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HomeMy WebLinkAbout1821 WP Ball Blvd (a),_--Ow - POWE:LL STU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 LL PH: (352) 874-2340 • FAX: (877) 680-7183 L L www.powelcom 2600 AA# 26002236236 i © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: SANFORD 6UItDING DIVISION ptANS ARE REVIE�MED Ali SMLL B ACCEPTED FOR PERMIT. A ISSUED w F MEO PERMISSION TO PROCEED WIiH THE wA T Z CANCEL, %,� N W AND NOT AS AUTHORITY TO VIOLATE, en& ANY Of THE PROVISIONS Of THE TECHNICAL ZW OR SET ASIDE PERMIT PREVENT THE / �e NOR SHAH ISSUANCE OF A JAN t P a WS ION FROM THEREAFTER REQUIRING A Q ?013WW 0 gj01N6 01VIS y ,Fjre0 _C ERRORS ON THE PLANS, CONSTRUCj10N CORRECTION Of E f HCODEeAt. OR OTHyQTiONS Wu arceo.ui ■n- asez.E o k r0 ._ W J LL SUITES 200 & 300 AN INTERIOR IMPROVEMENT W rn z C� OCD z 5 �-- PROJECT LOCATIONSANFORD FLORIDA ,;�. � O z Q p � �x safe dinal Cove c,-� ���,: � W � O U)� MO A' a �tG55 ��r:�:55 �L1r L.+95;_ �06 GatewaY oc Smith 20 L TcevPERM1� Z ��aza ca O k Cn N a oD St J0 ONA.I vl Ddld3!i'< C y in W � t F ,� � x" � � + AY `C fi' Seminole to r 91 ' SHE DRAWING INDEX`" Q O �- S Towne V�f�i x, ari Center ,tom 9. tl'� ,„teM SHEET # TITLE � � wx �� Macy's M LL� PROJECT LOCATION ARCHITECTURAL Z A L I VER SHEET SITE ADDRESS:. S1 1" s .a �.gmaw Dr W a� Lois A1.2P OJECT DATA /LEGEND OF SYMBOLS T/ WP Bai10�''a a• 1801 WP BALL BOULEVARD Yon Te n pt is SANFORD, FLORIDA 32771 11101,11`w .r. :; _ -j A3.1 F,1OOR PLAN . _.. ..,�.,... �N?' „ «,✓ ,•, - t "'Pato* ,� +r .. A3.2 LIFE SAFETY PLAN PROFESSIONAL SEAL: di A3.3 REFLECTED CEILING PLAN°°PARCELID: 32-19-30-507-0000-0060 Q. —'-"`(0 A8.1 DOOR & WINDUW SCHEDULES &ELEVATIONS '' - PARCEL ZONING: P -D PLANNED DEVELOPMENT , sss s Eery c3g . , * +► � 91cUL FIRE RATED UCTION DETAILS 'iL ICo � '�•r .. r � � ! L , - _, .-- _h , u i • i i o A9.1 UL FIRE RATED CONSTRUCTION a LEGAL DESCRIPTION o . UCTION DETAILS v _ UL FIRE RATED CONSTRUCTION DETAILS M e�+ ` s o�o►aw4- v 705 PG MARKETPLACE AT SEMINOLE TOWNE CENTER REPEAT PB ,r'� • - ._ _«A,, w .o LVA c• S 35 37 �a mUl .. —� Sandstone Run �oNot -A URN Y� z A0.4 UL FIRE RATED CONSTRUCTION DETAILS (TSN" 51.1 SPECIFICATIONS ' f S 9911,E ter, , r AS 1.2 SPECIFICATIONS SK 4ti� 7� AO .r - ELECTRICAL ' Twin LakesI E-001 ELECTRICAL LEGEND & SYMBOLS PROJECT NO: PSA2013-25 P2 x E-002 ELECTRICAL SPECFTCATIONS VICINITY/ LOCATION MAP SITE MAPS E-102 LIGHTING PLAN REVISIONS: E-103 POWER AND SYSTEMS PLAN NTS NTS E-200 ELECTRICAL ONE -LINE DIAGRAMS PROJECT CONTACTS : nm E-201 PANEL SCHEDULES `ter E-300 ELECTRICAL DETAILS OWNER: ARCHITECT MECHANICAL, ELECTRICAL, BUILDING DEPARTMENT -301 ELECTRICAL DETAILS WRI SEMINOLE II, LLC. POWELL STUDIO ARCHITECTURE, LLC AND PLUMBING CITY OF SANFORD BUILDING DEPARTMEN Reviewed By: M NICAL MARK DATE DESCRIPTION ,u,� M-001 HANICAL LEGEND, NOTES, AND SCHEDULE P.O. BOX 924133 1318 BOWMAN STREET CONSULTING ENGINEERS P.O. BOX 1788 Tim Robles/ M_oo2 MEc IAL HOUSTON, TEXAS 77292-4133 CLERMONT, FL 34711 SANFORD, FLORIDA 32772 vtotelved c SPECFI TIONS ISSUE DATE: AUGUST 26, 2013 CONTACT: PH: (352) 874-2340 TLC ENGINEERING FOR ARCHITECTURE PH: (407) 688-5000 ���i11e �--�� -10o MLxCHA AI, PLA 0_, LA ­ DALE MENNINGER FAX: (877) 680-7183 874 DIXON BOULEVARD �AN�� Sanford Fire Dept. FIRE,PROTECTI � ,% CII �� V PH: (407) 563-1 125 CONTACT: COCOA, FL 32922 Date: -. � � ,/ FP -10 FIREP � ON PLAN F�: COVER SHEET EMAIL: dmenninger@weingarten.com JEFF POWELL, AIA, ARCHITECT PH: (321) 636-0274 Dept - EMAIL: teff@powellstudioarch.com FAX: (321) 639-8986 — U AA# 26002236 �C�'il'/� PLUMBTNG CIFICATIONS - 00 PLUMBI LAN's r Alml 4 w 1 1 2 3 4 5 1 6 GENERAL NOTES LEGEND OF SYMBOLS BUILDING CODE ANALYSIS AND SUMMARY 1. CONSTRUCTION SHALL COMPLY WITH ALL CITY, STATE, AND FEDERAL CODES & ® 8" NOMINAL CONCRETE MASONRY (CMU) WALL �- SURFACE MOUNTED SCONCE / DECORATIVE LIGHT FIXTURE A. OVERALL BUILDING AREA: 8,500 SF. STANDARDS. 2. CONTRACTOR SHALL VISIT THE SITE, INVESTIGATE AND BECOME FAMILIAR INTERIOR FRAME PARTITION (SEE WALL TYPE DETAILS) FIRE ALARM PULL STATION B. RENOVATION AREA (TOTAL : 3,600 SF WITH ALL EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT. ) 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL m ONE HOUR FIRE RATED INTERIOR FRAME PARTITION SUITE 200: 1,800 SF. REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO ANY FURTHER ® TWO HOUR FIRE RATED INTERIOR FRAME PARTITION �I r I� FIRE ALARM HORN AND STROBE LIGHT SUITE 300: 1,800 SF. CONSTRUCTION. C. CONSTRUCTION TYPE: TYPE II-B 4. CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE SPECIFICATIONS ® TWO HOUR FIRE RATED CONCRETE MASONRY (CMU) WALL D V�� FIRE ALARM STROBE LIGHT *FULLY-SPRINKLERED BUILDING* FOR THE PROJECT. D. OCCUPANCY: 5. DIMENSIONS LESS THAN 2'-0" MAY BE SHOWN IN INCHES, I.E. 22" = V-10". EXISTING 8" CONCRETE MASONRY (CMU) WALL a CEILING MOUNTED ACCESS PANEL A 6. ALL ANGLED CONDITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. M -MERCANTILEE. OCCUPANCY LOAD CALCULATION: 7. THE WORD "PROVIDE" MEANS TO FURNISH AND INSTALL COMPLETE, INCLUDING _._ EXISTING INTERIOR FRAME PARTITION M -MERCANTILE: 1 OCC. / 30 GSF CONNECTIONS, UNLESS OTHERWISE SPECIFIED. EXISTING ONE HOUR FIRE RATED INTERIOR FRAME PARTITION ACCESSIBLE HI / LO DRINKING TOTAL OCCUPANT LOADSUITE 200: 1 8. ALL ITEMS OUTSIDE THE PROJECT BOUNDARIES SHALL BE PROTECTED SO AS I I FOUNTAIN WITH CLEAR FLOOR ( ) ,800 SF /30 60 OCCUPANTS TO INSURE THAT THEY WILL REMAIN INTACT DURING CONSTRUCTION. ALL I I AREA SHOWN TOTAL OCCUPANT LOAD (SUITE 300): 1,800 SF /30 60 OCCUPANTS TACTILE WARNING SURFACE ITEMS OUTSIDE THE PROJECT BOUNDARIES WHICH ARE DISTURBED, DAMAGED, I ` IL _ _ _ _ J F. MAXIMUM ALLOWABLE AREA FBC TABLE 503: 12 500 SF F OR SOILED DUE TO THE ACTS OF THE CONTRACTOR OR SUBCONTRACTORS, ( ) / LOOR - 2 STORY SHALL BE CLEANED, REPAIRED OR REPLACED TO THEIR PREVIOUS CONDITION WHEELCHAIR CLEAR TURNING DIAMETER (60") ACTUAL TENANT AREA AS DETERMINED BY THE ARCHITECT. 0 CEILING MOUNTED ACCESS PANEL SUITE 200 = 1,800 SF / SINGLE STORY 9. THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND EGRESS AT ALL TIMES. SITE /PARKING LOT LIGHTING SUITE 300 = 1,800 SF / SINGLE STORY 10. ALL FIRE SPRINKLER HEADS, SMOKE DETECTORS, OR OTHER CEILING G. MAXIMUM ALLOWABLE HEIGHT (FBC TABLE 503): TWO (2) STORIES MOUNTED EQUIPMENT SHALL BE MOUNTED IN THE CENTER OF ACOUSTICAL r_� SITE SIGN /ACCESSIBLE PARKING SPACE CEILING TILES. MAXIMUM EXIT ACCESS TRAVEL DISTANCE ACTUAL BUILDING MAXIMUM HEIGHT - 28'-0" +/- 0 -STORY) WITH POINT OF BEGINNING 11. IT IS THE INTENT OF THESE DRAWINGS AND DOCUMENTS TO PROVIDE ALLL—: # H. NUMBER OF EXITS REQUIRED (FBC TABLE 1019.1): TWO (2) PER SUITE ITEMS REQUIRED FOR COMPLETE SYSTEMS WHETHER SHOWN OR NOT. A DETAIL TARGET CONTRACTOR SHALL PROVIDE ALL ESCUTHEON PLATES, FINISH PLATES, TRIM O FIRE SPRINKI PR HEAD (CENTER ON CEILING TILE) I. NUMBER OF EXITS PROVIDED (PER SUITE): TWO (2 PIECES, ETC. AS REQUIRED TO PROVIDE A COMPLETE AND FINISHED WORK AS DETERMINED BY THE ARCHITECT. # 12. ALL WOOD USED IN CONTACT WITH CONCRETE OR MASONRY SHALL BE BUILDING /WALL SECTION TARGET © OCCUPANCY SENSOR (CEILING MOUNTED) J. MAX. EXIT ACCESS TRAVEL DISTANCE (FBC TABLE 1016.1): 250'-0" TREATED. FASTENERS FOR TREATED WOOD (NAILS, BOLTS, HARDWARE, ETC.) K. MAX. COMMON PATH OF EGRESS TRAVEL (FBC 1014.3) SHALL BE GALVANIZED. ® DRYWALL SOFFIT / BULKHEAD 100'-0" 13. ALL INTERIOR PARTITIONS ARE 5/8" GYPSUM BOARD, TAPED AND PAINT ELEVATION TARGET BASED ON 1ST FINISHED FLOOR AT 100'-0" L. MAX. DEAD END CORRIDOR LENGTH: (NONE PROVIDED) 50'-0" TEXTURED WITH ORANGE PEEL FINISH UNLESS OTHERWISE NOTED. UNLESS NOTED OTHERWISE PRIMARY EGRESS DIRECTION / PATH OF TRAVEL 14. PARTITIONS SHALL BE LOCATED TO ALIGN WITH FURRING ON ALL MASONRY M. FIRE RESISTANCE RATING REQUIREMENTS (FBC TABLE 601 & FBC 705.4) WALL CONDITIONS. LEVEL THRESHOLD TRANSITION 44 EGRESS WIDTH (IN INCHES) PARTY AND FIRE WALLS: 15. THE TERM 'WORK' MEANS THE CONSTRUCTION REQUIRED BY THE CONTRACT 1/4" MAX. VERTICAL W/O EDGE TREATMENT 0 HRSTRUCTURAL FRAME: 0 HR DOCUMENTS, INCLUDING ALL LABOR NECESSARY TO PRODUCE SUCH 1/2" MAX. VERTICAL W/ BEVEL OF 1:2 BEARING WALLS -INTERIOR 0 HR CONSTRUCTION, AND ALL MATERIALS AND EQUIPMENT INCORPORATED OR TO 3z"EGRESS EGRESS DIRECTION / WIDTH / BEARING WALLS - EXTERIOR 0 HR B BE INCORPORATED THEREIN. ( UNIVERSAL SYMBOL OF ACCESSIBILITY 160 32"EGRUPANTS OCCUPANT LOAD CALCULATION NONBEARING WALLS &PARTITIONS (INTERIOR) 0 HR 16. ALL WORK MENTIONED OR INDICATED IN THE CONTRACT DOCUMENTS SHALL NONBEARING WALLS & PARTITIONS (EXTERIOR) 0 HR BE PERFORMED BY THE CONTRACTOR AS PART OF THIS CONTRACT UNLESS IT W H WATER HEATER FLOOR CONSTRUCTION 0 HR IS SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS THAT SUCH WORK 1 DRAWING REVISION TAG SYMBOL AND ROOF CONSTRUCTION IS TO BE DONE BY OTHERS. SHOULD THE DRAWINGS OR THE SPECIFICATIONS REVISION CLOUD 0 HR DISAGREE IN THEMSELVES OR WITH EACH OTHER, THE CONTRACTOR SHALL ® ROOM NUMBER TAG PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK UNLESS OTHERWISE DIRECTED BY WRITTEN ADDENDUM TO THE CONTRACT. Q 17. IN THE EVENT OF ANY CONFLICT AMONG THE CONTRACT DOCUMENTS, THE DOOR NUMBER TAG DOCUMENTS SHALL BE CONSTRUED ACCORDING TO THE FOLLOWING PRIORITES: —� INTERIOR WALL TYPE TAG HIGHEST PRIORITY: MODIFICATIONS SECOND PRIORITY: AGREEMENT 400 INTERIOR ELEVATION TARGET THIRD PRIORITY: ADDENDA - LATER DATE TO TAKE PRECEDENCE O WINDOW TYPE ELEVATION TAG FOURTH PRIORITY: SUPPLEMENTARY GENERAL OFE. SURFACED MOUNTED FIRE EXTINGUISHER CONDITIONS FIFTH PRIORITY: GENERAL CONDITIONS ® SIXTH PRIORITY: SPECIFICATIONS FIRE EXTINGUISHER IN RECESSED CABINET SEVENTH PRIORITY: DRAWINGS lEk EMERGENCY LIGHT 18. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL REFER TO ALL OF THE DRAWINGS, INCLUDING THOSE SHOWING PRIMARILY THE WORK OF THE DUAL EMERGENCY / EXIT COMBINATION LIGHT MECHANICAL, ELECTRICAL, AND OTHER SPECIALIZED TRADES, AND TO ALL OF ® CEILING MOUNTED EXIT LIGHT GENERAL "PLAN" DIMENSIONAL CONVENTIONS APPLICABLE CODES AND STANDARDS THE SECTIONS OF THE SPECIFICATIONS, AND SHALL PERFORM ALL WORK REASONABLY INFERABLE THEREFROM AS BEING NECESSARY TO PRODUCE THE ® CEILING MOUNTED EXIT LIGHT WITH DIRECTIONAL ARROW FBC 2010 FLORIDA BUILDING CODE, 2010 EDITION INDICATED RESULTS.\ ALL PLAN DIMENSIONS SHOWN ARE BASED ON NOMINAL STUD AND FPC 2010 FLORIDA PLUMBING CODE, 2010 EDITION 19. THE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS CMU WALL DIMENSIONS AND ARE SUBJECT TO FIELD ADJUSTMENT WALL MOUNTED EXIT LIGHT FOR ACTUAL MATERIALS. PLAN DIMENSIONS HAVE AGRAPHIC FMC 2010 FLORIDA MECHANICAL CODE, 2010 EDITION C ARE DIAGRAMMATIC ONLY, AND ARE NOT INTENDED TO SHOW THE ALIGNMENT, TOLERANCE OF +1/2". MINIMUM CLEAR AND ALL CORRIDOR PHYSICAL LOCATIONS OR CONFIGURATIONS OF SUCH WORK UNLESS NOTED ® CEILING MOUNTED EXHAUST FAN DIMENSIONS ARE NOT TO BE REDUCED. COORDINATE ALL FBC 2010 FLORIDA ENERGY CONSERVATION CODE, 2010 EDITION EQUIPMENT DIMENSIONS WITH THE MANUFACTURER, OWNER, OR OTHERWISE. WORK SHALL BE INSTALLED WITHOUT ADDITIONAL COST TO THE OWNER'S REPRESENTATIVE. FBC 2010 FLORIDA ACCESSIBILITY CODE, 2010 EDITION OWNER TO CLEAR ALL OBSTRUCTIONS, PERMIT PROPER CLEARANCES FOR THE WORK OF OTHER TRADES, ADN PRESENT AND ORDERLY APPEARANCE RECESSED HVAC SUPPLY DIFFUSER NEC 2008 NATIONAL ELECTRIC CODE, INCLUDING ART. 517 WHERE EXPOSED. W FFPC 2010 FLORIDA FIRE PREVENTION CODE, 2010 EDITION ~ - NFPA-70-2008 NATIONAL ELECTRICAL CODE a 20. WHERE THE WORK IS TO FIT WITH EXISTING CONDITIONS OR WORK TO BE o °Q INTERIOR WALL PERFORMED BY OTHERS, THE CONTRACTOR SHALL FULLY AND COMPLETELY RECESSED HVAC RETURN DIFFUSER z o � DIMENSIONS ARE JOIN THE WORK WITH SUCH CONDITIONS OR WORK, UNLESS OTHERWISE zz zz � FROM CENTER INTERIOR LINE TO CENTER DIMENSION SPECIFIED. z o LINE WHEN SHOWN BEGIN FROM THE 21. IN ALL CASES IN WHICH A MANUFACTURER'S NAME, TRADE NAME OR OTHER § o DIMENSIONED INSIDE FACE PROPRIETARY DESIGNATION IS USED IN CONECTION WITH MATERIALS OR 24" X 48" RECESSED FLUORESCENT LIGHT FIXTURE a o w TO THE CENTER OF CMU ACCESSIBILITY SIGNAGE DETAILS Q IT 6" MINIMUM ARTICLES TO BE FURNISHED UNDER THIS CONTRACT, WHETHER OR NOT THE IF DOOR IS SHOWN -__ _..PHRASE'OR EQUAL'IS USED AFTER SUCH NAME, THE CONTRACTOR SHALL ADJUST TO GRAPHICALLY ADJU�1 BE EQUAL CENTERED BE EQUAL I 6" MINIMUM FURNISH THE PRODUCT OF THE NAMED MANUFACTURER(S) WITHOUT 24" X 24" RECESSED FLUORESCENT LIGHT FIXTURE DIVIDE THE WALL - ' -7 SUBSTITUTION, UNLESS WRITTEN REQUEST FOR SUCH SUBSTITUTION HAS SPACE ON THE TWO 6" MINIMUMSIDES EQUALLY f(5. BEEN SUBMITTED BY THE CONTRACTOR AND APPROVED IN WRITING BY THE 6"MINIMUM ARCHITECT. clq��j--- 24" X 24" RECESSED FLUORESCENT LIGHT FIXTURE W/ MEN WOMEN RESTROOM 22. WHERE NO EXPLICIT QUALITY OR STANDARDS FOR MATERIALS OR EMERGENCY POWER /BATTERY BACKUP WORKMANSHIP ARE ESTABLISHED FOR WORK, SUCH WORK IS TO BE OF GOOD j --- QUALITY FOR THE INTENDED USE AND CONSISTENT WITH THE QUALITY OF THE `__ TOILET ROOM WALL MOUNTED SIGN UNIVERSAL SYMBOL OF ACCESSIBILITY SURROUNDING WORK AND THE CONSTRUCTION OF THE PROJECT GENERALLY.ACCESSIBILITY SIGNAGE NOTES: 24" X 24" RECESSED FLUORESCENT LIGHT FIXTURE W/ 23. THE ARCHITECT AND/OR ENGINEER OF THIS CONTRACT SET OF DOCUMENTS EMERGENCY POWER / BATTERY BACKUP MIN OF 2" GYP TO SHOW CHARACTER PROPORTION: BETWEEN DOOR FRAME LETTERS AND NUMBERS ON SIGNS SHALL HAVE AWIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND WILL NOT ACCEPT RESPONSIBLITY AS TO ANY UNAUTHORIZED CHANGES OR AND WALL A STROKE-WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10. DEVIATIONS TO THIS PROJECT THAT DIFFER FROM -THE PLANS AND RECESSED CAN LIGHT FIXTURE WITH EMERGENCY POWER / 18" MIN CLEAR RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS (PICTOGRAMS): OF ANY CABINET 18" MIN CLEAR SPECIFICATIONS WITHOUT FINAL WRITTEN APPROVAL FROM THE ARCHITECT LETTERS AND NUMERIC SHALL BE RAISED 1/32 IN., UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE � BATTERY BACKUP �\ /� AND SHALL BE ACCOMPANIED WITH GRADE BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" OR ENGINEER, AS TO SUCH ACTION. O RECESSED CAN LIGHT FIXTURE (16 MM) HIGH, BUT NO HIGHER THAN 2 IN. (50 MM). PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER D DIMENSION OF THE PICTOGRAM SHALL BE 6 IN. (152 MM) MINIMUM OF HEIGHT. ABBREVIATIONS FINISH AND CONTRAST: THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND OR DARK A.B. ANCHOR BOLT CT CERAMIC TILEGALV. GALVANIZED REQ'D REQUIRED 12" MIN CLEAR ON PUSH SIDE CHARACTERS ON A LIGHT BACKGROUND. ABV. ABOVE DIA. DIAMETER G.C. GENERAL CONTRACTOR RND ROUND A/C AIR-CONDITIONER DISP. DISPOSAL GFI GROUND FAULT INTERRUPTER S.F. SQUARE FOOT (FEET) MOUNTING LOCATION AND HEIGHT: a ADJ. ADJUSTABLE E.W. EACH WAY HGT HEIGHT SHT SHEET UNLESS A DOOR'S LOCATION IS DIMENSIONED OR WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE A.F.F. ABOVE FINISHED FLOOR ELEC, ELECTRICAL LAID OUT SPECIFICALLY, SUCH AS SHOWN CENTERED, INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL MFGR MANUFACTURER SQ. SQUARE SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE A.H.U. AIR HANDLER UNIT ELEV. ELEVATION TYPICAL DOOR LOCATION IN A WALL SHALL IT PLACED ON THE NEAREST, ADJACENT WALL. MOUNTING LOCATION OF SUCH SIGNAGE SHALL BE SO MIN. MINIMUM TEMP.A. TEMPERED PLACED TO MEET THE FLORIDA ACCESSIBILITY CODE THAT A PERSON MAY APPROACH WITHIN 3 IN. (76 MM) OF SIGNAGE WITHOUT ENCOUNTERING BM. BEAM EXT. EXTERIOR MIR. MIRROR TYP. TYPICAL FIRST + AND THE ABOVE REQUIREMENTS SECOND. PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. MOUNTING HEIGHT SHALL BE BOT. BOTTOM FBC FLORIDA BUILDING CODE N.T.S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE 60 IN. (1525 MM) ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. CLG. CEILING FIN. FLR. FINISHED FLOOR OPN'G OPENING VERT. VERTICAL CJ CONTROL JOINT F.G. FIXED GLASS PED. PEDESTAL VTR VENT THROUGH ROOF SYMBOLS OF ACCESSIBILITY: FACILITIES AND ELEMENTS REQUIRED TO BE IDENTIFIED AS ACCESSIBLE BY SECTION 4.1 OF THE COL. COLUMN FLR. FLOOR PSF POUNDS PER SQUARE FOOT W/ WITH A.D.A.A.G SHALL USE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. COMP. A/C COMPRESSOR FT. FOOT/FEET RAD RADIUS W/C WATER CLOSET FX FIXED WP WATER PROOF RUN I'M 3 6 M. 6 C A 2 ENLARGED HCRR 3.1 SCALE: 1/2" = 1'-0" FLOOR PLAN KEYNOTES: KEYNOTE REMARKS F1 EXISTING 4" DIA. EMPTY ELEC. PANEL, COORD. WITH ELEC. DWGS. F2 EXISTING 2" DIA. EMPTY CONDUIT TELEPHONE, COORD. WITH ELEC. DWGS. ❑3 NEW ELEC. PANEL, COORD. WITH ELEC. DWGS. ® NEW TELEPHONE BOARD, COORD. WITH ELEC. DWGS. E5 EXISTING 1 HOUR FIRE RATED PARTITION O NEW 1 HOUR FIRE RATED PARTITION (U.L. 419) R7 ROOF ACCESS LADDER TO ROOF HATCH. ® ELECTRICAL HOUSE PANEL (SEE ELECTRICAL DRAWINGS) �9 FIRE RISER FOR FULLY AUTOMATED FIRE SPRINKLER SYSTEM. �? C A 2 ENLARGED HCRR 3.1 SCALE: 1/2" = 1'-0" POW ELL 5TU010 (t (L ARCHITECTURE I INTERIOR DESIGN BD. PRIMED www.powellstudioarch.com AA# 26002236 18" 36" GRAB 15" AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS AND DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO MAX. - BAR MAX. CONSULTANT: OWNER / PROJECT: �? 2X6 WALL BACKING FOR ALL GRAB BARS (TYP.) F- �. z w 42" S.S. N Q 2 GRAB BAR 36" S.S. GRAB BAR j WW cu o / UU�� 12" MIN. F-11 — — — — — — — — — — w U 0 Z '� � O O O . .� WLLJ 0 _j LL .._. _ MAX. O Of.. � YL� w > IJ QWz�W Q XQ � W 2 � J Z cu o C w ZASE 15" MAX. LL m 18" MAX. SCHEDULED I O WamU) PROFESSIONAL SEAL: J tt C.'.7 PROJECT NO: PSA2013-25 P2 s u- REVISIONS: M. Z � TOIL P. :��DISP NSER O i I I \ NEW HI -LO ACCESSIBLE —-42GRAB r I DRINKING 6 Ah I FOUNTAINS MARK I I I 1 L w F ISSUE DATE: AUGUST 26, 2013 OF -0" + 2'-6" T ----------� 4--0- All MIN. CLER 5'-0" L ANN WAN I/ R C A 2 ENLARGED HCRR 3.1 SCALE: 1/2" = 1'-0" GYPSUM BD. PRIME ZYPSUM BD. PRIMED AND READY FOR PAINT AND READY FOR PAINT RROR 54" MIN. F-GFI DUPLEX RECEPTACLE 2X6 WALL BACKING AT 42" AFF 2" S.S. GRAB BAR o TO BTM. p 2X6 WALL BACKING 12" MAX. 36" S.S. GRAB BAR Z O M � BASE AS BASE AS M Z SCHEDULED SCHEDULED i 3 HCRR INTERIOR ELEVATIONS 3.1 SCALE: 1/2" = 1'-0" z O 0 w z Lu U O ZYPSUM BD. PRIMED AND READY FOR PAINT ADA SIGNAGE Its BASE AS SCHEDULED • HCRR FIRE RISER/ HCRR 201 N ELEC RM „�,. 500 (NO WORK) 20'-4" 11,-4„ 20'-4" 1 FLOOR PLAN 3.1 SCALE: 1/4" = 1'-0" 3 LEASE LINE DIMENSION SUITE 200 4 NORTH ol 5 LEASE LINE DIMENSION SUITE 300 M POW ELL 5TU010 A R C H I T E C T U R MIRROR ZYPSUM ARCHITECTURE I INTERIOR DESIGN BD. PRIMED www.powellstudioarch.com AA# 26002236 AND READY FOR PAINT • COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS AND DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: �? 2X6 WALL BACKING FOR ALL GRAB BARS (TYP.) F- �. z w 42" S.S. N Q 2 GRAB BAR 36" S.S. GRAB BAR j WW cu o / UU�� 12" MIN. F-11 I / w — w U 0 Z '� � APER HOLD R . .� WLLJ 0 _j LL W m z O d O Of.. � YL� w > IJ QWz�W Q XQ � W 2 � J Z cu o C w ZASE 15" MAX. LL m 18" MAX. SCHEDULED I O GYPSUM BD. PRIME ZYPSUM BD. PRIMED AND READY FOR PAINT AND READY FOR PAINT RROR 54" MIN. F-GFI DUPLEX RECEPTACLE 2X6 WALL BACKING AT 42" AFF 2" S.S. GRAB BAR o TO BTM. p 2X6 WALL BACKING 12" MAX. 36" S.S. GRAB BAR Z O M � BASE AS BASE AS M Z SCHEDULED SCHEDULED i 3 HCRR INTERIOR ELEVATIONS 3.1 SCALE: 1/2" = 1'-0" z O 0 w z Lu U O ZYPSUM BD. PRIMED AND READY FOR PAINT ADA SIGNAGE Its BASE AS SCHEDULED • HCRR FIRE RISER/ HCRR 201 N ELEC RM „�,. 500 (NO WORK) 20'-4" 11,-4„ 20'-4" 1 FLOOR PLAN 3.1 SCALE: 1/4" = 1'-0" 3 LEASE LINE DIMENSION SUITE 200 4 NORTH ol 5 LEASE LINE DIMENSION SUITE 300 M POW ELL 5TU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352)874-2340 ■ FAX: (877)680-7183 www.powellstudioarch.com AA# 26002236 • COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS AND DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0� LLJ F- �. z w N Q 2 Z w WW cu o UU�� w 0)rQ 0 Z '� � 0 . .� WLLJ 0 _j LL W m z O d Q Of.. � 0 � Z Q IJ QWz�W Q -5 M W IJ 0 Z cu o Wz ON `uf'z = ui O Q : W C/) , WamU) PROFESSIONAL SEAL: M O N tt C.'.7 PROJECT NO: PSA2013-25 P2 REVISIONS: r MARK I DATE DESCRIPTION w F ISSUE DATE: AUGUST 26, 2013 }t 1 FLOOR PLAN All ISSUE DATE: AUGUST 26, 2013 LIFE SAFETY PLAN A3.2 POWELL STUD10 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudioarch.com AA# 26002236 • COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH T HE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0� W �- I- z w N Q � Z 4) W Lu LLJ co o UU a -CL <Lu 1 0' W a Z 0 cl c x • O ILL LLJco 0 z d coIJ Cf � 0 Q LLJ Z Q - o M `n � 0cuod o W wz o�= p W QCL WU) Z_lof , Cn LU PROFESSIONAL SEAL: 0 N Q PROJECT NO: PSA2013-25 P2 `) a REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: AUGUST 26, 2013 LIFE SAFETY PLAN A3.2 A P. 01 REFLECTED CEILING PLAN GENERAL NOTES: 1. G.C. SHALL HIRE A LICENSED FIRE SPRINKLER CONTRACTOR TO MODIFY THE EXISTING HYDRAULIC SPRINKLER SYSTEM WITHIN THE SUITE. ALL EXISTING SPRINKLER HEADS SHALL BE TURNED DOWN AND CENTERED WITHIN CEILING TILES. 2. SEE DIMENSIONED FLOOR PLAN FOR INTERIOR DIMENSIONS AS WELL AS DIMENSIONAL TOLERANCES. 