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HomeMy WebLinkAboutP_5231_SOR300--621114 P3 S3 -BIG BEN CONSTRUCTION CO. -PG 001 OF 005 (P3 S3) 2 SETS.TIF -6/2/2014 10:38:08 PM VlCTORIA ST VICINITY MAP NOT TO SCALE SYMBOL • POWER POLE OSCO SANITARY SEWER CLEANOUT ® SANITARY SEWER MANHOLE ® STORM DRAIN MANHOLE fl FIRE HYDRAIH CJl'IM WATER METER BOX & SER\/IC:l': CJPB PULL BOX □GM GAS METER ®WV WATER VAL Vf. POWER POLE ANCHOR a MONUMENl ~x-x-x-FENCE ===----BU)CKWALL TREE Q {J SHRUBBERY = -="" -= ASPHALT PAVEMENT EROSION CONTROL CITY OF IRVINE UNl'i£R$11'l :±4:(::;:::::;: BRICKWALK I : • : .I COf-4CRETE f-a-:IL¼'.d BUILDING ·----· EXISTINC CONSTRUCTION --•· -··· PROPERTY LINE ---·-NEW CONS'IRUCT!ON ---If.--~ CEt-lTERUNE'. ----S----SEWER UNE --.. -W--··-WATER LINE ~ --G---GAS, LINE --E-ELECTRICAL LINE ~T-TELEPHONE LINE -CATV-·· CABLEVISIO,! UNE --SP-SPRINKLER SYSTEM ---¢ STREET UGl'lT --er SIGN L TEMPORARY EROSION CONTROL PLANS /\RE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BEiWEEN 0CTOBF.R 15 AND MAY 15, 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL Bl:'. IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABIUTY Of RAIN EXCEEDS 50 PERCENT. 4. TEMPORARY DESILTING BASINS WHEN REQUIRElil, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. :JNDERGRilUND SERVlCE ALERT OF S□UiHERN CAL.IF□RNlA PUBLIC WORKS DEPARTMENT BENCHMARK BM 3M-29-9if ELEV: 192. 498 . (NA\i!lB8) FD 3 3/4" OCS ALUMltlUM 0ENCHMARK DISK STAMPED ".lM-29-99' SET !N THE TOP NORlHEAST CORNER Of A 5.0 fT 61 15.6 fT CONCRE!l' CATCH 8!\SIN. MONUll£NT IS LOCATED IN 'rHE SOlilll-1!:AS'IUllY CORNER OF iH£ INTERSECTION OF BONITA CANYON RD AND MESA ',IEW, 50 FT SOl!THtRl Y Of THE CENTERLINE Of 80NITA CANYON RD AND 80 FT EASTERLY O!' THI'. Cl:NTERUNE O!' MESA IAEW. MONUMENT IS SET l£\i!'l WfTH $1DEl'/Al.K MIGUEL ARK RESTROOM REPLACEMENT co TRA T No. C-5541 APPROVED:<::::j) PUBLIC WORKS DIRECTOR R.C.E. NO. 47961 APPROVEO: f ~. A. ~:!!!&. ti DEPUTY P.W. DIRECTOR/ CITY ENGINEER R.C.E. NO. 44223 ) DATE: •.• t .. U• /&I DATE: 1./'1,.f/i hot4 I PROJECT ~. ~ LOCATION . NTS SHEET INDEX MAP TITLE SHEET PRECISE GRADING PLAN STRIPING PtAN LOCATION SHEET 1 SHEEr 2-3 SHCET 4 SHEET 5 EROSION CONTROL PLAN ENGINEER REVISIONS NO. DATE •• CONSULTANTS 1 INC. CIVIL ENGINEERS 12371 lewis St. 03 Gol':1\,n Grove CA. 92840 P. 714-740--Be40 F. 714-740--8842 APPROVAL GENERAL NOTES , • 1. AU_ WORK DEfAlttD 0111 THESE PLANS TO BE PERFORM!':D UNDER CONTRACT SHALL BE CONSTRUCTED 1N ACCORDANCE 1'11TH THE "STANDARD SPECIFICATIONS FOR PUBI.IC WORKS CONSTRUCTiott, 2010 E:011!0!11 AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERWISE STA TED II,! THE CITY'S ST AND ARD SPECIAL PRO\/lSlONS, OR IN rr11s CONTRACT'S SPECIAL PROVISIONS. • 2. EXISTING UNDERGROUND UTILITIES ARE SHOl',N AS PER AVAILABLE REtOROS. THE • CONTRACTOR Sl-tALL BE RESPONSIBLE fOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN 11-lE FIELD PR!QR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRAD!::. COLOR, DIMENSION,. AND f!NiSH TO ADJOINING IMPROVEMEfHS. 4. P.C.C. SHALL BE CLASS 56.0-C-3250 5. CONTRACTOR SHAil ADJIJST CITY UTlLIT,ES (e.g. WATER VALVl:'.S, Seo, SURVEY MONUMENTS, SEWE:R AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO flNISHED GRADE .. ALL OTHER UT!Ll'llES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND C\JRB ANO GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF tXISTlNG IMPROVEMENTS lll-lLESS NOTED OTHE~WISE. CD ® 0 © ® © 0 © GRADING CONSTRUCTION NOTES REMOVE EXIST. &: RECONSRUCT L THICK SLAB, tNTEGRAl CC.lORED C()t.!CRETE. SEE'. DETAIL SHEET l. . REMOVE'. EXIST. SIDEWA~K & RECONSTRUCT ..£__ THICK SIDEW~LK PER. err; SID. 180-L . . REIM)\£ EXIST. GUTTER & RECONSTRUCT PCC GUTTER PER CITY STD .• 140-L {W=4') REMOVE EXIST. & l'/ECONS1RUCT CURB RAMP WITH iRUNCAl!ED DOME PER CITY SID. 181~t~A (MODIFIED) PER PLAN, INCLUDING AC PATCH. APPi. Y ANTI GRAFFITI COATING m ALL EXPOSED SURFACE. REMOVE EXIST. &: RECONS"fRUCT CURB RAMP & TRUNCATED OOME P£R Cit( SID. 181-l+A&B CASE PER PLAN. . ·, .' -; -. . . REMOVE EXIST. & RECONSTRUCT DRl\/EWAY APPROACH, TYPE U PER CITY SID. 161~L, INCLUDING AC PATCH. . •''. . • . ; . . . . . REMOVE EXIST. REt WOOD 11>~:,:& CONSTRUCT f:Ei,>f. ~ .RET. WA/..l PER APWA STO. , " @ CONSTRUCT BU!LDlNG PAO PER SUB-GRADE SECTION DETAIL SHEET 2. {SECTION C-C) @ SAN!) BLAS1' EXISTING RET. WALL VERTICAL SllRf' ACE .• STRIPING CONSTRUCTION NOTEs·· cott·sTRUCTk>N NQTES • @ INSTALL 4" WHITE @• • INSTALL 12" SOLID WHITE LIMIT LINE. ®' INSTALL PAVEMENT tEGl:ND AS SHOWN PER STD. A240 . @ •. IN$TALL $TOP SIGN AUD POST PER SPECIAL PROVl$10NS. • ® INSTALL 4" BLUE 45' CROSS :MATCH @ :l,6" O.C. @ PAINT CURB BLUE. . DISPOSITION NOTES ITJ ffiOTECT it11 PLACE i':';. \,.j (4-_ :- ~· :7 c·, , __ "' -',# : REVIE\I\IED REVIEWED CITY OF NEWPORT BEACH ANO RECREATION MUNICIPAL OPERATOR PREPAR,;O UND~R SUPEIIV!S10N or: $URENDER C>EWAN, P .E. RCE 34559 CHECKED DESIGNED DRAWN TITLE SHEET·· G,RADING PLAN . SAN MIGUEL PARK SHEET 1 OF5 OR300--621114 P3 S3 -BIG BEN CONSTRUCTION CO. -PG 002 OF 005 (P3 S3) 2 SETS.TIF -6/2/2014 10:38:08 PM w > -a: 0 J w ::) C, -:E z <C U) ;j 7 2 SIDEWALK . ,, ,.,f/_. __ ,;::\,(~· CASE I f J f I «:> ,:;, ... .ii "I OJ EXIST. CURB ~--e DJ EXIST. CURB --. ~ • SURVEY CO"fROL ;;;,,. POINT-MAG SPIKE ,-r---cN:--2~1""72='='a"-"'1s"'.s'cc-asc-= I E 6073967.422 I I I -1"' ' GRADING CONSTRUCTION NOTES· ', . . . ! I 0 CD 0 © REMOVE EXIST. & RECONSRUCT L THICK SLAB, INTEGRAL COLORED CONCRETE. SEE OETAll SHEET J. GRASS PLAYGROUND i ! ,., ! 'l';;/" '! ,,-j I gI I I I . y:},; < ••. ''. ., . ·,,,·, .-;, ' £If ,_; \ ®liiOO [M]0@01J@:0::i [f.)£00~ EXIST. CONC. MOW STRIP--; SAND .. . '•, . . . ' . \ • . "' ,I, . #. . .,, ' . ' .. .,,, ' . -,~\~~~~~- \\ . ,, ,' _:1 © © 0 REMOVE EXIST. SIDEWALK lie RECONSTRUCT .£_ '!HICK SIDEWALK PER CITY STD. 180-L. . REMOvt EXIST. GtfllER &. RECONSTRUCT PCC GUTTER PER CITY SID. 140-L (W,.4') REMOVE EXIST. & RECONSTRUCT CURB RAMP WITH TRUNCATED DOME f'ER CITY STD. 181-t-A (MODIFIED) PER PLAN, INCLUDING AC PATCH. APPLY ANll GRAFFITI COA TIN(; TO AU. EXPOSEO SURFACE.• REMOVE EXIST. & RECONSTRUCT CURB RAMP Ile TRUNCATED DOME PER CITY SID. i$1-L-A&B CASE PER PLAN. . • ' REMOVE £XtST. & RECONSTRUCT DRIVEWAY APPROACH, TYPE fl PER tlTY STD. 161-l, INCLUDING ·AC PATCH. CONSTRIJC1' !lUHJ)lNG f'Af) PER SUB-GRADE SECTION DETAIL THIS SHEEl (SECTION c-c) SANO BLAST EXISTING RET. WALL VERTICAL SURFACE . DISPOSITION NOTES OJ PROiECi IN PLACE "' '\ .;.-•-·)~to:,,• GR&SS GSASS MATCH LINE-SEE SHEET 3 BENCHMARK I I I I I / J I I j I REVISIONS 10 CO CRETE S EPS BENCHMARK SCALE: 1 "=1 o· BM 3M-29-ij9 El.IN: 192.491! NO. DATE APPROVAc (NAvll88} ENGINEER 5 10 ~~to ~\I. f?BC reuauc RESTROOM COMPAl'i)'.l ·J. LOCATKJr~ Of1HIS BJILD!NO SHAU. <ViEEf REQUIR'ED fl.'ROPfRTY COO:£ SEmACK"3·PeF. l.OC'..Al J~SOICTION. 2. PUBi.lC RESTROOM COMPANY WU PRCVHJE RJU A-i?CHITE.Cn..lRAL Pl:.ANS AND fNOINf!:R"INC CAtCIJLAilONS. Sf AMPED BY .ST!-1'e COI/ERNiNC ACENCYSUTTAP.LE: FOR , Gf+¾ERA:L CONHl-hCTOR ro FILE BU!tD!NG PfRM!L 3. PUlWC R-ES'!ROOMCOMPAHY WU f~Nl$H ANO !N$TAUUNDERGl(01JNti-l.Jflll1lES (UNDER SLAS! EX1E.NDlNG b t'E~T (MAX) 6EYOND 'l'HE !WILDING LlNETO POINT OF CONNECTlON PER srrE PU,N. ,t 1Hf SlRUCHJRAt DE:S1GN DETA!LS Hl:Rl:!N ARE Sf'EC!RC TT) rtlEti-UllrnNO S!l.E ANO • MOC,UU, C0NflG:l.lRATION-$HOWN ON" THE~ ?LAM Of 'fHESf DRAWINGS. 5JHE DiFfH:ENCE 1-NiHE ElEVAfK)N SEiWEEN 'flif F!Nff:H f'LOOR: C!f RESTROOM£ AND THE Sff)EW/1.i.K OUTSI.OE CAN NOT ~E GREAiERTHAN 114!' W,X, 6, I.\LL SlOEWAlKS ~KA U 8-EBY OTHERS, 7, ?UBUG Re-.!ROOJV\ COMP-ANY WijJ_ flJRN!SH AND ~1AU. fHf"!UJtl..0-ING-, J. GENEAA, CO'.NTRAC-OR: '5HAll P\TTACH SITT: Pi.AM-TO rHf f'IJBLIC RESTROOM COMPANY'S P.EPAITTMEIB Of HOVM['t(; APPROVED DOCUAti!:h IBA NO fllt: l!UJLO N.G Pfft':Mff. 3, Ga>!f:AA. -COF'l'fRAG-OR TO \IERI~ &. COO-R□l!-lATf: LOCAT10N Of EXlS'ftJIJO urn.nK:S, :- A. fi-ENi::RA . .