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7.3-155 Record Drawing
UJ O :2 0 0 N LIST OF ABBREVIATIONS A.F.F. ABOVE FINISH FLOOR - B.S. BOTH SIDE B.W. BOTH WAYS E. N. EDGE NAIL E.O.S. EDGE OF SLAB F.O.F. FACE OF FINISH F.O.S. FACE OF STUD F.R.C. FIBER REINFORCED CONCRETE F.R.P. FIBER REINFORCED PLASTIC H.B. HOSE BIB I. D. INSIDE DIAMETER K. D. KILN DRIED LAV. LAVATORY MAX. MAXIMUM MIN. MINIMUM N.E.C. NATIONAL ELECTRICAL CODE NOM. NOMINAL O.C. ON CENTER O.D. OUTSIDE DIAMETER O.S.B. ORIENTED STRANDED BOARD P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH R.S. ROUGH SAWN S.S. STAINLESS STEEL U.B.C. UNIFORM BUILDING CODE U.M.C. UNIFORM MECHANICAL CODE U.N.O. UNLESS NOTED OTHERWISE U.P.C. UNIFORM PLUMBING CODE URN. URINAL W.C. WATER CLOSET W.W.F. WELDED WIRE FABRIC I DISCLOSURE I This material is the exclusive property of RESTROOM FACILITIES (the company) and shall not be reproduced or disclosed to others without the written consent of the PRESIDENT of the COMPANY or as authorized by written contract with the COMPANY. © RESTROOM FACILITIES Ltd. 2003 BUILDING AND METHOD OF CONSTRUCTION ' PATENT 4,485,608. OTHER U.S. AND FOREIGN' PATENTS PENDING RESTROOM FA CILITIES LTD.--- 400 WESTERN ROAD, RENO, NEVADA 89506 (775)327-6060 R GREYSTONE PARK BAKERSFIELD, CA B 444SUST Ey,a3s.app,5ggtasgthird [a°5:��eCB ild outy ti' NII s- - N G Tj"� J NII yeT�$a�:�'b 4``%'F.i o" s s.tr :':.,.� 1i ask: , e 4 - A'^ 'a P� n-". d'�;n i 8 ? � " f`•f, r',..`' F„"",, " � �: rm- �"° F 4 � `� cT .ra• ,..,-�x�'sy a r"� we �`��� E e �". ���>�'q� e :0LkRl .. T ` ?e ;�i'2 r cvf -w,� ... d ,.c;D`ii n- to t-te , 9j2U rc eencs found In the c�✓o'77VfG.:4 4a ?"_e:°r::` 7 CEivi-ise"iE�"+.?.` 2. i `.0 Sit' .-n-lz is sole:! :or C!i: T .-e: -,e fl ai it -� it DOOR PROFILE SEE SCHEDULE/PLAN FOR DOOR WIDTH J TYPE O METAL FRAME HOLLOW METAL DOOR D 6'-0" x 4'-0" CONCESSION WINDOW 0� ACCESSORIES SCHEDULE IINISR CHASWORAGE CONCESSION OTHER ACCESSORY NAME ACCESSORY DESCRIPTION MOUNTINGHErGHT MANUF. MODEL # NOTES 4. ADAAG PICTOGRAM INTERNATIONAL ACCESSIBILITY 60" A.F.F @ 2" 00 RESTROOM SIGNAGE SCHEDULE FROM DOORJAMB JUST BATHROOMS SE1794 UNISEX (RECESSED) 4 CAL TITLE 24 PICTOGRAM CAL TITLE 24 REQUIRED 60" A.F.F CENTERED FRAME - X< lu RESTROOM SIGNAGE ACCESS SIGN ON DOOR W 4 HANDICAP GRAB BARS 48" LONG X 1 1/2" DIAMETER 0 0 TYPE SIZE R.O, SIZE THICK. (STAINLESS STEEL) STAINLESS STEEL GRAB BARS WITH#6806X48 33" A.F.F. BOBRICK 4 1 CONCEALED FLANGES 3'-0" X 7'-0" 3'-4" x 7'-4" RFL # 80275 4 16 GA. JAMB CONTINUOUS GEAR HANDICAP GRAB BARS 36" LONG X 1 1/2" DIAMETER #6806X36 E 71-011 X 7'-0ll 7'-0" x 7'-0" (STAINLESS STEEL) STAINLESS STEEL CONCEALED FLANGES B BARS WITH 33" A.F.F. BOBRICK RFL # 80280 4 3 ROLL PAPER DISPENSER STAINLESS STEEL 3 ROLL w/ COVER 19" AFF ROYCE TP -3 RFL #80290 NOT 4 77 LEVERLOCK 626 YALE AU5422LN ROLLS 2 4 TOILET SEAT COVER STAINLESS STEEL 0 40PMAX T TIMERS & POWER SUPPLY ETC. BY OTHERS 1 DISPENSER DEADBOLT 2-3/4" BACKSET (RFL #80060) BOBRICK B-22_1(180535) Q 4 RC-SCHLAGE 34454 SOAP DISPENSER CONCEALED 40" A.F.F. BOBRICK # B-4063 (80530) 4 MANUF. MODEL # HAND DRYER CONCEALED 40" MAX A.F.F. FASTAiRE r i �' 'M0D'E1�# HD -03 (51011) NOTES ,, t- DOOR & HARD WA RF .Sr i4Fnl ii F r!,,aife!opE'`nent approved third iia. sit s�T U�� hor t cue ¢ g y yyqq pk p , q '4e ® Mir,i'".kL4-be.° k ab.F: "a.is..:' (Y>��•. _v gHO�� jS;:ejL-y `,sv`. :`ate'a� L �� '47• �-' LIi_.A `t,O8`6 Sf" E _-F.AYc... PURPOSE SE � .we reviewed r4ccordiri x the ='�ek rE qEf:l ii"^n f.*�f Es 6vi.lS'!d ?.r Chapter 1:3 Y!i :8" 2.i - - S solely re:.;'3�`.Citl lie for CCdP7�tg'RI6c".'2Ce 3:d:i"? 3 4F~�.i .. .fir S. c7. "i;.i rte,€:.:`:t:A s, €... Plar<--evie;.,s by C.U. J. Emr nesring, l :c. are 13c.i aiiaiysis of the design and are ni :, 2 ti=-'srr -A ed ),°taeranues. � o€ �ra�9 r �a€tfp any JAN 2 6 2099 -173 -155 BestrDDm Facilities � E.J1 Limited 400 WESTERN ROAD RE.NO,NRVADA 89506 - (775) 327-6060 mo mmeri[I n m[ °mumwe Pr°P°[ mof RFSIRODeM iALI°LIIIES (Ine w[r) °d non t x reP�°a�aa o. ce[Io°ea L[ ouen wiN[ul fhe wrillen permission of We PRESIDEM [f LOMPANY or [° [wwrrsea M - wine° IM COMPANY, ®RESRt FAOR"IE.S 2003 BUILDWG AND NEMOD OF OONSRi .N PATENT 4.4B5.6oB. OMER U.S. k FORDCN PATEWS PENDNG. , Of w M z z z 0 U 0 O iL a �U Lna V/ Q LLJ J Z uj O u_ Co F— U) 0 cb O O J 1 O 1 z m (. m 0 w Ld LLI = a- a o 0 ¢ 70 O H u H � o Z LL a = U U Lu W Lu a - TJ — 1 SHEEP iu 00 NW DOOR/ WINDOW SCHEDULE FRAME - X< lu r N w U W 0 0 TYPE SIZE R.O, SIZE THICK. MATERIAL MATERIAL DOOR HINGE REMARKS 4 1 B 3'-0" X 7'-0" 3'-4" x 7'-4" g „ 1/4 HOLLOW METAL 14 GA. 16 GA. JAMB CONTINUOUS GEAR HONEYCOMB CORE. 711-1 E 71-011 X 7'-0ll 7'-0" x 7'-0" METAL T-0" WIDE METAL GARAGE DOOR - 20 GA PANEL DOOR LOCKING SYSTEM FINISH MANUF. MODEL # CYLINDER KEY COD NOT 4 77 LEVERLOCK 626 YALE AU5422LN RC-SCHLAGE 34454 2 PROVIDE & INSTALL SECURITRON MAGLOCKS. TIMERS & POWER SUPPLY ETC. BY OTHERS 1 DEADBOLT 2-3/4" BACKSET (RFL #80060) 626 SCHLAGE B660P RC-SCHLAGE 34454 2 KEYITHUMB TURN (80060) DOOR ACCESSORY FINISH MANUF. MODEL # NOTES 1 THRESHOLD HAGER 412S/413S 1 DOOR SHOE1Q HAGER 777S 1 PULL HANDLE - STAINLESS STEEL S.S. GAMCO 4 DOOR CLOSER LCN .1461 1 SPRING CHAIN A WRIGHT PRODUCTS 1 CHAIN STOP & RETAINER WRIGHT PRODUCTS RFL #80075 -155 BestrDDm Facilities � E.J1 Limited 400 WESTERN ROAD RE.NO,NRVADA 89506 - (775) 327-6060 mo mmeri[I n m[ °mumwe Pr°P°[ mof RFSIRODeM iALI°LIIIES (Ine w[r) °d non t x reP�°a�aa o. ce[Io°ea L[ ouen wiN[ul fhe wrillen permission of We PRESIDEM [f LOMPANY or [° [wwrrsea M - wine° IM COMPANY, ®RESRt FAOR"IE.S 2003 BUILDWG AND NEMOD OF OONSRi .N PATENT 4.4B5.6oB. OMER U.S. k FORDCN PATEWS PENDNG. , Of w M z z z 0 U 0 O iL a �U Lna V/ Q LLJ J Z uj O u_ Co F— U) 0 cb O O J 1 O 1 z m (. m 0 w Ld LLI = a- a o 0 ¢ 70 O H u H � o Z LL a = U U Lu W Lu a - TJ — 1 SHEEP EXTER TC)R FTIV T4'H SrHFnl I/ F DESCRIPTION MATERIAL Al FINISH COLOR BRAND REMARKS EXTERIOR WALLS 4x8xl6 CMU BLOCK "PRECISION" NATURAL GREY BASALITE W EXTERIOR SOFFITS 20 GA. METAL DECK PAN PAINTED C1 ICI F02 FASCIA 2" X 8" X 3/16" T.S. PAINTED C4 ICI F02 RAKES 2" X 6" X 3/6" T.S. PAINTED C4 ICI F02 ROOFING STANDING SEAM METAL - 26 GAUGE F INISSITY C3 METAL SALES METAL ROOFING OVER #30 FELT PAPER (1 LAYER) GABLE VENTS #9/11" EXPANDED WIRE MESH 1 1/4" x 3/4" STAINLESS NATURAL N/A 9 GAUGE FLATTENED AND DEBURRED WELDED TO ANGLE DOOR FRAME HOLLOW METAL PAINTED C2 ICI F05 DOOR LEAF HOLLOW METAL PAINTED C2 ICI F05 WALL CAP 4 X 6 X 3/6" TUBE STEEL PAINTED C2 A ICI F05 EXTERIOR FINISH PAREX ACRYLIC STUCCO ABOVE 32" A.F.F. 01 PAINTED C1 ICI D2 &FO STONE VENEER CULTURED STONE VENEER TO 32" A.F.F. SEALED CHARDONNAY PRO -FIT ALPINE LEDGESTONE S -420113 CULTURED STONE F06 CONCRETE SILL CAP ABOVE CULTURED STONE TO MATCH FIRE STATION #14 0 (1) PRIMER COAT - DURUS EXT. ACRYLIC #2010-1200 (1) PRIMER COAT - DURUS EXT. ACRYLIC #2010=1200 C - NG FO1 (2) COLOR COAT - EXT. LATEX - SEMI GLOSS - #2460100 FO2 (2) COLOR/FINISH COAT -EXT. LATEX -DULUX ULTRA FO NGUARD VANDLGUARD (3) FINISH COAT -CLEAR GLOSS NON -SACRIFICIAL ANTI GRAFFITI HIDE DURUS EXT. ACRYLIC'SEMI GLOSS (1) BLOCK FILLER - DEVOE BLOXFILL 4000 (1) PRIMER COAT - DURUS EXT. ACRYLIC #2010-1200 F04 (2) BOND PREP. - DULUX BOND PREP. (20% MIXTURE w/ BLOXFILL) F05 (2) DEVPLEX 446 HP ACRYLIC SEMI GLOSS ENAMEL F06 CLEAR SEALER - PRO SO CO SILOXANE (3) DULUX ULTRA HIDE EXT. ACRYLIC SEMI GLOSS O C1- MATCH - SW #2589 C2 - MATCH - SW #2827 C3 - RED C4 - ICI STOCKRIDGE BROWN A TAI-rl=12 TnJ2 FTA/TcZ" 4ZrI-/9:nl 11 1= 7 ft • Ea RtrFaciliooies Limited (775) 327-6060 Thu _o dd u [he -.i_ ,rty of RESRiDOM FAOII.I (Ne compa:ry) and chell Rul o e rroreduua or ce�io.,ed m mm f - PRES wiPRo I DEM of fhe ffi partnlvivn of thv Ne COMPANY or nv euOnnud M written controel with tl" COMPANY. ©RESTROOM FAOMf 2 3 RURD"C ANO METHOD of ER US.. PATENT 4,PVEN 8. OTHER US. h FOREIGN PATENTS PENDING. rV W M z z z 0 U 0 0 ix(L U v~i a- C) W J NZ Lu O LL D W Y z U V m z w x (L 0 x W N O H Q ry L: til Lhl D U ,= = DESCRIPTION MATERIAL FINISH COLOR MFG. REMARKS O m J J • • CONCRETE 5,000 PSI/STEEL REINFORCED CONCRETE SLAB LIGHT BROOM NATURAL R.F.L. INTEGRAL WATER PROOF / URINE RESISTANT z Q FLOOR SLAB WATER RESISTANT, URINE RESISTANT W s r ."a,...c., x_.._ ,. si' 1.:„;,,., .>�T rp,; BAS” '».,,.r x, €. i. „.. ra; ... ,... ._,.-..._.. .i£...J 4 r� a ruzs..pa<".iµ,"',_';3:.,-w.a,.=•Si :;` .,_A.e ,i ... .„. i "s_>.,r-,�--«,".'r�".�: a c o a sc�..ri. 33 ..V ev p • O WALLS CMU 4x8xl6 CMU BLOCK "PRECISION” PAINTED SEE REMARKS ICI - Wt1+LTE, 1RE-SI�A00MBY86 k p' 1`04 F men$ IpprOvc-d „h''ir pad , G�E.._'Cti.,,H.A1S,1,&,,, S ' iG • WALLS FRAMED ABOVE 7'4" AFF JAMES HARDI PANEL FIBER REINFORCED CONCRETE (5/16") PAINTED WHITE ICI design appi vw "a7 �.se F02 a NIA UFACTURE G, ,jj>ILTWNI _140E°�S'� �6S may, �y e p, .p g� Y�rgp ��aqy }yry, y � (�F �, a ap•`3'�i®t �L pt lP p' ¢p FF G Rk F"' D.R. S "L.. �3 �.a LA L'�: i� ' 1..a • GABLE ENDS ABV 7' AFF JAMES HARDI PANEL FIBER REINFORCED CONCRETEPAINTED (5/16") WHITE ICI c(5—N smE s.".