3. ALL ITEMS INSTALLED WITHIN CEILING TILES SHALL BE CENTERED WITHIN THE TILE THE ITEM IS INSTALLED, INCLUDING BUT NOT LIMITED TO, INCANDESCENT LIGHTING, SMOKE DETECTORS, MOTION SENSORS, ETC. REFLECTED CEILING PLAN KEY: 10 24" X 48" ACOUSTICAL TILE CEILING @ 9'-6" A.F.F. 20 DRYWALL CEILING @ 9'-0" A.F.F. 2 4 1 5 REFLECTED CEILI 3.3 SCALE: 1/4" = 1'-0" >. ., ... .: . ... .... k �..:... ... ....vi 3 NG PLAN FI HCRR 201 NORTH 0 FIRE RISER / ELEC RM 500 (NO WORK) HCRR 301 5 2 ,'mommom PO W OL.L STU010 A R C H IT E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powelistudioarch.com AA# 26002236 • COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0� LLJ �- Z I— w N Q � Z a) w W W co o V U CL Qw� a Z c: ° �1 Wo L Lu00 z O d c� z o Jcry L.L� LLJ Z o Q w W Jv � O L Z cu o W W Z Q_ N w Lu U) O 'cn'- U) PROFESSIONAL SEAL: M r O C O M G C-0 Q PROJECT NO: PSA2013-25 P2 REVISIONS: MARK I DATE DESCRIPTION ISSUE DATE: AUGUST 26, 2013 REFLECTED CEILING PLAN A3.3 1 EXISTING ROOF SYSTEM - GYPSUM BOARD TO DECK, TO PROVIDE A RATED ENCLOSURE A SYSTEM (BOTH SIDES) G] C ACOUSTICAL CEILING TILE AND SUSPENDED GRID OR DRYWALL CEILING (SEE PLAN) NG STEEL BEAM 2 EXISTING ROOF SYSTEM - STUD CONTINUOUS TO STRUCTURE @ 4'-0" O.C. OR DIAGONALLY EXISTING METAL JOIST BRACED @ 6-0" O.C. MIN. METAL TRACK SECURED WITH 3/16" DIA. X 1-3/4" TAPCONS AT 32" O.C. Cm] 5/8" TYPE 'X' GYPSUM WALL BOARD (BOTH SIDES) ETAL STUDS @ 24" O.C. ACOUSTICAL BATT INSULATION NOTE: REFER TO FLOOR PLAN FOR PARTICULAR WALL RATING DESIGNATIONS. STEEL BEAM G METAL JOIST 3 EXISTING ROOF SYSTEM - MIN. R-10 EXISTING METAL JOIST ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE AND SUSPENDED GRID OR DRYWALL AND SUSPENDED GRID CEILING (SEE PLAN) 5/8" TYPE 'X' GYPSUM WALL BOARD (BOTH SIDES) METAL STUDS @ 24" O.C. TO 6" ABOVE CEILING STICAL BATT INSULATION METAL TRACK SECURED TO FLOOR WITH 3/16 DIA. X 1-3/4" TAPCONS OR POWER ACTUATED FASTENERS@ 32" O.C. METAL TRACK SECURED TO FLOOR WITH 3/16 DIA. X 1-3/4" TAPCONS ASE AS SCHEDULED ON OR POWER ACTUATED FASTENERS@ 32" O.C. `y SCALE: 3/4" = 1'-0" TABLE NO. 1 MINIMUM SIZE OF THE BRACING MEMBER FOR CEILING WALL HEIGHT MAXIMUM SPACING OF THE BRACE 6'-0" 8'-0" UP TO 10' 12 GA WIRE 12 GA WIRE 12' 10 GA WIRE 10 GA WIRE * 14' 10 GA WIRE 25 GA STUD 16' 10 GA WIRE 25 GA STUD SECURE TO STRUCTURAL COMPONENT ABOVE HANGER WIRE SPLAY BRACE WIRE CROSS RUNNER LAY -IN OR G.W.B. CEILING HANGER WIRE ALLOW. TENSION 12 GAUGE 170# 11 GAUGE 225# 10 GAUGE 300# LATERAL FORCE BRACING NOT TO EXCEED 12'-0" O.C. IN EITHER DIRECTION WITH THE FIRST POINT WITHIN 4' FROM EACH WALL. CONTINUE HORIZONTAL STRUT TO PREVENT SPREADING OF RUNNERS. LOCKING CLIP TO FASTEN CROSS RUNNER TO MAIN RUNNER. CEILING SYSTEM HANGER WIRES AND BRACE WIRES MUST CONNECT TO STRUCTURAL COMPONENTS ONLY: STEEL JOIST AND GIRDER BOTTOM CHORDS, OR BEAM AND CHANNEL BOTTOM FLANGES SUPPORT AND BRACING WIRES ARE NOT ALLOWED TO BE CONNECTED TO: PIPING OR CONDUITS, JOIST BRACING, ROOF DECK, HVAC DUCTWORK. CEILING TILE 3 SUPPORT DETAIL 8' 1 NTS B1 USING 3-5/8" STD. B2 USING 6" STD. EXISTING SYSTEM ROOF INSUL. METAL DECK 1/2" GYPSUM WALL BOARD OVER 3/4" RIGID INSULATION INSTALLED OVER 1X2 PT WD FURRING STRIPS EXISTING 8" CMU (EXTERIOR BUILDING \, INTERIOR MASTIC AT EDGES OF ROOFING FELT SET LEAD FLANGE IN MASTIC STRIP IN WITH 2-PLYS OF FELT 2-NENT STACK DETAIL 8.1 SCALE: 1-1/2" = 1'-0" 1" 90' ELL -1" 90' HI BRANCH LINE lx\ REDUCER CEILING SPRINKLER HEAD RETURN BEND DETAIL USING 3/4" PT WOOD FURRING WITH 3/4" RIGID INSULATION INSTALLED BETWEEN STRIPS SEE MECHANICAL FLOOR PLAN FOR NECK DIAM, METAL BAR JOIST BUILDING\ EXTERIOR. n 5 ■ D ROOM FINISH SCHEDULE DOOR SCHEDULE FLOOR BASE WALLS CEILING REMARKS NO. DOOR FRAME TYPE FIRE RATING HARDWARE REMARKS 200A (EXIST'G) 3'-0" x 7'-0" x 1-3/4"" AL M2 N/A LU J EXISTING ALUMINUM STOREFRONT DOORS 200B (EXIST'G) 3'-0" x 7'-0" x 1-3/4"" HM M3 w EXISTING REAR EXIT DOOR 201 3'-0" x 6'-8" x 1-3/4" HM W1 w 0) W A NEW SOLID CORE WOOD DOOR 300A (EXIST'G) T-0" x 7'-0" x 1-3/4"" AL M2 u - N/A EXISTING ALUMINUM STOREFRONT DOORS 300B (EXIST'G) 3'-0" x 7'-0" x 1-3/4"" HM M3 co W "V" N 06 EXISTING REAR EXIT DOOR 301 3'-0" x 6'-8" x 1-3/4" HM W1 A NEW SOLID CORE WOOD DOOR HARDWARE SET A 3.0 PR BUTTS 4-1/2 X 4-1/2 - BB1279-26D 1.0 PRIVACY LATCHSET - M05402LN-26D X 497 1.0 DOOR CLOSER - 3501-689 X SNB 1.0 WALL STOP - 409-32D 3.0 SILENCERS Z (� Lu ROOM FINISH SCHEDULE RM. NUM. ROOM NAME FLOOR BASE WALLS CEILING REMARKS www. powellstudioorch.com AAN 26002236 • COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON W J_ IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: ry LU J W � z w QN Z 4) w LIJ LIJ cu o UV< �� w 0) W Q zC 0� w •— w O J u - W3: oo z 0 co z �..-. Q o U- z 0 z k U O < co W "V" N 06 0 C) ZC� o W - ui Z U z w UJ Z (� Lu a 2 W c+7 o lV L1J U 2 c.� "CC E PROJECT NO: PSA2013-25 P2 REVISIONS: F- J I- LLj ~O MARK 2 w DESCRIPTION U ISSUE DATE: AUGUST 26, 2013 r I DOOR SCHEDULE & w Lu A8.1 U)l— U) __o 0 CL _j Lu o z co o C-) a z w o J ° X c) z W 200 SUITE 200 - MAIN SPACE ALL GYPSUM TO BE PRIMED & READY FOR PAINT 201 HCRR 0 ALL GYPSUM TO BE PRIMED & READY FOR PAINT 1 300 SUITE 300 - MAIN SPACE 0 0 0 ALL GYPSUM TO BE PRIMED & READY FOR PAINT 301 HCRR 0 ALL GYPSUM TO BE PRIMED & READY FOR PAINT SCHEDULE NOTES: NOTE 1: VERIFY ALL MATERIALS AND FINISHES WITH OWNER FINISH NOTES: 1) THE FLAME SPREAD RATING OF THE FOLLOWING MATERIALS DESIGNATIONS IS AS FOLLOWS: A) FLOORING: VINYL TILE & VINYL BASE: TO BE MIN. CRITICAL RADIANT FLUX OF 0.22 W/ cm2 WITH A CLASS II MATERIAL STD. AS CLASSIFIED IN ACCORDANCE WITH N.F.P.A. 253. MANUFACTURER TO PROVIDE NECESSARY TEST REPORT ON VINYL TILE & APPLIED ADHESIVES TO THE BUILDING OFFICIAL UPON REQUEST. CLASS 'B' CORRIDORS & EXIT LOCATIONS: CLASS 'B' AREAS OTHER THAN EXITS: FLAME SPREAD: 26 - 75 SMOKE DEVELOPMENT: 0 - 450 B) WALL FINISH & WALL BOARD: TO BE 5/8" GYPSUM BOARD EACH SIDE OF METAL STUDS IN ALL SPACES NOTED ON PLAN. WALL PAINT MANUFACTURER TO PROVIDE NECESSARY TEST REPORT ON PAINT COMPOUND MIXTURE & FLAME SPREAD RATING TO THE BUILDING OFFICIAL UPON REQUEST. CLASS 'B' CORRIDORS & EXIT LOCATIONS: CLASS 'B' AREAS OTHER THAN EXITS: FLAME SPREAD: 26 - 75 SMOKE DEVELOPMENT: 0-450 EXHAUST FAN ROOF CAP - BROAN 611 OR EQUAL ET FLANGE IN ROOF CEMENT - PRIME FLANGE BEFORE STRIPPING ULTIPLE-PLY MEMBRANE STRIPPING PLIES ULTIPLE-PLY BUILT-UP ROOFING MEMBRANE IGID INSULATION ROOF DECKING 5 EXHAUST FAN ROO EXHAUST DUCT (SEE PLAN FOR SIZE) F CAP DETAIL W1 SOLID CORE WOOD AS SCHED. M2 ALUMINUM / GLASS STOREFRONT DOOR DOOR V c I AS SCHED. DOOR &FRAME TYPES M3 HOLLOW METAL STEEL DOOR DOS cl) DOOR -SEE I I FORAND LE TY EZE HM HOLLOW METAL FRAME 0 Lu O z Lu W 3 8W x J 0 LL Lu xN Z J LL z >� OD w� ao oz 2Oz ;to POWEL.L STUDIO A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www. powellstudioorch.com AAN 26002236 • COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: ry W � z w QN Z 4) w LIJ LIJ cu o UV< �� w 0) W Q zC 0� w •— w O J u - W3: oo z 0 co z �..-. Q o U- p J� oQ UJ Z z k U O < co W "V" N 06 0 C) ZC� o W - ui Z w UJ Z (� Lu a PROFESSIONAL SEAL: c+7 o lV O M c.� "CC E PROJECT NO: PSA2013-25 P2 REVISIONS: MARK I DATE DESCRIPTION ISSUE DATE: AUGUST 26, 2013 r I DOOR SCHEDULE & DETAILS A8.1 A B C 2 3/3/2011 BXUV.U419 - Fire Resistance Ratings - ANS.,, BXUV.U419 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. ■ Authorities Having Jurisdiction should be consulted before construction, • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information foreach product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings- ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. U419 August 14, 2010 Nonbearing Wall Ratings - 1, 2, 3 or 4 Hr (See Items 4 & 5) 1. Floor and Ceiling Runners - (Not shown) - For use with Item 2 - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 1A. Framing Members* - Floor and Ceiling Runners - Not shown - In lieu of Item 1 - For use with Item 2A, proprietary channel shaped, min. 3-5/8 In. deep, fabricated from min. 0,015 In. (min bare metal thickness) galvanized steel, attached to floorand ceiling with fasteners 24 in. OC max. Effective thickness is 0.034 in. CLARKWESTERN BUILDING SYSTEMS INC - UltraSTEEL@ DIETRICH INDUSTRIES INC - Ultra STEEL. 1B. Framing Members* - Floor and Coiling Runners - (Not shown - In lieu of Item 1) - For use with Item 2A, proprietary channel shaped, min. 2-1/2 in. deep, fabricated from min. 0,015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling fasteners 24 in. OC, max, Effective thickness is 0.034 in, CLARKWESTERN BUILDING SYSTEMS INC - UltraSTEEL@ DIETRICH INDUSTRIES INC - Ultra STEEL& database.ul.com/cgi-bin/ ... /showpage.htm I... 3/3/2011 BXUV.U419 - Fire Resistance Ratings - ANS... 1C. Framing Members* - Floor and Ceiling Runner - Not shown - In lieu of Item 1 - For use with Item 2C, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO - ViperTrackT" CRA CO MFG INC - SmartTrackT" MARINO/WARE, DIV OF WARE INDUSTRIES INC - Viper25T" Track 1D. Framing Members* - Fborand Ceiling Runner - Not shown - In lieu of Item 1 - For use with Item 2D, proprietary channel shaped runners, 1-1/4 in, wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. MARINO/WARE, DIV OF WARE INDUSTRIES INC - Viper205T" Track, Viper20DT" Track 1E. Framing Members*- Floor and Ceiling Runners - (Not shown) - In lieu of Item 1 Channel shaped, attached to floor and ceiling with fasteners 24 in, OC. max. ALLSTEEL& GYPSUM PRODUCTS INC - Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV - Type SUPREME Fram Ing System QUAIL RUN BUILDING MATERIALS INC - Type SUPREME Framing System SCAFCOSTEELSTUD MANUFACTURING CO - Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC - Type SUPREME Framing System UNITED METAL PRODUCTS INC - Type SU PREME Fram Ing System 1F. Floor and Ceiling Runners - (Not shown) -For use with Item 26- Channel shaped, fabricated from m in 20 MSG corrosion -protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1G. Framing Members*- Floor and Ceiling Runners - (Not shown, As an alternate to Item 1) - For use with Item 2F and 5F or 5G only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floorand ceiling with fasteners 24 in. OC. max. CLARKWESTERN BUILDING SYSTEMS INC - CW ProTRAK DIETRICH INDUSTRIES INC - DIETRICH ProTRAK D I DMFCWBS L L C- ProTRAK TELLING INDUSTRIES L LC - TRUE-TRACKT" 3 I 4 5 3/3/2011 BXUV.U419 - Fire Resistance Ratings - ANS... 3/3/2011 BXUV.U419 - Fire Resistance Ratings - ANS... SUPER STUD BUILDING PRODUCTS - The Edge No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4) UNITED STATES GYPSUM CO - 1/2 In, thick Type C, IP -X2, IPC -AR or WRC; 5/8 in. thick Type SCX, SHX, 3-1/2 WRX, IP -X1, AR, C, WRC, FRX-G, IP -AR, IP -X2, IPC -AR ; 3/4 in. thick Types IP -X3 or ULTRACODE 2. Steel Studs -Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth as Optional indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly 2-1/2 height, 1 layer, 1/2 in. thick 1-1/2 in. USG MEXICO SA DE C V - 1/2 in. thick Type C, IP -X2, IPC -AR or WRC; 5/8 in. thick Type AR, C, IP -AR, IP - 2A. Framing Members* -Steel Studs- In lieu of Item 2 - Proprietary channel shaped studs, min. depth as X1, IP -X2, IPC -AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP -X3 or ULTRACODE indicated under Item 5, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced Optional a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. Allowable use of studs is shown in the 1-5/8 table below, For direct attachment of gypsum board only. Effective thickness is 0.034 in. When Item 76, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth CLARKWESTERN BUILDING SYSTEMS INC - Ultra STEEL® is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in, or 1 1-5/8 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layerof gypsum board panels 2 layers, 5/8 in, thick (1/2 in, or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. DIETRICH INDUSTRIES INC - Ultra STEEL& 5A. Gypsum Board* - (As an alternate to Item 5) - 5/8 in. thick, 24 to 54 in. Wide, applied horizontally as 3-5/8 the outer layer to one side of the assembly. Secured as described in Item 6. 3 in. CANADIAN GYPSUM COMPANY - Type SHX. 2B, Steel Studs- (As an alternate to Item 2, For use with Items 5B &5E) Channel shaped, fabricated from 2-1/2 min 20 MSG corrosion -protected orgalv steel, 3-1/2 in, min depth, spaced a max of 16 in, OC. Studs Optional friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 1-5/8 2-1/2 UNITED STATES GYPSUM CO - Type FRX-G, SHX. 2C. Framing Members* -Steel Studs- (As an alternate to Item 2, For use with Item 5C) - Proprietary 3 channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the 2-1/2 assembly height and installed with a 1/1 in. gap between the end of the stud and track at the bottom of the USG MEXICO SA DE C V - Type SHX. wall. For direct attachment of gypsum board only. 1-5/8 CALIFORNIA EXPANDED METAL PRODUCTS CO - ViperStud T" 4 layers, 5/8 in. thick CRA CO MFG INC - Sm a rtStud T" MARINO/WARE, DIV OF WARE INDUSTRIES INC - Viper25T" 2D. Framing Members* - Metal Studs - Not shown - In lieu of Item 2 - For use with Item ID, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0,020 in, thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. MARINO/WARE, DIV OF WARE INDUSTRIES INC - Viper20STI, Viper20D TM 2E. Framing Members*- Steel Studs - In lieu of Item 2 - For Use With Item 1E- Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL& GYPSUM PRODUCTS INC - Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV - Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC - Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO - Type SUPREME Framing System STE EL CO NSTRUCTIO N SYSTEMS INC - Type SUPREME Framing System 5B. Gypsum Board* - (Not Shown) - As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or 3/4 in. thick products are specified. For direct attachment only to steel studs Item 2B, (not to be used with Item 3) - Nom 5/8 in. or 1/4 in. may be used as alternate to all 5/8 in. or 2/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 213 with 1-1/4 in. long Type S-12 steel screws spaced 8 in, OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs orTabs (see Item 12). RAY -BAR ENGINEERING CORP -Type RB-LBG 5C. Gypsum Board* - (For Use With Item 2C) Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in, OC sta,-.:rg 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in, OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in, from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CANADIAN GYPSUM COMPANY - Type SCX. UNITED STATES GYPSUM CO - Type SCX. USG MEXICO SA DE C V - Type SCX. 5D. Gypsum Board* - (As an alternate to Item 5) - 5/8 in, thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only. UNITED STATES GYPSUM CO - Type USGX, UNITED METAL PRODUCTS INC Type SUPREME Framing System 5E. Gypsum Board - (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in, or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2B, not to be used with Item 3). Nominal 5/8 in, thick lead backed gypsum panels with beveled, square 2F, Framing Members*- Steel Studs- (Not shown, As an alternate to Item 2) -For use with Item 1G and 5F or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on or 5G only, channel shaped studs, min depth as indicated under Item 5F, fabricated from min. 0.015 in. opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in, less than bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. assembly height. NEW ENGLAND LEAD BURNING CO INC, DBA 1/8 database.ul.com/cgi-bin/.../showpage.html... 3/8 database.ul.com/cgi-bin/.../showpage.html... 5/8 1H. Framing Members* - Floor and Ceiling Runner - Not shown In lieu of Item 1 For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in, long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to floor and ceiling With fasteners spaced 24 in. OC max. database.ul.com/cgi-bin/.../showpage.html... 2/8 2 3 3/3/2011 BXUV.U419 - Fire Resistance Ratings - ANS... CLA RKWESTERN BUILDING SYSTEMS INC - CW ProSTUD DIETRICH INDUSTRIES INC - DIETRICH PmSTUD DMFCWBSLLC - PmSTUD TELLING INDUSTRIES L LC - TRUE-STUDT" 2G. Framing Members* - Metal Studs - Not shown - In lieu of Item 2 - For use with Item 1H, proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights, SUPER STUD BUILDING PRODUCTS - The Edge 3, Wood Structural Panel Sheathing - (Optional, For use with Item 5 Only,)- (Not Shown) - 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in, thick structural 1 sheathing (plywood) complying with DOC PSI or PS2, or APA Standard PRP -108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat -head self -drilling tapping screws with a min, head diam, of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* - (Required as indicated under Item 5) - Mineral wool batts, friction fitted between studs and runners, Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZ]Z) Categories for names of Classified companies. 4A. Batts and Blankets* - (Optional) - Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, See Batts and Blankets (BKNV or BZ3Z) Categories for names of Classified companies. 5. Gypsum Board* - Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer system s) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Items 2, 2D, 2E, and 2G Min Stud Depth, in. Item 2A No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4) 1 3-1/2 3-5/8 1 layer, 5/8 in. thick Optional 1 2-1/2 3-5/8 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 3-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2-1/2 2 layers, 1/2 in. thick Optional 2 1 1-5/8 2-1/2 2 layers, 5/8 in, thick Optional 2 3-1/2 3-5/8 1 layer, 3/4 in, thick 3 in. 3 1-5/8 2-1/2 3 layers, 1/2 in. thick Optional 3 1-5/8 2-1/2 2 layers, 3/4 in. thick Optional 3 1-5/8 2-1/2 3 layers, 5/8 in. thick Optional 4 1-5/8 2-1/2 4 layers, 5/8 in. thick Optional 4 1-5/8 2-1/2 4 layers, 1/2 in. thick Optional 4 2-1/2 2-1/2 2 layers, 3/4 in. thick < - 3/3/2011 BXUV.U419 - Fire Resistance Ratings - ANS... NELCO - Nelco 5F. Gypsum Board* - (As an alternate to Item 5) - For use with Items 1G and 2F and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO - 5/8 in. thick Type SCX. 5G. Gypsum Board* - (As an alternate to Item 5) - For use with Items 1G and 2F only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table belowand fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered, Horizontal edge joints and horizontal butt joints in adjacent layers (m ultilayer systems) staggered a min of 12 in. The thickness and num berof layers for the 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Item 2F No, of Layers & Thickness of Panel Min Thkns of Insulation (Item 4) 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in, thick Optional CANADIAN GYPSUM COMPANY - 1/2 in. thick Type C, IP -X2 or IPC -AR;, 5/8 in. thick Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, or; 3/4 in. thick Types IP -X3 or ULTRACODE UNITED STATES GYPSUMCO - 1/2 in. thick Type C, IP -X2, IPC -AR or; 5/8 in. thick Type SCX, SHX, IP -X1, AR, C, , FRX-G, IP -AR, IP -X2, IPC -AR ; 3/4 in. thick Types IP -X3 or ULTRACODE USG MEXICOSA DECV - 1/2 in, thick Type C, IP -X2, IPC -AR or; 5/8 in. thick Type AR, C, IP -AR, IP -X1, IP - X2, IPC -AR, SCX, SHX, or; 3/4 in. thick Types IP -X3 or ULTRACODE 6. Fasteners - (Not shown) - For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) orfurring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Tum layer systems: First layer- 1 in. long for 1/2 and 5/8 in, thick panels or 1-1/4 in, long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in, long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first Iayer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in, thick panels, spaced 24 in, OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in, long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- 1 in. long for 1/2 in,, 5/8 in, thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in, thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset In in 6 in. from layer below. 6A. Fasteners - (Not shown) -For use with Item 2A - Type S or S-12 steel screws used to attach panels to studs (Item 2A). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8-1/2 in. OC with additional screws 1 in. and 2-1/2 in. from edges of the board when panels are horizontally. or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems applied vertically: First layer- 1 in. long for 1/2 and 5/8 in, thick panels or 1-1/4 in. long for 3/4 in, thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in, OC with screws offset 8 in. from first layer. Tvw layer systems applied horizontally: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an CANADIAN GYPSUM COMPANY - 1/2 in. thick Type C, IP X2 or IPC AR; WRC, 5/8 in. thick Type AR, C, IP - additional screw placed 1-1/4 in. from each edge of the board, Second layer- 1-5/8 in, long for 1/2 in., 5/8 AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP -X3 or ULTRACODE in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board With an additional screw placed 1-1/4 in. from each edge of the board With screws offset in, from database,ul.com/cgi-bin/.../showpage.html... 4/8 database.ul.com/cgi bin/ ... /showpage,html.., 6/8 � U.L. DETAIL U-419 (ONE HOUR FIRE PARTITION) A A A NOT TO SCALE 5 CONTINUED ON SHEET A9.2 .u,..., % .T.�� RIM., PDWELL5ITUDIO A R C H IT E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 • FAX: (877) 680-7183 www.powellstudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: W � W N ZW w W> UJ ca O 0 U I..L c 1 C UJ �� Q z • O "0 N ID 0 •lass- _ w O J 3 ILL UJ?:m z O 0 0 JI••L Z Q a� Q UJ Z O U) J M Wf 06 2 O Z ca o W� N UJ Z gx }s ix LUO < - V w (� Z �, U) Wu C", PROFESSIONAL SEAL: - 0 N O E'er C-0 Q PROJECT NO: PSA2013-25 P2 s REVISIONS: M MARK DATE DESCRIPTION t,. ISSUE DATE: AUGUST 26, 2013 U.L. 419 FIRE PARTITION DETAIL A901 .u,..., % .T.�� RIM., 1 I 2 3/3/2011 BXUV.U419 - Fire Resistance Ratings - ANS,.. first layer. Three -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Sprnnd layer- 1-5/9 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below, For all layers, an additional screw shall be placed 1-1/4 in, from each edge of the board. Four -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in,, 5/8 in. thick panels, spaced 24 in, OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in, long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in, from layer below. For all layers, an additional screwshall be placed 1-1/4 in. from each edge of the board. 