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HomeMy WebLinkAbout10148149.pdfGENERALNOTES SHEETINDEX 1. RII construction shall comply in all respects with the City of SRNTR RNR, Ca. Planning, Zoning, and Building Regulations, 2001 Uniform Building Code, CS-1 COVER SHEET 2. California Building Code and all other applicable codes, regulations and governing authorities including RDR, California Title 24, Energy Conservation and Handicap Rccessibility. The Contractor shall notify the Rrchitect, Keller & Barre' Rssociates, NORTHU"ATE MARKET #11 REMODELING ES-1 EXISTING SITE PLAN (FOR REFERENCE ONLY) otherwise hereinafter known as KBR and hence where KBR is used "Rrchitect" is implied, immediately of any suspected or real errors, omissions or discrepancies in and/or actual field conditions. Rny questionable items shall be identified during the bidding that the Rrchitect may respond by Rddendum tothe NOTE: THIS IS SEPARATE PERMIT FOR FACADE WORK ONLY. SP-2 SITE DETAILS (FOR REFERENCE ONLY) A-1.1 F FACADE PLANS process so prior commencementof Construction. 3. It is the intent of the construction documents that a complete, first class job be performed, ready for occupancy. The Owner reserves the right to occupy the space A-1A EXISTING STORE FLOOR PLAN or a portion thereof without implying final acceptance thereof. Contractor to include (FOR REFERENCE ONLY) all costs, m lteriah:� anrl­­Ia�-np. to render the ob complete, operational and ARCHITECT: PROJECT ADRESS: 4 The Contractor shall be held responsib �Vl 7FO �Nl Sai anta Ana California only by written approval f KBR 1 R N E�,C A L I R A 9 W61 . by the Contract ted ituted. Where thp Contract A-3 EXTERIOR ELEVATIONS or equ" liability of provi and/or testing, etc o KBR's s action that t r change is equal han that o nally require KBR sh" e sole CONTACT: KLAUS BARRE' Mr. Oscar Gonz z -.dommosom.. of quality. 5their with other trade;-!ss and rk to en complianc with the drawl A-4.2 WALL SECTIONS location of all r mechanicall ectrical and plumbing equip 230 N. Harbor Cl. A9.0 ACCESSIBILITY DETAILS (FOR REFERENCE ONLY) 61 Contractor shall review all shop drawings prior to submittal to KBR. Shop drawingzi Santa Ana,Califo ia, 92703 will be returned without review unless Contractor has reviewed and stamped shop m Documents must oug chite� attenti in writ pr�il view. The hitect shall not be respo ble f wo t not et Co �r Itt iswt in conf ance with the Contract C umne L 71 ully R11 work shall be c f 'i ecuted hanics ill in e tra volved and tb S-1 STRUCTURAL FOUNDATION & FRAMING PLANS e m ions. 'S 1 manuf acturer's r men i CODE AND SITE DA -2 S STRUCTURAL NOTES 8. Each trade shall hav a c f ore in charge of t work th b at a BUILDING CODE: I times that work is 9 med. I T 9. The Contractor shall provide and properly maintain necessar empor, ies and CBC 2001 1( sanitary facilities as required. The Contractor shall be responsible with all Sub -contractors for the continuous FIRE AUTHORITY NOTES clean-up of e site oa all debr' 11 shal The Contract shall pr rly JWI work and promptly correct any improper vl e Co a f it or dela 11 0 The Contracto all b sponsible f conta ng obtainino ins�ect and Santa Pria Fire Department Notes rn w acac ac to all work. The C allow a quate e for inspections. No )) j TYPE OF CONSTRUC N: 1. Santa Ana Fire Department final inspection required. Please schedule all inspections 11. An automatic extinguishing system shall be provided to protect commercial type vi wa f i spec at least 72 hours in advance by calling 71 T equipment that produce grease laden vapors. A separate plan food heat processi� submittal is require forthe installation of the system and shall be in accordance 1 or 'ed The Contractor 11 be uired sunpruh; 11 C1 and patching or finished 2. Provide 2A 1 OBC minimum rated fire extinguishers to be located on each level within with the UFC; Article 10, NFPA 17A and 96. work already ii lied a all r ­1.7�71`Tf-­ W adyoining surfaces caused b 75 feet of travel distance from all areas. Travel distance is 30 feet in areas having f ammab e qu s. 1 changes, errors or other reasons. There shall be no exposed pipe, conduits, ducts, vents, unfinished materi in any alsT etc., OCCUPANCY TYPE: (TABLE 3-A) 12, Emer ? ency exit doors shall be operable from the inside without the use of a key or specia knowledge or effort. designated finished spaces unless noted to be exposed construction on the Plans and/or M 3 a e d n n e an a able and b be uids 'flammable a S re epd se r other h ar ous a I s h a a'0d a es a S; 1 The Contractor shall verif y and obtain KBR's approval of sizes of mechanical ALLOWABLE AREAS 8,000 SF x 300% FOR FIRE SPRINKLERS 24,OOOSF I y t ma er a bei ad sed n e. e a an u 13. Provide blue reflective pavement markers to denote all fire hydrant locations. equipment, bases, roof openings, duct sizes, fans, electrical switch ear� olumbina, fire TOTAL PERMITTED SINGLE STORY SF 30,468 SF 14. Provide fire sprinkler per NFPA Standard 13. 16. The Contractor shall be responsible for all fire rated spaces to be built as drawn to Contractor fire "loomi 4. Buildings not ap �1. roved for high piled stock (materials in closely packed piles or on pallets,or in rac s where the top of storage exceeds 12 feet in height, and 6 feet Group A high High 15. Fire sprinkler systems with 100 or more heads require 24 hour- supervision.This and all applicable codes and standards. shall provide & smoke dampers, for plastics and certain other --hazard commodities). piled stock by the Fire Authori to the being the includes water flow and tamper switches on all control valves, i.e. double backf low, access panels and other approved rated opening for ducts, flues, conduit, pipes and shall be approved ior materials stored on site. A separate plan submittal is requiredtroprrhigh piled storage in accordance with the PIV, floor control, isolation valves, etc. other equipment which passes through these fire rated spaces, and to provide rated Uniform Fire Code, Article 81. enclosures and separations where required. 