-1 I 1 14'-6" AFF 28X20 RETURN DUCT PROVIDE 48"x24 RETURN GRILL 1'-0" (MIN.) ABOVE o SUPPLY GRILLS. TITUS MODEL. 350ZRL (TYP. RTU-1, 2, 3, & 4). RECTANGULAR BRANCH ENTRY 5 DETAIL -DUCT TAKE -OFFS M-2 NO SCALE NOTE: TOP OF RTU CURBS SHALL BE LEVEL SHIM AS REQUIRED. PROVIDE PLUG FOR PROVIDE CLEANOUT AT EACH MAINTENANCE -----,,,CHANGE OF DIRECTION OR EVERY 30' DRAIN LINE. SLOPE ;�: TAA� WITH FLOW 1/8"/FT TO LOCATION SHOWN ON DRAWINGS A = FAN SUCTION PRESSURE + 1 INCH CONDENSATE CONDENSATE PIPE PIPE SIZE SIZE BELOW SLAB MAX. TONS ABOVE SLAB OR BELOW GRADE 2 3/4" 1-1/4" 5 1'I 1-1/2" 30 1 1/4" 2" 7 CONDENSATE DRAIN TRAP DETAIL M-2 NO SCALE RTU-5 13'- 6" AFF I 28"X20" SUPPLY DUCT PROVIDE 24"X18" GRILL ON TWO FACES AND 16"X16" ON OTHER TWO FACES TO CREATE A 4-WAY DISTRIBUTION. TITUS MODEL 30ORL. (TYP. RTU-1, 2, 3, & 4). DETAIL- SUPPLY + RETURN GRILLS NO SCALE RTU X Q 148" MAX. HEIGHT ABV. FRAM E] 0 101 '. \r \ RTU TIE -DOWN DETAIL NO SCALE #12 TEK SCREW (TYP.) ROOF MEMBRANE CEMENT NOTE: PRE-ENGINEERED CURB BY RTU SUPPLIER NAILER SUPPLIED W/ CURB, ATTACH TO CURB AS PER MANUFACTURER'S RECOMMENDATIONS / SPECS. RAIL SECURE CURB TO STEEL FRAME USING #12 TEK SCREWS, 2 @ EA. CORNER & 12" O.C. BTW. STL. DECK Lp MICRO -HOLD (8 MIN.) (2 EA. SIDE) MICROMETL, 16 GA. MICRO -HOLD HOLD DOWN. ATTACH TO UNIT RAIL REF: MANUF. FOR INSTALLATION REQUIREMENTS PLUMBER STRAP SCHEDULE 40 PVC CONDENSATE PIPING MICRO PIPE SUPPORT 4'-0" 0. C. ROOF SYSTEM CONDENSATE PIPE SUPPORT ON ROOF NO SCALE PACKAGE ROOFTOP A.C. UNIT SCHEDULE 1,110 DESCRIPTION RTU-1 RTU-2 RTU-3 RTU-4 RTU-5 RTU-6 REMARKS SERVICE SALES SALES SALES SALES FRONT OFFICE OFFICES/RECEIVING -- LENNOX MODEL NO. !- LCA120H4B L_CA'120H4-B LCA120H4B L_CA120H4B LCAO36H4B -REAR LCA120H4B NOMINAL TONS 10 10 10 10 3 10 SUPPLY AIR (CFM) 4,000 4,000 4,000 4,000 1200 4,000 OUTSIDE AIR (CFM) 1,110 1,110 1,110 1,110 200 940 DRIVE TRAIN BELT BELT BELT BELT BELT BELT HEATING (KW) 22.5 22.5 22.5 22.5 7 22.5 EXTERNAL S.P. .80 .80 .80 .80 .50 .80 SUPPLY FAN HP A 3 3 3 3 3/4 - 3 EER 11.2 11.2 11.2 11.2 13.4 SEER 11.2 MOCP 45 45 45 45 20 45 MCA. 42 42 42 42 16 42 VOLTAGE/PHASE 460V/30 46OV/30 460V/30 460V/30 460/30 460'V/30 WEIGHT (LBS.) 1360 1360 1360 1360 775 1360 NOTES: ACCESSORIES FACTORY INSTALLED: A. NOVAR 2051 EMS MODULE 1. EXTERNAL STATIC PRESSURE CONSISTS OF DUCTWORK, DAMPER, AND AIR DEVICES. IT DOES NOT INCLUDE COILS, FILTERS, MIXING B. ECONOMIZER GLOBAL CONTROL PLENUMS, ETC. C. BAROMETRIC EXHAUST 2. ALL COOLING CAPACITIES ARE NET. FAN MOTOR HEAT MUST BE ADDED TO OBTAIN TOTAL COIL LOAD. 3. LANDLORD SHALL ENSURE THAT ALL ITEMS LISTED UNDER "ACCESSORIES TO BE PROVIDED BY MFG. ARE COORDINATED. IF MFG. D. 11OV GFI OUTLET DOES NOT HAVE ANY ITEM AVAILABLE, LANDLORD SHALL PROVIDE, COORDINATE, AND INSTALL SEPARATELY, REGARDLESS, ALL ITEMS SHALL BE PROVIDED TO STAPLES, NO EXCEPTIONS. ACCESSORIES FIELD INSTALLED: 4. ALL COOLING VALUES ARE TO BE BASED ON SITE ELEVATIONS. 5. PROVIDE VERTICAL FLOW TYPE SUPPLY AND RETURN. A. ROOF CURB 6. ROOF TOP UNITS SHALL HAVE AIR SIDE ECONOMIZERS. B. CO2 SENSOR 7. PROVIDE FACTORY INSTALLED WEATHERPROOF GFI 110 VOLT SERVICE OUTLETS. 8. SMOKE DETECTORS SHALL BE INSTALLED ON SUPPLY AND/OR RETURN AIR DUCTS AS REQUIRED BY LOCAL CODE AND AUTHORITIES. DETECTOR SHALL BE FURNISHED AND WIRED BY ELECTRICAL CONTRACTOR AND INSTALLED BY HVAC CONTRACTOR. SMOKE DETECTORS TO SHUT DOWN RTU COMPLETELY INCLUDING CONTROL CIRCUIT. 9. ROOF TOP UNITS SHALL BE FULLY EQUIPPED WITH ENERGY MANAGEMENT SYSTEM (EMS) ACCESSORIES AND TO BE CONTROLLED BY EMS. 10. ROOF CURBS TO BE INSULATED PER DETAIL ON SHEET AS-1.1 11. EQUIPMENT OPERATION CERTIFICATE (EOC) BY AUTHORIZED MANUFACTURER'S REPRESENTATIVE. 12. NUMBER ROOF TOP UNITS AS INDICATED ON STAPLES EMS SYSTEM. 13. LANDLORD SHALL PROVIDE ALL REQUIRED PREVENTATIVE MAINTENANCE AND FILTER CHANGES BEFORE TURN OVER TO STAPLES, PER LEASE REQUIREMENTS. 14. ROOF TOP UNIT DISCONNECTS - SEE RESPONSIBILITY SCHEDULE. 15. ROOF TOP UNITS SHALL BE POWERED AND RUNNING AT TIME OF INSTALLATION, STARTUP PROCEDURE BY HVAC CONTRACTOR. 16. ROOF TOP UNITS SHALL BE CAPABLE OF OPERATING STANDALONE BYPASSING NOVAR CONTROLLER. EF SCHEDULE UNIT NO. TEF-1 LOCATION ROOF MOUNTED AREA SERVED TOILETS SERVICE EXHAUST FAN TYPE CENTRIFUGAL CFM-TOTAL 550 E.S.P.,IN.,W.G. 0.5 FAN RPM 1550 DRIVE DIRECT MOTOR HP -MIN. 1 /4 MOTOR RPM 1100 VOLTS/HZ/PHASE 120/60/1 MOTOR ENCLOSURE ODP SONES 5.7 VIBRATION ISOLATORS RUBBER IN SHEAR ROOF OPENING 11.5"x11.5" MFR. SEE SPECIFICATIONS MODEL # SEE SPECIFICATIONS REMARKS 1. PROVIDE NEW SELF -FLASHING CURB, GRAVITY BACKDRAFT DAMPER, ALUMINUM BIRDSCREEN, DISCONNECT SWITCH. FAN TO BE ENERGIZED FROM LIGHT SWITCH. 2. EXTERNAL STATIC PRESSURE CONSISTS OF DAMPERS, DUCTWORK AND AIR DEVICES. 3. PROVIDE INTEGRAL MOTOR RATED DISCONNECT SWITCH. AIR DEVICE SCHEDULE TYPE DESCRIPTION NECK FACE DAMPER NOMINAL CFM SIZE RANGE SQUARE CEILING 06 6X6 OBD 0 - 100 DIFFUSER,MODEL TDC, ALUMINUM 06 9X9 OBD 100 - 150 CONSTRUCTION, 08 12x12 OBD 200 A ROUND NECK. 10 12xl2 OBD 250 12 12x12 OBD 300 CL 12 1505 OBD 350-400 U) 14 15x15 OBD 450-500 SIDE WALL DIFFUSER - 1Ox8 1Ox8 OBD 0 -200 ® B MODEL 300 FS 18x6 18x6 I OBD 250 -450 27x8 27x8 OBD 500 -800 DRUM LOUVER 18x6 18x6 OBD 0 - 400 C MODEL DL 20x1O 20x10 OBD 450 - 700 RECTANGULAR CEILING 24x24 N/A UP TO 2000 D GRILLE, EGGCRATE - MODEL 50F SURFACE MOUNT 12x8 N/A 0 - 250 LOUVERED - 18x10 N/A 300 - 500 MODEL 25RL E 24x12 N/A 550 - 900 36x14 N/A 950 -1500 RECTANGULAR CEILING 10x10 12x12 OBD 0 - 250 REGISTER LOUVERED - In F MODEL 50F 16x16 18x18 OBD 300 - 700 22x22 24x24 OBD 750 -1300 x w RECTANGULAR LOUVERED 18x10 1 8x1 0 OBD 300 -400 G FIXED DEFLECTION - ® MODEL 4FL DOOR RETURN GRILLE 24x12 24x12 N/A 0 - 300 H FIXED DEFLECTION - 24x20 24x16 N/A 600 -800 MODEL CT-700L REMARKS - APPLY TO ALL UNITS: 1. MODEL NUMBERS ARE TITUS UNLESS OTHERWISE NOTED. 2. PROVIDE 24x24 MODULE FOR ALL DIFFUSERS INSTALLED IN LAY -IN CEILINGS. 3. FRAME ALL AIR DEVICES FOR APPROPRIATE CEILING TYPE. 4. PROVIDE ALUMINUM FRAME FOR HARD CEILINGS IN TOILETS. LEGEND \IPUH SCHEDULE UN NO. GUH-1 LOCH ON RECEIVI AREAS vED RECE ING CFM - MI IMUM 52 CAPACITY - BH - INPUT/OUTPUT 0/24.3 FUEL NATURAL GAS GAS PRESSURE - IN. W.C. MIN. 5 FAN TYPE PROPELLER DISCHARGE HORIZONTAL FAN MOTOR H.P. 1/20 FAN MOTOR RPM 1,650 VOLTS/HZ/PHASE 115/60/1 ODP FAN MOTOR ENCLOSU E MOUNTING HEIGHT F.F. - MIN. 12'-0" FLUE TYPE SINGLE WALL FLUE SIZE - NCHES 4 MFR. L NOX MODEL LF24 30A VIDE WITH DISCHARGE LOUVERS. VIDE THERMOSTAT MOUNTED ON WALL. VIDE SPARK -IGNITED, INTERMITTENT SAFETY OT WITH ELECTRONIC FLAME SUPERVISION A ED LOCKOUT. VIDE MANUAL SHUTOFF VALVE AND UNION. /4R 7771 SUPPLY AIR DIFFUSER - ARROWS INDICATE 90 DEGREE DUCTWORK ELBOW WITH PATTERN. NO PATTERN SHOWN EQUALS 4-WAY TURNING VANES. RETURN AIR GRILLE RADIUS DUCTWORK ELBOW - ROUND OR RECTANGULAR EXHAUST GRILLE (120) ROUND DUCTWORK. DIAMETER INDICATED FLARED SPIN -IN WITH DAMPER AND FLEX DUCT CONNECTION) IN INCHES (DIFFUSER RECTANGULAR DUCTWORK. SIZE INDICATED IN ROUND DUCT BRANCH TAKE -OFF FROM 20X12 INCHES, FIRST NUMBER IS SIDE SHOWN RECTANGULAR MAIN WITH CONICAL TAP 20X12 (120) ROUND OR RECTANGULAR METAL DUCTWORK DUCTWORK SIZE TRANSITION FLEXIBLE DUCT SUPPLY OR OUTSIDE AIR DUCT UP SUPPLY OR OUTSIDE AIR DUCT RETURN AIR DUCT SUPPLY OR OUTSIDE AIR DUCT DOWN RETURN AIR DUCT UP RELIEF OR EXHAUST AIR DUCT II�LL���� O THERMOSTAT RETURN AIR DUCT DOWN TS TEMPERATURE SENSOR RELIEF OR EXHAUST AIR DUCT UP CO2 CARBON DIOXIDE SENSOR RELIEF OR EXHAUST AIR DUCT DOWN AFF ABOVE FINISHED FLOOR VOLUME CONTROL DAMPER TYPE OF DIFFUSER/GRILLE A 160 AIRFLOW (CFM) OUTSIDE AIR I CALCULATION RETAIL FLOOR AREA RTU AREA (SF) CFM/S.F. (1) CFM REQUIRED SUPPMLIED RECEIVING AREA RTU-6 2,458 0.15 370 940 SALES FLOOR & COPY CENTER RTU-1,2,3 & 4 14,800 0.3 4,440 4,440 NOTES: (1) PER TABLE 403.3 - FLORIDA BUILDING CODE - MECHANICAL 2004 OFFICE AREA OUTSIDE AIR CALCULATION AREA (S.F.) RTU PEOPLE / S.F. (2) CFM / PERSON (1) CFM REQUIRED CFM SUPPLIED 478 RTU- 5 6 20 120 200 NOTES: (1) PER TABLE 403.3 - FLORIDA BUILDING CODE - MECHANICAL 2004 (2) ACTUAL PEOPLE COUNT V C ^o W 0 Q O V cu000 C Co v- Mc jj���� U W u J U Lu LL co Cm a(D �C > w CD H U) J U L O �L CD _W DL c U) 1 O E E O U i CL II N cu co U �=y0 cna� 0 mLu Yer a w cn z a CD w cr 06 cn cu a� 0 w U J Q w w cn z w w Y hizz w CD 0 N & " ; 0 0 j` CI CD No co col 001 0 z F- rn M cc N Lu it> _ 0�1.� U UJI U d C3 M-2 DOMESTIC WATER MAIN T. y T-Q -11=2 T-1 ENTRANCE SHALL MEET ALL LOCAL CODE REQUIREMENTS. C-0.5) �C-0,9 C-11 C-1 B C-2 C-3 C-4 i -- - Tr' I i EXST WATER ENTRANCE WITH 2" RISER. SEE DETAIL 9/P-2 SEE EXST 2"CW. SEE CIVIL J TI A ON FOR CONTINUATION rA .. . ......... EXST WALL HYDRANT 4- FOR PIPING DETAILS & SIZES IN THIS AREA, SEE RISER DIAGRAMS ON DWG. P-2. EXST WALL HYDRANT T-B T-C (OC-A.9 C-B C-B.2 C-B .1 A 2 .--d 00 "8 L -t � t as 2 (i C C 0 Q- :3 O (D "R co c1r) Cu cf) 0 cu 0 ui cu E mce LLa) zL.F- a E > m Lu co (D cu c/) (1) 0- co U) I cn c 0 E E 0 N, -4-00 cu m L) j caj) LJL _j C6 :3 LIJ 0 z 0 U) CL 0) LLI 0 rn k-o cu 0 0 u- cm E =3 cn d Z cn co co LLJ L.Lj p m u- 04 u, L) LLI (L o 0 rr' N[7 SCALE: 1/8"=V-0" a METAL PROTECTION RIGID SHIELDS- MOLDED SUPPORT FIBERGLASS CHAIR INSULATION BOLTED TO CHANNEL HANGING RODS INSULATED Y" MIN...--- PLUMBING PIPES. NUTS & LOCK WASHERS STEEL CHANNEL - ADEQUATE TO CARRY LOAD SEISMIC NOTES: SEISMIC BRACING SHALL BE INSTALLED UNDER THE FOLLOWING CONDITIONS: 1)GAS PIPING 1" DIAMETER AND GREATER. 2)ALL PIPING 2.5" DIAMETER AND GREATER. 3)EXCEPTION: ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS IN LENGTH FROM THE TOP OF PIPE TO THE POINT OF ATTACHMENT OF THE HANGER TO THE STRUCTURE DOES NOT REQUIRE SEISMIC BRACING. THE SIZE, TYPE, SPACING, AND METHOD OF INSTALLATION OF SEISMIC BRACING SHALL BE IN ACCORDANCE WITH THE LATEST "SMACNA SEISMIC RESTRAINT MANUAL -GUIDELINES FOR MECHANICAL SYSTEMS". GAS PIPINGIS TO BE CLASSIFIED UNDER "SEISMIC HAZARD LEVEL A" AND ALL OTHER PIPING SYSTEMS "SEISMIC HAZARD LEVEL C" IN THE SMACNA MANUAL. GENERAL NOTES: 1)PROTECTION SADDLES SHALL BE COPPER CLAD IF COPPER TUBE IS USED. 2)PROVIDE INTERMEDIATE HANGING ROD SUPPORT WHERE NUMBER OF PIPES EXCEED FIVE(5). DETAIL -TRAPEZE HANGER NO SCALE LAVATORY OR SINK y"CW Y2" HW TRAP PRIMER- J.R. SMITH MODEL N0. STOP VALV2698 1'-0"' A.F.F. Y2"0 COPPER TUBING THRU WALL FINISH FLOOR Y2"0 COPPER TUBING TO FLOOR DRAIN NOTES: 1) FOR THE TRAP PRIMER SERVING THE FLOOR DRAIN IN THE JANITOR'S AREA & LOUNGE, USE THE LOUNGE ROOM SINK DRAIN, 4 DETAIL -TRAP PRIMER P-2 NO SCALE 1-1/4" DOMESTIC WATER TO TENANT 1" DRAIN OFF W/HOSE CONN. AND V.B. FINISH FLOOR. -PRESSURE GAUGE - PRESSURE REGULATING VALVE (SEE NOTE #2) -BACKFLOW PREVENTER -UNION (TYP.) - PRESSURE GAUGE -ANCHOR PIPE TO FLOOR - FINISH GRADE 1Y2" MASTER WATER METER 5'-6" STRAINER MIN.COVER SLEEVE - CAULK WATER TIGHT -1/4" TYPE K CONC. THRUST BLOCK COPPER 1'X1'X1' LONG PIPE SLEEVE (4" DIA.) NOTES: 1. ALL MATERIALS TO BE FURNISHED & INSTALLED BY PLUMBING CONTRACTOR. 2. IF INCOMING SERVICE IS 80 PSI OR GREATER, PROVIDE PRESSURE REGULATING VALVE SET TO ALLOW 65 PSI DOWNSTREAM. 3. PROVIDE BACKFLOW PREVENTER IF REQUIRED BY LOCAL AUTHORITIES. 4. PROVIDE BYPASS IF REQUIRED BY LOCAL AUTHORITIES. g DETAIL -WATER ENTRANCE P-2 NO SCALE ADD FRAMING CHANNEL x OR ANGLE WHEN "L" IS GREATER THAN MAX. Gi LENGTH. _ J 1 Y4r. SAME AS OPPOSITE SIDE r PIPE HANGER ROD CLIP CONNECTION PIPE ADD PIPE SLEEVE THAT HANGER HAS AN INSIDE DIAMETER, Y4" t LARGER THAN SEISMIC NOTES: OUTSIDE DIA. SEISMIC BRACING SHALL BE INSTALLED UNDER THE FOLLOWING CONDITIONS: 1) GAS PIPING 1- DIAMETER AND GREATER. 