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7.3-153 Record Drawing
Q z ry w m Q m O J Q m w O J 0 N Q M, N O 0 N �i N a L w LA Q m U d w 0 0 a� m L 0 m a� 3 0 J I N U 00 / z Fy w w z z w I 0 0 J xg39d6. xg39d6.27 ri f 6.62 396. 36°x'" conc awning op 396 14 396 57 k o Ate a • a 396. xgnd 396.33 396.14 Aconc conc 0 W X396. 396.36 396.00 grid conc conc 26 /\awning 9 0 cap 396.73 W39612 conc conc ly = RA] 0 395.93 sprink xg39d5.9(' 1 s xg39d6.Ot l S g39d6,00 X331d6.0E S 61 -CA Lek s 26 7 396.05 tP grid o 1 9f 395.94 sprink s "7)p-GOfZ� I`l CZ(Z� L_l Iv1J b 8 EX. EL EC. BUILDING 45' 39 96.33 sp i g 0 r or 395.99 396.04 396.21 Xgnd xgnd /\grid d6.1 POINT 0 CONNECTION 2 POWER 396.25 ' sl M��5.92 wv xg39d6.18 x396.02 l}5 x 96.1 grid grid I I I 396,14 396.00 395.99 xgnd xgnd xgnd g 6.0 91' L AP ROX. ' A TERLI 0 VERAL x396. P.AN FOCI' n .9 xg39d5. 2 x dd i GD I I QD I I 39610 395,96 395.83 395.82 395.82 395.86 395,7 EX. AWNING conc grid xgnd xgnd gnd /\grid xgr d DAYLIGHT TO EXISTING 395.59 `396, 5 X39.9 S sprink 39 .14 39,97 39 .90 395.89 395.84 395.81 grid conc xcco96c33 g 3 9n X39 - gnd xgnd 45.6. 1�. rm�►o �,,v1z.t' -7 6� SGw,��' � L1 Du� C,iO x�''.396.45 396.37 3957 a ° ' 3j 39 .�ng ap /\awning op ,ao,`o a 6�. :5., ° ' a conc op CONNECT TO EX. SEWER 3' ' ° I LINE I' h ,54.560 .98 ® 395.89 ( 39 .83�,�' I' 395.85 395, 73 x395,71 con6• do c ° gnd q xgnd ^a °I gnd gnd /\grid x d5.61 396,15 396.19 396.5 .9 ' 6 ' ° . S :I a, xgnd xgnd xgnd 6, ( 15 4 FF= 396! 5 0 4 4 Q - - - - tp o I I a o x395.80 xs „.7 395. 4 . 9 .93 . ° 95.80 `396' i . gnd nd x 396 396.02 s rink 395 7 s 395.73 M 9 and o c. x rid x 395.68 5 83 395 61 x395.82 xgnd xg39d5.73 co ci g gnd I gnd rid °• 1 I 9 sl xgnd ce dec -5 -- 395.9 ° a �C. J r2 Vf)'yi� %� 396,10 3g6 conc 5 a 396.00 ��. 4&395 50 sprink x39.81 x39. 4396.19 39 27 395,95 395 2 6 39 ,61 g gnd conc /\`oon 00 -"� gnd- gnd gn9d5.75 /\g39d5.68 +'gnd �g6. coy c poc 25, ��h ice. 396.07 5 one poc / ✓ DAYLIGHT TO EXISTING Ex b''G�� Sew 396.16 � 396. Y� EX 395.. o xgnd 74 xgnd 395 ne poc x395.83 x39.62 ,x395.73 x395.60 395.69 396.26 x396.1 99 -98 g 4 grid gnd gnd xgnd conc cane s Ooocbcp 396.16 conc 6.10 396.22 rnh conc x395.67 119 396..2 9r ? %� �g. 396P9 396.14 ,395.87 395.74 395.54 gnd s 96.25 /\conc co cconcxcon c �o'c xgnd xgnd xg39d.59 x nd5.45 xgnd /\bldg overhang ap xbld overhang op EX. RESTROOM W ♦I LOWELL PAKK KEOT900M FACILITY OlrE PLAN & OKAOINO PLAN SCALE.' 1" _ 10' File Nome: BASE PUBLIC WORKS DEPARTMENT Job No.: P8C219 Date: Jun. 25, 10 CITY OF BAKERSFIELD, CALIFORNIA �I CONSTRUCT /ON NOTES 1❑ CONTRACTOR TO ADJUST IRRIGATION SYSTEM TO ACCOMODA TE NEW RESTROOM FACILITY. Q2 POINT OF CONNECTION FOR POWER. CONTRACTOR TO FIELD VERYIFY EXACT LOCATION IN BUILDING AND SIZE CONDUIT AND WIRE APPROPRIATELY FOR NEW RESTROOM FACILITY. 03 POINT OF CONNECTION FOR WA TER. CONTRACTOR TO FIELD VERIFY EXACT LOCA TION OF WA TER LINE. ® CONSTRUCT CONCRETE "V" GUTTER PER C.O.B. STANDARDS Q5 CONSTRUCT 4 FOOT W X 4 FOOT W X 4 FOOT D DRY WELL. PLACE SOD OVER DRY WELL, SEE DETAIL SHEET 2 © CONSTRUCT CLEANOU T PER C.O.B. STANDARDS. GENERAL NOTES EXACT FLOOR PLAN SIZE TO BE DETERMINED BY PREFABRICATED RESTROOM MANUFACTURER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION. CONTRACTOR SHALL MINIMIZE WORK AREA TO MINIMIZE BUILDING FOUNDATION SHALL MEET GEOTECHNICAL INVE, RECOMMENDA TIONS. LEGEND: o�$ 0� EX. TREE �o DESIGN CONTOUR EX SPRINKLER l' EX. LIGH T 396 5 DESIGN GRADE --- - - - - -- BUILDING OVERHANG ° 4 " PCC CONCRETE CLASS 2 OVER 6" ° . a NA TURAL GROUND 909" REL COMP. DRAINAGE FLOW Dra wn: TMA Engineer: TMA Checked By.- QROFESSION pEAN Fn REGI TER 1 VIL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD Civt�- 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93309 F OF CAt_\F y m�'� REVISIONS Ca <_ �8 » _ � No. DA TE DESCRIPTION so ass UrILITY PO /NT OF CONNECTIONO G� - OVERALL SITE PLAN LOWELL PARK RESTROOM FACILITY LOWELL PARK E 3 -1s3 SHEE T NO. 3fXOF 3 2 3 i Qv lei of O N O 0 N O 0 z 0 C vi D m I cn Q V a E 0 0 L 0 ry L 0 n a� 0 I N U 00 / z LLJ w z z w I 0 0 / 396. 396.28 396.0@ Xgnd conc cone 396. Xgnd 396.33 396.14 POINT OF CONNECTION conc conc sl 75.92 �w a - - •S ti j 3 5 X33946.00 X3395.99 C) j. X396. 396.36 396,00 kK conc conc 96,26 �5 X 9 0 awning ap X396.73. 396,12 conc conc ,. X396.26 396.31 gnd c n =q .'> 396.,42 Xgnd 5 96,21 gnd �f • - Vi �i �: k u ; w Q :' 396,27 Xgnd X96.17 gnd O Y* Q ;. 396.62 396.58 M6Y conc m owning qp o X396.26 w R J,,.. gnd � H' fi 96t. 24 prink 0 N I I x396.17 ^ EX. A WNING lei of O N O 0 N O 0 z 0 C vi D m I cn Q V a E 0 0 L 0 ry L 0 n a� 0 I N U 00 / z LLJ w z z w I 0 0 / 396. 396.28 396.0@ Xgnd conc cone 396. Xgnd 396.33 396.14 POINT OF CONNECTION conc conc sl 75.92 �w a - - v j 3 5 X33946.00 X3395.99 C) j. X396. 396.36 396,00 gnd conc conc 96,26 �5 X 9 0 awning ap X396.73. 396,12 conc conc i Zo m 0 395.93 sprink: X339.9 Xg3946. 396 08 gnd° SEWER LINE 83' 7 X39.05 *395.94 spank EX, EL EC. 8 BUILDING INSTALL APRROX. 230' OF o A TERLINE, SEE 0VERAL Xgnd'PTE PLAN Fr,9 1 395,96 �,39d5.83 _�3�9d.82 395 2 � g 396.00 • r s 6.1 d X196,1 I I 3 6.0 Xq d X3 45.8 9 I I I 3 7 Xg d' s 961 96Q 96A *395.59 sprink 5'10 X339,14 396.57 396. 39 9 .14 •.•X 95, •7 5' ° 3 5.89 395 4 395.81 Xcone o .c °`" 9nadg d gn X3 5,6. ° 4- - - - - -- -I DAYL`T TO EXISTING 9 d X 6.37 396 5 a g a p - ;a A wr ° . a 39y' Aconc op CONNECT TO EX. SEWER z J° I LINE 1 I oo I co r0.0 98 � X395:8941 X395,83 � X3 5.85 � 395,73 395.71 3 5.61 co r0.0 o •c � A. gnd a 1 gnd 1 g d M gnd Xgnd Xgnd 396.15 396.19 • • �9 6• ° ,' 1 Xgnd Xgnd X33 86.5 6` 5'v Ca` FF= 396.5 t� 4 4 &P, a • a•I 1 ' • 8 o a 1' 1 P ° X395.80 X39,.7 395. 4 9 ,93° 0 95. 0 395,74 ���� i gnd Xgnd Xgnd cab co c Xand 1 ri gnd 1 g3 45.73 395.68 *JQ',60 X395.61 X3395, 75 x395,82 Xgnd X33945, 73 x395,81 Xgnd x395,74 Xgnd 45 3 - a sp , X3396,04 X339.21 POINT OF CONNECTION POWER 6.25 sl 75.92 �w a - - v X3396,02 3 5 X33946.00 X3395.99 INSTALL APRROX. 230' OF o A TERLINE, SEE 0VERAL Xgnd'PTE PLAN Fr,9 1 395,96 �,39d5.83 _�3�9d.82 395 2 � g 396.00 • r s 6.1 d X196,1 I I 3 6.0 Xq d X3 45.8 9 I I I 3 7 Xg d' s 961 96Q 96A *395.59 sprink 5'10 X339,14 396.57 396. 39 9 .14 •.•X 95, •7 5' ° 3 5.89 395 4 395.81 Xcone o .c °`" 9nadg d gn X3 5,6. ° 4- - - - - -- -I DAYL`T TO EXISTING 9 d X 6.37 396 5 a g a p - ;a A wr ° . a 39y' Aconc op CONNECT TO EX. SEWER z J° I LINE 1 I oo I co r0.0 98 � X395:8941 X395,83 � X3 5.85 � 395,73 395.71 3 5.61 co r0.0 o •c � A. gnd a 1 gnd 1 g d M gnd Xgnd Xgnd 396.15 396.19 • • �9 6• ° ,' 1 Xgnd Xgnd X33 86.5 6` 5'v Ca` FF= 396.5 t� 4 4 &P, a • a•I 1 ' • 8 o a 1' 1 P ° X395.80 X39,.7 395. 4 9 ,93° 0 95. 0 395,74 ���� i gnd Xgnd Xgnd cab co c Xand 1 ri gnd 1 g3 45.73 395.68 *JQ',60 X395.61 X3395, 75 x395,82 Xgnd X33945, 73 x395,81 Xgnd x395,74 Xgnd rind I g gnd ec h 5 ° 395.9 396.10 3961 conc 396.00 °` • 395.50 sprink X395 6.1 39 27 95.95 X395.72 395.68 395.75 395.68 395.61 conc cone p ` d gn g� gnd Xgnd Xgnd 1)96,0 co r c poc 25' 396.07 one poc DAYLIGHT TO EXISTING 396.16 I 396.04 X39. one nc poc X395.83 X395.62 395.73 395.60 395 °69 396.26 396.15 9988 gnd gnd Xgnd Xgnd Xgnd conc 'conc cocicb p 396 16 . conc 10 396.22 �klje, conc X33945.67 139 X396.2 39N_39& �396�39 496.1 395.87 X395, 74 395, 59 395.45 395.54 s96.25 conc co c conc can c �1e and gnd Xgnd Xgnd Xgnd Xbldg overhang op Xbld overhang op EX. RESTROOM LOWELL PA�ZK K FACILITY 0/rE PLAN & PLAN SCALE: I"= 10' File Name: AS -BOIL IS Drawn: TMA PUBLIC WORKS DEPARTMENT Job No.: P8C219 Engineer: TWA Date: Nov. 3, 10 Checked By.- Cl7lY OF BAKERSFIELD, CALIFORNIA CONSTRUCT /ON NOTES l0 CONTRACTOR TO ADJUST IRRIGA T/ON SYSTEM TO ACCOMODA TE NEW RESTROOM FACILITY. 20 POINT OF CONNECTION FOR POWER, CONTRACTOR TO FIELD VERYIFY EXACT L OCA TION IN BUILDING AND SIZE CONDUIT AND , WIRE APPROPRIA TEL Y FOR NEW RESTROOM FACILITY. 33 POINT' OF CONNECTION FOR WA TER. CONTRACTOR TO FIELD VERIFY EXACT L OCA RON OF WA TER LINE. ® CONSTRUCT CONCRETE "V" GUTTER PER C.O.B. STANDARDS. 55 CONSTRUCT 4 FOOT W X 4 FOOT W X 4 FOOT D DRY WELL. PLACE SOD OVER DRY WELL, SEE DETAIL SHEET 2. © CONS TRUC T CL EANOU T PER C. 0. B. STANDARDS. GENERAL NOTES EXACT FLOOR PLAN SIZE TO BE DETERMINED BY PREFABRICA TED RESTROOM MANUFACTURER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION. CONTRACTOR SHALL MINIMIZE WORK AREA TO MINIMIZE IMPACT ON PARK OPERATIONS BUILDING FOUNDATION SHALL MEET GEOTECHN/CAL INVESTIGATION AND MANUFACTURES RECOMMENDA TONS. LEGEND; b' o a EX. TREE 8 DESIGN CONTOUR EX, SPRINKLER EX, LIGHT 396 5 DESIGN- GRADE --- - - - - -- BUILDING OVERHANG ° 4" PCC CONCRETE CLASS 2 OVER 6" ° . 4 NATURAL GROUND Q 909 REL COMP, DRAINAGE FLOW 0N AN pEAN R 9l F I /gn�Al m REGIS RE E - ENGINEER c w C 46803 m * Exp. 6-30-11 CITY OF BAKERSFIELD �P 1507 TR, UXTUN AVENUE qT CIVIL BAKERSFIELD, CA 93,301 REVISIONS No. DA TE DESCRIP TION 1 11 1021 10 REVISED BUILDING LA YOU & SI TE WORK 2 T /3©/ to 01k0w 1A. t OkW T OF W6%1 47 / / UTILITY PO /NT OF CONNECTIONS one OVEiFALL SITE PLAN I 3,q LOWELL PARK RESTROOM FACILITY LOWELL PARK I SCALE: I"= 40' 73-153 0 SHEET NO. 3 OF 3 2 3 9 .15 ° ° - - a - -'1 a r a - - conc 10 396.22 �klje, conc X33945.67 139 X396.2 39N_39& �396�39 496.1 395.87 X395, 74 395, 59 395.45 395.54 s96.25 conc co c conc can c �1e and gnd Xgnd Xgnd Xgnd Xbldg overhang op Xbld overhang op EX. RESTROOM LOWELL PA�ZK K FACILITY 0/rE PLAN & PLAN SCALE: I"= 10' File Name: AS -BOIL IS Drawn: TMA PUBLIC WORKS DEPARTMENT Job No.: P8C219 Engineer: TWA Date: Nov. 3, 10 Checked By.- Cl7lY OF BAKERSFIELD, CALIFORNIA CONSTRUCT /ON NOTES l0 CONTRACTOR TO ADJUST IRRIGA T/ON SYSTEM TO ACCOMODA TE NEW RESTROOM FACILITY. 20 POINT OF CONNECTION FOR POWER, CONTRACTOR TO FIELD VERYIFY EXACT L OCA TION IN BUILDING AND SIZE CONDUIT AND , WIRE APPROPRIA TEL Y FOR NEW RESTROOM FACILITY. 33 POINT' OF CONNECTION FOR WA TER. CONTRACTOR TO FIELD VERIFY EXACT L OCA RON OF WA TER LINE. ® CONSTRUCT CONCRETE "V" GUTTER PER C.O.B. STANDARDS. 55 CONSTRUCT 4 FOOT W X 4 FOOT W X 4 FOOT D DRY WELL. PLACE SOD OVER DRY WELL, SEE DETAIL SHEET 2. © CONS TRUC T CL EANOU T PER C. 0. B. STANDARDS. GENERAL NOTES EXACT FLOOR PLAN SIZE TO BE DETERMINED BY PREFABRICA TED RESTROOM MANUFACTURER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION. CONTRACTOR SHALL MINIMIZE WORK AREA TO MINIMIZE IMPACT ON PARK OPERATIONS BUILDING FOUNDATION SHALL MEET GEOTECHN/CAL INVESTIGATION AND MANUFACTURES RECOMMENDA TONS. LEGEND; b' o a EX. TREE 8 DESIGN CONTOUR EX, SPRINKLER EX, LIGHT 396 5 DESIGN- GRADE --- - - - - -- BUILDING OVERHANG ° 4" PCC CONCRETE CLASS 2 OVER 6" ° . 