7. Furring Channels — (Optional, not shown, for single or double layersystems) — Resilient furring channels fabricated from min 25 MSG corrosion- protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A and 5E, 7A. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layersystems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in, deep, A spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max, 48 in. OC. RSIC-1 clips secured to studs with No. 8 x 1-1/2 in. minimum self -drilling, S-12 steel screwthrough the center grommet. RSIC-V clips secured to studs with No. 8 x 9/16 in. minimum self -drilling, S-12 steel screwthrough the center hole. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC —Types RSIC-1, RSIC-V. B C n 7B, Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels— Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicularto studs, Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described In Item 5, Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 76a) to one side of studs (Item 2) only, Clips spaced 48 in, OC,, and secured to studs with two No, 8 x 2-1/2 in, coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 7). Clips attached at each intersection of the resilient channel and the steel studs (Item 2), Resilient channels are friction fitted into clips, and then clips are secured to the steel stud with min. 1 in. long Type S- 12 steel screws through the center hole of the clip and the resilient channel flange. KEENE BUILDING PRODUCTSCO INIC — Type RC Assurance, 7D. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layersystems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6, Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self -drilling, S-12 steel screwthrough the centergrommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP S. 3ointTape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels, Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge, 9. Siding, Brick or Stucco — (Optional, not shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. database.ul.com/cgi-bin/ ... /showpage.html... 3/3/2011 BXUV.U419 - Fire Resistance Ratings - ANS... 10. Caulking and Sealants* — (Optional, not shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Item 5B) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud With two 1 in, long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99,9% meeting the Federal specification QQ-L 201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints. 12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) - Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the screws. Lead discs ortabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C", 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min, 1 in, long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min, 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations. 14. Lead Tabs— (Not Shown, For Use With Item 5E) 2 in. Wide, 5 in. long With a max thickness of 0.142 in, Tabs friction -fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purityiof 99.9% meeting the Federal specification QQ-L-201f, Grade "C'. Lead tabs may be held in place With standard adhesive tape if necessary. *Bearing the UL Classification Mark Last Updated on 2010-08-14 Ouestions? Print this page Notice of Disclaimer Paae Top 7/8 Copyright © 2011 Underwriters Laboratories Inc.@ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc," must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following formr-t: "Copyright @ 2011 Underwriters Laboratories Inc.@" An Independent oryarilzaiion evcTkint ror a safer woild will; inlegiily, preClsion and knowledge. database, ul,com/cg i-bin/.../showpage.html... 8/8 U.L. DETAIL U-419 (1 HOUR FIRE PARTITION CONT.) NOT TO SCALE CONTINUED FROM SHEET A9.1 3 3 3/3/2011 Paae Bottom 4 XH�Z.W-L-1001 - Through -penetration Fire.., XHEZ. W -L-1001 Through -penetration Firestop Systems Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. ■ Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitterand have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design, Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Through -penetration Firestop Systems See General Information for Throuah-penetration Firestop Systems System No. W -L-1001 June 15, 2005 F Ratings — 1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings — 0, 1, 2, 3, and 4 Hr (See Item 3) L Rating At Ambient — less than 1 CFM/sq ft L Rating At 400 F — less than 1 CFM/sq ft SECTION A`A 1. WallAssembly—The 1, 2, 3 or hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs— Wall framing may consist of eitherwood studs (max 2 h fire rated database. ul.com/cgi-bin/.../showpage. html.., 4 RV 3/3/2011 XHEZ,W-L-1001 - Through -penetration Fire... assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumberspaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) Wide by 1-3/8 in, (35 mm) deep channels spaced max 24 in. (610 mm) OC, B. Gypsum Board* — Nom 1/2 or 5/8 in, (13 or 16 mm) thick, 4 ft. (122 cm) wide With square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm). 2. Through -Penetrant— One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in / (0 mm). (point contact) to max 2 in. (51 mm) Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 24 in. (610 mm) diam (orsmaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 24 in. (610 mm) diam (orsmaller) service weight (or heavier) cast iron soil pipe, nom 12 in (305 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. C. Conduit— Nom 6 in. (152 mm) diam (or smaller)steel conduit or nom 4 in (102 mm) diam (or smaller) steel electrical metallic tubing D, Copper Tubing — Nom 6 in. (152 mm) diam (orsmaller) Type L (or heavier) copper tubing E. Copper Pipe— Nom 6 in. (152 mm) diam (orsmaller) Regular (or heavier) copper pipe. F. Through Penetrating Product* — Flexible Metal Piping The following types of steel flexible metal gas piping may be used: 1. Nom 2 in. (51 mm) diam (orsmaller) steel flexible metal gas piping, Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC 2. Nom 1 in. (25 mm) diam (orsmaller) steel flexible metal gas piping, Plastic covering on piping may or may not be removed on both sides of floor orwall assembly. GASTITE, DIV OF TITEFLEX 3, Nom 1 in. (25 mm) diam (orsmaller) steel flexible metal gas piping, Plastic covering on piping may or rr not be removed on both sides of floor or wall assembly. WA RD MFG L L C 3. Fill, Vokl orCavity Material* — Caulk or Sealant — Min 5/8. , 1-1/4,1-7/8 and 2-1/2 in. (16, 32, 48 and 64 mm) thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of well. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed as tabulated below: Max Pipe or Conduit Diam In (mm) F Rating Hr T Rating Hr 1 (25) 1 or 2 0+, 1 or 2 1 (25) 3 or 4 3 or 4 4 (102) 1 or 2 0 6 (152) 3 or 4 0 12 (305) 1 or 2 0 +When copper pipe is used, T Rating is 0 h. 3M COMPANY — CP 25W B+ or FB -3000 WT. *Bearing the UL Classification Mark Last Updated on 2005-06-15 Ouestions? Print this page 1/3 database,ul.com/cgi-bin/.../showpage.html.., Notice of Disclaimer Paae Top 3/3/2011 XHEZ.W-L-1001 - Through -penetration Fire... 2/3 Copyriaht © 2011 Underwriters Laboratories Inc.@ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2011 Underwriters Laboratories Inc,@" An independunt organitatiur< vvurking for a salui worid wi?tr Integilty, precision and knuwluagu. U.L. DETAIL XHEZ W -L-1001 NOT TO SCALE database.ul,com/cgi bin/ ... /showpage.html,,, 5 3/3 U.L. DETAILS A9.2 PCiW-� LL 5ITU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352)874-2340 • FAX: (877)680-7183 www.powelistudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: W �— Z W (N Z W W W W 0 U U a. 1 C UJ a Z O 0 •=_3 OUJ a LLL W CO 0/� z J�Q Z a dew Q111 LU Z Q o U) — w J M 015 0C:) WLUQ Z N i 9 0��01 W O UJ UJ Z W PROFESSIONAL SEAL: M O c+�s t� Q PROJECT NO: PSA2013-25 P2 REVISIONS: MARK I DATE DESCRIPTION ISSUE DATE: AUGUST 26, 2013 U.L. DETAILS A9.2 1.1 B C 3/3/2011 Paae Bottom XHEZ.W-L-2029 - Through -penetration Fire,.. XHEZ.W-L-2029 Through -penetration Firestop Systems Design/System/Construction/Assembly Usage Disclaimer ■ Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. ■ Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. ■ When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction, ■ Only products which bear UL's Mark are considered as Classified, Listed, or Recognized, Through -penetration Firestop Systems See General Information for Throuah-Denetration FirestoD Systems rA 36 2 LA System No. W -L-2029 November 19, 2008 F Ratings — 1 and 2 Hr (See Items 1 and 36) T Ratings — 1, 1-1/ 2 a nd 2 Hr (See Item 3B) L Rating At Ambient — 1 CFM/sq ft (See Item 3A) L Rating At 400 F — Less Than 1 CFM/sq ft (See Item 3A) Section A -A 1. Wall Assembly — The 1 or 2 hrfire rated gypsum wallboard/stud well assembly shall be constructed of the materials and in the mannerdescribed in the individual U300, U400 orV400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs— Wall framing may consist of eitherwood studs orsteel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. 3/3/2011 XHEZ.W-L-2029 - Through -penetration Fire... B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1.2 m) wide with square or tapered edges. The gypsum board type, thickness, numberof layers, fastenertype and sheet orientation shall be as specified in the individual U300, U400 orV400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 5 in. (127 mm), The hourly F rating of the f irestop system is equal to the hourly f ire rating of the wall assembly in which it is installed. 2. Through Penetrants— One nonmetallic pipe or conduit to be centered within the firestop system. A nom annular space of 1/4 in, (6 mm) is required within the firestop system. Pipe or conduit to be rigidly supported on both sides of the well assembly. The following types and sizes of nonmetallic pipes orconduits may be used: A. Polyvinyl Chloride (PVC) Pipe— Nom 4 in. (102 mm) diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Rigid Nonmetallic Conduit+ — Nom 4 in. (102 mm) diam (or smaller) Schedule 40 or 80 PVC conduit installed in accordance with the National Electrical Code (NFPA No. 70). C. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 4 in. (102 m m) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process of supply) piping systems. D. Acrylonitrile Butadiene Styrene (ABS) Pipe — Nom 4 in, (102 mm) diam (or smaller) Schedule 40 solid or foamed core ABS pipe for use in closed (process or supply) or vented (drain, weste or vent) piping systems. E, Fire Retardant Polypropylene(FRPP)Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. 3. Firestop System — The firestop system shall consist of the following: A. Fill, Void or Cavity Material* — Caulk — (Optional) - Caulk forced into annular space to max extent possible. Caulk shall be installed flush with both surfaces of wall assembly. L Ratings apply only when caulk is used. SPECIFIED TECHNOLOGIES INC — SpecSeal 100, 101, 102, 120, 129 or 105 Sealant, SpecSeal LCI Sealant, Pensil 300 Sealant or SpecSeal Series SIL300 Sealant B. Firestop Device* — Gaily steel collar lined with an intumescent material sized to fit the specific diam of the through -penetrant. Device shall be installed around through - penetrant in accordance with accompanying installation instructions. Device incorporates anchor tabs for securement to each surface of wall assembly by means of 1/8 in. (3 mm) diam by 1-3/4 in. (45 mm) long steel molly bolts in conjunction with 1/4 in. (6 mm) diam by 1-1/2 in. (38 mm) diam steel fender washers. The F and T Rating of the firestop system is dependent upon the fire rating of the well and size of the firestop device as tabulated below: Fire Rating of Wall Hr Nom Device Size In. F Rating Hr T Rating Hr 1 1-1/2 1 1 2 1-1/2 2 1-1/2 1 2 1 1 2 2 2 1-1/2 1 3 1 1 2 3 2 2 1 4 1 1 2 4 2 2 SPECIFIED TECHNOLOGIES INC — SpecSeal Firestop Collar, SpecSeal LCC Collar. When SpecSeal LCC Collar is used, the max annularspace shall be 1/8 in. (3 mm) for max 2-1/2 in. (64 mm) diam pipe and shall be max 1/4 in. (6 mm) for pipe larger than 2- 1/2 in. (64 m m) diam. The TRating equals the hourly F Rating when SpecSeal LCC Collar is used. *Bearing the UL Classification Mark Last Updated on 2008-11-19 l�iiactinnc7 Print Chic nana database.ul,com/cgi bin/.../showpage.html... NntirP of r)ICrIalmPr Pana Tnn 3 3/3/2011 XHEZ.W-L-2029 - Through -penetration Fire,,, 4 Copyriaht © 2011 Underwriters Laboratories Inc.@ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service, Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1, The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2011 Underwriters Laboratories Inc.®" An independent organization lvorking for a safer world w?fl 1rtc91 1ty, prccisIoI, and krrowleilgu. 1/3 database.ul.com/cgi-bin/.../showpage.html... 2/3 U.L. DETAIL XH EZ W -L-2029 9'3 NOT TO SCALE 5 3/21/2011 Paae Bottom A XHEZ.W-L-3350 - Through -penetration Fire... XHEZ.W-L-3350 Through -penetration Firestop Systems Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials, ■ Authorities Having Jurisdiction should be consulted before construction. ■ Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements, The published information cannot always address every construction nuance encountered in the field. ■ When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information foreach product category and each group of assemblies, The Guide Information includes specifics concerning alternate materials and alternate methods of construction. ■ Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Through -penetration Firestop Systems See General Information for Throuah-Denetration FirestoD Systems A r A System No. W -L-3350 February 26, 2009 F Ratings — i and 2 Hr (See Item 1) TRatings — 1/4 and 1/2 Hr (See Item 1) Q Bectu on A -A 1. Wall Assembly —The 1 or 2 hrfire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: 3/3 database.ul.com/cgi-bin/.../showpage.html... 3/21/2011 XHEZ,W-L-3350 - Through -penetration Fire,., A. Studs— Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumberspaced 16 in. (406 mm) OC, Steel studs to be min 3-1/2 in. (89 mm) wide and spaced 24 in. (610 mm) OC. B. Gypsum Board* — Thickness, type, num berof layers, orientation and fasteners shall be as specified in the individual Wall and Partition Design. Diam of opening shall be max 4 in, (102 mm). The F Rating of the firestop system is equal to the fire rating of the wall assembly in which It is installed. The TRating is 1/4 hr and 1/2 hr when installed in i hr and 2 hrfire rated wall assemblies, respectively. 2. Through Penetrating Product* — Any max 4/C -No, 2/0 AWG aluminum or copper conductor Metal -Clad Cable+ or Armored Cable+ with steel or aluminum jacket currently Classified under the Through Penetrating Products category. Nom 3 in. (76 mm) diam (orsmaller) tight bundle of cables to be installed concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. (point contact) to max 1 in. (25 mm), Through penetrating products to be rigidly supported on both sides of wall assembly. See Through Penetrating Products (XHLY) category in the Fire Resistance Directory for names of manufacturers. 3. Fill, Void or Cavity Material* - Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of well. Nom 3/8 in. (10 mm) diam bead of fill material to be applied at point contact location between the metal clad cable and the gypsum board on both sides of the wall assembly. Additional fill material installed into the grouped cable interstices to max extent possible. SPECIFIED TECHNOLOGIES INC — SpecSeal LC150 Sealant, SpecSeal LE600 Sealant *Bearing the UL Classification Mark +Bearing the UL Listing Mark Last Updated on 2009-02-26 Questions? Print this Page Notice of Disclaimer Pace Top 1/2 Copyright Oc 2011 Underwriters Laboratories Inc -CR) The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright n 2011 Underwriters Laboratories Inc.@" An Inda1) ndenl organization workin{f far a safer w o I I d w I P 1vte9riIy, preeis1011 and knowledge. database.ul.com/cgi-bin/ ... /showpage.html... 2/2 ISSUE DATE: AUGUST 26, 2013 U.L. DETAILS 2 U.L. DETAIL XH EZ W -L-3350 A9.3 9'3 NOT TO SCALE P0LU L L STU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www, p owe I I stu d io a rc h. c o m AAM 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: LU �-- Z L I N Q� Z w W W ca o V U � G JW 0 Q Z�°� LV 0 J LL Wm OO z o CD ,a Z Q t LL I1 o� 0 W ' z Q Q— C:, N W � J � M Od Z oi CIO 0 o LU Z }� " U U 02 0 LILr W Z W PROFESSIONAL SEAL: c+� A O M t!3 Q PROJECT NO: PSA2013-25 P2 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: AUGUST 26, 2013 U.L. DETAILS 2 U.L. DETAIL XH EZ W -L-3350 A9.3 9'3 NOT TO SCALE �'�o POLUELL STUD10 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 8742340 ■ FAX: (877) 680-7183 www.powelistudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0� LLJ F z w N Q 2 Z w LL]W m o c) -c Q � JW �� a z o w (if W ?>> O J u— Wco z O C.0 z F— < u0 Z z0 UJ 0W M od �20 LO ml 0 co o W z 04 CD U) CLW = O a c� W C/) Z U) s LV PROFESSIONAL SEAL: m N Q � PROJECT NO: PSA2013-25 P2 REVISIONS: C C MARK I DATE DESCRIPTION ISSUE DATE: AUGUST 26, 2013 U.L. DETAILS A9.4 I�� A C FBI DIVISION 2 - SITE WORK SECTION 02050 BUILDING DEMOLITION PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES MINOR AND MAJOR DEMOLITION TO EXISTING STRUCTURES TO FACILITATE RENOVATION AND EXPANSION WORK. 1.02 QUALITY ASSURANCE A. COMPLY WITH LOCAL ORDINANCES AND CODES RELATIVE TO RUBBLE REMOVAL, DUST CONTROL, ETC. PART 2 -PRODUCTS 2.01 MATERIALS A. THERE ARE NO SPECIFIC MATERIALS ASSOCIATED WITH THIS SECTION. PART 3 - EXECUTION 3.01 INSPECTION A. EXAMINE AREAS THAT REQUIRE DEMOLITION TO DETERMINE THE EXTENT AND EXISTING CONDITIONS AVAILABLE. A. DEMOLISH ITEMS SCHEDULED USING MEANS AND METHODS APPROPRIATE FOR THE TYPE OF WORK TO BE PERFORMED. B. AVOID UNNECESSARILY REMOVING OR DEMOLISHING UNSCHEDULED ITEMS. C. REMOVE FROM SITE AND DISPOSE OF DEMOLISHED ITEMS IN A MANNER AND LOCATION APPROVED BY THE GOVERNING AGENCIES AND MUNICIPALITIES INVOLVED. 3.03 ADJUSTMENT AND CLEANING A. UNSCHEDULED ITEMS DEMOLISHED SHALL BE RESTORED TO THEIR ORIGINAL DESIGN AND FUNCTION. B. CLEAN DEBRIS FROM AREAS OF DEMOLITION LEAVING AREA SUITABLE FOR RENOVATION WORK. DIVISION 6 - CARPENTRY SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES ALL ROUGH CARPENTRY WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. 1.02 JOB CONDITIONS A. MEASUREMENTS: 1. VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS BY TAKING FIELD MEASUREMENTS; PROPER FIT AND ATTACHMENT OF ALL PARTS IS REQUIRED. 2. BEFORE COMMENCING WORK, CHECK ALL LINES AND LEVELS AND SUCH WORK AS HAS BEEN COMPLETED. 3. SHOULD THERE BE ANY DISCREPANCIES, IMMEDIATELY REPORT TO THE ARCHITECT IN WRITING. 4. IN THE EVENT OF FAILURE TO DO SO, BE RESPONSIBLE FOR CORRECTION OF ANY ERRORS. B. COORDINATION: COORDINATE WORK WITH OTHER TRADES (ELECTRICAL, MECHANICAL, PLUMBING, ETC.) AND DO ALL CUTTING AND PATCHING REQUIRED TO ACCOMMODATE THEIR WORK. PROTECT ADJACENT WORK. 1.03 QUALITY ASSURANCE A. CONFORM WITH ALL REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE COMMERCIAL STANDARDS AND AMERICAN WOOD PRESERVE ASSOCIATION STANDARDS, AS THEY APPLY. B. ALL WOOD IN CONTACT WITH MASONRY OR STEEL, OR USED OUTSIDE OF CONDITIONED AREAS, SHALL BE PRESSURE TREATED L.L.S.P., HAVE AN APPROVED SEPARATING MATERIAL, OR HAVE A GALVANIZED ANCHOR SEAT. PART 2 -PRODUCTS 2.01 MATERIALS A. FASTENERS: 1. NAILS: BRIGHT COMMON WIRE NAILS, GALVANIZED FOR EXTERIOR WORK. 2. BOLTS: BOLTS SHALL BE ASTM A307, GALVANIZED, UNLESS OTHERWISE INDICATED. 3. LAG SCREWS AND SCREWS 4. METAL BRACKETS: GALVANIZED PER ASTM A153, ASTM A36 STEEL. B. GENERAL ROUGH LUMBER: NAILERS, BLOCKING, FURRING AND GROUNDS: 1. NO. 2 SOUTHERN PINE MOISTURE CONTENT: 19% MAXIMUM. 2. WOOD MATERIALS EXPOSED TO MOISTURE OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED. SSU C. PLYWOOD: PSI 1-74, OF SIZES INDICATED ON DRAWINGS; GRADE C -C EXT -APA, EXTERIOR. PART 3 - EXECUTION 3.01 INSTALLATION A. GENERAL: 1. CUT AND FRAME ALL OPENINGS REQUIRED BY OTHER TRADES. 2. STRUCTURAL MEMBERS SHALL NOT BE CUT, NOTCHED OR DRILLED, EXCEPT AS NOTED OR SHOWN ON THE DRAWINGS. B. LUMBER: 1. PROVIDE ALL WOOD BACKING, FURRING, STRIPPING OR BLOCKING INDICATED OR REQUIRED FOR INSTALLATION AND ATTACHMENT OF WORK FOR ALL OTHER TRADES. 2. CUT AND FRAME ALL OPENINGS REQUIRED BY OTHER TRADES. 3. DO NOT CUT, NOTCH OR DRILL STRUCTURAL MEMBERS EXCEPT AS NOTED OR SHOWN ON THE DRAWINGS. 4. CAUTION a. ALL BLOCKING IN PARTITION CAVITIES CONTAINING MEDICAL GAS PIPING, OUTLETS, VALVES OR EQUIPMENT SHALL BE NON-COMBUSTIBLE. b. WHERE CONDITIONS REQUIRE WOOD BLOCKING IN PARTITION CAVITIES WHICH CONTAIN MEDICAL GAS PIPING, THEN ALL MEDICAL GAS PIPING IN THAT AREA SHALL BE SHEATHED IN METAL, PROPERLY WRAPPED FOR PROTECTION AGAINST GALVANIC CORROSION. C. FASTENERS: 1. SUBDRILL FOR NAILING WHERE NECESSARY TO AVOID SPLITTING. 2. DRILL BOLT HOLES 1/32 -INCH LARGER THAN BOLT DIAMETER. 3. USE SQUARE PLATE OR MALLEABLE IRON WASHERS UNDER HEADS AND NUT OF BOLTS, WHERE THEY ARE AGAINST WOOD. 4. SUBDRILL FOR LAG SCREWS/BOLTS AND WOOD SCREWS; USE SQUARE PLATE OR MALLEABLE IRON WASHER UNDER LAG SCREW HEADS WHEN THEY BEAR ON WOOD. DIVISION 7 - THERMAL & MOISTURE PROTECTION SECTION 07210 INSULATIONS PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES THE FURNISHING AND INSTALLATION OF THOSE VARIOUS TYPES OF INSULATIONS REQUIRED IN THE NEW WORK WHICH ARE NOT COVERED IN OTHER SECTIONS. PART 2 -PRODUCTS 2.01 THERMAL INSULATIONS A. PERIMETER MASONRY WALLS: 1. UNFACED, 3/4" THICK RIGID FIBERGLASS BATT INSULATION, R=4, OWENS CORNING 7 -- SERIES, OR EQUAL. 