2) ALL PIPING 2.5" DIAMETER AND GREATER. 3) EXCEPTION: ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS IN LENGTH FROM THE TOP OF PIPE TO THE POINT OF ATTACHMENT OF THE HANGER TO THE STRUCTURE DOES NOT REQUIRE SEISMIC BRACING. THE SIZE, TYPE, SPACING, AND METHOD OF INSTALLATION OF SEISMIC BRACING SHALL BE IN ACCORDANCE WITH THE LATEST "SMACNA SEISMIC RESTRAINT MANUAL -GUIDELINES FOR MECHANICAL SYSTEMS". GAS PIPiNGIS TO BE CLASSIFIED UNDER "SEISMIC HAZARD LEVEL A" AND ALL OTHER PIPING SYSTEMS "SEISMIC HAZARD LEVEL C" IN THE SMACNA MANUAL. SMACNA SEISMIC MANUAL_ NOTES: 1) REFER TO CHAPTER 3 FOR GENERAL REQUIREMENTS. 2) SEE PAGE 4.14 FOR LONGITUDINAL BRACING. 3) SEE TABLE 5-4, 6-4 OR 7-4 FOR VERTICAL HANGERS DIAGONAL BRACING, SIZE, CONNECTION TO SUPPORTING STRUCTURE, AND SPACING OF BRACING. DETAIL -CABLE BRACING P-2 NO SCALE MIXING VALVE SPARCO MODEL #102C 3/4" HOT WATER TO Y4" HW (140 DEG. F) FIXTURES (110 DEG. F) TEMPERATURE VACUUM --z BREAKER & PRESSURE RELIEF VALVE 3/4"CW SHUT-OFF VALVES -TYPICAL SEISMIC STRAP (IF I I REQUIRED BY CODE ° ° EXPANSION TANK -SEE SPEC. DRAIN VALVE CHECK VALVE I UNION (TYPICAL) RELIEF DRAIN DISCHARGE TO FLOOR DRIAN o Y4" DRAIN - DISCHARGE TO FLOOR DRIAN MOP SINK FINISHED FLOOR -SHIE: PIPE SI Y" TO 8" TO 1. 16 GA. GAL\ "7JUSTABLE -EVIS \NGER BERGLASS ISULATION 1'PICAL FOR LL INSULATED IPING !PE LENGTH OF SHIELD SEE SCHEDULE SEISMIC NOTES: SEISMIC BRACING SHALL BE INSTALLED UNDER THE FOLLOWING CONDITIONS: 1)GAS PIPING 1" DIAMETER AND GREATER. 2)ALL PIPING 2.5" DIAMETER AND GREATER. 3)EXCEPTION: ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS IN LENGTH FROM THE TOP OF PIPE TO THE POINT OF ATTACHMENT OF THE HANGER TO THE STRUCTURE DOES NOT REQUIRE SEISMIC BRACING. THE SIZE, TYPE, SPACING, AND METHOD OF INSTALLATION OF SEISMIC BRACING SHALL BE IN ACCORDANCE WITH THE LATEST "SMACNA SEISMIC RESTRAINT MANUAL -GUIDELINES FOR MECHANICAL SYSTEMS". GAS PIPING IS TO BE CLASSIFIED UNDER "SEISMIC HAZARD LEVEL A" AND ALL OTHER PIPING SYSTEMS "SEISMIC HAZARD LEVEL C" IN THE SMACNA MANUAL. j3:) DETAIL -SINGLE PIPE HANGER P-2 NO SCALE DETAIL -ELECTRIC WATER HEATER NO SCALE CONDUIT OR SPEED CLAMP GALVANIZED OR CADMIUM PLATED UNISTRUT GAS PIPE PAINTED PAINTED SCH. 40 PVC SAFTEY YELLOW SLEEVE, MINIMUM 4" LONG AT EACH CLAMP LOCATION, ONE SIZE LARGER THAN O.D. ADDITIONAL LAYER OF GAS PIPE TO ALLOW FOR ROOF OF ROOFING GAS PIPE EXPANISON MATERIAL UNDER PRESSURE TREATED BLOCK 4"x 4" OR 4"x 6" NUT, BOLT, AND GAS PIPE PRESSURE TREATED LOCKWASHER ALV. OR CADMIUM BLOCK PLATED UNISTRUT CONDUIT 4"X4" OR 4"X6" PRESSURE OR SPEED CLAMP TREATED BLOCK ROOF4� LAG BOLTS 1Y" LONG �9 2 �8' MIN DDITIONAL LAYER OF ROOFING TERIAL UNDER PRESSURE -� 12' MIN T TED BLOCK NOTE: PROVIDE UPPORTS AT A MAXIMUM 8'-0" ON CENT AND AT EACH CHANGE OF DIRECTION T A MAXIMUM OF 2'-0" ON EACH SIDE 7 DE AIL -ROOF GAS PI SUPPORT P-2 NO StALE 1000NCRETE SP H BLC NOTE: MIN OF 1" ON ALL CONDENSATE DRAIN AND VENT LINES CEILING TOP )OF CURB ROOF j®-� DETAIL-RTU CONDEN§ATE DRAIN P-2 NO SCALE LINK SEAL TYPE FLOOR SLEEVE(USE GALV. STEEL PIPE SLEEVE WHERE LINK SEAL TYPE FLOOR SLEEVE IS NOT USED 0 Ll IUBBARD ENTERPRISES IUICKSTAND 40-SWHP 9.8"x2.5" 16 GA ALV. STL. DIAGONAL RACES /2" THREADED ROD Y GC 4GA GALV. STL. ORNER BRACKETS 1 /2" 2GA GALV. STL. 'ATER HEATER LATFORM 27"x27" 'VC DRAIN BODY " MIPTx 1" FS BITUMASTIC PACKING. MODULAR RUBBER SEAL OPTIONAL. BOLT RISER CLAMP SLAB ON GRADE WATER STOP & ANCHOR COLLAR OAKUM PACKING (OMIT IF RUBBE SEAL IS USED.) ..;;�:v. a:v .6:v :va pe ; .p•. ; .p�¢ ; .pOF DETAIL -PIPE SLEEVE(SLAB ON GRADE NO SCALE ASPHAULT GRADE CLEANOUT GRADE SMITH MODEL #426L IV a a °a �r�11 ° a ° o a �\ EARTH FIL ° 4 as 11 I o 4 0. 6" MIN. THICK BED OF 3/8"-1/2" CRUSHED STONE ANCHOR FLANGED - S NG W POURED HOU I / tAS SANITARY PIPE PROVIDED CONCRETE 24" X 24" PART OFSHELL TIED X 8" DEEP O 6" PIPE PROVIDED AS RT OF CIVIL/SITE WORK. 11 DETAIL -GRADE CLEANOUT P-2 NO SCALE RE: DWG P-1 FOR CONTINUATION PLUMBING FIXTURE SCHEDULE ITEMS DESCRIPTION WASTE VENT COLD HOT REMARKS j OR EQUAL MANUFACTURER WC-1 WATER CLOSET 4" 4" 1-1/4" - WALL MOUNTED / AMERICAN STANDARD "AFWALL" 2257.103 WC-2 WATER CLOSET (HANDICAP) 4" 2" 1-1/4" - WALL MOUNTED (ADA) / AMERICAN STANDARD "AFWALL" 2257.103 UR-11 URINAL (HANDICAP) 2" 2." Y4" -- WALL HUNG (ADA) / AMERICAN STANDARD "ALLBROOK" 6541.132 L-1 LAVATORY (HANDICAP) 2" 2" Y" Y" - WALL HUNG, (ADA) j AMERICAN STD LUCERNE 0356.015 W/ SPEAKMAN SC-3004-LD FAUCETS S-1 LOUNGE SINK 2" 2" Y" Y" COUNTER MOUNTED / ELKAY GECR-2521-R W/ SPEAKMAN SC-5763 FAUCETS MS-1 MOP SINK 3" 2fl' Y4" Y4" FLOOR MOUNTED / FIAT TSB100 W/ SPEAKMAN SC-5811 FAUCETS & 6' HOSE EXTENSION EWC ELECTRIC WATER COOLER 2" 2" Y" - HI-LO, WALL HUNG (ADA) / OASIS P8ACSL FD-1 FLOOR DRAIN 3" 2" _ _ WITH GRATE AND TRAP PRIMER / JOSAM,ZQ9k-A FD-2 FLOOR DRAIN 3" 2" _ _ WITH GRATE AND TRAP PRIMEP, / JOSA 32100 WH WALL HYDRANT - - 4" - -� FREEZELESS, LOOSE KEY / WOODFORD 865 WATER HEATER SCHEDULE - - DESlG. SERVICE RECOVERY GPH 0 80'F RISE STORAGE CAPACITY GALLONS TEMPERATURE ELECTRIC ELEMENT(S) MANUFACTURER & MODEL NO. �� IN 'F -- OUT "F WATTS VOLTS/ PHASE EWH JAN. RM 10 10 40 110 1Y0 2000 120/1 _ STATE -- MIDGET NO. P6-10-10-MS-K PLUMBING LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION -SAPS SANITARY ABC ABOVE CEILING =SAN- SANITARY DRAIN ATC AT CEILING BELOW FLOOR OF UNDER FLOOR - - - - VENT UW UNDERGROUND WASTE = CW - COLD WATER SA BELOW FLOOR SHOCK ARRESTORS -- COLD WATER -�I WCO WALL CLEANOUT --- HOT WATER FCO FLOOR CLEANOUT G NATURAL GAS fl ELBOW UP m GCO GRADE CLEANOUT J ELBOW DOWN FLOOR DRAIN WITH P-TRAP s- DIRECTION OF 30 P-TRAP FLOW HOSE BIB/ WALL HYDRANT DIRECTION OF SLOPE DOWN ® PLUMBING FIXTURE T&P RELIEF VALVE GAS METER - SD STORM DRAIN D4 BALL VALVE - CD CONDENSATE DRAIN GAS SHUT-OFF VALVE RD ROOF DRAIN EWH OVER MOP SINK. SEE WATER HEATER DETAIL 5/P-2 13 WATER RISER DIAGRAM P-2 NO SCALE 2'v 2� 2'V 2'V I � M " N 4"SAN SA PLUMBING NOTES 1. THE WORK SHALL BE EXECUTED IN STRICT CONFORMITY WITH BASE BUILDING SPECIFICATION AND WITH THE LATEST EDITION OF THE PREVAILING STATE PLUMBING AND BUILDING CODES AND ALL LOCAL REGULATIONS THAT MAY APPLY. IN CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND A GOVERNING CODE OR ORDINANCE THE MORE STRINGENT STANDARD SHALL APPLY. 2. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER TRADES BEFORE PROCEEDING WITH INSTALLATION. 3. CHECK INVERT ELEVATIONS AND EXACT LOCATIONS OF ALL OUTSIDE UTILITIES BEFORE INSTALLING ANY UNDERGROUND STORM &SANITARY LINES. 4. NO CHANGES ARE TO BE MADE IN PLUMBING LAYOUT WITHOUT WRITTEN PERMISSION BY STAPLES. 5. NO PIPING SHALL RUN EXPOSED IN SALES OR FINISHED AREAS. INSTALL RAIN WATER LEADERS AS CLOSE AS POSSIBLE TO COLUMNS OR WALLS. 6. ROUGHING DIMENSIONS OF TOILET FIXTURES MUST BE COORDINATED WITH LANLORD G.C. AND FIELD SUPERVISOR. 7. PLUMBING JOB TERMINATES 5'-0" FROM THE BUILDING UNLESS OTHERWISE NOTED. LANDLORD SHALL COORDINATE CONTINUATION ON SITE WITH SPECIFIC CIVIL DRAWINGS, 8. WALL HYDRANTS ARE TO BE INSTALLED .APPROXIMATELY 2'-0" ABOVE FINISHED GRADE. ALIGNED WITH BRICK COURSES. 9. INSTALL ALL VENTS THRU ROOF 10'-0" MINIMUM FROM EDGE OF ROOF. 10. INSTALL BALL VALVES ON ALL BRANCH SUPPLY LINES. 11. INSTALL SLEEVES AT LEAST 2 PIPE SIZES LARGER FOR ALL PIPES PASSING THRU MASONRY WALLS. CAULK ALL EXTERIOR SLEEVES WATER TIGHT. 12. ALL ACCESS PANELS SHALL BE BY LANDLORD. 13. INSTALL ALL FLOOR CLEANOUTS TO CLEAR EQUIPMENT AND FIXTURES. 14. ALL WORK SHALL BE PROPERLY TESTED, BALANCED AND CLEANED. PROVIDE A. ONE YEAR WARRANTY FROM DATE OF FINAL INSPECTION ON ,ALL PARTS AND LABOR. 15. INSULATE ALL EXPOSED PIPING UNDER CABINETS AND LAVATORY SINKS. 16. WASTE AND VENT PIPING IN PLENUM SPACE SHALL BE SERVICE WEIGHT CAST IRON, NO HUB. k'yfR 4" VENT THRU ROOF SHALL BE A MIN. OF 10'-0" AWA FROM EDGES OF BLDG. AND , 20'-0" AWAY FROM EQUIP. /'FRESH AIR INTAKES. �1� 2 2'y L\� 2'V rN 2'V 4'V KS) F `1 3,Sp,N 3"SpN "TAN EXISTING 41/ SAN 0 "SAN 1/8" SEE DWG. P-1 FOR CONTINUATION. -� 4yS 2"V AN NOTE: FOR TRAP PRIMER CONNECTIONS, SEE DETAIL THIS DRAWING. 14 WASTE RISER DIAGRAM P-2 NO SCALE 6� w o rn o; h•�9 18 i •� o o Y aG as t� ®`O 3 N a 3 6 W O rL V c�0o C U -0 U- U ui V- EN N 2 d LL z Lm d(D w cc 4.1 � M H U) J U L f-+ cn _W Q �CU V ) I W O E E O U L Q N �+ 0 ca U on LL C =cO Zw °es U U >, 8 .55 •� N fl. N m2Nd IL w U) z R U) cn W U) W 0 -1 E L: =3 w w u- - uj � a o 0 a z rn o a h- Uco -w, m � w m z o U 2 �c 0 0 0 PANEL L LOCATION ELEC 116 MTG SURFACE 125A BUS 125A MLO MINIMUM INTEGRATED EQUIPMENT RATING 25,000A(RMS-SYM) 0 480V277 VOLTS 3 PHASE 4 WIRE CIRC. NO. TRIP AMPS N0. POLES LOAD SERVED - LOAD/PHASE (VA) LOAD SERVED N0. NO. TRIP AMPS CIRC. NO. O B OA OC 1 20 1 SALES LIGHTING 1 080 EXIT 0 1 20 2 3 20 1 SALES LIGHTING FRONT OFFICES/LOCKUP 1 20 4 5 - 20 1 SALES LIGHTING 1584 REAR OFFICES NIGHTLIGHTS Q 1 1 20 20 6 8 7 20 1 SALES LIGHTING 1 4 9 20 1 SALES LIGHTING SPARE 1 20 10 11 20 1 SALES LIGHTING - RECEIVING SALES LIGHTING 1 1 20 20 12 14 13 20 1 SALES LIGHTING 4 ' 1620 __= __ - --- -- --- _ -- 15 20 1 SALES LIGHTING SALES LIGHTING 1 20 16 17 20 1 SALES LIGHTING SPARE 1 20 18 19 20 1 SALES LIGHTING SPARE 1 1 20 20 21 20 1 _ SALES LIGHTING SPARE 1 20 22 23 20 1 SPARE SPARE 1 20 24 25 20 1 -_-- SPARE _ SPARE 1 20 26 27 20 1 _- SPARE CANOPY LIGHTING 1 20 28 29 20 1 SPACE EXTERIOR LIGHTING 1 .20 30 31 20 1 C L T 1 20 32 33 20 1 SPACE SPARE 1 ' 20 34 35 20 1 Y SPACE SPARE SPARE 1 1 20 20 36 38 37 20 1 SPACE --- - - 39 20 1 SPACE SPARE 1 20 41 20 1 SPACE SPARE 1 20 _40 42 2 3 6 6 1 - TOTAL CONNECTED LOAD: 41.5 kVA CONNECTED AMPS: 50 ---_ TOTAL DESIGN LOAD: 51.8 kVA _ _ DESIGN AMPS: 62 4R SAVVY IP PANEL _UDING SAVVY BASE ATE, RELAYS, CPT'S & REC.) MATT STOPPER —SW FACTOR, 48 RELAYS, CHANNEL, 48 CAP. ,LUDES 48 RELAYS) NOVAR PHASE LOSS MONITOR TRANSIENT VOLTAGE URGE SUPPRESSOR- (TVSS) LEFT SIDE VIEW T-1 XFMR 112.5KVA PANEL MDP LOCATION ELEC 116 MTG SURFACE, TOPFED 400A BUS 400A MCB W/ST MINIMUM INTEGRATED EQUIPMENT RATING 25,000A(RMS-SYM) Q 480Y/277 VOLTS 3 PHASE 4 WIRE CIRC. NO. TRIP AMPS N0. POLES LOAD SERVED LOAD PHASE VA / ( ) LOAD SERVED NO. POLES TRIP AMPS CIRC. NO. -- OA Og OC 1 175 3 XFMR T-1 10 7 SPACE 3 250 2 _ SPACE - - - - - SPACE RTU-2 ® - 3 -- 30 4 3 30 3 RTU-1 - 74 28 RTU-4 ® 3 30 ✓� 5 30 3 RTU-3 Q -- 7 1 30 3 RTU-6 3U RTU-5 (7 3 15 8 BALER 3 30 10 9 15 3 PHASE LOSS MONITOR -- -- �--- - --- - - 38 7 11 30 3 SPACE --- __= SPACE 3 30 12 -- - SPACE SPACE - -- -- - - SPACE - -- SPACE - -- 13 125 3 PANEL "L" +,� _ 13=-- _ _ SPACE 3 250 14 - - -- SPACE` - -- -- - --- SPACE - -- 9225Z 92323 94797 TOTAL. THIS PANEL TOTAL CONNECTED LOAD: 279kVA CONNECTED AMPS:323 � TOTAL DESIGN LOAD: 255 kVA SERVICE ENTRANCE RATED DESIGN AMPS: 307 ,7 11� I � ■■1 --�At 0 P2 P1 250A 150A MCB MCB 208/120V o 30, 4W I 1-i- 08/120V EMS 1 30, 4w CABINET L_--J r L 1 F.. I MLO �1 -� a 1 125A 480/277 r 30, 4W Tm --LA 0 V30A FRONT VIEW TRANSFORMER TO SHIP UNINSTALLED (SECONDARY FEEDERS, WIREWAY & FITTINGS FACTORY PROVIDED. E.C. TO SET CONNECT ONLY) MDP 400A MCB 480/277V 30, 4W (SERVICE ENTRANCE) 75.5 H X 31 W 2�INTEGRATED SWITCH BOARD DETAIL E-1 )NOT TO SCALE BUILDING EXTERIOR 2 SETS, 4-4/0 & #3 G.