4 NATURAL GROUND Q 909 REL COMP, DRAINAGE FLOW 0N AN pEAN R 9l F I /gn�Al m REGIS RE E - ENGINEER c w C 46803 m * Exp. 6-30-11 CITY OF BAKERSFIELD �P 1507 TR, UXTUN AVENUE qT CIVIL BAKERSFIELD, CA 93,301 REVISIONS No. DA TE DESCRIP TION 1 11 1021 10 REVISED BUILDING LA YOU & SI TE WORK 2 T /3©/ to 01k0w 1A. t OkW T OF W6%1 47 / / UTILITY PO /NT OF CONNECTIONS one OVEiFALL SITE PLAN I 3,q LOWELL PARK RESTROOM FACILITY LOWELL PARK I SCALE: I"= 40' 73-153 0 SHEET NO. 3 OF 3 2 3 4 0 1 0 0- G CL G M 0 .m 0 as c. Restroom = uilding for ° ° oobom ooaflb�r,- Applicable Codes :. .......................... ADA & California Title 24 2007 California Building Code 2007 California Electrical Code 2001 California Plumbing Code Type of Construction : ...................... VB Description: ........ ............................... Park Restroom Occupancy:. .. ............................... B /S -1 Floor Area: ......... ............................... 572 square feet Blazer Job Number :. ......................... 17325 TPRC Project Number:.. ................... 7445 9 ao • The structural design details herein arp specific to the building size and module configuration shown onhe floor plan of these drawings. • Location of'this building shall meet r puired property code set backs. per local jurisdiction. 3 • Handicap accessibility to this structu(o shall be in conformance with local code including all pathways, r � jnps and paths of travel for parkin g g to building. f �{ • Soil bearing requirement is 1500 psf, pbgrade compaction at 95%. • Building plumbing system is based u ¢, n full flow existing water service. Loss of required flow rate of m or pressure below 35 psi gp p p may necessitate an intermediate we'l tank and check valve in line. TE I REV #{ I REVISION BY I DATE = akersfield, UTILITY BOX MARKED "WATER" WITHIN 6' OF BUILDING MODU DCOFAAMILIT 'Utility Lof7:�6:;)tion Plan UTILITY BOX MARKED "ELECTRIC" WIT41N 6' OF BUILDING I I UTILITY BOX MARKED "SEWER" WITHIN 6 OF BUILDING D ° 0 0 a Q Project Owner: City of Bakersfield 1600 Truxtun Ave., Floor 2 Bakersfield, CA 93307 Contact: Taylor Abernathy Title: Project Engineer Phone: (661) 326 -3746 Email: tbernathy@bakersfieldcity.us Contact: Greg Cronk Cell (661) 345 -9229 Phone: (661) 329 -3360 Email: gcronk @ci.bakersfield.ca.us Site Address: Lowell Park 800 4th St. Bakersfield, CA 93305 Project Contractor: Brown & Fowler Construction 3008 Antonio Ave. Bakersfield, CA 93308 Contact: Dave Brown Phone: (661) 324 -4142 Fax: (661) 324 -0714 Certified Manufacturer: Designer / Dealer: BLAZER INDUSTRIES, Inc, THE PUBLIC RESTROOM COMPANY PO Box 489 9390 Gateway Drive, Suite 102 Aumsville, OR 97325 Reno, NV 89521 Contact: John Roth Contact: Chuck Kaufman Phone: (503) 749 -1900 Phone: (888) 888-2D60 Fax: (503) 749 -3969 Fax: (888) 888-1148 E -mail. Johnr@blazen a.com www.publlcrestro mcompany.com I I 1 i 1 ° IM o° o D 8901ma T Title Sheet. t AC Accessibility Compliance. i i' A-i Floor Plan, Structural Design, Door Schedule. Sections, Roof Framing Plan. A� -2 Exterior EleVgtion�, Exterior Finish Schedule. A-3 Interior Elevgtioni, Interior Finish Schedule. A -4 Details, Fastening Schedule. A -5 Cap Beam Plan ,& Details. I i I P -1 Plumbing Layoufs & Schematics. -1 Electrical Plan & Information. f -1 - Slab Plan. , 1 ling Ras ms...Better PROJECT NAME & LOCATION: PUBLIC ROM N0M Lowell Park Bakersfield, CA i �•" k •`I L �..:t �°��./ '�- ..,�`[, -', ..++�� (gyp fy .,.`+/• i ^P�v� `f46.J Cam; _ >t ._ '1... AR 0 �� ��.� Cf ,•;� �i�fv to ;t3" rF?i;ii:rernents found in (ite Of 41 ;, , Chaps s 's, �sbci ?apt�r �. a ^s ("')ua with all ^v3 3at ! -)Ie for compliance i33art se�riEis l4y G.11�.J. [rtg:r;eering, 1n4. are r1:_i a r•r:4ai sib pf tha deS':gn, and; are r�Qt }�ouiue �t::h a:� ' ea�:� _ ; �1 t,; ir>� i'•;�d t«s'rQU�' s. V f W '; �r, oxp N��- C M J Roof............................. 20 psf W,' ind ............................ 90 mph Exposure "C" (3 SEC. GUSTS) Floor ............................. Engineered Mat Slab i SE:ishlic ........................ SITE CLASS D, SDS = 1.333, SD1 = 1.000 t�inirnum allowable soil pressure 1,500 psf SHEET TITLE: TITLE SHEET Q ,OFESS�ON CO 59228 ,�-- X CI V11- OF CALF EXPIRES: 6/30/2011 j 3' Approved for Const: Job No: 17325 File Copy: Drawn By: NJP >r Start Date: 6-12 -10 INU �� 5TRIES, INC. M P.O. BOX 489 ■ AUMSVILLE, OR 97325 -0489 COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY 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. BY I I 1 i 1 ° IM o° o D 8901ma T Title Sheet. t AC Accessibility Compliance. i i' A-i Floor Plan, Structural Design, Door Schedule. Sections, Roof Framing Plan. A� -2 Exterior EleVgtion�, Exterior Finish Schedule. A-3 Interior Elevgtioni, Interior Finish Schedule. A -4 Details, Fastening Schedule. A -5 Cap Beam Plan ,& Details. I i I P -1 Plumbing Layoufs & Schematics. -1 Electrical Plan & Information. f -1 - Slab Plan. , 1 ling Ras ms...Better PROJECT NAME & LOCATION: PUBLIC ROM N0M Lowell Park Bakersfield, CA i �•" k •`I L �..:t �°��./ '�- ..,�`[, -', ..++�� (gyp fy .,.`+/• i ^P�v� `f46.J Cam; _ >t ._ '1... AR 0 �� ��.� Cf ,•;� �i�fv to ;t3" rF?i;ii:rernents found in (ite Of 41 ;, , Chaps s 's, �sbci ?apt�r �. a ^s ("')ua with all ^v3 3at ! -)Ie for compliance i33art se�riEis l4y G.11�.J. [rtg:r;eering, 1n4. are r1:_i a r•r:4ai sib pf tha deS':gn, and; are r�Qt }�ouiue �t::h a:� ' ea�:� _ ; �1 t,; ir>� i'•;�d t«s'rQU�' s. V f W '; �r, oxp N��- C M J Roof............................. 20 psf W,' ind ............................ 90 mph Exposure "C" (3 SEC. GUSTS) Floor ............................. Engineered Mat Slab i SE:ishlic ........................ SITE CLASS D, SDS = 1.333, SD1 = 1.000 t�inirnum allowable soil pressure 1,500 psf SHEET TITLE: TITLE SHEET Q ,OFESS�ON CO 59228 ,�-- X CI V11- OF CALF EXPIRES: 6/30/2011 j 3' Approved for Const: Job No: 17325 File Copy: Drawn By: NJP >r Start Date: 6-12 -10 Q j; e_o 0 CSI Q. . a•+ _ 3 X . L ' C3 Qy/ O. J , (Z 3 a: Ln N t` 3 O ' O C.:" 69'x 60" APPROACH . 1 I 124" Min. , 1 � — — _ F_ 30x48 ) 30x48 1 I { CLEAR o ° CLEAR ( { I { I f t A — - — - APPROACH_ .-. 1 1 I { ° o I 69'x 69' I I 30 x 48 30x48 � I 60" x 60" { I' / \ �± ♦ / \ I APPROACH N CLEAR O O CLEAR APPROACH{ R3�. O / I \ O 3: �— — — — � r L �PPRQA� � L ROACH- � � I t / � Rg� ' R , ? I Io FA 61 I _ —_J F.D. — 48 x 53 1 I 1 !a I I 48 x 53 I TOILET CLEAR Q 0 TOILET CLEAR 1 � / \ - APPROACH APPROACH MODLINE 49XA9!xxrf - - - - 48x53 — - - - - - - - - = my" TOILET CLEAR MODLINE { APPROACH O Q AOPPROA HR ( � p ®{ I c / \ 1 L `C — -W x 48-� F� Lao 4s — I R3� I 60" x 60" I CLEAR O O CLEAR �' 60" x 60' 1 ' {APPROACH { APPR_OACH_ { pj APPROACH � { APPROACHI / < I O I I i CLEAR ° o CLEAR L APPROACH _ ` J APPROACH I ° j o 1 0 I �U I � 3: H H, � x 0 I CL. aI 1-APPROACH , 2 -TUR ING DA DIUS 1/47 = 1' -U' MHz TIN 7111 1 1 `11111 CALIFORNIA ACC'ESSIBILITY STANDARDS 'MIN. 12* MAx. 42" MN. 24- MIN ;0 (SHOWING MINIMUMS & MAXIMUMS) j I MORE THAN 24' io I ��— flh NOTE: MN 7. a > i lb) IF WATER IS HEATED, TRAP NOTE: I b I 1TMAR 54 "4T MN. BE APPEDTERLINESMUST I AWATERtSHEATED,TRAP r--------------- � '� � ffi O d 48" MN. tsNGLE OCCUP I — 36 "max tPREt BE WRAPPED OR OTHERWISE E WATER LINES OTHERWISE 6W MN. UAULTIPLE OCCUPANCY) ' 19' MAX 1 - ( COVERED. b) = m S S. COUNTERTOP a j 24 Mw I T' MIN. 1 T' MIN. t REQUIRED a0 f to R&%WNCREAOF r -- - - -- , DEPTH —"'- DEPTH 30" 4g, 1 14 "nuN. REMAIN CLFAROF � I I r– -------- ------- , � % oatmuGnoNt . ; I TOP OF I 9 I ! ? CLEAR SPACE I _ t REQUIRED I LAVATORY LAVATORY a) i i Ht OFaUSH •ULTON .. W'x49' I REQUIRED 1 -- -- - - -J FLUSH VALVE Q t CLEAR SPACE i I a CLEAR SPACE TT - - -- i .. z TOP OF � SEAT -- ------ - - - - -J v o _ L( — -- _--- -- - - - - -J I s}• � � I Q 17' a i a •• Z 1T'MN N Of ... OR LESS MAX S.S. COUNTERTOP ( () a URINAL SPACER 36" MAX g" MN. KNE£ 6" MAX { g" MN. r� 6 MAX AS NEEDED F CLEARANCE TOE CLEARANCE - /CLEARANCE TOECLEARANCE ( ) _ 11 1 HC TOILET /GRAB BAR ELEVATION ACCESSORIES ELEVATION i i COUNTER LAVATORY I COUNTER LAVATORY WALL HUNG LAVATORY WALL HUNG I URINAL CLEAR ACCESS ELEVATION + CLEAR ACCESS ELEVATION CLEAR ACCESS LAVATORY ELEVATION i NOTE: SPACE EETWEEN GRAB BAR AND WALL TO BE T t /7' CLEAR. GRAB B R DIAMETER TO BE 1 1/4" to 1 1/2'. GRAB B R MUST BE ABLE TO SUPPORT 250 Ib POINT LOAD AND NOT ROTATE WITHIN THE FITTINGS. 3T I CODE SUMMARY HEIGHT AFF /LOC CODE SUMMARY HEIGHT AFF /LOC PUBLIC RESTROOM COMPANY STANDARDS GRAB BARS ) 33" PER CODE TOILET /SEAT 3p" x 4g' 19" MAX. / 17" MIN. 18 TO TOP OF SEAT TOILET FLUSH V VE 11 ___][CENTERUNES 417' MAX., 10" TO WIDE SIDE CENT RUNES TO BE 28" AFF AND 10f' FROM EDGE OF WC TP DISPENSER 9" MIN TO BE 19" MIN. AFF AND 17 MAX. FROM FROM OF WC. 17 IN FRONT OF TOILET TO CENTERLINE OF FRONT ROLL AND 30' TO TOP " NOTE: SPACE EETWEEN GRAB BAR AND WALL TO BE T t /7' CLEAR. GRAB B R DIAMETER TO BE 1 1/4" to 1 1/2'. GRAB B R MUST BE ABLE TO SUPPORT 250 Ib POINT LOAD AND NOT ROTATE WITHIN THE FITTINGS. 3T I - OILET DESIGN CRITERIA: CAL. TITLE 241 USA 2007 4- LAVATORY DESIGN CRITERIA: CAL. TITLE 24, DSA 2007 5- URINAL DESIGN CRITERIA: CAL. TITLE 24 DSA 2007 I 2. ; I G ( - FACIAL MIRROR EQ. EQ.2" - 17"_19'. ! r - --' SOAP "' '� 4' "t ,eRL c-i, z.., - .• , .. ^,R F. p.t.i.l.T,ur r_ i EQUIPMENT PERMi1TED. , .: ,`, .:;;' } • ?' — IN SHADED AREA DISPENSER REQUIRED j _ \ ® EI ' 1 ®I TITLE 24 "RESTROOM" SIGN , f rt �•! = fV " i' 30 x 48" i CLEAR SPACE I MUM U awnccKw■"at! 1 ' MA% 4 2 "MEN" TITLE SIGN `L ' ! c'_: , ..� t, .. >- ;. `, € y: y. � `•J �N ` � � S �O F � F � � � I � <'.�-ii of.l it .'l�,: i:,z �� ..,.�, d�7 ''i' s•- .. ;L='•"t _.. - u Y ( TITLE 2 4 "OMEN SIGN �:. i •C'�7 h >CLL N ., •:7t[��a.v. _ , FL " :Iri:3 ' ,�4. ?Vs,2� £ ? ", : J$._ �s =..,e L.' . - . :, e .•„i.t�_ -z"''•i C... : .. o bV FINISH ROOK FACIAL ML2ROR Js7".i:.�.`.; :e: +.Y�`L <'1a?'j 5�;i c the LIE?�:C,!:: 8i:��'-sm not u, � � LIQUID SOAPDISPEN W TOWEL DISPENSER/WASTEREC.WTACLE �DA /BRAILLE SIGN a 8" MPL DISP81M CANNOT PROTRUDENTO3WX HANG IMYERS , � \I:, "OSScC`.e OT iF'.^. (�ttE"Cl krilY!` &:L�1B�.NOY - 02 4W AT LAV. �j, INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) ' - b'MAx � THE FOLLOWINP SIGNS MAY BE REQUIRED: GEOMETRIC SYMBOL SIGN "A Fl > im jl" n vr o al i � o. S !-J- CODE SUMMARY HEIGHT AFF /LOC CODE SUMMARY HEIGHT AFFILOC PUBLIC RESTROOM COMPANY STANDARDS RIM HEIGHT (TOP OF ) 34" MAX 33" PREFERRED BUT MUST HAVE MIN. 29" KNEE SPACE HEIGHT OF KNEE SPACI 3p" x 4g' 29" MIN. AT FRONT APRON 2T' MIN. AT WIN FROM FRONT PER CODE FRONT LAV TO TRAP (a) W MIN PER CODE TOE SPACE UNDER TRAM 9" MIN PER CODE CONTROLS DECK MT AT 34' MAX 33" PREFFERED CLEAR SPACE I 30' x 48" PER CODE - OILET DESIGN CRITERIA: CAL. TITLE 241 USA 2007 4- LAVATORY DESIGN CRITERIA: CAL. TITLE 24, DSA 2007 5- URINAL DESIGN CRITERIA: CAL. TITLE 24 DSA 2007 I 2. ; I G ( - FACIAL MIRROR EQ. EQ.2" - 17"_19'. ! r - --' SOAP "' '� 4' "t ,eRL c-i, z.., - .• , .. ^,R F. p.t.i.l.T,ur r_ i EQUIPMENT PERMi1TED. , .: ,`, .:;;' } • ?' — IN SHADED AREA DISPENSER REQUIRED j _ \ ® EI ' 1 ®I TITLE 24 "RESTROOM" SIGN , f rt �•! = fV " i' 30 x 48" i CLEAR SPACE I MUM U awnccKw■"at! 1 ' MA% 4 2 "MEN" TITLE SIGN `L ' ! c'_: , ..� t, .. >- ;. `, € y: y. � `•J �N ` � � S �O F � F � � � I � <'.�-ii of.l it .'l�,: i:,z �� ..,.