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HomeMy WebLinkAbout2680 Orlando Dr (A) FIRE SPRINKLER 18-4415,. BY: LIST OF ABBREVIATIONS SYMBOL LEGEND INDEX OF DRAWINGS -AB... ANCHOR BOLT ABV ' ABOVE DETAIL NUMBER AFF- : ABOVE FINISHED FLOOR ADJ ADJACENT •A/C AIR CONDITIONING TS TITLE SHEET ALUM ALUMINUM x DRAWING TITLE EA .x SCALE: llRAWINOSCALE. BRK BEARING - - BLOCK ARCHITECTURAL BOTT BOTTOM SHEET NUMBER BLDG BUILDING D001 DEMO/ EXISTING INFO PLAN ROOM (LOCATION OF DETAIL) CPT CARPET NAME ROOM NUMBER A001 LIFE SAFETY PLAN CLG CEILING xxX DR A101 FLOOR PLAN CT CERAMIC TILE 26% CIR CIRCLE A201 _REFLECTED CEILING CLR CLEAR, CLEARANCE COL COLUMN ELEVATION NUMBER CONC CONCRETE A901 UL DETAILS AND HANDL TOILETS W CMU -CONCRETE MASONRY UNIT X �" CONST CONSTRUCTION ELECTRICAL CONT CONTINUE, CONTINUOUS X- SHEET NUMBER CONTR CONTRACT, CONTRACTOR CITY ou ORD FLORIDA (LOCATION OF ELEVATION). E101 LIGHTING PLAN O 0 � L I` CJ CONTROL JOINT r JU'oU)c lt DH DOUBLE -HUNG X ELEVATION NUMBER (TYPICAL) PLUMBING ,.. ^ DTL DETAIL �— LL. N DIAG DIAGONAL X X X " r DIA, DIAMETER l P101 PLUMBING PLAN DIM DIMENSION SHEET NUMBER o N �-- LL DN DOWN X d' N r�� nT �T�� T � � � DS DOWNSPOUT (LOCATION OF ELEVATIONS) 2670 S ORLNADO DR, LLC MECHANICAL N "' N DWG DRAWING W W ,DR - - DISHWASHER X SECTION NUMBER 2000 N ORANGE AVE M101 HVAC PLAN �.m �: 4 00 EA EACH X EW EACH WAY ORLANDO, FL 32W4 ELEC ELECTRIC, (AL) SHEET NUMBER EWC ELECTRIC WATER COOLERLOCATION OF SECTION) ELEV ELEVATION (VERTICAL HEIGHT) ( 7,� '"n' V) 00 EQH EQUAUST EJ EXPANSION JOINT f ELEVATION, ABOVE REFERENCE f 1 w� EXT EXTERIOR 0'-0" ELEVATION + W. r 1 m FA FIRE ALARM XXX - C PARSONS ARCHITECT, V WI -100 � ".1L IL FE FIRE EXTINGUISHER � ITEM BEING REFERENCED RAY PAR N AR HITE T, LLC FIXT FIXTURE (I.E., T/0 STEEL) BROADWAY AVE FLR . FLOOR,' (ING) KISSIMMEE, FL. 34741 _ FD FLOOR DRAIN PHONE: 407.847.4706 FLUOR FLUORESCENT DOOR NUMBER ARCHITECT REG.AR0011624 FTG FOOTING" <> > - a FND FOUNDATION y FR FRAME, (D), ING) WINDOW OR GLAZED FUR FURRED, (NG� �> PRESSURE NUMBER FT FOOT <> a. GA GAGE, GAUGE GALV GALVANIZED WALL TYPE NUMBER a GL GLASS, GLAZING <> GB GRAB BAR <> ' GYP. BD. GYPSUM WALLBOARD HDR HEADER REVISION NUMBER x HVAC HEATING/VENTILATING/AIR CONDITIONING HT HEIGHT APPLICABLE CODES He HOLLOW CORE JURISDICTION APPROVALS HORIZ HORIZONTAL AREA BEING REVISED t HB HOSE BIBS 1. FLORIDA BUILDING CODE, BUILDING VOLUME, 6TH EDITION 2017 p 2. FLORIDA FIRE PREVENTION CODE, 6TH EDITION 2017 HM HOLLOW .METAL 3. FLORIDA BUILDING CODE, PLUMBING VOLUME, 6TH EDITION 2017 0 INCL INCLUDE, (ED), (ING) 4. FLORIDA BUILDING CODE, MECHANICAL VOLUME, 6TH EDITION 2017 ID INSIDE DIAMETER 5. FLORIDA BUILDING CODE, FUEL GAS VOLUME, 6TH EDITION 2017 INSUL INSULATE, (ED), (ING) 6. NFPA 70, NATIONAL ELECTRIC CODE, 2014•• C� INT INTERIOR. 7, FLORIDA BUILDING CODE,. ACCESSIBILITY CODE, 6TH EDITION 2017 "r m IN INCH ".. JT JOINT LAV LAVATORY LT .'LIGHT LW LIGHTWEIGHT LTL LINTEL BUILDING. CODE REQUIREMENTS BUILDING CODE REQUIREMENTS BUILDING CODE REQUIREMENTS LLV LONG LEG VERTICAL ' MAX MAXIMUM MET METAL GENERAL NOTES BUILDING OCCUPANCY (CH. 3) FIRE RESISTANCE RATINGSCHS. 6, 7) ) EXISTING INTERIOR FINISHES CH. B - �.. MW MICROWAVE GROUP B - PROFESSIONAL OFFICE 1. INTERIOR BEARING WALLS OHR MINIMUM REQUIRED CLASSIFICATION MIN MINIMUM 2. INTERIOR NON BEARING PARTITIONS 0 EXITS - B q MMISCELLANEOUS - 1, THE CONTRACTOR SHALL BE FAMILIAR WITH SPECIAL OCCUPANCY (CH. 4) 3. COLUMNS OHR EXIT ACCESS - B .. MOO MASONRY OPENING NOT APPLICABLE 4. BEAMS, CIDERS, TRUSSES, AND ARCHES OTHER SPACES - C a PROVISIONS OF ALL APPLICABLE CODES AND SUPPORTING ONE ROOF ONLY OHR NOT APPLICABLE SHALL INSURE THE COMPLIANCE OF THE WORK BUILDING LIMITATIONS CH. 5) EXISTING 5. ROOF/ CEILING CONSTRUCTION OHR FIRE PROTECTION SYSTEMS CH. 9 NOM NOMINAL WITH ALL LOCAL, STATE, AND-FEDEREAL CODES. ( ( ) , NIC NOT IN CONTRACT IN THE EVENT OF CONFLICT BETWEEN LOCAL, CONSTRUCTION TYPE - TYPE IIB