The URL can be used to link to this page

Home My WebLink About10149370-72.pdfAFF. ABOVE FINISH FLOOR HRDW. HARDWARE ARCHITECTURAL PLANS ALUM. ALUMINUM H.V.A.C, HEATING, VENTILATING AIR CONDITIONING TITLE SHEET T-1 BLDG. BUILDING DISABLED ACCESS PLAN DA- I MAT, MATERIAL SITE PLAN SP-1 CLG CEILING MFR. MANUFACTURER SITE DETAILS SP-1.1 CLR, CLEAR MUL. MULLION DEMOLITION PLAN A-0 CMU. CONCRETE MASONRY UNIT MTG. HT. MOUNTING HEIGHT FLOOR PLAN A-1 COL. COLUMN EXTERIOR ELEVATIONS A-2 ROOF PLAN A-3 A AL CONTR. CONTRACTOR NA.C. NOT IN CONTRACT BUILDING SECTIONS A-4 NO. NUMBER WALL SECTIONS A-5 DET. DETAIL N.T.S. NOT TO SCALE DETAILS A-6 DF DRINKING FOUNTAIN ZA DIAG. DIAGONAL ENLARGED PLANS A-7 L L !C JE DR. DOOR O.C. ON CENTER REFLECTED CEILING PLAN UTILITY PLAN A-8 DWG. DRAWING OPP. OPPOSITE DETAILS / DOOR SCHEDULE A-9 ENLARGED RESTROOM PLAN A-10 ELECT. ELECTRICAL REQ'D REQUIRED LANDSCAPE PLAN L-1 ELEV. ELEVATION REV. REVISED E.D.F. EXISTING DRINKING FOUNTAIN R.O. ROUGH OPENING STRUCTURAL PLAN E.O.S. EDGE OF SLAB EQ. EQUAL SECT. SECTION GENERAL NOTES 3-1 E.W.C. ELECT. WATER COOLER S.C.W. SOLID CORE WOOD FOUNDATION PLAN AND FLOOR PLAN S-2 S.S. STAINLESS STEEL ROOF FRAMING PLAN AND DETAILS S-3 RE RENO Sim. SIMILAR w I -ON I�L TAw' VAT'90 ARCHITECUT URRAL 0EMR-t." CTURAL F,E.C. FIRE EXTINGUISHER CABINET SECTIONS S-4 t F11ACUl't�IKEPTED FORR F.F. FINISH FACE THK. THICKNESS DETAILS S-5 FIN, FINISH -6 DETAILS S F.O.T. FACE OF TILE oL TYP. TYPICAL HARDY DETAILS AND NOTES S-7 il gzy n-ATE PFr% 17'S,ARUIE.RE; R F.V. FIRE VALVE Af4flTfN!G, L DETAILS 5-8 ELXCVRNIC�AL, PLLJNMHE57HNFG & FNEECHANICAL PLANS I UNDER CABINET AV- 11hu -ket , plansand sparafficalionc wiwlt b q , th jai e kept On a ja GA. U.O.N. UNLESS OTHERWISE N IL Avow at ail 'dx!��l and it Is uniza"dul to reiaRa any changes or G.C, GEN�J�AL CON OR NOTED L4q rl Lk from the 4n, sa,�jje, kqft pormission I GL. GLX PERN41171YP P usa G *2i17Lj q o i GYP. BD. GYP T_'!" E: ELECT Ana. Y VINYL COMPOSITION TILE MECH GRADING Tho acra,7 ECIIIP SHALL NOT HT v 0 VOLT W) 1474 bA he'le, ,o pqrnift o�, bo an am, nd of the violation of any � DroERIFY IN FIELD Pl H.M.MHOLLOW METAL rT V.I.F. APPNqL Qzl r State Lvw- wns of ANY Cily Ordh!" CS 0 HR. Occ, GROUF WITH v W/ )NSTH, 119'1, Vasi o Awepw aq� WIDTH ,Is _11'jkNSFEP 7_,',' - I 'TION_ 11 - " 16 CODE ED� 01 F41000 ZONE-___A��_ FLO= ZONE CERTIR REQ'D YES )INTAC"'r - ------ _z,S Amp VALc j vd , 111CROFILMI YE NO e 667-2,11 K) QL, V A lAfk7 R ES NO S 0 -CH C111 a n Street "MOM All, 2701 Santa Ana C a4 fo m,140 a 9 0 b ore n il t1equired r1a:q St olff CEJ11 A B B R E Xv/ I AT 10' N S' tw-'It A N I N D E A" GENERAL NOTES FIRE DEPARTMENT NOTES ACC ES51BLE NOTES OWNER. JEWEL PLAZA, LLC MR. RON NOVINI 1. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AJA 1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. THE GENERAL CONTRACTOR 1, THE SCOPE OF THE WORK AS INDICATED WITHIN THESE DRAWINGS SHALL SECTION NUMBER CENTER LINE PRESIDENTr DOCUMENT A 201, LATEST EDITION SHALL BE CONSIDERED A PART OF THESE TO SCHEDULE THE INSPECTION IN ADVANCE, PRIOR TO OCCUPANCY. VERIFY CONFORM TO THE CALIFORNIA BUILDING CODE, UNIFORM BUILDING CODE, SHEET NUMBER 7661 CENTER AVENUE DOCUMENTS AS IF BOUND HEREIN. ADVANCE NOTICE WITH EACH CITY, COUNTY OR STATE. AMERICANS WITH DISABILITIES ACT AND TITLE 24 REQUIREMENTS. BUILDING 48, SUITE 300 2. FIRE SPRINKLERS SYSTEMS SHALL BE PROVIDED PER C.B.C. AND U.B.C. ' 2, REFER TO DETAILS FOR REFERENCE FOR NEW OR DESIGNATED EXISTING TO HUNTINGTON BEACH, CALIFORNIA 92647 2. "ARCHITECT" AS USED IN THESE DOCUMENTS REFERS TO: DMC ARCHITECTURE, STANDARD 39-1 AND N.F.P,A. STANDARD 13 TO PROTECT THE ENTIRE BUILDING. BE RELOCATED LIGHT SWITCHES, THERMOSTATS, ELECTRICAL AND TELEPHONE 3700 CAMPUS DRIVE, SUITE 102 NEWPORT BEACH, CALIFORNIA. FIRE PROTECTION SYSTEMS SHALL BE IN PLACE AND OPERATIONAL PRIOR OUTLETS, FIRE LIFESAFETY AND OTHER DEVICES, ETC. INSTALLATION HEIGHTS T 714.892.9299 AND OTHER REQUIREMENTS. A- F i'714.903.701 1 TO THE OCCUPANCY OF THE BUILDING. ELEVATION NUMB ALIGN FINISH SURFACES 3, ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL APPLICABLE 3. THE MAXIMUM TOTAL THRESHOLD HEIGHT SHALL NOT EXCEED ER CODES, REGULATIONS AND REQUIREMENTS FROM THE APPROPRIATE 3. THE PROJECT SHALL COMPLY WITH PROTECTIVE SIGNALING SYSTEM STROBE GED 1 2" TOTAL MAXIMUM RANd AGENCIES HAVING JURISDICTION OVER THE PROJECT. LIGHTS PER CHAPTER 72, SECTION 14 OF THE UNIFORM FIRE CODE VERTICAL HEIGHT CHANGE WITH 1/4- MAXIMUM VERTICAL E AT EDGE. SHEET NUMBER CHANGES IN LEVEL BETWEEN 1/4" AND 1/2' SHALL BE LEVELED WITH A SLOPE 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL 4. FIRE LIFE SAFETY AND FIRE SPRINKLER PLANS SHALL BE SUBMITTED BY THE OF NO GREATER THAN 1:2. ARCHITECT .. . . . . . . . . . . . . DMC ARCHITECTURE REQUIRED PERMITS AND SHALL SCHEDULE INSPECTIONS AS REQUIRED AT GENERAL CONTRACTOR TO THE BUILDING AND/OR FIRE DEPARTMENT FOR 4. ALL EXIT DOOR HARDWARE SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY OTHER SPECIAL KNOWLEDGE OR EFFORT AND SHALL BE 3700 CAMPUS DRIVE, SUITE 102 REVIEW AND APPROVAL PRIOR TO THE COMMENCEMENT OF WORK. CONTRACTOR PUSH-PULL ACTIVATING BARS OR ANY NEWPORT BEACH, CALIFORNIA 92660 INTERVALS DETERMINED BY THE BUILDING DEPARTMENT, OPERABLE BY THE USE OF PANIC BARS, PUSH TO PROVIDE (3) SETS OF DRAWINGS TO BUILDING AND/OR FIRE OTHER DEVICE NOT REQUIRING GRASPING OR TWISTING MOTION. LOREN J. DELLA MARNA AIA 5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR EXAMINING THE 5. PLANS AND CONSTRUCTION SHALL COMPLY WITH C.B.C. SECTION 1013 AND 5. THE UPPER APPROACH AND LOWER TREAD OF INTERIOR STAIRS SHALL HAVE DOOR NUMBER CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRMING THAT THE 1013.4 FOR EXIT SIGNS. A CONTRASTING STRIPING OF 2- MINIMUM IN WIDTH WITH A MAXIMUM OF I FROM mv_ T 949.261,2324 WORK REPRESENTED IS FEASIBLE PRIOR TO COMMENCEMENT OF 101315 THE TREAD NOSE OR LANDING. F 949.261.7271 CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OR TENANT IMPROVEMENT COORDINATOR IN WRITING PRIOR TO 6. LIFE SAFETY SPEAKERS SHALL BE CLEARLY AUDIBLE. SPEAKERS AND SHALL 6. ALL CONTRASTING STRIPS SHALL BE AT LEAST AS SLIP RESISTANT AS THE THE COMMENCEMENT OF WORK OR RELATED WORK. BE TESTED IN THE PRESENCE OF A FIRE INSPECTOR PRIOR TO INSTALLATION. TREADS OF THE STAIRS. KEYNOTE SYMBOL 7. THE CLEAR WIDTH OF ACCESSIBLE DOORWAYS SHALL BE 32' MINIMUM. ERSTAD ENGINEERING, INC. 7. ALL ADDITIONAL FIRE SPRINKLER SYSTEMS INSTALLED IN HIGH RISE BUILDINGS 6. ALL WORK NOTED N.I.C. OR NOT IN CONTRACT IS WORK OR EQUIPMENT THAT SHALL BE MONITORED BY THE LIFE SAFETY SYSTEM INCLUDING AREA SMOKE 8. THE BOTTOM 10" OF ACCESSIBLE DOORS SHALL BE SMOOTH AND UNINTERRUPTED GERALD L. ERSTAD IS TO BE PROVIDED BY OTHERS OTHER THAN THE GENERAL CONTRACTOR DETECTORS. AND SHALL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST STRUCTURAL ENGINEER AND IS NOT CONSIDERED TO BE APART OF THE CONSTRUCTION DOCUMENTS. WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. REVISION NUMBER THE GENERAL CONTRACTOR SHALL COORDINATE WORK WITH OTHER 8. SMOKE DETECTORS SHALL BE PROVIDED WITHIN SUITE AS REQUIRED BY LOCAL 8 VENDORS AS REQUIRED OR NOTED ON THE DRAWINGS. CODES AND SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 9. THE MAXIMUM EFFORT REQUIRED TO OPEN INTERIOR DOORS SHALL BE 5 POUNDS . . ... 301 E. GLENOAKS BLVD., SUITE 0 9. FIRE DEPARTMENT APPROVED 2A 10 BC MINUMUM RATED FIRE EXTINGUISHERS MAXIMUM PRESSURE. EXTERIOR DOORS MAXIMUM EFFORT IS 8 1/2 POUNDS MAXIMUM GLENDALE, CALIFORNIA 91207 7. ALL REQUESTS FOR SUOSTITIONS OF SPECIFIED ITEMS SHALL BE SUBMITTED SHALL BE LOCAATED EVERY 75 FEET OF TRAVEL DISTANCE TO AND PRESSURE. THE MAXIMUM PRESSURE FOR FIRE DOORS IS 15 POUNDS MAXIMUM TO T 818.244.8811 EXISTING DOORS TO REMAIN SHALL TARGET INDICATES CATES TO ARCHITECT IN WRITING. ARCHITECT IS NOT RESPONSIBLE FOR THRUOGHOUT SUITE SPACE. _�v F 818.244,8262 DETERMINING OR PROVING THAT A SUBSTITED PRODUCT, ACCESSORY, ETC. 10. ALL LATCHING AND LOCKING DOORS THAT ARE HAND OPERATED SHALL BE WHERE PLAN IS BROKEN IS INFERIOR, EQUAL OR SUPERIOR TO SPECIFIED ITEM. SUBSTITED ITEMS WILL 10. ONE HOUR RATED CORRIDORS SHALL BE CONSTRUCTED OF ONE HOUR OPERABLE WITH A SINGLE EFFORT. OR DIMENSIONING STARTS BE CONSIDERED ONLY IF IT BETTER FACILITATES A DELIVERY DATE, LOWER CONSTRUCTION WITH DOOR OPENINGS PROTECTED WITH A 20 MINUTE RATED, 11. ALL OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" TO 44" ABOVE PRICE, ETC. WITHOUT A SACRAFICE TO THE OVERALL QUALITY, SELF CLOSING AND LATCHING HARDWARE ASSEMBLEY WITH APPROVED SMOKE FINISH FLOOR, APPEARANCE OR FUNCTION OF THE ITEM. SEAL AND THRESHOLD. 12. DOOR CLOSERS, IF USED, MUST BE SET IN ORDER TO ALLOW AT LEAST THREE 11. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE SECONDS TO CLOSE FROM AN OPEN POSITION OF 70 DEGREES TO WITHIN 3" OF 8. THE GENERAL CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH OF A KEY OR ANY OTHER SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING LATCH. REFERENCE SYMBOLS PROJECT TEAM DELIVERY DATES FOR ORDERS OF MATERIALS OR EQUIPMENT HAVING LONG DEVICES SHALL BE APPROVED TYPE PER SECTION 1004.3 OF THE C.B.C. 13. PROVIDE MINIMUM CLEARANCES AT DOORS PER SECTION 1004.9.2.3A OF THE C.B.0 99===bb LEAD TIMES. 12. EXIT AILES SHALL MAINTAIN A MINIMUM OF 44' CLEAR WIDTH TO A PUBLIC WAY. 14. PROVIDE MINIMUM LATCH SIDE CLEARANCE ON PUSH SIDE OF DOOR PER 9. GENERAL CONTRACTOR TO SUBMIT THREE (3) SETS OF BWELINES AND ONE SECTION 1004.9.2.3A OF THE C.B.C. (1) SET OF REPODUCIBLES TO ARCHITECT FOR REVIEW OF ITEMS INCLUDING 13. ALL HAND ACTIVATED HARDWARE SHALL BE INSTALLED AT 30' MINIMUM AND 15. ALL CARPET OR CARPET TILES SHALL BE SECURELY ATTACHED AND HAVE A PROJECT STONE WORK, MILLWORK, METAL WORK, DOOR HARDWARE, EQUIPEMENT 44" MAXIMUM ABOVE THE FINISHED FLOOR. LEVEL LOOP, TEXTURED LOOP OR LEVEL CUT PILE NOT TO EXCEED 1/2- IN HEIGHT. BUILDING CODES: UBC 1997, CBC 2001, UPC 2001, UMC 2001, NEC 2001, AND STRUCTURAL WORK. SHOP DRAWINGS TO INCLUDE DETAILS, 14. ALL DOOR HARDWARE TO BE LEVER OR PUSH/PULL HARDWARE. 16. ALL EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES CEC 1998, FEDERAL A.D,A. SITE FABRICATION INFORMATION, SETTING DRAWINGS DIAGRAMMATIC AND SHALL HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. DRAWINGS AND MATERIAL AND/OR FINSIH SCHEDULES. LOCATION, 15. THE MAXIMUM OPENING EFFORT TO OPEN A DOOR SHALL NOT EXCEED 5 STATE BUILDING CODE "TITLE 24 PART 2" ORIENTATION AND QUANTITIES OF ALL ITEMS SHALL BE CLEARLY DEPICTED. POUNDS FOR INTERIOR DOORS AND 8.5 POUNDS FOR EXTERIOR DOORS, 17. SANITARY FACILITIES SHALL HAVE IDENTIFYING SIGNAGE LOCATED AT THE DOORWAY TO THE FACILITY AND AT THE WALL LOCATED ON THE WALL AD ACENT J NO WORK SHALL COMMENCE OR BE INSTALLED PRIOR TO WRITTEN PER C.B.C. CHAPTER 10. APPROVAL OF SUBMITTED DRAWINGS BY DIVIC ARCHITECTS TO THE LATCH SIDE OF THE DOOR. ALL SIGNAGE SHALL CONFORM TO C.B.C. 16. ALL EXIT LIGHTING SHALL BE 6" X 3/4" STROKE LETTERING ON A CONTRASTING SECTION 11158.5, 1117B.5.1-11178,5.6.3. 10. ALL MATERIALS AND PRODUCTS SHALL BE INSTALLED ACCORDING TO BACKGROUND PER C.B.C. CHAPTER 10. BUILDING TYPE: TYPE V-N NON -RATED, NON-SPRINKLERED E. FIRST ST, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL VISIT THE PROJECT SITE SCOPE OF 17. ILLUMINATION ALONG THE EXIT PATH SHALL BE PROVIDED GIVING A VALUE WORK AND CAREFULLY EXAMINE THE EXISTING CONDITIONS AND PROPOSED OF ONE FOOT CANDLE AT FLOOR LEVEL PER C,B.C, CHAPTER 10. SCOPE OF WORK AS INDICATED ON THESE DRAWINGS. CONDITIONS OR DISCREPANCIES NOTED IN THE FIELD CONDITIONS OR DRAWINGS SHALL BE 18. ALL STORAGE, DISPENSING OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS, OCCUPANCY: GROUP 8 Uj BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AS SOON AS FLAMMABLE GASSES AND HAZARDOUS CHEMICALS SHALL COMPLY WITH THE 3: z UNIFORM BUIDUNG CODE, EPA AND AQMD REQUIREMENTS. 0 THEY ARE DISCOVERED. 19, CONTRACTOR TO PROVIDE PROTECTION AND BARRICADES AS REQUIRED BY LL w THE BUILDING DEPARTMENT IN AND AROUND ALL AREAS THAT HAVE BEEN &6 PERMITTED SEPARATELY. AREA OF CONSTRUCTION: +/- 5,706 S.F. W� FADDEN ST. z 20. ANY DECORATIONS, CURTAINS, DRAPES, ETC. USED SHALL BE NON COMBUSTIBLE Mc OR TREATED WITH A FLAME RETARDANT IN AN APPROVE MANNER PER TITLE 19, 21. THE MAXIMUM FLAME SPREAD RATING FOR MATERIALS SHALL COMPLY WITH DEFERRED SUBMITTALS (SEPARATE PERMITS): TITLE 24, CCR CHAPTER 42. 1, CANVAS AWNINGS 2, TRASH ENCLOSURE C E. EDINGERAVE, z- r% 3. SIGNAGE JUN 0 9 2005 City Of Santa Ana - ----- ---- - %C:`;*ENERAL NOTES BU`1LD112N`G INFORMATION 'VICINITY MAP NOT TO SCALE ------ ----------- - ---- --- ------ 3700 Campus Nve Suite 102 1 1030 Main Street Santa Ana, California 92701 RESERVES ITS COMMON LAW COPYRIGHT IN THESE DOCUMENTS. THEY ARE NOT TO BE REPRODUCED, COPIED, CHANGED OR MODIFIED, NOR ASSIGNED TO ANY THIRD PARTY WHATSOEVER, WITHOUT THE WRfMN CONSENT OF D M c Architecture map R A_ I I 'a JOBNO.: 04010 CAD FILE NAME T-l.DWG DRAWN: D.A.E. APPROVED: L. D, M. SCALE: NONE DESCRIPTION: TITLE SHEET SHEET - "Now DM,c Architecture 3700 Campus Drive Suite 102 ip, 92660 Tel 949.2612324 Fax 949.261.7271 f DMc Architecture RESERVES ITS COMMON LAW COPYRIGHT IN THESE DOCUMENTS. THEY ARE NOT TO BE REPRODUCED, COPIED, CHANGED OR MODIFIED, NOR ASSIGNED TO ANY THIRD PARTY WHATSOEVER, WITHOUT THE WRITTEN CONSENT OF D M c Architecture WESCRIPTION: #ISABLED ACCESS 1LAN H.C. SIGN "12 - 3'-O� 1/2- RADIUS SIGN EDGE WHITE SYMBOL BLUE BACKGROUND 17" X 22- X 1/4" REFLECTORIZED SIGN TO BE CONSTRUCTED OF PORCELAIN STEEL W/ BEADED TEXT OR EQU., PER CBC 129B.5 MOUNT SIGN TO STEEL PIPE WITH (2) 3/8" DIA. BOLTS THRU PIPE VAN ACCESSIBLE DESIGNATION 2" SQUARE ANODIZED ALUMINUM PIPE PIN WITH PEENED ENDS PIPE SLEEVE CONCRETE FOOTING FOR SLEEVE LOCATE EMBLEM IN HORIZONTAL CENTER OF STALL -f:n Prlpnrp AND SYMBOL OVER BLUE BACKGROUND COLOR TO COLOR TO MATCH FEDERAL STANDARD 595 A. COLOR NUMBER 15090, - REF31 R TO C.B.C. SECTION 3105 (E) 2., 31071 (C) AND FIGURE 31.6 FOR TYP. SYMBOL NOTES AND PROPORTIONS. a-T-Am 20 '\ \SP_ 1/ TYP. ACCESSIBLE SIGNAGE, SEE PLAN FOR LOCATIONS NEW NON —SLIP CONCRETE WALK AND RAMP Do NEW CONCRETE WHEEL STOP, TYP. AT ACCESSIBLE STALLS, SEE PLAN 0 03 BLUE PAINTED ACCESSIBLE I PARKING STALL, TYPICAL "BLUE PAINTED FLAT LEVEL LANDING/ ACCESS LANE 19 SP_ ij ACCESSIBLE PARKING TYP. SPACE EMBLEM TYP. VAN ACCESSIBLE I MAXIMUM CROSS SLOPE SLOPE = 2% zwv- 011 MAIN STREET EXISTING CONCRETE SIDEWALK. EXISTING CONCRETE DRIVEWAY APPROACH TO REMAIN, El EXISTING OFF SITE FIRE HYDRANT LOCATION. El EXISTING UTILITY POLE TO REMAIN. F5] EXISTING STREET TREE (OFF SITE) TO REMAIN. DMC F61 LINE OF EXISTING STRUCTURE TO REMAIN, SEE SHEET A-1 FOR ADDITIONAL INFORMATION. kchitecture 71 LOCATION OF ELECTRICAL UTILITY CLOSET, SEE SHEET A- 1 FOR LOCATION. 3700 Campus Drive LINE OF EXISTING CONCRETE DRIVEWAY APRON TO BE DEMOLISHED. Suite 102 Newput Beach, California F91 NEW. COLORED CONCRETE SIDEWALK AND APRON, PER CITY OF SANTA 92660 C ANA STANDARD PLAN NUMBER, 1112- 10 NEW BELOW GRADE PARKWAY DRAINAGE CULVERT PER CITY OF SANTA Tel 949.2612324 ANA STANDARD PLAN NO. 318. DEMOLISH AND REMOVE CURB AS Fax 949.261.7271 REQUIRED. 11 NEW CMU TRASH ENCLOSURE PER CITY OF SANTA ANA MUNICIPAL CODE, SEE ENLARGED PLAN. F 121 EXISTING CONCRETE WALK TO BE PATCHED AND REPAIRED AS REQUIRED. 13 EXISTING CONCRETE WHEEL STOPS TO BE REMOVED. PATCH AND REPAIR SURFACE, � 0 A C_ /Y 141 EXISTING CMU TRASH ENCLOSURE TO BE DEMOLISHED. REPAIR SURFACE DEQ,4 V� AS REQUIRED. 1,51 NEW ADA/CBC ACCESSIBLE PARKING STALL. #C 21632 F 161 RELOCATED OR NEW CONCRETE WHEEL STOPS, SEE Exp 07 F171 NEW CONCRETE CURB, SEE P-1. 18 NEW LANDSCAPED PLANTER VAR, SEE PLANTING PLAN, SHEET L- 1. F C pA,\-\ 19 NEW STANDARD PARKING STAW, STRIPING PER CITY OF SANTA ANA PARKING STANDARD, SEE /1' 2 -4 --------- 4- �P— 1.) 14 laza LL& n2O NEW ADA/CBC ACCESSIBLE SIGNAGE AT PF,PERTY ENTRANCE, SEE EDA i Jewel F211 NEW ACCESSIBLE STALL SIGNAGE, SEE (22), SID 221 NEW DRAINAGE DOWN SPOUT LOCATION, SEE ROOF PLAN,. SHEET A-3. [ Retail 23] LINE OF BUILDING BELOW. 241 NEW MONUMENT SIGN (N.I.C.) LOCATION. Renovation 251 NOT USED DIRECTIONAL ARROW AT DRIVEWAY PAVING SURFACE. 27 NEW 6" THICK CONCRETE APRON, SLOPE 1/4":1 '-o" FOR DRAIN. 1030 Main Street 28 EXISTING WATER METER LOCATION. Santa Ana, California 92701 291 EXISTING GAS METER LOCATION. 30 EXISTING SEWER CLEAN OUT. F 311 EXISTING HOSE 6168 LOCATION TO REMAIN, REWORK AS REQUIRED. D M c Architecture 32 EXISTING PUBLIC TELEPHONE TO BE REMOVED. RESONTS ITS COMMON 1AW COPYRIGHT IN THESE DOCUMENTS. THEY ARE NOT TO BE REPRODUCED, COPIED, CHANGED OR AWIGNANY F33] 3'-MODIFIEDED TO 0" x 3'-0" x 4" THICK CONCRETE PAD LANDING AT MANDOOR TO PARTY VMTSOEVER WITHOUT THE THIRD TRASH ENCLOSURE. WRITTEN CONSENT OF D M c Architwkire 3 AC SIB PAT F T EL SUITE. [35] NEW CONCRETE STEPS WITH DETECTABLE WARNING AT TREAD/NOSING, SEE 7 P-1. 36 NEW 1 1 2" DIA.. MAX. STEEL PIPE HANDRAIL, CORED INTO CONCRETE t SLAB, SEEDATE t,`�4 V P__ 1—T, 09114/04 Ili Si F371 CURB AND SIDEWALK AT EXISTING DRIVEWAY TO BE DEMOLISHED . Sy AND REWORKED FOR DRIVEWAY EXPANSION, THIS AREA, NEW CONCRETE 04129/05 131 DFWIS'SUE A APRON, CURB AND GUTTER PER CITY OF SANTA ANA STANDARD PLAN 05/25/05 BLDG DEPT CORR. AY NUMBER 1112. 0 1 6/15105 BILD [38] NEW LEVEL CONCRETE LANDING AT DOOR, SEE SHEET A-1. MAXIMUM CROSS SLOPE IS 1/4- PER FOOT (2%). 03)03/06 OWNER REVISION SITE PLAN INFORMATION SITE AREA = ±12,594 S.F. BUILDING AREA = ±5,925, S.F. SITE COVERAGE = 47% LANDSCAPE REQUIREMENTS REQUIRED 14% OF SITE AREA 1,763 S.F. kP 4 Pp'$TTrN , E: Awb G6 1 W& OB q p ! t Z1JJ D ING (1) VAN ACCESSIBLE Q§ Z) Z5 7"he, Stomp- 0'- C M A A, A� "o '�§-)VA� 0AR 3 Nffi 6� CAY 01 I SITE PLAIN NOTES JOBNO.: 04010 CAD FILE NAME SP-l.DWG DRAWN- D.A.E. APPROVED: L.D.M. SCALE: Su. DESCRIPTION* SITE PLAN 14 11 SITE PROPERTY LINE P 1. P 1, CORNICE @ WALL-1 PREFABRICATED TYP. P. TYP. TYP. BUILDING PILASTER, T.O.W, — T I a SEE ELEVATIONS INTERIOR T,O.D. 3 T.O,D. TEMPERED GLASS STOREFRONT DOOR DO WITH TEMPERED P—ij NEW CONCRETE SIDELIGHT co ��i - 1. 