-Cbt>.lRAC!OR W!U MA-KE RN.At. COWMf::CTIC!'4StO SEWER, ~A.Tl£::? ANO POWElt O. GEI-JE'iaA.. CON.TRAClOR TO COO~D1NAiE S-f!N-e!'i: INVl'.!Rf Wffii1HEPl~LtC ~STROOM·COMFAN'f P~OR T◊B-Ult.QlNO­ INSTltlLAtlO-M. ~. GENa2A. <CONrnA.c-cR T-0 'S'l'OCKP-lE Rr:OU~EO-Qtli\NmY .of!COAffSE SANO WITHIN itUU.DING-POOXfMff\' ANO 10 $£: PLACED !t"i PRC 7. GENERA. CONTRP,C-01( IS RESPONS.!&lE f-OR cir M-.!ING -PERMITS At-. D-unrnY CONNECTIONS FROM i!-1£ NOTED-fO!NT Of CONNEC1fr:'.lN {P.O.C,) TO UntJ'r( nE-lN (-2.1'' MIN DEPlH}. PRC L;. RESPOMSIBLHO S!,IPFtY UTlUTIESFROM TH£ BU!U'.!-!NG 'TO THE F.0£. t:a' FROM iHE &JiLDiNG, a. r~u C-ONTt;,>Ac~o:p m SUt-'P-rY Mm {"'.i'.):\/l?ACT'FH!" AhOiRR"l,Arf;t l'!AS1'_ •· ElEVATOclOFMSe-<) B, JffERMIHFO ANO Vl;RlftP/CEITTlflEO &l"lHE GfNE~•.l CON!RACfC:,t. 10, G!:M~RAL CON-'iRACTOP.TO ?RE?Afre $ff!;: tCiR N"ll'>ilp,MJM t\U.OWASlE $.Oil ftEAR!MG ?-RESSUrtF. Of l ,)l/Jl)p&i, WltH WB-GRADE COMPACTfO rO 90% M,0.0. {X)P)'R!Gt-lT 201"!. PUBU0RESTROOM G s C 0 COMPANYTH~MAfER!AclSTMEEXCUJSMi . C!IIIB., RADC II!: T 11 II.ii· ftETA11 L· ?-ROP&ITYDFPUBt.tCF!BSTHOOto!COMPM.N • __ o_v _______ '-___ ... ___ , __ A __ u ____ • __ -1 WMJMP§RQ f!N·HQYR- ~BSS-88840ISO l F!alCl ~ AND SH.A.LL ~K)T SE; R~JCED, USEO, ~ r D!SQOSEDTO OTf-iERS EX.CEPT AS AUTHORIZED BY THEWRITTB\! PEF!Mt'SSICM OF PUm"iC RESTROOM COMPANY, ~ TFORC NST • :UMINARY DESIGN' 't-N , · SUB-GRADE SECTION DETAIL SECTION C-C 0 Ill! CITY OF NEWPORT BEACH GRADING PLAN SAN MIGUEL PARK PREPARED UNDER S\IPERVIS!ON OF: CHECKED DATE 02 25 14 1 l--'~-+--"-------1----------------+--~~-1 FO 3 3/4" OCS ALUMINUM 8ENCHMARK DIS!< STAMPED 'JM-29-99" SET 1N THE TOP NOR'!HEAST CORNER OF A 5.0 fT BY 15.0 FT CONCRETE CATCI! t--+---+-----------------1-----1 BASIN. MONUMENT IS lOCAlED !N 'lliE SOIJTHEASTEIILY CORNER Of THE INTERSECTION OF BONITA CANYON RO ANO MESA 'IIEW, 50 FT SOUTHERLY Of lHE C£N1ERLINE Of BONITA CANYON RO ANO 80 FT EASiERL i' OF '!HE 1---+----;------~----------;-----t CENTERLINE Of MESI\ \IIE'li, MONUMENT IS SET LEVEL l'IITH SIDEWAI.K CONSULTANTS. INC. DESIGNED DMS P-5231-S • CIVIL ENGINEERS 11371 L~ia St f200 Garden GW'-f!t CA, 92840 r. 7!4-?40-6840 F, 714-140-8842 SU RENDER DEWAN, P £. RCE 34559 DRAWN CONSULTANTS. INC. ()IVIt ENGINEERS lZJtl !Jtfiis St pilS ~ @J.;\'.i CA, &2&W. P. 7M--1-10-i!llM F. 714-7~-004<: SHEIT 2 OF" 5 OR300--621114 P3 S3 -BIG BEN CONSTRUCTION CO. -PG 003 OF 005 (P3 S3) 2 SETS.TIF -6/2/2014 10:38:08 PM w > -a: 0 ....J w ::> C, -:?! z < en MATCH LINE-SEE SHEET 3 [j] EXIST. CURB -~.., CASE. I ' 6" THICK CONCRETE I I /. 1 /2" RADIUS ON EDGE OF WALK 1YPICAL .• #3 REBAR @18"0.C. BOTH WAYS / 2500 PSI CONCRETE 6" THICK CONCRETE :?.500 PSI CONCRETE #3 l'lEBAR @18"0.C.' 80TH WAYS EXIST. 'MOW CURB • PROTECT IN PLACE ~· I I ' i ,, ·::, :: ' 6' .•• ~·:_· •. ·:· ·:.. ' ., i i <. ' ' ,, 'f I ·, I .I SAWCUT & JOIN \ r )1.,,-,.._S;::.;UsRc'=VEs-cY=Cs0~TR""0::s-L POINT-CHISELED X TBM 292.01 N 2172628.831 E 6073790.810 ®&00 [M]0@M@r1 [J)&OOCK\ FG EO. \ SAND CONCRETE SLAB DETAIL G)i-----=s=e=c'-'.:~~l~;,.;-.N;:...;;...:;A ..... -A.,__ __ _ PROPOSED 6• THICK PCC CONC. PAVEMENT .. t: . ·,; ~ .;,,;.,.<-=...~ . . • ' , ' CONCRETE SLAB DETAIL (D----s""'e;::.c;::;.r""N't""':?""'.N""e"""--=e--__ _ SEE CONCRETE SLAB REIN,. DETAIL (TYP., U.N.O.) JOIN DETAIL AT EXIST. CONC. SLAB GRASS BENCHMARK REVISIONS BENCHMARK ~-,-,-,,.,.,,,,--,----------------.-,------1 BM ;JM-29-99 a£V: 192.498 NO. DATE APPROVAL (NAIAl88) FP 3 3/4' OCS ALUMINUM BENCI-IMARK D!SK STAMrol "3M-29-9S" SET 1N t---+----+----------------+---1 THE TOP NORTHEAST CORNER OF A 5.0 fT BY 15.0 FT CONCRETE CATCH 11----+----+-----------------+---I BASIN, M()IIUMENT IS LOCATE!l IN 11-,£ SOUTI-IEASTERLY CORN£R OF THE 1----t----+-----------------+---I INJERSECTI0N OF MNITA CANYON RD AND MESA \/IEW, 50 fT SOIJTI-IERLY or THE CENTERllNE OF BONITA CANYON RD AND 80 fT EASTtRLY OF TriE o----+--·--+-----------------+-----t CENTERLINE Of MESA V!EW. MONUMENT IS SH U'VEl \',11H SIDEWAU< CONTROL JOINT DETAIL N.T.S. NOTES: 1. CONTROL JOINTS TO BE LOCATED AT COLUMN CENTER LINES AND AT 20' -0" O.C. MAX AND EVERY 400 SQ. FT. (U.N.O} 2. IF SAWCUT CONTROL JOINT TO 8E USE'.D, SAWCUT WITHIN 24 HRS OF POUR N.T,S, 1 1/2" PROPOSED 6" THICK PCC CONC. PAVEMENT ENGINEER s • CONSUL . INC. CIVIL ENGINEERS 12371 Lewi! SL ½'20~ Gcrc!e, Grow CA. B2840 P. 714-740-$:840 f. 714--740-'JB.i.2 0 ® 0 0 ® ® 0 @ © @ N.T.S. GRADING CONSTRUCTION NOTES REMOVE EXlST. & RECONSRUCT .£_ THICK SLAB, INTEGRAL COLORED CONCRETE. SEE DETAll :rHIS SHEEI. REMOVE EXISt SIDEWALK & RECONSTRUCJ _L i'HICI( SIDEWALK PER ClTY sm. 180-l. REMOVE EXIST. GUTTER &: RECONSTRUCT Pee GUTTER PER CITY SID. 140-l. {11';4') REMOVE EXIST. & RECONSTRUCT CURB RAMP '111'!1-1 TRUNCATED DOME PER CITY STD. 181...-t-A (MODIFIED) PER fl.AN, iNCLUDIHG A.C PATCH. • APPLY ANTI GRAFFlTI COA Tll'IG TO ALL EXPOSED SURFACE. REMOVE EXIS1. & RECONSTRUCT CURB RAMP & 'TRUNCATED DOME PER CITY S'!D.181-L-A&tl CASE PER PLAN. REMOVE EXIST. &: RECONSTRUCT DRIVEWAY APPROACH, TYPE I! PER CIT'!' STD. 161-L, INCLUDlNG AC PATCH. REMO';[ £),~ST. RET. WOOD rrneE & CONSl'RUCT SPLIT FAOE RH. 'l#d:L f~~ /ll',i/1: $'1'!l. ®16• 5, TWE 7A. CONSTRUCT BUILDIN() PAD PER SUS-GRADE Sf;:CTION DETAIL SHEET .2-(SECTION c-c) SAND BLAST EXISTING RET. WALL vtRTICAL SVRFACE. DISPOSITION NOTES OJ PROl!CT IN PLACE CITY Of NEWPORT BEACH PREPARED t/NOER SUPERVISION Qr: CHECKED OESlGNED DRAWN SUR£NDF.R DEWAN, P.E. GRADING PLAN SAN MIGUEL PARK CONSUL • INC. CIVIL ENQ.INEERS '\Z.i7'i i.. -St. ·!!200 ~ Gw«, f;A •• sa&«t >' 714~;40-aw; f. 11'4~74lr!la•2 P-5231-S SHEET 3 OF 5 OR300--621114 P3 S3 -BIG BEN CONSTRUCTION CO. -PG 004 OF 005 (P3 S3) 2 SETS.TIF -6/2/2014 10:38:08 PM L i '?al ' 1 . i I I ! I SCALE: 1 "-1 O' GENERAL NOTE$: 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC,, SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS, 2010 EDITION. 2. FINAL STRIPING SHALL BE REFLECTORIZED THERMOPLASTIC, UNLESS OTHERWISE INDICATED. -ALL STRIPING MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY. -ALL LIMIT LINES TO BE 12" WHITE @ 1/2 t:,. UNLESS OTHERWISE NOTED. 3. SIGNS FINAL LOCATION TO BE DETERMINED IN THE FIELD BY CITY'S FIELD INSPECTOR. BENCHMARK NO. REVISIONS i------1P61---1 BENCHMARK APPROVAL ENGINEER 1' LETTERS P3 l---lP6 ;---1 CONSTRUCTION NOTES ® INSTALL 4" WHITE @ INSTALL 12" SOUO WHITE LIMIT UNE @ INSTALL PAVEMENT LEGEND AS SHOWN PER STD. A24D. (§) INSTAU.. sroP SIGN AND POST PER SPECIAL .PROVISIONS. ® INSTALL 4" BLUE 45' CROSS HATCH @ 36" 0.C. (§ PAINT CURB BLUE. D PREPAR~O UHDS< SUPERVISION OF: CONSULTANT$. INC. CIVIL ENGINEERS 12!>71 Lewi~ Sl. 1,203 Gatdoo Gio11e CA. 92340 P. 714-740-88~ i". 714-i4ChS842 SIJRENDER DEWAN, P-E. RCE 34559 ·• SAN MIGUEL DRIVE CITY Of NEWPORT BEACH STRIPING PLAN SAN MIGUEL PARK CHECKED DESIGNED DRAWN OMS CONSULTANTS, INC. ,CIVIL ENGINEERS ,m11 Wl,J l,l, f;tl» G.D-W, fi!:,w,; CA, \J'l!Wi-1'. n~~~O-eMQ F, 1N-1«1-ffl4-Z DATE 02 25 14 P-5231-S SHEET 4 OF 5 OR300--621114 P3 S3 -BIG BEN CONSTRUCTION CO. -PG 005 OF 005 (P3 S3) 2 SETS.TIF -6/2/2014 10:38:08 PM w > ....... a: C _J w :::) C, -:E z < UJ \ EXIST. CURB --' SCALE: 1",,,10' GRASS \·,, ' ' -,;, .\\\ \ ·, j ·:-: • • l • : . ··: :-><• ', EflS1. ElEC'.' PB _..\,,.(: --'',', . : \\/ '.. : ' u--~~---;~ :: .... ~ ?->_-::·r:: .. ~:· - . •. ,,, • ·i.-'.< . -,,. ·-··'" '. :,-/-· ..... '.·/. • . . ,' l+-----:,.;JXIST. CU,RB ! --1> ! BENCHMARK NO. DATE REVISIONS APPROVAL BENCHMARK ENGINEER DMS CONSULTANTS. INC. CIVIL ENGINEERS 12371 lllwis. SL f2_(¥3 Gatdei Gf.:;\/e CA. S2.!l40 P, 7!-!·-;'40--8840 ~-714-·74tHIJJ42 CD o-, o....J CONSTRUCTION NOTES 0 INSTAl.l GRAVEL BAGS, 2 BAGS 'HIGH PER DETAIL TH!S SHEET. 0 INSTALL 6' HIGH TEMPORARY FENCE GREEN 'SCREEN AND GATE GRAI/Et BAGS (TYP) SINGLE ROW, Z' HIGH . 