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I� 20180530 x445 Quashnick; 00602001; BP 18 - Windows Photo Viewer Pin n <br />20.0 PSI <br />-- <br />duction Value N/A <br />BOP,' <br />General Notes <br />'Atic1 S0.0 pa <br />1. Therse dhove beenprepared using softastond care and e <br />Sheet list <br />normally exiarcled under unSlot conditions by a reputable structural Engine. theytracesscly <br />assume the work, depicted wN be performed by on erporfanced Cmhacsor and/or workman who <br />II <br />twveawwtingknowledgeoftheappiriblecode.stondardsardrenukemenfsofindusty <br />Number Sheet Number <br />Sheet Name <br />D <br />occeplab le ttandords cf goad insfa/ollaNcrmhuefion practices. As not every cwld0an or delcil h <br />r TA <br />10, can bel *spotty shown of these drawings. it h vrdenlood that the Conhacla will use <br />D <br />accoplable Industry sforidard good pla:t'ce for ON miscellaneous wort not shown an the plans. <br />Aichltoctural <br />tbar Factor 65 <br />0.6229 <br />2. CuksAalfons and design W nrscaWxsaasn soh-stucturol itenm, such as stairs, rabigs, nor»Aucturul <br />1 A0.0 <br />rise sneer <br />wells and prefabricated Item, Such"rrhof kusses a Hour misses, rue not included and are la be <br />2 A0.01 <br />CALGreen 1 <br />0.3660 <br />provided by oIt, unless specifically rated on these drawk)gs. <br />I Z.o star <br />': <br />3 A0.02 <br />CALGreen 2 <br />1.0 <br />3. These daw'i gs represerst the Bushed stnlchre. They do rhos explain the method Of construction. The <br />Contractor shill be IOWY responsible for conslruclfon means, methods, techniques. sequences, <br />4 A1.2 <br />Egress Plan <br />schedu4s and rxr clones. If sial he the Confracioh responsibality to rloskare raid provide odequale <br />5 A3.0 <br />Floor Plan <br />13 sac gust) 110 mph <br />sthanng, bracing. fames ork. etc-.. as requked for the protection o1 life orad Prop" 013iing <br />canshucnon. visits to the site by the Stn uctr rd Engineer seal not include nspectlon of this item- <br />6 A4.0 <br />Reflected Ceiling Plan <br />c <br />l e <br />7 A5.0 <br />Root Plan <br />4. During corsstnctbn materials dial ba untanly spread Out Such that the design live loan Par square <br />arl In <br />1001 as stated herein Is not exceeded.,vdts to the site by me Structural Engnaa shall not include <br />8 A6.0 <br />Budding Elevations <br />22.4 psi <br />k spection 01 thh item. <br />9 A7.0 <br />Buialng Wall Sections <br />S. the Contractor shd be responslbie for dl excavation procedunia IraWaing Snaruhg and yrorecrion Of <br />10 A8.0 <br />Specialty Equipment Plan <br />deg Pressure I Soo PST <br />adjacent prop". Structures, street; and vilifies in oc WraonCa with local buldIng codes rho local <br />I I A8.1 <br />Interior Elevations <br />saniva Pressure ISD psf/0 <br />birlding deportment and1a OSHA requirements_ <br />Io0pc1 <br />6. The Contractorshd be respanb le tot venfirotion of f dmersoorls, cafdtloni and ateva+Ions with <br />12 A9.0 <br />Doors, Windows & Finish <br />areMfeehAGl and/orsfructuul dray Ings poor to the start of connnueeon, The Contractor stml inform <br />CMI <br />TM Architect or Engineer in writing of airy discrepancies or omissions noted an Rte davdrhgs. Any arch <br />discrepancy, omission or vanance not reported before the start of the construction that be the <br />13 C1.0 <br />Overall Site Plan <br />responsibility of the Contactor. R dkcreloorhdes otdsr on this r drawings, notes and detuis shin lake <br />14 C2.0 <br />Enlarged