1 0 TREAD/RISER WITH (0 VISUAL STRIPPING, 177 : _E -w SEE —`1 17 ri 8 F D. SCORE LINES @ WALK 1 1/2" DIA. PIPE HANDRAIL 0 NEW CONCRETE SIDEWALK, A. B. WITH VERTICAL SUPPORTS, STEEL MAN DOOR METAL ROLL UP 8"x8N16" PRECISION SEE SITE PLAN SEE AND ELEVATIONS @ ENCLOSURE A, r7 ,V DOOR, SEE DOOR BLOCK SCHEDULE LOCKING HARDWARE NOTE G ALL PRECISION BLOCK. TO BE PAINTED WITH ANTI—GRAFITTI PAINT. SEE FINISH LEGEND FOR SPECIFICATIONS. NEW PLANTER AREA SCALE SCALE SCALE *_jH LNU U U r% Lr --- IKU U Zj (CD "Em &*%TAIr-% AN 'ITE as TRA% L."I 11y-%E ELEVATI'e%& ate% 1/4"== V-0" 12. ENI Ar 1/4`_11 Ot 1w C PARKING AREA 1 1/2- DIA. PIPE UNITS CAP @ CMU. 0 JOINTS WITH EE SITE PLAN — HANDRAIL— GRIND PREFABRICATED 22 GA. G.I. TOP RIVEWAY/G CONCRETE MASONRY CORNICE TOP FLASHING SEAM ONCRETEAPRONREFUSE BIN WALL WELDS SMOOTH ROLL UP DOOR MASTIC TO FACE GSM COPING W/ 1 1 1A "_1 1/2 VERTICAL PIPE SUPPORT & PAINT PER MFR. LAPPED JOINT 0 A SEE"PLAN ONCRETE PAD f 12W\ LOCKABLE METAL MECHANISMRECOMMENDATIONS FACES OVER 15 EE SITE PLANCONCRETE SLAB I.;r ROLL UP DOOR CORNICE BY LB. FELT @ WOOD SEE PLANALSCO "CONTOURS" SCREW INTO UNE OF CORNICE 7 "FRIEZE"V SLOPE 1/4"=V-0" HORIZONTAL SLOTTED NEW PIPE SLEEVE IMBEDDED ABOVE INTOCONCRETESLAQ, SEALMOUNTING HOLES @ 24" O/C AT CONCRETE WITH OUR ROCK"T.O. EPDXY (OR EQUAL).CMU WALL AT MAI ENCLOSURE RAIL A LCONCRETE CURB 7 AND SLAB P-1 12" 1/2" DIA. EXPANSION BOND BEAM 0 10 J)BOLT WITH WASHER TOP W/ (2) #5'S 0 P—ij @ 36" O/C. COUNTER— HORZ. 0 BOND 1F.& SINK AT 2x PT. WOOD BEAM 4x6 P.T. WD. BUMPEk . ................- ---------- ..................... ........ NAILER GUARDS. FASTEN TO T.O.D.CMU WALL, SEE.. .... CMU WALL WITH 1/2DIA. x 6 L. ANCHOR METAL DOOR GUIDES, PLANL J BOLTS W/ EXPANSION3 BARS 12" ....... PAINT TO MATCH CMU #5'S VERTICAL 7=2 MIN. CLR. SHIELD @ 16O/C, O/C EACH WAY— .. ... 0 24" O/C STAGGERED —11" MIN.TOOLED EDGE W/ . .. ... (OR NEW CONCRETE SLAB.1/2 EXISTINGSEE PLAN FOR LOCATION. 5 NOSE BAR �LQTE� CAULK ALL JOINTS, 12C INSTALL DOOR PER MFR.POUR IN PLACE RECOMMENDATIONS. TYPICAL.P_1. CONC. STEPS W/"10LIGHT BROOM - A - SCALE llSCALEFINISH 1-0)) )Ip t ""'"I-0)'1 1/2" `%r%P*%6"'I1 1/2 —0, pAft, 1A, 1 / 2 = 1 -1ilo It wAL4 CONT. T&BPREFABRICATED10 011/2- EXP. JOINT CORNICE, SEE1/211/__ '0CLR.C14LINE OF PLANTER 2x P.T. NAILER % 1. FLOOR OF CULVERT P_77 1 - — TO BE TROWELED FACE OF CURB OR CURB BEYONDT.O1W. n; SMOOTH FINISH. 01) EDGE OF WALK (2) #5'S @ BOND_j EQL 4' EQ FINISH CONC. SEE PLAN BEAM 2. ALL EXPOSED METAL 8" CMU WITH #4 SHALL BE GALVANIZED 0 #5'S VERTICAL @—HORIZONTAL 0 32" AFTER FABRICATION, O/C 11O/C SOLID GROUT, ALL EXPOSED CAST TYP. PAINT FINISH A —A IRON FEATURES SHALL ANGLE HAVE A BITUMINOUSNOTES: INTERIOR STEEL FACE NEW OR RELOCATED TOP OF OPENING 200 CONCRETE ENCASING COATING. CONCRETE WHEEL 1. SEE CIVIL DRAWINGS FOR NUMBER AND HEIGHT _1@ @ CULVERT SLOPE 1/4" PER 0STOP. SECURE TO OF RISERS, SEALANT AND BACKER Q_ FT. MIN. 3. CONCRETE SHALL BE 1 10" 71—W14x6 PT WOOD 560—C-3250. 00 A/C PAVING ROD, TYP. EACH SIDE U) BUMPER GUARD #3 V BARS 0 7- O/C, W A 1006.16.2.1 AS FOLLOWS: HAVE SMOOTH, ROUNDED 0 CONC. CURB -2. ALL TREAD SURFACES SHALL COMPLY WITH SECTION 0 D 0 CONT. 0 INSIDE LENGTH 2' 3" 4e TOP OF INLET OR CHAMFERED EXPOSED EDGES, AND HAVE NO --- ITH ADJACENT ABRUPT EDGES AT THE NOSING. Uj toSURFACE.SHIM, AS REQUIRED STRUCTURES SHALL BE HOLLOW METAL DOOR NEW 4" W. WHITE PAIN! 3. WARNING STRIPS MUST BE CLEARLY CONTRASTING FRAME COLOR FROM ADJOINING SURFACES. THE STRIP (n AF.G. _j 5. ALL WORK SHALL STRIPING AT PARKING �3MUST BE MADE OF A MATERIAL THAT IS AT LEAST COMPLY WITH CITY OF AREA, SEE PLAN FOR AS SLIP RESISTANT AS THE OTHER TREADS OF THE SANTA ANA, CULVERT STALL LOCATIONS MDO STANDARD NO. 318. 00 MIN. EMBEDSTAIR. (PAINTED STRIPS ARE ACCEPTABLE).DOOR, PER SCHEDULE 2'-0"#5 FOOTING DOWELS @ 24- O/C W/ 6" A24" 8t1 6" 8P61PSCALE A 9 9-% e% I I SCALE IL I SCALE SCALE SCALE )P=V_0)) aING 2 11 #'"_0VI x . w""ON'. 17 ^TRIF1/4"= 1 1-0122 3))=1 1—O)lNEW DIRT INFILL ALTERNATE: EPDXY ADHESIVE MAY BE UTILIZED INSTEAD NON —SLIP CONCRETE SEAL -ANT AND BACKER OF REBAR FOR CONCRETE SLAB INSTALLATION. O, P. EACH SIDESTEP/TREAD, SEE STEEL DOOR GUIDE NEW CONCRETE CURB SITE PLAN INSTALL PER MFR. AT EXISTING PAVED AREA. SHIM, AS REQUIRED RECOMMENDATIONS, SAWCUT AND REMOVE CONTRASTING STRIPING HOLLOW METAL DOOR FRAME PAINT EXISTING PAVINGPRE CAST CONCRETE WHEEL STOP AT STAIR TREAD WITH WITH REINFORCING. SEE SITE PLAN SEE PLAN,III1/4" x 1/4" GROOVES DOOR, PER SCHEDULE EXISTING A/C PAVING 7 1/2- FOR LOCATIONS. (RE SLURRIED)2 3/41'1 1/2" REBAR 2 0.-441RADIUSED NOSING @ CTREAD RISER, TYPICAL Z �/xAC PAVING OR CONCRETE SLAB .. r_—_ a f`` f\` f\�j`�� =_ e r r BASE L- — — — — -- NO. 5 NOSE BAR, CONTINUOUS 4@ LENGTH OF TREAD/RISERNATURAL GRADE 8$ySCALE A A A A r% SCALE SC15�P—iTYRECIJSIONj-04 AT A K A SCALEe%P JAMrw.% Ulm K R-%B TNTIP. Ct�%NC. WHEEL STU 1 SCALE 1 MAN ra"'A 31 1 ReLL R 9. NEW C"C"'ETE 5. 6 1 1/2 0 ZSTAIP" NO'"" L Uutj JAMM U U UUUK UUK AAL -- ---- --------- — ------- r— R A/ #C 21632 01 31 07 I 1030 Main Street Santa Ana, California 92701 DrMc Architecture RESERVES ITS COMMON tAw COPYRIGHT IN THESE DOCUMENTS. THEY ARE NOT TO BE REPRODUCED. COPIED, CHANGED 09 'MODIFIED, NOR ASSIGNED TO ANY THIRD PARTY WHATSOEVER, WITHOUT THE WRITTEN CONSENT OF D M c Architecture *ATE ISSUE 09114/04 ISSUE TO ENGR 04129/05 BLDG DEFT ISSUE 05125/05 BLDG DEPT CORR. 06115/05 BLDG DEPT CORR 03)03/06 OWNER REVISION JOB NO.: 04010 CAD FILE NAME SP-1.1.DWG DRAWN- D.A.E. APPROVED: L.D.M. SCALE: SHOWN DESCRIPTION: SITE DETAILS SHEET: pow 1 f f 14 �' f — _. ____ — _ _.._ ___. _ — — _ _ __ _ _. — _. _ .._ .._. — — _.. — ___. _ _... __.. _. — _... _. — _._. e _ —\ `— k . \ 7 g \ j 1. WORK INCLUDED— DEMOLITION, REMOVAL AND PATCHING INCLUDING — A. PROTECTION OF EXISTING WORK TO REMAIN B. TEMPORARY PARTITIONS AND BARRICADES C. REMOVAL OF ITEMS SHOWN D. REMOVAL, STORAGE, PROTECTION AND INSTALLATION OF ITEMS TO BE UTILIZED IN THE NEW CONSTRUCTION. E. REMOVAL OF EXISTING ITEMS AS REQUIRED FOR NEW CONSTRUCTION F. RELOCATION OF ITEMS TO NEW LOCATIONS, AS INDICATED G. DEBRIS REMOVAL H. PATCHING 2. CONTRACTOR TO CHECK ALL DRAWINGS CAREFULLY AND THOROUGHLY INVESTIGATE EXISTING CONSTRUCTIONS AND CONDITIONS. CONTRACTOR TO PROVIDE AND INSTALL ALL SHORING AND BRACING NECESSARY TO POSITIVELY PROTECT THE STRUCTURAL ELEMENTS OF THE BUILDING. ALL SHORING AND BRACING TO BE REMOVED WHEN NEW CONSTRUCTION IS SAFELY IN PLACE. 3. CONTRACTOR TO EXAMINE THE SITE AND ALL CONDITIONS, LIMITATIONS. TAKE INTO ACCOUNT ALL SUCH CONDITIONS AND LIMITATIONS WHETHER OR NOT THE SAME ARE SPECIFICALLY SHOWN OR MENTIONED IN ANY OF THE CONTRACT DOCUMENTS AND INCLUDE WHATEVER IS NEEDED TO COMPLETE THE WORK IN EVERY PART SHOWN, DESCRIBED OR REASONABLY REQQUIRED OR IMPLIED TO ATTAIN THE COMPLETED CONDITION CONTEMPLATED BY THE CONTRACT. 4. CONTRACTOR TO EXERCISE THE GREATEST POSSIBLE CARE WHEN REMOVING ITEMS SCHEDULED FOR RE —USE. MECHANICS SKILLED IN FOR THE SPECIFIC S SHALL BE UTILIZED O T APPROPRIATE CRAFT TASK CONTACT ARCHITECT OR TENANT IMPROVEMENT COORDINATOR FOR LOCATIONS FOR RE USE OR STORAGE OF ITEM(S). PROVIDE PROPER PROTECTION. f 1 D TYP. 7 J1 ri,,g! 4 r A 5. TAKE INTO CONSIDERATION, NECESSARY,i CONDITIONS, INSTALLATIONS,i CLEAN OBSTRUCTIONS AS REQUIRED # COMPLETEi' OF i'SHOWN. 6. CONTRACTOR TO INCLUDE IN THE RE WORKING OF ABUTTING SURFACE AS REQUIRED TO MAKE NEW JOINT WORK JOIN AND MATCH THE EXISTING SURFACES TO REMs 7. CONTRACTOR # ERECT TEMPORARY DUST BARRIERS OF PLYWOOD O OTHER ACCEPTABLE Mi '" ' POSITIVELY PREVENT PASSAGE OF DEBRIS AND DUST. PROVIDE SEAL ACROSS THE ENTIRE PERIMETER AND JOINTS OF BARRIER. 8. CONTRACTOR i PROVIDE PROTECTION OF PERSONNEL. PROVIDE SIGNS, ERECT BARRICADES AND OTHER SUCH FORMS OR WARNINGS AS REQUIRED # PREVENT PERSONNEL.# PUTTING IN THE WAY OF DANGER. 9CONTRACTOR TO PROVIDE FORMS OF PROTECTION AS MAY BE REQUIRED TO PREVENT DAMAGE TO EXISTING WORK AND EQUIPMENT TO BE REMOVED, i. CONTRACTOR iPROVIDE MATE. i AS REQUIRED i' PROPER COMPLETION OF WORK. HOLES11. 'O CONSTRUCTION i ACCOMMODATE NEW CONDUIT, PIPING OR ELECTRICAL POKE THROUGHS SHALL BE NEATLY CORED, NOT JACKHAMMERED TO SATISFY THE LOCATIOND SIZE OF THE RESPECTIVE TRADES. COORDINATE WORK WITH THE VARIOUS TRADES TO ASSURE THE PROPER SEQUENCE, LIMITS, METHODS i TIME OF PERFORMANCE. 12, CONTRACTOR TO PROVIDE AND MAINTAIN TEMPORARY PARTITIONS FOR THE PROTECTION OF ♦ AND ANY NEW WORK OF ! it AGAINST DUST,* . DAMAGE AND iNOISE. 'RELOCATE �.. 13. CONTRACTOR TO EXERCISE CARE WITH THE REMOVAL OF ITEMS THAT ARE TO REMAIN IN ORDER TO COMPLETE THE INDICATED WORK. REPLACED WORK SHALL MATCH ITS CONDITION AT THE START OF THE WORK. 14. PATCH AND FINISH SURFACES AS NECESSARY TO MATCH THE EXISTING AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE VARIOUS SPECIFICATION SECTIONS. 15, ALL REMOVED MATERIALS NOT DESIGNATED OTHERWISE AND ALL DEBRIS FROM THE WORK BECOMES THE PROPERTY OF THE CONTRACTOR, WHO SHALL REMOVE IT FROM THE SITE. 16. CONTRACTOR SHALL LEAVE ALL SPACES IN A BROOM CLEAN CONDITION WITH ALL LEDGES AND CORNERS PROPERLY CLEANED. 17. EXISTING CARPET, FLOOR COVERING, BASE AND WALL COVERINGS SHALL BE REMOVED UNLESS NOTED OTHERWISE. 1 & CONTRACTOR SHALL NOT ALLOW MATERIALS AND DEBRIS GENERATED FROM DEMOLITION ACTIVITIES TO ACCUMULATE. REMOVE FROM SITE DAILY, IN ACCORDANCE WITH THE PROPERTY MANAGEMENT GUIDELINES. DEBRIS SHALL BE DISPOSED OF IN A LEGAL MANNER. 19. ALL DEMOLITION, LOBBY AND CORRIDOR WORK, CLEAN UP, REMOVAL, ETC. SHALL BE EXECUTED IN ACCORDANCE TO BUILDING MANAGER GUIDELINES. VERIFY FOR REQUIREMENTS FOR THE USE OF AND PROTECTION OF ELEVATORS, LOBBIES, CORRIDORS, LOADING AREAS AND STORAGE FACILITIES DURING THE DEMOLITION AND CLEANING PROCESS. CONTRACTOR TO ARRANGE WITH TENANT IMPROVEMENT COORDINATOR FOR SCHEDULE OF PERMITTED DEMOLITION AND CLEAN UP ACTIVITIES PRIOR TO THE COMMENCEMENT OF WORK. NOTE: 1. REFER TO SITE PLAN, SHEET SP-1 FOR ADDITIONAL DEMOLITION ON —SITE. 2. REFER TO SHEET SP---1 FOR SCOPE OF OFF —SITE WORK, INCLUDING DEMOLITION. 3. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL SHORING INFORMATION DURING DEMOLITION PROCESS. E" SCALE 11=1311,11515MIFENWIME Q EXISTING STRUCTURE TO REMAIN = = = EXISTING STRUCTURE TO BE DEMOLISHED Fil EXISTING STRUCTURAL COLUMN OR POST TO BE REMOVED. VERIFY @ �}} FIELD. U EXISTING BRICK EXTERIOR WALL TO REMAIN. SNORE AS REQUIRED FOR DEMOLITION. EXISTING INTERIOR PARTITIONS TO BE DEMOLISHED. F] EXISTING DEMOLISHED PLUMBING FIXTURES TO BE REMOVED. CAP OFF SUPPLY, SEWER LINES FOR FUTURE, SEE FLOOR PLAN. EXISTING FRAMED WALL TO BE DEMOLISHED. 1-61 EXISTING STOREFRONT GLAZING TO BE DEMOLISHED, L_'I EXISTING BRICK EXTERIOR WALL TO BE DEMOLISHED. EXISTING STOREFRONT DOORS TO BE DEMOLISHED. EXISTING ELECTRICAL SWITCH GEAR TO BE RELOCATED, SEE FLOOR PLAN AND UTILITY PLAN. 1O PROVIDE ADDITIONAL SHORING, BRACING, ETC. AS REQUIRED TO STABILIZE EXISTING CONSTRUCTION TO REMAIN. 11 EXISTING FACADE AT ROOF TO BE DEMOLISHED. 12 EXISTING CONCRETE WALK TO BE DEMOLISHED AS REQUIRED TO REPAIR SURFACE. SEE ROOF PLAN AND SITE PLAN FOR NEW DOWNSPOUT LOCATIONS. PROVIDE RECESSED DRAINS TO CURB, THESE LOCATIONS. 13 EXISTING ROOF DRAIN AND GUTTER DOWNSPOUT TO BE DEMOLISHED. 14 EXISTING MANSARD ROOF FRAMING TO REMAIN. EAVES AND ROOFING TO BE DEMOLISHED AS SHOWN. 15 EXISTING BRICK EXTERIOR WALL TO BE DEMOLISHED, REFER TO PLAN NOTE NUMBER 10, THIS SHEET AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION FOR SHORING OF EXISTING STRUCTURE TO REMAIN AND REMOVED AREAS. 16 EXISTING CONCRETE SLAB TO BE SAWCUT AND DEMOLISHED TO ACCOMODATE NEW FLOOR DRAIN. SEE SHEE A-1 AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 3700 Campus Suite 102 /E s'. E 4E' `'o A% / rD Et°I. Exp. 01 31 07 OF- C A\-1 RESERVES ITS COMMON LAW COPYRIGHT IN THESE DOCUMENTS. THEY ARE NOT TO BE REPRODUCED, COPIED, CHANGED OR MODITFE% NOR ASSIGNED TO ANY THIRD PARTY WHATSOEVER, WITHOUT THE WRITTEN CONSENT OF D M c Architecture i 09/14104 lRR.1,1111tto 125/05 C4 ASS"a JOB NO.: 04010 CAD FILE NAME A i DRAWN: D.A. APPROVED: SCALE: SHOWN rt6 • - • DEMOLITION w _yl SHEET: DEMO PLAN GEINERAL N0""TE*Q4w# WINDOWS AND DOORS SEE DOOR SCHEDULE, SHEET A-8 SEE WINDOW SCHEDULE, SHEET A-8 D T � 1 14 LJ I 11 1 FUTURE r' 11 1 15 16 I � 16 L 0 ELEC. RESTROOI� , _ 4 I ROOM/ N.I.C. ;F� -- j (� .�q 5'-698 17 104 f i 1{ 4 6 PROPOSED RETAIN ' FUTURE�"F C-{{1 tvsr / r LEASE SUITE o RESTROOM `� PROPOSED RETAIL I E 103 F4 N.I.C. A� 0 LEASE SUITE 5 2 46 -3 a " V\/Z" 1,560 S.F. 2 1 O 102 15 50=32 OCC A-7 2,291 S.F. 1 TYP. 2 50=46 OCC C5 V C== _ ► TYP. G) ca 6 30'- 1 99 r 6 5 12 9 8 6 [j 5 9 6 5 12 9 8 6 5 9 5 (4 3 49-g99 6i-( 99 3'-10' 7'-9" 3'-1O/ 7'-9" 3'-1 79-^49 -�99 2P- c7 !�'01 A-7 FO. F0. FO, ±66' O" FO. F0. A ENL. PLAN a 12" RESTROOM 8 A-5 r �S 12 106 A-4 � RESTROOM 10 3 ELEV, 5 106A r 11 5 qi 9 B1 k 14 A--10 r 12 4 10 1 l ENL, 8 ` PLAN 0 TYP. ioliz 6 5 RESTROOM 14 C @)107A 11 1 i12 _ r 814 2 TYP, 6 a 3 RESTROOM i U- TYF'. 5 @)107 i L Do 6 2 14A 0 ic TYP. 7 9 o PROPOSED RETAIL Q LEASE SUITE 6 I 0 5 1 1,800 S,F. A-7Y 50=36 OCc 9 TYP. y 1 20 t309_D49 A-7 I 6 EXISTING r� - TYP. 13 ml r.r 8 to 6 Al 4,. d # ,i 2 D -r cs f= F - C s 4 0 �J 6 9 8 5 4 61- �efv •� '^A-4t9 6)-2" 3'-O 4 6'-2" 4'-8" C) FO. F0. 26'-4" S06 1(p 6f I A WIN 1-119,1111 r WALL LEGEND z z z z EXISTING CONSTRUCTION TO REMAIN �- NEW 2"x6" WOOD STUDS @ 16" O/C WITH 7/8" THICK STUCCO FINISH OVER PAPER BACKED WIRE LATH 3--- RESTROOM: xxwm NEW 2" X 4" WOOD STUDS AT 16" O.C. 1 /2" GYP. BOARD, TYP.BOTH SIDES U.N.O.-PROVIDE WATER RESISTANT GYP. BOARD AT WET AREAS. NEW 2x WOOD SHEAR WALL, SEE STRUCTURAL zamrrrs DRAWINGS NEW 2"x4" WOOD STUD WALL @ 16" O/C r-�r- WITH 5/8" TYPE 'X' GYP. BOARD TYPICAL BOTH SIDES TO UNDERSIDE OF ROOF AT ±11'-6", SEE 1 SIM. FLOOR PLAN NOTES EXISTING BRICK EXTERIOR WALL TO REMAIN, REFER TO STRUCTURAL DRAWINGS FOR REINFORCING/STABILIZATION. RELOCATED ELECTRICAL SWITCH GEAR TO REMAIN, SEE ELECTRICAL DRAWINGS. NEW STRUCTURAL COLUMN, SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION, 4 PROPERTY LINE, SEE SITE PLAN. LINE OF AWNING ABOVE AT WINDOW OR DOOR. L1 2X STUD FURRING WITH PLASTER FINISH, WALL LEGEND AND ELEVATIONS. 1 STONE VENEER AT COLUMN, SEE A-7 [-8] NEW ALUMINUM STOREFRONT SYSTEM BY ACE (OR EQUAL), WITH LOW 'E' TEMPERED GLAZING. Lq�I LINE OF NEW FACADE ABOVE. 10 NEW SHEAR WALL, SEE STRUCTURAL. 18 11 GYP. BOARD FURRING AT BRICK WALL, SEE A-6 12 POTENTIAL DOOR LOCATION, 13 NEW 7/8" THICK STUCCO FINISH OVER PAPER BACKED WIRE LATH ER iSTi RIC WAL HIS LL. 14 NEW RECESSED FLOOR DRAIN @ RESTROOM AREA, TO BE COORDINATED WITH FUTURE TENANT IMPROVEMENT (N.I.C.), PROVIDE RECESSED SLAB AND SLOPE TO DRAIN Q 1 /4":FOOT. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION, 15 NEW STR UR PfP OLU SUPPORT. SEE STRUCTURAL DRAWINGS. 16 GYP. BOARD COLUMN FURRING AS OCCURS. 17 NEW ROOF ACCESS FIXED ALUMINUM WALL LADDER BY ALACO (OR EQUAL). 6061-T6 ALUMINUM WITH 1A" DIA SERRATED RUNGS SECURED TO 2$" CHANNEL SIDE RAILS, PROVIDE CLEARANCE BEHIND DOOR. WWW.ALACOLADDER.COM 888.310.7040. CITY OF 1SANTA ANA FLOOR . - ; ` NOTES DELI j �! #G 21632v Exp. 01 31 07 } O F i Renovation ,030 Main SSanta Ana, Street • i COPYRIGHTDIVIc Architecture RESERVES ITS COMMON LAW IN THESE BE >, «. OR MODIFIED,TS. THEY ME NOT TO NOR . . PARTY WHATSOEVER, WITHOUT THE WRITTEN CONSENT OF DATE ISSUE 0• •: 04/29/05 BLDG DE ;;� .r 0s DC• *.,; 11--l� lIIIIII ER REVISION 3 03)03/06 OWNER REVISION ._ i • #' 6 11 10 A-4 A-4 18 12 p F1] CORNICE MOLDING, SEE A-3 p FsT-1 /1, �p 5 5 12 TYP. 3 10 12 18 -- F21 PLASTER REVEAL, S 6 EE rl 7 TYP-1 8 71161 2 ri 8 TYP 8 rl 7 A-7 1 TYP. CANVAS AWNING WITH TUBE STEEL FRAME. P. T.O.PARAPET CA HIR T. 0. PARAPET STONE T.O. PARAPET SPECIFICATIONS. y CA 14 SHAPED LEDGER TRIM, SEE 0 --F-s-T I ST 1 61 TYPICAL POTENTIAL SIGNAGE LOCATION (N.1,C). L T.O. REVEAL F 2 ST (0 0 ST 0 SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS FOR 7 7 7 -3 -0.) 3 SPECIFICATIONS. T.O. REVEAL -0 C> 3 (0 2 CA ANODIZED ALUMINUM STOREFRONT SYSTEM WITH LOW 'E' TEMPERED 7 8 7 4 A— U GLAZING AS NOTED BY T. U') 12 if.j T.O.REVEAL T.O. REVEAL V F1T1 F91 ANODIZED ALUMINUM ADA/CBC COMPLIANT STOREFRONT DOORS WITH T I IT F.F. F.F. -c\i F.F. 1 11 1 )Ti 11T'I I F,F. LOW 'E' TEMPERED GLAZING, SEE DOOR SCHEDULE FOR SPECIFICATIONS. ---------- --- 3 SV 3 p Sv 4 3 17 ST F—s-v-1 P q F1 11 NEW METAL DOOR, SEE DOOR SCHEDULE, SHEET A-8. 1 1 12 8 3 F21 A-6 4 4 A-6 k A-6 J 5 A-7 REVEAL Lij Typ� TYP. F12] EXTERIOR PLASTER FACADE OVER WOOD FRAMING, SEE FLOOR PLANS FOR ADDITIONAL INFORMATION. SEE FINISH LEGEND FOR COLOR A A SCALE A SCALE SPECIFICATIONS. 1/81?=V-01) "ART L 'T" ELEVAT11"'N —01) a P` " A r RTAL EPV03"T ELEVAT10"" INN 1/8 =i)-IlJ! 1b. A Z)UU N U n13 OPEN TO AREA BEYOND. NOW- F141 LOCATION OF ROOF OVERFLOW SCUPPER AND DOWNSPOUT AT ROOF 1 17 10 -3 'Nor 16 1 n15 LAMINATED GLASS, NOTED BY V, AND STOREFRONT SYSTEM, THIS ST A-5 3 18 LOCATION, SEE PLAN. A 3 7 ST rp--� 3 1 1/2" x 1 1/2" x 20 GA. WIRE SCREEN MESH INFILL PANEL, PAINT TYP' 18 - 12 FsT1 18 2 3] FINISH, SEE FINISH LEGEND. TYP. AIIA T.O. PARAPET 3 17 STONE TILE VENEER 0 BULKHEAD, SEE FINISH LEGEND FOR 13 T.O. PARAPET SPECIFICATIONS. A 1i NZ T.O. PARAPET 2 If 3 ST FsT1 3 L J. LIJ FCA 30. CA p P 4 4 F. G. �8 3 5 Fsv n8 FSV F151 U7 [-2] F] 15 A-7 2 TYP. Lij A-6 TYP. Lfl 15 rl7][ 5]15 SHOWN SHO OBLIQUE OBLIQUE SCALE AMT AL 0r'%U"6%UTr1"WEZ03%T ELEVATIO'N's 1/8))= 1 1 -Ot 7. 