Loading...
HomeMy WebLinkAboutPACIFIC ST 535 09/26/143. THE CONTRACTOR. SHALL. PROVIDE 'AND JNSTALLOTIFFENERS, BRACING, BACK—UP PLATESAND SUPPORTING BRACKETS REQUIRED FOR .THE INSTALLATION OF ALL CASEWORK, SHELVING DOORS AND"ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL AND MISCELLANEOUSEQUIPMENT. 4. WHERE NEW PARTITIONS ARE TOALIGN WITH EXISTING PARTITIONS, REMOVE EXISTING CORNER BEADS, ALIGN WITH EXISTING PARTITIONS, ADJUST FOR DIFFERENT THICKNESS OF GYPSUM BD. ATTACH NEW STUDS TO EXISTING STUDS -AND TAPE AND SPACKLE WITH NO VARIATIONS OR DISTORTION OF WALL SURFACE AT THE POINT OF TRANSITION. 5. ALL DRYWALL, UNLESS OTHERWISE INDICATED, SHALL BE 5/8" TYPE X GYPSUM BOARD. 5/8" WATER RESISTANT GYPSUM BOARD SHALL BE PROVIDED WITHIN REST ROOM 6. ALL NOISE BARRIER BATTS (SOUND INSULATION) SHALL BE NON—COMBUSTIBLE. 7. ALL FINISH MATERIALS SHALL BE PROTECTED AT ALL TIMES AGAINST SUBSEQUENT DAMAGE, UNTIL FINAL ACCEPTANCE BY OWNER AND TENANT. B. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL EQUIPMENT ROUGH IN REQUIREMENTS WITH MANUFACTURERS. 9. THE CONTRACTOR SHALL INSPECT EXISTING FLOOR SLAB THROUGHOUT AND PREPARE SURFACES FOR CARPET OR VINYL COMPOSITION TILE AS REQUIRED. ONCRETE REQUIREMENTS 1. ALL CONCRETE IN CONTACT WITH SOIL TO HAVE ULTIMATE COMPRESSIVE STRENGTH OF 4500 PSI WATER CEMENT RATIO OF 0.45 AND TYPE 5 CEMENT. 2. SLAB ON GRADE TO BE AT LEAST 4" THICK OVER 10 MILL WATERPROOF MEMBRANE AND 4" COMPACTED SAND WITH #3 RE—BAR AT 12" OC EACH WAY MIN ..�. iv. a nry . vr.•.. A-1 COVER/ PROPOSED SITE A-2 DEMO PLAN 9-3 --9E`IAtL-P6AN8-ANV­ELE STRUCTURAL ��PECIFIC -128TRS ECIFIC S- 3-3 STRUCTURAL DETAILS CONTRACTORS NOTES I SYMBOL ESPARTO PERMITS ARE REQUIRED FOR ELECTRICAL , PLUMBING AND MECHANICAL. ALL ELECTRICAL WIRING BETWEEN STRUCTURES TO BE BELOW GRADE ` ALL CONTRACTORS AND SUBCONTRACTORS MUST SHOW PROOF OF STATE AND CITY LICENSES f AND SHALL COMPLY WITH SECTION 3800 OF THE LABOR CODE REGARDING WORKERS' [. COMPENSATION. C,,:m,.,..p um,nupme�m Uapenmem cr,ue.cum of A MDM.0— ''{- ':..,owa.a �TM won hgn••nP,e,.•,,,•,•b.nce„•1.1 ant •n Mpe•,w C•Y i•I TnYn Misro.,celRnw,r�'n,�,rvry RlpaC YE 10� �* M Yn,6huciwN.1 ti,y,r _c(—'A, Raunp . p yyNRK• a R•. ,w,. M C—.y Dn•tlp— Dq--a,a• W bN mnn ?. o.��, na. wwror caw.mamarr•a.ap, ' TM y,1,7-11 . „u.s ,xN •Urrn.y •••cl ,M [r Mal a• yFa, n Q a .. rvpn w✓q nlal n0 au„ouM,pa M IM,IY of �.,...., wa, pz•, rrynr, q.c.,"w,s w w a •,rw . » ,. awww• axa,p. •,a w,amn u,a^m• a„ eje�,.'wrc c vk C No, a,0ILA -C L� !j�c� s v"? CIT( OF I, 6l'Irn^r off 0v:J This a t of . : ,s : sir • . kept on fll,e joh a1 nii ti.