� - �F t F02 CCI, SER -VA z�0=,0L;rt ", "" �` in _ JJ=11 y K°Y±4cf`'�Y found E:S%i'GLa • CHASE WALLS 5/8" O.S.B. SE FROM 48" A.F.F. TO TOP OF WALL PAINTED LIGHT GREY FT'6�ACR1 iG#�016 sfQQ''� ` Mi 1. 1-{ -r3i>t.Fr t. L s t > i .:,�i �.3 k£'yo xi ` vH �k% _d. \.T '< +.., s1.� _..'� >.... ,,. ,.>£ i �, xv x � ... -,, r. �'•� py 2-N� StY•L� _ .... .. .v - • • CEILING 20 GA—METAL CORRUGATED DECK PAN 1 PAINTED WHITE ICI F02p.p-- _ pK 9 �- QE • • WALL CAP 4 X 6 X 3/16" TUBE STEEL PAINTED Q WHITE ICI F02 7 ft • Ea RtrFaciliooies Limited (775) 327-6060 Thu _o dd u [he -.i_ ,rty of RESRiDOM FAOII.I (Ne compa:ry) and chell Rul o e rroreduua or ce�io.,ed m mm f - PRES wiPRo I DEM of fhe ffi partnlvivn of thv Ne COMPANY or nv euOnnud M written controel with tl" COMPANY. ©RESTROOM FAOMf 2 3 RURD"C ANO METHOD of ER US.. PATENT 4,PVEN 8. OTHER US. h FOREIGN PATENTS PENDING. rV W M z z z 0 U 0 0 ix(L U v~i a- C) W J NZ Lu O LL D W Y z U V m z w x (L Z -Ta O h6 Q Q sa 0y .. H F-1 0 Z LL F -I =U U w W w a- 0 F- (n TS -2 SHEET 0 N O ry T I til Lhl D O O m J J 0 m m z Q ~ W 3 w 00 a a c o a Z -Ta O h6 Q Q sa 0y .. H F-1 0 Z LL F -I =U U w W w a- 0 F- (n TS -2 SHEET 'OF Stain.less Steel PLUMBING FIXTURE &ACCESSORY HEIGHT'S PLAN ® URINAL 12" CLEAR Pressure to ELEVATION 17" MIN. 19" MAX 36" Min. 6. NOTE: r- Max. TOILET FLUSH CONTROLS v SHALL BE TO THE WIDE U) SIDE OF THE STALL m j12" 18" FLUSH VALVE 0 GRAB BAR FFS U d N F FLUSH VALV �— H T L O J 0 i N m 0 Q - M r M —12* _ 47" MTN _ dR• unv SCHEDULE ri ri ELEVATION �Fz- 'rte ' APPROACH/ • • •FLMRE• i 1 73•/55 I LS PLAN CODE SUMMARY HEIGHT A.F.F. LOCATION CODE SUMMARY HEIGHT A.F.F. URINAL RIM 17" MAX / 14' MIN 15" ' TO WALL CONTROLS 44" MAX LOC. GRAB BARS RFL LOCATION 33' X 1-1/4'- 1-1/2" DIA. N/S URINAL SCREENS 12"-14' (1-1/2' DIST. FROM BAR SAME AS CODE SCREENS EXTENDING BEYOND �� R. ' '" t- .F' ; s TOILET/ SEAT TO WALL) 19" MAX / 17" MIN n` URINAL RIM MUST BE AT LEAST F „ �= E " T'° ztl 30 APART TOILET FLUSH VALVE 18" ' FROM ADJACENT SIDE WALL, 60" 44" MAX., 12" TO WIDE SIDE 3? a m �'•xpa1•�`-ti0':iz O$� �'°""��-,� SCREENS' NOT EXTENDING BEYOND akF; a ,E�, y u•SM(-s�'IP T.P. DISPENSER FRONT TO OPPOSITE WALL SAME AS CODE 19"MIN./40' MAX. 12" IN FRONT OF TOILET, tOe1"=n 5�;kz. w - �URTNAL RIM MAY BE NO LESS 19'A.F.F. NOTES: 1. ALL DIMENSIONS SHOWN ON PLAN OR ELEVATION ARE OUR STANDARDS " THAN 29" APART y zr s• t t. E« �.1 , fQesl AND WITHIN CODE. 2. FLUSH VALVE IN HANDICAP STALL OFFSET To WIDE ,,g 6 . d C- E L ., �L`-���'24:� SIDE. _j ha �a 11.RI=NAL D:EhG.N CRITERIA r��`:a ADAAG & CA. TITLE 24 ;d__ o� wW_ ..., a .Y =cM..s., �i;;� Tf3fdn mac±±�i�;tseArF: �vgs,n to fhe t €S sole. 2a, ChWer 3, sLibchaPt WATER CLOSET DESIGN CRITERIA er 2.s...e rrSlw'�k� fOr C's, 17npiiance % itif all applicable k U a >i?S. Plan °: i . r� € %.6 �.,k. SCALE: NTS %e analysiLL .O de .• Engin2-rin� inr are not a imPkied Marx ;, s �� sg�7 <nd are nc'1 P'ixsidej }nfith af, lTY� ��2�I�E �ll�HOLE, SEE SHEET TS -1 FOR ACCESSORY SCHEDULE AND QUANTITIES. SPR 30 -820 73•/55 I LS DISP. LAV �t C:) in N a, 2" CLE L AR FINISHED FLOOR 18" ELEVATION _ L.TIT.2 NOTE: g IF HOT WATER CODE SUMMARY HEIGHT A.F.F./ LOC IS SUPPLIED.00 o 00 HOT WATER 19" Max. i t LINE & WASTE z MUST BE FOAM Z _ WRAPPED 00 IF PIPES ARE FRONT LAV. TO TRAP 8" MIN TOE SPACE UNDER TRAP 9" MIN EXPOSED. c (MIN.) 0 0 TOP OF TOE z co I — M Z 00 PLAN Mini 17" MIN, 18" Min. PLAN 19" MAX 19" Max. Stainless Steel PLUMBING FIXTURE & ACCESSORY HEIGHT'S SCHEDULE aDURINAL SCREE LOCATION CODE SUMMARY HEIGHT A.F.F. LOCATION CODE SUMMARY HEIGHT A.F.F./ LOC 14" Min, N 17" MIN. TO WALL 19" Max. [n 12" HEIGHT OF KNEE SPACE 29" MIN 17" MIN. TO WALL CLEAR (1-1/2" DIST. FROM BAR m FRONT LAV. TO TRAP 8" MIN TOE SPACE UNDER TRAP 9" MIN N/SURINAL N/S c TOILET/ SEAT 19TO WALL) " " MAX / 17MIN 18" ' FROM ADJACENT SIDE WALL, 60" CONTROLS DECK MT. FL SH VALVE AP-�f F t= 4 URINAL RIM MUST BE AT LEAST o FRONT TO OPPOSITE WALL SAME AS CODE ( Sib's Maximum 30" pressure to operat) oa v F— v E m NOTES: 1. ALL DIMENSIONS SHOWN ON PLAN OR ELEVATION ARE OUR STANDARDS AND WITHIN CODE. F 0 design aPPrO' ""! p •�=ancy 'for � �' V ` � � � ` ° � � THAN 29" APA RT O �,t %D �E ADAAG & CA. TITLE 24 M 11 inF,co 7;�. E LEVATIO N 36” Min. 6- NOTE: TOILET FLUSH CONTROLS 42^Min. Max.'- 48^Max. Max. Ma SHALL BE TO THE WIDE 24" Min. SIDE OF THE STALL 124^ v X. E 12" t181H VALVE w , v - GRAB BAR FFS N G B FLUSH VALVE W) Turvr to ry m SEAT Q rn *-T ELEVATION MW CODE SUMMARY HEIGHT A.F.F. LOCATION CODE SUMMARY HEIGHT A.F.F. LOCATION CODE SUMMARY HEIGHT A.F.F./ LOC RFL LOCATION RIM HEIGHT 34" MAX 17" MIN. TO WALL URINAL RIM 17" MAX / 14" MIN 15" ' TO WALL GRAB BARS 33" X 1-1/4" - 1-1/2" DIA. HEIGHT OF KNEE SPACE 29" MIN 17" MIN. TO WALL CONTROLS 44" MAX N/S (1-1/2" DIST. FROM BAR SAME AS CODE FRONT LAV. TO TRAP 8" MIN TOE SPACE UNDER TRAP 9" MIN N/SURINAL N/S SCREENS 12"-14" SCREENS EXTENDING BEYOND ,,^ TOILET/ SEAT 19TO WALL) " " MAX / 17MIN 18" ' FROM ADJACENT SIDE WALL, 60" CONTROLS DECK MT. NIS AP-�f F t= 4 URINAL RIM MUST BE AT LEAST TOILET FLUSH VALVE 44" MAX., 12" TO WIDE SIDE FRONT TO OPPOSITE WALL SAME AS CODE AT 34". MAX ACCESS N/A 30" Y E g g g 30" APART 3a.�'@v4$a ki�<,''��%/€L`'$�:37 �1 d�4n. S� �. � �`'..6�€ic°�€4�; 6s`�k �P T.P. DISPENSER 19" MIN. 40" MAX. / 12" IN FRONT OF TOILET, 19" A.F.F. x 48"s�O"II sI sR _+rC�� I� `�a`" SCREE(�S'iVQT EXTENDING BEYOND C ~`¢ roved hir�R�J AL -AIM MAY BE NO LESS NOTES: 1. ALL DIMENSIONS SHOWN ON PLAN OR ELEVATION ARE OUR STANDARDS AND WITHIN CODE. design aPPrO' ""! p •�=ancy 'for � �' V ` � � � ` ° � � THAN 29" APA RT 2. FLUSH VALVE IN HANDICAP STALL OFFSET TO WIDE SIDE. I � R Q, MQ �; CIIAL ADAAG & CA. TITLE 24 ����� ��FE; gAL IF�TA�DAAG�..te&��.s���I��L�24�. q DAAG & CA. TITLE 24 LAVATORY DESIGN CRITERIA�4 -- �.._ Ti—T�n �� U-RfNALAbD=:ESI'G.N CRITERIA WATER CLOSET DESIGN CRI SCALE: NTS THIS PAGE IS FOR ADA etiF_ Pans have re�rrej,�c . - TE RIA Cali �,•-. �< c:..n ,1`v ac;11 i'eEfte.il:S Toon in the twd:ti'CPri3iG� i. E3€�e mit' ?;;�f?at6c tCAIE:VTS?�.i'3a .ter ugt n" SCALE: NTS ;4r -r I Subchapter 2. The rr, -4 TEC Tat iS SC'ii uy rtc 0rSt ie ror comni3iiance with all appHca�hie laws ar U "B Ui?tlrJis FT.a i i' i a I V O,a„r. Br g!ne2r?' i €C, are not Gt'7t;? ; Ei3G'iZ9!'w V- an--aiVs 5 0 the de' `Slgn and af'e -riot Pr io lded With any ia;npre-lsed or ACCESSIBILJITY N QN2THE WHOLE. SEE SHEET TS -1 FOR ACCESSORY SCHEDULE AND QUANTITIES. Man Arproval -o. SEs -_ �L __� ✓ -S _47Exi-ll-3 t7..1 APR 3 0 20V Restroom =5= Facilities Limited 909 WESTPRN ROAD RENO,NEVADA 89506 (775) 327-6W0 Thty m"len°I is pmPeCIrEve "y aT RESTROOM" FACILITIES (the OmP�ror°c °ice le eo m°r" with�tdthe wrlNen PRESIpENI °t the A -r' tehe --d by written —:— entrvct with tha COMPANY, ®RESTROOM EPLRRIES DF SNLDINO MP METHOD 5. LONSIRUCROI PATENT aPAM08. NTS OTHER U.S. k EO- PATENTS PENpING. , M LJ m z Z z O U 0 O M U � a0 D Uj J Z H m F— Cn d .W ce LU Y z w 0 m U W U Er w L LJ o W LL 0 00 N O N , 1 lil LiI 41 D O � O O 0", T—"I z m m z r m 0 w Ld 00 3 w (L 0 U Q DA -0j —jV) m� z UW E Z EL UQ irU U to 0 Q '^ V / DA -0j FLUSH MOUNT WASTE RECEPTACLE 2 ROLL TOILET HAND DRYER TISSUE DISPENSER 48" Maximum FASTAIRE SANITARY BABY CHANGING CONCEALED NAPKIN STATION HAND DRYER RECEPTACLE e n QI tZ..i ri WALL ACCESSORY HEIGHT SCHEDULE NOTE: MAXIMUM 40" TO CONTROLS, UNLESS OTHERWISE NOTED. TOWEL DISPENSER VERTICAL PAPER WASTE TOWEL FACIAL LIQUID REGRAB AR DISPENSER MIRROR SOAP DISPENSER ABOVE m LAVATORY TOWEL SHELF BAR `i' w TOILET PAPER (m O BMW 0 0011 FINISHED FLOOR ELEVATION M r.. E by CAPAW. '.Sn _� GG•: C.,^e di5 4.i'1.r 23,F, 6I J:''6. of aeldi v.' +.i?It.,.. `v Ui...,,'.'`J" +e o1I-enC RppncroF ¢ a _ p Cor:2+Y ;gin .3ri a�gr,ssy g�M..:R _aR rrze . � ;: � , t �.,+'- i`t'. v..-,'� �. (P- R f'- .m Z` ia� [ '� p 4t v -Z, .esu epi^r:s I -,ave re'.:.+r 4G ti r a , rar the of F? ? _,:i:xi:... s s i : - .2 5, Fff— O 't¢ i:. bU>::i :VC C3t i ,� ::._EST€�' `:9 g:ii.wir4 �.tt,?:J7l_ I -J ra-.;yz:.s of the design and are. riot 3r it'd ;ieci i0 (J`OVi t: *� with any An 'P'0V D .,_______ J -AN 2 6 2011 APR 3 0 20.12 -- O tt 11 PLAN VIEW 0 Q. 2 Q 0 = 00 o d -\a o �\a 030X 48 Q 0 ��x\CL X\Q CLAR APPROACH x Q A4 0 U U J U r.. E by CAPAW. '.Sn _� GG•: C.,^e di5 4.i'1.r 23,F, 6I J:''6. of aeldi v.' +.i?It.,.. `v Ui...,,'.'`J" +e o1I-enC RppncroF ¢ a _ p Cor:2+Y ;gin .3ri a�gr,ssy g�M..:R _aR rrze . � ;: � , t �.,+'- i`t'. v..-,'� �. (P- R f'- .m Z` ia� [ '� p 4t v -Z, .esu epi^r:s I -,ave re'.:.