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17-2655mlllff MOM . . w I �i PROJECT TEAM INDEX ARCHITECT: STEVEN E. MYOTT, ARCHITECT 0 i 639 EAST OCEAN AVENUE, SUITE 403 BOYNTON BEACH, FLORIDA 33435 STEVE MYOTT T: 561.734.7034 4 E: smyott@semarchitecture.com U rail O / ELECTRICAL 1OUCKS ENGINEERING INC. PLUMBING 4520 NE 18TH AVE. STE# 400 FORT LA �, MECHANICAL: O LAUDERDALE, FL 33334 BOB LOUCKS T: 954.938.1818 E: bob@louckseng.com m I 0 v NI TENANT: VERITAS LEGAL PLAN INC. >1 639 EAST OCEAN AVENUE SUITE 401 10 BOYNTON BEACH, FL 33235 0 ANGELO ANZALONE T: 561-319-4850 E: angelo@veritaslegalplan.com 0 N N U 0 I i r Q 01 TENANT I-MrROVEMENT VERITAS - INTERIOR RENOVATION 639 E. OCEAN AVENUE, SUITE 401 BOYNTON BEACH, FL33435 DRAWING INDEX SCOPE OF WORK • INTERIOR TERIORMRENOAATION 0 � i�N�JNG DEMISED OFFICE SUITE CONSISTING OF APPROXIMATELY 1)18 SQ -FT. • NEW ADA ACCESS15LE WASHROOM AND SHOWER • ELECTRICAL, MECHANICAL AND PLUMBING A$ NECESSARY TO ACCOMMODATE NEW WORK PROJECT LOCATION PROJECT INFORMATION ALL WORK TO BE PEFZFOR'9ED 1N ACCORDANC� WITH THE FBG. 5TH EDITION (2014), THE FLORIDA FI PREVENTION CODE DEC 2011 EDIiICN�I WITH LATEST SUPPLEMENTS RE PRE LEVEL OF ALTERATION --------------LEVEL 11 FE5C SEC 504 HEIGHT OF BUILDING --------------I STORY PROJECT AREA: --------------APPROXIMATELY 1,218 $Q, FT. OCCUPANT LOAD --------------1,218 SF 1100 SQ. FT. / PERSON = 13 OCCUPANTS LOAD (EXIT REQ'D)--------------I EXIT REQUIRED, I PROVIDED TRAVEL DISTANCE --------------300' (SEE EGRESS PLAN) COMMON PATH DISTANCE: --------------100' (SEE EGRESS PLAN) TYPE OF CONSTRUCTION: -------------- TYPE 1115 - SPRINKLERED E UNPROTECTED OCCUPANCY CLASSIFICATION: ______________ FLORIDA EUILDWj CODE ICATICN CFCUP 5 5 SWES5 NMA 10 CLA%IFICATIGN (51SIPE55) C! A%1FICATIrN CF Hoz 1;CF Cc MHT, 1 -HR FIRE SEPARATION WALL EXISTING BETWEEN BUSINESS AREAS CLASS OF REHABILITATION PER NFPA 101, CHAPTER 43, IS: MODIFICATION NORTH PROJECT LOCATION NORTH *_1 Permit No. 49D � REVI IED BY RATE Structural �l Plumbing Mechanical Ecru fir # Fire7 7777 other Processed by; ALL W4RK INVOLVED ON THIS PERMIT SHALL CONFORM WITH ALL CkTY flF BOYt�JTOPd BEAGN 6UiLDING GOQES. VICINITY MAP SITE LOCATION q " €'4z :6 _5 F— e. 2 4x< x 4t.f U j _.. Z= LUI UJ 3 w � PRELIMINARY PLAN 2 05x020#1 W90 COMPLETION w w Lu M I— -t Oo O0 Q �(y) —► Q> QN WO nN wL0 Z8 Zo H O zLLJ ARCHITECTURAL �o �4o U Q w W 0 m w z U I w Oz A000 ACCESSIBILITY REQUIREMENTS • • 0- m I@f li'Ul.%C1t AD C>i liCN Pi.AN t .., A110 REFLECTED CEILING PLAN ND EGRESS PLAN • • �0 F11�ISI� PIAN A�1D SC�DI�L1 � ... .., . .. . � • A200 INTERIOR ELEVATIONS AND DETAILS s • ..: CONSI1CTIot n1 ...... ... �. . ENGINEERING ;E1 ELI=CTRICAL$;�L >� � E2 ELECTRICAL DETAILS, NOTES AND RISER • • Ml _ tC#,41GLlr' M2 MECHANICAL DETAILS AND NOTES • • P2 PLUMBING DETAILS AND NOTES • • SCOPE OF WORK • INTERIOR TERIORMRENOAATION 0 � i�N�JNG DEMISED OFFICE SUITE CONSISTING OF APPROXIMATELY 1)18 SQ -FT. • NEW ADA ACCESS15LE WASHROOM AND SHOWER • ELECTRICAL, MECHANICAL AND PLUMBING A$ NECESSARY TO ACCOMMODATE NEW WORK PROJECT LOCATION PROJECT INFORMATION ALL WORK TO BE PEFZFOR'9ED 1N ACCORDANC� WITH THE FBG. 5TH EDITION (2014), THE FLORIDA FI PREVENTION CODE DEC 2011 EDIiICN�I WITH LATEST SUPPLEMENTS RE PRE LEVEL OF ALTERATION --------------LEVEL 11 FE5C SEC 504 HEIGHT OF BUILDING --------------I STORY PROJECT AREA: --------------APPROXIMATELY 1,218 $Q, FT. OCCUPANT LOAD --------------1,218 SF 1100 SQ. FT. / PERSON = 13 OCCUPANTS LOAD (EXIT REQ'D)--------------I EXIT REQUIRED, I PROVIDED TRAVEL DISTANCE --------------300' (SEE EGRESS PLAN) COMMON PATH DISTANCE: --------------100' (SEE EGRESS PLAN) TYPE OF CONSTRUCTION: -------------- TYPE 1115 - SPRINKLERED E UNPROTECTED OCCUPANCY CLASSIFICATION: ______________ FLORIDA EUILDWj CODE ICATICN CFCUP 5 5 SWES5 NMA 10 CLA%IFICATIGN (51SIPE55) C! A%1FICATIrN CF Hoz 1;CF Cc MHT, 1 -HR FIRE SEPARATION WALL EXISTING BETWEEN BUSINESS AREAS CLASS OF REHABILITATION PER NFPA 101, CHAPTER 43, IS: MODIFICATION NORTH PROJECT LOCATION NORTH *_1 Permit No. 49D � REVI IED BY RATE Structural �l Plumbing Mechanical Ecru fir # Fire7 7777 other Processed by; ALL W4RK INVOLVED ON THIS PERMIT SHALL CONFORM WITH ALL CkTY flF BOYt�JTOPd BEAGN 6UiLDING GOQES. VICINITY MAP SITE LOCATION q " €'4z :6 _5 F— e. 2 4x< x 4t.f U j _.. Z= LUI UJ ARCHITECT ".0 OT i 6 W er R000.148�' ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED, DUPLICATED OR DISCLOSED IN ANY FORM WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT PROJECT NO: 11.036 DRAWN BY: PC CHECKED BY: SM NO: DATE: _ SSU D F OR. ISSUED r C� PRELIMINARY PLAN 2 05x020#1 W90 COMPLETION 3 01052011 z O Lu M I— -t (") Q �(y) —► Q> LL;LL_ H O zLLJ z: > ry U Q w W 0 m w z U I w Oz Z w O 0- m M %O ARCHITECT ".0 OT i 6 W er R000.148�' ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED, DUPLICATED OR DISCLOSED IN ANY FORM WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT PROJECT NO: 11.036 DRAWN BY: PC CHECKED BY: SM NO: DATE: _ SSU D F OR. ISSUED 1 04!042011 PRELIMINARY PLAN 2 05x020#1 W90 COMPLETION 3 01052011 PERMIT COVER SHEET CVR 1 I ABBREVIATIONS GENERAL CONSTRUCTION TYPICAL ADA REQUIREMENTS 10" Max. 3011 .01 „10"-2411. 3011 �tv,Sj� - ?< X cY1 10" max 0551 tURE 308.3 REACHD SIDE LIMIT MaTREACH RE 8.2.2 ACS{ LIM►TF1) SIDE MTFjMq D FORWARD FIGTrGR s'PACED�gT�}L'oui TFEOBS3iTSHALL A`'lasT FIGURE 308.3.1 FIGURE �i�� 308.2.1 REACH LIMITS FOR WHEELCHAIR USERS. ASDEEPASTNEREACHDISTIN X 1 � 11 1111 I�n i � 11 11,1 I�n 4 `2 4'2 v 2 1 32" MIN. N IDRAIL AJDRAIL 1 " min Izll III III !4 -1121112 I I it 1111 � 4 `2 14 -12 CHANGES IN LEVEL CHANGES IN LEVEL wx FIGURE 303.2 FIGURE 303.3 FIGURE 404.2.3 HAWRAIL GRAB BAR 12° wANc>RAL CLEAR DOORWAY WIDTH & FIGURE 505.5 (A,B,C,D,E) SECTION 609.2.1 (D) SECTION 609.3 ACCESSIBLE ROUTE - CHANGES IN LEVEL DEPTH SIZE AND SPACING OF HANDRAILS AND GRAB BARS LOIt�RINCs "OLF CAB TV CUL K JOINT hTYPT= ' � CONrIr FLOORING uNDER REMOVABLE caBMEr SECTIONS 902.2 &902.3 (A) BEAN REMOVAL OF BASE CABINET D LOWERI% OF OF WALL CABINET WORK SPACE lZEMOVAA C' HE CA51NTrADBASE REMOVED ANDC 1, ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, . FLEX BLE STANDARDS, OR RESTRICTIONS, WHERE INDICATED ON THE PLANS OR NOT, z OM_ 2, CONTRACTOR TO VERIFY THAT ALL REQUIRED APPROVALS PERTAINING TO THE PROJECT HAVE BEEN SATISFIED CAULK SPLITINT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 'ECT C/) Q N 3. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION, USE FIGURED DIMENSIONS ONLY, DO �--- GYPSUM DRYWALL PER i irrri NOT SCALE THE DRAWINGS. (OTI Y ARCHITECT IMMEDIATELY OF ANY VARIATIONS ON THE CONSTRUCTION DOCUMENTS AND OR SPECIFICATIONS). uj u- 4, APPLY AND/OR INSTALL� ALL PRODUCTS AND MATERIALS ACCORDING TO MANUFACTURER'S PUBLISHED INSTRUCTIONS OR, IF NO INSTRUCTIONS EXIST, INSTALL PER STANDARD INDUSTRY PRACTICE. GRAB BAR "OR SIMILAR 5. SUBMIT A COP OF THE CONTRACT DOCUMENTS ISSUED FOR PERMIT' BY THE BUILDING DEPARTMENT, TO THE ARCHITECT PRIOR TO START OF CONSTRUCTION, `r m (o. ALL DIMENSIONS ARE NOMINAL TO FACE OF STRUCTURE. PROVIDE 2X6 WOOD BLOGKINCs / BETWEEN STUDS FOR FULL 1. ALL WINDOW AND DOOR SIZES ARE NOMINAL. VERIFY MANUFACTURER'S ACTUAL AND ROUGH OPENING DIMENSIONS. w 8. ALL WINDOWS AND EXTERIOR DOORS SHALL BE WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE APPLICABLE CODES. LENGTH OF GRAB BAR OR LAVATORY TO APPLIED A-I'FSOCTION 9, CONTRACTOR'S SCOPE OF WORK INCLUDES ALL CONSTRUCTION NECESSARY TO ACCOMPLISH THE INTENDED CONTINUE Fi UNDER IZEMOYABLf� RESULT. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY DETAIL OF CONSTRUCTION, TYPICAL 10. SHUTTERS (IF APPLICABLE): REFER TO MANUFACTURER'S SPECIFICATION AND SHOP DRAWINGS FOR INSTALLATION SECTION 606.2 SIXIL SLIP JOINT M TAIL PIECE AND CONNECTION DETAILS. ALL SHUTTERS SHALL BE REVIEWED AND A PRO BY THE ARCHITECT OF SHUTTERS SHALL MEET AND 0 RECORD. COMPLY WITH SOUTH FLORIDA BUILDING CODE. AND SATISFY THE T REQUIREMENTS OF BROWARD COUNTY PRODUCT APPROVAL. SHUTTERS SHALL BE PROVIDED AT ALL WINDOWS, UNLESS DOORS, AND GLASS BLOCKS OPG'S THE WINDOW, DOOR, OR GLASS BLOCK HAS AN APPROVED PRODUCT APPROVAL NUMBER AND COMPLIES WITH ALL REQUIRED TESTINGS. (A) BEFORE REMOVAL OF CABINETS AND BASE 11, REFER TO ELECTRICAL/MECHANICAL DRAWINGS FOR CHASE LOCATIONS. TYPICAL BACKING DETAIL 12. NO CHANGES OR SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. SINK 13. SUBCONTRACTORS TO SUBMIT SHOP DRAWING TO OWNER FOR ARCHITECT'S / ENGINEER'S APPROVAL. 14, SHOULD THE SCOPE OF WORK FOR ANY REASON NOT BE FULLY INDICATED ON THE CONTRACT DOCUMENTS THE RGURE 404.2.4.1 ARCHITECT SHOULD BE CONTACTED IMMEDIATELY, MANEUVER NG CLEARANCES AT p SITE AND VERIFY THE 15. ARCHITECTS DIMENTHE NSS�ON$, DSSION ETAILS, F ANY BIDS THE AND INFORMATION PEER AINING ORS LTHEI IT THEPROJECT. IF ANYIRPJECT DISCREPANCIES OR CONFLICTING INFORMATION, ARE PRESENT, THE SUBCONTRACTORS SHALL NOTIFY THE OWNER IMMEDIATELY. ANY INFORMATION DISCREPANCY, MISSING OR CONFLICT NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO THE FINAL BID SUBMISSION SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTORS AND NO ADDITIONAL COST TO THE OWNER IR CONDITIONING 16. THE SUBCONTRACTORS SHALL INCLUDE IN HIS BID ALL WORK NECESSARY TO ASSURE THE PROJECTS COMPLIANCE WITH THE MOST STRINGENT REQUIREMENTS OF THE APPLICABLE CODES. 11, THE SUBCONTRACTORS SHALL REFER TO THE APPROPRIATE SHOP DRAWINGS FOR INFORMATION RELATIVE TO THE BUILDING STRUCTURE, COLUMNS, FLOOR AND ROOF FRAMING. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND DISTRIBUTING ALL CURRENT DRAWINGS TO ALL SUBCONTRACTORS AND VENDORS DURING THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL MAINTAIN ON SITE IN A CONVENIENT LOCATION, A COMPLETE SET OF THE SIGNED AND SEALED PERMIT DOCUTTS, INCLUDING ALL THE LATEST REVISIONS, ADDENDUM, SHOP DRAWINGS ,AND SUPPLEMENTAL INFORMAT ON AS MAY FOR BE REQUIRED PROPER EXECUTION OF THE PROJECT. 19, THE CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORD WITH SUBCONTRACTORS ,SUPPLIERS, VENDORS AND SPECIALTY CONTRACTORS, 20. ALL GLAZING AT HAZARDOUS LOCATIONS SUCH AS TUB, SHOWER ENCLOSURES, WINDOWS, ETC. SHALL BE CATEGORY 7 SAFETY GLASS. 21. UPON COMPLETION OF THE PROJECT THE CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH A SET OF AS BUILT PLANS. 10" Max. 3011 .01 „10"-2411. 3011 �tv,Sj� - ?< X cY1 10" max 0551 tURE 308.3 REACHD SIDE LIMIT MaTREACH RE 8.2.2 ACS{ LIM►TF1) SIDE MTFjMq D FORWARD FIGTrGR s'PACED�gT�}L'oui TFEOBS3iTSHALL A`'lasT FIGURE 308.3.1 FIGURE �i�� 308.2.1 REACH LIMITS FOR WHEELCHAIR USERS. ASDEEPASTNEREACHDISTIN X 1 � 11 1111 I�n i � 11 11,1 I�n 4 `2 4'2 v 2 1 32" MIN. N IDRAIL AJDRAIL 1 " min Izll III III !4 -1121112 I I it 1111 � 4 `2 14 -12 CHANGES IN LEVEL CHANGES IN LEVEL wx FIGURE 303.2 FIGURE 303.3 FIGURE 404.2.3 HAWRAIL GRAB BAR 12° wANc>RAL CLEAR DOORWAY WIDTH & FIGURE 505.5 (A,B,C,D,E) SECTION 609.2.1 (D) SECTION 609.3 ACCESSIBLE ROUTE - CHANGES IN LEVEL DEPTH SIZE AND SPACING OF HANDRAILS AND GRAB BARS LOIt�RINCs "OLF CAB TV CUL K JOINT hTYPT= ' � CONrIr FLOORING uNDER REMOVABLE caBMEr SECTIONS 902.2 &902.3 (A) BEAN REMOVAL OF BASE CABINET D LOWERI% OF OF WALL CABINET WORK SPACE lZEMOVAA C' HE CA51NTrADBASE REMOVED ANDC I I I I I . FLEX BLE z OM_ I IX 11 CAULK SPLITINT 30" m in. � 00 C/) Q N CLEAR �--- GYPSUM DRYWALL PER i irrri METAL STUD f- GYPSUM DRYWALL uj u- A GRAB BAR "OR SIMILAR 12)%`X3° LsYs gp�TS PER I �_ SIh' ORI, TYP cl AL `r m `r m PROVIDE 2X6 WOOD BLOGKINCs / BETWEEN STUDS FOR FULL GRAB BAR, OR SIMILAR w r li % LENGTH OF GRAB BAR OR LAVATORY TO APPLIED A-I'FSOCTION PlmDE 2x6 IIID BLOWING = BETWEEN STUDS FOR FULL CONTINUE Fi UNDER IZEMOYABLf� CONfIt FL LWDER RkTi0VAS1 E� TYPICAL LENGTN Of GRAB 8AR OR LAVATORY TO SUPPORT 250 SJ E IPD M ANY SECTION 606.2 SIXIL SLIP JOINT M TAIL PIECE SECTION 606.3 - 0 i�oN T i I (A) BEFORE REMOVAL OF CABINETS AND BASE (8) CABINETS AND BASE REMOVED AND HEIGHT ALTERNAT. 