Site Plan <br />precedence over the general rates. <br />15 C3.0 <br />Site Details <br />7. We reference a mads ro codes a last sianaards to malerids Gt Canstn CISOn the laced Odfian <br />na <br />and/ce adden Ju n nrtotsled by stn goyermng agency seal be used. <br />Structural <br />8. Any Options Stated or sawn are la the Ca neo toes convenience. R the oration IS used the <br />16 S1.0 <br />Foundation Plan <br />Contractor that use the blest code, test Standard of marlWactNar recommenhdolans <br />17 S2.0 <br />Root Framing <br />���'� <br />9. Typical details and nate: Shall apply, though not nerenaly ksrdcalod of a sl aciRc W.olion on the <br />18 S3.0 <br />Root Detail <br />A L/IY1SIO <br />Ciro m3s. Whwe no detdh ala jlia i, construction Stat Confgm to sin*Y work an IM project. <br />ti ID C' h - <br />Dalai% may show Only rine slda ul rhe detat s>r muy nihilkslamatkxs ere chrtty. <br />19 54.0 __ <br />finn'])n9 Elevations <br />ID. Verify and estublish all openngs, kperli or ofheh Ion Mc hilectsAd, Mechanical, Electrical d Rundirig <br />iy� I I r _ <br />etc., with appiopilase trade%. drawings and Subemhnefor•, take to cono, Ilion. - <br />SAN .11166,11 11.TY <br />r <br />ENVIRONMENTAL HEALTH DEPARTMENT <br />11. AM inspection$ required by the Codes. LOcd Balding Department cc the Ran; shf be provided by an <br />N AVG <br />SST E. HON <br />Independent qualified inspection agency or the Building Depatimtent. Slte visits by me Emgk+eer do <br />CA <br />QN <br />ST0009) <br />not corutrMe on inspection, unless specifically contacted tor, <br />46 .0 <br />(2091408-342.0 <br />lift~ try+w plan -4lW &10"4 fie <br />k2. Shop Drawings and be subnilted for f Oructsxd Hems upon written requested or as detailed in <br />PRKSAL APPROVED SUOdECT TO; <br />QsQl3l..i ' <br />lin sbowi. IM ttpplceas m l+Vcmpler <br />irheud+atielm A <br />Contort Oocssdrawingsrevieweds. Shop drawings are reviewed Only for general cumplonca shirk esu structural <br />SANITATION pEDtMiT <br />PERNRT <br />REaPC <br />drawings. Review does not indicate haat the drawings are correct a complete. Respassablty, shat rest <br />with ewe Conhodo. Any changes, substitutions, a deviations from the Contract Drawings sod be <br />❑bBTA!N WELLr?MP <br />D CONDIT ONS NOTED BELOW <br />rR t <br />DETERI'1' <br />paw pa„ <br />douded. Any at the aforementioned shW not be considered approved by the EngsheA salass <br />MAR tS fs 0 <br />'',yt <br />specify rated. The shop drawings do not supersede or replace ma aktifsd ContiOct Dfowings. Any <br />- <br />_ <br />M <br />OF Ad F' i <br />FlNAL APPROVAL <br />engineering provided by others and aVbntrted Id fe- $hull been She coal of the aPpropriala <br />Registered Engineer. dCWcNrw Engineering jird far be respofdifb for the adeuua[y of <br />FL <br />T <br />^t <br />}�iV ' <br />gy ON. <br />J <br />engineefing designs pexlarmed by a1Mls. Allow S working days far the egkheers review. Cno copy of <br />Vu <br />aoen submiltol shall be retained to dCwoWwr Erhgirweresg's reeaaL <br />App v,h y; pa. heir ,. <br />.: v;ne.0 <br />Wool. w -I :Mas 'rel euttwn" or ,.'prove any .."an of <br />_-_.._. <br />de,i,4iow ILL'llwa Oikxal M''.PAn'63. <br />c ,ge 2 of o .._4.-.; <br />1. <br />A(Z'y YI 5 C x <br />A^!Start , _t , Maps I 00119066 -Sch... I gUASHNICK - Sear... f fee schedule fy 17.,. I O Microsoft Excel - Q... I EnWsionConne[t I ie �- Questys I - San Joaquin Count... I PERhPLtS at CDD ... I �G� 201BOS30 4445 ... I Des#op » S Q}J) 2:49 PM M <br />