16. Plans for the following systems shall be submitted (3 copies) to the Building 17. Provide galvanic insulation between dissimilar metals. Departm ant for Fire De artment approval prior to the installation: 18. RII work and materials shall conform to local, county, state and federal pollution 5All weather access roads shall be approved by the Santa Ana F.D.and shall be in Fire a a in or monitoring ssytem. control requiations. p,lace prior to any combustible materials being delivered to the site. Access roads 19. Rdequate shoring, bracing and guard rails shall be maintained at all times. shall be maintained clear of obstruction. 17. All fire sprinkler plans shall be approved by the Building Department. 20. RII wood contiguous to concrete or masonry shall be pressure treated. indicated t'�� I.P, a. Plan view showing all the buildings structural framing members and all points of hanger attachment. 21. 22. Fire treat all wood as required or as on the drawings and specifications. RII f loor to 6. Access gates shall be in compliance with the Uniform Fire Code, section 902 bA responsible engineer's wet ink stamp and signature approving locations. dimensions on plans are centerline of columns and walls or face of stud, L-ANNING'D IVIS1 and SAFD guidelines. A separateplan submittal and approval by SAFD is required. the system(s) support unless otherwise noted or detailed. Dimensions on large scale drawings and details shall take precedence over smaller scale drawings. Contractor shall be responsible 7. Plans of new or modifications to existing fire rotection, detection, alarm or be approved b�, the Are Authority to the installation. A f or all dimensions and shall verify dimensions in the field. Discrepecies should be brought to the KBR's attention during layout- prior to construction. MAS1'ER, I L monitoring system(s) shall prior separate plan submittal and approval by AFD is required prior to the commencement of any work. 18. A sign that reads" THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS with a minimum one (1) inch letters shall be provided adjacent to main 0 o n e exit doors. 23. 24. RII glazing adjacent to a door, walk or within 18" of finish floor shall be tempered. Unless otherwise noted on the drawings, factory primed items such as grilles, diffusers, metal trim, plates and accessories etc., shall be to match the 8. A letter of intended use may be required by the fire inspector. 19. Exit signs shall be in block letters, a minimum of 6" high with a stroke of not less than 3/4".Euminance on the face of the sign shall be 50 LUX. painted 25. 26. adjacent surfaces or as directed by KBR. Refer to drawings and specifications for finishes (color, materials, etc) shall identify miscellaneous items not on Finish Schedule to KBR for finish selection. Field for the layout the building 9. When the project involves the construction of a new structure or an addition to an existing structure, plans and documents for the department access, hydrant locations water availability and fire lane markings shall be submitted to and approved by the SAFD prior to the approval of architectural plans, An SAFD 20. Exit signs shall be electricaltr illuminated and energized from se arate circuits. Show on electrical plans. One o the above circuits Sh I be part of Me emergency lighting system. surveying construction and spacing and of and the site the the Contractor, be included in the PLANINEWN wth approved site plan shallbe submitted the architectural plans. are responsibility of and shall Scope of the Construction Contract. The Contractor shall be held responsible for the location of DjkTE,,. 21 . Exit signs shall be provided in accordance with current editions of C.B.C. and C.F.C. the building, walls, curbs, fences, drives, etc., as indicated on the Plans. Show locations on floor or reflected ceiling plans. 27. Contractor agrees to dispose of all construction materials by its own means and -RPF") agrees not to use Owner's (or any other tenant's or other Contractor's) trash 10. in structures of undetermined use, the minimum fire sprinkler design density required shall be ordinary hazard Group 2 with a design area of 3 00 square feet. containers. If Contractor brings its own trash bin, it will be located in an area designated by Owner and will be removed when full or immediately upon completion of construction, whichever occurs first. cv NNe, 281. Contractor agrees to coordinate all deliveries and parking requirements with Owner and agrees to comply with all of Owner's rules and regulations. 29. Upon completion of construction, Contractor agrees to deliver to the Owner a copy of the Rpproved Plans by the City. a copy of the Construction Permit, and a copy of "signed GRAPHIC AND MATERIAL SYMBOLS '3s, Brlfow, the Inspection Card off" by the City Inspectors. Contractor shall also deliver to the Owner, upon completion, all warranties, guarantees, manuals, etc., for all `LTR'� "'P"N" 11"'11,10N is 12 equipment installed and/or delivered to the project. 