-3"C. ENGINEER/E.C. TO VERIFY WITH UTILITY COMPANY FOR LOCATION SIZE AND REQUIREMENTS FOR CT AND CABINET INSTALLATION INCLUDING FINAL CONNECTIONS. - METER SOCKET BY E.C. IN ACCORDANCE WITH UTILITY CO. STANDARDS ENGINEER/E.C. TO VERIFY WITH UTILITY COMPANY FOR INSTALLATION REQUIREMENTS, r INCLUDING FINAL CONNECTIONS. CONCRETE PAD FINISH GRADE- '11 6 1 1 /2 "C (COORD W/UTILITY CO.) — DALL TYPICAL RTU REMOVABLE TOP —LIFT PROVISIONS TO CT CABINET (BY E.C.) KWH TRANSDUCER INSTALLED INSIDE CAN BY HP. PANELPI LOCATION ELEC 116 MTG SURFACE 225A BUS 150A MCB MINIMUM INTEGRATED EQUIPMENT RATING 10,000A(RMS-SYM) (2 208Y/ 120 VOLTS 3 PHASE 4 WIRE FRONT VIEW TRANSFORMER TO SHIP UNINSTALLED (SECONDARY FEEDERS, WIREWAY & FITTINGS FACTORY PROVIDED. E.C. TO SET CONNECT ONLY) MDP 400A MCB 480/277V 30, 4W (SERVICE ENTRANCE) 75.5 H X 31 W 2�INTEGRATED SWITCH BOARD DETAIL E-1 )NOT TO SCALE BUILDING EXTERIOR 2 SETS, 4-4/0 & #3 G.-3"C. ENGINEER/E.C. TO VERIFY WITH UTILITY COMPANY FOR LOCATION SIZE AND REQUIREMENTS FOR CT AND CABINET INSTALLATION INCLUDING FINAL CONNECTIONS. - METER SOCKET BY E.C. IN ACCORDANCE WITH UTILITY CO. STANDARDS ENGINEER/E.C. TO VERIFY WITH UTILITY COMPANY FOR INSTALLATION REQUIREMENTS, r INCLUDING FINAL CONNECTIONS. CONCRETE PAD FINISH GRADE- '11 6 1 1 /2 "C (COORD W/UTILITY CO.) — DALL TYPICAL RTU REMOVABLE TOP —LIFT PROVISIONS TO CT CABINET (BY E.C.) KWH TRANSDUCER INSTALLED INSIDE CAN BY HP. PANELPI LOCATION ELEC 116 MTG SURFACE 225A BUS 150A MCB MINIMUM INTEGRATED EQUIPMENT RATING 10,000A(RMS-SYM) (2 208Y/ 120 VOLTS 3 PHASE 4 WIRE CIRC, NO. TRIP AMPS NO. POLES LOAD SERVED LOAD/PHASE (VA) LOAD SERVED NO. POLES TRIP AMPS CIRC. NO, OA OB OC 1 20 1 EWC 1140 1,00 -� ¢ 1 QR 168 E 1080 - 1720 -� 80 _ 1232 - 1 - _ 3�0 50 GONDOLA LIGHTING 1 20 2 3 20 1 RECEPTACLES GONDOLA LIGHTING 1 20 4 5 0 1 WH-1 GONDOLA LIGHTING 1 20 6 7 0 1 SPARE GONDOLA LIGHTING 1 20 8 9 ^lL GONDOLA LIGHTING 1 20 10 11 20 1 VENDING GONDOLA LIGHTING 1 20 12 13 20 1 VENDING GONDOLA LIGHTING 1 20 14 15 20 1 RECEPT/BUZZER RIGHT SIGN (IF USED) 1 20 16 17 20 1 TRAINING LEFT SIGN (IF USED) 1- 20 18 19 20 1 RCVG DESK RECEPT FRONT SIGN 1 20 20 21 20 1 TEF-1 RECEPTACLES ! 20 22 23 20 1 — SAT. TV SPARE 1 20 24 25 20 1 LOUNGE REFRIG. DOT COM RECEPTACLES 1 20 26 27 20 1 RECEPTACLE SATELLITE SPARE I20 28 29 20 1 ROOF RECEPTACLES SPARE 20 30 31 20 1 SOUND SECURITY SYS 10 SCISSOR LIFT 1 20 32 33 20 1 FACP180 EC RM EC PT 1 20 34 35 20 1 EMS XFMR Q TELE/COMM RM RECPT 10 1 20 36 37 20 1 EMS XFMR 11 SPARE 1 20 38 39 20 1 LV RACK 10 TELE/COMM RM RECPT 11 1 20 40 41 20 1 EXIT DOOR HARDWARE i'J400 SPARE 1 20 42 11344 12148 12344 TOTAL THIS PANEL TOTAL CONNECTED LOAD: 23.7 kVA CONNECTED AMPS: 66 TOTAL DESIGN LOAD: 25.6 kVA DESIGN AMPS: 72 POWERPLUS INTEGRATED SWITCHBOARD PACKAGE GENERAL NOTES: 1. THE ELECTRICAL GEAR PACKAGE WILL BE PURCHASED BY CONTRACTOR & SUPPLIED BY HILL PHOENIX. THE FOLLOWING ITEMS WILL BE INCLUDED IN THE ELECTRICAL GEAR PACKAGE - POWERPLUS INTEGRATED SWITCHBOARD, LOOSE PANELS, KWH TRANSDUCERS, RTU DISCONNECTS, BALER DISCONNECT / FUSES, & SPARE FUSE CABINET WITH SPARE FUSES. THE POWERPLUS INTEGRATED SWITCHBOARD WILL BE UL LISTED AND CONTAIN THE FOLLOWING FACTORY INSTALLED, WIRED, AND TESTED EQUIPMENT - PANELBOARDS, LIGHTING RELAY PANEL, TRANSFORMER, TVSS, PLM, AND NOVAR EMS EQUIPMENT. THE ELECTRICAL CONTRACTOR (E.C.) SHALL CONTACT HILL PHOENIX AT (770) 285-3251, FAX (770) 285-3252 OR E-MAIL edpstoples©hillphoenix.com TO OBTAIN A DETAILED QUOTE, BILL OF MATERIAL, AND PRODUCT DRAWING DURING BID TIME. 2. E.C. IS RESPONSIBLE FOR VERIFICATION OF THE AVAILABLE FAULT CURRENT FROM THE UTILITY COMPANY (IS THE SYSTEM AS DESIGNED ACCEPTABLE??). E.C. TO CONTACT LOCAL UTILITY COMPANY REPRESENTATIVE AND OBTAIN THE AVAILABLE FAULT CURRENT AND/OR THE UTILITY TRANSFORMER KVA SIZE AND IMPEDANCE. PROVIDE THIS INFORMATION TO HILL PHOENIX TO DETERMINE SYSTEM REQUIREMENTS. SYSTEMS AVAILABLE ARE 25K, 35K or 65K AIC - SEE HILL PHOENIX QUOTATION ADDER OPTIONS. E.C. SHALL INCLUDE THE FINAL SYSTEM REQUIRED IN THEIR BID (INCLUDE ADDER $$$ IF REQUIRED). 3. E.C. IS RESPONSIBLE TO GIVE HILL PHOENIX A SIX (6) WEEK WRITTEN REQUEST (MIN.) OF THE REQUIRED ONSITE PACKAGE DELIVERY DATE. USE CONTACT INFORMATION SUPPLIED IN #1 NOTE ABOVE. 4. THE POWERPLUS INTEGRATED SWITCHBOARD SHALL BE DELIVERED AS A SINGLE WALL WITH NO SHIPPING SPLITS. THIS INSURES THAT ALL INTERNAL CONDUCTORS ARE TERMINATED PROPERLY AND NO EXTRA FIELD LABOR IS REQUIRED TO MOUNT AND RE -CONNECT CABINET SECTIONS OR TO RE -CONNECT COILED UP CONDUCTORS. NOTE: THE TRANSFORMER WILL SHIP LOOSE FOR E.C. TO SET, SECURE ON UNIT PAD, AND MAKE FINAL CONNECTIONS AS REQUIRED. FEEDERS, WIREWAY, AND FITTINGS WILL BE FURNISHED WITH UNIT. 5. E.C. IS RESPONSIBLE TO RE -TORQUE ALL FACTORY WIRED CONNECTIONS UPON DELIVERY OF THE POWERPLUS INTEGRATED SWITCHBOARD (AS CONNECTIONS COULD HAVE LOOSENED DURING SHIPMENT) 6. E.C. WILL BE RESPONSIBLE FOR OFFLOADING AND SETTING OF THE POWERPLUS INTEGRATED SWITCHBOARD ONCE IT ARRIVES AT THE JOB SITE. E.C. SHALL BE RESPONSIBLE FOR STORING UNIT IN A DRY LOCATION AS REQUIRED IF THE UNIT IS DELIVERED BEFORE BUILDING IS WEATHERED IN. THERE WILL BE PROVISIONS TO LIFT THE INTEGRATED SWITCHBOARD FROM BOTH THE FRONT AND SIDE. THIS WILL FACILITATE OFFLOADING AND SETTING OF THE UNIT. TYPICAL TIME FOR OFFLOADING AND SETTING IS APPROXIMATELY 2 HOURS. 7. E.C. IS TO CONTACT HILL PHOENIX TO OBTAIN SITE SPECIFIC PRODUCT DRAWINGS. HILL PHOENIX WILL PROVIDE A FINAL PRODUCT DESIGN PACKAGE TO THE SUCCESSFUL E.C. SO ACCURATE ROUGH -IN COORDINATION (STUB -UPS) CAN BE COMPLETED. 8. AT TIME OF BID, E.C. SHALL BE RESPONSIBLE FOR REVIEWING THE HILL PHOENIX QUOTATION (ESPECIALLY THE OPTIONS) AND INCLUDE THE OPTIONS AS REQUIRED PER LOCAL CODES. THESE OPTIONS CAN INCLUDE AN EXTERIOR SHUNT TRIP BUTTON, AN EXTERIOR FUSIBLE DISCONNECT SWITCH WITH A MLO MDP, AND OTHER ITEMS LISTED. E.C. SHALL INCLUDE THE ADDER DOLLARS AS REQUIRED. NOTES: 1. APPROX WT: 2400 LBS. (W/O XFMRS) — — — — — — = "DASHED" FEEDERS ARE 2. ENCLOSURE FINISH: PROVIDED/INSTALLED BY ELECTRICAL G90 GALVANIZED STEEL CONTRACTOR. 3. PRODUCT LAYOUT (MDP ON RIGHT) WILL BE MAINTAINED. ="SOLID" FEEDERS ARE THIS APPLIES TO LEFT & RIGHT HAND STORE LAYOUTS. FACTORY WIRED THE CT CABINAT SHALL ALWAYS BE MOUNTED TO RIGHT OF THE MDP. NF/N3R NF/N3R NF/N3R NF/N3R NF/N3R 30/3P 30/3P 30/3P 30/3P 30/3P 480V, 30 RTU-1 480V, 30 RTU-2 480V, 30 RTU-3 480V, 30 RTU-4 480V, 30 RTU-6 F F TF F F 3-#8 & 1-#10G, 1 "C. UTILITY COMPANY ENGINEER/E.C. TO PAD MOUNTED VERIFY WITH UTILITY TRANSFORME { UIRE FOR PR(MARYMENTS FEEDER I 4"C. SPARE STAPLES SPACE 4-#10 & 1-#10G.-3/4"C. PHASE LOSS MONITOR BY STAPLES (SEE 3/E-7) - 3-#8 & 1-#10G, 1 "C. �-- 3-#8 & 1-#10G, 1 "C. -- 3-#8 & 1-#10G, 1 "C ' PLM1 ITO E.M.S. EXECUTIVE —� CONTROLLER IWIRED BY E.M.S. -1 SEE SITE SPECIFIC STRUCTURAL DRAWINGS FOR RTU LOCATIONS 3-#8 & 1-#10G, 1 "C. NF/N3R 30/3P 480V, 30 RTU-5 - 3-# 10 & 1-# 10G, 3/4"C. 3-#8 & 1-#10G.-1 "C. -- -- -- -- -- -- -- -- -- -- -- -- --� 4-#1 & 1-#6G. 2"C. 4-#1 /0, 1-#6G. & 1-#61G.-2 1 /2"C. I 1 F_ -1 f------- - — — — — - F------ — I I I I F—LS I SJ PANEL LIGHTING I PANEL PANELI L Pi P2 I 1480/277VAC1 ( CONTROL I I208/120VAC 1 1208/120VAC I 9 I I I IPANELI I I I I l I I 0 I I I PROVIDE DOUBLE I I F I I I I LUGS ON XFMR 1 I I I I I I I SECONDARY — — — — I I 30/3/30 I� � I I � O T I I I I I wP I SRATEDE I J 150A.) MB. I I I I 250 MB. L__—_ J L____ J i TRANSFORMER � LJ�_l -#4G, &4250KCMIL,I3" CONDUITS T-1BALER FOR CONTROLLED 112.5 KVA 1-#41G.-3"C. CIRCUITS 4-#1/0 & 1-#6G.-1 1/2"C. (D I 1 /.--3-#3/0 & 1-#6G.-2"C. I 1 3 1 ��__-�/� 1-#1/0-1" C. � � 1 1 1 2 SETS, 4-4/0- 3"C. 1 1 (480/277V, 30, 4W-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --� SECONDARY SERVICE) 90° CONDUIT SWEEPS (TYPICAL) ONE LINE ®IAG RAM SEE INTEGRATED SWITCH BOARD DETAIL THIS SHEET. E-1 NOT TO SCALE 14� (TYP.) 4-#1, 1-#6G., 1-#61G. 2 1 /2"C. DUAL LUGS PANEL P3 208/120VAC 125A PANEL P2 LOCATION ELEC '116 MTG SURFACE 400A BUS 250 A MCB MINIMUM INTEGRATED EQUIPMENT RATING i 0,000A(RMS-SYM) Q 208V 120 VOLTS 3 PHASE 4 WIRE CIRC. NO. TRIP AMPS NO. POLES LOAD SERVED LOAD/PHASE (VA) LOAD SERVED NO. POLES TRIP AMPS CIRC, NO. -- OA ---- OB --- OC 1 20 1 GONDOLA RECEPTACLE f44 An I HiE 1 - 1 KIM 14 4� _ 1 144 1 1 10880 720 GONDOLA RECEPTACLE 1 20 2 3 20 1 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 20 4 5 20 1 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 20 6 7 20 1 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 20 8 9 20 1 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 20 10 11 20 1 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 20 12 13 20 1 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 20 14 15 20 1 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 20 16 17 20 1 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 20 18 19 20 1 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 20 20 21 20 1 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 20 22_ 23 20 1 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 20 24 25 20 1 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 20 26 27 20 1 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 20 28 29 20 1 GONDOLA RECEPTACLE GONDOLA RECEPTACLE 1 20 30 31 SURGE SUPPRESSOR GONDOLA RECEPTACLE 1 20 32 33 30 3 SURGE SUPPRESSOR 1 GONDOLA RECEPTACLE 1 20 34 35 SURGE SUPPRESSOR 0 GONDOLA RECEPTACLE 1 20 36 37 PANEL "P3"/"P4" GONDOLA RECEPTACLE 1 20 38 39 125 3 PANEL "P3"/"P4" GONDOLA RECEPTACLE 1 20 40 41 PANEL "P3"/"P4" SPARE 1 20 42 PROVIDE SEPARATE ISOLATED GROUND BUS 25310 265iO 25530 TOTAL THIS PANEL TOTAL CONNECTED LOAD: 77.4 kVA CONNECTED AMPS: 215 TOTAL DESIGN LOAD: 50.3 kVA _ DESIGN AMPS: 140 PANEL P3 LOCATION LOCKUP 105 MTG FLUSH, TOPFED 125A BUS 125A MLO MINIMUM INTEGRATED EQUIPMENT RATING 10,000A(RMS-SYM) Q2 208Y/ 120 VOLTS 3 PHASE 4 WIRE CIRC. NO. TRIP AMPS NO. POLES LOAD SERVED LOAD/PHASE (VA) LOAD SERVED NO. POLES TRIP AMPS CIRC. NO. OA OB OC 1 20 1 CASH REG RECEPT 360 188 1440 ___ 1 --- CASH REGISTER D 1 20 2 3 20 1 RECEPT/CASH OFFICE CASH REGISTER 1 20 4 5 20 1 RECEPT/CASH OFFICE CASH REG RECEPT 10 1 20 6 7 20 1 RECEPT/CASH OFFICE SPARE 1 20 8 9 20 1 RECEPT/MGMT OFFICE CASH REGISTER D 1 20 10 11 20 1 MGMT/CASH/LOCK-UP CASH REGISTER 0 1 20 12 13 20 1 SPARE CCTV 10 1 20 14 15 15 1 RECEPT/SERVICE CCTV 0 1 20 16 17 15 1 NETWORK PRINTER BURGLAR ALARM 0 1 20 18 19 15 1 RECEPT/VESTIBULE EAS 10 1 20 20 21 15 1 SODA MACHINES AUTOMATIC DOOR 1 20 22 23 20 1 LOCK -UP RECEPT AUTOMATIC DOOR 1 20 24 25 20 1 GONDOLA RECEPTACLE AUTOMATIC DOOR 1 20 26 27 20 1 GONDOLA RECEPTACLE SPARE 1 20 28 29 20 1 GONDOLA RECEPTACLE SPARE 1 20 30 31 20 1 GONDOLA RECEPTACLE SPARE 1 20 32 33 20 1 GONDOLA RECEPTACLE SPARE 1 20 34 35 20 1 GONDOLA RECEPTACLE SPARE 1 20 36 37 20 1 1 GONDOLA RECEPTACLE SPARE 1 20 38 39 20 1 GONDOLA RECEPTACLE SPARE 1 20 40 41 20 1 SPARE SPARE 1 20 1 42 PROVIDE SEPARATE ISOLATED GROUND BUS 3020 2980 3240 ITOTAL THIS PANEL TOTAL CONNECTED LOAD: 29.1 kVA CONNECTED AMPS: 81 TOTAL DESIGN LOAD: 19.6 kVA DUAL LUGS DESIGN AMPS:54.4 PANEL P4 LOCATION LOCKUP 105 MTG FLUSH, TOPFED 125A BUS 125A MLO MINIMUM INTEGRATED EQUIPMENT RATING 10,000A(RMS-SYM) Q2 208Y/ 120 VOLTS 3 PHASE 4 WIRE CIRC. NO. TRIP AMPS NO. POLES LOAD SERVED LOAD/PHASE (VA) LOAD SERVED NO. POLES TRIP AMPS CIRC. NO. OA O B O C 1 20 1 COPY CTR RECEPT 360 539 OPI wd 180 1 Rp --- --- --- --- --- =_= CASH REGISTER 0 1 20 2 3 20 1 COPY CTR RECEPT CASH REGISTER 1Q 1 20 4 5 20 1 CASH REGISTER 10 WIDE FORMAT COLOR COPIER 1 20 6 7 20 1 FAX MACHINE LAMINATOR 1 20 8 9 20 1 COPIER RECEPT WIDE FORMAT COPIER 1 20 10 11 20 2 HIGH SPEED COPIER SELF -SERVE COPIER 1 20 12 13 -- - HIGH SPEED COPIER SELF -SERVE COPIER 1 20 14 15 20 1 COPIER (FUTURE) SELF -SERVE COPIER 1 20 16 17 20 1 COPIER (FUTURE) SELF SERVE COPIER 1 20 18 