�, d�7 ''i' s•- .. ;L='•"t _.. - u Y ( TITLE 2 4 "OMEN SIGN �:. i •C'�7 h >CLL N ., •:7t[��a.v. _ , FL " :Iri:3 ' ,�4. ?Vs,2� £ ? ", : J$._ �s =..,e L.' . - . :, e .•„i.t�_ -z"''•i C... : .. o bV FINISH ROOK FACIAL ML2ROR Js7".i:.�.`.; :e: +.Y�`L <'1a?'j 5�;i c the LIE?�:C,!:: 8i:��'-sm not u, � � LIQUID SOAPDISPEN W TOWEL DISPENSER/WASTEREC.WTACLE �DA /BRAILLE SIGN a 8" MPL DISP81M CANNOT PROTRUDENTO3WX HANG IMYERS , � \I:, "OSScC`.e OT iF'.^. (�ttE"Cl krilY!` &:L�1B�.NOY - 02 4W AT LAV. �j, INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) ' - b'MAx � THE FOLLOWINP SIGNS MAY BE REQUIRED: GEOMETRIC SYMBOL SIGN "A Fl > im jl" n vr o al i � o. S !-J- CODE SUMMARY HEIGHT AFF /LOC CODE SUMMARY PUBLIC RESTRO M COMPANY STANDARDS URINAL RIM 2T' MIN 17' MAX / 14" MIN AFF 16 "AFF CONTROLS 3p" x 4g' 44" MAX AFF 10" NOM. ABOVE TOP OF URINAL URINAL SCREENSE (a) 15" MIN. CLEARANCE FROM CENTERLINE OF URINAL TO WALL OR PARTITION PROJECTING OUT 24" OR LESS FROM THE FRONT EDGE OF PER CODE THE 3U' x 48" CLEAR SPACE. i 18" MIN. CLEARANCE FROM CENTERLINE OF URINAL TO WALL OR (b) PARTITION PROJECTING OUT MORE THAN 24' FROM THE FRONT EDGE OF THE W' x 48" CLEAR SPACE. - OILET DESIGN CRITERIA: CAL. TITLE 241 USA 2007 4- LAVATORY DESIGN CRITERIA: CAL. TITLE 24, DSA 2007 5- URINAL DESIGN CRITERIA: CAL. TITLE 24 DSA 2007 I 2. ; I G ( - FACIAL MIRROR EQ. EQ.2" - 17"_19'. ! r - --' SOAP "' '� 4' "t ,eRL c-i, z.., - .• , .. ^,R F. p.t.i.l.T,ur r_ i EQUIPMENT PERMi1TED. , .: ,`, .:;;' } • ?' — IN SHADED AREA DISPENSER REQUIRED j _ \ ® EI ' 1 ®I TITLE 24 "RESTROOM" SIGN , f rt �•! = fV " i' 30 x 48" i CLEAR SPACE I MUM U awnccKw■"at! 1 ' MA% 4 2 "MEN" TITLE SIGN `L ' ! c'_: , ..� t, .. >- ;. `, € y: y. � `•J �N ` � � S �O F � F � � � I � <'.�-ii of.l it .'l�,: i:,z �� ..,.�, d�7 ''i' s•- .. ;L='•"t _.. - u Y ( TITLE 2 4 "OMEN SIGN �:. i •C'�7 h >CLL N ., •:7t[��a.v. _ , FL " :Iri:3 ' ,�4. ?Vs,2� £ ? ", : J$._ �s =..,e L.' . - . :, e .•„i.t�_ -z"''•i C... : .. o bV FINISH ROOK FACIAL ML2ROR Js7".i:.�.`.; :e: +.Y�`L <'1a?'j 5�;i c the LIE?�:C,!:: 8i:��'-sm not u, � � LIQUID SOAPDISPEN W TOWEL DISPENSER/WASTEREC.WTACLE �DA /BRAILLE SIGN a 8" MPL DISP81M CANNOT PROTRUDENTO3WX HANG IMYERS , � \I:, "OSScC`.e OT iF'.^. (�ttE"Cl krilY!` &:L�1B�.NOY - 02 4W AT LAV. �j, INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) ' - b'MAx � THE FOLLOWINP SIGNS MAY BE REQUIRED: GEOMETRIC SYMBOL SIGN "A Fl > im jl" n vr o al i � o. S !-J- CALIFORNIA 1. .... • Y LEAFS. INCLUDI�G ISA IF )RESTROOM ••• RESTROOM 2. . • ON GENDER • . LETTERS AND CALIFORNIA GRADE ii DWAC CHECKLIST 17. ti ■■ ii ��O' /� ■■ i`j NOTE: D.F. ACTIVATOR TO BE WITHIN 6'OF FRONT EDGE OF D.F. NOTE: NO FIXTURES IN THIS VIEW PROTRUDE MORE THAN 4' an I.. Y 7-ACCESSORIES MOUNTING HEIGHT: CAL. TITLE 24, DSA 2007 • CAL. 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COMPANY Lowell Park ACCESSIBILITY 1*10 K0121 Bakersfield, CA 489 Ph. .. Fax 888-888-1448 6-12-10 CODE SUMMARY HEIGHT AFF /LOC TOP OF BUBBLER OUTLET 36" MAX KNEE CLEARANCE 2T' MIN TOE CLEARANCE 9" MIN APPROACH 3p" x 4g' CALIFORNIA 1. .... • Y LEAFS. INCLUDI�G ISA IF )RESTROOM ••• RESTROOM 2. . • ON GENDER • . LETTERS AND CALIFORNIA GRADE ii DWAC CHECKLIST 17. ti ■■ ii ��O' /� ■■ i`j NOTE: D.F. ACTIVATOR TO BE WITHIN 6'OF FRONT EDGE OF D.F. NOTE: NO FIXTURES IN THIS VIEW PROTRUDE MORE THAN 4' an I.. Y 7-ACCESSORIES MOUNTING HEIGHT: CAL. TITLE 24, DSA 2007 • CAL. 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COMPANY Lowell Park ACCESSIBILITY 1*10 K0121 Bakersfield, CA 489 Ph. .. Fax 888-888-1448 6-12-10 NOTES i A 4. LOCKS: e A -1.1 2 C I a) LEVER LOCK: YALE AU 5422LN WITH INTERCHAN A -1.1 GABLE CORE 29`-10" [358" SLAB 1) K - KEY ON EXTERIOR, -PUSH TTON INTERIOR. I OVERALL 4 b) SCHLAGE DEADBOLTS 626 FIN H UNISEX UNISEX_ STORAGE 15'-4" 184' i) B660R -KEY ONE SIDE, ADA T RN !EVER LOCKS AND UNLOCKS: �- � [ 7 i o o � - 8'-4" [i00'] 8'-0" [96'1 6' -8.. [w] 7" 5. HARDWARE SPECS: a) CLOSERS: LCN 4041 CUSH 16" (— — -`-"-- _ � b) PULL PLATE: TRIMCO 1017 -3CH T -8" [92' �^J-- — 3 �-- — c) RECESSED PULL: CUSTOM MAC ES.S. � dj THRESH: PEMKO #270A (FOR N 2 r\ N -TILE FLOORS). _ e) SWEEP: PEMKO 321 SSN. - v 6. OTHER: ' STORAGE 1 a) MAGNETIC LOCKS - SUPPLY & I STALL SECURITRON SYSTEM. O b) INSTALL DOOR CHECK CHAIN. a O r \ 0 t r ELECTRICAL. PANEL ( 4 I o STRUCTURAL DESIGN ► 1 f g f \ UNISEX ACCRR # 1 0 -SEE SHEETS A -2 & A -3 FOR INTERIOR AND EXTERIOR RIOR FINISHES I � f COMPONENT UNISEX ACCRR #3 ! z o° GENERIC DESCRIPTION SPECIFIC MATERIAL LIST f \ \ / FD. FOUNDATION / FLOOR DECK: NOTES , 1 / f B \�_ _// \ / J o. f / \ / a m Z CONCRETE SLAB O . I o PERIMETER FRAMEWORK - #i i STRUCTURAL STEEL L6x6x5 f L � "'gym /,6 z-. REINFORCEM d ENT REBAR MAT DESIGN CONCRETE #4 & #5 GRADE 60 1 I 8" N MA7 DESIGN CUSTOM 4000 psi. (DESIGN BASIS IS 2500 psi.) WITH INTEGRAL OP ADDITIVES FOR MOISTURE, STAINING, &CORROSION RESISTANCE MO_ DUNE f WALLS: zo FRAMING (EXT): f B 1 TO T-4° CMU BLOCK 4" PRECISION CONCRETE BLOCK WAINSCOT TO 32" AFF. CULTURED S PGA -2 o TONE CHARDONNAY PRO -FIT ALPINE 0 0 -< EL E _ DGESTONE � CAP BEAM (CSV 4201 l3 / — - STEE! ) PG A -2 O _ \ STORAGE - - ---- _ f -- O B i� TS6x4xl /$ (A500 Grade B) ABOVE T-4" OR CAP BEAM — 2 112" 18ga. GALV STEEL Q 16" oc 250S162 -43 STUDS, 250T200 -43 TRACK f / \14:=h SHEATHING (ABOVE CAP BEAM) EXT. O LY 7/16" OSB H / UNISEX ACCRR #2 \ y o 7/16" APA RATED SHEATHING / \ f 0 FRAMING (!NT): #2 / _ f Fr I O UNISEX ACCRR #4 �\ f z i I 1 TO 7_4f CMU BLOCK ;� I F � J 4" PRECISION,CONCRETEGLOCK o. � I � ` M CAP BEAM STEEL I ) [ m TS6x4x1 /8 ",TS4X4X1/8" (A500 Grade B) ^ ROOF: �V / PURLINS O f I STEEL TS4x4x1 /8 (A500 Grade B) o, TOP CHORD & TRUSS STEEL TS3 1/24 1/2x] /81, TS5x3x 1 /8 (A500 Grade B) `r f III FASCIA STEEL TS5x2x1 /8" (A500 Grade B) p _ _ / f p TES: ' ® V 1. COAT WITH ADDITIVE FOR URINE AND MOM TORE RESISTANCE. N a 2. PAINT WALL SHEATHING FOR MOISTURE PR TECTION (ONE SIDE), ca C WAINSCOT SLAB OUTLINE 4" 15' -0'' [180' 1 (SHOWN FOR REF. ONLY) (SHOWN FOR REF, ONLY) NOM. 10" ROOF 9'-8" [1161 OVERHANG (TYP.) i 27-4-135Z] BUILDING OVERALL 4" 3" A � C A -1 1 TE Z7 nci • J ,iice_ •� Y:l' €1 "<'; %'c �r y.:�•e .4 t1 I—?, Pc e:� +•.. .SKI. .. .. tv',n�� -• , ' e . � ..?S i52 \: '' s ?: v' • r - - c; _, = ::= smf �N:�:!"..N . L e ^ ie3r- f:� fhc�:4.A FLOOR PLAN i£"_ sr�th aii U v 15. E'fi4irt:k::il ',:f< i;1? i.AU. lnac --Jrg, Gi iii' -' dr"�iti• %'s�C'i c'ti'�' fiGi p?`C1ti'iCie:Y� - ": iznpi.ad Wi1Crai iic:v. -NOV 02201 Iy , VED BUILDING LAYOUT A O ✓a. No. ��i�l.? -� `1 ;QUO[= ESSAOM 1. SLAB SIZE IS SLID TOLY LARGER THAN BUILDING SIZE - - " -�� M Y$�F7 9� ! , i-• s: 4 ice. v ....,...— ,�,�,_, zE. - --------- .�B- ,2.8.. -201- _ ��, �o �F �`� 2. BUILDING SIZE IS DETERMINED BY INTERIOR DIMENSIONS OF THE RESTROOMS. f / J _ G) 5922& DIMENSIONS ARE FACE OF BLOCK TO FACE OF BLOCK OR FACE OF OSB. . 3. START LAYOUT BY MEASURING 7" IN FROM EDGE OF SLAB (AFTER VERIFYING SLAB IS CORRECT), THIS WILL BE THE INSIDE FACE OF THE EXTERIOR BLOCK WALLS. OF C AL�F COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM D°�^+^o And suudlr,p RMarooms...Beds�r COMPANY, THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER PROJECT NAME &LOCATION: . 3-/53 EXPIRES: 6/3Q/2011 INDUSTRIES, INC. AND PUBLIC; RESTROONCOMPANY AND SHALL NOT I'V PUBLIC ! BE REPRODUCED, USED, SHEET TITLE: OR �S�O°M Lowell Park APProvedforConst: INDUSTRIES, INS, COMPANY FLOOR No: 17325 BY ■■ P.O. Box 489 ■ AUMSVILLE, OR 97325 -4489 OR C�RESTROO(N NYR�ISSION OF BLAZER INDUSTRIES OOR PLAN SECTiQN File Copy: Bakersfield, CA Ph- 888- 888 -260 Fax 888- .8gg_g448 I � Drawn By: NJP i Start Date: 6 -12 -10 _ i DCJOR, FRAMES & HARDWARE.SCHEDULE -ALLY DOORS OPERABLE =` DOOR ROOM 1 & 2 3 4 5o 5b 56 5d - 5e NO. NAME QTY PULL IZE TYPE HINGE ,LOCK CLOSER PLATE RECESSED PULL THRESH SWEEP 0 UNISEX RR 4 3 x 7' HM CONT 01 YES NO NO NO 6A Q STORAGE 1 3'x 7' HM CONT „ bi NO EXT ONLY 270A 321 SSN 68 Q STORAGE 1 8' 7' SECTIONAL GARAGE DOOR - 20 GA NOTES: 1. DOOR TYPES: a) H.M,: GALVANIZED HOLLOW METAL 14 ga. DOOR W/ 14 ga. FRAME. . 2. ALL H.M. DOOR FRAMES: a) WELDED WITH MASONRY ANCHORS. b) 49�" WIDE OVERALL. c) 4', MASONRY HEADERS. 3. HINGE SPECS: a) CONT: PEMKO. KCFM -83" STD DUTY CONTINUOUS GEAR HINGE NOTES i A 4. LOCKS: e A -1.1 2 C I a) LEVER LOCK: YALE AU 5422LN WITH INTERCHAN A -1.1 GABLE CORE 29`-10" [358" SLAB 1) K - KEY ON EXTERIOR, -PUSH TTON INTERIOR. I OVERALL 4 b) SCHLAGE DEADBOLTS 626 FIN H UNISEX UNISEX_ STORAGE 15'-4" 184' i) B660R -KEY ONE SIDE, ADA T RN !EVER LOCKS AND UNLOCKS: �- � [ 7 i o o � - 8'-4" [i00'] 8'-0" [96'1 6' -8.. [w] 7" 5. HARDWARE SPECS: a) CLOSERS: LCN 4041 CUSH 16" (— — -`-"-- _ � b) PULL PLATE: TRIMCO 1017 -3CH T -8" [92' �^J-- — 3 �-- — c) RECESSED PULL: CUSTOM MAC ES.S. � dj THRESH: PEMKO #270A (FOR N 2 r\ N -TILE FLOORS). _ e) SWEEP: PEMKO 321 SSN. - v 6. OTHER: ' STORAGE 1 a) MAGNETIC LOCKS - SUPPLY & I STALL SECURITRON SYSTEM. O b) INSTALL DOOR CHECK CHAIN. a O r \ 0 t r ELECTRICAL. PANEL ( 4 I o STRUCTURAL DESIGN ► 1 f g f \ UNISEX ACCRR # 1 0 -SEE SHEETS A -2 & A -3 FOR INTERIOR AND EXTERIOR RIOR FINISHES I � f COMPONENT UNISEX ACCRR #3 ! z o° GENERIC DESCRIPTION SPECIFIC MATERIAL LIST f \ \ / FD. FOUNDATION / FLOOR DECK: NOTES , 1 / f B \�_ _// \ / J o. f / \ / a m Z CONCRETE SLAB O . I o PERIMETER FRAMEWORK - #i i STRUCTURAL STEEL L6x6x5 f L � "'gym /,6 z-. REINFORCEM d ENT REBAR MAT DESIGN CONCRETE #4 & #5 GRADE 60 1 I 8" N MA7 DESIGN CUSTOM 4000 psi. (DESIGN BASIS IS 2500 psi.) WITH INTEGRAL OP ADDITIVES FOR MOISTURE, STAINING, &CORROSION RESISTANCE MO_ DUNE f WALLS: zo FRAMING (EXT): f B 1 TO T-4° CMU BLOCK 4" PRECISION CONCRETE BLOCK WAINSCOT TO 32" AFF. CULTURED S PGA -2 o TONE CHARDONNAY PRO -FIT ALPINE 0 0 -< EL E _ DGESTONE � CAP BEAM (CSV 4201 l3 / — - STEE! ) PG A -2 O _ \ STORAGE - - ---- _ f -- O B i� TS6x4xl /$ (A500 Grade B) ABOVE T-4" OR CAP BEAM — 2 112" 18ga. GALV STEEL Q 16" oc 250S162 -43 STUDS, 250T200 -43 TRACK f / \14:=h SHEATHING (ABOVE CAP BEAM) EXT. O LY 7/16" OSB H / UNISEX ACCRR #2 \ y o 7/16" APA RATED SHEATHING / \ f 0 FRAMING (!NT): #2 / _ f Fr I O UNISEX ACCRR #4 �\ f z i I 1 TO 7_4f CMU BLOCK ;� I F � J 4" PRECISION,CONCRETEGLOCK o. � I � ` M CAP BEAM STEEL I ) [ m TS6x4x1 /8 ",TS4X4X1/8" (A500 Grade B) ^ ROOF: �V / PURLINS O f I STEEL TS4x4x1 /8 (A500 Grade B) o, TOP CHORD & TRUSS STEEL TS3 1/24 1/2x] /81, TS5x3x 1 /8 (A500 Grade B) `r f III FASCIA STEEL TS5x2x1 /8" (A500 Grade B) p _ _ / f p TES: ' ® V 1. COAT WITH ADDITIVE FOR URINE AND MOM TORE RESISTANCE. N a 2. PAINT WALL SHEATHING FOR MOISTURE PR TECTION (ONE SIDE), ca C WAINSCOT SLAB OUTLINE 4" 15' -0'' [180' 1 (SHOWN FOR REF. ONLY) (SHOWN FOR REF, ONLY) NOM. 10" ROOF 9'-8" [1161 OVERHANG (TYP.) i 27-4-135Z] BUILDING OVERALL 4" 3" A � C A -1 1 TE Z7 nci • J ,iice_ •� Y:l' €1 "<'; %'c �r y.:�•e .4 t1 I—?, Pc e:� +•.. .SKI. .. .. tv',n�� -• , ' e . � ..?S i52 \: '' s ?: v' • r - - c; _, = ::= smf �N:�:!"..N . L e ^ ie3r- f:� fhc�:4.A FLOOR PLAN i£"_ sr�th aii U v 15. E'fi4irt:k::il ',:f< i;1? i.AU. lnac --Jrg, Gi iii' -' dr"�iti• %'s�C'i c'ti'�' fiGi p?