2. FLAME SPREAD OF LESS THAN 75. 3. SMOKE GENERATION OF LESS THAN 450. 2.02 ACOUSTIC INSULATION B. PARTITIONS: 1. NOMINAL 4 -INCH THICK OR 6 -INCH THICK SQUARE -CUT UNFACED, SEMI-RIGID FIBERGLASS BATTS. 2. FLAME SPREAD OF LESS THAN 75. 3. SMOKE GENERATION OF LESS THAN 450. 2.03 SAFING B. UNITED STATES GYPSUM, OR EQUAL, THERMARBER SAFING. PART 3 - EXECUTION 3.01 INSTALLATION A. PERIMETER MASONRY WALLS: 1. INSTALL ON THE INNER FACE OF THE MASONRY, CONTINUOUSLY TO THE UNDERSIDE 2 3 OF THE ROOF DECKING OVER STANDARD PRESSURE TREATED WOOD FURRING STRIPS. 2. HOLD IN PLACE ON MASONRY WALLS ABOVE THE CEILING BY "Z" FURRING STRIPS, PRESSURE TREATED WOOD FURRING STRIPS, OR GLUE IN PLACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. PERIMETER STEEL FRAMED WALLS: INSTALL SNUG FIT TO BE AIR TIGHT AND FULL WITHIN THE VOIDS. AT ALL STEEL COLUMNS IN EXTERIOR STEEL FRAMED WALLS, INSTALL RIGID INSULATION WITHIN THE WALL CAVITY, BETWEEN THE STEEL STUDS, ON THE OUTSIDE OF THE STEEL COLUMN. C. ACOUSTIC INSULATION: 1. PARTITIONS: INSTALL SNUG FIT TO BE AIR TIGHT AND FULL WITHIN THE VOIDS. 2. CEILINGS: INSTALL SNUG FIT IN 4 FOOT LENGTHS MAXIMUM ABOVE ACOUSTICAL CEILING TILES AND AS CONTINUOUS ABOVE DRYWALL CEILINGS AND SOFFIT AREAS AS PRACTICAL, ALL TO BE AIR TIGHT AND FULL WITHIN THE VOIDS. D. SAFING: INSTALL AT THE SAME FOUR POUND DENSITY AS IT IS RECEIVED FROM THE FACTORY. SECTION 07920 SEALANTS, CAULKING AND SEALS PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES SEALING AND CAULKING WHERE SHOWN ON THE DRAWINGS AND REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST PASSAGE OF AIR AND MOISTURE. B. RELATED WORK SPECIFIED ELSEWHERE: 1. SECTION 09250: GYPSUM WALLBOARD SYSTEM 1.02 GUARANTEE A. PROVIDE A GUARANTEE PERIOD OF FIVE (5) YEARS ON ALL SEALANT INSTALLATION AGAINST JOINT FAILURE. B. JOINT FAILURE IS DEFINED AS LEAKS OF AIR OR WATER; EVIDENCE OF LOSS OF COHESION, FADING OF SEALANT MATERIAL, MIGRATION OF SEALANT, OR EVIDENCE OF LOSS OF ADHESION BETWEEN SEALANT AND JOINT EDGE. C. PART 2 -PRODUCTS 2.01 MATERIALS A. USE CAULKING AND SEALING COMPOUNDS OF THE FOLLOWING KINDS, OR A COMBINATION OF BOTH, AT CONTRACTOR'S OPTION. B. USE PRIMERS THAT ARE QUICK -DRYING, COLORLESS, NON -STAINING SEALERS OF TYPE AND CONSISTENCY AS RECOMMENDED BY MANUFACTURER OF CAULKING MATERIAL FOR THE PARTICULAR SURFACE INVOLVED. C. ELASTOMERIC SEALANTS: 1. POLYSUL FIDE -BASED COMPOUND: ONE COMPONENT POLYSULFIDE LIQUID POLYMER BASE RUBBER WHICH CURES AT NORMAL TEMPERATURE TO A FLEXIBLE FILM RUBBER, IN GUN GRADE CONSISTENCY. 2. BUTYL -BASED COMPOUND a. SMOOTH FLOWING, SINGLE COMPONENT, ARCHITECTURAL GRADE, SYNTHETIC, GENERAL PURPOSE CAULKING COMPOUND, COMPOSED OF 80-100% SOLIDS, BUTYL, NON -OILY, NON -HARDENING, CURING TO A TACK -FREE SURFACE, PAINTABLE, IN GUN GRADE CONSISTENCY. b. MASTIC: BUTYL -BASED COMPOUND, KNIFE OR TROWEL CONSISTENCY. 3. EXTERIOR JOINT SEALANTS: DOW PC -790. D. ACOUSTICAL SEALANTS FOR USE FOR SEALING AREAS IN AND AROUND FIRE/SMOKE PRIORITY WALLS: NON-FLAMMABLE, NON-DRYING, NON -HARDENING, NON -OIL BASED, NON-BLEEDING PERMANENTLY FLEXIBLE ACOUSTICAL SEALANT, AS MANUFACTURED BY USG. E. SILICONE BUILDING SEALANT FOR USE IN SEALING JOINT BETWEEN ALUMINUM WINDOW FRAMING AND SUB-STRATE / SUB -SURFACE. SEALANT SHALL BE DOW CORNING 790 SILICONE BUILDING SEALANT. PART 3 - EXECUTION 3.01 INSPECTION A. EXAMINE SUB SURFACES TO RECEIVE WORK AND REPORT IN WRITING TO THE CONTRACTOR, WITH A COPY TO THE ARCHITECT, ANY CONDITIONS DETRIMENTAL TO THE WORK. B. FAILURE TO OBSERVE THIS CONSTITUTES A WAIVER TO ANY SUBSEQUENT CLAIM TO THE CONTRARY, AND WILL MAKE THIS CONTRACTOR RESPONSIBLE FOR ANY CORRECTIONS WHICH MAY BE REQUIRED BY THE ARCHITECT. C. COMMENCEMENT OF THE WORK WILL BE CONSTRUED AS ACCEPTANCE OF ALL SUB SURFACES. 3.02 PREPARATION A. CLEAN AND PREPARE SURFACES TO WHICH SEALANT IS TO BE APPLIED, PER MANUFACTURER'S RECOMMENDATIONS. B. SCRAPE AND WIRE BRUSH ANY CONCRETE AND SIMILAR SURFACES C S A S REQUIRED; ALL SURFACES SHALL BE DRY. C. PRIME SURFACES IF REQUIRED BY THE MANUFACTURER. 3.03 APPLICATION A. APPLIED MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED DIRECTIONS; OBSERVE MANUFACTURER'S REQUIREMENTS REGARDING TEMPERATURE CONTROL, USABILITY OF MATERIALS AND PROTECTION OF ADJACENT SURFACES. B. MAKE SEALING SURFACES SLIGHTLY CONCAVE, FREE OF WRINKLES AND SKIPS, UNIFORMLY SMOOTH AND WITH PERFECT ADHESION ALONG BOTH SIDES OF JOINT. C. PROTECT ADJACENT SURFACES FROM EXCESS MATERIALS; LEAVE JOINTS IN A CLEAN, NEAT CONDITION. D. DEFECTIVE JOINTS SHALL BE REMOVED, CLEANED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. DIVISION 8 - DOORS AND WINDOWS SECTION 08210 WOOD DOORS AND FRAMES PART 1 -GENERAL 1.01 DESCRIPTION A. WORK INCLUDES WOOD DOORS AND FRAMES. 1.02 QUALITY ASSURANCE A. REFERENCE STANDARDS: 1. THE AMERICAN WOODWORK INSTITUTE (AWI) "ARCHITECTURAL WOODWORK QUALITY STANDARDS, 6TH EDITION, VERSION 1.1, 1994. 2. THE NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION INDUSTRY STANDARD I.S. 1 "WOOD FLUSH DOOR", LATEST REVISION. 3. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA 80: FIRE DOORS AND WINDOWS. B. FURNISH FIRE RATED DOORS BEARING PERMANENTLY ATTACHED, METAL EMBOSSED, FACTORY APPLIED PHYSICAL LABELS OF UNDERWRITER'S LABORATORIES, INC., (UL) OR OTHER INDEPENDENT TESTING LABORATORY / AGENCY LOCATED AT DOOR EDGE BETWEEN THE UPPER TWO HINGES. MYLAR LABELS WILL NOT BE ACCEPTABLE. 1.03 DELIVERY AND STORAGE: DOORS AND FRAMES SHALL BE PROTECTED FROM PHYSICAL OR MOISTURE DAMAGE. ANY DOORS WITH THE SLIGHTEST IMPERFECTION OR DAMAGE SHALL BE REPLACED. 1.04 GUARANTEE A. SUBMIT WRITTEN AGREEMENT ON DOOR MANUFACTURER'S STANDARD FORM SIGNED BY THE MANUFACTURER, INSTALLER AND CONTRACTOR, AGREEING TO REPAIR OR REPLACE DEFECTIVE DOORS WHICH HAVE WARPED (BOW, CUP OR TWIST) OR WHICH SHOW PHOTOGRAPHING OF CONSTRUCTION BELOW IN FACE VENEERS, OR DO NOT CONFORM TOP TOLERANCE LIMITATIONS OF NWWDA. B. THE GUARANTEE TO INCLUDE REFINISHING AND REINSTALLATION WHICH MAY BE REQUIRED DUE TO REPAIR OR REPLACEMENT OF DEFECTIVE DOORS. C. THE GUARANTEE SHALL BE IN EFFECT FOR THE LIFE OF THE ORIGINAL INSTALLATION AFTER THE DATE OF ACCEPTANCE. PART 2 -PRODUCTS 2.01 WOOD DOORS A. INTERIOR DOORS (NON -RATED AND 20 -MINUTE RATED DOORS): 1. 1 3/4" FLUSH, SOLID CORE WOOD CONFORMING TO AWI SPECIFICATIONS PC -7. 2. FACE VENEERS: STAIN GRADE PLAIN SLICED BIRCH 3. FURNISH PRE -DRILLED AND READY FOR HARDWARE INSTALLATION. 4. MAINTAIN CONSISTENT SIDE AND TOP RAILS FOR DOORS WITH LITES. a. TOP RAILS: 6" b. SIDE STILES: 10" 5. GLAZING STOPS: FLUSH WOOD IN SAME SPECIES AS VENEER. 6. PROVIDE WITH UNDERWRITERS LABORATORIES OR WARNOCK HERSEY LABELS FOR 20 -MINUTE ASSEMBLIES. 3 4 B. INTERIOR DOORS (RATED GREATER THAN 20 -MINUTE): 1. 1 3/4" FLUSH, SOLID MINERAL CORE WOOD CONFORMING TO AWI SPECIFICATIONS FD -7. 2. FACE VENEERS: STAIN GRADE PLAIN SLICED BIRCH 3. PROVIDE WITH UNDERWRITERS LABORATORIES OR WARNOCK HERSEY LABELS. 4. PROVIDE VISION PANELS WITH WIRE GLASS INSTALLED IN A RATED WOOD FRAMES (SPECIE TO MATCH FACE VENEERS) OR APPROVED METAL FRAMES. C. FACTORY PRE -FINISH: 1. PROVIDE AWI CUSTOM GRADE FACTORY PRE -FINISH INCLUDING SEALING, STAINING, AND FINAL COATING OF TRANSPARENT POLYURETHANE VARNISH, SATIN FINISH IN STAIN COLOR AS SELECTED BY THE OWNER. 2. SEAL TOP AND BOTTOM EDGES OF ALL DOORS. 2.02 WOOD FRAMES A. WOOD FRAMES MAY BE USED FOR PRE -HUNG DOORS WITH FLAT JAMB: SPLIT JAMBS ARE NOT ACCEPTABLE. B. SPECIES: SOLID, SINGLE PIECE (NO JOINTS) POPLAR FOR OPAQUE PAINT FINISH. C. PROVIDE JAMBS WITH FLAT STOP WITH MORTISED NEOPRENE GASKET (PEMKO N11 -BL, BLACK OR EQUAL) FOR FIELD APPLICATION AT HEAD AND JAMBS.. PART 3 -EXECUTION 3.01 INSPECTION A. INSPECT EACH DOOR AND VERIFY: 1. THAT THE DOOR FURNISHED IS THE PROPER DOOR FOR THE OPENING AS DESCRIBED ON THE DOOR SCHEDULE. 2. THAT THE DOOR IS IN SOUND CONDITION, UNBLEMISHED, WITHOUT WARP, TWIST, BOW, OR OTHER ATTRIBUTES CAUSING IT TO BE REJECTED UPON INSTALLATION. B. EXAMINE FRAMES TO RECEIVE DOORS FOR PROPER HANDING AND HAVE BEEN INSTALLED AS REQUIRED FOR PROPER HANGING OF DOORS. 3.02 FACTORY HARDWARE PREPARATION A. PREPARE EACH DOOR FOR HARDWARE FROM TEMPLATES FURNISHED BY THE HARDWARE SUPPLIER. B. CUT ALL NON -RATED DOORS FOR FIT TO PROVIDE 1/6 -INCH TO 1/8 -INCH CLEARANCE AT JAMBS AND HEADS. C. CUT ALL RATED DOORS FOR FIT COMPLYING WITH NFPA 80. D. BEVEL LOCK STILES TO 1/8 INCH IN 2 INCHES; EASE ALL EDGES OF DOORS. 3.03 INSTALLATION A. INSTALL DOORS WITH SPECIFIED TOLERANCES: 1. MEETING STILES FOR PAIRS OF DOORS: 1/8" 2. BOTTOM OF DOOR ABOVE DECORATIVE FLOOR FINISH a. NON -RATED ASSEMBLIES: 1/4" b. RATE ASSEMBLIES: COMPLY WITH NFPA 80, BUT NO MORE THAN 1/4" 3. BOTTOM OF DOOR ABOVE THRESHOLD: 1/4" 3.04 ADJUSTMENT AND CLEANING A. REHANG OR REPLACE DOORS WHICH DO NOT SWING OR OPERATE FREELY, OR DO NOT REMAIN IN A NEUTRAL POSITION WHEN NOT FULLY OPENED OR LATCHED. B. REPLACE DOOR WHICH CANNOT BE PROPERLY REFINISHED DUE TO EXCESSIVE DAMAGE DURING THE INSTALLATION PROCESS. C. PROTECT INSTALLED DOORS FROM DAMAGE OR DETERIORATION UNTIL FINAL ACCEPTANCE. SECTION 08710: FINISH HARDWARE PART 1 - GENERAL 1.01 DESCRIPTION A. SCOPE OF THE WORK: 1. WORK COVERED BY THIS SECTION OF THE SPECIFICATIONS CONSISTS OF FURNISHING AND DELIVERING TO THE JOB SITE FOR FITTING AND INSTALLATION ALL FINISH HARDWARE COMPLETE AND IN ACCORDANCE WITH THIS SECTION AND THE DRAWINGS. 2. IT IS INTENDED THAT THE FOLLOWING LIST OF HARDWARE SHOWN ON THE DOOR SCHEDULE HARDWARE SET LIST COVER ALL FINISH HARDWARE TO COMPLETE THE PROJECT. B. OMISSIONS AND/OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERING DOORS. C. WORK EXCLUDED IN THIS SECTION INCLUDES: 1. INSTALLATION 2. ROUGH AND/OR STRUCTURAL HARDWARE 3. CABINET HARDWARE 1.02 SUBMITTALS A. TEMPLATES: 1. ALL FINISH HARDWARE TO BE INSTALLED ON OR IN METAL DOOR AND/OR FRAMES SHALL BE MANUFACTURED TO TEMPLATE. 2. TEMPLATE SUPPLIER SHALL FURNISH THE HARDWARE SCHEDULE AS APPROVED BY THE ARCHITECT AND ALL NECESSARY TEMPLATES TO METAL DOOR AND FRAME FABRICATORS OR OTHER SUPPLIERS REQUIRING SAME FOR THEIR COORDINATION AND USE. 1.03 GUARANTEE A. THE SUPPLIER SHALL GUARANTEE THAT ALL MATERIALS SPECIFIED HEREIN SHALL BE FREE FROM ALL DEFECTS AND SHALL PERFORM SATISFACTORILY FOR A PERIOD OF ONE (1) YEAR AFTER IT IS INSTALLED AND ACCEPTED. B. THE SUPPLIER SHALL REPLACE AT HIS OWN EXPENSE, INCLUDING LABOR, ANY ITEM OF FINISH HARDWARE WHICH MAY PROVE DEFECTIVE WITHIN THIS TIME PERIOD. PART 2 - PRODUCTS 2.01 MATERIALS A. FINISH: ALL FINISH HARDWARE SHALL BE OF CONSISTENT FINISH, US26D, SATIN CHROMIUM PLATED. B. SUBSTITUTIONS: THERE SHALL BE NO SUBSTITUTION FOR THE PRODUCTS OR MATERIALS AS SPECIFIED HEREIN AND/OR INDICATED ON THE DRAWINGS BY TRADE NAME, MANUFACTURER'S NAME OR CATALOGUE NUMBER, UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT. C. ALL EXTERIOR DOORS, WHETHER EXISTING OR NEW, SHALL BE EQUIPPED WITH APPROPRIATE THRESHOLDS AND WEATHER STRIPPING, INSTALLED FOR A WEATHER -TIGHT SEAL. 2.02 COMPONENTS A. BUTT HINGES: 1. GENERAL: FULL MORTISE, FIVE KNUCKLE BALL BEARING 2. EXTERIOR USE: STAINLESS STEEL BASE METAL WITH STAINLESS STEEL PINS 3. INTERIOR USE: NON-FERROUS BASE METAL WITH STEEL PINS 4. INTERIOR RATED USE: STAINLESS STEEL BASE METAL WITH STAINLESS STEEL PINS 5. MANUFACTURER: STANLEY 6. APPROVED SUBSTITUTES: HAGER, MCKINNEY, AND LAWRENCE B. PIVOT HINGES: LCN, CP 150 C. LOCKSETS, LATCHSETS AND KEYING: 1. EXTERIOR ENTRY & EXIT DOORS (INCLUDING ALUMINUM STOREFRONT METAL DOORS): ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH 'BEST' LOCKS AND CYLINDERS KEYED TO THE OWNER'S / LANDLORD'S MASTER KEY SYSTEM. 2. LOCKSETS AND LATCHSETS: CYLINDRICAL TYPE WITH LEVER HANDLES AND ESCUTCHEONS WITH STANDARD 2-3/4" BACKSET, UNLESS OTHERWISE SPECIFIED. 3. LOCKSETS AND LATCHSETS: SARGENT 7 LINE (ANSI GRADE 2), LB LEVER HANDLE DESIGN. A. ALTERNATE DESIGN: SCHLAGE AL SERIES, (ANSI GRADE 2) JUPITER LEVER HANDLE. 4. FURNISH IN FUNCTIONS AS SPECIFIED IN THE FINISH HARDWARE SCHEDULE. 5. KEYING: a. ALL LOCKS AND CYLINDERS SHALL BE GRAND MASTER KEY SYSTEM. b. LOCKSETS SHALL BE FURNISHED WITH PROPER TUMBLERS FOR FIELD KEYING, AS DIRECTED BY THE OWNER. D. EXIT DEVICES SHALL BE SARGENT 80 SERIES OR APPROVED SUBSTITUTE. E. CLOSERS: 1. YALE SERIES 3500, OR EQUAL. 2. CLOSERS SHALL BE ADJUSTABLE TO MEET ANSI STANDARDS FOR HANDICAPPED ACCESSIBILITY, WITH MAXIMUM FORCE REQUIRED TO OPEN AT 5 LBS. 3. CLOSERS SHALL BE FURNISHED WITH PLATED FULL METAL COVERS. F. DOOR HOLDERS: SURFACE MOUNTED GLYNN-JOHNSON 90F, HEAVY DUTY STEEL WITH SHOCK ABSORBER FOR SINGLE ACTING DOORS. G. DOUBLE ACTING OVERHEAD CONCEALED CLOSERS: LCN 6030 -CP -150 H. DOOR STOPS: 1. WALL: a. IVES 407 OR, b. ROCKWOOD 409 2. FLOOR: a. IVES 436 OR, b. ROCKWOOD 440 4 3. FLOOR: (EXTERIOR) a. IVES 444 OR, b. ROCKWOOD 471 I. THRESHOLDS: 1. WEATHER TYPE: PEMKO 2005AV 2. SADDLE TYPE: PEMKO 270 A 3. FINISH: CLEAR ANODIZED ALUMINUM. J. LOCK GUARDS: IVES OR EQUAL, NO. 184, SHORT LENGTH 6" X 1-1/2", STAINLESS STEEL WITH SATIN FINISH, FURNISHED AND INSTALLED ON EXTERIOR DOORS. K. SOUND SEAL: ALL INTERIOR STEEL DOOR FRAMES SHALL BE EQUIPPED WITH A PEMKO SOUND SEAL (SILICON GASKET), #303AS, ANODIZED CLEAR ALUMINUM FINISH, APPLIED TO BOTH JAMBS AND HEAD. L. WEATHERSTRIPPING: ALL EXTERIOR STEEL DOOR FRAMES: PEMKO ADHESIVE JAMB WEATHERSTRIP, S88W, WHITE, APPLIED TO BOTH JAMBS AND HEAD. PART 3 - EXECUTION 3.01 INSTALLATION A. LOCATION: DISTANCE FROM FINISH FLOOR TO CENTER LINE OF: 1. DOOR KNOB 38" 2. DOOR PULL 42" 3. DEAD LOCK 60" 4. HINGE BOTTOM HINGE: 10" FROM FINISH FLOOR TOP HINGE: 5" FROM HEAD RABBET CENTER HINGE: CENTERED BETWEEN TOP AND BOTTOM HINGES. B. DO NOT INSTALL SURFACE -MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. C. AT EXTERIOR DOORS: 1. SET THRESHOLDS IN A BED OF MASTIC SEALANT TO COMPLETELY FILL CONCEALED VOIDS AND EXCLUDE MOISTURE FROM EVERY SOURCE. 2. DO NOT APPLY SEALANT SUCH THAT IT WOULD PREVENT PROPER DRAINING. 3. DO NOT PLUG DRAINAGE HOLES OR BLOCK WEEPS. D. KEYING: 1. THE PERMANENT KEYING SYSTEM SHALL BE BASED ON A GRAND MASTER SYSTEM 2. ALL EXTERIOR ENTRY / EXIT LOCKS AND CYLINDERS SHALL 'BEST' LOCKS, AND CYLINDERS. 3. KEYING SHALL BE DONE ON-SITE, AS DIRECTED BY THE OWNER. DIVISION 9 - FINISHES SECTION 09250: GYPSUM WALLBOARD SYSTEMS PART 1 -GENERAL 1.01 DESCRIPTION A. WORK INCLUDES GYPSUM DRYWALL AND ACCESSORIES, COMPLETE AS SHOWN ON THE DRAWINGS. B. RELATED WORK SPECIFIED ELSEWHERE: 1. SECTION 06100: ROUGH CARPENTRY 2. SECTION 07920: SEALANTS, CAULKING AND SEALS 1.02 QUALITY ASSURANCE A. COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE "AMERICAN STANDARD SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD", BY THE AMERICAN STANDARDS ASSOCIATION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE CALLED FOR HEREIN, IN LOCAL CODES, OR BY MANUFACTURER OF WALLBOARD. B. MAINTAIN TEMPERATURE OF DRYWALL SPACE IN RANGE OF 55 TO 90 DEGREES F TO ELIMINATE EXCESSIVE MOISTURE. 1.03 JOB CONDITIONS A. DO ALL CUTTING AND PATCHING REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES. B. COORDINATION: DRYWALL CONTRACTOR SHALL COORDINATE HIS PART OF THE WORK WITH THE FOLLOWING SUB -TRADES TO ENSURE PROPER PENETRATIONS OF PRIORITY WALLS, AS SPECIFIED IN PART 3 BELOW: 1. PLUMBING CONTRACTOR 2. ELECTRICAL CONTRACTOR 3. HVAC CONTRACTOR 4. METAL FRAMING CONTRACTOR 1.04 DELIVERY AND STORAGE: STORE MATERIALS OFF THE GROUND AND COVER AGAINST WEATHER. REMOVE ANY DAMAGED MATERIAL FROM THE SITE. PART 2 - PRODUCTS 2.01 MATERIALS A. METAL SUPPORTS: 1. CEILING SUPPORT SYSTEMS: c. SIZE COMPONENTS IN COMPLIANCE WITH ASTM C-754. d. MAIN RUNNERS: STEEL CHANNELS WITH RUST INHIBITIVE PAINT FINISH, HOT OR COLD ROLLED. e. HANGER WIRE: SOFT, 12 -GAGE GALVANIZED. f. HANGAR ANCHOR DEVICES: i. SCREWS, CLIPS, BOLTS OR OTHER DEVICES APPLICABLE TO THE INDICATED METHOD OF STRUCTURAL ANCHORAGE. ii. SIZE DEVICES FOR 3 X CALCULATED LOAD SUPPORT EXCEPT SIZE DIRECT PULL-OUT INSERTS FOR 5 X CALCULATED LOADS. e. FURRING ANCHORAGES: 16 -GAGE GALVANIZED WIRE TIES, MANUFACTURER'S STANDARD WIRE-TYPE CLIPS, BOLTS OR SCREWS AS RECOMMENDED BY FURRING MANUFACTURER. B. GYPSUM WALLBOARD: 1. CONFORM TO ASTM C-36 AND ANY SPECIFIC U.L. ASSEMBLY REQUIREMENTS OVER AND ABOVE THIS SPECIFICATION. 2. TYPES: a. 5/8 -INCH THICK BY 4 FEET WIDE, TAPERED EDGE. b. 5/8 -INCH THICK BY 4 FEET WIDE, TAPERED EDGE FIRE RESISTIVE GYPSUM BOARD TYPE "X" FOR RATED WALLS ASSEMBLIES. c. MOISTURE RESISTANT DRYWALL [MR BOARD (GREEN BOARD)]: 5/8 -INCH THICK BY 4 FEET WIDE, TAPERED EDGE. C. ACCESSORIES: 1. TRIM AND EDGING: a. 26 GAGE, ELECTRO -GALVANIZED STEEL, WITH KNURLED SURFACES FOR BEDDING CEMENT. b. PROVIDE ANGLE CORNER PIECES WITH 1-1/4 INCH LEGS AT ALL EXTERNAL CORNERS AND CHANNEL TYPE METAL TRIM PIECES AS DETAILED AT ALL GYPSUM BOARD EDGES MEETING DISSIMILAR MATERIALS. 2. EXPANSION JOINTS: INRYCO NO. 40 OR KEENE NO. 40, WITH ADJUSTABLE OPENING. E. FASTENERS: 1. NON -FIRE RATED PARTITIONS: a. PANELS TO STUDS: i. MINIMUM 7/8 -INCH LONG SELF -DRILLING SELF -TAPPING BULGE HEAD DRYWALL SCREWS WITH PHILLIPS HEAD, OR ii. 1 7/8 INCH LONG CEMENT -COATED NAILS WITH 1/4 INCH HEAD. b. WOOD BLOCKING, ETC: i. SELF -DRILLING, SELF -TAPPING OVAL HEAD SCREWS OF LENGTHS REQUIRED OR FRAMING NAILS OF SIZES APPROPRIATE. ACOUSTICAL SEALANT: USG ACOUSTICAL CAULKING MATERIAL PART 3 - EXECUTION 3.01 INSPECTION A. IF FRAMING MEMBERS ARE OUT OF ALIGNMENT, BOWED OR WARPED, CORRECT TO MAKE TRUE SURFACES BEFORE APPLICATION OF GYPSUM BOARD. 3.02 INSTALLATION A. GENERAL: 1. ERECTION TECHNIQUES SHALL RESULT IN PLUMB AND STRAIGHT SURFACES WITH NO WAVES OR BUCKLES, FREE OF UNEVENNESS AT JOINTS. 2. NEATLY FIT AND STAGGER ALL END JOINTS A MINIMUM OF 24 -INCHES. 3. CUT AND FIT NEATLY AROUND ALL OUTLETS AND SWITCHES. 4. JOINTS WIDER THAN 1/8" WILL BE REJECTED. 5. MAKE FINISH WALLS AND CEILINGS PLUMB AND LEVEL, WITHOUT RIDGES, BOWS OR WARPS. 6. INSTALL MOISTURE RESISTANT DRYWALL (MR BOARD) IN ALL RESTROOMS, AND JANITOR'S CLOSETS (WALLS AND CEILINGS) EQUIPPED WITH SINKS, AND IN THE VICINITY OF ALL PLUMBING FIXTURES IN OTHER LOCATIONS (WALLS ONLY). 7. INSTALL CEMENTITIOUS BACKER BOARD IN ALL SHOWER ENCLOSURES SCHEDULED TO RECEIVE TILE OR SIMILAR SURFACE (WALLS AND CEILINGS). 8. WRAP AND PROTECT PRIOR TO INSTALLATION THE EXPOSED ENDS OF CUTS IN MOISTURE RESISTANT DRYWALL MADE FOR FITTING AS SPECIFIED BY THE MANUFACTURER. 5 I 6 PDWELL.STUD10 A R C H IT E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudioarch.com AA# 26002236 • COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: UJ z N Cw C G z a) W W UJ ca 0 C uj Q z -C 9 of • -3:-0 O� I.LI O LL = W oo z 6 t Ix 0 J 05 o UJ Z Z Q ow Qcl Q - M �W/ J N p o Z c- W N ,. I-L.I Of� D �a r/ W (n Z W - U) CRROO PROFESSIONAL SEAL: c� N 0 PROJECT NO: PSA2013-25 P2 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: AUGUST 26, 2013 a SPECIFICATIONS ASlml s u B C 2 2 3 SECTION 09250: GYPSUM WALLBOARD SYSTEMS (CONTINUED FROM ASIA) B. GYPSUM BOARDS: 1. APPLY BOARDS VERTICALLY, IN PARALLEL APPLICATION, WITH ALL ABUTTING ENDS AND EDGES OVER SUPPORTS. 2. MAKE JOINTS OCCUR ON DIFFERENT STUDS AT OPPOSITE SIDES OF PARTITION. 3. EXPANSION JOINTS: LOCATE JOINTS IN LONG CORRIDOR WALLS (JOINTS NOT TO EXCEED 30'-0" INTERVALS) SO THEY OCCUR OVER THE CENTER OF A DOOR FRAME. C. CEILINGS: 1. METAL SUPPORTS: a. SECURE HANGERS TO STRUCTURAL SUPPORT BY CONNECTING DIRECTLY TO STRUCTURE WHERE POSSIBLE. b. SPACE MAIN RUNNERS FOUR FEET ON CENTER AND SPACE HANGERS FOUR FEET ALONG RUNNERS, EXCEPT AS OTHERWISE SHOWN. c. LEVEL MAIN RUNNERS TO A TOLERANCE OF 1/8" IN 12 FEET MEASURED BOTH LENGTHWISE ON EACH RUNNER AND TRANSVERSELY BETWEEN PARALLEL RUNNERS. d. WIRE TIE OR CLIP FURRING MEMBERS TO MAIN RUNNERS AND TO OTHER STRUCTURAL SUPPORTS AS REQUIRED. e. SPACE FURRING MEMBER 16" ON CENTER. f. INSTALL AUXILIARY FRAMING AT TERMINATION OF GYPSUM WALLBOARD AND AT OPENINGS FOR LIGHT FIXTURES AND SIMILAR WORK, FOR SUPPORT OF BOTH THE WALLBOARD CONSTRUCTION AND OTHER WORK FOR SUPPORT. 2. GYPSUM BOARDS: INSTALL WITH THE LONG DIMENSION OF THE WALLBOARD PARALLEL TO THE SUPPORTING MEMBERS, WITH SEPARATE SUPPORTING MEMBERS PROVIDED AT END JOINTS. D. SOFFITS: FRAME USING 25 GAGE STEEL STUDS. 3.03 TAPING AND FINISHING A. GENERAL: 1. MIX JOINT AND FINISHING COMPOUNDS PER MANUFACTURER'S DIRECTIONS. 2. CENTER TAPE OVER JOINTS AND EMBED IN UNIFORM LAYER OF JOINT COMPOUND OF SUFFICIENT WIDTH AND DEPTH TO PROVIDE FIRM AND COMPLETE BOND. 3. APPLY SKIM COAT WHILE EMBEDDING TAPE. 4. TREAT ANGLES WITH REINFORCEMENT TAPE FOLDED TO CONFORM TO ADJACENT SURFACES AND STRAIGHT TRUE ANGLES. 5. ALLOW COMPOUND TO THOROUGHLY DRY FOR AT LEAST 24 HOURS. 6. OVER JOINT COMPOUND AND TAPE, APPLY COAT OF FINISHING COMPOUND. 7. SPREAD EVENLY AND FEATHER OUT BEYOND EDGE OF BOARD. 8. AFTER FIRST FINISHING COAT IS THOROUGHLY DRY (AT LEAST 24 HOURS) COVER WITH SECOND COAT WITH EDGES FEATHERED OUT SLIGHTLY BEYOND PRECEDING COAT. 9. GIVE ALL DIMPLES AND FASTENER HEADS AND ALL MARRED SPOTS ON SURFACE OF BOARD ONE (1) COAT JOINT COMPOUND AND TWO (2) COATS FINISHING COMPOUND, APPLIED AS EACH COAT IS APPLIED TO JOINTS. 10. INSTALL METAL CORNER REINFORCEMENT TO ALL EXTERNAL CORNERS, 11. CONCEAL FLANGES OF METAL REINFORCEMENT WITH AT LEAST TWO (2) COATS OF COMPOUND. 12. WHEN COMPLETED, COMPOUND SHOULD EXTEND APPROXIMATELY 8 -INCHES TO 10 -INCHES ON EACH SIDE OF METAL NOSING. 