SPRINKLER 6. EXTERIOR BEARING WALLS FIRE PROTECTION SYSTEMS (CH. 9) NTS NOT TO: SCALE HORIZONTAL SEPARATION: -�;�� Q P10 NUMBER STATE, AND FEDERAL CODES, THE MORE FIRE SYSTEM IS PART OF THIS PROJECT. THE SYSTEM IS "d ALLOWABLE HEIGHT FEET - 55 EXISTING WILL BE BE DESIGN BY LICENSE ENGINEER AND PERMITTED O9i • „. STRINGENT SHALL GOVERN. (FEET) , OC ON CENTER, (S) ACTUAL HEIGHT (FEET) 18' OFT TO 3FT 2 (0%) BY LICENSED FIRE SUPPRESSION COMPANY FOR APPROVAL. OFCI OWNER FURNISHED, CONTRACTOR INSTALLED 2. THESE DOCUMENTS DO NOT INCLUDE THE ALLOWABLE HEIGHT (STORIES) 2 OVER 3FT TO LOFT 1 (10%) OPG OPENING NECESSARY COMPONENTS FOR CONSTRUCTION ACTUAL HEIGHT STORIES 1 OVER 1OFT TO 20FT 1 (20% FIRE ALARM 1 OD OUTSIDE DIAMETER SAFETY. SAFETY, CARE OF ADJACENT PROPERTIES ALLOWABLE TABULAR AREA OVER 20FT TO 30FT 1 40%) THIS BUILDING IS CURRENTLY MONITORED. A LICENSED OH OVERALL ( ) - F 0 OVERHEAD DURING' CONSTRUCTION, COMPLIANCE WITH STATE FT. PER FLOOR -SECTION 507 UNLIMITED.: OVER 3OFT 1 NL ALARM COMPANY WILL DESIGN AND SUBMITTED, SEPARATE DRAWINGS H VERH AND FEDERAL REGULATIONS REGARDING SAFETY, ) ( ) FOR APPROVAL. =; F ' OPP OPPOSITE 7, EXTERIOR NON BEARING WALLS �, N , AND COMPLIANCE WITH REQUIREMENTS SPECIFIED ACTUAL BUILDING S 500 HORIZO Q FT 14, SQ. FT. NTAL SEPARATION: -,. i •..9.116 v , PTN PARTITION IN THE OWNER/CONTRACTOR AGREEMENT SHALL BE INTERIOR IMPROVEMENTS 2 504 S "'R ""LL PLWD PLYWOOD THE RESPONSIBILITY. OF THE CONTRACTOR. - Q � MEANS OF EGRESS " wand, . A a� PT PRESSURE TREATED OFT TO 3FT 2 (0%J mm000, PSF POUNDS PER SQUARE FOOT OVER 3FT TO LOFT' 1 10% 3. CONTRACTOR SHALL SUPERVISE AND DIRECT THE ( ) OCCUPANT PER TENANT - PSI POUNDS PER SQUARE INCH OVER IOFT TO 20FT 1 20% PREFAB PREFABRICATE ED WORK AT ALL TIMES, AND SHALL BE SOLELY ) - OFFICE 2,504 SQ FT/ 100 GROSS 26 PEOPLE PFN. PREFINISHED ( ) RESPONSIBLE FOR ALL CONSTRUCTION MEANS, OVER 20FT TO 3OFT NC (40%)" TOTAL 26 PEOPLE J METHODS, AND TECHNIQUES, SAFETY PROCEDURES, OVER 3OFT NC (NL) ' QT QUARRY TILE AND FOR CO-ORDINATING ALL PORTIONS OF THE 8. FIRE RATING SEPARATIONS Q U WORK. MIN. NUMBER OF EXITS 2 RAD RADIUS FLOOR SEPARATIONS • - MAX. TRAVEL DISTANCE TO EXIT. < - ' 200 FEET REF RECESS (ED) TENANT SEPARATIONS W REF REFRIGERATOR 4. DO NOT SCALE THE DRAWINGS. USE WRITTEN N MAX. DEAD END CORRIDOR LENGTH - 20 FEET L1J Z REINF REINFORCE ED INC DIMENSIONS FOR ALL MEASUREMENTS. ALL GARAGE SEPARATIONS - EGRESS WIDTH PER PERSON END -, ( ), (ING) SHAFT WALL _ J REQ REQUIRED DIMENSIONS ARE TO FACE OF STUD OR FACE OF LEVEL 0.2 IN. , R RETURN STAIR AND ELEVATOR r A RN. I CMU, UNLESS NOTED OTHERWISE. IN THE EVENT STAIRS. 0.3 IN. � LL REV REVISE. S , REVISE. EDcl R RISER ( ) THAT A DIMENSION IS MISSING, OR THERE ISA MIN. CORRIDOR WIDTH - ' 44 IN: L1J Q' CONFLICT BETWEEN DIMENSIONS, THE CONTRACTOR ". MIN. CLEAR OPENING OF EXIT DOORS - 32 IN. > _ R/S ROD AND SHELF O U - 0.. RD ROOF DRAIN r SHALL OBTAIN WRITTEN DIRECTION FROM THE 0 0 RO ROUGH OPENING ARCHITECT BEFORE PROCEEDING WITH THAT ll_. PORTION OF THE WORK. , , Z LL Z 0 W SCH SCHEDULE c f /c [� SECT SECTION . F,�LIQ r�LL-VINIC DI IvION q 5. CONTRACTOR SHALLL VERIFY THE R VALUE OF ahINE-._..____—__—__.�_ —r Z SHT SHEET � _ - J INSULATION ® UNDERSIDE OF ROOF DECK. i.:• E BE S �. SINGLE HUNG + A PLr,falL� .y.,dJcJ SHALL BE CONSTRUED f0 Q � Q H H,N FIRE SPRINKLER NOTE. _: r , Q PROVIDE ADDTIONAL INSULATION AT THIS LOCATION Lu:rt,,,c..QPRO,EED+ITHTHEWORKANDNOTAS SIM SIMILAR Q _ :FluRlr, rc vIc�LAr�; c aNcrL,.AI_rER ori ser . - SC SOLID COR AS REQUIRED TO PROVIDE. MIN. R 19 VALUE SIGNED AND SEALED _ - Z ._ E N FIRE SPRINKLER DRAWINGS .BY A LICENSED. SPK SPEAKER - - .,,I��fSt\� ANY Ur Ttifi PROVISIONS Or -THE TECHNICAL � SPEC SPECIFICATION SPRINKLER CONTRACTOR SHALL BE SUBMITTED TO THE BUILDING AND ODS-: � ) ? st+aLL ssuaNCF OF A.t GF(fimr PREVENT O ` ` .HE BUILDING 1FFICIAL FRO;�n THEREAFTER -,0 SQ SQUARE FIRE DEPARTMENTS FOR APPROVAL PRIOR TO INSTALLATION. .L IAc O W - i?EOC31F;ItlG A c;JRF?ECT'IQPt (l( E.1F?07S IN Rl.AfdS � . STD .,STANDARD _ S � I— u.vsr, uc,rsc.F+vl��Arc l�ol THI cone (� ST STEEL CO w STO STORAGE ..