12 17 14 11 10 2 7 A-4 TYP.18 A-3 1 17 18 10 12 16 A-7 A-3 A 4 P 3 12 8 14 17 T.O.P. 3 6 F ST ] F—cA1 -t7j TYP. P C .."Us fills 11M-f 111111111111117li-I A-3 4 F-3--n lop FsT 2 FST L ,L J 7 . : L - - - 3 3 2 INTERIOR zf AIL. ST <-0 1/0 7 A-6 2 PLI -T /7 T "T' lv� VII 'T" T 'T 'T F.G. F.F. J F.G. 0011- \v A % 2 15 17 5 8 TYP. Dp r4] 8 3 191 Sv Sv r9l TYP. K20 15 Sv p 3 2 1 4 �A-7)Typ. A- 7 TYP. 1 4 A-6 v N OBLIQUE A 3 A 4100"'t SCALE vj,-\RTIAL ZRJUTH ELEVATION 1/8"= 1 -0 6. rl h7- 10 12 �P. A-4 A-4 TYP 8 18 1 TYP. 17 16 12 12 8 TYP. 8 10 A-3 TYP. 6 TYP. �p 5 17 14F-CA--1 TYP. F-sT] T.O.P. F--ssTT--1 2_ Ki INTERIOR A- FsT 2 T/ TT digEllik AV 44PP- -fIIIIIII` Ilk, r/ 0 W101 tr 12 T'11 /T L 4 Z' F/ /I F.G. F.F. F.G. 1. SEE SHEET A-8 FOR FINISH LEGEND 12 18 9 0 9 p 15 3 7) 8 4 n5 15 W 191 4 AND SPECIFICATIONS. —A- 6-7- 6 P ST A-7 EVEAL A-7 TYP. A- P SV Fsv 4 SHOWN OBLIQUE CA M3 A SCALE FARTIAL EMS'T ELEVATIONN's 81=V-OAA 511 ELEVATION&A 1 KEY N 0 T Et'"S"' Arch" A& 'firDEL --J #C 21632 � Exp. 01 31 07 ewel Plaza, L 1030 Main Street Santa Ana, California 92701 DMc Architecture RESERVES ITS COMMON LAW COPYRIGHT IN THESE DOCUMENTS. THEY ARE NOT TO BE REPRODUCED. OMM, CHANGED OR MODIFIED, NOR ASSIGNED TO ANY THIRD PARTY WHATSOEVER, WM40UT THE ViRnTEN CONSENT OF D M c ArchilanWre DATE ISSUE 09/14104 ISSUE TO ENGR. 04/29/05 05/25)05 BLDG DEPT ISSUE BLDG DEPT CORR. 06115/05 BLDG DEPT CORFL 3 03103/06 OWNER REVISION DRAM D.A. E. APPROVED: SCALE: SIVOWN M, 00011"0211101-umillf-10 SHEET: MET, STRAP @ in LINE OF CORNICE TRIM AT WALL, 4'-0" O.C. EXTERIOR PLASTER F2] SLOPE NEW ROOF RAFTERS BRASS PLATE WATER PROOF PAPER 1/4"=14-0" MIN. PLYWOOD AS OCCURS + + 1), LAP JOINT AT NEW (3) PLY BUILT UP ROOF WITH 4 FLASHING MINERAL CAPP SHEET OVER SQUARE 3" END LAP JOINT AT NEW/RENOVATED ROOF DECK BY REGLET CERTAINTEED (OR APPROVED EQUAL) PLYWOOD OR WOOD 2 3 UL CLASS 8 RATED. BLOCKING 0 z 0) +/ V.I.F. r4l 3" DIA. ROOF DRAIN LOCATION WITH 0 0 0 SPRINGLOK FLASHING 0 0 STEM BY FRY REGLET DOWNSPOUT WITHIN FRAMED AREA. 0 �OYR EQUAL) 10'-4" 0 0 SEE SITE PLAN FOR DOWNSPOUT ----------- o 0000 0 o �2 LAYERS 15 LB, BASE V.I.F. LOCATIONS. 0 000 0 dEET 0 0 0 CANT STRIP 3" DIA. ROOF DRAIN OVERFLOW V.I.F. A-3 6" T - SCUPPER. OVERLAP 2x6 HP -H > I r6l LINE OF TOWER ROOF ABOVE. PLASTER BLK'G A I HP CONCRETE MISSION TILE ROOF BY MONIERLIFETILE, "CALIFORNIA MISSION -(o ELEVATION A BLEND" ESPANA # 2ESC6464 7/8" EXT. PLASTER bo L17 , 1 8 ICBO # 2656 (5.9 LB/S.F.), SEE -- --1 5 4 f 0/ MET, LATH 0/ CLASS B BUILT I > 1 101 ELEVATIONS. UP ROOF I -- =5 TYP. - , - A 1/2" PLYWOOD TYP. z 4 PLYWOOD DECK [-8] LINE OF WALL BELOW. SECTION 112 17 NEW 2X FRAMING @ NEW TO EXISTING PARAPET. ALIGN AT EXTERIOR TO MATCH. + 14 B 10 NEW HVAC EQUIPMENT LOCATION, SEE 6 F- MECHANICAL DRAWINGS. ROOF OVERFLOW PLATE SCALE 20 TYP- C""ANT S'4TRIrm =1 1 1/2 -0" 61 0 6 7 1 4 11 EXISTING PLYWOOD 'CRICKET' TO REMAIN. DEPRESSED PAN AROUND DRAIN AND a- 1-1 P. SLOPE AS SHOWN. REPAIR THROUGHOUT 1 1811 Ty AS REQUIRED. OVERFLOW 2" BELOW SHEATHING ELEV. 1 0] V) I A 0 DOME n12 NEW ROOF ACCESS HATCH BY PORTAL NEW G.I. TOP CAP PLUS (OR EQUAL) MODEL NO. 31011, 0 WALL �o CADMIUM PLATED STANDPIPE MIN. SLOPE: ALUMINUM MILL FINISH 3'-0" X 26" SLOPE: 8:12 OPENING WITH CURB, INTERIOR '1 /4"-- 1 -0 1 x NAILER CONT. FLASHING COLLAR AND GRAVEL STOP CEMENTED TO FELT SURFACE WITH -,L -- ----- j PADLOCK HASP. 0 TOP & BOTTOM r - ----- i ------- HOT COAL TAR .4 F 16 19 < 13] EXISTING ROOF TRUSS TO REMAIN. 7---- A-3) A--3 F > Sim. PARAPET n14 NEW 3 1/2" x 18" PSL BEAM, SEE STRUCTURAL DRAWINGS. SLOPE:> C"I / / HP 8:12 n15 NEW DOUBLE 2X FRAMING @ HVAC UNIT, SEE STRUCTURAL DRAWINGS. lx PLASTER STOP Sim. F FELT STRIPPING OVER ROOFING (EXTEND A-47 7/8" THICK EXT'R NOT LESS THAN 3" BEYOND EDGE OF J ROOFING MTL FLANGE) k A-5,F SEE 16 PLASTER FINISH C* OVER METAL LATH GASKET ADAPTOR Li A-3 OVER CONSTRUCTION PAPER UNDERDECK CLAMP EXISTING BRICK SLOPE lZ4" FT. MINIMUM EXTERIOR WALL PLYWOOD SHEATHING, SEE STRUCTURAL DRAWINGS OVERFLOW DRAIN IS SIMILAR WITH STANDPIPE EDGE 2" ABOVE STANDPIPE EDGE OF DRAIN ROOF SLOPE TO BE MIN. OF 1/4" /FT. TYP. SCALE A PARAPET CAP 9 ROw" 0"' F DRAIN ))=V-o)y 15 5 4 1 1 1/2 1 18 -Z ALLAOCWA*ETAAT16U$14� So'. -RG BU WITH CONT. G.J. METAL CAP *Mkt OR LMOER, ARE, REQUIFIgo.7o. .'=t RED -60 M-LAR'.M-148'�': 43S P SLOPE U AJOI 'CONTACT- n� IEWMU. E. PLYWOOD SHIM (AS HE'POLIOED (-1 —j4"=-0- REQUIRED) HP 'A T W4W, 'FOR WEM ON gjg , -5i lo 8 TYP. PREFABRICATED MH Ll 'a "ll" SHAPED STYRAFOAM/ 2'-0" 2" HIGH GALV. 10 MTL. COLLAR 11 TY0 SHEET METAL CORNICE MIN. BY "CONTOURS" WITH POCKET MOUNTING11 {It .. ...... UNDERLAYMENT 04 — - — - — - — - — - — - — CONT. CAULK -kiL— I 'J' METAL WITH 11 A- 2x WOOD FRAMING SPRINGLOCK FLASHING N. MINIMUM BY FRY REGLET OR SLOPE 1/4" FT. MI EQUAL) BASE SHEET ROOFING RGLARfSAR- -3 I. 15 :-C S PLYWOOD SHEATHING L AS OCCURS J;� NOTS. EXTERIOR PLASTER 5 4 OVER METAL LATH 10 P SCALE SCALE 6 7 RNICE DETAIL@ PARAPET 1 1/22)==jt-op� A 8 `E R F L W & RLO" 0" F L") RA I N 14, I UV 2x RAFTER FRAMING TILE ROOF, SEE ROOF TILE, SEE PLAN PLAN SLOPE: Hf:A PLYWOOD SHEATHING, SEE 1 x NAILER 8:12 17 STRUCTURAL DRAWINGS 2x NAILER > A-3 <\ UNDERLAYMENT UNDERLAYMENT C 2x1 WOOD STARTER lx PLASTER STOP STRIP G.I. METAL FLASHING 0 TOP OF MOLDING CAULK C14 z 5 HVAC UNITS: PREFABRICATED SHAPED STYRAFOAM/SHEET METAL CORNICE BY CONTOURS J METAL, CAULK 'J' CHANNEL MOUNTING NEW 10 TON HVAC UNIT (APPX 1,000 LBS) 2x BLOCKING ±4'-8" x 7'-,3" x 4'- 1 H. 2x SHAPED BLOCKING EXTERIOR PLASTER OVER WIRE LATH NEW 7 1/2 TON HVAC UNIT (APPRX 750 LBS) TOP PLATE3. OVER CONSTRUCTION ±4'-9" x 7'-3" x 3-5" H. PAPER PLYWOOD SHEATHING 1- (AS OCCURS) NOTE: SEE MECHANICAL DRAWINGS PLYWOOD SHEATHING AV FOR ADDITIONAL INFORMATION. MOW EXTERIOR PLASTER OVER AS OCCURS METAL LATH Mod 2x FRAMING-----------: rSlQU 1-4 YAK--IlW-!-A (� - - plif \-� Y\ F— F SLOP 8. Z11 \U7 2x WOOD FRAMING SCALE SCALE a n SCALE /81)= 1 �-oll 1 Z2"= 1 10 -011 4. CORNI ClE DETAIL @ TOWER 17 TILE RAKE UmETAIL Ru"OF PLAN RUUF fff"O'LAINI NfNTE'w` -0" ANN 3700 Campus Drive Suite 102 92660 Tel 949.2612324 Fax 949.261,7271 1030 Main Street Santa Ana, California 92701 qr—Nl2q9llr--r4l� RESERVES ITS COMMON LAW COPYRIGHT IN THESE DOCUMENTS. THEY ME NOT TO BE REPRODUCED, COPIED, CHANGED OR MODIFIED, NOR ASSIGNED TO ANY THIRD PARTY WHATSOEVER, WITHOUT THE WRITTEN CONSENT Of D M c Architecture 017211� NEK&S11" •I ISSUE TO ENGR. a 2 9 110 11A a I RKILZIIIIIIIIII BLDG DEPT CORR. 0 WNER REVISION OWNER REVISION JOB NO.: 04010 CAD FILE NAME A-3,DWG DRAWN: D.A. E. APPROVED: L.D.M. SCALE: SHOWN DESCRIPTION: ROOF PLAN SHEET: AIL A�3,µ,' 9 W 44 T.O.PARAPET T.O.P. Q0 0 — , I Z -H ca C001 11194- Ili z x 0 T its O,z -H + F 15 goo CORNICE AT TOP OF PARAPET EXISTING MANSARD ROOF FRAMING TO REMAIN, PROVIDE NEW PLYWOOD SHEATHING AS REQUIRED NEW 2x WOOD FRAMING LINE OF EXISTING ROOF TO BE DEMOLISHED NEW CANVAS AWNING WITH TUBE STEEL FRAME EXTERIOR PLASTER FACADE OVER WOOD FRAMING, TYP. SEE FINISH SCHEDULE NEW STOREFRONT WITH TEMPERED GLAZING LINE OF FINISH FLOOR EXISTING CONCRETE WALK, SEE SITE PLAN 19 A-3 CAP 19 2 T.O. WALL v-EXISTING z X1 F.F. rl 5'%ft. r® A-7 T.O. PARAPET (E) F.F. SLOPE ROOF 1/4":FT MIN. Lei rl 5""\ 100, SLOPE ROOF 1/4",FT MIN SLOPE ROOF SLOPE ROOF 1/4":FT MIN. 1/4":FT MIN. SPACE 13 \_X- 6 T. 0. WAL EXISTING r Z M EXISTING CONCRETE SLAB TO REMAIN, El LINE OF FINISH FLOOR. n3 EXISTING CONCRETE WALK, SEE SITE PLAN. F41 NEW STOREFRONT WITH TEMPERED GLAZING. F51 LINE OF EXISTING ROOF TO BE DEMOLISHED. T.O. PARAPET N - NEW 2X WOOD FRAMING. 6 5 171 NEW PREFABRICATED CORNICE AT TOP OF PARAPET. 15 F81 NEW METAL DOOR, SEE DOOR SHCEDULE, SHEET A-8. 0 NEW SUSPENDED T BAR CEILING WITH LAY -IN TILES. 14 10 EXISTING WOOD ROOF TRUSS, SEE STRUCTURAL DRAWINGS. -H 19 Fl 11 NEW R30 INSULATION. 3 31 (E) F.F.� n12 NEW CLASS 'A' BUILT UP ROOF OVER PLYWOOD SHEATHING. 13 NEW 2x WOOD STUD DEMISING WALL, SEE PLAN FOR SPECIFICATIONS. n14 EXTERIOR PLASTER FACADE OVER WOOD FRAMING. SEE FINISH SCHEDULE. NEW CANVAS AWNING WITH TUBE STEEL FRAME, UNDER SEPARATE PERMIT. 16 EXISTING PARAPET WALL TO REMAIN. SCALE 1 1) EXISTING MANSARD ROOF FRAMING TO REMAIN. PROVIDE NEW PLYWOOD 1/8 -0SHEATHING AS REQUIRED. 181 NEW ANODIZED ALUMINUM ADA/CBC COMPLIANT STOREFRONT DOORS WITH LOW 'E' TEMPERED GLAZING, SEE DOOR SCHEDULE, SHEET A-8. 22 19 19 STONE VENEER 0 WAINSCOT, SEE FINISH LEGEND, SEE F121 kA-3j FOR TOP CAP BULLNOSE. "-�CAP n16 201 NEW EXTERIOR PLASTER OVER WIRE LATH OVER CONSTRUCTION PAPER OVER EXISTING BRICK EXTTERIOR AT EXISTING WALL TO REMAIN. T.O. WALL 21] -G.I. WEEP SCREED. EXISTING CONTINUOUS G.I. METAL CAP. ca 20 x 16 10 #100 21 -H F.F. F.G. .0015 k AL71 SCALE SCALE Nlit ROOF HATCH SEE ROOF PLAN FOR SPECIFICATIONS 4" FIBER CANT 2x BLOCKING BUILT-UP ROOFING OVER PLYWOOD SHEATHING it 6=0 =2127-iViAlEf ALUMINUM LADDER, SEE PLAN FOR SPECIFICATIONS. INSTALL PER MFR. RECOMMENDATION': PROVIDE BLOCKING AT WALL AS REQUIRED. FASTEN TO WALL FRAMING PER MFR. RECOMMENDATION` 2 X WALL FRAMING SEE PLAN NOTE LADDER SHALL CONFORM MUSEUM TO O.S.H.A. STANDARDS 4 4 1) M C kchitecture 3700 Campus Nve Suite 102 Newport Bead, California 92660 Tel 949.2612324 Fax 949161.7271 �g AR/, DELt,4 --J j #C 21632 Exp. 01 31 07 �` Al DMc Architecture RESERVES ITS COMMON LAW COPYRIGHT IN THESE DOCUMENTS. THEY ARE NOT TO BE REPRODUCED, COPIED, CHANGED OR MODIFIED, NOR ASSIGNED TO ANY THIRD PARTY WHATSOEVER, WM40UT THE WRITTEN CONSENT OF D M c ArchibscWre DATE ISSUE 09/f4)04 ISSUE TO ENGR. 04/29/05 BLDG DEFT ISSUE k 05125705 BLDG DEPT CORR. 06/15/05 BLDG DEPT CORR. 031006 OWNER REVISION r SHEET: A q NEW CONCRETE TILE ROOF, SEE ROOF PLAN FOR SPECIFICATION 2x WOOD FR AMING NEW 2X WOOD FRAMING NEW 2X WOOD FRAMING 12 PLYWOOD SHEATHING NEW CLASS 'A' BUILT LINE OF EXISTING WALL NEW CLASS 'A' BUILT LINE OF EXISTING WALL UP ROOFING OVER TO BE DEMOLISHED UP ROOFING OVER TO BE DEMOLISHED 8 EXTERIOR PLASTER PLYWOOD SHEATHING PLYWOOD SHEATHING @ INTERIOR EXISTING ROOF FRAMING 18 EXISTING ROOF FRAMING 18 A-3 A-3 EXISTING BATT INSULATION SLOPE 0EXISTING BATT INSULATION EXISTING CLASS 'A' - — - — - — - CORNICE AT TOP OF 12 EXISTING CLASS 'A' CORNICE AT TOP OF 12 BUILT UP ROOF TO BUILT UP ROOF TO PARAPET PARAPET 8 REMAIN AS IS 8REMAIN AS IS F 2X FRAMING 0 NEW 2X FRAMING 0 NEW PARAPET PARAPET /W +41-sw 00 17 PLYWOOD SHEATHING, PLYWOOD SHEATHING, A-3 AS OCCURS AS OCCURS EXISTING ROOF FRAMING 16 TO BE REMOVED 3 A-3 • 2x WOOD EXTERIOR PLASTER OPEN TO FRAMING FACADE OVER WOOD BEYOND FRAMING AA 1 1/2 " x 1 1/2" x 20 /)()M — — . GA. WIRE SCREEN MESH 11-IF INFILL PANEL, PAINT CANVAS AWNING WITH FINISH, SEE 2 ---- --- NEW BATT INSULATION NEW BATT INSULATION EXISTING ROOF TRUSS EXISTING ROOF TRUSS ANODIZED ALUMINUM STOREFRONT SYSTEM NEW SUSPENDED T NEW SUSPENDED 'T' WITH LOW 'E' TEMPERED BAR CEILING WITH BAR CEILING WITH GLAZING STEEL COLUMN Z SUPPORT, SEE LAY -IN TILES _j LAY -IN TILES _j STRUCTURAL 0 DRAWINGS 2 WALL BEYOND NEW 2'x4" WOOD LEASE TOP CAP LEASE Q0 BULLNOSE TRIM, Do _H -H SPACE SPACE -H SEE ELEVATION AND STONE VENEER WAINSCOT, SEE FINISH LEGEND FINISH LEGEND STONE TILE VENEER EXISTING CONCRETE EXISTING CONCRETE WITH THINSET, SEE SLAB AND FOOTING 15 SLAB AND FOOTING FINISH LEGEND TO REMAIN TO REMAIN F.F. EXIST ING CONC. WALK 1-5-0 F.F. 4 _._47 4 .4 F.G. '47 A Z 4 NEW CONCRETE FOOTING NEW CONCRETE BEYOND, SEE FOUNDATION FOOTING @ NEW PLAN \-F EXISTING NEW EXISTING NEW q.4 SCALE z SCALE SCALE 5. E A%`r1EKvRU""R' WALL "E'Tif'NA" "T110" I ""T""'REFRO"NT "LAZU U U N WALL SEU U N (W ki N U 3 1 —0 ,3Z8"= V-0 3/871= 1 1 NEW 2X WOOD FRAMING NEW 2X WOOD FRAMING NEW 2X WOOD FRAMING A.)L NEW CLASS 'A' BUILT LINE OF EXISTING WALL NEW CLASS 'A' BUILT LINE OF EXISTING WALL NEW CLASS 'A' BUILT �LINE OF EXISTING WALL UP ROOFING OVER TO BE DEMOLISHED UP ROOFING OVER TO BE DEMOLISHED UP ROOFING OVER '_'TO BE DEMOLISHED PLYWOOD SHEATHING PLYWOOD SHEATHING PLYWOOD SHEATHING EXISTING ROOF FRAMING 18 18 EXISTING ROOF FRAMING EXISTING ROOF FRAMING -3 A-3 12 EXISTING BATT INSULATION 12 EXISTING BATT INSULATION 12 EXISTING BATT INSULATION 8 EXISTING CLASS 'A' CORNICE AT TOP OF 8[ EXISTING CLASS 'A' CORNICE AT TOP OF 8[ EXISTING CLASS 'Aj CORNICE AT TOP OF BUILT UP ROOF TO C PARAPET BUILT UP ROOF TO PARAPET BUILT UP ROOF TO REMAIN AS IS F REMAIN AS IS REMAIN AS IS PARAPET 2X FRAMING @ NEW 1_1_1_2X FRAMING@ NEW 2X FRAMING @ NEW PARAPET PARAPET PARAPET PLYWOOD SHEATHING, PLYWOOD SHEATHING, PLYWOOD SHEATHING, AS OCCURS AS OCCURS AS OCCURS ,—EXISTING ROOF FRAMING J, EXISTING. ROOF FRAMING EXISTING ROOF FRAMING TO BE REMOVED TO BE REMOVED TO BE REMOVED EXTERIOR PLASTER EXTERIOR PLASTER FACADE OVER WOOD FACADE OVER WOOD FRAMING FRAMING Aw CANVAS AWNING WITH CANVAS AWNING WITH�r TUBE STEEL FRAME 4 CANVAS AWNING WITH TUBE STEEL FRAME TUBE STEEL FRAME TRANSOM WINDOW ABOVE DOOR —,EXISTING ROOF TRUSS EXISTING ROOF TRUSS EXISTING ROOF TRUSS V MOLD 0 PLASTER/ STOREFRONT, TYPICAL NEW SUSPENDED 'T' NEW SUSPENDED 'T'�ANODIZED ALUMINUM NEW SUSPENDED 'T' WALL BEYOND BAR CEILING WITH BAR CEILING WITH 5/8" TYPE 'X' BAR CEILING WITH LAY -IN TILES STOREFRONT SYSTEM LAY -IN TILES GYP. BOARD LAY -IN TILES ANODIZED ALUMINUM - WITH LOW 'E' TEMPERED OVER 2x WOOD ADA/CBC COMPLIANT GLAZING FRAMING METAL DOOR, SEE Z STOREFRONT DOORS W/ _,------DOOR SCHEDULE TEMPERED EXTERIOR PLASTER WALL BEYOND LEASE LEASE Z GLAZING, SEE DOOR FACADE OVER WOOD Z 0 0 __j - 2 SCHEDULE ca SPACE 0 FRAMING Ld C) SPACE Uj 0 �� NEW 2"x4*' WOOD I C> RATED BULLNOSE TRIM, 00 2 00 NEW 2"x4" WOOD -H PLASTER REVEAL, SEE 0 ELEC. SEE ELEVATION AND - 0 -H -H BULLNOSE TRIM, SEE ELEVATIONS FINISH LEGEND -Do b Room STONE TILE VENEER STONE TILE VENEER EXISTING CONCRETE EXTERIOR PLASTER EXISTING CONCRETE WITH THINSET, SEE EXISTING CONCRETE WITH THINSET, SEE SLAB AND FOOTING FACADE OVER WOOD SLAB AND FOOTING FINISH LEGEND SLAB AND FOOTING FINISH LEGEND FRAMING TO REMAIN TO REMAIN TO REMAIN EXISTING CONC. WALK EXISTING CONC. WALK F.F. F.F. F.F. m N 4 !4 F.G. 4- r &4 Idom 9L 4 Ar AF ift r - . to AZ] @ SCALE SCALE 9 SCALE --'-T'#-%REFR---NT `0 1 WALL zjEITION' T 0 R E F r N'T GL INU J. WALL SEG"flu"'IN ELE(m;%TR%1CAL ROOM WALLSECTIUN u uR -- ---------- --- - ---- --- - -------- DMc Architecture 3700 C914 Drive Suite 102 V"q,il V=Y, Califoiida 92660 Tel 949.2612324 Fax 949.261r.7271 A&C DELI 0 #C 21632 --- E p. 01 31 07 P C A\Y Jewel Plaza, LL"T 1030 Main Street Santa Ana, California 92701 DIVIc Architecture RESERVES ITS COMMON LAW COPYRIGHT IN THESE DOCUMENTS. THEY ARE NOT TO BEREPRODUCED. COPIED, CHANGED OR MODIFIED, NOR ASSIGNED TO ANY THIRD PARTY WHATSOEVER WITHOUT THE: WRITTEN CONSENT OF D M c Architecture DATE ISSUE 09/14104 ISSUE TO ENGFL 04/29/05 BLDG DEPT ISSUE A, 1% 05/25)05 BLDG DEPT CORR. 06/15/05 BLDG DEPT CORR. 03 /03/06 OWNER REVISION ...... .... JOB NO.: 04010 CAD FILE NAME A-5.DWG DRAWN: D.A. E. APPROVED: L.D.M. SCALE: SHOWN VESCRIPTION: WALL SECTIION!� SUSPENDED CEILING SYSTEM SHALL COMPLY WITH UBC FACE OF GYP. STANDARD 25-2. SUPPORT OF LIGHTING FIXTURES HORIZONTAL CEILING PLANE BD. WALL ABOVE AND AIR TERMINALS WITHIN CEILING SYSTEMS OF VERTICAL COMPRESSION STRUT WHERE OCCURS INTERMEDIATE -DUTY SHALL INCLUDE THE FOLLOWING: FASTEN T9 STRUCTURE ABOVE f f f f #9 HANG WIRE AT 48" O.C. AT 12'-0 O.C., BOTH DIRECTIONS. TO STRUCTURE ABOVE 1. FIXTURES INSTALLED IN CEILING SYSTEMS SHALL BE Sj�RT POINT TO BE WITHIN 72 MAXIMUM OF EACH EXTERIOR PLASTER FACADE MOUNTED IN SUCH A MANNER THAT WILL NOT COMPROMISE SURROUNDING WALL 12 4-WAY SIESMIC TIES AT CEILING PERFORMANCE. 4-0" O.C. TO STRUCTURE (4) NO. 12 GAUGE WIRE LATERAL DIA. BRACING 4'-0" PLYWOOD AS OCCURS 2, FIXTURES SHALL BE SUPPORTED BY SUPPLEMENTAL O.C. STAGGERED ABOVE HANGERS WHEN THE WEIGHT EXCEEDS THE BRACING FASTENED TO CEILING f f f I CONNECT TO STRUC. SYSTEM MAIN RUNNERS WITHIN DEFLECTION CAPABILTY AS SET FORTH IN 2" OF CROSS RUNNER 3/4 X 3/4" BLACK IRON .�: 41' 4X HEADER, SEE PLAN STANDARD 25-2. HANGERS SHALL BE WITHIN 6" OF ABOVE AND PARTITION 1 INTERSECTION AND SPLAYED BELOW. SECURE W/ CHANNELS AT 48" O.C. EACH CORNER OR THE FIXTURE SHALL BE SUPPORTED 90 0 FROM EACH OTHER AT SCREWS TO PARTITION SHIM AS REQUIRED INDEPENDANTLY. DO NOT ECCENTRICALLY LOAD 45 0 MAX. FROM THE cL MAIN OR CROSS RUNNERS. SUPPORTING RUNNERS SHALL NEVER BE ALLOWED TO ROTATE MORE CEILING PLANE. TIE WIRE SECURING CHANNEL TO BLACK IRON THAN 2 DEGREES AFTER THE LOAD IS IMPOSED. L WRAP BUILDING PAPER, CONT OVER 2 X 3. CEILING SYSTEMS AND THEIR CONNECTIONS TO THE BUILDING STRUCTURE SHALL CONFORM CH 16, PART SEALANT AND BAKCER III OF THE UBC. CEILING SYSTEMS SHALL BE DESIGNED f f ROD, TYP. EACH SIDE AND INSTALLED FOR A LATERAL FORCE OF 100 % OF THE WEIGHT OF THE FIXTURE IN ADDITION TO THE A - VERTICAL LOAD PRESCRIBED IN SECTION 25.211.2 z ALUMINUM WINDOW FRAME 4. LIGHTING FIXTURES SHALL BE INSTALLED PER UBC BY ACTORY FINCS (OR ISEQUAL) WITH X, FA SECTION 25.213- a. FIXTURES SHALLACOUSTICAL BE POSITIVELY ATTACHED TO U THE CEILING SYSTEM. THE ATTACHMENT T-BAR OR GYP. DEVICE SHALL HAVE A CAPACITY OF 100 % _j > 8D. CEILING I _H OF THE LIGHT FIXTURE WEIGHT ACTING IN 7/8" FURRING CHANNELS ANY DIRECTION. WINDOW CONDITION ALUM. FRAME Uj WHERE OCCURS AT 24" O.C. b. FOR INTERMEDIATE SYSTEMS NO. 12 GAGE HANGERS SHALL BE ATTACHED TO GRID MEMBERS WITHIN 3 TYPE 'X' GYP. BOARD INCHES OF EACH CORNER OF THE FIXTURE, TANDEM 5/8 FIXTURES MAY UTILIZE COMMON WIRES. 450 c, LIGHT FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL HAVE IN ADDITION TO REQUIREMENTS (2) NO. 12 GAGE HANGERS CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY SCALE SCALE SCALE =V-0)l U 14 H L) =V-0)l BE SLACK. LAA.) "USPEND"Eru" G"YP'. B". CEILINO�' NJ.& 'EA 3 4. d. LIGHT FIXTURES WEIGHING 56 POUNDS OR MORE TYP. INTR r""I"'IR HIEN WT.S 12 U SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. 