19 20 1 COPIER RECEPT COLOR COPIER 1 20 20 21 20 1 COPY CTR RECEPT DEDICATED REC (FUTURE) 1 20 22 23 20 1 COPY CTR SWITCH DEDICATED REC (FUTURE) 1 20 24 25 20 1 POSS SYSTEM SPACE AND BUS 1 20 26 27 20 1 SELF SERVE RECEPT SPACE AND BUS 1 20 28 29 1 20 1 COPIER RECEPTS SHREDDER (FUTURE) 1 20 30 31 20 1 SPACE AND BUS SPACE AND BUS 1 20 32 33 20 1 SPACE AND BUS SPACE AND BUS 1 20 34 35 20 1 SPACE AND BUS SPACE AND BUS 1 20 36 37 20 1 SPACE AND BUS SPACE AND BUS 1 20 38 39 20 1 SPACE AND BUS SPACE AND BUS 1 20 40 41 20 1 SPACE AND BUS SPACE AND BUS 1 20 42 PROVIDE SEPARATE ISOLATED GROUND BUS 5050 7190 7730 ITOTAL THIS PANEL TOTAL CONNECTED LOAD: 19.9 kVA CONNECTED AMPS: 55 TOTAL DESIGN LOAD: 19.9 kVA DESIGN AMPS: 55 PANEL P4 208/120VAC 125A FINISHED FLOOR NOTES BY SYMBOL: U PROVIDE TRIP FREE HANDLE LOCK DEVICE ON CIRCUIT BREAKER. E.C. SHALL VERIFY ACTUAL AVAILABLE SHORT CIRCUIT CURRENT. DOWNSTREAM OVERCORRECT PROTECTION SHALL BE FULLY RATED WITH DEVICES IN "MDP" WHERE ALLOWED BY CODE. SEE POWERPLUS INTEGRATED SWITCHBOARD PACKAGE GENERAL NOTES #2 FOR ADDITIONAL INFORMATION/REQUIRMENTS. �3 PROVIDE HACR RATED BREAKER FOR SERVICE TO RTU. ELECTRICAL LOAD ANALYSIS SERVICE VOLTAGE: 480Y/2.77- ---jAREA: 20,053 SF OCCUPANCY: STAPLES, INC.; RETAIL STORE LOAD DESCRIPTION CONNECTED LOAD (VA) DIVERSITY % DESIGN LOAD (VA) REMARKS LIGHTING 62539 - 125 78174 RECEPTACLES NEC 220-13 43800 MOTORS - -� _77600 13099 100 13099 _ 25% OF LARGEST MOTOR �(11,619) 25 2905 BALER HVAC - COOLING - 128864 100 128864 _ HVAC - HEATING 10150 0 0 —� GENERAL - 15500 - 100 15500 SIGNS & SITE LTG 19044 1_25 23805 TOTAL LOAD _ 326796� - _ __ 306147 _ v TOTAL AMPS 393 RELAY SCHEDULE RELAY PANEL LOAD PROGRAM NOVAR INPUT LOW VOLTAGE NO. CKT DESCRIPTION INPUT RELAY SWITCH CONTROL R1 L-1 SALE AREA PROGRAM A NR1 SLV1 R2 L-7 SALE AREA PROGRAM A� NR1 SLV1 R3 L-9 SALE AREA PROGRAM A NR1 SLV1 R4 L-14 SALE AREA PROGRAM A NR1 SLV1 R5 L-15 SALE AREA PROGRAM A NR1 SLV1 R6 L-17 SALE AREA PROGRAM A NR1� SLV1 R7 L-23 SALE AREA PROGRAM A NR1 SLV1 R8 SPARE R9 L-3 SALE AREA PROGRAM B NR2 SLV2 Rl0 L-5 SALE AREA. PROGRAM B NR2 SLV2 Rll L-11 SALE AREA PROGRAM _ B NR2 SLV2 R12 L-13 SALE AREA PROGRAM B NR2 SLV2 R13 L-16 SALE AREA PROGRAM B NR2 SLV2 R14 L-21 SALE AREA PROGRAM B NR2 SLV2 R15 SPARE R 16 L-19 FURNITURE FOCAL LTG. C NR3 SLV3 R1 7 P1-2 GONDOLA LIGHTING C NR3 SLV3 R18 P1-4 GONDOLA LIGHTING C NR3 SLV3 R19 P1-6 GONDOLA LIGHTING C NR3 SLV3 R20 P1-8 GONDOLA LIGHTING C NR3 SLV3 R21 P1-10 GONDOLA LIGHTING C NR3 SLV3 R22 P1-12 GONDOLA LIGHTING C NR3 SLV3 R23 P1-14 GONDOLA LIGHTING C NR3 SLV3 R24 P1-28 LAMP DISPLAY OUTLET C NR3 SLV3 R25 P1-30 LAMP DISPLAY OUTLET C NR3 SLV3 R26 SPARE R27 L-4 FRONT OFFICE LIGHTS D NR4 SLV4 R28 L-6 REAR OFFICE LIGHTS D NR4 SLV4 R29 L-12 RECEIVING AREA D NR4 SLV4 R30 P1-21 TEF-1 D NR4 SLV4 R32 NOT USED R33 NOT USED R35 P1-22 SPARE F NR5 SLV5 R37 NOT USED R38 NOT USED R40 SPARE R42 NOT USED R43 NOT USED R45 SPARE R46 L-30 EXT. WALL PACK LTG H NR7 SLV7 R47 L-32 EXT. WALL PACK LTG H NR7 SLV7 R48 SPARE RELAY SCHEDULE NOTES: RELAY PANEL SHALL BE WATTSTOPPER, HUBBELL OR GENERAL ELECTRIC 48 RELAY TUB WITH ISOLATED PILOT CONTACTS, ACCESSORY DEVICE POWER TAP, 120 VOLT POWER SUPPLY, EEPROM MEMORY, MECHANICAL LATCHING 20 AMP., 277 VOLT RELAYS, ACCESSORY MOUNTING PLATE, INDIVIDUAL RELAY CONTROL BUTTONS, PROGRAMMABLE INPUT CHANNEL AND MOUNTING BRACKET. PANEL PROVIDED AS PART OF THE ELECTRICAL DISTRIBUTION SYSTEM PACKAGE. LIGHT FIXTURE CIRCUITING PROGRAM: PROGRAM A - 50% SALES AREA OVERHEAD LIGHTING PRIOR TO OPENING PROGRAM B - 50% SALES AREA OVERHEAD LIGHTING AT OPENING PROGRAM C - SALES AREA GONDOLA FURNITURE LIGHTS AT OPENING. PROGRAM D - LIGHTS @ OFFICES NIGHT LIGHT CIRCUIT PROGRAM E - NOT USED PROGRAM F - SIGN LIG PROGRAM G - CANOPY PROGRAM H - WALL PA 7L ONE LINE DIAGRAM NOTES BY SYMBOL: OPROVIDE FERRAZ SHAWMUT CURRENT LIMITING FUSES UL CLASS J TIME DELAY 200,000 AIC AJT (600 V) OR USE MAIN CIRCUIT BREAKER WITH MIN. 65,000 AIC. COORDINATE WITH LOCAL AUTHORITY. FUSES PROVIDED BY HILL PHOENIX. BOND NEUTRAL OF XFMR SECONDARY TO THE XFMR CASE WITH BONDING JUMPER SIZE 2 DE IN ACCORDANCE WITH NEC TABLE 250-94. OGROUND THE CASING OF XFMR, SECONDARY NEUTRAL, AND ISOLATED GROUND CONDUCTOR, TO THE NEAREST EFFECTIVELY GROUNDED STRUCTURAL STEEL MEMBER OF THE BLDG. OR CLOSEST WATER PIPE. SIZE OF GROUNDING CONDUCTOR TO BE IN ACCORDANCE WITH NEC TABLE 250-94. O4 #2/OCU.-GRD. IN 3/4"C. TO STREET SIDE OF WATER METER AND BUILDING STEEL. 5OTHREE SELF-CONTAINED SPLIT -CORE KWH TRANSDUCER METERS (PULSE OUTPUT) INSTALLED AROUND SERVICE WIRES WITH BUILT IN FUSED HOLDER AND WIRE LEADS FOR CONNECTION TO PANEL BUS OR LUGS. TRANSDUCERS TO BE LOCATED IN MDP BY HILL PHOENIX, FINAL INSTALLATION BY E.C. PULSE OUTPUT WIRING BY E.M.S CONTRACTOR. MAY BE ORDERED FROM: VERIS INDUSTRIES INC. TEL. (800)-354-8556 HAWKEYE SERIES TRANSDUCERS #H8053-0400-3 FOR 400A. SERVICES. OBOND METER SOCKET TO THE SERVICE ENTRANCE GROUND OR NEUTRAL AS PER NEC 250-94. 0 #2/OCU.-GRD. TO 3/4" X 10'-0" LONG COPPER CLAD STEEL GROUND ROD (BY E.C.) ALL CONNECTIONS TO BE EXOTHERMIC WELD. (DROOF TOP UNIT HEAVY DUTY WP DISCONNECT SWITCH, SHALL BE FURNISHED BY HILL PHOENIX AND INSTALLED BY ELECTRICAL CONTRACTOR SIZE AS NOTED. WP., GFI SERVICE OUTLET PROVIDED WITH ROOF TOP UNIT AND WIRED (CIRCUIT P1-29) BY ELECTRICAL s, CONTRACTOR. B � O208/12OV.,30 TRANSIENT VOLTAGE SURGE SUPPRESSOR. d$te HUBBELL CAT. NO. HBL4W100. , r 10 LIGHTING CONTROL PANEL PROVIDED AS PART OF ELECTRICAL DISTRIBUTION SYSTEM PACKAGE. 11 METER SOCKET AS REQUIRED BY UTILITY CO. 12 ELECTRICAL DISTRIBUTION EQUIPMENT SEE SPECIFICATIONS MANUAL FOR INFORMATION 13 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE EQUIPMENT PURCHASED FROM ANY SOURCE, INCLUDING THROUGH STAPLES' NATIONAL ACCOUNT PROGRAMS. ALL ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BE ORDERED FOR IMMEDIATE SHIPMENT UPON RECEIPT OF CONTRACT TO AVOID POTENTIAL DELAYS. SUBSTITUTIONS OR CHANGES IN EQUIPMENT MAKE, MODEL, OR SPECIFICATIONS WITHOUT DIRECT WRITTEN AUTHORIZATION FROM STAPLES' ARE NOT ALLOWED. 14 ALL POWER CONNECTIONS TO RTU SHALL BE UP THROUGH RTU CURB ENCLOSURE. 4-.4 W, u w VC:8 0 Y � o w Q) U u e V W O Q 0 V N +� Cc: L to M c U ^, Wca J 0 Lu cc �- ca 0) aLL -Em L > �cMI-(A w J U .O _(D 0- cu -0--+ U) I cn c O E E O U SL N N }/0 Cu cn cr)/J u c coo 8U � !�. w 0 m ca Y N 0- a 00 N -, cn p �� f� Qo p t U a `z u �., v 3 v , LLJ 0 W U J LL! z Q 0 z Q I Q 0 W z J W wz OH w w cn C= m LU c� w OG uj 0n w` C r) D r w w cn z R iy z w C N�s 0 0 d �� w Dl co, � p o uJ [V N a zrn UJ cc N a W h o E 1 FIRE ALARM NOTES: 1. REFER TO FLOOR PLAN FOR LOCATION AND QUANTITY OF DEVICES. 2. COORDINATE LOCATIONS OF ALL DEVICES WITH INTERIOR ELEVATIONS AND STORE FIXTURES. 3. SPRINKLER FLOW AND TAMPER SWITCHES AND DUCT SMOKE DETECTORS SHALL BE MONITORED BY ALARM MONITORING 4. X[WORMONITORING VENDOR SHALL PROVIDE NOTIFICATION CIRCUITS FOR PULL STATIONS, STROBES & HORN/STROBE. 5. UNDER THE ACTIVATION OF SPRINKLER FLOW OR ANY PULL STATION AND ROOF TOP UNIT DUCT SMOKE DETECTOR THE CONTROL PANEL_ SHALL SHUT—OFF ALL ROOF TOP UNITS AND ACTIVATE STROBE & STROBE/HORN DEVICES. 6. FIRE ALARM APPROVED MANUFACTURERS ARE NOTIFIER OR FIRELITE. 1 E-3 F_ 71 e ® ❑I ' L — J L-.. _J ---- P 1` e , ' e 'x I SYMBOL LEGEND f [+] MANUAL. PULL STATION 48"AFF t FIRE SPRINKLER FLOW SWITCH ,9, FIRE SPRINKLER TAMPER SWITCHES CAN BE HORN/STROBE, 80".AFF ///-- HIGHER IF APPROVED X STROBE ONLY, 80"AFF BY LOCAL AUTHORITY - DUCT SMOKE DETECTOR IN SUPPLY ('J DUCT AS REQUIRED BY CODE. -- DETECTOR FURNISHED AND WIRED BY ELECTRICAL CONTRACTOR AND MOUNTED BY H.V.A.C. CONTRACTOR. NOTES BY SYMBOL FOR SHEET E--Z & E--3 OELECTRICAL CONTRACTOR SHALL VERIFY QUANTITY" AND FINAL LOCATION OF GONDALA OUTLETS WITH STAPLES REPRESENTATIVE PRIOR TO ROUGH --IN. (DISTRIBUTE LOAD EVENLY AMONG CIRCUITS.) QWIRING DEVICES MOUNTED ON THIS WALL SHALL. BE IN SURFACE CAST DEVICE BOXES (TYPE FS) WITH EXPOSED SURF -ACE RACEWAYS AND SS PLATES. SEE SHEET E-3 QFINAL LOCATION TO BE FIELD VERIFIED WITH STAPLES PROJECT MANAGER. SEE SHEET E--3 WEATHERPROOF LOW VOLTAGE PUSHBUTTON 48" AFF, EQUAL TO EDWARDS #1786-B. LOW VOLTAGE BUZZER MOUNTED ABOVE DOOR, EQUAL TO v EDWARDS #340-4G5. O6 120VAC-24VAC CONTROL TRANSFORMER FOR DOOR BUZZER MOUNTED ON J-BOX, ABOVE DOOR, EQUAL TO EDWARDS #598. 0 FINAL LOCATION OF SIGN J--BOXES TO BE VERIFIED IN FIELD. (COORDINATE WITH SIGN CONTRACTOR FOR FINAL CONNECTION AND REQUIREMENTS FOR REMOTE MOUNTED BALLASTS IN ACCORDANCE WITH NEC.). BOXES TO BE MOUNTED ABOVE SALES AREA LIGHTING. 0i TUIT CONTROLLED BY CONTROL RELAY PANEL. REFER 8 0, CHEDULE ON SHEET E-1. OPROVIDE COMPLETE CONNECTION 'TO DOCK LEVELER. SE_1 ARCH. DETAIL #3 / A-10 WITH LIMIT SWITCH BY 'STARE D' MODEL #9007C62B2. SEE SHEET E-3. �i� fill �11 I� ��11 GENERAL NOTES: 1. ALL WIRING DEVICES SHALL BE MOUNTED 18" AFF UNLESS OTHERWISE NOTED. 2.. ALL WIRING DEVICES AND COVERPLATES SHALL MATCH WALL FINISH AS SCHEDULED. 3. ALL EXPOSED WIRING ABOVE CEILINGS SHALL. BE PLENUM RATED. 4. ALL FUSES SHALL BE FERRAZ SHAWMUT TYPE AJT UL CLASS J DUAL_ ELEMENT TIME DELAY, 200,000 AIC. (PROVIDE ONE SPARE SEA' OF EACH SIZE AND TYPE OF FUSE TO STAPLES.). FUSES FURNISHED BY HILL PHOENIX. 5. ALL BRANCH CIRCUIT WIRING TO BE FURNISHED WITH SEPARATE GREEN COLORED GROUND WIRE. 6. ALL ISOLATED RECEPTACLES BRANCH CIRCUITS WIRING TO BE FURNISHED WITH SEPARATE EQUIPMENT GREEN COLORED GROUND WIRE AND SEPARATE ISOLATED GREEN COLORED GROUND WIRE WITH ORANGE TRACE. 7. SEE DWGS. E-1 AND E-2 FOR HVAC WIRING, ROOF -TOP UNITS. NOTE: RECEPTACLES ON EACH GONDOLA ARE SERVED B TWO CIRCUITS OF 20AMP. EACH CIRCUITS CAN HANDLE MAXIMUM LOAD OF 16A/1600 WATTS. FOR GONDOLA WHICH NEED MORE POWER SUCH AS WITH LASER PRINTERS AND DESKTOPS PROVIDE EXTRA BREAKERS_AS REQUIRED. ELECTRICAL POWER PLAN SCALE: 1 /8"=1 "-0" �I®mINJ A" D GONDOLA MOUNTED FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING FIXTURESCHEDULESHEET E-4 ' D11 GONDOLA MOUNTED FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING FIXTURE SCHEDULE SHEET E-4 (Df — EXIT LIGHT. 20A., 120/277V., SINGLE POLE TOGGLE SWITCH, "3" S S3 INDICATES 3 WAY; "P" INDICATES PILOT LIGHT; "M" SP So INDICATES MOTOR RATED; "0" INDICATES OCCUPANCY SENSOR (UNENCO IWS—ZP--3P--W). MOUNTED AT 48" AFF UNLESS OTHERWISE NOTED. DEVICE AND CO'VERPLAT E TO MATCH WALL, FINISH AS SCHEDULED. PANELBOARD. Q JUNCTION BOX — WALL, CEILING. 20A., 125V., 2P., 3W. GROUNDING DUPLEX WALL RECEPTACLE MOUNTED 18" A.F.F. UNLESS OTHERWISE GFI Pwp NOTED. "GFI" INDICATES GROUND FAULT "wp' IG INTERRUPTING; INDICATES WEATHERPROOF; "IG" INDICATES ISOLATED GROUND. DEVICES AND COVERPLATE TO MATCH WAIL FINISH AS SCHEDULED. DOUBLE DUPLEX RECEPTACLE, DEVICES AND COVERPLATF_" TO MATCH WALL FINISH AS SCHEDULED. 20A-25OV. 2P, 3W NEMA 6-20R RECEPTACLE MOTOR — HORSEPOWER, VOLTAGE AND PHASE AS NOTED ON DRAWINGS DISCONNECT SWITCH — SIZE AS NOTED ON DRAWINGS. (RATING/POLES/FUSE SIZE, "NF" INDICATES NON FUSED DISCONNECT, "F" INDICATES FUSED, SIZE AS NOTED.) MAGNETIC MOTOR STARTER -- SIZE AS NOTED ON DRAWINGS DOOR BUZZER/TRANSFORMER — EDWARDS CATALOG NUMBER 340-4G5/598 ON SINGLE GANG SURFACE BOX WEATHERPROOF PUSHBUTTON STATION — EDWARDS CATALOG NUMBER 1786—B SS SURGE SUPPRESSOR CONDUIT — CONCEALED ABOVE CEILINGS, IN WALLS IN FINISHED AREAS, OR EXPOSED IN UNFINISHED AREAS. CONDUIT HOMERUN TO PANEL — #12 OR SIZE AS INDICATED (GROUND NOT SHOWN BUT REQUIRED). UNLESS OTHERWISE NOTED, 2—#12,1—#12 G TS TEMPERATURE SENSOR, WIRING BY NOVAR. �T THERMOSTAT �S DUCT SMOKE DETECTOR TELE—POWER ALUMINUM STEEL POLE 20'-0" LONG (2-10'-0" SECTIONS) WITH TWO COMPARTMENTS AND WHITE IN COLOR. PP1 ® WIREMOLD #NP620-06031—A HUBBELL HBLPP10A EMS TEMPERATURE SENSOR SUPPLIED WITH ROOF TOP UNIT, FINAL CONNECTIONS BY STAPLES (TYPICAL) TS RTU-6 2 �/ O5 2 5 5 SAVVY TS RTU-4 ] EMS Q EXECUTIVE CONTROLLER TS RTU-3 ] BY STAPLES O TS - RTU-2 ] O TS RTU-1 ] 5 TYPICAL 1 TYPICAL EMS TYPICAL 6 INTERFACE PANEL BY STAPLES D�OTS OUTDOOR TEMPERATURE AND ANALOG LIGHT ALS SENSOR ASSEMBLY SECURITY ALARM (AT CASH ROOM) 2 x 5) ( M )I PULSE METER BY ELECTRICAL CONTRACTOR 2 5 PLM PHASE LOSS MONITOR IN ELEC RM BY STAPLES 4—#10 & 1—#10G.