- LL STR _ STRUCTURAL U SYS SYSTEM TEL TELEPHONE FIRE ALARM: NOTE. TV TELEVISION SIGNED AND THK THICK, (NESS) N D AN SEALED FIRE. ALARM DRAWINGS BY A LICENSED ALARM y &G TONGUE D GROOVE. T AN. R E- CONTRACTOR SHALL BE SUBMITTED • P_ PCL , TO THE BUILDING AND ;FIRE 7Y TYPICAL. DEPARTMENTS FOR APPROVAL PRIOR TO INSTALLATION. ISSUED FOU T 0 TOP OF N Fel UsCa oRA�r+ , PERMIT. • , ;,iow 'UNO . UNLESS NOTED OTHERWISE ' ,.CHP.: VB VAPOR' 'BARRIER ' •-•. ..VERT VERTICAL :-' ISSUED FOR oeT� ::'�'.•....; .. `. . ;lo zy3ma .'.: VCT , VINYL COMPOSITION TILE' . CONSTRUCTION .. ,.. r - - .:SCA -. VTR VENT .THROUGH. ROOF .:: As SEOWn 1W... :.: WH WATER'HEATER .• . ..... .. .v, WC WATER CLOSET ORLAT,�W WP WATERPROOFING„ C WR ;WATER RESISTANT WWF. WELDED WIRE FABRIC PERMIT WIN WINDOW W WITH WITHOUT. W 0 T . W WOOD . , :: 0 ^ iT J_ O:�' N0.�1 o J U - N` c0l. U.. 0.1 `O W LL..--�:. J Z ;fes _T- N N F— W N 11Jr r Lo 'r _ �mUj ro � O_ _ ZJ U< 2 �. ~ _M� Um J�JIL LL N y o�z' g°� z .o r 0Q� OZo. Q ti • r � •:0 n PG o c w ' L cn �WZ N o. LL �---- cl 2N%7 iT J_ ��/, •�G N0.�1 o J_ U Lij � Z � O_ �. ~ LL ❑ W , < OU o�z' g°� z 0Q� OZo. Q •:0 u�o o cn �WZ N LL U O d ; ORA; JDw CHECKED ... CHP, DATE_ l0%23/2018 .SCALE :. ,AS $HONK. JOB NO. . N/A " SHEET. .. D0,01 �O G 7' �Ujs ! 0.1162. SGA- J Q :U Q " oil O 0 w Q J U LL. N rr noWJ:� N JZ T7 N • .,0� LL _UmLd ..W..�N Zz (b �-j� OZO. I�m r N(0 Z-.2.. W U" c�. LL O •_ U J:oQ 4 -a. -U. CF) N � — O O •. . ,•FA 0 p" �1 �O G 7' �Ujs ! 0.1162. SGA- DRAWN JDW • CHECKED CHP DATE 10]25/$018 AS SHONN JOB NO. N/A • SHEET A001.1 1_ . J Q :U Q " > .W Z O 0 w Q - OU> O .,0� LL �-j� OZO. 'Q _OR LL O CF) N � — V O DRAWN JDW • CHECKED CHP DATE 10]25/$018 AS SHONN JOB NO. N/A • SHEET A001.1 1_ . DOOR NOTES: 1. ALL DOORS SHALL COMPLY WITH FBC 1008.9.2 HARDWARE HEIGHT. FBCA 309 OPERABLE PARTS, AND FBCA 404.2.7 DOOR AND GATE HARDWARE 2. MANEUVERING CLEARANCES AT DOORS SHALL BE IN ACCORDANCE W/ FBCA 305 CLEAR FLOOR OR GROUND SPACE Q 0 VERIFY IN FIELD TYP DOOR SCHEDULE DOOR NO. DOOR SIZE THK TYPE ` FRAME HARDWARE FIRE RT E1 3'-0" X 7'-0" 1 3 4" A HM N/A _ 1 3'-0" X 6'-8" 1 3 4" A HM BT,KL,ST 2 3'-0" X 6'-8" 1 3/4"1 A HM BT,PL,ST 3 3'-0" X 6'-8" 1 3/4"1 A` HM SLIDER 4 3'-0" X 6'-8" 1 3/4"1 A HM BT,CL,PL,ST DOOR NOTES: 1. ALL DOORS SHALL COMPLY WITH FBC 1008.9.2 HARDWARE HEIGHT. FBCA 309 OPERABLE PARTS, AND FBCA 404.2.7 DOOR AND GATE HARDWARE 2. MANEUVERING CLEARANCES AT DOORS SHALL BE IN ACCORDANCE W/ FBCA 305 CLEAR FLOOR OR GROUND SPACE lJ v °;o �fl 6 ao I _STRUCTURETYP ORE(TYP x6 m _ r _ Do NURSE I CONT K TRAC I TYP : �. EXAM -2 _ 3 I . , � M 2 _ Q EXISTING ACT CEILING X N & Q ! HANGER TO MTL'DECK U Q 0 VERIFY IN FIELD TYP — W Z W >_LD U� ..N�,: LL o LWL _I V Lo r, L' r .-L i % f" N T - ,LDN =W Q�mm�• � N ® 24" OC (TYP) � Z � :.U• Q � N.00 Lu U �} J00 :a..LL . 0U>,. a C)0. Z �. Z '' �,w Q h .. -4 1/2" DRYWALL SIDES :.:;• Z Q BOTH (TYP) Q .. 0 \� 1 LL .:, 2 TYP NOTE: NEW WALL SHALL NOT ;; USE ACT GRID FOR. " J . • q � ' " A f4 STRUCTURE 'ATTACHMENT (TYP) • ' M.,'A• �,- -. �- lJ v °;o �fl 6 ao I _STRUCTURETYP ORE(TYP x6 m _ r _ Do NURSE I CONT K TRAC I TYP : �. EXAM -2 _ 3 I . , � M 2 _ Q EXISTING ACT CEILING X N & Q ! HANGER TO MTL'DECK U VERIFY IN FIELD TYP — W Z W >_LD 3 5/8" MTL STUDS i ® 24" OC (TYP) Q , W . 0U>,. EXAM C)0. Z �. Z '' �,w Q .. -4 1/2" DRYWALL SIDES :.:;• Z Q BOTH (TYP) Q .. 0 \� 1 LL .:, 2 TYP NOTE: NEW WALL SHALL NOT ;; USE ACT GRID FOR. 0 �: _ O (n W . 0:". STRUCTURE 'ATTACHMENT (TYP) • ' M.,'A• �,- -. �- 3 --- 2 O O 2 2 2 O 2 �' EXAM -3 �' 3 o CLOSET , co PROCEDURE VERIFY IN FIELD TYP — W Z W >_LD 3 5/8" MTL STUDS i ® 24" OC (TYP) Q , W . 0U>,. C)0. Z �. Z '' �,w Q .. 1/2" DRYWALL SIDES :.:;• Z Q BOTH (TYP) Q .. 0 1 LL .:, o" NOTE: NEW WALL SHALL NOT ;; USE ACT GRID FOR. 0 �: _ O (n W . 