2x4 CRIPPLE WALL 0 NEW STOREFRONT TO e. PENDANT HUNG FIXTURES SHALL BE SUPPORTED & 16" O/C @ +/-30" MATCH EXISTING DIRECTLY FROM THE STRUCTURE ABOVE WITH NO, 9 GAGE WIRE OR APPROVED ALTERNATE ALUMINUM WINDOW FRAME SUP -PORT WITHOUT THE USE OF THE CEILING BY ACS (OR EQUAL) SYSTEM FOR DIRECT SUPPORT. WITH FACTORY FINISH 5. MECHANICAL SERVICES SHALL BE INSTALLED PER SUSPENDED CEILING TO UBC SECTION 25.214- STRUCTURE ABOVE. SHIM AS REQUIRED MOUr ALUMINUM WINDOW a. CEILING NTED AIR TERMINALS OR SERVICES FRAME BY ACS, WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM DOUBLE STUD, REFER FACTORY FINISH MAIN RUNNERS. CAPACITY CROSS RUNNERSRUNNERS. OF THE TO CONSTRUCTION PLAN (OR EQUAL) SAME CARRYING CAPACITY AS THE MAIN RUNNERS. d 44 4 4 4 Ice 2x6 CEILING JOISTS b. TERMINALS OR SERVICES WEIGHING 20 POUNDS EXTERIOR PLASTER BUT NOT MORE THAN 56 POUNDS SHALL HAVE AT 16" O/C SEALANT AND BACKER IN ADDITION TO THE ABOVE NOTED, (2) NO. 12 PLYWD. SHEATHING ROD, TYP. EACH SIDE GAGE HANGERS CONNECTED FROM THE TERMINAL OR SERVICE TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 1/2" GYP, BOARD, C. TERMINALS OR SERVICES WEIGHING MORE THAN TYPICAL Wo- IUFIN. FLOOR 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM 2" MAX THE STRUCTURE ABOVE BY APPROVED HANGERS. TYP. 12 GAUGE VERTICAL WIRE 6. REFER TO TABLE 25-2 A UBC FOR MINIMUM SHIM AS REQUIRED LOAD CARRYING CABABILITES OF MAIN HANGER AT 48' O.C. MAX. SUSPENDED FROM RUNNER MEMBERS AND TABLE 25-213 FOR FINISH CLG. STRAIGHTNESS TOLERANCES OF STRUCTURAL STRUCTURE ABOVE. - — - — - — - — - — - — - EXISTING CONCRETE 4 MEMBERS OF SUSPENSION SYSTEMS FOR TYP. MAIN RUNNER SLAB, SEE PLAN CEILINGS. TYP. CROSS RUNNER 7. INSTALLATION OF SUSPENDED CEILING 2X4 STUDS AT GYP. BOARD AS SYSTEMS, LIGHTING FIXTURES AND 16" O/C 0 MECHANICAL FIXTURES SHALL CONFORM NOTE: I OCCURS TO SECTION 25.212 OF THE UBC FOR ALL NEW CEILINGS SHALL BE INSTALLED VERTICAL HANGERS, PERIMETER HANGERS, PER U.B.C. STANDARD NO. 25-2 FOR RESTR�� LEASE SPACE 00 LATERAL FORCE BRACING, PERIMETER ACOUSTICAL TILE AND LAY IN CEILING SEALANT AND BACKER MEMBERS AND MEMBER ATTACHMENT. SYSTEMS, 1997 EDITION I ROD, EACH SIDE SCALE A rm SCALE SCALE SCALE lu" 10.P. B 0" A RLr j*k C" L GO 31t= i I _01) 0" R% E F R% 0 T J A M B 7. 'U"LADN"U" E'*'&L N.T.S. _000"l-wk- BUILDING STD. DOOR 2 1/2" x 1 1/2" x 1/4" CONTINUOUS STEEL ANGLE AT OPENING PERIMETER. FLR. FINISH CONT. PLYWOOD PER FINISH BUILDING STD. 4x HEADER, SHEATHING FASTEN TO WOOD STUD PLAN DOOR FRAME SEE STRUCTURAL FRAMING WITH 3/8"0 x 3)) LONG LAG BOLTS 0 24" —EXISTING CORE WALL DRWINGS r\ PLYWOOD SHEATHING OVER W x CENTERLINE DOOR GYP. BOARD AS EXTERIOR PLASTER z < V AND FINISH TEMPERED GLAZING x 0 MATERIAL SEAM OCCURS WITH METAL LATH 2x WOOD STUD FRAMING, TYP. < - REINFORCING -17 4 W T.O. REVEAL BASE BLDG. Ad-\ I , _j ( "I I FLOOR LINE NEW 5/8" TYPE 'X'~-`a- LINE OF WALL BEYOND GYP. BOARD LAYER ANODIZED ALUMINUM V MOLDING 0 rol SEALANT AND I IffilIMMMIMMM I Imm NJ EXPOSED EDGES BACKER ROD, MINIMUM FURRING STOREFRONT SYSTEM EACH SIDE TO MATCH EXISTING. 0 GA. 1 1/2" x 1 1/2" x 20 GA. CARPET FINISH MATERIAL WIRE SCREEN MESH INFILL >1 PANEL, PAINT FINISH, SEE NEW STOREFRONT TEMPERED GLAZING TRANSOM ABOVE FINISH LEGEND W r NOTE: ALL CARPET AND CARPET TILE SHALL BE SECURELY ATTACHED TO MATCH EXISTING TO SUBFLOOR, IT SHALL HAVE A FIRM PAD, CUSHION OR BACKING. 7/8" EXTERIOR PLASTER NEW STOREFRONT 0/ WWM 0/ CONSTRUCTION THE MAXIMUM PILE HEIGHT SHALL BE 1/2" EXPOSED EDGES OF METAL CHANNEL AT DOOR WITH ANODIZED 3 PAPER 0/ PLYWOOD SHTG. SHAFT WALL TO CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE ALUMINUM FRAME AND ACCOMODATE NEW TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET TEMPERED GLAZING TO 2x6 BLOCKING EDGE TRIM SHALL COMPLY WITH CBC 1124.6.2 LEVEL CHANGES. MATCH EXISTING. SEE ELECTRICAL. SEE SHEET DA-1 FOR ADDITIONAL INFORMATION, SCHEDULE EQ EQ SCALE SCALE SCALE SCALE SCALE N lu z"vj%T0%rR%EFffR%U`&1NNT INNEAU 317=V-0" 1 ACCESSIBLE THRESHOLD SILL N.T,S. '14. 10"TERMEDIATE Mu"'LL10"N' 3))= 1 f —0" Sp= 1 P —0" 6. WIRE Z'SCREEN INFILL PAN'El. 1 1Z2"=1 Irk WOOD OR HOLLOW MET DOOR WHERE EXISTING ROOF/ BIM. (SEE SCHED) CEILING STRUCTURE SEALANT TO REMAIN EXISTING ROOF FRAMING 2X WOOD STUDS @ 16" O/C FACE OF STUD, I I I 1 11 TRUSS W/ 1/2- GYP. BOARD BOTH BEYOND ALUMINUM C6 STAINLESS SIDES, TYP, U.N.O. 1/4" TEMPERED GLASS DOOR DOUBLE TOP K PLATE FRAMING STL. BAND _T7 1 3/4" 0 0 n ALUMINUM MULLION SUSPENDED CEILING BATT INSULATION WHERE ALUMINUM GRID AS OCCURS VENT PIPE e- OCCURS, SEE PLAN DOOR SWEEP, TYP. 1 1 /2" 3/4 U_ 0 THRESHOLD LL DOOR WITH TEMPERED W 0 BATT INSULATION, ci re 0 of 1# 4 01 BASE - SEE FINISH GLAZING EXP. MAT AND 0. FLEXIBLE SCHEDULE 1/2 PER PLAN 0 FLASHING SEALANT CONCRETE 1 2 "GYP BOARD SLAB TO TMICAL, BOTH SIDE EXT. PAVING, SEE 11" A 15" '04 U.N.O. 2X P.T. SILL PLATE, FASTEN TO STRUCT. 0 BUILT-UP DIA. SHOTPINS ARCH DRWGS. DRW I 2x4 STUDS SEE SLAB W/ 1/4 ROOFING 0) FLOOR PLAN AND STRUCTURAL DRAWINGS AT 24- O/C TYP., U,N.O. #4 BARS 0 18" + I O/C 0 DOOR 2X INTERMEDIATE N J\ I IZI F.F. + FIRE BLOCKING =4= FLOOR FINISH (MIN. 3) VAPOR PLYWOOD SHEAR GYP. BOARD OVER BARRIER WALL AS OCCURS, T T SEE STRUCTURAL .4 GRAVEL DRAWINGS BLOCKING 2X4 P.T. SISLAB AS REQ'D FASTEN TO SLAB WITH 1/4 DIA 10 SHPTPINS AT F. F. 24 O/C. E SCALE PAr"j 1 11 SCALE A RONT SCALE _0" 0 SCALE SCALE SCALE PIPE PENETRATIrf""IN DETAIL 17. b"ASE WO"'OD WALL '10., OTOREFRON'T SCALE ti 00TV""RER 5. FULL HEIG"wNT mT T1 N 1 �0' 3 1 1/2 r A/ DEQ-4 o _j 21632 P C PA_\ Jewel Plaza, LLC 1030 Main Street Santa Ana, California 92701 D rM c Architecture RESERVES ITS COMMON LAW COPYRIGHT IN THESE DOCUMENTS. THEY ARE NOT TO BE REPRODUCED, COPIED, CHANGED OR MODIFIED, NOR ASSIGNED TO ANY THIRD PARTY WHATSOEVER, WITHOUT THE WRITTEN CONSENT OF D M c AreNtacture 971-VO 09/14/04, ISSUE Tor ENGFL 04/29/05 05/25/05 BLDG DEPT ISSUE BLDG DEPT CORR. 03 103106 OWNER REVISION JOB NO.: 04010 CAD FILE NAME A-6.DWG DRAWN: D.A.E. APPROVED: L.D.M. SCALE: SHOWN CORNER BEAD TYP, AT EXPOSED EDGES. WOOD POST, ' SEE PLAN GYP. BOARD LAMINATE TO POST EXISTING WALL _ . w--- s WOW Kul@COL CONSTRUCTION PAPER EXTERIOR PLASTER OVER WIRE LATH PLYWOOD AS OCCURS CAULK, TYP. T.O. REVEAL T.O. WD. MOLD PLASTER MOLD REVEAL — FRY REGLET #PCS 75-1 50 PAINT TO I MATCH PLASTER 1 CAULK, TYP, --- �' ""RNER BEAD EXPOSED aES 'E COLUMN ', BOARD STUD _T @ COLUMN F 911, 1111 . . +� r • a_. - �.. �}}SCALE 1 L7> r PLYWOOD SHEATHING AS OCCURS EXTERIOR PLASTER OVER WIRE MESH OVER CONST. PAPER CHANNEL SCREED REVEAL BY FRY REGLET #PCS-75-25/25 (OR EQUAL), PAINT FINISH STONE VENEER, SEE ELEVATIONS THINSET OVER GALVANIZED WIRE LATH OVER CONST. PAPER CONTINUOUS S/S ANGLE 0 SCREED BY SCHLUTER SYSTEMS (OR EQUAL) CONTINUOUS CAULK, TYPICAL —�— n F.G. EXISTING WALL GYP. BOARD OVER METAL STUDS CORNER BEAD AT EXPOSED EDGES PIPE COLUMN, SEE STRUCTURAL DRAWINGS SCALE Aft 31) >_O)2 lb za EXTERIOR PLASTER O/ PAPER BACKED WIRE MESH OVER BUILDING PAPER, INSTALL PER U,B.C.SECTION 2506 R13 BATT INSULATION, AS OCCURS PLYWOOD, AS OCCURS 2x FRAMING, SEE PLAN 2x4 PRESSURE TREATED SILL FRYMOLD WEEP SCREED CONT. AT EDGE OF CONC. EXISTING/NEW SLAB/F.F. SCALE r EXTERIOR PLASTER OVER WIRE MESH OVER CONST. PAPER SEALANT (2) PIECE CONTROL SCREED BY FRY REGLET PCS (OR EQUAL) PAINT TO MATCH WALL. PLYWOOD SHEATHING AS OCCURS SCALE 12»� 1 y_(�>, e BOTTOM OF SOFFIT = z 0 w <t vi a CANVAS AWNING WITH SCREW FASTENERS AT SUPPORTS, SEE FINISH LEGEND FOR SPECIFICATIONS 2"x2" STEEL FRAME, TYP. AT TOP AND BOTTOM, PAINT AT FIELD PER OWNER 3/8" DIA. x 5" L. LAG BOLT 0 24" O.C., TYP. HORIZONTAL SUPPORTS, SPACE EQUALLY, REFER TO ELEVATIONS FACE OF BLDG. a SCALE 1 1 /2»� ,—Olt VERTICAL SOFFIT, SEE ELEVATIONS ATTIC AR Do 2" EXTERIOR PLASTER 0 HORIZ. SOFFIT OVER WIRE MESH OVER CONSTRUCTION PAPER CONTINUOUS SOFFIT VENT BY FRY REGLET #DS-875—V-200 (OR EQUAL) PAINT FINISH U.N.O. SCALE �2I)=1 9—Olt V"EINTr GYP. BOARD 0 INTERIOR WITH 'J' MOLD Q EXPOSED EDGES AND CONT. CAULK, TYP. STOREFRONT SYSTEM, SEE PLAN t�d.a;.vr+a awav f i..ws_.I FULL TILE Q FACE 10, SEE ELEVATIONS WOOD SHIM BLOCK, AS OCCURS CONTINUOUS CAULKING, TYPICAL BACKER ROD PLYWOOD SHEATHING, AS OCCURS STONE VENEER PLYWOOD SHEATHING AS OCCURS STONE TILE VENEER Q THINSET, SEE FINISH LEGEND CONTINUOUS CAULK SEALANT WITH BACKER ROD 0 JOINT, TYP. BUTT JOINT, TYP. @ STONE TILES EXTERIOR I FACADE. AS CAULKING, 1 1 /2" R, T.O, MOLD/ w Uy CAULKING, STONE VEN GALVANIZED WIRE OVER LATH OVER 15 LB. PAPER EXTERIOR PLASTER --- -� J MOLD CAULK, TYP. RETE TILE ROOF AT ANODIZED ALUMINUM :8C COMPLIANT -FRONT DOORS WITH 'E' TEMPERED GLAZING, )OOR SCHEDULE, SHEET FOR SPECIFICATIONS ANODIZED ALUMINUM -FRONT SYSTEM WITH 'E' TEMPERED GLAZING, )NAL DOORS SHOWN) :NL. t�f � f t%Y 1/4 1 u GYP. BOARD Q INTERIOR 2x WOOD FRAMING STRUC. SHEAR �° D EL t'4 All #C 21632 �r Exp. 01 31 07 � ..` DMc Architecture RESERVES ITS OOMMON LAW COPYRIGHT IN THESE DOCUMENTS. THEY ARE NOT TO BE REPRODUCED, COMM, CHANGED OR b 0011"IED, NOR ASSIGNED TO ANY THIRD PARTY WHATSOEVER, WITHOUT THE WRITTEN CONSENT OF D M C AeotTl,re 4lllff r I am m9Y ..� 1 t 78 6 Ar i> 1 9 ..... f9 - .,..�,... ALUMINUM STOREFRONT STOREFRONT GLAZING SYSTEM, SEE SYSTEM PLAN PLYWOOD SHEATHING, SEE BREAK METAL STRUCTURAL DRAWINGS EXTENSION 2x WOOD FRAMING TO MATCH JOB NO : 04010 13 STOREFRONT A 3 CAD FILE NAME TOP OF REVEAL I STRUCTURAL SHEAR WALL A-7.DWG SEALANT AND ! SYSTEM, SEE FRAMING PLAN DRAWN: D.A.E. BACKER ROD 0 A_7 j 1 /2" GYP. BOARD, TYP. APPROVED: L.D.M. PERIMETER, TYP.i BOTH SIDES U,N.O. W J MOLD C7 SCALE: SHOWN / 1 PERIMETER J METAL CHIM BLOCK AS REQUIRED DESCRIPTION: STONE VENEER, INTERIOR g STONE VENEER OVER ENLARGEAND DETAILS PLANS SEE LEGEND A-7 15 LB. ASPHALT ORGANIC PAPER, LAPPED MORTAR BED — 10 GALVANIZED METAL LATH SHEET: CONSTRUCTION A_7 (18 GA.) PAPER SCRATCH COAT PLYWOOD SHEATHING NOTE: THINSET MORTAR BED SEE 2/A-7 FOR ADDITIONAL LINE OF 2x SHAPED INFORMATION. WOOD BULLNOSE TRIM iLl 1 I r i r■■ I■ F N -I" "ISH SCHEDULE DOOR SCHEDULE DOOR ROOM DOOR FRAME NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING NO. NO. WIDTH HEIGHT THICK. HW GRP CORE M /FINISH HEAD JAMB THRESH. ELEV. �REMARKS NAME FLOOR BASE MATERIA FINISH MATERIA FINISH MATERIA, FINISH MATERIA FINISH MATERIA FINISH HEIGHT REMARKS 101 31-0)) 71-0)1 1 TG ALUM B PAI R LOW "E" TEMP. GLAZING — PAIR, 1/2" THICK LAMINATED 3 ELE CTRIC ROOM 104 FF-1 GB CMU BRICK GB GB P-5 ±9'—O" TAPE/ SAND SMOOTH/ PRIME 103 3 2 TO ALUM. 6/A-6 9/A-6 5/A-6 A 5" H. INTEGRAL COVE BASE EXIT DOOR NOTES: HARDWARE GROUP NQ. 3-NON RATED aINGLE INTERIOR RUTROOM DOQ 1. EXIT DOOR HARDWARE SHALL BE OPERABLE FROM THE INSIDE 3'-0" X 7'-0" X 1 3/4" LEGACY WITHOUTTHE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. -0" X 7'-0" ALUMINUM BY TIMELY WITH FACTORY FINISH' -PULL FRAME:3' DOORS SHALL BE OPERABLE BY PANEL BARS, PUSH ACTIVATING BARS (THAT DO NOT REQUIRE A GRASPING OR TWISTING MOTION). ALL HARDWARE SHALL BE MOUNTED 30"-44" HARDWARE. ABOVE FINISH FLOOR PER CBC SEC. 2-3304. (3) HINGES: STANLY FBB 4 1/2- X 4 1/2- 652 FINISH 2. ALL EXIT DOOR HARDWARE SHALL 8 0 AN APP D P (1) LOCKSET: SCHLAGE PRIVACY LOCKSET 626 FINISH THAT IS TESTED IN ACCORDANCE WITH THE PROCEDURES (1)FLOOR S-TOP: TRIMCO (OR EQUAL) W/RISER AS REQUIRED 626 FINISH ESTABLISHED BY STATE FIRE MARSHALL CHAPTER 2-60 OF (I)CLOSER: LCN SURFACE MOUNTED #4041 689 FINISH TITLE 24. 3. PANIC HARDWARE WHEN INSTALLED, SHALL COMPLY WITH, THE HARDAARE GROUP NO. 4-NON RATED SINGLE EXTERIOR ELECTRICAL REQUIREMENTS OF THE U.B.C. STANDARD NO, 33-34. R!20M QOOR THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 30" OR MORE THAN 44" ABOVE FINISH FLOOR. -0" X 7' _0" X 1 3/4- 16 GAGE HOLLOW METAL CONTINUOUS THE REQUIRED UNLATCHING FORCE WHEN APPLIED IN THE SEAMLESS EDGE BY AMWELD (OR EQUAL) STANDARD FACTORY PRIME DIRECTION OF EXIT TRAVEL. FINISH, FIELD PAINT FINISH 4. MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS FRAME:3'-O" X 7'-0" HOLLOW METAL EXTERIOR FRAME BY AMWELD, 16 AND SURFACE BOLTS ARE PROHIBITED FOR EXIT DOORS. GAGE KNOCKDOWN WITH 1 3/4- FACE. FACTORY PRIME FINISH, FIELD WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTO,MATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE PAINT FINISH. FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE HARDWARE: MORE THAN ONE OPERATION. (3) HINGES: STANLY RB8 4 1/2" X 4 1/2" NRP 652 FINISH 5. ALL. DOORS WITH L06KS TO BE KEYED SEPARATELY WITH ONE (I)LOCKSET: SCHLAGE L9453 626 FINISH MASTER KEY. VERIFY WITH CONSTRUCTION COORDINATOR (1)THRESHOLD: REESE ENTERPRISES KEYING SCHEDULE PRIOR TO PLACEMENT OF HARDWARE. HARMA-RE,GROUP NO. 5-NON RATED SINQLE EXTERIOR j8ASH HARDWARE SCHEDULE: ENCLO�jURE MAN DOOR Sa HARDWARE GROUP NO. 1-NON RATED PAIR STOREFRONT DOUBLE ENTRY DOOR: 3'-0" X 6-8" X 1 3 4" 16 GAGE HOLLOW METAL CONTINUOUS DOORS SEAMLESS EDGE BY AMWELD (OR EQUAL) STANDARD FACTORY PRIME DOORS- 3'-0" X 7'-Oft PAIR ANODIZED ALUMINUM WITH LOW "E" TEMPERED FINISH, FIELD PAINT FINISH GLAZING FRAME:3'-O" X 7'-0" -HOLLOW METAL EXTERIOR FRAME BY AMWELD, 16 %.. 0 U L 0' R MATErK""IAL t` "i P"' Eu` I F I A T I %f j'N Nz' " 3' FRAME: 6'-0" X 7'-0" ANODIZED ALUMINUM WITH INTEGRAL TRANSOM GAGE KNOCKDOWN WITH 1 3/4- FACE. FACTORY PRIME FINISH, FIELD PAINT FINISH. (2) LOCK -NARROW BACKSET: ADAMS RITE MS1850S 628 FINISH (3) HINGES: STANLY RBB 4 1/2" X 4 1/2" NRP 652 FINISH FF EXPOSED CONCRETE SEALER: 'THOMPSON'S WATER SEAL (2) CYLINDER: SCHLAGE 626 FINISH (1)LOCKSET: SCHLAGE L9453 W/ SLIDE BOLT 626 FINI I SH WATERPROOFING (OR EQUAL) EXTERIOR FINIaH MAT (2) ARMOR COLLAR: KEEDEX 626 FINISH OR ADAMSRITE MS 1850 AND ERIAL MS4002 ARMOR STRIKE PLATE HARDW--ARE GEZ0UP NO. 6-EXTERIOR ROLL UP DOOR AT TRAS F SHEET VINYL FLOORING BY TARKETT SOMMER, "PRIMO PLUS" EXTERIOR METAL WORK/DOORS- ICI PAINTS "JAMAICAN BLUE" 1307 (1) EXIT INDICATOR- ADAMS RITE 628 FINISH ENCLOSURE (2) PAIR DOOR PULL: TRIMCO (OR EQUAL) BACK TO BACK INSTALLATION 2 #3793 316 HOMOGENEOUS;- STEVE FRIEDMAN, COMPASS CONCEPTS, 630 FINISH DOOR: 6-8" X 6-8" (ROUGH OPENING): BY CORNELL (OR EQUAL), 18 GAGE L 1-800 543-6033 EXT 323 (2) O.H. CONCEALED CLOSER: LCN CLOSER 689 FINISH WITH FACTORY ANODIZED FINISH rp _)i (2) DOOR BOTTOM: REESE ENTERPRISES 628 FINISH FRAME AND GUIDES: STEEL (BY MFR.) 1/8" THICK WITH FACTORY FINISH WOOD TRIM -ICI PAINTS "SWISS COFFEE" # 1316 TO MATCH ST-3 (1) DOOR THRESHOLD: REESE ENTERPRISES 628 FINISH HANDLE: STEEL (BY MFR.) OPERATING MECHANISM- MANUAL CHAIN HARDWARE GROUP NO. 2-NON RATED SINGLE STOREFRONT ENTRY DOOR HARDWARE- PROVIDE HARDWARE AS REQUIRED FOR EXTERIOR WALLS (INTERIOR APPLICATION WITW Tf7hA mrr) y �-�-� ,rUwv /nm"-^^ r�/m/� ~vn/on umov � uvo ,v �n/vn ° � ^ ' ` ^ ^^~^ ~^-~ VINYL WALL BASE:4° H. COVED BASE BY ARkdSTRON{), �OD JET BLACK, `�� GLAZING � CONTACT' CARLA R/K�ZEK OTR|WE3T 800.608.0690 ^ FRA�23^-O" X �`-O~ ANODIZED ALUMINUM WITH INTEGRAL TRANSOM � . ' �-�-� WOOD TRIM -ICI PAINTS ARTISAN BROWN" � J14 HARDVWARE- " 1 SET PIVOT. GLYWN JOHNSON 626 FINISH (1) LOC K-NARROW BACKSET: ADAMS RITE MS1850S 628 FINISH ORADAMSR|TE ' 1850 AND WS4002 ARMOR STRIKE PLATE PAINTFINISHE CYUNDER:SCHLAGE 026 FINISH �FSVJ STONE VENEER: 18" X 18" SLATE NOMINAL. TILE BY ARCHITECTURAL TILE ARMOR COLLAR: KEEDEX 626 FINISH rp STANDARD PAINT: |C1 PAINTS` DIANA TROUT' AND STONE- TO MATCH ARCHITECT'S APPROVED SAMPLE. EXIT |NDI{*JDR� /�AW5 RITE 8�8 FINISH 80O344BO42 EXT. 54�-�451 ^ \1 / ' ' ' hA PAIR DOOR PULL: TR|WCD (0R EQUAL) BACK T0 8A�� INSTALLATION 630 FINISH ` ^ -- FLAT FINISH: /?\ COATS DULUX PROFESSIONAL INTERIOR, 100% 1\ O.H. CONCEALED CLOSER: LCN CLOSER 689 FINISH -F� S.V STONE VENEER: 16" X 16" TRAVERTINE TILE BY ARCHITECTURAL TILE (1) DOOR BOTTOM: REESE ENTERPRISES 628 FINISH It 2 AND STONE— TO MATCH ARCHITECT'S APPROVED SAMPLE. (1) DOOR THRESHOLD: REESE ENTERPRISES 628 FINISH A. "T" TEMPERED GLAZING B. C. SLAB Fin SCHEDULE (NOTE: ALL GLASS AND GLAZING SHAL WINDOWZ' REMARKS LOW "E"/ TEMPERED VERIFY IN FIELD EMT! 9FAM14 1/2" LAMINATEDLOW "E"/ TEMPE�EAD, VERIFY IN FIELD TEMP. GL. LOW "E"/ TEMPERED VENIFY IN FIELD LOW "E"/ TEMPERED VERIFY IN FIELD TEMP. GL. LOW E"/ TEMPERED VERIFY IN F 1/72 LAMINATED LOW "'E"/ TEMPERED VERIFY IN FIELD TEMP. GL. LOW "E" TEMPERED VERIFY IN FIELD � � 1030 Main Street DIVIc Architecture RESERVE-S ITS COMMON LAW COPYRIGHT / THEY ARE NOT TO �THESE � MmmuD. NOR ASSIGNED TO ANY THIRDPMY WRATSOVER, WITHOUT THE WRITTEN CONSENT OF � D0AuAnchNmxuTe � � | \� ^ ` 1 NE ISSUE / � il)OW06 OWNER REVISION ' ` ELEC. ROOM 15 RESTROOM A ±8,-O" At`� +8'-0" A.F.F. A. F. F. �104 T \T 4Z,---Z-Z Z-ZY2�Z _ZZZZZZ� 7777ZZZg-_2�_ GFI r -I El-- +422 EP RESTROOM I ELEC. RESTROOM 105A ROOM 105 ,0 7 F 11 10 L NNOM MEN= wmam OWN 6 2 G+.. L +42 RESTROOM r ----- - - 105A 7 F91 E3] L L 3 Nor D 4 121 n17 ffl-/ TYP. DD WE db db 10 L 1_1 .12 n2 F51 I _JA ±10'-O" TYP. A.F.F. A-7 I f A 3 10 13 LL 7 L 1,116A]l -4$ 2 3' 4 All/ r_ r6 5 TYP, 106A +42" +42 4 8 GFI GFI 6 -0" +8, TYP, (it A.F.F. Ja +8'-0 a a J J °= J F EF r 3 A.F.F. GFI GFI + 2" 14 4 +42" 8 7A 110- 6 L U. 4 2 r 7 10 10 F21 107 WALL TELEPHONE (AS OCCURS) 4.7 THERMOSTAT L n12 (AS OCCURS) TYP. 5 P] LIGHT SWITCH/SENSOR FT (AS OCCURS) TY I> Ir 9 L E] 60P TYP. (D tUt r Mi W (0 I a_ A L TYP. DUPLEX OUTLET 5 108" ±10,-O" At'\ TYP. TELEPHONE OUTLET A.F.F. 5 1. LIGHTING AND VENTILATION SHALL BE PER CBC SECTION 1202 WITH A MINIUMUM OF 15 CFM "r NOTE: TYP. TYPICAL OUTLET ELEVATION OR OUTSIDE AIR PER OCCUPANT. TYq A" db1 1NWW I rj b 0 dbq' MF 12 _j 11 TYP, A SCALE SCALE UL 'TILIT)rf tw"'LAN E I L I LA& 1�81)= 0 1) 10. REFLEC""TEE) U NU V N 1 �8 1 —09 NEW 400A MIN., 3 PHASE, 120/208V V, 4 WIRE ELECTRICAL SERVICE WITH CONDUIT 121 PROVIDE NEW HVAC (1) TON PER 225 SQUARE FOOT MIN., SEE MECHANICAL PLANS FOR Fil EXISTING SUITE TO REMAIN AS IS (NO GRID, EXPOSED ROOF TRUSSES). NEW CEILING GRID NEW 2' X 4' FIXTURE F TO SUITE. LOCATIONS AND SPECIFICATIONS. F2] NEW 2' x 4' SUSPENDED MEDIUM GAGE T-BAR CEILING SUSPENDED FR M STRUCTURE NEW 200A (43) CIRCUIT DISTRIBUTION PANEL 0 SUITE. 131 NEW 2" CONDUIT WITH (25) PAIR CABLE TO SUITE FROM TELEPHONE POINT OF ENTRY AT WITH LAY -IN ACOUSTICAL PANELS BY ARMSTRONG (OR EQUAL), SEE 15 SURFACE MOUNTED FIXTURE NEW 2' X 4' FIXTURE NIGHT LIGHT F 0 BUILDING. SEE SHEET SP-1 FOR LOCATION ON -SITE. A-6 NEW 400A ELECTRICAL DISTRIBUTION PANEL @ SUITE. 