13. AFTER EACH APPLICATION OF JOINT COMPOUND OR FINISH COMPOUND HAS DRIED, LIGHTLY SAND ALL JOINTS. 14. LEAVE ALL BOARD AND TREATED AREAS SMOOTH AND READY FOR PAINTING. 15. CAULK ALONG BOTTOM OF DRYWALL AT FLOOR SLAB USING ACOUSTICAL CAULK. SECTION 09265: STEEL STUDS PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES INTERIOR LIGHT GAGE STEEL STUD FRAMING AS SHOWN ON THE DRAWINGS AND AS REQUIRED TO FURNISH A COMPLETE FRAMING INSTALLATION. B. RELATED WORK SPECIFIED ELSEWHERE: 1. SECTION 07920: SEALANTS, CAULKING AND SEALS 2. SECTION 09250: GYPSUM WALLBOARD SYSTEMS PART 2 - PRODUCTS 2.01 METAL STUDS AND RUNNERS A. INTERIOR WALLS FOR STRAIGHT RUNS OF WALLS WITHOUT WALL HUNG ITEMS OR OPENINGS; 25 GAUGE ROLL -FORMED, PUNCHED STEEL STUDS BY USG OR EQUAL. B. WHERE WALLS DO NOT INCLUDE HEAVIER GAGE STUDS, RUNNERS MAY BE 25 GAGE, 1-1/4" DEEP. C. WHERE WALLS INCLUDE HEAVIER GAGE STUDS, USE RUNNERS AT LEAST 1-1/4" DEEP AND OF GAGE MATCHING GAGE OF HEAVIEST GAGE STUDS AND TO EXTEND AT LEAST 2" BEYOND THE FIRST LIGHTER STUD. THEN, 25 GAGE RUNNERS MAY BE USED AT THE REMAINDER OF WALLS TO BE FRAMED WITH 25 GAGE STUDS. D. INTERIOR WALLS WHERE CASEWORK WILL BE HUNG: 20 GAGE ROLL -FORMED PUNCHED STEEL "C" STUDS WITH PAINTED FINISH, OF SIZES INDICATED, MILCOR OR EQUAL. PROVIDE 20 GAGE RUNNERS, 1-3/8" DEEP. E. AT DOOR AND WINDOW OPENINGS UP TO 6'-0" WIDE WITH SINGLE DOORS NOT EXCEEDING 3'-0" IN WIDTH OR PAIRS OF DOORS WHERE EACH LEAF DOES NOT EXCEED T-0": 20 GAGE "C" STUDS. F. AT DOOR OPENINGS WITH DOORS OVER T-0" WIDE: 20 GAGE MILCOR "C" STUDS DOUBLED, INSTALLED BACK TO BACK. FASTEN STUDS TOGETHER WITH TWO ROWS OF SHEET METAL SCREWS SPACED 12" O.C. IN EACH ROW. G. INTERIOR WALLS FOR CURVED RUNS OF WALLS WITHOUT WALL HUNG ITEMS OR OPENINGS; 25 GAGE ROLL -FORMED, PUNCHED STEEL STUDS BY USG OR EQUAL WITH FIELD FORMED CURVED TRACK RUNNERS OR PRE -MANUFACTURED RADIUS TRACK (RADIUS TRACK CORP., 888-872-3487) CURVED RUNNERS.. 2.02 FURRING CHANNELS A. STANDARD WEIGHT METAL "Z" FURRING BY USG OR EQUAL. 2.03 FASTENERS A. RUNNERS TO CONCRETE: HILTI POWER DRIVE PINS, NK47512. B. STUDS TO RUNNERS: USG TYPE 5, PAN HEAD SCREWS, 3/8". FURRING CHANNELS TO BLOCK MASONRY: HARDENED CONCRETE NAILS WITH HEADS. 2.04 ACOUSTICAL SEALANT A. USG ACOUSTICAL CAULKING MATERIAL. PART 3 - EXECUTION 3.01 PREPARATION A. BEFORE PLACING BOTTOM RUNNERS, APPLY TWO LONGITUDINAL 1/4" BEADS OF ACOUSTICAL SEALANT ON CONCRETE SIDE OF RUNNERS TO SEAL RUNNERS TO FLOOR. B. FLOOR MUST BE CLEAN OF DEBRIS AND DUST PRIOR TO SETTING RUNNER. 3.02 INSTALLATION A. ATTACH BOTTOM RUNNERS WITH SPECIFIED FASTENERS. PLACE STAGGERED DOUBLE ROWS OF FASTENERS 24" O.C. IN EACH ROW. B. WHERE STUDS HEAVIER THAN 25 GAGE ARE TO BE INSTALLED, USE RUNNERS MATCHING GAGE OF STUDS. C. AT CONTRACTOR'S OPTION, HEAVIER GAGE RUNNERS MAY BE CONTINUOUS FOR HEAVY GAGE AND LIGHT GAUGE RUNNERS ONLY AT HEAVY GAGE STUDS, THEN EXTEND THE HEAVY GAGE RUNNER AT LEAST 2" BEYOND THE FIRST LIGHTER GAGE STUD BEFORE CONTINUING THE RUN WITH LIGHT GAGE RUNNERS. D. INTERIOR WALL STUDS MAY BE INSTALLED 24" O.C. EXCEPT WHERE SPECIFIED BELOW. E. DOOR OPENINGS UP TO 6'-0" WIDE WHERE DOOR LEAVES ARE NOT OVER 3'-0" WIDE. 1. INSTALL 20 GAGE STUDS AT EACH JAMB. 2. INSTALL A 20 GAGE HORIZONTAL STUD MEMBER BETWEEN JAMB STUDS AT HEADS OF DOORS AND SECURELY ATTACH IT TO JAMB STUDS. 3. INSTALL 20 GAGE STUDS, NOT MORE THAN 24" O.C., RUNNING FROM HORIZONTAL MEMBER TO TOP RUNNER OR CAP. 4. ATTACH STUDS TO RUNNERS WITH SPECIFIED FASTENERS ON EACH SIDE OF EACH STUD. 5. SANDWICH FIBERGLASS INSULATION BETWEEN STUDS. F. DOOR OPENINGS UP TO 6'-0" WIDE, AND WHERE DOOR LEAVES ARE OVER 3'-0" WIDE. 1. INSTALL DOUBLE 20 GAGE STUDS AT EACH JAMB MEMBER. INSTALL 20 GAGE BACK TO BACK AND ATTACH BOTH STUDS TO FRAME ANCHORS. 2. INSTALL 20 GAGE HORIZONTAL MEMBERS AND STUDS FROM HORIZONTAL MEMBERS TO TOP RUNNERS OR CAPS AS SPECIFIED ABOVE. G. WINDOW OPENINGS UP TO 6'-0" WIDE. 1. INSTALL 20 GAGE STUDS AT EACH JAMB. 2. AT WINDOW SILLS AND HEADS, INSTALL 20 GAGE HORIZONTAL STUD MEMBERS BETWEEN JAMB STUDS AND SECURELY ATTACH THEM. 3. USE 20 GAGE SHORT STUDS BELOW AND ABOVE WINDOWS TO FILL OUT STUD SYSTEM. 4. ATTACH STUDS TO RUNNERS WITH SPECIFIED FASTENERS ON EACH SIDE OF EACH STUD. H. MISCELLANEOUS SMALL OPENINGS, SUCH AS, BUT NOT LIMITED TO, PASSBOX OPENINGS, PAPER TOWEL DISPENSERS, ELECTRICAL PANELS AND OTHER MISCELLANEOUS ITEMS. 1. FRAME AROUND THE OPENINGS WITH STANDARD GAGE STUDS. 2. ATTACH FRAMING TO ADJACENT STUDS WITH SPECIFIED FASTENERS. I. WHERE OUTLET BOXES OCCUR BETWEEN STUDS, PROVIDE STANDARD GAGE STUD FRAMING AS REQUIRED TO ATTACH BOX IN A PROPER SECURE INSTALLATION. J. WHERE CABINETS WILL BE HUNG, SPACE 20 GAGE STUDS AT 16" O.C. FOR FULL WIDTH OF CABINETS PLUS 16" ON EACH SIDE OF CABINETS. THE REMAINDER OF WALLS MAY THEN BE FRAMED OUT WITH 25 GAUGE STUDS. K. IN LONG RUNS OF WALLS, PROVIDE DOUBLE STUDS, SPACED " APART AT NOT OVER 30'-0" INTERVALS TO CREATE CONTROL JOINTS IN WALLS. SANDWICH FIBERGLASS INSULATION BETWEEN STUDS. L. MAKE UP CORNERS AND INTERSECTIONS SO THAT GYPSUM BOARD WILL BE FULLY SUPPORTED AT 3 4 EDGES. 3.03 INSTALLING STEEL STUDS AND BRACING ABOVE SUSPENDED CEILINGS AND SOFFITS A. FOR NON -CONTINUOUS PARTITIONS WHICH DO NOT EXTEND TO THE UNDERSIDE OF THE DECK ABOVE, PROVIDE STUD DIAGONAL BRACING AT MAXIMUM OF 6-0 OC. B. ATTACH TOP ENDS OF DIAGONAL STUD BRACES TO BOTTOM ELEMENT OF STRUCTURAL FRAMING WITH SPECIFIED FASTENERS, AND ATTACH BOTTOM ENDS TO VERTICAL STUDS WITH TWO TEKS SCREWS. 3.05 FIRE STOPPING A. PROVIDE FIRE STOPPING FOR NON -RATED PARTITIONS WHICH DO NOT EXTEND TO THE DECK ABOVE. B. TERMINATE DRYWALL AT FIRE STOP LOCATIONS, USUALLY 4" TO 6" ABOVE CEILING LINE. SECTION 09510: SUSPENDED ACOUSTICAL CEILINGS PART 1 - GENERAL 1.01 DESCRIPTION A. WORK INCLUDES ALL ACOUSTICAL TILE FOR CEILINGS INCLUDING SUSPENSION GRID. B. RELATED WORK SPECIFIED ELSEWHERE: 1. SECTION 07920: SEALANTS, CAULKING AND SEALS 1.02 COORDINATION A. COORDINATE WITH A TRADE WHOSE WORK CONNECTS WITH, IS AFFECTED BY, OR CONCEALED BY ACOUSTICAL CEILINGS. B. BEFORE PROCEEDING WITH WORK, MAKE CERTAIN ALL REQUIRED INSPECTIONS HAVE BEEN MADE. 1.04 GUARANTEE A. ALL MATERIALS AND WORKMANSHIP FURNISHED UNDER THIS SECTION SHALL BE GUARANTEED BY THE ACOUSTICAL CONTRACTOR FOR A PERIOD OF ONE (1) YEAR FROM THE COMPLETION DATE, AND UPON WRITTEN DEMAND FROM THE CONTRACTOR OR OWNER, SHALL REPLACE ANY DEFECTIVE MATERIALS OR WORKMANSHIP. 1.05 DELIVERY AND STORAGE A. DELIVER ALL MANUFACTURED MATERIALS IN ORIGINAL CONTAINERS BEARING MANUFACTURER'S NAME AND BRAND. B. USE ONLY ONE (1) BRAND FOR EACH TYPE OF TILE THROUGHOUT THE PROJECT. C. STORE MATERIALS WITHIN BUILDING IN LOCATIONS DIRECTED BY THE GENERAL CONTRACTOR. PART 2 -PRODUCTS 2.01 MATERIALS A. TILER. FLAME SPREAD: 25 OR UNDER PER ASTM E-84. 2. FLAME RESISTANCE: CLASS 'A INCOMBUSTIBLE IN ACCORDANCE WITH ASTM 1264, UL LABELED. 3. NCR RANGE: .55 TO .75 4. PATTERNS / DESIGN: b. USG RADAR 2310 24" X 48" LAY -IN PANELS OR EQUAL c. USG RADAR 2310 24" X 24" LAY -IN PANELS OR EQUAL.. B. GRID: NON -FIRE RATED DIRECT HUNG: 1. STANDARD INTERMEDIATE DUTY, INCLUDING MAIN RUNNERS, CROSS TEES, AND WALL ANGLES. 2. FABRICATE OF COLD ROLLED ELECTRO GALVANIZED STEEL WITH STANDARD FACTORY APPLIED WHITE MAT FINISH IN COMPLIANCE WITH ASTM C-635. 3. SIZE: 15/16" WIDE FACE 4. MANUFACTURER/ PRODUCT: ARMSTRONG PRELUDE, OR EQUAL. C. ACCESSORIES: 1. WIRE HANGERS: NOT LESS THAN #12 GALVANIZED STEEL WIRE. 2. WIRE ANCHORS IN CONCRETE: USE ANCHORS TO MEET FIELD CONDITION TIMES A LOAD FACTOR OF TWO. PART 3 - EXECUTION 3.01 INSTALLATION A. INSTALL UNITS TO SUB SURFACES FROM SET -OUT POINTS AND TO PATTERNS SHOWN ON THE DRAWINGS. B. VERIFY LOCATION OF WORK OF OTHERS SO THEIR ITEMS OCCUR IN A WHOLE TILES OR AT JOINTS AS SHOWN. C. INSTALL TILES IN PLACE, FITTING SNUGLY. D. PROVIDE SPACERS OR HOLD-DOWN CLIPS WHERE SHOWN OR WHERE REQUIRED. 3.02 CLEANING AND ADJUSTMENT A. AFTER INSTALLATION, CLEAN ANY SOILED SURFACES; REPLACE ANY DAMAGED UNITS. SECTION 09900: PAINTING AND FINISHING PART 1 - GENERAL 1.01 DESCRIPTION A. SCOPE OF WORK: 1. WORK INCLUDES PRIMING AND/OR PAINTING ALL SURFACES NOT FACTORY FINISHED, INCLUDING FACTORY PRIMED ITEMS, GALVANIZED ITEMS UNLESS SCHEDULE OTHERWISE ON THE DRAWINGS. 2. SURFACE PREPARATION, PRIMING AND COATS OF PAINT SPECIFIED ARE IN ADDITION TO SHOP -PRIMING, EXCEPT AS OTHERWISE SPECIFIED. 3. ITEMS TO BE PAINTED INCLUDE BUT ARE NOT LIMITED TO ALL EXPOSED PIPES AND DUCTS, HANGARS, EXPOSED STEEL AND IRON WORK, AND PRIMED METAL SURFACES OF EQUIPMENT INSTALLED UNDER THE MECHANICAL AND ELECTRICAL WORK, WHICH ARE LEFT EXPOSED. 4. CONCEALED SURFACES: A. UNLESS OTHERWISE INDICATED, PAINTING IS NOT REQUIRED ON SURFACES SUCH AS WALLS OR CEILING IN CONCEALED AREAS AND INACCESSIBLE AREAS, FURRED AREAS, AND PIPE SPACES. B. ALL PIPING, EQUIPMENT, AND OTHER SUCH ITEMS IN CONCEALED SPACES ARE NOT REQUIRED TO BE PAINTED. 5. COPPER, BRONZE, CHROMIUM PLATE, NICKEL, STAINLESS STEEL, ALUMINUM, MONEL METAL, LEAD AND LEAD COATED COPPER ARE NOT TO BE PAINTED OR FINISHED UNLESS SPECIFICALLY SCHEDULED. 1.03 JOB CONDITIONS A. PROTECTION: 1. DO NOT PAINT ANY MOVING PARTS OF OPERATING UNITS, MECHANICAL AND ELECTRICAL PARTS, SUCH AS VALVE AND DAMPER OPERATORS, LINKAGES, SENSING DEVICES, MOTOR AND FAN SHAFTS, UNLESS OTHERWISE INDICATED. 2. DO NOT PAINT OVER ANY CODE -REQUIRE LABELS, SUCH AS UNDERWRITERS LABORATORIES AND FACTORY MUTUAL OR ANY EQUIPMENT IDENTIFICATION, PERFORMANCE RATING, NAME OR NOMENCLATURE PLATES. PART 2 - PRODUCTS 2.01 MATERIALS AND SYSTEMS A. PORTER PAINTS, SHERWIN WILLIAMS, OR APPROVED EQUAL, SHALL BE USED, WITH THINNING NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. B. PAINT COLOR SHALL BE AS DEFINED IN THE FINISH SCHEDULE. C. PAINT MATERIAL USED ON THIS PROJECT SHALL CONTAIN MINIMUM CERTIFIED FLAME AND SMOKE RATINGS, DEPENDING ON THE LOCATION OF THE APPLICATION. CERTIFICATION OF MANUFACTURER'S FLAME AND SMOKE RATINGS SHALL BE AVAILABLE AT THE FINAL INSPECTION. 1. IN CORRIDORS AND ACCESSES TO EXITS SHALL BE MINIMUM CLASS B, HAVING A FLAME SPREAD RATING OF BETWEEN 26 AND 75, AND SMOKE DEVELOPED 0-450, AS DETERMINED BY ASTM -255. 2. IN ALL OTHER AREAS, MINIMUM CLASS C, HAVING A FLAME SPREAD RATING OF BETWEEN 76 AND 200, AND SMOKE DEVELOPED 0-450, AS DETERMINED BY ASTM -255. PART 3 - EXECUTION 3.01 INSPECTION A. EXAMINE ALL SUBSURFACES TO RECEIVE PAINTING AND REPORT IN WRITING TO THE CONTRACTOR, WITH A COPY TO THE ARCHITECT, ANY CONDITIONS DETRIMENTAL TO THE WORK. B. FAILURE TO OBSERVE REQUIREMENT CONSTITUTES A WAIVER TO ANY SUBSEQUENT CLAIMS TO THE CONTRARY, AND HOLDS PAINTING CONTRACTOR RESPONSIBLE FOR ANY CORRECTIONS WHICH MAY BE REQUIRED BY THE ARCHITECT. C. COMMENCEMENT OF THE WORK WILL BE CONSTRUED A ACCEPTANCE OF ALL SUBSURFACES. 3.02 SURFACE PREPARATION A. PROTECT ITEMS NOT TO BE PAINTED OR REMOVE PRIOR TO PAINTING. B. IF REQUIRED TO BE REMOVED, REPOSITION AFTER PAINTING. C. MAKE ANY EXPOSED MISCELLANEOUS METAL ITEMS, SUCH AS STEEL SUPPORTS, ANCHORS, BUCKS, HOLLOW METAL FRAMES AND THE LIKE, CLEAN, FREE OF RUST, DUST, GREASE OR DIRT. D. CLEAN ANY VISIBLE PORTIONS OF THROATS OF GALVANIZED STEEL DUCTWORK WITH SOLVENTS, WIPE DRY WITH CLEAN RAGS, AND PAINT FLAT BLACK. E. MAKE ANY WOOD SURFACES TO BE PAINTED OR STAINED CLEAN, SMOOTH, DRY AND FULLY SANDED. KNOTS AND PITCH POCKETS UNDER PAINT FINISH SHALL BE SEALED WITH SHELLAC. F. FILL JOINTS, CRACKS, NAIL HOLES, DISFIGURATIONS, ETC., WITH PUTTY AFTER PRIMING, THEN SAND SMOOTH. G. SEAL ANY CONCRETE, MASONRY, PLASTER AND SIMILAR SURFACES TO BE PAINTED AND FILL TO SMOOTH, EVEN SURFACES AFTER NEUTRALIZING WITH A WASH OF FOUR POUNDS SULFATE OR ZINC AND ONE GALLON OF WATER. H. REMOVE GREASE AND OIL WITH BENZINE. I. CLEAN THOROUGHLY ANY WALLBOARD SURFACES TO BE PAINTED. J. SPACKLE ANY NAIL HOLES AFTER PRIMING HAS DRIED. K. SAND SMOOTH ALL ROUGH SURFACES. 3.03 WORKMANSHIP A. THOROUGHLY COVER WITH UNIFORM COLOR AND FINISH; THE NUMBER OF COSTS SPECIFIED BEING THE MINIMUM, 4 5 1--_- 6 3.04 APPLICATION A. DURING INTERIOR APPLICATION, MAINTAIN MINIMUM TEMPERATURE OF 65 DEGREES F UNLESS OTHERWISE DIRECTED BY MANUFACTURER'S PRINTED INSTRUCTIONS. B. HOLD TEMPERATURE AS CONSTANT AS POSSIBLE. C. PROVIDE ADEQUATE VENTILATION AT ALL TIMES SO THE HUMIDITY CANNOT RISE ABOVE THE DEW POINT OF THE COLDEST SURFACE TO BE PAINTED. D. PAINT ALL EXPOSED SURFACES OF EVERY MEMBER; PAINT ANYTHING INACCESSIBLE AFTER -INSTALLATION, BEFORE INSTALLATION, IF REQUIRED TO BE PAINTED. E. COLOR CODE AND STENCIL IDENTIFY MECHANICAL EQUIPMENT WHERE REQUIRED IN DIVISION 15 OF THESE SPECIFICATIONS. F. PAINT NO ITEMS FITTED WITH FINISH HARDWARE UNTIL HARDWARE HAS BEEN TEMPORARILY REMOVED. FINISH HARDWARE SHALL NOT BE PAINTED. G. SAND CAREFULLY BETWEEN COATS ALL FINISHES ON SMOOTH SURFACES FOR GOOD ADHESION OF SUBSEQUENT COATS. H. WHERE COVERAGE IS INCOMPLETE OR NOT UNIFORM, PROVIDE AN ADDITIONAL COAT AT NO ADDITIONAL COST TO THE OWNER. I. EACH SUCCEEDING PIGMENTED COAT SHALL BE DISTINGUISHABLY LIGHTER THAN THE PREVIOUS COAT. J. TINT ALL PRIME AND UNDERCOATS TO A COLOR SIMILAR TO FINISH COAT. K. APPLY PUTTY, CAULK OR SPACKLE AFTER SURFACE IS PRIMED AND PRIMER IS DRY. L. APPLY ALL COATINGS WITHOUT REDUCTION EXCEPT AS SPECIFIED BY LABEL INSTRUCTIONS, OR REQUIRED BY THIS SPECIFICATION. M. IN SUCH CASES, REDUCTION SHALL BE THE MINIMUM, PERMITTED. 3.05 COMPLETION AND CLEANING A. ON COMPLETION OF THE WORK, CAREFULLY CLEAN ALL GLASS, HARDWARE, ETC., AND REMOVE ALL MISPLACED PAINT AND STAIN SPOTS OR SPILLS AND LEAVE WORK IN AN ACCEPTABLE CONDITION, 3.06 SCHEDULE OF PAINTING A. INTERIOR: 1. WOOD BASE TRIM AND DOOR CASINGS: a. ONE (1) COAT OF PIGMENTED SHELLAC, TWO (2) COATS OF ALKYD SATIN ENAMEL. b. ALL SURFACES SHALL BE LIGHTLY SANDED BETWEEN COATS TO ASSURE A SMOOTH AND BLEMISH FREE SURFACE. 2. STAINED WOOD DOORS: a. SEMI -GLOSS ALKYD VARNISH FINISH: ONE (1) COAT OF A MIXTURE OF 1 PART SHELLAC AND 5 PARTS DENATURED ALCOHOL, ONE (1) COAT WOOD STAIN TO OWNER'S CHOICE, ONE (1) COAT QUICK -DRY WONDERWOOD SANDING SEALER, AND TWO (2) COATS OF WONDERWOOD STAIN FINISH VARNISH. b. ALL SURFACES SHALL BE LIGHTLY SANDED BETWEEN COATS TO ASSURE A SMOOTH AND BLEMISH FREE SURFACE. 3. STEEL DOORS AND FRAMES: ONE (1) COAT LATEX METAL PRIMER AND TWO (2) COATS ACRYLIC LATEX (METALATEX) SATIN ENAMEL. 4. PAINTED GYPSUM WALLS: a. DRYWALL SHALL RECEIVE ONE (1) COAT OF LATEX PRIMER SEALER AND TWO (2) COATS OF ALKYD SATIN ENAMEL. b. WALLS WHICH ARE TO RECEIVE VINYL WALL -COVERING SHALL BE PRIMED AND SEALED WITH ONE (1) COAT PRIMER UNDERCOAT OR SEALER WARRANTED BY THE MANUFACTURER, PRIMZ FAST DRY SEALER 220-01 OR EQUAL. C. WALLS AND CEILINGS IN ALL JANITOR'S CLOSETS AND CEILINGS OF ALL REST ROOMS SHALL RECEIVE ONE (1) COAT OF VINYL ACRYLIC WALL PRIMER AND ONE (1) COAT OF WATER BORNE EPDXY. d. CONCRETE MASONRY UNITS: ONE (1) COAT ACRI-FILL AND TWO (2) COATS ALKYD SATIN ENAMEL. e. GALVANIZED METAL: ONE (1) COAT ALKYD ZINC DUST COATING AND TWO (2) COATS ALKYD SATIN ENAMEL. DIVISION 10 - SPECIALTIES SECTION 10426 INTERIOR SIGNAGE PART 1 - GENERAL 1.01 DESCRIPTION A. SCOPE OF THE WORK: WORK INCLUDES THE FURNISHING OF LABOR, MATERIALS AND INCIDENTALS NECESSARY TO INSTALL ALL INTERIOR SIGNAGE, AND RESTROOM IDENTIFICATION SIGNAGE, AS SHOWN ON THE DRAWINGS. PART 2 -PRODUCTS 2.01 INTERIOR SIGNS A. GENERAL: 1. FRAMELESS, RECTANGULAR OR SQUARE SHAPES WITH " RADIUSED CORNERS. 2. PHOTO POLYMER PLATE LAMINATED ON 1/8" SOLID PLEXIGLASS. 3. FIELD COLOR: AS SELECTED BY OWNER FROM MANUFACTURER'S STANDARD COLORS. 4. COPY COLOR: BLACK OR WHITE HIGH CONTRAST TO FIELD COLOR. B. ROOM IDENTIFICATION SIGNAGE: 1. SIZE: 1 " HIGH MINIMUM X 8" LONG MAXIMUM. C. IDENTIFICATION a. 5/8" HIGH, UPPER CASE HELVETICA MEDIUM, 1/32" RAISED LETTERS b. GRADE 2 BRAILLE B. RESTROOM IDENTIFICATION SIGNAGE: 1. SIZE: 8"X8" MINIMUM 2. GRAPHICS: 6" PICTOGRAMS IN 1/32" RAISED IMAGE a. 5/8" HIGH UPPER CASE HELVETICA MEDIUM, 1/32" RAISED TEXT b. GRADE 2 BRAILLE 2.02 MANUFACTURER/ MODEL A. KROY, INC., (800) 733-5769 SIGN SYSTEMS, ADA SERIES, OR EQUAL. PART 3 - EXECUTION 3.01 INSTALLATION A. INSTALL ALL INTERIOR SIGNAGE BY USE OF ADHESIVE FOAM TAPE; A SEMI-PERMANENT INSTALLATION. B. MOUNT ALL INTERIOR SIGNAGE ON THE WALL NEXT TO THE DOOR TO THE ROOM OR AREA BEING IDENTIFIED. C. MOUNT SIGN AT 60 -INCHES FROM FINISHED FLOOR TO CENTERLINE OF SIGN, AND 2 -INCHES FROM THE DOOR FRAME. SECTION 10520: FIRE EXTINGUISHERS: PART 1 -GENERAL 1.01 DESCRIPTION A. WORK INCLUDES FIRE EXTINGUISHERS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. PART2-PRODUCTS 2.01 WALL MOUNT BRACKET: LARSEN, B-2 OR EQUAL. 2.02 FIRE EXTINGUISHERS: EQUIP EACH CABINET AND WALL BRACKET WITH 10 LB. ABC TYPE, LARSEN OR EQUAL. PART 3 - EXECUTION 3.01 INSTALLATION A. MOUNT EXTINGUISHERS AND BRACKETS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, SO THAT THE FIRE EXTINGUISHER DOES NOT EXCEED A HEIGHT OF 5'-0" AFF. 5 1 6 ■ VI ..�. , mmIll� w:. POWELLSTU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET • CLERMONT, FLORIDA 34711 PH: (352)874-2340 ■ FAX: (877)680-7183 www.powellstudioarch.com AA# 26002236 • COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0� LLJ F- �--. z N Q Z a) W w W Lu co Ip UUJc� � G uj z O ■ W O Wco O F- u- z o Z O Q W z o Q Q - A C`006 Z cu o W � W z N �- U x F- V W w x PROFESSIONAL SEAL: 0 N iC Q PROJECT NO: PSA2013-25 P2 REVISIONS: e MARK DATE DESCRIPTION ISSUE DATE: AUGUST 26, 2013 m a SPECIFICATIONS ASlm2 VI ..�. , mmIll� w:. J O Z 2 w rn Lh 0 L M 0 d R Cl) N Go M r O N M ❑C A 2 1 3 1 4 1 5 I � 2 I - 3 4 - 5 6 n. P0UJF=LL 5TU0110 A R C HI T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 6807183 www.powelistudioarc[i.com AA# 26002236 0 COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj V �a 0 Jv a W WU)le w o Zw v 0 oc a) 2 Qa t! ° W14 l- Q W0i 34' 00 IL PROFESSIONAL SEA��rr�s®$a, ,O CO. ,C.A/ ,.• •TQ 60046 2 STATE OF :•� "N A LE %%`,,_ Steph>'ltltlrf!p. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: MARK I DATE I DESCRIPTION ISSUE DATE: 7-30-2013 E-00 1 ELECTRICAL LEGEND AND SYMBOLS ELECTRICAL SYMBOL LEGEND GENERAL NOTES: BASIC MATERIALS BASIC MATERIALS CONT. FIRE ALARM/DETECTION SYSTEM 1. 2. LIGHT SWITCHES SHALL BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. RECEPTACLES SHALL BE LOCATED 18 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION T❑ TRANSFORMER Sa SINGLE POLE SWITCH F❑ MANUAL PULL STATION DEVICE, UNLESS OTHERWISE NOTED. ABOVE COUNTER RECEPTACLES SHALL BE MOUNTED 6" (SUBSCRIPT INDICATES ITEM CONTROLLED) ABOVE BACK SPLASH TO CENTERLINE OF DEVICE. LEI 30AR NON-FUSED DISCONNECT SWITCH, SIZE AS NOTED eCEILING SMOKE DETECTOR, PHOTO -ELECTRIC 3. THE EQUIPMENT GROUNDING TERMINAL BARS OF THE NORMAL AND ESSENTIAL ELECTRICAL S3 THREE-WAY SWITCH NF NF DENOTES NON-FUSED TYPE UNLESS OTHERWISE NOTED SYSTEM PANELBOARDS SERVING THE SAME PATIENT VICINITY SHALL BE BONDED TOGETHER WITH L� 30AR 2P FUSED DISCONNECT E = ELEVATOR WITH RECALL CONTACTS AN INSULATED, CONTINUOUS, COPPER CONDUCTOR NOT SMALLER THAN NUMBER 10. S4 FOUR-WAY SWITCH 20AF I = IONIZATION AR DENOTES AMP RATING OF SWITCH 4. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH SP SINGLE POLE SWITCH AF DENOTES AMP FUSE SIZE DUCT SMOKE DETECTOR THEY ARE TO BE INSTALLED. WITH PILOT LIGHT NUMBER OF POLES R = RETURN A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC 110. S= SUPPLY SWIP SINGLE POLE SWITCH WITH WEATHERPROOF COVER MCP R ❑ SUPERVISED CONTROL RELAY B. THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH SIZE - # OF POLES A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL S WPL SINGLE POLE SWITCH � 30/ 3� COMBINATION MAGNETIC MOTOR STARTER, SIZE AS NOTED � DUCT SMOKE REMOTE ALARM INDICATING LAMP, APPURTENANCES IN ACCORDANCE WITH NEC 408. WITH WEATHERPROOF LOCKING COVER 3R 0 3 POLE UNLESS OTHERWISE NOTED WI TEST SWITCH, WALL MOUNTED 72" AFF 5. CRITICAL AND LIFE SAFETY LIGHT SWITCHES SHALL BE ROUTED IN CONDUIT AND BOXES OTHER SK SINGLE POLE KEY SWITCH ENCLOSURE NEMA 1 UNLESS NOTED -8 REMOTE FIRE ALARM WITH TEST SWITCH THAN THAT FOR THE NORMAL BRANCH. ESSENTIAL SYSTEM SWITCHES SHALL BE RED IN COLOR. C� CORNER WALL MOUNTED OCCUPANCY SENSOR NEMA STARTER SIZE COMBINATION AUDIBLE/VISUAL NOTIFICATION DEVICE 6. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE -RESISTIVE ASSEMBLIES, (CLASSIFIED F AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WITHOUT AFFECTING THE Cs> CEILING MOUNTED OCCUPANCY SENSOR ^ BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, XXCD CHIME/FLASHING "FIRE" LIGHT FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: SURFACE MOUNTED CD = CANDELA RATING A. ALL ELECTRICAL BOXES SHALL BE METALLIC. SL SINGLE POLE SWITCH WITH SECURITY LOCKING KEY —�— BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, � COMBINATION AUDIBLENISUAL B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. SLV LOW VOLTAGE SWITCH FLUSH MOUNTED XXCD NOTIFICATION DEVICE CD =CANDELA RATING C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. SF FAN SWITCH ® BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, SURFACE MOUNTED FIRE ALARM SPEAKER WITH STROBE D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY SM MANUAL MOTOR STARTER WITH OVERLOAD HEATERS O CD = CANDELA RATING FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, SMP MANUAL MOTOR STARTER WITH OVERLOAD HEATERS FLUSH MOUNTED E. PROVIDE A WALL AROUND OUTLETS LARGER THAN 16 SQUARE INCHES. THE INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. AND PILOT LIGHT VISUAL SIGNALING UNIT, WALL MOUNTED 1 II-- GROUND OR GROUND ROD AS NOTED (NO AUDIO DEVICE) F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 S D DIMMER SWITCH � FIREMAN'S SQUARE INCHES PER 100 SQUARE FEET. (1500 WATTS UNLESS OTHERWISE INDICATED) —oUp CONDUIT TURNING UP PHONE JACK G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES SHALL BE C)_ -DUPLEX RECEPTACLE DN CONDUIT TURNING DOWNSPRINKLER TS TAMPER SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES, SWITCH CONNECTION G.