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<br /> ABBREVIATIONS:
<br /> OWNER DATA: Z
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<br /> A.S. ANCHOR BOLT HDR. HEADER FRANC 1500 AND F I LOMENA PANETTA s
<br /> M.y
<br /> Z_ ADJ. ADJU5TA5LE HT. HEIGHT ';
<br /> W a 26824 HALIFAX PL W
<br /> Z ABV, AE30VEE HORIZ. HORIZONTAL
<br /> D
<br /> � I� HAYWARD, GA g4a42 �
<br /> A.G.I. AMERICAN H6 HI615TRENC�Th� BOLT PHONE: (XXX) xxx_xxxx ,
<br /> _EO CONCRETE INSTITUTE N.S. HIGH SIU3= -- ,�
<br /> �+ CONTACT: iy .,
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<br /> z A.1.5.c. AMERICAN INSTITUTE IN_ INCHA�', Vy
<br /> ?� I of STEEL 1.D. INSIDE DIAMETER
<br /> ENGI E `RING & �� EYIN G, INC.
<br /> o� CONSTRUCTION INT. INTERIOR TENANT OWNER DATA: 2511 L05AN 5TRErT Tel. (55c1) Sd1--8611
<br /> �Z A.S.T.M AMERICAN SOCIETY JS`I'. JO€ST SELMA, _
<br /> FOR TESTING K OR KIPS IOOD Ibs. 3�LMA, �A G�662 Fax (SSS) a� 3815
<br /> Jm I MATERIALS LAM. LAMINATED JATINDER 51NH #�EI�V�E.GVE'�5.G01�t Email: �nfnc�cvnas.corn
<br /> A.P.A. AMERICAN PLYWOOD LB OR LBS POUNDS 726 S, ESGUELA DRIVE 0
<br /> Z MOUNTAIN HOUSE, GA G53g 1 II
<br /> 0Z I ASSOCIATION L_S_ LDA SIDE
<br /> ARCH. ARCHITECT(URAL) LT. AT. LIGHT WEIGHT PHONE: (1-725) 550-4603
<br /> GONTAGT: JATINDER
<br /> Aw5 AMERICAN WELDING LLV LONG LEG VERTICAL
<br /> SOCIETY M.B MACHINE BOLT
<br /> nl
<br /> LnLQ BD. BOARD MA5. MA50NRY I
<br /> o BF. BRACED FRAME MAX. MAXI MUM
<br /> E3LK. BLOCK MF. MOMENT FRAME BUILDING DEPARTMENT.
<br /> BLKG. BLOCKING MTL. ME7AL
<br /> BOT, BOTTOM MIN. MINIMUM it ! CITY OF MANTEGA �
<br /> I 1001 W. CENTER ST. J
<br /> , BLDG. BUILDING N.T.3. NOT TO SCALE
<br /> MANTECA, GA ga33�P d
<br /> BM. BEAM NO OR # NUMBER
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<br /> �, PHONE 20�f-456-8500
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<br /> z B.N BOUNDARY NAILING O.G. ON CENTER�Z G CHANNEL OPNG. OPENING
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<br /> ..... .`.:.- -_: . ..... ...... .. ........ . ,i it d 'III
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<br /> I GLC. CEILING OFF. DPPQSITE _
<br /> L)U GLR. CLEAR O.A. OUT51PE DIA.