+r 4G ti r a , rar the of F? ? _,:i:xi:... s s i : - .2 5, Fff— O 't¢ i:. bU>::i :VC C3t i ,� ::._EST€�' `:9 g:ii.wir4 �.tt,?:J7l_ I -J ra-.;yz:.s of the design and are. riot 3r it'd ;ieci i0 (J`OVi t: *� with any An 'P'0V D .,_______ J -AN 2 6 2011 APR 3 0 20.12 -- O tt 11 PLAN VIEW 0 0 MECH. CHA E U DERSINK UNDERSINK HOSE BIB HOSE BIB HOSE BIB RECESSED SURFACE MT. THIS PAGE IS FOR ADA ACCESSORY HEIGHTS ONLY, SEE SHEET TS -1 FOR ACCESSORY SCHEDULE AND (QUANTITIES. Restroom Facilities Limited 408 WESTERN ROAD RENO,NEVADA. 89506 (775) 327.6D68 — material o Ne —WaWe Pm4, of RESTROOM FA lRT (Na emporry) antl atoll rpt be w,eD- or dacloeatl to of (erw ithou.t, xZZPe,miaaion o 6c PRESIDED NT of -c or o amroraea M w4"e� catlmet with the roMPANv. ®RESTROOM FAMMO 2 BUIWING METHOD Or CONSTR—RUORON ANPATEN! 4.185.600. DINER 0.5. k FORflGN PATENT$ PENDING. I W M z Z z 0 0 D 0 0 a Y Q � Q U Ln LLJ W z It m O -U) UJUj m Y z W C7 m W U w (a_0 w W W a 0 IV oe t O O � e i p m m Z F mW 0 a3 La d 0 0 Q, J (f) �o m� �Q z cn o pLu a U CU Q L, o Q ADA -02 SHEET FLUSH MOUNT WASTE RECEPTACLE 2 ROLL TOILET HAND DRYER TISSUE DISPENSER 48" Maximum FASTAIRE SANITARY BABY CHANGING CONCEALED NAPKIN STATION HAND DRYER RECEPTACLE o 0)In cyl N WALL ACCESSORY HEIGHT SCHEDULE NOTE: MAXIMUM 40" TO CONTROLS, UNLESS OTHERWISE NOTED. TOWEL DISPENSER VERTICAL PAPER TOWEL FACIAL LIQUID RECEPTACLE GRABWASTE AR DISPENSER MIRROR SOAP DISPENSER ABOVE m LAVATORY TOWEL `�f*J SHELF BAR V- w TOILET PAPER t,�j O FINISHED FLOOR ELEVATION a., QA-'� ' ' �' CA -6-) (A-5-) A �N"l.k ..>s 66-°c-. G, 31'i:�zti�s'EE se fir:: b'P a ^aca4 &.;'p; r.ff`- ^`- °g:r .. �,':.! i¢��_ yr '2€ F—T i ,-J : A ~ F�iu�i�i �� r' a«. r+ i +,.y, C0 _:rZ e"^s m 01 1 J te,e E. T11 -testi Pio^rzS hava ''evk,,'M+ d_c; ); ffie . .5 tvfoundi� of .. r l _`` -.t: `:J iii i u` , .:irv'£r;:,�c d in lilt •, r i5 soiei i^:'�.�::•a::alaz E'"-,",fo cor!? `s?+vitce L and .`�,'�: "•�4':J�a S. F� •' ,i� pis `,b :'iEl �:(i Crsmp. - slBt"`a5L-u'o �. 3r t 'Rv..3"4s '.'fir !t'' are nCr' u ralys,:s o. the design area are not provided with any ,-`,p "e.:Fsed or irnp,'ieC: warrg¢;;i?�. ' AP •_"OVE AN 2 6 Z011 APR 3 0 202 0 O It PLAN VIEW ! MECH. CHA E U DERSINK UNDERSINK HOSE BIB HOSE BIB HOSE BIB RECESSED SURFACE MT. THIS PAGE IS FOR ADA ACCESSORY HEIGHTS ONLY, SEE SHEET TS -1 FOR ACCESSORY SCHEDULE AND (QUANTITIES. J � 0 Lo Q ZLn 0 pWz I.- U �U H U < Vl ,, ^^ D kDA-02 SHEET Q Q P // 2 U Q ... .... ......... , ....::.:...::.:.., "tea ��� /36 X 48 x�Q \\X x�Q CLEAR APPROACH Lo UU A �N"l.k ..>s 66-°c-. G, 31'i:�zti�s'EE se fir:: b'P a ^aca4 &.;'p; r.ff`- ^`- °g:r .. �,':.! i¢��_ yr '2€ F—T i ,-J : A ~ F�iu�i�i �� r' a«. r+ i +,.y, C0 _:rZ e"^s m 01 1 J te,e E. T11 -testi Pio^rzS hava ''evk,,'M+ d_c; ); ffie . .5 tvfoundi� of .. r l _`` -.t: `:J iii i u` , .:irv'£r;:,�c d in lilt •, r i5 soiei i^:'�.�::•a::alaz E'"-,",fo cor!? `s?+vitce L and .`�,'�: "•�4':J�a S. F� •' ,i� pis `,b :'iEl �:(i Crsmp. - slBt"`a5L-u'o �. 3r t 'Rv..3"4s '.'fir !t'' are nCr' u ralys,:s o. the design area are not provided with any ,-`,p "e.:Fsed or irnp,'ieC: warrg¢;;i?�. ' AP •_"OVE AN 2 6 Z011 APR 3 0 202 0 O It PLAN VIEW ! MECH. CHA E U DERSINK UNDERSINK HOSE BIB HOSE BIB HOSE BIB RECESSED SURFACE MT. THIS PAGE IS FOR ADA ACCESSORY HEIGHTS ONLY, SEE SHEET TS -1 FOR ACCESSORY SCHEDULE AND (QUANTITIES. J � 0 Lo Q ZLn 0 pWz I.- U �U H U < Vl ,, ^^ D kDA-02 SHEET ON THE FLOOR PLAN. 02 ADAAG & CA. TITLE 24 DOOR SIGNAGE DESIGN CRITERIA O o RESTROOM o O o e o o O O O O O O O O O O O O O O O desian ll for i4;, lgLT$mONIT �K� 4',N eF��CT � `,� HOU01',,,r; +„6 �"11 t � 'S� FACT $ �m � k .n l� E E c3` e $ +�.� 9 CON MERCIAE_ URDU AR OR .eS!"'ECEA.L PURPOSE These plans have re'v°ietveda�^urr�;ir,r to the 3`e(:uirar eats fa"Dune, in tha Cafffcarnfa Code of p25, Cf a ter 3, Subc ;r pte° Tlne rn Cg*iasy-,".,ficant is solely ras`n ;,s Hbie for 4:, iii FP; ff f? 6 f cz }�J4iCB'::Ei f%: r'1^s and regulations. Plan riviews 4y C.M..J. 3;o;near (iv, inn. artF no a comprehensive analysis O'F She design and are not provided i!ilrt e.,aressed or implied warranties. APPROVED JAN 2 6 2011 R,,rn Approval NO. CficsU-�— fty Ji, _. Restroom " Facilities Limited 400 WESTERN ROAD RENO,NEVADA 89506 (775)327.6060 mIt melprbl i. enc ..plus;,., prePerty al RESTROOM FACILIIIEB (Ue pmppny) entl eM1oll rot be reprptlucetl or 3cclpcetl fo eUerc wiMpul Ue written pertnieeipn of Ue PRESIpENT pl Ue COMPANY or ps puNPtixetl Ue. written cpntrect wXM1 COMPANY. ®RESTROOM FACTRRES ]003 .OWING AND MEO10D OF CONBIRDCRON PAI 4,485.508. OMER LL5. k FOREIGN PATENtB PENDING. 1 U � a0 D w J Z H d o w m F— (n w LO in�w M >- w Y W co U Z K W U- O W 0:: D_' a - ADA-03 SHEEP L +-1 0 0 M N N N y aarNI,J. Ee .. ; i4'sc.za EMpoc:.I'tf.�..:8t of Housing a. acd Dneweacpa€ er-t an.� ADAAG & CA. TITL 2,T, -Aja appy ' a! ` gercy o �. . PEDESTAL i 0 a�€MKT i,'AA � UFA`,,T`U'R�.�� r 0U I 73 DRINKING FOUNTAIN D.ESIG=N;_.GR.IERkIA.rti SCALE: NTS TV'teSL' DiaiiS 19(sY)e PSS"$ 2,`ras'd- i-'� �;'P £ .e is Fe. vr2iifflr":'i e�.•+1,'.,8 JF G u!aflC.iGt 'f?" 6:3, -;japer "3 ts`rbc .. 2. T hz mlg/1p i'cant 6S SG`se l sus Ut,�,a3it?sfor v>rfip ie ' t:(:, ar. .::3:i•c' laws r° ran; ; tom.» �i --errs r 7; r.r�;ne rin inc. a gym, ...Siai ns. �Fu:r C�.F3 �r., by c.�..�. :.'si3O ._.eC..,�, are ri!-Ef cots!o."e e€ -sive anai; s3S 3i 3. ,s ieesi n and are noof rjFJ`a'i i��(v;tth anv AMPROVED fiPR 3 'D E DRINKING FOUNTAIN HEIGHT SCHEDULE 1'-6" �„fJ � � Minimum E 0 E ELEVATION CANE DETECT IBLE SURFACE CANE DETECTABLE SURFACE SINGLE HIGH LOW DRINKING FOUNTAIN DRINKING FOUNTAIN PER ADAAG CODE PER ADAAG CODE SUMMARY HEIGHT A.F.F. TOP OF SPIGOT 36" MAX KNEE CLEARANCE 27" MIN TOE CLEARANCE 9" MIN APPROACH 30"x48" RAILINGS 32" APART MIN. ADAAG & CA. TITLE 24 DRINKING FOUNTAIN DESIGN CRITERIA SCALE: NTS 4p I � Restroom Facilit es " Limited 400 WESTERN ROAD RENO, NEVADA 89506 (775)3276060 in,: n,ak�m �e ue e Wope:of FES WM EA—ESe(the rca<oompoa nml not Iw e_d o, lo.ea io othm .aho�t m .�n.� p er the PR --d Or the COMPPt—t emno�:ea q..m.� Boa �..un tM1e COMPMIY nt ®RESTROOM --ES 2003 BUw- — U.K. OP CONSTRUOTRIN PATENT 4,x05,600. OWER US. & EOREION PATEMS PE -- T Ld m z Z Z O F- 0 O Z:) w —� V z� ° V) U)ry Ld Lu WY w (D m WU 0� Ld LLO w w w a 0 06 N O H i i W W W Q Q Q O O O D O C m � o p m m z h . m 0 w w > w Z Y O p a w a CL o c=) a H J U) H Q t< V ) �r V Z 1, 0 Wz g U O U Q U) Q 0 U) ADA -04 SHEEP ( ) Femme - ;' s € aztrlm- zas; F ele3 ment a pprov .�; UNISEjX- iF. ,t ' 33°��t �� MC --")' � s e R �� `.. =�"a-_s x'� e rzt- €:i�i"B^�EC3-f rEve I, re�•rnr ;ode Q �R (: :Bions Title 25, Chapter 3 Sub •s soiES resp�,nsibie for compliance with ai ars: c;rtE tuns. Pian revie-ws by C.M.J. Enginedring, --hc ; €ve analysis of ti+e desi,,n and are nt €3r( "•d'� d or implied warranties. - TURNING RADIUS AN 6 2011 1 DESIGN CRITERIA ,,7 . 0�=aE --APR 3 0 Z�_-__ U J.59 I () MdRestroom Facilities . Limited 400 WMTERN ROAD RENO,NRVADA 89506 (775)327-6060 mie meletlsl .e Ne of 'e prapmry REBGIMEbS (Ne ompaMa ar— . M" II ro-1 l be repmducea r diecbsed to others aPFEEPRESI J Ne wriHen permuaion of the DENT of Ne COMPANY or ae emherbea MEO.P ceetmet :stn Ne COMPANY, ®RIMRODM FAOO a 20DD BUIIOING AND METHOD OF G—TRUGOON PATENT 4.185.fi0B. OMEN U5. k FOREIGN PATENTS PENDING. 1-4 Co 0 U Q Z V) 0 %DA2-1 SHEET W m z Z Z 0 f— U 7 0 O (r a Y Q LY V U Q aC) =) W J zLIJ 0 LL m U) Wi- W z W In M W U Z WU V F W LWT.O W W Of (r d O ti O N O � w Q Q Q O O O O O O m J t 0 f p Z m m ~ m "W W Of 3 v af o EL v 1-4 Co 0 U Q Z V) 0 %DA2-1 SHEET O N � H i o z 9,_7w UNISEX r ae 0 JI 9,_7p 1==I= O S UNISEX O I An CHASE/STORAGE Encfl �•9ee gbs � �'I;. E^• - yag ,,.ae 'n ,: � ...3 -.�A. ... L'". tom.. %€ �'.;j ue G- �"": D""Cm'efe8oz:;'b.,... ,, appw cu' ved g:'�i''d > anv � r ;, vti.e F.o � ::Ae �.i (, s TI-t'NiT to N — _ r.a a C q � ll.. . ,"d 1e: :Y'. tats w.. � rt`�`. to,f ,ti.���S:3f .a.le "b tl/'4�'ti �•. Rif'9'�� 4a.YE ;a n's fo Titic2- ,vS _ '`,.'}icrYfh •.'�i:, ;i;:c,=-t is so`e ww`-30hi�it.'�i� aa'3P oil Flz R3 naviev,.,, C.ev'5J, C; .,."p, ;: svv c'lnai,,';Ss Ces .f the dief arid Piairc.. ,flof �-ov:ldef!;� >".rfAi� �,fi3 _ori Wf or "s7'r'i,,pliecvja i lntieS. e;Y. JRNL�2 2011 E x P E—S APR 3'0 20:12 ALL ADDITIONAL ELECTRICAL CONDU AND PIPING FOR VORTEX COMMAND Q CENTER PROVIDED AND INSTALLED FLOOR PLAN SCALE: 1/4"=1'-0" '•3/55 �( Restroom Facilities Limited 400 WESTERN ROAD RENO, NEVADA 89506 C775)327-6060 mom rbl d u= _. pmp=rty pf RESTROOM FALIL01E5=(Ne mppny) pna snpl be r=prodpaa a di. --d N pNen 'Noor Ne warren COMPANY p^ pfo e PRESIUFNf IM1e pf COMPANY pr ,=uorrs=a q wan=^ =ppt.ppt wnn m= coMPANY. ®RESTROOM FI ml6 2W3 BUILDING ANO METHOD OF CONSTRUCUON PATENT 4.495.608. OTHER U.S. k FOREIGN PATENTS PENN - 1 of W M z Z Z O U 7 0 O Of IL U W —j vzLu m O V) O .-i tp N 1 O W W t:; 0 O O f f o mm Z Mow 0 3 w a M o c=i a z a Z � O OP: O fnW -� 0 &A2-1 W >-w Z LU y UV ,n m E W W fy � a O .-i tp N 1 O W W t:; 0 O O f f o mm Z Mow 0 3 w a M o c=i a z a Z � O OP: O fnW -� 0 &A2-1 1 0 2 4 O OD OO 00 DD D 00 O DO O 00 00 OO OD UNISEX UNISEX A n t Y .aPL.'r �_. <," Yom' :-kA'e�R ,; a��.