Loading...
HomeMy WebLinkAboutBuilding PlansPR❑ JECT DESCRIPTION GROSS FLOOR AREA: 6,957 SQUARE FEET BUILD -❑UT STRUCTURE: ENCLOSED SINGLE STORY, TYPE V, SPRINKLERED, UNPROTECTED L❑AD-BEARING, MASONRY EXTERIOR WALLS ,x ON SLAB ON GRADE WITH M❑N❑LITHIC PERIMETER FO❑TING. ROOF: PRE-ENGINEERED WOOD TRUSSES w/ PLYWD SHEATHING, SHELL & VANILLA BOX EXISTING i OCCUPANCY OCCUPANCY: GROUP A-3 (ASSEMBLY) 2007 FBC SECTI❑N 303 6957 SF @ 15 SF PER PERSON = 464 PEOPLE MEANS OF EGRESS MEANS OF EGRESS: 2007 'FBC TABLE 10161 & 1005.1 MAXIMUM TRAVEL DISTANCE: 250 FEET SPRINKLERED (TABLE 10161) 02` EGRESS WIDTH PER PERSON 0,2" X 464 ❑CCUPANTS/UNIT = 92,8" TOTAL EXISTING EXIT WIDTH = 3'-0" > 92,8" MAIN ENTRANCE IS NOT WELL DEFINED, PER 2007 FBC SECTION 1025, EXCEPTION 2, ALL❑WING EXITS TO BE DISTRIBUTED AROUND THE PERIMETER OF THE BUILD -OUT TO MEET OR SURPASS THE TOTAL OCCUPANT LOAD. ® ' FIRE SEPARATION 2007 FBC TABLE 508.3.3, (1) HR FIRE SEPARATION EXISTS CURRENTLY BETWEEN THIS BUILD -OUT AND THE OTHER TENANTS. GENERAL PLAN NUILS GL DESIGN PARAMETERS DESIGN LOADS: UNLESS NOTED OTHERWISE N,N.❑J IN SPECIFIC NOTES ROOF LOADS; DEAD LOAD (D,L.); 17PSF (METAL) LIVE LOAD (L.LJ; 30PSF (25% DURATION INCREASE) UPLIFT CALCS; DEAD LOAD (D.LJ; 17PSF (METAL) LIVE LOAD (L.LJ; 30PSF (60% DURATI❑N INCREASE) ` FLOOR LOADS; DEAD LOAD (D,L,); 50PSF (CONCRETE) LIVE LOAD CL,L.), 10OPSF (0% _DURATION INCREASE)_ G2. MINIMUM LUMBER SIZES, SPACES, GRADES, AND SPECIES (U,N.O. IN SPECIFIC NOTES), A. INTERIOR NON -BEARING WALLSi 2X4 STUDS AT 24' ❑,C, SPRUCE -PINE -FIR (SPF) #2 QRADE LUMBER (❑R BETTER) OR METAL STUDS (25 GAUGE) CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS, B. FRAME BEARING WALLS1 2X4 STUDS AT 16' ❑.C, PER PLANS, USE 2X6 SPF #2 GRADE LUMBER (OR BETTER), C. HEADERS; SOUTHERN PINE, GRADE 2, (2) 2X_'s U.N.O. ON PLAN OR DETAILS. NAIL PLIES WITH 16d GUN NAILS AT TOP AND BOTTOM EDGES 16' ON CENTER, G3, HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY, OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH, G4, LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE OR STEEL SHALL BE PRESSURE TREATED. G5 FRAMING CONTRACTOR IS RESP❑NSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES - AND FOR ALL PERMANENT BRACING PER HI - B 91 SUMMARY SHEET. G6, GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND MECHANICAL WORK FOR ANCHORED, EMBEDDED, AND SUPPORTED ITEMS WHICH AFFECT STRUCTURAL INTEGRITY, NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY PRIOR TO ANY CONTINUATION OF WORK. BATHROEM FIXTURE MEUNT G -f\NERAL REQUIIREMENTS LA BUONA VITA LANE 1, ALL WORK TO BE AS PER FLORIDA BUILDING CODE 2007 AND 2009 SUPLEMMENTS AND TO MEET OR EXCEED ALL APPLICABLE LOCAL REQUIREMENTS. -- 2, GENERAL C❑NTRACT❑R T❑ FAMILIARIZE HIMSIfLF WITH THE SITE PRI❑R T❑ F❑RMALIZING A BID FOR C❑NSTRUCTI❑N. I 3. GENERAL CONTRACTOR IS RESP❑NSIBLE F❑RiiALL LABOR, MATERIALS, UTILITIES, TESTING, WASTE REMOVAL, STORAGE, SECURING OF SITE, ACC❑M❑DATI❑N, TRANSP❑RT/FREIGHT AND AL. OTHER COSTS RELATED TO THE C❑MPLETI❑N OF THIS PROJECT, UNLESS EXPLICITLY IDENTIFIED HERE, 4, OWNER IS RESP❑NSIBLE FOR ALL MUNICIPAL RELATED CHARGES SUCH AS IMPACT FEES AND WATER CONNECTION, EXCE>T BUILDING PERMIT FEES, WHICH ARE TO BE INCLUDED IN THE C❑NST CTI❑N BID, 5, GENERAL CONTRACTOR TO CHECK ALL DRAWIGS FOR ERRORS AND ❑MMISI❑NS AND BRING THEM TO THE ATTENT�N OF THE ARCHITECT PRI❑R TO STARTING ANY WORK, OR ❑RDERING MATE IALS OF THE RESPECTIVE DIVISION OF WORK, IF SUCH ERRORS AND EMISSI❑NS ARE NOT REPORTED IN WRITING TO THE ARCHITECT, ANY RESULT NG DAMAGES OR COSTS SHALL BE BORN ENTIRELY BY THE GENERAL CONTRorTOR, r, ARCHITECT IS NOT RESP❑NSIBLE FOR THE G�NERAL CONTRACTORS' METHOD OR MEANS OF C❑NSTRUCTI❑N. 7. GENERAL CONTRACTOR IS TO KEEP SITE IN o CLEAN AND SAFE STATE THROUGHOUT THE COURSE OF C❑NSTRUCTI❑N, ON BUILDING TURN -OVER, GENERAL CONTRACTOR TO CLEAN ALL SURFA(7-S S❑ AS TO BE FREE OF DUST, GREASE, STAINS, SCUFFS, ETC. 8,i ALL WORK AND MATERIAL TO BE GUARANTEE BY GENERAL CONTRACTOR FOR ONE YEAR AFTER CERTIFICATE OF ❑CCU NCY, 9, ALL A/C ROOF TOP TOP UNITS TO BE CHANGE) OUT PER NEW HVAC DESIGN, PRCIIR TO INSTALL ROOF TO BE CHECK FOR (DDITI❑NAL WEIGHT AND STRUCTURAL_ CAPACITY FOR HEAVIER RTU'S i I _ RESTR❑❑M FIXTURES: (1) ADA WC & LAVATORY PER SEX; MENSI (2) URINALS, (1) LAVIT❑RY IN MAIN AREA; W❑MENSI (2) WC, (1) LAVIT❑RY IN MAIN AREA; RE -USE EXISTING (4) WC'S & LAVIT❑RIES IN NF-W LAYOUT; REMOVE (3) WATER F❑UNTAINS & MOP 'SINKS; RE -USE (1) WATER F❑UNTAIN & MOP SINK PER,. EW LAYOUT; F. RESTR❑❑M ACCESS❑RIES: NEW GRAB BARS AS INDICATED w/ MOUNT BACKQNG; (1) ADA MIRROR, WC PAPER HOLDER, PAPER T❑VEL HOLDERS PER SEX; (1)MIRROR OVER SINK, (1) WC PAPER HOLDER, IPAPER TOWEL HOLDERS PER SEXIN MAIN AREAS; DOOR CLOSERS ONTO EXISTING RESTROOM D❑OR>, 17" MIN. FA CODE COMPLIANT FAUCET AND FIXTURES AVATORY t8" MIN. z HOT WATER LINES - AND DRAIN SHALL N BE INSULATED ING ELF �uu L,I¢ ? JL, Li_Q yl Wf BUIILDII�� g7-6" CLEAR TO FIN. CEILiN '&L1-lS�SlASu 4 ' BUY ILELiz /r3'-6' HIGH FLOOR, 3/4' PLYWD ON 2x6@ 24'o.c. 1 L" 2x6@ 24'o.c. KNEE -� WALL SUPPORTING xfi @ 24'o,c, FLOOR FIR ME EACH SPAN END SED BUILD -OUT LBUILDING 1 KEY PLAN SCALE: N.T.S. 2x4 HANDRAIL EACHSIDE OF STEPS.SILL-CAP & CROWN _ TRIM, STYLE BY TENANT 2x6@ 24'o.c, KNEE EX2 WALL SUPPORTING 2x6 BALLUSTER @ 24'o,c FLOOR FRAME @ 5.25'0.c. 12'-1" EACH SPAN END 2x4 POSTS @= 32'o.c. C SET BACK (2)2x6 FOR PT2x12 3/4'PLWD HANGER BRD TREADS IJ 3'-6' HIGH GUARD w/ 5/8' 27'r' STAIRS CS) PT2x12 TR ADS, " . GYPSUM BOTH EXPOSED PT2x12 STRINGER EACH �SIDE 27 2) PT2x1. SIDES ON 2X4 @ 16'o.c 3'-6' HIGH FLOOR. 3/4' r n STRINGERS. 12 -5.5 PLYWD ON 2x6@ 24'o.c. SOUND BOOTH ECTION COVER'EXPOSED SIDE OPENINGSw/ 3/8' PNT, PLYWD, PNT. FIN. THESE PLANS AND AI'L PROPOSED WORK SCALE: 3/8 1'-0 SOUND BOOTH D SUBECT TO ANY CORRECTIONS PLATFORM FRAMING ANJ RED SUBBY FIELD INSPECTORS THAT SCALE: 3/16"=l'-O" MAY BE NECESSARY IN ORDER TO COMPLY WU M,I, APPLICABLE CODES. ST LUCIE COUVO OLAN REIIIETII B DG' dam% TE' d A 9 LEC. S.L '1' UCIE COL"V"i'Y FIRE DISTRICT ATE.: REVIEWED FOR CO.WLIANCE LUMB:` SUBRCT TO FIELD INSPECTIONS �t� Fpc ATE: p SEE ATTACHED O SHUTF ECH: REVIEWED BY: ATE: DATE: C Z L ro s = I u LAVATORY SHOWN MAY NGTfN n MATCH FIXTURE TO BE USED VATI[INS IN PROJECT - SHOWN FOR DIMENSION ILLUSTRATION ONLY N❑ SCALE LAV, DETAIL HOT HHAL NOT E z a X U Q W f � CDLD Z_ I � a �b W O_ 13 0 CLEAR FLOOR SPACE 30' X 48' MIN, AND PIPES MUST BE 11NED WITHIN THIS AREA j BTE RINSULATED IF SKIRT Ln Q 0) O < o = 0 LL_ LL U n­� w W I' U 0 (u Q0 z� I Ov N Li F_� Q U a_ Q THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR'ORAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURERS SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER COPYRIGHT OF RAYMOND CHLADNY COPY OR USE ONLY WITH PRIOR PERMISSION. GENESIS COMMUNITY CHURCH ADDRESS:': CROWNE PLAZA SUITES: 10-13 US#1 & LA BU❑NA VITA DRAWING INDEX NOTES C❑v ARCHITECTURAL Al-A2 MECHANICAL M1-M2 PLUMBING P1 ELECTRICAL El-E2 START DATE: AUG 12 09 NO. REVISION ISSUE DATE m 1ST -REVISION 110.25.09 2ND-REVISION 111 09 09 3RD-REVISION CLIENT: D. STEFANO BUILDING RESTORATION, INC Raymond Chli Licensed Architect #AR-0017475 tl � a1I PRES-CT DESCRIPTI❑N GROSS FLOOR AREA: 6,957 SQUARE FEET BUILD -❑UT STRUCTURE: ENCLOSED SINGLE STORY, TYPE V, SPRINKLERED, UNPROTECTED LOAD -BEARING, MASONRY EXTERIOR WALLS I ON SLAB ON GRADE WITH MON❑LITHIC PERIMETER F❑❑TING. ROOF: PRE-ENGINEERED WOOD TRUSSES w/ PLYWD SHEATHING, SHELL & VANILLA BOX EXISTING ❑CCUPANCY OCCUPANCY: GROUP A-3 (ASSEMBLY) 2007 FBC SECTI❑N 303 6957 SF @ 15 SF PER PERSON = 464 [IN MEANS OF EGRESS MEANS OF EGRESS: 2007 FBC TABLE 1016.1 & 1005.1 MAXIMUM TRAVEL DISTANCE 250 FEET , SPRINKLERED (TABLE 1016,1) 02" EGRESS WIDTH PER PERSON 0,2" X 464 ❑CCUPANTS/UNIT =, 92,8" TOTAL EXISTING EXIT WIDTH = 33'-0" > 92,8" MAIN ENTRANCE IS NOT WELL DEFINED, PER 2007 FBC SECTI❑N 1025, EXCEPTI❑N 2, ALL❑WING EXITS TO BE DISTRIBUTED AROUND THE PERIMETER OF THE BUILD -❑UT TO MEET OR SURPASS THE TOTAL ❑ CUPANT L AD, '& ERE SEPARATION- 2007 FBC TABLE 508.3.3, (1) HR FIRE SEPARATION EXISTS CURRENTLY BETWEEN THIS BUILD -OUT AND THE OTHER TENANTS. GENERAL PLAN NOTES. G1, DESIGN PARAMETERS DESIGN LOADS, UNLESS NOTED OTHERWISE (U,N,❑J IN SPECIFIC NOTES ROOF LOADS; DEAD LOAD (D,LJ; 17PSF (METAL) LIVE LOAD (L.L,); 30PSF (25% DURATION INCREASE) UPLIFT CALCS; DEAD LOAD (D.LJ; 17PSF (METAL) LIVE LOAD (L,LJ; 30PSF (60% DURATION INCREASE) FLOOR LOADS: DEAD LOAD (D.L.); 50PSF (CONCRETE) LIVE LOAD (L.L.); 10OPSF (0% DURATION INCREASE) G2, MINIMUM LUMBER SIZES, SPACES, GRADES, AND SPECIES (U.N.O, IN SPECIFIC NOTES). A. INTERIOR NON -BEARING WALLS; 2X4 STUDS AT 24' O,C, SPRUCE -PINE -FIR (SPF) #2 GRADE LUMBER (OR BETTER) OR METAL STUDS (25 GAUGE) CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS, B. FRAME BEARING WALLS; 2X4 STUDS AT 16' O.C, PER PLANS, USE 2X6 SPF #2 GRADE LUMBER (OR BETTER). C. HEADERSI SOUTHERN PINE, GRADE 2, (23 2X-'s U,N,❑, ON PLAN OR DETAILS. NAIL PLIES WITH 16d GUN NAILS AT TOP AND BOTTOM EDGES 16' ON CENTER. G3, HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. ❑THERWISE THEY SHALL NOT BE REDUCED ;k IN STRENGTH. s G4. LUMBER EXPOSED TO WEATHER OR C❑NTACTING CONCRETE OR STEEL SHALL BE PRESSURE TREATED. G5. FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER HIB-91 SUMMARY SHEET. G6, GENERAL CONTRACTOR SHALL C❑ORDINATE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND MECHANICAL WORK FOR ANCHORED, EMBEDDED, AND SUPPORTED ITEMS WHICH AFFECT STRUCTURAL INTEGRITY. NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY PRI❑R TO ANY CONTINUATION OF WORK, III GENERAL REQUIREMENTS 1, ALL WORK TO BE AS PER FLORIDA BUILDING CODE 2007 AND 2009 SUPLEMMENTS AND TO MEET OR EXCEED ALL APPLICABLE LOCAL REQUIREMENTS. 2, GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE PRI❑R TO F❑RMALIZING A BID FOR C❑NSTRUCTI❑N, 3, GENERAL CONTRACTOR IS RESP❑NSIBLE FOR ALL LABOR, MATERIALS, UTILITIES, TESTING, WASTE REMOVAL, STORAGE, SECURING OF SITE, ACC❑M❑DATI❑N, TRANSP❑RT/FREIGHT AND ALL OTHER COSTS RELATED TO THE C❑MPLETI❑N OF THIS PROJECT, UNLESS EXPLICITLY IDENTIFIED HERE, 4, OWNER IS RESP❑NSIBLE FOR ALL MUNICIPAL RELATED CHARGES SUCH AS IMPACT FEES AND WATER C❑NNECTI❑N, EXCEPT BUILDING PERMIT FEES, WHICH ARE TO BE INCLUDED IN THE C❑NSTRUCTI❑N BID, 5. GENERAL CONTRACTOR TO CHECK ALL DRAWINGS FOR ERRORS AND ❑MMISI❑NS AND BRING THEM TO THE ATTENTI❑N OF THE ARCHITECT PRI❑R TO STARTING ANY WORK, OR ❑RDERING MATERIALS OF THE RESPECTIVE DIVISI❑N OF WORK, IF SUCH ERRORS AND_ ❑MISSI❑NS ARE NOT REPORTED IN WRITING TO THE ARCHITECT, ANY RESULTING DAMAGES OR COSTS SHALL BE BORN ENTIRELY BY THE GENERAL CONTRACTOR. 6, ARCHITECT IS NOT RESP❑NSIBLE FOR THE, GENERAL CONTRACTORS' METHOD OR MEANS OF C❑NSTRUCTI❑N. 7, GENERAL CONTRACTOR IS TO KEEP SITE IN A CLEAN AND SAFE STATE THROUGHOUT THE COURSE OF C❑NSTRUCTION, ON BUILDING TURN -OVER, GENERAL CONTRACTOR TO CLEAN ALL SURFACES S❑ AS TO BE FREE OF DUST, GREASE, STAINS, SCUFFS, ETC, 8, ALL WORK AND MATERIAL TO BE 'GUARANTEED BY GENERAL CONTRACTOR FOR ONE YEAR AFTER CERTIFICATE OF OCCUPANCY, 9, ALL A/C ROOF TOP TOP UNITS TO BE CHANGED OUT PER NEW HVAC DESIGN. PR❑IR TO INSTALL ROOF TO BE CHECK FOR ADDITIONAL WEIGHT AND STRUCTURAL CAPACITY FOR HEAVIER RTU'S RESTR❑❑M FIXTURES: (1) ADA WC & LAVATORY PER SEX; MENS: (2) _URINALS, .,(1) LAVIT❑RY IN MAIN AREA; W❑MENS:: (2) WC, (1) LAVITORY IN MAIN AREA RE -USE EXISTING (4) WC'S & LAVIT❑RIES IN-- NEW LAYOUT; REMOVE (3) WATER F❑UNTAINS & MOP SINKS; RE -USE (1) WATER F❑UNTAIN & MOP SINK PER -NEW LAYOUT; RESTR❑M ACCESS❑RIES NEW GRAB BARS AS INDICATED w/ MOUNT BACKING; (1) ADA MIRR❑R, WC PAPER HOLDER, PAPER TOWEL HOLDERS PER SEX; (1) MIRR❑R OVER SINK, (1) WC PAPER HOLDER, PAPER TOWEL HOLDERS PER SEX IN MAIN AREAS; DOOR CLOSERS ONTO EXISTING RESTRO❑M DOORS, 17" MIN. FA CODE COMPLIANT FAUCET AND FIXTURES AVATORY e" MIN. Z � HOT WATER LINES AND DRAIN SHALL irl w BE INSULATED BATHROUM FIXTURE MOJNTING ELL'JATIJGS NO SCALE 0 I (u 0 X Z Q Hi E Lj c~. u 4 M9 d' J� W I -j :6" CLEAR TO MN. CE G WALL/SiUAB]I 4 ' RISE L00 3'-6'HIGH FLOOR. 3/4' ff KEY PLAN SCALE: N.T.S. 2x4 HANDRAIL EACH SIDE OF STEPS NEE SILL CAP.$ CROWN 2xL SUPPO TING TRIM, STYLE BY TENANT WALL SUPPORTING 2x6 @ 24'a.c, FLOOR FRAME EACH SPAN END PLYWD ON 2x6@ 24 o.c. t 2" 2X2 _ '+ BALLUSTER 2x6@ 24'o.c. KNEE dN- � @. 5.25'o.c. WALL SUPPORTING 2x6 @ 24'o.c. FLOOR FRAME 2x4 EACH SPAN END POSTS @_ i ti 32'o.c. OI z " M V PT2x12 3'-6' HI c-= 3 GYP SET BACK (2)2x6 FOR 3/4'.PLWD HANGER BRD ..TREADS SIDES ON 2x4 @ 16'o.c. -3'-6' HIGH FLOOR. 3/4' SOUND BOOTH PLLYWD ON 2x6@ 24'o.c. STAIRS, (5) PT2x12 TREADS, 27" ' ` (2) PT2x12 SOU 1V D PT2x12 STRINGER EACH SIDE - 12'-5.5" sTRINGERs. PLATFORM FRAMING COVER EXPOSED SIDE SCALE: 3�16"=1'—O" THESE PLANS AND ALL �`I� OOTH SECTION OPENINGS T. IN. AND SUBJECT fC! ANYP'�;CR%TI PLYWD, POT. FIN. REQUIRED BY FIELD INSPECTORS TWq SCALE: 3/8"=1'-0" MAY BE NECESSARY IN ORDER TO � COMPLY WITH ALL APPLICABLE CO[�, LLt Copy ' (2)2x4POSTS -� EACH SIDE STEPS. 2x4 HANDRAIL EACH SIDE OF I' 12" STEPS 12„ FBC r7 !� c� Aq 0 1 R �oSAOy�q� FL 9 r FIRE lMARSHA1,'SOFFICE SUM I GH GUARD w/ 5/B' BOTH EXPOSED 27" h L 1 J Q LLI r1r)o __j ol Q oi ; I— LL_ U �i W I LI I J O U� � � N LLJ I__ I Q Q O THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES'..ONLY. SIZEAND O. LOCATION MAY VARY TOR' MEET MANUFACTURERS SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER COPYRIGHT OF RAYMOND CHLADNY COPY OR CTSE ONLY WITH PRIOR PERMISSION. 3/8'DIA. THRU BOLTS w/ -' I 1.25' WASHERS BOTH SIDES. ENSURE MIN. 1.5' THICK SOLIDBACKING. START DATE: AUG 12 09 NO. REVISION/ISSUE DATE RAISED FLR. HANDRAIL o 1ST —REVISION 10.25.09 SCALE: 3�8"=1''—O» 2NDJEVISION 11 09 0! 3RD—REVISION 11 30 0! O' 1 CLIENT: Y D. STEFANO BUILDING RESTORATION, INC FIRE SPRINKLERS & ALARM: FIRE SPRINKLER & FIRE ALARMS SYSTEMS TO BE COMPLETED BY OTHERS ❑N o Z !, i SEPARATE REVIEW & PERMIT, A VOICE EVACUATION WILL ALSO BE REQUIRED vEd GN ( x X o I U) E. 0 S. IN (U i a GENESIS COMMUNITY DRAWING INDEX ❑T LAVATORY SHOWN MAY N CLEAR FLOORSPACE CHURCH NOTES C❑V MATCH FLXTURE TO BE USED a 30` X 48' MIN: IN PROJECT - SHOWN FOR ADDRESS' ARCHITECTURAL Al-A2 DIMENSION ILLUSTRATION ONLY _BOWLANDPIPES MUST BE MECHANICAL M1-M2 CONTAINED WITHIN THIS AREA CR❑,WNE PLAZA L A V D ETAIL WATER SUPPLY & DRAIN LINE HOTSHALL SHALL BE INSULATED IF SKIRT SUITES: 10-13 PLUMBING Pi r NOT PROVIDED (TYP) US#1 & LA BUONA VITA ELECTRICAL El-E2 SCALES N.T.S. it Raymond CMadny Licensed Architect BAR-0017475 ax PL❑❑RPLAN NOTES 38'-0" A 1 CONTACT OWNER PRI❑R TO GYPSUM & CEILING - INSTALL FOR COMMUNICATI❑N & COMPUTER SYSTEMS, Li L A 2 FIRE EXTINGUISHERS TO BE CHEMICAL TYPE 2A IOBC A3 ALL CLOSETS TO HAVE WIRE SHELVES PER TENANT DIRECTION S WALL END CAP, TIGHT & SEALED TO GLASS. A4 ..... RE -USE DOORS & HARDWARE WHERE PRACTICAL WHITE WALL END CAP, _ /\(� I\LJ I INI'I I MIN I 1 11LJIYJ' L'� u. vain LJ `+' i ♦ `—I + , rl t _ I " 24f1 WATER BIRD BOTTOM 48', 96'HIGH, DRYWALL RETURN T❑P. , .. » , ....... ..... , ..... « •/TRAVEL+DIST. I , TRAVEL DIST, TRAVEL DIST! ^ 1 2 ' � 32 FEET I TRA58 VEL DIST: 71 FEET 152 FEET SOUND BOOTH ' INTERIOR FINISHES: © CHILD NARTHYX 1 DOUBLE PUSH , -sy sager ; I1-o 'Mx / _ I I , PANEL LATCH 1 1 1, FLOORS: CARPET OR VINYL C❑MPSITE/CERAMIC, AS PERFLOOR PLAN, CD STORAGE ✓J _M Ili C❑ I III CLOSER III 1 SEE COVER FOR BOOTH FRAMING 1 . I I L--- ' ' . " STYLE & COLOR BY OWNER. SEE NOTE 5 BEL❑W, CD I W-D/ 4* a, ,; , 1 12-10 ' a I 1 7'-0' HIGH WOOD ' 2, WALLS: PNTD 1/2 GYPSUM BIRD, 1 PRIMER, (2) FINISH SATIN LATEX' -221" -1 ❑I I , I FRAMED KNEE WALL ' RESTR❑❑MS TO BE WATER RESISTANT GYPSUM BOARD. REQUIRED. , , 1 AROUND SOUND ROOM. ' RM <100 SF 3, BASE -BOARDS; 4' PAINTED WOOD, ALL CORNERS MITERE 4, CEILING: EXISTING 2'x4' ACOUSTIC PANELS, RE USE WHERE P❑SSIBLE FOR NEW I ❑ / I 1 SANCTUARY ' WALLS GOING THRU IT. 11- ce�ar , CONTRACTOR TO ENSURE PANELS MEET NOTE 5 BE`LO ® I ❑J i i i 5, INTERI❑R WALL & CEILING FINISHES SHALL BE AS `FOLLOWS: I PRE-K / CORRID❑RS & EXIT PASSAGES: CLASS B (<76 FLAME SPREAD & 451 SMOKE DEV;)I a, o. a uAxTma i i I I ROOMS & ENCLOSED SPACES: CLASS C (<201' FLAME SPREAD & 451 SMOKE DEV,) I "' PRE-x 1 , 1 1 NON -FIXED SEATING 1 ��, " I n '-o7 cAmer polo I EXISTING 1 HR RATED WALL. ENSURE SMOKE 30'-0w © ���� SEAL TO U/S ROOF DECK. 1 I CLOSET CLOSET 0 1 1 1 1 1 11-0(;MWLT 11-0 CARPeI' 11'.-4" 1 1 1 ; '--------- ---- TRAVEL I 1 I 1 _ 1 ' 1 © CDMMDN PATH TRAVEL I ; DIST.' IB FEET 1 1 ❑ ``�`� 1n H I I 1 ® 1 CLOSET 1 11-o CAM%T 1 1 ' 1 A3 al T- NURSERY - -------163,T30_0--� 1 EXISTING 1 HR RATED 8 UP U WOOD FRAMED STEP w/ -- -- — -- WALL. ENSURE SMOKE WORSHIP PLATFORM IS ADA EXEMPT P cNl 1 SEAL TO ROOF DECK. � 4'-72" � - 1 PLYWD DECK @MID HEIGHT .. ........ a OF RAISED FLOOR, w/ ... ............... ....... .. .`,' '.' 4=0.. - HANDRAILS EACH SIDE. UH 1 1 DOUBLE PUSH I I , 1 CHILDREWS CHURCH I RAISED k6oa 00 , u-o ceRrer ' _.- - _ - -� 1 PANEL LATCH ' 48e1i .. I ii o /�D arCA nasi� 1 / NO DOUBLE +/-15'-3. 17' .3" PUSH PANEL REMOVE D.F. & MOP SINK (4) 1 / NURSERY Off] 46 FEET , 4'-0" �OR CLOSER 1 ID E RE WALL ALIGNS w/ E%TERIOR D JAMB. LOCATIONS EACH. J u'-o'/ ceBrer I EXTERIOR I ' ' a I RE -USE CD OF EACH AS SHOWN �� / a1. 1 1 i 7'=2" IoiATDxEiRAL aicR , I„ 1 I i [El1 e 19 - 1 I I C o 0 FANN�ller' 1 Ilr�il it i'I .. In •' 10'-6" j FASTEN. DECK w/ CONST: ADHESIVE 2x6 WD BLKG MID PT2x12 @ 24' o.c. w/ °" ADJUST DR L',I "",psi �. o000000 0000000 - r --� _ I -11 RAisen o000000 0000000 8dx2.5' RING SHANK NAILS @ 6'o.c. LENGTH TO U/S PLYWD. 3/4' PLWD DECK `♦ �� �� 30 r (TYPICAL ALL RAISED FLOORS) �' - I Y e ; L-Y: �° i d—p�C' © ,.. HI-LO �y1 �J AIYlIN�.1 ' h FLmR ALL WALLS OF THIS STORAGE I ' RAISED FLOOR FR I L 1 N I ➢.F. 1 n--�---T: A uJ. -`-- --- -- 1 i� �F,:M ,� _v� _ BE SMOKE SEALED BOTH SIDESg � , rr SCALE: 3/8"=1'-0" I ' _ --- - BREAK RM , - I /,,///f•` AF.I � 3 -9 � � `�-+ --�u N 1 � I�u I A6 ..�$....:.. J `�' A4 i 1 rn . IN. j• I - " ➢ I I lw-o•/ TUR I 1 4 U " n REMOVE DOOR & STORAGE 4f -'f IVII -,. FRAME, INFILL & it-u' ms ; I ENSURE MIN. I I - 1 NEW W� 4 4 / MEN TRAVEL FIN. TO MATCH " SO'-0' CLEAR TO 7ENo. ® 1 nlsr, I INFRONNTT of R. JAM WOMEN ❑ AS EXISTING WALL-� PTo.c. w/ Q �j ' - , r7 17� 0 © io'-o,/'ma _.--1 --- » 12 I'..rl TRAVEL DYST.I I I I �' 1 TIGHT To I A6 ,.- 3/CK ° ° 66 FEET ! io'-0'/ TDE l TRAVEL / , II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ♦ _ 61 FEET 1 I --- T— CARPET STYLE Q Q .. 