141 INSTANTANEOUS HOT WATER HEATER WITH HARDWIRE CONNECTION, TYPICAL. SEE ELECTRICAL F31 NEW SUSPENDED GYP, BOARD CEILING WITH 5/8' TYPE Y GYP. BOARD SUSPENDED FROM SWITCH, SINGLE POLE NEW V X 4' FIXTURE n4 NEW CEILING MOUNTED JUNCTION BOX LOCATION FOR TENANT SIGNAGE WITH HOMERUN F AND PLUMBING PLANS FOR SPECIFICATIONS. STRUCTURE ABOVE, SEE 8 CONDUIT TO DISTRIBUTION PANEL. F151 EXISTING HOSE BIBS LOCATION TO REMAIN. A-6 �3 3-WAY SWITCH, SINGLE POLE NEW 1' X 4' FIXTURE - NIGHT LIGHT F51 NEW DUPLEX ELECTRICAL OUTLET, INSTALL PER TYPICAL OUTLET ELEVATION, THIS SHEET. F41 NEW SUSPENDED 1/2" THICK GYP. BOARD CEILING SUSPENDED FROM STRUCTURE ABOVE. n16 EXISTING HOSE BIBB LOCATION TO BE UTILIZED FOR NEW AT NEW CONNECTION. SEE SHEET EXHAUST FAN OUTLET NEW 2' X 2' FIXTURE 5] NEW 2' x 4' RECESSED FLUORESCENT PARABOLIC LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS. F] NEW SEPARATE CIRCUIT GFI ELECTRICAL OUTLET AT RESTROOM WET AREA, INSTALL AT SP-1 AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. F HEIGHT AS SHOWN. n6 NEW SURFACE MOUNTED 1' x 4' LONG FLUORESCENT LIGHT FIXTURE, SEE ELECTRICAL EXIT SIGN - DIR. SINGLE FACE NEW 2' X 2' 'FIXTURE -NIGHT LIGHT R7 PROVIDE 2 1/2" DIA. GAS LINE TO SUITE FROM LANDLORD'S GAS METER LOCATION. DRAWINGS. (SEE PLANS FOR ARROWS) REFER TO SHEET SP-1 FOR METER LOCATION ON -SITE, DUPLEX WALL OUTLET DATA WALL JACK BUILDING STANDARD F71 SWITCH LOCATION. 81 PROVIDE 1- MIN. WATER LINE (50 PSI MIN.) STUB -OUT TO SUITE FROM LANDLORD GFI DUPLEX WALL OUTLET COMBINATION TELEPHONE/DATA WALL F 17 0 RECESSED DOWNLIGHT- ON-SITE WATER METER. SEE SHEET SP-1 FOR METER LOCATION. JACK (2) DUAL JACKS ON 4'S BOX EXHAUST FAN LOCATION, SEE MECHANICAL DRAWINGS. MTD. IN CTR. OF TILE (U.O.N.) F91 VERIFY AND/OR PROVIDE 4" DIA. MIN. SEWER LATERAL TO SUITE. DOUBLE DUPLEX OUTLET 220 SPECIAL WALL RECEPTACLE, TYPE AS SURFACE MOUNTED CONVENIENCE OUTLET FOR TENANT SIGNAGE, RECESSED WALL WASHER - NOTED DUPLEX WALL OUTLET- SEPARATE CIRCUIT SURFACE MOUNTED ILLUMINATED EXIT SIGNAGE, SEE ELECTRICAL DRAWINGS, MTD. IN CTR. OF TILE (U.O,N.) F1 61, SEWER LINE TO ACCOMODATE FUTURE GREASE INTERCEPTOR (NIC) AS REQUIRED, VERIFY F161 AT A ELD. JUNCTION BOX + DOUBLE DUPLEX OUTLET- SEPARATE CIRCUIT Fill LINE OF CANOPY AT EXTERIOR. FLUORESCENT LIGHT STRIP F1]1 PROVIDE NEW HVAC (2) UNITS WITH CAPACITY OF (12) TONS, NOT INCLUDING DUCT F12] EXTERIOR SURFACE MOUNTED INCANDESCENT LIGHTS 0 BUILDING FACADE. WORK. SEE MECHANICAL PLANS FOR LOCATIONS AND SPECIFICATIONS. V TELEPHONE WALL JACK ELECTRICAL DISTRIBUTION PANEL I__0 WALL MOUNTED FIXTURE W/HT A.F.F. F1_3] LINE OF STUCCO SOFFIT ABOVE. Eh r V a I V J I A V1 - Jj wj OPM000 GFI L------ 13 A I U" T t L I T �Yf P"kLAIN N10"TE!"03% REFLEL0`;"TEffU"%' U0_%'E1L1NG"*' P1 L&" 1k1Aw%TE,#% U ItN IN U DMc Architecftue 3700 Campus Drive Suite 102 Newport Beach, California 92660 Tel 949.2612324 Fax 949.261.7271 A DEttj cs #C 21632 Exp, 01 31 07 �_ tj 1k I 0 Jewel Plaza, LLC 1030 Main Street Santa Ana, California 92701 DIVIc Architecture RESERVES ITS COMMON LAW COPYRIGHT IN THESE DOCUMENTS. THEY ARE NOT TO BE REPRODUCED, COPIED, CHANGED OR MODIFIED. NOR ASSIGNED TO ANY THIRD PARTY WHATSOEVER, WM40UT THE WRITTEN CONSENT OF 0 M c ArchiLacture DATE ISSUE 09/14/04 ISSUE TO ENGR. 04/29/05 BLDG DEPT ISSUE 05125/05 BLDG DEPT CORR. 06115/05 BLDG DEPT CORR. 03 /03106 OWNER REVISION JOB NO.: 04010 CAD FILE NAME A-9.DWG DRAWN: D.A. E. APPROVED: L.D.M. SCALE: SHOWN DESCRIPTION: REFLECTED CEILING PLAN UTILIV PL&V 3700 Campus Drive Suite 102 92660 ,co AR DELI rfi --J #C 21632 Exp, 01 31 07 I I AAA! A 11A 1030 Main Street Santa Ana, California 92701 161111r, RESERVES ITS COMMON LAW COPYRIGHT IN THESE DOCUMENTS. THEY ARE NOT TO BE REPRODUCED. COPIED, CHANGED OR MODIFIED, NOR ASSIGNED TO ANY THIRD PARTY WHATSOEVER, WITHOUT THE WRITTEN CONSENT OF D M c Architecture JEOM 0001;;� awl MIX-tolffill DESCRIPTION: ENLARGED RESTROOM PLAN SHEET: 3700 Campus Drive SWte 102 Newl-wi, 9-c-264 Cahfuxtrz, 92660 Tel 949.2612324 Fax 949.261.7271 o A & 0� DELL -4 'A --j #C 21632 � Exo. Q1 31. 07 0 Z�Z�� Jewel 'Plaza, LIL�4v 1030 Main Street Santa Ana, California 92701 DIVIc Architecture RESERVES ITS COMMON LAW 0"101417 IN THESE DOCUMENTS. THEY ARE NOT TO BE REPRODUCED, COPIED, CHANGM OR MODIFIED, NOR ASSIGNED TO ANY THIRD PARTY WHATSOEVER WM40UT THE WRITTEN CONSENT Of D M c Architecture BLDG DEPT ISSUE 'two 1ESCRIPTION: LANDSCAPE PLAN , .-GENERAL NOTES GENERAL 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE COMMENCING ANY PORTION OF THE WORK, AND SHALL NOTIFY THE ENGINEER AND OWNER IN WRITING IMMEDIATELY IF THERE ARE ANY DISCREPANCIES AND/OR SPECIFICATIONS WHiCH IN FACT EXIST OR WHICH MAY BE REQUIRED iN ORDER TO ACCOMMODATE EXISTING CONDITIONS; COMMENCEMENT OF WORK SHALL CONSTITUTE FULL ACCEPTANCE OF SITE CONDITIONS. 2. ALL OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF WORKING DRAWINGS AND/OR SPECIFICATIONS WHICH MAY REQUIRE CLARIFICATION OR ADDITIONAL DETAILS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. IF THE CONTRACTOR PROCEEDS TO COMPLETE THE WORK ON HIS OWN, HE SHALL ASSUME FULL RESPONSIBILITY FOR SUCH WORK. 3. DO NOT SCALE DRAWINGS. 4. THESE PLANS HAVE BEEN PREPARED SPECIFICALLY FOR THE WORK SHOWN ON THEM. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING SYSTEMS REQUIRED TO PERFORM THE WORK ON THESE PLANS AND OBTAIN STRUCTURAL CALCULATIONS FOR THESE BRACING OR SHORING SYSTEMS BY A LICENSED ENGINEER. 5. THESE PLANS HAVE BEEN PREPARED PER 2001 G.B.C. 6. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL FOR FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ARCHITECT OR ENGINEER FOR INTERPRETATION OR CLARIFICATION. 7. GENERAL CONTRACTOR SHALL FURNISH TEMPORARY SANITARY, WATER AND POWER FACILITIES, WHICH SHALL BE INSTALLED BEFORE JOB IS STARTED AND DURING COURSE OF CONSTRUCTION AS REQUIRED BY CODE. 8. CONTRACTOR SHALL CONSULT ALL REPRESENTATIVES OF CiTY, GAS, LIGHT, WATER, POWER AND PHONE COMPANIES, CONCERNING AVAILABLE FACILITIES BEFORE STARTING WORK OR CONNECTING FACILITIES. 9. CONTRACTOR SHALL PROVIDE SUBSTANTIAL AND ADEQUATE PROTECTION FOR PEDESTRIAN AND OTHER TRAFFIC ADJACENT TO CONSTRUCTION SITE, IN ACCORDANCE WITH U.B.C. CHAPTER 44. 10. PERMIT IS REQUIRED FROM THE DEPARTMENT OF PUBLIC WORKS FOR A PROTECTION FENCE OR CANOPY ON OR OVER ANY STREET OR PUBLIC SPACE. 11. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN TEMPORARY ELECTRIC LIGHTS WHEREVER IT IS NECESSARY TO PROVIDE ILLUMINATION FOR THE PROPER PERFORMANCE AND INSPECTION OF THE WORK. THE LIGHTING SHALL PROVIDE SUFFICIENT ILLUMINATION, AND SHALL BE PLACED AND DISTRIBUTED IN EVERY PLACE WHERE WORK IS BEING PERFORMED. THiS TEMPORARY LIGHTING EQUIPMENT SHALL BE MAINTAINED THROUGHOUT THE WORK, AVAILABLE FOR THE USE OF THE OWNER AND ARCHITECT WHENEVER REQUIRED FOR INSPECTION. 12. SUBSTITUTION: NO SUBSTITUTION SHALL BE MADE WITHOUT THE OWNER AND ENGINEER'S APPROVAL. 13. CLEAN-UP: ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR WORK AND SHALL DISPOSE OF SAME IN A LEGAL MANNER. 14. ALL MATERIALS USED ON THE JOB SHALL BE NEW, UNUSED, CLEAN AND FREE FROM DEFECTS. 15. ALL MATERIALS SHALL BE OF THE BEST OF THEIR RESPECTIVE KINDS. ALL LABOR INSTALLATION SHALL BE PERFORMED IN THE BEST POSSIBLE MANNER BY SKILLED WORKERS. 16. ALL WORK SHALL CONFORM TO THE BEST PRACTICE METHODS PREVAILING iN THE VARIOUS TRADES COMPRISING THE WORK. 17. CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGES TO OWNER'S PROPERTY AS A RESULT OF NEGLIGENCE. CONSTRUCTION SAFETY 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF HIS WORK, 2. THE CONTRACTOR SHALL PROTECT PUBLIC UTILITIES EQUIPMENT BY ENCLOSING OR BOXING IN. UPON COMPLETION OF THE WORK, REMOVE ALL ENCLOSURES OR PROTECTION AND LEAVE THE WORK IN A FINISHED CONDITION. 3. NO TRENCHES OR EXCAVATIONS SHALL BE 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, UNLESS A PERMIT IS OBTAINED FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. 4. ALL ELEVATED AREAS OF WORK, SUCH AS EQUIPMENT PLATFORMS, SHALL HAVE TEMPORARY BARRIERS AROUND THEIR ENTIRE PERIMETER MAINTAINED UNTIL PERMANENT SCREENS ARE COMPLETED, PER OSHA REQUIREMENTS. 5. ALL PERSONS PERFORMING WORK OR OTHER DUTIES ON ROOF AND/OR OTHER ELEVATED LOCATIONS SHALL, AT ALL TIMES, BE PROTECTED WITH SAFETY LINES OR OTHER APPROPRIATE PROTECTIVE DEVICES, PER OSHA REQUIREMENTS. 6. THE ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE _STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE SHALL PROVIDE THE NECESSARY BRACING OR PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE MENTIONED MATERIALS. OBSERVATION VISITS TO THE SiTE BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. CONCRETE: 1. NORMAL WEIGHT STRUCTURAL CONCRETE FOR FOUNDATIONS AND SLABS ON GRADE WITHIN THE INTERIOR OF THE BUILDINGS SHALL BE PROPORTIONED, PLACED AND TESTED IN ACCORDANCE WITH CHAPTER 19 UBC 2001 C.B.C. TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS. SPECIAL INSPECTION 1S NOT REQUIRED. 2. NORMAL WEIGHT STRUCTURAL CONCRETE FOR ELEVATED STRUCTURAL SLABS, WALLS, CAISSONS, GRADE BEAMS AND BEAMS SHALL BE PROPORTIONED, MIXED, PLACED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 19 OF THE 2001 C.B.C., TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. SPECIAL INSPECTION IS REQUIRED. 3. NORMAL WEIGHT CONCRETE SLABS ON GRADE ON THE OUTSIDE OF THE BUILDING SHALL BE PROPORTIONED, MIXED, PLACED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2001 G.B.G., TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS. SPECIAL INSPECTION IS NOT REQUIRED FOR EXTERIOR SLABS ON GRADE UNLESS SPECIFICALLY NOTED ON THE PLANS. 4. ALL REINFORCING STEEL SHALL BE DEFORMED TYPE CONFORMING TO A.S.T.M. SPECIFICATION A615-S GRADE 60 FOR #4 AND LARGER BARS, AND GRADE 40 FOR #3 AND SMALLER BARS. WHERE WELDING OF REINFORCING STEEL IS REQUIRED THE REINFORCING STEEL SHALL CONFORM TO A.S.T.M. SPECIFICATION A706. WHERE EPDXY COATING IS SPECIFIED ON THE PLANS IT SHALL BE IN ACCORDANCE WITH A.S.T.M. D 3963.5. 5. MINIMUM PROTECTION FOR STEEL SHALL BE AS FOLLOWS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE PLANS: MIN. COVER A. CONCRETE CAST AGAINST EARTH ...................................... ..3" B. CONCRETE CAST AGAINST FORMS BUT IN PERMANENT CONTACT WITH EARTH OR WEATHER #6 AND LARGER BARS............................................................2. #5 AND SMALLER..................................................................1 1l2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT O TACT WITH EARTH. SLABS, WALLS, JOISTS: 1 #11 AND SMALLER BARS........................................................1 +_ BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS...................................................................................1 lz" 6. LAP ALL REINFORCING STEEL AT ALL SPLICES AND CORNERS WITH CONTACT LAP SPLICES. STAGGER SPLICES OF REINFORCING STEEL iN SAME LAYER 6'-O" MINIMUM. MINIMUM CONTACT LAP SPLICES SHALL BE AS FOLLOWS UNLESS DETAILED OTHERWISE ON PLANS: #3 BAR......................................12„ #4 BAR......................................16„ #,5 BAR......................................20„ #6 BAR......................................30" #7 BAR ................................. ..... 34„ #8 BAR......................................44„ #9 BAR......................................54„ #10 BAR.....................................68 " #11 BAR.....................................84„ 7. ALL ANCHOR BOLTS SHALL BE FABRICATED FROM MILD STEEL IN CONFORMANCE TO ASTM A307 SPECIFICATIONS U.N.O. & CONTINUOUS DEPUTY INSPECTION IS REQUIRED FOR ALL CONCRETE DESIGNED WITH fc GREATER THAN 2500 psi. WOOD 1. LUMBER SHALL BE GRADED AND DRESSED IN ACCORDANCE WITH WEST COAST LUMBER GRADING RULES AND MUST BE GRADE MARKED. 2. ALL BEAMS, JOISTS, RAFTERS, AND POSTS SHALL BE NO. 1 DOUGLAS FIR -LARCH, BEST OF GRADE. 3. ALL STUDS, PLATES, AND MISCELLANEOUS FRAMING SHALL BE NO.2 DOUGLAS FIR -LARCH, BEST OF GRADE. (BEARING WALLS WITH STUDS 9'4' AND TALLER SHALL BE NO. 1 DOUGLAS FIR -LARCH, BEST OF GRADE.) 4. ALL PLYWOOD SHALL BE DOUGLAS FIR STRUCTURAL I, CONFORMING TO PS 1-95. PLYWOOD SHALL BE STAMPED WITH IDENTIFICATION INDEX AND SHALL BE NAILED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS EXCEPT WHERE NOTED OTHERWISE ON DRAWINGS. 5. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL BE APPROVED BY THE INSPECTOR PRIOR TO COVERING WITH ROOF, FLOOR OR WALL COVERING. 6. SOLID BLOCKING OR BRIDGING SHALL BE PROVIDED AT 8'4' ON CENTER MAXIMUM FOR FLOOR AND ROOF FRAMING. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. T. STANDARD CUT WASHERS SHALL BE USED FOR ALL BOLTS IN TIMBER. BOLT HOLES IN WOOD SHALL BE 1/32 TO 1/16 INCH (MAX.) OVERSIZE. 8. IN STUD WALLS, 2 INCH THICK FIRE -BLOCKING SHALL BE PROVIDED AT 10 FEET ON CENTER BOTH VERTICALLY AND HORIZONTALLY AND AT OTHER CONCEALED SPACES AND INTERSECTIONS IN ACCORDANCE WITH THE 2001 C.B.C., SECTION 708. WHERE STUD WALLS OR CEILINGS HAVE A MINIMUM SPECIFIED SOUND RATING ALL FIRE -BLOCKING OR DRAFT STOPS WITHIN THEM OR AT THEIR INTERSECTIONS SHALL BE MADE USING ONE OF THE OTHER APPROVED FIRE -BLOCKING MATERIALS SPECIFIED IN SECTION 708 OF THE 2001 C.B.C. THAT DO NOT TRANSMIT SOUND. SEE THE ARCHITECTURAL PLANS WHEREVER SOUND WALL CONSTRUCTION IS SPECIFIED. 9. SILL PLATES RESTING ON CONCRETE OR MASONRY WHICH ARE WITHIN 48 INCHES OF GRADE SHALL BE PRESSURE TREATED. SILL WIDTH SHALL BE NO LESS THAN THE WIDTH OF THE STUDS AND SHALL BE FASTENED TO THE FOUNDATION WITH 1/2 INCH DIAMETER ANCHOR BOLTS AT 48 INCHES ON CENTER EXCEPT WHERE NOTED OTHERWISE ON THE STRUCTURAL PLANS AND WITHIN 12" OF ENDS. 10. ALL BOLTS SHALL BE TIGHTENED PRIOR TO NAILING OF WALL SHEATHING, STEEL SHIM PLATES SHALL BE ADDED BENEATH BEAMS AND HEADERS AT SUPPORTS WHERE SHRINKAGE HAS OCCURRED. 11. ALL NAILS SHALL BE COMMON WIRE UNLESS NOTED OTHERWISE. 12. ALL NAILED FASTENINGS SHALL BE IN ACCORDANCE WITH THE STANDARD NAILING SCHEDULE TABLE NUMBER 23-11-B-1 PER THE 2001 C.S.C. UNLESS NOTED OTHERWISE ON THE PLANS. 13. PRE -FABRICATED LIGHT GAUGE STEEL WOOD CONNECTORS SHALL BE "SiMPSON" STRONG -TIE CONNECTORS OF THE TYPE SPECIFIED IN THESE PLANS AND DETAILS. NO OTHER WOOD CONNECTORS SHALL BE USED UNLESS APPROVED BY THE ENGINEER OF RECORD. ALL CONNECTORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THESE PLANS AND "SIMPSON" SPECIFICATIONS AND ALL APPLICABLE I.C.B.O. REPORTS. WHEREVER A SPECIFIC SIZE AND NUMBER OF FASTENERS HAVE BEEN INDICATED IN THESE PLANS THE CONTRACTOR SHALL STRICTLY FOLLOW THE PLANS OVER THE SPECIFICATIONS LISTED IN THE "SIMPSON" STRONG-TiE CATALOG. WHEREVER A SPECIFIC SIZE AND NUMBER OF FASTENERS HAVE NOT BEEN INDICATED IN THESE PLANS THE MAXIMUM NUMBER AND SIZE OF FASTENER SPECIFIED IN THE "SIMPSON" STRONG -TIE CATALOG SHALL BE USED. IF THE CONTRACTOR DOES NOT HAVE CURRENT "SIMPSON" CATALOGS, ICBO APPROVALS, OR INSTALLATION INSTRUCTIONS, THEY MAY CALL "SIMPSON" ,STRONG -TIE DIRECT AT 1-800-999-5099 TO OBTAIN ANY TECHNICAL SUPPORT REQUIRED. 14. UNDER -FLOOR VENTILATION SHALL BE PROVIDED IN ALL CONCEALED FOUNDATION SPACES PER 2001 C.B.C. SECTION 2317.7. 15. LAG BOLTS OR WOOD SCREWS SPECIFIED FOR USE ON THIS PROJECT SHALL BE INSTALLED WITH A 50%-70% LEAD HOLE AT THE THREADED SHANK PORTION AND FULL DIAMETER FOR SMOOTH SHANK PORTION. 16. ALL NEW ENGINEERED LUMBER SHALL BE "MICROLLAM LVL" OR PARALLAM PSL" BY "TRUSS JOIST" AND SHALL BE OF THE SIZE AND LENGTH INDICATED IN THE PLANS AND DETAILS (ICBO NER #292, LARR#24878) 17. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR. 18. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST 1" ABOVE SLAB ON METAL POST BASES. (EXCEPTION: POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREATED WOOD). POSTS OR COLUMNS RESTING ON CONCRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM OF 8" ABOVE ADJACENT GRADE PER U.B.0 Section 23065. ALL ISOLATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WiTH SIMPSON'PR OR EQUIVALENT. 19. ALL BEAMS TO BE SUPPORTED WITH FULL BEARING, U.N.O. 20. STRAP WHEN BOTH TOP PLATES ARE BROKEN WITH SIMPSON ST22, U.N.O. 21. ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF HEART CENTER. 22. ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER SECTION 2320 OF THE UNIFORM BUILDING CODE, U.N.O. 23. ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE CONTRACTOR AND THE ARCHITECT PRIOR TO SUBMITTAL FOR ENGINEER REVIEW. 24. PROVIDE DOUBLE 2x SOLE PLATES WiTH SOLE PLATE NAILING AS SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 Y2" LIGHT WEIGHT CONCRETE IS USED AT THE FLOOR. 25: ALL NEW ENGINEERED LUMBER SHALL BE "MICROLLAM 1.9E LVL" OR PARALLAM 2.0E PSL" BY "TRUSS JOIST" AND SHALL BE OF THE SIZE AND LENGTH INDICATED IN THE PLANS AND DETAILS (ICBO NER #292, LARR#24878) TABLE 2341-B4 1997 UNIFORM BUILDING CODE NAILING SCHEDULE CONNECTION NAILING 1. JOIST TO SILL OR GIRDER, TOE NAIL 3-8d 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d 3. V*" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d 4. WIDER THAN IN6" SUBFLOOR TO EACH JOIST, FACE NAIL 3 - 8d 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2 - 16d 6. SOLE PLATE TO JOIST OR BLOCKING TYPICAL FACE NAIL 16d AT 16"O.C. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3 -16d PER 16" 7. TOP PLATE TO STUD, END NAIL 2 - 16d 8. STUD TO SOLE PLATE 4 - 8d, TOENAIL OR 2 - 16d. END NAIL 9. DOUBLE STUDS, FACE NAIL 16d AT 24"O.C. 10. DOUBLED TOP PLATES, TYPICAL FACE NAIL 16d AT 16"O.C. DOUBLED TOP PLATES, LAP SPLICE 8 -16d 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3 - 8d 12. RIM JOiST TO TOP PLATE, TOENAIL 8d AT 6"O.C. 13. TOP PLATES LAPS AND INTERSECTIONS FACE NAIL 2-16d 14. CONTINUOUS HEADER, TWO PIECES 16d AT 16"O.C. ALONG EACH EDGE 15. CEILING JOISTS TO PLATE, TOENAIL 3 - 8d 16. CONTINUOUS HEADER TO STUD, TOENAIL 4 - 8d 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3 - 16d 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d 19. RAFTER TO PLATE, TOENAIL 3-8d 20. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 21. 1"x8" SHEATHING OR LESS TO EACH 2-8d BEARING, FACE NAIL 22. WIDER THAN 1 "x8" SHEATHING TO EACH BEARING, FACE NAIL 3 - 8d 23. BUILT-UP CORNER STUDS 16d AT 24"O.C. 24, BUILT-UP GIRDER AND BEAMS 20d AT 32" O.C. AT TOP AND BOTTOM AND STAGGERED 2 - 20d AT ENDS AT EACH SPLICE 25. 2" PLANKS 2 - 16d AT EACH BEARING FOUNDATIONS: 1. ALLOWABLE SOIL BEARING PRESSURE = 1,000 PSF PER TABLE (SILTY CLAY)18-1-A OF THE 2001 C.B.C. ALL FOOTING SHALL EXTEND DOWN 12" MINIMUM INTO NATURAL SOILS OR INTO APPROVED ENGINEERED FILL OR PER PLANS. 