`C1ti'iCie:Y� - ": iznpi.ad Wi1Crai iic:v. -NOV 02201 Iy , VED BUILDING LAYOUT A O ✓a. No. ��i�l.? -� `1 ;QUO[= ESSAOM 1. SLAB SIZE IS SLID TOLY LARGER THAN BUILDING SIZE - - " -�� M Y$�F7 9� ! , i-• s: 4 ice. v ....,...— ,�,�,_, zE. - --------- .�B- ,2.8.. -201- _ ��, �o �F �`� 2. BUILDING SIZE IS DETERMINED BY INTERIOR DIMENSIONS OF THE RESTROOMS. f / J _ G) 5922& DIMENSIONS ARE FACE OF BLOCK TO FACE OF BLOCK OR FACE OF OSB. . 3. START LAYOUT BY MEASURING 7" IN FROM EDGE OF SLAB (AFTER VERIFYING SLAB IS CORRECT), THIS WILL BE THE INSIDE FACE OF THE EXTERIOR BLOCK WALLS. OF C AL�F COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM D°�^+^o And suudlr,p RMarooms...Beds�r COMPANY, THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER PROJECT NAME &LOCATION: . 3-/53 EXPIRES: 6/3Q/2011 INDUSTRIES, INC. AND PUBLIC; RESTROONCOMPANY AND SHALL NOT I'V PUBLIC ! BE REPRODUCED, USED, SHEET TITLE: OR �S�O°M Lowell Park APProvedforConst: INDUSTRIES, INS, COMPANY FLOOR No: 17325 BY ■■ P.O. Box 489 ■ AUMSVILLE, OR 97325 -4489 OR C�RESTROO(N NYR�ISSION OF BLAZER INDUSTRIES OOR PLAN SECTiQN File Copy: Bakersfield, CA Ph- 888- 888 -260 Fax 888- .8gg_g448 I � Drawn By: NJP i Start Date: 6 -12 -10 _ i FRAME & HARDWARE. SCI ALL DOORS OPERABLE n TE I REV# A 1 A -1.1 2 8' -4" [109 j E77 7177- 701721-01 Z�W4 77 7 x-, X___ X X X X X X X, / \ I / O UNISEX ACCRR #1 a I t r/ MODLINE B O - co o r' g I UNISEX ACCRR #2 J is II O \ J t C — — A A -1.1 BUILDING LAYOUT NOTES: 1. SLAB SIZE IS SLIGHTLY LARGER THAN BUILDING SIZE. j 2. BUILDING SIZE IS DETERMINED BY INTERIOR DIMENSIONS OF THE RESTROOMS. DIMENSIONS ARE FACE OF BLOCK TO FACE OF BLOCK OR FACE OF OSB. 3. START LAYOUT BY MEASURING T' IN FROM EDGE OF SLAB (AFTER VERIFYING SLAB IS CORRECT). THIS WILL BE THE INSIDE FACE OF THE EXTERIOR BLOCK WALLS. {{ i COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM Deslgntng ' COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER ■■ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS _ INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES REV1510N BY ■■ P.O. Box 489 ■ AUMSVILLE, OR 97325 -0489 OR PUBLIC RESTROOM COMPANY. Ph. 888 -E I i i PUBLIC RESTROOM COMPANY 1 Fax 888 - 888 -1448 C A -1.1 29'-10" [358"1 SLAB OVERALL 154" [184"1 3 4 49' 74" [9Z] - - - — - — X1 11 f - UO El a ( 1 IELECTRICAL PANEL 0 { I :2. o 0 i ! UNISEX ACCRR #3 Z \ / i F.D. O ;4t n \ / /.o m z o I N bD 1 ' E 77 I I j STORAGE �./ V I ' Jri � a /\� I 1 O / UNISEX ACCRR #4 \\ I o m • I i j I I O It / , uo a N v v \– WAINSCOT \–SLAB OUTLINE (SHOWN FOR REF. ONLY) (SHOWN FOR REF. ONLY) NOM. 10" ROOF OVERHANG (TYP.) 4' -0" [48 "3 9' -8" [1 i 6 "j 4" 3" 29'-4'[3521 BUILDING OVERALL j C !} �.: i - ..,`:� +e. :.FY...•w.Gris.., •,jLs.V, . ,, , rS"."�•�."8..- #.°'4+.- • � - , .... , is .l:� \t:. ,s . 5. i �� #xry; _. s<..F'-:! . ' ' �._ it w ' *�• ,r, :8ti`S't g"t'18 ^:= f�'�S"Z _ FLOOR PLAN : � < :...� �i.� , .:� � »: �i : . �.� �. �.•.... = _ , ?Ef1.;:±t5 GI Iii 'Y .nd are no pro, ,r } is. /21 d W <I!"t'2ti?.t4G3�V DR+_ __ QR�PESS /pN 59228 m X lcP� -9p� CtV1L O���Q' OF C AL�F • � � � � EXPIRES: 6130!2011 I PROJECT NAME & LOCATION: , SHEET TITLE: Approved for Const: Job No: 17325 Lowell Park j FLOOR PLAN & SECTION' File Copy: Bakersfield, CA I suet : 6 -12 NJP -10 • STRUCTURAL DESIGN EE SHEETS A -2 & A -3 FOR INTERIOR AND EXTERIOR FINISHES COMPONENT GENERIC "DESCRIPTION 1 & 2 3 4 5a '5b 5c 5d 5e DOOR ROOM # 1 PERIMETER FRAMEWORK STRUCTURAL STEEL — L6x6x5 /6 REINFORCEMENT PULL RECESSED #4 & #5 GRADE 60 CONCRETE NO. NAME QTY SIZE TYPE HINGE LOCK CLOSER PLATE PULL THRESH SWEEP NOTES 0 UNISEX RR 4 3' x 7' HM CONT al YES NO CULTURED STONE NO NO 6A (D STORAGE 1 N x 7' HM CONT bi NO EXT ONLY ONLY 270A 321 SSN 6B Q STORAGE 1 8' x 7' SECTIONAL GARAGE DOOR - 20 GA CMU BLOCK 4' PRECISION CONCRETE BLOCK NOTES: CAP BEAM STEEL TS6x4xl /9 ,TS4X4X 1 /8" (A500 Grade B) 1. DOOR TYPES: a) H.M.: GALVANIZED HOLLOW A IETAL, 14 ga. DOOR w/ 14 ga. FRAME. . 2. ALL H.M. DOOR FRAMES: PURLINS STEEL TS4x4x1 /8" (A500 Grade B) a) WELDED WITH MASONRY ANCHORS. TOP CHORD & TRUSS STEEL TS31 /2x3 1/2x], /8 ", TS5x3xi /8 (A500 Grade B) b) 49q' WIDE OVERALL. FASCIA STEEL TS5x2x1 /8" (A500 Grade B) C) 4' MASONRY. HEADERS. 3. HINGE SPECS: NOTES: 1. COAT WITH ADDITIVE FOR URINE AN 2. PAINT WALL SHEATHING FOR MOIST MOISTURE RESISTANCE. E PROTECTION (ONE SIDE), a) CONT: PEMKO, KCFM -W' STD MUTY CONTINUOUS GEAR HINGE. 4. LOCKS: a) LEVER LOCK: YALE AU 5422LN WITH INTERCHANGABLE CORE 1) K - KEY ON EXTERIOR, -PUSH TTON INTERIOR. UNISEX UNISEX STORAGE b) SCHLAGE DEADBOLTS 626 FIN H O O O 1) B66OR - KEY ONE SIDE, ADA I JRN LEVER LOCKS AND UNLOCKS; 5. HARDWARE SPECS: a) CLOSERS: LCN 4041 CUSH b) PULL PLATE: TRIMCO 1017 -3C . c) RECESSED PULL: CUSTOM MAI E S.S. d) THRESH: PEMKO #270A (FOR Is ON -TILE FLOORS). e) SWEEP: PEMKO 321 SSN. 6. OTHER: STORAGE O a) MAGNETIC LOCKS - SUPPLY & INSTALL SECURITRON SYSTEM. b) INSTALL DOOR CHECK CHAIN n TE I REV# A 1 A -1.1 2 8' -4" [109 j E77 7177- 701721-01 Z�W4 77 7 x-, X___ X X X X X X X, / \ I / O UNISEX ACCRR #1 a I t r/ MODLINE B O - co o r' g I UNISEX ACCRR #2 J is II O \ J t C — — A A -1.1 BUILDING LAYOUT NOTES: 1. SLAB SIZE IS SLIGHTLY LARGER THAN BUILDING SIZE. j 2. BUILDING SIZE IS DETERMINED BY INTERIOR DIMENSIONS OF THE RESTROOMS. DIMENSIONS ARE FACE OF BLOCK TO FACE OF BLOCK OR FACE OF OSB. 3. START LAYOUT BY MEASURING T' IN FROM EDGE OF SLAB (AFTER VERIFYING SLAB IS CORRECT). THIS WILL BE THE INSIDE FACE OF THE EXTERIOR BLOCK WALLS. {{ i COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM Deslgntng ' COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER ■■ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS _ INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES REV1510N BY ■■ P.O. Box 489 ■ AUMSVILLE, OR 97325 -0489 OR PUBLIC RESTROOM COMPANY. Ph. 888 -E I i i PUBLIC RESTROOM COMPANY 1 Fax 888 - 888 -1448 C A -1.1 29'-10" [358"1 SLAB OVERALL 154" [184"1 3 4 49' 74" [9Z] - - - — - — X1 11 f - UO El a ( 1 IELECTRICAL PANEL 0 { I :2. o 0 i ! UNISEX ACCRR #3 Z \ / i F.D. O ;4t n \ / /.o m z o I N bD 1 ' E 77 I I j STORAGE �./ V I ' Jri � a /\� I 1 O / UNISEX ACCRR #4 \\ I o m • I i j I I O It / , uo a N v v \– WAINSCOT \–SLAB OUTLINE (SHOWN FOR REF. ONLY) (SHOWN FOR REF. ONLY) NOM. 10" ROOF OVERHANG (TYP.) 4' -0" [48 "3 9' -8" [1 i 6 "j 4" 3" 29'-4'[3521 BUILDING OVERALL j C !} �.: i - ..,`:� +e. :.FY...•w.Gris.., •,jLs.V, . ,, , rS"."�•�."8..- #.°'4+.- • � - , .... , is .l:� \t:. ,s . 5. i �� #xry; _. s<..F'-:! . ' ' �._ it w ' *�• ,r, :8ti`S't g"t'18 ^:= f�'�S"Z _ FLOOR PLAN : � < :...� �i.� , .:� � »: �i : . �.� �. �.•.... = _ , ?Ef1.;:±t5 GI Iii 'Y .nd are no pro, ,r } is. /21 d W <I!"t'2ti?.t4G3�V DR+_ __ QR�PESS /pN 59228 m X lcP� -9p� CtV1L O���Q' OF C AL�F • � � � � EXPIRES: 6130!2011 I PROJECT NAME & LOCATION: , SHEET TITLE: Approved for Const: Job No: 17325 Lowell Park j FLOOR PLAN & SECTION' File Copy: Bakersfield, CA I suet : 6 -12 NJP -10 • STRUCTURAL DESIGN EE SHEETS A -2 & A -3 FOR INTERIOR AND EXTERIOR FINISHES COMPONENT GENERIC "DESCRIPTION SPECIFIC MATERIAL LIST NOTES FOUNDATION 1 FLOOR DECK: CONCRETE SLAB # 1 PERIMETER FRAMEWORK STRUCTURAL STEEL — L6x6x5 /6 REINFORCEMENT REBAR MAT DESIGN #4 & #5 GRADE 60 CONCRETE W MAT DESIGN — CUSTOM 4000 psi. (DESIGN BASIS IS 2500 psi.) WITH INTEGRAL ADDITIVES FOR MOISTURE, STAINING, & CORROSION RESISTANCE WALLS: FRAMING (EXT): TO 74" CMU BLOCK 4' PRECISION CONCRETE BLOCK PG A -2 WAINSCOT TO 32" AFF. CULTURED STONE CHARDONNAY PRO -FIT ALPINE LEDGESTONE (CSV- 420113) PG A -2 CAP BEAM STEEL TS6x4x1 /8" (A500 Grade B) , ABOVE 7-4 OR CAP BEAM 2 1/2 ' 18ga. GALV STEEL Q 16 oc 250S162 -43 STUDS, 25OT200 -43 TRACK SHEATHING (ABOVE CAP BEAM) EXI, ONLY 7116" OSB 7116" APA RATED SHEATHING #2 FRAMING (INT): TO 7' -4' CMU BLOCK 4' PRECISION CONCRETE BLOCK CAP BEAM STEEL TS6x4xl /9 ,TS4X4X 1 /8" (A500 Grade B) ROOF: PURLINS STEEL TS4x4x1 /8" (A500 Grade B) TOP CHORD & TRUSS STEEL TS31 /2x3 1/2x], /8 ", TS5x3xi /8 (A500 Grade B) FASCIA STEEL TS5x2x1 /8" (A500 Grade B) NOTES: 1. COAT WITH ADDITIVE FOR URINE AN 2. PAINT WALL SHEATHING FOR MOIST MOISTURE RESISTANCE. E PROTECTION (ONE SIDE), n TE I REV# A 1 A -1.1 2 8' -4" [109 j E77 7177- 701721-01 Z�W4 77 7 x-, X___ X X X X X X X, / \ I / O UNISEX ACCRR #1 a I t r/ MODLINE B O - co o r' g I UNISEX ACCRR #2 J is II O \ J t C — — A A -1.1 BUILDING LAYOUT NOTES: 1. SLAB SIZE IS SLIGHTLY LARGER THAN BUILDING SIZE. j 2. BUILDING SIZE IS DETERMINED BY INTERIOR DIMENSIONS OF THE RESTROOMS. DIMENSIONS ARE FACE OF BLOCK TO FACE OF BLOCK OR FACE OF OSB. 3. START LAYOUT BY MEASURING T' IN FROM EDGE OF SLAB (AFTER VERIFYING SLAB IS CORRECT). THIS WILL BE THE INSIDE FACE OF THE EXTERIOR BLOCK WALLS. {{ i COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM Deslgntng ' COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER ■■ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS _ INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES REV1510N BY ■■ P.O. Box 489 ■ AUMSVILLE, OR 97325 -0489 OR PUBLIC RESTROOM COMPANY. Ph. 888 -E I i i PUBLIC RESTROOM COMPANY 1 Fax 888 - 888 -1448 C A -1.1 29'-10" [358"1 SLAB OVERALL 154" [184"1 3 4 49' 74" [9Z] - - - — - — X1 11 f - UO El a ( 1 IELECTRICAL PANEL 0 { I :2. o 0 i ! UNISEX ACCRR #3 Z \ / i F.D. O ;4t n \ / /.o m z o I N bD 1 ' E 77 I I j STORAGE �./ V I ' Jri � a /\� I 1 O / UNISEX ACCRR #4 \\ I o m • I i j I I O It / , uo a N v v \– WAINSCOT \–SLAB OUTLINE (SHOWN FOR REF. ONLY) (SHOWN FOR REF. ONLY) NOM. 10" ROOF OVERHANG (TYP.) 4' -0" [48 "3 9' -8" [1 i 6 "j 4" 3" 29'-4'[3521 BUILDING OVERALL j C !} �.: i - ..,`:� +e. :.FY...•w.Gris.., •,jLs.V, . ,, , rS"."�•�."8..- #.°'4+.- • � - , .... , is .l:� \t:. ,s . 5. i �� #xry; _. s<..F'-:! . ' ' �._ it w ' *�• ,r, :8ti`S't g"t'18 ^:= f�'�S"Z _ FLOOR PLAN : � < :...� �i.� , .:� � »: �i : . �.� �. �.•.... = _ , ?Ef1.;:±t5 GI Iii 'Y .nd are no pro, ,r } is. /21 d W <I!"t'2ti?.t4G3�V DR+_ __ QR�PESS /pN 59228 m X lcP� -9p� CtV1L O���Q' OF C AL�F • � � � � EXPIRES: 6130!2011 I PROJECT NAME & LOCATION: , SHEET TITLE: Approved for Const: Job No: 17325 Lowell Park j FLOOR PLAN & SECTION' File Copy: Bakersfield, CA I suet : 6 -12 NJP -10 • A B 7v10DLINE 19-2'[12Z] MOD'OV ROOF 10' -2' [122 "1 MOD'02` ROOF 1 2 3 4 31' -0" [372 j OVERALL ROOF I 7 PURLINS TOP CHORD A -4 48,, ♦ ' S 10:3 !1 4'" PURLINS 47 ` ` TOP CHORD i t ♦ I � �• A j. \ 12 V �n 464 f I � 1 1 A -4 1 f \� 1 1 � A -4 1 f s >Y > 'k co p 03 } O CL U: j O ALL WALLS CMU PRECISION BLOCK O m co 1 I ALL WALLS CMU PRECISION BLOCK S'• �$ U UNISEX ACCRR #1 UNISEX ACCRR #2 0� 1 1 WAINSCOT TO 32 AFF i - 1 1 f 1 1 1 UNISEX ACCRR #2 STORAGE UNISEX ACCRR #4 zo 1 -. : s a d] 3 T MODLINE 7 V -7" [115 "] MOD'Ol' SLAB V -T [115'1 MOD'02' SLAB Io 3 T T' A -4 19' -2" [230'3 SLAB OVERALL A -4 29' -10" [358"] SLAB OVERA LL SECTION - A A 1 /2" SECTION _ B _ B I I MODLINE Q 3 4 117-2'[12Z] M06'01' ROOF 10' -2" [1271 MOD'02' ROOF 31' 4" [372 "1 8' -0" [96" j i 8' -0" [96" j PURLINS 1 T 10" NOM. ROOF I{ CAPBEAM (� YP.) 2 OVERHANG j 12" A-4 i i TOP CHORD — 12 4 A -4 . `' ♦ - ' l \ `' -. 