6' l,IIGH 'fEMPOOARY 1---~ FENCE l\!liH GREEN SCREEN '2' TEMPORARY FENCING DETAIL \::.J NTS --· l" MIN. OPENING BETWEEN • BAGS TOP ROW -~ SECTION 0-0 TYPICAL GRAVEL BAG DETAIL NTS CITY OF NEWPORT BEACH EROSION. CONTROL PLAN SAN MIGUEL PARK PREPARED UNDER SUPERl'lSJON OF: SURENDER DEWAN, P.E. RCE 34559 CHECKED DESIGNED DRAWN ··DMS CONSULTANTS, INC, .CIVIL ENGINEERS -U."17! l,,...;, St. if003 f .. ,~ (.lr,w~ CA. 9™" fl. 7!4-74!H!i'Wl f'. 714-100-8!!4~ DATE • 02 25 14. P-5231-S SHEET 5 or 5 Applicable Codes: . . .. .. .. .. .. . .. .. .. . . California Title 24 2013 California Building Code 2013 California Electrical Code 2013 California Plumbing Code 2013 California Green Building Standards Code 2010 California Energy Code Type of Construction: ....................... VB Description: ....................................... Park Restroom Occupancy: . . .. . . .. . . . . . . .. .. .. .. . .. . . . . .. . .. . B Floor Area: ....................................... 317-square feet Blazer Job Number: ..................... 18115 PRC Project Number: ..................... 9021 -.---- • ... Site Address: a a (U]□ D ITT) Project Owner: T-1 Title Sheet. AC Accessibility Compliance. A-1 Floor Plan, Structural Design, Door Schedule. A-1.1 Sections & Roof Framing Plan. A-2 Exterior Elevations, ~terior Finish Schedule. A-3 Interior Elevations, Interior finish Schedule. A-4 Deta~afostening Schedule. A-5 Cap ,Beipm Plan & Details. • t. P-1 Plumbj~,flan & Information. E-] Electrical Plan &. Information. S-1 Slab Plan. -·-----------. • The structural design details herein are specific to the building size and module configuration shown on the floor plan of these drawings. San Miguel Park San Miguel Drive City of Newport Beach, CA 100 Civic Center Drive Newport Beach, CA 92660 Roof .................. ....... .. . . 20 psf _ AUG 3 1 2015 • Location of this building shall meet required property code set backs per local jurisdiction. • Handicap accessibility to this structure shall be in conformance with local code including all pathways, ramps and paths of travel for parking to building. • Soil bearing requirement is 1500 psf, subgrade compaction at 90%. • Building plumbing system is based upon full flow existing water service. Newport Beach, CA 92660 Project Contractor: Big ISen Construction 5319 University Drive #403 Irvine, CA 92612 Contact: Sep Sharifi Phone: (949) 660-9400 Contact: Fong Tse -Project Manager Wind ............................ 115 mph Exposure "C" (V uLTl Phone: (949) 644-3321 Floor ..................... ;....... Engineered Mat Slab S . . • eism1c ....................... . SITE CLASS D, S05 = 1.085, S01 = 0.591 Risk Category II Minimum allowable soil pressure 1,500 psf Loss of required flow rate of l O gpm or pressure below 35 psi may necessitate an intermediate well tank and check valve in line. Certified Manufacturer. Designer I Dealer: • Site installation details are noted on sheets A-4, A-5 and S-1 for structural connections, A-2 for weatherization finish, P-1 for Plumbing connections and E-1 for electrical connections in accordance with section 4368. A set of these plans will be placed in the building. BLAZER INDUSTRIES, Inc:. PO Box489 Aumsville, OR 97325 Contact: John Roth Phone: (503) 7 49-1900 Fax: (503) 749-3969 E-mail: johnr@blazerind.com ■ ~ COPYRIGlff 2014, BLAZER INDUSTRIES, INC.AND PUBLIC RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERlY OF BLAZER ---4---1------------------+---l---+--t----------------+---I ■■ ~ INDUSTRIES, INC.AND PUBLICRESTROOMCOMPANYANDSHALLNOT • BE REPRODUCED, USED, OR DISCLOSED TO OTiiERS EXCEPT AS t--,~,-+~:+--------=-==,-------+.,::-;-t--;::-:-=-t-,,=t------,---,-~~=-------1"-:::,:,--t ■■ ~ • • •• :,.,ou:;_:;; AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES DATE Rf\/# REVISION BY DATE Rf\/# REVISION BY U P.O.BOX"88 ■ Aumavlo.OR9732£<>189 ORPUBLICRESTROOMCOMPANY. ...._....,._,___,.__ _____ .;.;;,,;~--------'---........... _,_ ...... .__ ________________________ ..;,;;; ____ ;;,;;;;; _________ _. ___ ...;.;,;.;,;;,,;,_,;.;;;;;;.;.,;;.,;.;.;. ________ ,., ---· -- PUBLIC RESTROOM COMPANY 2587 Business Parkway Minden, NV 89423 Contact: Chuck Kaufman Phone: (888) 888-2060 Fax: (888) 888-1448 www.publicrestroomcompany.com lt1iJPUBLIC RESTROOM . COMPANY PROJECT NAME & LOCATION: Bui ldina-Better Placell To Oo. fltn 888-6Bll-2060 I Fu:1 88&-688-1448 San Miguel Park Newport Beach, CA SHEET TITLE: Approved for Const: TITLE SHEET FlleCopy: Dl$w!1Bv: N./P -~'' ' _,., ' '. .. , __ ._ ;-,,-:_:·;::r:: ;":1,;p~I in 1il(; -··:·:· i:. "">r ---: • .. ·':k, h_,,ro: ~' 1 .,. ,-::-ri('I .:. ;,_,; p·-::•:i,> __ -., ;,h ~ny __..-c:,:--_, -:Z.:Z.-1'\ oFESSt JOb No: l/,.S/f~ 59228 CIV\\. OF CAI.: 18115 ~ ~- t 1- r - = ,_ t: t:: ,_ f !ii I! I 11 1 48"X48'-7 :APPROACH : 1--Jdn I '('IINj I ~ . (.l r-11 IMODUNE I I I I I I I I I r •• I I -' ,-48"X48" 7 : APPROACH: 1ff l I i!I ';:-::. ~=-::: -µ::::::si!:::sz::;;z:=st I ) ,,... I -., I L/ I 60''x60" l)I ===~=~~SO[.:::-.:::-.=: --II I I 2A" ,\ ·1 MIN. ~ I 60"x60' L -APPROAC~ J L ~PPROACH -J 111 I I LI . I jl I II ., II I 1 ,Jljl I DOOR APPROACH 1 / 4" = 1'-0" " 111 I I I fl ; 11 I I I .111 I I .I : I I ,----7 I 30x48 == CLEAR I APPROAC•'r=~~ L ___ ::__J ' •. 111 1 I ~ IMODLINE I .I IJI I ,----7 m 30x48 I CLEAR ""=!c'JA''PPROACH I L ____ _J 11 Ill I 11 111 1 I FIXTURE APPROACH 1 /4" = 1 '-0" Ill 1111 ! ; ' : 111 I I IMODLINE ® I t© I\ I .. -. ( I I ~ I _jj -~ {• )f I ~ I .. ---;' -..: ---I . I,,,, ', I ' I r.= ~~ •• r f l::;r:Jf __J I I \ . \ I \ I ' / '· / ~ ....... __ ,,, --✓ ~ I l)I L/ ~ TURNING RADIUS 1 /4'' = 1'-0" I" l'I 11 I I ' 111 1 I 111 I I" 11 jl I I ' 111 I I , ii : 111 1 I II 1111 I , 111 S9'' Mltl.CU.UFlOOltMOUMl'ED CALIFORNIA ACCESSIBILITY STANDARDS 'Ir-I.- h -I b ,.... :I! -: - ·Jr---- l7-,· 5(."MIN,cw.llWAUMOUl'lll:0 + I ~ ... 42"NIN, - DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE :f€j ' I ~ - 24~MIN. 48"MN.a.u.it 1Z'w.x. ~ 42" MIN. ::, --' "\....RU.ll-lVAl.'111! HC TOILET/GRAB BAR ELEVATION ACCESSO~ESEIEVATION CODE SUMMARY HBGHT AFF/LOC GRAB BARS 3~• MIN. / 36" MAX. TO TOP TOILET/SEAT 17'' MIN./ 19'' MAX. TOILET FLUSH VALVE ,4.4" MAX., MOUNTED ON OPEN SIDE TP DISPENSER BOTTOM TO BE 15"MIN.Aff AND 7' TO 9" FROM FRONT OF we. NOTE: SPACE BETWEEN GRAB BAR AND WALL TO BE 11/2' CLEAR. PUBLIC """TROOM CO/v'f'ANY STANDARDS 3l' AFF. TO CE>flER 18" TO TOP OF SEAT CENTERLINES TO BE 28" AFF AND 10' FROM EDGE OF WC 9" IN FRONT OF TOILET TO CENTERUNE OF FRONT ROU AND30'TOTOP GRAB BAR DIAMETER TO BE 11/,f to 1 1/2'. GRAB BAR MUST BE ABLE TO SUPPORT 250 lb POINT LOAD ANO NOT ROTATE WITHIN THE FITTINGS. 1-TOILET DESIGN CRITERIA: CAL. CBC, 2013 4-NOT USED C 11 I Ill 11 11 11 II II ' I l I 11 II ----cwt """""""""" I 111 I I I I 11 11 1 (SHOWING MINIMUMS & MAXIMUMS) -~~--~-----.-------'-------, f I I .,_ IF:•~· l REQUIRED 1 30"x-48" I CLEI\I! SPACE l I I l..--------------..1 S.l,. COUNTERTOP COUNTER LAVATORY CLEAR ACCESS RIM HEIGHT jTOP OF lAVJ HEIGHT OF KNEE SPACE FRONT LAVTOTRAF TOE SPACE UNDER TRAP CONTROLS CLEAR SPACE NOTE: IF WATER IS HEATED, !RAF ANDHOTWATERLINESMUST BE WRAPPED OR OTHERW~E COVERED. S.S. COUNTERTOP -17" M ... """ lAVATOln' DEPTH \ -I .,,I J COUNTER LAVATORY ELEVATION CODE SUMMARY HEIGHT AFFILOC 34"MAX 29" MIN. AT FRONT APRON 27'' MIN. AT 8" IN FROM FRONT 8"MIN 9"MIN PECK Ml AT 34' MAX 30"x48'' I I I I 19''1MX. !., "-~-'+------~--------------, I I r::::C:::'1 I NOTE: IF WATER IS HEATED, TRAP AND HOT WATER LINES MUST BE WRAPPED OR OTHERW~E COVERED. IT' MIN. ' DEPTH I _, ·1 REQUIRED : -'k--t-t a 30"x~• I I CLEMSPACE I ~ I I I I I I I I L---------------' IT' /,111,l. WALL HUNG LAVATORY CLEAR ACCESS PUBLIC RESTROOM COMPANY STANDARDS 33" PREFERRED BUT MUST HAVE MIN. 29" KNEE SPACE PER CODE PER CODE PER CODE 33" PREFFERED PER CODE WALL HUNG LAVATORY ELEVATION 2-LAVATORY DESIGN CRITERIA: CAL. CBC, 2013 1 ~ g ! 