<br /> I; �Nkf�IIN ._ .L- R OF RECORD:
<br /> 1 �--
<br /> n o COL. COLUMN PL PLATE 1,
<br /> a RICARDO LLL.EAL, P.E. {I
<br /> 10�� i G.M.U. CONCRETE MASONRY PENNY (d) NAILS
<br /> 0.a UNIT PLYWD. PLYWOOD CENTRAL VALLEY ENGINEERING AND SURVEYING, INC. Fj
<br /> IWQ 2132 HIGH STREET
<br /> G.J. GON5TRUGTION JOINT P.S.F. POUNDS PER SQUARE 0
<br /> .ti SELMA, GA g5662 ,
<br /> Z GONG. CONCRETE FOOT I, PHONE: ,aQwBg1-8511
<br /> �� CONN. CONNECTION P.5.1. POUNDS PER 50JARE II EMAlI_: rleol�cvcas.corr� Z ,I
<br /> a v, CONST. CONSTRUCTION INCH --
<br /> -�w CONT. GONTI NUOU5 PRESS. PRE ES5URE `
<br /> o F_ DA DOUBLE ANGLE R, RADIUS
<br /> Z I DEMO. DEMOLISH REINF. REINFORCING ;; I';
<br /> IRE F� PROJECT DATA: � ' <
<br /> DET. DETAIL RECD. REQU P, A ,
<br /> DIAL. DIAGONAL RM. ROOM I{ I PROP05ED USE: RE5TAURANT KTH DINING ,
<br /> o€ DIA.(d�) DIAMETER SGHED. SCHEDULE Ii �' r� _tiMAIN - - < ; N
<br /> DIMENSION SHTG. SHE
<br /> 1< - SAN JOAQUIN COUNTY A1'N. 22I-p50-260 I �'� vl
<br /> �z DBL. DOUBLE 5HT. SHEET ENVIRONMENTAL HEALTH DEPARTMENT SITE Apf7RE55: -� � '
<br /> z0 1V1 Imo► lr '� t.7 l/ If56 S. MAIN 5T. r
<br /> DWG. DRAwiNC� SIM. SIMILAR 186$ E. HAZELTONAVE. MANTEG,A, GA �i4542 W �K ,=
<br /> 00 EA. EACH SLV SHORT LEG VERTICAL STOCKTON, CA 95205 0 O :
<br /> HZ E_N. EDGE NAILING SPEC. SPEGIFIGATION �� C - '
<br /> <_ / �� (209}468-3120 <E> ZONIN&: CCD - SENERAL COMMERCIAL �
<br /> J o ELEV. ELEVATION STGR. STAGGER rr-� �! �I 2 2 1 0 r=-) O 2 6 0 'El Aporo�red I ��"
<br /> M< EOR ENGINEER OF RECORD STD. STANDARD
<br /> ENG- ENGINEER 5TL. STEEL Approved with changes: See RemarRs OCCUPANCY:
<br /> o EQ. EQUAL STIFF. STIFFENER ©disapproved: See Remarks Z.
<br /> Remarks RESTAURANT: Aly. , 1
<br /> ~N EQUIP. EQUIPMENT 5TRG7. STRUCTURAL !.
<br /> k CONSTRUCTION TYPE: V_B r �
<br /> ,� ES EDGE SCREW OR SGT. 5QUARE I�
<br /> `.
<br /> o EACH SIDE 5YM. 5YMMETRIGAL
<br /> EXIST (E) EXISTING TF TOP FLANGE 40,
<br /> MAIN BUILDING: SPf@INKLEREi3 -
<br /> Date c? BY €ir
<br /> Z EXP. EXPANSION THK. THEGK PIKE SPRINKLER SYSTEM: YES i
<br /> �,o Approv ext nds only to that whi h is shown and eseribed ' - .t ..;
<br /> ' ,'�
<br /> T5 TUBE STEEL hereon and does not authorize or approve any omission or E,, � ' ""
<br /> as FIN. FINISH FIRS ALARM SYSTEM: YES
<br /> o deviation from requirements of state laws or local ordinances. _ ,.