44 FEET BY TENANT in I ® FINISH U/S OF EXISTING WALL,. "[ND11STF C 0 FINIS U/S OF EXISTING WALL CUT © iD.F„ DOOR & I EXISTINGISH /WALL CUT REMOVE DOOR & EXISTING WALL CUT TO 6' BELOW DROP FRAME TO BE TO 6' BELOW DROP I ,a,1 FRAME, INFILL & TO 6( BELOW DROP CEILING SO TILE NOT RELOCATED HERECEILING SO TILE NOTEFIN, TO MATCH XISTING WALL 1 CEILINGEFFECTSOTILE NOT IEFFECTED. REPLACE DROP EFFECTED.1/8'D. O G ANGLE CLIPS I '" '" '" CEILING WHERE1/8'x3'x3', 4' LONG J w/ (2)3/16'x1.5' 25 —0 - 25 —0 25 —4 .WALL WAS MOVED ,„ 1$�-8" 19'—�" it IOdxIS & (2 3/16`x1.5CLIPS wl ANGLE� TAPCONS. (37 CLIPS @ 46'o.c. IV E(rl come. lo• oyjcolic. SUITE # 10 �,, SUITE # 11 SUITE # 12 ',RESTRM TILESIST G SUITE # 13 SUITE # 13 TAPCONS. (2) CLIPS/STEP PLATFORM SECTION . ....... 1 1 1 2co y 1 4 1 E SCALE: 3/4"=1'-O" (z) PAIRS TOTAL �. FLOOR PLAN EXIST�G RESTROOMS I WALL TYPE E LEGEND GROSS FLOOR AREA: 6,957 SF SCALE: 3/16"=1'-0" NEW INTERI❑R 2X4 MMMZM5M NEW 2x4 WALL, THRU D P C IL'G, SCALE: 3/16"=1`-0" 3/4" PLYWOOD 24'o.c, MAX. FRAMED WALL SMOKE SEALED TO U/SROOF DECK 1'-2" w/ 3,5' BATT INSULATI❑N ®---------r 1/4" PLYWOOD BACK EXISTING PARTY WALLS 2NEW IN ERIORRAMED@WA'LL SE PLANSANIpgLL PROPOSED �_�-M ""- A` D SUBJECT TO ANY CORRECTION 1 HR F,R,R„ UL#U465 w/ MIN, 3,5' BATT INSULATI❑N EOUIRED 8YFIEtp INSPECTORS' I� 3/4' PT PLYWD DECK w/ Bd RING NAILS @ ____-----=== REM❑V D EXISTING WA S MAYBE ST 1 � EXISITNG EXTERI❑R WALLSECESSARY IN THAT �� 3/4" ADJUSTABLE PLYWD. B'o.c, 'GYPSUM, PTlx2 STRP'G ON );0;;-a-a-a- EXISTING PARTITIONS T❑ REMAIN coCMPLY WITH ALL ORDER TO _,.,. ,1 SHELVES w/ HARDWOOD PT2x4 LEDGER FASTENED CBS, w/ R-4.1 INSUL, EXCEPT SEE NOTE IN STORAGE RM, APPtICAgtECpDES, SLC1`U EDGES (TYP.) TO SOLID BACKING INSIDE Dff1GE 04 CHASE WALL w/ (4) 3/8' ® FIREMARSHAS. RECESSED ADJUSTABLE 72 AiF - THRU BOLTS w/ NUTS & 1' SHELF STANDARD (TYP.) WASHERS EVENLY SPACED, (3) PT2x4 KNEE BRACES ❑ ❑ SCHEDULE NAILED TO INSIDE EDGE PLASTIC LAMINATE ON FRAMING, T&B, 3/4" PLYWOOD N DOOR SIZE DOOR ERA E FIRS REMARKS . FRAMING SE WALL I D (WIDE X HIGH x THICK) RATING _ 3/4" PLYWOOD PR❑FILE FACE CORE FINISH MATERIAL THRES111OLDFINISH A, NG (2)3'-0' X 7'-0' EXISTING — — EXTERI❑R DOOR OL 3/4" PLASTIC LAMINATE ON FRAMISTEELYSTTUDIAS MI B 3'-0' X 7'-O' EXISTING - - EXTERIOR DOOR 2-0 3/4 PLYWOOD ALTERNATE C 3'-0x 6-8a x 1-3/8S WOOD S❑LID STAIN WOOD — T PNT — INTERI❑R, KEYED PER TENANT 28" D z'-s' x 6'-8• x 1-3/8' 2 WOOD SOLID STAIN WOOD — PNT — INTERI❑R, KEYED PER TENANT E (2)3'-0' X 6'-8' X 1-3/6' 4 METAL HOLLOW PAINT METAL PNT — — CLOSER, PINS & PUSH PANEL LATCH OUTLINF 3'-0' X 6'-8' X 1-3/8' 4 WOOD S❑LID PAINT WOOD — PNT _ _ INTERI❑R, KEYED PER TENANT WHERE EOCCUROF S K (2)16d THRU E (2)2'-6' x 6'-8' X 1-3/8' 1 METAL HOLLOW PAINT WOOD ALUM, PNT CLOSER, PINS & SEE PLAN NOTES 3/4" ADJUSTABLE PLYWD. PT2x4 LEDGER INTO CENTER H 3'-0' X 6'-8' X 1-3/8' 1 WOOD S❑LID PAINT WOOD — — PNT — INTERI❑R, PANIC HARDWARE, CLOSER SHELVES W/ HARDWOOD EDGES (TYP.) PT 2x4 FRAMIN PT2x4 I a'-o• x 7'-0' EXISTING 1 WOOD S❑LID PAINT WOOD — — PNT — — INT, DR w/ PRIVACY SET 00 " (2) PT2x4 KNEE j 31-0' X 6'-8' x 1-3 8' 1 METAL HOLLOW PAINT METAL — — PNT — - INTERI❑R KEYED PER TENANT NI PLASTIC LAMINATE ON 3/4" PLYWOOD BRACES NAILED TO INSIDE EDGE DOOR NOTES: DOOR PROFILES: RECESSED ADJUSTABLE FRAME SHELF STANDARD (TYP.) 1, ALL RESTR❑❑M DOORS TO HAVE PRIVACY SETS, MALE/FEMALE 1/4" PLYWOOD BACK GRAPHIC & BRAILLE LABELS, 2, ALL DOORS WITH KEYSETS TO HAVE BOLT TYPE STIKES, ❑ ❑ s 3/4" PLYWOOD ALL DOORS M, DUTY SHLAGE ADA APPROVED. ❑ AY AS ACTUAL ASSEMBLY MAY VARY IN � `* ❑ ❑ RESILIENT BASE THE FEILD, ARCHITECT TO EXAMINE 3, ALL DOOR FRAMES TO HAVE 2,25' WOOD CASINGS' ' Q U ASSEMBLY PRIOR T❑' PLACEMENT OF ¢' L41T o 2X WD. BLOCKING (TYP.) WATER TANK, c 3 4, ENSURE EXISTING EXTERIOR DOORS ALL HAVE PUSH PANELS PER 1008.1,9 KITCHEN CABINET' DETAIL OPTIONAL WIHI PROFILE 1 PROFILE 2 PROFILE 3 PROFILE T SHELVE' NOT TO SCALE NOT REQUIRED IF OWNER NOT INSTALL TANK, 5, ALL RESTRO❑M PARTITI❑N DOORS TO BE: 36'x80 FOR ADA & Bx36 LITE 24x36', LITE w/40' AFF CO NTR TOP PROFILE 5 NOT TO SCALE NON-ADA-DOORS: 30'x80', ALL H,MTL OR WD w/ PNTD, GALV, METAL FRAMES 24x36 LITE Ln z� p << O CD n Ln LLJ C-) 0 L LC) LLJ W I U V� / _0 ) ( OU �N LLJ I Q0 r�_l <C U O Q THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION 'MAY VARY TO MEET MANUFACTURERS SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER 00 COPYRIGHT OF RAYMOND CHLADNY. COPY OR USE ONLY WITH PRIOR PERMISSION. START DATE: AUG 12 09 NO. REVISION/ISSUE DATE 1ST -REVISION 10.25.09 2ND-REVISION 11 09 0 3RD-REVISION 111 /30/0 CLIENT: D. STEFANO BUILDING RESTORATION, INC I Raymond Chladny Licensed Amhdect #AR-0017475 FOR UP TO 2 HR FRAMED WALL System No. W-L-1075 November 29, 1995 F Rating - 2 Hr T Rating — 0 Hr 131) Bt d S S. 5 a I „I SECTION A -A 1. Wall Assembly — The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 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 either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board* - Two layers of nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of opening is 13-1/4 in. 2. Through Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe; conduit or tubing to be rigidly supported on both sides of wall assembly. The annular space shall be min 0 in. to max 1/4 in. The following types and sizes of metallic pipes, conduits or tubing maybe used: A. Steel Pipe — Nom '12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe Nom 12 in. diam (or smaller) cast or ductile iron pipe. C. Conduit — Nom 6 in. diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tubing — Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* —Caulk — Fill material to be forced into the annulus to maximum extent possible. Additional fill material to be installed such that a min 1/2 in. crown is formed around the penetrating item and lapping 1/4 in. beyond the periphery of the opening. RECTORSEAL — Metacaulk 950 *Bearing the UL Classification Mark OUTLET BOXES & FITTINGS CLASSIFIED FOR FIRE RESISTANCE — 2 RS OR LESS UL#: R9140 NONMETALLIC OUTLET & SWITCH BOXES. CLEARANCE BETWEEN BOXES & CUTOUTS IN WALL SHALL NOT EXCEED 1/8' ; THE AREA OF OPENINGS FOR BOXES SHALL NOT AGGREGATE > 100 SO IN./100 S.F. OF WALL OR PARTITION AREA, WITH NO OPENING EXCEEDING 22.0 SQ IN.; OUTLET BOXES ON OPPOSITE SIDES OF WALL OR PARTITION SHALL BE SEPARATED BY HORMONAL DISTANCE OF NOT LESS THAN 24". all all Design No. U465 March 23, 2009 Nonbearing Wall Rating —1 HR� PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type PG-C, PG -II or PG-9. U/S ROOF DECK s" ? PANEL REY S A — Type PRX. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD —Type EX-1 FIRE & SMOKE SEAL TEMPLE -INLAND FOREST PRODUCTS CORP — Type X, Veneer Plaster Base - Type X, BOTH SIDES & ALL EDGES Water Rated - Type X, Sheathing - Type X, Soffit -Type X, TG-C, GreenGlass Type X. & ® TOP OF WALL ALSO. Y UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP-AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX). CAULK AND SEAL ALL SEAMS AND 7ALL PENETRATIONS THRU RATED WALL 1. Floor and Ceiling Runners— (not shown) — Channel shaped runners, 3-5/8 in. wide (min), I- 4A. Gypsum Board* — (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, ri d E d ' h V• 1'4 .4d d 1/4 in. legs, formed from min No. 25 MSG galv steel, attached to floor and ceiling with fasteners square or tapere a ges, app ie vertic y or onzont y. ertica Joints centere over stu s an --I staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt spaced 24 in. OC max. gg tY pp g J PENETRATI❑NSA joints on opposite sides of studs need not be staggered or backed by steel framing. Panels attached EXISTING ❑ R N E W IA. Framing Members*— Floor and Ceiling Runners =(Not shown) —As an alternate to METAL PIPE to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied 1 H R MIN, F : R . R: CBS ❑ R Item 1 Channel shaped, min. 3-5/8 in. wide, attached to floor and ceiling with fasteners 24 in. horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels FRAMED TENANT WALL, THRU C M U WALL OC. max.; are applied vertically. When used in widths other than 48 in., gypsum panels to be installed C-AJ-1291 MAX 3010 horizontally. THRU GYPSUM WALL: SCAFCO STEEL STUD MANUFACTURING CO —Type SUPREME Framing System WL-1075 UP TO I2#0 CANADIAN GYPSUM COMPANY Types AR, C, IP-AR, IP-X 1, IP-X2, IPC-AR, SCX, PLASTIC PIPE; 113. Framing Members - Floor and Ceiling Runner* —Not shown - In lieu of Item 1 For use SHX, WRC or WRX. C-AJ-24393 MAX 5" 0 with Item 2B, proprietary channel shaped runners, 1-1/4 in. deep by, 3-5/8 in. wide fabricated from min 0..0200 in thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CERTAINTEED GYPSUM INC — ProRoc Type X, ProRoc Type C. MARINO\WARE A DIV OF WARE INDUSTRIES CERTAINTEED GYPSUM CANADA INC — ProRoc Type X, ProRoc Type C. E X I S T' G SLAB GEORGIA-PACIFIC GYPSUM LLC— Types DAP, DAPC,DGG,DS. ALL PENETRATIONS THROUGH INC — Viper20STM Track, Viper20DTM Track WALL TO BE AS DETAILED LAFARGENORTH AMERICAINC — Type LGFC6A,LGFC-C/A CAULKED AND SMOKE 2. Steel Studs =Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back returns, SEALED WITH FIRE RATED SEALANT. formed from min No. 25 MSG galv steel spaced 24 in. OC max. Studs to be cut 3/4 in. less than UNITED STATES GYPSUM CO — T ype AR, C, FRX-G, IP-AR, IP-Xl, IP-X2; IPC-AR, assembly height. SCX; SHX, WRC, WRX, , USGX (Joint tape and