1- 11 111 I • 'i--- I 11 iii 1, Bi CO'"""°" FN:'.:IM. MIIIIOR " JW.. ~ ~ / GJ -- II h • ii _i il 1-!i '"""'"""' LIQUID SOAP DISPINfR rows. ""' l'>ISPENSIRC>MIOT~NOarrx. .WJJV,,V, NOTES: 1. NO FIXTURES IN THIS VIEW PROTRUDE MORE THAN 4" 2. ALL ACCESSIBLE FIXTURES/ ACCESSORIES SHALL SE MOUNTED w/ CODE COMPLIANT FORWARD AND/OR SIDE REACH RANGES 5-ACCESSORIES MOUNTING HEIGHT: CAL. CBC, 2013 H 11 j j II " I II 1 1 11' l FINISfiEDR.OOII 11 I 111 i I I I I JI I GREATER I ORI.ESS l _ ___,1 I THAN:M" I .-4-----'I I i+---+ ~--~., ~---------------1 c--:'{ --------, t-T?" ... I I HTOF.,, lll1lCW "' M,..~l : I I I -'k---+ ... REQUIR£0 I 30"x..-I '""' • REQUIRED l 30"x«I" I i ., 1-,1...:_., I I ClfARSPACE I I I I 1-1,!_, I Ci.EAR SPACE I I I I I -'k--~ ~====~---------------..1 I I !====-==-------------~ l ORLSS , fa) CODE SUMMARY GREATER I THAN2i" ·• fbl URINAL CLEAR ACCESS URINAi.RiM 17" MAX/ 14" MIN Aff CONTROLS ...-MAX AFF URINAL SCREENS 15" MIN. CLEARANCE FROM CENTERLINE OF URINAL TO WAU OR laJ PARllTION PROJECTING OUT 24" OR LESS FROM THE FRONT EDGE OF THE 30' x 48'' CLEAR SPACE. 15" MIN. CLEARANCE FROM CENTERLINE OF URINAL TO WAU. OR lb) PARTITION PROJECTING OUT MORE THAN 24' FROM THE FRONT EDGE OF THE 311' x .ca" CLEAR SPACE PWS ADOIONAL 6' MANEUVERING CLEARANCE AS SHOWN. URINAL SPACER___./ (AS NEEDED! ELEVATION PUBLIC RESTROOM COMPANY STANDARDS 16" AFF 1(1' NOM, ABOVE TOP OF URINAL PER CODE 3-URINAL DESIGN CRITERIA: CAL. CBC, 2013 I II I I I II 6. ,k-.® .,.., L mLE 24 "RESTROOM" SIGN -- '-TITLE 24 "MEN" SIGN -TIT\£ 24 "WOMEN" SIGN -ADA/BRAIUE SIGN EQ. I EQ. I -,.--.;t--6 ff T D O. INTERNATIONAL SYMBOL OF ACCESSIBIUTY jlSA) THE FOLLOWING SIGNS MAY BE REQUIRED: GEOMETRIC SYMBOi. SIGN "MEN' - I. CALIFORNIA RESTROOM SYMBOi$ (CIRCLE/TRIANGLE) ON DOOR LEAFS. INCLUDING ISA IF RESTROOM IS WHEELCHAIR ACCESSIBLE. 2. RESTROOM IDENTIACATION SIGN ON WAU SHAil iNCLUDE GENDER PICTOGRAM, RAISED LETTERS AND CAIJFORNIA GRADE 2 BRAILLE. OU,/1,/;CH&:IIUSf 17.6.1'& 17410 TACTILE SIGN:- RAISED CHARACTERS/BRAIUE DOOR SIGNAGE 6-RESTROOM SIGNS AT DOORS: CAL. CBC, 2013 111 I I I 11 I I I II 111 " I II I I I II MAY o '/ 20\4 ff"?°?( . AUG 3 I 2015 " II E - ~ ■ d¾ COPYRIGHT 2014, BLAZER INDUSTRIES, INC.AND PUBLIC RESTROOM • lilirPUBUC PROJECT NAME & LOCATION: • COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERlY OF BLAZER ■■ ~ 1NDusTR1Es,1Nc.ANDPUBLICREsTR00McoMPANYANDSHALLNOT REsTR_ ooM San Mlguel Park SHEET TITLE: AppR>Wld for Const Job No: 18115 • ..,■ • ·~ BE REPRODUCED, USED, DR DISCLOSED TO OTHERS EXCEPT AS COMPANY . · . · .. l-_,.,,..~,-.4=,d.-------..,,,,==,-,---------h;;;-r;:;,.rF-fpMt-------,mii;;;i,'ij"---------j-B7i _... ~ AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Bui ldlns Botte, Ploooa To Go. Newport ,Beach, <;A L~D!AT!.,!E;...l,!RE~Vll!.J.. _______ ,..!:RE~V!_;l5:!!IO~N::,.. _______ .J.!:B:.:.Y..L.D:;::A:;:.T:.:E;...1.:;REV::;.:.:#:.J.. ________ REV;.;:;.;;.;l5;;:f;;;;O;;;N;.... _______ ...,;B;.;Y..&..;■;;;■;;;.._;.;P.o .... eox= ........... 1w • ....,=111o,--OR,_e.,,.ll:I0.°"'8=-"-0R-P.u_B_u_c_R.;ES.;TR.;.;,;;oo;.;;.;;M;;.CO;;;;.;M;;;P.;.11NY~;,,· __________ ..,1, __ Pll_, ______ 1 F_ .. _,_eea_-.,.~ .. 1 ... 448 ____ ...., ___________________ . -~~- ACCESSIBILITY FlleCopy. AC Drawn Bv: NJP laueDatr. 04-15-14 7 / DOOR, FRAME & HARDWARE ~CHEDULE "' ~ALL DOORS OPERABLE .... 1 & 2 3 4 5o 5b 5c 5d 5e 6 DOOR ROOM PULL RECESSED NO. NAME QTY SIZE TYPE HINGE LOCK CLOSER PLATE PULL THRESH SWEEP NOTES 0 MEN 1 HM CONT B663R YES BOTH SIDES NO NO NO 3'xr WOMEN I 0 MECH. I 3'x7' HM CONT B660R NO EXT ONLY NO 270A 321SSN 60 NOTES: 1 , DOOR TYPES: a) H.M.: GALVANIZED HOLLOW METAL, 14ga. DOOR w/ 14 go. FRAME. 2. ALL H.M. DOOR FRAMES: a) WELDED WITH MASONRY ANCHORS. b) 4¾" WIDE OVERALL. c) 4" MASONRY HEADERS. 3. HINGE SPECS: a) CONT: PEMKO KCFM-83" HD DUTY CONTINUOUS GEAR HINGE. 4. LOCKS: I ~ a) DEADBOLT: SCHLAGE B SERIES w/ TEMPORARY CORE. 1) B660R. KEY ONE SIDE. ADA TURN LEVER LOCKS AND UNLOCKS. MEN WOMEN 2) B663R • KEY ONE SIDE, ADA TURN LEVER UNLOCKS ONLY. 0 0 5. HARDWARE SPECS: cp 22'-8" [2721 SLAB OVERALL cp a) CLOSERS: LCN 4211 CUSH FOR OUT-SWING DOOR b) PULL PLATE: ROCKWOOD VRT14C X VRTl6C US32DMS (WITH MICRO SHIELD & LATCH GUARD). c) RECESSED PULL: CUSTOM MADE S.S. Q d) THRESH: PEMKO #270A (FOR NON-TILE FLOORS). f 1• 11'--4" [136'1 SLAB MOD '01' I 1'--4" [136'1 SLAB MOD '02' 4-.. -------8'--8'-' [-104-,1------,------28'-' --.j'------,---...'...'...:~~~~~~--------J. 20" 9'--4" [1121 e) SWEEP: PEMKO 321SSN. 6. OTHER: MECH a) INSTALL DOOR CHECK CHAIN (IVES CS 115·20). 0 STRUCTURAL DESIGN ~SEE SHEETS A-2 & A-3 FOR INTERIOR AND EXTERIOR FINISHES~ COMPONENT GENERIC DESCRIPTION SPECIFIC MATERIAL UST FOUNDATION / FLOOR DECK: CONCRETE SLAB PERIMETER FRAMEWORK STRUCTURAL STEEL L6x6x¾, (ASTM A36) REINFORCEMENT REBAR MAT DESIGN #-4 MIN. ASTM GRADE 60 CONCRETE 8" MAT DESIGN CUSTOM -4000 psi. (DESIGN BASIS IS 2500 psi.) WITH INTEGRAL ADDmVES FOR MOISTURE, STAINING, & CORROSION RESISTANCE WALLS: FRAMING (EXT): T07'--4" CMU BLOCK 4" PRECISION CONCRETE BLOCK CAP BEAM STEEL HSS6x4x1/8" (A500 Gmde 6) ABOVE r.,r• OR CAP BEAM 2x3WOOD 2x3 DF STUDS@ 16"c:ic.; 2x3 ?T BOTTOM PLATE FRAMING (INT): TO 7'--4" CMU BLOCK ,f' l'RECISION CONCRETE BLOCK CAP BEAM STEEL HSS6X4Xl/8'' (A500 Grode 8) ABOVE 7'--4" OIHMi! , 2x3WOOD 2X3 DF STUDS @ 16"oc; 2X3 PT BOTTOM PLATE SHEA THING (ABOVE CAP BEAM) ,_ ;'..,---~ ALL FRAMED WALLS (BOTH SIDES) 7/16'0SB . ;.,,._. .-o •-,;:.;.1'i-'''. \ __ , • •• 't/16" APA RATED SHEATHING ROOF: RAFTERS 2x6WOOD 2x6 OF #2 RAFTERS @ 24''oc. SHEATHING (TOP & BOTTOM OF RAFTER) 5/B"OSB 19/32APA RATED (40/20) FASCIA WOOD 2x8 SPF WRAPPED w/ I 4ga. FORMED STEEL NOTES: 1. COAT WITH ADDITIVE FOR URINE AND MOISTURE RESISTANCE. 2. PAINT WALL SHEATHING FOR MOISTURE PROTECTION (ONE SIDE). 3. SEE INTERIOR FINISH SCHEDULE FOR FINISHED CEILING CALLOUT. NOTES #1 PGA-2 #2 ©- ©-,. BUILDING LAYOUT NOTES: I. SLAB SIZE IS SLIGHTLY LARGER THAN BUILDNG SIZE. 2. BUILDING SIZE IS DETERMINED BY INTERIOR DIMENSIONS OF THE RESTROCMS. DIMENSIONS ARE FACE OF BLOCK TO FACE OF BLOCK. 3. START LAYOUT BY MEASURING 4" IN FROM EDGE OF SLAB (AFTER VERIFYING SLAB IS CORRECT). THIS WIU BE THE INSIDE FACE OF THE EXTERIOR BLOCK W1'JJ.S. L --- 4" 4" ' ■ ~ COPYRIGHT 2014, BLAZ~ INDUSTRIES, INC. AID PUBLIC RESTROOM COMPANY. THIS MA TE RIAL IS THE EXCLUSIVE l!ROPERlY OF BLAZER 1----+--+-------------------+--+---t--t-------------------t--t ■■ · ' ~ INDUSTRIES, INC.AND PUBLIC RESTROOMCQ!J>ANY AND SHALL NOT l---+--1-------------------t--f----t--t------------------lf--i ■■ . ,,_NlllJSTRJ_b•--~-INC. BE REPRODUCED, USED,OR DISCLOSEDTOO'liERS EXCEPT AS 1-..,..,,=-+.,,,,.,-,,+--------==.,,,.,.,--------+-::::-:+--=:-:=-t=:-:-t---------=:,.,,,,,=~-------t-=-:-I .-.... -•M AUTHORIZED BY THE WRITTEN PERMISSION Of BLAZER INDUSTRIES a....;.DA_r;.;E;...i .. RE_v;.;, ..... _______ ;.;RE;.;V;.;15;.;l;;O.;.;N __________ B_Y...,_D_A_T_E ___ REV_, _________ f©/ __ l_s_,o .. N __________ B_Y_,.._■_ ..... P.;:,O;;,;, 80;;;:;,X•;:;;89;,.:■..;Au::msvile,:::::" ::,OR::;,:117;:;:-::::::.._JLO::R.:;P:.:U::B::::LIC RESTROOM COMPANY. liiiJ PUBLIC .. RESTROOM COMPANY 8u ll dine Better PI aaoe To Go. Ph, 881H18H060 I F .. , BBIHIBl!-1448 4"1~ MODUNE ~ "' /~ I>< D ' ~ ... ~ D ~ ~ ~ • :; :M'.'• •, ·~ .J - FLOOR PLAN i.v---/,r,.,.._,...,...., c1v1 1/Z' = 1'-0" PROJECT NAME & LOCATION: San ft/llgqel Park Newport Beach, CA OF Cl'\\; SHEET TITLE: Appn>vedtoreonst: JcbNo: 18115 FLOOR PLAN, 1-:Flle:'""'.Copy::--, -----r---,A-=-,----1~ DOOR & DESIGN SCHEDULESi-::~=':":::=.,_"--~-----,,.,,,,..,;,.~;,=:. ~"'"', -. 1 A-4 5: fil :c .., .., <( ~ 0 ~ ~ ~ ! ~ " ·~ -{ -~ ~ ·~ ·' lo ~ --;... 3 A-4 cp ----.... _;,; '~ i ' ,,, ' :~ I I I l'-10" [142'1 MOD '01' ROOF 2x6 RAFTERS @ 24"oc WITH 3/,," SHEATHING BOTH SIDES 12 MEN'SACCRR ' ---- I I I I I ' ... 'l ~--11:t , .. :~, . . . . .. .. ' I ·~ ·~ I I MECH.ROOM ~ODLINE I f;l I I I I I I I I I I I I I I I • J.:'. 