•." Y .�.':.d�er: Er;,�=:ec p •'e"}�:'fi t"5 V-6" 2'-0" T-8" f0 P-6" -fl n V-6" L i0 T-8" 2'-0" V-6" �+ E'9% 6 co @�5iiwjr.RF.,, �beiveiCef,Rn,---�e eeFF se. P& "TN' __ C'�V 3`s n��',.. ^`3 �_ � � *� J.'.��LjY FIaeM1.M'-.y�.%'§.'v�'�_AR'-..,: O D O 00 G DOS ==I=C O t= C=1C=V C=31= C=FJ=p 9R5': tlF+?�? `•�' z'`.a.. cozi,.:`:..s'"..J 's �y ..N O - a ir,rSC }iaFhave an e" n6si a PG iievC, :.y O ca ..-§:a Code of "F�',c r;,'.;S "'fF.'s3;`:r 9 K: a 251, .., _- f�-r c aauil'.. -P pi, :R pii F,� rlG .;Alis '-ns t':� ri rrvi ws by�.i§d"v. f. �(_ 'a? co -hen-,�ie inalyrsiq of me 4 � c':,tG§i crif-s f'ase e30: f—er :'e 3.1 ..- V.':k.h 000 -2'1preF-t;ed or im fied-dvr,rranflas. Q6' clea to PaD � A,P-PROVED JAN 2 6 22011 ---------� p SXR.. ES_w APR 3 0 ZQ��2 i i a I CHASE/STORAGE a —ALL ADDITIONAL ELECTRICAL CONDUIT A I AA AND PIPING FOR VORTEX COMMAND CENTER PROVIDED AND INSTALLED BY OTHERS VORTEX COMMAND I CENTER FOR SPLASHPAD Q o o �o0 000r�oc oo��0 00 o a a e e o I € I n o u i� V-6" 2'-0" T-8" io li-6" iflin i'-6" io 3'-8" 2'-0" 1'-6" O n n n UNISEX UNISEX 0 nor imc—��mQ�mmc��r i ENLARGED FLOOR PLAN SCALE: 1/4" = 1'-0" Restroom Facilities " Limited 400 WME2N ROAD RENO,NEVADA 89506 (775) 3276060 TM1ie m"tcnol Ie c properly of RESTROOM. FACIIIBFSc (the c"ww"Ay) o"a cnen rew"au<ea . a."cioeea m penem wan""r m. xnn"„ pe"n"sI"n or ene PRESIO EM of Bre COMPMIY or oe pu1M1"nzc8 M xnitcn c"n4acl with Ur COMPANY. ®RT3Tt00M FADMR 2003 BUIMNC AND METHOD OF CONSBi =N PATENT 4.485.608. OIHkR US k FORF PATENTS KNOINO. z 0 wa Z �0O a U z O Ln W W LL &A2-2 Ld Ld M Z Z O U 0 D O X rY U U) CL =) W —� uJ IZ H It LL UU) W >-w W� D /cl�/� U V W U w CL o: a O ti t m N O O O D O O O m �7 O pm m Z m F— p W 0 3 w 0- x d z 0 wa Z �0O a U z O Ln W W LL &A2-2 4 4 Q FRONT RIGHT SIDE SCALE: 1/4" = 11-0" SCALE: 1/4" = 11-0" 0 1 A g I I I I j REAR SCALE: 1/4" = 11-0" N e1 @ t1ri a fr, L IM 01 `i "'Vi, !' T i. viewcd egu!a.i r4' S .t( !':F4ar^?§S'�r� :ilc.-•i°s�ys, ;S 6f the fSfsign and are i ot, p_r'`''%.4kded with 3 asst _r- :.{_ r it giI' &rarities. APPROVED -JAN 2 6 2011 2'a. n :A I,-provai l',,! c. CTvlJ-_ f i ' l73 EMFIF'_ APR 3_ ®_ 2�i( LEFT SIDE SCALE: 1/4" = 11-0" Restroom Fees` Facilities Limited 400 WESTERN ROAD RENO,NeVADA 89506 (775) 327-6060 - Thin molerial is the ex pnPeM1y PI R61R01%1 FACIMD'LRIE$ (Na �p,omPoml o«a a,on not � oa,o.a or dlaaoaoa m ou„m IRM wDry «r 1 p=rms.m„ or tn� PRESIpFM COMPANY Pr nc amnodua by .0 wnn<o 000tmot wnn Ine M~.OR, FACOM6 2003 BUILDING AND MEMOD OF CONSTRUCTION PARENT 4,485,608. MER U.S. & FOREIGN PATENS PENDING. 1 W m z Z Z O F U 0 O a U D w J Z LU LL O- m U) MW �w Lu Y Z c rnn r U V W o WW m a 0 co N O li.l LTJ 41 11- Q0 Q 0 0 0 0 O C) to 01 p m m Z m � La U O 3 w a o a 0 a V �z O O Z O w a it "X J W oww A5-1 SHEET WALL FRAMING/ SHEATHING SCHEDULE STUDS OTLOM T I TE ERIOR MECH. ROOM SPACING NOTES P S LAT S HI G SH THING FINISH GALVANIZED 2-1/2" 16 GALVAN D /2 NIZE 2-1/2" / O.S.B. 5/8" OSB FROM GAUGE METAL STUDS 16 G GE EL 6 GAU STEEL XTE RAD RIOR GRADE 48" A.F.F. TO SPACING: 16" O.C. CHANNEL CHANNEL TOP OF WALL SCHEDULE OF STRUCTURAL CONNECTIONS HEADERS DESIGN # CONNECTION FASTENER TYPE SPACING NOTES g 21 ANCHORAGE FOR FRAMED BLDG. WALLS G. TO CONCRETE SLAB 21 SEE SHEET S2-1 FOR LAYOUT AND LOCATION ( x 1()5 psi) TBL FOUND 1800 FOR DETAILS SEE 1/S8-2 1.9 625 SELECT STRUCTURAL 2 STUD TO TOP AND BOTTOM TRACK 1/8" x 1/2" SPOT WELD (2) EACH SIDE OF.EVERY STUD 1.9 3 1/2 -POLY SPACER PLATE TO 100 x 1Y" STEEL PINS (2) ® 16" O.C. AND (2) AT JOINTS BOTTOM CHANNEL 1500 170 1.6 4 INTERSECTION WALL TO WALL 1/8 x 1/2" FILLET WELD 1" FROM ENDS & 24" O.C. 4"x6" (3 1/2-x5 1 /2'7 1 170 190 1.6 _ 625 NO. 2 Lo O Lu z 8 INTERIOR SHEAR TO WALL FRAME .100 x 1Y,"" STEEL PINS EDGE NAIL 4" O.C. z FIELD NAIL 12" O.C. O U 9 POLY BASE (6") TO WALLS #12 x IX" SS SCREWS 16" D.C. J J 10 METAL DOOR JAMBS TO BLOCK WIRE BLOCK ANCHOR SOLID GROUT 11 METAL DOOR JAMB TO METAL METAL TIE 1" x"" METAL SCREWS SELF TAPPING ®4 PLACES STUDS 14 RIDGE BEAMS TO BEAM POCKET 3/8 x 3" MACHINE BOLTS GALV. (2) THROUGH POCKET INTO BEAM EDGE SCREW 6" O.C. 15 ROOF DIAPHRAGM SCREWS FIELD SCREW 12" O.C. zy 17 RAKE & FASCIA TO ROOF DECKING #8 X 1" SCREWS GALV. ATTACH FASCIA UNDER ROOF DECK ® 6" O.C. (n 18 ROOF DECK TO RAFTERS #8 X 1" SCREWS 6" O.C. EDGE z 12 D.C.FIELD ORi`;n vp Pp"-• 0 (UB lT a 5 Bcpd c��e w :� .. .,w,,,. %PA:, ,f. ._ „i„t ., s ,,. ,, ;•1 '�x.a...,. .c - E4'8,��.e••aJ 20 ROOF BEAMS & POST TO WALL CAP SEE DRAWING 2 and, 3-p/ S$ ,3 � n e, ,% j � � "3 e . d z k V- 22 GABLE ASSEMBLY TO TOP OF WALL 1/8” x 1 2" FILLET WELD / / - ,, ave x r` -� .. e e• I ®ENRS~i EVERlf24 b C. ;` u t i'xF�ttt Gr. Ti'.- 25, E.as + Gf O3Iv ,_ O � 23 FASCIA TO ROOF DECKING SCREWS GALV. lne 16" Q;C<: ~, r -•a•..' -?"Or( V`'4' '=```= ""`' 1" E 1U" r' ` J Gam. 24 RAKE TO ROOF BEAMS SCREWS GALV. 24" O� pj-n `s" ,r it) licca d r;�tfte 29) 25 VENT SCREEN FRAMES TO JAMB 2" FINISH NAIL GALV. 012" O.C. _Med F, d d I _ 12" O.C. —' 1"xt" METAL STOP i 26 REMOVABLE LEXAN WINTER PANEL #14 x 2" SCREWS GALV. 12" O.C. FRAME AT VENTS 1"Xt" METAL STOPS s ' I-- I.— PIN -- I.— PIN .100 x 1Y4" I� 1 O x 1Y2" (4)#8 TEK SCREW Y4"x2" DMMMMMD LAG BOLT %"x3" FTT 21 20 A of HIJ :sing (r L PUF," €_,:its founc 'ALLE &TAILS CUT S?D=13r'= ARE�NTENEDED Cii aPpii�' 11(rb_, PLY IN ALL Inc. as S,UCHaSIM. arOside it;COVDt;TIONS WHETHER REFERENCED OR NOT. STEEL REINFORCEMENT 30 #3 VERTICAL DEFORMED REBAR ® 16" O.C. MINIMUM 31 #3 HORIZONTAL DEFORMED REBAR ® 16" O.C. MINIMUM. 32 #3 VERTICAL DEFORMED REBAR ® 16" O.C. MINIMUM. 32"L 18" NOTE: ALL REBAR SHALL BE ASTM A615 GRADE 60 ANCHOR BOLT SCHEDULE 20 5/8"0x * " ALL THREAD EMBED INTO CMU 16" MIN. SPACE ® 24" O.C. MAXIMUM * Length to be determined by position in wall. 21 5/8"0x7" S.S. HILT] TRUE -BOLTS #WS -5870 ICBO #ER1372 W/ 2x2"Ala" STEEL WASHER FRAME SCHEDULE & ROOF FRAME SCHEDULE O WALL CAP: 4" X 6" X 3/16"' T.S. O EXTERIOR BEAM: 4" X 6" X 3/16" T.S. 1 O MID SPAN BEAM: 4" X 8" X' 3/16" TUBE STEEL O4 D SPAN POST: STRUCNRAL 1 5/8" X 6' X 16 GA STUD O RIDGE BEAM POST: CONTINUOUS METAL STUD W/ 2x6 BEAM TRIMMERS EACH SIDE © RIDGE BEAM: 2) 2" X 8" 3/16" TUBE STEEL O ROOF DECKING: 20 GA METAL CORRUGATED DECK PAN O RAKE: 2 X 8 X 3/16 T./1 /.� L_)L] QROFESS/0 O ASCIA: 2 X 4 X 7 .S. Q � g A 9� 10 STANDING SEAM METAL ROOFING LVJ\ C 26936 5/8"0 X 20" ALL THREAD. ® Py �3N Q Cry1k- ROSS RO RMT HEADERS DESIGN PROPERTIES BEAM SIZE Fb (psi)Fv (psi) MODULUS OF ELASTICITY c 1(psi) & GRADE ( x 1()5 psi) 4"00" (3 1/2"x9 1/4") 1800 190 1.9 625 SELECT STRUCTURAL 4"x8" (3 1/2x7 1/4") 1950 190 1.9 625 SELECT STRUCTURAL 6"x6" (5 1/2-x5 1/2") 1500 170 1.6 625 SELECT STRUCTURAL 4"x6" (3 1/2-x5 1 /2'7 1 170 190 1.6 _ 625 NO. 2 • Of`,, ,r,: #3 BARS IN FIEL 12" O.C. BOTH N TOP & BOTTOM #5 BARS AT EDG SPACED AS SHO\ TOP & BOTTOM N (TYPICAL SLAB E, AND HOLE EDGE! STRUCTURAL SLAB NOTES: 1. SOIL COMPACTION? QY /N 95 % 2. BASE MATERIAL: 2" WET SAND 3. VAPOR BARRIER: Y / ON ; 4. SLAB THICKNESS: 8" 5. 5000 PSI ® 28 DAYS, ADDITIONAL NOTES 1. CONCRETE SLAB SHALL BE LEVEL, UNLESS OTHERWISE NOTED. 2. CUSTOM DESIGN CONCRETE MIX INCLUDES INTEGRAL WATERPROOFING 3. WHERE RISERS PENETRATE SLAB, PIPING IS TO BE WRAPPED WITH FOAM WRAP (WHERE APPLICABLE) 4. SLOPE RESTROOM FLOOR TO FLOOR DRAINS (WHERE APPLICABLE) - SLAB LEGEND RFL DRAFTING EXTERIOR LIFTING PLATE �i.�:r� E w INTERIOR LIFTING PLATE / > m '' Ic - •, 6e Sab.fi zl Ld6 H5.3 l6Asib no b�ee044. YnrCTRApVS✓PO RT TIE LOCATIONS _ s k; pp i x ti 6 .... { 1:1.�a.ir`k° U FAC �r��b" it<c�w D ""'�"-�'� ° i #3 REBAR MATTE MODULAO e ,re"d,ca,ved ac: ;nn $G �3+c'. r ^'+ —� e r I•'itt rt ."•,_: ; sin 2.ry Ca;a ' Pr „'S!'bchapte : cFisS'i�c?5E'i�^.lP�'6iCv:r>'� .. a3.. .el£' P9a3i r0V:6v:! by C.Ii€t.I. E: afi�s 1pW-P,,L{.. i !S �:,a neer r, ;a��. are not a ra,V r..i, tha design and are rAar-,- -: �.Z i rF #5 GRADE BEAM REBAR IE?u bLP$rraP.'le,s.--------------- JAN 2 6 2099 .APR 30 20.,12 EBAR PLAN - = 1'-0" 4x8 L Channel #5 REBAR REINFORCEMENT SURROUNDING OPENINGS 1. SLAB SEISMIC RESISTANCE TO MOVEMENT SHALL BE 6' FROM BUILDING PERIMETER -OUT, MINIMUM COMPACTED SOIL OR SIDEWALK AROUND FULL PERIMETER. 2. SLAB OPENING SHALL BE FILLED IN WITH COARSE MASONS SAND AFTER BUILDING & UTILITIES ARE INSTALLED, CONNECTED & INSPECTED 3. FINISH AROUND BUILDING SHALL BE MINUS (-2") INCHES BELOW FINISH FLOOR ELEVATION. 4. SLOPE ENTRY PLATFORMS AWAY FROM BUILDING 2 % (Where Applicable) ALL PLATFORMS AT DOORS SHALL BE LEVEL WITH FINISH FLOOR 73ZIP- Restroom Facilities Limited 400 WESIE'RNROAD RENO,NRVADA 89506 (775) 327-6060 Thi, meteriol h Mw ezeWaire property If RESTROOM FAC—M (the rnmpoiryo end shell t be npmtluntl r tllxloeed to oNen wilMu! the ., pnmiesion e1 the PRESIDENT or rhe couPANr or ec p"mervrtl ey wr;Men convert .itn The COMPANY. ®gESTRDOM FACTNM6 2003 BUIMNNG PND METHOD OF CONSIRUCNON PATENT 4,485.608. OTHER U5. E: FOREIGN PATENFS Pm.