compound, Item 5, optional for use with Type THERE SHOULD BE NO PENETRA,TI❑NS THRU THE 1 HOUR PARTY 2A. Framing Members*— Steel Studs —As an alternate to Item 2 -Channel shaped studs, mina USGX). WALL, BUT IF S❑, MUST COMPLY WITH THE UL DETAILS: 3-5/8 in. wide, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. or xlco s A DE c v —Type AR, c, IP-AR, IP-xI IP-x2, Irc-AR; scx, sxx, wxe NEW & EXISTING INTERIOR FIRE RATED WALL SCAFCO STEEL STUD MANUFACTURING CO Type SUPREME Framing System U 65 FRAMED WALL SCALES N:T:S 4B. Gypsum Board* — (As an alternate to Items 4 or 4A) — Nom 3/4 in. thick, 4 ft wide, 1-iHR FIRE RATED ASSEMBLY installed as described in Item 4A with screw length increased to 1-1/4 in. 213. Framing Members- Metal Studs* — Not shown - In lieu) of Item 2 For use with Item 1B, proprietary channel shaped steel studs, 1-1/4 in. deep by 3-5/8 in. wide fabricated from min 0.0200 CANADIAN GYPSUM COMPANY — Types AR, IP-AR. in. thick galv steel. Studs 3/4 in. less in lengths than assembly heights. UNITED STATES GYPSUM CO — Types AR, IP-AR. MARINO\WARE A DIV OF WARE INDUSTRIES 4C. Gypsum Boa> d* — As an alternate to Items 4, 4A and 4B - Nom. 5/8 in. thick yp gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long INC — Viper20STM, Viper20DTM bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and Mineral wool or lass fiber Batts partially or completely 3. Batts and Blankets — (Optional) g P Y p Y horizontal butt joints on opposite sides of studs on interior walls need not be staggered or backed filling stud cavity. by steel framing. See Batts and Blankets: BZJZ category for names of Classified companies. TEMPLE -INLAND FOREST PRODUCTS CORP — GreenGlass Type X. FILE ( ) g D' YP 3A. Filer, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose 4D. Gypsum Boar-Wr — As an alternate to Items 4, 4A, 413, and 4C - Nom. 5/8 in. thick gypsum material. The fiber is plied with water to completely fill the enclosed cavity in accordance with panels applied horizontally. Horizontal joints need not be backed by steel framing. Horizontal edge the application instrupiit-s` supplied with the product. Nominal dry density of 3.0 lb/ft3. Alternate joints and horizontal buttjoints on opposite sides of studs need not be staggered. Gypsum panels 1 cation method: The er isa lied with U.S. Greenfiber LLC Type AD100 hot melt adhesive fastened to framing with l in. long Type S steel screws 1-1/2 in. from board edges, 3 in. from application pp fib'" pp board edge and eve 8 in. OC in & field. Screws spaced a max 12 in. along the to and bottom at a nominal ratio of one art adhesive to 6.6 arts fiber to completely fill the enclosed cavityin g D P g p Through -penetration Firestop Systems System No. C AJ-2393 ,, P p . p r y edges of the wa1L accordance with the application instructions supplied with the product. Nominal dry density of 2.5 5. Joint Tape and Compound — Vinyl, dry or remixed joint compound, applied in two costs to April 27, 2005 3 P P Y Y P j P PP System No. C-AJ-1291 lb/ft ' joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. December oa; zool gyp plaster may be applied F Rating - 2 Fir an alternate, nominal 3/32 in. thick sum veneer lied to the entire surface U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon-FRM Fire Rated Material T Rating- I Hr ( ) of Classified veneer baseboard. Joints reinforced. Paper tape. and. Joint compound may omitted F Raring — 2 Hr when gypsum boards are supplied with square edges. THESE PLAN �P....,i 3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray 6. Resilient Channel — (Optional -Not Shown) 25 MSG gals steel resilient channels spaced S AND ALL PROPOSED $+iYC9 r 0 Hr applied cellulose insulation material. The fiber is applied with water to interior surfaces in vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S- AND SUBJECT TO ANY CORRECTIONS r I REQUIRED BY FIELD INSPECTORS THAT 9 fill 12 panhead steel screws. accordance with the application instructions supplied with the product. Applied to completely the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. MAYBE NECESSARY IN ORDER TO .' F .. g (Not —As an alternate to Item 3, furring channels and COMPLY WITH ALL APPLICABLE CODES. "`�`"`�v' .5 F •� � 6A. Steel Fromm Members o !�� ,, . resilient sound isolation clipas described below: } NU -WOOL CO INC Cellulose Insulation a. Furring Channels — Formed of No. 25 MSG gale steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. * — thick, d to steel studs and floor and ceiling track ' -`' 4. Gypsum Board 5/8 m. ck, 4 ft wide, attache g Ends of adjoining channels ire overlapped 6 in. and tied together with double strand of No. A A J g � PP g �. 1 in long,, T e S steel screws spaced 8 in. OC. aloFi ed es of board and 12 in. OC in the with Type p g 18 SWG gals steel wire near each end of overlap. As an alternate, ends of adjoining '`.�, :-•-- I fL �; field of the board. Joints oriented vertically and staggered on pposite sides of the assembly. When channels may be overlapped 6 in. and secured together with two self -tapping #6 training Y PP g PP g g channels) or 6A (furring channels wallboard is screw attached to r 2 attached to item 6 (resilientc anne ) (fu g screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of furring channels with 1 in. long, Type S steel screws spaced 12 in. OC. the channel. b. Steel Framing Members* — Used to attach furring channels (Item a) to studs (Item 1). sl erton r,-rA AMERICAN GYPSUM CO — Types AG-C, AGX- I p p Type 4" 1. Floor or Wall Assembly Min 4-1/2 in. thick reinforced t twei t or normal weight Clips spaced in. OC. and secured to studs with 1-5/8 in. wafer or hex T e S steel Y— or (100-150 pef) concrete or 5 m. thick reinforced lightweight or normal weight concrete wall. screw through the center grommet. Furring channels are friction fitted into clips. { - Z wall may also be concocted of any UL Classified Concrete Blocks*. Max diameter of BEIJING NEW BUILDING MATERIALS PUBLIC B. Steel Framing Members* — Optional = Not Shown- Used as an alternate method to attach A opening is 5 in. resilient channels (Item 6). Clips attached at each intersection of the resilient channel and the steel see Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of studs (Item 2). Resilient channels are friction fitted into clips, and then clips are secured to the stud manufacturers. LTD CO Type DBX-1. with min. I in. longType S-12 anhead steel screws through the center hole of the clip and the Yp P S" P 2. Through Penetrants — One nonmetallic pipe to be installed either concentrically or 0 ,.A .eccentrically within the Firestop system. Annular space between pipe and edge of opening CANADIAN GYPSUM COMPANY —Types AR, C, IP-A R, lP-X 1, IP-X2, IPC-AR, SCX, I. resilient channel flange. SEC�shall be min. 3/16 in. to amax. 5/16 in. Pipe to be rigidly supported on both sides of floor or '.SHX, WRC Or WRX. * 1 M Floor or Wall Assembly — 'n 2-1/2 in. thick reinforced lightweight or normal weight (100 .wall assembly. The following types: and sizes of nonmetallic pipes may be used: Bearing the UL Classification Mark A. Polyvinyl Chloride (PVC) Pipe—Nom 4 in. diam (or smaller) Schedule 40 solid i 50 pef) concrete. Wall may alsbe constructed of any UL Classified Concrete Blocks*. Max or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste dram of opening is 30-7/8 in. I or vent) piping systems: CERTAINTEED GYPSUM INC — Types L EGRG, ProRoc Type X, ProRoc Type C. B. Chlorinated Polyvinyl Chloride (CPvc) Pipe-Nom a in. diam (or smaller) See Concrete Blocks:(CAZT) category inthe Fire Resistance Directory for names of SDR 13.5 CPVC pipe for use in closed (process or supply) piping systems. manufacturers. ! 3. Firestop. System - The firestop system shall consist of either of the following: CERTAINTEED GYPSUM CANADA INC ProRoc Type C, ProRoc Type X or ProRoc Type A. Fill, void or Cavity Material* —wrap strip -Nom 3/16 in. thick by 1-3/4 in. Abuse -Resistant. 