234'" ,- ' TS3y2X3y2 8 3y2X3y2Xi�" ~ TOPCHORD TOPCHORD `. Ei ( TS5x3xY TSS x3xY U TOPCHORD W n. I TOPCHORD uj > °°}. ' .. A -4 N O O { 04 o OR .< ALL WALLS. TS4x4xY8' PURLINS (TYP.) .� O CMU I. PRECISION BLOCK s" a �r�t`5:j, =': ,4 a:b�., MODLINE 'teLa. ",. a?':;., • :t�.VCs �is ui g STORAGE I 1 Lu k .. - N TS5X2XY8' FASCIA (TYP.) -i"'S;E, s' ?.x;15 I'.:?� "� :. _, -... . ;? 'e'; 7r5' ".?'lf' ' ,- • >; l 15, 183Y SHORT PURLIN LENGTH TYPO 4 1 f i l l'1tiL ^.. LZaS!CFiY eS'Cx r�.@ YtOt fJ f 1 +9; Zia[ L NOV 02 2010 toms dSJ'" W ^ <. . l . , • � I'I � _ _ .._201 30'-8" [3691 LONG PURLIN LENGTH OF;S) (TYP. T MODLINE 3 9' -7' [1 IS] MOD'01' SLAB 9' -7" [115'] MOD'02' SLAB A -4 - `�'- -3 °-lv "[230 "jSfAB 19' -2 OVERALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- C ------- - -_. -- ------- - - - - -- ------ �- - - - - -- — - ---- - - - - - -- OQ�pFESSipN9 M•Sy l { TS4x4XY8 OUTLOOKER (TYP.) 59228 SECTION C C _ ROOF FRAMINQ P LAN T O�F CpL�F 3/8" = 1'-0" EXPIRES: 6130/20111 COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER Designing And Building Restroome ... Better 1'UBt -1C PROJECT NAME &LOCATION: SHEET TITLE: Approved for Const: Job No: 17325 VI510N 13 DATE REV# REV15ION AL •• _ INDUSTRIES, INC. 13Y ■■ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT A UTHORIZED BY THE WRITTEN _PERMISSION OF BLAZER INDUSTRIES SHALL NOT AS RESTROOM COMPANY Lowell Park Bakersfield CA FLOOR PLAN &SECTION File Copy: Drawn By: NJP Ami DATE REV# R P.O. BOX 489 ■ AUMSVILLE, OR 97325 -0489 OR PUBLIC RESTROOM COMPANY. Ph, 888 - 888 -2060 Fax 888- 888 -•1448 Start Date: 6 -12 -10 i f N N: Fes" N .' Q M - x .. W N " y ED o -- Q N R C popol- u CA TITLE 24 G ■_ i LIGHT FIXTURE FASCIA COLOR: TBD 12 /— SIDING COLOR: TBD 4 0 01 ainuvanuaa ��'.rs : : :iiii•r i•s riNa■ au■ru■ :::: a an star■.. nauavuo_ ruuu ■u ■ua■._ ::�� : :: : :� :i :i : ::�:mmumin..��'' DESCRIPTION FINISH BRAND /COLOR NOTES WALLS • TO 32" AFF. WAINSCOT - CULTURED STONE -r■� ,■�,� OWNES CORNING - PRO -FIT ALPINE LEDGESTONE CHARDONNAY (CSV- 420113) i�- s��■�>♦s_wi: �1��1 w�w�` Ma OWENS CORNING - TAUPE 2 COATS SEALER - ANTI - GRIFFITI BY OTHERS .�.� �■�:aMW.....:��- ,�.■M ..ice. 2 COATS FINISH - ANTI - GRIFFITI BY OTHERS WN STUCCO APPLIED FINISH OVER CMU PAINT Mr a Ej ■■tr■��1NE M ME. - �■■u,�..=0.&M CAP BEAM STEEL PAINT PITTSBURGH - TBD MIMM +sue ��w �i�.w :mom =WA- �� - �•- .���.r ���i,� ��� GABLE SIDING JAMES HARDIE (OR EQUAL) - FRC SMOOTH W/ STUCCO APPLIED FINISH PAINT PITTSBURGH - TBD 2 COATS FINISH - ANTI - GRIFFITI BY OTHERS VENT POSTS STEEL r 1 ��£■ rrw -p �■1�>!! ww■w■■r■r-- ■�r�■rr■■■�-■■Biw- STAINLESS STEEL WIRE MESH (1 I /2'x 1 1 /Z'x 114") ar■.ts�1 .0METRIC SIGN ie CA TITLE 24 GI • �� __• CA TITLE 24G' WALL 4 :AP BEAM COLOR: T8D 1I /-- STUCCO APPLIED FINISH OVER CMU PRECISION BLOCK Color. TSD WATER TABLE Color. TAUPE �— CULTURED STONE WAINSCOT TYPE: LEDGESTONE CHARDONNAY (CSV- 420113) " 4 4 � LIGHT FIXTURE 12 CA TITLE 24 G ria■a ■io ■a ■r■ riiaaua■■ •riivuvu ■t ■ ■r ■i■■■■vuaa■ ■a w■iiatavana■■i■■■ .■ ■ a■rau■ararrarr■■■ .ri■ai■:ruraar■auuarrr rrrr r■anautua■arrrr ■rrr �'�G■aaruaavuraavu ■ ■ ■■ aaiauaraarrur■arr■va nuw a■v■r._ uaa■au._ ■uuuvarr._ ■ as ■aarna ■r. ■:raaCaaraaa. rarer ua■aaa■i■._ u ■■a■rrrraauaraua._ uuravau■vaa■aru■r._ ■raurrr■araava■varrar :::i:: :i:::: ::i :iii :::i::: :i :�� DESCRIPTION FINISH BRAND /COLOR NOTES WALLS • TO 32" AFF. WAINSCOT - CULTURED STONE -r■� ,■�,� OWNES CORNING - PRO -FIT ALPINE LEDGESTONE CHARDONNAY (CSV- 420113) i�- s��■�>♦s_wi: �1��1 w�w�` Ma OWENS CORNING - TAUPE 2 COATS SEALER - ANTI - GRIFFITI BY OTHERS .�.� �■�:aMW.....:��- ,�.■M ..ice. 2 COATS FINISH - ANTI - GRIFFITI BY OTHERS WN STUCCO APPLIED FINISH OVER CMU PAINT Mr a Ej ■■tr■��1NE M ME. - �■■u,�..=0.&M CAP BEAM STEEL PAINT PITTSBURGH - TBD 1 COAT PRIMER, 2 COATS FINISH - ANTI - GRIFFITI BY OTHERS ABOVE CAP BEAM ; GABLE SIDING JAMES HARDIE (OR EQUAL) - FRC SMOOTH W/ STUCCO APPLIED FINISH PAINT PITTSBURGH - TBD 2 COATS FINISH - ANTI - GRIFFITI BY OTHERS VENT POSTS STEEL PAINT PITTSBURGH I COAT PRIMER, 2 COATS FINISH - ANTI - GRIFFITI BY OTHERS GABLE VENTS STAINLESS STEEL WIRE MESH (1 I /2'x 1 1 /Z'x 114") NATURAL .0METRIC SIGN ie CA TITLE 24 GI METRIC SIGN J METRIC SIGN EXTERIOR FINISH SCHEDULE DESCRIPTION FINISH BRAND /COLOR NOTES WALLS TO 32" AFF. WAINSCOT - CULTURED STONE NATURAL OWNES CORNING - PRO -FIT ALPINE LEDGESTONE CHARDONNAY (CSV- 420113) 2 COATS SEALER " WATER TABLE TOP OF WAINSCOT NATURAL OWENS CORNING - TAUPE 2 COATS SEALER - ANTI - GRIFFITI BY OTHERS 32" TO CAPBEAM STUCCO APPLIED FINISH OVER CMU PAINT PITTSBURGH - TBD 2 COATS FINISH - ANTI - GRIFFITI BY OTHERS ALCOVE FULL HEIGHT STUCCO APPLIED FINISH OVER CMU PAINT PITTSBURGH - TBD 2 COATS FINISH - ANTI - GRIFFITI BY OTHERS CAP BEAM STEEL PAINT PITTSBURGH - TBD 1 COAT PRIMER, 2 COATS FINISH - ANTI - GRIFFITI BY OTHERS ABOVE CAP BEAM ; GABLE SIDING JAMES HARDIE (OR EQUAL) - FRC SMOOTH W/ STUCCO APPLIED FINISH PAINT PITTSBURGH - TBD 2 COATS FINISH - ANTI - GRIFFITI BY OTHERS VENT POSTS STEEL PAINT PITTSBURGH I COAT PRIMER, 2 COATS FINISH - ANTI - GRIFFITI BY OTHERS GABLE VENTS STAINLESS STEEL WIRE MESH (1 I /2'x 1 1 /Z'x 114") NATURAL ROOF ROOFING 24 ga. STANDING SEAM METAL PREFINISHED AEP DESIGN SPAN - TBD SPAN RATED FOR 20 PSF MIN. @ 48" oc SOFFITS UNDER SIDE OF ROOFING PREFINISHED ( AEP DESIGN SPAN - WHITE FASCIA STEEL PAINT PITTSBURGH - TBD 1 COAT PRIMER, 2 COATS FINISH DOORS ALL DOORS AND FRAMES GALVANIZED HOLLOW METAL PAINT PITTSBURGH - TBD 1 COAT PRIMER, 2 COATS FINISH IN 1AIA 1 I Q Color: TBD ..w- ♦.... LIGHT FIXTURE 4 D y^k - i Sr '� C i 4r' a r i A.l r°' Y �•I 4,� cw" of . , .. iS Ste it, :'..'s.. ... .. -, cot ` i' Ir:i iiy' .'. 'P7•, {:Y K t'�7. tAi'C: ' -} ,.r. , i1i ".'. , f c",•il ✓uii!:1 are d Wan _z i,.•C` Fs:1,.-ls-t5 � f�£'r.l. 2 2010 • Q�pFESS /p� WALL 1 WALLA ��oG�� SHFTq�F `= 59228 I � w._ EXTERIOR ELEVATIONS ! ��9�F0 FCpL \F���� 3/8" = 1$ -at i EXPIRES: 6/30/2011 COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM Designing And Building Restrooms ... Better PROJECT NAME & LOCATION: SHEET TITLE: Approved forConst: Job No: 17325 COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER PUBLIC ■■ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM Lowell Park EXTERIOR ELEVATIONS File Copy: BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY �_� INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Drawn By: NJP DATe REV# REV15ION BY DATE R.EV# REV1510N BY ■� P.o. Box 489 � AUMSVILLE, Bakersfield, CA A�2 oR 97325 -0489 OR PUBLIC RESTROOM COMPANY. Ph RRR- RRR_9nRn Rex RRR - RRR -1AAR I Start Date: 6 -12 -14 Qr Q .N c, 3 o. �.'o-,_ . L J -: gin.. N- C_, LIGHT FBOCTURE :;t u- O u- UNISEX A CRR #1 & #4 ELEVATION 1/7' = V-a, A 54" MIN. 12" 48" MAX. FINISH SCHEDULE u- H ND DRYER u cn 12" -< M Q p MAX. M M 14" _ RESTROOM CONCRETE LIGHT BROOM BOBRICK B680 42" 0 10 6" MAX. CONCRETE LIGHT BROOM 4 0 a -48 S.S. X I SIGNS: ADA TACTILE ROOM ID ISA3GEOMETRIC- UNISEX 4 4 WALL: INTELLICAM INTELLICAM Q Z 0 w Q z 2 RESTROOM TO 7'-4" - LL- Q u- Q PITTSBURGH /PURE WHITE #90 -374 PITT TECH 2 COATS BLOCK FILLER, 2 COATS GLOSS CAP BEAM STEEL LL 4 PITTSBURGH /PURE WHITE #90 -374 PITT TECH O M N PREFINISHED t Q u- - C) M M STORAGE TO 7-4" CMU BLOCK NONE o SEAL TO PLUMBING WALLS TO 24" AFF CAP BEAM PAINT ASI #378 RESERVOIR PITTSBURGH /PURE WHITE #90 -374 PITT TECH 1 COAT PRIMER, 2 COATS GLOSS ABOVE CAP BEAM EXPOSED FRAMING. 26" 42" 18" VALVES ASI #353 THRUI WALL VALVES S.S. _ 8' -8" { 104'] i UNISEX A CRR #1 & #4 ELEVATION 1/7' = V-a, A 54" MIN. 12" 48" MAX. 36" MAX. UNISEX AQCRR #2 & #3 ELEVATION 1 /2' _ 1, -0R, L- c car. F r� a. L UNISEX ACCRR #1 & #4 ELEVATION Q ' V LIGHT FIXTURE ;' L'''L O r-- Q HAND DRYER 14" 6" MAX. 42" >�o 0 0 t i L u- _ �Z Q Q LL - O M- u 6 I a a U o N c"3 M u- 0 N M O �o bo CL 18" 42" 26" 18" -40 10 8' -8" [ 104'] UNISEX. ACCRR #2 & #3 ELEVATION D 4' -0" [48 "] ALCOVE ELEVATION INTERIOR FINISH SCHEDULE u- - -- U u- u cn 12" -< M Q p MAX. M M ao o _ 36" MAX. UNISEX AQCRR #2 & #3 ELEVATION 1 /2' _ 1, -0R, L- c car. F r� a. L UNISEX ACCRR #1 & #4 ELEVATION Q ' V LIGHT FIXTURE ;' L'''L O r-- Q HAND DRYER 14" 6" MAX. 42" >�o 0 0 t i L u- _ �Z Q Q LL - O M- u 6 I a a U o N c"3 M u- 0 N M O �o bo CL 18" 42" 26" 18" -40 10 8' -8" [ 104'] UNISEX. ACCRR #2 & #3 ELEVATION D 4' -0" [48 "] ALCOVE ELEVATION INTERIOR FINISH SCHEDULE ACCESSORIES MOUNT WITH VANDAL DESCRIPTION FINISH BRAND/COLOR NOTES FLOOR: MANUFAC URER/ITEM # FINISH /COLOR RESTROOM CONCRETE LIGHT BROOM BOBRICK B680 NATURAL ADDITIVE FOR 95% URINE /MOISTURE RESISTANCE MECHANICAL CONCRETE LIGHT BROOM 4 NATURAL ADDITIVE FOR 957o URINE/MOISTURE RESISTANCE -48 S.S. I SIGNS: ADA TACTILE ROOM ID ISA3GEOMETRIC- UNISEX 4 4 WALL: INTELLICAM INTELLICAM ALUMINUM BLUE ALUMINUM BLUE RESTROOM TO 7'-4" CMU BLOCK PAINT ROYCE ROLLS PITTSBURGH /PURE WHITE #90 -374 PITT TECH 2 COATS BLOCK FILLER, 2 COATS GLOSS CAP BEAM STEEL PAINT 4 PITTSBURGH /PURE WHITE #90 -374 PITT TECH 1 COAT PRIMER, 2 COATS GLOSS ABOVE CAP BEAM 7/6'2499 CORRUGATED METAL PREFINISHED FABRAL - WHITE STORAGE TO 7-4" CMU BLOCK NONE NATURAL SEAL TO PLUMBING WALLS TO 24" AFF CAP BEAM STEEL PAINT ASI #378 RESERVOIR PITTSBURGH /PURE WHITE #90 -374 PITT TECH 1 COAT PRIMER, 2 COATS GLOSS ABOVE CAP BEAM EXPOSED FRAMING. NONE SOAP DISPENSER 4 VALVES ASI #353 THRUI WALL VALVES S.S. CEILING: i ALL ROOMS BOTTOM OF ROOFING PREFINISHED C AEP DESIGN SPAN - WHITE PURLINS, TRUSSES, & OUTLOOKERS STEEL PAINT SPACER FOR S.S. URINALS PITTSBURGH - PURE WHITE #90 -374 PITT-TECH 1 COATS PRIMER, 2 COATS GLOSS CUSTOM g S, (D- (D- - - MODLINE 0 I NOTES 33" A.F.F. TO CENTER 33" A.F.F. TO CENTER 60'TO CENTER 60" TO CENTER 30" A.F.F. TO TOP 40" TO CONTROLS 4 li HD HD a UNISEX ACCRR #1 F.D. ® UNISEX ACCRR #3 F.D. V 0(3 a IO ((�3 UNISEX ACCRR #2 F.D. L_l...... ....... XI/ ■ COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM Deal COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER ■■ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT ■� BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS INDUSTRIES, INC. _A, AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES l3Y PATE REV# REV15ION BY no P.O. Box 489 ■ AUMSVILLE, OR 97325 -0489 OR PUBLIC RESTROOM COMPANY. ' _ - - -- Ph. HD STORAGE 0 U UNISEX ACCRR #4 F.D. ff- I A HD It , �' ' Z UQ u j fl t- I r M 1, 77 e"- --cl' inr '7 • p� cf These pknns I'..le of :... w s st<. -. .. t3;.. NTERI R LIAYOUT :Nov o 2 ,2010 _ _.. -. /8RR _ 1'-0' I �':xLf :','4'...'�; ...� .... _..- _`. -_.R v' ._..._ _ �{.// _ /�......__.- ...___.- .- ._._...- ... . _ M •_ _ F•'t..:� t=.i� LtF t S:i'3. 