0:". STRUCTURE 'ATTACHMENT (TYP) • ' M.,'A• �,- -. �- REFLECTED CEILING LEGEND Oa W 0 0 �- �:. - A/C GRILL., / r1It .U)m U 2 X 4 LAYIN LIGHT PARABOLIC LL N - o, W �j�- L- N J Lo �... Z N.W W-N. _ m W It 00�-- EMERGENCY LIGHT m.co m Q 0 D 1 X 4 LAYIN LIGHT Um o aL . a. RETURN A/C GRILL a V HEADER D VANITY MIRROR LIGHT FxWAI]gT FAN II I®I I IL l_ I I I II I EXISTING 2'-0 z 2'-0" T O6" RECESS CAN CQ 0 Oa W 0 0 �- �:. - r1It .U)m U LL N - o, W �j�- L- N J Lo �... Z N.W W-N. _ m W It 00�-- m.co m Q .z co Um o aL . a. a V ro n N p G - ��un�nunnu lt:e nm, ' 3'3 bj t Nom. Q'a�\ J - UJ Z,. �0 �. ,LL LLJ O o >. . 0 0' LL 0.w Z LL w Z. 0 �oILL Z 0z0 �, cn 0 R LL C) w 0,. rn �- 04 CD...;'. LL U 0 DRAWN .. JDW "ClIECKED . CHP DATE. . SCALE.; AS SHOWN - JOB NO.. NSA SHEET • 4 A201 PLASTIC N LAMINATED 4" BACK SPLASH PROVIDE BLOCKING IN WALL AS NEEDED TO MOUNT THE MILLWORK Q Il 0 -i LL 0 ILL Z U) LL 0 co '0 ui W0 2 -6. T- 0 00 Q W J0 INc (y) N C) ow -i N �LL I Lo �— I Lo Z LL W 0 L0 �— N T- Z (14 iljw 0 T— o co LU q oo (o < PLASTIC LAM. CTR. Z 0 > j z (1) Z :2 — c) 00 OE C) ui W 060 —1 0. LL —Z ILL 0 w DRAWN JDW CHECKED CHP DATE 10/25/2018 PLASTIC LAMINATE SCALE AS SHOWN " NO. N/A SHUT A40 BRACKET 0 36" 0 . C. MAX. co hh 15 reni WALL BEYOND FINISH FLOOR FINISH FLOOR ------------ KiF— PROVIDE AT COUNTER A MINIMUM WALL WALL 12'-0" CLEAR LENGTH OF 36 INCHES WITH A MAXIMUM HEIGHT OF 36 INCHES. ADJ. SHELVES TO COMPLY W/ F.A.C. 227 AND 904.3 4 ELEVATION n.NURSE STATION RANITE CTR. SCALE: 1/2"�1'4' LASTIC LAM. CTR. GRANITE COUNTER COUNTER ROVIDE BLOCKING IN TOPS ,—GRANITE TOPS WALL AS NEEDED TO MOUNT THE MILLWORK 2 .-6. LAMINATED LAMINATED LAMINATED COUNTER COUNTER PLASTIC LAMINATED \,OPEN 1:7 DRAWERS Do �o SPACE n I I LASTIC LAM. BRACKET 6 PLASTIC LAMINATED 36" O.C. MAX. DRAWERS FINISH FLOOR -----FINISH FLOOR ,--FINIS H FLOOR -�5'EL ELEVATION @ RECEPTION. 3 ELEVATION @ NURSE STATION SECTION @ NURSE STATION SCALE: 1/2"=1. AIOI SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" • WALL -\ WALL'-\ WALL WALL ALL —GRANITE COUNTER PROVIDE BLOCKING IN WALL AS TOPS NEEDED TO MOUNT THE MILLWORK LAMINATED 0 ----'COUNTER 2'-6 4 EQUAL LAMINATED "—PLASTIC DRAWERS X. LAMINATED DRAWERS LASTIC LAM. L L// C*4 LASTIC LAMINATE. BRACKET 0 36" FINISH FLOOR O.C. MAX. '—FINISH FLOOR S-7-. 4-0 ELEVATION @ RECEPTION 2 nloz SCALE: 1/2"=I' -O" SEC TION RECEPTION ELEVATION @ EXAM A A101 SCALE: 1/2"=1,-0" AIOI SCALE: 1/2"=1'-0" Q Il 0 -i LL 0 ILL Z U) LL 0 co '0 ui W0 LIJ Z T- 0 00 Q W J0 INc (y) c) > 0 C) ow -i N �LL I Lo �— I Lo Z LL W 0 L0 �— N T- Z (14 iljw 0 T— o co LU q oo (o < Z 0 > j z (1) Z :2 — c) 00 OE C) ui W 060 —1 0. LL —Z ILL 0 w DRAWN JDW CHECKED CHP DATE 10/25/2018 SCALE AS SHOWN " NO. N/A SHUT A40 co hh 15 reni Q Il 0 -i LL 0 ILL Z U) LL 0 C) W0 LIJ Z 0 Q W .0 c) > 0 C) z Z LL W 0 0 Z 0 co OE C) Lu W 04 —Z ILL 0 w DRAWN JDW CHECKED CHP DATE 10/25/2018 SCALE AS SHOWN " NO. N/A SHUT A40 Q Il 0 -i LL 0 ILL Z U) LL 0 8 2 DESIGN N0. U419 NON BEARING WALL RATINGS - 1, 2, 3, OR 4 HR (SEE ITEMS 3 & 4) 2 4 p 7 3 3A 4 1. FLOOR AND CEILING RUNNER"(NOTSHOWN)--CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG , � (MIN 20,MSG WHEN ITEM 4A IS USED) CORROSION -PROTECTED STEEL, MIN WIDTH TO ACCOMMODATE STUD J LL SIZE, WITH MIN 1 IN.. LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC MAX. STEEL STUDS -=CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG (MIN 20 MSG WHEN ITEM 4A IS USED) Z g CORROSIN -PROTECTED STEEL, MIN WIDTH AS INDICATED. UNDER ITEM 4, MIN 1-1/4 IN. FLANGES AND 1/4' 0 U. RETURN, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4" IN LESS THAN ASSEMBLY HEIGHT. 3. BATTS AND BLANKETS* -= (REQUIRED AS INDICATED UNDER ITEM 4) -- MINERAL WOOL BATTS, FRICTION O FITTED BETWEEN .STUDS AND RUNNERS. MIN NOM THICKNESS AS INDICATED UNDER ITEM 4. SEE BATTS AND NLli �-LLL BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. 