5 TYPICAL BACKING DETAIL (y) SINK NOTE: Y=48 N F THE 1 M HAS A IF RGURE 404.2.4.1 y 1 I I I I I O z OM_ I IX 11 � 00 C/) Q N NT=ITM IF THE DOOR HAS BOTH A CLOSER uj u- AND A LATCH 0 Z z= Lu U z i i i I40 i i moll X i 22"min i w i NOT�: Y=48 IN F THE DOOR HAS BaT�- A CLOSER AND A LATCH NO X=36 N F : 60nml k N IF Y= 54" MIN. Lau Z 24" min. U� 24"min I W 0 T i I m i ( NOT_Y=54 IF THE (y) �oOR HA5 A CLOSER NOTE: Y=48 N F THE 1 M HAS A IF RGURE 404.2.4.1 MANEUVER NG CLEARANCES AT DOORS IF HOT WATER 15 48" MIN PROVIDE P PIPWS IN 0"-25" PROTECT�VESULATION TTQ _ MEDICINE &Ftou�R 511 15„ 24 MAXR?O FBG SECTION 11-it4 s4J CAB NET - ROD Max. Min,TO 11-424.1 MIRROR 6, - - - 20"-2' ~� X 't: X 1------------ n L ji Fj £i i "i °F 1 ( r� 61 i XtP u y hI� I i i- - ----- - z 811 min - N Flims SAN.NAP. SOAP Tq�L, T QP "Vol TOILET %VAR SURFACE COAVROW MtN I7r 4 i r EXTW 1SHERB DISPENSM DISPENSER DISPIB`i D �S LASER DISpg�R DISPOSAL SEAT HEAD/ MOUNTED HOOK '� `� "' N 9" Mi . FE�ACLE DISPOSE Dl�SER 5R AND 3 MIN &MCLLO T. SPOUT HEIGHT AND KNEE SPOUT HEIGHT FOR STANDING CLEAR FLOOR11 CLEARANCE PERSON SPACE I1 MIN. CLEARANCE SECTION 602.4, 602.5 SECTION 602.7 SECTION 602.2 CLEARANCE 11" MIN TYPICAL MOUNTING HEIGHTS SECTION 606.3 FIXTURE DEPTH NOT ALL DIAGRAMS APPLY DRINKING FOUNTAINS AND WATER COOLERS LAVATORY CLEARANCE TYPICAL ADA REQUIREMENTS ol SURFACE MOUNTED TOILET TISSUE DISPENSER 0 19" A.F.F. TO CENTERLINE 1-Y" 0 36' L STAINLESS STEEL GRA BARS W/ CONCEALED MOUNTINGS. 1-V 0 42" L STAINLESS STEEL GRAB BARS W/ CONCEALED MOUNTINGS. SURFACE MOUNTED SOAP DISPENSER 04/ ADA MI 40" TO BOTTOM OF GLASS. PAPER TSL DISPENSER H.C. WATER CLOSET. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL 6 COMPLY WITH SECTION 11-421.4. C 4TROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS NO MORE THAN 44 INCHES (1120 MM) ABOVE THE FLOOR H.C. LAVATORY AND FAUCET NOTE. ACCESSIBLE KNEE SPACE PER FARC 11-4246 HOT WATER AND DRAIN PIPES EXPOSED UNDER 7i -E SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED AS TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS. TYPICAL ADA RESTROOM MAY NOT REFLECT ACTUAL ORIENTATION/SIZE OF RESTROOM. SEE CONSTRUCTION PLANS FOR FINAL LAYOUT. I SCLLEAR FLOOR 60° MIK ( 48" MIN FIGURE 604.3.1 FIGURE 608.2.1 WATER CLOSET, URINAL AND SHOWER CLEAR FLOOR SPACE. 13 1/2" . Min. #. CLEAR z I FLOOR � ,SPACE # I f 48" MIN SECTION 605.3 Ill, MIN. � j LOOK ACE + L..-.--•-- ' 19,1 MA 48" min. ARCHITECT M�{0TT q� .�':, GTr O d�•,. s Rp'0'0'1-4:$a ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED DUPLICATEDOOR DISCLOSED INANYMAY WITHODUT, THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT PROJECT NO: 11036 DRAWN BY: PC CHECKED BY: SM NO: DATE: ISSUED FOR: 1 04-0420n PRELIMINARY PLAN 2 05.102011 W- COMPLETION 3 01052011 PERMIT 40" MIN 56" MIN. ACCESSIBILITY l0',' 46"MIN. IAREA 26" 14„MINMIN- REQUIREMENTS . X X co i r;=Rlokl=TA%j=vj F11111111 .1 w1gill -4- a if a i1 a I• a'� a a . ! • ! • 1 .� ' ay • ' a •' a i• a. S'F'91 • • .a • +. a ii' • a" aG '♦ Mo. a�1 • a a a ♦ Iia i• 111 O z OM_ Lo LLI M � 00 C/) Q N (y) uj u- 1--- 0 Z z= Lu U --- ry w w > Q Q Lu W w zm Q Lau Z U� W 0 Z Lu O m (y) ARCHITECT M�{0TT q� .�':, GTr O d�•,. s Rp'0'0'1-4:$a ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED DUPLICATEDOOR DISCLOSED INANYMAY WITHODUT, THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT PROJECT NO: 11036 DRAWN BY: PC CHECKED BY: SM NO: DATE: ISSUED FOR: 1 04-0420n PRELIMINARY PLAN 2 05.102011 W- COMPLETION 3 01052011 PERMIT 40" MIN 56" MIN. ACCESSIBILITY l0',' 46"MIN. IAREA 26" 14„MINMIN- REQUIREMENTS . X X co i r;=Rlokl=TA%j=vj F11111111 .1 w1gill -4- a if a i1 a I• a'� a a . ! • ! • 1 .� ' ay • ' a •' a i• a. S'F'91 • • .a • +. a ii' • a" aG '♦ Mo. a�1 • a a a ♦ Iia i• 111 DEMOLITION PLAN NOTES DEMOLITION PLAN GENERAL NOTES (AS APPLICABLE) EXISTING INTERIOR WALLS, ABANDONED WIRING AND ANY ASSOCIATED Di CONSTRUCTION TO BE REMOVED IN ITSENCARffY (AS INDICATED BY DASHED 1. A OV4L cf lOR 7 7H ETX NCUATI LITI DSO IITION, ANY OTTHI I R REQUIRED LINES) AND PROPERLY DISPOSED TYPICAL AND MATER ALSQU D TO COMPLETE THE DEMO fON SE T VEREMOyAL ANi Q2 EXISTING MASONRY WALL TO REMAIN. COORDINATE EXTENT OF WPRK WITH NEW SUBSEGKIEN OFF SITE DISPOSAL OR STORAGE AL TEMS tUITN�T}}.{{� PROD CT AR CONSTRUCTION PLAN A SCHEDULE SHALL BE SUBMITTED TO Ott1h1ER ALOW�s WTH THE DEMOLITION BD. EXISTING ELECTRICAL PANEL To BE� REMOVED E RELOCATED. COORDINATE 2. THE �� TOR SHALL COORDINATE D OLITION WITH THE LANDLORD 0p�p D3 EXTENT OF WORK WITH NEW CONSTRUCTION PLAN AND ELECTRICAL DRAWINGS LEASING 92WOR AND/OR TENANT AND SH L MEET THE RULES AND REGU�ATI�lS SET FOR1H BY THE LANDLORD, OWNER, AND/OR LEASING AGENT, 3, THE CONTRACTOR SHALL SUPPLY THE owier 8 CLIENT WITH ALL DOCUMENTAT►ON REQUESTED_ 04 EXLIISCN5THHASEON PLA FRAME TO REMAIN. COORDINATE EXTENT OF WORK WITH DS E 16TITIoN WINDOW /cONSTRUCT�IOTN5Y5TEM TO REMAIN. PROTECT DURING 0) O Q E N O n O N LoLo r" ABEL D, z ' O DEMOLITION T'1-,�N I SCALE: A" : P-0" DEMOLITION PLAN GEN.NOTES (CONT'D) (AS APPLICABLE) 18. A&LL FIREEXTINGUISHERS AND F.E. CABINETS SCHEDULED TO BE REMOVED AND STOREI 19, KETAL( EXISTING EXIT LIGHTS. CLEAN REPAIR AND RE� IF IN GOOD CONDITION 0 APDL CABLE AT LOCAT ONS SHOWN N REFLECTED CEILING PLAN 11. M A I N I'f IIN YrQzzMItt�.��,4}{NU Lit: (-'XC)f'tXfI 5 MV&t t<Un T UI"IULAIICJ t Lr WA')It, DPREMI S ko PUBLIG 4RR'T 5 SERO M NCLEAN SN DA AILMBA51S. LEAVi: 22. NO STRUCTURAL ELEMENTS SHALL REMOVED. CONTACT ARCHITECT PRIOR TO REMOVAL OF ANY CONCRETE OR MRY 23, THE G.C. SHOULD MAINTAIN LIFE SAFETY STANDARDS AT ALL TIMES. 24, G.C, TO STRIP DOWN PARTITIONS THAT ARE PART OF THE_ SCOPE OF WORK TO _ DEMOLITION PLAN LEGEND ALL FLED SEE DESIGNATED * FOR MORE INFORMATION 4 9. CONTRACTOR rp°LITD�E7LIRCMLp CONTACT HANG�NPRIOODg q�p MS OPCIFIEDtON � \ THE PLANS. 10. COORDINATE WITH CONSTRUCTION DRAWINGS PRIOR TO BEGINNING DEMOLITION. 11. THE D15POSq� O ALL DEMOLITION ITEM,,? TO BE gY THE CONTRACTOR, HAULED AWAY FROM THE SITE. OWNER RESERVES THE RIGHT OF FIRST REFUSAL, 12, INRICD QTBEMOD FOUR FOIBLE LA1DL ALL STQRAG AND FRAMES THAT ARE 13, AtLO1mANDDIOBTA N ALP ROvAL U111NH D AT R 12 TFiRS(TE WITH OR 1T0oSED rOWE TERRUPTION. 14. vr: ALL WIR U11RIF DEMOLISHED RECEPTACLES TO SOURCE PANEL. REMOVE 15. THE CONTRACTOR SHALL FULLY 16. 11. L DENOTES DOOR TO BE REMOVED DENOTES EXISTING CONSTRUCTION TO REMAIN - - - DENOTES PROPOSED CONSTRUCTION TO BE REMOVED DENOTES EXISTING MASONRY WALL TO REMAIN CONSTRUCTION PLAN NOTES FUR OUT EXISTING MA50NRY WALL. SEE TAG AND DETAIL ON SHEET A600 FOR Cl MORE INFORMATION. C2 DENOORETSONEW INTEER.IOR PARTITION. SEE TAG AND DETAIL ON SHEET A600 FOR C3 { EW W�"1A71r R AND FRAME, REFER TO DOOR SCHEDULE FOR MORE EXk-M50LITIONANOWD/ STOREFRONT N1i SYSTEM TO REMAIN PROTECT DURING NEW ADA ACCESSIBLE RESTROOM. REFER TO SHEET A000 FOR ADDITIONAL G5 CLEARANCES, GRAB BARS AND MOUNTING HEIGHT REQUIREMENTS. NEW ADA ACCESSIBLE 514OUER. REFER TO SHEET A000 FOR ADDITIONAL C6 CLEARANCES, GRAB BARS AND MOUNT II HEIGHT REQUIREMENTS. C1 NEW MORE C� IAON OVEN / MICROWAVE. REFER TO DESIGNATED ELEVATION FOR C8 NEW 51Nc. REFER TO PLUMBING DRAWINGS FOR EXTENT OF WORK C9 ���aTl �R CABINETS. REFER TO DESIGNATED ELEVATION FOR Cao ��jENATI NANEL LOCATION. REFER TO ELECTRICAL DRAWINGS FOR CONSTRUCTION PLAN LEGEND /� KEY NOT . /� j SEE DE5 C�sNATED " FOR MORE INFORMATION } DENOTES EXISTING DOOR TO REMAIN --110--4" TYP. UDN. ?)C�_ DENOTES NEW DOOR. DOOR NUMBER. SEE DOOR SCHEDULE FOR MORE INFORMATION. WALL PATCH RAND REPAR TO MAINTAIN EX�NG F RE RAT T DENOTES PROPOSED CONSTRUCTION, SEE WALL TYPE NUMBER FOR CORRESPONDING WALL DETAIL —PARTITIONSEC ESPOND 1�FWAL TYPE SECTION N DETAIL SHEET 1 _ ELEVATION REFERENCE NUMBER 3A200 2 INDICATES SHEET NUMBER NAME k'— ROOM NAME — ROOM NUMBER CONSTRXTION PLAN 2 SCALE: WN = P-0" CONSTRUCTION GENERAL NOTES (AS APPLICABLE) CONI. ALL NEW WALLS TO BE TAPED, SPACKLED, AND SANDED SMOOTH READY TO RECEIVE NEW FINISH. L FINISH IN AREAS THAT ARE BEING PAINTED. SEE FINISH PLAN AND ELEVATIONS FOR MORE INFORMATION. ALL EXISTING WALL$ TO BE REFINISHED TO LIKE NEW APPEARANCE LEVEL 4 THROUGHOUT READY FOR NEW FINISH CGN2. REFER TO SHEET A600 FOR TYPICAL PARTITION TYPES. ALL PARTITIONS ARE TO BE WALL TPEY2 UNLESS OTHERWISE NOTED. CGN3. CGN4. uD11NDOOW MULL ON5, WINDOWSECURE DUB BRACED 0 DIUITPARTITIONSO� EXISTING COO CO� R BEADS RE IOENSTTLEDON ALL COER5 AND TO BE SPTI CGN6. STUD 51ZE SHALL BE PER MANrACTURER SPECIFICATION FOR HEIGHT, GAUGE AND SPACING UNLESS OTHERWISE NOTED. CGNI, STUDS AT DOOR JAMBS AND ON TOPS OF DOOR FRAMES MUST BE SCREWED TO RUNNER5 AT TOP, BOTTOMS AND BOTH SIDES, CGN8, DOUBLE STUDS ARE REQUIRED 6 BOTH JAMBS OF DOOR FRAMES f HEADER CGN9. F WON OR REGARD TO �ESAYFORPMUTNELW5TEFLO�T ALARMS, SIN A 551 � TIMES, 0 CONTRACT TE COMPLIMENTARY. HIBE LIAREMITEDTOWOR SHOWN HESE DRAWINGS BUT ADT � INCLUDE ALL CONSTRUCTION NECESSARY TO CSI PER FBC 1082: INSULATING MATERIALS H�I.}EN CONCEALED AS INSTALLED IN BUILDINNGS OF ANY TYPE OF CONSTRUC`t1ON SHALL HAVE A FLAME SPREAD RAT OF NOT MORE THAN 15 AND A SMOKE DEVELOPED RATING ON NOT MORE THAN 450. CGN , PER FBC 1115: COMBUSTIBLES SHALL OT BE PERMITTED IN CONCEALED SPAC,�15 OF I B DIRE -RETARDANT ORPI CONSTRUCTION. ANY WOOD OR WOOD BACE. CGN73. CONTTRACT MUST PROVIDE PORTABLE FIRE EXTINGUISHERSDURING EDNTIr ) ANNDDD MUST N PER FCLOMMPPLLY TIDA O 5� CTTIIOVNS 11633 6D 93�6(CURRENT ANBD 1 FPA 1141 SECTION 10.15 AND NEPA 11415ECTION 10151 (CURRENT EDITIONS) CGN IF APPLICABLE PER A 129-2.6 ((CURRENT EDITION) AT LEAST pNE E��LOOR IAT EACH SAEXTINGUISHER STAIRWAY AS PROVIDED ASN PCOi�T11Gg%E ON MATERIAL ACCUMULA S. NEPA 129-2 l U T EDITION) THE ►N{ITABILITY, DACC�AN�CWtWIT14 NFFA 10, STANDARD FCR 84_ DISTRIBUTION EXTINGUISHERS. CGNE SEE DETAIL SHEET A600 FOR SLAB INFILL DETAILS AT ALL FLOOR CUTTING. 6 ALL ABANDONED, DATA AND JUNCTION BOX LOCATIONS TO BE FILLED IN ANC WALL PATCHED READY FOR PAINT. OW, ALL 9XISTING WINDOW MULLIONS AND GLAZI TO BE CLEANED AND REFiN SHED. ALL WINDOW LEDGES TO BE RIFF N15HED TO LIKE NEW APPEARANCE. Eaton ARCHITECT {OTT :..c `41ti't` C� t i yj' "Fo:PPe as �p�'v ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED, DUPLICATED OR DISCLOSED IN ANY FORM WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT PROJECT NO: 11036 DRAWN BY: CHECKED BY: 61 NO: DATE: ISSUED O PRELIM 2 05102011 Lo 3 0102011 z 0 Lu I- 't = M U) Q N M J \ W 11. O z z= W U -- rv,00 Lu w > Q Q Lu W Q:f zm p Qz _ w U� uj I -- p z z �. LL, O o� ca M �O ARCHITECT {OTT :..c `41ti't` C� t i yj' "Fo:PPe as �p�'v ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED, DUPLICATED OR DISCLOSED IN ANY FORM WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT PROJECT NO: 11036 DRAWN BY: CHECKED BY: 61 NO: DATE: ISSUED 1 04.042011 PRELIM 2 05102011 909. CC 3 0102011 PERMIT 2) 0 E III mi RC1 C RCi }, 2X4 2X4 2x4 I H•4 RC2C2 ■ ; 9 -bil 'Bit (oil ■ OFFICE I - F-1 ,... ■ ............... . ...... 105 UL r. ■ u yP OFFICE 2 104 �. ■■■■■■■■■■■■■■■It �\ I REF RG I ■ { 2x4 2x4f I N N 1 i 2 :::.: i ,-2„ ■ N ■ 0P OFFIC �x ......... ................. E ...................... b. ....................4F KITCHEN 100 j .................._.... 1, 103 N N F • I , ■®® 2x4 2x4; r 3� ......................_ f ,yam .............. w .....:.......:.:. RC2 C3 RC e z t i � Of I.11 2x% � 3 RC x o 5ATHTROOM w v 102 87--b 0 1 2x4 2x4 3 RC RC2 s. � ..............:..: v::.. 2 X t' 8 -6 ® \ .......... ..................:::.:: ® \ ® — SERVER ........................ ?al �� CLOSET N . 101 4 � t ■ E01 u ■ — — — — — — v — — — — ------ " EXIT 1� I I L__� I Z I z Q E— BREEZEWAY _ 7— L` �J — BREEZEWAY -- Y :. = L { �J\ i REELECTED CE IL INC3 PLAN � EGRE55 PLAN � SCALE: V4" al. -ON SCALE: U4° o 1'-0" CEILING PLAN NOTES CEILING PLAN LEGEND CEILING PLAN GENERAL NOTES EGRESS PLAN LEGEND EGRESS PLAN NOTES EGRESS GENERAL NOTES NEW CEILING GRiD, TiLE AND LIGHT FIXTURES TO BE INDEPENDENTLY LOCATED RC (ROOM BY ROOM) AS SHOWN ON PLANS. SEE LEGEND FOR SPECIFICATION * KEY NOTE. SEE DESIGNATED FOR MORE INFORMATION RCGNI: G.C. t0 YERlf=1' lUlt�l OWNER, METHOD OF ATTACHMENT FOR ALL ITEMS E01 GC TO FURNISH AND IN NEW FIRE EXTINGUISHERS, MINIMUM 2A1 OBG I. EGRESS REQUIREMENTS SHALL COi'1PLY WIT{ NF1'A 101 CHAPTER i SECTION 12 ANCHORED TO, OR SUSPENDED FROM 714E EX STiNG STRUCTURE. KEY NO O CL�IFICATION RATING AND � LL BE CURRENTLY TAG D �Y A LICENSED FiRE MEANS OF EGRESS COMPONENTS AND SECTION 362: MEANS OF EGRESS DENO�TES NEW LIGH FIXTURE, SEE LEGEND SELECTIONS- REFER TO _ / ** % SEE DESIGNATED * FOR MORE iNFORMATION �� �EN7 C ANY, COORD NATE FINAL LOCATION W TH F ELL) INSPEG7oR, REQUIREMENTS FOR BUSINESS OCCUPANCIES. ALL HARDWARE S4�4ALL COMPLY WITH ENGINEERING DRAW FOR MOREINFORMATION.C LING PLANREFSR TiSHALDCTARIGDA Q IRRAA��UUi�S EXIT Nt�Rp Y EXGED l Ti/L D157 MOUNTED 48 AFF TO THE TDP OF 4-4ANDLE, NOT SECTION 12.1a�: LOCKS, LATCHES, AND ALARM DEVICE5 FOR LOCKING AND TYPE OF LIC� HT FIXTURES TO BE PROVID D. CONT t ARCHITECT / REQUIREMENTS. ORC3 NEW EXHAUST FAN. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION- NEW 2'x4' TEGULAR SMOOTH ACOUSTIC CEILING TILE AND GRID E GINEER IMMEDIATELY IF THERE ARE ANY 1) SCREPAN 1 S- COORDINATE g 2, EXIT REQUIREMENTS PER 1015 LRCHi LOCATIONS GTTH RE A ANL EQUIPMENT THE CI:IL NG. CONTACT DENOTES COMPLETE TRAVEL DISTANCE t0 EXIT E02 DT4�4S To a�i.L E�xl s eaplEBERM,INED 5Y TENANT. Y-8° CLEAR MINIMUM 0-49 PERS 5 APPROXIMATE LOCATION OF AIR HANDLER UNIT ABOVE CEILING. REFER TO � DENOTES COMMON PATH OF TRAVEL O ED wl COMMMOPATH OF TRAVEL PER 10143 MECHANICAL DRAWINGS FOR EXTENT OF WORK 2x2 RC4N3: D45TRIBO1ME MECHANICAL EM. DRAWINGS FOR SUSPENDED MECHANICAL DUCT * REFER TO ENGINEERING PLAN FOR EMERGENCY AND EXIT LIGHTING PROVIDE CEILING EDGE TRIM BETWEEN CEILING TILE AND UPPER CABINETS DENOTES NEW 2X2 PR15MATIC LIGHT FIXTURE - SEE E03 MORE TH�AN 50 PERSONS: TWO EXITS REQUIRED DOOR MUST SWING WITH PATH OF ENGINEERING DRAWINGS FOR MORE INFORMATION EL CTRICAL CONTRACTOR TO C0 INATE LIGHT FIXTURES U ITH EG�c�r CELiNG TYPE- SUBMIT SHOP DRAWINGS ON ALL FIXTURES. DENOTES STARTING POINT FOR PATH OF TRAVEL MAXIMIZE CEILING HEIGHT INSIDE OFFICES. COORDINATE WITH LIGHT FIXTURE RCGNS: G.G. TO COORDINATE ALL NEW ROOF PENETRATIONS WiTH OWNER AND a PER F:5C SEC 1OF 01143 44 t�A-11 2012 EDITION CLEARANCE REQUIREMENTS. 2x4 ROOF CONTRACTOR CHAPTER 36 6253 FOR BUSINESS OCCUPANCY: RC PROVIDE VAPOR PROOF LIGHT FIXTURES INSIDE SHOWER RCGN6: ALL STRUCTURAL FRAMING, HANGERS CHANNELS RODS AND OTHER 100'-0" WITH FIRE SPRINKLER SYSTEM DENOTES NEW 2X4 PRISMATIC LiGHT FIXTURE -SEE MISCELLANEOUS SUPPORT STEEL SH, CL BE PRbV DED BY THE G.C. AS EXf ACCESS TRAVEL DISTANCE PER TABLE 10161 FOR ENGINEERING DRAWINGS FOR MORE INFORMATION NEC SSARY FOR PROPER SUPPORT OF SUSPENDED F SUPPORTED BUS NESS PANCY: EQUIPMENT AND SHALL BE FASTENED TO{ STEEL CONCRETE ORM 300'-0" I TW F 1 E SPRINKLER SYSTEM RSC, TIRED FORCOORDIINSTALLAtIONOF LALL 1ORD QUIPMEN-L #=NCaINEE`R A5 FIRE EXTINGUISHER MIN CLASSIFICATION 10 -A:120 -5:C 3. FLAME $�READ SMOKE GENERATIC�: CONTRACTOR SHALL PROVIDE (1)1 LB, q� SOFFITS F RE E TiN UISHER PER 25 SF LOCATION AS PER PLANS OQR A5 DIRECTED BY RCGN�H THE AVE A CEIL14 THAT IS P�L.UMB LEVEL,AND S AR LEVEL L©WALLS HANDLE1F RE D NOT 70 XCEEp l5iER'A �L DStB4NC EXTP LII548" AFF HER5WiL°BSP OF AND SOFFITS.Fr = _ � CURRENTLY TAGGED BY A LICENSED FIRE EQUIPMENT COMPANY. EXIT I LOCATION OF FIRE EXIT RCGNB: FILL NOTED CEILIN� DIMENSIONS ARE INDICATED AS CLEAR ABOVE �- - -J 4. CONTRACTOR MUST PROVIDE PORTABLE FIT EXTINGUISHERS DURING DENOTES NEW EXHAUST FAN - SEE ENGINEERING DRAWINGS FINISHED FLOOR 1MENVONS- VERIFY THICKNESSOFOF FLOOR CON57RUGT10N P R FLORIDA FIRE PREVENTION CODE 15HENFF1(201 EDITION) FOR MORE iNFf"1ATiON CONSINSTALLATION 1W GLINGCIISTRUGTI�IiN�ORTDRHO ACHIEVE COMPLY 70 SECT ONS. NOTED REQUIRED DIMENSIONS, •• 163b,1: THE SUITABILITY DISTRIBU ION, AND MAINTENANCE OF x' -x° FINISHED CEILING HEIGHT RCGN9: ALL DIMENSIONS ARE TO FINISH FACE, UDX EXTINGUISHERS $HALL BE �N ACCORDANCE WITH SECTION 13b D7L DETAIL REF. SEE SHEET A600 RQN-11: SEE FIXTURE DRAWINGS AND ELECTRICAL DRAWINGS FOR ELECTRICAL •• 163b-4: AT LEAST ( APPROVED FIRE gEXtiNGUISNI=R SHALL BE REQUIREMENTS. SETA RWDAY A5WON AS l 8 5TIBL MARIAL ACClLA15. RCGN12: ALL CEILING SHALL BE MINIMUM CLASS B RATED PER ASTM E-84. •• 163b.5: SUITABLE FiRE EXTING ISHER5 SHALL BE PROVIDED ON p L N SELF-PROPELLED EQU PMENT- CGN13: PRIOR �Ii G CONTRACTOR C�ONSLT FRUCTION ,SID ALL AIRCH(TECTTAAND S •• NFPA 1141 S CTIC?N 92.1 tCU NT EDi (ONl: At LEAST ONE PORTABLE FiRE L EN DISCREPANCIES, ES. V AT LEAST -A. -5. SHALL BE WiTH N A TRAVEL D STANCE OF 15 FT OR LESS OF ANY POINT RCGNi4: FIRE PROTECTION CONTRACTOR SHALL yRIFY REQUIREMENTS AND STRUCTURE UNDER CONSTRUCTION QUANTITY OF FIRE PROTECTION DEVICES, INCLUDING SMOKE D TECTORS, A 1141OF FIRE ALARMS SIT AKERS STROB S ETC. INCLUDE COSTS TO T E SUCH •• ICTIONS Z ICU t #71 ). PERSON EL NOi�I'1ALLY ON THE DEVICES INTd BfiBANEL. L f SAFETY NSTALLATIONS SHALL MEETCT50 �N THE USE OF THE FIRE ADA REQUIREMENTS AND ALL LOCAL CODES. ENGU 5HER5 PROV DED. RCGN15: 24-HOUR LIGHT FIXTURES IF PROVIDED MUST BE ON EMERGENCY CIRCUITS. •• NFPA 113b-1(CU T EDITION) THE S LECTION, INSTALLATION RCGN16: REVIEW ENGINEERING DOCUMENTS iN CONJUNCTION WiTH ARGHITEC7URAL UTS TION MAINTENANCE AND TESTINd OF PLAS AND COORDINATE WORK 70 INCLUDE REQUIREMENTS OF BOTH PORTABLE F# EXTiNGUIHERS SHALL �E IN ACCORDANCE WiTH al" DISC PLINES. NFPA 10 AND SECTION 13b .. RCGNiI: RENES FCTY EQUIPMENT. DOCUMENTS FOR N4 (BER AND LOCATIONS Cir REFER t0 ENGINEERl1�a PLAN FOR EMERGENCY AND EXIT LIGHTING RCGN18: ACOUSTICAL CEILING SUSPENSION T-GIRID SHALL BE IND PENDENTLY LOCAT D (ROOM BY ROAM) 50 AS TO "CENTER" LiGHT F�XTURE GROUPINGS WIT�IN CORRIDORS AND ROOMS. ALL LIGHT FIX TO BE CENTERED IN t LE U.ON, SEE PLAN. ARCHITECT Y Q. T1iT ° q CIO. �b ALL DRAWINGS AND WRITTEN MATERIALUNPUBAPPEARINGLISHE HE CONSTITUTE ORIGINAL AND D DWOR CMTED OR DSCLOSED IN ANY FOM iT WITHOD THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT PROJECT NO: 11.036 DRAWN BY: SMC CHECKED BY: NO: DATE: ISS 1 04.042011 O 2 05JO2011 1 3 01052011 PEI Z 0 uj cL i M Q cn M J Lid LJ_ 0 Z z w U �.�. I.L uj Cie i Q Q Lj W De Z m p Qz w I-I..I I-- UE-- 0 z z >, u. 0 ' C^ m M �O ARCHITECT Y Q. T1iT ° q CIO. �b ALL DRAWINGS AND WRITTEN MATERIALUNPUBAPPEARINGLISHE HE CONSTITUTE ORIGINAL AND D DWOR CMTED OR DSCLOSED IN ANY FOM iT WITHOD THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT PROJECT NO: 11.036 DRAWN BY: SMC CHECKED BY: NO: DATE: ISS 1 04.042011 PR 2 05JO2011 W' 3 01052011 PEI REFLECTED CEILING PLAN EGRESS PLAN FINISH PLAN KEY NOTES FI GC TO COORDINATE FINAL FINISH SELECTIONS WITH TENANT, GC TO PROVIDE PROPER TRANSITION BETWEEN FINISHES REFER TO FINISH SCHEDULE AND GENERAL NOTES FOR MORE INFORMATION R) 0 E FINISH PLAN LEGEND GENERAL WALL FINISH NOTES AS APPLICABLE 1, CONTRACTOR NACREtECIEANSU MANUFACTURERS ROMM#�EFINISHES RACTCS D P�C O1I5 t0 2. MATERIA NOTED O REMAIN. ANNE' DAMM BLA RESULT OOFCINADEQUATE LED PROTECTION WILL PROMPTLY BE REPLACED AT CONTRACTOR'S EXPENSE. 3, ARCHI�TEG FORE REVIEW EAhO1DOSAMPLES IOR TOLFINISHES ORDERNG O CLIENT AND 4_ GEN RAL CONTRACTOR SHALL RESERVE/ORDER SPECIFIED MATERIAL TO AY0 D DELAYS, 5. FLOOR FINISH SCHEDULE SYMBOL DESCRIPTION MANUFACTURER NAME / COLOR FINISH REMARKS CPT -1 CARPET TBD TBD - INSTALL�BION RECOMMEND TIONS_ GC TO COORDINATE FINAL SELECT ON W/ TENANT LNSTALLER TO FOLLOW MANUFACTURERS CT -i CERAMIC FLOOR TILE TBD TBD STALLAt 2N RECOMMEND 4iT10NS_ GC TO 6. KEY NOTE. SEE DESIGNATED 0 FOR MORE INFORMATION �— ACCENT WALL. SEE FINISH SCHEDULE A140 O WALL MATERIAL TYPE_ SEE FINISH SCHEDULE A40 3 01052011 BASE MATERIAL TYPE. SEE FINISH SCHEDULE A140 8. FLOOR MATERIAL TYPE. SEE FINISH SCHEDULE 4141 H Q FLOOR MATERIAL NUMBER SEE FINISH SCHEDULE A141 9. TRANSITION POINTS BETWEEN FINISHES GENERAL WALL FINISH NOTES AS APPLICABLE 1, CONTRACTOR NACREtECIEANSU MANUFACTURERS ROMM#�EFINISHES RACTCS D P�C O1I5 t0 2. MATERIA NOTED O REMAIN. ANNE' DAMM BLA RESULT OOFCINADEQUATE LED PROTECTION WILL PROMPTLY BE REPLACED AT CONTRACTOR'S EXPENSE. 3, ARCHI�TEG FORE REVIEW EAhO1DOSAMPLES IOR TOLFINISHES ORDERNG O CLIENT AND 4_ GEN RAL CONTRACTOR SHALL RESERVE/ORDER SPECIFIED MATERIAL TO AY0 D DELAYS, 5. FLOOR FINISH SCHEDULE SYMBOL DESCRIPTION MANUFACTURER NAME / COLOR FINISH REMARKS CPT -1 CARPET TBD TBD - INSTALL�BION RECOMMEND TIONS_ GC TO COORDINATE FINAL SELECT ON W/ TENANT LNSTALLER TO FOLLOW MANUFACTURERS CT -i CERAMIC FLOOR TILE TBD TBD STALLAt 2N RECOMMEND 4iT10NS_ GC TO 6. I Z P-1 O \ ,. 3 01052011 I I • - . d • G • 8. CONTRACTORLUNEE Ili IN EXISTING 70 COVER PR OPERLY PA Nth% INSTALL p FINISHES. H Q I GENERAL WALL FINISH NOTES AS APPLICABLE 1, CONTRACTOR NACREtECIEANSU MANUFACTURERS ROMM#�EFINISHES RACTCS D P�C O1I5 t0 2. MATERIA NOTED O REMAIN. ANNE' DAMM BLA RESULT OOFCINADEQUATE LED PROTECTION WILL PROMPTLY BE REPLACED AT CONTRACTOR'S EXPENSE. 3, ARCHI�TEG FORE REVIEW EAhO1DOSAMPLES IOR TOLFINISHES ORDERNG O CLIENT AND 4_ GEN RAL CONTRACTOR SHALL RESERVE/ORDER SPECIFIED MATERIAL TO AY0 D DELAYS, 5. FLOOR FINISH SCHEDULE SYMBOL DESCRIPTION MANUFACTURER NAME / COLOR FINISH REMARKS CPT -1 CARPET TBD TBD - INSTALL�BION RECOMMEND TIONS_ GC TO COORDINATE FINAL SELECT ON W/ TENANT LNSTALLER TO FOLLOW MANUFACTURERS CT -i CERAMIC FLOOR TILE TBD TBD STALLAt 2N RECOMMEND 4iT10NS_ GC TO 6. PREPARE N L GYPSUM BOARD WALLS AS REQUIRE[) TO PROVIDEAA SMOQtH UI TOIL INl18H PAINNTTI1 2 COAEtSEGGSHELLE FINISH, CxCOR TO PRIME L7p VERIFY 1U47D PRIOR LANDLORD, SYMBOL P-1 1. ALL WALLS TO BE PAINTED P-1, U.ON_ 3 01052011 I I • - . d • G • 8. CONTRACTORLUNEE Ili IN EXISTING 70 COVER PR OPERLY PA Nth% INSTALL p FINISHES. H Q to M J 9. INTENNTT HHERE AT THE WINRDOW 15 INDICATED 4 BLDG COL BE COROOM OR VERED IN`WALL THE COVERING AS WELL, UDN. LL; LL, E-- 10. ALL DOORS AND FRAMES TO BE PAINTED SEMI -GLOSS P-3, UNLESS OTHERWISE NOTED_ — ry w ry 11, ALL SIGNAGE BY THERS. GENERAL CONTRACTOR TO COORDINATE WITH LANDLORD BUILDING STANDARDS. SYMBOL 5-1 12, CREMOVED FROM SITE 4I AILL AREAS LEFT N ALCEXCESSSHALL BE EAN STATE MATERIALS O 3,N 00 Q OCCUPANCY. O < Q o 13, NEW DECORA UNITE OUTLETS AND FACEPLATES, U.ON. 5-2 GENERAL FLOOR FINISH NOTES 1_ CONTRACTOR TO INSTALL ALL FINISHES AND MATERIALRDING TO MANUFACTURERS RECOMMENDED PRACTICES AND SPECI�TIONS. SYMBOL 1 GENERAL CONTRACTOR $HALL BE RESPONSIBLE TO PROTECT ALL INSTALLED PRROTECTION t001ELELDBEPROOMPTLY RENY PLACED AT �TRACTOR'SEXPEENSE. ACT -1 3, GENERAL CONT )rA ESPON615LE FOR FULL INSPECTION OF EiaPTA 4T10NS ANBE R TIOD i�OY,A AS REQUIRED THE SPACE SMOOTLOW HH SEVEFOR SURFACE, READY FOR NEW FINISH. 4 CONTRACTOR RCHHANEGOE�E L OR F NI�OCC RS WIASH TH MAATTERIALLS ODD ALLIEAREAS ( THCKNI=SS OR SETTNG 1ED�S_ PROVIDE GRADUAL RAMPING AS REQUIRED. REVIEW WITH ARCHITECT N FIELD AS REQUIRED. 5. A7�Iv1�WEANHNML EvRAHAL BOCHMED FL�SRE NCLUDE ALL COST IN BID BY GENERAL CONTRACTOR 6, CONTRACTOR TO SUBMIT SAMPLES OF ALLIN15HES t0 CLIENT 4 ARCHITECT REVIEW AND APPROVAL PRIOR TO ORDERING. 1. GENERAL CONTRACTOR SHALL RESERVE/ORDER SPECIFIED MATERIAL TO A DELAYS. 8, FINISH ALL CLOSETS WITH SAME FLOORING AND BASE AS ADJACENT AREA, UNLESS OTHERWISE NOTED. 9, CLEAN UP IS THE RESPONSIBILITY OF THE G.C. EXCESS MATERIAL SHALL BE REMOVED FROM SITE ¢ALL AREAS LEFT IN A VACUUMED STATE READY FOR OCCUPANCY_ <' CODE DESCRIPTION C� FUNCTION. OFFICE —� EQUIPMENT: (1) EACH - FLOOR STOP, LOCK SET FUNCTION: TOILET ROOM L--- --� EQUIPMENT: (1) EACH - FLOOR STOP, PRIVACY LOCKSET O O EIN15H PLAN 11 0 EX SCALE: 114" a 1-0" _ 01 FINISH PLAN GENERAL NOTES 02 ALL HARDWARE MUST MEET ADA CODE REQUIREMENTS. 03 FINISH HAFVWARE= BUILDING STANDARD PER N.F.PA 102.3 • INTERIOR WALL OR CEILING FINISHES TO BE CLASS A, B, OR CLASS C IN STORAGE AREAS. • ALL FINISHES SHALL MEET THE REQUIREMENTS OF NFPA 255 STANDARD METHOD OF TEST OF SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS} A6TM-84, STANDARD TEST METHOD OF SURFACE BURNING CHARACTERISTICS OF BULLDIW 3 MATERIALS, OR UL 123, STANDARD FOR TEST OF SURFACE BURNING CHARACTERISTIC OF BUILDING MATERIALS. PER 2.1 CARPET ND CARPET LIKE INTERIOR FIN)HES SHALL COMPLY WITH ASTM D 2859, STANDARD TEST METHOD FOR IGNITION CHARACTERISTICS OF FINISH S. • FLODDEOR CO INGS COVERINGXTILE FLOOR ER ? AN CARPET SHALL HAVE A MINIMUM CRITICAL • INTERIOR FLOOR FLUX OF INIISHES SHALL BE CLASSIFIED BASED ON TEST RESULTS FROM NFPA 253, STANDARD METHOD OF TEST FOR CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS USING A RADIANT HEAT ENERGY SOURCE G.C. TO VERIFY PER FLORIDA BUILDING CODE 11-4.52 CHANGES IN LEVEL. CHANGES IN LEVEL UP TO 1/ 4 INCHES ((o MM) MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1 / 4 INCH AND '/,INCH ((o MM AND 13 MM) SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHAFES IN LEVEL GREATER THAN %INCH (13 MM) SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH SECTION II -Al OR 11-4.8,11-4,13.5 LDS qq DOORWAYS EXCEED %INCH 1B MM) IN HEIGOLDS AT HT FOR EXTERIOR SLIDING 000f;6 OR'/ INCH (12.1 MM) FOR OTHER TYPES OF DOORS, RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 G.C, TO SEE FINISH SCHEDULE ON THIS SHEET FOR COMPLETE SPECIFICATIONS. I, ALL l`-0" DOORS TO RECEIVE 1 -1/2 -PAIR OF BUTT HINGES. DOOR HARDWARE SHALL BE BUILDING STANDARD HARDWARE. COORDINATE NOTES: WITH TENANT TO CONFIRM FINAL SELECTIONS AND LOCATIONS. 