— Ir En M _ z z 0 U _ 0 0 0- o-' V Q � a0 Lu -j zLu OLL V) w>- LL M - m LL1 V Z oC- Q W (D m U WW. Er M a 00, S i. — 1 SHEET 0LLI LU w C CCC =::_5 E aCCC�7C CCC 5FC CC CCC �CC CC�CCC CCC =CCC �C7SCC nI n u u \2'-7- ti� L In np� 0 lu uy0Q� o IIn no U ' n n tii° Ln, u In n 7" 0' T -7e U T-0" Fn EOS EOS lu ul EOS EOSMn I�� \ ' In nl / n m U u AUX F _ IuI H \ -- 'CulISI �tfn__ ' In nl m n u u — — - - _ _ _ ul CC� CCC CCCC CCC CCC CCCC CCC C CC=CCC�J=CGCG nl Lin o ' / IuI Inl � uu SITE PREPARATION PROCEDURE T -o^ 10^ to z' -o" [10" 1'-0" 1'-a" ul 1. Excavate down 10 inches below the finish floor elevation / O (the slab is 8 inches thick on top of a 2 inch sand bed. Mn 6'-0^ z'-7^ The sand is installed after the plumbing inspection). jnj / / \ EOS / ul EOS m 2. If soils are poor, it may be necessary to import 6 inches of I I \ I Ql nl r I u class II base rock. (this is not necessary if native soils will LuJ n a" compact) 3. Compact to 95% or to local code requirement. / n 4. Compact 1 foot over in all directions (over build). 0 1/2" CONDUIT o ' / ��� ^ e j '° `� "r " 5. Building pad must be level. ? e ab` . ^ E € R =, b ;Eat. a F , I f I s� 0 � K dl. xc-aaiatQ and backfill trenches for underground plumbing N O (IN SLAB NP.) o / In .dT l F and utility kit when RFL site crew is on site. 01 u ;:# ; •"iaif'� uLL iso 'e>C, k. ='I C `�`t#Eas 7 r5up{3jy approximately 8 cubic yards of clean sand for fine In �> ' : ^ N r` ry:, grading. The sand is installed after the plumbing inspection. \ / IuI de vvlgn..apsl`oe's` r�---- e; for 9 9• P 9 P ' 0 In«�, a�', �' F -,;L < y,G E( .8. Depending on weather, all Irrigation should be turned off •� y,e \ / _ S prior to delivery to allow the surrounding soils to dry and f � v : R �. ,, l .'a F` ' 3 r N S, Sri - 3 B t z- 1'-0• f T t / b ,-,> . 'A' P U R �,.69BEthe weight of the truck and crane. 9. Provide suitable safe clear access to allow a crane EOS 6 -9" 2'-0" 10" 10"I 2'-0" 11" _ _ tO� O(upto,�10 tons) within 25'of the building pad and the OS F, ;�5 i:l.'Q rE3tvi\'diva ce:_:a� _ <r g;1 Yet v r• y4.'°S'G-;'tc'?.:u du`trR, a- 3/ ® , J , f-3 buiiding�n a semi -trailer (up to 40 tons) to reach the site I dC - is 5, ` h` fir`' 3 S```'` 'ap" a' (14',vi! h, 70' length, and 14' in height). If path to site is \ / _ . -^C ?5 c0:{:,::i• ?. for C..-er:a:`:;t3,-tre'eJit, al! aprikca ?- "" � _�. .. •�'+^ C } ., I Er ,, . r y„ `Oc „,over_ezis�ting utilities, sidewalks, or other damageable areas, lu ®' ' T u' `> "''.roper marking, plating or other appropriate protection must n In >t + :'3i'<-='.'aEYi �' ?, it%!y;s?5 cf .>Fr `resign am, are not S.)i CiYeCsb`�'PrOVided. 1rUssac= �r imi'i'=: ar:rrAi`' 10. We provide a plumbing kit and utility kit, which is buried In _ N _ lu ^ yr., JAN 2� �� under the building. We stub out 6 feet from the building and � l u provide Christy boxes for connections. We do not make the n =--_--_-- - -- -- -- ---_--_-- -- n _ fin`al connections. u m It, w m IuI_NOTE: �{ Innl I Ira i zeriiol'eri uu u jnj n n H p NATURAL SUBGRADE COMPACTED TO 95% H ju n I inl 6. z z A R �'', OR ENGINEERED FILL IF REQUIRED BY SOIL REPORT. IuI U U H n 7' 2r -7n 12,-7x 7' -Ox H EOS OS �n n� OS EOS ��� , IuI u u uu 'An o lu ul ' H n " In nI ' ISI Iul H lul / lu ul \ lu H In nl I TUI C� Clul C =CCC �C7C jz CCC CC=C_5E=CCC =C] �� U) VK 0 0 1 1/2" FRESH WATER - AND/OR ELECTRIC SEWER= 24" FROM BOTTOM OF SLAB. 1 SAND N SLAB CUT OUT 0 0 1 BLDG. MODULE "A'° 0 BLDG. MODULE "B" 2 SLAB REBAR PLAN SCALE: 1/4"=1'-0" �ES C2 R EXP 3/31 /11 z sDEC 02201/ C/vl�_ ¢r�` FOFCAUF� 73•IsS Restroom Facilities . Limited 400 WE47ERN ROAD RENO, NEVADA 89506 (775) 327-6060 mu mmenm o the ..em PmP. oof RESIR005 FACILITIES (Ne .ya xnd hall net o pmtlucetl r di"G"setl to Nerx wPN Nc xntten crmuof Ne PR6IDFM of the COMPANYNY or outhortxetl by wntten contract hthe COMPANY. ®RESR— —M 2003 BUILDING AND METHOD OF CONSiRUCDON PAi 4.4B5.BD8. MER U.S k FOREIGN PATENS PENDING. Y Q V) rL p LUIn --1 z~ .a• 0 LL 6� ca U) Ld� m W LLl 0 Q� Q z La (7 m Ww w 3 m a 0 T N T 0 � T T LU0 0 J J , TI 0 z m z 1 m w > LLI 3v X U: o 0 a W z a W Z U) U_ 0 U) — Si— SHEET T I T BLDG. MODULE "A" BLDG. MODULE "B" a md JP r plans have rsv;c!:-f':f" j-e'- 2hu o is S'3k ;y A, a 'Smn anc'i at -a not urov ut'� n ewpre'asecf or inipli-oziiian'QnUes. APPROVED JAN- 2 6.2DII Pl?n Arproved No. CAfg-j El", E -S SPR- 30 A C 26936 EXP 3/31/11 JAN AN 2 5 2 N- clw- -1 3 FEATURES AND VERTICAL REBAR PLAN SCALE: 1/4"=11-0" 7 15 Restroom Facilities Limited 400 WESTERN ROAD RENO, NEVADA 89506 (775) 327.600 7 6 —0.1 1. IN. ..1— '—ftY of RESTROOM F�UMES (ffi, __) _ _U _' �. ---d I d—)—d I. Ith- -.t ".. ` of "' PRESIDENT .1 H,e -- .,ue .� F'A=1E5 2003 BUILDING AND METHOD OF DON�_ MEW 4,485,608 MER U.5 & FOREIGN PATENTS 'ENDING. ED >- Lu LLJ V z< (D Co z W0 = WLL1 -D L, 0 S2-1 SHEET 9=— =!T2 5 LD 3 0 0EEJ J-5 1 O Ell in 9 C? 9 161_01' 2`0" —V —7—sm—= —V "1t=7 1 91 4 =— =— p—=V= =—'=7- M. TY P �D % u D Y 11-01, 11 3'-4" 3'-4" 3" W-7- SLAI BLDG. MODULE "A" BLDG. MODULE "B" a md JP r plans have rsv;c!:-f':f" j-e'- 2hu o is S'3k ;y A, a 'Smn anc'i at -a not urov ut'� n ewpre'asecf or inipli-oziiian'QnUes. APPROVED JAN- 2 6.2DII Pl?n Arproved No. CAfg-j El", E -S SPR- 30 A C 26936 EXP 3/31/11 JAN AN 2 5 2 N- clw- -1 3 FEATURES AND VERTICAL REBAR PLAN SCALE: 1/4"=11-0" 7 15 Restroom Facilities Limited 400 WESTERN ROAD RENO, NEVADA 89506 (775) 327.600 7 6 —0.1 1. IN. ..1— '—ftY of RESTROOM F�UMES (ffi, __) _ _U _' �. ---d I d—)—d I. Ith- -.t ".. ` of "' PRESIDENT .1 H,e -- .,ue .� F'A=1E5 2003 BUILDING AND METHOD OF DON�_ MEW 4,485,608 MER U.5 & FOREIGN PATENTS 'ENDING. ED >- Lu LLJ V z< (D Co z W0 = WLL1 -D L, 0 S2-1 SHEET DS MUST IED. A ` CY26S36 EXP 3/31/11 DEC 0 2 20 \cIVI�- METAL STOP (T'P) Fal #12 TEKS SCREWS. - - - PATTERN 4 ATTACHMENT AT /�� JOINTS AND SUPPORTS. (IO VENT SCRE GABLE VENT SECTION FRAME SCHEDULE & ROOF FRAME SCHEDULE O WALL CAP: 4" X 6" X 3/16" T.S. O2 EXTERIOR BEAM: 4" X 6" X 3/16" T.S. 1 O3 MID SPAN BEAM: 4" X 8" X 3/16" TUBE STEEL 8 V;ate O D SPAN POST: STRUCTURAL 1 5/8" X 6" X 16 GA STUD °rle�x6s gnc, i'"-, )eveltopmeyy` pp�'' �"'`u55-1�wlmi l3 .4M POST: CONTINUOUS METAL STUD W/ 2x6 BEAM TRIMMERS EACH SIDE RIDGE BEAM: 2) 2" X 8" 3/16" TUBE STEEL €'I ap room age; -s -I va aNr `CTUFRED � y0 ROOF DECKING: 20 GA METAL CORRUGATED DECK PAN ODULAR G --R SPECIAL P to the recu;rem nt 4 's 0.t: i1!4� 22,% Chapter 3, S€ be ap v.'siSIL'1� Tis--' caro fiance vvits i(1 of the design and are not I ,v •antie ,. JAN 2 2019 SPR 3 Q Z X 8X3/16 T.5/1\1) X 4 'X 1 " .S. iSEAM METAL ROOFING wit'n -any )AlA 5/8"0 X 20" ALL THREAD. DETAILS CUT ONCE ARE INTENDED TO BE APPLIED TYPICALLY IN ALL SUCH SIMILAR CONDITIONS, WHETHER REFERENCED OR NOT. REFER TO SHEET SO -0 FOR SCHEDULE OF CONNECTIONS. • 1!5.T �Restroom ' Facilities Limited 400 WESTERN ROAD 'RENO,NEVADA 89506 (775)327-6060 TtUx mtleriol u Ne exNusive pr"pe Tp( RESOtO(NA FAOfiTRES (Nie rcpnEptpyo pna cnmi pct et uuA r If writtlis b oNvm without the ten p" permpof M,e PRESIOEM Ns COMPANY tr tuNarized by wntten ctrrtrpct tiro the COMPANY. ®REfi(R00M FAC0 . 2003 fiUIIDMC AND METHOD OF CON31RUG00N PATEM 4,465.606. MM U.S k FOREIGN PATENTS PENDING. I LE Wal M M z z 0 F U 0 O O m a < U ~ ac Ll] J Z LL, Vr OtL co F- U) W M W Y D `,,�nn U V m Zr-: La W Ljir a, a Z IL z o LL, H _a O � U O 0 O c. u . S3-1 SHEET O O L a� a c co U C) 0 a 1 0 2 9Y2 4'_8 as 4'-8Y2" 3 r s 8-3 t 1 (2) 8 X 2 X 3/16" T.S. 1 I 8X4X3/16"T.S, 12 I i 1 TYP. 4p 1 1 1 i 1 1 rul 4"x8"x16"----- CMU BLOCK (CUT AS NEEDED) I 3" I 1 I BASALITE TYPE AS" MORTAR MIX DESIGN REBAR 1 PART PORTLAND CEMENT #3 SCHEDULE 60—ASTM A615 1/2 PART HYDRATED LIME VERT. REBAR @ 16" O.C. (U.O.N.) HORIZ. REBAR @ 16" O.C. (U.O.N.) 3 PARTS AGGREGATE — MEASURED PRE—BENT CORNER STEEL IN A DAMP LOOSE CONDITION ON BOND BEAMS • LV -� - Tfp Z O lL a "v O o+ 30 0 to W . a. 0_ ,QuU. �, I;. 7 CAM, Je EC'i°�"="=.'Nmya. as..�ak�:E@'rf €'e�,Rlyv`. :az'I'$:^� -(4,edri'�.muni' .m. e � i :3 are" Sa pF pjrovc €..� third ��^.tea P @ p .-yy a e. T t: 5.. iw-' F o4.; `� G, e � a-3 �':. ";. q y �.s,�, r Nf. r @9 T dJN B E a" I=.V �f+:i a.k s'�' `ro V1 �,'; s R i c' `s.. � Q� � i- is ,r� „ � a e - �'].9 �.�. �.. � a s h �' I E`r; �, 2 dx°li si;_ 9 �A i"tits `e d 913 a01;riF-1t..:s� C0Nv17J`ERCiAL. N101DULA R These pians have reg+ _'wer �y� � r� o ! ,d in the CaVornia Code oFR�06V j r OtY r, LE V=f%t.d� . 2. The mig/apr :'sicaant is tmlu krd pg,:sj LNe'CW � IShS and regulations. Pian aeviewby /.