<br /> F.N. FIELD NAILING U.B.G. UNIFORM BUILDINGCD
<br /> 75 I FM FAGS MOUNT GODS
<br /> W FLR. FLOOR U.N.O. UNLESS NOTED
<br /> }� O Cb U1
<br /> 3
<br /> r o FTF FLOOR TO FLOOR DTHERW I SE '
<br /> <¢ . FTG. FOOTING VERT. VERTICAL
<br /> FON. FOUNDATION W. WIDTH SITE DATA: _
<br /> = EIGHT ,
<br /> -� FRMG. FRAMING
<br /> WT W
<br /> • .� SITE ,4RE=?t: � � f �
<br /> Q CGA. GAUGE w.w. . WELDED WIRE FABRIC GENERAL NOTES: LEGM;- ClQ ,�-
<br /> t:L,
<br /> �" GALV. GALVANIZED W.W.M. WELDED WIRE ME5H
<br /> z � -- 221-0350-260 60,112.5 SP 1.38 ACRF_5±
<br /> ° GF GOOD FOR W.F. WIDE FLANGE
<br /> o IL
<br /> G.L.B. GLUE LAM BEAM w/ WITH - STEEL 11 �=-[-i Ir - NATIVE= SOIL
<br /> w a GRD GRADE W5 WOOD SCREW L II EX. BLIDG AREA: E6 354.0 sr
<br /> -
<br /> of 1. CHEMICAL TOILET IS REQUIRED ON-SITE DURING I7. NO USES OF LAND, BUILDING, OR STRUCTURES OTHER I
<br /> W H.D. HOEDOWN
<br /> �- __HCR. HANGER GDNSTRUGTION. THAN TH05E SPECIE=IGALLY APPROVED PURSUANT TO . ® - MASONRY �
<br /> - ENGINEERED FILL RESTAURANT T1: 2265.5 SF
<br /> THIS SITE PLAN SHALL BE PERMITTED.
<br /> a W 2. PROVIDE 2�b SLOPE AWAY FROM BUILDING FORA _ < �ESSI
<br /> n� MINIMUM OF TEN FEET. 18. ALL ACCESSIBLE PARKING STALL(5) SHALL BE PLAGEEE7 AGGREGATE � - A.C. PAVING � © ??-C
<br /> O
<br /> n PROPERTY ONLY PARKING: 4,
<br /> �A?b0
<br /> SI°�� COORDINATES: A A IN
<br /> �I�'�
<br /> A17JAGENT TO FACILITY ACCESS RAMPS DR l;
<br /> z �9
<br /> za 3. PROVIDE A 12" HIGH ADDRESS POSTING (6" IF WITHIN 50 STRATEGIC AREAS WHERE THE HANDICAPPED SHALL - DEDICATION q - GONGRETE 11
<br /> EX. PARKING STALL: b4 '
<br /> <ui LATITUDE: 37. 86600 i-EET OF THE STREET) WITH SUITE NUM5ER 4'I HiGH. NOT HAVE TO WHEEL OR WALK BEHIND PARKED _ __ c
<br /> EX. AGGE5515LE PA RING: 3 '
<br /> VEEHICLE5 WHILE TRAVELING TO OR FROM ACCESSIBLE �
<br /> ,J LONGITUDE -121.2150081 - TRUNCATED DOMES - LANpaGAPE �' P. t
<br /> 4. IF THE PLANS DO N07 AGGURATEL°f REFLECT THE J05 FARKING 5TALL5 AND RAMP5.
<br /> GONDlTIONS OR THE CONS T`RUCVON IS NOT PER PLAN5, - _- - -- 0
<br /> C 1
<br /> �z i 1 l
<br /> a
<br /> NO INSPEGTIPNS W,LL QGGUR UNTIL AN ADDENDUM 1S la. LIGHTING WHERE PROVIDED TO ILLUMINATED PARKING, II�,' � 4 �P
<br /> Z0 SEISMIC iTEAM VALUE 201q GBG REFERENCE APPROVED SY `THE CITY/COUNTY I5 OBTAINED. SALES OR DISPLAY AREAS SHALL BE HOODED AND 50
<br /> ARRANGED AND CONTROLLED 50 AS NOT TO CAUSE A CO