1 C04TRACTOR TO VERIFY ALL EXISTING EGRESS EXIT DOORS HAVE A. ENSURE THAT ALL OPENINGS MEET ADA REQUIREMENTS REGARDLESS OF DIMENSIONS ON DRAWINGS, APPROPRIATE PANIC HARDWARE TO MEET STRICTEST ZONING REGULATIONS. B. DOORS TO COMPLY WITH ANSI/NWMA, ISI AND AWI SPECIFICATIONS. C. DOORS AND FRAMES: DOORS TO BE STAIN GRADE Pte -FINISHED. MACHINE DOORS FOR SPECIFIED HARDWARE. CUT SURFACES AFTER FITTING AND MACHINING. D. PROVIDE DOOR SILENCERS (3 EACH) ON STRkE, JAMB ON SINGLE SWIM FRAMES. WALL FINISH SCHEDULE DESCRIPTION MANUFACTURER NAME / COLOR FINISH WALL PAINT BENJAMIN MOORE OR EQUAL TBD FLAT BASE FINISH SCHEDULE DESCRIPTION MANUFACTURER NAME / COLOR FINISH 4" WOOD TBD TBD - TILE BASE TBD TBD - REMARKS GENERAL FAINT, NAL SELECTION WITH TENANT REMARKS MISCELLANEOUS FINISH SCHEDULE DESCRIPTION MANUFACTURER NAME / COLOR FINISH REMARKS 2' x 4' TEGULAR ACOUSTICAL RMSTRONG DUNE OR EQUAL WHITE REFER TO DETAIL SHEET A600 FOR DETAIL CEILING TILE 4 GRID DOOR SCHEDULE DOOR MATERIAL FRAME MATERIAL HARDWARE REMARKS �4 -E X 15 T IN G T 0 R E M dIN 0 ��i♦ Z � 3 01052011 I I • - . d • G • :D� V) H Q to M J > LL; LL, E-- O z MODEMS — ry w ry W W w O W j O 0� �z� Q ¢ O 3,N 00 Q 33 O < Q o H O O T: u ¢ - c O O 3 ¢ Y < n v z O 's 0 � Oco 2a 3 o0 Q = t1' Y �� � 4 0u, o z WO'O w Q ¢Y -E X 15 T IN G T 0 R E M dIN 0 ��i♦ Z � 3 01052011 I I • - . d • G • :D� V) H Q to M J > LL; LL, E-- O z MODEMS — ry w ry > Q Q u-' W 0 m ME 0 U� ui O Z Z —� u.i O 01 to (y) 116 BUILDING STANDARD DOOR AND FRAME MEN END MEN © ■■■■■■ ■■■■�■ ■■■um■ EOCENE NOON■■ ■■NONE 0■� ■■■ No ■ ■ mm cr.... .... - . . DOOR TYPES TYPE 'A' WD. DOOR 4 FRAME �z t F–= 0:4 Lu ` w Lu US Od H ARCHITECT O A'0-o'o.14$a$ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED, TTTHEPRDITEONENTEA WITHOUT DUPLICATED WRTNCOOF THE ARCHITECT PROJECT NO: 11036 DRAWN BY: CHECKED BY: SM NO: DATE: ISSUED FOR: 0 PRELIMINARY PLAN Z � 3 01052011 PERMIT :D� V) H Q to M J > LL; LL, E-- O z z: Lu U — ry w ry > Q Q u-' W 0 m Q Z U� ui O Z Z —� u.i O 01 to (y) 116 ARCHITECT O A'0-o'o.14$a$ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED, TTTHEPRDITEONENTEA WITHOUT DUPLICATED WRTNCOOF THE ARCHITECT PROJECT NO: 11036 DRAWN BY: CHECKED BY: SM NO: DATE: ISSUED FOR: 1 04.0420171 PRELIMINARY PLAN 2 05JO2011 9096 COMPLETION 3 01052011 PERMIT FINISH PLAN SCHEDULES 1' J P o E "" m' '�STIG LAMINATE BACKSPLASH CAULK ALL JOINTS AT LAMINATE > PROVIDE BLOCKING AS REQUIRED ROPER INSTALLATION OF CABINETS IC LAMINATE COUNTER TOP 4EDULED HEAVY DUTY FULL EXTENSIONS - COORDINATE SELECTION WITH TENANT )IUM DENSIT (APART CLLE BOARD ,, DRAAWER ACOR ESS,4ND DOOR BACKS L 4" PLASTIC LAMINATE BACKSPLASH GC TO CAULK ALL JOINTS AT LAMINAE AND WALL G.C. TO PROVIDE BLOCKING AS REQUIRED FOR PROPER INSTALLATION p IILLDUIING STANDARD SINK, SEE ENGINEER'S AND ARCHITECT'S SPECIFICATION FOR MORE INFORMATION SOLID SURFACE LAMINATE COUNTER TOP AS SCHEDULED PLASTIC LAMINATE UPPER CABINETS. COORDINATE SELECTION WITH TENANT 3/4" ADJUSTABLE SHELF ON SURFACE MOUNTED PILASTER STRIPS (TYP.) PULLS - COORDINATE SELECTION WITH TENANT PT -1, PAINTED, SEE FINISH SCHEDULE PL -1, 4" BACKSPLASH. SEE FINISH SCHEDULE PL -1, PLASTIC LAMINATE COUNTERTOP OVER PLYWOOD BACKING, PLASTIC LAMINATE BASE CABINETS. COORDINATE SELECTION WITH TENANT PLASTIC LAMINATE TOE KICK INTEGRATED PLASTIC LAMINATE TOE KICK BASE AS SCHEDULED Na T f 415 DETAIL FOR BASE CABINETS WITH SINKS IF HOT WATER 15 PROVIDED, WRAP PIPING IN PROTECTIVE INSULATION TO NOTE• PROTECT AGAINST SCALDING R TO FBC SECTION 11-424J TO 11-424:1 GC TO PROVIDE SHOP DRAWINGS FOR TENANT'S 1. SEE SHEET A000 FOR COMPLETE ACCESS151LITY REQUIREMENTS 2. SEE SHEET A000 FOR COME 'TL ACCESSIBILITY REQUIFeENTS APPROVAL PRIOR TO MILLWORK FABRICATION. 2. GC t0 PROVIDE SHOP DRAWINGS FOR ARCHITECT AND OWNER REVIEW AND APPROVAL ON ALL MILLWORK 3, GC TO PROVIDE SHOP DRAWINGS FOR LANDLORDANTERIOR DESIGNERIARCHITECT APPROVAL SECTION AT LOWER CABINET DRAWERS 7 SECTION AT LOWER CABINET W/SINK 4 KITCHEN INTERIOR ELEVATION SCALE: NTS. SCALE: N.Th, SCALE: PROVIDE CEILING GRID EDC PROFILE 4" PLASTIC LAMINATE BACKSPL H BETWEEN MILLWORK AND CEILING TILES GC TO CAULK ALL JOINTS AT LAMINATE AND WALL G.C. TO PROVIDE BLOCKING AS REQUIRED - FOR PROPER INSTALLATION ISSUED FOR: PROVIDE BLOCKING PRELIMINARY PLAN SOLID SURFACE LAMINATE COUNTER TOP APRON IN FRONT OF SINK ' NOT PULLS - COORDINATE SELECTION WITH TENANT AS SCHEDULED GC TO PROVIDE SHOP DRAWINGS FOR TENANT'S FLUSH OVERLAY DOOR ON SELBY INVISIBLE HINGES (OR EQUAL) WITH MAGNETIC CATCHES CONSTRUCT DOOR AND TOE KICK WITH BASE AS SINGLE UNIT FOR ACCESSIBLE FRONT APPROACH - CLEARANCE REQUIREMENT 1, SEE SHEET A000 FOR COMPLETE ACCESSIBILITY REQUIREMENTS 2'-m" PLASTIC LAMINATE AS SCHEDULED ON MEDIUM DENSITY PARTICLE BOARD ALL EXTERIOR SURFACES, DOORS, DRAWER FACES AND DOOR BACKS Q 11--o APPROVAL PRIOR TO MILLWORK FABRICATION. �_ INTERIOR FINISH TO BE WHITE CABINET LINER �I 3 2, GC TO PROVIDE SHOP DRAY¢ �'" FOR ARCHITECT AND OtiINER REVIEW AND APPROVAL ON ALL MILLWORK W THROUGHOUT z m PLASTIC LAMINATE UPPER CABINETS. COORDINATE SELECTION WITH TENANT 3/4" ADJUSTABLE SHELF ON SURFACE MOUNTED PILASTER STRIPS (TYP.) PULLS - COORDINATE SELECTION WITH TENANT PT -1, PAINTED, SEE FINISH SCHEDULE PL -1, 4" BACKSPLASH. SEE FINISH SCHEDULE PL -1, PLASTIC LAMINATE COUNTERTOP OVER PLYWOOD BACKING, PLASTIC LAMINATE BASE CABINETS. COORDINATE SELECTION WITH TENANT PLASTIC LAMINATE TOE KICK INTEGRATED PLASTIC LAMINATE TOE KICK BASE AS SCHEDULED Na T f 415 DETAIL FOR BASE CABINETS WITH SINKS IF HOT WATER 15 PROVIDED, WRAP PIPING IN PROTECTIVE INSULATION TO NOTE• PROTECT AGAINST SCALDING R TO FBC SECTION 11-424J TO 11-424:1 GC TO PROVIDE SHOP DRAWINGS FOR TENANT'S 1. SEE SHEET A000 FOR COMPLETE ACCESS151LITY REQUIREMENTS 2. SEE SHEET A000 FOR COME 'TL ACCESSIBILITY REQUIFeENTS APPROVAL PRIOR TO MILLWORK FABRICATION. 2. GC t0 PROVIDE SHOP DRAWINGS FOR ARCHITECT AND OWNER REVIEW AND APPROVAL ON ALL MILLWORK 3, GC TO PROVIDE SHOP DRAWINGS FOR LANDLORDANTERIOR DESIGNERIARCHITECT APPROVAL SECTION AT LOWER CABINET DRAWERS 7 SECTION AT LOWER CABINET W/SINK 4 KITCHEN INTERIOR ELEVATION SCALE: NTS. SCALE: N.Th, SCALE: PROVIDE CEILING GRID EDC PROFILE 4" PLASTIC LAMINATE BACKSPL H BETWEEN MILLWORK AND CEILING TILES GC TO CAULK ALL JOINTS AT LAMINATE AND WALL G.C. TO PROVIDE BLOCKING AS REQUIRED - FOR PROPER INSTALLATION PLASTIC LAMINATE ON MEDIUM DENSITY PARTICLE BOARD, ALL EXTERIOR SURFACES, iMINATE TO BE AS NOTED. SEEAND FIFINNISH CKS, G,C. TO PROVIDE BLOCKING AS REQUIRED FOR PROPER INSTALLATION OF CABINETS 3/4" ADJUSTABLE SHELVES ON SURFACE MOUNTED PILASTER STRIPS INTERIOR FINISH TO BE WHITE CABINET LINER THROUGHOUT SOVERLAY DOOR ON SELBY INVIS ES OR EQUAL) WITH MAGNETIC CAT)BLE CHES. BUILDING STANDARD HARDWARE (COORDINATE FINISH d TYPE WITH TENANT) PLASTIC LAMINATE UPPER CABINETS. COORDINATE SELECTION WITH TENANT PULLS - COORDINATE SELECTION WITH ENAN1 3/4" ADJUSTABLE SHELL ON SURFACE MOUNTED PILASTER STRIPS (TYP. PTA PAINTED, SEE — FINISH SCHEDULE PL -1,F1411 BACKSPLASH. SEE FINISH SCHEDULE PL -1, PLASTIC LAMINATE COUNTERTOP OVER PLYWOOD BACKING, PLASTIC LAMINATE BAS CABINETS. COORDINATE SELECTION WITH TENANT PLASTIC LAMINATE TOE KICK ISSUED FOR: 12 PRELIMINARY PLAN SOLID SURFACE LAMINATE COUNTER TOP BASE AS SCHEDULED ' NOT ND AS SCHEDULED GC TO PROVIDE SHOP DRAWINGS FOR TENANT'S � c�) cn � 1, SEE SHEET A000 FOR COMPLETE ACCESSIBILITY REQUIREMENTS 2'-m" = I Q 11--o APPROVAL PRIOR TO MILLWORK FABRICATION. �_ 2. GC t0 PROVIDE SHOP DRAWTfWk FOR ARCHITECT AND OWNER REVIEW AND APPROVAL ON ALL MILLWORK 2, GC TO PROVIDE SHOP DRAY¢ �'" FOR ARCHITECT AND OtiINER REVIEW AND APPROVAL ON ALL MILLWORK W Iv z m SECTION AT LOWER CABINET $ SECTION AT UPPER CABINET 3/4" ADJUSTABLE SHELVES ON SURFACE U0 KITCHEN INTERIOR ELEVATION f MOUNTED PLASTER STRIPS SCALE: N.T,S, w0 PULLS - COORDINATE SELECTION WITH TENANT SCALE: 00 I " FLUSH OVERLAY DOOR ON SELBY INVISIBLE PROVIDE CEILING GRID ED ILE BETWEEN MILLWORK AND CEILING TILES HINGES (OR EQUAL) WITH MAGNETIC CATCHES � CONSTRUCT DOOR AND TOE }SICK WITH BASE ,:� AS SINGLE UNIT FOR ACCESSIBLE FRONT r PLASTIC LAMINATE ON MEDIti DENSITY APPROACH - CLEARANCE REQUIREMENT WITH SELECTED APPLIANCES LAMINATE As LON PARTICLE BOARD, ALL EXTERIOR SURFACES. $ b MEDIUASTIC DDENSIT iY PARTICLE BOARD ALL EXTERIOR SURFACES, .abmm ab�m PLASTIC LAMINATE UPPER I DOORS, DRAWER FACES AND DOOR BACKS G.C. TO PROVIDE mocKING AS REQUIRED FOR INSTALLATION "` INTERIOR FINISH TO BE WHITE CABINET LINER 77111111111111111111 _77111.� THROUGHOUT ; PROPER OF CABINET'S PLASTIC LAMINATE ON MEDIUM DENSITY PARTICLE BOARD, ALL EXTERIOR SURFACES, iMINATE TO BE AS NOTED. SEEAND FIFINNISH CKS, G,C. TO PROVIDE BLOCKING AS REQUIRED FOR PROPER INSTALLATION OF CABINETS 3/4" ADJUSTABLE SHELVES ON SURFACE MOUNTED PILASTER STRIPS INTERIOR FINISH TO BE WHITE CABINET LINER THROUGHOUT SOVERLAY DOOR ON SELBY INVIS ES OR EQUAL) WITH MAGNETIC CAT)BLE CHES. BUILDING STANDARD HARDWARE (COORDINATE FINISH d TYPE WITH TENANT) PLASTIC LAMINATE UPPER CABINETS. COORDINATE SELECTION WITH TENANT PULLS - COORDINATE SELECTION WITH ENAN1 3/4" ADJUSTABLE SHELL ON SURFACE MOUNTED PILASTER STRIPS (TYP. PTA PAINTED, SEE — FINISH SCHEDULE PL -1,F1411 BACKSPLASH. SEE FINISH SCHEDULE PL -1, PLASTIC LAMINATE COUNTERTOP OVER PLYWOOD BACKING, PLASTIC LAMINATE BAS CABINETS. COORDINATE SELECTION WITH TENANT PLASTIC LAMINATE TOE KICK ISSUED FOR: 12 PRELIMINARY PLAN Z BASE AS SCHEDULED ' NOT ND GC TO PROVIDE SHOP DRAWINGS FOR TENANT'S � c�) cn � 1, SEE SHEET A000 FOR COMPLETE ACCESSIBILITY REQUIREMENTS 1. SEE SHEET A000 FOR COMPLETE ACCESSIBILITY REQUIREMENTS .J W tL Q 11--o APPROVAL PRIOR TO MILLWORK FABRICATION. �_ 2. GC t0 PROVIDE SHOP DRAWTfWk FOR ARCHITECT AND OWNER REVIEW AND APPROVAL ON ALL MILLWORK 2, GC TO PROVIDE SHOP DRAY¢ �'" FOR ARCHITECT AND OtiINER REVIEW AND APPROVAL ON ALL MILLWORK W Iv z m SECTION AT LOWER CABINET $ SECTION AT UPPER CABINET � U0 KITCHEN INTERIOR ELEVATION w SCALE: N.T.S. SCALE: N.T,S, w0 SCALE: 00 M �o PROVIDE CEILING GRID ED ILE BETWEEN MILLWORK AND CEILING TILES ` � - — - - — - - COORDINATE NICHE SIZE r PLASTIC LAMINATE ON MEDIti DENSITY WITH SELECTED APPLIANCES PARTICLE BOARD, ALL EXTERIOR SURFACES. $ b .abmm ab�m PLASTIC LAMINATE UPPER G.C. TO PROVIDE mocKING AS REQUIRED FOR INSTALLATION "` CABINETS, COORDINATE PROPER OF CABINET'S 77 SELECTION WITH TENANT — 3/4" ADJUSTABLE SHELF �W ON SURFACE MOUNTED PILASTER STRIPS (TYP) 3/4" SHELF SECURED TO SIDE A Z/RAR ; + W ; PANELS. COORDINATE HEIGHT MICROWAVE SELECTION PULLS -COORDINATE I - SELECTION WITH TENANT LLI >u €If¢s , ,alt--- I ---- Lu { CONVECTION PT -1, PAINTED, SEE OVEN FINISH SCHEDULE COORDINATE PLASTIC LAMINATE SELECTION WITH TENANT SE E1 FIN15H SCHEPDULE PLASTIC tI COUNTEPL-I, RTOP OVER i" � POWER OUTLET LOCLOCATION - SEE ELEVATION � ; / PLYWOOD BACKING, PLASTIC LAMINA BASE GAB NETS. COORDINATE SELECTION WITH TENANT COORDINATE WITH i BASE AS SCHEDULED >-ROWAVE SELECT 0 NO' I = GC TO PROVIDESHOP DRAWINGS FOR TENANT'S APPROVAL PROR TO MILLWORK FABRICATION. 1. SEE SHEET Am FOR caipLETE ACCESSIBILITY REQUIREMENTS 2, GC TO PROVIDE SHOP DRAWNGS FOR ARCHITECT AND OWNER REVIEW AND APPROVAL ON ALL MILLWORK SECTION AT MICROWAVE SHELF" KITCHEN INTERIOR ELEVATION SCALE: N.T.S.SCALE: ARCHITECT . 4 OTT f l n° co Ai,* 1� ++fm `'_¢c. 'rz ,,> -„f: • ..moi 4. s q R0•0b-1488`8 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED, DUPLICATED OR DISCLOSED IN ANY FORM WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT PROJECT NO: —_ DRAWN BY: CHECKED BY: sm NO: DATE: ISSUED FOR: 0 PRELIMINARY PLAN Z Lo M 3 01052011 O FW-- - ` � c�) cn � 00) Q > .J W tL Q 11--o w �_ >U W Iv z m � Z U0 w 0 z w0 m M �o ARCHITECT . 4 OTT f l n° co Ai,* 1� ++fm `'_¢c. 