2. FOUNDATIONS SHALL EXTEND NO LESS THAN 24" INTO NATURAL SOIL WHERE EXPANSIVE SOILS ARE ENCOUNTERED. 3. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY A QUALIFIED INSPECTOR OR SOILS ENGINEER PRIOR TO PLACING CONCRETE. 4. IN THE EVENT EXCAVATIONS REVEAL UNFAVORABLE CONDITIONS, THE SERVICES OF A SOILS ENGINEER OR GEOLOGIST MAY BE REQUIRED. 5. ALL MAN-MADE FILL SHALL BE COMPACTED MINIMUM 90 % OF THE MAXIMUM DRY DENSITY OF THE FILL MATERIAL PER THE LATEST VERSION OF ASTM D 1557: WHERE COHESIONLESS SOIL HAVING LESS THAN 15 % FINER THAN 0.005 mm iS USED FOR FILL, IT SHALL BE COMPACTED TO A MINIMUM 95% RELATIVE COMPACTION BASED ON DRY DENSITY. 6. UNSURCHARGED TEMPORARY EXCAVATIONS MAY BE CUT VERTICALLY UP TO A HEIGHT OF 5 ft. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED BY A LICENSED STEEL FABRICATOR AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AiSC MANUAL FOR STEEL CONSTRUCTION AND THE CODE OF STANDARD PRACTICE. 2. ALL STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A36 SPECIFICATIONS U.N.O.. 3. ALL STRUCTURAL STEEL SHAPES AND PLATES DESIGNATED AS GRADE 50 ON THE PLANS SHALL CONFORM TO ASTM A572-50. GRADE 65 SHALL CONFORM TO ASTM 913 GRADE 65. 4. BOLTS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE FABRICATED FROM ASTM A307 STEEL AND COME COMPLETE WITH HEAVY HEX HEAD, HEAVY HEX NUT AND STANDARD WASHERS. NO THREAD BEARING ALLOWED EXCEPT WHERE SPECIFIED ON THE PLANS. 5. ALL PIPE SHALL CONFORM TO ASTM A53 GRADE B SPECIFICATION 6. ALL STRUCTURAL TUBE SHALL CONFORM TO ASTM A500 GRADE B SPECIFICATION (FY = 46,000 PSI). 7. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS IN AN APPROVED LICENSED FABRICATION SHOP. ALL FIELD WELDING REQUIRES CONTINUOUS INSPECTION BY A REGISTERED DEPUTYINSPECTOR. 8. WELDING SHALL BE DONE WITH THE SHIELDED METAL ARC WELDING PROCESS USING E-70XX ELECTRODES, LOW HYDROGEN ELECTRODES. ELECTRODES SHALL POSSESS A MINIMUM CHARPY V-NOTCH TOUGHNESS OF (20 FT LBS AT ZERO DEGREES (0 °)F) FAHRENHEIT). THE MAXIMUM ELECTRODE DIAMETER SHALL BE 0.120". THE PRE -HEAT AND INTERPASS PROCEDURES SPECIFIED IN THE AISC MANUAL 9TH EDITION AND THOSE SPECIFIED IN AWS DIA SHALL BE STRICTLY FOLLOWED. THE HIGHER PRE -HEAT AND INTERPASS TEMPERATURES OF THE TWO SHOULD BE USED. 9. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING OF STEEL WILL BE PERMITTED. 10. ALL STRUCTURAL STEEL SHALL BE SHOP PAINTED WITH A RUST INHIBITIVE PAINT. FIELD TOUCH UP ALL BLEMISHES. "SIMPSON-SET" EPDXY ANCHORS 1. EPDXY ANCHORS SHALL BE FABRICATED FROM THREADED RODS OR REINFORCING BARS. 2. ALL EPDXY ANCHORS SHALL BE INSTALLED PER THE PLANS AND SHALL BE FULLY ADHERED IN PLACE WITH STRUCTURAL GRADE EPDXY PER THE MANUFACTURER'S RECOMMENDATIONS. 3. THE INSTALLATION OF EPDXY ANCHORS REQUIRES SPECIAL INSPECTION BY A LICENSED DEPUTY INSPECTOR. THE INSPECTOR SHALL VERIFY THE DEPTH OF ALL ANCHORS AND SHALL VERIFY THAT HOLES ARE CLEANED PROPERLY PRIOR TO INSTALLING EPDXY. THE INSPECTOR SHALL ALSO BE PRESENT WHEN EPDXY IS PLACED IN HOLES. 4. STRUCTURAL EPDXY USED FOR THIS JOB SHALL BE SIMPSON "SET" EPDXY INSTALLED PER ICBO ER 5279 OR LARR #25279. 5. LICENSED DEPUTY INSPECTOR SHALL SUBMIT EVIDENCE OF HIS INSPECTIONS AND TESTING TO THE CITY AND TO THE ENGINEER OF RECORD. ABBREVIATION LEGEND A.B. = ANCHOR BOLT FJ. = FLOOR JOIST P.T. = PRESSURE TREATED ABV. = ABOVE FLG. = FLANGE R = RADIUS ADDL. = ADDITIONAL FLR. = FLOOR REiNF. = REINFORCEMENT ADJ. = ADJACENT F.N. = FIELD NAIL READ. = REQUIRED ALLOW. = ALLOWABLE F.P. = FULL PENETRATION RJ = ROOF JOIST ALT. = ALTERNATE FTG. = FOOTING RR = ROOF RAFTERS APPROX. APPROXIMATE GA. = GAUGE R.S. = ROUGH SAWN ARCH, = ARCHITECTURAL GALV. = GALVANIZED R&R = REMOVE AND REPLACE @ = AT GDR = GIRDER SCHED. = SCHEDULE BLDG. = BUILDING GLB = GLUED LAMINATED BEAM SECT, = SECTION BLK = BLOCK GRD, = GRADE SHTG. = SHEATHING BLKG. = BLOCKING HD = HOLD DOWN SIM. = SIMILAR BM. = BEAM HDR. = HEADER S. = SOUTH B.N. = BOUNDARY NAIL HGR. = HANGER S.F. = FACE OF STUD BOT. = BOTTOM HK. = HOOK SPCG. = SPACING B.S. = BOTH SIDES HORIZ. = HORIZONTAL SQ. = SQUARE BTWN, = BETWEEN H.S. = HIGH STRENGTH SQ. FT. = SQUARE FEET q = CENTERLINE LD. = INSIDE DIAMETER STAG. = STAGGERED CJ = CEILING JOIST INT. = INTERIOR STD. = STANDARD CLR. = CLEAR JST. = JOIST STL. = STEEL CP = COMPLETE PENETRATION JT. = JOINT STIR. = STRAIGHT COL. = COLUMN LG. = LONG STRUCT. = STRUCTURAL CONC. = CONCRETE LGTH. = LENGTH SYM. = SYMMETRICAL CONK. = CONNECTION LTWT. = LIGHTWEIGHT T $ B = TOP AND BOTTOM CONT. = CONTINUOUS MB. = MACHINE BOLTS T & G = TONGUE AND GROOVE CTRS. = CENTERS MFR, = MANUFACTURER TEMP. = TEMPERATURE DBL. = DOUBLE MAX. = MAXIMUM TSG = TAPERED STEEL GIRDER DFSS = DOUG. FIR SEL STRUCT. MECH. = MECHANICAL TH = THICK DiD. = DIAMETER MEMB. = MEMBRANE THIRD. =THREADED DN. =DOWN MEZZ. = MEZZANINE T.O.S. = TOP OF STEEL DO. = DITTO MIN. = MINIMUM T.S. = TOP OF SHEATHING DWG. = DRAWING (N) = NEW T.W. = TOP OF WALL D.S. = DOWNSPOUT N. = NORTH TYP. = TYPICAL E. = EAST NO. = NUMBER U.N.O. = UNLESS NOTED OTHERWISE EA. = EACH N.-S. = NORTH -SOUTH VERT. = VERTICAL E.F. = EACH FACE N.T.S. = NOT TO SCALE V.I.F. = VERIFY INFIELD EMBMT. = EMBEDMENT O.C. = ON CENTER W. = WEST E.N. = EDGE NAIL O.D. = OUTSIDE DIAMETER WD. =WOOD EQ. = EQUAL OR EQUIVALENT OH = OPPOSITE HAND Wf =WITH EQUIP. = EQUIPMENT OPNG. = OPENING W/O = WITHOUT EA. W = EACH WAY OPR = OPPOSITE W.P. = WORKING POINT E.-W. = EAST -WEST Ft = PLATE WWF = WELDED WIRE FABRIC (E) = EXISTING P.H. = PARAPET HEIGHT (X) = EXISTING EXT. = EXTERIOR PLYWD. = PLYWOOD O =DIAMETER FDN. = FOUNDATION P.L. = PROPERTY LINE 0 = SQUARE F.F. = FINISH FLOOR P.S.L.= PARALLEL STRAND LUMBER SHEET INDEX SCHEDULE NO. CONTENT OF SHEET I GENERAL SPECIFICATIONS AND PLOT PLAN 2 FOUNDATION & FLOOR PLANS 3 ROOF FRAMING PLAN, DETAILS 4 WALL SECTIONS S DETAILS 6 DETAILS 7 H9RDYFRAMEDETAILS 8 DETAILS 9 TEMPORARY SHORING PLANAND DETAILS ltiii tit MIABI Building and , .. aza AN",("�i,vi'IJ714)6474000 ;i iSI7ID111;I A, APPLICABLE BUILDING STANDARDS: 1.1998 California Building Code (CBC). 2. Santa Ana Municipal Code (SAMC). S. GENERAL REQUIREMENTS FOR SITE WORK, DEMOLITION AND CONSTRUCTION: 1. No person shaft use or occupy a street alley or public sidewalk for the performance of work under a building permit except in accordance with the provisions of CBC Chap- ter 33 and the SAMC. 2. No person shall perform any work on any building or structure adjacent to a public way In general use by the public for pedestrian travel, unless the pedestrians are pro- tected as specified in CBC Chapter 33. 3. Pedestrian protection required by CBC Section 3303 shall be maintained In place and kept in good order for the entire length of time pedestrians. may be endangered. 4. Any material or structure temporarily occupying public property, including fences and walkways, shall be adequately lighted between sunset and sunrise. 5. Every protactiort fence or canopy shall be removed within 30 days after such protection Is no longer required by this chapter for protection of pedestrians. 6. A separate building permit shall be required for pedestrian protection. A separate Public Works Agency permit shalt also be required for pedestrian protection. Refer to Item D of this handout for submittal requirements, 7. Material and equipment necessary for work to be done under a permit shall not be placed or stored on public property so as to obstruct free and convenient approach to and use of any fare hydrant, fire or police alarm box, utility box, catch basin or manhole or so as to interfere with the free flow of water In any street or alley gutter. S. A substantial protective frame and boarding shall be built around and over every street lamp, utility box, fire or police alarm box, fire hydrant, catch basin and man hole that may be damaged by any worts being done under the permit. This protection shall be maintained while such work Is being done and shall not obstruct the normal functioning of the device. 8. Themixingorhandiingormortar,concreteorothermaterialonpublicpropertyshallbedone In a manner that will not deface public property or create a nuisance. C. WHEN AND TYPE. OF PEDESTRIAN PROTECTION REQUIRED: 1. TAME 33.A- TYPE OF PROTECTION REQUIRED FOR PEDESTRIANS Height of Cotatructi n Olatame From Constructton Prataction Required 8 fat or less, Leas than 6 feet Raying s feat or more None Less gran 6 feet Fence and canopy e fast or mote. but not morn Fence and canopy than one fourth the height of oons"ation 8 feet er more, but between Fence More than 0 feet one fourth to one half the hstght of ootsatnttaion B feat or more, but exceeding one half the construction None hatgitt 2. CBC TABLE 33-A (TYPE OF PEDESTRIAN PROTECTION REQUIRED) IN GRAPHFORM: z 30 0 20 0 10 it 6 to is 20 25 30 DISTANCE FROM CONSTRUCTION (FEEij D. SUBMITTAL REQUIREMENTS FOR A BUILDING PERMIT FOR PEDESTRIAN PROTECTION; 1. Three (3) sets of drawings are required, 2. Include a alto plan of the project showing: a. Adjacent public ways (streets, plazas, alleys, etc.); b. Existing and proposed buildings on the site (note street address for each building); c, Dimensioning showing distances) from public way(s) to the area(s) of construction (note height of construction); d. Type and location of pedestrian protection required (no chain link fences) by CBC Section 3303. Minimum scale: 1' = 20% e. Provisions for construction material and equipment storage. f. Provisions for refuse handling. Show where oontainer(s) will be located. Specify type and size. g. Provisions for sanitation facilities; show location on site plan. h. Provisions for employee and visitor parking. 1. Provisions for truck traffic to the constfuctlon site. Indicate truck route to be used. j. Provisions for solll to be removed from the building sits. k. Provisions for protection of life and property when excavations or fills are made. Show compliance with CBC Section 3301. 3. Provide plan view and typical construction details, sections and elevations of pedestrian protection required showing compliance with CBC Section 3303.7. 4, Canopies require structural engineering by a California registered civil engineer or archi- tect, or a design showing compliance with the provisions outlined under CBC Section 3303.7A. 5. Disabled accessibility shall be maintained through the area of pedestrian protection Including: a. A walkway not less than 4 feet wide (gear width) shall be maintained on the side- walk In front of the building site during construction, alteration or demolition unless the public agency having jurisdiction authorizes the sidewalk to be fenced and closed. Adequate signsand railings shalt be provided to direct pedestrian traffic. The walkway shall be cepabte of supporting a uniform live load of 150 pounds per square foot. A durable wearing, slip resistant surface shall be provided. CBC Sections 3303.6 and 1023. b. Walkway shall have a continuous common surface, not Interrupted by steps or by ab- rupt changes In level exceeding 112 Inch. CBC Section 1023.1. S. The responsible designer shall sign the drawings, and print his/her name, address and telephone number. E. APPROVALS REQUIRED PRIOR TO PERMIT WSUANCE, The permit applicant shall be required to obtain approvals from the following City agencies. 1. Planning Division (located In room 205), telephone (714) 647-5804, 2. Public Works Agency (located at 204 West Fourth Street); telephone (714) 667-2796. F. PUBLIC WORKS AGENCY PEDESTRIAN PROTECTION REQUIREMENTS: C Make application for a building permit from the Building Safety Division. 2. Obtain street work permit from the Public Works Agency with minimum fee; Inspection fee Is not required. Submit evidence of: a. Business License b. Certificate of Insurance 3. Deposit- $1,000.00 minimum or $11.001square foot whichever Is greater. 4. Note on the drawings: "No fasteners (shots, redheads, etc.) to sidewalk or paved surface within the public right-of-way." 5. The Public Works Agency will do a field check before and after the project has been completed and take photos when relevant 6. If there is a bus stop shelter, payment Is required for its removal and replacement prior to issuance of a street work permit. C#3-Iffi<3 When a raking Is required by CBC Table 33-A it shall be substantially built and, when of wood, shall be constructed of new material having a nominal size of at least 2 Inches by 4 inches. Railings shall be at least 3 feet 6 inches In height and when adjacent to excava- tions shall be provided with a midrail, C8C Section 3303.7,2. H. PEDESTRIAN PROTECTION FENCE THE ILLUSTRATION SHOWN BELOW 13 A GUIDE. THE PERMIT APPLICANT MAY SUBMIIT AN ALTERNATE DESIGN SUBSTANTIATED WITH STRUCTURAL CALCULATIONS. CBC Section 3303.7.3. Requires pedestrian protection fences to be solid and substantially built be not less than 8 feet in height above grade and be placed on the side of the walkway nearest to the building site. Fences shall extend the entire length of the building site and each and shall be returned to the building line Openings in such fences shall be protected by doors which normally are kept closed. All fences shall be provided with 2-inch by 4-inch plate, top and bottom, and shall be well braced. The fence material shall be a minimum of 314-inch boards or 114-Inch plywood. Plywood foncoa shall conform to the following rectulre merits: 1. Plywood panels shall be bonded with an adhesive Identical to that for exterior plywood. 2. Plywood 114 Inch or 6116 inch In thickness shall have studs spaced not more than 2 feet on center. S. Plywood 318 Inca or 1/2 Inch In thickness shall have studs spaced not more than 4 feet on center, provided a 24nch by 4-Inch stiffener Is placed horizon tally at the midhelght when the stud spacing exceeds 2 feet or center. 4. Plywood 518 Inch or thicker shall not span over 8 feet, 5. Nailing shall be per CBC Table 234-Q unless noted otherwise. S. All new material shall be used. 7. Protection shall be In place and approved by the City prior to the commencing of any work on the project site. 8. The Building Permit Applicant of the project assumes full responsibility for the pedestrian protection and its maintenance In good order for the entire length of time pedestrians may be endangered. The protection shall be removed by the applicant within 30 days after such protection is no longer required by CBC Section 3303. 9. Provide structural 'calculations and details for fences exceeding 8 feet in height and for alternate designs. t-- �YRgIWMMT"MW MY41M Miles h. *.r-L--4--MOCHTINOVSKATi r I ram" _ a�sr's`> �,ADr j t 1. PEDESTRIAN PROTECTION CANOPY NIFII- r0 THE PEDESTRIAN PROTECTION SHOWN BELOW iS A GUIDE. THE PERMIT APPLI- CANT MAY SUBMIT ALTERNATE DESIGNS SUBSTANTIATED WITH STRUCTURAL CALCULATIONS ae'ftyftfA" sxhreTpaatae �cHo'ssnhu.� r-a aNMZTc __v__ nclrcu� ffir� ( tiDR.�3TOR tuh c fern DKTOPHATE ne...a rent-0� saEE pMet BACH _ � vo PWT FA SW PLYWO WALL 4%.OFM1 7t4" 2WIT00e6 roers*"PA ftt IMCC 1� Thwr a-0 rx.�w lal a 1r,u•iwux,a CIA" rae15T aTeasrnxao® 11 WIso �� 1 10 VI danlarorawr - j 114fORM243 wxiCCNrREtE Rr M Ta jIi SURFACE PA4EU 9(iHFAC£7i) WALxwAY h1O M1N. MW 41VJ1EPt4M1TD COMPACTED TYPICAL CANOPY ELEVATION (NOT TO SCALP) COG $action 3303.07.4 requires the pedestrian protection Canopy to turns r oiearhalghtof a feet above the walkway. The Mot shell to lightly sheathed. The sheathing shag be 24nch nominal wood planking or equal, &cry canopy shall have, a solldfmae butt along Its antirelength on to construction aide. tfrnateriats we siored or wodtlo done an @e roof of the canopy, the street sides and ends of $re canopy roof shaft be protected by a tight curb board not teas than 1 foot high and a telling not less than 3 feet 6 inches high. The entire etruchsre shall be designed to carry the loads to be imposed on it, provided thegvwto d shag not be rassMtan 1So Pot, in Neu of suds design a proterillon canopy supporting not morn than 150 par may be constructed as fataws: 1, Footings shall be continam 24ach by 64ricth mem- bers with scabbed jdntu. 2. Posts not leas then 4Inches by tit Itches in size shall he provided an bets aides of the canopy and spaced not mare thah 12 last, *enter to center, 3. Stringers not tees than 4Inches by 12lnc has in size shag be placed on edge upon the posts. 4. Joists reefing upon the stringers shag be 0t twat 2 inches by fl inches In Age and shell be Spaced not more than 2 fast center to center. 5. The deck shall be of planks at least 2 inches thirds nailed to the lalele. 5. Eachpostshaffbeknee-braced tojdstsandstringers by members 4 feet long, not less than 2 inches by 4 Itches in size, TYPICAL CANOPY SECTION (NOT TO SCALEI 7. A curb rot less than 2 Inches by 12 Inches In stze shalt be set an edge along the outside edge of the deck S. Nailing shag beMCeCTable 23-MunlesamledOther Wise. 0. No materials shall be stored or work done, an the feet of the canopy unless engineered plans are approved bythe 10, The Building Permit Applicant cart of the assumes full responsibUlty for the pedestrian protection arut Its maintenance in good order for the entire length of time pedestrians may be endangered. The protection shall be removed by, the applicant within 30 days after such pro- tootion is no longer required by CEO Section 3303. 11, Adequate signs and railings shag be provided to direct pafestrlan traffic. 12, Proticti nshallbeinplaceandapprovedbythecityprIor to the commencing of anyworR on the project site. 13. Building ParmltApplicant shall provide details for fences and railings. 14. All plywood shall be, exterior grade. 16, Eliminate footing at canopy access openings 18. The walkway shalt be of durable sgp resistant wearing surface and crpsbie of supporting a 150 PSI: uniform load, 17. Ail now material shag be used. 16. Disabled accessibility shad be maintained through area with pedestrian protection. , I I T-111 I I I al.I �I I I I 70 > ti m a - N to V--. oO N 0 CO 00 C`N� N()�N:U (D 4) 00 00 tQ c- c- LLI 00 E a�t3 p N 4) cc (y) } - LL 01, _1_-.1_ N ��Oi E"iI., W �O iOL.