3: ` '` =I^ ^_�5 3 " "s Restrcoms...eetter PROJECT NAME & LOCATION: SHEET TITLE: Approved for Const: Job No: 97325 RESPUBLIC Lowell Park INTERIOR ELEVATIONS RESTROOM File Copy: COMPANY Bakersfield, CA Drawn By: NJP ... Fax 888 -888 -1448 Start Date: 6 -12 - 10 110 ACCESSORIES MOUNT WITH VANDAL RESISTANT SS SCREWS. DESCRIPTION QTY SIZE /STYLE MANUFAC URER/ITEM # FINISH /COLOR GRAB BARS 4 42" BOBRICK B680 -42 S.S. GRAB BARS 4 48" BOBRICK 8680 -48 S.S. SIGNS: ADA TACTILE ROOM ID ISA3GEOMETRIC- UNISEX 4 4 RECTANGULAR 6'x 8" 12" CIRCLE /TRIANGLE INTELLICAM INTELLICAM ALUMINUM BLUE ALUMINUM BLUE TP HOLDERS 4 VANDAL RESISTANT 3 -ROLL ROYCE ROLLS P-3 S.S. HAND DRYER 4 REMOTE POWER ELECTRIC FASTAIRE HD0 (S) ALUMINUM OPTIONS: SOAP DISPENSER 2 REMOTE RESERVOIR ASI #378 RESERVOIR S.S. SOAP DISPENSER 4 VALVES ASI #353 THRUI WALL VALVES S.S. i OTHER SPECIALTY ITEMS SPACER FOR S.S. URINALS 4 CUSTOM g S, NOTES: i 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. (D- (D- - - MODLINE 0 I NOTES 33" A.F.F. TO CENTER 33" A.F.F. TO CENTER 60'TO CENTER 60" TO CENTER 30" A.F.F. TO TOP 40" TO CONTROLS 4 li HD HD a UNISEX ACCRR #1 F.D. ® UNISEX ACCRR #3 F.D. V 0(3 a IO ((�3 UNISEX ACCRR #2 F.D. L_l...... ....... XI/ ■ COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM Deal COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER ■■ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT ■� BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS INDUSTRIES, INC. _A, AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES l3Y PATE REV# REV15ION BY no P.O. Box 489 ■ AUMSVILLE, OR 97325 -0489 OR PUBLIC RESTROOM COMPANY. ' _ - - -- Ph. HD STORAGE 0 U UNISEX ACCRR #4 F.D. ff- I A HD It , �' ' Z UQ u j fl t- I r M 1, 77 e"- --cl' inr '7 • p� cf These pknns I'..le of :... w s st<. -. .. t3;.. NTERI R LIAYOUT :Nov o 2 ,2010 _ _.. -. /8RR _ 1'-0' I �':xLf :','4'...'�; ...� .... _..- _`. -_.R v' ._..._ _ �{.// _ /�......__.- ...___.- .- ._._...- ... . _ M •_ _ F•'t..:� t=.i� LtF t S:i'3. 3: ` '` =I^ ^_�5 3 " "s Restrcoms...eetter PROJECT NAME & LOCATION: SHEET TITLE: Approved for Const: Job No: 97325 RESPUBLIC Lowell Park INTERIOR ELEVATIONS RESTROOM File Copy: COMPANY Bakersfield, CA Drawn By: NJP ... Fax 888 -888 -1448 Start Date: 6 -12 - 10 110 c 00 . . 0 kN' rn: (y n 0 0 m o: a a MIN. NUMBER OF ANCHORS PER SPACING NOT TO EXCEED 48" o ALL . WALL NUMBER WALLS WALLA ....................3 WALL ........... .... .....3 STEEL STUD -TO- WALL ....................3 (2) #8 WAFERHEAD SCREWS (1 EACH SIDE) WALL 1 .......... ..........3 (BOTH SIDES) WALL 2 ....... . ............ 3 BOTTOM TRACK WALL 3 . _ ................ 3 # 12 SCREWS @ 9bc WALL ....................3 TOP CHORD FASTEN ROOFING AS PER MANUFACTURER SPECIFICATIONS PURLINS FASTEN ROOFING AS PER MANUFACTURER SPECIFICATIONS TOP CHORD METAL ROOFING METAL ROOFING GABLE FLASHING PURLINS PURLINS METAL ROOFING OUTLOO ER t1- -2-..— ... 4 1 .... FASTEN ROOFING ........... .. ... -------------------- AS PER MANUFACTURER - - -- --------- - - - - -- _ SPECIFICATIONS ....'..'...'. " .'.'.'...'.'.'.'•'• _ : . TOP CHORD ' ..........:.:.:.... ......... '.'.'..'.'.'.'.'....',•:....... FASCIA TS5x2xY$ SCREWS PER :::::::... • • TOP CHORD FASTENING SCHEDULE FASTEN SIDING TO TOP CHORD .'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.' .'.'.'..'.'.'.'.'.'.'.'.'.'..'. AS PER MANUFACTURER ".. ..........•.•.•.•.•._..._.•.•.• • .......'..'..'..... ' $ib' FRC CORRUGATED SPECIFICATIONS :..'.'...'. : :. .'...'....'. - :....'... - SIDING METAL SIDING i" CAPBEAM FASCIA CORRUGATED 12 PURLINS ANCHORS (SPACING PER CHART) I .� • „ 3Y4'X 3Y"x % 9 , 6' STEEL PLATE 2Y2 STEEL STUDS @ 16 oc. METAL SIDING 14 I .I: WELDED TO END OFY2'O x 20" LONG REBAR (ASTM A706) WITH %a' FILLET STRUCTURAL DESIGN SCHEDULE METAL ROOFING .. I.I " WELD ALL AROUND. 3 FASTEN CAP BEAM TO STEEL AN CHOR ........:...:.'.'..... . .... .................. ............................ PLATE WITH MIN. OF V TOF /6' FILLET ........ ... ' .................... WELD. FASTEN SIDING #12 SCREWS @ &oC. .' ' .......' '... . OIL SCREWS PER AS PER MANUFACTURER ALL SIDES .'.'.'.... :: . - FASTENING SCHEDULE SPECIFICATIONS . . . .. ..... ... EAVED ETA I L CAPBEAM CAPBEAM CAP BEAM " %6' OSB :I:E . ANCHORS @ 48 "oc. (MAX.): "I I ANCHORS @ 48 "oc. (MAX.): ANCHORS @ 48 oC. (MAX.): I I: SEE EAVE DETAIL FOR + �: SEE EAVE DETAIL FOR SEE EAVE DETAIL FOR i. f . 5/6' FRC I' I, I SIZE, DETAILS & QUANTITY I. i'F. SIZE, DETAILS &QUANTITY SIZE, DETAILS &QUANTITY {:L• 9" FASCIA I:I I } .r• Lr 1" r L Olt B : I -r. I:I MODLtNE INTERIOR MECH. ROOM SIDE I I RESTROOM SIDE INTERIOR METAL ROOFING RIDGE C P a r • ALCOVE FASTEN ROOF1 G I. AS PER MANUFACTURER PURLINS. SPECIFICATI S METAL ROOFING TOP CHORD 12 �4 GABLE EAVE DETAIL INTERIOR WALL DETAIL _ DRINKING FOUNTAIN ALCOVE DETAIL 1 1/2, =1' -01 MIN. 3)3x3/8' TAB EACH y -- SIDE w /Y2' BOLT ` B TOP CHORD RIDGE DETAIL METAL ROOFING RIDGE CAP MODLINE 3/16 3/16 IY2x IY2xY$ ANGLE SCREWED TO TOP CHORD FASTEN ROOFING ��., I lY2xY$ STEEL PLATE lY2xY$ STEEL PLATE AS PER MANUFACTURER PURLINS WELDED TO POST WELDED TO TOP CHORD IY2x IY2XY40 S.S. VENT SCREEN SPECIFICATIONS TOP CHORD TS5x3 POST vex IY2xY40 S.S. lY2xY$ STEEL PLATE d ENT SCREEN METAL ROOFING WELDED TO CAP BEAM C7 12 CORRUGATED - -- -- -- - - - - - - -- WATER T LE SILL 14 METAL SIDING ih 3/16 IY2x IY2xY8 ANGLE `o CAP BEAM %6'SHEATHING - -- -- - - - .1Y2x1Y2xY$ANGLE � I' i WAINSCOT CULTUR D STONE 5/6" FRC SCREWED TO POST INTERIOR SIDE i.I'. EXTERIOR SIDE EXTERIOR SIDE FASTEN SIDING AS TS3x lY2xY$ \� `\ SECTION A SECT 4 x 8 x 16 CMU BLOCK ALL FULLY ION B PER MANUFACTURER TOP CHORD GROUTED. TWO 9g WIRE FOR SPECIFICATIONS HORIZONTAL REINFORCEM NT @ 8 "oc AND #3 REBAR AT 1 "oc VERT. USE #4 REBAR AT ENDS OF ALL AND N B VENT SCREEN SUPPORT FRAME AT EACH SIDE OF OPE INGS AND ® M CORRUGATED - IY2x lY2xY$ ANGLE AT EXTERIOR 10' -0 "oc. MAX. USE TYPE'T MORTAR. METAL SIDING IY2XY STEEL PLATE AT INTERIOR v v O 000 STARTER BARS: EMBED #4 BAR " DEEP w/ J i S.S. VENT SCREEN HILTI (HIT RE 500 or HIT -HY 150 j EPDXY m OPTION: #4 BAR 30"x 8" HO @ 24 "oc 000 j� , - - - P CHORD OR- SIMPSON ET EPDXY o! �a:ac �� 12 O 7" LL lL ll.. - ly tj2" I -- - °- {— !� �� 4 1"� 't`'- ''-s.,r. -pr' rf }�3 >.-. `'..J. ` -ti �:3`ii`:'4•��d G� _ 0 i k. ✓...t `'" iri -.+.;; `$F . '`Y E.: �'�'''�. i'� a. skl e.3• 5Ya FASTEN SIDING TO STUD I _ ~ � ^ ~ SEE CAP BEAM PLAN „ - STEEL POST °': a ✓c -, COMPACTED HORIZON L (MIN) AS PER MANUFACTURER ! -- PURL e J t ( ) FOR DETAILS — :! . "f . _ n.. -( INS ; `;, . SPECIFICATIONS I ! 1- _ F - -� - . ; ... :;_ �•, o_ _ _ =0� -' - e CAPBEAM I I - 07 2J /$ - P — .- -'I - -' '_....t. -.... �--- -r.. —. ___- ___ ._ ..- � � � - � ei'?3''(:JI1 �°: :c •... ;I; .(i- , .. JiE:. , �'--- ....... .,., . .. - .�_ __ __. n •I .I: :LI- A ` {___— I _ ' ... 1_..,. ._.. _I..•_..i. —_ .. '�e ^pe4''i.'ia d'IS':)fS .� ... -. _ - - - - ANCHORS @ 48 oc. (MAX.). =1 I 1 =1 I ITI I I I _ - - t - �- , r ►- �— I ,. ;d aiv riot FQv4a<<_ 1 I I I ( I - - - - - SEE EAVE DETAIL FOR I I' I I _ I !— _ i �-_ 3 I -4 :p1 I 1 - _� r,.,yly s,s tar „-n is . n a: .. „ s E DETAILS _ . • ., QUANTITY ; i.l I.I i z �� r.x< I CAPBEAM 24 "MIN. EYONDSLAB 48Y4 2" BED OF (COURSE MASON) SAND V' CONCRETE SLAB WITH MIN. #4 REBAR @1 6" oC 26Y" 6• Q PFE83 /ON OVER MIN. 4' CLASS 11 TYPE B E.W. TOP & BOTTOM. GRADE 60 MIN. IY4' COVER.:. 6' -10" [82 "j AGGREGATE BASE OMPACTED 95% ,J CONCRETE STRENGTH MIN. 4000 psi @ 28 DAY$ . 303/ M.D.D. (BY GENE L CONTRACTOR) (DESIGN BASIS IS 2500 pst @ 28 DAYS j. co 59228 ' 3 LAB & WALL sDETAIL INTERIOR WALL DETAIL �� L INTERIOR WALL DETAIL �rFO tvk��FO�. C A EXPIRES: 6/30/2011 ■ COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM Designing And Building Restrooms ... Better PROJECT NAME & LOCATION: SHEET TITLE: Job No: 97325 Approved for Const: �� COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER PUBLIC INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM �,,oy�/eil Park DETAILS File Copy: BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY INDWME5, INC. DATE REV# EV15ION BY DATE REV# REV151ON BY •• AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Drawn s : A�4 Bakersfield, CA v NJP �� P.o. Box 4$9 aurlSVla LE, OR 97325 -0489 OR PUBLIC RESTROOM COMPANY. Ph. s88 -888 -2060 Fax 888 -888 -1448 Start Date: 6 -92 -90 . _I FASTENING SCHEDULE STEEL FRAMEC WALLS STEEL STUD -TO- FOP & BOTTOM TRACK (2) #8 WAFERHEAD SCREWS (1 EACH SIDE) GABLE END WALLS (BOTH SIDES) ITW BUILDEX NAILS @ 6"oc EDGE, 17'oc FIELD BOTTOM TRACK TO- CAP BEAM # 12 SCREWS @ 9bc TOP TRACK -TO TOP CHORD #12 SCREWS @ 8 "oc 0 CD 0)- 0 C), .0� 6' -10" [8ZI wn' 10 10 9'-4- [112'7 TS6X4X)/j'CAPBEAh, 9'-4' [11 ZI 01 (TYP. UNLESS, NOTED OTHERWISE) 18' -10" 12263 TS6X4XYj'CAPBEAM CAPPBEAM CONNECTION TS3J/2X3y2XyF POSTS TS5x3x%j'VENT POSTS (TYP UNLESS NOTED OTHERWISE) SEE (2/A-5) FOR DETAILS (TYP. GABLE WALLS) (WP. GABLE WALLS) 4 11 -r' � T7, 'IT 9'-S' [I uq 18'-10' [2261 6'-10' [82"1 9--S- [113'7 TRUSS DETAIL- 1J& 4 TS W'2XV2Wj' TC P CHORD TS3y2x3y2Wj' POST (TYP.)) (TYP. UNLESS NOTED OrHERWISE) TS4x4x)/d' PURL IN 12 (TYP. UNLESS NOTED OTHERWISE) 4 10/0 TS4X4x1/j'OUTLOOKER (TYP. UNLESS NOTED OTHERWISE) -o 70 5'-0r' [691 303/4, B MIN. 3x3)3/$' TAB EACH SIDE W/ Yj'BOLT 7 GABCE ,4sc/ 24" rly 4" 4 iF 6-0-101 e- 18--1 W [2261 L TS6x4xY8'CAPBEAM (TYP. UNLESS NOTED OTHERWISE) TS6X4XYj'CAPBEAM (TYP. UNLESS NOTED OTHERWISE) CAPPBEAM CONNECTION 1 SEE (1 /A -5) FOR DETAILS 0 4;1;1 P1 0 I I ! TS3YX3Y2xyj'POST (TYP.) !- 4-6 [541 I N, 4-6 54 1 11 1 L (L 1 TS4X4Xyd' CAPBEAM 11 i 6!' 8' -11" [107"1 8' -11" 1107-1 TRUSS DETAIL 2J& 3 5 2" e- CONNECTION PLATE 3/16 Vz' 3/4'O BOLT W/ (2) �'O HOLES TYP. A —4- `.o CONNECTION BOLT PLATES 314'P LATE 2Y2'X 21T MODLINE TAP FOR VZO BOLTS B CAPBEAMS TS6X4XY8 W/ %$'0 HOLE FOR BOLT CAP BEAM CONNECTION I 1 /2" =]'-a' o- MODLINE m a 7-6- [90" 1 61 CAP BEAM TS6x4XYj' TS3y2X3y2xyW POSTS TS6x4Xy8'CAPBEAM C CMU W ALL BELO W (CAP END OF TUBE) (TYP. GABLE WALLS) B TS5x3Xy8' VENT POSTS MIN. 3X3,13/j'TAB EACH SIDE W/ Y" BOLT oa TAPPED FOR BOLT (TYP. GABLE WALLS) TS5x3X'/j'T0P CHORD 3/16 173, 10, a (TYP. UNLESS NOTED OTHERWISE) CMU WALLS 48 GgBCF TS4X4Xyj'PUR-IN (TYP. UNLESS NOTED OTHERWI 3E) CD c 12 4[77-' BEAM I Asc/ .4 ---------- 2 2 0 TS4x4xJ/i' OUTLOOKER 2 74- — (TYP. UNLESS NOTED OTHERWISE) A-5 A -- --------- A-5 II -7(1) LU:E . ... ... ------------------- t L U< \Z TS4X4Aj'CAP BEAMS A co c'4 U < 4'x 4" x I" PLATE i I 4 e MIN. Vj'DIA. BOLT W/ 4x 4'xY4' WASHER PLATE --------------- 3/16 a' 4 CAP BEAM CONNECTION 6 6' -6" [78"1 1 1 C4 I I C 04 II C 29"413641 C I 1c"4 .0� 6' -10" [8ZI wn' 10 10 9'-4- [112'7 TS6X4X)/j'CAPBEAh, 9'-4' [11 ZI 01 (TYP. UNLESS, NOTED OTHERWISE) 18' -10" 12263 TS6X4XYj'CAPBEAM CAPPBEAM CONNECTION TS3J/2X3y2XyF POSTS TS5x3x%j'VENT POSTS (TYP UNLESS NOTED OTHERWISE) SEE (2/A-5) FOR DETAILS (TYP. GABLE WALLS) (WP. GABLE WALLS) 4 11 -r' � T7, 'IT 9'-S' [I uq 18'-10' [2261 6'-10' [82"1 9--S- [113'7 TRUSS DETAIL- 1J& 4 TS W'2XV2Wj' TC P CHORD TS3y2x3y2Wj' POST (TYP.)) (TYP. UNLESS NOTED OrHERWISE) TS4x4x)/d' PURL IN 12 (TYP. UNLESS NOTED OTHERWISE) 4 10/0 TS4X4x1/j'OUTLOOKER (TYP. UNLESS NOTED OTHERWISE) -o 70 5'-0r' [691 303/4, B MIN. 3x3)3/$' TAB EACH SIDE W/ Yj'BOLT 7 GABCE ,4sc/ 24" rly 4" 4 iF 6-0-101 e- 18--1 W [2261 L TS6x4xY8'CAPBEAM (TYP. UNLESS NOTED OTHERWISE) TS6X4XYj'CAPBEAM (TYP. UNLESS NOTED OTHERWISE) CAPPBEAM CONNECTION 1 SEE (1 /A -5) FOR DETAILS 0 4;1;1 P1 0 I I ! TS3YX3Y2xyj'POST (TYP.) !