'rz ,,> -„f: • ..moi 4. s q R0•0b-1488`8 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED, DUPLICATED OR DISCLOSED IN ANY FORM WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT PROJECT NO: —_ DRAWN BY: CHECKED BY: sm NO: DATE: ISSUED FOR: 1 04.0420n PRELIMINARY PLAN 2 05.10206 9@996 COMPLETION 3 01052011 PER'11T A, 0) O E III v N 0 0 N LO SYSTEM NO. W -L-2002 MAY 23, 2005 F RATINGS—1,1-1/2 AND 2 HR (SEE ITEM 3) T RATINGS —3/4,1,1-1/2 AND 2 HR (SEE ITEM 3) L RATING AT AMBIENT —1 CFM/SQ FT (SEE ITEM 3C) L RATING AT 400 F —i CFM/SQ FT (SEE ITEM 3C) SECTION A -A a A FIRE RATED PARTITION -SEE LEGEND 8 PLAN FOR TYPE d SIZE. SECURE COLLAR TO WALL W/ HOLLOW STL. WALL SCREW ANCHORS 3116" X 11/4" X 2 1/4 LONG W11 1/4" DIAMETER FENDER WASHER ON EVERY MOUNTING TAB (OR EQUAL) 3M BRAND 083 ALUM. FOIL TAPE, FOLD TABS IN TO SUPPORT FS -195 SECURE FS -195 W1 3M (OR EQUAL) FIRE BARRIER RESTRICTING COLLAR RC -i. SECURE RC -I W1 STEEL HOSE CLAMP CENTERED ON RC -1 - OR, 18 AWT'; STL. TIE WIRE 1/2" FROM EACH END OF RC -I COLLAR. MAKE SURE ALL LAYERS OF F5-195 ARE WRAPPED TIGHTLY AND BUTT SECURELY AGAINST WALL WITH MIN. 3/16" OVERLAP OF FS -195 OVER EDGE OF OPENING. SEAL ALL SEAMS 8 EDGES OF FS -195 WRAP/STRIA' AT PIPE AND WALL INTEWACE W/ 1/4" BEAD OF 3M FIRE BARRIER CP -25 N/5 CAULK. SECURE EACH FS -195 WRAP/STRIP, FOIL SIDE OUT, W1 3M 053 ALUM.. FOIL TAPE. NUMBER OF FS -195 WRAPS REQUIRED AS FOLLOWS: 4" DIA. PIPE = 3 WRAPS 3" RIA. PIPE = 2 WRAPS 2" DIA PIPE AND SMALLER = i WRAP FOR SPECIFICATIONS SEE DETAIL 53OOIC-PP-53 OF THE 3M FIRE BARRIER APPLICATION DRAWINGS. CONTRACTOR MAY UTILIZE ALTERNATE MANUFACTURERS WHICH CONFORM TO UL WL2002 AND ASTM E-814 (UL141'3) STEEL RUNNER "WALL TYPE I" FOR WALL TYPE 1-A USE 3-5/8" MTL STUDS @ 16' O.0 �-- FINISHED CEILING SEE REFLECTED CEILING PLAN FOR HEIGHT FINISH AS SCHEDULED- SEE PLANS METAL STUDS *16" O.C. FOR WALL TYPE 'i -A' USE EXISTING MASONRY WALL 3-518" METAL STUDS 16" O.C. R-4 FI -FAIL INSULATION /s" GYPSUM BOARD (FULL HEIGHT TO DECK WITH PT -FURRING STRIPS ABOVE (C GYPSUM B R RD FINISHED WALL) ON ALL EXTERIOR WALL TO BE FURRED AT WET AREAS) RAISE 1/2' OUT. OFF FLOOR (TYPICAL) STEEL RUNNER: SECURE W/1" HILTI PINS 0 16" O.C. BASE AS SCHEDULED FLOORING AS SCHEDULED "CONC- SLAB • PARTITION SYSTEMS TO WITH STAND A LOAD OF 5 P.S.I. APPLIED PERPENDICULAR t0 PARTITION, WITH A MAX. DEFLECTION NOT EXCEEDING L/240 OF THE SPAN OF THE PARTITION. • PER FBC 1082: INSULATING MATERIALS, WHEN CONCEALED AS INSTALLED IN BUILDINGS OF ANY TYPE OF CONSTRUCTION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 15 AND A SMOKE DEVELOPED RATING ON NOT MORE THAN 450 • PER FBC 111.5: COMBUSTIBLES SHALL NOT BE PERMITTED IN CONCEALED SPACES OF BUILDINGS OF TYPE I OR 11 CONSTRUCTION. ANY WOOD BACKING WILL BE FIRE -RETARDANT TYPE • ST�EL STUDS SUPPORTING WAL HUNG PLUMBING FIXTURES SHALL BE DOUBLED OR NOT LESS THAN 20 GAUGE WITH A MINI EFFECTIVE MOMENT OF INERTIA EQUAL TO 0.864 IN . 4 (3(o0 M 4 ), PER FBC 25115.1.1 • A MINIMUM 2"x4" HORIZONTAL WOOD MEMBER, SECURELY FASTENED TO NOT LESS THAN TWO STUDS, SHALL BE INSTALLED NOTA GG TO FOL OW RECOMMATTACHMENT OF ENDED INACH STALLABTION ANDT. FASTENING REQUIRE1NETMENTST SNREFERENCED IN ASTM C 840 THE STANDARD SPECIFICATION FOR APPLICATION AND FINISHINGpp�� GYPSUM BOARD AND GA -216, THE GYPSUM ASSOCIA�'ION RECOMMENDED SPECIFICATION FOR APPLICATION AND FINISHI GNG OF GYPSUM BOARD PENETRATION OF NONMETALLIC, PIPE/CONDUIT: U.LNo. LU -L-2002 10 - TYPICAL EXTERIOR FURRING DETAIL 1 SCALE: NTS, _. I i SCALE: NTS, 5Y5TEM NO. C -AJ -1069 FEBRUARY 04, 1894 (FORMERLY SYSTEM NO. 410) F RATING -- 1 HR T RATING -- 0 HR A^., - A %I". AY SECTION A -A (FLOOR ASSEMBLY) 1, FLOOR OR WALL ASSEMBLY -- MIN 5 IN. THICK REW-ORCED NORMAL WEIGHT (W-150 PCF) C^vNCREWALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS,. MAX DIAM OF OPENING 15 b k SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. 2, THROUGH PENETRANTS -- ONE METALLIC PIPE OR CONDUIT TO BE CENTERED WITHIN THE FIRESTOP SYSTEM. A NOM ANNULAR SPACE OF 3/4 IN, IS REQUIRED WITHIN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR CONDUITS MAY BE USED: A. STEEL PIPE -- NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE. B. CONDUIT -- NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT, 3. PACKING MATERIAL -- iiMIIN 3 IN. THICKNESS OF MIN 4.4 MINSED ERAL WOOL BATT INSULATION AFIRMLY PACKED INTO OPENING AS PERMANENT FORM. REQUIRED THICKNESS OF FILL MATERIAL PACKING MATERIAL TOTOP SURFACE OF E CENTERED I WALLS MID -DEPTH AND RECESSEDD To O ATE TO ALLOW FOR INSTALLATION OF FILL MATERIAL. 4. FILL, VOID OR CAVITY MATERIAL, -- SEALANT -- MIN 1/2 IN, THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS FLUSH WITH TOP SURFACEOF FLOOR IN WALLS, FILL MATERIAL TO BE APPLIED ON EACH SIDE OF PACKING MATERIAL. PRG-DESOTO INTERNATONAL INC -- TYPE PR -805 SEALANT -BEARING THE UL CLASSIFICATION MARK "WALL TYPE 2" V GYPSUM BOARD (CEMENTITIOU5 BOARD AT WET AREAS) RAISE 1/2" OFF FLOOR (TYPICAL) • t AKI I I IUN .7T 51t1'I* IU WI IH, EXCEEDING L1240 OF THE SF • PER FBC 1082. INSULATING I` HAVE A FLAME SPREAD RAT • PER FBC 11185'TI5LE ANY WOOD BACKING WILL M • S�ECti MOMENTWfDP�TINERTI • A MINIMUM 2"x4" HORIZONTAL ATTACHMENT OF EACH WALL IN -STALL L 6'-0"COORDINATE LGALV. METAL FRAMING R6 OR BRACE TO DECK CONTINUOUS TOP CAP SCHEDULED CEILING. SEE CEILING PLAN FOR HEIGHT CONTINUOUS FIRE STOP 02" ABOVE CEILING LEVEL FINISH AS SCHEDULED. SEE PLANS 3-5/8" STEEL STUDS 616" OL, 25 GA. MIN. (N A710N CORNING" (OPTISOUND � ATTENUATION BATT " CONTINUOUS MET'q CK TO MATCH STUD SIZE SECURE W/ 1" HILTI PINS S 16" O.C. a a a CONCRETE SLAB A LOAD OF 5 P.S.I. APPLIED PERPENDICULAR t0 PARTITION, WITH A MAX. DEFLECTION NOT THE PARTITION, 41-5, WHEN CONCEALED AS INSTALLED IN BUILDINGS OF ANY TYPE OF CONSTRUCTION SHALL NOT MOIRE THAN 15 AND A V'(OKE DEVELOPED RATING ON NOT MORE THAN 450, L NOT BE PERMITTED IN CONCEALED SPACES OF 5UILDING5 OF TYPE I OR II CONSTRUCTION, RETARDANT TYPE sIG PLM NG FIXTURES SHALL BE DOUBLED OR NPT LESS THAN 20 GAUGE WITH A MINIMUM ARCHITECT T.T. ,p .0 41,' OTT. n f ! X 00148�$a TO 0.864 IN. 4 (360 M 4 ). PER FBC 25115.1.1 EMBER SECURELY FASTENED TO NOT LESS THAN TWO STUDS, SHALL BE INSTALLED FOR THE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING SEE PLAN FOR CABINET LOCATIONS HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED DUPLICATED OR DISCLOSED IN ANY FORM WITHOUT GC TO FOL OW RECOMMENDED INSTALLAT ON AND FASTENING REQUIREMENTS AS REFERENCED IN ASTM C 840, THE STANDARD THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT SPECIFICATrON FOR APPLICATION AND FIN SHI1�iCs OF GYPSUM BOARD AND GA -216, THE GYPSUM ASSOCIATION RECOMMENDED SPECIFICAT ON FOR APPL CATION AND F N SH OF GYPSUM BOARD PENETRATION OF MTL PIPE/CONDUIT- FLOOR/WALL: U.L. No. C -AJ -1069 t �� 0 (2 AND 2A) TYPICAL INTERIOR PARTITION PC SCALE: z � (y) O —Nt M CIS H Q� N M , J w LL_ �-- O z z= w U w > Q (.� w Q w W 0 �.. p Qz Lu UO w p z z w0 W, 0% m (y) LLJ? ,, �o V) ; ARCHITECT T.T. ,p .0 41,' OTT. n f ! X 00148�$a TO 0.864 IN. 4 (360 M 4 ). PER FBC 25115.1.1 EMBER SECURELY FASTENED TO NOT LESS THAN TWO STUDS, SHALL BE INSTALLED FOR THE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING SEE PLAN FOR CABINET LOCATIONS HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED DUPLICATED OR DISCLOSED IN ANY FORM WITHOUT GC TO FOL OW RECOMMENDED INSTALLAT ON AND FASTENING REQUIREMENTS AS REFERENCED IN ASTM C 840, THE STANDARD THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT SPECIFICATrON FOR APPLICATION AND FIN SHI1�iCs OF GYPSUM BOARD AND GA -216, THE GYPSUM ASSOCIATION RECOMMENDED SPECIFICAT ON FOR APPL CATION AND F N SH OF GYPSUM BOARD PENETRATION OF MTL PIPE/CONDUIT- FLOOR/WALL: U.L. No. C -AJ -1069 t �� 0 (2 AND 2A) TYPICAL INTERIOR PARTITION PC SCALE: z � (y) O —Nt M CIS H Q� N M , J w LL_ �-- O z z= w U w > Q (.� w Q w W cl� z m p Qz Lu UO uj p z z w0 0% m (y) �o ARCHITECT T.T. ,p .0 41,' OTT. n f ! X 00148�$a TO 0.864 IN. 4 (360 M 4 ). PER FBC 25115.1.1 EMBER SECURELY FASTENED TO NOT LESS THAN TWO STUDS, SHALL BE INSTALLED FOR THE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING SEE PLAN FOR CABINET LOCATIONS HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED DUPLICATED OR DISCLOSED IN ANY FORM WITHOUT GC TO FOL OW RECOMMENDED INSTALLAT ON AND FASTENING REQUIREMENTS AS REFERENCED IN ASTM C 840, THE STANDARD THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT SPECIFICATrON FOR APPLICATION AND FIN SHI1�iCs OF GYPSUM BOARD AND GA -216, THE GYPSUM ASSOCIATION RECOMMENDED SPECIFICAT ON FOR APPL CATION AND F N SH OF GYPSUM BOARD PENETRATION OF MTL PIPE/CONDUIT- FLOOR/WALL: U.L. No. C -AJ -1069 t �� 11036 (2 AND 2A) TYPICAL INTERIOR PARTITION PC SCALE: CHECKED BY: SI SCALE: NTS. SYSTEM NO. W-1--1089 JUNE 23, 2000 F RATINGS -- 1 AND 2 HR (SEE ITEM 1) T RATING -- 0 HR SECTION A -A THE MANNER E6CDR B D N iWN �I YIDUAL UD3WALL OASSEMBLY u400 SERIES WALL OR PARTITION DEESSI�� THE UL >IRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: N�MgERtl RS� ASTE RTT1'PE WI� ET A# ATI ALLD> SSPH IF 1 T A�IVDIY(DUAL U3PET Ht� SS, RfE S N !� 1 1 "EFS D 71UD INUA LS T1 -IEC 1 I�OURIM' 1xRATNC 01 H FIREST SSYS7EM 6 EQUAL TO THEE IRS. RLLYDF,IRE RATING OF THE WALL ASSEMBLYN WHICH�T (5 INSTALLED. A, STEEL PIPE -- NOM 24 IN QIAM (OR SMALLER) SCHEDULE 10OR HEAVIER) STEEL PIPE=.. B. IRON PIPE -- NOM 24 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. CONDUIT -- NOM 4"0 DIAM SOR SMALLER) STEEL ELECTRICAL METAL41C TUBING OR �6" � STEEL CONDUIT, 0. COPPER PIP NOM & IN.IDIAMIAM (OR SMALLER) REGULAR (OAR HEAVIER) COPPER PIPE, 1G 3. FIRESTOP SYSTEM -- THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: Y NATER A FILL rLIFD tOUTWIN THE MATERIAL, N LRpS ON 50TH SURFACES OF WAFLNED AROUND THE L.ADDIETIONAAL ILLLMAtRIAL THICKNESS TALLLOF ED SUCH 'EI­HAXTRA I1 OF 1 �i ITEM AND�AF'PING �A IN ILAPPING A MIN 1/4 IN, BEYOND THE EN R FI iN. RATEDND t EP IP R'f O1 THE EM � ENING !CK CROWN S D RIED ACES WOUND ALL. W R GRACE E CO -CONN -- FS 1900 SEALANT BEARING THE UL CLASSIFICATION MARK PENETRATION OF METALLIC PIPE/CONDUIT: U.L. No. W -L-108312 SCALE: NTS. NOP ED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C635 AND ASTM 0636 12 GA GALV WIRE HANGERS 9 4'-0" O.C. MAX TIED UP TO STRUCTURE ABOVE TYP /-- ANGLE BRACKETT ?12 MECHANICALLY FASTEN PER MANUFACTURER'S RECOMMENDATION MAIN RUNNERS 9 4'-0" OC. MAX TYP CONT ALUM EDGE ANGLECROSS RUNNER 5/8" GYP BD TYP ACOUSTIC TILE PANELS TYP 5U5R='EN1)ED CEILING DETAIL3 SCALE: N,T,S. NO: DATE: 1 04042011 2 05xO2011 3 01B52011 DETAILS PROJECT NO: 11036 DRAWN BY: PC CHECKED BY: SI NO: DATE: 1 04042011 2 05xO2011 3 01B52011 DETAILS ELECTRICAL LIGHTING PLAN ELECTRICAL POWER PLAN ELECTRICAL LEGEND NEW CONDENSER ON ROOF C]jCU-1 2P30/30 A-22 A-21,23 COORDINATE FINAL LOCATION IN FIELD 1x4 FLUORESCENT LIGHT 1x4 FLUORESCENT LIGHT W/ EMERGENCY BALLAST (600 LUMENS MIN.) 2x2 FLUORESCENT LIGHT: - C3 Lo 2x2 FLUORESCENT LIGHT W/ EMERGENCY- c�� BALLAST (600 LUMMENS MIN.) 0 0 U OFFICE '-3'x10.0 A-14 TO TC A-16 Z Z f, a 2x4 FLUORESCENT LIGHT W/ EMERGENCY BALLAST (600 LUMMENS MIN.) HI -BAY FIXTURES O. RECESSED LIGHT i -�- SURFACE MOUNTED LIGHT Z 0ZD Q EXTERIOR WALL LIGHT ® IR Dz z DZ C N OPEN CC OFFICE G L r-Pxn-9 T6 A-12 N T& TO TC A-10 Z U V) WITH 90 MIN BATTERY BACK UP z EXIT SIGN WITH DIRECTIONAL ARROW f— _ WITH 90 MIN BATTERY BACK UP WALL MOUNTED EMERGENCY LIGHT LU 3 WITH 90 MIN BATTERY BACK UP W = EXIT SIGN/EMERGENCY LIGHT COMBO (�U WITH 90 MIN BATTERY BACK UP V) ELECTRICAL LIGHTING PLAN ELECTRICAL POWER PLAN ws M ELECTRICAL LEGEND 1x4 FLUORESCENT LIGHT 1x4 FLUORESCENT LIGHT W/ EMERGENCY BALLAST (600 LUMENS MIN.) 2x2 FLUORESCENT LIGHT: - C3 Lo 2x2 FLUORESCENT LIGHT W/ EMERGENCY- c�� BALLAST (600 LUMMENS MIN.) 0 0 2x4 FLUORESCENT LIGHT a 2x4 FLUORESCENT LIGHT W/ EMERGENCY BALLAST (600 LUMMENS MIN.) HI -BAY FIXTURES O. RECESSED LIGHT i -�- SURFACE MOUNTED LIGHT Z 0ZD Q EXTERIOR WALL LIGHT ® INTERIOR WALL SCONCE EXIT SIGN V) WITH 90 MIN BATTERY BACK UP z EXIT SIGN WITH DIRECTIONAL ARROW f— _ WITH 90 MIN BATTERY BACK UP WALL MOUNTED EMERGENCY LIGHT LU 3 WITH 90 MIN BATTERY BACK UP W = EXIT SIGN/EMERGENCY LIGHT COMBO (�U WITH 90 MIN BATTERY BACK UP V) SWITCH WITH OCCUPANCY SENSOR THAT SHALL TURN LIGHTING OFF WITHIN 30 OC MINUTES OF AN OCCUPANT LEAVING A SPACE - W 3 WAY SWITCH WITH OCCUPANCY SENSOR oc THAT SHALL TURN LIGHTING OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE DIMMER SWITCH WITH OCCUPANCY SENSOR Loc THAT SHALL TURN LIGHTING OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE MOTION SENSOR THAT SHALL TURN LIGHTING QM OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE EXHAUST FAN MOTOR 0 EXHAUST FAN Qi DISCONNECT SIMPLEX RECEPTACLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE CEILING MOUNTED SWITCHED DUPLEX RECEPTACLE QUADRUPLEX RECEPTACLE ® SPECIAL RECEPTACLE O JUNCTION BOX FLOOR DUPLEX RECEPTACLE FLOOR QUADRUPLEX RECEPTACLE POWER POLE . TELEPHONE JACK 0 DATA JACK TELEPHONE/DATA JACK FLOOR TELEPHONE/DATA JACK ID FLOOR TELEPHONE JACK FLOOR DATA JACK Q TV CABLE OUTLET O SMOKE DETECTOR/CARBON MONOXIDE � SENSOR UL LISTED COMBO O SMOKE DETECTOR MULTI -CANDELA FIRE STROBE O MULTI -CANDELA SPEAKER/STROBE ® PULL STATION Gi ELECTRICAL PANEL GFI GROUND FAULT INTERUPT NL NIGHT LIGHT ON 24/7 N NEW E EXISTING ER EXISTING RELOCATED TC TIME SWITCH CONTROL VP VAPOR PROOF WP WEATHER PROOF ws M �� U9 - C3 Lo c�� 0 0 a O O ' Lo Z 0ZD CO LLL V) Q z � J a LLU LU 3 '7 W = I (�U V) ws M y O Lo Z 0ZD CO M V) Q � J a �- '7 w U —,ui >MQ - W - -O S Lu O Z Z _ wO i m(y) M �o s OUTLET BOX GROUNDING . CONDUCTOR (GREEN) TAPPED HOLE 1N BOX. GROUNDING SCREW - #10 32x3/8" SLOTTED HEXAGON HEAD. WASHER FACE SCREW(TYPICAL) WIRE NUT (TYPICAL) CONDUIT (TYPICAL) NOTE: GROUNDING CONDUCTOR SHALL BE CONTINUOUS SO THAT REMOVAL OF DEVICE WILL NOT INTERFERE WITHT CONDUC OR CONTINUITY. GROUNDINGR P ECE TACLE TAIL AIL N.T. S. NEMA 1 ENCLOSURE 8 POLE 20 AMP WITH HINGED COVER RECEPTACLE CONTACTOR ELECTRICAL NOTES: w w w w 1, ALL WORK TO BE DONE ACCORDING TO 2014 F.B.C. 2013 NFPA-72 2015 NFPA-101 a a ¢ a 0_ n. (L a TIME CLOCK WITH cn cn cn cn cn 2015 NEPA-1, 2014 FFPC AND 2014 N.E.C,.' - 2 HR OVERRIDE L FROM TIME CLOCK 1 1 2. CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING SWITCH BUILT IN BIDS. NOTIFY ENGINEER OF ANY DISCREPANCIES AT ONCE. FAILURE TO DO SO AND CONTRACTOR PROCEEDS AT HIS OWN RISK. 3. MAINTAIN AS-BUILTS ON A DAILY BASIS.. SUBMIT 3 COPIES TO ARCHITECT. AND C OWNER 3 DAYS PRIOR TO ANY REQUIRED INSPECTIONS. 