2: Through -Penetrant — One tetallic pipe or conduit to be installed either concentrically or wide intumescent wrap strip. Two layers of wrap strip individually wrapped around eccentrically within the firestop system. The annular space between pipeor conduit and pipe with ends butted and held in place with tape. In floors, wrap strip butted side to periphery of opening shall be m`p 0 in.: to max 7/8 in. Pipe or conduit to be rigidly supported on side and slid into annular space with the lower edge flush with bottom surface of GEORGIA-PACIFIC GYPSUM L L C Types 5 9 C DAP DD DA DAPC DGG DS both sides of floor or wall assembly. . The followin es and sizes of metallic t es or conduits floor. in wails one wrap strip inserted into annular space from each side of wall, and YP r o 0 0 > e e e > Y g tYli P P .recessed % in GPFS6. may be used: � A. Steel Pipe —Nom 30 in. diam (or. smaller) Schedule 10 (or heavier). steel pipe. HH,TI CONSTRUCTION CHEMICALS, DIV OF B. Iron Pipe - Nom 30 j . diam (or smaller) cast or ductile iron. pipe. LAFARGE NORTH AMERICA INC Types LGFC2, LGFC2A, LGFC6,, LGFC6A, LGFC-C, C. Copper Pipe -Nom j6 in. diam (or smaller) Regular (or heavier) copper pipe. HILTI INC- CP648-E-w45/1-3/4° wrap strip D. Co pper Tubing — Nom 6 in. diam or smaller Type L (or heavier) copper tubing. E. Conduit —Nom 6 in. �diam (or smaller) steel conduit. B. Fill, Void or Cavity Materials* —Sealant -Min 1/4in thickness of fill material F. Conduit - Nom 4 in. 4iam (or smaller) steel electrical metallic tubing (EMT). applied within the annulus, flush with top surface of floor of both surfaces of wall. NATIONAL GYPSUM CO Types FSK FSK-C FSK-G FSW-C FSW-G FSW FSW-3 3.Fill, Void orCavity Material�— Sealant — Min l/2in. thickness of fill material applied ' ' ' ' ' ' ' - 'within the annulus, flush with top surface of floor or with both surfaces of wall. At the point H[LTI CONSTRUCTION CHEMICALS, DIV OF FSW-5, FSW -6. contact location between pipe and concrete, a min 1/4 in. diam bead of fill material shall be HILTI INC— FS-ONE Sealant applied at the concrete/pipe interface on the top surface of floor and on both surfaces of wall HILTI CONSTRUCTION C MICALS, DIV OF *Bearing the TA Classification Mark HILTI INC FS ONE Seal Iltt *Bearing the UL Classification nark III I. / L zr-� 0r--, W <0 0 `�Wr`o i C� -4-� O W 0 og N In O _J 0-)���' d u (_0 Q ART DATE: AUG 12 09 REVISION/ISSUE DATE 1ST_REVI$i6N XX.XX.XX 2ND-REVISION 2NDDATE 3RD-REVISION 3RDDATE CLIENT: D. STEFANO BUILDING RESTORATION, INC P.S.L., FL Raymond Chladny Licensed Archiect #AR-0017475 EXISITNG A/C UNIT: TRANE WCX 0486100A CAPACITYI TOTAL: 48,0; SENS.: 36,0; SUPPLY FAN: 1600 c-Pm; ❑A: 160; HP:; 1/2 HEAT: 7.47 kW; ELECTRICAL: 208/1/60 EXISTING FULLY ❑PERATING CEILING SUSPENDED UNIT w/ DRAIN FLOAT SWITCHES ON PANS & FRESH AIR MAKEUP EACH. EXISTING RESR❑❑M EXHAUST FANS ARE 75 cfm EACH, CONTRACTOR TO RE -USE EXISTING GRILLS AND DUCTS zi� WHERE EVER P❑SSIBLE AND PRACTICAL, " 1L is rum AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN OR ER TO COMPLY WITH ALL APPL71Qg, 7n, n11 % 1 1-I1 11 14 SOALE: 3/ 16''=1'-0" GROSS FLOOR AREA: 6,957 SF AHU'S ARE ALL CEILING SUSPENDED ANDOVER THE EXISTING RESTR,❑❑MS, THIS P AN HAS BEEN REVISED TO REFLECT THIS, v HVAC SHL T DOWN FANS: ALL HVAC UNITS' w/ 2000 CFMOR GREATER TO HAVE DUCT SMOKE DETECTORS w/ FAN SHUT DOWN w/ A REMOTE TEST & INSPECT APPLIANCE FOR EACH, Ca] ]ESITRM_ L4 ILI �I'-01/ THRi II i l 2 PAIRS TOTAL EXIST'`G� RESTROOMS SCALE: 3/16"=1 '-0 L / : Q O 0 _ 0 � Ln cn O U I r— cLij F- � c _ F__ Q U c D:f 0 Q 'THESEDRAVYINGS CONTAIN: ARCHITECTURAL SYMBOLS. USED FOR 'GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURERS: SPECIFICATIONS. DO NOT SCALE DRAWINGS:.: ANY QUESTIONS ABOUT DIMENSIONS, CONTACT COPYRIGHT OF. RAYMOND CHLADNY COPY OR USE ONLY WITH. PRIOR PERMISSION. ,pu z rx. oe VIT Lij _I START DATE: AUG 12 09 NO. REVISION/ISSUE DATE 0 1ST —REVISION 11 09 0 2ND_RfiMSION 11 /30/0 D. STEFANO BUILDING RESTORATION, INC Raymond Chladny Licensed Archtect #AR-0017475 i1 } NOTE USE EXISITNG DUCTS AND OTHER A/C' EQUIPMENT WHERE EVER P❑SSIBLE, (EXISTING CEILING LAYOUT - PR❑VIDED THIS PAGE, CONTACT GENERAL CONTRACTOR FOR EXISTING DUCT LAYOUT FOR BUILDING SHELL. HVAC SPECIFICATI❑NS 4. ACOUSTIC LINING 1. GENERAL REQUIREMENTS A. WHERE INSTALLED, ACOUSTIC LINING SHALL BE 1/2", 1-1/2 LB. D NSITIES, FIBROUS GLASS DUCT LINING MEETING THE REQUIREMENTS OF NFPA 90A. L R SHALL BE A. GENERAL CONDITIONS GENERALADHERED TO ALL INTERIOR SIDES OF DUCT WITH MINIMUM 100%C VERAGE OF ALLSHALL BE PERFORMED IN ACCORDANCE WITH THE ALL FIRE ADHESIVE SIMILAR TO BENJAMIN FOSTER AND W TH WELD PINS FORMEPROPO " ❑F THE BID AL, AND THE AMERIITH INSTITUTE ❑F -RETARDING AND WASHERS OR EQUIVALENT MECHANICAL FASTENING ON NOT MORE THAN 16" ARCHITECTS. CENTERS AT TOP SECTION AND ON SIDES (WHEN HEIGHT EXCEEDS 2") NEOPRENE COATED SURFACE SHALL BE TOWARD AIR STREAM. BEFORE INSTALLING LINER, B, CODES ALL WORK SHALL BE IN ACCORDANCE WITH THE RULES AND CAULK ALL BUTTING EDGES AND FINAL EDGES OF LINING SHALL BE INSTALLED WITH REGULATIONS OF LOCAL CODES AND ORDINANCES AND OTHER SHEET METAL NOSINGS. AUTHORITIES HAVING, JURISDICTION, ALL REQUIRED PERMITS AND CERTIFICATED OF INSPECTION SHALL BE OBTAINED AND PAID FOR BY B. LINE DUCTWORK FROM EACH AIR HANDLING UNIT TO CEILING GRILLS. THE CONTRACTOR AND PERTINENT CERTIFICATES SHALL BE DELIVERED TO THE OWNERS REPRESENTATIVE BEFORE FINAL ACCEPTANCE. 5. DUCT INSULATION A. ALL DUCTS LOCATED IN CONDITIONED OR UNCONDITIONED PLENUM SPACES C. INSPECTION OF SITE SHALL REQUIRE INSULATION COVERING, UNLESS NOTED ON DRAWINGS. THE CONTRACTOR SHALL VISIT THE PREMISES OF HIS PROPOSED WORK AND SHALL CAREFULLY EXAMINE THE EXISTING CONDITIONS AND 6. SHOP DRAWINGS LIMITATIONS THEREOF VERIFICATION SHALL BE MADE AS TO THE A. FURNISH THREE (3) OF EACH BUT NOT LIMITED TO FOR: ALL MATERIALS AND ACTUAL LOCATIONS WHERE NEW DUCT RUNS AND PIPE RUNS WILL EQUIPMENT. LISTEDUNDER SCOPE OF WORK INCLUDING ELECTRIC DIAGRAMS. TIE-IN TO STRUCTURAL MEMBERS, THE DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL DUCTWORK AND EQUIPMENT AND INDICATE REQUIRED SIZE AND POINTS 7. AIR BALANCING THIS CONTRACTOR SHALL PERFORM AIR BALANCING AND PROVIDE A BALANCING OF TERMINATION OF DUCTS AND PIPES AND SUGGEST ROUTES OF DUCTS A. AND PIPES. HOWEVER, IT IS NOT THE INTENTION OF THE DRAWINGS TO REPORT INDICATING THE FOLLOWING: , SHOW ALL NECESSARY OFFSETS, ❑BSTRUCTIONS OR STRUCTURAL CONDITI❑NS. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR 1. STARTING QUANTITY OF AIR AT EACH OUTLET. TO INSTALL HIS WORK IN SUCH A MANNER THAT IT WILL CONFORM TO THE STRUCTURE. AVOID OBSTRUCTI❑N, PRESERVE HEADROOM AND 2. ACTUAL AIR QUANTITY (CFM) AT EACH OUTLET AFTER ADJUSTMENTS. KEEP OPENING AND PASSAGEWAYS CLEAR WITHOUT FURTHER INSTRUCTIONS OR COST, 3. AIR QUANTATIES SHALL BE WITHING 10 % OF LISTED QUANTATIES ON DRAWINGS. D. ❑PERATING INSTRUCTIONS g, AIR CONDITIONING SYSTEMS THREE SETS OF OPERATING INSTRUCTIONS AND RECOMMENDED MAINTENANCE A. SEE MATERIAL LIST FOR HVACROOF TOP SYSTEMS. PROCEDURES FOR THE HVAC SYSTEMS SHALL BE DELIVERED TO THE OWNER BEFORE FINAL C❑MPLETION OF HIS WORK. AT THE COMPLETIDN OF THE JOB, THE DELIVER TO THE DESIGNER A COMPLETE SET OF DRAWINGS B. REFER TO EQUIPMENT SCHEDULES FOR EQUIPMENT REQUIREMENT AND OPTIONAL CONTRACTOR SHALL AS TO EXACT LOCATION AND SIZES OF ALL EQUIPMENT AND DUCTWDRK EQUIPMENT INSTALLED, EXISITNG A/C UN] 9. ELECTRICAL E. AS -BUILT DRAWINGS A. ALL POWER AND CONTROL WIRING SHALL BE INSTALLED BY CAPACITY: TOTAL: THE HVAC CONTRACTOR SHALL PROVIDE AT HIS COST A SET OF 'AS -BUILT' S CONTRACT. THE THE ELECTRICAL CONTRACTOR UNDER HISUPPLY FAN( 1600 DRAWING. ALL CHANGES SHALL BE CORRECTED ON THE 'AS -BUILT DRAWINGS' IF BE ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONTROLS, E NO CHANGES WERE MADE IN THE INSTALLATION, THE DRAWINGS SHALL HEAT 7,47 kW; STAMPED 'AS BUILT DRAWINGS', WITH THE DATE AND THE CONTRACTOR'S TRANSFORMERS, STARTERS, AND DISCONNECT SWITCHES. SIGNATURE. TWO PRINTS AND TWO SEPIAS SHALL BE DELIVERED TO THE OWNER, B. WHERE THE MECHANICAL CONTROLS REQUIRE OTHER THAN 120 EXISTING FULLY I F, CLEANING VOLTS, THE ELECTRICAL CONTRACTOR SHALL FURNISH AND DRAIN FLOAT S W I UPON COMPLETION OF HIS WORK AND PERIODICALLY DURING CONSTRUCTION, THE INSTALL REQUIRED CONTROL POWER TRANSFORMERS. (PROVIDED CONTRACTOR SHALL REMOVE ALL RUBBISH AND EXCESS MATERIAL a ACCUMULATED AS A RESULT OF HIS OPERATION; ALL EQUIPMENT INSTALLED BY MECHANICAL CONTRACTOR) UNDER THIS CONTRACT SHALL BE THOROUGHLY CLEAN OF DUST AND DEBRIS EXISTING R E S R ❑ ❑ I BEFORE FINAL ACCEPTANCE BY THE OWNER, 10. EQUIPMENT IDENTIFICATION A. PROVIDE EQUIPMENT IDENTIFICATION LABELS ON ALL G. ACCESS LEAVE WORK READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. MECHANICALEQUIl'MENT: PROVIDE ACCESS DOORS IN DUCTWORK AS REQUIRED, 11. AUTOMATIC CONTROLS CUTTING AND PATCHING A. DESCRIPTION ALL CUTTING THROUGH THE WALLS REQUIRED FOR, OR IN CONNECTI❑N WITH THE , , HVAC SYSTEMS SHALL BE BY THIS CONTRACTOR, PATCHING SHALL BE BY THE 1. PROVIDE ALLEQUIPMENT AND SERVICES, GENERAL CONTRACTOR, AND PERFORM ALL€3PtRATIONS REQUIRED FOR COMPLETE INSTALLATION OF ALL AUTOMATIC CONTROLS AND RELATED i I. SUPERVISION MAINTAIN A FIELD REPRESENTATIVE, ON THE PREMISES AT ALL TIMES DURING THE WORK AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. COURSE OF THE CONSTRUCTIONW❑RK, CONTROL SYSTEM SHALL BE AN AUTOMATIC PROGRAMMABLE CONTROL SYSTEM. J. VIBRATION CONTROL FREEDOM FROM VIBRATIDN AND NOISE IS ESSENTIAL. TAKE PARTICULAR CARE IN 2 AUTOMATICG'ONTROLSSHALL INCLUDE ALL MATERIALS, INSTALLING VIBRATIDN ISOLATION MOUNTS AND HANGERS IN ACCORDANCE WK, SO THAT VIBRATION FROM APPARATUS, EQUIPMENT, ETC: THAT WILL BE REQUIRED TO VIBRATION MANUFACTURERS REQUIREMENTS OPERATING EQUIPMENT IS NOT TRANSMITTED TD THE STRUCTURE OR OTHER PERFORM THE FUNCTIONS INTENDED. THE EQUIPMENT, IN GENERAL, SHALL CONSIST OF, BUT NOT BE LIMITED TO: THERMOSTATS, DAMPERS, DAMPER MOTOR, OUTDOOR L. SMOKE DETECTORS CONTROLLERS; DUCT THERMOSTAT, RELAYS; SWITCHES, MANUAL PROVIDE SMOKE DETECTORS IN THE DISCHARGE DUCT FROM A.C. UNITS 2000 CFM SWITCHES, PRESSURE GAUGES; THERMOMETERS; CONTROL AND GREATER. SMOKE DETECTORS SHALL SHUT DOWN FANS. WIRING OF SMOKE SYSTEM; AND ALL OTHER INCIDENTAL EQUIPMENT REQUIRED TO DETECTORS SHALL BE BY FIRE ALARM INSTALLER. PROVIDE A REMOTE TEMPERATURE SENSING AND CONTROL FROM A CENTRAL LOCATION. M.GUARANTEES ALL WORK DONE AND EQUIPMENT FURNISHED UNDER THE HVAC CONTRACT SHALT. 