&J. Eg'neering, inc. are not a �(r€r"'E,Js.:ie,rt3rtse anal_ s, s of bi e design and are not provided with any eh re sed or Z��plie ii s 2 6 2011 OTE: Phm Approval No. CNs!J- J E'IPIIR S APR 3 0 2012 ALL WELDS MUST BE PRIMED. L V 7 SPEC.MATERIALS FOR 4" x 8" x 16" CMU WALLS 9 BLOCK ASTM C90 (N-1) fm =3,000 psi. MIN NET (CMU) ON BLOCKS MORTAR ASTM C270 "TYPE S" 1800 psi min. @ 28 DAYS • GROUT ; 3,000 psi min. @ 28 DAYS —VIBRATE THOROUGHLY DURING PLACEMENT , SOLID GROUT ALL WALLS • REBAR #3 ASTM A 615 GR60 ( Fs = 24,000 psi ) OVERALL SPEC. MIN . MASONRY fm = 1,500 psi. @ 28 DAYS WITH 0 O LEd "SPECIAL INSPECTION'.' Restroom Facilities . Limited 400 WESTERN ROAD RENo,NEVADA 89506 (775)327-60W mil moleriol 13 me e.elwi�e pmpeCe of flF5Rt00M FAGILDIEG (Na mpciryQ M M1oll not pbe reprotlucetl r tliacloaeC b Nen xlMael the xrlken permiseien o! Ua PRESIOEM of the COMPANY a pe nuMorixed b,' writbn contrvet witF the COMPANY. ®R6RIOOM FALIMIES —3 BUILDING AND MMOD OF CONSIRUCIION PA 4,905,008. OTHER US. k FOREIGN PATMM$ PFNDWG. z �- ZO OQ Z(f)w0 a W0 (n LJ O S5-1 SHEEP W in D D z z O U 0 0 O LEd U H U*) Q d W —I z� OL m F— U) Q m W �2e Lu (,7 Ina WU M LU LWO W af M a O N O '4 1 1 T L O C � m O z m m L3 ro w y > p 3 w o a a v a z �- ZO OQ Z(f)w0 a W0 (n LJ O S5-1 SHEEP J U 2' OR 7-1 2 1/2' o ADD #5 REBAR 04 _ ^- TOP AND BOTT. o SLAB I I OPENING I I i OOK ENDS HOR. AS N REQUIRED IF SLAB EDGE ENCOUNTERED TYP. SLAB OPENING REBAR REINFORCEMENT DETAIL 3 SCALE : NOT TO SCALE SEE DRAWING S8-2 FOR MORE DETAIL ,.. #3 0 12" TYPICAL (4) #5 CONT.REBAR EACH WAY /VTOP AND BOTTOM / \TYPICAL AT EDGE 12' U.C.111 MAX. I'1 W,7#5 REBAR-CONTINUOUS \ND BEDDING BASE':= ",i - 15 0 6" O.C. EACH WAY TYPICAL r �k SLAB SEISMIC RESISTANCE TO MOVEMENT SHALL BE 6' MINIMUM RESISTANT OR SIDEWALK AROUND FULL PERIMETER. TYP. SLAB REINFORCEMENT DETAIL/ SECTION @ SHORT SIDE OF SLAB 2 SCALE: NOT TO SCALE TYP. ALL REBAR INTERSECTIONS STOP VIEW 1 RFSAR TE WIRE MAT 13 TWIST MN. ` ELEVATION VIEW / .TIE WIRE REBAR SPLICE Z 0 12. O.0 a MORTAR JOINT- N TYPICAL SLAB REINFORCEMENT DETAIL/ SECTION @ LONG SIDE OF SLAB 1 SCALE: NOT TO SCALE Restroom Facilities Limited 400 WASTERNROAD RENO,NEVADA 89506 (775) 3273060 Thi. moteri.l G M e.cluM pzapeM or RESTROOM FALIMb. (!rye vwp.nY) aiM sryoll not Oe d��.a .PREPRESIDEHr or u,. cDMPAm 0, . authoazea Ey COW n_1"iN Ow COMPANY. ORROOMFACMM 2003 RUROING AND METHOD OF CONSTRUCTION PATENT 4.4 .G09. OTHER US k FOREIGN PATENTS PENDING. Er w m D D z z 0 U 0 0 a �`- U F -Q a C) w_j d� Z W_ O U - !i C 26936 m 1 W >- W EXP 3131!11 / Lu DEC 0 2 20 a Z CIv1L ��P . L) m ADD J5 REBAR �OFCPL�FO¢ LU L w TO WATER SUPPLY TO * MAIN I TOP AND BOTTOM \ a \ 7 / c /.f r��n RESTROOM 4 REBAR TO SUPPORT FLOOR DRAIN 0 +. TOP k BOTTOM f5 REBAR MAT (SEE SLAB REINFORCEMENT PLAN) MECH ROOM N+ k11 Np. ------SLAB OPENING o P TRAP (MUDWS VAW PER JOB) NO HUB DRAIN FLOOR DRAIN DETAIL 5 SCALE : NOT TO SCALE 1"0x12"x2"HK. J -BOLT SHEAR CONN. 0 12"MX. O.C. -FULL WELDED ALL AROUND ON ANGLE BEAM ANGLE BEAM 8"x4"x1 /2 —� [ � � D 24" C. b 'aa. i,F9>am44. .a 4"a e"x (`s 5A ,BW pl'E"anesa�*,�. l §� � .,,� aild `C,cne taL8alc4,".x1/2"„A OLE BAR_ � ..� I �El #FORE MENT rF,i�t'W—, Gved t[TEE rs ibv lvsl Npproval agp!j;a y for G T E FTER 0 EDGE OF THE SLAB. �SECTTONT: PAA,%1AFAC7,rL -,ED HGUSp.q,q& A MOD. LINE IS FULL LENGTH =:3d .viwhV,IP�L OR SPECiAL PLII Fb:)T f S (TYP. BOTH SIDES) r.� CO€� Tv"IERCIIAL 9OL"L�LAR Te cr`n?nl1S leaiie iu'/Ieb3S€ according 1a ai ' P6yttr2i 6t'Rf5 fT i, r' CaF_ O.n;a do Q# reg( aE'.0E,.STSLA "OPENING ANGLE BEAM o�,tIE �u31s • � rc Chapter .�6cE�as:;,.�: � T�•, ' _ . '� `°I ly "'� f c h �.=REI.NFORCEMENT DETAIL 's F,,`::. G;.iGs`1S. f?ai; C°1C': E":SL`` {+ §O€Ti l.?eES7f:P wit, e "�Pg: !, s+ :eE`v'S by C.M.J. Erig E�o�.F[ � _ at'E; a's'• c'iY,. .e s:w a;�Glvs:�: the yes a a 41.=.. �t a SCALE: NOT TO SCALE exprmse;, or O and ars Lzoi � .v ;..d ta;tl3 any S. A P P `>:0 `17D - 'JAN 2 6 2011 APR 3 0 ng 3 155 r o a N o I f 0 0 0 J J o m z LD ~ m w � 00 3 w a a o 0 °¢ P' 7 1/?' 1'—P' STUDS FASTENI TS WALL CAP ' TEK SCREWS C POWER ACTIVAT NAILS ® 24" C 1 CMU BLOCK TO BLOCK CMU:NVtA-Lt C01 t', ER 20 - CMu SCALE . NTS TYPICAL Typ c.AL^� "gam U - gg, g� p '@L°� _�_ q;' $ y.i�up�¢`�i-.Jo a 8nc. a &. epfd€ 6s 'g'o°nt —o[;' �'tro 7. R X5,;"2. Lu J zLu O tL 9 ��R.��"--.u.�'E-T (qp�y 6J E d �✓�`5� 5`Si.E rac7� P,,LE�?�u.:'VY.pOi g'g �'"9 ��'s'ieC G^5�.9 ee�q'A S.e �-c° pa. ate' w m >- design approval a-gency fc-7 Y Z fi //n� CC U 24" 24T' T _UNIT MANUFACTURED H :gym=US`"NG. . TYPICAL GABLE 'O w � EY d OF�aEACAL ODULA R SPECff.c.UrC END SECTION 4' X 6' X 3/16• CO . � CE.Aa� F ODUI)� � O TUBULAR STEEL _ i ri5 have ret/iE,b?ed,accor,Qinq to the e"E z4€;-- :!r,6-rs --Id in {. oae Cift4� {.''4..i( ilS Tifle 2S, -.Chapter 3. Sjbc' _-?TG^ 2.- ,--i<3a'C�J:T3q'3..lc3 rSL`$'Fdi(t. WiE r. ;✓ia::i.:_i«�``` �s tia r : �!!a for s. PI �:3 efts by CAA..I. Enginear: r . c:. � _l., P a j 8�E anaIy5!S'.:.otj4 e dasign and are not (33'Q'dEi-ice � wi=f y EMBEDMENT EMBEDMENT �. itiik; warranties".EL'`D 5/8'0 ALL THREAD TO BE FILLET WED'``'HI (4) #12 TEKS SCREWS PER 32' PANEL. CALL AROUND) AT 24' D.C. EMBED 15' MIMIMU INTO THE CMU. A7,F P1."a OV 6 D JAN 12' 6 7 011 E..�elsY'a.: TUBULAR STEEL (T.S.) DETAIL s�TLE: Ms '---4'x8'x16' CMU —13 HOR. REBAR 0 16' MAX. O.C. '--J3 VER. REBAR 0 C.L OF 4" - CMU WALL PLAN VIEW OF TYP. JAMB OR WALL END CONDITION 6 rSCALE. NOT TO SCALE INTERIOR SHEAR WALL TO ROOF CONNECTION DETAIL OSCALE: MS SCREWS EACH LEG METAL CHANNEL 4X6X1/8T.S.- 21@48'OX CMU - INTERIOR WALL TO OROOF DECK CONNECTION .DETAIL SCALE: MS POWER ACTIVATED NAILS 2 @ 16. O.C. -4' • Restroom :s Facilities Limited 400 VMMT.RN ROAD RENO,NEVADA 84506 M5) 327.6060 Thi¢ n"t...1 is Ne —..N. property or flESTRDOM FACLLfllEB (the wmp d andulshall h reproauceor aloen no.rt waNe wrmee p. to t. m rtnimio, or Ne PREBIDEM or Uw COMPANY ar ae eumormea In wrlNen wnlrat wiN Ne COMPINT. 0,MOOM FACBBIFS 2003 BUILDING AND METHOD OF GONSrflUMM PATENT 4,485.608. OTHER U5. k FOROGN PATENTS PENDING t w m z z z 0 U - 0 O tr a U � a0 Lu J zLu O tL w m >- Y Z fi //n� CC U V � w 'O w � EY d O co N I O t � 1 � O O m O t t z m m Z j o F m W > 3 3 w a. a. a. o v a J Z U H O Q W U W IA Q S8-2 SHEET TYPICAL %" @12" O.CCN 1/8" 1/8" lu'T[.Yi7►1lald RIDGE BOX BEAM 3)AT BEAM POCKET crA) � a n(n-r -rn cr•AI G #12 TEK SCREWS @ 12" O.C. EVERY 32" PANEL OVERLAP ROOF DIAPHRAM NAILING PER SCHEDULE SO -0 ROOF DIAPHRAGM SECTION 5 (TYPICAL) DSh- (2) 8 X 2 X 3/16" T.S. BEAM POCKET TO BE 3718" WIDE. P O E g�� !gn appro a.1 agency for � EH R c g�sa&.�.5 ��,aP^^e R 'a.: E"4S 6"- 4...• , ["'t L r•! 4s�'b-s-�e4Fr°Ys•Fa:;�:�.. r�'S'6.E's.Y t..a"-�.c; 'Tk>c,r. Wails have reviuys< ri accor i ;j to the Code of ;'(,,;s s,eW2S, Chapter 31 r„tf ianc2 4n'"` �µ an&' 4';,-2iAc� ;ons. Pian':eviaws 6y �_ „s, Eitg,'''�'• r ` - ::fJ?7?r? z. i2E R3t'a'z"s a?-,aiysis ill the design and are t8oi 'Ie;,P essed or imp -Ned warranties. APPROVED ,(�N 2 2011 Flan Arproval No. C;MJ-&/'---/ APR 3 0 201,2 4" X 6" X 3/16" T.S. 20 1/8' 12" @ EDGES & BEA 7 32" n%/rPi eo rwvl Vlt1r1 �rvy�i-� L/`1I vv � OAND NAILING PLAN SCALE: NTS CORRUGATED METAL - (4) # 12 TE KS SCREWS PER 32" PANEL a4, s A =0 N C 26936 EXP 3/31/11 .0 02 201 ROOF CONNECTION CMU @ BLOCK EXTERIOR WALL 1 SCALE : NOT TO SCALE Restroom 11 0-15 Facilities Limited 400 WESTERN ROAD REN0;NE('ADA"89505'-'" " (775) 3276060 — m t—1 i the extl — P,Ay d RE OOM FACILII (Na ompony) vad c"vll not be rcpradazd or d W.b b othm without ik of the PNE-I of N P"Z"ioa COMPNJY or va oamora°a br w,inaa oatroat w;m O" COMPANY. 0 RESfN00M M=a 2003 DOIU)INC ANO METHOD OF OONSIROLTION PATE!" 4.08. OTHER US k FOREIGN PAlEPATDNiS PENDING. I rr W m Z Z O O O O a V L a0 :) W J Z Lu 0 L F- V) cn 0� wY Z W W 0 ix a O 0 1-4t � I t 0 0 0 +� o t t o m m Z m W 00 3 w a W v c=i 00 S8-3 SHEET __..__-y.._-_PLUMBING FIXTURE__SCL.HEDULE.. ,NOTES: 1.. ALL . FIELD INSTALLED PLUMBING SHALL BE SUBJECT TO LOCAL JURISDICTION APPROVAL. 2. WATER PRESSURE IS 60 LBS. SET FROM PRESSURE REDUCING VALVE AND MAX. DEVELOPED LENGTH IS 20 FEET. 3. ALL WATER PIPE DRAINS TO BE AT THE LOWEST POINT AND FITTED WITH A HIGH POINT PET COCK FOR SYSTEM DRAINAGE. 1 *% �4CaF&r th i rd party for R(- C0A.': Y.. �4- =an � T @Fly as4 _ OSE k s . These pia tS loave nor; .. -: 4" ssxlm%u AR tiaFs' Cr tP ., - rn io the s-ec;'irer.q:-n(f found in I`se £R��;' 3. Subchanfer G. The ;ryieh a'e at-, �' 2 u C "siic`3G' iS. F�)'aIi "�,� •<, F r a, cablS avvs CO::':,'�.:i9i3ea3±sV d5i5 t.... 'S' ,(....is;..`s. sfL?'S�c.�Ti3: , �P`•C-. b not 2 t' 2�na' x e` D�'i:isS`t itis:: - u C\ .."s?GSE't� :.Ad' iIT?r i;t3C v,,-41!"' I " 'r1i F u..' 4H�4' t(:`'. any APPROVED JAS 2 6 2011 Plan Apprcvai;c�41o. EXPIPES APR 3 0 2012 7.3. 15 5 10 Restroom Facilities Limited 1_400 WESTERN ROAD ' RPNO,NRVADA 89506 (775)327.6060 Thb mvteNvl T" exv property of RESTROOMM FAtILRIESES (Ne ren Uml>mno e"a .n"n "ee a h.a r die p.r b Nem wPvu! lne "11h Pe,.