4. ALL CONDUIT TO BE METAL EMT INSIDE AND RIGID ON THE EXTERIOR. P.V.C. WILL BE N ACCEPTED PROVIDED THAT THE CORRECT GROUND AS PER N.E.C. TABLE 250-66,122 IS INCLUDED WHEN ALLOWED BY CODE. NO PVC WILL BE ALLOWED IN R.A. PLENUMS OR FIRE `RATED ASSEMBLIES. ALL MATERIALS IN R.A. PLENUMS TO BE PLENUM RATED. of v v v a a a a a rif 5. CONDUCTOR P DUC 0 0 BE COPPER THWN R TH 0 H N. MORE THAN THREE E N REE CURR T EN CARRYING w � tY Q! N N N N to CONDUCTORS IN A CONDUIT TO BE INSTALLED PER NEC 310.15(B)(3)(A) W .- N 1 6. ALL EXTERIOR EQUIPMENT TO NEMA 3R RATED. 1 S:? w w 1 u c� c� 7, ALL FUSES TO BE BUSSMAN CURRENT LIMITING AT SERVICE ENTRANCE. ALL OTHERS p w L FUSES ACCORDING` TO MANU. SPECIF.Z o wo 8. PROVIDE' .6 SETS OF SHOP DRAWINGS FOR APPROVAL. NO EQUIPMENT TO BE a ORDERED BEFORE SHOP DRAWINGS ARE APPROVED. _ 0_ _ 9. VERIFY ALL NAMEPLATE F L E D ATA 0 EQUIPMENT FOR PROPER PROTECTION AND LOADS RECEPTACLE CONTACTOR RC ` PRIOR TO IKICTAI I OR 01 PANEL A 225A ` MLO 304W 120 208V Wire 0 No. Poles Trip Description Load lNo.lPoles Trip Description Load 0 Wire 12 A 01 - 1 20 OPEN AREA/OFFICE LIGHTS 1375 02 1 20 SERVER REC 600 A 12 _12 B 03 1 20 BATHRM/KITCHEN LIGHTS 825 04 1 20 SERVER REC 480 B 12 12 C 05 1 20 KITCHEN REF 800 06 1 20 BATHRM REC 180 C 12 12 1 A 107 1 20 S APPLIANCE 1200 08 1 1 20 OPEN OFFICE REC 540 A 12 12 B 109 1 20 S APPLIANCE 1200 10 1 20 OPEN OFFICE REC TC 720 B 12 12 C 11 1 20 MICRO 1000 12 1 20 OPEN OFFICE REC 540 C 12 12 A 13 1 20 S APPLIANCE 1200 14 1 20 OFFICE 1 REC 540 A 12 12 B 15 1 20 KITCHEN REC 360 16 1 o 20 OFFICE 1 REC TC 540 B 12 8 C 171 2 1 40 INSTA HOT 6000 118 1 20 OFFICE 2 REC TC 540 C 12 8 1 A 19 - - - - 201 1 1 20 OFFICE 2 REC 540 A 12 8 B 21 2 30 CU -1 (3765) 22 1 20 ROOF REC 180 B 12 8 C 23 - - - - 24 2 45 AHU 1 9598 C 8 A 25 } CHECKED BY: sm 26 - - - - A 8 B 27 W_ 28 B NO: DATE: ISSUED FOR: C 291 1 1130 G x �A.... tAN P C 1 1 A 31 3 ; NW 1321 2'W x 4'H 1 1 A B 33 TELE BD I MAIN 1341 B C 3536 4x4 METAL- ELECTRICAL BOX. BLACK C A 37 GROUND 38 I A B 1391 40 FINAL PLASTER B C 41 42 C y: NM p E }�� 1g H 00 1� PANEL LOAD 28958W 1 I 10. MAINTAIN A MINIMUM F 1 F 80A N UM 0 36 N FRONT OF ALL ELECTRICAL EQUIPMENT. PRIOR TO INSTALLING A IP N Y EQUIPMENT COORDINATE WITH OTHER TRADES TO INSURE THAT CLEARANCES ARE MAINTAINED. 11. CONTRACTOR TO REMOVE ALL TRASH /UNUSED MATERIALS AT THE END OF DAY. 1 r 2. ALL CONDUITS, FIXTURES; DEVICES TO HAVE GROUND EXTEND AS PER TABLE. 250-122 N.E.C. 1 P T r _: 3. OWER 0 BE ON CONTINUOUSLY 5 WEEK PRIOR TO COMPLETING E NG PR OJECT. 14, ALL LOW VOLTAGE CABLING AND SYSTEM ARE THE RESPONSIBILITY OF THE VENDOR THAT 1S PROVIDING THE SYSTEM INCLUDING PERMITTING. s 15. CONTRACTOR TO LAMP/RELAMP ALL FIXTURES. EXTEND CONDUCTOR o 16. CONTRACTOR TO VERIFY QUANTITIES OF EXISTING AND NEW DEVICES AND FIXTURES AND CONDUIT TO REQUIRED TO COMPLETE PROJECT PRIOR TO SUBMITTING BID. RELOCATED PANEL n ----- � 17. CONTRACTOR TO VERIFY EXISTING CIRCUITS AND MUST PROVIDE NEW PANEL 3 SCHEDULES IDENTIFYING ALL CIRCUITS IN PANEL: MINIMUM OF (2) 12 GA. HANGER 1 18. NEUTRALS NOT TO BE SHARED. PROVIDE` 8 NEUTRAL TO ALL FURNITURE SYSTEMS, WIRES TO STRUCTURE ABOVE # c IF APPLICABLE. 19. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL EQUIPMENT MENTIONED OR NOT TO POWER, DATA AND VOICE TO ALL EQUIPMENT AND SYSTEMS INSTALLED. 1 20. ALL DEVICES TO MATCH BUILDING STANDARD OR BE DECORA SERIES.r - ^-, RELOCATED PANEL 21. TYPICAL LIGHT SWITCHES TO BE 0 48" A.F.F. ON CENTER. TYPICAL RECEPTACLE TO 1 1 BE 18" A.F.F. ON CENTER. ALL SWITCHES TO BE GANGED WITH CONTINUOUS A RECEPTACLE FACEPLATES. ALL DEVICES THAT ARE ADJACENT TO BE .SPACED 6" ON CENTER, 1 1 TC 1 22. ALL ELECTRICAL ELEMENTS TO BE THOROUGHLY PROTECTED FROM DAMAGE AFTER C L - r - J INSTALLATION AND SHALL HAVE TRIM INSTALLED AFTER ADJOINING FINISH MATERIALS ARE INSTALLED. 23. AT THE COMPLETION OF THE PROJECT ALL EQUIPMENT, DEVICES AND FIXTURES TO BE CLEANED. 24. ALL EMERGENCY AND EXIT LIGHTS ARE TO HAVE A MINIMUM 90 MINUTE BATTERY I 3P 1 BACK-UP. 1100A L J 1 1 25. CONTRACTOR IS TO PROVIDE STEP .DOWN TRANSFORMERS. FOR ALL FANS WHEN100A. REQUIRED. I 1 I 26. NO ALUMINUM CONDUCTOR BUSS WILL BE ALLOWED - ALL MUST BE COPPER, `-� - 27. ALL DATA, TEL., TV BOXES TO BE 4x4x2 DOUBLE GANG BOXES. STUB ALL CONDUITS I I WITH LAY IN CEILINGS TO 6" ABOVE CEILING. ALL CONCEALED OR EXPOSED - - - - - L - - - - - APPLICATIONS TO BE HOME RUN TO MAIN DISTRIBUTION LOCATION. 28 CONTRACTOR TO PROVIDE TEMPORARY POWER FOR ALL TRADES ----LIGHT FIXTURE -----------1 • 30. NO ELECTRICAL CIRCUITS OR WIRING FROM ADJACENT SPACES TO BE USED IN THIS1 1 i PROJECT. ARCHITECT M�( 0 T T, 31, ALL INTERIOR LIGHTING TO HAVE SWITCHES WITH OCCUPANCY SENSORS IN THEM CAPABLE OF STAYING ON NO MORE THAN 30 MINUTES. CIRCUITS WHICH HAVE MOTION g tii SENSORS ON THEM MAY USE STANDARD SWITCHES. NEW ELECTRICAL RISER DIAGRAM �I 1 - :N.s, 32. CONTRACTOR TO REMOVE ALL ABANDONED OR UNUSED WIRING, CONDUIT AND BOXES. , � n z SUPPORT DETAILS 33. PROVIDE 2-2" RIGID CONDUIT FROM BUILDINGS MAIN TELEPHONE ROOM COMMUNICATION � � CENTER TO SITE DEMARC POINT. COORDINATE CABLE, TV, VOICE AND DATA 11a1r ' ��� . � •moi ♦ PANEL LOAD 28958W 1 I 10. MAINTAIN A MINIMUM F 1 F 80A N UM 0 36 N FRONT OF ALL ELECTRICAL EQUIPMENT. PRIOR TO INSTALLING A IP N Y EQUIPMENT COORDINATE WITH OTHER TRADES TO INSURE THAT CLEARANCES ARE MAINTAINED. 11. CONTRACTOR TO REMOVE ALL TRASH /UNUSED MATERIALS AT THE END OF DAY. 1 r 2. ALL CONDUITS, FIXTURES; DEVICES TO HAVE GROUND EXTEND AS PER TABLE. 250-122 N.E.C. 1 P T r _: 3. OWER 0 BE ON CONTINUOUSLY 5 WEEK PRIOR TO COMPLETING E NG PR OJECT. 14, ALL LOW VOLTAGE CABLING AND SYSTEM ARE THE RESPONSIBILITY OF THE VENDOR THAT 1S PROVIDING THE SYSTEM INCLUDING PERMITTING. s 15. CONTRACTOR TO LAMP/RELAMP ALL FIXTURES. EXTEND CONDUCTOR o 16. CONTRACTOR TO VERIFY QUANTITIES OF EXISTING AND NEW DEVICES AND FIXTURES AND CONDUIT TO REQUIRED TO COMPLETE PROJECT PRIOR TO SUBMITTING BID. RELOCATED PANEL n ----- � 17. CONTRACTOR TO VERIFY EXISTING CIRCUITS AND MUST PROVIDE NEW PANEL 3 SCHEDULES IDENTIFYING ALL CIRCUITS IN PANEL: MINIMUM OF (2) 12 GA. HANGER 1 18. NEUTRALS NOT TO BE SHARED. PROVIDE` 8 NEUTRAL TO ALL FURNITURE SYSTEMS, WIRES TO STRUCTURE ABOVE # c IF APPLICABLE. 19. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL EQUIPMENT MENTIONED OR NOT TO POWER, DATA AND VOICE TO ALL EQUIPMENT AND SYSTEMS INSTALLED. 1 20. ALL DEVICES TO MATCH BUILDING STANDARD OR BE DECORA SERIES.r - ^-, RELOCATED PANEL 21. TYPICAL LIGHT SWITCHES TO BE 0 48" A.F.F. ON CENTER. TYPICAL RECEPTACLE TO 1 1 BE 18" A.F.F. ON CENTER. ALL SWITCHES TO BE GANGED WITH CONTINUOUS A RECEPTACLE FACEPLATES. ALL DEVICES THAT ARE ADJACENT TO BE .SPACED 6" ON CENTER, 1 1 TC 1 22. ALL ELECTRICAL ELEMENTS TO BE THOROUGHLY PROTECTED FROM DAMAGE AFTER C L - r - J INSTALLATION AND SHALL HAVE TRIM INSTALLED AFTER ADJOINING FINISH MATERIALS ARE INSTALLED. 23. AT THE COMPLETION OF THE PROJECT ALL EQUIPMENT, DEVICES AND FIXTURES TO BE CLEANED. 24. ALL EMERGENCY AND EXIT LIGHTS ARE TO HAVE A MINIMUM 90 MINUTE BATTERY I 3P 1 BACK-UP. 1100A L J 1 1 25. CONTRACTOR IS TO PROVIDE STEP .DOWN TRANSFORMERS. FOR ALL FANS WHEN100A. REQUIRED. I 1 I 26. NO ALUMINUM CONDUCTOR BUSS WILL BE ALLOWED - ALL MUST BE COPPER, `-� - 27. ALL DATA, TEL., TV BOXES TO BE 4x4x2 DOUBLE GANG BOXES. STUB ALL CONDUITS I I WITH LAY IN CEILINGS TO 6" ABOVE CEILING. ALL CONCEALED OR EXPOSED - - - - - L - - - - - APPLICATIONS TO BE HOME RUN TO MAIN DISTRIBUTION LOCATION. 28 CONTRACTOR TO PROVIDE TEMPORARY POWER FOR ALL TRADES ----LIGHT FIXTURE -----------1 29. NEW ELECTRICAL. PANELS TO HAVE BOLT ON BREAKERS. _ 30. NO ELECTRICAL CIRCUITS OR WIRING FROM ADJACENT SPACES TO BE USED IN THIS1 1 i PROJECT. ARCHITECT M�( 0 T T, 31, ALL INTERIOR LIGHTING TO HAVE SWITCHES WITH OCCUPANCY SENSORS IN THEM CAPABLE OF STAYING ON NO MORE THAN 30 MINUTES. CIRCUITS WHICH HAVE MOTION g tii SENSORS ON THEM MAY USE STANDARD SWITCHES. NEW ELECTRICAL RISER DIAGRAM <t, SUSPENDED CEILING LIGHTING - :N.s, 32. CONTRACTOR TO REMOVE ALL ABANDONED OR UNUSED WIRING, CONDUIT AND BOXES. - - - - - - - .EXISTING N.T.S. � n z SUPPORT DETAILS 33. PROVIDE 2-2" RIGID CONDUIT FROM BUILDINGS MAIN TELEPHONE ROOM COMMUNICATION � � CENTER TO SITE DEMARC POINT. COORDINATE CABLE, TV, VOICE AND DATA REQUIREMENTS WITH 3 ' OWNER TO MEET THEIR REQUIREMENTS. V , 34. VERIFY EXISTING FIRE ALARM HAS: SUFFICIENT ROOM FOR EXPANSION AND EQUIPMENT fi IS STILL READILY AVAILABLE., CONTRACTOR TO PROVIDE COMPLETE SHOP DWGS INCLUDING RISER, CUT SHEETS, BATTERY CALCULATIONS AND ALL OTHER NECESSARY INFORMATION, a a MIN. 6 35. LABEL ALL OUTLETS AND JUNCTION -BOXES WITH PANEL AND CIRCUIT NUMBER. I -I R 8$ 050148 CEILING 36. ANY ELECTRICAL EQUIPMENT POTENTIALLY NEEDING ADJUSTMENT, SERVICING, OR I MAINTENANCE WHILE ENERGIZED MUST BE PLACARED IN ACCORDANCE WITH N.E.C. 110.16. 37. ALL NIGHT LIGHTS AND EMERGENCY LIGHTS TCONTROLr. 0 BE CONNECTED AHEAD OF ANY ...n ... »....:,. DEVICE. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING 3/4,, CONDUIT (TYP.) HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WITH PULL STRING 38. ALL TRANSFORMERS ARE TO HAVE A MINIMUM K -RATING OF K-13. KVA SIZING OF s WORK OF THE ARCHITECT AND MAY NOT BE USED DUPLICATED OR DISCLOSED IN ANY FORM WITHOUT TRANSFORMER IS SHOWN ON THE ELECTRICAL RISER THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT 2" CONDUIT WITH .DRAWING. 39. ALL CIRCUIT BREAKERS SERVING FURNITURE SYSTEMS MUST BE HANDLE TIED AS PER � PULL STRING (PVC BELOW GRADE, N.E.C. 605.7 40. PROVIDE 90 MIN. BATTERY BACK UP FOR NEW AND EXISTING EMERGENCY/NIGHT LIGHTS ,.,..., ..... .. PROJECT NO: 11936 E RIGID METAL PLEASE REFER LEGEND. DRAWN BY: PC } CHECKED BY: sm WHERE EXPOSED TO AIR, EMT 41. PROVIDE MEAN OF DISCONNECTION FOR ALL LIGHTING FIXTURES AS PER NEC 410,130(G) INSIDE BUILDING). W_ NO: DATE: ISSUED FOR: G x �A.... tAN P 1 1 3 ; NW 2'W x 4'H 1 1 TELE BD I MAIN PAINTED BUILDING 4x4 METAL- ELECTRICAL BOX. BLACK � T.B. GROUND I COORDINATE BAR FINAL PLASTER RING AND FACE PLATE ❑ L-- --J REQUIREMENTS. TERMINATE. WITH FLOOR INSULATED BUSHING TELEPHONE RISER g N.T.S. v TEMPERATURE SENSOR TO MASTER Q & .ARCHITECT . >. .,.. E -�� Bo o m� 7 H. V. A. C. LEGEND M� O T T FIRE DAMPER oo 0E EXISTING (RIGID DUCT) } 2 a O , O EXISTING RIGID DUCT REMOVED ------ ------ --- ''° T 5"44W+V ' EXHAUST FAN EF r oe LINEAR DIFFUSER LD s EXHAUST GRILLE (EG) F NEW (RIGID DUCT) TRANSFER GRILLE CC � C SIDE WALLDIFFUSER } ALL DRAWINGS AND WRITTEN MATERIAL APPEARING W HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED U LSHED WORK OF THE ARCHITECT AND MAY NOT BE USED, � EXISTING FLEX e i _ Z s THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT , W RELOCATE REL ,,. U U.1 PROJECT NO. EXISTING FLEX TO BE REMOVED RAFD (EXIST.) �— —I W x U DRAWN BY: PC i a RAFD (NEW) NEW FLEX TO MATCH EXISTING > WITH SPIN IN COLLARS/M.V.D.` FIRE DAMPER (NEW) NO. DATE: ISSUED FOR: w TEMPERATURE SENSOR TO MASTER Q & .ARCHITECT . >. .,.. M� O T T FIRE DAMPER cl } RETURN AIR GRILLE R.A.G. , O T 5"44W+V ' EXHAUST FAN EF r oe LINEAR DIFFUSER LD s EXHAUST GRILLE (EG) F 10"04W ,'�-__ 300CF TRANSFER GRILLE r R0 $$ 4 n 0 0 14 8 SIDE WALLDIFFUSER } ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED U LSHED WORK OF THE ARCHITECT AND MAY NOT BE USED, � REMOVE REM DUPLICATED OR DISCLOSED IN ANY FORM WITHOUT s THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT , RELOCATE REL PROJECT NO. RAFD (EXIST.) �— —I 1136 DRAWN BY: PC i RAFD (NEW) CHECKED BY: SM FIRE DAMPER (NEW) NO. DATE: ISSUED FOR: FIRE DAMPER (EXIST) lr len MN,pRY ,qN EXISTING (E) NEW (N) 4 COLD WATER RETURN —cwR—cwt—c,— , — _ .COLD WATER SUPPLY. CHIS CN5._ cos— 0O2 SENSOR —SUBMIT SHOP DWGS 02 PROVIDE SENSOR & CONTROLLER , MOTORIZED DAMPER 0 EXISTING TO REMAIN THE SAME ERS ;g NOTE: SOME ITEMS MAY NOT BE USED IN THE DRAWING ,MECHANICAL:: M A wI: u"1ult6=Uo=jJ LSU U!WjUU ULr-- tt;;U U ULW UU Ute_ c®nnulting engineer E PILHLU P.E FL FES 409832 j ne Sh ave. ste. 4, ttb-09dalm fl 33334 �- I TEL. (954) 938 -Mel FLA. RES..