1. ELECTRICAL FIELD CONNECTIONS SHALL BE MADE IN BE GUARANTEED FREE FROM MECHANICAL OR ELECTRICAL DEFECTS FOR A PERIOD ACCORDANCE WITH THE HVAC AND AUTOMATIC CONTROL OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. THE GUARANTEE DRAWINGS: SHALL BE IN WRITING. 2. PROVIDE ALL ELECTRICAL WIRING IN CONNECTION WITH THE 2. SCOPE OF WORK CONTROL SYSTEM AND INTERLOCKING ELECTRIC WIRING. PROVIDE MATERIALS, LABOR, EQUIPMENT AND SERVICES FOR THE PROPER D. ZONE CONTROL SYSTEM INSTALLATION AND OPERATION OF THE FOLLOWING BUT NOT LIMITED TO: 1. ZONE DAMPERS AND BYPASS DAMPERS SHALL BE INSTALLED AT LOCATIONS IN DUCTWORK AS SHOWN ON THE HVAC A. PROVIDE A.C. UNITS AND AIR-COOLED CONDENSERS, FURNACES, CONTROLLERS DRAWINGS AND ALL REQUIRED REFRIGERANT PIPING. E. THERMOSTATS & HVAC UNIT OPERATION B. PROVIDE DUCTWORK AND SHEET METAL ACCESSORIES A). ROOM THERMOSTATS SHALL BE 7 DAY PROGRAMMABLE WITH REMOTE TEMPERATURE SESNORS LOCATED IN THE CONTROLLED C. PROVIDE VIBRATION CONTROL DEVICES AS NEC. AREA. D. PERFORM TESTING AND BALANCING OF AIR HANDLING SYSTEMS INCLUDING AIR B) MOUNT THERMOSTATS AND SENSORS 5' ABOVE FINISHED FLOOR, DISTRIBUTION SYSTEMS , C) WHENEVER Y FAN STARTS, MINIMUM OUTSIDE AIR E. PROVIDE INSULATION ON ALL SUPPLY AIR DUCTWORK OR WHERE SHOWN ON DAMPER SHALL OPEN. LOPEN. DRAWINGS. D) WHENEVER THE SYSTEM SHUTS DOWN, THE FOLLOWING SHALL F. PROVIDE ACOUSTIC LINING WHERE SHOWN ON DRAWINGS. OCCUR: G. PROVIDE FANS AND CONTROLS, (ALL POWER WIRING TO BE INSTALLED BY 1) THE OUTDOOR AIR DAMPERS WILL CLOSE. ELECTRICAL CONTRACTOR) 2) WHERE A SUPPLY FAN IS ELECTRICAL INTERLOCKED WITH s H. PROVIDE AUTOMATIC CONTROLS (TO BE WIRED BY ELECTRICAL CONTRACTOR). EXHAUST FAN, THE INTERLOCKED FANS WILL SHUTDOWN, AND w THEIR DAMPERS SHALL CLOSE. 1. PROVIDE IDENTIFICATION, TAGS, ON ALL ROOFTOP EQUIPMENT. G, SYSTEM SEQUENCE OF CONTROL 3. DUCTWORK 1. PROGRAMMABLE CONTROL SYSTEM SHALL AUTOMATICALLY A. DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED STEEL OR FLEX DUCT START AND STOP THE SUPPLY FANS AT PREDETERMINED TIME AND :. a :, .:.:, , • • . , WHERE APPROPRIATE, PER ASHRAE GUIDE (LATEST EDITION). DUCT JOINTS SHALL BE TEMPERATURE SET POINTS. SEALED AIRTIGHT WITH APPROVED TYPE CAULKING SEALANT. INSTALL DUCTWORK 2 WHEN THE SUPPLY FAN IS SHUTDOWN, THE MINIMUM AND PER LOCAL CODE. SUBMIT SHOP FABRICATION DETAILS FOR APPROVAL. VARIABLE OUTSIDE AIR DAMPERS WILL ALSO CLOSE. B. DUCT SIZES ARE NET INSIDE DIMENSIONS OF SHEET METAL AND/OR ACOUSTIC 3. WHEN SUPPLY FAN STARTS, THE RESPECTIVE RTU UNIT SHALL LINING ACOUSTICAL LINED DUCTS TO BE 2" LARGER IN EACH DIMENSION. OPEN IT'S MINIMUM OUTSIDE AIR DAMPERS AND THE UNIT C. PROVIDE A FLEXIBLE COLLAR CONNECTION AT THE INLET AND OUTLET SHALL MAINTAIN THE DESIRED SET POINT TEMPERATURE. 1 1 CONNECTION OF EACH AIR HANDLING UNIT CONNECTED TO DUCTWORK. D. PROVIDE BALANCING DAMPER ON EACH AIR OUTLET DUCT COLLAR ALTERNATE DUCT LOCATION METAL BOX, METAL ELBOW, OR FLEXIBLE ELBOW AIRTIGHT SEAL WJ DUCT BAND ROUND COLLAR / r FLEX DUCT SQUARE OR RECTANGULAR CLG DIFFUSER FLEXIBLE DUCT TO CEILING DIFFUSER N.T.S. BRANCH DUCT N"NING VANES SUPPLY DUCT ROUND OR SQUARE NECK AS REQUIRED .INSULATED FLEXIBLE DUCT (CONTRACTOR'S OPTION) DIFFUSER, LAY IN TYPE FOR VARIABLE CONTROL SIISPFNDFD CEILING _ VOLUME DAMPERS FINISH U/S OF EXISTING WALL CUT TO 6' BELOW DROP CEILING SO TILE NOT 4EFFECTED. 12 1-1/4 X 1-1/4 X 3/16 ' ANGLE IRON SUPPORTS. NUTS AND WASHERS BOTH ENDS OF ANGLE OR BEAM CLAMPS TYPICAL.. DUCT HANGER DETAIL N.T.S. TIE OFF TO ROOF STRUCTURE METAL BAND SUPPORT F NYLON DRAW BAND - FLEX DUCT WITH 2" EXTERNAL INSULATION MAX. LENGTH 10'-0" (—LAY' IN'SUPPLY AIR >_ Ln L0 Nt 0 0 URAL FRAME MEMBER Z O LL In Li W C) Q —W/ 2-1/2" WASHER. 1/2" BOLT AND NUT (n J o U N LLJ �D U I �— 1/2" THREADED — ROD ("). Q U O THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. I SPIN —IN TAP FITTING W/AIR COPYRIGHT OF RAYMOND CHLADNY SCOOP & DAMPER COPY ORUSE ONLY WITH PRIOR PERMISSION. FINISH U/S OF L-NEW DROP CEILING FINISH TINGOF L EXISTING WALL CUT WHERE WALL WAS I EXISG WALL CUT TD 6'. BELOW DROP MOVED TO FIT w/ TO 6' BELOW DROP CEILING SO TILE NOT EXIST'G RESTRM I CEILING SO TILE NOT EFFECTED. TILES EFFECTED, 13 14 15 16 REFLECTIVE CEILING PLAN w/ EXIST'G GRILLS & LITES THE ONLY WALLS EXISTING I ARE THE SUITE PARTY/DIVIDING WALLS SCALE: 3/16"=1'-0" START DATE: AUG 12 09 No, REVISION/ISSUE DATE m 1ST_REVISION 11/09/09 CLIENT: RESTORATION, INC Raymond Chladny Licensed Amhitect 4AR-0017475 PLUMBING NOTES: 1. ALL SANITARY WASTE AND VENT PIPES AND FITTINGS SHALL BE PVC (SCHED.40 MIN.) OR D.W.V. (ASTM—D-2662). 2. IF COPPER (TO ASTM—B-88),USED FOR HOT AND COLD WATER LINES, USE TYPE "L" FOR UNDERGROUND AND TYPE "M" ABOVE GROUND. PROVIDE DI —ELECTRIC COUPLINGS, AS REQUIRED, FOR CONNECTION TO DIFFERENT MATERIALS, SHUT—OFF VALVES AT FIXTURES, AND EQUIPMENT REQUIRING WATER SUPPLY. 3. ALL PIPES EXPOSED AT FIXTURES AND EQUIPMENT SHALL BE CHROME —PLATED. PROVIDE CHROME —PLATED ESCUTCHEONS AS REQUIRED. 4. ALL PIPING SHALL BE ACOUSTICALLY ISOLATED OR WRAPPED TO PREVENT THE TRANSMISSION OF SOUND INTO THE BUILDING. 5. ALL POTABLE WATER LINES SHALL BE FLUSHED AND MADE CLEAR OF DEBRIS, SCALE, GREASE, ETC., PRIOR TO CONNECTION WITH EQUIPMENT. 7. FLASH AND SEAL ALL ROOF PENETRATIONS. =COORDINATE WITH ROOF SUPPLIER. 8. CLEAN OUTS IN ACCORDANCE WITH F.P.C. 708.3.2. 9. TRAP PRIMERS IN ACCORDANCE WITH "ASSE 1018", PROVIDE UNIONS. 10. WATER LINES FROM CITY TO METER SHALL BE C,QP,PER (ASTM—B-88), USING TYPE L FOR UNDERGROUND AND TYPE M ABOVE GROUND. PROVIDE DI —ELECTRIC COUPLINGS, AS REQUIRED, FOR CONNECTION TO DIFFERENT MATERIALS. 11. ALL COPPER PIPING SHALL BE ISOLATED FROM CONTACT WITH OTHER METALS, CONCRETE- 0'R MASONRY. 12. EXISITNG WATER FOUNTAIN COMPLIES W/2007 FBC 11-4.15 "HI —LOW" FOUNTAIN w/ WALL —MOUNTED CUP DISPENCER. 13. PROVIDE SHOCK ARRESTING AIR CHAMBERS ON EACH QUICK CLOSING VALVE, INCLUDING ON WATER HEATER (IF IN CONTRACT), TO PREVENT "WATER HAMMERING IWATER HAMMER ARRESTORS PER ASSE _1010. 14. INSTALL WATERTIGHT FLASHING AT ALL ROOF VENT PENETRATIONS KEEP ALL VENT PIPES UNDER FLOOR SLAB; INSIDE WALLS; OR INSIDE CEILING ASSEMBLIES, EXCEPT EXISTING SANITARY VENT TO REMAIN EXPOSED. AS IS.. ALL PLUMBING WILL COMPLY WITH 2O07 FL PLUMBING CODE SEE CIVIL DRAWINGS FOR SANITARY SEWER BUILDING ACCESS. PRESSURE RELIEF LINE TO BE MAX. 30' LONG, OR MAX. (4) 90's, OR PER PR:VALVE MANUFACTURER'S DIRECTION, USING WHICH EVER IS MORE RESTRICTIVE. ENSURE PRESSURE RELIEF LINE OUTLETS TO SAFE AREA, WHERE' INJURY OR PROPERTY DAMAGE CANNOT OCCUR. PROVIDE TEMPERED WATER TO ALL PUBLIC LAVATORIES. ALL RESTROOM DOORS TO HAVE PRIVACY SETS, MALE/FEMALE` GRAPHIC & BRAILLE LABELS, PER 2007 FBC P404. PLUMBING FIXTURES: L ALL W,C,'S TO BE 1.6 gpf AND MATCH EXISTING W,C,'S; 2, ALL LAV'S TO BE 'MANSFIELD' w/ LEVER TRIM 3, URINAL TO BE K❑HLER, FRESHMAN, K-4989-T-0 (AT HOME DEPOT) EXPAN. TANK GATE VALVE C.W. INLET EXISTING 1-HOUk FIRE RATED PARTY WALL------FFF"' >-Lo � Ln Z� 0) Q� �� Li Li Li u Li Li O Q _� O _ In soUND BMW U W LLJ ` n - co�ABPISI CHILD NARTHYX I I I I _ J STORAGE If-o•/ ME III I i 3'VTJl u-o // c I I I 7'-O' HIGH KNEE WALL O U I I L5' AROUND SOUND ROOM, LLJ I I 1.5" 1.5'D,F 1< U .5" �' I I 2' I T'M,S. 13" 2' 11.5'LAV wC PRE-K v'-o•/ cABPsr NARTHYX WC 3 SANCTUARY u-o / 77IE PRE-K 3' If-07 cARPar THESE DRAWINGS CONTAIN u-o CARPET 1,5'LAV EXIST'G SAN. RISER ARCHITECTURAL SYMBOLS 1.5'D.F SCALE: N.T.S. PURUSED ORG PHI SIZE AND 10 LOCATION MAY VARY TO o- 0 o MEET MANUFACTURER'S CLOSET CLOSET SPECIFICATIONS. v'-oy ceRPlvr lf-Orl CARPET DO NOT SCALE DRAWINGS. .ANY QUESTIONS ABOUT DIMENSIONS, CONTACT I DESIGNER I I RESTRM RESTRM I I 10 -0'/ 771,8 10•_0•/ 7IIE COPYRIGHT OF RAYMOND CHLADNY EXISTING 3/4' CU WATER SUPPLYw/ COPY OR USE ONLY WITH SHUT OFF VALVE FROM ABOVE DR13P PRIOR PERMISSION. CEILING TO EXTERIOR HOSE BIB. • . ' , ' CONTRACTOR TO MOVE PIPE TIGHT TO CLOSET WALL AND COVER w/ TRIM•OR TAPED o CARPET & PAINTE➢ GYPSUM - EXIST'G RESTROOMS H.B. CHILDREN'S CHURCH NURSERY v-o•/ CARPEL' 11-0'// CAM 1' SCALE: 3/16"=1 —0" • EXISITNG I RAISED FLOOR S'-0•/ CARM u, NURSERY 17 W-0 / CARPET ,rl REMOVE (1) D.F. A (2), MS. 6 CAP OFF SAN. FOR FLUSH GYPSUM WALL REMOVE (2) D.F. & (2) FINISH, THIS WALL - MS. 6 CAP OFF FOR .EXIST'G 3' NEW 2' SAN. FLUSH GYPSUM WALL SAN. FOR MS. FIN., THIS RESTROOM I. I EXISITNG 6' C.❑. EXISITNG 6' 'SAN. REMOVE D.F. RELOCATE I F._. _.- -._._ _ _ _ _ _ _ -._ _._ _ _._._. _._._._- - MS.HERE ..... ... HWT-._._ _._._._I ._.�._._.-.- -.-.- - -. - - -.-.- - - - - EXISITNG 6' SAN, ' T❑ LIFT STATI❑N xEv3 sAN-/1 i�-. i -�i j[- I I Mvr: � �___ �=��'- ----- -----------------------------._ FOR VC I L °III III ..I I 1 1 EXTENTION FOR �V FOR; I I ql III . I I FOR vc sak I I I LAVA Ir, rn .