5 ,~- 1>: • ~ {,'.: ?; ;.: { I 1'-10'' [142''] MOD '02' ROOF ALL INTERIOR WALL CMU PRECISION BLOCK WOMEN'S ACCRR 9) ',. •. . I . . . ., , . I ... _.,, 4" 7'-4" [88'1 9' -4" I 112'1 4" MODLINE -,l<-----------------------,1'-,l'- 11'-4'' (136'1 MOD'Ol' SLAB 11'-4" (136'1 M')D '02' SLAB 24" HT -.. I I I I 7' I I I I I I ~ , ... I , -4 3 A-4 22'-8" (272'1 SLAB OVERALL 1/2" = 1'-0'' 24"oc. MEN'SACCRR El 15'-4" [184'1 ROOF OVERALL 2x6 RAFTERS @ 24"oc WITH ¾" SHEATHING BOTH SIDES 69--1---, I I I I I El I I I I I I ,_.,, -.i. ..· 4 . . . . 14'-0' (168'1 SLAB OVERALL SECTION - 1/7' = 1'-0" cp 1 ()" EXTERIOR WALLS CMU PRECISION BLOCK •. 4" -EXTERIOR WALLS CMU PRECISION BLOCK ■ ~ COPYRIGHT 2014, BLAZER INDUSTRIES, INC.AND PUBLIC RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY Of BLAZER 1----l--1------------------l--+---+-+------------------+--t ■■ ~ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY ANO SHALL NOT ■..,■ BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS =::~.~ AUTHORIZED BY THE WRJTTEN PERMISSION Of BLAZER INDUSTRIES ._D_A_J_E-1-RE-V#-1--------RE-V1~5-IO-N--------+-B:::Y-:-+--:::D""'ATE"""'+.:::REV=,+--------,REV...-::;:,s"'1o"'N-:--------+;:o5y~ ii■ P.O. 80)(489 ■ ...... -ORll7326--0488 OR PUBLIC RESTROOM COMPANY. L,..;;~~;:;.:.;..1.-_____ ..;.;:;;;,;;;;;;;;;;.. _____ ...., __ ..._;,,;,;;.; .............. __________________ .....,..,_i,ji,.......,...,..,.......,;;;;;;;;;,..,;.=;;;....-.... __ _ l cp I I I I I I I I I 11'-10'' (142'1 3/12 SLOPE cp I, LOAD BEARING WALLS l MODUNE '1 I I I I I I I I I I I I : I I I I ,-- I I I I I I I FI - I = = = = = = = = = = = =.::"s;s::==~,======l I I I I I I I I I I I I F-1-1-------- 1 I I I I I I I I I I I t:.J=t:======= I I I I I I I I I I I I U -1-- - - - - - - - - - - - 11 I------- Ft-_t--------L ________ _ liiiJPUBLIC RESTROOM COMPANY Bui ldillC httar Places To Qo. Ph: 888-888-2060 I Fax: 888-188-1448 2x6 END PLATE PROJECT NAME & LOCATION: San Miguel Park Newport Beach, CA fl I I I I I I I I I I I I : I I I I I I I I I I I I I I l'-10'' (142'1 3/12 SLOPE ----------- 6" NOM. ROOF OVERHANG @GRIDS1&3 8'' NOM. ROOF OVERHANG @GRIDSA&B SHEET TITLE: SECTIONS cp I I I I I I I I l b - 2x6 RAFTER [OFF LAYOUT, OVER WALL) --..._ 2x8 FASCIA WRAPPED w/ 14ga FORMED STEEL [TYP .) -------T-17 I I I I -----3/,," SHEATHING Tt":•. -~ t>' : ' ApplOYedforConat FIie Copy. Drawn . ,,----2x6 RAFTERS @ 24"oc. ,,-CAPBEAM iMAY o 'I 2.011v Job No: 18115 NJP A-1.1 7 S.S. VENT SCREENS CA TITLE 24 GEOMETRIC SIGN fASCIA-Co/or: 1BD SOfflTS-Co/or: TBD SIDING· Co/or. TBD . . ADA TACTILE "MEN" SIGN .. .. WALLS WALLA WALLS TO 7'-4" CAP BfAM -----------" -- ABOVE CAP BEAM ----- GABLE SIDING -·-- VENT POSTS GABLE VENTS CAULK (SITE INSTALL) LOUVERED VENT ROOF ROOFING RIDGE CAP (SITE INSTALLED) SOFFITS FASCIA DOORS ALL DOORS AND FRAMES LIGHT FIXTURE VENT POST Color. TBD LOUVERED VENT f< a . . . . ·-. CAP BEAM-Color: TBD tl:: <( b "' DOORS AND fRAMES Color. TBD STUCCO APPLIED FINISH OVER CMU PRECISION BLOCK Color. TBD CA TITLE 24 GEOMETRlC SIGN ADA TACTILE "WOMEN" SIGN Cf EXTERIOR FINISH SCHEDULE DESCRIPTION FINISH BRAND / COLOR / STYLE CMU PRECISION BLOCK w/ STUCCO APPLIED FINISH PAINT PITTSBURGH PITT-TECH -TBD STEEL PAINT PITTSBURGH PITT-TECH -TBD . STUCCO APPLIED FINISH OVER SMOOTH FRC PAINT PITTSBURGH PITT-TECH -TBD WOOD PAINT PITTSBURGH PITT-TECH· TSO STAINLESS STEEL WIRE MESH (1 1/Z'xl 1/Zxl/4") NATURAL MODLINE w/ BACKER ROD AS REQUIRED PAINT MATCH ADJACENT SURFACES PREFINISHED SUNVENT INDUSTRIES # 157 EX w/ 0.8. DAMPER-16" x 8"-ALUMINUM 26 ga. STANDING SEAM METAL PREFINISHED TAYLOR METAL PRODUCTS· TBD 26 ga. METAL PREFINISHED TAYLOR METAL PRODUCTS -TBD JAMES HARDIE (OR EQUAL) -FRC STUCCO PATTERN PAINT PITTSBURGH PITT-TECH -TBD 2x8 SPF WRAPPED w/ 14ga. FORMED STEEL PAINT PITTSBURGH PITT-TECH -TBD GALVANIZED HOLLOW METAL PAINT PITTSBURGH PITT-TECH -TBD \ ROOFING Co/or. TBD WALL2 r cp I • . . .. .. . . WALL 1 EXTERIOR ELEVATIONS • 3/8" = l '-0" ■ COPYRIGHT 2014, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM 1iiiJ PUBLIC PROJECT NAME & LOCATION: SHEET TITLE: COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER 1-r:.._ .... _____ _j_-1-____ _j__j_ __________________________________________________________ -_l-l----_1--1--________ ++--__ ++--____________ -_ -_____ -_-_ -_ -_-_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_:-_ 11-_ -_ 11 •~ 1NDusTR1Es. 1Nc.AND PUBLlc RESTROOM coMPANY AND SHALL NoT RESTROOM San Miguel Park EXTERIOR ELEVATIONS & I--BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY FINISH SC ■■ INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES llulld;og Batte< Pl,c .. To.,. Newport Beach, CA EXT. . . HEDULE l:~o~AT~E[:QREV~~#~[:::::::::::::::]RE!2V~15~10~N[::::::::::::::::t~BYijtJD~A~T~ECj!REVf~11:::::::::::::::JRE~~V~l5E1o~EN::::::::::::::::t]B~YJ~•~•~~P~.o~.eo~x,::489::,.:■:."'::::::m:::•vDle:www:_:.OR:,:·•.::~:,;:~~nd;::·com:,_L,;o~R.:,P;;;UB;;:L;;;IC;;.RE:.:;:;S:,;TR.:,;;;;OO;;;M::.:.:;:C:;:O;::M:.;PAN~Y:,;,. __________ ..J,,.....,Ph"",_888_888_2060 __ 1 F_._., ____ -,_,4<13 ____ ...,. ___________________ __,,__ ____ ••• • •• --~ ---------- NOTES 2 COATS FINISH 2 COATS FINISH 2 COATS FINISH 1 COAT PRIMER, 2 COATS FINISH WHERE APPLICABLE 1 EXTERIOR OVER ICE & WATER SHIELD HT 1 COAT PRIMER. 2 COATS FINISH 1 COAT PRIMER. 2 COATS FINISH 1 COAT PRIMER. 2 COATS FINISH MAY O 7 20\4 'tf 7:>) l AUG 3 1 2015 Approved for Const: Job No: 18115 File Copy: DrawnB. NJP lasueDate: 04-15-14 A-2 CAP BEAM 54"MIN. 48" = 9•• MAX J 8'-8'' [104"] CMU-CMU J 1z· MAX. u.'. u. <( ~ u.'. ,._ <( i:i MEN'S ACCRR ELEVATION 3/8" = 1'..()'' LIGHT FIXTURE '--._ LIGHT FIXTURE i i~ ~ 5'-4" [64'1 I. 40" ,. ., ~ . -- --14" HAND ~ DRYER c,. --"' 6"MAX. I, 42" I, ~ -Ii 1 1 .. --' ~ .. -I • - • I _____.!l i\--'r-. --• -b I e' I -' Gl ... -r 0-F u.'. -i l u.'. ... ~ ~ 9 u. u. -< I ~ -< ~ ~ C I-4 I ~ :,; ~ "' - i " I ~ 18" i. EQ. EQ. 18'' I 38" ,._ ~ I, . 4 18'' MIN"1 18" MIN 1 ~ ~ 13'-4'" [160'1 CMU TO CMU MEN'S ACCRR ELEVATION 3/8" ~ 1'-0'' ~; ~ 0 . u ~e ~~ '!i 8 If g -- u.'. ,._ <( i:l 1z· MAX. u.'. u. <( ~ J CAPBEAM 54"MIN. 48" = = 9'' WJ< 9'-4" [112''] CMU-CMU J WOMEN'S A~~~-R ELEVATION~ HAND DRYER ~ ~ ,,,. "' • > ~ "' ('I 38'' LIGHT FIXTURE 14" 18'' LIGHT FIXTURE ~ 40" .. EQ. EQ. 18" MIN. 18'' MIN. 13"-4"" [160'1 CMU TO CMU ~ g$;\ 5'-4'' [64'1 42" 18" WOMEN'S ACCRR ELEVATION 3/8"' = 1'-0'' ■ 6"MAX. INTERIOR FINISH SCHEDULE DESCRIPTION FINISH BRAND/ COLOR NOTES FLOOR: RESTROOM CONCRETE LIGHT BROOM NATURAL ADDITIVE FOR 95% URINE/MOISTURE RESISTANCE ~. MECHANICAL CONCRETE LIGHT BROOM NATURAL ADDITIVE FOR 95% URINE/MOISTURE RESISTANCE WALL: RESTROOM TO 7'-4" CMU BLOCK PAINT PITTSBURGH PITT-TECH/PURE WHITE #90-374 2 COATS BLOCK FILLER, 2 COATS GLOSS CAP BEAM STEEL PAINT PITTSBURGH PITT-TECH/PURE WHITE #90-374 I COAT PRIMER, 2 COATS GLOSS . ABOVE CAP BEAM JAMES HARDIE (OR EQUAL) FRC STUCCO PATTERN PAINT PITTSBURGH PITT-TECH/PURE WHITE #90-374 1 COAT PRIMER. 2 COATS GLOSS MECHANICAL TO 7'-4" CMU BLOCK NONE NATURAL SEAL TO 24" AFF CAP BEAM STEEL PAINT PITTSBURGH PITT-TECH/PURE WHITE #9().374 I COAT PRIMER, 2 COATS GLOSS ABOVE CAP BEAM OSB PAINT PITTSBURGH PITT-TECH/PURE WHITE #90-374 1 COAT PRIMER, 2 COATS GLOSS CEILING: ALL ROOMS JAMES HARDIE (OR EQUAL) FRC STUCCO PATTERN PAINT PITTSBURGH PITT-TECH/PURE WHITE #90-374 1 COAT PRIMER, 2 COATS GLOSS ACCESSORIES MOUNT WITH VANDAL RESISTANT SS SCREWS. DESCRIPTION QTY SIZE/STYLE MANUFACTURER/ITEM# FINISH / COLOR/ STYLE NOTES GRAB BARS 2 42" PRO PLUS 871035 S.S. 33'' A.F .F. TO CENTER GRAB BARS 2 48'' PRO PLUS 871042 S.S. 33'" A.F .F. TO CENTER SIGNS: ADA TACTILE ROOM ID 2 RECTANGULAR 6" x 8" SIGN ELEMENTS ALUMINUM BLUE 6[1' TO CENTER ISA3GEOMETRIC-MEN'S 1 1 z• TRIANGLE SIGN ELEMENTS ALUMINUM BLUE 6fJ' TO CENTER ISA3GEOMETRIC-WOMEN'S 1 12"CIRCLE SIGN ELEMENTS ALUMINUM BLUE 6[1' TO CENTER TP HOLDERS 3 VANDAL RESISTANT 3-ROLL w/ LOCK ROYCE ROLLS TP-3 S.S. 30'' A.F .F. TO TOP TOILET PARTITION DOORS 3 PHENOLIC DOORS BOBRICK FOREST GREEN TOILET PARTITIONS 3 4" CMU PRECISION BLOCK PITTSBURGH PITT-TECH/PURE WHITE #90-374 2 COATS BLOCK FILLER. 