•E®-01303306 JOB # 17112 GENERAL MECHANICAL NOTES CARRIER - SPLIT SYSTEM I I TAG AHU-1 /CU -1 VOLTAGE H.V.A.C. NOTES TONS 3 EER/SEER 15.0 SEER COND.. MODEL # 24ACC436-3 1— ALL WORK EXECUTED UNDER THESE OFFICIAL DOCUMENTS SHOULD BE PERFORMED BY A FX4DNF037 NEW 3 TON SPLIT SYSTEM 957 LICENSED AND INSURED MECHANICAL CONTRACTOR AND BE IN COMPLIANCE WITH THE R -410A TOTAL CAP. (MBH) 34.9 3 LATEST FLORIDA BUILDING CODE (FBC), SHEET METAL & AIR CONDITIONING 27.7 DUCTWORK: W CONTRACTOR'S ASSOCIATION (SMACNA) STANDARDS, AND ALL OTHER APPLICABLE STATE 1 / SCROLL COMP. RLA-LRA 13.6 - 79.0 AND LOCAL CODE. 1/1.1 - 1/5 RIGID -FOIL FACED BACKED FIBERGLASS R=6 AT 1,5", 32"X32"X25" I 134 SUPPORTED 48" O.C., AT ALL TURNS, TURNS ANDTRANSITIONS. 18.1 2- ALL WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANSHIP MANNER TO 30 TAPED AND MASTIC SEALED ALL SEAMS. PRODUCE A COMPLETE SYSTEM THAT IS FULLY BALANCED, AND ADHERES TO ALL 1200 0 .5" FAN FLA -BHP 4.1 —.1/2 APPLICABLE CODES AND REGULATIONS. 22"X22"X50" FLEX- U.L. CLASS ONE AIR DUCT. R6 SUPPORT 48"O.C.. 157 I 3- MECHANICAL CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE THAT THE COMPLETE 8.0 PROVIDE SPIN IN COLLARS WITH M.V.D. WHEN ACCESSIBLE ORWITH 44.7 I SYSTEM INSTALLED IS FREE OF DEFECTS OF MATERIALS AND WORKMANSHIP FORA 45 SCOOP WHEN NOT ACCESSIBLE. TIE WRAP INNER LINER 7/8 PERIOD OF A YEAR AFTER THE WORK IS COMPLETE AND TURNED OVER TO THE OWNER. 3/8 TWICE AND TAPE AND MASTIC SEAL OUTER LINER TAKING CARE SITE VISIT NOT TO COMPRESS INSULATION. 4— THE MECHANICAL CONTRACTOR IS RESPONSIBLE TO OBTAIN HIS OWN PERMIT AND PAY I ALL PERMIT AND INSPECTION FEES. CONCRETE TYPICAL SUPPLY BRANCH NTH CONICAL TAP, ROUND TO I 1— MECHANICAL CONTRACTOR IS DULY REQUIRED TO VISIT PROJECT SITE AND VERIFY RECTANGULAR TRANSITION TO RECTANGULAR DIFFUSER. 2 -3/8 -LOG SCREWS BASE PLATE SQUARE TUBING If W/2 -1/2 -MIN, EMBODEENT 2-1 2" / ' 5- AT THE COMPLETION OF THE PROJECT THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. HE OR SHE SHALL NOTIFY THE jI ATTACH TO TOP CORD SET OF PRINTS CLEARLY MARKED, DEPICTING ALL AS -BUILT CONDITIONS TO THE 2-3/8" x 3_1/2„ _ ITL BASE/TRUSS 2 1 2 1/2 EXHAUST: ENGINEER FOR RECORD. OF JOIST WITH 5/16 NUTS,BOLT, FENDER WASHERS WEDGE NCHOR (TYPICAL EACH BASE PLATE.) 4" EDGE DISTANCE GALVANIZED RECTANGLE DUCT OR ROUND SNAP LOCK METAL MAX. SPAN 48" 6— CONTRACTOR SHALL PAY SPECIAL ATTENTION TO OWNER EQUIPMENT, FURNITURE, AND WOOD BASE DUCT WILL BE INSTALLED WITH DUCT SUPPORTS AT 48 INCHES CARPETING TO PREVENT CONTAMINATION BY COVERING AND WRAPPING FURNITURE AND ON CENTER, INSULATE WITH R=6 FOIL FACED INSULATION - (BY OTHERS) CONCRETE CONN C ION A WASTE EQUIPMENT.LL W S E AND DEBRIS SHALL BE REMOVED AT THE END OF EACH DAY TO � WRAP U.L. AS REQUIRED. MAINTAIN ACCEPTABLE INDOOR AIR QUALITY LEVEL DURING THE CONSTRUCTION. (TVP.) A/C UNIT 2-3/8" Hil_TI "KWIK" 2-1/2" DELTA 11 CONCRETE BASE EF -1: PENN Z6S, 101 CFM 0 0.125 SP, 120V, 47 WATTS PROVIDE PROVIDE 4-22 GA. -1" WIDE W/2-1/2" MIN. EMBEDENT (BY OTHERS) 7- ANY PORTION OF EXISTING BUILDING (FLOOR, WALL, CEILING, OR ROOF) THAT IS 3— WHENEVER INTERFERENCE OR CONFLICT OCCURS WITH THE PROPOSED DESIGN, BEFORE 1 1 4" STRAP 48"0. / AFFECTED BY EITHER REMOVAL, RELOCATION OR INSTALLATION OF A NEW EQUIPMENT STRAPS PER A/C UNIT TVP. EA. �3ASE PLATE) - ( NOTE: ALL FRESH AIR, OUTSIDE MAKE AIR TOBE INSULATED SHALL BE REPAIRED AND MATCHED FINISHED EXISTING CONDITIONS ACCORDING TO- WITH 1,5" DUCT WRAP, PROVIDE COLLARS AT BRANCH TAKE A.) 2-3/8" x 3/4" LONG A307 STEEL GALV. ARCHITECTURAL DRAWINGS OR SPECIFICATIONS. OFFS: 8- WHEREVER DUCT' RUNS THROUGH STRUCTURAL ELEMENT SUCH AS BEAM' PRECAUTION STEEL JOIST 1/8" " BELTS AND NUTS FASTENED TO WEB OF SHALL BE TAKEN TO COORDINATE WITH OTHER TRADES TO RELOCATE' OR TO PROVIDE DIFFUSERS: DROP—IN — METALAIRE 5800 ALUMINUM STAND RAIL NECESSARY SLEEVE BEFORE CONCRETE IS BEING POURED. SIDEWALL — METALAIRE V4004H 9— SUPPLY 6 COPIES OF SHOP DRAWINGS FOR REVIEW TO ARCHITECT. NO EQUIPMENT IS TO •� CUT AWAY METAL DECK B.) 3-10-16 x 3/4 HMN #3 SELF DRILLING PLAT E TO BEAR DIRECTLY BASE PLATE HILTI KULK—FLEX SCREWS TO RETURNS: METALAIRE RH BE ORDERED PRIOR TO THEIR APPROVAL. WEB OF ALUMINUM STAND RAIL. ON JOIST TOP CHORD 10— MECHANICAL CONTRACTOR TO PROVIDE TWO (2) COMFORT BALANCE VISITS TO SUIT THE THERMOSTAT: COMMERCIAL: 24/7 PROGRAMMABLE INSULATION STRAP NEEDS OF THE CLIENTS. 1_3/8 mss, _ 5- POST TENSION STRUCTURAL SLAB: NO CUTTING OR DRILLING SHALL BE TAKEN PLACE OFLEXIBLE RAIL SECTION (TYC') METAL � 11= OPENINGS AND DUCT TRAVELING THROUGH FIRE RATED WALL, TENANT DEMISING WALL, WITHOUT THE X—RAY OF THE SLAB AND THE WRITTEN APPROVAL OF THE STRUCTURAL w MECHANICAL AND ELECTRICAL ROOM, WALL AND FLOOR PARTITION, FLOOR AND RooF �" PAD (TYP) BY A/C CONTRACTOR DECK FRESH AIR REQUIREMENTS FMC TABLE 403.3 SLAB SHALL BE INSTALLED WITH "B"—FIRE DAMPER. I EXAMPLES: RUBBER VIBRATION PAD OFFICE AREA: 1008 SF 12—MOTORIZED DAMPERS REQUIRED ON EXHAUST AND OUTDOOR SUPPLY DUCTS THAT WILL j (6P' X 5CFM/P) + (1008SF X 0.06CFM/SF) = 90.5 CFM AHU/CU SPECIFICATIONS CARRIER - SPLIT SYSTEM I I TAG AHU-1 /CU -1 VOLTAGE 208/1/60 TONS 3 EER/SEER 15.0 SEER COND.. MODEL # 24ACC436-3 AHU MODEL # FX4DNF037 AMBIENT TEMP, 957 REFRIGERANT R -410A TOTAL CAP. (MBH) 34.9 SENS. CAP. (MBH) 27.7 CONDENSER UNIT W COMP. QTY. TYPE 1 / SCROLL COMP. RLA-LRA 13.6 - 79.0 COND. FAN QTY FLA—HP 1/1.1 - 1/5 DIMENSIONS L,W,H, 32"X32"X25" WEIGHT LBS. 134 MCA 18.1 MOCP 30 AIR HANDLER TOTAL CFM 1200 0 .5" FAN FLA -BHP 4.1 —.1/2 DIMENSION L,W,H 22"X22"X50" WEIGHT LBS. 157 I ELECT, HEAT KW 8.0 MCA 44.7 M OCP 45 SUCTION IN. OD)... 7/8 LIQUID IN. OD)... 3/8 SCHEDULE NOTES: 1) ENTERING AIR CONDITIONS: 80'DBF/67'WBF, 2) PROVIDE FIELD INSTALLED ELECTRIC HEAT WITH DISCONNECT. k AUTOMATICALLY SHUT OFF WHEN THE SYSTEMS -0R SPACES SERVED ARE NOT IN USE. I I PER FMC 2014 — C403.2.4.4 ENERGY CONSERVATION CLOSET AREA: 27 SF 13— H.V.A.C. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A FULLY OPERATIONAL AND (27SF _X 0.12CFM/SF) = 3.2 CFM Q V) Q BALANCED SYSTEM THAT ADHERES TO ALL APPLICABLE CODES AND REGULATIONS. ; ' �I TOTAL FRESH AIR REQUIRED = 93.7 CFM 0 jy ' Lu fY W rx 14 -CONTRACTOR TO PROVIDE CERTIFIED TEST AND BALANCE FOR ALL SYSTEMS I I TOTAL FRESH AIR PROM = DED 95 CFM " 1/8 S.S. CABLE ATTACHED TO DADE COUNTY ' APPROVED ROOF FRAME WOOD DECK Lu z THAT I T ^ S ATTACHED TO BUILDING STRUCTURE. THE 1/8 CABLE IS 1 s 15—IN CEILINGS BEING USED AS A PLENUM, COMBUSTIBLES OR COMBUSTIBLE CONTRUCTION BASE PLATE ATTACHED TO FRAM T E WITH A 3/8 SS NC BOLT WITH \PFENDER WASHERS SHALL NOT BE ALLOWED. SQUARE TUBING AND LOCK NUTS AT EACH END. CABLE ENDS TO HAVE EYE WITH ROUND FLEX DUCT HANGING DETAIL R HYDRALIC COMPRESSED CRIMPS. 2 3/8" S.S.BOLTS WITH LOCK NUTS AND PITH PAN BASE PLATE (TYP.) 1-1 2" EDGE DISTANCE FENBER WASHERS TO SECURE CABLE HOUSING WITH SIMILAR EYE S. 2 CLAMPED AT EACH CABLE CROSSING SITE VISIT CONCRETE I 1— MECHANICAL CONTRACTOR IS DULY REQUIRED TO VISIT PROJECT SITE AND VERIFY 2 -3/8 -LOG SCREWS BASE PLATE SQUARE TUBING If W/2 -1/2 -MIN, EMBODEENT 2-1 2" / ' EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. HE OR SHE SHALL NOTIFY THE jI ATTACH TO TOP CORD 2-3/8" x 3_1/2„ _ ITL BASE/TRUSS 2 1 2 1/2 ENGINEER OF ANY DISCREPANCY AT ONCE. FAILURE TO DO SO, THE MECHANICAL i OF JOIST WITH 5/16 NUTS,BOLT, FENDER WASHERS WEDGE NCHOR (TYPICAL EACH BASE PLATE.) 4" EDGE DISTANCE CONTRACTOR IS PROCEEDING AT HIS OWN RISK. MAX. SPAN 48" WOOD BASE 2- DESIGN THAT IS CALLED FOR NEW DUCT OR PIPING TO BE CONNECTED TO EXISTING (BY OTHERS) CONCRETE CONN C ION SYSTEM REQUIRES THE CONTRACTOR TO VERIFY EXISTING DUCT & PIPING SIZE BEFORE FABRICATION AND INSTALLATION. (TVP.) A/C UNIT 2-3/8" Hil_TI "KWIK" 2-1/2" DELTA 11 CONCRETE BASE PROVIDE PROVIDE 4-22 GA. -1" WIDE W/2-1/2" MIN. EMBEDENT (BY OTHERS) 3— WHENEVER INTERFERENCE OR CONFLICT OCCURS WITH THE PROPOSED DESIGN, BEFORE 1 1 4" STRAP 48"0. / STRAPS PER A/C UNIT TVP. EA. �3ASE PLATE) - ( PROCEEDING TO ANY CHANGE OR DEVIATION FROM THE EXISTING BID, THE CONTRACTOR A.) 2-3/8" x 3/4" LONG A307 STEEL GALV. SHALL SUBMIT A WRITTEN REQUEST FOR THE CHANGE INCLUDED A DETAILED DRAWING STEEL JOIST 1/8" " BELTS AND NUTS FASTENED TO WEB OF FOR APPROVAL FROM ARCHITECT/ ENGINEER, +� ALUMINUM STAND RAIL I 4— CONTRACTOR SHALL CONSULT WITH STRUCTURAL ENGINEER- WHEN CUTTING OR MAKING •� CUT AWAY METAL DECK B.) 3-10-16 x 3/4 HMN #3 SELF DRILLING PLAT E TO BEAR DIRECTLY BASE PLATE HILTI KULK—FLEX SCREWS TO I IN ANY BUILDING COMPONENT. CONTRACTOR SHALL VERIFY THATSTRUCTURAL=' OPENING L E ON VE A ,, WEB OF ALUMINUM STAND RAIL. ON JOIST TOP CHORD INTEGRITY OF THE BUILDING IS NOT BEING COMPROMISED. i' t INSULATION STRAP 1_3/8 mss, _ 5- POST TENSION STRUCTURAL SLAB: NO CUTTING OR DRILLING SHALL BE TAKEN PLACE OFLEXIBLE RAIL SECTION (TYC') METAL WITHOUT THE X—RAY OF THE SLAB AND THE WRITTEN APPROVAL OF THE STRUCTURAL �" PAD (TYP) BY A/C CONTRACTOR DECK ENGINEER OF THE BUILDING. EXAMPLES: RUBBER VIBRATION PAD EXISTING HVAC SYSTEM 0 0 (RP. 3/4' — 2"x 2") Q OPTIONAL 2-3/8" A325 (RP. 3/8" _ 2% 2") 4 HILTI MODEL I5 o ALL TREAD RODS W/1 /2" EDS22P 10x3/4 LG. 4" 3" WASHER AND NUT ON TOP POWER � , 1- MECHANICAL CONTRACTOR MUST CHANGE THE AIR FILTER IN ALL WORKING AIR I 1 (TYP.) " DRIVEN FASTENERS AND BOTTOM. CONDITIONING UNIT DURING CONSTRUCTION EVERY 21 DAYS OR LESS DEPENDING ON THE ( a (TVP, EA. BASE PLATE) AMBIENT ENVIRONMENT TO PREVENT AIR CONTAMINATION, EQUIPMENT FAILURE SUCH AS ° TYPICAL FILLET WELD BEARING FAILURE, DAMPER MALFUNCTION, ETC... II 1/4'� 2- AFTER CONSTRUCTION MECHANICAL CONTRACTOR IS TO VACUUM THOROUGHLY THE I �� JOIST STIFFENER REQUIREMENTS BASE PLATE DETAIL MECHANICAL ROOM TO REMOVE ALL DUSTY PARTICLES, INSPECT AND REPLACE AIR FILTERS, BEARINGS OR BELTS FOR OPTIMAL UNIT OPERATION. DUCT HANGING DETAIL NTS 0 STEEL JOIST 3— WHEN REUSING EXISTING AIR CONDITIONING THE CONTRACTOR MUST CLEAN THE COOLING I AND THE CONDENSER COILS, CHECK AND ADJUST REFRIGERANT CHARGE TO ENSURE PROPER 1/4" x 3/4" GALVANIZED STEEL WEB MEMBER ' a " UNIT FUNCTION, VERIFY THE EXISTING CONDENSATE PIPING IS IN GOOD WORKING' NOTE: CONDITION, AND MAKE NECESSARY REPAIR. CONTRACTOR SHALL CHECK ALL ELECTRICAL HANG DUCTS ACCORDING THUGSCREW TIGHTTEN WITH TORQUE WRENCH COMPONENTS, TIGHTEN ALL .ELECTRICAL CONNECTIONS FOR PROPER OPERATION. I TO `SMACNA STANDARDS TYPICAL Z—BAR TO REFUSAL 1--1 4" x 1-1 " ADD WEB MEMBER WHEN A C STAND SUPPORT I / /4 x .120 / S 4- DETERIORATED DUCTWORK AND CEILING INSULATION SHALL BE REPLACED. ALL EXISTING &WIRE DUCT HANGING DETAIL NOT ON PANEL POINTS DUCTWORK SHALL BE THOROUGHLY INSPECTED AND REPAIRED REMOVED EQUIPMENT „ 1-1/2" x 1-1/2" x .120 WALL " a 1-5/16 GALVANIZED STEEL BELT THAT IS NOT BEING USED SHALL BE RETURNED TO THE OWNER. 1 1"x1"x.120 -M 5- ANY EQUIPMENT THAT WAS TEMPORARILY DISCONNECTED WITH RESPECT TO A REMOVAL I# II 4" x 4" x 1/4" OFANYOTHER DEVICE IT SHALL BE RECONNECTED TO THE EXISTING SYSTEM AND VERIFIED THAT IT 1S FULLY OPERATIONAL. II "DETAIL AS EXAMPLE. I, 6— CONTRACTOR SHALL VERIFY EXISTING AIR CONDITIONING AND HEATING SYSTEMS ARE 1 it CONTRACTOR TO PROVIDE MEETS REQUIREMENTS NEW CURRENT SHOP DWGS EN S OF FBC ALUMINUM ROOF STAND MOUNTING 2014, MECHANICAL CODE 301,15 FUNCTIONING PROPERLY, ITS PERFORMANCE RANGE WITH RESPECT TO ITS VOLUME I' Ii �� OF RACK" & FBC 2014 CHAPTER 1$ SCALE: N.T.S. CAPACITY. 7- EQUIPMENT THAT IS LOCATED EXTERIOR OF THE BUILDING SHALL BE PROPERLY TIED 11 TYPICALo"HANGING TYPICAL CHANNEL STRAP. $C SADDLE 4 DC' 7kill (1h1A/AI AAIn ❑ AOI TO WITUCTAAIn A 9n ll CC /D C'n0tC `I►nAln " - _..__ & STRAP DUCT - k I I Z Q V) Q > 0 jy ' Lu fY W rx IY Lu z 1 s ARCHITECT ;i; VII FPC 2014 TABLE 704.1 LEGEND — — . - COLD WATER FLINE — HOT WATER 110'F — — HOT WATER 1407 8 OR LARGER HOT WATER RECIRC - - - - NONPOTABLE WATER — - — — - -- FILTERED WATER BEER/SODA LINES WASTE - - - - - - - - - - EXISTING WASTE G GREASY WASTE — —G— --G— EXISTING GREASY WASTE - - - - - - - - - - VENT - GAS - — - - RAIN WATER LEADER — — — - CONDENSATE - - DEMO ABBREVIATIONS BTU BRITISH THREMAL UNIT CD CONDENSATE. CO WALL CLEAN OUT CW COLD WATER FU FIXTURE UNITS FCO FLUSH CLEAN OUT FD FLOOR DRAIN FS FLOOR SINK FFD FUNNEL DRAIN HD HUB DRAIN HB HOSE BIBB HW HOT WATER HWR HOT WATER RECIRC IM ICE MACHINE MBTU THOUSAND BRITISH THREMAL UNIT ORD OVERFLOW ROOF DRAIN PR PRESSURE/MP REGULATOR RD ROOF DRAIN RWL RAIN WATER LEADER SOV SHUT-OFF VALVE TP TRAP PRIMER VTR VENT THRU ROOF VIF VERIFY IN FIELD FPC 2014 TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE SIZE (INCHES) MINIMUM SLOPE (INCH PER FOOT) 2-1/2" OR LESS 1/4 3 TO 6" 1/8 8 OR LARGER 1/16 / HCSH �` ; SK HCSH 2� C CONNECT TO EXISTING. VIF HCWC - HCLAV HCWC INSTA-HOT CHRONOMITE E-60S/208V; 6000 WATTS WITH FIELD ADJUSTABLE WATER HCLAV TEMPERATURE SETTINGS. �rr�Ia nrr=l�rr� raiin�r,�el�r iralrrrll�,r�l- fl�=,1r� .s .