- - - - - NEV 2' ` �U J.C. SAN FOR-,,,.,! I -- I UI In DV 6 SINK. 4 EXIST'G TO I� SEE NOTE o III 813 THIS I Exrsr'G TO vEt�ir sROOF Ijl I PAGE - - - - -I I mING<E a; I STORAGE EXISTING 3/4' CuIM BREAK RM VENT STACK 1 -0/ TILE WATER SUPPLYw/ SHUT III 10'-0 Tux O) OFF VALVE. FROM ABOVE DROP CEILING MEN i i WOMEN I I d To REnAm As Is. IC'-0'/ 771E UN ERN SLAB. I I 10'-0-/ TOM I 1 II 0 A/C A/C A/C I A/C 25'-0" 25'-0" 25'-4e SUITE # 10 SUITE # 11 SUITE # 12 SUITE # 13 SUITE # 13 - I, 14 E copil PLUMB ING PLAN EXTST' EXISITNG Ir SCALE: 3/16"=V-0" 3/4"— 3"V TR 1 �, THESE PLANS AND ALL PROPOSED VENT PIPE ABOVE DROP AND. SUBJECT TO WORK HIBI CEILING OR INSIDE RE9UIRED BY ANY CORRECTIONS OFFP -F I 2" I FRAMED WALLS MAY BE FIELD INSPECTORS THAT / 2 " OFF DP �I NECESSARY IN ORDER To j 1,5' / EXISITNG OMPLY WITH ALL APPL CABLE CODE CAPPED 2 i I S. OFF M.S. r3 I/i �oFFO° WITH ❑PTI❑NAL HOT WC i I WATER TANK, RUN HOT CAPPE EXi>I— OFF �i.5• 12' I I WATER SAME AS C❑LD 1/2„ OFPM� 1/2" 3/4 � EXCEPT NOT T❑ FRIDGE \ LAV XIST'X We n I�iCAAPPEu\ I 3' U,FI & W,C,'S, 1 u 1/2" EXIST'G MAIN SUPPLY 41k- IoM.A 2'LAV � H 1/2" WC 3/4" 3/ 4" W C EXISITNG I we „ " 3/4" 1/2'1/2 3 VTJIIi I 3• 1 2" D E. LAV WATER we M �. MIN. 1.5 DEEP HEATER N ' Lo 2A V 3' CONNECT z srAGK TO sTEDGR PLASTIC OR 3/4 CPVC DRAIN PIPE I, AI &DWITTANCEVALVEw CAPPE 1 M.J UNDER"SLAB TO cuTUB�rrG i 2 D.F. TO FRIDGE GRILL (OR EQUAL) S U R GALV. STL TANK TO OUTSIDE ; I GPFMs 3/4 /SINKDRAIN PAN ;z D.wEXIST' �/ „ / 1 \ 2'M:S. 2' 1/2",�< OFFMs"\ 3/4" 3/4" ,I,G 3/4" �I D�W, I - .. I CAPPED SINK UR WATER HEATER DRAIN _ HOT WATER TANK IS ❑PTI❑NAL SCALE N.T.S. RELIEF VALVE H.W. OUTLET UR URINAL D.F. DRINKING FOUNTAIN WC WATER CLOSET LAV LAVATORY C,0, CLEAN OUT MS MOP SINK OR BASIN H , B , HOSE BIB I�I OFF Ms. 2"UR, 2" ICI APPED I 1 / 2 " QFFMSJ� 2'UR. OFF 1/2,,.LAv SEE INSETEXISTING RESTOOR ROOM LAYOUT LA I❑UT CAPPED 2' LAV SEE EXISTING RESTR❑❑M LAY❑UT _AV OFF DF. 2' INSET ❑N FLOOR PLAN, THIS wC 3./I4SwT'G - PAGE, WHICH.. IS TO BE CHANGED EXISITNG A LAV TO THIS NEW LAYOUT, 6' LINE we PAGE, WHICH IS TO BE CHANGED 3, TO THIS NEW LAYOUT TO SANITARY SYSTEM SANITARY EXIST'A MAIN SUPPLY T] Y 1 ANGLE STOP FULL OPEN SHUT-OFF VALVE (EXIST'G) RISER DIAGRAM NOT TO SCALE WATER SUPPLY DIAGRAM NOT TO SCALE I START DATE:. AUG' 12 09 NO- REVISION/ISSUE DATE 1ST -REVISION 11 '09 0 2ND-REVISION 3RD-REVISION CLIENT: D. STEFANO BUILDING- RESTORATION, INC S C - 3 °Y Raymond Ghladny Licensed Architect #AR-0017475 LOAD CALCULATION PANEL 10 GENERAL LIGHTING 1500x 1.3 WATTS= 1950 VA 1950VA x (125%) FOR C❑NTIN,L❑AD 2,438 VA RECEPTACLES ° 15 @ 180 VA 2,700 VA AIR C❑NDITI❑NER (HEAT) 7,600 VA SIGN 1,200 VA RESTRM FAN 500 VA EXTERI❑R LITES 800 VA DISH WASHER 1,800 VA TOTAL CONNECTED LOADt = 16,436 / (208V x 1,73) _ (360> EXISITNG 100A, 120/208 PANEL 10 16,438 VA 45.7 AMPS LICENSED FL ELECTRICIAN TO CHECK ABOVE LOAD CALC'S. LOAD CALCULATION PANEL 11 GENERAL LIGHTING 1500x 1.3 WATTS= 1950 VA 1950VA x (125%) FOR C❑NTIN.L❑AD 2,438 VA RECEPTACLES 15 @ 180 VA 2,700 VA' AIR CONDITIONER (HEAT) 7,600 VA SIGN 1,200 VA RESTRM FAN-' 500 VA EXTERI❑R LITES 200 VA (2) KITCHEN GFI'S 3,200 VA WATER HEATER 6,000 VA TOTAL CONNECTED LOAD1 - 23,038 / (208V x 1.73) _ (360) = EXISITNG 100A, 1201208 PANEL 23,038 VA 64.0 AMPS 11 LICENSED FL ELECTRICIAN TO CHECK ABOVE LOAD CALC'S, Lo W Q 0-) 11 y 11� O Q _� 11 Lj N EXIT Z I LC� SOUND BOOTH ❑5 U W LIJ u -o / teepee _ 1 4 Q l U EXIT N { EXIT AEXIT N ® D ❑5 ,L []5 z � J CHILD NARTHYX ^ I 11 STORAGE u'-o^/ Tua I I i0 N 7'-D' HIGH KNEE WALL O U ` `I u-W/ CAMW 11 I I I I � I AROUND SOUND ROOM. .W II 11 N ❑5 ❑5 11 N 11 I{N N� EXIT I _ N 11 N 11 N i O B Q PRE-K PRE-K ON 11 NARTHYX N u'-o^/ ce N RPer If-0^/ tRR THESE DRAWINGS CONTAIN N II-o CARPSe N ARCHITECTURAL SYMBOLS USED FOR, GRAPHIC PURPOSES ONLY SIZE AND 11 N ClDSET T CLOSET� n'-o^ cARM If- CARPRe 5 E] N ❑7 EXIT ,H,N l EXIST'G EMERG. LITE RELOCATED HERE N n 11 ' � EXIST'G OUTLETS & EMERG: LITE H TO BE REMOVED/RELOCATED ® '-"' I SANCTUARY u'-a'/ ceRPer I � �� ❑5 LOCAMEET ONMAY VARY TO MEET MANUFACTURERS SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER �(Tp N y= ❑ W NEW METAL STAGE LITE MOUNTING ASSEMBLY BY OWNER COPYRIGHT OF RAYMOND CHLAUNY N LJ 10 I f lO ; COPY ORUSE ONLY WTTH 5 PRIORPERMISSION. CLOSET 11 N 11 ® ' N N II'-o^/ CAMW ,H, lLV , EXISTING i-HOUR FIRE RATED NURSERY PARTY WALL v_y/ CARPILT �� 11 N, I N 16'-3"I CHIIDREN'S CHURCH 11 u'- ceaPsr RAISED MEZI ❑ NURSERY 10 N EXTT ALL .RAISED FLOOR Nd lO ; JI n - N I1'-D'/ Cexeer RECEPTACLES OFF LOAD CALCULATION PANEL 12 GENERAL LIGHTING 1518x 1.3 WATTS= 1973 VA 1973VA x (125%) FOR -C❑NTIN,LOAD 2,467 VA RECEPTACLES 3 @ 180 VA 540 VA AIR CONDITI❑NER (HEAT) 7,600 VA SIGN 1,200 VA RESTRM FAN - 500 VA EXTERIOR LITES MICR❑ WAVE & FRIDGE 200 z , Q0 VA VA TOTAL CONNECTED LOADI = 15,507 / (208V x 1.73) _ (360) = EXISITNG 1OOA, 120/208 PANEL 12 15,507 VA 431 AMPS LICENSED FL ELECTRICIAN CHECK ABOVE LOAD CALC'S. TO PANEL-13 � ----------- ii N 5 ` -----�-_- - - -- - -- ----------T-------------------------- -- --------- z ❑7 N 11 N i i ' �� N ©,H, N 11 ,N, N N `n ACAP -OFF POWER TO BE lW W1 REMOVED D.F: S (3) N 12 a PLACES TYPICAL, SEE a L ,1 J•C• DV OUTLET UNDER GFCI O D Evc O COUNTER ON PANEL-10 EVC o a P-1 FOR LOCATIONS 7 rI GFI _ _ _ ®E _ E ; I Evc I ON - O n C'4 z ELIMINATE RECEPT., E i 1 LITE SWITCH & I GF,I E.Ewc N _ _� I i_I_ BREAK RM O GFI 1 m LITE SWITCH & STORAGE ELIMINATE RECEPT., .PATCH INSID€ H€RE., . I i GF GFI I I _ TR8 ❑7 I PATCH INSIDE HERE. 31'-0^/ Tns ` NSURE MIN. 36' ®I 1 iU - EAR INFROtlT 1 1 I wOMEN 1 N MEN I I Q r- PANEL N Io'_o TRR 7 EXIT '"-Di EXIT151 © EXIT EXIT 10 11 1 I I . PANEL 11» PANEL-12 {,» ............. 0 I ;1 PANEL I PANEL-13 "' OUP P VGFI ® FI� 7 3 L-13 ® PANE -1 A,I; I arc .arc v j�r:: L 25'-0" 1/3 I 2/4 25'-0" 25'-4" 1/3 I 2/4 18'-8" 19'-0° u r, SUITE # 10 SUITE # 11 SUITE # 12 SUITE # 13 SUITE # 13 "` 1 1 12 13 00000�o 00000 0 14 15 16 IILP o D o LOAD CALCULATION PANEL 13 GENERAL LIGHTING 2439x 1.3 WATTS= 3,171 VA 3171VA x (125%) FOR CONTIN.L❑AD 3,963 VA RECEPTACLES 4 @ 180 VA 720 VA AIR CONDITIONER (HEAT) 7,600 VA SIGN 1200 VA RESTRM FAN 500 VA EXTERIOR LITES 200 VA SOUND BOTH & STAGE EQUIP. 9,000 VA TOTAL CONNECTED LUADI = 23,183 VA 23,183 / (208V x 1.73) = (360) = 64.4 AMPS EXISITNG 100A, 120/208 PANEL 13 LICENSED FL ELECTRICIAN TO CHECK ABOVE LOAD GALC'S, HVAC SHUT DOWN FANS: ALL HVAC UNITS w/ 2000 CFM OR GREATER TO HAVE DUCT SMOKE DETECTORS w/ FAN SHUT DOWN w/ A REMOTE TEST & INSPECT APPLIANCE FOR EACH, i NOTE. POWER rLAtN 1, ALL LOAD CALC'S TO BE CHECKED BY FLORIDA LICENSED ELECTRICIAN; GFI GFI THESE p SCALE: 3/1-6 =1 -0 2, ALL WORK TO FLORIDA ELECTRICAL CODE & REQUIREMENTS OF FPL; AND 1ANS,gNp IBESTRM IRES/RTRa D sU Cj ALL p pO 3, LIGHTING, EXIT LITES, EMERG. LITES & ALARM SYSTEM TO .REMAIN AS IS, RE R Df jOANy SEp WOR 4, ENSURE MIN. 36' CLEAR BETWEEN EQUIPMENT & DISC❑NNECTS, TYPICAL. M4VBf BV F/ELp 1NSPORRECjONS K 5, LOW VOLTAGE SYSTEMS, PHONE AND CABLE REQUIRE A SEPARATE PERMIT; (2) PAM TOTAALLD h COMPLyWlVE ARyONORDERECTORSl®j lg 6, ALL CONDUCTORS TO BE COPPER; ALL INSULATION TO BE THHN; EXIST G RES 1 11OC iV1S AppLICASLE "V To �e 0 12009 i Lu Lu CONDUIT AS F❑LL❑WS1 PVC BELOW GROUND; RIGID FROM U/G TO SERVICE; BOX FOR EXTERIOR LITES ON BUILDING; AC, MC OR EMT CONDUIT ELSEWHERE. SCALE: 3/16 1'-0" SLC FD "� 7, ELECTRICAL PANELS & MAIN SERVICE IS EXISTING, EXCEPT #13 TO BE FIREMARSNAL'$OFFICE AllINCREASED TO 24 CIRCUITS FROM THE EXISTING 12, 8, ALL FIXTURES/CIRCUITS ARE EXISTING, ONLY NEW IF INDICATED BY 'N', "' g' RELOCATED FIXTURES ARE AS NOTED, ' 9, ALL A/C ROOF TOP TOP UNITS TO REMAIN, DUCT LAYOUT TO BE REVISED PER SHEET Ml. ENSURE SMOKE DETECTOR & SHUT DOWN SYST IN PLACE & OPERATIONAL FOR ALL AHU'S 2000 CFM OR GREATER, ALSO ENSURE EACH ROOF TOP UNIT HAS ELECTRICAL SERVICE OUTLET AND DISCONNECT, EXISITNG EXISTING PANEL 110' 100A, M.L.O. SURFACE MOUNTED 12 CIRCUITS L❑CATI❑N1 120/208V, 3PH, 4W LOAD CENTER ITE -OR -G.E, -OR- 8Q, 'D' CIRC. WIRE COND. BKR, SERVES LOAD kV/A SERVES BKR, C❑ND, WIRE CIRC. A b B � ' C � 1 8 2 40 C❑NDENS❑R #10 EXISTING TO REMAIN 3.0/4.0 --- --- AHU #10 EXISITNG TO REMAIN 2 50 3/4 6 2 3 --- 3,0/4.0 --- 4 5 12 3/4 20 EXIT LITES --- --- 0,5/1,0 RESTRO❑M 20 3/4 12 6 7 12 20 RECEPTACLES 1,2/1.2 --- --- ILIGHTING N 20 1 3/4 12 8 19 12 3/4 20 SIGN --- 1,2/1.2 --- LIGHTING 20 3/4 12 10 11 12 3/4 20N RECEPTACLES --- --- 1,2/1,8 DISH WASHER 1 20 1 3/41 12 12 EXISITNG EXISTING PANEL '11' 100A M,L,❑, SURFACE MOUNTED 12 CIRCUITS L❑CATI❑N1 120/208V, 3PH, 4W LOAD CENTER ITE -OR -G.E. -OR- 8Q. 