- yr . PRESIOFNt y Na COMPANY yr as vutM1vrixM h written contract wRM1 Ine COMPANY. ®R6 W. FAC M 2003 BUIIDINO AND MEMOD OF CONSTRUCTION PAI 4.485.608. OTHER U.S. k FOROCN PAlEN15 PENDING. I ir w M z z z O U 0 O a_ d U Q CL Cj Ln W J z H LLD O 6� Ln �- W Lu � uj z q� UV I w w & ly D. `u P0_1 SHEET PIPE SCHEDULE _.._....... SERVICE ROUGH -IN PIPE MATERIAL N z FIXTUREt- DESCRIPTION o3 i3 3 > > U U a Fo < w w ACORN - STAINLESS STEEL FIXTURES G n w aC U O 3 a O 0 od Z w U v W WATER q„ 2„ ACORN/MURDOCK SUPER SECUR 1001R-2-3-4-5-6-7 4 w Z 4 CLOSET 1„ J 5-1.6ES-S-9L- FLUSH VA L P R 157 O O a O Ov~i w TP-ELI 54 '1K w w F 4, URINAL g/q� TYPE OF SERVICE 2" 2" CORN/MURDOC 5 E S C 3_ 2, J O SENSOR KA 4 V D � N m U REMARKS F 54 ABOVE GROUND • 2 TRANSFORMERS FOR W.C. & URINAL WATER BELOW GROUND • ACORN/MURDOCK SUPER SECUR 1013A9-2-5 4 ^ `t LAVATORY 1/2" ABOVE GROUND 2" Y' FAUCET: SLOAN OPTIMA ETF-600-P-ETF233,(4) TRANSFORMERS • DRAINAGE BELOW GROUND SENSOR ACTIVATED ELECTRONIC HAND WASHING FAUCET 81 1 S WALL SLEEVES ABOVEGROUND WALL SLEEVES • MISCELLANEOUS. - PLUMBING, ACCESSORIES �K INT. WOODFORD #24P-3/4 WITH INTEGRAL VACUUM BREAKER 1 TO MATCH ROOF 1 HOSE 3/4" 10 RFL # 41000 1--r— BIB FLOOR ZURN- Z415-90-2NH WITH 5" B STRAINER- FOR FLOOR DRAIN @ RE5TROOMS 4 4 DRAIN (TRAP IN PLUMBING CHASE)(41505) PRESSURE 1/4" PASCO 1/4" X160 LB GAUGE 2 2 GAUGE 'RFL # 41005 * PRESSURE REDUCING VALVE: WATTS REGULATOR #25AUB (41430) BYPASS 1 1/2„ FILTER: AMERICAN PLUMBER # W15-PR,PRESSURE RANGE: 30-90 PSI. 1 1 VALVE FILTER: RFL # 41415 COMBO HOUSING: AW15-PR (RFL # 41420) TRAP PRIMERS DRAWING 5 / S8-1 [j 4 TRAP SLOAN SP -50306545 PRIMER (RFL # 40990) 8" ROUND CHRISTY BOX (RFL # 41932) 212 CHRISTY BOX ONE MARKED "WATER" (RFL # 41931) ONE MARKED "SEWER" (RFL # 41930) STOP AND AT SERVICE HOOK-UP 1 1 DRAIN VALVE IY" RFL # 41440 ' 1 1 CLEANOUT 4" AT SERVICE HOOK-UP 1 1 DRINKING HAWS MODEL# 1119 WALL MOUNTED FOUNTAIN * - INSTALLED IN ALL CHASES ,NOTES: 1.. ALL . FIELD INSTALLED PLUMBING SHALL BE SUBJECT TO LOCAL JURISDICTION APPROVAL. 2. WATER PRESSURE IS 60 LBS. SET FROM PRESSURE REDUCING VALVE AND MAX. DEVELOPED LENGTH IS 20 FEET. 3. ALL WATER PIPE DRAINS TO BE AT THE LOWEST POINT AND FITTED WITH A HIGH POINT PET COCK FOR SYSTEM DRAINAGE. 1 *% �4CaF&r th i rd party for R(- C0A.': Y.. �4- =an � T @Fly as4 _ OSE k s . These pia tS loave nor; .. -: 4" ssxlm%u AR tiaFs' Cr tP ., - rn io the s-ec;'irer.q:-n(f found in I`se £R��;' 3. Subchanfer G. The ;ryieh a'e at-, �' 2 u C "siic`3G' iS. F�)'aIi "�,� •<, F r a, cablS avvs CO::':,'�.:i9i3ea3±sV d5i5 t.... 'S' ,(....is;..`s. sfL?'S�c.�Ti3: , �P`•C-. b not 2 t' 2�na' x e` D�'i:isS`t itis:: - u C\ .."s?GSE't� :.Ad' iIT?r i;t3C v,,-41!"' I " 'r1i F u..' 4H�4' t(:`'. any APPROVED JAS 2 6 2011 Plan Apprcvai;c�41o. EXPIPES APR 3 0 2012 7.3. 15 5 10 Restroom Facilities Limited 1_400 WESTERN ROAD ' RPNO,NRVADA 89506 (775)327.6060 Thb mvteNvl T" exv property of RESTROOMM FAtILRIESES (Ne ren Uml>mno e"a .n"n "ee a h.a r die p.r b Nem wPvu! lne "11h Pe,.- yr . PRESIOFNt y Na COMPANY yr as vutM1vrixM h written contract wRM1 Ine COMPANY. ®R6 W. FAC M 2003 BUIIDINO AND MEMOD OF CONSTRUCTION PAI 4.485.608. OTHER U.S. k FOROCN PAlEN15 PENDING. I ir w M z z z O U 0 O a_ d U Q CL Cj Ln W J z H LLD O 6� Ln �- W Lu � uj z q� UV I w w & ly D. `u P0_1 SHEET PIPE SCHEDULE _.._....... PIPE MATERIAL i > U U a w w 0- O a O 0 od Z w U v W o w w Z Mw 0 w N J Y O O a O Ov~i w W w w F ULL �U cin TYPE OF SERVICE a. u N V D � N m U REMARKS F ABOVE GROUND • WATER BELOW GROUND • SANITARY ABOVE GROUND • DRAINAGE BELOW GROUND • ABOVEGROUND • SANITARY - ABOVE ROOFPAINT :*1 TO MATCH ROOF VENT BELOW GROUND 1 10 -9— 1--r— ,NOTES: 1.. ALL . FIELD INSTALLED PLUMBING SHALL BE SUBJECT TO LOCAL JURISDICTION APPROVAL. 2. WATER PRESSURE IS 60 LBS. SET FROM PRESSURE REDUCING VALVE AND MAX. DEVELOPED LENGTH IS 20 FEET. 3. ALL WATER PIPE DRAINS TO BE AT THE LOWEST POINT AND FITTED WITH A HIGH POINT PET COCK FOR SYSTEM DRAINAGE. 1 *% �4CaF&r th i rd party for R(- C0A.': Y.. �4- =an � T @Fly as4 _ OSE k s . These pia tS loave nor; .. -: 4" ssxlm%u AR tiaFs' Cr tP ., - rn io the s-ec;'irer.q:-n(f found in I`se £R��;' 3. Subchanfer G. The ;ryieh a'e at-, �' 2 u C "siic`3G' iS. F�)'aIi "�,� •<, F r a, cablS avvs CO::':,'�.:i9i3ea3±sV d5i5 t.... 'S' ,(....is;..`s. sfL?'S�c.�Ti3: , �P`•C-. b not 2 t' 2�na' x e` D�'i:isS`t itis:: - u C\ .."s?GSE't� :.Ad' iIT?r i;t3C v,,-41!"' I " 'r1i F u..' 4H�4' t(:`'. any APPROVED JAS 2 6 2011 Plan Apprcvai;c�41o. EXPIPES APR 3 0 2012 7.3. 15 5 10 Restroom Facilities Limited 1_400 WESTERN ROAD ' RPNO,NRVADA 89506 (775)327.6060 Thb mvteNvl T" exv property of RESTROOMM FAtILRIESES (Ne ren Uml>mno e"a .n"n "ee a h.a r die p.r b Nem wPvu! lne "11h Pe,.- yr . PRESIOFNt y Na COMPANY yr as vutM1vrixM h written contract wRM1 Ine COMPANY. ®R6 W. FAC M 2003 BUIIDINO AND MEMOD OF CONSTRUCTION PAI 4.485.608. OTHER U.S. k FOROCN PAlEN15 PENDING. I ir w M z z z O U 0 O a_ d U Q CL Cj Ln W J z H LLD O 6� Ln �- W Lu � uj z q� UV I w w & ly D. `u P0_1 SHEET 4" VTR A P P ROVE D JMpj Pia,n Approval No. Chfij---&Y�A /7-3 r -x APR 3 0 Zff- -, - p FE F, HIGH POINT BLEED VALVE RESSURE a PLY LAYOUT P 0 3-/55 Restroom f Limited 400 WESTERN ROAD REN0,NLIVADA 89506 (775) 3276060 P, Ra Pmmisalan et me PRUIDEW -f the —pM'Y Un COMPANY. ®RESTROOM —M. 200 BURRING AND METHOD OF GONSTRMN PAMW 4.485,608. O M U.S. & FOREIGNPATENS PENDING. I m LJ in 2 D Z UNISEX Al qALL ADDITIONAL ELECTRICAL CONDUIT PIPING FOR VORTEX COMMAND CENTER PROVIDED AND INSTALLED BY OTHERS CHASE/STORAGE UNISEX ' _O O0000��00000 000a00000000.=o�Aj1 UNISEX VORTEX COMMAND CENTER FOR SPLASHPAD 8"0 ROUND CHRISTY BO MARKED "SEWER", WITH CLEANOUT1500 0 - -, to ¢ i . P " 0 00=_ UNISEX t P.O.GJa Ena ino, .1ing7 Ines;,. a�e=p ,prise n H0-jS; a�a 4'unit F •�e�i, elcup.-ment stp� s ';� feURISEK a3 ky , .;- gn approval agenc) �,For o0 00 00 ?, AN'. = '�`F � d6OEEF P,!-,lG, o� Wu iMlERis rv1'+>r9DV,-6^t'te a F '1„i3,F-" Pue vu* ro F y 1-N^� R� yy ac a� a.sredL,�'ve`a These plans have reVie :?c4 Fcccv rdS:tg to V -ie rC;yd.f'f'en > i§ foun a in the Cifa-nia Code of -gp =3. C hap--;,- a. S,""...z >ii` 2. Tisa 13 girr'. €iappiica t is sole't, for cc rp3i;3rt+ w I.^. fl jir"•i:cah4 ' 3l*TS and a'aouialiofE,s. Plan rereis rs tai cm.j. Eia•meei', Ssrr:'a c'JIY'prvi>ensive ar3aiysis of the design and arf not yL,t'ovic.F:`.'4Siuiih atido e;• :evs d or implied -vuarrEIties. p =gg VED JAN 2 6 20 _ SEWER & VENT LINE"I""���a_—� S l (—,�—LAYOUT PLAN sr:.� APR 3_0��it2___ _ _ _- SCALE: 1/4" = 1'-0" Z WATER SUPPLY LAYOUT PLAN SCALE: 1/4" = 1'-0" I Restroom Facilities Limited 400 WESTERN ROAD RENO, NEVADA 89506 (775)3276060 ilea m 1t 1 A IM1e czciuzrva pmparfy If RESTROOM FACNOFS (iM1e nmpany) and zM1ell not be rePme MI or eia pep b If xRRE5R Ne xetten permiazbn of Ne ..ft,I NT y 1M1z COMPANY ar pa Oumonxee M nntten canVpcl xilN t - COMPANY. ®RESRtOWM FA MIM 2003 ,_ING ANO MMOO OF CONSTRUCRON PATEN 4,cB5,60B. OVER U.S. h FOREIGN PATENS PFNOINC. z F- F— c 0 Of d Y Q cy U Q d C) Z) Lu -j z ujH m OLL Ln tr Ln Ld w Lu zry Y W Q9 ED U WU W w �'o w cy w a- 0 00 N O ri t 1 Ld LJ W Q Q Q O O m � 1 } zO}0 in z ~ m w > 0 3Q w a d Q U Q (� z V z a a2:0 Z)0 U) J J ELI CL LL_ P2 -1 SHEET CD Cnw ELECTRICAL FIXTURE HEIGHT SCHEDULE ELECTRICAL FIXTURE SCHEDULE W � AT CENTER LINE FIXTURE OR TOP OF FIXTURE o QTY SYM SYM DESCRIPTION FLOURESCENT LIGHT EXT MOUNTED TO LIGHT plan elev. UNDERSIDE OF W/PC MID -SPAN BEAM M ILE MP9 FL— stm watts 225 AMP. MAIN BREAKER 120/208V, 30 —4W 1 1 36' deD. (h Pahel EP TC NEMA 1, 42 CIR. ELEC. PANEL W/ SNAP IN BREAKERS. CUTLER HAMMER MODEL #3BR4242B225 SERIES AA 1 OF PANEL 1 TYPE -1 ENCLOSURES OR EQUAL 1 EP TC 1 SINGLE POLE OVERRIDE SWITCH FOR EXT. LIGHTS ® N LEVITON 1451-2W, 15 AMP (50635) 1 1 GFI GFI GROUND FAULT INTERRUPTION CIRCUIT RECEPTACLE INTERIOR > o co ' To Bottom of DEVICE LEVITON MODEL 7899-1 20A 125 V. OD 1 0 1 N ` SINGLE POLE SWITCH — HUBBLE CS120W— 20 AMP (50592) 4 4 o MOUNTED m ® HERCULUX H1212FL—C-26Q OR EQUAL BLACK HOUSING, CLEAR DIFFUSER Typical in Mechanical Chase iD ,>, 2BW DISCONNED 5 to SWITCH UNDER COUNTER "c �O :: ' 'Qj CONTROLLED BY TIME CLOCK v 4 4 ® KENALL M013EL—PIA-26Q-1-120 BLACK HOUSING, CLEAR DIFFUSER FINISHED v u �, 26W PHOTOCELL ON ONE LIGHT W/ OVER RIDE SWITCH IN CHASE. 3 3 �—� w� LITHONIA LB 232 4' FLOURESCENT HAND DRYERS LIGHTIN MAI PANEL RADIAN HEATER'S ELEVATIONS 4 4 PLAN VIEW 0 HAND DRYER CONCEALED: "FASTAIRE" HD -03" 1 TC TC TIME CLOCK: INTERMATIC T101 Q BASE to PP ei 1 FOR INTERIOR 17" x 24" CHRISTY BOX MARKED "ELECTRICAL" 1 ] ELECTRIC BOX: RFL # 41938 LID: RFL # 41937 SECURITRON ELECTRONIC LOCKING SYSTEM: 6 4 4 E—LOCKS POWER SUPPLY (24V REQ Y, EXIT MOTION SENSOR (XMS) EXIT PUSH BUTT N (EB2 , MAGLOCK M62 (24V MAXICOM CONTROLLER PROVIDED & INSTALLED BY OTHERS 4 4 LEVITON R02—CR20—W, 2P. 20 AMP, 125V RECEPTACLE (50591) REFER TO LEGEND ABOVE FOR ALL MOUNTING HEIGHTS AND OR P2-1 AND E2-1 � � _ P� .s ae F >r a �..'t'yb :.3 rj�nfIeSdt , Housing an d �.:.o3 FFt _a;:. v:4i O :;la" px F: f :" e'r Cr��sr'�k�g� third �3ai�y r R;: "(. C" cf''SFl P7 �'C:A ':'�. �Ei,o �G j<.EE tbi"3..T?.,�..3"a:`s "a �V C 0 N.s&°._rR Pt R,.P, 0 a SP 0 I PURP0St— These plans have;cord nq to tt e requirements found in the Case€orn a Code of R t=.:..0 , Tit'se 2� Cha�;;er " Subchapter 2. e ' Th_ for ^E96} piicanca' Witi'6 all apoicable laws and rPau"'60nr. i'iUr, b vu�i.J. E:7s�l?t>,n_e3lT, {lO. are` not u -fire +dCry.;'„ti 3!'666 33'£; ni3.t jJ€"Cat;?C3EiL lh-Rh any exoressed or APF RO VE-__J"AN_2 6.2 011 Plan Approval al No. 