2 COATS GLOSS URINAL SCREENS I 4" CMU PRECISION BLOCK PITTSBURGH PITT-TECH/PURE WHITE #90-374 2 COATS BLOCK FILLER, 2 COATS GLOSS OPTIONS: HAND DRYER 2 REMOTE POWER ELECTRIC FASTAIRE HD03 (S) ALUMINUM 40'' TO CONTROLS (MAX.) UTLITY HOOK 3 SURFACE MOUNT FRANKLIN BRASS 5501 S.S. 48'' TO HOOK ON PARTITION DOORS NOTES: 1. INTERIOR ELEVATIONS REFLECT ACTUAL DIMENSIONS THAT WILL BE USED. SEE AC SHEET FOR CODE CRITERIA. 2. VERTICAL DIMENSIONS ARE FROM TOP Of FINISHED FLOOR UNLESS NOTED OTHERWISE. 3. ISA: INTERNATIONAL SYMBOL Of ACCESSIBILITY. REQUIRED SIGNAGE FOR ACCESSIBLE RESTROOMS. UTILITY HOOK (TYP Of 3) 0 MEN'SACCRR HAND DRYER LOUVERED VENT ABOVE CAPBEAM ~ J-+1111"-I HD I MODLINE 1/11---\.1 ~ ELECTRIC PANEL £] WOMEN'S ACCRR HAND DRYER INTERIOR LAYOUT 1 /2'' = 1'-0" PROJECT NAME & LOCATION: SHEET TITLE: Approvedfo,Const: \IAY O 7 20\h, ff:il,\ 1,UG 3 1 io\t, • Job No: 18115 .__ _ __j__.)__ _____________ -+-f---+-t---------------t---t•• • COPYRIGHT 2014, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERlY OF BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES OR PUBLIC RESTROOM COMPANY liIDPUBLIC RESTROOM COMPANY San Miguel Park Newport Beach, CA INTERIOR ELEVATIONS, Fileeopy: LAYOUT, & FINISH SCHEDULE 1-0-rawn-By-, ----NJ"""P""' A-3 DATE Rf\./# REVISION BY DATE REVISION ■■ ..... BY ■■ INDUSTRIES. INC. www.blazerlnd.com P .0. BOX 489 ■ Aumsville, OR 97325-0489 Building Better Places To Go. Ph: 688-888--2060 I Fax:: 888-888-1448 l&SU&Date: 04-15-14 MIN. NUMBER OF ANCHORS PER WALL SPACING NOT TO EXCEED 48"oc. WALL NUMBER WALLA .. 3 WALLB 3 WALL I .3 INTERIOR . ... 3 WALL3 .. 3 2x4 BLOCKING SHEATHING FASTENERS AT EDGE PATTERN 2x6 BLOCKING FASTEN SHEATHING TO FASCIA WITH SCREWS PER FASTENING SCHEDULE@ EDGE PATTERN EA VE METAL (90') #12 SCREWS INTO EACH RAFTER 0.131x3" NAILS @B"oc. 2 x 8 FASCIA WRAPPED w/ 14ga. FORMED STEEL S' METAL ROOFING -- 2x6 RAFTERS 5/a" SHEATHING 12 al 3/s' SHEATHING 3/,o" FRC (2) #12 SCREWS PER PIECE OF BLOCKING WOOD FILLER CAP BEAM .·1f J .. t.1 !,;!-+---ANCHORS {SPACING PER CHART! • 1:,· 31',''x 3Y.i"x¼" STEEL PLATE H: 1" WELDED TO END OF Yi'0 x 20" LONG • Lt-REBAR (ASTM A706) WITH 3/,," FILLET 11 WELD ALL AROUND. ·1·1. • ·r1 FASTEN CAP BEAM TO STEEL ANCHOR .1_1· 11 PLATE WITH MIN. OF lY:," OF 3/,i' FILLET WELD. 1 EAVE DETAIL 11/'l'= l'-0" FASTEN SHEATHING TO RIM PER FASTENING SCHEDULE@ EDGE PATTERN 12 3/,o" FRC %" SHEATHING BOTH SIDES OF RAFTERS METAL ROOFING INSTALLED ON SITE MIN. 16ga CONT, STEEL FASTEN TO RIM w/ 0.14Bx1Y:," NAILS @ 6" oc. EA. SIDE OF ROOF PANEL 2 RIDGE DETAIL 4 x 8 x 16 CMU BLOCK WALL FULLY GROUTED. TWO 9go. WIRES FOR HORIZONTAL JOINT REINFORCEMENT @ 8"oc AND #3 REBAR @ 8" oc VERT. PROVIDE #4 REBAR VERT. @ CORNERS, WITHIN 1 (/' EA, SIDE OF OPENINGS, WITHIN 8" EA, SIDE OF MOVEMENT JOINTS, @ ENDS OF WALLS & @ MAXIMUM 10'-0" oc. USE TYPE'S' MORTAR. HORIZONTAL RBNFORCEMENT IS REQUIRED AT BOTTOM AND TOP OF WALL OPENINGS & MUST EXTEND 24" OR>= 40 BAR DIAMETERS PAST OPENINGS STARTER BARS: EMBED #4 BAR 5" DEEP w/ HILT! (HIT-RE 500 or HIT-HY 150 MAX) EPOXY -OR• SIMPSON SET EPOXY COMPACTED SOIL FOR 6' HORIZONTAL (MIN,) 1 1 1/'l' = l'-0" 4" 11 l~ff= ::JJ=ill=' • --I ll~'fi:::t~ .• 24" MIN. BEYOND SLAB 2" BED OF (COURSE MASON) SAND OVER MIN. 4" CLASS II TYPE B AGGREGATE BASE COMPACTED 90% M.D.D, (BY GENERAL CONTRACTOR) I'm= 1500psi CMU= 1900psl GROUT= 2000psi MORTAR= TYPES NOTE: PER IBC TABLE 2105.2,2.1.2 t5 ru J "' " "' <( "' .. ., "' °' "' 00 ii2 u. u. b[f.) <( N- vi -i ~ -==:/:_,.A_ __ A -A ---------- 23/a" "' e::======.!'--=== 8" CONCRETE SLAB WITH MIN. #4 REBAR@ 16"oc E.W. TOP & BOTTOM. GRADE 60 MIN. 1)'<" COVER. CONCRETE STRENGTH MIN. 4000 p~@ 28 DAYS (DESIGN BASIS IS 2500 psi@ 28 DAYS). 3 SLAB & WALL DETAILS 1 1 /'l' = l'-0'' FASTEN SHEATHING TO RAFTERS PER FASTENING SCHEDULE@ EDGE PATTERN 2x6 RAFTERS METAL ROOFING FLASHING 2 x 8 FASCIA WRAPPED w/ 14ga. FORMED STEEL 1/ii' FRC 3/,,' FRC SIDING SCREWS PER FASTENING SCHEDULE 2x3 PT WOOD BOTTOM PLATE l' EXTERIOR 2><6 RAFTER OFF LAYOUT OVER WALL AS SHOWN, SEE ROOF FRAMING PLAN 3/,," SHEATHING BOTH SIDES OF RAFTERS 0.131 X3)'2" NAILS@ 6" oc. 3/,6' FRC {SHOWN FOR REF, ONLY) (USE ONLY IN R,R,) 2x3 DF WOOD STUDS @ 16"oc. wf ½i' SHEATHING PER STRUCTURAL DESIGN SCHEDULE -CAP BEAM I'"; N-+---ANCHORS@ 48"oc. {MAX.): • .11 SEE EA VE DETAIL FOR 1:1 ·1,. SIZE, DETAILS &QUANTITY ' t .r. 1" .l·t. "<..,i"-'--Ii-- . 'I 1 '.I"/. -1· 1 .. I ti· INTERIOR 4 GABLE EAVE DETAIL 1 1 /'l' = 1'--0" (2) 2x3 TOP PLATES (RIP TOP PLATE TO SLOPE) 3/,i' FRC (SHOWN FOR REF, ONLY)(USE ONLY IN R.R.) RESTROOM 2x6 RAFTERS 5/a" SHEATHING %" 3/,i' FRC MIN. (1) # 12 SCREW PER RAFTER 2x3 DF WOOD STUDS @ 16"oc. w/ ½i' SHEATHING PER STRUCTURAL DESIGN SCHEDULE SCREWS PER FASTENING SCHEDULE 2x3 PT WOOD BOTTOM PLATE 1,___ __ CAPBEAM :r--1• f;l-----ANCHORS@ 48"oc. {MAX.): r I SEE EA VE DETAIL FOR Tl· 1 1 SIZE, DETAILS & QUANTITY I" .'I. I-. J·I -=-,l<.,fi;l-.11 -~!'. • J 1: -1:[· • I • I J .·I·. MECH.ROOM 7 INTERIOR WALL DETAIL l 1 /2" = 1'-0" FASTEN SHEATHING TO RAFTERS PER FASTENING SCHEDULE@ EDGE PATTERN 2x6 RAFTERS METAL ROOFING 3/,o"FRC 2x6 RAFTER OFF LAYOUT OVER WALL AS SHOWN, SEE ROOF FRAMING PLAN 3/," SHEATHING BOTH SIDES OF RAFTERS 0.131X3)'2" NAILS@ 6" oc. 3/, ... FRC (SHOWN FOR REF. ONLY) (USE ONLY IN R.R.) SCREWS PER FASTENING SCHEDULE 2x3 DF WOOD STUDS @ 16"oc. w/ ½i' SHEATHING PER STRUCTURAL DESIGN SCHEDULE 2x3 PT WOOD BOTTOM PLATE '--~ CAP BEAM i ,., 14-.l---ANCHORS@ 48"oc, {MAX.): .1 1 SEE EA VE DETAIL FOR • 1.1· ·1 ,. SIZE, DETAILS & QUANTITY MECH, ROOM • ·I J ·.i-t .t-1·!,Jl'-,~-'lf I" ·.rf - ·1.1 I :l I·: RESTROOM 5 INTERIOR WALL DETAIL . ~ ' ;,,-,. '74' I I i ' HSS3x3x¼ SEE CAP BEAM FORD aPOST"" PLAN I ETAILS : ' ~! A ' -_J ' 1 1/2" = 1'-0'' METAL ROOFING WALL FRAMING SEE SPEC SHEET FOR DETAILS lY:,"x 5¥," WOOD TRIM ----cc < '4;,-, -....:-...,;._;~ • ---~ -r--~ B 3'' -r--~ ' -- \,, I I ... I I I I I I .. - 6'-11½" [~'1 , 8 VENT SCREEN DETAIL I 1 /'l' = 1 '-0'' I 4W," ~ ""-"'-.. ~- I I FASTENING SCH~DULE WOOD FRAMED WALLS WOOD FRAMING STUDS-TO-TOP & BOTTOM PLATES SHEATHING-TO-INTERIOR FRAMING GABLE END WALLS [BOTH SIDES) BOTTOM PLATE-TO-CAP SEAM [EXTERIOR WALLS) ROOF RAFTERS -TO· RIMS SHEATHING -TO-RAFTERS 4x FULLY G HORIZO AND 8 x 16" CMU BLOCK PARTITION:-\ ROUTED, TWO 9ga. WIRES FOR NTAL REINFORCEMENT@ 8" oc. #4 REBAR @ 8" oc. VERTICALS '. ~ t b • 'o TERBARS:--.._, TWO STAR EMBED #4 BA w/SIMPSONS EXTEND 16" MIN, AB RS'DEEP ET EPOXY. OVESLAB • ' <l ' • • 13 IQ ::, 0 0 ;;[': "' ~ §. ~ "' ~ -" N - .. " a ' 1 \ II ~ ... ---.... - ' " 4 ' 1 d ' • . 8" (2) 0,121''x3"NAILS 16ga. X 1 1/2" STAPLE [SENCO N17)@ 6"oc EDGE. l'l'oc FIELD 16ga. x 1 1/Z' STAPLE (SENCO N17) @ 6"oc EDGE. lZ'oc FIELD # 12 SCREWS @ 8"oc MIN, OF (3) 0.131 x3" NAILS (SENCO KC27 OR EQUAL)(END GRAIN) 0.113x'l' NAILS@ 6" oc. EDGE. 12" oc. FIELD. LONG AXIS PERPENDICULAR TO FRAMING OFFSET PANEL ENDS 4', BLOCK PANEL EDGES OF PIECES LESS THAN 2.f'WIDE. , I 11 4'·8" 156'1 (6'-0" MAX) 1_. / INTERIOR CMU WALL 1/ II . I I u j /#4 x 7' PIN AT EVERY CELL: .) EITHER GROUTED OR EPOX D W/ MIN 3" EMBEDMENT u "' IED u .; :·~ ·.-· D .·, o==m· .\ u "' . \ u " ·-:: ·.<_ u ... ·-·: :_::; ·,·;-: -:•; " .·.,; ·< ::::·. ,6 • •. " < < " ·• •• ' d ' ·' 4 ' ' ' 6 PARTITION WALL DETAIL 3/4" -1'-0'' WOOD TRIM (CUT TO FIT) 1Yi'x 5¥," WOOD TRIM 2x3 WOOD FRAMED WALL w/ ½i' SHEATHING BOTH SIDES FRC FRC SIDING HSS3x3x1/,• POST 6" CAP BEAM S.S. VENT SCREEN 2x2WOOD NAILED TO OTHER 2x2 VENT SCREEN TRIM 2x2 WOOD SECTION A BOTH SIDES OF SCREEN lY:,''x lY,''x)',"0 S.S. VENT SCREEN ~ Y,i' GROOVE PER SCREEN (2 PLACES) 12 la ---..c: ,-., --;,-,?>-, r---c--">-, >----;,-, - 3'' I CAPBEAM ' WOOD RAFTERS WITH 3/,," SHEATHING TOP AND BOTTOM OF RAFTERS WALL FRAMING SEE SPEC SHEET FOR DETAILS CAP BEAM AND TRIM PIECE (SHOWN FOR REF. ONLY} >--, _/ "" ....... 