-3/4"C. TO CIRCUIT IN PANEL "MDP", REFER TO PANEL SCHEDULE, E-1 d- ,n (.0 REMOTE OVERRIDE J J J J SWITCH PLATE (MGR'S `n 0 "' "' 0 `n OFFICE) BY STAPLES 2 5 u w w w O O LOW VOLTAGE SWITCH, TYPICAL ©OR EMS RISER DIAGRAM NOTES: 1. THE EMS EXECUTIVE CONTROLLER/INTERFACE PANEL, OUTDOOR TEMPERATURE, ANALOG LIGHT SENSOR ASSEMBLY AND REMOTE OVERRIDE SWITCH PLATE SHALL BE PROVIDED BY STAPLES. 2. E.C. TO PROVIDE EMPTY RACEWAYS WITH PULL STRINGS TO ALL LOCATIONS AS INDICATED. PROVIDE RACEWAY LABELING AS REQUIRED. SEE DWG. E-5 FOR CONDUIT TYPE AND LOCATIONS. 3. STAPLES SHALL FURNISH PROGRAMMING & REMOTE COMMUNICATIONS TESTING/CHECKOUT. TYPICAL CONTROL LOW VOLTAGE RELAY LIGHTING TYPICAL CONTROLLED RELAY PANEL CIRCUIT FROM PANEL BY ELECTRICAL "L" OR "P1" CONTRACTOR REFER TO SCHEDULE CIRCUIT TO TYPICAL DWG. E-1 LOAD AS SCHEDULED 4. REFER TO MECHANICAL DWGS. FOR MECH. EQUIP. LOCATIONS. REFER TO ELEC. DWGS, FOR EMS SYSTEM & RELATED EQUIPMENT LOCATIONS 5• COORDINATE THE INSTALLATION OF EMS/STAPLES SUPPLIED EQUIPMENT WITH EMS CONTRACTOR. 6. ALL INQUIRIES PERTAINING TO THE ENERGY MANAGEMENT AND CONTROL SYSTEM SHOULD BE DIRECTED TO STAPLES PROJECT MANAGEMENT TEAM. EMS GENERAL NOTES: O ELECTRICAL CONTRACTOR TO PROVIDE 3/4" CONDUIT WITH PULL STRING FROM TEMPERATURE SENSOR TO ROOF JOIST. O ELECTRICAL CONTRACTOR TO PROVIDE 3/4" CONDUIT WITH PULL STRING BETWEEN DEVICES. E-1 (3 ELECTRICAL CONTRACTOR TO PROVIDE 3/4" CONDUIT WITH PULL STRING FROM EMS CP-1 PANEL TO GENERAL ELECTRIC LOW VOLTAGE RELAY PANEL. SEE 4/E-5. O ELECTRONIC THERMOSTAT MODULE (FACTORY INSTALLED), TYPICAL. DEVICES INSIDE RTU ARE PRE —WIRED BY RTU MFR. FINAL CONNECTION TO RTU ELECTRONIC THERMOSTAT MODULE BY EMS CONTRACTOR. O CABLING FURNISHED AND INSTALLED BY STAPLES LOW VOLTAGE CONTRACTOR. O ELECTRICAL CONTRACTOR TO PROVIDE 1" CONDUIT SLEEVE FROM R.T.U. CONTROL AREA TO CEILING JOIST AREA. SEE NO. 8 OF DETAIL 5/E-5. L_ .O cu - --a i) cn O E E O U - L Q N _�_j CD lu s �n u_ c ` 0 O 0 mYNa a © m i LU LLI �- Z LL. ca w O Z o w p M Y CD Z LLI N Lu 0 O H d p 0 y _ 2 �11 C_ P 1-15 48--6FF Pl ------ 1 J 96" i , " ^ I ,---,) r' Wp 2-#14-1/2"C. TO BUZZER — AT RECEIVING AREA AND �� 4 � �,, -'i � �\� ABOVE GM OFFICE WINDOWS MOUNT SCISSOR 3 LIFT LIMIT SWITCH 1HP P E_ALONG O.H. DOOR CUNIT IN T-, 6 TRACK. ` DUPLEX OUT Et, OR --- f _ _ DOCK LTG. AT - %f e Ji'RECEIVING 72" A.F.F. \ I / p P-8 L 2-#12 & 1-#12G� 3/4"C RUN IN SLAB :, ,, SCISSOR LIFT CONTROL UNIT UP 50" A.F.F. i SCISSOR L!" DISCONNECT SWITCH 30/1/20A. UP 50" A.F.F. P1-32 2-#12 & 1-#12G. i "C I 18" A.F.F P1-19 54" A.F.F i r' I ^ MAINTAIN 30"W. CLEAR W SPACE ® DISCONN. � m i / LIQUID TIGHT FLEXIBLE CONN. TO BALER CONTROL UNIT 0 OVERHEAD MAINTAIN 84" �� a HEADROOM. ELECTRICAL POWER PART PLAN @ RECEIVING DOCK PLAN E-3 SCALE: 1/4 " = 1'-0" NORTH pi-h I L ----- _-__ I P 1-31 60„ - --- ------ �; \, P1-39 18„ J 1 IG 4 P 1�-40 ---- ._ IG L.V. RACK P1 8 � ,l 2 3 \ 36" fFACP P1-33 T—7 i1 I z W LL L ` ?� I { \ tom. i I � 1-27 2-4" C. UNDERGROUND' SECONDARY SERVICE CONDUITS I GP TO TRANSFORMER PAD. SEE ONE LINE DIAGRAM DWG. E-1. T r - CAP & SEAL CT CABINET SHALL' ALWAYS BE \ MDP -j MOUNTED TO THE RIGHT OF MDP. EMS PANEL SEE SHEET V II F XFMR E-2 T-1 J L� c_ SATELLITE WEATHERHEAD REFER TO DETAIL 4/E-5 P 1-35,37� 48" 'I I SPARE FUSE CABINET F -1 IT I �� W/FUSES PROVIDED BY P1-34 — HILL PHOENIX MOUNTED 1 — — BY E.0 14 =;q:1----- ,P1-3 P -3 TRAIN { r— ._.... _ JAHN P1 17 HTR OUN A V IG� RE , RIG. OUTLET P1-22 GFI 44" P1-25 P1 23 8" REFRIG. 60" P 1-22 P1-23 60" TV 2#10+1#10G P1-5 30A 1P ) NI -22 1 1- 11 LOU E I I I DETAIL NOTES: ELECTRICAL CONTRACTOR TO COORDINATE WITH STAPLES _ AND PROVIDE EXACT NUMBER, LOCATION AND TYPE OF COPIER RECEPTACLES. I ; , i P4-1 & P4--3 OUTLET TO BC-----� MOUNTED HORIZONTALLY ABOVE ' --- - - CASEWORK AT 44" R.F.F. TO ---- - t BOTTOM OF JUNCTION BOX. ;\ O,k)I'dLt� HARE - - - -------!,�3 �� 1✓OMMON ry.G. 12"' 28' L _' FROM CORNER \ ��• � F IG !TO CORNER P4-3 P4--1 P4-3 P4-1IG ( I P = - ---4- ---- --- --- _ — L — - � 3# 12, 1 # 12G P4-23 3/4"C !12" All 12 P4-22,24 # 38" FROM CORNER ' 212 P4-20 I I I, I KEY NOI ES: I 1 2-4" : TELEPHONE PERVICE C NDUITS STUB I UP 1 2" A.F.. PROVIDE INSUL. BUSHINGS. 30ORD REQM'TS WITH TELEPHONE COMPANY 0 TELEI?NON ,, ERVL E DEMARC TION POINT ❑3 TELEPHONE DI TRIBUTIO BLOCKS ® TELE D HONE COM NY SWITC ! 1. ETAI NOT S: NTE WALL 6" LONG X 1 " X 1 1/4 " THICK INSULATED ------ HIGH OPPER GR UND BUS WITH ALL INSULATORS AND #13 AWG ARE COPPER GROUND TO STREET SIDE OF WATER METER R TELEPHONE COMPANY USE. � � II � II 48 48" j P1-1n1 P1-13 �� 1 E N, 20A RELAY 1 P WITH 277V TEF COIL. TYP. (2). WIRE �• 1 MEAT 120V-10 CONTACTS IN PARALLEL FOR I -AI P1 _22 FAN CONTROL R j LTG. - F RETROOM ! 8 0 C GFI Pl-3 i L-i I WOMEN V10MEN ID TO LTG. 1 \} I --ELECTRICAL POWER oR H E-3 SCALE: 1/4 " = 1'-0" LL1►[e3 FLEX, CONDUIT RUN °i' � � + : # - ' ( � �-- (2) NEM4 P4-1 \\ P4-2 I1 r 5-20R IN CASEWORK (TYP.) (2) NEMA I I ��- ; i 5-20R Ihr \ �� 22,24 P4-3 15,17 _ IG �'`� !P4-1 & P4-3 OUTLETS TO BE P4-6,15,17 `���J — PP1 'MOUNTED HORIZONTALLY ABOVE _ PPt --- �� 'CASEWORK AT 44" A.F.F. TO 4#12,+1 #12G, ,. _1 ��`v p 20 �� PP1 — 121G, 1 "C. IG �I I BOTTOM OF JUNCTION BOX. 2-# 12 P4-5 — E El 2-#12 P4-4 I P4-1 1-# 12 P4-29 P4-29 5-20R 1 # 12G, 3/4"C&-8 1 1 �- _ NEMA 5-20R E- 6 I I P4-29 P4-3 I , U z � �I I NEMA 5-20F 18 P4-29 NEMA 5-2OR P4-1 1 ,13,21 I j I --- PP 1 ( I a IG - NEMA 6-15R _ OUTLETS 4 ` .-.._ 15'- 18 9" " j III ABOVE BASE. -� , I NEMA 5-15R i TYPICAL. - - - - --- I � � P4-4 -5 P4-29 IG" I 8 \ ACCENT j CARPET 1 P4-7 - j FAX MACHINE r�?�4-27 INSTALL ONTO FIXTURING PANELS AFTER FIXTURES ARE IN PLACE (TYP. OF 3) NEMA 5-20R I L POSS P4-25 NEMA 5-20R \` P4-18 � � )18" -� — 18 P4- 2 I -�\\\\ NEMA 5-20R) NEMA 5-20R 04-14 j ;P4-30 8„ % 18„ fft LTJ` L�tu FLOOR RUkAPER � I ' � �' � ONSI�IL_» �- UUUTU U �� 20'-0" �T�- EQ. SECURITY DEVICE E—C _ N��J T R PEDESTAL_ EQ. OF � DP.3-24 P3-14 HT. TO -FRY TOR P3-15 2#1 E N I P4-14,16,18, 30, 27 4#12, +1#12G 1" C P3-10 3#12 -1 u P3-12 3#12 #12G, 1" C mom P3-15 IG E N T-E22 P3-15 FAAP EX T P3 12 CONNECT TO DOOR IG OPERATOR f—- EASY TECH ° SERVICEi FLEX. CONDUIT RUN WIRING IN IG CASEWORK NETWORK PRINTER RECEPTACLE TO BE P3-26 OUNTED 18" A.F.F. P3-17 QUAD OUTLET ON HIGH WALL FOR SECURITY EQUIPMEN . IG � MOUNT ON 44 PLYW00 P3-10 P3-15 E ■ SECURITY PEDESTAL_ ■ 7 P3-11 1 Pill (J I I P3-1 2#12 E � � ®®� � `T I P3-2 3#12 C I I L_ �� l I I P3-21 2#12 AREA I #12G, 1" C - -- E-6P.1-4 P3- L P3-6 2#12 Q 4DIG P3-4 3#12 P3-6 P3-21 2#12 P, -91 Foo-I #12G, 1" C ® ELECTRICAL POWER PART PLAN @ COPY CENTER P3-20 SECURITY DEVICES BY VENDOR 000 2 DUPLEX RECEPTACLES 6" APART. LOCATE ABOV DOOR i I WW VOLTAGE BUZZER EQUAL TO lDWARDS #340-4G5 MOUNTED §'-0" AFT, CONNECT TO OUSHBUTTON AT RECEIVING DOOR IlURNISH AND INSTALLED l Y LL/GC I ,�3-14 ;) QUAD OUTLETS �NE MTD. 18" A.F.F. NE MTD. 42" A.F.F. 1 I '-RECESSED PANEL 'P3' & 'P4'(LOCK-UP SIDE) I MAINTAIN 3'-0" CLR. IN (FRONT OF PANELS I j I L4� ELECTRICAL POWER PART PLAN @LOCK -UP PLAN 1 E_3 SCALE: 1/4 " = 1'-0" NORTH ELECTRICAL LEGEND D GONDOLA MOUNTED FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING FIXTURE SCHEDULE SHEET E-4 DDl GONDOLA MOUNTED FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING FIXTURE SCHEDULE SHEET E-4 EXIT LIGHT. 20A., 120/277V., SINGLE POLE TOGGLE SWITCH, "3" S S3 INDICATES 3 WAY; "P" INDICATES PILOT LIGHT; "M" SP So INDICATES MOTOR RATED; "0" INDICATES SM OCCUPANCY SENSOR (UNENCO IWS-ZP-3P-W). MOUNTED AT 48" AFF UNLESS OTHERWISE NOTED. DEVICE AND COVERPLATE TO MATCH WALL FINISH AS SCHEDULED. PANELBOARD. QJ JUNCTION BOX - WALL, CEILING. 20A., 125V., 2P., 3W. GROUNDING DUPLEX WALL RECEPTACLE MOUNTED 18" A.F.F. UNLESS OTHERWISE GFI �p NOTED. "GFI" INDICATES GROUND FAULT "wp" IG INTERRUPTING; INDICATES WEATHERPROOF; "IG" INDICATES ISOLATED GROUND. DEVICES AND COVERPLATE TO MATCH WALL FINISH AS SCHEDULED. DOUBLE DUPLEX RECEPTACLE, DEVICES AND COVERPLATE TO MATCH WALL FINISH AS SCHEDULED. 20A-25OV. 2P, 3W NEMA 6-20R RECEPTACLE Xy MOTOR - HORSEPOWER, VOLTAGE AND PHASE AS NOTED ON DRAWINGS DISCONNECT SWITCH - SIZE AS NOTED ON DRAWINGS. sue' (RATING/POLES/FUSE SIZE, "NF" INDICATES NON FUSED DISCONNECT, "F" INDICATES FUSED, SIZE AS NOTED.) ® MAGNETIC MOTOR STARTER - SIZE AS NOTED ON DRAWINGS DOOR BUZZER/TRANSFORMER - EDWARDS CATALOG NUMBER 340-4G5/598 ON SINGLE GANG SURFACE BOX 0 WEATHERPROOF PUSHBUTTON STATION - EDWARDS CATALOG NUMBER 1786-B SS SURGE SUPPRESSOR CONDUIT - CONCEALED ABOVE CEILINGS, IN WALLS IN FINISHED AREAS, OR EXPOSED IN UNFINISHED AREAS. CONDUIT HOMERUN TO PANEL - #12 OR SIZE AS INDICATED (GROUND NOT SHOWN BUT REQUIRED). UNLESS OTHERWISE NOTED, 2-#12,1-#12 G TS TEMPERATURE SENSOR, WIRING BY NOVAR. O THERMOSTAT �S DUCT SMOKE DETECTOR TELE-POWER ALUMINUM STEEL POLE 20'-0" LONG (2-10'-0" PP1 SECTIONS) WITH TWO COMPARTMENTS AND WHITE IN COLOR. WIREMOLD #NP620-Q6031-A HUBBELL HBLPP10A GENERAL NOTES: y 1. U ALL WIRING DEVICES SHALL BE MOUNTED 18" AFF UNLESS OTHERWISE NOTED. 2. ALL WIRING DEVICES AND COVERPLATES SHALL MATCH WALL FINISH AS SCHEDULED. g 3. ALL EXPOSED WIRING ABOVE CEILINGS SHALL BE PLENUM m RATED. E 4. ALL FUSES SHALL BE FERRAZ SHAWMUT TYPE AJT UL CLASS J DL ELEMENT TIME DELAY, 200,000 AIC. (PROVIDE ONE SPARE SET OF EACH SIZE AND TYPE OF FUSE TO STAPLES.). FUSES FURNISHE >3 BY HILL PHOENIX. 5. ALL BRANCH CIRCUIT WIRING TO BE FURNISHED WITH SEPARATE � GREEN COLORED GROUND WIRE. 6. ALL ISOLATED RECEPTACLES BRANCH CIRCUITS WIRING TO BE FURNISHED WITH SEPARATE EQUIPMENT GREEN COLORED GROUND WIRE AND SEPARATE ISOLATED GREEN COLORED GROUND WIRE WITH ORANGE TRACE. s 7. SEE DWGS. E-1 AND E-2 FOR HVAC WIRING, ROOF -TOP UNITS. s NOTES BY SYMBOL: E O ELECTRICAL CONTRACTOR SHALL VERIFY QUANTITY AND s = FINAL LOCATION OF OUTLETS WITH STAPLES REPRESENTATIVE PRIOR TO ROUGH -IN. (DISTRIBUTE LOAD EVENLY AMONG CIRCUITS.) e 'D WIRING DEVICES MOUNTED ON THIS WALL SHALL BE IN SURFACE CAST DEVICE BOXES (TYPE FS) WITH EXPOSED SURFACE RACEWAYS AND SS PLATES. g 3O FINAL LOCATION TO BE FIELD VERIFIED WITH STAPLES PROJECT MANAGER. (D WEATHERPROOF LOW VOLTAGE PUSHBUTTON 48" AFF, s z EQUAL TO EDWARDS #1786-B. SEE SHEET E-2. O LOW VOLTAGE BUZZER MOUNTED ABOVE DOOR, EQUAL TO E EDWARDS #340-4G5. SEE SHEET E-2. ' O 120VAC-24VAC CONTROL TRANSFORMER FOR DOOR BUZZER MOUNTED ON J-BOX, ABOVE DOOR, EQUAL TO EDWARDS #598. SEE SHEET E-2. d O FINAL LOCATION OF SIGN J-BOXES TO BE VERIFIED IL a IN FIELD. (COORDINATE WITH SIGN CONTRACTOR FOR FINAL t CONNECTION AND REQUIREMENTS FOR REMOTE MOUNTED BALLASTS IN ACCORDANCE WITH NEC.). BOXES TO BE MOUNTED ABOVE SALES AREA LIGHTING. SEE SHEET E-2. ¢ 8DCIRCUIT CONTROLLED BY CONTROL RELAY PANEL. REFER - TO SCHEDULE ON SHEET E-1. 