�&. - r+ unlawf it to n aF alterak,no on n-�nr� permic:;.on fir,, . h� L u 9d , r F i,'^., (' !y of Tustin. The r. specifi flons SI I I L Nl ' h-!,, +o prfrll.t o. he an +opro, -1 ,1 C.,- of any provisimis of AN)' Ci;y O,Onacce• State or Federal Low. APPROVED DATE C( -Z-&--14 BYaldb N N E. MAIN STREET O 1 7 VICINIT) APPROVED x COMMUNITY DEVELOPMENT DEP7 SEP � 6 2814 1. ; PLA NI G DIVIS'GN .. 3 Y: v"? CIT( OF I, 6l'Irn^r off 0v:J This a t of . : ,s : sir • . kept on fll,e joh a1 nii ti.�&. - r+ unlawf it to n aF alterak,no on n-�nr� permic:;.on fir,, . h� L u 9d , r F i,'^., (' !y of Tustin. The r. specifi flons SI I I L Nl ' h-!,, +o prfrll.t o. he an +opro, -1 ,1 C.,- of any provisimis of AN)' Ci;y O,Onacce• State or Federal Low. APPROVED DATE C( -Z-&--14 BYaldb N N E. MAIN STREET O 1 7 VICINIT) F SLIDING DRSI I closet I J STORAGE I ILI— � � II wCl I If II IL--�'------ I I I— 5/8" GB COVERED WALL SLIDING DR I I� Lr-- TI--- —=—��� II II II � III � A �I closet I� I �; it ACCESSORY BUILDING 2 D LIM O J 1141 SFG n II II ��closet LL 1\ IL 1fI=1J --�-- ----- F ------------- DEMO -- -----DEMO I EXISTING PATIO COVER I rniiorvnon I I -------- rKVrLKIT LINt ------------------------------ — rF— • EAR SETBACK 5' I I P'I�'I qI I r— — — — — — — — — — — -- II LL=====__�, z At I I :2 I Ld II EXISTING STORAGE SHED II j of p II TO BE REMOVED I INCLUDING SLAB AND FOOTINGS I I I II 631 SFG TO BE REMOVED II Z II II < DEMO oI I; I po 3 I II I II I II w z I II I II o I I z x Ln IZ C I m � � a p I 0- 0- J I � C) v m a N 5'—Q w 0. p EXIST'G TOPOGRAPHY & SITE DRAINAGE TO REMAIN I, d of w 0 F SLIDING DRSI I closet I J STORAGE I ILI— � � II wCl I If II IL--�'------ I I I— 5/8" GB COVERED WALL SLIDING DR I I� Lr-- TI--- —=—��� II II II � III � A �I closet I� I �; it ACCESSORY BUILDING 2 D LIM O J 1141 SFG n II II ��closet LL 1\ IL 1fI=1J --�-- ----- F ------------- DEMO -- -----DEMO I EXISTING PATIO COVER I rniiorvnon I I W Z K Li a- 0 d GARAGE -6" 1 I r O r I r o r r r r NEW TURF STONE DRIV WAY L- - - - - - - -- EXISTING STORAGE SHED I TO BE REMOVED INCLUDING SLAB AND FOOTINGS 631 SFG TO BE REMOVED I _ I 5' X 5' TURF STONE LANDING AT DOOR \ I I STUB UP FUTURE ELEC CONDUIT IN WALL �- EXIST'G TOPOGRAPHY & SITE DRAINAGE TO REMAIN - - - i r / r / r r r r r r r r r r r r F-------------� -� I r I I�XIS) I I I I I I r I I I I r I I I i r I I I FUTURE 21CAR GARAGE AND STUDIO r I 12 -0 I NOT A PART r I I I r i I I I r I I I I r I I I I r I I I I r I I I r I I IL--=----------J---------t I r I r I r I COURTYARD P1 1/2 CONDUIT FOR FUTURE ELECTICAL FROM MAIN TO GARAGE BELOW PAVING r Y a Ln Ln 0 r W m cn