<br /> 517E GLASS D 5. ANY CHANGES FROM THE APPROVED PLANS DURING THE NUISANCE EITHER TO HIGHWAY TRAFFIC OR TO THE
<br /> < COURSE OF GONSTRUG710N 5HALL' CAUSE CONSTRUCTION LIVING ENVIRONMENT THE AMOUNT OF LIGHT SMALL BE C
<br /> >� SOILS BEARING G�4PAGITY 1500 PSE` APPENDIX 106.1 TABLE 1804.2 TO BE 5U5PENDEI? UNTIL, 5UGH TIME A5 THE PLANS GAN PROVIDED ACCORDING TO THE STANDARDS OF THE SHEET INDE o OCCUPANT LOAD FABLE
<br /> _ BE AMENDED BY THE Di 51 C�itER AND 5UBMI T"TE-U TO THE DEPARTMENT OF PUBL I G WORKS. `= I C ARGI4I TEGTURAL '
<br /> OCCUPANT LOAD CALCULATIONS (201 , G50 TABLE 004.1.2)
<br /> a° CITY/COUNTY FOR REVIEW AND APPROVAL. µa COVER SHEET �` Q Revisions: l- D�$ -r
<br /> SEISMIC IMPORTANCE FACTOR I.O GBG 1603.1.5.1 �
<br /> Zh 20, ALL ACCESSIBLE STALLS SHALL BE MARKED WITH THI-- A1.1 SITE PLAN OCCUPANT FLOOR AREA PER
<br /> 6. THE GENERAL CONTRACTOR SHALL BE RESRON5BLF_ INTERNATIONAL SYMBOL OF SPACES AND A WARNING _rn-- ROOM DESCRIPTION OCCUPANT AREA
<br /> �
<br /> -,� SITE GOEFFIGENT, f='a - TREBLE Ib13.3.3 (I) A2.o DEMO 1=Loon PLAN LOAD ------- - --------
<br /> �o FOR THE VERIFICATION OF ALL DIMENSIONS, GRADES, THAT VEHICLES IN VIOLATION OF SECTION ID-'1017 OF
<br /> �I AND ALL OTHER CONDITIONS AND GORRELATE AT THE THE MUNICIPAL CODE SMALL BE TOWED AWAY. THE Az.l PFeoPoSED F Loon PLAN (N) DINING AREA: 47 1 IXFr� A2 13g6.� 57
<br /> WrL 5s O.ggS FIGURE 16!3.3 (1) � INTERNATIONAL SYMBOL AND TO-,hWAY WARNING SHALL A2.2 I-WIPMENT PLAN AND 50HEDULE5 �
<br /> JOBSITE AND REPORT ANY U15GREPANGIE,. TO THE
<br /> zF 5rns I.Oq 7 51E..T1DN !613.3.3 EGiN. 16-37 A2.5 OPENING SCHEDULES AND NOTES - -
<br /> _ � I� DESIGNER FOR CLARIFICATION PRIOR TO GOMMENGING BE POSTED GONSPICUDUSLY ON SEVEN-FOOT PDLE(S). ---_.-.I-
<br /> A2.�r RESTROOM PLANS
<br /> w ANY WORK. (1� KITCHEN AREA: 5 IRO B 45q.8 SF
<br /> tZ 5ds 0.731 TABLE 1615.3.5 (1) 21. SIGN(S), OTHER THAN DIRECTIONAL SIGN(5), IF A4.0 REFLECTED CEILING PLAN
<br /> �¢ "f. THE GEENERAL CONTRACTOR SHALL BE RESPONSIBLE APPLIGAE5LE, ARE NOT APPROVED FOR INSTALLATION A4.1 ROOF F-MIPMENT PLAN (N) BACK ROOM: 2 300 U 36q.4 SF
<br /> w� SITE GOEFFIGENT, F,/ - TABLE k613.3.3 (2) FOR THE WORK AND THE GOORDINA7ION OF' ALL A5 PART OF THIS SPECIAL. PERMIT, A5 HOOD PLANS AND DETAIL5 (N) OFFICE AREA: I I00 i3 40.0 SF
<br /> �r -- TRAPF-5 AND GOVERNING ACGENGIES. i TOTAL 'S5 2265.5 SF