9O PROVIDE COMPLETE CONNECTION TO SCISSOR LIFT SEE ARCH. -DETAIL #3 / A-10 WITH LIMIT SWITCH BY 'SQUARE D' MODEL #9007C62B2. SEE DETAIL 3/E-6. m 0 W g 0 a S a ® c o � M v V O� >oE • � 0 6o O w �rn V cd a w I tn "d, U U (D O CL O CU (D c cu MM� ^^)v 0 w u m-�� z "MCLW > z "' eM H (n J U O (D Q cu W I cn E E O U L i N� �+ CD U n � c _ O w _� 70U w Y �O ��v�iacvn mYN0- n. z 'Q J Q Q W O J Q CU w F_ w C) J W J ~ LLJ W w o W ev 0 � w v w s w U z ~I ~I W cb 0 N N c! 0 N Uj zCD o o w o W w a E3 LAN �-3SCALE: 1/4 " = 1'-0" - i I I I- -- - 1) EXIT SIGNS IN THE OPEN AREA TO BE PENDANT MOUNTED 12'-0" A.F.F. 2) PROVIDE ILLUMINATED EXIT SIGNS AND EMERGENCY LIGHTING AT ALL EXIT CORRIDORS AS REQUIRED BY CODE: EMERGENCY LIGHTING SHALL PROVIDE_ A MINIMUM VALUE OF ONE FOOTCANDLE AT FLOOR LEVEL. 3) ALL LIGHTING BRANCH CIRCUIT WIRING TO BE FURNISHED WITH SEPARATE GREEN COLORED GROUND WIRE. DOCKLIGHT MOUNTED 72" A.F.F. TO BOTTO OF FIXTURE. TO DUP RECEPTACLE AT RECEIVING DESK -l-) NOT USED ` 2 OCCUPANCY SENSOR AT 48" A.F.F. NOVITAS 01-211. j3 LIGHTING OCCUPANCY SENSOR 24 DC POWER PACK UNIT. �J UNENCO ,#MP-277 MOUNTED ON JUNCTION BOX IN CEILING TO CONTROL STOCK ROOM LIGHTING AND TOILET ROOMS. 4 DUAL INFRARED AND ULTRASONIC CEILING MOUNTED LIGHTING OCCUPANCY SENSOR UNENCO #OMNI-DT2000 MOUNTED 13'-0" A.F.F. (TYPICAL FOR RECEIVING AREA AND TOILET ROOMS (ON CEILING)). SET FOR TEN MINUTES. 0LIGHTING BRANCH CIRCUITS SHALL HAVE RED HOT WIRE RUN FOR EMERGENCY FIXTURES BALLASTS. SEE WIRING DIAGRAM THIS SHEET. LIGHTING BRANCH CIRCUITS L-2 FOR NIGHTLIGHT FIXTURES, EXIT SIGNS AND EMERGENCY BATTERY UNITS. BRANCH CIRCUIT L-2 SHALL BE #10 AWG. WIRE THROUGH RUN. 1 ELECTRICAL LIGHTING PLAN SCALE 1/8" F. F FT. U NIT 'J' FIXTURES ARE EXISTING AS PART OF SHELL DRAWINGS. CONDUIT STUB OUT ONLY HAS BEEN PROVIDED. T.I. GC TO WIRE AND EXTEND CONDUIT AS NEEDED. (TYP) LIGHTING FIXTURE SCHEDULE SYMBOL/WATTS DESCRIPTION/ VOLTAGE/ REMARKS MANUFACTURER/CATALOG LAMPS B SOLID SHADE) 8' INDUSTRIAL FLUURESCENT 277V. PENDENT ON CHAIN. 4' LAMPS TANDEM 2-SYL F030/841 HIGH OUTPUT BALLAST METALUX/STAPLES "B" XP/SS/ECO 13'-0" AFF TO BOTTOM 8' INDUSTRIAL FLUORESCENT 27N. CHAIN MOUNT B2 SOLID SHADE) 4' TANDEM LAMP 4-SYL F030/841 13'-0" AFF METALUX/STAPLES "Elf XP/SS/ECO HIGH OUTPUT BALLAST CHAIN/SET C 4' FLUORESCENT WRAP AROUND 277V. SURFACE 0 SURFACE MOUNTED 2-SYL F030/841 MOUNTED METALUX/STAPLES "C" XP/SS/ECO D 8' FLUORESCENT STRIP W/SIDE 120V. SURFACE MTD. MOUNTED LAMP 2-SYL F030/841 SEE POWER PLAN (E2) FOR LOCATIONS METALUX/STAPLES "D" XP/SS/ECO D 1 4' FLUORESCENT STRIP W/SIDE 120V. SURFACE MTD. MOUNTED LAMP 1-SYL F030/841 SEE POWER PLAN (E2) FOR LOCATIONS METALUX/STAPLES "D1" XP/SS/ECO E 20 RECESSED FLUORESCENT 277V. W/ACRYLIC LENS 3-SYL F030/841 METALUX/STAPLES "E" XP/SS/ECO E1� 2x4 RECESSED FLUORESCENT 277V. IN MANAGER'S OFFICE ONLY W/PB1S LENS 3-SYL F030/84 METALUX/STAPLES "E1" XP/SS/ECO SELF CONTAINED UNIVERSAL 277V. 12'-0" AFF UNLESS �F MOUNTED EXIT LIGHT WITH RED RED LED OTHERWISE NOTED. PROVIDE AS LETTERS ON WHITE BACKGROUND PART OF THE SHELL AND SUREUTE/STAPLES "F" WIRED AS PART OF THE TI'S G EMERGENCY BATTERY UNIT WITH- 277/12V. p OUT LAMPHEADS, AND WITH MOUNTED VOLTMETER AND MOUNTING BRACKET STAPLES "G" WEATHERPROOF EMERGENCY 12 VOLT MOUNTED pG1 SINGLE LAMPHEAD UNIT 1-8 WATT OVER DOOR STAPLES "G1" HALOGEN BEAM WEATHERPROOF EMERGENCY 12 VOLT MOUNTED IN G2 TWIN LAMPHEAD UNIT 2-8 WATT CANOPY CEILING STAPLES "G2" HALOGEN BEAM H SURFACE MOUNTED HID 277V. WALL MOUNT WALL PACK MVR175/U ABOVE RED BAND LUMARK/STAPLES "H" SEE ARCH. ELEVATIONS RECESSED MOUNTED HID SQUARE 277V. RECESSED IN METAL HALIDE WITH REGRESSED MVR175/U CANOPY CEILING El FRESNEL LENS HALO/STAPLES "J" MD WALL MOUNTED WRAP AROUND WALL 277V. WALL MOUNT LIGHTING i-SYL F030 AD4-132-EU-PAS SEE ARCH. ELEVATIONS INCANDESCENT FLOOD 120V. 72" AFF �W DOCKLIGHT CRESCENT DCF-40CP3 1-90PAR38 CAP/FL TO BOTTOM STAPLES "W" HALOGEN OF FIXTURE NIL "NL" DENOTES NIGHT UGHIING EM "EM" DENOTES EMERGENCY LIGHT FIXTURE "EM" LIGHTING FIXTURES TO HAVE ONE EMERGENCY LAMP OPERATED BY BODINE BALLAST MINIMUM 650 LUMEN OUTPUT LEVEL NOTES: 1. LIGHTING FIXTURES MUST BE USED AS SCHEDULED 2. ALL LIGHT FIXTURES AND LAMPS TO BE AS SCHEDULED AND SUPPLIED THROUGH STAPLES NATIONAL ACCOUNT, FACUTATED BY: VENDOR NO. 1 3. ALL FLUORESCENT LIGHTING FIXTURES TO RECEIVE SYLVANIA FO30/841/XP/SS/ECO LAMPS. ELECTRONIC HIGH OUTPUT BALLASTS AS MANUFACTURED BY OSRAM/SYLVANIA WHERE INDICATED, OTHERWISE, STANDARD BALLAST SHALL BE PROVIDED 4. CONTRACTOR SHALL PLACE LIGHT FIXTURES AND LAMP ORDERS FOR IMMEDIATE SHIPMENT UPON RECEIPT OF CONTRACT TO AVOID POTENTIAL DELAYS. THE LANDLORD IS SOLELY RESPONSIBLE FOR THE EQUIPMENT PURCHASED THROUGH STAPLES' NATIONAL ACCOUNT PROGRAMS. SUBSTITUTIONS OR CHANGES IN EQUIPMENT MAKE, MODEL„ OR SPECIFICATIONS WITHOUT DIRECT WRITTEN AUTHORIZATION FROM STAPLES' PROJECT MANAGEMENT TEAM ARE NOT ALLOWED 5. REFER TO STAPLES' PROJECT MANAGEMENT TEAM FOR ADDITIONAL FIXTURE TYPES AT SITE SPECIFIC PROJECTS 6. ALL SITE UGHTING SHALL BE METAL HALIDE AND PROVIDE AN AVERAGE OF 3 FOOTCANDLES (2 FOOTCANDLES MINIMUM WITH A 3 TO 1 UNIFORMITY RATIO) OR HIGHER AS REQUIRED BY LOCAL CODE 7. LIGHTING TO BE CONTROLLED THRU CONTROL RELAY PANEL - REFER TO SCHEDULE ON SHEET E-1 8. ALL FLUORESCENT FIXTURES SHALL HAVE INTEGRAL THERMAL PROTECTION, PER NEC 410-73(e) 9. ALL HIGH INTENSITY DISCHARGE (H.I.D.) FIXTURES SHALL HAVE INTEGRAL THERMAL PROTECTION PER NEC 410-73(f) 10. CONFIRM LIGHTING VOLTAGE PRIOR TO ORDERING I R N RES EE WIRI DIAG ON THI SHEET. ��8� 12. STANDARD ELECTRIC (LIGHTING VENDOR) 14 JEWEL DRIVE, PHONE:800-367-6285. www.standardelectric.com ROOM SWITCH, (HOT) LTG. RELAY OR BLACK OCCUPANCY SENSOR BL RED (HOT) WHITE (NEUTRAL) JUNCTION BOX OVER PANEL "L" FIXTURE FIXTURE BALLAST EMERGENCY BALLAST 01-ie W 0 Q. 0 v1 (U ID c 00 L..cuMc —` U co LL U Lu EN ca d' . � � a a)z > 04 w L•1- co l- fcu !) U L .0 CD i/) _( Q" co -;ter U) 0 E E 0 U L N -P..ao c M �n LZ C =NO U co CL co w O cN a) mYNa a. J w w m 00 cv — r,c) O d- do 0 2 H r,M U) LLJ 0 z z v J J 0 LLJ C) U) Lu L.L. F— LL— Q J V z - F— V J Q U_ F— U J LLJ m p� Q cv W o u.i LLI I t� w LLJ U) z w w w :p - v b 0 o� o w o a i i w o 0 d z cn o Lu A U co m z N w W O h w a ® ® U JOi CONNECTOR WITH BUSHING 44 CONDUIT WITH PULL STRING FF -,.------BAR JOIST PULL STRING CONNECTOR WITH BUSHING ____-' —LAY IN CEILING (WHERE APPLIES) —3/4" CONDUIT' WITH PULL STRING 4X4 JUNCTION BOX J (1 GANG DEVICE RING WHERE FLUSH MOUNTED) NOTES: TO BAR JOIST OR 6" ABOVE CEILING SEE CONDUIT PLAN FOR SPECIFIC HEIGHTS ® CONDUIT TYPE NO. 2 CONDUIT TYPES E-5 NOT TO SCALE TYPE #2 ®48`'AFF (KEY PAD7� ) TYPE TYPE, L AS REQ'q' TYPE #3 096"AFF _�,. SECURIT i i `_- 6 E-5 EXISTING TELEPHONE— CONDUIT STUBBED IN AS PART OF SHELL EXISTING POWER CONDUIT STUBBED IN AS PART OF SHELL 5El EMS E-5 EQUIPMENT JOIST L STRING NNECTOR 'H BUSHING T„T u� ACTION BOX MOUNT AT ROOF DECK. (1 GANG DEVICE RING WHERE FLUSH MOUNTED) TYPE #2 ®54"AFF I (PHONE) RTU Eo PULL.STRING JOIST BAR J01 Nz 0. 1 — 7\ROOF BAR JOIST ROOF BAR JOIST --�� —INSULATING BUSHING INSULATING BUSHING --f ®----1 /2"C. EMPTY CONDUIT 1 /2"C. EMPTY CONDUIT WITHWITH PULL STRING (SECURE PULL STRING (SECURE TO TO WALL AS REQ'D) WALL AS REQ'D) LOCATE ON LATCH SIDE OF DOOR LOCATE MECHANISM ON SIDE OF DOOR —4X4 JUNCTION BOX. _ J PROVIDE BLANK COVER WITH KNOCK —OUT DOOR— FRAME --DOOR FRAME FINISHED rl 3" FFL_ FLOOR FF AT EXTERIOR i AT OVERHEAD DOOR AND SLIDING 4X4 JUNCTION BOX DOORS �;s PE #2 - 18"AFF ATA) T`(PE #: ®60"AFI - (TS I— #2 04 "AFF (WALL PH NE) TYPE #2 (RTU)TI� #2 TYPE #3 (� TYPE #6 (TS TYPE #1 �IE I ('4' E-5 —TYPE #2c FOR S C RIlY DEVICE- - B LOW ROOF A H 3 E-5 C I TYPE #3 TYPE #3 #2 �. W/ FIXTURES TYPE RTU— (RTU .I I PULLSTRIN BAR JOI `--CONNECTOR WITH BUSHING 1 " CONDUIT WITH PULL STRING WALL �.--90 DEG. TURN i / CONNECTOR WITH BUSHING FF TYPE #5 j ;� . it I I 1 I 4� �I 4 � . � l__!I--.,_ I � •III 4 --- _ TYPE #2 kRTU-@72"AFF j SHOW ON REAR OF COL. (TYP.) j l - ..I TYPE #6 Elf EII (RTU) EMPTY CONDUIT ® 144" TYPE #7 (RF) @42"AFF ® 144"(RF) (PHO E) iVAC UNIT dONTROLS BAR JOIST �X4 JUNCTION BOX " FLEX CONDUIT FROM HVAC CONTROLS TO JBOX ® BOTTOM OF �RlI. - CONDUIT WITHIN HVAC CURBING) WITH PULL STRING. 0 I r FF NO. 7 ----,._.- ..__ _...--- fir__..-. _1 { I I I j ! I I I I I I I � TYPE #2 048"AFF _.. - 1 „ -�-_:--! -_ 2 CONDUIT 18" :.. « .: OFF FLOOR I..... TYPE#2 W/O BOX I TYPE #2 044" AFF f,Fi 1 -- (STORE FAX) MTD. HORIZ. ,l PP1■ PP3PI] I F17 3/4" CONDUIT ' TYPE AF 018" AFF PP1 `r v TYPE #2 - 044" AFF I' MTD.HORIZ P®SS SYSTEM I (SSFAX) - -- = .\ TYPE #2 1 1 J ` 3/4". CONDUIT TO SINGLE GANG i , 18' OFF FLO( \ �A i L—, I t\ ( 3/4" CON[ UIT � ' ' TYPE #5 , J J (SELF SERVE j PANEL WAL) TYPE #5- 1 /2"CONDUIT C< TYPE #3- 0 108' (SECURITY) TYPE FOR SEC. COORDINATE WITH 'i1 VERIFY '� H. SHEET A-10 FOR ALL I �ONDUIT DROPS IN STIBULE. ( L 1 I VERIFY I I I MOUNTING HEIGHT Lo TYPE #2 0 54"AFF j (KEYPAD) TYPE #5 I TYPE #2 1/2"CONDUIT UT TYP==" 1 I li I 1 C� 108" AFF (SECURITY) I I I I I I I I I t I I I RTU-4 1 — — _...... TYPE #6 j (RTU) - o P1�---_._.._ - NPE #2 ®18"AFF L (PHONE) Y � I oo� a U Y I o J 2" CONDUIT IN THE 3 # i WALL FOR CCTV TYU-56 DOWN TO 24" AFF. i TYPE #2 048"AFF (NOVAR OVERRIDE) o TYPE #2 @48"AFF TYPE #2 @60"AFF (TS) TYPE #3 ®114"AFF PE #2 ®42"AFF (SECURITY `l J (WALL PHONE) I E-5 T. O 71 �o — J .- ..............--- ... _.._.... � __.._.. i TYPE #2 TYPE #2 018"AFF ®132"AFF I (PHONE) (SECURITY) I BAR JOIST PULL STRING CONNECTOR WITH BUSHING 4x4 DEEP JUNCTION BOX FIXTURE SWIVEL. HANGER FOR 3/4"CONDUIT RIGID CONDUIT WITH PULL STRING 4x4 JUNCTION B0; W/ MUD RING �— BAR JOIST 1� .1 U, I IS A i Q 51:1 f 1 E-5 % NOT TO SCALE T INO 3/4"C WEATHERHEAD PROTECTIVE 6" MIN.—"" COORDINATE EXACT ENCLOSURE BEND LOCATION WITH RADIUS STAPLES PRIOR 20A.,2P.,3W.— TO INSTALLATION WEATHERPROOF INSULATED GFI RECEPT BUSHING WITH PERFECT FITTING LINE #WTG100CUL COVER PULL STRING (TYPICAL) FLASHING (SEE ARCH DWGS.) #6 GROUND CLAMP TO CONDUIT ROOF EXTEND TO GROUND BUS AT TELEPHONE BOARD , CIRCUIT TO BRANCH PANEL 3/4 "C EMPTY CONDUIT WITH SEE PANEL PULL STRING. TERMINATE 6" SCHEDULES BELOW ROOF JOIST. SECURE TO ROOF JOIST SPACE CONDUITS 12"f APART - COORDINATE WITH ROOFING CONTRACTOR. SATELLITE DISH POWER r4AND GROUNDING E-5 / NOT TO SCALE EC TO PROVIDE 3-#12-3/4"C. POWER CIRCUIT TO JUNCTION BOX, REFER TO PANEL r — I I P2 P1 SCHEDULES P1-33,35 NOVAR SAVVY IP PANEL (INCLUDING SAVVY BASE PLATE, RELAYS, CPT'S I LQ� I I MCB .4W mce MDP 400A MCB /t2ov 480/277V 30, 4W (SERVICE ENTRANCE) fl !1 & REC.) J 75.5 H X 31 W WATT STOPPER -SW CONTACTOR, 48 RELAYS, 16 CHANNEL, 48 CAP. (INCLUDES 48 RELAYS) i j-pw I JI L LO I 12M 4W/2n NOVAR PHASE LOSS r 30,4W MONITOR TRANSIENT VOLTAGE I L — ,a LT I SURGE SUPPRESSOR (TVSS) 5 EMS ELEVATION E-5 NOT TO SCALE EMS SENSORSCD ARE FURNISHED AND INSTALLED BY STAPLES ROOFS N �— E.C. TO PROVIDE 3/4 "C. WITH PULL STRING TO EXECUTIVE CONTROLLER LOCATED ADJACENT TO SERVICE EQUIPMENT.(SEE DETAIL 3/E-7) 6 EMS SENS E-5 NOT TO SCALE EMS SENSOR HOOD SHALL BE OPEN TO NORTH E.C. TO PROVIDE 1" SERVICE MAST NOVAR MOUNTING ASSEMBLY FURNISHED BY STAPLES. INSTALLED BY THE ELECTRICAL CONTRACTOR EXTERIOR WALL OF BUILDING PROVIDE SEAL FITTING AS REQUIRED BY CODE. E.C. TO PROVIDE 4x4 J—BOX SECURE TO BUILDING STRUCTURE AS DIRECTED BY EMS CONTRACTOR. OR ASSEMBLY 10 0 rn �p o cn �� It AF mu U o .ter ®a ,� P. o w S0 v� U -44 a� a o I 0 �r-O �� "w3 C3 0 0 Co 00 ca �L CcM c W-0J D- U cc w LL a N •� w M F- fA v 0 ^L^11 �W W CL _cu III cn 0 E E rO V i N }� M U �A LL c N0Lu iE �Y E •=3ui oo m�2NOf a Z Q I..L H 0 Z 0 U Q U I..L U w JJ ~ w w w co w z (L w z w w (j c' I c c C)a N cpI o c� CN z m o w U o c+s wp W cN wLLJ V 1 ELECTRICAL CONDUIT FLAN SCALE 1/8" C� n P1-41��---- - --- Z BAR 3/4" STEEL CONDUIT FOR SIDE 'HALL ONLY DROP TO FIRE POWER ALARM SUPPLY MOIL LINT� A 96" AFF DOCK LE1/ELER-- INTERLOCK LIMIT SWITCH. SEE DETAIL DETAIL_ NOTES: _ 9313 CONDUIT ENTER GONDOLA PEGBOARD BACKBOARD -- TOP CENTER CAP AT -- --- - / - js -- FOR WIRING DIAGRAM. -- - ---- --- 1. PROVIDE 3/4" RIGID CONDUIT SUPPORT WHERE BAR JOIST B i '---� KNOCK -OUT l_OCATIBAR. ___�..