- TWIST LOCK RECEPTACLE � CONDUIT STUB H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. T FS SPRINKLER WATERFLOW � SURGE PROTECTION TYPE (TVSS) — — — — — EXISTING TO BE REMOVED SWITCH CONNECTION I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 118 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING, SP DUPLEX RECEPTACLE EXISTING TO REMAIN ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE 7. NON-METALLIC RACEWAYS SHALL NOT BE USED TO SERVE ANY PATIENT CARE SPACE. ALL ®WIRING PEDESTAL MOUNTED RECEPTACLE SHALL BE MECHANICALLY PROTECTED BY INSTALLATION IN METALLIC RACEWAYS. NEW ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE ® FLOOR OUTLETRECEPTACLE H CONNECTION TO CLOSURE/ HOLDER 8. ALL DEVICES SHALL BE MOUNTED VERTICAL, UNLESS OTHERWISE NOTED. WITH FLANGE. LIGHTING ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE 9. ALL RECEPTACLES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED UP. ® FLOOR OUTLET BOX WITH TWO DUPLEX RECEPTACLES H CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR 10. THE NUMBER OF ARROWHEADS ON THE HOMERUNS DENOTES THE NUMBER OF CIRCUITS. AND ONE COMBINATION WI VOICEIDATA OUTLET I --O— i FLUORESCENT STRIP FIXTURE O CEILING HEAT DETECTOR 135° UNLESS OTHERWISE 11. ALL NEW PANELS SHALL BE PROVIDED WITH A NEW TYPE WRITTEN DIRECTORY. DUPLEX RECEPTACLE WITH INDICATED. EACH HALF ON SEPARATE CIRCUIT A — - -- FIXTURE DESIGNATION 12. PROVIDE PERMANENT LABEL ON ELECTRICAL PANELS STATING "LOCK/OUT TAG REQUIRED, PANEL (BREAKER SHALL BE TWO POLE WITH COMMON TRIP) FLUORESCENT FIXTURE FACP SHALL NOT BE WORKED ON WHILE ENERGIZED". 2 a r� FIRE ALARM CONTROL PANEL DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER ` LOWER CASE LETTER INDICATES DUPLEX SAFETY RECEPTACLE MOUNT ��� CONTROL CIRCUIT SWITCH LEG FATC FIRE ALARM TERMINAL CABINET COVERPLATES WITH SPANNER HEAD SCREWS —CIRCUIT NUMBER DUPLEX RECEPTACLE WITH TOP HALF SWITCHED FLUORESCENT FIXTURE DIAGONAL SHADING DENOTES FAAP —�- FIRE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED TO LIGHT FIXTURE CONNECTED TO EMERGENCY POWER SOURCE. E)- SIMPLEX RECEPTACLE (EWC DENOTES EWC ELECTRIC WATER COOLER. COORDINATE WITH EWC INSTALLER FOR MOUNTING HEIGHT) Q FLUORESCENT WALL MOUNTED FIXTURE WITH F FIRE ALARM SYSTEM CONDUIT AND WIRING � WALL OUTLET BOX GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. WP 0 DOWNLIGHT FIXTURE - EO FIREMAN'S ELEVATOR WARNING LIGHT GFI RECEPTACLE MOUNTED ABOVE COUNTER WALL WASH FIXTURE TWO DUPLEX RECEPTACLES WITH COMMON COVER EXIT LIGHT FIXTURE TWO DUPLEX RECEPTACLES WITH COMMON COVER ® DIRECTION ARROWS AS SHOWN MOUNTED ABOVE COUNTER (SHADED QUADRANT INDICATES FACE(S) OF FIXTURE) ISOLATED GROUND DUPLEX RECEPTACLE, �0 WALL MOUNTED EXIT LIGHT FIXTURE IG (ORANGE DEVICE) COMM./TV/SECURITY RACEWAY SYSTEM © CLOCK RECEPTACLE ® SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED a TELEPHONE OUTLET BACK BOX �❑ LIGHTING CONTROL TIME CLOCK C = ABOVE THE COUNTER ® W =WALL MOUNTED PHOTOCELL, MOUNTED ON ROOF FACING NORTH DATA OUTLET BACK BOX GN GROUND BAR DATA OUTLET BACK BOX WITH TWO JACKS ® PLUG-IN STRIP WITH RECEPTACLES, 18" O.C. UNLESS 2 OTHERWISE INDICATED TTB JUNCTION BOX ® TELEPHONE/COMPUTER TERMINAL BOARD ■ CONDUIT SEAL -OFF FITTINGS 79 TELEVISION SIGNAL WALL OUTLET SS 1 SURGE SUPPRESSOR KEY PAD 1 =SERVICE ENTRANCE DEVICE 2 = DISTRIBUTION BOARD DEVICE 2 = PANELBOARD DEVICE w CARD READER ST SHUNT -TRIP BUTTON - FLUSH MOUNTED UNLESS OTHERWISE NOTED NEMA 3R FOR EXTERIOR LOCATIONS REMOTE PUSH BUTTON © POWER CONNECTION TO EQUIPMENT O ELECTRIC HAND DRYER NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. I � 2 I - 3 4 - 5 6 n. P0UJF=LL 5TU0110 A R C HI T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 6807183 www.powelistudioarc[i.com AA# 26002236 0 COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj V �a 0 Jv a W WU)le w o Zw v 0 oc a) 2 Qa t! ° W14 l- Q W0i 34' 00 IL PROFESSIONAL SEA��rr�s®$a, ,O CO. ,C.A/ ,.• •TQ 60046 2 STATE OF :•� "N A LE %%`,,_ Steph>'ltltlrf!p. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: MARK I DATE I DESCRIPTION ISSUE DATE: 7-30-2013 E-00 1 ELECTRICAL LEGEND AND SYMBOLS n C ri 2 DIVISION 16 - ELECTRICAL 16010 BASIC ELECTRICAL REQUIREMENTS A. SCOPE OF WORK: THE WORK PROVIDED UNDER THIS DIVISION SHALL INCLUDE ALL LABOR, MATERIALS, PERMITS, INSPECTIONS AND REINSPECTION FEES, TOOLS, EQUIPMENT, TRANSPORTATION, INSURANCE, TEMPORARY PROTECTION, TEMPORARY LIGHTING, SUPERVISION AND INCIDENTAL ITEMS ESSENTIAL FOR PROPER INSTALLATION AND OPERATION, EVEN THOUGH NOT SPECIFICALLY MENTIONED OR INDICATED BUT WHICH ARE USUALLY PROVIDED OR ARE ESSENTIAL FOR PROPER INSTALLATION AND OPERATION OF ALL ELECTRICAL SYSTEMS AS INDICATED IN CONTRACT DOCUMENTS. B. NOTICES: GIVE ALL NOTICES, FILE ALL PLANS, PAY ALL FEES, OBTAIN ALL PERMITS AND APPROVALS FROM AUTHORITIES HAVING JURISDICTION. INCLUDE ALL FEES IN THE BID PRICE. C. INTERPRETATION OF DRAWINGS: 1. THE DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW EXACT LOCATIONS OF CONDUIT RUNS, OUTLET BOXES, JUNCTION BOXES, PULL BOXES, ETC. THE LOCATIONS OF EQUIPMENT APPLIANCES, FIXTURES, CONDUITS, OUTLETS, BOXES AND SIMILAR DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. EXACT LOCATIONS SHALL BE AS ACCEPTED BY THE ENGINEER DURING CONSTRUCTION. OBTAIN IN THE FIELD ALL INFORMATION RELEVANT TO THE PLACING OF ELECTRICAL WORK AND IN CASE OF INTERFERENCE WITH OTHER WORK, PROCEED AS DIRECTED BY THE ENGINEER AND PROVIDE ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THE WORK IN AN ACCEPTABLE MANNER. 2. DISCREPANCIES: NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOUND DURING CONSTRUCTION OF THE PROJECT AND DO NOT PROCEED WITH THAT PORTION OF THE PROJECT, UNTIL A WRITTEN DEFINITIVE STATEMENT IS RECEIVED PROVIDING CLEAR DIRECTION. IF A CONFLICT EXISTS BETWEEN THE CONTRACT DOCUMENTS AND ANY APPLICABLE CODE OR STANDARD, THE MOST STRINGENT REQUIREMENT SHALL BE INCLUDED FOR THIS PROJECT. THE ENGINEER SHALL MAKE THE DECISION REGARDING QUESTIONABLE AREAS OF CONFLICT. 3. WIRING: EACH THREE-PHASE CIRCUIT SHALL BE RUN IN A SEPARATE CONDUIT UNLESS OTHERWISE SHOWN ON THE DRAWINGS. UNLESS OTHERWISE ACCEPTED BY THE ENGINEER, CONDUIT SHALL NOT BE INSTALLED EXPOSED UNLESS SPECIFICALLY DIRECTED TO BE CONCEALED. WHERE CIRCUITS ARE SHOWN AS "HOME -RUNS" ALL NECESSARY FITTINGS AND BOXES SHALL BE PROVIDED FOR A COMPLETE RACEWAY INSTALLATION. D. INVESTIGATION ON SITE 1. GENERAL: CONDITIONS BEFORE COMMENCING THE WORK, VERIFY EXISTING AT THE PREMISES INCLUDING, BUT NOT LIMITED T0, EXISTING STRUCTURAL FRAME LOCATION AND ALL DIMENSIONS; EXISTING OPENINGSAND CHARACTERISTICS, EXISTING WALL AND PARTITION LOCATIONS, CHARACTERISTICS AND RELATIONSHIP TO EACH OTHER; EXISTING MECHANICAL AND ELECTRICAL WORK, EQUIPMENT TYPE, AND SHALL EXAMINE ALL ADJOINING WORK ON WHICH HIS WORK IF ANYWAY DEPENDENT FOR ITS PERFECT EFFICIENCY ACCORDING TO THE INTENT OF THE CONTRACT DOCUMENTS. 2. POWER OUTAGE: SPECIAL ATTENTION IS CALLED TO THE FACT THAT WORK INVOLVED IS IN CONNECTION WITH EXISTING BUILDINGS WHICH REMAIN IN OPERATION WHILE WORK IS BEING PERFORMED. WORK MUST BE DONE IN ACCORDANCE WITH THE PRIORITY SCHEDULE. SCHEDULE WORK FOR A MINIMUM OUTAGE TO OWNER. REQUEST WRITTEN PERMISSION AND RECEIVE WRITTEN ACCEPTANCE FROM THE OWNER NO LATER THAN 24 HOURS IN ADVANCE OF ALL POWER AND COMMUNICATION SHUT -DOWNS. PERFORM WORK REQUIRED AT OTHER THAN STANDARD WORKING HOURS WHERE OUTAGES CANNOT BE ACCEPTED BY OWNER DURING REGULAR WORKING HOURS. PROTECT EXISTING BUILDINGS AND EQUIPMENT DURING CONSTRUCTION. 3. SPECIAL CONSIDERATIONS: SPECIAL ATTENTION IS CALLED TO THE FACT THAT THERE WILL BE PIPING, FIXTURES OR OTHER ITEMS IN THE EXISTING BUILDING WHICH MUST BE REMOVED OR RELOCATED IN ORDER TO PERFORM THE ALTERATION WORK. BID SHALL INCLUDE ALL REMOVAL AND RELOCATION REQUIRED FOR COMPLETION OF THE ALTERATIONS AND THE NEW CONSTRUCTION. 4. DEMOLITION - GENERAL: DURING THE EXECUTION OF WORK, ALL REQUIRED RELOCATION, REROUTING, ETC., OF EXISTING EQUIPMENT AND SYSTEMS IN THE EXISTING BUILDING AREAS WHERE THE WORK IS REQUIRED, SHALL BE PERFORMED BY THE CONTRACTOR, AS INDICATED ON THE DRAWINGS, OR AS REQUIRED BY JOB CONDITIONS AND AS DETERMINED BY THE ARCHITECT IN THE FIELD, TO FACILITATE THE INSTALLATION OF THE NEW SYSTEMS. THE OWNER SHALL REQUIRE CONTINUOUS OPERATION OF THE EXISTING SYSTEMS, WHILE DEMOLITION, RELOCATION WORK OR NEW TIE-INS ARE PERFORMED. 5. OWNER'S SALVAGE: THE OWNER RESERVES THE RIGHT TO INSPECT THE MATERIAL SCHEDULED FOR REMOVAL AND SALVAGE ANY ITEMS HE DEEMS USABLE AS SPARE PARTS. E. EXISTING CONDITIONS: 1. SUPPORT: ALL EXISTING CONDUIT AND CABLES WITHIN THE AREA OF RENOVATION SHALL BE PROVIDED WITH PROPER SUPPORTS AS SPECIFIED FOR NEWWORK IN OTHER SECTIONS OF THIS SPECIFICATION. 2. INSTALLATION: ALL EXISTING ELECTRICAL WHICH IS DESIGNATED FOR REWORKING OR REQUIRES RELOCATION, REPAIR OR ADJUSTMENT SHALL CONFORM TO ALL APPLICABLE CODES AND SHALL BE TREATED AS NEW WORK COMPLYING TO ALL SECTIONS OF THIS SPECIFICATION. 3. VIOLATIONS: WHERE EXISTING CONDITIONS ARE DISCOVERED WHICH ARE NOT IN COMPLIANCE WITH THE CODES AND STANDARDS, THE CONTRACTOR SHALL SUBMIT PROPER DOCUMENTATION TO THE ARCHITECT FOR CLARIFICATION AND CORRECTIVE WORK DIRECTION. EXISTING CONDITIONS SHALL NOT REMAIN WHICH WILL CREATE A DISAPPROVAL OF THE RENOVATED AREA. 4. PATCHING: ALL EXISTING CONDUIT AND CABLE PENETRATIONS SHALL BE PROPERLY FIRE TREATED PER CODE AND SPECIFICATION REQUIREMENTS. THE CONTRACTOR SHALL THOROUGHLY INSPECT ALL EXISTING LOCATIONS AND INCLUDE THE COST OF PATCHING AND REPAIR IN HIS PROPOSED CONSTRUCTION COST. F. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS AND SHALL BE EITHER U.L. LABELED, U.L. LISTED OR BEAR THE SEAL OF A NATIONALLY RECOGNIZED ELECTRICAL TESTING LABORATORY. G. SHOP DRAWINGS ARE REQUIRED FOR ALL MATERIALS AND EQUIPMENT. H. ALL EQUIPMENT SHALL BE FIRMLY MOUNTED USING APPROVED HANGERS ATTACHED TO STRUCTURAL PORTIONS OF THE BUILDING. SUPPORTING WITH TIE WIRE IS PROHIBITED. LIGHT FIXTURES RECESSED IN CEILINGS SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE INDEPENDENT OF THE CEILING SYSTEM. I. SERVICE AND METERING SHALL MEET THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY AND ALL PROVISIONS OF NAPA 70. TEMPORARY LIGHT AND POWER SHALL BE PROVIDED AS REQUIRED. J. SYSTEMS GUARANTEE: PROVIDE A ONE-YEAR GUARANTEE. THIS GUARANTEE SHALL BE BY THE CONTRACTOR TO THE OWNER FOR ANY DEFECTIVE WORKMANSHIP OR MATERIAL WHICH HAS BEEN PROVIDED UNDER THIS CONTRACT AT NO COST TO THE OWNER FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE SYSTEM. THE GUARANTEE SHALL INCLUDE ALL LAMPS, FOR NINETY DAYS AFTER DATE OF SUBSTANTIAL COMPLETION OF THE SYSTEM. EXPLAIN THE PROVISIONS OF GUARANTEE TO THE OWNER AT THE "DEMONSTRATION OF COMPLETED SYSTEM". 2 3 ELECTRICAL SPECIFICATIONS 16020 TEST AND PERFORMANCE VERIFICATION 4 A. EQUIPMENT AND APPLICATIONS SHALL BE PER NEMA STANDARDS. B. CABLES, MOTORS, GROUNDS, TRANSFORMERS, AND THE EMERGENCY SYSTEM SHALL BE THOROUGHLY TESTED. CONTRACTOR SHALL PROVIDE A REPORT INDICATING THE RESULTS OF ALL TESTS. 16030 ELECTRICAL IDENTIFICATION A. LANGUAGE ALL IDENTIFICATION SHALL BE IN ENGLISH. B. CONDUITS SYSTEM MARKERS SHALL BE ENGRAVED PLASTIC, LAMINATE NAMEPLATES AND SHALL BE ADHESIVE OR PRE -TENSIONED SNAP ON COLOR CODED, SYSTEM MARKING MATERIALS. C. IDENTIFICATION: IDENTIFY ALL RACEWAYS PROVIDED OR UTILIZED AS PART OF THIS PROJECT AS FOLLOWS; 1. APPLY BANDS 10 FEET ON CENTER ALONG THE RACEWAY SYSTEM AND AT EACH SIDE OF WALLS OR FLOORS, AND AT BRANCHES FROM MAINS. 2. IDENTIFY THE FOLLOWING SERVICES; SERVICE LABEL A. LOW VOLTAGE 120/208 VOLTAGE B. FIRE ALARM FIRE ALARM C. TELEPHONE TELEPHONE EQUIPMENT BRANCH EQUIPMENT BRANCH 3. SPOT PAINTING ON ROUGH -IN; A. CONDUIT, RACEWAYS, BOXES, BACKBONES, PANELBOARDS, ETC. SHALL BE SPOT PAINTED. CONDUIT SHALL BE IDENTIFIED WITHIN 6 INCHES OF THE BOX OR ENCLOSURE. THE ENTIRE BOX AND COVERPLATE SHALL BE PAINTED. B. USE FOLLOWING COLORS FOR COLOR BANDS AND FOR COLOR CODING; SYSTEM 1) EQUIPMENT BRANCH 2) NORMAL POWER 3) MISCELLANEOUS COMMUNICATIONS 4) FIRE ALARM 5) TELEPHONBCOMPUTER C. CABLE AND CONDUCTOR IDENTIFICATION WILL BE AS PER NFPA 70. D, OPERATIONAL SIGNAGE SHALL BE PROVIDED WHERE REQUIRED. 16110 BASIC MATERIALS AND METHODS A. RACEWAYS AND FITTINGS: COLOR KELLY GREEN WHITE BROWN RED BLACK 1. ALL WIRING SHALL BE INSTALLED IN APPROPRIATE RACEWAY SYSTEMS OF RIGID GALVANIZED CONDUIT, ELECTRIC METALLIC TUBING, FLEXIBLE STEEL CONDUIT AND LIQUID -TIGHT FLEXIBLE CONDUIT AS CONDITIONS AND CODES DICTATE. EMT SHALL BE JOINED WITH STEEL COMPRESSION TYPE FITTINGS. 2. ALL CONDUIT SHALL HAVE AN INSULATED COPPER EQUIPMENT GROUNDING CONDUCTOR THROUGHOUT THE ENTIRE LENGTH OF THE CIRCUIT WITHIN THE CONDUIT. 16120 WIRES AND CABLES A. ALL BRANCH CIRCUITS SHALL BE COPPER WITH THHN / THWN INSULATION. MINIMUM SIZE #12 AWG. B. FEEDERS AND SUBFEEDERS SIZE #4 AND LARGER SHALL BE XXHW COPPER. C. COLOR CODING SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE, LATEST ADOPTED EDITION SPECIFICALLY. PHASE CONDUCTORS OF EACH VOLTAGE SYSTEM MUST BE OF A DIFFERENT COLOR, NEUTRALS SHALL BE WHITE FOR 120/208. EQUIPMENT GROUNDING CONDUCTORS SHALL BE GREEN INSULATED. 16130 OUTLET BOXES A. OUTLET BOXES: OUTLET BOXES SHALL BE ONE PIECE OR PROJECTION WELDED, GALVANIZED STAMPED STEEL FOR GANG SIZES REQUIRED. SECTIONAL BOXES ARE NOT ACCEPTABLE. BOXES SHALL BE 4" SQUARE AND 1-1/2" DEEP GENERALLY. LARGER BOXES SHALL BE USED AS REQUIRED BY CODE. 16140 WIRING DEVICES A. ALL RECEPTACLES SHALL BE 20 AMP, 125 VOLT GROUNDING TYPE, (SPECIFICATION GRADE) AND MOUNTED AT 18" AFF. U.O.N. B. SWITCHES SHALL BE 20 AMP, 125V SILENT TYPE, SPECIFICATION GRADE, AND MOUNTED AT 48" AFF. C. RECEPTACLES LOCATED WHERE WATER OR WET CONDITIONS EXIST SHALL BE ON GROUND FAULT CIRCUITS. D. DEVICE PLATES TYPE MATERIAL & COLORS TO BE AS DIRECTED BY ARCHITECT. COORDINATE WITH ARCHITECT PRIOR TO PROCUREMENT. E. APPROVED MANUFACTURERS: HUBBELL, PASS & SEYMOR, LEVITON. 16425 SERVICE AND DISTRIBUTION 3 A. EXISTING SERVICE FROM TRANSFORMER TO MAIN SERVICE EQUIPMENT SHALL REMAIN. 4 5 16480 SAFETY SWITCHES AND MOTOR CONTROLS A. MOTOR STARTERS SHALL BE ACROSS -THE -LINE MAGNETIC TYPE SIZED FOR MOTOR HORSEPOWER. OVERLOADS SHALL BE PROVIDED IN EACH PHASE. HAND -OFF -AUTO SELECTOR SWITCHES, RUN PILOT LIGHTS AND AUXILIARY CONTACTS SHALL BE INCLUDED. CONTROL SHALL BE 120V, B. ALL CONTROL, ALARM AND INTERLOCK WIRING SHALL BE IN CONDUIT AND SHALL BE COLOR CODED. C. DISCONNECT SWITCHES SHALL BE HEAVY DUTY AND SHALL USE A QUICK -MAKE, QUICK -BREAK MECHANISM WITH AN ENCLOSURE OF A NEMA TYPE CONFORMING TO AREA IN WHICH IT IS INSTALLED. DISCONNECTS FOR MOTORS SHALL BE HORSEPOWER RATED. D. APPROVED MANUFACTURERS: SQUARE D, GE, CUTLER HAMMER, SIEMENS. 16500 LIGHTING A. LIGHTING SHALL BE DESIGNED FOR TYPE OF TASK INVOLVED AND SHALL MATCH EXISTING LAMP TYPE AND CCT. B. EXIT LIGHTS AND EMERGENCY EGRESS LIGHTING SHALL BE SERVED FROM THE EMERGENCY POWER SYSTEM/LIFE SAFETY BRANCH. D C. FLUORESCENT BALLASTS SHALL BE AUTOMATIC RESET THERMAL PROTECTED, CBM-ETL SERIES, SOUND RATED, HIGH POWER FACTOR TYPE. U.L. CLASS P BALLASTS SHALL BE FURNISHED WITH EXTERNAL FUSING. ALL BALLASTS SHALL BE OF THE ELECTRONIC TYPE WITH SIMULTANEOUS HOT/NEUTRAL DISCONNECT. 16550 LIGHTING CONTROLS A. PROVIDE A LOW VOLTAGE CONTROL SYSTEM FOR CONTROL OF LIGHTING SYSTEMS. SYSTEM SHALL INCLUDE LOW VOLTAGE CONTROL PANEL, LIGHTING CONTROL SWITCHES AND PANELS, MOTION SENSORS, AND ALL ASSOCIATED WIRING. B. APPROVED MANUFACTURER: HUBBELL, SENSOR SWITCH, WATTSTOPPER, LUTRON C. ALL WALL MOUNTED OCCUPANCY SENSORS IN OFFICE SPACES SHALL BE INFRARED 0-30MIN ADJUSTABLE WITH 20A RATED POWER PACKS RATED FOR LOAD CONTROLLED. D. ALL CEILING MOUNTED OCCUPANCY SENSORS SHALL BE ULTRASONIC 0-30 MIN ADJUSTABLE 20A RATED POWER PACKS RATED FRO LOAD CONTROLLED. 16709 SURGE SUPPRESSION, BONDING AND GROUNDING A. SURGE SUPPRESSION EQUIPMENT SHALL BE PROVIDED FOR ALL NEW DISTRIBUTION EQUIPMENT. IT SHALL BE INSTALLED ON THE MAIN ELECTRICAL SERVICE, ALL DISTRIBUTION PANELS AND SELECTED SUB -PANELS, POWER SUPPLIES OF SPECIAL SYSTEMS, AND ON CIRCUITS FEEDING SELECTED MAJOR ITEMS THAT HAVE A SENSITIVE ELECTRICAL NATURE. A BONDING AND SINGLE POINT GROUNDING SYSTEM SHALL BE PROVIDED TO INTERCONNECT THE MAIN ELECTRIC SERVICE GROUND. 16720 FIRE ALARM SYSTEM A. EXISTING FIRE ALARM AND DETECTION: ELECTRICALLY SUPERVISED, FULLY ADDRESSABLE, 24V D.C. FIRE ALARM SYSTEM SHALL REMAIN AND SHALL INCLUDING THE FOLLOWING: WHERE NOTED ON THE FIRE ALARM PLAN: 1. DUCT LOCATED PHOTOELECTRIC TYPE DETECTORS AND AREA CEILING PHOTOELECTRIC DETECTORS. 2. FAN SHUT DOWN, SMOKE DOOR CLOSURE, AND SMOKE DAMPER CONTROL, WHERE REQUIRED. 3. FIRE ALARM, DOUBLE ACTION MANUAL PULL STATIONS. 4. SPRINKLER SYSTEM WATER FLOW SWITCH AND VALVE ALARM. 5. ALARM SIGNALS FROM WITH FLASHING LIGHTS. (ADA COMPLIANT.) 16740 TELEPHONE/DATA RACEWAY SYSTEM A. TELEPHONE SYSTEM: CONDUIT, OUTLET BOXES AND TERMINAL BOARDS LOCATED IN TELEPHONE EQUIPMENT CLOSETS SHALL BE PROVIDED. COMPUTER TERMINAL LINE, LOCATIONS SHALL BE REVIEWED AND PROVISIONS MADE FOR DATA LINES AND TERMINATIONS. 5 F=0UJr LL 5TU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34/11 PH: (352) 874-2340 ■ FAX: (877) 680.7183 www.powelistudloarch.com AA# 26002236 0 COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj z Uj =Z u •a z a Uj w•�_� Q m J N z m w 00EWo w LL Uj Imm ( 30. Z W ANA W a Wo OQ z 0. 0 C a �. — 4610 Z CD Uj Im Wo�� a. PROFESSIONAL SEAL: Q.a Si'9DOi CL 0�_m •iV W r 0• r A Gt P1 d zoo '1,801110% PROJECT NO: PSA2013-25 REVISIONS: MARK DESCRIPTION DATE ISSUE DATE: 7-30-2013 E-002 ELECTRICAL SPECIFICATIONS M J U W U a a w Y a w J O Z 2 w Ln O M LO w U g a F - w Y w J O Z m w Tn L6 0 M to M 0 N 0 U Q M M N 00 M a s N r T_ A R C' :H I T E C' T A j' , ..E - ARCHITECTURE 1 INTERIOR DESIGN 1318 BOWMAN SIRLFF ■ CLERMONT, FLORIDA 34711 PH: '(352) 874-2340 ■ FAX: (877) 680-7183 www.powel lstudi oarcl).coni AA# 26002236 U COPYRIGHT 2013 POWELL STUDIO ARCHrrECFURE, LLC.', THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: '321.639.8986 www.tic-engineers.com COA #15 _ TLC NO. 513075 b Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: UU H F- Z aW rZ M_oo V LU z100 DO � _ r J O�W0 J L.�LLr Uj CL LLJ mZCl) ` ,o J0Q Zv O �o z c Z� _ W FU (D 1" Cn a. PROFESSIONAL SEAL—. . as+ • ,y , w (S)••• Cij r{ , a° F p Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION �- ISSUE DATE: 7-30-2013 :l '02 LIGHTING PLAN f. M J Q U O d w U Q CL H w Y Q J O Z 2 w Lh C) r w U (L w Y Q w J O Z w 0) 16 I,- 0 M r Cl) O N 0 X M N 00 M 0 N POWELL 5TU010 A R C H IT E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLFRMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudloarch.com AA# 26002236 0 COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, U.C. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj 111111111111011 z aW VIZ W •-_a goo (a) w•�_� Z°0mo U) 0QLL o cQ. z�-oc TLL. V 0111111110 �� W 1��Z WU) =zCO �M�W o Jia Zv OCa C �(1)�z QCL _ �°Uj2 Z' -Q= Uj W � 1- � �.Ma PROFESSIONAL SEAL: ;U O:Z � Wv ids :,_ ..� �F• O�. �"�•. Florida e Licen 0046 PROJECT NO: PSA2013-25 REVISIONS: DESCRIPTION MARK DATE ISSUE DATE: 7-30-2013 E-200 ELECTRICAL ONE -LINE DIAGRAMS t LU LL .'5TU010 A R C H IT E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET • CLERMONT, FLORIDA 34711 PH: (352) 874-2340 • FAX: (877) 6807183 www.powellstudioarch.com AA# 26002236 0 COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: w z w U J Q U O a LU Q a Y Q w J O _Z m w v7 ui 0 ch Ln w U a w Y Q w J O _Z 2 w (n r` 0 M W) Cl) r O N 0 O *00U) 0 JV Q ♦i W 0 z� 0 �a Q• 0 Z2 ru CL a m 0 z FD L 0 r-47-1 gbO 0 oc O LL 0 O U. z Q W 2 H PROFESSIONAL SEAL: 11°0.'CO® � m C� 4- -7 0 P 4Q Uj Z i F16fiafvkiw* *0046 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: 7-30-2013 E-201 PANEL SCHEDULES I.L J Q U O a w U Q n. w Y Q J 0 Z w U 0 M w U g F - w Y °d• w J O Z 2 w U L6 ti 0 M r M r O 7 N 0 0 `k Go N Go 0 N r P0LUr=LL5TU010 A R C 'H IT E GT U R F ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powelistudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT, THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj Lu z U W= •-_a goo (a) Uj 0 w Z ca 0 • J U. U) z oa _W� C, o 0 o ` u J - m3:z Q0 LU W �zU) C JoQ z� CL 0 C � 4) Qa �°W � z' X LLJ Wo �a PROFESSION,41,'3 I P"1 °"o 0 V•• ..........Cows�'i 2 04 Q�Z� 0: W � lo 9 i'164E9► Stephen Cotton, P.E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: 7-30-2013 E-300 ELECTRICAL DETAILS F;" J U O CL w Q w Y J O z w Lb0 Cl) w U a w Y Q w J O z 5 w Tn Lh 0 M r r O N 0 a G �w. POWELL STU010 A RC H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREEI ■ CLERMONT, FLORIDA 34711 PH: )352) 874-2340 ■ FAX: (877) 6807183 www.powellstudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj 11111111111111110 I-- z QW Z u .= LU ■- Vw-�� m�o z M CO j .JLL J C w 0 Q �Wo J ` LL Q�°WF-�z W CL 0 0zcQn �m�W o JoQ z� W� CL o C � 4) Q CL �I Z°' ru o PROFESSIONAL SEAL: T 0 i �i r X. . A P �.: 441 E E b , P.E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: DESCRIPTION MARK DATE ISSUE DATE: 7-30-2013 -301 ELECTRICAL DETAILS A B C 1 00 0 0 v oM co 0 N C6 2 PACKAGED ROOFTOP UNIT SCHEDULE 3 AIR DEVICE SCHEDULE MARK SYMBOL CFM NECK FACE SIZE DESCRIPTION BHP ELECTRICAL DATA BTU SIZE LENGTH -CUBIC FEET PER MINUTE A EVAPORATOR 000.110 60 24x24 BASIS OF DESIGN: PRICE - ASCD PLAN MODEL TOTAL TOTAL EXT. SP (IN MOTOR 111-200 80 2024 SQUARE CONE DIFFUSER (3 CONES) GPM MIN. CIRCUIT KW VOLTS/ 201-330 100 2424 COLOR: WHITE HP _ DB WB 331-470 120 24x24 MATERIAL: ALUMINUM - SILICON AMPACITY MOCP 471-640 140 2424 COATED STEEL PSIG 1.5 641-740 160 -- 2024 OPPOSED BLADE DAMPERS: NO 10.4 38 000.110 60 12x12 415 2400 0.80 In-wg © 111-200 80 12x12 58 74 10.4 201.330 100 1202 1. ALL RTUS WILL HAVE VIBROCURB ISOLATOR 6. PROVIDE SINGLE POINT ELECTRICAL CONNECTION 000.600 8x24 2424 BASIS OF DESIGN: PRICE - 80 8. MIN SEER =13 © 9. PROVIDE UNIT WITH FREEZE STAT CONTROL. 