3A. BATTS AND BLANKETS* -= (OPTIONAL) -- PLACED IN STUD CAVITIES,ANY GLASS FIBER OR MINERAL (r) WOOL INSULATION BEARING THE UL CLASSIFICATION MARKING ,AS TO SURFACE BURNING CHARACTERISTICS AND/ OR FIRE RESISTANCE. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. 4.` .GYPSUM : - BOARD*-- GYPSUM PANELS WITH BEVELED, SQUARE OF TAPERED EDGES, APPLIED VERTICALLY OF HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES mmG OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD .CAVITY. ' (MULTILAYER SYSTEMS) STAGGERED A MIN OF 12 IN. THE THICKNESS AND NUMBER OF LAYERS OF THE 1 HR, 2 HR, 3 HR AND 4 HR RATINGS ARE AS FOLLOWS: WALLBORD PROTECTION ON EACH SIDE OF WALL Ur". NO. OF LAYERS MIN THICKNESS ' MIN STUD AND THICKNESS OF INSULATION RATING DEPTH OF PANELS - (ITEM 3) 1 3-1/2 1 LAYER, 5/8 IN. THICK OPTIONAL 1 2-1/2 1 LAYER, 1/2 IN. THICK 1-1/2" IN. • 1 1-5/8 1 LAYER, 3/4 IN. THICK OPTIONAL 2 1-5/8 2 LAYER, 1/2.IN. THICK OPTIONAL 2 1-5/8 2 LAYER, 5/8. IN. THICK OPTIONAL 2 3-1 /2 1 LAYER, 3/4 IN. THICK 3 IN. 3 1-5/8 3 LAYERS, 1/2 N. THICK OPTIONAL A RS 3 4 IN THICK OPTIONAL LYE 1-5/ 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 4 2-1/2 2 LAYERS, 3/4 IN. THICK 2 IN. CANADIAN GYPSUM CO. LTD -- 1/2 IN THICK, TYPE C, WRC OR.IP-X2; 5/8 IN THICK TYPE SCX, SHX, WRX, IP -X1, .AR, C, WRC OR IP -X2; 3/4 IN THICK 30" MIN ULTRACODE OR TYPE IP -X3 - 17"-19" 5 8 UNITED STATES GYPSUM CO -- 1/2 IN THICK TYPE C. WRC OR IP -X2; / IN -. 5" MAX15" MIN THICK TYPE SCX, SHX, WRX, IP -X1, AR, C, WRC OR IP -X2; 3/4 IN THICK - ULTRACODE OR TYPE IP -X3 YESO PANAMERICANO SA DE CV -- 1/2 IN THICK TYPE C, WRC OR IP -X2; 5/8 IN - - - - - _ THICK TYPE SCX, SHX, WRX, IP -X1, AR, C, WRC OR IP -X2; 3/4 IN THICK ULTRACODE OR TYPE IP -X3 I I X I Z ¢ 4A. GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM ,4) 5/8 IN THICK GYPSUM PANELS, INSTALLED z - ? AS DESCRIBED IN ITEM 4 WITH TYPE S-12 STEEL SCREWS. THE LENGTH AND SPACING OF THE SCREWS I El AS SPECIFIED UNDER ITEM 5. : CANADIAN GYPSUM CO. a, x LTD TYPE FRX TD I - SU -- TYPE FRX UNITED STATES GYPSUM CO 48. GYPSUM BOARD -- (AS AN ALTERNATE TO ITEM 4 AND 4A) -- 5/8 IN; THICK, 2 FT WIDE, TONGUE AND GROOVE, EGDE APPLIED HORIZONTALLY AS THE OUTER LAYER. TO ONE SIDE OF THE ASSEMBLY. I 8" MIN 6" MAX R00 SECURED AS DESCRIBED IN ITEM 5. JOINT COVERING (ITEM 7) NOT REQUIRED. ' L _ - - _ J CANADIAN GYPSUM CO. LTD - TYPE SHX N FREE STANDING SPOUT HEIGHT SPOUT LOCATION • UNITED STATES GYPSUM CO -- TYPE SHX FOUNTAIN OR COOLER AND KNEE CLEARANCE YESO PANAMERICANO S A DE C V -- TYPE SHX -- -- PANELS.TO STUDS b. FASTENERS (NOT SHOWN) TYPE S OR S 12 STEEL SCREWS USED TO ATTACH P ADA DRINKING FOUNTAIN INSTALL PER FBCAC SECT. 602.4, 602.5 AND FIG. 602.5 ITEM 2 OF FURRING. CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1 IN LONG FOR 1/2 AND 5/8 IN THICK P) PANELS OR 11 4 IN LONG FOR 3/4 IN THICK PANELS; SPACED 8 IN OC WHEN PANELS ARE APPLIED VERTICALLY TWO LAYERS STEMS: 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 5Y IN LONG FOR 1/2 IN, 5/8 IN THICK PANELS OF 2-1/4 IN LONG FOR 3/4 IN THICK PANELS, SPACED 16 IN OC WITH SCREWS OFFSET 8 IN FROM FIRST LAYER. THREE -.LAYER SYSTEMS FIRST LAYER - 1 IN LONG FOR, 1/2 IN., 5/8 IN THICK PANELS, SPACED 24 IN OC HANDICAPPED FOUNTAIN OR SECOND LAYER - 1-5/8 IN LONG FOR 1/2 IN, 5/8 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. COOLER ELEVATIONS 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. FORTH 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. _- - 6. FURRING CHANNELS (OPTIONAL, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) 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 5-12 STEEL SCREWS. 18"X24" OVER NOT FOR USE WITH ITEM 4A MIRROR . 