2?:,-, r----,. ?:,--,. • I -----L_ ------~ ------=:::_ ~~-......_ ~~~ 26)'.," 6" ' 29¼" . ·. . ·.· • .. NOTE: OUTER SCREEN TRIM MUST NOT BE SCREWED THROUGH CAP BEAM SO AS TO PREVENT WATER INTRUSION, 2x2 WOOD SCREWED \ TOCAPBEAM \ sHn S.S. VENT SCREEN 2x2 WOOD NAILED TO OTHER2x2 EXTERIOR SIDE CAP BEAM SECTION B MAY O 7 2Jli\. --. -'(f '1;,1;>\ AUG 3 1 2Gl~ PROJECT NAME & LOCATION: SHEET TITLE: Approved for Const; Job No: 18115 ■ c/!J' COPYRIGHT 2014, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY, THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER 1----1---1--------------------,l--l---+-+--------------------r--1 ■■ ~ INDUSTRIES, INC.AND PUBLIC RESTROOM COMPANY AND SHALL NOT • BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS ■■ =:::~-~ AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES 1,..,;;;D,:.;AT,;,;E;...1,;RfY;:;.;,;:,.#1.... _______ _;RE;;;;,;;V,;;;IS;;,IO;;;N~-------..l..;;B;.;,Y.,L..;;.D.:.;AT,;,;E;...i.;RfV,;;.;.#;.. _______ ,_REV;;.;,;l.;;S,;,;IO,;,;N,;,.. _______ ....,B;.Y;.,i1,,■;;;""'.■--P•.o,;,;·•;;;o;;,x488=.;;•;.;"".;;m:,;;;•;;:•i::na,:..;;o;;,;R.;;97.;;325--04::=89;._...,_0.:..R_PU.:..B:c:Ll:c:C.:..RE:.==STROOMCOMPANY. PUBLIC RESTROOM COMPANY Bui !ding Better Places To Go. Ph: 888-888-2060 I Fax: 881HSB-1448 San Miguel Park Newport Beach, CA DETAILS Ale Copy: Dra-wn B : NJP A-4 / HSS3~e'POST CAP BEAM\ ¥;} / 3/16 V ,.........,_ _ __,,ir-1, '"'/--+--, " ' lt' ~ I 3" ' " ~ ~ ¥: ~ ;::; "' A SECTION A ~ SS3J<3xYa POST AP TOP OF POST, TYP. ----> --,-, --... ~j:;;::::=~r· 12 3' -......i._ !3 -;----~ ~:,//! --A -"" --I I ----I --• CAPBEAM • j .J,_ _____________ _:s.::.1Y..::.•"--------------.,r-"-1-------2"'_3/.c..•" ______ ,r-_6_"_,r-. I 1 VENT POST DETAILS 1 1 /2'' = 1'--0'' 8" 4" Y." ,¼"0 1, 4" ~z• ?\ 4" 1 z• 1 CONNECTION PLATE -3-,1-6..,V-rz-,....__ , " ½'' PLATE 4"x 8" v-¾"0 BOLT . •~ ~• w/ (2) ¼"0 HOLES ~ TYP. ' ~--t -""" ~ l:.iS - ¾" ¾" "" ~ 7' -----+-• \ -i,. \_ CONNECTION BOLT PLATES ¾" PLATE 2l',''x2Y," TAP FOR ¾"0BOLTS CAPBEAMS HSS6x4x)'s w/ ¼"0 HOLE FOR BOLT NOTE: ASTM A325 BOTLS (TYP.) ' 2 CAP BEAM CONNECTION 1 1 /2'' = 1'--0'' SITE CONNECTION L 29½'' ., ©- ~ ~ ~ co "' ----~ ~ " ,., -- .t!Q1§;. C,\ THIS DIMENSION IS FOR REFERENCE ONLY AND IS FROM THE INSIDE ~ OF THE CAP BEAM TO THE INSIDEOFTHECMU BLOCK WALL. @ THIS DIMENSION IS FOR REFERENCE ONLY AND IS FROM THE INSIDE OF THE CAP BEAM TO THE INSIDE OF POSTS. ' ~ ALL STEEL INTERSECTIONS WELDED WITH MIN. 1/,,' FILLET FCAW-A WS 5.20 '!'.:I ALL AROUND OR )e' GROOVE WELD. UNLESS NOTED OTHERWISE. cp 6" ]\;,- I I I I I I I I ' I I I ' I I I I I I l I ' I I I I I I I I I I I I I I I t I I I I I i 1 I I ' ! ' I i I I ' ' I I I I I I I l I I I I I I ' I i I I I I I I I I I I • I I I I I I I I I I I I I I I I I I I I I I I ! I 11'-S' [137'1 MOD '01' 9'..(J' (108'1 7'-Z' 10'-11" [131'1 :0 I I I @_1_"_....,,~,..: ' I I I I I I I I I I I I I I I I I I I I I I I I -"I,---!l;'==lo==-=-\l I _.:_-_:-_~ I I I I I I I I I ' I I I ' I I I I I I I I 1" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 16" / 2 ' ,A-5 / cp cp 22' • 1 O" [27 4'1 OVER ALL 11'-S' [137'1 MOD '02' 9' -8" I 116'1 MODUNE 10'·11" (131'1 6" __ _ -_ -·--_ -_ ·u----_-_-__ ·:cr _ _ '71 ' "' -, I I I -<1+----''k-r ..,_, I I I I I I I I I ! I := I I I I -I I I I l I 1, @ 1, I I I #] I I I I I J I I I I I I l I I l I I I I I I 1 l I I I I I I I l I I I 9'."°'' I l : ;'!'-------------'--=·-----------~' I I I I l I I I I I l I I~-'° i \ v HSS6x4xY,, CAPBEAM TYP. i ~ 1 1 (UNLESS NOTED OTHERWISE) 1 I I I I I I I I I I I I I I I I I : 1" tii'-: I l '1 l*I) I I I I I I I I I I I I I I I I I I I I I I I I I I I -l/ ' 71 I I I ~~ I I ..,y.. ___ 2_4_"_~! !~ I • I 1" I I j1 I I .,., I !@ I I I I I I I I I ~ I I I I --I I ' I I ,.. I I I I I I CMU WALL BELOW (SHOWN FOR REF. ONLY) -@ @_1_"_.,..._, I I I I I I I I I I I I I I I I I I I I I I I I I I z 7 I I I I 'lcc,---;:;;----r=liiF===-=j,==,~=-!6;'--------f-,!!ij,!!!e:'t=======!-b:l!:-c,=;=='ic===~F'=,----:::----.,d,[' ! r O [ • -- --o_ -, _: == -= _ D r ,➔ ,,t---,,_~,k-. I I -=n ' l J J f----=----...c:.==c.;___;;.;.;;_:;.;,;,.;===f=-------->,_.::f::,_7========:.J:.::c=..:::::::======:.::...---+:_-__ .;:L=·.::·-><:!!,j ---~- HSS3'x3"»'e' POST (TYP.J _/ ,. - --------J 6" 7'-8' (92'1 45' 45' CAP BEAM PLAN 1 /Z' = 1 '--0'' I 7'-8' (92'1 1 A-5 ' '\... / ''.- -- . MAY \l 7 2.GW ...... tr l-==4,=+--------:===--------h~l-==+.=.1---------;:;;:;;;;;;:;;;::..----------!-;:.;;-t ; ~ DATE R!V# REVISION BY DATE flfl/# REVISION BY ■■ P.O.BOX489 ■ Aumsv•e.OR97325-0489 COPYRIGHT 2014, BLAZER INDUSTRIES, INC. AND PIJBLIC RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERlY OF BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT M AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES OR PIJBLIC RESTROOM COMPANY. TiID PUBLIC RESTROOM COMPANY Bulldin& Better Placoa To Go. Ph: 888-&-2060 I Fax: 888-888-1448 PROJECT NAME & LOCATION: San Mlguel Park Newport Beach, CA SHEET TlnE: Appnwod!oreonst: JobNo: 18115 CAP BEAM PLAN & DETAILS 1-~-rawneor,y_B_y::: ____ NJ_'P_f---jA-:;--,-_---=t=,:-1 luuo Date: ()4.(JS..14 PLUMBING FIXTURE SCHEDULE QTY FIXTURE DESCRIPTION 3 WATER CLOSETS· stainless ACORN 1675-W-1-HET-FVBO-ADA.PFS 3 FLUSH VALVE • toilet ZURN Z6143AV-HET-BG-7L 3 TOILET SEAT -black BEMIS 1955C HC URINAL -stainless ACORN 1709 HEIJ-W-1-0.5-FVBO FLUSH VALVE-u~nal ZURN Z6195AV-EWS-BG-7L 2 LA VAT ORY -with deck mounted spout ACORN 1652-lRB-1-0MS-03-M 1 HOSE 8188 WOODFORD 24-PC 2 PRESSURE GAUGE PROFLO PFG 100K 1 DIAPHRAGM TANK· 30 got. PREP ONLY 1 WATER FILTER KEYSTONE CG I 0 2 FLOOR DRAINS ZURN ZN460-2NH-5B SIDE OUTLET 1 PRY VALVE 11/Z' WATTS 25 AUB-23-GG 1 CHECK VALVE 1 1/Z' PROFLO PFX31 SJ 2 HAMMER ARRESTOR SIOUX CHIEF 654-CS VENT CAP • vondol proof SMITH 1748 CORPORATION STOP AY McDONALD 731496-1 1/Z' 1 WATER HEATER TANKLESS STIEBEL DHC•E-12 PIPE MATERIAL PIPE SCHEDULE TYPE OF SERVICE WATER ABOVE GROUND BELOW GROUND SANITARY ABOVE GROUND DRAINAGE BELOW GROUND ABOVE GROUND SANITARY BELOW GROUND VENT ABOVE ROOF UNION ~ °' w "-"-"-0 0 u u ~ ~ w w "-~ ~ v v HIGHPOINT BLEED VALVE GROUND GAUGE ffi < ;:: u ~ fii? w .., ::, @ :c i;l CHECK --WIRE \ : VALVE ~ A-------'----, PRESSURE ~ ~ \ GAUGE "-...._ 'c. \]l-<;;~(\~=,---ll[]l-~.,._.l-j~ ~~~7 /0 u u HOSE 8188 -----..._ ' .:. L PRESSURE '--1N-LINE t-REDUCTION WATER GROUND WIRE \ 15;:: VALVE PLASTIC FROM ELECT. ~ ~ FILTER PANEL . ~ u.. ,· i50 la ::, :c 0 z • ~ ~ u v PRV & FILTER COMBO NOTTO SCALE ::{ :-,· '( ! > ;:: 0 ~ ~ ~ fii? ~ w .., ::, ::, 0 0 w w :c :c u u .,, .,, v v v ✓ INTERIOR WALL-----..D/ ~ S.S. BAND {REMOVABLE TRAP) ~ I---TO MAIN DRAIN DRAIN PIPE TO SLAB OPENING IN CHASE ---' P•TRAP TO BE J LOCATED 24" MAX FROM FLOOR DRAIN FLOOR DRAIN DETAIL SCALE: 3/4" = 1'-0" EXCLUDE TRAP PRIMERS CLEANED BY HOSE DOWN EVERYDAY - WASTE AND VENT PIPING: • FIXTURE UNITS .......................... 25 • SIZE OF BUILDING DRAIN ............... 4" • AGGREGATE AREA .................... 12.566 GENERAL NOTES: WASTE -SIZED TO 2013 CALIFORNIA PLUMBING CODE. • D.W.V. MATERIAL· P.V.C. -D.W.V. UNDERGROUND MATERIAL· P.V.C OR A.B.S. • P·TRAPS ON ACCESSIBLE FIXTURES INSULATED. • CONTINUATION OF WASTE LINE DONE ON SITE BY OTHERS. -SITE CONNECTION TO SEWER LINE AND MODULE LINE CONNECTIONS ARE CLEARLY LABaED - I\ = • MODLINE "' I I I I I I ' I ' I -4" VANDAL PROOf VENTCAf' T TO BE Vf;RflED 4" WASTE STUB LOCATION TBD ~ -.. ( ~I ··-__JJ ~ ~ ~ - ~ • H.WC ' Fl.OOi! DRAIN SSE DETAll ABOVE FLOOR BELOW FLOOR WASTE & VENT PLUMBING PLAN NJP • ..AL l:::::±::jt::::::::::::::::::::::::::::::::::t::~:::::~:::+::::::::::::::::::::::::::::::::::~:=1 :: ~c. l ---l.=d---------,,,,==,.,--------h.v"1hnAiFF"ltifiiit-------71fvjisi(5N-------17w1 ... ~!om DATE RtV# REVISION BY DATE Rl'V/1 REVISION BY ■■ P.o.eox'89 ■ Allmav ... OR97325-0489 '14-24-14 ADD WATER. HEATER. 