- 4-6 [541 I N, 4-6 54 1 11 1 L (L 1 TS4X4Xyd' CAPBEAM 11 i 6!' 8' -11" [107"1 8' -11" 1107-1 TRUSS DETAIL 2J& 3 5 2" e- CONNECTION PLATE 3/16 Vz' 3/4'O BOLT W/ (2) �'O HOLES TYP. A —4- `.o CONNECTION BOLT PLATES 314'P LATE 2Y2'X 21T MODLINE TAP FOR VZO BOLTS B CAPBEAMS TS6X4XY8 W/ %$'0 HOLE FOR BOLT CAP BEAM CONNECTION I 1 /2" =]'-a' o- MODLINE m a 7-6- [90" 1 61 a I A-5 T 7-6- [9Gj T - ------------------- --- -11 L-j CAP BEAM TS6x4XYj' TS6x4Xy8'CAPBEAM C CMU W ALL BELO W (CAP END OF TUBE) 4'x 4x I" PLATE oa TAPPED FOR BOLT 1 0 3/16 173, 0 CMU WALLS CD c BELOW CAP BEAM LU7 ---------- 2 2 0 2 74- — A-5 A A-5 A -- --------- A-5 II -7(1) LU:E . ... ... ------------------- t L U< \Z TS4X4Aj'CAP BEAMS co c'4 U < 4'x 4" x I" PLATE i I e MIN. Vj'DIA. BOLT W/ 4x 4'xY4' WASHER PLATE --------------- 3/16 a' II CAP BEAM CONNECTION 6 6' -6" [78"1 1 1 I I C II C 29"413641 a I A-5 T 7-6- [9Gj T - ------------------- --- -11 L-j TS6x4Xy8'CAPBEAM C CMU W ALL BELO W oa 1 0 F 0 CD c co 2 2 2 L a I A-5 T 7-6- [9Gj T - ------------------- --- -11 L-j 4'4/4'[51Yq7 ..... .... ...... 1. NOTES: THIS DIMENSION IS FOR REFERENCE ONLY AND IS FROM THE INSIDE OF THE CAP BEAM TO THE INSIDE OF THE CMU BLOCK WALL. ALL STEEL INTERSECTIONS WELDED WITH MIN. Vie' FILLET ALL AROUND, UNLESS NOTED OTHERWISE. - - — — — — — — — — — — — — — — — — — — — — — — — ------------- ---------------------------------------------- 15'-6Yj'[I80j"1 2 A-5 COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM Designing And Building Restrooms --- Beft COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER PUBLIC MIN INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM I& AA--- INDU5ME5, INC. BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY AWAII� ov AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES ■0 P.O. Box 489 ■ AUMSVILLE, OR 97325-0489 It OR PUBLIC RESTROOM COMPANY. Ph. 888-868-2060 Fax 888-888-1448 It Y�o 4 A-5 A-5 in -4 rd per,� 1-1111 US. Z fo�J�A'-i jt't B E N1 P L A�it�.�, CAP N OFESS 112. 1, (;f th') j and re not F 59228 m '0 m IVXV FC WPiVES: 613612-011 3 PROJECT NAME & LOCATION: SHEET TITLE: Approved for Const: Job No: 17325 Lowell Park CAP BEAM PLAN & DETAILS File Copy: Bakersfield, CA Drawn By: NJP I—Start Date: 6-12-101 5 A TS6x4Xy8'CAPBEAM C CMU W ALL BELO W 1 0 0 0 CD c co 2 2 2 A-5 A A-5 A A-5 A A-5 ty. ------------------- t t ------- k i I --------------- II 6 6' -6" [78"1 1 1 I I C C 1 C TS4X4Xyj'CAPBEAM C I I I I 00 Y2, #2 .-9 I TYP. GABLE I 4 4'-9Ya'[57y4'1 POSTS 1 o _ I I 1 - ------------ - _ # I - ..... .... ...... 1. NOTES: THIS DIMENSION IS FOR REFERENCE ONLY AND IS FROM THE INSIDE OF THE CAP BEAM TO THE INSIDE OF THE CMU BLOCK WALL. ALL STEEL INTERSECTIONS WELDED WITH MIN. Vie' FILLET ALL AROUND, UNLESS NOTED OTHERWISE. - - — — — — — — — — — — — — — — — — — — — — — — — ------------- ---------------------------------------------- 15'-6Yj'[I80j"1 2 A-5 COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM Designing And Building Restrooms --- Beft COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER PUBLIC MIN INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM I& AA--- INDU5ME5, INC. BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY AWAII� ov AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES ■0 P.O. Box 489 ■ AUMSVILLE, OR 97325-0489 It OR PUBLIC RESTROOM COMPANY. Ph. 888-868-2060 Fax 888-888-1448 It Y�o 4 A-5 A-5 in -4 rd per,� 1-1111 US. Z fo�J�A'-i jt't B E N1 P L A�it�.�, CAP N OFESS 112. 1, (;f th') j and re not F 59228 m '0 m IVXV FC WPiVES: 613612-011 3 PROJECT NAME & LOCATION: SHEET TITLE: Approved for Const: Job No: 17325 Lowell Park CAP BEAM PLAN & DETAILS File Copy: Bakersfield, CA Drawn By: NJP I—Start Date: 6-12-101 5 A T VANDAL PROOF VENT CAP tI', i I 1 WATT =R PIPING: 1 T F�' -FIXTURE UNITS ......................165 1 2" C.O. � 1'h..C.Q W VANDAL PROOF VENT CAP - DEVELOPED LENGTH .................. 100' ' 2' C. O. f �V >yz' 0' - ELEVATION DIFFERENCE ................ h 1 1 V. C.O. 1/ 1 ��V LAV - STREET PRESSURE .................... 46 to 60 2' 00 1 -METER SIZE 11/2' \ / / 1 1 S 1'h "; 5R 1 - BUILDING SUPPLY SIZE ................. 2' i F.D. 1 1 1 1 Y" F.I.P. 5 B FOR FUTURE ARRESTOR / 0 1 1 IF PRESSURE IANK IN NEEDED. z'C.O. z'C.o. 1 PRESSURE xco. / H -WC 2" 1 15WC GAUGE H-WC -6 2 1 i,h 1 p. 6 1 C LOW POINT DRAIN F.D. 1 UR 1 1 i 2'C.O. /� p AW 111 5 /� i h C.O. UR Is TP LAV LAY 5 LAV H.B. LAV 2 / / 3" C.O. 1 UR 1 1& 2.5 1 TP 2// 1 1 $ T h ARRESTOR WASTE AND VENT PIPING: r`'h "c.o. xc.o. 3.. 1 1 z' �,;' 1" s 7'C.O. 1 ARRESTOR C ♦ LOW POINT DRAIN SIZE OF BUILDING 50 D2J H L ``/ /h� 1 1 H -WC 3 p LOW POINT DRAIN GRAIN ......................... ! 1 UR 1 1 6 D.F.! H.L. 1.. i 0. 5 1 3' 6 FLOOR DRAIN 1.5 2UR �L AGGREGATE AREA ......................... 14.136 O I H-WC SEE DETAIL �G 440 c TP �� 5 T h LqV 1'/a' 2" F.D. ARRESTOR 1Y;' 2' 0 WASTE ABOVE FLOOR LAV 1" TO BE VERIFIED BELOW FLOOR LOW POINT DRAIN" TP 3.. x i Oil PLUM5ING FIXTURE SCHEDULE QTY FIXTURE DESCRIPTION 4 V tATER CLOSETS - stainless ACORN 1675 -W -1 -PPS 4 F -USH VALVE - toilet SLOAN 152- 1.6 -ES -E Sensor 4 T ILET SEAT - black BEMIS 1955C 4 C URINAL - stainless ACORN 1702- W -1 -CFR 4 U F INAL SPACER - stainless NINTH INNING r Accessibility Compliance 4 F USH VALVE - urinal SLOAN 195- 1.0 -ES -S Sensor 4 2. VATORY ACORN 1652 LRB -ADA 4. VATORY - Faucet Sensor SLOAN ETF- 600-LT 1. HOSE BIBB WOODFORD 24-P 1 P RESSURE GAUGES PROFLO PFWTC1300L 1 E PANSION TANK - 30 gal. PREP ONLY 4 Fj.00R DRAINS ZURN 415 -90-56 2 RINKING FOUNTAIN - Single HAWES 1109.14 1 Z HECK VALVE 1 1/2 NIBCO SI -3 4 TAP PRIMER M1FAB M2 -500 2 H MER ARRESTOR PPP SWA 2 VENT CAP - vandal proof SMITH 17AA 1 TYPE OF SERVICE URB STOP 1 1/2' MUELLER 15015 T VANDAL PROOF VENT CAP tI', i I 1 WATT =R PIPING: 1 T F�' -FIXTURE UNITS ......................165 1 2" C.O. � 1'h..C.Q W VANDAL PROOF VENT CAP - DEVELOPED LENGTH .................. 100' ' 2' C. O. f �V >yz' 0' - ELEVATION DIFFERENCE ................ h 1 1 V. C.O. 1/ 1 ��V LAV - STREET PRESSURE .................... 46 to 60 2' 00 1 -METER SIZE 11/2' \ / / 1 1 S 1'h "; 5R 1 - BUILDING SUPPLY SIZE ................. 2' i F.D. 1 1 1 1 Y" F.I.P. 5 B FOR FUTURE ARRESTOR / 0 1 1 IF PRESSURE IANK IN NEEDED. z'C.O. z'C.o. 1 PRESSURE xco. / H -WC 2" 1 15WC GAUGE H-WC -6 2 1 i,h 1 p. 6 1 C LOW POINT DRAIN F.D. 1 UR 1 1 i 2'C.O. /� p AW 111 5 /� i h C.O. UR Is TP LAV LAY 5 LAV H.B. LAV 2 / / 3" C.O. 1 UR 1 1& 2.5 1 TP 2// 1 1 $ T h ARRESTOR WASTE AND VENT PIPING: r`'h "c.o. xc.o. 3.. 1 1 z' �,;' 1" s 7'C.O. 1 ARRESTOR C ♦ LOW POINT DRAIN SIZE OF BUILDING 50 D2J H L ``/ /h� 1 1 H -WC 3 p LOW POINT DRAIN GRAIN ......................... ! 1 UR 1 1 6 D.F.! H.L. 1.. i 0. 5 1 3' 6 FLOOR DRAIN 1.5 2UR �L AGGREGATE AREA ......................... 14.136 O I H-WC SEE DETAIL �G 440 c TP �� 5 T h LqV 1'/a' 2" F.D. ARRESTOR 1Y;' 2' 0 WASTE ABOVE FLOOR LAV 1" TO BE VERIFIED BELOW FLOOR LOW POINT DRAIN" TP 3.. x i Oil PIPE MATERIAL ABOVE FLOOR PIPE SCHEDULE: TO BE VERIFIED BELOW FLOOR T 3° i WATER BOX & o! SHUT OFF VALVE GENERAL NOTES: 2. U cpn 0:: a Z - 0U1 Q O ppO mo Z ppU st' 3.. U U = O Uj TYPE OF SERVICE J LU " > �L LL! > L 0 N Lu X " W cHRfsrrBOx GENERAL NOTES: 4.. c -SIZED TO 2DD7 CALIFORNIA PLUMBING CODE. v h H WATER ABOVE GROUND d - D.W.V. UNDERGROUND MATERIAL- A.B.S. - P TRAPS ON ACCESSIBLE FIXTURES INSULATED. CO BELOW GROUND SA TARY ABOVE GROUND d D 11 A INAGE BELOW GROUND: d SA TARY ABOVE GROUND: d VENT BELOW GROUND T VANDAL PROOF VENT CAP tI', i I 1 WATT =R PIPING: 1 T F�' -FIXTURE UNITS ......................165 1 2" C.O. � 1'h..C.Q W VANDAL PROOF VENT CAP - DEVELOPED LENGTH .................. 100' ' 2' C. O. f �V >yz' 0' - ELEVATION DIFFERENCE ................ h 1 1 V. C.O. 1/ 1 ��V LAV - STREET PRESSURE .................... 46 to 60 2' 00 1 -METER SIZE 11/2' \ / / 1 1 S 1'h "; 5R 1 - BUILDING SUPPLY SIZE ................. 2' i F.D. 1 1 1 1 Y" F.I.P. 5 B FOR FUTURE ARRESTOR / 0 1 1 IF PRESSURE IANK IN NEEDED. z'C.O. z'C.o. 1 PRESSURE xco. / H -WC 2" 1 15WC GAUGE H-WC -6 2 1 i,h 1 p. 6 1 C LOW POINT DRAIN F.D. 1 UR 1 1 i 2'C.O. /� p AW 111 5 /� i h C.O. UR Is TP LAV LAY 5 LAV H.B. LAV 2 / / 3" C.O. 1 UR 1 1& 2.5 1 TP 2// 1 1 $ T h ARRESTOR WASTE AND VENT PIPING: r`'h "c.o. xc.o. 3.. 1 1 z' �,;' 1" s 7'C.O. 1 ARRESTOR C ♦ LOW POINT DRAIN SIZE OF BUILDING 50 D2J H L ``/ /h� 1 1 H -WC 3 p LOW POINT DRAIN GRAIN ......................... ! 1 UR 1 1 6 D.F.! H.L. 1.. i 0. 5 1 3' 6 FLOOR DRAIN 1.5 2UR �L AGGREGATE AREA ......................... 14.136 O I H-WC SEE DETAIL �G 440 c TP �� 5 T h LqV 1'/a' 2" F.D. ARRESTOR 1Y;' 2' 0 WASTE ABOVE FLOOR LAV 1" TO BE VERIFIED BELOW FLOOR LOW POINT DRAIN" TP 3.. x i N.NUA110N OF WASTE LINE DONE ON SITE BY OTHERS. NOTE: REQUIRED WASTE SERVICE 4" CONNECTION TO SEWER 4' I I I i e o o 0 [E] 0 O O WATER UNE G 2' COPPER TYPE w r,, .+ INTERIO WALL (UNDERGROUND) FA• G FA co 0 ell - -- 0 1 TO WATI R SUPPLY S.S. BAND (REMOVABLE TRAP) MODLiNE _ __ _ _ TRAP PR MER SYSTEM MODLINE 2'FLOO1 Z DRAIN TO 2 'VENT Q SLOPE F1 OOR .TO. DRAIN Q - i FINISH FLOOR M. SLAB d o El I A� OPENING o o +-- TO MAIN DRAIN s: +;rls :I :•,::;;; DRAIN PIPE TO P -TRAP TO BE o , t C - . SLAB PENING LOCATED 24" MAX _4 IN CHASE FROM FLOOR DRAIN o ..,.; ® u , : 2010 FLOOR DRAIN DETAIL CD > RC' -- SCALE: 3l4" = T-W �s . :..- ....._ _ FEB.I.& 2012 WASTE VENT PLUMBING PLAN WATER SUPPLY PLUMBING PLAN 1149 =1'4" /4„ 1'-0' I . 3 -I53 COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM Designing And Building ResLrooms...Better PROJECT NAME & LOCATION: SHEET TITLE: Approved for const: COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER PUBLIC Job No: 17325 INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM Lowell Park PLUMBING PLAN File copy: BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY DATE REV# REVISION BY DATE Rl~1/# REVI51ON BY ON P.O. Box 489 ■ AUMSVILLE,oOR 97325-0489 OR PUBLIC RESTROOM COMPANY. RMISSION OF BLAZER INDUSTRIES Bakersfield, CA Drawn By: NJP �. Ph. 888 -888 -2060 Fax 888 - 888 -1448 Start Date: 6 -12 -10 Oil WATER ABOVE FLOOR TO BE VERIFIED BELOW FLOOR T 3° i WATER BOX & 2, SHUT OFF VALVE GENERAL NOTES: 2. 3' - SIZED TO 2007 CALIFORNIA PLUMBING CODE NOTE: REQU ED WATER SERVICE 2'. - POTABLE WATER MATERIAL - COPPER -ANGLE STOP AND SUPPLY ON ACCESSIBLE FIXTURES SHALL BE INSULATED. 2 T - HAMMER ARRESTORS INSTALLED TO UPC 609.10. 3.. x - CONTINUATION OF WATER MAIN DONE ON SITE BY OTHERS. 