1 1/2"- GRAB BAR 36 LG. REAR WALL 7. . JOINT TAPE AND COMPOUND- VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO ON BACK WALL & 42" LG. MIRROR JOINTS AND SCREW HEADS OF OUTER LAYERS; PAPER TAPE 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUNDON SIDE WALL BEGINNING 3 -0 ALL JOINTS OF OUTER PANELS. FROM BACK WALL 1._6» MIN. 4,_6- 8. SIDING , BRICK, OR STUCCO -- (OPTIONAL, NOT SHOWN) -= ALUMINUM OR STEEL SIDING, BRICK VENEER OR MIN. 3'-0" MIN. 12" STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES, INSTALLED OVER GYPSUM PANELS. BRICK VENEER 1'-0" MIN. ATTACHED TO STUDS WITH CORRUGATED METAL WALL TIES ATTACHED TO EACH STUD WITH STEEL SCREWS, NOT MIN. MIN. MAX j¢ a x T'I.mt MORE THAN EACH SIXTH COURSE OF BRICK.3-6 M I�9. CAULKING AND SEALANTS* -- OPTIONAL, NOT SHOWN) -- A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND MIN. •N N THE PARTITION PERIMETER FOR SOUND CONTROL. o, 8" MINIMUM e" MAXIMUM • M z Mo TOESPACE PAPER4 UNITED STATES GYPSUM CO -- TYPE AS CLE RANCE N r. � ROLL' . a, � � CLEARANCE 6 CLEARANCE ,. _ - - *** BEARING THE UL CLASSIFICATION MARKING *** io i� " M 1VMINIMUM A .. 17" LAVATORY DEPTH ., • GRAB BARS AT WATER CLOSETS HANDICAP LAVATORY - • ' CLEARANCES SIDE. WALL HANDICAPPED TOILET ROOM ELEVATIONS PROVIDE LEVER -TYPE CONTROLS, TOILET TISSUE HOLDER, PAPER TOWEL HOLDER, SOAP DISPENSER AND WASTE RECEPTACLE ct; 1-6 •"0 .116 o � J Q Q ot Q O p >wp W 0 � W ¢ J LL OU> Q0 Z g LLW O 0 U. JUS Z Q O Zp NLli �-LLL dam' N 0 E J� ZNWW" (r) L �.. Q 100 f � JUQ�N(D mmG � Q ' Z (f) 00 WD Ur". I � ..m U om Y0. � LL m q, p " 0 o- x � _ Lw w w � m 0 a c _ tl A a cnn ct; 1-6 •"0 .116 o � DRAWN JDW CHECKED CHP DATE 10/26/2018 SCALE AS SHOWN JOB NO. N/A SHEET A901 J Q Q ULLI p >wp 0 � 0 � W ¢ J LL OU> Z g LLW O 0 U. 0Q Z Q O Zp 0) u) 0 E LL (r) W Z CV LL U IL DRAWN JDW CHECKED CHP DATE 10/26/2018 SCALE AS SHOWN JOB NO. N/A SHEET A901 ELECTRICAL ,SYMBOLS, AND FIXTURES ® LI EMERGENCY BATTERY EXIT LIGHTING FIXTURE UNIT CONNECT AHEAD. OF ROOM LIGHTING SWITCH ' EMERGENCY. BATTERY EXIT LIGHTING FIXTURE- WALL CB MOUNTED CONNECT AHEAD OF ROOM LIGHTING SWITCH CRCB SINGLE,POLE TOGGLE SWITCH 48" AFF TO.CENTERLINE CIRCUIT UNLESS OTHERWISE NOTED TRIP (3) 3_WAY N0. (4) 4 WAY ' LABEL . (T) WALL BOX .WIND-UP TIMER SWITCH, '20 MINUTE 20 WQUALT TO LEVTTON OR INTERMATIC 2 (OS) WALL BOX OCCUPANCY SENSOR SWITCH, DUAL LIGHTS LIGHTS LIGHTS INFARED/ ULRASONIC EQUALT TO LEVITON, 20 5 6 : 20 INTERMATIC, WATT STOPPER LV OS CEILING MOUNTED OCCUPANCY SENSOR, SIMILAR TO DESCRIBED ABOVE. " 8 "LV" INDICATES TO PROVIDE LOW -VOLTAGE INTERCONNECTIONS FOR LIGHTS LIGHTS SPARE MULTIPLE DEVICES, AND 20 -AMP POWER REPLY FOR LIGHTING LOAD. 20 11 12 - DUPLEX RECEPTACLE - MOUNTED 18" AFF TO DENTERUNE UNLESS 20 NOTED OTHERWISE 14 (GFI) GROUND FAULT INTERRUPTING EM LIGHTS EM LIGHTS EM LIGHTS (WP) WEATHERPROOF WITH GFI - 17 18 20 DUPLEX RECEPTACLE ABOVE COUNTER. SEE MILLWORK v COMMUTATIONS OUTLET - MOUNTED 18" AFF TYPICAL RUN CONDUIT TO 20 ACCESSIBLE CEILING SPACE. PROVIDE 2 GANG BOX WITH ONE GANG RING EXHAUST SPARE SPARE (TYP) SEE MILLWORK FOR ABOVE COUNTER AS NOTED - 23 1 24 L- SOLID UNE INDICATES EQUIPMENT ON COMMON CIRCUIT AND/ OR - CONTROLLED BY COMMON SWITCH. PROVIDE NECESSARY SWITCH LEGS IN 26 CONDUIT TO ARCHIVE SWITCHING INDICATED ON PLANS. , i - DASHED LINE INDICATES EQUIPMENT ON COMMON CIRCUIT BUT NOT - 29 30 - CONTROLLED BY SAME SWITCH. ❑e- FIRE ALARM PULL STATION. MOUNTING HEIGHT PER ADA S FIRE ALARM ALARM HORN/STROBE PER ADA AND UL UL1977. 80" AFF ® FIRE ALARM ALARM STROBE ONLY PER ADA AND UL UL1977. 80" AFF _ 4 3. PROVIDE L -L, L -N, N -G PROTECTION - MODES WITH 50KA PER PHASE j `T SECTION 16500 - LIGHTING OFFiCi; __ '-- 1� w.uul,a I 1. EXIT SIGNS SHALL BE PROVIDED WITH 3 ARROWS AND FACE TO MATCH FIELD CONDITIONS AND SO AS TO BE CLEARLY 5 rCW VISIBLE FROM ANY LOCATION WITHIN THE • 38 ROOM, AS REQUIRED .BY CODE. . � -_ - - 2. LIFE SAFETY LIGHTING AND SIGNS SHALL BE �� T 19 I __GF� PROVIDED WITH UNIT BATTERY EQUIPMENT - -, GFI AND CONNECTED TO THE ROOM LIGHTING ZO CIRCUIT AHEAD OF ALL SWITCHING.. .: 5 �I orrlcr _. n y SECTION 16050 - ELECTRICAL BASIC MATERIALS - --- t 8 #� AND METHODS 1 r i .. 'GFI­--1 1. COLOR FOR PLATES AND DEVICES SHALL BE j-�I==-I� FI'3x _GFIj +3 AS DIRECTED BY THE ARCHITECT. F - L D -t3 _ i - METHODS AND MATERIALS —.