'C�J- EXPiPES APR 3 0 2WtZ a Restroom Facilities Limited 400 WESTERN ROAD RENO, NEVADA 89506 (775)727-6060 This a tt- ie the e+clairve Ph,P,,ly of RESTROOM FMILRIES (the omP.') and shell not o re0 od - r ee: he.o to Ih.. withwt the wntten Pl m `i of the PRESIDEW of the COMPM or as aalhonxeE by contract 'it" the COMPN ORESTROOM FACOIRES ]003 RDILDING _a MERI00 OF COTNEN U.SO. F.NEIGN� anTENiS PENDING P t w m z z z 0 U 0 O 4. Q U cn CL p ::) W J d Z H � 0 u- m I— L0 CZ w LJ W Y z ct� Q w m U W` U X w L O w O_ 01 0 0 LLI W LJ o 0 0 O O mm z I- m 0 ALU U w w Z L O o ¢ w a J U H OW a U it W O ” J L01 w Z 7.3e -,ss Eo - 1 ELECTRICAL FIXTURE HEIGHT SCHEDULE 1. FIXTURES SHALL BE MOUNTED AT THESE HEIGHTS UNLESS NOTED OTHERWISE 2. DIMS ARE FROM FINISH FLOOR TO BOTTOM OF FIXTURE UNLESS NOTED AT CENTER LINE FIXTURE OR TOP OF FIXTURE TOP OF MECH RM WALL FLOURESCENT LIGHT EXT MOUNTED TO LIGHT UNDERSIDE OF W/PC MID -SPAN BEAM M > FL— stm watts TOP OF FRP Restrooms WTOP OF PANEL C O m EP TC ® N ABOVE COUNTER N � > o co ' To Bottom of DEVICE v OD 0 EXTERIOR L N - OSURFACE N o MOUNTED m lu Typical in Mechanical Chase iD ,>, DISCONNED 5 to SWITCH UNDER COUNTER "c �O :: ' 'Qj d" r o v d" DEVICECIL - S ? Mechanical Chase FINISHED v u �, N FLOOR HAND DRYERS LIGHTIN MAI PANEL RADIAN HEATER'S ELEVATIONS H HFA PLAN VIEW 0 HP METER 36" oleo. BASE to PP ei � � _ P� .s ae F >r a �..'t'yb :.3 rj�nfIeSdt , Housing an d �.:.o3 FFt _a;:. v:4i O :;la" px F: f :" e'r Cr��sr'�k�g� third �3ai�y r R;: "(. C" cf''SFl P7 �'C:A ':'�. �Ei,o �G j<.EE tbi"3..T?.,�..3"a:`s "a �V C 0 N.s&°._rR Pt R,.P, 0 a SP 0 I PURP0St— These plans have;cord nq to tt e requirements found in the Case€orn a Code of R t=.:..0 , Tit'se 2� Cha�;;er " Subchapter 2. e ' Th_ for ^E96} piicanca' Witi'6 all apoicable laws and rPau"'60nr. i'iUr, b vu�i.J. E:7s�l?t>,n_e3lT, {lO. are` not u -fire +dCry.;'„ti 3!'666 33'£; ni3.t jJ€"Cat;?C3EiL lh-Rh any exoressed or APF RO VE-__J"AN_2 6.2 011 Plan Approval al No. 'C�J- EXPiPES APR 3 0 2WtZ a Restroom Facilities Limited 400 WESTERN ROAD RENO, NEVADA 89506 (775)727-6060 This a tt- ie the e+clairve Ph,P,,ly of RESTROOM FMILRIES (the omP.') and shell not o re0 od - r ee: he.o to Ih.. withwt the wntten Pl m `i of the PRESIDEW of the COMPM or as aalhonxeE by contract 'it" the COMPN ORESTROOM FACOIRES ]003 RDILDING _a MERI00 OF COTNEN U.SO. F.NEIGN� anTENiS PENDING P t w m z z z 0 U 0 O 4. Q U cn CL p ::) W J d Z H � 0 u- m I— L0 CZ w LJ W Y z ct� Q w m U W` U X w L O w O_ 01 0 0 LLI W LJ o 0 0 O O mm z I- m 0 ALU U w w Z L O o ¢ w a J U H OW a U it W O ” J L01 w Z 7.3e -,ss Eo - 1 e ELECTRICAL PANEL SCHEDULE TYPE DIRECTORY LOAD BKR CIR CIR BKR LOAD DIRECTORY TYPE LIGHTS/TC RESTROOMS 100 20/1 1 2 20/1 70 EXTERIOR LIGHTS/PC LIGHTS/SW CHASE/STORAGE 100 20/1 3 4 20/1 100 __CHASE/STORAGE GFI HAND DRYER RESTROOM 1600 20/1 5 6 20/1 1600 RESTROOM HAND DRYER HAND DRYER RESTROOM 1600 20/1 7 8 20/1 1600 RESTROOM HAND DRYER MAGLOCKS RESTROOM 100 20/1 g 10 20/1 100 RESTROOM SINK WC/URINAL RESTROOM 100 20/1 11 12 20/1 100 RESTROOM WC/URINAL SPARE 1 14 SPARE SPARE 1 16 SPARE SPARE 1 18 SPARE SPARE 19-- 20 SPARE SPARE 2 22 SPARE SPARE 2 24 SPARE SPARE 25-4--26 SPARE SPARE 2 28 SPARE SPARE 2 30 SPARE SPARE 3 32 SPARE SPARE 33--(--34 SPARE SPARE 3 36 SPARE SPARE 37--(--38__ SPARE SPARE 39---40-- SPARE SPARE 4 42 SPARE PANEL: 225 IN BREAKER CONNECTED LOAD: 2.62 KVA2a 83 A) 20 208 30 4W 2 OA MAIN BUS MTD: Q SURFACE O FLUSH A A NEUTRAL BUS: Q 100% Q 20D% BUSS: *COPPER Q ALUMINUM GROUND BUS: Q STANDARD O ISOLATED NOTES 1. COMMERCIAL GRADE BREAKERS ARE USED IN THE RESTROOMS. AIC : MAIN BREAKER : 22,000 amps. ; AIR BRANCH CIRCUIT BREAKERS : 10,000 amps. 2. ALL WIRING SHALL BE STRANDED COPPER IN EMT OR METAL CLAD CABLE. 3. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL MEET REQUIREMENTS OF U.L. IF APPLICABLE. 4. DRAWING IS SCHEMATIC ONLY AND DOES NOT NECESSARILY SHOW FINAL PHYSICAL LOCATION OF EQUIPMENT. 5. ALL BOXES, SWITCHES, PLATES SHALL BE COMMERCIAL GRADE. 6. PANEL SHALL BE LABELED TO "PANEL DIAGRAM". GROUNDING 1. PANEL TO INCLUDE UFER GROUND (20' OF #4 BARE COPPER WIRE IMBEDDED IN CONCRETE SLAB) IN PLANT 2. BOND #4 GROUND WIRE TO WATER PIPE WITH APPROVED CLAMP GROUND WIRE TO BE CLAMPED AT THE LOWEST POINT OF PIPE PROTRUDING FROM THE SURFACE ( SAND/DIRT). 3. ELECTRICAL GROUND ON WATER PIPING OVER PLASTIC IN-LINE FILTER IS ACHIEVED WITH TWO GROUND CLAMPS AND A #4 COPPER GROUND WIRE. 4. GROUND ROD TO BE NO MORE THEN 12'-0" FROM MAIN DISCONNECT LOCATED ON THE EXTERIOR OF THE BUILDING. PR OJECT SPECIFIC NOTES: N/A A P Vtz OVER - LIGHTS EXTERIOR A-21 RESTROOM A-1 TC — INT. LIGHTS — — — — WC/URINAL TRANSFORMER A-11 WC/URINAL — — TRANSFORMER A-10 SINK (4) TRANSFORMERS -3v C.'iN�x`J. ExRgt" ..ringq.. lnc. E.A:^•.r ...`6r ;�o•9',wf , a;lc Ccrnm dr'€'."'Y` De'vr<lopr'C s•: nt as S G:.s°k` .w',e .h:."" design apprzw&.J MANUF C U� -[7, n„y5.5g�:ua i iP'°f�"g`Pia ^4” �. ?:� J?.w. C se:a T4s E R C, flays$.. rv!$..tr's`..) UL..A R 0R, SF- Cr p�ssi�``� .�. �f COMIT EI "�"oAl ?n� `s R ;: �, m q3, ,�di,.,.,sh... .�...riwi 0 S•se Py ans have revic.,eu- according `o lair rr�qu:--sr;^eenr s fo'•;`lu _=1 ifornip Code of Pzecufations Tale 25; C.I:aI>tAr 3, 'fsf P;;cant to ssoiei3 re sponsiWenos compliance tAy-, all a: jaws jaws ,end regulations. Plan reviews by' C..Ir°;..1. En;n--.,..,,, ,.e.__a:st:.. Inc. r€ rift 3 :;om.prchensive analysis of u -,a de cion and 2,re B?'3t S;;:ocl: 43!V k'SJiII a.E?`r DAP-resseU or implied warranties. APPROVE � _! 2011 _ '7 Plan Approval No. Cr,,PJ- APR 3 Q 202 NOTE: A-4 CHASE GFI A-3 FL— sae rafts CHASE/ STORAGE LIGHTS ELECTRICAL S PANEL #4 UFER GROUND WIRE o A-5 (PANEL A) — — — — HAND DRYER �— — —[off A-6 �— — — — — —� T==D HAND DRYER --� I ---Do A-7 =* HAND DRYER �— — — --no A-8 HAND DRYER A-9 SECURITRON MAGLOCKS W/ GROUND CLAMP II WATERLINE — — " #4 UFER GROUNDWIRE IN CONCRETE SLAB ' C------�--- "ELECTRICAL - ALL CIRCUIT BREAKERS SHALL BE LABELED IN A MANNER THAT 5/8" x 12' CLEARLY INDICATES THE RESPECTIVE AREA OF THE STRUCTURE THEY SERVICE. THE COPPER CLAD MAIN ELECTRICAL SHUT-OFF SHALL BE IDENTIFIED WITH EITHER THE BUSINESS GROUND ROD NAME OR THE BUSINESS ADDRESS IN COMPLIANCE WITH NEC ARTICLE 70 ," (PER NEC) - r• 15-50, Restroom im Facilities Limited 400 WESTERN ROAD RENO, NEVADA 89506 (775) 327.6060 v.wmHy .1 R m0is0M ecILM egsee pne r«ee eciosee io omens PR 5 Ne ESIOEMr •ri"n Permis.ron of U 1 .1 tiCD~a COo as R Inorixa0 M v ontr"cl r"Tin Ine COMPFM' ®RESiRWM MA ES 2°03 "LOIRG — MEiM00 OF COR MCi P EM 4..185,608. OTHER U.S. k ROREIGN ATE PE. -O. ooF Ld m z z 0 0 0 0 a Y U ur) Q d C) ::) LLLJ —J Z LUH O LL m f-- Ln LJ W W � D Y (D m LU 0 z wo c,� w Ld w � 0 OD N 0 r , w w Lu O 0 p m m z r m o 0 w > W Z Y O o ¢ w a = a a o 0 a Jz Q J U 0- z a U O Fr Lu O ton J J Lo" Lu LL - E0 -2 SHEET U C= OO DO X000000= C= C= E=01 ° UNISEX i go UNISEX I ° ° r A-9 1 °° A-9' — A_ 1— I pp _A-1 (/ i —A-6 Ilk A-10- A-1 A-5-� V ° /' A-1/4k 4i \CHASE/STORAGEI 11 ..rrs C" _ e Y •;�.� -avai0'p-,j e.rt app C=i;`,-,. third ioI I oo c ( I E -C E.. A F#`d"F,`:.ry 5.' .'.3 re,. D. H,,) S!. N1 G, e. GiA' air-�...iaa'u,.....� F.,d �s E— C, c. v d"0s a—_ e', i �" PIPE _ :S 'OGi°� - 'file 2C,, ,ese pip''4 have ee%,;c- e VORTEX COMMANDnzv- l YraYy^;: 'k•t' Nk' I I I I ENTER FOR SPLASHPAD e'!h'8• Ii+ is.±i�i.J. '�:` ��'=r9€? �. �^G. I� :IUE nyy �;-r• prL3vi6;> J vvit17 anY ts'I Al i:` €ft Ci ^u�:+'., I<�� 1 I SECURITRON PANEL \ I I I / e .pry,, sssd Or iln'Wied twa,-va Yf 0F" Y A-7—, A-8-' � JAN 262011 — J \ i it/ \ 1 ° Q ( [= G= [= O C� C A-10/ o0 0000 0 0 0 �' -:=•--�-: a AFS �. 3 0 2� ____--�___...____._._.._.-�, IN SLAB (-n P) UNISEX / r A-9 Go I A-9— — UNISEX -A-10 A x24"RISBOXMARED jff7 ECTRICAL"FL 41938 8, 41937) �\ J.A-2 1 � � LL ADDITIONAL ELECTRICAL CONDI AND PIPING FOR VORTEX COMMAND CENTER PROVIDED AND INSTALLED -A-10 ❑o ELECTRICAL 0 PLAN SCALE: 1/4" = 1'-0" • 400 RE[ (77: n Propel PK .E M Ca OT Restroom Facilities Limited WESTERN ROAD O, NEVADA 89506 327-6060 n,ae,;ol a the excware y of RESIROON FACILIT16 (tne amceE o � snail not ue a , mumCca to m ins ins wrinen Peemiaion o+ IDE � n r tna CLAMP wci .an inz Y wri m COMPNJY.n �RESTRODM FAODRIES 2111 iUIIDING uVD METHOD OF SfRUCRON PATENT 4.485,!%18. iER U5. A FOREIGN PATENS PENDING. W M Z Ln LIQ -� z� O Li- ch Lm F- Ln LJ rw LU / \ z LL w ED U W wLdlUJ ,� � a O Co N O ,-, I I CD O O o O m m z 1— °] 0 j U 0 QW IL a 0 v a -jz U �CL z� ,v0 J owu- E2-1 SHEET r;