<br /> 51 0.354 TABLE 1615.3.1 (2) 22. OUTDOOR STORAGE OF MA7ERIAL(S), INCLUDING 150 ; f:;,;:;E - _ -
<br /> oo 8. THE DESIGNER A55UME5 NO RE5PONSIBILITY FOR THE CONTAINERS 15 PROH157ED. ALL MATERiAL(5) SHALL DETAILS
<br /> Sml D.Sgg SECTION 1613.3 EON, 16-38 SUPERVISION OF THE WORK AND/OR POSSIBLE ERRORS SE STORED WITHIN A COMPLETELY ENCLOSED BUILDING, DI AGGE55151LITY P177AILS- 20141 GBG 1005.3.2 ��
<br /> DZ FRAMING DETAILS
<br /> �� DR OM15510N5 SHOWN OR INFERRED ON THE DRAWIT�iGS UNLESS APPROVED BY THE DEVELOPMENT AND I - --.-_ - _ INGH]ES PER OCCUPANT 0.2 NUMBEMR OF EXIT
<br /> < SdI 0.3gq TABLE !615.5.5 (2) OR THE PROPER EXECUTION OF THE SAME_ RE50URGE MANAGEMENT DEPARTMENT. D5 FWRAMING DETAILS _-
<br /> , TOTAL E=GRESS WIDTH REQUIRED II INCHES I REG7UIRED
<br /> aZ D6 5U5PENDEP CEILING DETAILS
<br /> o� q. COMPLIES WITH 2O1cl CBG, GMC, GPC, GEC, C.FG, GA 25. ANY CONSTRUCTION ON STATE HIGHWAYS MUST TOTAL EGRESS WiE�TH PROVIDED 12 INCHES 2 PROVIDED ? sem. (,,ee��
<br /> < S cam'—
<br /> ENERGY, AND GALGRfEEN DUILDING 5TANDA,-RP GORES. CONFORM TO BOTH CITY AND STATE DIVISION OF= f CAPTIVE AIRE PER 201q GPG TABLE A AND TABLE 422.1 l'
<br /> PI'S ' ' ARIC3 ®V11�IER
<br /> s� DESIGN SPECIFICATIONS: HIGHWAY SPECIFICATIONS. GAI GA_PTIVE AIRE 5PEGIFIGAT{ON5 -- TE)ATA, VICINITY ���`�AP, AND
<br /> _ 10. JOB CARD REQUIRED TO 5E AVAILABLE FOR SIGNATURE GA2 CAPTIVE AIRE 5P'EGIFIGAT#ONS - TOTAL SQUARE 7-OOTAGEE OF RESTAURANT 2265.5 Sr
<br /> or OCCUPANCY TYPE: A2 AT JOB5ITE. 24. SUBMIT PLANS TO AND OBTAIN PERMIT FROM THE FIRE GAS CAPTIVE AIRE SPEGIFIGAT€ONS OCCUPANT LOAD `T6 FACTOR 3o Z SHEETINDEX
<br /> �m PREVENTION DIVISION FOR THE INSTALLATION OR GA4 CAPTIVE AIRE SPECIFICATIONS 0
<br /> 1. THESE PLANS AND RELATED DOCUMENTS MUST BE MODIFICATION OF FIRE SPRINKLER SYSTEM_ MEN 58 WOMEN 38
<br /> 0- GONSTRUGTIDN TYPE: VB-SPRINKLERED AVAILABLE AT THE JOBSiTE DURING ANY INSPEC.710N I 0
<br /> �F INSTALLATIONS MUST AL50 COMPLY WITH FFD POLICY REG�UIRED PROVIDED --------
<br /> r z ACTIVITY. SECTION 405. I`® I.�` ° - ELECTRICAL � � CVEAS JOB# :
<br /> <W GOVERNING GORE: 201,1 GBG El.o ELEGTRIGAL NOTE5 AND PETALS MEN I WOMEN + 19112
<br /> o� 2. DEFERRED SEPARATE SUBMITTAL PERMIT, REYIIEw, AND 25, THE r-ENERAL CONTRACTOR SHALL COORDINATE THE EI,I PANEL SCHEDULES _ -- WATER CLOSET I 2 2 - ALL-,GENDER ------
<br /> `` e SEISMIC DESIGN G,4TE=GORY D APPROVAL' FOR THE FOLLOWING ITEMS: F1RE ALARM SYSTEM INTERFACES BETWEEN THE FIRE= E2 LIe7H71N5 PLAN LAI�ATORIES ! I RE5TROOM5 DAA;