601-900 12x24 24x24 EGGCRATE FOR RETURN OR EXHAUST B 901-2500 24x24 2424 COLOR: WHITE EXT. SP (IN z�m0 MATERIAL: ALUMINUM Mark Model FAN TYPE CFM WG) RPM WATTS OPPOSED BLADE DAMPERS: NO DRIVE TYPE ® © 000.600 12x12 12x12 120 120/1 DRIVE EF -2 SP SERIES CEILING 75 0 25 in-wg 1500 120 120/1 DRIVE NOTES; 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR DETERMINATION OF APPROPRIATE BORDER TYPES FOR EACH AIR DEVICE. W4 o -a 2. PROVIDE SPEED CONTROLLER 5. INTERLOCK WITH LIGHT WITH 5 MIN DELAY SWITCH. 2. AIR DEVICES LOCATED IN SMALL ROOMS WHERE FULL 24"x24" GRID ARE NOT AVAILABLE SHALL BE PROVIDED WITH SURFACE MOUNTING BORDERS IN LIEU OF LAY -IN. SECURE EACH DEVICE TO CEILING GRID WITH FIELD -FABRICATED SUPPORTS. 3. PROVIDE VIBRATION ISOLATOR 3. MAXIMUM NC RATING OF 25. toff NOTE: MECHANICAL CONTRACTOR IS RESPONSIBLE FOR SPECIALTY STRUCTURAL SUPPORTS NOT PROVIDED BY STRUCTURAL DRAWINGS. NEW RTU 16 GA x 2" G-90 GALV. STEEL STRAP FOR CONNECTION TO BAR JOIST, DO NOT DRILL JOIST. WRAP STRAP AROUND JOIST MEMBER AND BOLT THRU TO ITSELF. SEE ARCHITECTURAL DRAWINGS FOR COORDINATION HEAVY -GAUGE GALVANIZED RTU BASE RAIL 31 " GALVANIZED HARDWARE W/ WASHERS BOTH SIDES 16 GA x 2" G-90 GALV. STEELSTRAP -.------------- FLASHING ROOF CURB 31B" HARDWARE W/ WASHERS BOTH' SIDES (TYP.) ATTACH LOWER STRAP TO STRUCTURAL STEEL / FRAMING AROUND ROOF OPENING, OR SIMILAR RIGIDLY ANCHORED BUILDING MEMBER. RTU TIE DOWN 12" = 1'-011 �- BAR JOIST ROOF SYSTEM 2 HANGER STRAPS MINIMUM V WIDE 60" MAX (1524 mm) MINIMUM 20 \ GAUGE STEEL \ DUCT -CONNECT TO STRUCTURE ABOVE USING SIMPSON PDPH SERIES FASTENERS FOR SUPPORT INTO POST TENSION SLAB. FASTENERS SHALL NOT PENETRATE SLAB MORE THAN 3 /4 "(TYPICAL) UNLESS FOOT OF STRAP IS PLACED UNDER A BOTTOM REINFORCEMENT AIRFLOWS FAN DATA MINIMUM SPACING OF HANGERS TO BE 4FT, MAXIMUM SPACING TO BE 8FT. AFR COOLING COIL BHP ELECTRICAL DATA BTU C _ SMACNA. HVAC DUCT CONSTRUCTION -CUBIC FEET PER MINUTE DN EVAPORATOR EA CAPACITY EAT UNIT DATA PLAN MODEL TOTAL TOTAL EXT. SP (IN MOTOR EAT , LAT SENSIBLE TOTAL GPM MIN. CIRCUIT KW VOLTS/ MARK NUMBER OA CFM CFM WG) -LEAVING WATER TEMPERATURE HP _ DB WB DB WB MBH MBH KW AMPACITY MOCP PHASE RTU -1 50HCA07 415 2400 0.80 In-wg PSIG 1.5 78.10 °F 65.50 °F 55.00 °F 54.90 °F 58 74 10.4 38 50 208/3 RTU -2 50HCA07 415 2400 0.80 In-wg -TOTAL STATIC PRESSURE 1.5 78.10 °F 65.50 °F 55.00 °F 54.90 °F 58 74 10.4 38 50 208/3 1. ALL RTUS WILL HAVE VIBROCURB ISOLATOR 6. PROVIDE SINGLE POINT ELECTRICAL CONNECTION 2. HEIGHT OF FINAL ASSEMBLY WILL BE BELOW THE PARAPET. 7. BASIS OF DESIGN: CARRIER. 3. PROVIDE MERV 8 FILTER 8. MIN SEER =13 4. PROVIDE PROGRAMMABLE THERMOSTAT/HUMIDISTAT 9. PROVIDE UNIT WITH FREEZE STAT CONTROL. 5. PROVIDE BACK DRAFT DAMPER IN OA DUCT 10. R -410A REFRIGERANT U r. Z0 uj •� - Q EXHAUST FAN SCHEDULE u uj EXT. SP (IN z�m0 Mark Model FAN TYPE CFM WG) RPM WATTS VOLT/PHASE DRIVE TYPE EF -1 SP SERIES CEILING 75 0.25 in-wg 1500 120 120/1 DRIVE EF -2 SP SERIES CEILING 75 0 25 in-wg 1500 120 120/1 DRIVE Zv 1. BASIS OF DESIGN: GREENHECK 4. PROVIDE DISCONNECT SWITCH W4 o -a 2. PROVIDE SPEED CONTROLLER 5. INTERLOCK WITH LIGHT WITH 5 MIN DELAY SWITCH. C 3. PROVIDE VIBRATION ISOLATOR NOTE: MECHANICAL CONTRACTOR IS RESPONSIBLE FOR SPECIALTY STRUCTURAL SUPPORTS NOT PROVIDED BY STRUCTURAL DRAWINGS. NEW RTU 16 GA x 2" G-90 GALV. STEEL STRAP FOR CONNECTION TO BAR JOIST, DO NOT DRILL JOIST. WRAP STRAP AROUND JOIST MEMBER AND BOLT THRU TO ITSELF. SEE ARCHITECTURAL DRAWINGS FOR COORDINATION HEAVY -GAUGE GALVANIZED RTU BASE RAIL 31 " GALVANIZED HARDWARE W/ WASHERS BOTH SIDES 16 GA x 2" G-90 GALV. STEELSTRAP -.------------- FLASHING ROOF CURB 31B" HARDWARE W/ WASHERS BOTH' SIDES (TYP.) ATTACH LOWER STRAP TO STRUCTURAL STEEL / FRAMING AROUND ROOF OPENING, OR SIMILAR RIGIDLY ANCHORED BUILDING MEMBER. RTU TIE DOWN 12" = 1'-011 �- BAR JOIST ROOF SYSTEM 2 HANGER STRAPS MINIMUM V WIDE 60" MAX (1524 mm) MINIMUM 20 \ GAUGE STEEL \ DUCT -CONNECT TO STRUCTURE ABOVE USING SIMPSON PDPH SERIES FASTENERS FOR SUPPORT INTO POST TENSION SLAB. FASTENERS SHALL NOT PENETRATE SLAB MORE THAN 3 /4 "(TYPICAL) UNLESS FOOT OF STRAP IS PLACED UNDER A BOTTOM REINFORCEMENT STANDARDS. LATEST VERSION, TABLE SCREWS 4-1,RECTANGULAR DUCT HANGERS. SCREWS MAY BE OMITTED IF TWIN HANGER LOOPS - TYPICAL DUCT SUPPORT DETAIL 12" = 1'-0" FLEX DUCT CLAMP SPIN - IN FITTING WITH SCOOP AND VOLUME DAMPER SUPPLY AIR / DUCT DUCTTLEX SIZE TO EQUAL TO NECK SIZE ON AIR DEVICE SCHEDULE SUPPORTFROM STRUCTURE ABOVE i- WIRE SUSPENSION -� SYSTEM 1-1/2" MINIMUM METAL GALV SADDLE FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 10 LINEAR FEET INSULATE BACK OF DIFFUSER OR GRILLE (DO NOT TAPE TO T -BAR) I INSULATE SPIN - IN WITH -- - 2" THICK INSULATION WITH VAPOR BARRIER LEAVING DAMPER OPERATOR ACCESSIBLE - "PROVIDE 2" STANDOFF" ----- `; I - LAY -IN TILE FIXTURE WHERE APPLICABLE CEILING - NOTES: AIR FLOW 1. IF DUCT DOES NOT SUPPORT THE SPIN IN FITTING SIZE, IF SPACE ALLOWS FOR FLEX TO BE KINK FREE TAKE OFF FROM THE BOTTOM OF DUCT, IF NOT TAKE OFF FROM DUCT WITH BEVELED TAP WITH VOLUME DAMPER IN DUCT AND TRANSITION TO FLEX DUCT. 2. SEAL ALL NECK CONNECTIONS AT THE DIFFUSER. TYPICAL DIFFUSER CONNECTION DETAIL 1211 = 11-011 �7 4 HVAC SYMBOL LEGEND SYMBOL DESCRIPTION I I I I I I I -CEILING DIFFUSER, ROUND NECK (CEILING DIFFUSERS ARE 4 -WAY THROW UNO) Q-REVISION REFERENCE T-THERMOSTAT/TEMPERATURE SENSOR ®-HUMIDISTAT/HUMIDITY SENSOR �- -DUCT SMOKE DETECTOR -CONNECT TO EXISTING �-� -DEMOLISH TO POINT INDICATED �- -MOTORIZED CONTROL DAMPER O --; -SHEET NOTE CALLOUT ® -CEILING MOUNTED ACCESS DOOR -SQUARE THROAT ELBOW W/TURNING VANES -RADIUS ELBOW -RECTANGULAR/ROUND BRANCH TAKE -OFF OR ROUND/ROUND BRANCH TAKE -OFF O -EXHAUST DUCT UP THROUGH SLAB W/ FAN ON ROOF ABOVE O -EXHAUST FAN ON ROOF W/ DUCT DOWN THROUGH ROOF 2412 -NEW DUCTWORK, FIRST DIMENSION IS SIDE SHOWN -DUCT ELBOW, EXHAUST -DUCT ELBOW, NEGATIVE PRESSURE, RETURN -DUCT ELBOW UP THROUGH ROOF OR SLAB ABOVE OR DI P' ---- ----- - ----- CASING (IN. WG) Y=P+2" X=Y -MANUAL VOLUME BALANCING DAMPER 5 HVAC ABBREVIATIONS SYMBOL DESCRIPTION AFF MINIMUM SPACING OF HANGERS TO BE 4FT, MAXIMUM SPACING TO BE 8FT. AFR !� BHP INSTALL IN ACCORDANCE WITH BTU C _ SMACNA. HVAC DUCT CONSTRUCTION STANDARDS. LATEST VERSION, TABLE SCREWS 4-1,RECTANGULAR DUCT HANGERS. SCREWS MAY BE OMITTED IF TWIN HANGER LOOPS - TYPICAL DUCT SUPPORT DETAIL 12" = 1'-0" FLEX DUCT CLAMP SPIN - IN FITTING WITH SCOOP AND VOLUME DAMPER SUPPLY AIR / DUCT DUCTTLEX SIZE TO EQUAL TO NECK SIZE ON AIR DEVICE SCHEDULE SUPPORTFROM STRUCTURE ABOVE i- WIRE SUSPENSION -� SYSTEM 1-1/2" MINIMUM METAL GALV SADDLE FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 10 LINEAR FEET INSULATE BACK OF DIFFUSER OR GRILLE (DO NOT TAPE TO T -BAR) I INSULATE SPIN - IN WITH -- - 2" THICK INSULATION WITH VAPOR BARRIER LEAVING DAMPER OPERATOR ACCESSIBLE - "PROVIDE 2" STANDOFF" ----- `; I - LAY -IN TILE FIXTURE WHERE APPLICABLE CEILING - NOTES: AIR FLOW 1. IF DUCT DOES NOT SUPPORT THE SPIN IN FITTING SIZE, IF SPACE ALLOWS FOR FLEX TO BE KINK FREE TAKE OFF FROM THE BOTTOM OF DUCT, IF NOT TAKE OFF FROM DUCT WITH BEVELED TAP WITH VOLUME DAMPER IN DUCT AND TRANSITION TO FLEX DUCT. 2. SEAL ALL NECK CONNECTIONS AT THE DIFFUSER. TYPICAL DIFFUSER CONNECTION DETAIL 1211 = 11-011 �7 4 HVAC SYMBOL LEGEND SYMBOL DESCRIPTION I I I I I I I -CEILING DIFFUSER, ROUND NECK (CEILING DIFFUSERS ARE 4 -WAY THROW UNO) Q-REVISION REFERENCE T-THERMOSTAT/TEMPERATURE SENSOR ®-HUMIDISTAT/HUMIDITY SENSOR �- -DUCT SMOKE DETECTOR -CONNECT TO EXISTING �-� -DEMOLISH TO POINT INDICATED �- -MOTORIZED CONTROL DAMPER O --; -SHEET NOTE CALLOUT ® -CEILING MOUNTED ACCESS DOOR -SQUARE THROAT ELBOW W/TURNING VANES -RADIUS ELBOW -RECTANGULAR/ROUND BRANCH TAKE -OFF OR ROUND/ROUND BRANCH TAKE -OFF O -EXHAUST DUCT UP THROUGH SLAB W/ FAN ON ROOF ABOVE O -EXHAUST FAN ON ROOF W/ DUCT DOWN THROUGH ROOF 2412 -NEW DUCTWORK, FIRST DIMENSION IS SIDE SHOWN -DUCT ELBOW, EXHAUST -DUCT ELBOW, NEGATIVE PRESSURE, RETURN -DUCT ELBOW UP THROUGH ROOF OR SLAB ABOVE OR DI P' ---- ----- - ----- CASING (IN. WG) Y=P+2" X=Y -MANUAL VOLUME BALANCING DAMPER 5 HVAC ABBREVIATIONS SYMBOL DESCRIPTION AFF -ABOVE FINISHED FLOOR AFR -ABOVE FINISHED ROOF BHP -BRAKE HORSEPOWER BTU -BRITISH THERMAL UNIT CFM -CUBIC FEET PER MINUTE DN -DOWN EA -EXAUST AIR EAT -ENTERING AIR TEMPERATURE ESP -EXTERNAL STATIC PRESSURE EWT -ENTERING WATER TEMPERATURE FLA -FULL LOAD AMPS FPM -FEET PER MINUTE GPM -GALLONS PER MINUTE KW -KILOWATT LAT -LEAVING AIR TEMPERATURE LWT -LEAVING WATER TEMPERATURE MBH -THOUSAND BTUs PER HOUR MCA -MINIMUM CIRCUIT AMPS MOCP -MAXIMUM OVER CURRENT PROTECTION NTS -NOT TO SCALE OA -OUTSIDE AIR PSI -POUNDS PER SQUARE INCH PSIG -PSI GAUGE RA -RETURN AIR RPM -REVOLUTIONS PER MINUTE RTU -ROOFTOP AIR HANDLING UNIT SA -SUPPLY AIR SP -STATIC PRESSURE TSP -TOTAL STATIC PRESSURE V/PH -VOLTS/PHASE HVAC EQUIPMENT TAGS -TAG A 200 CFM RTU NUMBER RTU -1 -AIR DISTRIBUTION DEVICE -ROOFTOP UNIT UNION CONDENSATE DRAIN TRAP DETAIL 12" = 1'-0" 4 DRAIN PAN (FURNISHED WITH AHU) 5 :j HVAC GENERAL NOTES 1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. 2. DIMENSIONS SHALL BE FIELD -VERIFIED AND COORDINATED PRIOR TO PROCUREMENT OR FABRICATION. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. FIELD MODIFICATIONS SUCH AS OFFSETS IN PIPING OR DUCTWORK (INCLUDING DIVIDED DUCTWORK) NEEDED DUE TO OBSTRUCTIONS OR INTERFERENCES SHALL BE PROVIDED AT NO ADDITIONAL COST. FOR PROJECTS INVOLVING RENOVATION, COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. 3. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARD. 4. SEE SPECIFICATIONS FOR GAUGES, THICKNESS, BRACING, REQUIREMENTS, ETC., OF DUCTWORK. 5. PROVIDE AIR TURNING VANES IN ALL 90 DEGREE RECTANGULAR DUCT ELBOWS. 6. DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION SHALL SUIT EQUIPMENT FURNISHED. 7. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 8. LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, AND HUMIDITY SENSORS AT 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS WITH OTHER EQUIPMENT, FURNITURE, AND DOOR SWINGS. 9. ALL EQUIPMENT, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RIGID INSTALLATION. 10. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 11. DAMPERS AND INSIDES OF DUCTS VISIBLE THROUGH GRILLES, REGISTERS AND DIFFUSERS SHALL BE PAINTED FLAT BLACK. 12. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT. 13. TRAPPED CONDENSATE DRAINS FROM ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED FOR PROPER DRAINAGE TO SUIT EQUIPMENT FURNISHED. 14. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED WHERE REQUIRED FOR OPERATION, BALANCING OR MAINTENANCE OF ALL MECHANICAL EQUIPMENT. 15. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. 16. PROVIDE CONCRETE HOUSEKEEPING PAD UNDER ALL FLOOR -MOUNTED EQUIPMENT. REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. 17. VERIFY FINISH WITH ARCHITECT PRIOR TO PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES. 18. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTWORK CONNECTING TO EACH FAN, AIR HANDLING UNITS, AND FAN COIL UNITS. 19. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE CONNECTED. 20. INTERRUPTIONS TO EXISTING SERVICES SHALL BE SCHEDULED FOR TIMES OTHER THAN NORMAL OPERATING HOURS (SUCH AS NIGHTS AND WEEKENDS). SUCH INTERRUPTIONS TO SERVICES SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE AND PROPER COORDINATION WITH OTHER TRADES. PRE -WORK SHALL BE PERFORMED TO MAKE THE SHUTDOWN PERIOD AS BRIEF AS POSSIBLE. 21. ALL EQUIPMENT, DUCTWORK, ETC., TO BE REMOVED SHALL REMAIN PROPERTY OF THE OWNER OR DISPOSED OF LEGALLY, AS DIRECTED BY OWNER. 22. MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN DUCTWORK, PIPING, EQUIPMENT, ETC., AND ALL FIRE RATED AND FIRE/SMOKE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS. 23. LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 10' CLEAR FROM ALL PLUMBING VENTS AND EXHAUST AIR DISCHARGE LOCATIONS. 24. DUCT RUNOUTS TO DIFFUSERS SHALL MATCH THE SIZE OF THE DIFFUSER NECK. 25. WATER PRESSURE DROPS THROUGH COIL CONTROL VALVES SHALL NOT EXCEED 5 PSI. 26. UNLESS OTHERWISE NOTED, ALL EQUIPMENT AND VALVE DRAINS SHALL BE INDEPENDENTLY PIPED FULL SIZE TO THE NEAREST PLUMBING DRAIN. 27. SLEEVE AND SEAL ALL PIPING PENETRATIONS THROUGH BUILDING PARTITIONS. PROVIDE MANUAL AIR VENTS AT ALL HIGH POINTS IN CHILLED WATER AND HOT WATER PIPING. 28. PIPING, DUCTWORK, LEAK PROTECTION APPARATUS, OR OTHER EQUIPMENT FOREIGN TO ELECTRICAL SWITCHBOARDS, PANELBOARDS, DISTRIBUTION BOARDS, OR MOTOR CONTROL CENTERS SHALL NOT BE INSTALLED WITHIN THE REQUIRED SPACE FOR WORKING CLEARANCES OR DEDICATED SPACES OF THE ELECTRICAL EQUIPMENT, EXTENDING IN FRONT OF AND FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC -110.26. 6" (7 SHEET METAL EXHAUST DUCT TYPICAL CEILING CABINET EXHAUST FAN WITH BACKDRAFT DAMPER, LOW NOISE LEVEL AND NO VIBRATION. FRONT FACE GRILLE WITH FASTENING SCREENS EXHAUST FAN HANGING BRACKET (ADJUSTABLE) CEILING MOUNTED CABINET EXHAUST FAN 12" = 1'-0" W LL STUDID A R C H IT E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX (877) 680-7183 www.powellstudloarch.com AA# 26002236 ® COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHfiECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, I.I.C. CONSU LTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA#15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: uj ui U r. Z0 uj •� - Q u uj z�m0 U. O J a..� ;9: Z M a. _ W DC o� o i�LL Jv j Lu H w Z CL W � S� z c o JoQ Zv W4 o -a C QI toff Z - °'Z W W o PROFESSIONAL SE�,'��,,t12, N O601:J� 5 '> o S(/J^. -TATE OF -.0R1 .•`G\�o�` /0 N A L - 9 James C!Uulferi �P E. Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSU E DATE: 9-11-2013 M-001 MECHANICAL LEGEND, NOTES AND SCHEDULE M. R1 w J O Z M w U fl - C) 0 M LO C 4) E v i` M 3 m V5 (Li rn 0 -9 12 (D 0 0 U 00 0 0 v a; M r 0 N r A. GENERAL NOTES 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO ALL SECTIONS OF DIVISION 15000. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEWTHE DRAWINGS FOR ALL DIVISIONS OF WORK PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR THE COORDINATION OF HIS/HER WORK AND THE WORK OF HIS/HER SUBCONTRACTORS WITH ALL DIVISIONS OF WORK TO AVOID INTERFERENCE AND CONFLICTS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE HIS/HER SUBCONTRACTORS WITH COMPLETE SETS OF BID DOCUMENTS. 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF HIS/HER WORK AND THE WORK OF HIS/HER SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE. 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF A BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS SHALL BE INCLUDED. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF HIS/HER RESPONSIBILITY IN PERFORMANCE OF WORK. B. GENERAL REQUIREMENTS 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, AND FACILITIES NECESSARY TO PROVIDE A COMPLETE HVAC SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NECESSARY AND NOT SPECIFICALLY NOTED TO BE PROVIDED BY OTHERS SHALL BE PROVIDED BY THIS CONTRACTOR. 2. ALL WORK SHALL BE PERFORMED IN A NEAT, PROFESSIONAL MANNER USING GOOD CONSTRUCTION PRACTICES. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF THE CONTRACT. 4. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 5. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, TESTED, LISTED AND LABELED BY AN INDEPENDENT LABORATORY AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. 6. ALL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 7. FIELD MEASURE AND VERIFY REQUIREMENTS FOR EXACT DIMENSION'S. OFFSETS AND ADDITIONAL ELBOWS REQUIRED TO SUIT SITE CONDITIONS ARE CONSIDERED PART OF THE SCOPE. C. CODES 1. ALL WORK SHALL COMPLY WITH 2010 FLORIDA BUILDING CODE ORDINANCES AND OTHER STATE, COUNTY, CITY AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE IN THE BID ANY CHANGES REQUIRED BY CODES AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED TO THE CONTRACTOR. D. LICENSES, PERMITS. INSPECTIONS & FEES 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS AND FEES REQUIRED OR RELATED TO DIVISION 15000 WORK. 2. FURNISH TO THE (OWNER) ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. E. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. SUBSTITUTION OF MANUFACTURERS CONSIDERED AS EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY THE ENGINEER PRIOR TO THE SHOP DRAWING SUBMITTAL PROCESS. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 2. SUBSTITUTION REQUEST SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN THE PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE CONTRACTOR AND THE SUB -CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. R GUARANTEE 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER HIS/HER CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS/HER OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL OR EQUIPMENT DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF INSTALLATION. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. G. RECORD DRAWINGS 1. THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A. LOCATION OF CONCEALED PIPING, VALVES AND DUCTS B. REVISIONS, ADDENDUMS AND CHANGE ORDERS C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO A SET OF REPRODUCIBLE DRAWINGS AND CERTIFY THE ACCURACY OF EACH DRAWING BY SIGNATURE THEREON. THE REPRODUCIBLE SET MADE FROM THE MOST RECENT SET OF DRAWINGS AND THE TEMPERATURE CONTROL RECORD DRAWINGS SHALL BE GIVEN TO THE (OWNER). H. DISCREPANCIES IN DOCUMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE ENGINEER IN WRITING, PRIOR TO SUBMITTAL OF BID. THE ENGINEER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. I. PHASING REQUIREMENTS (IF APPLICABLE) 1. THIS CONTRACTOR SHALL INCLUDE IN THE BID ALL NECESSARY SERVICE REQUIRED TO KEEP OPERATING PORTION OF THE BUILDING'S HVAC SERVICES IN OPERATION. CONTRACTOR MUST SCHEDULE IN WRITING ONE WEEK PRIOR TO ANY SHUT DOWN OF THE HVAC SYSTEMS. 2 3 I 4 15000 SPECIFICATION HEATING, VENTILATION AND AIR CONDITIONING J. NA K.SLEEVES 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR SHALL COORDINATE ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE -RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. L. HANGERS 1. PROVIDE HANGERS AND SUPPORTS FOR ALL PIPING, DUCTWORK, AND EQUIPMENT IN ACCORDANCE WITH SMACNA, MSS,ASME, AND ASHRAE STANDARDS. 2. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C -CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 3. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE OR MASONRY, HANGING FROM METAL DECK IS NOT PERMITTED, HANGERS MUST BE ATTACHED TO UPPER CHORDS OF BAR JOISTS, WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT (DUCTWORK OR PIPING) THE CONTRACTOR SHALL INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. 4. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. PROVIDE HIGH DENSITY INSULATION INSERT BETWEEN THE SADDLE AND THE PIPE. 5. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI -ELECTRICALLY SEPARATED. M. DIRT AND DUST CONTROL 1. SCREEN OFF ALL AREAS WHERE CONSTRUCTION IS TO TAKE PLACE FROM THE AREAS TO REMAIN INHABITED, INHABITED AREAS SHALL REMAIN DUST AND DEBRIS FREE DURING CONSTRUCTION. CLEAN ANY AREAS OUTSIDE DESIGNATED CONSTRUCTION AREA WHICH MAY HAVE BECOME SOILED DUE TO CONSTRUCTION. END OF SECTION 15000 A. SCOPE OF WORK 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE HVAC SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: A. HVAC UNITS, EQUIPMENT, AND APPURTENANCES B. DUCTWORK, FITTINGS, DAMPERS, AND INSULATION C. REFRIGERANT PIPING AND INSULATION D. CONDENSATE PIPING E. STEEL FRAMING FOR SUPPORT F. TESTING, ADJUSTING, AND BALANCING B. EQUIPMENT- GENERAL 1. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED IN ACCORDANCE WITH MANUFACTURER'S DATA. C. HVAC EQUIPMENT 10.0 ROOFTOP UNITS 10.1 GENERAL UNITS SHALL BE RATED IN ACCORDANCE WITH ARI, UL LISTED AND FULLY ASSEMBLED. PROVIDE UNITS FULLY CHARGED WITH R-410. UNITS SHALL BE FACTORY TESTED 10.2 CASING CASING SHALL BE GALVANIZED STEEL WITH POWDER COAT PAINT AND SHALL BE INSULATED WITH 314" OF 1-112 POUND DENSITY FIBERGLASS INSULATION COATED WITH NEOPRENE AND BONDED TO THE CABINET SURFACE WITH A UL APPROVED ADHESIVE DRAIN PAN SHALL BE MANUFACTURED OF ZINC COATED STEEL AND SHALL ACCEPT DRAIN CONNECTIONS ON EITHER SIDE OF UNIT. UNIT SHALL COME COMPLETE WITH MOUNTING HARDWARE AND 2 INCH 30% EFFICIENCY THROWAWAY FILTERS. MAXIMUM FILTER FACE VELOCITY OF 300 FPM. COILS SHALL BE FABRICATED OF 318" OD SEAMLESS TUBING EXPANDED INTO ALUMINUM FINS. COILS SHALL BE LEAK TESTED AT 200 PSIG AND PRESSURE TESTED AT 450 PSIG. FANS SHALL BE STATICALLY AND DYNAMICALLY BALANCED AND CONSTRUCTED OF GALVANIZED STEEL. PROVIDE PACKAGED UNIT INCLUDING UNIT, CASING, CONTROLS, ISOLATION CURB AND ALL ACCESSORIES TO PROVIDE COOLING AND REHEAT PERFORMANCE AS INDICATED ON SCHEDULE, UNIT SHALL HAVE DOUBLE WALL CASING, 2" MERV 30 FILTER, VFD SET TO OA CONDITIONS ON SCHEDULE. UNIT SHALL BE CAPABLE OF PROVIDING A 55 F TEMP OFF COIL, AND SHALL BE CAPABLE OF REHEAT CONDITIONS. PROVIDE UNIT WITH FULL STANDALONE CONTROLS PACKAGE. 10.4 ELECTRIC HEATER PROVIDE ELECTRIC HEATER WITH LOW AIRFLOW CUTOFF SWITCH. 