30. The Contractor will be solely responsible for all site surveying, incudin of the building. Should the Contractor choose to use the surveyor or civil engineer of record, he does so independent of the contract documents and no liability shall be assumed by KBR and/or the Owner. RII costs for site surveying shall be included in NOTE: REFERENCE REFERENCE NUMBER SURFACE CEn.ING MOUNT N FUEL GAS NORTH POINT TO 13E PLACED ON EACH WGI the Contractor' s bid. Contractor shall advise Rrchitect when building pad is staked, Contractor be for D DETAIL NUMBER WALL MOUNT FLOR PLAN, GENERALLY SUPPLY AIR GRILL shall responsible verifying required yard setbacks. DETAIL REFERENCE Q9- SHEET NLJM13ER UP TR STAIR DIRECTION 31. The Contractor shall be responsible for the coordination of all utilities to the building. The Contractor shall make all necessary applications and, when necessary, SECTION LETTER BUILDING SECTION HANGING 11" T RETURN AIR MILL FiT02] ROOM SPACE NUMBER W�4 . . .. . obtain the Owner's signature, in a timely manner, so no delays occur. The Contractor REFERENCE SHEET NUMBER DELUX OUTLET EQUIPMENT NUMBER ;:7 A shall include in his bid all necessary costs for complete utility systems. The Owner " DOOR REFERENCE DOOR NUMBER 32. shall pay all necessary governmental agency fees. Contractor to provide as built" site plan indicating actual utility locations. The subcontractor shall furnish all work, labor, tools, equipment, materials and WINDOW REFERENCE WINDOW LETTER RECESSED ROUND RECE55ED SQUARE NEW OR REQUIRED POINT ELEVATION =0= DELUX OUTLET (CONCEALED) EEE 368.0 EXISTING POINT ELEVATION 220V OUTLET M BLDG -2 33. 34. supervision f or its portion of the work. The subcontractor's fee shall include supervision of the subcontractor's employees. The Contractor is exclusively responsible for loss or expense resulting from injury INTERIOR WALL LETTER (KEY TO ELEVATION OR INTERIOR ELEVATION �qi ��SROOM FINISH SCHEDULE) D REFERENCE 51-EET NUMBER <R C FLOURESCENT EXISTING CONTOURS 1/2 HOT OUTLET ELEVATION NOTED ON HIGH SIDE ECLH GPADING 4tj, Q, -A, 1-1 35. on the project site. The Contractor assumes all risks in the of the work. REVISION REFERENCE A REVISION NUMBER (2) JUNCTION BOX NEW CONTOURS ELEVATION NOTED ON HIGH SIDE o 36. performance The Contractor shall thoroughly review the soils report and comply with all DETAIL NUMBER WEATHERPROOF OUTLET P T6-1 4"o-21 37. 38. recommendations and requirements of report. The Contractor is responsible for supervision, safety, administation and all phases of its contract, The Contractor is responsible for scheduling, coordination, WALL SECTION REFERENCE SHEET NUMBER SHEAR -FR- - - WALL NUMBER EXHAUST FAN (9 HEAT AND LIGHT TEST BORING @ FLOOR OUTLET LEVEL LINE SINGLE POLE SWITCH t 044::7� ce 11 Ubect To The Folio wing' & AND 39. management and administration of all subcontracts. The Contractor shall establish a safety for the site and FAN AND OR L ANGLE program shallcomply with U. S. Labor Dept. OSHR standards and comply The "Manual Rccident Prevention in Construction" CEILING HEIGHT DROP CEILING AS NOTED LIGHT 3 WRY SWITCH AT with of and all other safety and sanitary laws including those established during bidding by the Owner. SIZE SPACING ROOF FRAMING - - - - - - - > AND 'DIRECTION FLOOR FRRMING TELEPHONE JACK 4- WAY SWITCH 6- CENTERLINE 0 DIAMETER OR ROUND C L CANTILEVER # POUND OR NUMBER 40. The Contractor shall protect all persons near or on the site from WEATHERPROOF SWITCH unreasonable risks of injury and shall provide any warning signs, lights, barriers, railings and other safeguards which may be SIZE, SPACING TELEVISION JACK TV< (E) EXISTING '0 prudent or required by the Code or government officials. SECONDARY FRAMING AND DIRECTION THERMOSTAT KEYED SWITCH YES A 41, The Design Professional's inspections for compliance with the plans WOOD STUD WALL GYPSUM WALLBOARD 0 and specifications shall not be deemed supervision or control of 7, construction means or methods employed by the Contractor or any Subcontractor. COLUMN REFERENCE GRIDS rEN FE SMOKE DETECTOR DIMMER SWITCH MASONRY FINISHED WOOD 42. The Painting Sub -Contractor shall paint all exposed, unfinished CONCRETE r5:;Fl ROUGH WOOD (CONTINUOUS MEMBER) materials as per specifications and/or paint manufacturer's recommendations. Paint a minimum of two (2� coats (minimum HOSE BIBB HS PUSH BUTTON H2PB ZM INSULATION LOOSE OR BATT) FzZZ:::l ROUGH WOOD (NON -CONTINUOUS) ep three(3� coats for white) or as required to completely cover. DASH DOT LINE CENTER LINES, FLOOR LINES IN EARTH PLYWOOD - EXTERIOR ELEVATIONS, PRO-ECTED LINES HOSE 51M WITH 5ffJTOFF Fo--- -o� CHIMES SRIC / PLASTER / MORTAR TILE (CERAMIC) DASH AND DOUBLE� DOT LINE PROPERTY LINES, BOUNDARY LINES LOOS KEY ROCK FILL METAL LARGE SOP BREAK LINE TO BREAK OFF PARTS OF DRAWINGS (SHEET) METAL REVISIONS CONSULTANT ARCHITECT REGISTRATION ENEWAL DATE: PROJECT SHEET TITLE COVER SHEET 50 — 31, WOE WHITE FAINTED 15ORDeR DISABLED SYMBOL SCALE: 1 i" = 1#_0E" R ca Ra M. �4 0� A . Qd NOTE : 1. SYM5�(C�FL AI�T W1GiRUA t WP1 7�^iE (TWO C0,4T6) 2, 6ACK RC UNP FAINTED BLUE, EWAL TO WLC7R 150W IN FED. 6TD, 5%14 3. 5YME0L ME148uREs DARE INHERE DOU%rz FACE SIC* XCURS, USE GAILY, SOLTS I& 4 COFNERS SSE I:3ACKGROLIND E0AL TC COLOR NO. FI MO IN M)ERAL STANDARD 5S52. 6 " soL 4 MN. 311 14IGH LETTER $ TO M 14IG4AY WHITE it F�LORAIN) UV 5 APtl) TEXITUM OR 5Ca. 500y TO ! NI$MT. AUI: 'VAN A=5051. V' SrAAW AA6 REZIEeED im�R 8IT5 PAN- UNI$TKTT IN CONC. SLEEVED 4 k3t MD OPTI04AL V' DIA. STEEL iPrE FILLED W/ CONC. PANT 2 COAT$ HIGHWAY YELLOW IF POLE NOT PROTECTED — AC PAYING / C04C WALK SCALE:DISABLED PARKING SIGN OR END LINE VERIFY WITI-I C:IT r $ 7 f^•41 D ARQS (16" NO CITr 6T,4NIDAF 4° WIDE 6TRIPING °'I-IIC�sI- 9&1% 0 STD PARKING DETA 11 PUBLIC ALLEY X­T� �_ �� �_ ��= � �­_ �A=—_ � �_ ��_ � =.