[Ro��;.�, Q i „1 co 0L � oU 447 r ti 2 1-20 6 T I t)F CP% ..,,:. I? ION EWAIL RENO VAT - Z Ya � W L Ci MW ILIIIIIIIIIIIIII 0 i wMIT 111M 1 �A X to C � OHD 1 s-4 I D FRAME WINDOW OPNG. PER to CC; co cc' S-4 DETAIL - TYP. rl u HD i , f i t � Y ■ r (N) SHEAR WALL D) {HD • i t Y a • r 1 1 L� • ' !� i w ' # ' • i i '!! oil Y i 1ii' i • 1' ' HD = INDICATES NEW "HARDY FRAME" HF10x24 1-Ys" PER SHEET 7. • s • Ulm lvdiffeluT 1 1 . • ' 1 ' ■ w � 1 C+� u 10 a d N N IWO Q 2�1.0 LR 110 HD FRAME (N) EXT. & SHEAR WALLS USING 2x6 STUDS @a 16" O.C. - SEE SHEAR WALL SCHEDULE FOR 3x STUD & PLATE REQUIREMENTS p a p+� E b -4 PROVIDE PEDESTRIAN PROTECTION ALONG PUBLIC SIDE WALKS AND RIGHT-OF-WAYS PER SHEET 1. 4479 Q T IVA H SHEET NO. S-2 OF 9 (N) Y2" STRUCT. I PLYWOOD w/ 10d x 3" COM. WIRE NAILS @ 4", 6" & 12" o.c. - BLOCK ALL EDGE FASTEN 2x6 BOTTOM PLATE TO ROOF W/ Y4"Ox4Y2" SIMPSON SDS SCREWS @ 6- O.C. THRU PLYWD. INTO 2x6 MIN. BLKG. PROVIDE 2x4 CONT. T AND CRIPPLE WALL DIRECTLY BELOW (N) TOWER J: WALL w/ STUD BELOW EACH RAFTER w/ ADJACENT KING STUD (N) 2x6 STUDS @ 16" o.c. — (N) 1 3/4" x 16" PSL SISTER JOIST 3 -16d FASTENED TO EACH RAFTER E.N. (N) FULL DEPTH BLKG. BELOW TOWER PER � E.N. _j (N) 3x6 CONT. BLKG. PROVIDE 2x FULL DEPTH CONT. BLOCKING BTWN. (E) CEILING JOIS SPACED @ 6-0" oc. MAX. - TYP. ADEQUATE TEMPORARY SHORING AND BRACING OF EXISTING ROOF STRUCTURE SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO DISTURBING THE EXISTING U.R.M. WALL I (N) 6x8 HEADER PER < 4 ml /,--AECTION 0 CORNER TOWER SCALE: 3%" = 1 0" (N) 2x4 ROOF RAFTER @ 16" o.c. (N) Y2" STRUCT. I PLYWOOD EXISTING ROOF FRAMING (N) 2X4 RAFTER TIES @ 36" o.c. MAX. (ALT. E.N. RAFTERS) w/ 5 - 16dx3Y2"@ EACH END E.N. (N) 3x6 CONT. BLKG. z- EXISTING ROOF JOISTS PROVIDE 2x FULL DEPTH CONT. BLOCKING BTWN. (E) CEILING JOISTS SPACED @ 6-0" o.c. MAX. - TYP. ADEQUATE TEMPORARY SHORING AND BRACING OF EXISTING ROOF STRUCTURE SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO DISTURBING THE EXISTING U.R.M. WALL EXISTING CONCRETE SLAB AND FOOTING TO REMAIN F F. EXISTING CONCRETE FOOTING (VERIFY) (N) 2x6 R.R. @ 16 o.c. W/ 2x8 HIP BOARDS PER SIMPSON A35 @ 16" O.C. @ BLOCKING I (N) 2x4 RAFTER TIES @ 32"o.c. (MAX) EACH WAY. USE 5 - 10d x 3" @ EACH END. 1010016wigabi-M-1 (N) 2x4 KICKER POSTS @ 48!'o.c. 2x6 PURLIN BELOW RAFTERS PER 1'_A! B.N. k8) 2x6 CONT. BLKG. E.N. 2x FRAMING @ (N)PARAPET B.N. 16dx3Y2" @ 4" O.C. PLYWOOD SHEATHING (E) ROOF FRAMING TO BE REMOVED CANVAS AWNING w/ TUBE STEEL FRAME ,► ', MIND] SCALE: (N) 6x8 HEADER PER (N) 6x6 HEADER ! 0,., " Nom ! AN OF WE F I 0`00-WRIFF CONTRACTOR PRIOR TO DISTURBING THE EXISTING U.R.M. WALL (N) 6x6 HEADER (N) 2x4 RAFTER TIES @ 16" o.c. EACH WAY w/ 5 - 10d x 3" @ EACH END Nli I. (N) 4x8 HEADERS IN HUC HANGERS W/ SIMPSON MST18 B.N. STRAP TYING HEADER TO BUILT-UP COLUMN. PROVIDE E.N. I I 2x BLOCK BTWN. STUDS @ STRAPS-TYP. (N) 4x 12 PSL FLAT I I (N) 4x6 HEADERS IN HUC SIM. TO HANGERS W/ SIMPSON MST18 STRAP TYING HEADER TO BUILT-UP COLUMN. PROVIDE I I 2x BLOCK BTWN. STUDS @ PSL HEADER I I STRAPS-TYP. - SEE PLAN I I (N) TS 8x8 COLUMN WITHIN BUILT-UP STUD & STUCCO COLUMN (N) DEEP FOOTING T @ FLAGPOLE L L COLUMNS PER 1�8v / —R ,\SECT14'�N a- CENTER TOWER u SCALE: 3%" = 1' - 0" (N) 2x4 ROOF RAFTERS @ 16" o.c. (N) Y2" STRUCT. I PLYWOOD EXISTING ROOF FRAMING (N) 2x4 RAFTER TIES @ 36" o.c. MAX. (ALT. RO OF PLYWOOD T vv"J'JLJ F FRAMING _T_ E.N. RAFTERS) w/ 5 - 16dx3l/2" @ EACH END E.N. (N) 3x6 CONT. BLKG. EXISTING ROOF JOISTS PROVIDE 2x FULL DEPTH CONT. BLOCKING BTWN. (E) CEILING JOISTS SPACED @ 6'-0" o.c. MAX. - TYP. ADEQUATE TEMPORARY SHORING AND BRACING OF EXISTING ROOF STRUCTURE SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO DISTURBING THE EXISTING U.R.M. WALL (N) DOWELS INTO (E) SLAB SAME AS 143V EXISTING CONCRETE SLAB AND FOOTING TO REMAIN MATCH DEPTH OF (E) FTG. (12" MIN. INTO NATURAL SOIL) 4 (N) 2x4 KICKER POSTS @ 48" o.c. w/ (N) 2x6 PURLIN BELOW RAFTERS PER '2 6 1� KICKER x B.N. 2x6 CONT. BLKG. E.N. 2x FRAMING @ (N) PARAPET PLYWOOD SHEATHING 16dx3Y2" @ 4" O.C. EXISTING ROOF FRAMING TO BE REMOVED of E.N. (N) 6x8 HEADER PER (N) 6x6 HEADER 2 - #5 BARS CONT. @ TOP & BOTTOM %F 4 (N) CONT. FTG. - SEE PLAN FOR MINIMUM WIDTH & LOCATION URf CLR. "W'SCALE: (N) 2x4 ROOF RAFTERS @ 16" o.c. (N) Y2" STRUCT. I PLYWOOD EXISTING ROOF FRAMING (N) 2x4 RAFTER TIES @ 36" o.c. MAX. (ALT. RAFTERS) E.N. w/ 5 - 16dx3)/2" @ EACH END E.N. \— (N) 3x6 CONT. BLKG. EXISTING ROOF JOISTS ADEQUATE TEMPORARY SHORING AND BRACING OF EXIST. ROOF STRUCTURE SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO DISTURBING THE EXISTING U.R.M. WALL (N) 6x8 HEADER PER EXISTING CONCRETE SLAB AND FOOTING TO REMAIN (N) 2x4 KICKER POSTS @ 48" o.c. w/ (N) 2x6 PURLIN BELOW RAFTERS PER k�v A No B.N. 16dx3Y2" @ 4" O.C. 2x FRAMING @ (N) PARAPET E.N. (N) 2x4 @ 16" o.c. ------------- E.N. - TYP. PLYWOOD SHEATHING OVER STUDS PER rk� \V-4 (N) 2x6 STUDS @ 16" o.c. E.N. o,& F. F, F.G. A 3 ,��EXTERIOR WALL SECTION SCALE: PROVIDE (N) 2x4 @ 16"o.c. CRIPPLE WALL DIRECTLY BELOW TOP END OF ROOF RAFTERS E.1J. (N) 3Y2"x18" 2.0E PSL BEAM ADJACENT TO (E) MANSARD TRUSS SAME TOWER AS' E.N. (N) HU46 ,,` HANGER EXISTING ROOF JOISTS ' (N) 2x4 BRACE @ 48" 10d x 3" NAILS TO RAFTER &SIMPSON A34 TO TOP OF BEAM ADEQUATE TEMPORARY SHORING AND BRACING OF EXIST. ROOF STRUCTURE SHALL BE PROVIDEN, BY THE CONTRACTOR PRIOR TO DISTURBING THE EXISTING I.I.R.M. WALL I 111bTU197MUN-E I FSENIF AND FOOTING TO REMAIN 2x FRAMING @ (N) PARAPET (N) 4X6 @ 18" O.C. BTWN. (E) ROOF RAFTERS PLYWOOD SHEATHING B.N. EXISTING ROOF FRAMING TO BE REMOVED E.N. (N) 6x6 HEADER co > co N m op 00 o .4c 4 c: Lry a) a) co co W 00 00 x C) w m Li ell cn o u Lo coo III n p OV ION ,ErrAIL ]?EN A T SECTIONS S-4 OF 9 ll//211 1Y211 t, l,3y2" l,3y;27 1, V THICK BASE PLATE W/ __, a 4-3/4"0 A. BOLTS (N) STEEL PIPE COL. - SEE PLAN FOR SIZE & LOCATION #3 DOWEL BARS @ 16" O.C. - EMBED INTO (E) (E) URM WALL & FTG. CONC. @ (j IN Y2"O HOLE! SET IN SIMPSON SET lY2" MAX. DRYPACK EPDXY PER GENERAL NOTES THOROUGHLY CLEAN '/l 6 SURFACE OF (E) FTG. W/ HIGH PRESSURE WATER #3 BARS @ 16" ZY1 JUST PRIOR TO CASTING EACH O.C.11*C* EACH W CONC. FTG. #3 TIES @ 12" O.C. #5 DOWEL BARS @ 16" O.C. - EMBED INTO (E) CONC. IN 3/4`0 CID 3" CLR, HOLE SET IN SIMPSON SET 811 EPDXY PER GEN. NOTES 6 41 2 - #5 BARS TOP & BOTTOM 21-101" (N) 2500 psi CONC. FTG. 12" MIN. INTO NATURAL SOIL, 24" MIN. IF BOTTOM OF (N) FTG. TO EXPANSIVE SOIL ENCOUNTERED. MATCH DEPTH OF (E) FTG. (N) STEEL POST & FTG. SCALE: 1" = I' 0" ALTERNATE HOOK LOCATION ON EVERY OTHER BAR. L L 2L 11, " L. T #5 CORNER BAR MIN. OR WALL BAR IF LARGER CORNER NOTES: SEE PLANS AND WALL SECTIONS FOR WALL AND THICKNESS AND REINFORCING STEEL. (N) 2x10 BLKG. EACH SIDE 2 ROWS OF B.N. OF WALL SPACED @ 24" O.C. W/ SIMPSON A35 @ (N) PLYWD. OVER (E) 1 x EACH END STHG. - SEE ROOF PLAN (E) ROOF RAFTER - TYP. (N) 4x STRUT - SEE ROOF PLAN E.N. - TYP. SIMPSON LPT4 AND A35 (N) PLYWD. SHEAR PANELING PER SHEAR WALL EACH SIDE OF WALL - SEE SCHEDULE FLOOR PLAN AND SHEAR WALL SCHEDULE SIMPSON BP WASHERS (N) 2x6 STUDS @ 16" O.C. #4 SIMPSON SET EPDXY- (N) 3x6 P.T. SILL PLATE DOWEL BARS SPACED 16" O.C., E.N. - TYP. TYP ------ (N) 2500 psi CONT. CONC, w/ 2 #5 BARS TOP & BOTTOM 12" MIN. INTO NATURAL SOIL (N) INT. PLYWD. SHEAR WALL _j #5 CORNER BAR MIN. OR WALL BAR IF LARGER CORNER BARS SAME AS HORIZONTAL WALL BARS INTERSECTION OPTIONAL CORNER now OWNS 1I 10- man MM lom-1 911 ol •Mel amom II I I ilL m MUM6101:1VA 6 CONIC. WALL OR FTG. INTERSECTION \,S-5,/ SCALE: 1 l- 0" 2x4 BRACE (8'-0" LONG MAX.) @ 6-0" O.C., ALTERNATE 3 10d DIRECTIONS WHERE POSSIBLE. PROVIDE DBL. 2x4 IF LONGER THAN 8'-0" ROOF FRAMING MEMBER SUSP.CLG. "SIMPSON" A34 .,�E ARCH. PLANS FOR WALL FINISHES AT CONC. SLAB USE.145"O 2x4 STUDS @ 16" O.C. SHOT PIN WITH WASHER UP TO 14'MAX. HT. WITH 1" MIN. PENETRATION USE 2x6 @ 16" WHERE INTO SLAB SPACED AT MORE THAN 14'HT. 32"o.c. MAX. AND WITHIN 12" OF ENDS. LARK #2582 AT WOOD FLOORS I PROVIDE 16d @ 12"o.c. mob, 9 \,-S-5 SCALE: Y2 = 11 0„ 2x4 BLOCK @ 24" O.C. WITH 2 - 10d THRU EACH SUB-PURLIN "SIMPSON" DTC @ 24" O.C. WITH Y4" GAP BETWEEN TOP PLATES AND BLOCK OR SUB-PURLIN BEAM STIRRUP (N) EXT. WOOD FRAMED WALL All UZI as a Iw 3 (N) FTG. TO F S-5,/ SCALE: 1" = l'- 0" a: V BAR d TYR ;i Lu Ix 2 .12 Jf lovzh 3 D = 6d FOR #8 OR D = 6d FOR #B OR SMALLER BARS SMALLER BARS D = 8d FOR #9, #10 OR #11 D = 8d FOR #9, #10 OR #11 STD. 90* HOOK STD. 180o HOOK THOROUGHLY CLEAN SURFACE OF (E) FTG. W/ HIGH PRESSURE WATER JUST PRIOR TO CASTING (N) CONC. FTG. V-3- 6' (E) CONC. FTG. 1'-6-I 1"BOTTOM OF (N) FTG. TO MATCH DEPTH OF (E) FTG. (E) FTG. @ WALL OPENING COLUMN TIE —I "REINFORCING STEEL DTE-TYPICAL U.N.O. CONTACT LAP SPLICE TIE -WIRED TOGETHER 6 II PROVIDE 2 EXTRA TIES AT OFFSET SEE ELEVATION BAR LAP SPLICES OFFSET #11 BARS AND SMALLER 7 TYPICALI REBAR TIE DETAIL F S-5/ SCALE: 1 l- 0" A ?-16d 16d TO F BLOCK d @ 12" o.c. T 'ACER STUD 16d STAG @ 12" ox d 12"o.c. "AGGERED WALL STUD FILLER BLOCK 3 - 16d TO FILLER BLOCK 3-16d TO 10d TOE -NAILED FILLER BLOCK TO SOLE SOLE SOLE STUD A TO HAVE SAME NAILING TO FILLER BLOCK AS STUD B I 'm 1 11 n _w,wl "It MIAMI SIMPSON SSTB PER A- 1)014- INSTALL SSTB 0 MIN STEM PER PLAN OR DETAILS 45* TO STEM WALL TABLE EMBEDMENT LINE IS _j NOTED ON SSTB 3- SLAB @ DOUBLE MIN POUR CONCRETE z x :E AS OCCURS pT� LONGITUDINAL REINFORCING 0 IN STEM WALL, SEE PLAN z w OR DETAILS (#4 MIN) ---REBAR PER PLAN #4 MIN (NOTE: SSTB + MIN. REBAR LENGTH PER TABLE Z cc DOES NOT NEED TIE LLJ TO REBAR) TYPICAL CONDITION 0 L.Li m CONCRETE STEM WALL MININSTALL SSTB @ Lj FOOTINGS PER PLAN 45- TO STEM WALL 4 4 < 4 V) —SIMPSON SSTB PER PLAN OR DETAILS SECTION NYIN. REBAR LENGTH PER TABLE SIMPSON MIN MIN MIN REBAR APPLICABLE SIMPSON END CONDITION MODEL DIA STEM EMBED LENGTH HOLDOWN NO. Le TYP END SINGLE POUR DOUBLE POUR SSTB16 5/8 6" 12" 48" 36" PHD2, HD2A SSTB20 5/8 6" 16" 56" 44- PHD5, HD5A PHD2,HD2A SST824 5/8 6- 20" 64" 52" HTT22 PHD5, HD5A PHD6, PHD8, SSTB28 7/8 8" 24" 72" 60" H06A, HDBA, (1) HD1 PHD6, PHD8, SSTB34 7 28" 80" 68" HD6A, HDBA, HD10A SSTB36 28- 80- 68- (1) SEE ADDITIONAL DETAILS AS APPLICABLE FOR ALTERNATE HOLDOWN REQUIREMENTS. ffi&7 STITCH DOUBLE & TRIPLE STUDS DBL. STUD OR TOGETHER W/ 10dx3"COM. WIRE POST PER PLAN NAILS @ 3" O.C. STAGGERED SIMPSON PHD SIMPSON PHD HOLDOWNS PER PLAN HOLDOWN PER PLAN W/ SDS SCREWS PER W/ SDS SCREWS PER TABLE - VERTICALLY TABLE STAGGERED, P.T. SILL PLATE 1U., 8 P.T. SILL PLATE PER PLANS PER PLANS 11 uj A 'o 5" CONCRETE FOUNDATION MIN. PER PER PLAN DOUBLE HD ELEVATION SINGLE HD ELEVATION BORING SHALL BE LOCATED WITHIN MIDDLE THIRD OF SPAN EQ. EQ. EQ. d/4 Ufad/3 MAX. MAX. MIN.NOTCHES MIN. SPACING 6'- " O. C. 1"0 MAX. 04 ::o ��< �2 = Ix Q : BORED HOLE 0 I JOIST OR RAFTER \ = d d SPAN [3Y2-[ 10" MIN. li I " Ej mAx:' Lj IY4"xl2"xl6 GA. STRAP W/ 6 -10d COMMON NAILS EA. END @ EA. PLATE OF DBL. TOP PLATE NOTCHING BORING BORING STUDS JOISTS OR RAFTERS 2X4 DBL. TOP PLATE (FOR TJM PRODUCTS SEE MFR'S, SPECS.) DBL, STUD OR POST PER PLAN (2 - 2x MIN.) SHTG. PER PLAN TRIMMER STUD (AS REQ'D) EPDXY DOWEL ANCHOR OR SIMPSON SSTB PER 30" REBAR LENGTH 5" MIN MIN SIMPSON SSTB PER PLAN OR DETAILS FASTENERS SIMPSON MODEL HOLDOWN NO. OF SIMPSON SSTB NO. ANCHOR SDS1/4X3 MONO POUR DIAM. WOOD SCREWS PHD5 5/8 14 SSTB20 PHD6 7/8 18 SSTB28 PHD8 7/8 24 SSTB28 RETROFIT PHD5 '- 5/8 14 I EMBEDMENT 8" TABLE - SEE SSTB 1. RETROFIT EPDXY DOWEL ANCHOR PHD5 DETAIL IN) 2x DBL. WALL STUD @ SHEAR PROVIDE SHEAR WALL EDGE NAILING PANEL ENDS PER PLAN INTO HOLDOWN (N) PHD5 INSTALLED PER POST & SILL PLATE MANUFACTURERS INSTRUCTIONS. Lj RETROFIT ANCHOR BOLT TO BE PLACED 2" MIN. FROM EDGE OF FOUNDATION WALL. 2- MIN. 0_!/,-!2ANCHOR (E)SILLPLATE 2/a" MIN. @ 7/a"O ANCHOR (E) CONC. FOUNDATION NOTES: 1. STRAPS REQUIRED @ SILL PLATE NOTCHES 2. DO NOT OVER -CUT CORNERS OF NOTCHES 3, NO NOTCHING OR BORING ALLOWED IN SHEAR PANELS. CONTACT PROJECT ENGINEER FOR APPROVAL IF NOTCHING OR BORING IS REQUIRED. 4. NO BORING OUTSIDE THE MIDDLE THIRD OF SPAN OR ANY NOTCHING OF TOP OR BOTTOM OF JOIST/ RAFTER ALLOWED WITHOUT APPROVAL OF ENGINEER. l NOT CHING OTCHING AND BORING OF STUDS, JOISTS NOT TO SCALE i;i '�jq��Ijk 1"o 45 L 44-70 , > M p c'j N co V) r- co C.4 L -he 0 co co cu 0 ct c%j co 00 LIJ _0 co T- .2 0 ca cv) u- F-4 �4 un z u 101 F~ 04 u ) (N) DBL. 2x TOP PLATE FASTENED TOGETHER W/ 16dx3Y2" COM. WIRE NAILS @ 3" O.C. STAGGERED �/4" FROM CE OF PLATE -- 2x OR 3x NOMINAL FRAMING - SEE SHEAR WALL NOTES. CONTINUOUS 3x BLOCKING TO BE NAILED IN PLACE FIELD NAILING (F.N.)ti ,f (N) PROVIDE DBL. 2x4 STUDS @ EACH END OF SHEAR WALL. SEE PLAN FOR LARGER SIZES WHERE REQUIRED. LENGTH OF SHEAR WALL { = L.F.) STUD OR BLOCKING w 0 0 PLYWD. DIAPHRAGM w SHTG. a 0 3 rn �- ,- LL' 4 s z �C ! PLYWOOD SHEAR z can PANELING. SEE PLAN i' FOR PLYWOOD i ff I Y2" MIN. EDGE SPECIFICATIONS AND ��` ; DISTANCE NAILING. INSTALL FACE € i. GRAIN PERPENDICULAR TO STUDS - U.N.O. ti„ Leo a9=na1crti (E EDGES - TYPICAL STAGGER EDGE NAILING AS SHOWN (N) NEW SIMPSON PHD HOLD-DOWNS (U.N.O. ON PLAN) AT EACH END OF SHEAR WALL ATIACHED TO (N) SIMPSON SSTB20 ANCHOR PER (N) FND. - TYPICAL. SEE SHEAR WALL SCHE LE. (N) HOLDOWN ANCHOR BOLT - TYP,, SHEAR WALL SCHEDULE BOUNDARY MEMBER PLYWOOD u DIAPHRAGMS f SHEATHING , STAGGERED EDGE -�'� (N) ANCHOR BOLTS - SEE (N) OR (E) SILL PLATE - ��STNe�GE NAILING (E.N.) AS SHOWN SHEAR WALL SCHEDULE SEE PLAN AND SHEAR WALL SCHEDULE I ;- .-----J t � I'I,r Ipi I lr ! I I! I I I I P I I I� I 1 i ' `•�, I I f 1 \ IJ! r I I i - :1 --: -- �- -- — 1 I I r - . - . -. r. -- I I I I 1 1 I I I I r I t �'� ! I f• I C»'� ! 'I ! •I A' I I I f I I I Ire'"• J ,."�• I I `,�, 1 1 , i 1 `�.1, I 1 1 I! i i I f f I i t l i I I I I _1e ! I v L I I I I j ( 4LL PLYWOOD SHEAR PANELING SHALL HAVE AN 1/8" 3AP BETWEEN ALL EDGE JOINTS AND ALL END JOINTS 2 - 2x TOP PLATES 16d NAILS @ 16" O.C. —2x4 CRIPP @ 16" O.C. USE 2x TRIMMER UP TO USE 2 - 2x TRIMMERS OF USE 4x4 TRIMMERS UP - STAGGER BOUNDARY NAILING AS SHOWN. "SIMPSON" A34 EA. SIDE, TOP & BOTTOM OF FULL HEIGHT STUDS FOR HEADER AT EXTERIOR WALLS, ---16d car 12" O.C. `__7_ LES 1/;1 r " A35 -,LIP 16d @ 12" O.C. 3'-6" OPENINGS., ' TO 6"-6" OPENINGS. -O 11"-0" OPENINGS SLAB ON GRAQE, I 2x STUDS @ 16" O.C., U.N.O. r ■ 0 • # • / ' ■ • `i 1 i r. • iw - r . • 1 ' • ' ' ' r• t / 1 *a •' 1 • • •' •- '• I� • aID • •, r • • • •. t s "12- 2x4 PRESSURE TREATED SILL max. PLATE ATTACHED TO (E) OR (N) ANCHOR BOLTS �0" i Z. ., 0 LL W J_ w Q z Q o ZZ z m DIAPHRAGM NAMING Y2" STRUCTURAL I PLYWOOD (MIN 5-PLY) w/ 8d COMMON WIRE PLYWOOD NAILS (2" LONG) @ 6" o.c. 1 \ EDGES AND 12" o.c. FIELD. INSTALL NEW EPDXY OR EMBEDDED GIs" O A.B. 1§ 48" o.c. INTO NEW OR EXISTING FOUNDATION WALL ON NEW 3x OR EXISTING 2x SILL. EMBED ANCHOR BOLTS 7" MIN. PROVIDE SIMPSON PHD2-SDS3 HOLD-DOWN EACH END ATTACHED TO SIMPSON SSTB20 ANCHOR INTO NEW FOUNDATION WALL ORf8" 0SIMPSON SET EPDXY ANCHOR EMBEDDED 10"INTO EXISTING FOUNDATION WALL. ALLOW SHEAR = 280#/ft. PROVIDE SIMPSON A35 @ (i OF EACH BLOCK ABOVE WALL TO TOP PLATE. AY2" STRUCTURAL I PLYWOOD (MIN 5-PLY) w/ 8d COMMON WIRE PLYWOOD NAILS (2" LONG) @ 4"o.c. EDGES AND 12"o.c. FIELD, INSTALL NEW EPDXY OR EMBEDDED is" 0 A.B. @ 32" o.c. INTO NEW FOUNDATION WALL ON 3x SILL. EMBED ANCHOR BOLTS 7" MIN. PROVIDE SIMPSON PHD2-SDS3 HOLD-DOWN EACH END ATTACHED TO SIMPSON SSTB20 ANCHOR AT NEW CONSTRUCTION OR 5ts" O SIMPSON SET EPDXY ANCHOR EMBEDDED 10" AT EXISTING CONSTRUCTION. FASTEN BLOCKS ABOVE SHEAR WALL TO TOP PLATE W/ SIMPSON A35 @ 8" O.C. ALLOW SHEAR = 430#/k Y2" STRUCTURAL I PLYWOOD (MIN 5-PLY) EACH SIDE W/ 8d COMMON WIRE PLYWOOD NAILS (2" LONG) @ Wo.c. EDGES AND 12"o.c. FIELD. INSTALL NEW EMBEDDED Ala" O A.B. @ 16" o.c. INTO NEW FOUNDATION WALL ON 3x SILL, EMBED ANCHOR BOLTS 7" MIN, PROVIDE 2 -SIMPSON PHD6-SDS3 HOLD-DOWN EACH END ATTACHED TO SIMPSON SSTB20 ANCHOR AT NEW CONSTRUCTION OR V8" O SIMPSON SET EPDXY ANCHOR EMBEDDED 10" AT EXISTING CONSTRUCTION. ALLOW SHEAR = 550#/ft. 1. THE FOLLOWING ARE THE APPROVED PLATE WASHER SIZES FOR USE AT ALL HOLDOWN BOLTS AND ALSO AT SILL PLATE ANCHOR BOLTS FOR SHEAR WALLS #1, #2 AND #3. BOLT DIAMETER PLATE WASHER SIZE Y2 Y6"x2"x2" V, Y4" X 2Y2" x 2%2„ :%4" N16" x 2%" x 23/4" 1/,6" x3"x3" X 3/2" x 3/2" 2, ALL FRAMING MEMBERS ARE TO BE DOUGLAS FIR AT A MINIMUM OF 16"o.c., U.N.O. ALL OTHERS MAY REQUIRE STRUCTURAL CHANGES. 3. ALL PANEL EDGES SHALL BE BLOCKED WITH 2`° NOMINAL OR WIDER FRAMING. 4. FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2"o.c. 5, WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL, AND NAIL SPACING IS LESS THAN 6-o.c. ON EITHER SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR WIDER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 6. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE 10d NAILS HAVING PENETRATION INTO FRAMING MORE THAN 1 !s" ARE SPACED 3" OR LESS o.c. 7. APPLY SHEAR MATERIALS PRIOR TO FURRING FROM BOTTOM PLATES TO TOP PLATES WITH NO INTERRUPTIONS, 8. ALL PANELS SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE MARK OF THE A.P.A. OR D.F.P.A. PRODUCT STANDARD PS 1-95 DOUGLAS FIR -LARCH, STRUCTURAL I. 9. TWO LAYERS OF GRADE D WEATHER RESISTIVE PAPER SHALL BE APPLIED OVER PLYWOOD SHEAR PANELS AT EXTERIOR STUCCO WALL LOCATIONS ONLY. j2" STIFFENER PLATE --'� CENTERED ABOVE POST Y2 " x BEAM WIDTH CAP PLATE w/ 4 - VO M. BOLTS TO BEAM FLANGE l4 V STEEL TUBE POST - SEE PLAN Y4 V SIDES Lw 1Y " X 2 PROVIDE 2x NAILER STUDS AS REQUIRED FASTENED TO TS POST W/ Y2" 0 WELDED STUDS @ 16" O.C. MAX. "SIMPSON" A34 EA. SIDE, TOP & BOTTOM OF FULL HEIGHT STUDS FOR HEADER AT EXTERIOR WALLS. 2 - 2x TOP PLATES --16d NAILS (a7 16' O.C. 2x CRIPPLES @ 16-O.C. PROVIDE 2 - "SIMPSON" A35 FRAMING CLIPS (1-TOP & BOTTOM) WHERE HEADERS ARE LONGER THAN 6-07 HEADER (SEE r (SEE PLAN) 16d @ 12" O.C. USE 2x TRIMMER UP TO 3"-6" OPENINGS., USE 2 - 2x TRIMMERS UP TO 6"-6" OPENINGS.y USE 4x4 TRIMMERS UP TO I V-0" OPENINGS • # i I! E # r • • CONT. 2x SILL I SLAB FOOTING # y • / was I y • l r • r � r r t` y • • l s �i 2 - 16d TOE NAILS EACH END -TYP. • •' •' b • ' •' ' • 1 • • ' Jilki• !' ': '•• •' t y l • r ik ' • • . • •. 