<br /> oC 12.1. EXTERIOR PUILDING SIGNAGE ALARM CONTRACTOR, SPRINKLER CONTRACTOR, E3 POWER PLAN - -
<br /> 20
<br /> ;-0 12.2. SITE 51GNAGfE MECHANICAL CONTRACTOR AND ANY OTHER PERTINENT -- .l URINALS I I } - `�
<br /> TRADES (FIRE ALARM SPRINKLER SY5TEM HOOD AND PLUM6ING II DRINKING FOUNTAIN NOT REGUIREED PLANNING SUBMITTAL�p DESIGN WIND LOAD: EXPOSURE 'B°' 75 MPH --
<br /> a'� 13. NO DRAINAGE TO BE TAKEN TO ADJAGENT'PROPERTY. VENT EXTINGUISHING SYSTEM HVAC FIRE SMOKE ° -----_ _ C'_
<br /> c PI PLUMBING 5GHEDULE5 AND NOTES X-XX-XXX
<br /> �._ ALLOWABLE 501L BE=ARING FRE55URE: 1500 CDC, MIN DAMPERS, ETC_). ALL WORK MUST REMAIN VISIBLE AND _ ]
<br /> "Z 14. ANY SURVEY MONUMENTS WITHIN THE AREA OF MUST NOT BE COVERED UNTIL THE REQUIRED FIRE P2 PLUMBING DETAILS T --
<br /> 2500 P51 (POR TREENGHING) GONST :UGTION SHALL BE PRESERVED OR :ESET BY A INSPECTIONS HAVE i3EEN COMPLETED BY THE F=IRE P3� PLUME?ING PLANS - WASTE, WATER, AND GA5 - - VICINITY' MAP' PLAN CHICK SUBMITTAL
<br /> COMPRESSIVE STRENGTH OF GONG. - -
<br /> �z 28 DAYS - PERSON LIGEN5E'D TO PRAGTEGEE LAND 5UR'(EY1NG IN DEPARTMENT. Z XX-XXXX
<br /> THE STATE OF CALIFORNIA. -_
<br /> LIVE LOADS: 26. SUBMIT PLANS TO AND OBTAIN PERMIT FROM THE FIRE I' Ili U DRAWN BY
<br /> Z I5. TWO WORKING DAYS BEFORE GOMME�NGING EXCAVATION PREVENTION DIV1510N FOR THE INSTALLATION OR _- _ -�'I f� KX
<br /> °< OPERATIONS WITHIN THE STREET t .lGHT-DF-WAY AND/OR -- - - -
<br /> MODIFICATION OF FIRE ALARM SYSTEM. ------ I �', S -
<br /> �Z ROOF: 20.0 P5F UTILITY EASE=MENTS. ALL: EXISTING UNDERGROUND
<br /> Z" � ,
<br /> w - t PAG€LlTIES SHALL HAVE BEEN LOCATED BY -� �I "��i`�u `y CHECKED BY:
<br /> 2-F. ALL EXISTING BUILDINGS SHALL COMPLY WITH ` a' ISL
<br /> zw FLOOR: NA r, UNDERGROUND 5E•RVIGES ALERT (USA). GALL EMERGENCY RESPONDER RADIO COVERAGE PER 2016 -
<br /> CFC SECTION 1103. ! I
<br /> aZ I-800-642-2444.
<br /> a a _ SCALE:
<br /> DEAD LOAD5: -_ m.._- - i I : W
<br /> a 16, GONTAC7 PUBL1..
<br /> NORKS DEPARTMENT TRAFFIC _ ` ;3AS NOTED
<br /> N - ENGINEERING 10 WORKING DAYS PRIOR 70 ANY
<br /> n - .a z r,,s
<br /> -'Z ROOF: ( T-BAR CEILING) N/A OFF-517E GONGRETE CONSTRUCTION. f'' <
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<br /> � ROOF: STUCCO CEILING) 10.0 PSF
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