%�F �_ ��_ � �­;F­ __ - _�_ � =-g—= � ��= __R__ ��_ � { ( 1 i 1 [�� E------------ i 41f,_6,i i s0' 11 U 1 U. T _ W CL On -- ----- VN i O L} ! �1 W a i = I 1 F 98" 811 i Q ((,, � 1 1 I 1 i I i 1 I I i t i i 70' 11 7 1 C 1 i 1 1 I 1 { 1 1 I I N 7 1 i F I r o DI�DC�d r�DD f I I (D Co 1 1 I i 7 7 I (�o (10 I i 1 1 1 i I 1 1 I i i i i 7 I i i 1 r I I I I 1� { VAN 1 I ( N ' Nt co d' i F 0 0 { i { i _ � 1 40'-4" 18 20 i 95' 'i rn 0 1 o 1 I i I i ; I I i it I 1 ..._fie i I 8'-6" x 18 PKG STALLS 29 6, L mmn 61 $. TYPICAL ( ( 0 / VAN VAN i I no PAVING TYP MARIKET ENTRY { `5 � I � 1 I1 I (E) TRASH ENCLOSURE 7 I { N 7 r 7 If 7 � 3? ] i al a] Ell Ell® � r I 1 1 1 p CHEV N STATIO 1 i I NO PART ; 1 71 82 IF 15 .- iai pf—----------------------' -- - _ I 1 ' 7 NO"11'52"W 1 a i PROP. RAISED MEDI { — — — — — — — � 1 087Eg L 9 7 [ NFE7 I I L SCALE., 1 " = 40 ' 110 O f Fzt.L2-E AI�3DP 5S iIwNANT NAME AREA L34G' W n;tA_DP9N 4CiA A s Q40 KO c..cQi! F -a17�iF 2-A QM 6 IR(6TOL 61 ML I M,a s RZOTWRANT yt$t r.._.�-_ �0 sp 2-13 1110 6 £PISTOL 6T PRO PARTS ALIT : eUFF »Y AVTO PAWS Z 7 SF 1112 6. 5RIOTOL $T LA PI.A7, A 4AR cFN R n - BE4jty p —" wo 8F " A!4 8 >3i 8104 St E rl; IP}IMATRONAL t 4'AIL STOM� 1116 6, E IRSTOL METV TRAVEL 6EWCE TRAVEL AC EW wo $F _$!T 111$ $ 660T6L 8T. S E C44AVEZ !NAIL STORE 120 8F 2-C, 1120 S, M$TOL $T, TAP VA w tt4F 3'T Wwcuw vom 2?v= OF i 112$ a IR3R1mT iT F mii FU r. teeTAIL C.vt+ W3 60 SP ^ W 5i6i. 1 EAT iKil 3 t.AWIMOA PEAT MAFM ww SF _ST fi32 8, SR S?C!L 5T. FAI"W 2N2 SF 1132-VI SRRSTOL $T ORSTOL CON LANDW 1,A11,•1 SCUT R AQ 6 ` 104M$iG9. $T M. MiRAVOR RETAIL STOW low 5F 9-A M $. MOTOL $T. amy I'A&m tt FeTAIL C fiTWWs $1%0 SF M-R $_ BRIOTOL LANOLM STORAGE MR542E wo OF „ w 5. 8RiSTOL St R MW* PA64a,0 _ - l T4RL G fsli #lid - 5 1142 6, MSTOL J5T, RITMO LATIt4Cl, IW_ kETAIL M.Sr. ST AE 3's" 6F n 1146 8. %VOL $t CAWATION ICE MAM JM CKAM NFLOR IPX OF 9-A 2,nd 94o S. mstoj.. st: 5'RE_A_ ALIeA#h XK44CE C�iCE 81S sp 114Ct E i' 18TOL 6T _ 81'E 6 iN 45TRACQm oytz _. _ 8R5 61 1 440 Ei Re16TM SL SM C CALF WR AA1'f0 M f FRM two 3F d RAC? S. SRISTOL ST, SM V TCMASA C. CAMIRS RS O F10E 65 S� _ a - Mo & OMSTOL 5T. -1#4c7 5m f E-Z p4a 0144C E in OF u-- SIS7C?1 ST. STEP EZ R"A OFPRC.E 123 $F R40 5, ?ER ML 61 $1'E 0 VAUM CFPRCE 620 — 1t40 S. 5ReTCL 6T _ VLAOM REAPT- aRce f 40 S. VROTOL ST, STE I VACANT LM iC wo OF n 114{) 6. 5WCL ST. $TE ,R LAWR RMPT Cf CE 820 &F MO $. M6TOL ST, I 6TE 6 TOMMA CAi.1M 3 -6-M I OP RCE 1 400 9F 51TE ARF-A PARCEL 2 4A5 AC 1951145 5F 51TE AREA PARCEL 1,06 AC 46,113 51W TOTAL 51TE AREA 5.54 AG 241,322 F BLDG AREA 2 -A 3,400 6F 15LDG AREA 2 -B 5,880 SF 5LDG AREAS 2-C 23,000 F 15LDrg AREA 2-D 18,161 S 1= IaLDG A7f;�EA 2-E 50 rv'F IBLDG AREA `j-AI 20,411 6� TOTAL 5UILDINCi AREA 11,522 TFARKNG REQUIRED RETAIL AREA 56,215 5E x 1/200 = 261 RE5TAU ANT AREA 4,400 5E x 11/100 = 44 LANDROMAT AREA 1,500 5F x I11(ol = ,J OFFICE AREA %161 F x 1/333 = 21,5 TOTAL F'ARKNG BEMIRED 363 SPACES TOTAL PARKING PROVIDED SPACES I DISA18LED SPACES PROVIDED A5 REQUIRED 5Y ADA SITE SUMN iFa V6 fi7¢Xk e gt CU �3T i v't yui ui W , - }z# `f' 2w LN ?^n 2:oA L,tA:,tA - qo Ty i6 SJC ter CD q rr V aslslr ^ YtY a a O ✓ln NY &US £C a A197 d /LWL� 4v^_ V J OxF .tl ST Ea1Fat W AS. �. N7k FcE ✓.. V AY n .,. -,�u ':a. .7 4t! SH r AY ,ar:ru cc iiir'".t G1 'rE"aE AY /fit AFI Wi ; Jfk 1 � sn I, RS „ AY U) H,M1 AV IGER V24 � , 25flc • x. .� � AY � 7` � � .��--. -., �' a m °r1. Fs .. _ ._ �R y 5*a111Fa cc 7M F 2d5a INi ' u s STA11p M IT �,..r .c"itr st �,. r7t7H5 fr.XRL SY JIM EEEY} IF .R + " Si g F LCCi L 5t Ni` ti .'TA414 J '.S 79T AN P6 v.;t>Cti ate"'' >T ['� Steil#T AkOR rm^i ... ..�.. irALGfY �L+,� cAairwr � � ,?S �_,,.�! ctma � ri ti '✓�.'� ":_.,.. F � � PC �.�- ''SR�`ftT � ds...._. ti sFwtbtr $ " PL " ~ �xCE w Pt o y m " sat ut c lsdn - cE N SdINT NINE P[ • Rifil t > : , t ...� � � �nI `�"�' `'_' O R w.i � A Wit RST w ati = r • s V w ° ;(�ry���}}1�� 1 "* {_�P CV N iflilFll�tY• �Y S� J_%m se 3391 — 541 jI t 101n IN 2C! T � L _� S:MEN ,agR rr M n 13 0 CL. REVISIONS 5 418/05 PLAN CHECK CONSULTANT ARCHITECT < to ,C)t) • u r) cn 0 `c (o _ X N C� tL U U- tLS E N co � n CL p N C3 `- V 4 - N ocz �. 0) 5G Q ,- = a) d-) E MINIMUM y PROJECT NORTHGATE MARKETS BRISTOL STORE#11 REMODELING 1120 S. BRISTOL SANTA ANA, CALIF FACADE REMODEL ONL ISHEET TITLE EXISTING SITE PLAN ES-1 4'-0' MIN, OBSTRUCTION (E) SIDEWALK REQUIRED HANDICAP PARKING "PUBLIC" — CURB CUT AND y Z \ 12" WIDE STRIP OF GROOVES PARKING SPACES SPACES REQUIRED RAMP ,`Y 1/4" GROOVES, 3!4" O.C. LU X¢ A i:.t2� I 25 1 O A n ;r�Zai � 26 - 50 2 o T H.C. SIGN Twi T 5� 75 ^ n A \'.:r�ra��•�i`��, �v>. h \ w Zi \`T\ w• w \ 1\ >T:hw`\.`w V\`.\,ww`\�? ;.ifi it 76 100 gcc A \t •'\h,Y ,�4Nti? Y`^�J•w\iC `1y`ti zwa? # "1\i\iz;���r`\3\is�`,•,�xw�• f — 151 200 6 A A v A � \• >\ \t\Y\t*�N� \` \\\�w� \\.� � \iw ti h �w �`1i 201 300 7 n A � . ±�`` w h � w �\`.\�f \•hr\ , r\ww\� \r h \w. r�iw `\w ` `wi h�::'wY`\i\ 'f. \t h\`.' \ — 301 400 8 `—_- n A n '.; :.:. `,�.:>..~\;"�,,; �;: • . \ Wh r\Y. `err i \ fix :lh Ya�Tic w`\ \: h . `\ 11 YY {: > . 401 500 9 CONC. CURB 4 �ii'`\: T` \<�� : it i ti"`?i`^• \, tih.ytiti ; c A A z? T\ h� r r _ 501 1000 21 OF TOTAL 12 4° STRIPING PER A A RAMP, 1:12 SLOPE MAX.; :�`>` i `w\,.`� "ti.,":�*yz\;�^;��:��;`' 1001 AND UP 20 PLUS 1 FOR 1 PLAN W/ 2% CROSS SLOPE MAX , V�r \� , EACH 100 OVER A \i ,��� PROVIDE BROOM FINISH,` A n NON -SLIP SURFACE v,,.t\k�.';` ALIGN W/ (E) SIDEWALK .. �• 1000 "MULTI WHEEL 4" BLUE DIA. REQUIRED HANDICAP PARKING FAMILY" STOOP STRIPING � � A A `K+ 2% OF DWELLING UNITS SLOPE NOT TO EXCEED A A A A 9'-0" 5'-0' 9'-0" 2% 1/4"/FT IN EACH A A 5% OF GUEST PARKING DIRECTION TYPICAL (MIN.) (MI (MIN.) EQ. 3'-0" EQ. EQ. T-0" EQ. (E} CURB NOTE AN) SCORE LINES MIN. 60" ONE IN EIGHT ACCESSIBLE SPACES INT'L SYMBOL OF 4'-0' MIN. O.C. NOTE: BUT NOT LESS THAN ONE SPACE � ACCESSIBILITY 1. IF THE SIDEWALK AT THE TOP OF THE RAMP IS LESS THAN 48" WIDE THEN THE SLOPE OF THE SHALL HAVE AN ACCESS AISLE MAX. SLOPE, 5%OR PROVIDE RAMP FANNED OR FLARED SIDE MAY NOT EXCEED 1.12 (8.33%). 2. TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP OF 96 INCHES WIDE, MINIMUM MAX. CROSS SLOPE - WHEN SLOPE IS BETWEEN 5.0% AND 6,67%. AND SHALL BE DESIGNATED VAN 'o 1/4'/FT. 3 BUILT-UP RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING/UNLOADING ZONES, PARKING SPACES ACCESSIBLE. co a OR VEHICULAR TRAFFIC LANES. SIDEWALK (UP TO 5% SLOPE-1:20) SCALE: 112" = T-O" 16 CURB RAMP SCALE: 1/2" = T-0" 13 TYP. ACCESSIBLE PARKING REQUIREMENTS NO SCALE � TYPICAL ACCESSIBLE PARKING STALL SCALE: 1/4" T-0" � RAMP, 1:12 SLOPE, MAX. 1:12 FLARED SIDES, TYP. VAN ACCESSIBLE-- � H.C. SIGN W/ 2% CROSS SLOPE MAX. PAINT EDGE OF SIGN a CONIC. CURB YELLO 12" WIDE STRIP OF GROOVE 2 1/4" GROOVES, 3!4" O.C. �~•° 0004-7— x w 12" WIDE GROOVED BORDER W/ APROX. a :20 SLOPE LOPE 1:20 o 4 �I" "D• MAX. MAX. w ; I M?yY,' 1!4 X 3/4"W. O.C. . T.\, Wit: PER TITLE 24 o q Twr� ��;;>�; � �,.;;`���r•,;�r�+wTv,Y • . ` �n`S �\: rho n v\c ti �`\\ �T\•\,i "\ : \: wy\ T\mow`\� . `e •,. NOTE: ACCESS GODS v a Y ; •:'. 1 �T\�., " i „ r .,, ,Y• >;� ,•,', CROSS SLOPES TO SEC. NO. 1127B.5.7 a a o o O L o P 4 a 0 U � 4 C �,\tivhaT:, :\ter :: > :r\,..< u l ti h� •, Z. ` '! a;s .r ', aTt; �\ \Y �\ a:'\,• t\ i y�r.r�v`,�,•d:\\Y``•4" \L."Y'` iM `�4\i\�". v tt a ; z s ..� :�� \emu �w � �� •. BE 2% MAX. CONIC. WALK PER PLAN 'Awi ^ v y A: h " g"gw \ \ 4t •`; CONG.GURB A � `M SY:�\`i:�\Y.Y,:� T'i.��\ :�� `w\��w`: T\��T•"1w\.`r\ �\. \\. w t \� Z t \ �\xT^r O Z `� 4" STRIPING PER `� \ \ \ \ }\\ `\i \\y�-yx1 \i�v\vjr 3 ��:�` � 1:10 1:i0 d MAX.) 1-2 3 PLAN h �\ (MAX a C\j 1 . In `i�`_ _1T3 Y ry v;Z GONG. WHEEL STOP 4" BLUE DIA. STRIPING PAINT EDGE OF 6" VERTICAL Qg RAMPED WALK CONIC. CURB - �¢� YELLOW SLOPING CURB ' 5'-0" 9'-0" SLOPE NOT TO EXCEED 2% 1/4"/FT IN EACH v ° STRIPING PE DIRECTION TYPICAL (MIN,} (MIN (MIN.) r`s d PLAN 5'-0' (MIN.) CURB CUT EQ. 3'-0' EQ. EQ. 3'-0' EQ. a a PER PLAN INT'L SYMBOL OF o ACCESSIBILITY Q 0 /J 0 0 NOTE: 1. IF THE SIDEWALK AT THE TOP OF THE RAMP IS LESS THAN 48" WIDE THEN THE SLOPE OF THE FANNED OR FLARED SIDE MAY NOT EXCEED 1:12 (8.33%). 2. TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP "' WHEN SLOPE IS BETWEEN 5.0% AND 6.67%. 41 LEVEL CHANGES / ACCESSIBLE PATH NO SCALE 17 CURB CUT RAMP SCALE: 1/2' = T-0° 14 DISABLED ACCESS RAMP - CURB CUT SCALE: 1/4" = 1'-0" 10 TYPICAL ACCESSIBLE PARKING STALL SCALE: 1/4" = T-0" 2 3'-0- 15` STEEL LIGHT POLE NOTE: BASE PLATE, ANCHOR BOLTS, —` AND TEMPLATES FURNISHED BY OWNER, INSTALLED BY G.C. I GALV. STEEL POST BASE PLATE SAWCUT IN CURREN FILL JOINT WITH POUR SEALANT 17" MIN 1/2" R TYP. NOTES: BLUE BACKGROUND 3" x 5" HAND HOLE +, SIGN SHALL BE REFLECTORIZED SIGN ° WITH THE INTERNATIONAL SYMBOL _ _ i CURRENT SLAB POU 4 PREVIOUS SLAB POUR BLUE OF AGCESSIBILITY. SEGN IS TO BE GROUND LUG OPP. � MIN, OF 70 SO. INCHES WITH SEALED WHITE SYMBOL HAND HOLE I 10" DIA. WHITE TEXTURE. zo BASE COVER f (VERIFY) SEE SHT. SITE PLAN FOR LOCATION. LIGHT POLE BASE PLATE �r, REFLECTORIZED SIGN G ' RESERVED CONSTRUCTED OF S GALV. STIL. POST LOCKNUT AND _ c D 4 Q D a FOR PORCELAIN STEEL SQ. x 2'DEEP. CONCRETE FOOTING. WASHER 0 ,d n HANDICAPPED WITH BEADED TEXT DRY PACK `'' a p Q © �' C) flR EQUAL SIGN TO BE CENTERED AT THE BASE PLATE ( (1" MIN.) BY o a d DISPLAY CONDITIONS o INTERIOR END OF PARKING SPACE. G C a I`n o a 11 V co LEVELING NUT L9 °' 1" RAD. p o ° ° ° ° DESIGNATE FOR "VAN ACCESSIBLE" ACCESSIBLE HANDICAP ACCESS WHERE APPROPRIATE NOTE: SYMBOL OF ACCESSIBILITY ON AND WASHER PAVEMENT OF PARKING STALL, I Q ° PARKING SIGN AND VERIFY DESIGN WITH LOCAL PROVIDE �..� o P KEYWAY z o POST AUTHORITY. N MC?3,#3 TIES — I ° ° 0 WITHIN —_ m d 4 ° ° THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED ON: - PARKING SPACES DESIGNATED AS RESERVED FOR INDIVIDUALS WITH DISABILITIES; �2 ° LU LL o ° TOP 5" 4 w o EMBLEM MUST BE LOCATED IN /v`• o Lj f ° 11 0 - ACCESSIBLE PASSENGER LOADING ZONES; 000 o STALL SO THAT IT IS VISIBLE © 4 z Z o U `� a Q - ACCESSIBLE ENTRANCES (INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNAGE d ° BY A TRAFFIC ENFORCEMENT 5 — - 314" ELEC. CO a ° o - o TO INDICATE THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE); OFFICER WHEN A VEHICLE IS ¢ a cop ZD CONDUIT, SEE PROPERLY PARKED IN THE SPACE d e :E SHT. ES-1 - ACCESSIBLE TOILET AND BATHING FACILITIES; ENTRANCE TO o q M STA L RECOMENDED) ¢ Cl)w M �r c0 N -4-1"DIA. CONC. CONSTRUCTION JOINT 115 INTERNATIONAL SYMBOL OF ACCESSIBILITY NO SCALE 11 VAN ACCESSIBLE PARKING SPACE SIGNAGE NO SCALE 7 INTERNATIONAL SYMBOL OF ACCESSIBILITY NO SCALE 3 "-` (A307) x 36" 1/8" RADIUS IF JOINT LONG W/STD. HOOK IS TROWELED 17" MIN. 17' MIN. 1!2" R. TYP. NOTES: e. 1/2" R. TYP. NOTES: F.G. OR PING SEALANT 6" CONIC CURB SIGN SHALL BE REFLECTORIZED SIGN Q SIGN SHALL BE REFLECTORIZED SIGN UNAUTHORIZED VEHICLES WITH THE INTERNATIONAL SYMBOL WITH THE INTERNATIONAL SYMBOL 24" DIA. ROUND •- — — — — -� CONCRETE PAVING ASPHALT OVER BASE COURSE SIDEWALK TYPICAL SEE PLAN PARKED IN DESIGNATED OF ACCESSIBILITY. SIGN IS TO BE ACGESSIBPLAYIN ES LETTERING ON NOTDSIPLAYING SIGN MUST BE MIN, OF 70 SQ. INCHES WITH SEALED BLUE OF ACCESSIBILITY. SIGN IS TO BE MIN. OF 70 SQ. INCHES WITH SEALED LONG. BASE DISTINGUISHING PLACARD TEXTURE. MINIMUM TEXTURE. PROVIDED BY G.C.q O a q 4 PLANTER W/ OR LICENSE PLATES A T 1" IN HEIGHT WHITE MIN. fC=2500 PSI Z ua z w � Q p v _.._... w e t1 D - a— 1l�" THICK, 1/2" MAX. .................... c\, �, -AMENDED SOIL - - - - I ISSUED POR PERsoNs WITH DISABILITIES SEE SHT Al .2, SITE PLAN FOR LOCATION. MAYBE TOWED AWAY AT x SEE SHT. SITE PLAN FOR LOCATION. REFLECTORIZED SIGN < Crm ¢ e ;a Z d OWNER'S EXPENSE. SET 1 3/4" SO. GALV. STL. POST INTO ` RESERVED CONSTRUCTED OF SET i 3/4" SQ. GALV. STL. POST INTO w {�, w (D A Z io p / TOWEDVEHICLESMAYBE RECLAIMED AT APPROPRIATE I'SO. x 2' DEEP CONCRETE FOOTING. FOR PORCELAIN STEEL 1' SQ. x 2' DEEP CONCRETE FOOTING. 