+.3 ,,w I 2. ALL WIRING \ NUKSEO ALLOWED BY THE N.E.C. ARE APPROVED. Ex'U1 I 3. MINIMUM WIRE SIZE IS #12 FOR POWER ' `� RUN 10 MINIMUM HOMERUN FOR CIRCUITS. # I I ��=--j '-- �—�_� � CIRCUITS LONGER THAN FIFTY FEET AS 13 �_ _ 1 i i= �/ 38 E,. �� I MEASURED FROM THE LAST JUNCTION BOX. "-�—�" ` L- - 4. FOR DEVICES LOCATED ON OPPOSITE SIDE _ 1 _-_.__._. -.. GFI ,T 4', -MG OF A FIRE RATED WALL, SPACE DEVICES `NOT. LESS THAN 24" APART IFIrh - - = GENERAL NOTE: 15- 07 ,7{ ' u 1. FEEDERS, SERVICE CONDUCTORS SHALL BE F- cn r•,r I LLO'f `I�`0° acec:utu: SIZED FOR A MAXIMUM VOLTAGE DROP OF 2% _. GFI + MGFI AT DESIGN LOAD FBCEC i.. 2. BRANCH CIRCUITS SERVICE CONDUCTOR . I SHALL OF3% A T DIZED ESIGN OR A LOAD ASMUM PER FBCEC VOLTAGE DROP 405.7.3.2 3. ELECTRICAL BOXES INSTALLED IN 1HR RATED F, WALLS HAVE THE SIZE AND SPACING AND BE IN COMPLIANCE WITH THE REQUIREMENTS OF FBC -- =- SECT 714 LIGHTING FIXTURE KEY ELECTRICAL POWER PLAN 2 EXISTING FIXTURE TO BE SALVAGED E101SCALE: 1/8"1 '-0' AND RELOCATED PER PLAN W/ = EX PARABOLIC 2X4 FIXTURE LAYIN (TYP) , PROVIDE NEW PARABOLIC - - - 4- — - 2X4 FIXTURE LAYIN (TYP) Frod A— os N I: PROVIDE EXIT/ EMERCENCEY LIGHT 4 os ! os EM PROVIDE EMERCENCEY LIGHT II L � EXISTING EXIT SIGN 0 EX ELECTRICAL POWER PROVIDE EXIT SIGN LOAD CALCULATIONS , 1 ELO1 HA CIRCUIT CB CIL CRCB . LIGHTING LOAD: CIRCUIT LABEL TRIP N0. N0. TRIP LABEL . SIGN RECEPT RECEPT. 20 1 2 20 LIGHTS LIGHTS LIGHTS 20 3 4 20 20 5 6 : 20 RECEPT RECEPT WH 20 7 8 20 LIGHTS LIGHTS SPARE 20 9 10 20 20 11 12 - EXHAUST RECEPT RECEPT 20 13 14 20 EM LIGHTS EM LIGHTS EM LIGHTS 15 16 20 - 17 18 20 RECEPT SPARE SPARE - 19 20 20 EXHAUST SPARE SPARE - 21 22 - - 23 1 24 L- SPARE SPARE SPARE - 25 26 - SPARE SPARE SPARE - 27 28 - - 29 30 - AHU EXISTING AHU ' SPARE 60 31 32 - . SPARE SPARE , SPARE - 33 34 - 20 35 36 - AHU EXISTING AHU- SPARE 60 37 38 - SPARE SPARE SPARE 39 40 - 41 42 - , 1 ELO1 HA 1 W - _s . LIGHTING LOAD: r 11v1 00 3 0 �8 JU 29 2X4 FLUORESCENT 0160 W EA - 4 EXIT 0100 W EA - 4,640 W 400 W: a Ny�.. ar11cE o - t- 4 WALL Mf EMERGENCY 036 W EA = 144 W CC Lief- r — Omm��'N fn Lu 't RECESSED CAN oc 5,184 W r (y) (0 00 Lu D0 Vr m U vJ - �ooY a LL NEC MIN OF 3.5 WATTS PER SQ FT: .2,504 SQ FTX 3.5W = 8,764 W uKi;E POWER LOAD:: Il - - - I._I I f— __ Ek I- NOTES: 39 . DUPLEX RECEPTACLES 0180 W EA - 7,020 w IIA as �� C r=T:11 1. FIXTURES ARE CONSIDERED GENERIC. 1 EWC 02400 W EA = : 2,400 W Al 'dam /f I- 1 INSTA 02400 W EA _, 2.400 W -- rrrr- / - � w 11,820 W��1 l NOTE: 1,� ' NEW OUTLETS AND LIGHTS SHALL BE FEED A/C LOAD: r \\ -- `-" os�\ (I os a FROM EXISTING BRANCH CIRCUITS OF 2 5 TON UNITS. 040000 W EA = 40,000 W _ - - os _ IAyI 8 i ' m EXISTING PANEL TOTAL WATTS: LIGHTING LOAD. 8,764 W POWER LOAD 11,820 W I T A/C LOAD 40,000 W- 39,037.5 W + TOTAL AMPS: LIGHTING 8,764 0 125X 10,955 W A/C LOAD 40,000 0 100% 40,000 W POWER 8,580 0 125% 11,820 W TOTAL WATTS 62,775 W 62,775 WATTS'/ 360 VOLTS = 174.36 AMPS PANEL SIZE 200 AMPS ELECTRICAL LIGHTING PLAN SCALE: 1/8"=1'_O" \ f •, _.^""SIN t 7 ,�iS, NO 1162A� U� °jmgnm ••Anhom"�o�� . Q Q U_ Q > LLl O 0 LL pwQ OU> O .z. L W 0 O� Ict --I cr- Q O �LL N W �- O U EL DRAWN JDW CHECKED CHP DATE 10/25/2018 SCALE AS SHOWN JOB NO. N/A. SHEET E '01 ,, O O 0. W 00 JU N(�� u- O W J - t- -I ZNWW6� IN — Omm��'N fn Lu 't 00 JUQ�N(f) Z_ r (y) (0 00 Lu D0 Vr m U vJ - �ooY a LL � 0 a h i x as 'dam g a bpm � � w a a w ' m \ f •, _.