1/4" = 1'--0'' COPYRIGHT 2014, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. ANO PUBLIC RESTROOM COMPANY ANO SHAU NOT BE REPRODUCED, USED, OR DISCLOSED TO OlHERS El(CEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF'BLAZER INDUSTRIES OR PUBLIC RESTROOM COMPANY. • liJiJPUBLIC RESTROOM COMP4NY But ldln1 Batter Places To Go. Ph, -I fax, 88H88·1448 PROJECT NAME & LOCATION: 1 Jfl F.IP. ST\JB FOR RJTURE IF PRf.S$URE TANK IN HEEDED. WATER ABOVE FLOOR T08fVERHO BELOW FLOOR 1 ½" WATER STUB LOCATION TBD WATER PIPING: -FIXTURE UNITS ................. 114.5 • DEVELOPED LENGTH . . .. .. .. . . 100' • ELEVATION DIFFERENCE ....... (Y • STREET PRESSURE .............. 46 to 60 -METER SIZE . .. .. .. . .. .. .. .. .. . . 1 1 /Z' • BUILDING SUPPLY SIZE ......... 1 1/Z' GENERAL NOTES: • SIZED TO 2013 CALIFORNIA PLIJMBING CODE • POTABLE WATER MATERIAL -COPPER • TEMPERED WATER LINES TO BE INSULATED. • HAMMER ARRESTORS INSTALLED TO CODE. • CONTINUATION OF WATER MAIN DONE ON SITE BY OTHERS. • AS PER CODE. A TEE WITH A PLUG WILL BE PROVIDED FOR A THERMAL EXPANSION DEVICE TO BE INSTALLED ON SITE BY OTHERS IF NEEDED. • WATER HEATERS SHALL BE ANCHORED OR STRAPPED PER CODE, • SITE CONNECTIONS TO WATER MAIN AND MODULE LINE CONNECTIONS ARE CLEARLY LABELED • ~ NOTE: THIS WATER SYSTEM IS DESIGNED WITH A MAXIMUM DE'✓aOPED LENGTH OF 100' FROM THE METER TO THE •• BU1LOING. BUILDING PIPE SIZE IS 1 JI,". I\ <·l SHEET TITLE: MAY O 7 2014 ff 7'?\ AUG 8 1 2015 Approved for Cenat JI U'fi_, , ,1/•).t/-( £( Job No: . . ' 18115 San Mlguel Park Newpc,rt Beach, CA PLUMBING PLAN & INFORMATION FileCopy: Ora'Ml Bv: '"""'Dale: NJP 04-24-14 P-1 I 'f ELECTRICAL FIXTURE/EQUIPMENT SCHEDULE & SYMBOLS SYMBOL QlY RATING PANEL .. ◄ 1 l 00 AMP MAIN BREAKER LIGHT • EXTERIOR ~42 l 42W ------ LIGHT· RESTROOM ~26 4 26W LIGHT -MECHANICAL 3ro l''·W//2?'#1<1 1 36W HAND DRYER cf 2 840W RECEPTACLE A DC l'\GFCI I 1500W SWITCH ( i; 3 TIMECLOCK ® 1 PHOTOCELL 0 1 1800 VA RATED WIRE FOR WATER HEATER 00 I 12KW CKT NO. 1 3 5 7 9 11 NOTES: 1. ALL CONDUCTORS ARE STRANDED COPPER WIRE. 2. RATING OF STANDARD PANEL IS 22,000 A.I.C. 3. WIRING METHOD IN METALLIC CONDUIT. 4. INSTALL UFER GROUND IN SLAB, TERMINATING IN MECH. 5. GREEN GROUNDING CONDUCTOR IN ALL RACEWAYS 6. SITE CONNECTION POINT FOR ELECT SERVICE AND MODULE LINE CROSS OVERS ARE CLEARLY LABELED 7. ALLOWABLE WATTAGE FOR BUILDING LIGHTING IS 178 105 SQ.FT MENS x 0.6 WATTS PER SQ.FT. FOR 63 WATTS. 111 SQ.FT. WOMENS x 0.6 WATTS PER SQ.FT. FOR 67 WATTS. 68 SQ. FT. MECH. RM. x 0.7 WATTS PER SQ.FT. FOR 48 WATTS. THE INSTALLED WATTAGE FOR THIS BUILDING IS 140 ONE-LINE-DIAGRAM 100 AMP PANEL MAIN BREAKER 120/2,4() 10 UFER GROUND REQUIRED EJ #4Cu 2"P.V.C. WATER #4Cu #4 Cu GRD. ROD UFER GROUND -,-~ (ON SITE BY OTHERS --= IF REQUIRED} - PANEL SCHEDULE MAIN BREAKER 22,000 AIC 100 AMP PANEL SINGLE PHASE DESCRIPTION '"" WIRE VOLT I l ] VotT WIRE TRJP DESCRIPTION AMI'S SIZE AMPS AMPS SIZE AMPS 12 -~ ~-,, 12 20 EXTfRIOR LIGHTS HANO DRYER 2D 840 HANO DRYER. 20 12 840 -~ ~-104 12 20 RESTROOM LIGHTS 12 1500 -~ ~-" 12 20 MECH ROOM LIGHTS MECH RM DC GFCl ,0 SPACE . -~ ~-"""' • 60 WATER HEATER SPACE . -~ ,.,.....,__ """' I I I SPACF. . -~ ~-SPACE ELECTRICAL PLAN REVIEW LOAD CALCULATIONS VOLTAGE: 120/240 PHASE: 1¢ CKr NO. 2 4 6 8 10 12 CONNECTED LOAD CALC.LOAD LIGHTING EXTERIOR 42 VA X 125 % = 53 VA INTERIOR 1-40 VA X 125 % = 175 VA RECEPTACLES THRU 10,000 0 VA X 100 % = 0 VA OVER 10,000 0 VA X 50 % = 0 VA MOTORS, COMPR. TOTAL 0 VA X 100 % = 0 VA LARGEST (0) VA X 25 % = 0 VA HAND DRYER (2) 1680 VA X 100 % = 1680 VA DC GFCI RECEPT 1500 VA X 100 % = 1500 VA DC GFCI RECEPT 12000 VA X 100 % = 12000 VA TOTAL KVA 15.36 TOTAL KVA 15.41 CONNECTED CALCULATED LOAD AMPS 64.01 LOAD AMPS 64.2 4-24-14 ADD WATER HEATER NJP CALC. LOAD DESCRIPTION 120/240 SINGLE PHASE WITH PLUG-ON BREAKERS 53VA . 42 WATT COMPACT FLUORESCENT 33VA TWIN 13 WATT COMPACT FLUORESCENT 45VA 4 FT.· 2 LAMP· LED 840VA REMOTE POWER ELECTRIC 1500 VA DEDICATED 20 AMP GFCI RECEPTACLE SINGLE POLE SWITCH TIMECLOCK PHOTOCELL I2KVA STEIBEL WATER HEATER . ■ l---~-+----------------+-1---1--t----------------+--1 ■■ 1--~f---+----------------+-+----l-+---------------+--t ■i DATE f/£111/ REVl510N BY DATE f/£.V/1 REVISION ,_ ... BY ■■ MODEL SQUARE 'D' #Q01I2M100 KENALL #S711DCDB42Pl20 KENALL #S7I1DCDB132120 GREENLIGHTING AL-42L FASTAIRE HD03 LEVITON 7899-1 LEVITON 1221-1 INTERMATIC TIO] INTERMATIC K4421M STIEBEL DHC-E-12 / ' /= ' / ' / ' / ' / ' / ' / ' / ' / ' / ' / ' / 'v'f HEIGHT TO TOP 72" 120" 104" --------- CEILING MOUNTED 39" TO CONTROLS -------·---•-----· 48" 48" -------------------------- FIELD DETERMINED ON ROOF COMMENTS FURR-OUT 6" CONTROLLED BY PHOTOCtLL / BYPASS SWITCH -· CONTROLLED BY TIMECLOCK / BYPASS SWITCH ... --". -·-• --------------- NOTE: (2) BYPASS "ON" FOR LAMP TESTING -----··-,----------·---------------------- . --------- I MODUNE < < I G/ "--< I I < I '--/ < I =< < I >( I, I I' I " I ' >( )( < >< 26 "' v'\ A A A A A ,A /",, A.._, \m x )< 'x Iv x 30"x36" CLEAR =~~~~~~~.....,1,,.1:J,..,' FLOOR SPACE f-'v'--_vlL._'..:,/c..___;V.__"J~_.:.,.'v....Lh REQUIRED IN FRONT OF ELECTRICAL PANEL -: =- #2 " .---------IN ' ' ·, N ' ' PHOTO CELL B R 1-t~--< H · LJ,j-"-~ H YPASS SWITCH LABEL ''TEST' IN "ON" POSITION EXTERIOR LIGHTS BYPASS "ON" LI AA.AA.A_ / / ' / ' / ' / ' / ' / ' / ' / ' / ' / ' / ' Tv ~ LOCATION ----------TBD IN FIELD INDUSTRIES, INC. www.bJazerind..tom P.O.BOX489 ■ Aumsvltle,OR97325-0489 INSTALLED THRU ROOF IN MECHANICAL ROOM ELECTRICAL PLAN 1/2"=1'-0" COPYRIGHT 2014, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPEPTYOF BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES OR PUBLIC RESTROOM COMPANY. lmf PUBLIC RESTROOM COMPANY 8ul ldlr11 Bi,tti,r Plaoes To Go. Ph: 888-888-2060 I Fax: 888-881M448 ARS 4/24/2014 PROJECT NAME & LOCATION: San Miguel Park Newport Beach, CA ,, TIME CLOCK '~,~ N 1 2 1-+~--{H ~'~ ' N H YPASS SWITCH LABEL ''TEST' IN "ON" POSITION INTERIOR LIGHTS BYPASS "ON" SHEET TITLE: ELECTRICAL PLAN & INFORMATION Approved for Const Job No: 18115 Filo Copy: Drawn B . NJP Issue Date: 04-24-14 E-1 • ALL 24" -#4 EPOXY COATED REBAR @ 4" DEEP AND 24" O.C. AROUND BUILDING PAD NEW MIN 6" THICK CONCRETE SLAB t ' 6,, • I I \ . " • . . ~-• ~ ~ NEW PRE-FABRICATED ~ RESTROOM BUll..DING I ~ ~ ~ ' ~ ~ 12" EMBED (BOTH WAYS) ~r / I ( 8" CONCRETE SLAB I A < ,, " A 4 A < A 4"X4" 45· CHAMBER ,_ OPTIONAL SLOT ... )'<'' GAP 12" r IY,"0 _,,,,-CONNECTION PLATE d{ / Y:i' STEEL PLATE 1 Z'x4" INTERIOR FRAME ANGLE-~ L6x~ ... (HAS GAP) Ell 1" x 2¾" COUPLER NUT PERIMETER FRAME ANGLE WELDED ALL AROUND L6x~6' (NO GAP) -•. -,· ,-1-✓-1---~,4---!-- : JlJlJiL : -~-.1--q J~, "~ CONNEC~: \__ H;LEIN ANG~ (SIZE TO ACCEPT 1"0 BOLTS_\./ I MODLINE PLATE TURNED DOWN COUPLER NUT) PLAN VIEW SECTION 1 SIDE MOD. SITE CONNECTION DETAIL I 1/Z' = 1'-0" SAN MIGUEL PARK RESTROOM REPLACEMENT BUILDING TIE-DOWN DETAILS ....,---··· cp 22'-8" [272'1 SLAB OVERALL . '. 11 '-31/a" SLAB 'MOD 01' 11 '-3½" SLAB 'MOD 02' MODLINE ¼"GAP r-,, -------------------------· ~ -------------;n-------~ ~;f---i K - J ' / I I t I I '-. / I I I 1 l , I I I \ I ', , I I I ! 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ONLY) "' : ALL ROOMS \ ! l TOP LIFTING I I ~ : POINT {SHOWN : : I I I , I , l!' 7 r----------·---·--...L.J, FOR REF.ONLY) ~--Iii' ____________ LJ ___ _ SLAB PLAN COPYRIGHT 2014, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERlY OF BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS • AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES OR PUBLIC RESTROOM COMPANY. 1/2" = 1'-0" 1iliJPUBLIC RS.STROOM COMP.A.NV Bui ldlna: lotter Places To Qo. Ph: 888-688-2060 I Fu:: 888-888-1448 PROJECT NAME & LOCATION: San Miguel Park Newport Beach, CA ' I • I ::J : SHEET TITLE: SLAB PLAN ,. Tl·,,-'1 ,,1-. .-' · --. .... ,_.- App10\18d for Const: File Copy: Drawn Bv: . ' • • MAY O 'I 2014 ' JobNo: 18115 NJP nA l''U) 4 A S-1