3" GLR. z ch m c0 ti D3 `% a Q t / / {Address) INFORMATION MUST OR BY TELEPHONING BE INCLUDED ON HANDICAPPED WITH BEADED TEXT R E UAL SIGN TO BE CENTERED AT THE O o (Telephone Numberj SIGN (MINIMUM OF INTERIOR END OF PARKING SPACE. 6 5l m © \ w o w a ° DESIGNATE FOR "VAN ACCESSIBLE" CLR. o POLYETHYLENE FOAM ROD a 1. - 4 - #4(v) Q WHERE APPROPRIATE < \ ccd HANDICAP AGGESS ° HANDICAP ACCESS ° PARKING SIGN AND s o PARKING SIGN AND O Z q POST Z o POST ISOLATION JOINT MATERIAL SECTION'A-A' WHERE INDICATED w ° w a w ° w ° _. O ° LIGHT POLE FOOTING AND BASE 1 1/2 = 1 -0 3 -4 1311 ' 6' LIGHT POLE FOUNDATION 18 CONIC. ISOLATION JOINT NO SCALE 1 �j CONCRETE CURB NO SCALE 1 PARKING LOT SIG GE N c LE A ES LE AC IGNAGE NO SCALE 4. LU LLI LU CC U) 0 Ez .I d• tV 0' O O N 0 } IZ 0 REVISIONS 1 2/28/05 PLANCHECK CONSULTANT ARCHITECT (n C: U 4 ' Q) ( f} J_ tto� Vj VJ Q 75 < E Uj a) Cz " y o-U U- > coCU -i 'CZ Cti (t5 CV CO CV c- U_ %a- 0 CMoo C3 1 t~~S U)U N N " t' O Q? _ i T O F_ticNv— Cz (D Gib .� i-- > Q CS} o) d7 _6 d' d''t O .3� PROJECT NORTHGRTE MRRKETS BRISTOL STOKE #11 REMODELING 1120 S. BRISTOL SRNTR RNR, CRLIF SHEET TITLE FOR DETAILS REFERENCE ONLY REVISIONS p PLN CHK 3/9/05 FIELD REV. 6/23/0 CONSULTANT ARCHITECT CJ'3 <C . U) 0 V) �i- �- .� 0) E ti u- m s- N MM 8 � ALL � E d N CVO i V � to CV CV IOU os N •�. -..} eC U 00 .G 0) 0) 0) E PROJECT , 4 i SHEET TITLE PARTIAL FACADE, PARTIAL ROOF PLAN; SCALE DRAWN BY CHECKED IN 2/4/04 SHEET NUMBER A1-1F REVISIONS CONSULTANT ARCHITECT REGISTRATION lh� PROJECT NORTHGATE MARKETS BRISTOL STORE #11 REMODELING 1120 S. BRISTOL SANTA ANA, CALIF SHEET TITLE I FLOOR PLAN SCALE 1/8" = V-0" LION DRAWN BY > DG rr' w W CHECKED rr KB JOB NUMBER r (D rr 21009 < DATE T— C) 0 c\j 10/08/02 CO SHEET NUMBER C) 0 k-.p Keller ASSOCIATES 1 ..Barre 1 Plnchk 2/28/03 3 CITY CHG 3/10/04 4 CART WL 12/3/04 5 ROOF BRACE3/9/0 ( uj .O Q U) U) 0) cz w fV N C 00 6 � r i �.�rna� z Q RRE' O.C9474 RENEWAL DATE: : �•� JUNE 30 2005 �t CRC PROJECT Proposed Remodeling Northgate Supermarket #11 Bristol Street Santa Ana, Calif SHEET TITLE ELEVATIONS SCALE 1 /4"=V-0" DRAWN BY CHECKED JOB NUBER 21004 DATE MAR 5,2001 SHEET NUMBER A-3 REVISIONS CONSULTANT ARCHITECT cU _ tU C) J 75 Q 'E w — tU c� CL CU s�'a m cz E N co N 2- CVOO {? � N C\J 4 coU f?1'-N Cz > O) M M -0 b- �t -t a M..2 REGISTRATION BARRE' R G. NO. C9474 RENEWAL DATE: DUNE 30, 2005 '9T Op CA4r , PROJECT NORTHGATE MARKETS BRISTOL STORE #11 REMODELING 1120 S. BRISTOL SANTA ANA, CALIF SHEET TITLE WALL SECTIONS SCALE rAIW WALL OR 30" PARTITION 1 /2" 1 1 /2 " D IA. MIRROR � 42" WAINSCOT to 21©„ 31_011 24" $„ FLUSH CONTROL ON WIDE C L MIN. MAX. 18" ap ❑p SIDE MIN. z F= x - O d' d ¢ 4 x O - Nt - - d' - co to C7 ty3 c 00 O cl d m J - r� Ch __ O ;t ¢ N Z_ CO � C� 0') C+7 tY? - � C0 � (Y) � co IL $ REQUIRED CLEAR —SEE PLUMBIN FOR FIXTURE TYPEN AREA A LAVATORY B MIRROR SANITARY PAPER E TOILET SEAT URINAL G GRAB BAR N TOILET- SIDE TOILET �„ COUNTER K CUP NAPKIN TOWEL COVER DISP. DISPENSER DISPENSER DISPENSER MISCELLANEOUS ACCESSIBILITY CLEARANCES 1 CEILING 3'-4" SPEAKER SIGNAGE OR OTHER OBSTRUCTION EXIT SIGN WHEN REQ'D r - - , WHERE REQUIRED MARLlTE PANELS SEAT COVER/s"wArERRESIsrANT GYP. BD. TYP. r - - - � SIGNAGE SEE PLAN I I DISPENSER 3011 36"W S.C. DOOR GRAB BAR ROLL PAPER HOLDER FLus"CONTROL _ o STROBE L _ _ _ _ 250# CAPACITY WITHOUT STOP WHEN REQ'D MAXIMUM PROJECTION w 4" FROM WALL, TYP. 18" 24° a - p p W _ r - _ , T �, DOOR FRAME PAINT TO MATCH 36 _ < "t U _ _ _ , `` �' WALL U.N.O. MANUAL rr Ir CD 4 �2� k 2 1s . i __ o FIRE PULL STATION O O v o w SWITCH B" OR CONTROL o «' IMA N ce)© SECTION PLAN 00 WHEN REQ'D a z x 07 d r - '�" o uj APPROVED LEVER HDWRE - 1� ,- COMPLY W/ CALIFORNIA PLUMBING CODE �W—w z - �00 C\J '� SEE Doan SCHEDULE T T- c� z p OUTLETS Q'—" > r---n �'- .{� t 0 NOTE: COMPLY WITH CBC 1998 AND AMERICANS W/ DISABILITIES ACT EXIT SIGN L 4" TOPSET BASE COMPLY W/ CA. PLUMBING CODE (CPC), CHAPTER 15. WHEN REQ'D UNLESS NOTED OTHERWISE ACCESSIBLE TOILET 115 ACCESSIBLE URINAL 112 MISCELLANEOUS ELEVATION CLEARANCES 6 114" THICK 114" THICK CONTRASTING COLOR ' 0z QZ 1 1 /2" S STL GRAB :. A35, EA SIDE Imo, I✓ w _ _ _ f _ BAR W/CONCEALED ANCHORAGE Z) 2X BLOCKING FF (-- 00 N H I . AS REQUIRED, 1 1 /2" FLAT j HEAD SCREW _ Q w CLERK/LE L I i — i GYP BOARD H m m u 114 " THICK i I CONTRA S TING COL OR STUD BEYOND L 4-8" J 60„ i_ i T y 1 1 /2" MINIMUM MINIMUM I NOTE- COMPLY !Nf CHAPT. 11, CBC & ADA NOTE: i B.5 if i i GRAB BAR1161DOOR CLEARANCES1131UNIVERSAL SYM OL 1jpISABLkD ACC , S SI NAGE 7 0 W CO C0 0 rs J Q REVISIONS 1 PLANCHCK 2/28/03 2 PLANCHECK 2/5/2004 3 PLANCHECK 2/16/05 4 PLAN CHK 3/9/05 5 PLAN CHK 4/8/05 CONSULTANT ARCHITECT Q w ,C7) .0 o O V� � .^. g_ E u ro oQ �a-©rn® .'5 .05 cv co 0 V_2 4- FsCvcv w coo Lo U) V 00 0) 0) '"- .S tl- > d� 5G Q T- .!= a7 d- a7 E REGISTRATION PROJECT NORTHGATE MARKETS STORE #11 REMODELING 1120 S. BRISTOL SANTA ANA, CALIF. (FACADE ONLY) SHEET TITLE A - FOR REFERENC ONLY r C) Q C\1 t.f Q Q r T d' T /I .s� zs m Q tU Q 0 4- U) .sZ i r T ! CTi Q Q r CV CS (D U) "i i Cz r CA CU 4--I `a Cz r� REVISIONS 4 3/9/05 PLN CHK ' 5 4/11/0 PLN CHK CONSULTANT ARCHITECT d D ,LM .0 Q O �C T 5 x N a. U u- E m 0- 0 C\l:) 2 C V C� C\l N tz s.. ��n�� U i Z"- 4,-_�� E REGISTRA TION PROJECT NORTHCATE#11 1120 S. BRISTOL SANTA ANA , CALIF FACADE REMODEL ONLY SHEET TITLE ACADE STRUCTURE STRUCTURAL DETAILS SCALE DRAWN BY CHECKED JOB NUMBER 21009 DA TE 21009 SHEET NUMBER ECIF CATI NS & GENERAL COAST UC I N NOT S GENERAL REQUIREMENTS: 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF BOTH LOCAL AND UNIFORM BUILDING CODE (U.B.C.) STANDARDS, 2. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE AND REPORT ANY ERRORS, OMISSIONS, OR POSSIBLE DISCREPANCIES TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. SPECIAL CARE SHALL BE GIVEN SITE AND BUILDING LAYOUT THEREON. 3. TYPICAL DETAILS AND NOTES SHALL APPLY UNLESS SHOWN OTHERWISE ON THE PLANS. 4. WHERE "CONTINUOUS INSPECTION" IS REQUIRED ON THE PLANS, A REGISTERED DEPUTY INSPECTOR, APPROVED BY, AND RESPONSIBLE TO, THE ENGINEER AND BUILDING DEPARTMENT, SHALL BE EMPLOYED BY THE OWNER. CONTINUOUS INSPECTION IS REQUIRED FOR: A. PLACING OF ALL CONCRETE WITH AN f'c IW EXCESS OF 2000 PSI. B. ALL FIELD WELDING, OR WELDING PERFORMED IN AN UNLICENSED FABRICATING SHOP. C. ALL CERTIFIED COMPACTED FILL. e D. SUCH OTHER ITEMS AS MAY BE REQUIRED ON PLANS. 5. THE CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE BRACES AND CONNECTIONS TO SUPPORT THE COMPONENT PARTS OF THE STRUCTURE UNTIL THE STRUCTURE ITSELF (INCLUDING THE FLOOR AND ROOF DIAPHRAGMS) IS COMPLETE ENOUGH TO ADEQUATELY SUPPORT ITSELF. 6. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS SUCH STANDARDS SHALL BE THE LATEST EDITION, AND/OR ADDENDUM. 7. AS A CONVENIENCE TO THE CONTRACTOR, ENGINEER SHALL REVIEW REQUIRED SHOP DRAWINGS AS TO THEIR GENERAL CONFORMANCE TO THE DESIGN CONCEPT. CONTRACTOR SHALL BE RESPONSIBLE, NONETHELESS, FOR COMPLIANCE AND DIMENSIONS AND SHALL SUBMIT SHOP DRAWINGS, IF APPLICABLE, FOR THE FOLLOWING: (REBAR PLACING DRAWINGS NOT REQUIRED). A. GLULAM BEAMS AND PANELIZED ROOF FRAMING. B. STRUCTURAL STEEL AND TAPERED STEEL GIRDERS, INCLUDING ERECTION BRACING. C. PRECAST CONCRETE ELEMENTS, INCLUDING PICKUP POINTS, STRONG - BACKS AND BRACING, ALL CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER. D. CONCRETE POURING SEQUENCE, SHORING DETAILS AND SPECIAL CONSTRUCTION TECHNIQUES (CERTIFICATION MAY BE REQUIRED). E. SUCH OTHER ITEMS AS MAY BE REQUIRED ON PLANS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND COMPLIANCE CERTIFICAT TO THE BUILDING DEPARTMENT WHEN REQUIRED. 8. WHERE RESIGN AND DETAILS OF PLATE GIRDERS, TRUSSES, ETC., IS TO BE PROVIDED BY FABRICATOR, CONTRACTOR SHALL SUBMIT CALCULATIONS PREPARED BY A CIVIL OR STRUCTURAL ENGINEER, TO THE ENGINEER AND TO THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. 9. OPTIONS, IF PROVIDED HEREIN, ARE FOR CONTRACTOR'S CONVENIENCE. 'HE SHALL BE RESPONSIBLE FOR ALL CHANGES NECESSARY, SHALL COOR- DINATE ALL DETAILS, AND SHALL OBTAIN ALL REQUIRED APPROVALS. 10. COSTS OF ADDITIONAL DESIGN WORK NECESSITATED BY SELECTION OF AN OPTION OR DUE TO ERRORS OR OMISSIONS IN CONSTRUCTION, SHALL BE BORNE BY THE CONTRACTOR. FOUNDATION: 1. SEE FOUNDATION PLAN FOR COMPLETE DATA. WHERE "SOIL REPORT" IS CITED, ITS REQUIREMENTS SHALL BE ADOPTER HEREIN. 2. SLABS ON GRADE SHALL BE POURED ON FIRM, MOISTENED, COMPACT EARTH. CONSTRUCTION OR CRACK -CONTROL JOINTS SHALL BE SPACED NO FARTHER THAN 30' APART, AND SLATS AREA SHALL NOT EXCEED 6UU SQ. FT. CONCRETE & EMBEDDED ITFMS : 1. ALL CONCRETE SHALL BE MIXED, FORMED AND PLACED ACCORDING TO A.C.X. CODE. 2, CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS. EXCEPTIONS SHALL BE NOTED HEREIN OR ON PLANS. -3. CONCRETE SHALL BE MACHINE-MI�ED USING A MAXIMUM OF 7? GALLONS Ol WATER PER SACK OF CEMENT, READYMIX CONCRETE SHALL BE ?MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94. 4. AT ALL OPENINGS IN CONCRETE, CONCRETE,BLOCK AND BRICK MASONRY PROVIDES TWO #5 BARS AT JAMBS, HEAD AND SILL, EXTENDING 2'-0" r BEYOND EDGES OF OPENING. S. ALL REINFORCING STEEL, ANCHOR. BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM OF CONCRETE FORMS FOR PROPER CLEANING AND INSPECTION. 6. CEMENT FOR CONCRETE OR MASONRY MORTAR SHALL BE A STANDARD BRAND "PORTLAND CEMENT", MEETING THE REQUIREMENTS OF ASTM C-150. 7. AGGREGATES FOR CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C--3; 8. SLABS POURED ON GRADE SHALL BE LEVEL (OR PLANAR) TO WITHIN 1/8" IN 8' -0" IN ANY DIRECTION EXCEPT AS NOTED OTHERWISE ON PLANS. WALLS SHALL BE SIMILARLY ACCURATE, AS SHALL OTHER SLABS. 9. CONTRACTOR MAY USE AN APPROVED WATER REDUCING ADMIXTURE CONFORM- ING TO ASTM C-494. 10. MINIMUM EMBEDMENT OF ANCHOR BOLTS (A.B.) SHALL BE 7" IN FOOTINGS, 5? " IN MASONRY WALLS, AND 41j" INTO VERTICAL CONCRETE 8URFACE;S. ALL BOLTS SHALL HAVE A STANDARD BOLT HEAD OR A 14" 90 BEND AT EMBEDDED END. ANCHOR BOLTS SHALL BE SPACED 12 DIAMETERS, MINIMUM. IN LIEU OF BOLTS OR DOWELS IN CONCRETE, APPROVED CAST--IN-'LACE Tt3READED INSERTS MAY BE USED. 1.1. EXPANSION BOLTS, WEJIT OR PHILLIPS RED STEAD TYPES, MAY BE USED IN LIEU OF CAST--TN-PLACE BOLTS WHERE SPECIAL CONDITIONS WARRANT THEIR USE, PROVIDED WRITTEN APPROVAL OF THE ENGINEER IS OBTAINED. SIZE OF SUCH ANCHORS SHALL BE ONE NOMINAL SIZE LARGER OR THEIR NUMBER SHALL BE INCREASED BY 25% WHERE APPLIED TO VERTICAL SURFACES (LEDGERS, ETC.). 12. FOOTING DOWELS SHALL MATCH VERTICAL WALL STEEL. LAP 36 DIAMETERS. 13. GROUT SHALL CONSIST OF 1 PART CEMENT, TO NOT MORE THAN 3 PARTS SAND AND NOT LESS THAN 1 PART NOR MORE THAN 2 PARTS PEA: GRAVEL BASED OIL"DRY LOOSE VOLUMES. GROUT SHALL BE OF FLUID CONSISTENCY. APPROVED ADMIXTURES MAY BE ADDED TO THE GROUT MIX. GROUT SHALL ATTAIN A .MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. 14. D'RYPACK SHALL CONSIST OF I PART CEMENT, 4 PARTS SAND BASED ON DRY. LOOSE VOLUMES AND NOT LESS THAN 1/4 PART NOR MORE THAN 1/2 PART LIME, PUTTY OR DRY HYDRATED LIME. DRYPACK SHALL 013T'ATN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 PST AT 28 DAYS. CONCRETE BLOCK MASONRY: 1. ALL CONCRETE BLOCK UNITS SHALL BE LIGHTWEIGHT GRADE "N", CONFORMING TO ASTM C-90. 2. ALL SLUMPED BLOCK UNITS SHALL BE GRADE "N", CONFORMING TO ASTM C-90. 