^""SIN t 7 ,�iS, NO 1162A� U� °jmgnm ••Anhom"�o�� . Q Q U_ Q > LLl O 0 LL pwQ OU> O .z. L W 0 O� Ict --I cr- Q O �LL N W �- O U EL DRAWN JDW CHECKED CHP DATE 10/25/2018 SCALE AS SHOWN JOB NO. N/A. SHEET E '01 ,, v TABLE 403.1-MINNUMBER OF REQUIRED PLUMBING FIXTURE PIPE SADDLE HAS PLUMBING NOTES WC HANDICAPPED WATER CLOSET TO "AMERICAN STANDARD" FLARED EDGES 2998.012 FLOOR MOUNTED VITREOUS CHINA 1.6 GAL. LOW - NOTCHED TO FIT PROVIDE T do P RELIEF FOR WATER HEATER FULL SIZE INTO SERVICE " " BUSINESS—B PROFESSIONAL SERVICES CONSUMPTION TOILET WITH BENIS NO. 1955—SS/ 'C OPEN PIPE HANGER •'C" CLAMP USE FOR C—BEAM SINK FRONT SEAT LESS COVER MOUNT AT A.D.A. APPROVED HEIGHT WATER CLOSETS , p 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 WATER .SHALL BE SET IN A ,2 DEEP (MIN.) DRAIN PAN W/ A 11"0 CPVC " LAVATORIES CORNERS ARE FLARED EDGES DRAIN TO OUTSIDE DRYWELL. LAV HANDICAPPED_ LAVATORY EQUAL TO AMERICAN STANDARDCLIPPED SCREENED 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER EXCEEDING 80 ' VITREOUS CHINA LAVATORY MODEL LUCERNE WALL HUNG VffRE PROVIDE A MAIN SHUT OFF VALVE FOR HOT & COLD SUPPLY LINES. 0321.075 PROVIDE COMPLETE WITH "AMERICAN STANDERS" OSS — 26 PEOPLE — ` `- 21752.200 SINGLE CONTROL FAUCET 'GRID STRAINER, CHROME OFFICE 2,505 SQ FT/ 100 GR — PROVIDE SHUT OFF VALVES TO EACH FIXTURE. PLATED CAST BRASS "P" TRAP WITH CLEANOUT PLUG, SUPPLIES TOTAL 26 PEOPLE/2 — 13 PEOPLE MALE/ FEMALE — LOOSE KEY KEY STOPS. INSULATED ALL EXPOSED PIPING PER ' WOMENS WC (1) PROVIDE — — dc L LAV 1 PROVIDED INSULATE ALL HOT WATER LINES. ADA MOUNT AT A.D.A. APPROVED HEIGHT O FLARED EDGES THREADED ROD MALE WC (1 PROVIDED FLOOR DRAINS SHALL BE SELF PRIMING. ALL TRAPS, IN FL SINK SINGLE BOWL SELF RIMMING STAINLESS STEEL HAND SINK, LAV (1; PROVIDED EQUAL TO El_KAY MODEL "D11719" WITH ELKAY FAUCET MODEL CLEVIS HANGER -SIZE FOR I ALL POTABLE WATER WILL BE CPVP PIPE & FITTINGS. QWITH EQ A2447" ADA APPROVED 117 DRAIN, PETRAP,' TUBULAR DRINKING FOUNTAIN LENGTH TWICE INSULATION INSULATION ON. PIPE PER PROJECT . SWING SPOUT AERATOR AND DRAIN GRID. 1 PER 100 OUTSIDE DIAMETER SPECIFICATION. REQUIRED DRAINAGE SLOPE: ELEC WATER CLOSET (1) PROVIDED 1/8" PER 1' FOR 3" OR LARGER — 1/4" PER 1' FOR 2" OR SMALLER INSTA ELECTRIC TANKLESS WATER HEATERS EEMAX SERVICE SINK NOTES 1) WHEN SPECIFIED FILLER IS NOT OF SERVICE SINK (1,) PROVIDED PROPER THICKNESS SUBSTITUTE ALL INSULATION PASSES THRU FULL LENGTH TURNED WOOD HANGER UNBROKEN BLOCK FOR CALCIUM SILICATE 2) FOR FIBERGLAS USE FOAMGLAS OR .` CALCIUM SILICATE THROUGH \ HANGER VAPOR SEAL EDGES TO PIPE INSULATION. 3 UNINSULATED LINES DO NOT NOTE: PROVIDE PIPE SADDLE MINIMUM TWO TIMES INSULATION .REQUIRE. SADDLE.. DIAMETER FOR INSULATION LINES - TYPICAL L HANGER DETAIL TIE TO EXISTING 3 .: AAVP Y 1 SCALE: I NONE NBLES ", 1. �}-_:J.•' \ , All, MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET NOM. SIZE THRU 3/4 1 1 1 1/41 1 1/2 2 2 1/2 3 4 5 6 8 10 12 14 16 18 20 24 PIPE 7 FT. 7 7 9 10 11 12 14 16 17 19 22 23 25 27 28 30 32 TUBING 5 FT, 6 7 8 8 9 10 12 13 Ll4 16 -- -- -- -- -- -- -- PLASTIC ALL 4 FEET ON CENTER NOTE: FOR TRAPEZE HANGER, USE SPACING OF SMALLEST SIZE ON TRAPEZE. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. ALL OTHER PIPING TO BE SUPPORTED/SUSPENDED/HUNG IN ACCORDANCE WITH CODE REQUIREMENTS FOR MATERIAL BEING SUPPORTED. NBLES ", 1. �}-_:J.•' \ , All, i Q U Q.-. LL oo> 01 o 0 • LL,• ' Z. LL .. LL .w Q J o.. w.. LL . Z lcl� Q W W Q' 0 CVLLUUZ U d DRAWN JDW 'CHECKED CHP -DATE ..10/25/2018 JOB•NO. N/A .: • SHEET' .. :P•101•� • g• 180 Cs f��t OFFICE HVAC UNITS & DUCT WORK' \ ( HVAC UNITS ARE EXISTING AND TO 60CFM 1 REMAIN. DUCT WORK IS TO BE REUSED / \ AS NEEDED. IF NEW DUCT WORK IS TO + INSTALLED REFER TO DETAIL ON THIS — — 180 80 �--=�1 0 COMPLIANCE. SHEET F R M MAX. HALF OF DUCT PERIMETER 10'-0" SPACING STRAP MATERIAL 81-0" SPACING 5'-0" SPACING 4'-0" SPACING P/2 = 30" 1.5" X 22 GA 1.5" X 22 GA 1.5' X 22 GA 1.51 X 22 GA P/2 = 72" 1.5" X 18 GA 1.5" X 20 GA 1.5' X '22 GA 1.511 X 22 GA P/2 = 96" 1.5" X 16 GA 1:5' X 18 GA 1.5' X 20 GA 1.5 "X 22 GA P/2 = 120" 1.5" X 16 GA 1.5" X 16 GA1.511 X 18 GA - 1.5", X 20 GA P/2 168" 1.5" X 16 GA 1.5" X 16 GA 1.5" X 16 GA 1.5" X 18 GA -00 00 0, N�, 0W LL � J� ZLo bmw l 00 �J Ua.(e) co W � 0.10 0 0m-co`1aLL m :a 0 a� • V7 ' � W `o w. : Y,U\V�� 1111 I � YG G.. •� •.,�N ^--- - sip iQ _ J i * > k �I. J • uj Lu Z 0` f-.. LL 0 LLI Q OUB ZL.LZZ W -0 I.z g 0 LL U)o �- °- CF) (D N Z � V