• • uiI Lli Lu %'� �' � � ••'moi �'' �� / HCSH �` ; SK HCSH 2� C CONNECT TO EXISTING. VIF HCWC - HCLAV HCWC INSTA-HOT CHRONOMITE E-60S/208V; 6000 WATTS WITH FIELD ADJUSTABLE WATER HCLAV TEMPERATURE SETTINGS. �rr�Ia nrr=l�rr� raiin�r,�el�r iralrrrll�,r�l- fl�=,1r� 0 PLUMBING SPECIFICATIONS 1, ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCE. ALL MATERIALS SHALL BE NEW, FREE OF DEFECTS, AND OF AMERICAN MANUFACTURE. ALL REQUIREMENTS AND MATERIALS SHALL BE AS PROVIDED FOR ORIGINAL BUILDING AND AS INDICATED IN THESE DRAWINGS AND SPECIFICATIONS. 2. SANITARY, WASTE, VENT, AND STORM PIPING SHALL BE CENTRIFIGAL CAST IRON BELL AND SPIGOT BELOW GRADE AND NO -HUB SYSTEM WITH STAINLESS STEEL COUPLINGS ABOVE T T A 0 E GRADE MAY BE SCHEDULE 40 GALVANIZED IRON WHERE GRADE EXCEP vF_ S B V ALLOWED BY LOCAL AUTHORITIES DWV PVC MAY BE USED INSTEADOF CAST IRON AND GALVANIZED. 3. CONDENSATE DRAINS ABOVE GROUND SHALL BE INSULATED COPPER TYPE "M" OR DWV BELOW GROUND AS SPECIFIED FOR SANITARY PIPING, 4, POTABLE WATER PIPING BELOW GROUND SHALL BE TYPE "K" SOFT TEMPER AND HOT AND -COLD WATER PIPING ABOVE GROUND SHALL BE TYPE "L' 0R HARD TEMPER C OPPER TUBING WITH WROUGHT COPPER FITTINGS AND SOLDER -FREE JOINTS. POTABLE WATER PIPING SHALL NOT BE INSTALLED BELOW ANY FLOOR ON GRADE OR FILL. TYPE "M" COPPER IS ACCEPTABLE. T PATI WITH 5. PIPE SUPPORTS SHALL BE PROVIDED 0 BE COMPATIBLE PIPING,INSULATION, STRUCTURE, AND COMPENSATE FOR CONTRACTION AND EXPANSION. 6. THE CONTRACTOR SHALL CONNECT TO ALL EQUIPMENT FURNISHED BY THE OWNER. 7, EACH NEW FIXTURE AND EQUIPMENT SUPPLY SHALL BE PROVIDED WITH A SUPPLY STOP OR SHUT-OFF VALVE AS APPLICABLE. 8. WATER HAMMER ARRESTORS SHALL BE PROVIDE AND INSTALLED INSTALLED AS PER PDI -WH 201 & FPC 604.9. WATER HAMMER ARRESTORS MAY BE PROVIDED AT EACH FIXTURE SUPPLY AT CONTRACTOR'S OPTION AND AT NO ADDITIONAL COST TO OWNER, 9. PROVIDE DIELECTRIC FITTINGS IN ALL PIPING SYSTEMS WHERE CONNECTING DISSIMILAR MATERIALS AND PROTECT AGAINST CONTACT OF DISSIMILAR THRU-OUT THE INSTALLATION. 10. INSULATE ALL HOT WATER, CONDENSATE DRAINS, AND WATER COOLER WASTES PROVIDED. 11, INSULATE HOT WATER PIPING WITH 1" ARMAFLEX INSULATION. 12. INSULATE ALL AIR CONDITIONING AND REFRIGERATION CONDENSATE DRAINS IN PLENUM AREAS. FINISH WHERE EXPOSED WITH 2 COATS OF WHITE LATEX PAINT ALL AS PER THE MANUFACTURER'S INSTRUCTIONS. 1 13. ALL HOSE BIBBS AND HOSE CONNECTIONS THIS PROJECT SHALL BE PROVIDED WITH VACUUM BREAKERS. 14. ALL WATER PIPING PROVIDED SHALL BE TESTED AT 100 PSIG MINIMUM HYDROSTATIC PRESSURE FOR A MINIMUM OF 4 HOURS AND SANITIZED AS PER FPC 610.1. 15. ALL SOIL, WASTE, VENT, AND STORM PIPING PROVIDED SHALL BE TESTED WITH A 10 FOOT HEAD OF WATER. WATER LEVEL POINT OR HYDROSTATIC PRESSURE GAUGE, WHERE ALLOWED BY LOCAL- AUTHORITIES, SHALL REMAIN UNCHANGED FOR A MINIMUM OF 4 HOURS. 16. CONTRACTOR SHALL OBTAIN APPROVED MANUFACTURER'S INSTALLATION DRAWINGS FOR ` ALL EQUIPMENT AND CASEWORK AND CASEWORK DIMENSIONED ROUGH -IN LAYOUT PRIOR TO PROCEEDING WITH ANY WORK. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIXTURE, CASEWORK, AND EQUIPMENT ROUGH -IN DIMENSIONS AND CORRECT FLOOR AND WALL PENETRATION. 18. SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND EQUIPMENT TO ARCHITECT FOR APPROVAL PRIOR TO PURCHASE. 19. CONTRACTOR SHALL PROVIDE ALL SYSTEMS INDICATED IN THESE SPECIFICATIONS ON THE DRAWINGS AND AS REQUIRED TO COMPLY WITH LOCAL CODES AND ORDINANCES AS APPLICABLE TO COMPLETING WORK FOR INTENDED OCCUPANCY. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS FOR CONTRACTOR TO PROVIDE A COMPLETE AND OPERATING INSTALLATION INCLUDING ALL OBVIOUSLY NECESSARY ITEMS EVEN THOUGH ITEMS ARE NOT INCLUDED ON THE DRAWINGS OR IN THE SPECIFICATIONS. 20. THE CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID AND COMPLETELY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITICINS BEFORE PRC;: EEDING WITH THE WORK. 21. PROVIDE TEMPORARY POTABLE WATER SERVICE AS REQUIRED ON SITE FOR ALL TRADES. 22. VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. 23. CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMMODATE THE WORK BY THIS CONTRACTOR, AND REPAIR ALL FLOORS, WALLS, ETC. DAMAGED BY SUCH CUTTINGS. ALL WORK DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT TO LANDLORD AND STRUCTURAL REQUIREMENTS, AND FINISH AND QUALITY OF MATERIALS AND WORKMANSHIP REQUIRED OF APPLICABLE TRADES FOR THE BUILDING. 24. PROVIDE AN ACCURATE LAYOUT, GRADES, AND ELEVATIONS; SET SLEEVES AND OPENINGS IN AMPLE TIME; TAKE PROPER PRECAUTIONS TO PROTECT ALL WORK AND C DING EXISTING PLUMBING BRANCH SCHEDULE ITEM DRAINAGE FIXTURE COLD WATER FIXTURE HOT WATER FIXTURE DESCRIPTION SAN. TRAP H.W. C. W. 1/2" UNIT UNIT UNIT B 12 TO 32 26. PROVIDE FIXTURES AND WATER HEATERS AS INDICATED ON DRAWINGS. }� TYPICAL CLEANOUTS DETAIL 1-3/8 SHALL PERFORM AND/OR PAY FOR ALL TESTS INDICATED AND REQUIRED 27, CONTRACTOR/ C PUBLIC FOR ALL SYSTEMS PROVIDED. HANDICAPPED 1-3/8 28. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TAXES D 61 TO 113 HCWC 4 t0 _ WATER CLOSET - FLUSH 4" 29. AT COMPLETION OF WORK REMOVE ALL RUBBISH AND DEBRIS CAUSED BY THIS WORK AND 12-5/8 2-1/8 PRIVATE F 155 TO 330 30. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS VALVE 2-1/8 FOR A PERIOD OF NOT LESS THAN 1 (ONE) YEAR FROM DATE OF ACCEPTANCE. 31. CONTRACTOR TO KEEP ACCURATE AS-BUILTS AND SHALL SUBMIT THREE (3) COPIES TO Ron 6 ARCHITECT/ENGINEER SEVENTY TWO (72) HOURS PRIOR TO FINAL INSPECTION. II NO DEAD ENDS SHALL BE PERMITTED. THE REMOVAL OF PLUMBING FIXTURES SHALL 32. CONTRACTOR TO NOTIFY ARCHITECT/ENGINEER IMMEDIATELY UPON ANY DISCREPANCIES, IF , FOUND. PUBLIC A COMPLY WITH FPC TABLE 604 4 BROWARD COUNTY WATER CLOSET - FLUSH F WC _ 4 10 _ VALVE 4,, I h PRIVATE 37, ALL EXPOSED PIPING UNDER LAVATORIES SHALL BE INSULATED AS PER FPC 404,6,4, 38. ALL VALVES SHALL BE IDENTIFIED AS PER FPC 606.4. s sl 39. H 1BBS ARE TO BE SEPARATELY VALVED AS PER FPC 606.2. ALL OSE B PUBLIC HANDICAPPED 40. ALL PIPING TO BE IDENTIFIED AS PER FPC 608.8. HCWC 4 5 _ WATER CLOSET - FLUSH 4" - - 1 /2" PRIVATE TANK 42. PROVIDE CLEANOUTS AT 75'-0" ON CENTER AND AT ALL TURNS. NOTES 2.2 43. ALL MATERIALS LOCATED IN PLEMUNS TO BE PLEMUN RATED. E PUBLIC - WA L FLUSH WC 4 5 TANK 4 - - „ 1 /2 PRIVATE _ 2.2 HANDICAPPED HCUR 4 5 - URINAL 3" - - 3/4„ URINAL UR 4 5 - 3" _ - 3/4„ PUBLIC PUBLIC HANDICAPPED HCLAV 1 1,5 1.5 LAVATORY 2" 1-1/4" 1/2 " 1/2" PRIVATE PRIVATE WALL MOUNTED 0.5 .- 0.5 PUBLIC PUBLIC L VA Y LAV 1 1.5, 1,5 COUNTERTOP 2" 1-1/4" / 1/2" / 1/2" / PRIVATE PRIVATE 0.5 0,5 PUBLIC PUBLIC HANDICAPPED HCSH 2 3 3 SHOWER 2" 1-1/2" 1/2" 1/2" PRIVATE PRIVATE t i PUBLIC PUBLIC HOWER SH 2 3 3 2" 1-1/2- / 1/2- / 1/2„ PRIVATE PRIVATE t 1 PUBLIC PUBLIC HANDICAPPED HCBT 2 BATHTUB 2" 1-1/2" 1/2" 1/2" PRIVATE PRIVATE 1 1 PUBLIC PUBLIC BATHTUB BT 2 2" 1-1/2" 1/2- 1 /2" PRIVATE PRIVATE 1 BIDET BD 1 1,5 1.5 2" 1-1/4" - 1/2" ELECTRIC L EWC 0.5 0.25 _ BARRIER FREE 2" 1 1/4" - 1/2" HANDICAPPED HI/LO HI/LO DF 1 0.5 - DRINKING FOUNTAIN 2" 1 1/4" - 1/2" HANDICAPPED HCDF 0.5 0.25 _ SINGLE DRINKING FOUNTAIN 2" 1 1/4 - 1/2" PUBLIC PUBLIC I K SK 2 3. 3 PUBLIC = HOTEL, 2„ 1-1 /2' 1 /2' ' 1 /2" PRIVATE PRIVATE RESTAURANT - SINK ONLY) ISHWASHER,IV DW 2* - PRIVATE 2" 1-1 /2" 1/2" _ CLOTHES W HER - WM 2 1 1 PRIVATE 8LBS 3„ 2+ 3/4„ 3/4" CLOTHSWAHR- WM 3 2.25 2.25 PUBLIC, 8LBS 3„ 2" 3/4" 3/4" CLOTHESAH - WM 3 3 3 PUBLIC, 15LBS 3" 2" 3/4" 3/4" LAUNDRY Y LT 2 1 1 2" 1-1/2„ 1/2" 1/2„ JS, JANITOR'S SINK, MOP SINK, MS, OR 2 2.25 2.25 OR SERVICE SINK 2" 1-1 /2" 1/2" 1/2" SS SOME ITEMS MAY NOT BE USED. *WHERE APPLICABLE. HANGER ROD SCHEDULE PIPE SIZE ROD SIZE PIPE SIZE ROD SIZE UP TO 2" 3/8" DIA. 4" THRU 6" 5/8" DIA. 2 1/z" TO 3" 1/2" 6" THRU 12" 7/8" DIA. ,.?Get e.:!e�•'•e�al� "• HEAVY DUTY CONCRETE 0- 0 •• •• e� e� _ STEEL INSERT WITH •- 6•e��••e ' ELONGATED STRAP o. ._�!._a! •_�!•..a. e HANGER ROD INSERT NUT CONCRETE INSERT WEB MEMBERS ONE ANGLE ON EACH WELDS ., CONCRETE JOIST HANGER NUT SIDE OF WEB MEMBERS .• SEE PROJECT P 9• . REST ON TO OF, _ BOTTOM CHORDS STEEL '•_!? PLANS T TRAP 1 � " BEN S z / JOISTS BETWEEN PANEL e E E 3/16" OVER VERT. POINTS. SIZE FOR LOAD LESS OF ANGLES BOTTOM CHORDS HEAVY DUTY CONC. OF STEEL JOIST STEEL JOIST JOIST CLAMP HANGER ROD HANGER ROD LOCKING NUT CONCRETE JOIST SUPPORT NUT STRUCTURAL STEEL HANGER ROD BEAM (SEE PROJECT SUPPORT NUT �- HEAVY DUTY CLEVIS PLANS FOR HANGER SIZE) - HEAVY DUTY CLEVIS VAPOR BARRIER HEAVY DUTY HANGER PIP INSULATION BEAM CLAMP E O 16 GAUGE ZINC .COATED SHEET STEEL SADDLE AT EYE SOCKET LEAST 8" LONG HANGER ROD CLEVIS HANGER CLEVIS HANGER STEEL BEAM SINGLE HORIZONTAL RUNS SINGLE HORIZONTAL RUNS NO VAPOR BARRIER INSULATION WITH VAPOR BARRIER INSULATION IPI]PE SUP]LDO�T DETAIL SCALE: NTS IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE CLEANOUT WITH COUNTERSUNK HEAD FINISH GRADE PROVIDE POURED CONC. MINIMUM 1" BLOCK WHEN C.O. IS NOT IN SIDEWALK OR SLAB p$ $ 'i•°ii yt°.=t $0 4$0 'fKr9soi °; .?°•t1�.1°.fl�a:: u ••o. .oe e° e°i.e° .e° .°••.°••.o• POURED CONC . BLOCK WHEN t- -SAME SIZE AS CLEANOUT IS SEWER - MAX. NOT IN COMBINATION "Y" & SIZE 4" PAVED AREA 1/8" BEND EXTERIOR INTERIOR ELEVATION ELEVATION IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE CLEANOUT WITH COUNTERSUNK HEAD PROVIDE VALVE BOX. WITH COVER LABELED C.O. IN PACED AREA vw aoK yK' epK!' oe 'toet't* 3 \� STAINLESS STEEL COVER SCREWED TO THREADED C.C. PLUG ----SAME SIZE AS FACE OF WALL SEWER - MAX. COMBINATION "Y" & SIZE 4" 1/8" BEND WALL- TYPE JOSAM SIZING CHART DIMENSIONS EQUIPMENT FROM DAMAGE IN LU PDI SYMBOLS FIXT. UNITS A C.O. IN C 25. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCES WITH PAVED AREA 1 TO 11 THE PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE 6-1/2 1-3/8 CODES AND STANDARDS. B 12 TO 32 26. PROVIDE FIXTURES AND WATER HEATERS AS INDICATED ON DRAWINGS. }� TYPICAL CLEANOUTS DETAIL 1-3/8 SHALL PERFORM AND/OR PAY FOR ALL TESTS INDICATED AND REQUIRED 27, CONTRACTOR/ C r FOR ALL SYSTEMS PROVIDED. SCALE: NTS 1-3/8 28. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TAXES D 61 TO 113 REQUIRED TO INSTALL AND COMPLETE SYSTEMS INDICATED ON THE DRAWINGS AND 10-1/8 2-1/8 SPECIFIED HEREIN. E 114 TO 154 29. AT COMPLETION OF WORK REMOVE ALL RUBBISH AND DEBRIS CAUSED BY THIS WORK AND 12-5/8 2-1/8 THOROUGHLY CLEAN ALL RELATED FIXTURES AND EQUIPMENT. F 155 TO 330 30. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS 15-1/8 2-1/8 FOR A PERIOD OF NOT LESS THAN 1 (ONE) YEAR FROM DATE OF ACCEPTANCE. 31. CONTRACTOR TO KEEP ACCURATE AS-BUILTS AND SHALL SUBMIT THREE (3) COPIES TO Ron I ARCHITECT/ENGINEER SEVENTY TWO (72) HOURS PRIOR TO FINAL INSPECTION. II NO DEAD ENDS SHALL BE PERMITTED. THE REMOVAL OF PLUMBING FIXTURES SHALL 32. CONTRACTOR TO NOTIFY ARCHITECT/ENGINEER IMMEDIATELY UPON ANY DISCREPANCIES, IF , FOUND. A COMPLY WITH FPC TABLE 604 4 BROWARD COUNTY COMPLY WITH FPC 704,5. JOSAM SIZING CHART DIMENSIONS TYPE NO. PDI SYMBOLS FIXT. UNITS A B C 75001-S A 1 TO 11 1/2 6-1/2 1-3/8 75002-S B 12 TO 32 3/4 8-3/4 1-3/8 75003-S C 33 TO 60 1 11 1-3/8 75004-S D 61 TO 113 1 10-1/8 2-1/8 75005-S E 114 TO 154 1 12-5/8 2-1/8 75006-S F 155 TO 330 1 15-1/8 2-1/8 �M D E V 33. ALL PLUMBING FIXTURES SH LL , • , • .. i •• • • 34. • • STORAGE SYSTEM, AND. THE INLET PIPE BETWEEN THE STORAGE TANK AND A HEAT TRAP IN A NONRECIRGULATING STORAGE SYSTEM SHALL BE INSULATED TO LEVELS SHOWN IN 1 I THE FEC 504.5 AND FPC 607.2.1.- Ron I uj ), II NO DEAD ENDS SHALL BE PERMITTED. THE REMOVAL OF PLUMBING FIXTURES SHALL I , Ili ui COMPLY WITH FPC 704,5. F f,. 36. ALL EQUIPMENT CONNECT FOR CONSUMPTION TO HAVE BACKFLOW PREVENTER, 33. ALL PLUMBING FIXTURES SH LL , LOCAL TECHNICAL AMENDMENT 34. THE FIRST 8'-0" OF OUTLET PIPING FOR A CONSTANT TEMPERATURE NONRECIRCULATING STORAGE SYSTEM, AND. THE INLET PIPE BETWEEN THE STORAGE TANK AND A HEAT TRAP IN A NONRECIRGULATING STORAGE SYSTEM SHALL BE INSULATED TO LEVELS SHOWN IN 1 I THE FEC 504.5 AND FPC 607.2.1.- I 35. NO DEAD ENDS SHALL BE PERMITTED. THE REMOVAL OF PLUMBING FIXTURES SHALL � COMPLY WITH FPC 704,5. F 36. ALL EQUIPMENT CONNECT FOR CONSUMPTION TO HAVE BACKFLOW PREVENTER, I h 37, ALL EXPOSED PIPING UNDER LAVATORIES SHALL BE INSULATED AS PER FPC 404,6,4, 38. ALL VALVES SHALL BE IDENTIFIED AS PER FPC 606.4. sl 39. H 1BBS ARE TO BE SEPARATELY VALVED AS PER FPC 606.2. ALL OSE B PLUMBING 40. ALL PIPING TO BE IDENTIFIED AS PER FPC 608.8. F I DETAIL 41. ALL INDIRECT WASTE .PIPING TO BE TRAPPED AS PER FPC 802.2. 42. PROVIDE CLEANOUTS AT 75'-0" ON CENTER AND AT ALL TURNS. NOTES 43. ALL MATERIALS LOCATED IN PLEMUNS TO BE PLEMUN RATED. E j