3. ALL CELLS CONTAINING HORIZONTAL OR VERTICAL'REINFORCING STEEL, BOLTS, OR INSERTS SHALL BE GROUTED. WHERE REINFORCING STEEL, ETC., OCCURS IN OR ADJACENT TO MORTAR JOINTS, THE CELLS ON EACH SIDE OF SAID STEEL SHALL BE GROUTED. 4. CLEANOUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF ALL VERTICALLY GROUTED CELLS IF GROUT LIFT EXCEEDS 4'-.0". MAXIMUM GROUT LIFT: 5. CEMENT MORTAR: ONE PART CEMENT TO 3� SAND TO 1/4 LIME PUTTY, MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS: 2,000 P.S.I. 6. ALL MASONRY WALLS IN EXCESS OF 10'-0" IN HEIGHT SHALL BE BRACED TO WITHSTAND A WIND LOAD OF 10 LBS. PER SQ. FT. APPLIED PERPENDICULAR TO WALL IN EITHER DIRECTION, BRACING SHALL REMAIN IN PLACE UNTIL ROOF DIAPHRAGM (ETC..) IS COMPLETE ENOUGH TO SUPPORT THE WALL. 7. WALLS SHALL NOT BE GROUTED SOLID UNLESS SO SPECIFIED ON THE PLANS. WIRE MESH SHALL BE USED TO FORM HORIZONTALLY (PAPER, CARDBOARD, FTC., NOT ACCEPTABLE). REINFORCING STEEL: 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED (EXCEPT 42 TIES, ETC.) BARS CONFORMING TO ASTM A--615, GRADE 40 TYPICALLY. LAP BARS A MINIMUM OF.30 DIAMETERS. WHERE GRADE 60 REQi�IRED ON PLANS, LAP 16 'DIAMETERS. STAGGER LAPS WHERE PERMISSIBLE. 2. WIRE MESH SHALL CONFORM TO ASTM A-185. LAP 8" MINIMUM. 3. MINIMUM CONCRETE COVER SHALL BE (2608h, U,B.C.) 3 ":. - . CONCRE"T`E POURED AGAINST EARTH (FOOTINGS, ETC . ) 2"­.FORMED .FORMED CONCRETE WHICH WILL REMAIN IN CONTACT WITH EARTH. IV., --BEAMS, MEASURED TO MAIM STEEL, COLUMNS, MEASURED TO TIES OR SPIRALS; EXPOSED FACE; OF WALLS ABOVE GRADE. 3/4"..SLABS; INSIDE FACES OF WALLS. gTRUC_ TU STEEL AND WELD NCB: 1. ALL WORK SHALL COMPLY WITH "ATSC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BU:TLDINGS". 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A--36.. 3. PIPE COLUMNS SHALL CONFORM TO ASTM A--53, GRADE "B", WITH SULPHUR CONTENT NOT TO EXCEED 0. 05%. ENDS SHALL BE SAWCU`I" SQUARE FOR TRUE BEARING. 4. BEAM CONNECTIONS SHALL COMPLY WITH "FRAMED BEAM CONNECTIONS", .A.I.S.C. PART 4, TABLE 1, USING 3/4" A307 BOLTS (M.B.) . 5. ALL WELDING SMALL BE BY ELECTRIC ARC PROCESS AND SHALL COMPLY WITH A.W.S. SPECIFICATIONS FOR WELDING AND FABRICATION. 6. WELDING SHALL BE PERFORMED BY CERTIFIED OPERATORS IN A SHOP LICENSED BY THE LOCAL AUTHORITY. 7. LOW HYDROGEN ELECTRODES SHALL BE USED WHEREVER REINFORCING ,STEEL IS WELDED. 8. UNLESS SHOWN, SHALL BE MINIMUM WELD (COL. TO PL., TO BM., ETC.). 9. ALL BUTT WELDS SHALL BE FULL PENETRATION UNLESS OTHERWISE DETAILED ON THE PLANS. 10. OPEN WEB JOISTS SHALL COMPLY WITH STANDARDS OF THE "STEEL JOIST INSTT'TS3TE" . 11. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING THE WELDING OR A REPORT FROM. THE SPECIAL INSPECTOR MUST BE FURNISHED, TO THE JOB INSPECTOR PRIOR TO .FRAMING APPROVAL. SHEET I_ETAL. 1. SHEET METAL SHALT. BE GALVANT Z *D IRON PER ASTM A- 9 3. 2. FLASHING, .GUTTERS, ETC., ,SHALL BE 24 GAU0E MINIMUM. DOi'INSF SCUPPERS AND LEADER HEADS SHALL BE 22 GAUGE MINIMUM. 3. JOINTS SHALL SE LAPPED SUFFICIENTLY AND SOLDERED OR RIVI'TE` REQUIRED TO INSURE A WATERPROOF ASSEMBLY. WOOD CONSTRUCTION: 1. STRUCTURAL LUMBER SHALL -BE GRADE -MARKED DOUGLAS FIR (D.F.)-LARCH PER STANDARD GRADING & DRESSING RULES 016 OF WEST COAST LUMBER INSPECTION BUREAU. I GRADE JOISTS, PURLINS 2" TO 41' WIDE, 6" & DEEPER NO. 1 BEAMS, PURLINS OVER 4" WIDE I NO. 1 SUB-.PURLINS 2" TO 4" WIDE, 4" .DEEP NO. 2 LEDGERS NO. 2 STUDS 2" x 4" OR 3" x 4 11 STUDS STUDS 2" x 6" NO. 3 POSTS 5" x 5" AND LARGER NO. 1 SILLS, PLATES AND BLOCKING STUDS OR NO. 3 2. COMMON NAILS SHALL BE EASED. BOX NAILS, IF INCREASED IN NUMBER BY 33%, MAY ALSO BE USED. 3. SILLS OR PLATES BEARING ON CONCRETE OR MASONRY WHICH IS WITHIN 48" OF EARTH SHALL BE PRESSURE 'TREATED (P.T.), OR EQUAL, WOOD PER U.B.C. STD. 25-12. SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 1/2" DIAMETER x 10" BOLTS AT 4'-0" O.C., 121' MIN. FROM ENDS, OR 2 BOLTS MIN. PER PIECE. 4. FIREBLOCKSNG, 2" THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR LEVELS, AT EACH 10' HEIGHT OF STUDS, AND BETWEEN STAIR STRINGERS AT SUPPORTS. 5. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS OF 8' WHERE JOISTS ARE 2" x 12" OR DEEPER. 6. FOISTS UNDER BEARING PARTITIONS (ONE STORY ABOVE) SMALL BE DOUBLED, AND TRIPLED FOR TWO STORIES ABOVE. 7. PLYWOOD SHALL BE CDX TNT. W/EXT. GLUE PER AMERICAN PLYWOOD ASSOCIATION P.S. 1-74. 1/2" PLYWOOD SHALL HAVE 4 PLYS MINIMUM. I.C.B.O #1007. 8. LAGBOLTS (& SCREWS) SHALL BE PREDRILLED TO SHANk( T IAMETER AND FULL DEPTH AND SCREWED (NOT DRIVEN) INTO PLACE.:'.' 9. CUT WASHERS SHALL BE PLACED UNDER HEADS AND NUTS OF ALL BOLTS AND UNDER HEADS OF LAGBOLTS. ONE (1) CUT WASHER SHALL BE USED FOR BOLTS CONNECTING WOOD LEDGERS TO CONCRETE OR MASONRY WALLS. 10. WHERE REQUIRED, MALLEABLE IRON (M.I.WA.) OR PLATE (PL.WA.) WASHER SHALL BE SIZED AS FOLLOWS: BOLT DIAM. M.I.WA. PL.WA. 1/21" 1/4" x 2 1/2" 1/4 " x 2 1/2" SQ. 5/8" 5/16" x 2 3/4" 1/41" x 2 3/41" 3/4" 7/16", x 3," 1f41, X 3," 7/8" 7/16" x 3 1/2" 5/16" x 3 1/2" 1 / 2 "t x 41, . 3/8 " x 4 ," a GLU-•LAM BEADS _& POSTS: (DRY CONDITION OF USE) 1. ALL GLUED LAMINATED BEAMS AND POSTS SHALT, COMPLY WITH "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED bOUGLAS FIR (COAST REGION) TIMBER" 2. BEAMS SHALL BE COMBINATION 24F (V-4 @ SIMPLE SPAN, V-8 @ CANTILEVER) 3. POSTS SHALL BE COMBINATION I ("H" PER U.B.C.) " 4. APPEARANCE GRADE SHALL BE"INDUSTRIAL" 5. FABRICATOR SHALL SUBMIT A CERTIFICATE OF INSPECTION TO THE BUILDING DEPARTMENT FOR EACH BEAM AND POST PRIOR TO .ERECTION. t1� f�U LU 05 c�u V? C CZ �- Cz co v � v� - NC\j Cy7 LTS {ll (15 cV C . U) C.7 T I? U OC) aS � C7) Cn -0 fJVBARRE' AEG. NO. C9474 RENEWAL DATE: JUNE 30 2005 Proposed Remodeliii Northgate Supermarket #11 1120 S. Bristol Stream Santa Ana, Calif °E SHEET TITLE Structural SCALE DRAWN BY CHECKED JOB NUBER DATE SHEET NUMBER