2' - AS PER CPC 608.3. A TEE WITH A PLUG WILL BE PROVIDED FOR ATHERMAL 3., EXPANSION DEVICE TO BE INSTALLED ON SITE BY OTHERS IF NEEDED. . cHRfsrrBOx GENERAL NOTES: 4.. c -SIZED TO 2DD7 CALIFORNIA PLUMBING CODE. - D.W.V. MATERIAL- P.Y.C. - D.W.V. UNDERGROUND MATERIAL- A.B.S. - P TRAPS ON ACCESSIBLE FIXTURES INSULATED. CO N.NUA110N OF WASTE LINE DONE ON SITE BY OTHERS. NOTE: REQUIRED WASTE SERVICE 4" CONNECTION TO SEWER 4' I I I i e o o 0 [E] 0 O O WATER UNE G 2' COPPER TYPE w r,, .+ INTERIO WALL (UNDERGROUND) FA• G FA co 0 ell - -- 0 1 TO WATI R SUPPLY S.S. BAND (REMOVABLE TRAP) MODLiNE _ __ _ _ TRAP PR MER SYSTEM MODLINE 2'FLOO1 Z DRAIN TO 2 'VENT Q SLOPE F1 OOR .TO. DRAIN Q - i FINISH FLOOR M. SLAB d o El I A� OPENING o o +-- TO MAIN DRAIN s: +;rls :I :•,::;;; DRAIN PIPE TO P -TRAP TO BE o , t C - . SLAB PENING LOCATED 24" MAX _4 IN CHASE FROM FLOOR DRAIN o ..,.; ® u , : 2010 FLOOR DRAIN DETAIL CD > RC' -- SCALE: 3l4" = T-W �s . :..- ....._ _ FEB.I.& 2012 WASTE VENT PLUMBING PLAN WATER SUPPLY PLUMBING PLAN 1149 =1'4" /4„ 1'-0' I . 3 -I53 COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM Designing And Building ResLrooms...Better PROJECT NAME & LOCATION: SHEET TITLE: Approved for const: COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER PUBLIC Job No: 17325 INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM Lowell Park PLUMBING PLAN File copy: BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY DATE REV# REVISION BY DATE Rl~1/# REVI51ON BY ON P.O. Box 489 ■ AUMSVILLE,oOR 97325-0489 OR PUBLIC RESTROOM COMPANY. RMISSION OF BLAZER INDUSTRIES Bakersfield, CA Drawn By: NJP �. Ph. 888 -888 -2060 Fax 888 - 888 -1448 Start Date: 6 -12 -10 f! N 0 o 0) ',nm 01 3. i 0 O 0., .dt 0 . ". X NOTES: 1. ALL CONDUCTORS ARE S RANDED COPPER WIRE. 2. RATING OF STANDARD PANEL IS 22,000 A.I.C. 3. WIRING METHOD IN METALLIC CONDUIT. 4. INSTALL UFER GROUND 114 SLAB, TERMINATING IN MECH. PAN ELECTRICAL FIXTURE /EQUIPMENT SCHEDULE & SYMBOLS SYMB L QTY RATING CALC. LOAD DESCRIPTION MODEL HEIGHT TO TOP COMMENTS PANEL B 1 100 AMP MAIN BREAKER .TRIP AMPS 120/240 SINGLE PHASE WITH BOLT-ON BREAKERS SQUARE D NQ16MIC 72' - FURR -OUT 6' LIGHT - RESTROOM 6 4 26 W 26 V.A. TWIN 13 WATT COMPACT FLUORESCENT KENALL #S711 DCDB132120 104" _ VA LIGHT - EXTERIOR x 125 % _ 4 26 W 26 V.A. TWIN 13 WATT COMPACT FLUORESCENT KENALL #S711 DCDB132120 104 12 LIGHT - STORAGE RESTROOM LTS. 2 62 W 62 V.A. 4 FT. - 2 LAMP - FLUORESCENT DIFFUSED LITHONIA #LB232 -120 CEILING MOUNTED 20 12 TIMECLOCK T 128 1 20 MECH /STOR LTS. TIMECLOCK (NTERMATIC T101 DED. GFCI (2) 3000 V.A PHOTOCELL RECEPTACLE GFCI 1 2 1800 V.A. RATED 1500 W 1500 V.A. PHOTO CELL DEDICATED 20 AMP GFCI RECEPTACLE (NTERMATIC K4421 M LEV {TON 7899 -1 ON ROOF 49' SECURITRON SWITCH 3 — �\ 9 SINGLE POLE SWITCH LEV{TON 1221 4 48" NOTE: (2) BYPASS HAND DRYER 12 4 840 W 840 V.A. REMOTE POWER ELECTRIC FASTAIRE HD03 39" TO CONTROLS I 1 WIRE FOR SENSOR FAUCET 20 4 80 W 80 V.A. SENSOR FAUCET 1 - 40 V.A. TRANSFORMER PER 2 - FAUCETS WIRE FOR SENSOR FLUSHOMETER 8 50 W 50 V.A. SENSOR FLUSHOMETER 1 - 50 V.A. TRANSFORMER PER 10 FLUSHOMETER WIRE AND INSTALL FOR MAGNETIC DOOR LOCKS 4 14 MAGNETIC LOCKS SECURITRON 15 EXIT BUTTONS SUPPLIED BY PRC LIGHTNING ROD 1 LIGHTNING ROD 16 SHIPPED LOOSE NOTES: 1. ALL CONDUCTORS ARE S RANDED COPPER WIRE. 2. RATING OF STANDARD PANEL IS 22,000 A.I.C. 3. WIRING METHOD IN METALLIC CONDUIT. 4. INSTALL UFER GROUND 114 SLAB, TERMINATING IN MECH. PAN 1 SCHEDULE NOTE: ALL CONDUCTORS COPPER. PHASE: 100 AMP PANEL SINGLE PHASE CKT NO. DESCRIPTION TRIP AMPS WIRE SIZE VOLT AMPS — — — — — — — 130 V.A. B VOLT AMPS WIRE SIZE .TRIP AMPS DESCRIPTION CKr NO. 1 HAND DRYER 2D 12 840 104 12 20 EXTERIOR LTS. 2 _ VA x 125 % _ 3 HAND DRYER 20 12 840 104 12 20 RESTROOM LTS. 4 _ VA 5 HAND DRYER 20 12 840 128 12 20 MECH /STOR LTS. 6 3360 V.A. DED. GFCI (2) 3000 V.A 7 HAND DRYER 20 12 840 120 12 20 SECURITRON 8 x 100 % _ — �\ 9 DED. GFCI 20 12 1500 130 12 20 SENSOR DEVICES 10 VA I 1 DED. GFCI 20 12 1.500 TOTAL KVA CALCULATED LOAD AMPS 7.0 12 r1 13 14 �� 15 16 ELECTRICAL LOAD CALCULATIONS PLAN REVIEW VOLTAGE: 120/240 PHASE: CON NECTE D LOAD CALC. LOAD LIGHTING EXTERIOR INTERIOR EXIT EMERGENCY X X 104 V.A. x 125 % _. 130 V.A. 228 V.A. x 125 % = 285 V.A. VA, x 125 % _. _ V.A. VA, x 125 % _ _ V.A. VA, x 125 % _. V.A. _ VA x 125 % _ _ V.A. RECEPTACLES THRU 10,000 OVER 10,000 _.__ V.A. x 100 % _ _ V.A. _-._ VA x 50 % _ _ VA. _ VA X 100 % _. _ VA. ( ) VA x 25 % _ VA. HAND DRYER (4) 3360 VA x 100 % _' 3360 V.A. DED. GFCI (2) 3000 V.A x 100 % _` 3000 VA. SECURITRON 120 VA x 100 V. = 120 VA. SENSOR DEVICES 130 VA x 100 % _ 130 V.A. _ VA X % _. V.A. _ VA x % _- _ V.A. VA X % = VA. TOTAL KVA CONNECTED LOAD AMPS 6.9 TOTAL KVA CALCULATED LOAD AMPS 7.0 28.9 29.3 DATE SECURITRON SYSTEM - (TYP. OF 4) 26 MODLINE UNISEX ACCRR #1 Q F. UNISEX ACCRR #2 F. 0,1 co . OF 8) #10 FAUCETS OF 4) #3 1 30''X36" CLEAR FLOOR SPACE REQUIRED IN FRONT OF ELECTRICAL PANEL i STORAGE #5 - ; GO@ 6 #1 #8 O ELECTRICAL PLAN 1/2" = I -a, L.L.J. 9/14/10 #7 DC GFCI DC GFCI 04 ffil m :e% r COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM Designing And Building Restrooms...Better PROJECT NAME & LOCATION: COMPANY. THIS MATERIAL IS THE EXCLUSIVEPROPERTY OF BLAZER PUBLIC Lowell Park INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY _ 04IN35ME5. INC. AUTHORIZED BY THE WRITTEN - PERMISSION OF BLAZER INDUSTRIES Bakersfield, CA REVI5ION I DY NO P.O. BOX 489 ■ AUMSVILLE, OR 97325 -0489 OR PUBLIC RESTROOM COMPANY. Ph. 888 - 888 -2060 Fax 888- 888 -1448 i ONE - LINE - DIAGRAM 100 AMP PANEL MAIN BREAKER 120/240 10 LIFER GROUND REQUIRED #4 Cu 1%2' P.V.G. WATER #4 Cu #4 Cu GRD. ROD LIFER GROUND — _ (ON SITE BY OTHERS IF REQUIRED) RR #3 _T__ UNISEX ACCRR #4 SHEET TITLE: ELECTRICAL PLAN I� ,vvvl�� t-�s>rb1l, approved t:h3f'd ior f;� {STS fl`C jY+Tq '. ?x L P-9 tci IS Sr,i...e .`iOitS, r °'3:i . °4'i'.::: by C,S'...i. Ir11�`` ,ts�` " of !.:lr C:': 'sil�il i:Ci .'1 ;j Ji.)�ti''iui::? 4';!:t: ritjJ Gr:rrjpad ttiiiiic.ilti�� \i1 \1 0 r: ^G- 0VEO jj// //_���., °3(;1!11e1 i t�q ✓c3k �,-e` ........_ ___ 3 Approved for Const: Job No: 17325 File Copy: - Drawn By: NJP Start Date: 6 -92 -90 El MY DESCRPTION gp� 2 4IFrMMEADAPTER ABS DWV 2 41 PLUGS , ABS DWV 2 e COMBO ABS DWV I 4x3COMBO ABS DWV 1 4 x 3 BUSHING ABS DWV 5 3x2 COMBO ABS DWV 3 3, SWEEP ABS DWV 2, 3, CC*Allo ABS 15 7PIPE mofiw� W T PIPE ABS OW w le PEE AN DWV COMM t-4 gp� Y", , t-4 Y", , �v, t-4 t (0 CN On W11 m 0 - 0 mm 61 o- ml ISM-0 0 cl 0 0 01 T L- J T-41% j' 1881 % �j 7'-41 4-4- [491 10 r------------- - - - - -- I - - - - -- — - r — — — — — — - - — — — - --------- - - - - -- — — — — — — — — — — — — — — — — — — — — I -- -- — — — — — — — — — — — — - - -J L- - - - - -J — — — — — — — — — — -- — — - - - -- \ -- — — — — — — — — — — — '0 LJ LIFER GROUND REQUIRED BLOCKOUT FOR ELECTRICAL PANEL F -1 SLOPE TO SLOPE T ,, O DRAIN -314' `0 0 68Y4" 24" ' I 16„ 1 b„ I i 24„ 61 �3/ SIDE LIFTING POINT V ---------- ------ I ---------- (SHOWN FOR REF. ONLY) ------ ----------------- - - -4- V---------------------------------- - --------------------------- TOP LIFTING POINT (SHOWN FOR REF. ONLY) LIGHT BROOM FINISH 683 � ,, 24' 1 1 1, 16' TYP. ALL ROOM$* '*�-j 61 24" I -111119110140~ ;o "3 SLOPE TO SLOPETIO DRAIN -314' C) DRAIN -3/4' cl) V), LJ L J 16-7 [1971 24' 0 10 I - - - - - - - - - - - - - ;0 10 04 --------- I ------------------ L----------- - ------- rL 11C----------- - - - - -- - - - - - - 7 - - - - - - - Lill - - - - - - - L------------ - - - - -- -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - LI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j OPTIONAL SLOT ]VO 15-59/1 1853/1 VF CONNECTION PLATE J, J/j'STEEL PLATE 12 "x4" 0GAP -/j[ 6 Z i Ir 4- 33/j- 33/j- INTERIOR FRAME ANGLE y L&64/1' (HAS GAP) I" x 2" COUPLER NUT WELDED ALL AROUND ( j, PERIMETER FRAME ANGLE plal-, by -e not L6X6X5/jj'(NO GAP) d' 3"y ".nits esigi Or jj,jp;iadw,'1MA16e5- 4 2,-,.�Ilpcovial No. Wn CONNECTION HOLE IN ANGLE (SIZE TO ACCEPT IV BOLTS MODLINE PLATE TURNED DOWN COUPLER NUT) iFESS 90iFESS PLAN VIEW SECTION SLAB PLAN 69228 SIDE MOD. %Ov- CO NECTION DETAIL -1 IV%V C - F -'I— F/3 612-0 j 4 EXPIRES: COPYRIGHT 2010, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM e01, ",5. P^nq 041ding R?8VOOMS ... Retkor Approved for Co PROJECT NAME & LOCATION: SHEET TITLE: nst: a4?1ND4U5W1E5.lNC Job No: 17325 COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZE A PUBLI Ahl INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT RESTROOM Lowell Park SLAB PLAN File COPY: BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY DATE INDU5TRIE5. INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES,' REV# REVISION REV15I0N BY DATE i il ;5 1� Bakersfield, CA Drawn By: NJP 13YLM Ph. REV# I E —771 13Y 09 P.O. BOX 489 0 AUMSVILLE, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. 888-888-20'60 FaX Start Date: 6-12-10 8. 4 17 4 RECEIVED NOV 0 9 2010 CITY OF BAKERSFIELD BUILDING DEPARTMENT CITY C3 K NSF L ILDING DEPART N APPROVED BY DATE I'� THIS SET OF PLAN, SPECIFIC 0 ST BE T ON THE JOB AT AllTIMES AND ITIS JNLAWFULTOMAC. ANY CHANGES 0 A RATIONS ON SAME WITHOUT WRITTEN PERMIS- 5 ON FROM THE 0"Ar�TMENT OLBNUO'L 11 CITY OF BAKERSFIELD. THE STAMPING OF THIS 11 'ON; SL PLAN AND SPECIFICA' SHALL HELD TO PERMIT OR TO BE AN APPROVALOF THE VIOLATION OF ANY PROVISIONG OF CITY ORDINANCE OR STATE LAW. CLASS OF IVORK: New, Alteratio Addition, Demolish, Repair, Move TR_LOT_ USE ZONE A— R_� C_� M_ PCD, PUD, TYPE OF CONSTRUCTION: 1, 11, Ill, IV, V I Hr., H.T., N, F.R. FSpk OCCUPANCY GROUP., A�B_,E____,F___�H_, I M_ R_ S� U__1 BUILDING PERMIT NO DATE All coistruction must comply With ordinance requirements for curb, gutter, sidewalk and parking. X Al on 0 ean 41Dr- M CL (D 0) CL .0 • cp Yen an :;a 0 0 0 0 M M ®. CL tfi an CLQ 5* 1 —0. 0 ea"', 0006a 00 0 • 0 -0 ra a 0 (D 0 0 (D = U) on "age aNr WOM 010 13 004% 0 one 0 Amu iiP C) eama :3 an 0 0 U) ow" 00 0 CL 0 got C) rop 0 0 rd:l a; s ALE 7%E �4 ,g;;;;;;;�:bI-' C 0-(4. A64 C", 4 Of LS - ...... -ys6 0 CL oir ATTENTION ANY SIGNS SHOWN ON THESE CL -a — = 0 C C) PLANS ARE NOT APPROVED 0 0 (a 0 CL AND MAY NOT BE AU-OWED, :3 (D CL CO) ALL SIGNS REQUIRE M --k 0 0 SEPARATE SIGN PERMIT CA :3. (D :3 (D = Main (Bldg. Signs Not to Exceed Root Line) 0 P* r+. r% (D 0 (Structural Calculations Required for Pylon Signs) "°•• 'w *-• W V 0 • {Comprehensive Sign Plan May Apply) 0 0 0 0 ii• CL Development Fees Assembly Bill 3081 (CHAP 549, STATS, 1996) requires each IOCel agency provide the project applicant a statement in writing at the tirne ofimposition of fees or project approval of the amount of fees, description of dedications, reservations, or other exactions and a notification that the 90-day approval period in which the applicant may protest such fees has begun. This will serve to notify you that the 90-day approval period in Which you may protest any imposed fees, description of cations, reservations or other exactions will beoin to run frr:'nn `L'neail.proved date as indicated on the building permit which fees, description of dedications, reservations or 'Ill rar Pxactions. pa