-• SHELF DOOR DOES NOT LINE UP IN CENTER AISLE OR OBSTRUCTIONS PREVENT HANGING DIRECTLY FROM JOIST. ANCHORED TO o --- -" ---- - POSITION — �� _ DIPSSWITCH _ - _ -- ---_----�`----_--�- SHELF SHELF Z:z:Lj II _ Lj CONDUIT INSTALLED EPT VON DUPRIN I ` �- BEHIND PEGBOARD II �---- -- > PANELS IN CHANNEL AREA II _ SHELF DEVICE CHEXIT ELECTRIC POWER ns TRANSFER THROUGH EMERGENCY WJ 15 SECOND DOCK LEVELER - �- �, / ,\ _ -SHELF - ` w II DOOR FRAME DELAY 1 CONTROL UNIT �) � I ROOF BAR JOIST -FIXTURE SHALL BE CHAIN HUNG 8'-0" ON CENTER MAX. OR SHELF Al I OL LESS AS REQUIRED BY LOCAL CODE. SEE NOTE #1 I 3/4 " FLEXIBLE-- JUNCTION BOX ANCHORED LJQ FURNISHED AND INSTALLED BY G.0 AT ALL EGRESS DOORS INCLUDING INTERIOR DOORS AT EGRESS CORRIDOR. 95 I I MC j CONDUIT 6 MAX INSTALL REFLECTOR ALIGNER CLIPS LENGTH. WIRE SUPPLIED WITH FIXTURES. ELECTRICAL FEED TO ENDCAP TO FLOOR \--A.C. CABLE -OUTLET BOX ANCHORED TO ALL CONNECTIONS AND WIRE SIZES AS PER MANUFACTURER N 98 TIE TO CHAIN OUTLET IS AT THE REAR FROM _ THE FLOOR OR AS PER LOCAL RECOMMENDATIONS. I M I THE AISLE GONDOLA. SEE ALSO CODE REQUIREMENTS. Ll—i 1 2 up DETAIL 12 THIS SHEET. 3� I -•---13'-0" AFF Q UNLESS MARKED OTHERWISE DOCK LEVELER REMOTE - INTERLOCK LIMIT SWITCH 1 GONDOLA SECTION 2 DOOR PANIC HARDWARE 3 DOCK LEVELER WIRING DIAGRAM q, SALES AREA LIGHTING ENDCAP GONDOLA SECTION E-6 NOT TO SCALE ��E-6 NOT TO SCALE E-6 NOT TO SCALE E-6 NOT TO SCALE E-6 NOT TO SCALE STEEL CONDUIT STEEL CONDUIT TO ROOF STRUCTURE, DROP TYPICAL FOR FREE STANDING FREE STANDING UNITS, JUNCTION BOX J GONDOLA JUNCTION BOX �_ _----�-_=------�����- �--�� POWER POLE _...._ WIRE GRID SHELF CROSS BEAM SHELF SUPPORT - _---- - (TYPICAL) _ �---- GONDOLA UPRIGHT (TYPICAL) j C. CABLE A.C. CABLE --- ISLAND CASEWORK FOR ASH REGISTER RIGID CONDUIT FOR HANGING L.._ _-__ i ;__� (BY STAPLES' VENDOR) LIGHT FIXTURES. i 5" 5" "D" LIGHTING FIXTURE WHERE SHOWN ON PLAN II SINGLE CHAIN VIEW -LAMPS MT'D ON ( AISLE SIDE I j I D1 LIGHT FIXTURE SEE GONDOLA SECTION TYPE D"Dl" LIGHT &SECURED FACING DOWN SECURE LIGHT 7 FIXTURE TO GONDOLA FIXTURES, TO I SHELF RIB. TELEPHONE/DATA OUTLET E-s CROSS BEAM AS REQUIRED. (TYPICAL) I, I i BOX AND CABLES BY STAPLES VENDOR o DOUBLE DUPLEX ISOLATED FINISHED FLOOR .=.. I I; j ! i GROUND RECEPTACLES HUBBELL #IG5362 OR EQUAL - --1� - ---- -� � i -_ `_"------- � "^— DUPLEX 01 °I ® RECEPTACLE#5362 HUBBELL FLEXIBLE FIXTURE TIE o CABLE (TYPICAL). DETAIL NOTES: 1. PROVIDE TYPE AC CABLE BETWEEN FIXTURES, ROUTE _.... o pp ON STRUCTURAL STEEL AND CONCEAL WHERE POSSIBLE (TYPICAL). `L ----"`� ---- III o SECURE TO CASEWORK p p°p p p AS REQUIRED BY JOB 13'-0" A.F.F TO BOTTOM OF LIGHT FIXTURE. UNLESS MARKED OTHER WISE 2. THIS DETAIL REPRESENTS GONDOLA RACK LIGHTING INSTALLATION �,_ --�w,_,_.__ ---- --- toCONDITION (IYP.) 18 AFF go (TYPICAL). CONDITIONS, REFER TO FLOOR PLANS FOR LOCATIONS. TO TOP 4#12+1#12G+1#121G-1/2' - FLEXIBLE METAL REFER TO DRWG. E-3 CONDUIT TO FOR LOCATIONS OF OUTLETS JB 0 POWER POLE GONDOLA ELECTRICAL(OFFICE SUPPLIES ) 7 PERIMETER GONDOLA SECTION $ CASH REGISTER WIRING E-6 NOT TO SCALE g END CAP SECTION �-6NOT TO SCALE 1 p LIGHT FIXTURE MOUNTING DETAIL E-6 NOT TO SCALE E-6 NOT TO SCALE E-6 NOT TO SCALE PEG BOARD END Q PANEL POWER POLE UPRIGHTS TELEPHONE/DATA OUTLET BOX AND CABLES BY 00 STAPLES VENDOR DUPLEX RECEPTACLE HUBBELL #5362 O O LAMP ON Q ONE SIDE DOUBLE DUPLEX ISOLATED 6" GROUND RECEPTACLES J Z-BARS HUBBELL #IG5362 OR EQUAL 2" "D" & "D1" LIGHT FIXTURE. HOLD TIGHT TO BACK OF SIGN CHANNEL DUPLEX 1 Q 12 GONDOLA OUTLET DETAILrl-3�PERIMETER GONDOLA LIGHTING DETAIL 11 POWER POLE DETAIL E-6 TO SCALENOT �-6NOT TO SCALE E-6 NOT TO SCALE W c 0 CL V N 00 cu C t� � L O cM C UJ ((��'' a � U LL (a ca 04 > � Lu J M F- U) U O _(D Q ca C/) I cn C 0 E E 0 U N -1--� C CD cu U i -, crA LL C O .z U Y >+ O •� cn Q. Lu mYNLL a Lu H w Lu cn acs � Qm Lu O *k LU cn0 W ki c a o E z 1­- w m M co CD N Lu Q o 0 M w o U 2 a o o U Ili CLADDING AND COMPONENTS PRESSURES, PSF EXPOSURE C H<30' 1=1.0 V=110 0°<ROOF ANGLE<10° ROOF _ WALL OVERHANGS TRIB. AREA ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 7_ONE 2 ZONE 3 A<20 -30.5 -51.1 -77.0 -33.0 -40.7 -44.0 -72.2 14.0 14.0 14.0 30.5 30.5 20<A<50 -29.7 -45.6 -63.7 -31.6 -38.1 43.1 _ -56.7 14.0 14.0 14.0 29.1 29.1 50<A<100 -28.7 -38.5 -46.3 -29.8 -34.4 _43.1 56.7 14.0 14.0 14.0 27.3 27.3 100<A -27.9 -39.3 -39.3 28.6 -31.6 41,3 -56.7 14.0 14.0 14.0 25.9 25.9 CLADDING AND COMPONENTS PRESSURES, PSF EXPOSURE C H<35' 1=1.0 V=110 300<ROOF ANGLE<45° ROOF WALL OVERHANGS TRIB. AREA ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 2 ZONE 3 A<20 -44.2 -51.8 -51.8 -47.9 -59.0 -75.0 -75.0 40.5 40.5 40.5 44.2 44.2 20<A<50 42.1 -49.3 -49.3 -45.8 -55.2 -72.6 -72.6 39.4 39.4 39.4 42.2 42.2 50<A<100 -39.0 -46.5 -46.5 -43.2 -49.9 -72.6 -72.6 37.7 37.7 37.7 39.6 39.6 100<A -36.7 -44.2 -44.2 -41.5 -45.8 -72.6 -72.6 -36.7 36.7 36.7 37.6 37.6 CLADDING AND COMPONENTS PRESSURES, PSF EXPOSURE C H<45' 1=1.0 V=110 300<ROOF ANGLE<45° ROOF WALL OVERHANGS TRIB. AREA ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 Z NE 2 ZONE 3 A<20 -46.7 -54.6 -54.6 -50.5 -62.3 -79.1 -79.1 40.5 42.7 42.7 46.7 46.7 20<A<50 -42.1 -52.0 -52.0 -48.3 -58.3 _76.7 -76.7 39.4 41.6 41.6 44.5 44.5 50<A<100 -39.0 -49.1 -49.1 -45.6 -52.6 -76.7 -76.7 37.7 39.8 39.8 41.8 41.8 100<A -36.7 -46.7 -46.7 -43.8 -48.3 _76.7 -76.7 36.7 38.7 38.7 39.6 39.6 NET UPLIFT PRESSURES, PSF EXPOSURE C H<30 1= 1 V=110 00<ROOF ANrLF<5° ROOF TRIB. AREA ZONE I ZONE 1 2 ZONE 3 JOIST -27.7 -43.6 -61.7 GIRDERS -24.9 -36.3 -36.3 PRESSURES SCALE: N.T.S. 3 2 ZONE 2 3 2 3 3 PLAN ZONES SCALE: N.T.S. GENERAL A. ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 WITH 2005 AND 2006 AMENDMENTS, AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. B. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT/ENGINEER OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH WORK. C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETE DESIGN OF THE STRUCTURE, THEY DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE WORKERS, OR OTHER PERSONS DURING CONSTRUCTION. D. OBSERVATION VISITS TO THE SITE BY FOR OR REPRESENTATIVES OF THE FOR MAY BE MADE DURING CONSTRUCTION. ANY SUPPORT SERVICES PERFORMED HEREIN SHALL BE DISTINGUSHED FROM INSPECTION AND/OR TESTING SERVICES PERFORMED BY OTHERS, AND ARE NOT TO BE CONSTRUED AS SUPERVISON AND/OR MANAGEMENT OF CONSTRUCTION. E. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF ALL STRUCTURAL MEMBERS AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS WITHIN THE STRUCTURE, F. CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCESS OF THE DESIGN LIVE LOADS WHICH ARE INDICATED IN THE GENERAL NOTES. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE SUBCONTRACTORS ARE INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT. IMPACT SHALL BE AVOIDED WHEN PLACING MATERIALS ON FLOORS OR ROOFS. G. DRAWINGS ARE NOT TO BE SCALED. H. FOR ACTUAL ELEVATION OF FIRST FLOOR (REF. ELEV. Y-0" HEREIN), SEE SITE PLAN. 1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO THE DETAILS PRESENTED, SIMILAR DETAILS SHALL BE USED SUBJECT TO THE REVIEW OF ENGINEER OF RECORD. J. SUBMIT WRITTEN REQUEST TO THE ARCHITECT FOR APPROVAL OF ANY PROPOSED CHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING, NOTCHING OR OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE ENGINEER. ANY UNAUTHORIZED DEVIATION FROM THE CONTRACT DOCUMENTS, AND CORRECTION THEREOF IS THE RESPONSIBILITY OF THE CONTRACTOR. SUBSEQUENT DOCUMENTATION / REQUESTS TO BUILDING ENGINEERING OF RECORD FROM GC SHALL INCLUDE EVALUATION OF DEVIATIONS BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. K. THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT BETWEEN SPECIFICATIONS, STANDARDS, CODES AND DRAWINGS. L. DESIGN DATA ROOF LIVE LOADS 20 PSF ROOF DEAD LOAD 20 PSF MAX. (10 PSF TO BE USED FOR UPLIFT) WIND DESIGN: VELOCITY: 110 MPH (ASCE 7-02) IMPORTANCE: 1.00 BLDG. CATEGORY: II, ENCLOSED WIND EXPOSURE: C INTERNAL PRESSURE COEFF: +/- 0.18 SUBMITTALS A. SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT. CORRECTIONS OR COMMENTS MADE ON THIS REVIEW DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBLITY FOR ERRORS AND OMMISIONS, AND FROM COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. CORRECTIONS OR COMMENTS DO NOT AUTHORIZE AN INCREASE IN THE CONSTRUCTION BUDGET. B. APPROVAL OF SHOP DRAWINGS DOES NOT INDICATE ACCEPTANCE OF DEVIATIONS FROM CONTRACT DOCUMENTS OR PREVIOUS SHOP DRAWING REVIEW, UNLESS SPECIFICALLY NOTED THEREIN BY ENGINEER OF RECORD. C. ANY CHANGES TO THE DESIGN CONCEPT SHOWN IN CONTRACT DOCUMENTS SHALL BE SUBMITTED IN WRITING AND APPROVED BY THE ARCHITECT AND ENGINEER PRIOR TO SUBMITTING SHOP DRAWINGS. ALL SUCH CHANGES SHALL BE "BUBBLED" ON THE SHOP DRAWINGS AND REFERENCED TO THE PROPER R.F.I. D. SUBMITTALS SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DRAWINGS (REFERENCE ITEM C ABOVE FOR EXCEPTION). NON -CONFORMING OR NON -REVIEWED SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 1, SHOP DRAWINGS SHALL BE "APPROVED", SIGNED AND DATED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO ENGINEER AND ARCHITECT OF RECORD. 2. SHOP DRAWINGS SHALL NOT CONTAIN REPRODUCTIONS OF THE CONTRACT DRAWINGS. 3. SUBMITTAL REQUIREMENTS: SHOP DRAWINGS / DATA TO BE SUBMITTED FOR APPROVAL CONSTRUCTION JOINT LOCATIONS IN STRUCTURAL SLABS CONCRETE MIX DESIGNS (INDICATE INTENDED USE OF EACH) REINFORCING STEEL STRUCTURALSTEEL SHOP DRAWINGS / DATA TO BE SUBMITTED FOR APPROVAL. SUBMITTALS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LISCENCED IN THE STATE OF THE PROJECT N/A E. PROVIDE COPIES OF MANUFACTURERS LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT. FOUNDATIONS! SITE WORK A. FOUNDATION DESIGN IS BASED UPON THE FOLLOWING SOILS REPORT: NO REPORT PROVIDED: PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER. THE GENERAL CONTRACTOR HEREIN IS RESPONSIBLE FOR PERFORMING ALL EARTHWORK OPERATIONS IN STRICT ACCORDANCE WITH GEOTECHNICAL ENGINEERING REQUIREMENTS. IF THE FOUNDATION RECOMMENDATIONS AND/OR DESIGN VALUES DIFFER FROM THAT ASSUMED, MODIFICATIONS TO THE DRAWINGS MAY BE REQUIRED. DO NOT PLACE CONCRETE PRIOR TO GEOTECHNICAL APPROVAL. B. ALLOWABLE SOIL PRESSURE ASSUMED TO BE 2000 PSF (REF A., ABOVE). SHALLOW FOUNDATION SYSTEM IS ASSUMED TO BE ADEQUATE. ESTIMATED SETTLEMENT ASSUMED TO BE NO GREATER THAN 1" OVERALL AND +' DIFFERENTIAL SETTLEMENT. IT IS ASSUMED THAT ALL PROBLEMATIC SOILS (ORGANIC, EXPANSIVE, ETC.) WILL BE REMOVED AND REPLACED WITH SUITABLE STRUCTURAL FILL. C. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FINISHED GRADE IN STRUCTURAL AREAS SHALL BE AS INDICATED BY GEOTECHNICAL ENGINEER. THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-1557. D. IN -PLACE DENSITY TESTS SHALL BE PERFORMED BY AN EXPERIENCED ENGINEERING TECHNICIAN. TESTS SHALL BE PERFORMED FOR EACH 2,000 SQUARE FEET, IN EVERY COLUMN FOOTING LOCATION AND EACH 50 FEET ALONG WALL FOOTINGS. COPIES OF THE TEST REPORTS SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER. E. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. F. CAUTION SHOULD BE USED WHEN OPERATING VIBRATORY COMPACTING EQUIPMENT NEAR THE EXISTING STRUCTURE TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. G. REFER TO ARCHITECTURE DRAWINGS FOR ANY NECESSARY WATERPROOFING REQUIREMENTS. REINFORCED CONCRETE A. CONCRETE WORK SHALL CONFORM TO ACI-05 SPECIFICATIONS, CODES AND STANDARDS. B. CAST -IN -PLACE CONCRETE, UNLESS OTHERWISE NOTED (U.O.N,): PORTLAND CEMENT PER ASTM Cl 50 PROPORTIONED FOR MAX. ALLOWABLE UNIT SHRINKAGE OF 0.03°% 25% MAXIMUM FLYASH BY WEIGHT SLABS 3000 PSI 28-DAY COMPRESSIVE STRENGTH, NORMAL WEIGHT, MAXIMUM AGGREGATE SIZE OF 1", 0.55 MAX. WIC, 4"-5" SLUMP FOOTINGS 3000 PSI 28-DAY COMPRESSIVE STRENGTH WEIGHT, NORMAL 0 G , MAXIMUM AGGREGATE SIZE OF 1", 0.55 MAX. W/C, 3"4" SLUMP COLUMNS/BEAMS 4000 PSI 28-DAY COMPRESSIVE STRENGTH, NORMAL WEIGHT, MAXIMUM AGGREGATE SIZE OF 3/4", 0.45 MAX. W/C, 4"-5" SLUMP C. CONCRETE COVER OVER REINFORCEMENT: FOOTINGS 3" SLABS COLUMNS AND BEAMS EXPOSED TO EARTH OR WHEAT HER 2" (#6 TO #18 BARS), 1 1/2" (#3 TO #5 BARS) SLABS NOT EXPOSED TO EARTH OR WHEATHER 3/4" (#3 TO #11 BARS) BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WHEATHER 1 1 /2" (#3 TO #18 BARS) D. REINFORCING, UNLESS OTHERWISE NOTED (U.O.N,): 1. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WIRE FABRIC SHALL BE CONTINUOUS, LAPPED ONE CROSS WIRE SPACING PLUS 2" MINIMUM, 3. WHERE CONTINUOUS REINFORCING IS SPECIFIED, SUCH REINFORCING MAY BE SPLICED WHERE APPROVED IN WRITTING BY THE ENGINEER OF RECORD. 4. AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS, AND FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE, QUANTITY AND SPACING AS HORIZONTAL STEEL. 5. LAP SPLICES SHALL BE 48 BAR DIAMETERS, WIRED TOGETHER. E. CONTRACTOR SHALL EMPLOY A QUALIFIED TESTING LABORATORY TO PREPARE ONE SET OF FOUR TEST CYLINDERS PER DAY OR ONE SET FOR EACH 50 CUBIC YARDS POURED, MAXIMUM. LABORATORY REPORT SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER SHOWING STRENGTH OF CONCRETE AT 7 (1 CYLINDER) AND 28 (2 CYLINDERS) DAYS. FINAL CYLINDER SHALL BE HELD IN RESERVE. F. THERE SHALL BE NO HORIZONTAL JOINTS IN ANY CONCRETE POURS UNLESS SHOWN ON THE STRUCTURAL DRAWINGS. THE ENGINEER OF RECORD SHALL APPROVE ALL DEVIATIONS OR ADDITIONAL JOINTS IN WRITING. G. SAW CUT CONTROL JOINTS SHALL BE LOCATED @ 15' O.C, MAXIMUM, U.O.N. WITH LENGTH TO WIDTH RATIO NOT TO EXCEED 2:1. REFER TO SUBMITTAL REQUIREMENTS REGARDING COORDINATION OF CONSTRUCTION JOINTS. REFER TO PLANS FOR EXPANSION JOINT LOCATIONS, H. ALL EPDXY ANCHORS USED AT REINFORCED CONCRETE SHALL BE HILTI HVA, U.O.N. I. POWDER ACTUATED FASTENERS (PAFS) NOT PERMITTED AT CONCRETE. STRUCTURALSTEEL A. ALL STRUCTURAL STEELWORK SHALL CONFORM TO AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN,13TH ED. B. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED: W BEAMS ASTM A992 STRUCTURAL STEEL PLATES AND SHAPES ASTM A36 THREADED ROD ANCHOR BOLTS ASTM F1554 GRADE 36 OTHER ANCHOR BOLTS ASTM A307 PIPE SECTIONS ASTM A53, GRADE B. TUBE SECTIONS ASTM A500, GRADE B. C. WELDING, UNLESS OTHERWISE NOTED (U.O.N.): 1. ALL SHOP AND FIELD WELDING SHALL CONFORM TO AWS STRUCTURAL WELDING CODE, ANSI/AWS D1.1. 2, ALL WELDING IN THE SHOP AND IN THE FIELD SHALL BE PERFORMED BY CERTIFIED WELDERS ONLY. 3. WELDING ELECTRODES SHALL BE E70XX LOW HYDROGEN. D. CONNECTIONS, UNLESS OTHERWISE NOTED (U.O.N.): 1. TIGHTEN BOLTS BY THE "SNUG -TIGHT" METHOD. 2. FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIA. MIN. HIGH -STRENGTH BEARING TYPE BOLTS (A325N) WITH THREADS ASSUMED TO BE INCLUDED IN SHEAR PLANES. 3. CONNECTIONS NOT FULLY DETAILED IN PLANS SHALL BE DESIGNED BY CONTRACTOR ACCORDING TO AISC STANDARDS. IF FORCES ARE NOT PRESENTED IN PLAN OR DIRECTLY IMPLIED THEREIN, CONNECTIONS SHALL BE BASED ON THE FULL CAPACITY OF THE SECTION(S) - EXCEPT THAT STEEL CONNECTIONS FOR BEAMS SIMPLY SUPPORTED AND UNIFORMLY LOADED MAY BE BASED ON 55% OF THE AISC UNIFORM LOAD CARRYING CAPACITY OF THE BEAMS. 4. CONNECTIONS SHALL BE DOUBLE ANGLE OR STANDARD SHEAR TAB TYPE U.O.N.. SINGLE ANGLE AND EXTENDED SHEAR TAB CONNECTIONS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY DETAILED AS SUCH HEREIN. E. SHOP DRAWINGS (SEE SUBMITTALS) SHALL INCLUDE COMPLETE DETAILING OF STRUCTURAL STEEL MEMBERS AND CONNECTIONS AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL FRAMING. F. GROUT UNDER BEARING PLATES SHALL BE NON-METALLIC, NON -SHRINK TYPE WITH A COMPRESSIVE STRENGTH OF AT LEAST 6000 PSI WHEN BEARING ON 3000 PSI CONCRETE, AND 8000 PSI WHEN BEARING ON 4000 PSI CONCRETE. G. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED OR OTHERWISE PROTECTED. H. ALL STEEL EXPOSED TO SOIL SHALL BE ENCASED IN CONCRETE OR OTHERWISE PROTECTED. STRUCTURAL INSPECTION A. THE CONTRACTOR OR OWNER SHALL EMPLOY A QUALIFIED INDEPENDENT INSPECTION AGENCY, THIS AGENCY (REFERRED TO AS INSPECTOR HEREIN) SHALL BE RESPONSIBLE FOR VERIFYING THAT PROJECT STRUCTURAL WORK IS ACCOMPLISHED IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. B. DURATION AND FREQUENCY OF JOB VISITS SHALL BE SUFFICIENT FOR THE INSPECTOR TO STATE AT THE COMPLETION OF THE PROJECT THAT THE STRUCTURAL WORK IS ACCOMPLISHED, AND ITS RELATED ELEMENTS HAVE BEEN ERECTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SPECIFIC SYSTEMS TO BE INSPECTED INCLUDE: FOUNDATION CONCRETE (GENERAL, SLAB ON GRADE) STRUCTURAL STEEL C. THE FOREGOING LIST IS NOT INTENDED TO BE ALL INCLUSIVE. THE INSPECTOR SHALL USE HIS PROFESSIONAL JUDGMENT AND HIS KNOWLEDGE OF THE JOB SITE CONDITIONS AND THE CONTRACTORS' PERFORMANCE TO DECIDE WHICH ADDITIONAL STRUCTURAL SYSTEM OR ITEMS MAY REQUIRE ATTENTION. D. THE INSPECTOR DOES NOT RELIEVE THE CONTRACTOR'S CONTRACTUAL OR STATUTORY OBLIGATIONS. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR ANY DEVIATIONS FROM THE OFFICIAL CONTRACT DOCUMENTS. THE INSPECTOR WILL NOT REPLACE THE QUALITY CONTROL PERSONNEL OF THE CONTRACTOR. E. ALL INSPECTION REPORTS SHALL BE FORWARD BY THE INSPECTOR TO THE ENGINEER AND ARCHITECT OF RECORD. AB ANCHOR BOLTS T & B TOP AND BOTTOM ADDL ADDITIONAL T & G TONGUE AND GROOVE ALT ALTERNATE THK THICK ANCH ANCHOR THIRD THREAD/THREADED APFROX APPROXIMATE TB TIE BEAM ARCH ARCHITECTURE/ARCHITECTURAL TOC TOP OF CONCRETE BB BOND BEAM TOM TOP OF MASONRY BLDG BUILDING TOS TOP OF STEEL BM BEAM TYP TYPICAL BO BOTTOM OF (SEE TO) TS TUBE STEEL BOT / BTM BOTTOM LINO UNLESS NOTED OTHERWISE BP BASE PLATE/BEARING PLATE LION UNLESS OTHERWISE NOTED BRG BEARING VERT VERTICAL BTW BETWEEN VIF VERIFY IN FIELD CANT CANTILEVER W WIDE FLANGE CB CONCRETE BEAM WB WALL BEAM (TILT) CC CONCRETE COLUMN WC WALL COLUMN (TILT) CIP CAST IN PLACE W/ WITH CJ CONSTRUCTION JOINT W/0 WITHOUT CL CENTERLINE WD WOOD CLR CLEAR/CLEARANCE WGT WEIGHT COL COLUMN WH WEEP HOLE CONC CONCRETE WP WORKING POINT CONNX CONNECTION WT STEEL TEE SECTION CONST CONSTRUCTION WWF WELDED WIRE FABRIC CONT CONTINUOUS @ AT CORR CORRUGATED & AND CMU CONCRETE MASONRY UNIT DET DETAIL DIAIDIAM DIAMETER DIM DIMENSION DIST DISTANCE DN DOWN DR DRAIN DWG DRAWING DWL DOWEL EA EACH EE EACH END EF EACH FACE EJ EXPANSION JOINT EL, ELEV ELEVATION ELECT ELECTRICAL EMB EMBEDMENT ENGR ENGINEER EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ES EACH SIDE EXIST EXISTING EXP EXPANSION EXT EXTERIOR EW EACH WAY FAB FABRICATE FD FLOOR DRAIN FDN FOUNDATION FF FINISHED FLOOR FIN FINISH(ED) FL, FLR FLOOR FTG FOOTING GA GAGE/GAUGE GALV, GV GALVANIZED GC GENERAL CONTRACTOR HAS HEADED ANCHOR STUD HB HIGH BEAM (MASONRY) HORIZ HORIZONTAL HSB HIGH STRENGTH BOLTS HSS HOLLOW STEEL SECTION HT HEIGHT INT INTERIOR JST JOIST JT JOINT K KIPS KO KNOCK OUT KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH L ANGLE LB LOW BEAM (MASONRY) LBS POUNDS LD DEVELOPMENT LENGTH LDH LONG DIMENSION HORIZONTAL LDV LONG DIMENSION VERTICAL LGTH LENGTH LLBB LONG LEG BACK TO BACK LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAIL MATERIAL MAX MAXIMUM MB MASONRY BEAM MC MOMENTCONNECTION MC MASONRY COLUMN MCJ MASONRY CONTROL JOINT MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURE/MANUFACTURERS MIN MINIMUM MISC MISCELLANEOUS MTL METAL NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OPNG OPENING OPP OPPOSITE PB PARAPET BEAM (MASONRY) PCC PRECAST CONCRETE PL PLATE PLF POUNDS PER LINEAR FOOT PLY PLYWOOD PREENG PRE-ENGINEERED PREFAB PREFABRICATED PRELIM PRELIMINARY PROJ PROJECTION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PT POST TENSION(ING) (ED) PW PANEL WIDTH RAD RADIUS RB ROOF BEAM (MASONRY) RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REF REFERENCE REINF REINFORCING REQ'D REQUIRED REV REVISION RTU ROOF TOP UNIT RW RETAINING WALL SECT SECTION SCHED,SCH SCHEDULE SIM SIMILAR SP,SPC SPACE/SPACES SPECS SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL STD STANDARD STL,ST STEEL STRUCT STRUCTURAL SYM SYMMETRICAL 2 V C 0 Q. 0 V (� co .� cM N C i U cMio W -0 V Z. LL cu E 2 td L a (D �N E >''. a) z cD m .4- co I- U) U L 0 .L U) cu U) 1 cn c 0 E E 0 U QD N� a--+ co �n LL c =�O M `U �Y z >,O W •�ONt�. mYNa �o a. :. U) W 0 z J ui w zJ W w V w x U) y Q\� C� w m z rn o a M_ LLI m cr- N L. m O H w � Q � 2 o; i .... ..... ...... ... ....... _ ...... . ......... ............... — — - - ------ FOUNDATION PLAN SCALE:118"=1'-0" REF: "erne: . ........ . .... ......... . .............. .... ......... .......... U X" ISOLATION JOINT IF COL. IS ERCETED BEFORE SLAB qEF: ARCH DRAWINGS IS PLACED PROVIDE PAPER BOND BREAKER AT COL. FACE (NO DOWELS) C.J. Lj 92 FOUNDATION DETAIL SCALE:314"=1'4" REF: EXPANSION JOINT MATERIAL, REF: ARCHITECTURAL DWGS. x x xx x ------ x - Expansion Joint TYP. "E.J " / — PRE-FAB GALV, METAL KEYWAY x x � � x ---- x Construction Joint OCCURS ONLY @ "Cl" LOCATIONS BTW. POURS 118 TO 3116 WIDE X 1" DEEP GROOVE WI SAW CUTS TO BE MADE WITHIN 24 HOURS HIGH TRAFFIC SEALANT FILER OF POUR, WWF SHALL BE CONTINUOUS @ ALL C.J.S. U.O.N. ON PLANS x x x x x x 3 FOUNDATION DETAIL SCALE:314"=1'-0" REF: " 1 *A RADC (1 4T- (1 P 8" ALTERNATE CONSTRUCTION JOINT TYP. "Al" 4 FOUNDATION DETAIL SCALE:314"=1'-0" s REF: c Z m M o w 0 U o 22 Z m `1 rY N W L o U m Lj A d U si 81-3Y411 x w .. .. . ........... *'*** . ...... FRAMING PLAN SCALE: 118"=l'-0' REF: ......................... lo: ................ ............... ................. .......... ....... ..... .... .... ....... ...... .. ........ . . ......... ........... . ........... .......... ... . . . . ......... ........ .. . ..... ............. :� ............ RTU [48" MAX. HEIGHT ABV. FRAME] /I- — — I RTU DETAIL SCALE:3/4"=1'-0' REF: 3 RTU OPENING (<2000 LB) SCALE:3/4"=l'-0' REF: NOTE: PRE-ENGINEERED CURB BY RTU SUPPLIER NAILER SUPPLIER W/ CURB, ATTACH TO CURB AS PER MANUFACTURER'S RECOMMENDATIONS I SPECS. RAIL, SUPPLIED WITH RTU SECURE CURB TO STEEL FRAME USING #12 TEK SCREWS, 2 @ EA. CORNER & 12" O.C. BTW. STL. DECK, REF: GENERAL NOTES MICRO -HOLD (8 MIN.) (2 EA. SIDE) MICROMETIL, 16 GA, MICRO -HOLD HOLD DOWN. ATTACH TO UNIT RAIL REF: MANUF. FOR INSTALLATION REQUIREMENTS, REF. 50011 FOR DESIGN CRITERIA L6X6X3/BX0'-8", TYP. L4X4X1/4 (LLV), TYP. (2) JST. OR BM., REF: PLAN, TYP. L6X4X5/16 (LLV), TYP. (2) VERT. BRACE BTW, JST. TOP AND BTM. CHORDS TO NEAREST PANEL POINT, TYP. VERIFY ALL DIMENSIONS WITH EQUIPMENT SUPPLIERS CA PLO 728 ct q k T F-A, �40 "N a) c 0 C. :3 0 (DL_ Co ID C: 00 _j CD C.) m V-- co -0 Co i 0 U cu ui fa M E u- < n CciL a) z 0)cu 4- Lu co Q0 F- U) _j L_ 0 cf) (D CDL co U) I cn c 0 E E 0 Q cu o � i ���_ 0 LU ots (.5 z 0 0 U to 0. U) oLLI M !2 N(l) am_ U) 0 1 z ao L.Lj LL. d Z co CD LLI C) Q z 13 C14 UJ Lo n 0 Lu 0 'VID 6*Pk,3 fl�zmly * 6� 3�i n,,,, ��o,,i elite t4at� �;,, S l.�"S