'D' CIRC. WIRE COND. BKR, SERVES LOAD kV/A SERVES BKR, COND, WIRE CIRC. A 0 B 0 C 0 1 6 2 50 AHU #11 EXISTING TO REMAIN 4,0/3,0 --- --- C❑NDENS❑R #11 EXISITNG TO REMAIN 2 40 3/4 8 2 3 --- 4,0/3,0 --- 4 5 12 3/4 20 lEXIT LITES --- --- 0,5/1.2 LIGHTING 20 3/4 12 6 7 1 12 20 SIGN L2/ - - - --- FU RE W TU WATER HTR LEAVE AS SPARE 8 i 9 12 3/4 20 RESTR❑OM --- 1.2/- --- 10 11 1 12 3/4 1 20 N RECEPTACLES --- --- 1,8/1,8 (2) GFI KITCHEN 20 1 3/4 1 12 12 EXISITNG EXISTING PANEL '12' 100A, M.L.O. SURFACE MOUNTED 12 CIRCUITS L❑CAT'ION: 120/208V, 3PH, 4W LOAD CENTER ITE -OR -G,E, -OR- 8Q, 'D' CIRC WIRE COND, BKR, SERVES LOAD kV/A SERVES C❑ND, WIRE CIRC. A B D C 0BKR: 1 8 2 40 C❑NDENSOR #12 EXISTING TO REMAIN 3,0/4.0 --- --- AHU #12 EXISITNG TO REMAIN 2 50 3/4 6 2 3 --- 3.0/4,0 --- 4 5 12 /4 20 EXIT LITES --- --- 15/0,8 E,WATER COOLER 20 3/4 8 6 7 12 20 RESTR❑❑M 1,2/1.2 --- --- LIGHTING 20 3/4 12 8 9 12 /4 20 SIGN --- L2/1.2 --- RE CEPTACLES 20 1 3/4 _12 10 11 12 /4 20 MICROWAVE N --- --- 1,6/1,4 FRIDGE NJ 20 1 3/41 12 12 START DATE: AUG 12 09 No. REVISION/ISSUE 'DATE A 1ST -REVISION 11 09 09 2ND_REVISION 11 09 09 ' ® 3RD_REVISION 11 30 09 CLIENT: D. STEFANO BUILDING RESTORATION, INC CHANGED EXISTING PANEL '13' CHNAGED'T❑ 24 CIRC, 100A, M.L.O. (FROM 12 CIRCUITS) SURFACE MOUNTED LOCATION: 120/208V, 3PH, 4W LOAD CENTERITE -OR -G,E -OR- 8Q, 'D' 24 CIRCUITS SERVES LOAD kV/A SERVES CIRC. WIRE COND. BKR, A B C BKR, C❑ND WIRE CIRC. / 1 6 2 AHU #13 4,0/3,0 --- --- CONDENS❑R #13 2 3/4 8' 2 3 SD EXISTING TO REMAIN - 4,0✓3,0 - EXISITNG TO REMAIN 40 4 5 12 3/4 20 EXIT LITES --- --- 0.5/1.4 STAGE RECEPT 20 3/4 12 6 7 12 RESTR❑OM L2/1,2 --- --- 20 LIGHTING 20 3/4 12 8 Raymond t #AR- y 9 12 -' 3/4 20 SIGN --- 1.2/1.2 -- RECEPTACLES 20 3/4 12 10 Licensed Amhitect#AR-0077475 11 12 3/4 2ON STAGE RECEPT --- --- L4/1,4 STAGE LITE RECEPT N20 3/4 12 12 13 12 3/4 20N STAGE LITE RECEPT 1.4/1.2 --- --- SOUND BTH RECEPT 20 3/4 8 14 15 12 3/4 20N SOUND_BTH RECEPT --- 1.2/1.2 - SOUND BTH RECEPT 20 3/4 12 16 17 12 3/4 20N STAGE' RECEPT - --- 1,4/1,8 STAGE RECEPT N 20 3/4 12 18 19 12 '3/4 20N SERVICE RECEPT 1,2/- --- --- SPARE 20 21 SPARE --- ------F ISPARE 22 21 1 IRPARE -- I --= SPARE 22 APPLY 'J'-MOLD OR CROWN MOLDING TO TOP OF NEW ------ -- WALLS TO CONCEAL ROUGH EDGE, EXISTING 1 HR F,R,R. F WALL UL# U465 w/ FIRE CAULK SEAL TO D❑ NOT BRE' K EXISTING_ T-BAR U/S FLOOR DECK DROP CEILIN FOR NEW WALLS ABOVE. USE METAL 'T'-BAR CLIPS, TO ANCHOR TOP OF WALL TO EACH 'T'-BAR INTERSECTION TO MEET MIN. 5 LBS/SF LATERAL LADING PER FBC 1607.13 v z v m 0 C NEW 2x4 R 24' O,c, PARTITION w/ 1/2' GYPSUM BRD EACH SI I -I 11-1 I I -I 11=a-I 11-1 I I -Li -I _ o -1 I I-P1 I-i I I -I 1 1-III-I I.I-i 1 1I {. I- CV NEW PARTITION SECTION SCAL : . f.-S`. Li Li Li BANK SANTUARYLITESw/ 'A' & 'B' AS MARKED ON FIXTURES. 1 4--I-—1--4-- L --1-- �--L--1— �--L- 1 1 I • I I I AI B 1• I I I , I .. I. I I +, 1. SOUND 030O Ui ++. ..........I In n n .............. In 0 • • • ---------------------- - -- -- I I I I I I I I Y 11 I 1 ------------- ------------ I I I I I I I I I I T--r-'l'-T--r-1--T--r- I I I I CHIP NIARTHiYX I I I I I I I I I 1 t I I I I I I F I I N I I I LL F I I F ' I • ❑9 I - I I-..- ____I -IJ- I� F I i F ,. 1 F I I\ • • N _ �__ i\_b-- 6 --i --i --r I I I I I --I--i------- I I I I I I I i 1• I 1 I I I I• I �. -- +--1---1----1--+--�- 1-- i--I - i-- 1 -- i--r--1-- I I I i I • _I 1 I - - I ' - -' I I I I T F ' - ' --ICI _ �- I I I I I ��� ® 1 I I I I I® I I I I S RA E I I I A 1 _-4--4--- __4-:_1---4—_�,_—I___I__ 1 7--t=-1--'i--N'--I--J —� --- -- -- -- — -- — --I— --r �--'--.—'----LL_�1 _._-L L T-I-- I I I I I_-1-- I_ - I --1-- 1--I-I--T--r-1--r--r�-1--T--r- 1I 1 I I I I I I• I I' I F. RLI I L. I• 1 I I I I I `� I �I I I I __1__ I I I I I 1 I I I I I I -t--r•-7--t--� I I I I I i I I I I I I I I. I I I ,: ,® ^I. i I I I V i i_ N_ 1® N I 1 I I ® I I I I © I I N I I 1 I i--,--T--.� I I 1 I I 1 I 11' I I I I I I i s I 1 I I 1 1--T--r--l--T--r-1--.r--r-1--+-----+--i---1--+--�- I I I I I I I 1 I I - I I I I I 1 ISANUTIIARY I! I I I -1-_T----T--r- I- I- I-- I I �-- I _.. I-- �--T--r- _-I --I-- F I 11 1 I I I I I'' I I I I I I I I I I I I I I I I I 1 l I I I 1 IpIK I I 1--+-�1---I--t--r I 1 I J:N I ] I I 1 11 I I I © -i--t--I---t--+--I--4-- -� -4 - t - _J--T'--1-- ^-�--J---1--H-1----+-----+-- I 11 I I 1 1 I I 1 I ( I I I I I I I 1 ® 1 I 1 •. I I --+--�-�----L --I -- 1 -J-- --1-- 1 1 f I I I 1 1 I I I I I I I I I I I I I I I I I I I I 1• I I® I I f I I I I ' I I 1 R ® -I-N4 �-- R ® �{ -- I I I F/ I N ',I I I F/ I I I 1 I I I I I I I I A I I I I b I I• 1 I I® 1 I I B A / P / • 1 1 I L• I \ \ A RL -------------------L-J-- I f I I I I 1----1---1 _._�.-- ----1---I----I--T--r- ' I 1 I J_ L❑\II I�..II- R'_I_ I I I- 1 I I I I I I I 1 1 1 1 1 1 1 I I I 1 I I I I I I 1 I I I I I T--r..'"l-- I i I I I I I I I 1 I 1 1 1 1 I 1 -I--II�% -____Y- _ _1__L F. r I I __-I_RL -�T-_1-----� 1 1 I I i 11 I I I I� I I I i I I I I I III I I: I I I i I I I I I I I 1 1 I I I I I I I -I 1 --I--'(-.-r I I I I I I I I I I II I I f I I I I I I 1 1 I I I-! I I 6 I I I I I 7__T__r--I-_T_-r_1-_T__r_1_-+_-I_-4,_-+_._1-_.4__+__~- I I I J 1 1 I I I I I 1 I I I 1 ICI+DS T I I 1 1 I I. I I I I I I I 1 I I I, I M$AL NG 4AR 1 1 1 1 I 1 1 1 1 F LI HTS ANS -1--7----?-.- r--I--T-- ------ 1 I I I I ----- I I -- --r--1 ---I I F F T�-r I I I: I I I I I I i I I I �kUNT I I I I I I I I I I I i I I I I. I I I I I I II I I I I I I I I 10 1 1 I I I I I I I I I I� I I I 1 I I I I I I I. 1 I f l• 1 I I INS 1,, I I. I 1.. 1 1 1/.-I 1 ® I l l I NUIRSEIiIY I 1• N I I I N • i I. 1 ' 1. I I I L_ 1 1 11 1 1 I I 1 1' I 1 1 I I F-y--t--F • 1 I J i I I • I I J I I 1 I I I I I I I I. I I I 1 I i I 1. 1 1 1 1 --+--h--1--+--H---+--1--�--1--1---1-- --1-- -- 1--L- I I I -• 1 1 1 1 I I• I I I I 7 11 1 1 -1--+----1--+----1--'1-- II r,--I--t--r y- t- r- _ I-- �- _ 1 1 ' i I �. I I I I I I I I _I I I I I I I 1 I I I I I I I I I I I I 1 i I I I I I I I 1 i. I I I I I I I I I I ��,{�l CH S H I I I I` `�I"`+111 I I I I I I I 1;® I I I I 1 1 I I 1 1 I I I I I I I 1 1 I 1 I• I N 1 I - -I - ' -'-' -' '- -'- - -'.- I I i. I I F --'---1-- � --1 1__ t-L--1--T--r-1--1--T--r- F __I__1__L I. 1 I --I L..,I 1. ;; 8 ®, I I I I.. I I .. \ F I t I I I I F I I I I\ 1 I I 1 I I i I- II, B 1 A 1 I -I I I A , I I 1 t I B I I I 1 I I I AF 1 I ` I I I I I \ I I1 S _ __ __I. i --r- r--1-- -- I-- ---T--r-1--T-- T--r-1--I ----1--�--'-'1--+--�- I I -1--7--r----r--I-- 1 I 1 I I --- I- I I -� 1 I I \ I I \I I I -- � \ 1 \I I N-y-- • 1 I I I I •I I I I I i •1 I I I I I •I I I I I I I I I I I I I I I• I I I 1 1 I I I I I I I 1 I 1 F I F r I I I , 1 I I I I I I I I RATED 0 I I I I I I I I I 1 1 1 ,, 1 I I I• I I I I r I• 1 I i • I I I ,�i I i I I. (� 3 I I I I I I I I T CT) 1 I 1 1 r I I R _JI_.1 I I ITo 1 1 I F I I I I I. I 1 I I I I 1 I I I I I I I I I I I I I R O 'q ------------ I I I F I I I I I 1 I 1 1 I I i I - J, 1 / I 1 :.., /ao r'WI a' F _.✓'•Ili - '- -I- -.-I -.- F - l xvr �q�ovy/ • --I ----J- moo. I ® IO 1 7 I I r I 11 -- -- I--,--F---r---I-- 17 ;; ; F -4`_L—�I 1 F ® 1 1 ---r(-- I• I I® -I I I • i �J- I I I-6 I P - -I- I I I N. I i I I I I I • 1 © I I I I• I t N +- �r ���-1- I I i I 1 I I I Q I I I 1 I 1 11 I - JI 1 1 , I I I I I I 1 I 1• 1 1 I N I S RAGE 1 1: N I 1 Ur'-I-- 1--T--. F._-I-- t„-_r_7__ ® - _` - - _ - F.1%, T_ _-IT__ R I I 7 I I _F_-I -i__ _._.7 _._i.__I_-�_- _ I MEN— I 1 f , I I I I I I Ir-K-- OME -I-- -r-I I I I I I 1 I I I I I I I I I I I I I I I I I I �REl11{ Rll� I I I I I I I I ............... .......4.... ... ITCHENEXISTING OUTLET REMOVE `-6 LITE • • ' « ' ♦ • ' • ' « ' ' * • * ALL K' ' ' ' ♦ » ' «•SREMOVE (1) WITCH AND *LITE ' JOIN (2) SWITCH AND -JOIN (2) LITES ON & SWITCH EXHAUST FANS TO LAdPANEL 11 R�LOCATEDTHERE EXHAUST FANS TO SINGLE SWITCH. E I SINGLE SWITCH, (. r TO FUNCTION AS 8. E ADJUST ELECTRICAL TO FUNCTION AS ADJUST ELECTRICAL SINGLE RtSTRI30M. SINGLE RESTROOM. -„ SUITE # 10 SUITE # 11 SUITE # 12 SUITE # 13 SUITE # 13 11 12 13 14 15 16 ---;---- (2) PAIRS TOTAL EXIST'G RESTROOMS SCALE: 3/8 =1'-C" ELECTRICAL SYMBOL LEGEND SWITCH Id. .D THERMOSTAT ( LIGHT FIXTURE /1 3-WAY SWITCH 13 DIRECT WIRE ` J PH LIGHT FIXTURE (1 4-WAY SWITCH t4 PHONE IF PULL SWITCH \PJ DIMMER SWITCH tD T.V, /COAXIAL CABLE CONNECTION W RECESSED LIGHT jRr 110V OUTLET (P SMOKE DETECTOR S T RECESSED LIGHT HALF -HOT OUTLET C) EXHAUST FAN ® VAPOR PROOF 220V OUTLET PUSH BUTTON M FLOOD LIGHT 2(1) GFI OUTLET (4) DOOR CHIMES 00P�O0 GFI ALARM PAD o PHOT❑ELECTRIC WP GFI OUTLET YIQ DUCT SMOKE PANEL DETECTOR MOTION SENSOR O 2x4 Fluor. Lay_ IN SUPPLY TRUNK SWITCH Wall A/C DISCONNECT Mount EMERGENCY JUNCTION BOX ❑J SPEAKER !FLOOD LIGHT W/ (BATTERY BACK-UP FIRE EXTINGUISHER LIGHT FIXTURE Oct ELECTRIC WATER TYPE 2A 1OBC WALL MOUNTED COOLER, GFCI 1 CIRCUIT NUMBER F_x1 NOTE T❑ BUILDER; Y PANEL NUMBER OUTLETS PER NEC 210-12(b) "RSG K� R . TINSPHEAn REFLECTIVE E IL IN LAN RL-0 RELOCATED EXISTING SPRINKLER SCALE: 3/16"=1'-O" ORIGINAL SPRINKLER LOCATION -� \\\F [IF RELOCATED EXISTING FLUOR. LITE SPRINKLER & ALARM NOTE I \1 EXISTING FIRE ALARM SYSTEM TIED IN WITH SPRINKLER SYSTEM, SPRINKLER SYSTEM. ANY CHANGES TO BE PER NFPA 13, AND ALARM SYSTEM NFPA 72, NFPA 101 AND THE FBC 2007. ABOVE SPRINKERS ARE NF SHOWN TO BE OF ASSISTANCE TO SPRINKLER CONTRACTOR. FOR ACTUAL NEW 2'x4', FLUOR. DROP -IN REVISED SPRINKLER ➢ESIGN, SEE SPRINKLER SHOP DRAWINGS BY OTHERS. N TO MATCH EXISTING FIXTURE THESE PLANS AND ALL PROPOSEDR AND SUBJECT TO ANY CORRECTIO NS REQUIRED BY FIELD INSPECTORS THAT', MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODE$. N11TE 1. ALL FIXTURES ARE EXISTING, ONLY NEW IF INDICATED BY 'N'. RELOCATED FIXTURES ARE AS NOTED, EXCEPT ALL MOTION SWITCHES AND ' RECESSED CEILING LITE FIXTURES ARE NEW. 2. NEW PARTITIONS TO CLIP, SNUG TO U/S OF EXIST'G DROP CEILING, UNLESS NOTED OTHERWISE. 3. MOTION SENSORS TO BE WALL MOUNT WITH MANUAL SWITCH OVERRIDE AND SHUT OFF TIMER WHEN NO MOTION SENSED. 4. EXTERIOR LIGHTS AND ELECTRICAL FIXTURES TO REMAIN AS IS. 5. CIRCUITS WITHIN EACH SUITE ARE OFF THAT SUITES PANEL UNLESS INDICATED OTHERWISE. >-- Ln 0 0 Q� L 0) 10 0 O Q LL- Lr� U� ww 0U �N W 0-) (_0 Q U 0 THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES. ONLY. SIZE AND :LOCATION MAY VARY TO MEET MANUFACTURERS. SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER COPYRIGHT OF RAYMOND CHLADNY COPY OR USE ONLY WITH PRIOR PERMISSION. 77 C'3 ao 11160 D O mm 1 T. i m I d �$ Lum .�1 �i START DATE: AUG'12 09 NO. REVISION/ISSUE DATE 0 1ST —REVISION 11 09 09 2ND—REVISION 3RD—REVISION CLIENT: D. STEFANO BUILDING RESTORATION, INC s� l v Raymnd Chladny.. Licensed Amhftect#AR-0017475