10.5 ACCESSORIES PROVIDE CONTROLS FOR COMPRESSOR AND FAN MOTOR INCLUDING LOW AMBIENT FAN CYCLING, REFRIGERANT HIGH AND LOW PRESSURE SWITCH. PROVIDE THERMOSTATIC EXPANSION VALVE, SOLENOID VALVE, SIGHT GLASS AND IN-LINE FILTER DRIER. PROVIDE SINGLE POINT POWER CONNECTION FOR AIR HANDLING UNIT, AND FACTORY MOUNTED DISCONNECTS FOR AIR HANDLING UNIT AND CONDENSING UNIT. 10.6 INSTALLATION THE FLOATING MEMBER OF THE ROOF CURB SHALL HAVE PERIMETER ANGLE CROSS MEMBERS TO SUPPORT TWO LAYERS OF 5/8" WATERPROOF SHEETROCK LAID ON NTH STAGGERED JOINTS. THIS ACOUSTICAL BARRIER SHALL BE CAULKED TO MINIMIZE SOUND TRANSMISSION. WHERE THE MECHANICAL ARRANGEMENT MAKES ATTACHEMENT TO THE FLOATING MEMBER UNFEASIBLE, THE BARRIER SHALL BE ATTACHED AT THE HIGHEST PRACTICAL ELEVATION OF THE FIXED CURB, A FOUR INCH LAYER OF 1,5 DENSITY FIBERGLASS SHALL COVER THE ENTIRE SOLID ROOF SURFACE UNDER THE UNIT. 4 D. LOW PRESSURE DUCTWORK (LESS THAN 2.500 FPM AND 2" W.G.) 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO JOB SITE VISIT, A SKETCH SHALL BE SUBMITTED INDICATING SIGNIFICANT DEVIATIONS FROM DESIGN AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO FABRICATION OR INSTALLATION. 2. EXCEPT AS OTHERWISE INDICATED, RECTANGULAR AND ROUND DUCTWORK SHALL BE GALVANIZED STEEL. FABRICATE AND INSTALL IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" OF THE LATEST EDITION. WHERE OTHER CODES ARE ENFORCED, USE THE MOST STRINGENT CODE FOR DUCT CONSTRUCTION STANDARDS. 3. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: SUPPLY DUCTS: 2" W.G., POSITIVE RETURN AND EXHAUST DUCTS: 2" W.G., NEGATIVE EXCEPT WHERE OTHERWISE INDICATED, SEAL DUCT TO THE FOLLOWING PRESSURE CLASSIFICATIONS: SUPPLY DUCTS CLASS B RETURN AND EXHAUST DUCTS: CLASS B E. VIBRATION ISOLATION DEVICES 1. VIBRATION ISOLATION DEVICES SHALL BE FURNISHED AND INSTALLED AT ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, ETC.) AND STRUCTURE. 2. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES OR AS INDICATED. 3. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE ISOLATOR. 4. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. 5. CONSULT MANUFACTURER FOR APPLICATION DATA. F. FLEXIBLE CONNECTIONS 1. FLEXIBLE COLLARS SHALL BE FURNISHED AND INSTALLED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, ETC.) AND DUCTS OR CASINGS. ALSO, FURNISH AND INSTALL FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. 2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE -COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION G. FLEXIBLE AIR DUCT 1. PROVIDE UL STANDARD 181, CLASS 1 COATED FLEXIBLE DUCTWORK WITH INTERNAL ALUMINUM SPIRAL HELIX. PROVIDE 11/2" INSULATION WITH OUTER JACKET AND INNER LINER; MINIMUM FLEXIBLE DUCTWORK R VALUE OF 6. 2. FLEXIBLE DUCT SHALL NOT EXTEND OVER 8'-0" IN LENGTH AT ANY LOCATION. H. DAMPERS 1. FURNISH AND INSTALL MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS AS INDICATED AND AS NECESSARY TO FACILITATE AIR BALANCING. PROVIDE AT EVERY BRANCH DUCT. 2. OPERATING HANDLES ON ALL DAMPERS SHALL BE TAGGED WITH A MINIMUM 18" LONG ORANGE MARKER TAPE. COLLARS SHALL BE INSTALLED OVER EXTERNAL INSULATION TO ALLOW FREE MOVEMENT. J. DUCTWORK INSULATION 1. FURNISH AND INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION SHALL COMPLY WITH NFPA 90A. 2. PROVIDE 2 A JACKETED FLEXIBLE BLANKETS OF INORGANIC GLASS FIBERS (ASTM C 533, TYPE 2, CLASS F-1) ON ALL SUPPLY, OUTSIDE IR AND RETURN DUCTWORK IN UNCONDITIONED SPACES. JACKET SHALL BE FOIL -SCRIM -KRAFT, NON-COMBUSTIBLE. INSULATION SHALL HAVE A MIN. INSTALLED R VALUE OF 6. WRAP INSULATION TIGHTLY OVER DUCTWORK. BUTT AND OVERLAP ALL JOINTS A MINIMUM OF 2", AND SEAL ALL JOINTS WITH VAPOR BARRIER ADHESIVE REINFORCED WITH TAPE. 3. ALL SUPPLY AND RETURN AIR DUCTWORK WITHIN 25'-0" OR THREE ELBOWS OF THE AIR HANDLING UNIT, WHICHEVER IS LESS, SHALL BE INTERNALLY INSULATED WITH 1-1/2" THICK, 1-112 LB. DENSITY, C=0.28 @ 75°F FIBERGLASS LINER. LINER SHALL HAVE A COATED SURFACE EXPOSED TO AIRSTREAM TO PREVENT EROSION. APPLY ADHESIVES AND MECHANICAL FASTENERS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER TO PREVENT LINER SEPARATION FROM THE DUCT. ALL TRANSVERSE EDGES TO BE COATED WITH ADHESIVE. 4. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. K. DIFFUSERS, REGISTERS AND GRILLES 1. PROVIDE GRILLES, REGISTERS, AND DIFFUSERS WITH CERTIFIED ADC, ARI, AND AMCA COMPLIANCE. PROVIDE OFF-WHITE FINISH, OF STYLES AND BORDER TYPES AS SCHEDULED. MAXIMUM DEVICE NECK VELOCITY SHALL BE 500 FPM AND MAXIMUM NC SHALL BE 25. L, CONDENSATE PIPING I TRIC SEPARATION T DIELECTRIC 1. CONDENSATE PIPING SHALL BE TYPE L DRAWN COPPER TUBE WITH 5- T NY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH D 9 5 TIN -ANTIMONY 0 BETWEEN DISSIMILAR METALS. INSULATE CONDENSATE LINES WITH 314" FLEXIBLE ELASTOMERIC CELLULAR (ASTM C534, TYPE 1) INSULATION WITH WATER BASED LATEX ENAMEL COATING. SEAL JOINTS WITH SOLVENT -BASED CONTACT ADHESIVE, FOR ROOFTOP INSTALLATION PROVIDE UV RESISTANT PVC PIPING. SUPPORT TO ROOF WITH MIRO INDUSTRIES MODEL # 1.5 N. LABELS (PIPE MARKERS 1. FURNISH AND INSTALL PIPE IDENTIFICATION MARKERS ON ALL PIPES INSTALLED UNDER THIS CONTRACT. MARKERS SHALL BE A MINIMUM OF 1-112" X 8" AND IDENTIFIED IN ACCORDANCE WITH THE BACKGROUND AND LETTER COLORS ISSUED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). MARKERS SHALL BE MANUFACTURED BY CHAMPION AMERICA INC., BRADY, SETON, OR EQUAL. 2. PIPING SHALL BE IDENTIFIED AS FOLLOWS: CONDENSATE, REFRIGERANT LIQUID, REFRIGERANT SUCTION, AND DIRECTIONAL ARROWS. ALL IDENTIFICATIONS MUST BE VISIBLE AT EQUIPMENT. S F30WLL SITIJ010 A R C H IT E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 • FAX: (877) 680-7183 www.powelistucloarch.com AA# 26002236 0 COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSU LTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj LU " V r LU ■� Z Q foo _ V LU z�m° :C, LL Z 0 M V O � U. v Uj W ) �zCO wM�e (.) w 0 �..Q J Z W °' O >B. Q C w a� �0 � Lu Z� - °' T LLJ Wo PROFESSIONAL °. �le, ". �✓1 c'"gym �- �/ Aj-:, u 601'95 -°• STATE OF o0 SAO N A� James6'Mujen"P.E.SEP - 9 Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: DESCRIPTION MARK DATE ISSUE DATE: 9-11-2013 M-002 MECHANICAL SPECIFICATIONS C ... ...... . ...... ....... ............................... ........ . ......... . ........................... 3 ............ .................. .. . . ..... -4 J1 ............ .. ........... . ...... . 11-J. �[ [' 1................_.t -_1...:...1.....1......j 1 ............ .......... . ...... .... ...................................... ..... ......... . .............. . ... ................. . .. .................................... ........... ........... . ........... .... . ...... ........... . .... I ... - .... ... - .. - I - � I - � ...' I .." - I 'i LIJ . . .......... . ................... .. .. ... ............... 'J . . ... ..... . I . . ........ ........ . .. . ..... . .............. . ................. . .......... ... . ...... ........... .......... ....... . .............................................................. ................ ..... . ......................... ir j . IE .... . . ....... .......... ..... . .... ......... ... ........... .. ..... . . ... . ....... .......... ................ j it M CHANICAL PLAN E1-011 :3 3/16" 1 0 0 3 ii 21 0 D (D En ........... I ROLUELLSTUDIO A F1 G - `1H :1 T E C; :T 'U -R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET n CLERMONT, FLORIDA 34711 PH: (352) 874-2340 w FAX (877) 6807183 www.powellstLdoarch.com AA# 26002236 0 COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, U.C. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA#15 TLC NO. 513075 0 Copyright 2013 TLC Engineering for Architecture, Inc. OWNER PROJECT: W aW0 a z goo U w •- 0 ILL 0 Z o`a =w� 9 1 Q- 0 Ip U. Q ° W �"" M z C1 LLJ via w M 0 0 JQ z w� < 0 �.- r 0 z c� 0 W z W PROFESSIONAL SE %%, ,A EN • S*- No 60195 '53 STATE OF 4 OR k'DN .......... %% James C. Uul en, P.E. EP Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION I SSU E DATE: 9-11-2013 0 01 MECHANICAL' PLAN U ClU,JL� ':L.L. STU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powelistudoarch.com AA# 26002236 ® COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, I.I.C. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj I- z Q W =Z W •-_a goo U w =_� zmmo •J LL Zao 000 Qo Ujimm co�z W� �zcan o �Q W Zv IIIIIIIIJ W °'O aa �o �0mz as _ �°W � ' z°' W MCLX as PROFESSIONAL SEAL: .✓ a IVQ 601( w C _ jj ° Y 4, T 0 pW C-) °s Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: DESCRIPTION MARK DATE ISSU E DATE: 9-11-2013 FP -1 00 FIRE PROTECTION PLAN A B C 0 PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION ------AV------ AW ---- AW ---- CD CD CA SW G GR S ------------- ST ---- ST ---- STO ---- STO --- +FC CO I COI CO FDS _FD CC (0) FS Ir r. I_ rC_ T Y C C - - ACID VENT - ACID WASTE - BELOW GROUND ACID WASTE - ABOVE GROUND CONDENSATE DRAIN - BELOW GROUND CONDENSATE DRAIN - COMPRESSED AIR -SOFTEN WATER - DOMESTIC COLD WATER - DOMESTIC HOT WATER - DOMESTIC HOT WATER RECIRCULATING - GAS - KITCHEN WASTE (GREASE) - ABOVE GROUND SANITARY - BELOW GROUND SANITARY - SANITARY VENT - ABOVE GROUND STORM - BELOW GROUND STORM - OVERFLOW STORM DRAIN - BELOW GROUND OVERFLOW STORM - WATER METER - HOSE BIBB OR WALL HYDRANT - CLEAN OUT PLUG - WALL CLEANOUT - FLOOR CLEAN OUT - FLOOR DRAIN - ROOF DRAIN - FLOOR SINK - SHUT-OFF VALVE IN VALVE BOX -SHUTOFF VALVE - BALL VALVE - CALIBRATED BALANCING VALVE - CHECK VALVE (SWING) - PRESSURE REDUCING VALVE - SOLENOID OPERATED VALVE - REDUCED PRESSURE BACKFLOW PREVENTER - RELIEF OR SAFETY VALVE - GAS COCK - GAS PRESSURE REGULATOR - SHUTOFF VALVE ON RISER - GAS COCK ON RISER - CONNECTION, TOP - CONNECTION, BOTTOM - ELBOW, TURNED DOWN - ELBOW, TURNED UP - TEE, TURNED UP - TEE, TURNED DOWN -CAP - DIRECTION OF FLOW - REVISION REFERENCE 6 PLUMBING ABBREVIATION SYMBOL DESCRIPTION AFF - ABOVE FINISH FLOOR AW - ACID WASTE AV - ACID VENT CA - COMPRESSED AIR CD -CONDENSATE DRAIN CFH - CUBIC FEET PER HOUR CO -CLEANOUT CONT - CONTINUATION CW - DOMESTIC COLD WATER DN •DOWN DS -DOWNSPOUT DWG - DRAWING EXIST - EXISTING OF - DEGREE FAHRENHEIT FCO -FLOOR CLEANOUT FD • FLOOR DRAIN FS - FLOOR SINK G -GAS GPH - GALLONS PER HOUR GPM - GALLONS PER MINUTE GR - KITCHEN WASTE (GREASE) HB - HOSE BIBB HD - HUB DRAIN HW - DOMESTIC HOT WATER HWR - DOMESTIC HOT WATER RECIRCULATING IE - INVERT ELEVATION IW - INDIRECT WASTE KW - KILOWATT LBS -POUNDS MH -MANHOLE NC • NORMALLY CLOSED NIC - NOT IN CONTRACT NO - NORMALLY OPEN NTS - NOT TO SCALE OD - OUTSIDE DIAMETER PRV - PRESSURE REDUCING VALVE PSI - POUNDS PER SQUARE INCH PVC - POLYVINYL CHLORIDE PIPE RD - ROOF DRAIN RPBP - REDUCED PRESSURE C BACKFLOW PREVENTOR SAN - SANITARY SD - STORM DRAIN SF - SQUARE FEET SH -SHEET ST -STORM STO - OVERFLOW STORM DRAIN SW - SOFTEN WATER PROFESSIONAL SEAL: -VENT VAC -VACUUM VTR - VENT THRU ROOF WCO - WALL CLEANOUT WTR -WATER NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT 2 3 GENERAL NOTES 1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS. 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. 3, PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. 4. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. 5 CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. 6. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON -ACCESSIBLE CEILINGS. 7. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 8, FLASH AND COUNTER -FLASH ROOF PENETRATIONS. 9. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. 10, SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 11, PROVIDE AUTOMATIC TRAP PRIMERS FOR ALL FLOOR DRAIN TRAP SEALS. 12. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. 13 ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. 14. MOUNT WALL HYDRANTS 24" ABOVE FINISHED GRADE. 15. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. PROVIDE WALL CLEANOUTS AT BASE OF EACH SANITARY AND STORM RISER. MOUNT CLEANOUT 24" AFF. 16. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. 17, COORDINATE PIPING LATH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION, DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE-ROUTED AT NO ADDITIONAL COST. 18. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE FIXTURE, 19. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UTILITIES BELOW GRADE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES TO RELOCATE ANY EXISTING UTILITIES THAT MAY INTERFERE WITH THE PROPOSED CONSTRUCTION. CONTRACTOR SHALL CALL "FLORIDA ONE CALL" AT 1 -800 - SUN -SHINE 48 HOURS BEFORE DIGGING. 20, ROOF DRAINAGE FOR BUILDING IS PROVIDED BY GUTTERS AND DOWNSPOUTS. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. .C7 SPECIFICATIONS GENERAL 4 A. PROVIDE LABOR AND MATERIALS TO PROVIDE A COMPLETE AND OPERATIONAL PLUMBING SYSTEM AS INDICATED. DRAWING PACKAGE BY MECHANICAL AND ELECTRICAL ENGINEERS SHALL BE CONSIDERED PART OF THESE PROJECT DOCUMENTS. B. ALL WORK SHALL COMPLY WITH THE RULES AND REGULATIONS AS STATED BELOW: 2010 FLORIDA BUILDING CODE: PLUMBING LOCAL AUTHORITY HAVING JURISDICTION C. VISIT THE SITE PRIOR TO START OF WORK TO BECOME FAMILIAR WITH PROJECT CONDITIONS AND EXISTING SERVICES, 2. BASIS OF THE DRAWINGS A. INFORMATION ON EXISTING CONDITIONS SHOWN ON THESE DRAWINGS HAS BEEN RECORDED WITH THE NORMAL PROFESSIONAL CARE BY THE ENGINEER AND IS BASED ON THE OWNER'S AVAILABLE EXISTING DOCUMENTS AND USUALLY OBSERVABLE IN-PLACE ELEMENTS. BEFORE ORDERING OR PLACING NEW COMPONENTS, FIELD MEASURE AND VERIFY REQUIREMENTS FOR EXACT DIMENSIONS. ITEMS REQUIRING MODIFICATION TO THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY FASHION. 3. DIRT AND DUST CONTROL A. SCREEN OFF ALL AREAS WHERE CONSTRUCTION IS TO TAKE PLACE FROM THE AREAS TO REMAIN INHABITED, INHABITED AREAS SHALL REMAIN DUST AND DEBRIS FREE DURING CONSTRUCTION. CLEAN ANY AREAS OUTSIDE DESIGNATED CONSTRUCTION AREA WHICH MAY HAVE BECOME SOILED DUE TO CONSTRUCTION. 4, USE OF THE SPACE A. DISRUPTION OF SERVICES FOR NECESSARY WORK FOR TIE-INS TO WATER SERVICE, ELECTRICAL POWER, SANITARY LINES, ETC., SHALL BE KEPT TO A MINIMUM WITH ADVANCED SCHEDULES ESTABLISHED AND SATISFACTORY TO THE OWNER. 5. INSTALLATION NOTES A. PENETRATIONS, CUTTING AND PATCHING. SEAL ALL PIPING AND CONDUIT PENETRATIONS OFWALLS AND FLOORS. PIPING PENETRATIONS OF RATED WALLS AND FLOORS SHALL BE SEALED WITH FIRESTOPPING MATERIAL. 6, HANGERS AND SUPPORTS A. INSTALL HANGERS, SUPPORTS, CLAMPS, AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING AND DUCTWORK TO BUILDING STRUCTURE, B. INSTALL SUPPORTS IN COMPLIANCE WITH MSS SP -69 AND FACTORY FABRICATED IN ACCORDANCE WITH MSS SP -58. ALL COMPONENTS SHALL INCLUDE GALVANIZED COATINGS WHERE INSTALLED FOR PIPING AND EQUIPMENT THAT WILL NOT HAVE A FIELD APPLIED FINISH. 7, THERMAL INSULATION A. ALL INSULATION AND ADHESIVES SHALL HAVE A COMPOSITE FIRE AND SMOKE HAZARD RATING AS TESTED BY PROCEDURE ASTM E84, NFPA 255, AND UL 723 NOT EXCEEDING A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPED RATING OF 50. B. INSULATE ALL HOT WATER PIPES AND CONDENSATE DRAIN LINES WITH A MINIMUM OF 314" THICK FLEXIBLE FOAMED PLASTIC UNICELLULAR TUBE INSULATION. INSULATION SHALL BE SLIPPED ONTO THE PIPE BEFORE FINAL JOINING. PAINT INSULATION WHERE EXPOSED. C. ALL PIPE INSULATION SHALL BE APPLIED TO PIPING WITH ALL JOINTS TIGHTLY FITTED TO ELIMINATE VOIDS. ALL JOINTS MUST BE SEALED WITH THE MANUFACTURER'S RECOMMENDED SEALANT. 8, PLUMBING EQUIPMENT A. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. INSTALL UNITS LEVEL AND PLUMB, FIRMLY ANCHORED IN LOCATIONS INDICATED, MAINTAIN MANUFACTURER'S CLEARANCES. 9. DOMESTIC WATER PIPING A. PROVIDE COPPER TYPE "K" PIPING AND FITTINGS BELOW SLAB. "LEAD FREE SOLDERED JOINTS" B. PROVIDE COPPER TYPE "L" PIPING AND FITTINGS ABOVE SLAB. "LEAD FREE SOLDERED JOINTS" C. CPVC TUBING SYSTEM: ASTM D 28461) 2846M, SDR 11, TUBE AND SOCKET FITTINGS. 10, SANITARY SEWER AND VENTS A. PROVIDE HUB AND SPIGOT CAST IRON SOIL PIPE AND FITTINGS BELOW SLAB, HUBLESS PIPING COUPLING AND COUPLED JOINTS. B. PROVIDE HUBLESS CAST IRON SOIL PIPE AND FITTINGS ABOVE SLAB, HUBLESS PIPING COUPLING AND COUPLED JOINTS. C. PROVIDE POLYVINYL CHLORIDE (PVC) SCHEDULE 40 PLASTIC PIPE (TYPE DWV) IN CONFORMANCE WITH STANDARD ASTM D2665. D. PROVIDE COPPER DWV TUBING FOR ALL EXPOSED WASTE PIPING PER STANDARD ASTM B75. PAINT SILVER. 11. GAS PIPING A. FURNISH AND INSTALL GAS PIPING SYSTEM. B. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-53, WITH MALLEABLE THREADED FITTINGS. C. CORRUGATED STAINLESS STEEL TUBING IS AN ACCEPTABLE SUBSTITUTION IF THE TUBING IS CSA INTERNATIONAL CERTIFIED WITH MECHANICAL ATTACHMENT AUTOFLARE FITTINGS THAT CONFORM TO THE LATEST ANSI STANDARDS, UL LISTED FOR THRU PENETRATION FIRE STOP AND LISTED WITH FM REQUIREMENTS FOR FLAMMABLE GAS PIPING SYSTEMS. BASIS OF DESIGN - TRACPIPE CSST BY OMEGA FLEX. D. FURNISH AND INSTALL A GAS COCK, DIRT LEG, AND UNION CONNECTION AT EACH PIECE OF EQUIPMENT. E. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW, SUPPORT PIPING EVERY 5 FEET, STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE STRINGENT. F. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES AND APPLICABLE NFPA CODES 12. VALVES A. PROVIDE TWO-PIECE, FULL -PORT BALL VALVES NIBCO SERIES 585-70. B. PROVIDE BALANCING VALVES GRISWOLD F-2989. C. CHECK VALVES, ROUGH BRASS, REGRINDING BRONZE DISC - STOCKHAM B-345; B-309 OR EQUAL. 13. TESTING, ADJUSTING, AND BALANCING A. PROVIDE TESTING OF THE PLUMBING SYSTEM IN ACCORDANCE, WITH THE FLORIDA BUILDING CODE- PLUMBING. 14. STERILIZATION A. DOMESTIC WATER PIPING SHALL BE THOROUGHLY FLUSHED OUT AND STERILIZED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE - PLUMBING. 4 5 �-1 FAUCET COUNTERTOP -wlz SINK OR LAVATORY / WATER HEATER CONTROL VALVE I 1 j -SUPPLY ANGLE STOP (TYP) f I NOTE: ALL PIPING BETWEEN WATER HEATER AND FAUCET SHALL BE A MINIMUM OF 1/2". ELECTRIC WATER HEATER No Scale �WC-1� ACCESSIBLE ELECTRIC WATER COOLER TYPE 304 STAINLESSS STEEL DRINKING FOUNTAIN POLISHED TO A #4 SATIN FINISH WITH DUAL HEIGHT RECEPTOR, SELF CLOSING FRONT MOUNTED PUSH BUTTON TYPE BUBBLERS, STRAINER AND TAILPIECE. FULLY RECESSED REFRIGERANT CHILLER UNIT CAPABLE OF 8 GPH OF 507 AT AN AMBIEMT TEMPERATURE OF 907. ELECTRICAL CHARACTERISTICS -115V AC, 60HZ, SINGLE PHASE. WATERSENTRY VII FILTER WITH 1,500 GALLON CAPACITY TO REMOVE CYSTS, LEAD AND CHLORINE. CHROME PLATED 17 GAUGE 1-1/4 X 1-1/2 BRASS P -TRAP WITH CLEANOUT. 318 INCH I.P.S. CHROME PLATED SUPPLY WITH LOOSE KEY STRAIGHT STOP AND WALL FLANGE. BASIS OF DESIGN FOUNTAIN - ELKAY - LZSTL-8-C TRAP - MCGUIRE - 8902 SUPPLY - MCGUIRE-158LK WC.1 FLOOR MOUNTED WATER CLOSET 15" HIGH, VITREOUS CHINA, 1.28 GALLON, FLOOR MOUNTED TANK WATER CLOSET, SIPHON JET, 3" FLUSH VALVE. SEAT SHALL BE EXTRA HEAVY SOLID PLASTIC WITH STAINLESS STEEL SELF SUSTAINING CHECK HINGE, OPEN FRONT LESS COVER. 112" COMPRESSION X 112" OD CHROME PLATED ANGLE SUPPLY STOP WITH CHROME PLATED 12" FLEXIBLE RISER AND ESCUTCHEON. BASIS OF DESIGN CHINA - AMERICAN STANDARD - 2998.012 SEAT- BEMIS -1665-SS SUPPLY - MCGUIRE - H2169 ELECTRIC WATER HEATER SCHEDULE MARK W ENH-11 EWH-2 - KW INPUT (BTU'S) / KW PER ELEMENT NUMBER OF ELEMENTS ELEMENT OPERATION RECOVERY (GPH)@60°F STORAGE(GALLONS) STORAGE TEMP("F) SIZE(D"xH") VOLTS/PHASE/HERTZ OPERATING WEIGHT(LBS) MANUFACTURER MODEL NUMBER 1.4KW SIM fi COMPRESSION FITTING (TYP) L-1 ACCESSIBLE WALL HUNG LAVATORY 1 VITREOUS CHINA LAVATORY, 20" X 18", PUNCHED FOR SINGLE HOLE FITTING AND CONCEALED ARM CARRIER SUPPORT. SINGLE COLD WATER BRASS FAUCET, 0.5 GPM FLOW REGULATOR, CHROME PLATED PUSH BUTTON HANDLE WITH COLD WATER CODED INDEX. PRE -INSULATED CHROME PLATED WHEELCHAIR LAVATORY STRAINER, CAST GRID DRAIN PLUG WITH STRAINER AND OFFSET DRAIN ASSEMBLY WITH 1-114 INCH O.D. TAILPIECE, CHROME PLATED 17 GAUGE 1-1/4 X 1-112" BRASS P -TRAP WITH CLEANOUT. PRE -INSULATED 112" COMPRESSION X 318 INCH COMPRESSION CHROME PLATED ANGLE SUPPLY STOPS WITH CHROME PLATED 12" FLEXIBLE RISERS AND ESCUTCHEONS. FULLY ADJUSTABLE LAVATORY CARRIER ADJUSTED TO ACCESSIBLE HEIGHT, SEE SPECS. BASIS OF DESIGN CHINA - AMERICAN STANDARD - 0355.012 FAUCET - TSS BRASS - B0805-VF05 STRAINERITRAP/STOPS - MCGUIRE - 2125WC CARRIER -ZURN ZR -1200 SERIES TP -1 AUTOMATIC TRAP PRIMER VALVE MACHINED OF CORROSION RESISTANT BRASS SHALL NOT CONTAIN SPRINGS OR DIAPHRAMS, "0" RING SEALS TESTED FOR RELIABILITY BETWEEN -40 TO 4500 F. INLET OPENING SHALL BE 112 -INCH MALE NPT, OUTLET SHALL BE 1/2 -INCH FEMALE NPT. TRAP PRIMER OPERATES VIA LINE PRESSURE DROP AND DOES NEED TO BE PLACED NEAR A FIXTURE. REFER TO MANUFACTURER FOR PROPER INSTALLATION. BASIS OF DESIGN PRECISION PLUMBING PRODUCTS - P-1 OR P-2 FD 1 FLOOR DRAIN COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE TYPE "S" NICKEL BRONZE STRAINER, 6" SQUARE TOP, TAPPED FOR TRAP PRIMER CONNECTION, VANDAL PROOF. PROVIDE 2" FLOOR DRAIN AND P -TRAP UNLESS NOTED OTHERWISE ON DRAWINGS. BASIS OF DESIGN ZURN - ZN415S-P N. POLUELL 5TUD#O A R C HII T E C T U R IE ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.poweilstucloarch.com AA# 26002236 ® COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, I.L.C. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSU LTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: W aw = W Z moo U W��_� Q m of U. �J O W TWO JV `ALL < 0 Lu ° z W n �zU) �m�W C Joa Zv WIii. C a � LuV zC=W W0�� �a PROFESSIONAL SEAL: �y LIJ ION \j James C. filldim a PIE® P 9 Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: DESCRIPTION MARK DATE ISSUE DATE: 9-11-2013 P-00 1 PLUMBING SPECEFICATIONS m 9 V5 ai rn �i ci M r Q' J H Z w U d w U Q a w Y Q w J O _Z m w U) Lh flO M r U O it ai M O N r