0 PROVIDE DBL. JOISTS BELOW MECH. PLATFORM - SEE ROOF FRAMING PLAN r • y � r • ••i� • • NOTE: MAX. UNIT WT. = 500# LOCATE ADJACENT TO G.L.B.'s PROVIDE SIMPSON A34 @ 24"o.c. AT HEADER JOISTS (OR END BLOCKING) NAIL THRU PLYWOOD INTO 2X4 FLAT MINIMUM BLOCKING (TYPICAL) ' a •' i in i • ' r ' ' i • ' 0 ■► A� 447.4 a Ln w U rn ' SHEET NO. DETAILS S-6 OF 9 E E 3 , 37" /8 EDGE DISTANCE 1Y MAX BEND EDGE DISTANCE AT T.O. CONCRETE NOTE. MIN SEND DIAMETER AT T.O. CONCRETE L-J I SHALL MEET UBC CODE 16 MAX BEND 14 GA 12 GA 3,500, REQUIREMENT (1907.2) Cn WASHER & NUT AT HO DOWN BOLT SHALL BE 3� 2350 0a SNUG TIGHT, SECTION 00 ZO 0 0 z 0 OPTION-2 :r 0 E as CURB CONDITION INSTALL PRE -SENT SECTION—f 1.750 BOLT .75' INSTALL SOLT 0 ANGLE, BEND SECTION ABOVE W = 2 h 8 Er �; nq CONCRETE TO PLUMB 0 PRIOR TO INSIAWNG 1/4' HARDY FRAME 141 GE DISTANCE 0 FOOTING EDGE DISTANCE 0 FOOTING 31/2" C11 SECTION AT EXTERtQR-AFOTING - OPTION -A SECTION AT EXTERIOR FOOTING Qe!LON 2 12 CA a - En EDGE DISTANCE 14 CA AT T.O. CONCRETE n U3 z REQUIRED ON BOLT NO BEND IS EL z WHEN EDGE DISTANCE AT TOP OF M LLJ CONCRETE IS j� THE BOLT 0 (MIN 31/27 FOR 7YE, 0 SO A M UJ 4 1/2' FOR 1 1/so BOLT C) LLJ 3" CLEARC� It 1.1.1 F_ 2.51) IR (n SECTION AT EXTERIOR FOOTING WITH POP-0J SECTION AT INTERIOR FOOTING —7 a- Z Ln cc r, (n 0 HOLES UJ END DISTANCE i -3/47XIO A,(U� 0 AT T.O. CONCRETE I e 'L 1/8,10 HOLES 1 0 1B" FROM TOP C0 cc 2 PA N LY) 1 0 18" FROM TOP 1 0 18" FROM BOTTOM co 1% LIJ X X 153 :z - f�u 'LT (MINJ 1 0 18" FROM BOTTOM 0z C� M _0D 10 �4 U0 tn V) 73r ss C> END DISTANCE W 3 < _> ELEVATION AT CURB CONDITION ELEVATION AT SLAB U*) m V) CL C4 of -,2 �_,! M a 5" 04 0.37 HARDY FRAME PANEL: EMBED SCHEDULE M O o T 06 0i 7/8" 1-1/2' /8 3/4"X394"(Min)X37/�' N 0 T E S 3/�'0 1/;'(min)x31/2" 0 41 0 1. HOLES ARE 4.5 MM (0.177 IN) DIAMETER. PLATE WASHER PLATE WASH' EACH END EACH END 0 40 0 2. STEEL IS 0.684" BARE METAL THICKNESS. MBED ESE UPLIFT BOLT I DIAMETER EMBED FROM T.O. FOOTING EMBED FROM T,O. CONCRETE EDGE & END DISTANCE AT FOOTING EDGE & END DISTANCE AT FINISH CONC. P-A 13,000 7/; 6- 17' 6. 13/4. P-8 15,333 7/; 6. 21' 6. 13/4. P-C 20,000 11/8, 7- 24' 1 7* 13/,," P-D 23,500 11/8. 8. 24' 1 8' 13/4- 3 11/8. 8. 25- 1 8--1 13/,- 0.05 VVIII-I GALVANIZING. 3. STEEL MATERIAL IS ASTM A6515, 50 KSI. THE "EMBED TYPE" IS FOR REFERENCE ONLY 'I VALUES L S AN I"W" SLOT 2 A UE D DISTANCES ARE BASED ON 2500 PSI I "W" SLOT 3 CONCRETE (MINIMUM) TOP & BOTTOM TOP & BOTTOM FOUNDATION DESIGN BY OTHERS 4 ENGINEER OF RECORD IS PERMITTED TO MODIFY THIS DETAIL TO ACCOMODATE A SPECIFIC CONDITION FIGURE 3A. POST "W" & "S" SERIES FIGURE 38: POST "H" SERIES FIGURE 4- BEARING PLATE F MARCH, 2003 HARDY FRAMES PANEL HOLD DOWN EMBEDMENTS 290A 3.25x3.50x14 GA TUBE SECTION 13A 3.25x3.875XI2 GA TUBE SECTION 313 0.75"x3.5"xIV', 24�' OR 30" BAR 4 FIGURE 5: HARDY FRAME SADDLE HARDY FRAME 1 PIECE "C'-12 GA 3 ENGINEER OF RECORD IS PERMITTED TO MODIFY THIS U24- 12 ENGINEER OF RECORD IS DETAIL TO ACCOMODATE A SEC —A PERMITTED TO MODIFY THIS SPECIFIC CONDITION DETAIL TO ACCOMODATE A -SPECIFIC CONDITION 2-6 31 2e/2 DBL 2x CONT 12 GA DETAIL 8 if TOP PLATE HARDY FRAME® PANEL, 4(# BRACE FRAME OR POST 1 .1, . I 2*x FILLER >1 /_1 1 f I fit I I ABOVE PANEL AF_ 0 -1 A INSTALL STANDARD, ROUND, CUT- 3"x65/8* ACCESS 1/4'0 x 41/ " HFS SCREWS WASHER AND NUT, SNUG TIGHT EQUAL) ADJACENT FRAMING OR > 2-10 WITH HFS SCREWS / MOISTURE WRIER RECOMMENDED {OR EQUAL) HARDY FRAME 2 3/4' {USE MOISTOP, 15# FELT OR RECOMMENDED, BUT\ MOISTURE BARRIER RECOMMENDED EQUIVALENT ) MANUFACTURED TRUSS OR 9/32-0 HOLES 0 OUTSIDE OF THE FLANGE, NOT REQUIRED PA {USE MOISTOP, 15# FELT OR RECOMMENDED ROOF RAFTER 12GA 6 LOCATIONS @ EA EDGE EQUIVALENT} (11/2" 0 3/4" A.B.) ROOF SHEETIN YOR' (ONE PIECE r—_� 1/8"0 HOLES 0 INNER FLANGE, a ROOF SHEETIN ROOF III 4 LOCATIONS 0 EA EDGE TREATED TO ALLOW FOR 1/4-0 SCREWS BOTTOM PLATE A.B. PER PLANS 10 CONNECTORS BY OTHERS 7/8"0 HOLES F11 4 -- 1 0 18" FROM TOP < 6L- 1 0 18" FROM BOTTOM 23/4- T.O. BOLT TO T.O. e NO BEND IS REQUIRED ON BOLT an CONCRETE RECOMMENDED WHEN EDGE DISTANCE AT TOP OF > —3"0 HOLE, TOP & BOTTOM A4 , - - . CONCRETE IS 4x THE BOLT 0 (MIN) 3 I/j' FOR 7/g"O BOLT Hardy Frame"' Panels - "W" Series MODEL NUMBER HEIGHT (INCHES) WIDTH (INCHES) DEPTH (INCHES) HOLD DOWN BOLT DIA. (IN) ANCH.BOLT 2 QTY & DIA (INCHES) SCREW 3,4 CITY AT TOP (EA) SCREW 3,4,5 QTY AT BOTTOM (EA) HF78x12 7/8 78 12 3-1/2 7/8 NA 7 7 HF8x12 7/8 92-1/4 12 3-1/2 7/8 NA 6 6 HF9x12 7/8 104-1/4 12 3-1/2 7/8 NA 5 5 HF10x12 7/8 116-1/4 12 3-1/2 7/8 NA 5 .5 HF78x18 7/8 78 18 3-1/2 7/8 NA 10 9 HF78x18 1-1/8 78 18 3-1/2 1-1/8 NA 15 13 HF8x18 7/8 92-1/4 18 3-1/2 7/8 NA 8 8 HF8x18 1-1/8 92-1/4 18 3-1/2 1-1/8 13 11 HF9x18 7/8 104-1/4 18 3-1/2 7/8 NA 7 7 HF9x18 1-1/8 104-1/4 18 3-1/2 1-1/8 NA 11 9 HF10x18 7/8 116-1/4 18 3-1/2 7/8 NA 7 6 HF10x18 1-1/8 116-1/4 18 3-1/2 1-1/8 NA 10 8 HF11x18 7/8 128-1/4 18 3-1/2 7/8 NA 6 6 HF11x18 1-1/8 128-1/4 18 3-1/2 1-1/8 NA 9 7 HF12x18 7/8 140-1/4 18 3-1/2 7/8 NA 6 5 HF12x18 1-1/8 140-1/4 18 3-1/9 1-1/8 NA 9 6 HF13x18 7/8 152-1/4 18 3-1/2 7/8 NA 5 5 HF13x18 1-1/8 152-1/4 1 18 1 3-1/2 1 1-1/8 NA 8 5 HF78x24 7/8 78 24 3-1/2 7/8 1 EA - 3/4" 14 12 HF78x24 1-1/8 78 24 3-1/2 1-1/8 1 EA - 3/4" 22 16 HF8x24 7/8 92-1/4 24 3-1/2 718 1 EA - 3/4" 12 10 HF8x24 1-1/8 92-1/4 24 3-1/2 1-1/8 1 EA - 3/4" 19 16 HF9x24 7/8 104-1/4 24 3-1/2 7/8 1 EA - 3/4" 10 9 HF9x24 1-1/8 104-1/4 24 3-1/2 1-1/8 1 EA - 3/4" 17 15 HF10x24 7/8 116-1/4 24 3-1/2 7/8 1 EA - 3/4" 9 8 HF10x24 1-1/8 116-1/4 24 3-1/2 1-1/8 1 EA - 3/4" 15 14 HF11x24 7/8 128-1/4 24 3-1/2 7/8 1 EA - 3/4" 8 8 HF11x24 1-1/8 128-1/4 24 3-1/2 1-1/8 1 EA - 3/4" 14 12 HF12x24 7/8 140-1/4 24 3-1/2 718 1 EA - 3/4" 8 7 HF12x24 1-1/8 140-1/4 24 3-1/2 1-1/8 1 EA - 3/4" 12 11 HF13x24 7/8 152-1/4 24 3-1/2 7/8 1 EA - 3/4" 7 7 HF13x24 1-1/8 152-1/4 24 3-1/2 1-1/8 1 EA - 3/4" 12 10 1) Hold down bolts are all thread rods with 1/2"x3"x3" plate washers tack welded or double nutted to the embed end of the rod. Both the rod and the plate washers must comply with ASTM A 36. .. .... . ....... .. 2) Anchor bolts must comply with ASTM A 307. 3) Screws are 1/4" diameter wood screws with a minimum allowable design value of 311 lbs.(excluding the allowable 1.33 stress increase) based on connecting 12 ga metal to wood with a specific gravity of 0.50 or greater. Complying screws are Hardy Frame HFS-series, USP WS-series or equal. 4) Minimum wood screw length is 3" for the top and 4-1/2" for the bottom connection. When installing a 2x filler (wood with a minimum specific gravity of 0.50) at the top, the minimum screw length is 4-1/2". 5) Screws at bottom connection apply to installations on floor systems or beams and replace anchor bolts as a means of shear transfer. Screws are installed in the Panel base and/or a Hardy Frame Bearing Plate mtVIDILAVO DATE t _J UJ 0 :z 0 .J < C\1 C:) C5 WC'4 Z < 0 0— UJ CC 0 c) Lij C) Z M 0 C:) C-75 LO UJ _J C:) UJ C:) 4 ..71 C2 4,/2 FOR 1 /8 0 BOLT 00 3/4"X31/16'(Min) x24" PLATE WASHER 011 3/4"0032 0 A.B. W/CUT L THREAD HOLD DOWN BOLT Hardy Framer) Installation (AT M ONLY WASHER & NUT 0 24- PANEL (ONLY) WITH WASHER SQUARE PLATE 1/4' WASH W/DOUBIE NUTS, OR Step 1: Concrete Preparation TACK WELDED TO BOTTOM OF ROD EMBED DEPTH PER PLAN A) Concrete contractor should use Hardy Frame Templates to accurately place embed bolts and Hardy Frame Bolt ±S'x85/; ACCESS TO H.D. BOLT Braces to prevent sway. C:> 24" 1/4'0 VEEP HOLES CONT, DOUBLE TOP PLATE 1/4-0 3- HFS SCREWS B) Attach single use (HFT) or reusable (RHFT) Templates to a formboard of locations specified on plans. Bolt Braces C> TYP, BOTH SIDES 7/8 "0 OR 11/8-0 ALL THREAD FOUN ION DESIGN BY OTHERS (OR XEQUAL) PER SCHEDULE CM 15�16"O x 2" SLOT @ 7/8"0 HD FOUNDATION DESIZ HOLD DOWN BOLT PER PLAN) connect at the embed end of the hold down bolts. Typ OF (2), TOP & BOTT. BY OTHERS WITH 1/2"0" SQUARE PLATE HARDY FRAME PANEL 4 13/16"x2" SLOTS 0 11/8"0 HO WASHER W/DOUBLE NUTS, OR C) At interior footings Templates may be secured in place using stakes. UJ _fy—P, TACK WELDED TO BOTTOM OF ROD SEE DETAILS 29A AND 29B FOR OR BRACE FRAME EMBEMENT DEPTH PER PLAN ADDITIONAL INFORMATION ON D) Footing design, embed depths and bolt edge/end distances are per the designer of record. 1/4 0 O 0 EMBED DEPTH AND EDGE/END DISTANCES E) Determine if the Hardy Frame will be installed on concrete or a mudsill and refer to details for recommended W PLAN VIEW AT BASE PLAN VIEW AT TOP & height of bolt above finish concrete UJ r BOTTOM CHANNEL UJ CIO THAg FOUNDATION HARDY FRAME AT EXTERIOR FOUNDATION ON C HARDY FRAMe SECTION AT TOP PLATE CONNECTION Step 2: First Floor Installation on a Sill Plate Q c)24" PANEL 'W' & "S" SERIES DY FRAME MARCH, 2003 HARDY FRAME PANEL INSTALLED ON FOUN CD 3.25x24'xl2 GA C SCALE: 1/2"=1'-O**] 1B BRACE FRAME INSTALLATION SIMILAR NOTIR INTSM CONDITION SIMILM A) If the Hardy Frame is to be installed on a mudsill, plot the bottom plate and cut the length to match the width of <11 M the Frame. If located next to a door opening, allow the plate to run into the opening ry— < 0-) B) Set the Hardy Frame over the embed bolts. fr < C) Place round (cut) washers and nuts on all bolts. Tighten nuts until Frame is plumb and level. 0 D) After framing and plumb & line are complete, install 1/4"x3" screws through the top of the Frame into the double 0 top plates or header above. Top plates must be continuous or have a minimum 8' lap at splices. 5; Step 2: First Floor Installation on Concrete rr CJ5 A) Installation of a moisture barrier such as Moistop or 15# felt is recommended under the Frame. Z LLJ B) Set the Hardy Frame over the embed bolts. = f2_0 > C) Place round (cut) washers and nuts on all bolts. Tighten nuts until Frame is plumb and level. D) After framing and plumb & line are complete, place a 2x filler above the Frame to make up the height difference created by eliminating the sill plate, and connect with 1/4"x4-1/2" screws through the top of the Frame, through the filler and into the double top plates or header above. For fillers larger than 1-1/2" net, refer to details 26 through C5 28. z Step 3: Second Floor Installation — Brace Frames (6 A) Install a solid 4x rim in the floor system below the Frame. PSL or LSL material is recommended. UUJ J B) After the floor is sheeted, plot and cut the bottom plate in some fashion as first floor installation cr C) Use all thread to connect the corners of the second floor Frame to a Frame, Panel or Post below. It D) Secure the base of the Frame with 1/4"x4-1/2"(min) screws per schedule. E) After framing and plumb & line are complete, install 1/4"x3" screws through the top of the Frame into the double top plates or header above. 3: Step 3: Second Floor Installation — Panel with Bearing Plate A) Install a solid 4x or 6x rim in the floor system below the Panel. PSL or LSL material is recommended. B) Notch the floor sheeting and screw each end of the Hardy Frame Bearing Plate directly to the rim below with 1/4"x3" (min) screws per schedule. If the rim is 4x, add a 2x ledger to allow for boundary nailing of floor sheeting. DATE: C) Install the second floor Panel directly on the Bearing Plate. D) Use all thread to connect the corners of the second floor Panel to a Panel, Frame or Post below. AUG 15, 2003 E) If necessary, install (4) 1/4"x6"(min) screws through the Panel base, through the Bearing Plate and penetrating the Now" rim below. 4470 to F) After framing and plumb & line are complete, place a 2x filler above the Frame to make up the height difference a 12-3-1-2006 created by eliminating the bottom plate, and connect with 1/4"x4-1/2" screws through the top of the Frame, through the filler and into the double top plates or header above. For fillers larger than 1-1/2" net, refer to details 26 through 28. H-1 a t Note: Installation methods may vary due to job conditions and/or specifications by the registered design professional. _0 > M CD — C4 C14 — CD tJ?T-L0N C7) oo 00 ca I 0 < It C 0 (D C14 LIJ 00 co X F) l- U_ F-4 4-� z U 0 U 4� 4 ce) Sw SHEET NO. S-7 ma ti � If E.N. 4x4 BLOCK W/ SIMPSON A34 @ EACH END @ TOP & BOTTOM SIDES 2x8 NAILER FASTENED TO EACH FACE OF TS .COLUMN W/ Y2"O WELDED STUDS @ 32" O.C. 2x6 P.T. SILL FASTENED TO 2 - %"x12" EMBED. ANCHOR BOLTS @ EACH SEGMENT. PROVIDE 3" MIN. END DISTANCE. E.N. iv 3-#3TIES @2"O.C. M e A (N) Y4" CAP R w/ 5 -1/4"O x 3" SIMPSON SDS SCREWS E.N. @ EACH LEG ! /6 VT I (N) TS 8x8 COL. - SEE PLAN , r. • • + '� -- �' -_ - co FOR SIZE I I 971 SEE ARCH. PLAN �" 1 I Y2" I A �/" (N) 3000 psi CONC. FTG. I DEPUTY INSPECTION _ REQUIRED. I i I 3" CLR. j TYR I ! :2� I E.N. 2 ! CD ! —PZN If IIIt I ii z_ 2'-6" MIN. (N) TS 8x8 COL. I 3 - #4 TIES @ 2" O.C. —�'J I ! B B — CENTERED IN FTG. ( I 8 - #6 VERT. BARS, 3 - EAGH 1/4 SIDE #4 TIES " '1/2"x14" SQ. ° N @ 2O.G. I C BASE PLATE n II I { 1l2" i 5'/2" i 5Y2" i �Y2" 2-#4TIES @6"O.C. 4-%8"0ANCHOR BOLTS C (N) TOWER COLUMNS S-8 SCALE: /4" = 1`- 0" r(N) 2x6 SOLID BLOCK BETWEEN LOWER CHORDS (E) 2 - 2x6 TRUSS LOWER CHORD r. 3n 2n12n 2" 2"12" 2"1 3" 1 W.F. 3„ �2'12ZZn ,n 2n 3n PROVIDE (N) 2x6 DOUG. FIR SEL. (E) LOWER CHORD STRUCT. PAD @ FRACTURED SIDE, FRACTURE (VERIFY) FASTENED w/ 14 -Y4"O x 3" SIMPSON SDS SCREWS EA. SIDE OF SPLICE. PRE -DRILL 3�6"O HOLE FOR ALL SCREWS `— 3" 2n 2" 2" 2" 2" 2" 3" W.F. 3" 2" 2" 2" 2" 2" 2" 3" I 8 (N) L.C. SISTER T-24 S-8 SCALE: 1" = 1' - 0" l 2" 3/2" 3%2 1Y2" V THICK BASE PLATE W/ -� 4 - 3/4"0 A. BOLTS (N) STEEL PIPE COL. - SEE PLAN FOR SIZE & LOCATION PROVIDE (N) #4 DOWEL BARS @ ' 18" O.C. INTO OF (N) SLAB v 716 (N) SLAB cl II 11 cz C SEE: PLAN 24" MIN. IF EXPANSIVE SOIL ENCOUNTERED. i • ir! i ' i•! � i1 ' • ! ! • ' ! !: ! ! j oft So , I ! i' . ' i j r 1 r j ■ r r •i •; i • � l • � A r r i ■ r r •' ! • 1 CONTINUOUS REINFORCING BARS OF FOOTING PER s- k !l.. i 1 A •' ! 1 • 1. • III rr 1111F• ` i ir. ♦ • 4 (E) VERT. WEB MEMBER (N) FTG. (N) TRIMMER & KING V HARDY FRAM STUDS - TYP. ANEL - SEE RLA 4I (N) 3/4"O ANCHOR BOLT 1 PER "HARDY FRAME" i REQUIREMENTS ! ,— (N) FTG. if � ii ii i? U , ii 11 N 4 - #5 BARS M + SEE DETAIL & S-� \S-8,,� SCALE: 3/4 " 4 - 1 Od NAILS TO SIDE OF RAFTER ATTIC PURLIN W/ 3 -16d TO EACH rt KICKER BRACE. PURLIN TO MATCH `. • RAFTER SIZE. 2x4 KICKER BRACE @ 4'-0" o.c. MAX. - USE DBL. 2x4 @ PURLIN SPLICES & PROVIDE SIMPSON LSTA18 STRAP TIE a FASTEN KICKER BRACE TO ---- TOP OF BEARING WALL WITH SIMPSON A34 ON EACH SIDE WITH f2 NAILING STAGGERED F-4—BEARING WALL nwa a Vov liaa a.re� rlLj o vae...s "O (N) 2x16 LVL JOISTS WHERE OCCUR) AS NOTE q DETAIL tT (N) 2x10 PURLINS, USE "HA213 HANGER & AT (N) 'URLINS, USE HU212 (N) PURLIN CONN. TO TRUSS U.C. KEY NOTES 01 SISTER UPPER CHORD OF T-21, WHERE NOTCHED SIMILAR TO DETAIL 02 AT T-21, REMOVE & REPLACE SPLIT WEB. MATCH (E) BOLT FASTENERS & PROVIDE ADDITIONAL FASTENERS AS NOTED. 03 SISTER BROKEN LOWER CHORD @ T-24 @ EAST SIDE w/ (N) 2x6 DOUG. FIR SEL. STRUCT. PERT 04 PROVIDE (N) SPLICE PADS @ T-18 LOWER CHORD SPLICE SIMILAR TO DETAIL 05 PROVIDE (N) LOWER CHORD SPLICE @ CUT LOWER CHORDS @ TRUSSES T-14 & T-20 PER j r r r i , • r i j l • i 1 • / llllmw__� all / (N) SIMPSON HD5A @ INSIDE OF 6x8 HEADER - r • i ! • y • � j i ► ! 1 TYPICAL RAFTER - SEE PLAN REINFORCE (E) JOISTS WHERE REQUIRED BY NAILING A (N) MATCHING FULL LENGTH JOIST TO SIDE USING 10d x 3" @ 12"o c STAGGERED & 3 - 10d c@ ENDS. FASTEN (N) SISTER JOISTS TO (E) TRUSS CHORD w/ SIMPSON A35 @ EA. END (E) ROOF TRUSS (E) TRUSS UPPER CHORD (N) 2x4 FLAT CRIPF STUDS SPACED tz3 24" o.c. BTWN. (E) CHORD MEMBERS ON EACH SIDE OF TRUSS. FASTEN TO (E) TOP & BOTTOM CHORDS USING 2 - 16d x 3Y2" TOE NAILS @ EA. END ROOF RAFTERS (E) CLG. JOISTS FASTEN (E) ROOF TRUSS TO W14 NAILER w/ 16d X 3Y2' TOE NAILS @ 12" o.c. EA. SIDE " • ! ' ' ! i 4 • zi CO> 04 c%� 2 N c corn oQd'b- _v �_ tU CO 00 to T- T- oo X m 0 u-- Ln a O* u v ,I II Ill 7 r (N) 6x8 HEADER w FESStprV � V' ks t �? L. PLAN O 44e ti [TIZm ��•11�IIlll/!f .................. w�iii��'��'d U A "uh illi ORONO W TOM S-8 OF 9 m!l MEMO= (Ooo�ll 77 I . 3a-L S Nl VkV ;!I1.�-3�1 S 3&QPV VDAS . ...... ,----.T-- -- ---- ,c "a aoCV8 W .) Z }. — L 1.1 LAJ W ,.,,,,1 Z �d - lql r� \.J C�J � W�� 1 u 16 LIM- O IA IN NI N.. Q v `h V e11 Ow lk0 W l,. U I� j Q% r Z-t ° 2 2 �IitN- 1 , 3W(6� � N ' !CST a F : q U q® O ir Az Az t� tq �� U �i i� �v�� 4 i U q O 8 n �S)�t-,------ - -11- l-----l--l-l-�-11--- ----1 �l —I T - 0-1� �` , - --�4 ck: j N M �,,�� << i i F �d �J Lljw 4J _ r �1 r. j 16 ): �s IQi (�? Ch v C i ' i i ski i i �' �1 W - -,- ---1 i i iI'll I >l kZ � m W Q k Q,,, '11K Sc �Q- W V) �2 � 4Zm Wm Ww ��O gU��jOQ W �� ' ` w �` QmJ h - ( �•iW WWQ �Q� �� e4 4 ��m py� Z� ©4 �� v 2 V)4,� Q`zU O � 44 w°� W�a ,� `'°o W�Q �� O ,j4 qm �° mWUm m - p �Qct Z�� - _ �w�`` a �� Q. �0. 4y �V w �Ww ��6 w �� °c w {�.� p�and �.Q V r 04� ��o w UQ °� m° �: Q�'� �3. k� Z4Qwy 1fl "' 1 a 4 y�U�'� :� �� oq w O-S° m�4 WQ 4try~:� UW w Q 44 �.. Z W .� §— Pt Q� owsq ��.a � `c 4, wQ�m �Q� — w w AOo C-t ) W 4 �� °1:4�� '�-m �Z Via' �*c 4 mw p `c �q'C1 •. w �UW Z m �.� '`yta �o� Sn $ 44�, m©a --o vw az�v mWa ,��,`' QQ� �., UQ ma'ow` w4�a�mc PazQQ ".: tV Oi � k) td � W Z (64 Q Z Q o-4m�cr444 c U1 U wewm ,� �. (n W L—A. --j z; % Ol IS :;EZEQ 4 �p �WZ — O ggwa�smw �. m U� 6� w �LLJ !k U h lk w E .C,) 3 o4nm,�t\. O Q -:Qc 3mz �. z\pioo°��7 c „�4''v`omoo ��K,�44w q wvox°U q � y . -. nm,. �ZZgsC�� C°s 11 �. %, Q IX 2 �q � 4 oQ X iz Q 4� W o� (3Zv °Q UW�w o` W�w� Q.wm3Q�w gQ�Vy�Lt Wo W ` W =w� wv�>'�o �wW w�Sr) �l - - mQ 4�.,W4��,4 �m #: q k-�(1)w �o �°m0.'y�'yn'4 �0. �2w0 �WW�kw� ak q�gg4 OwJ ::swQS w�owW� owz �0. wQ�q it iz w �yo2o=W° �e � ; �Q LQ'XX �w0-Wvw '�' �v 0.0°vm °°ZRtq�w�� 4j �° �►''� �� wwd 4 vi��wW�QW� vW Q��m QO4�O�mt� �� p� © - �2 vy4q , li_;Z�� I 'I I �Kl � \� *,I wv`-m�'O Uh �"�`°° zwQq mwW��w�Q W; �� w�we wW�.�a.� 0.�aom�� Qgc°�j°U w Imn4"°v %%: N �"1 `th h td 14 C aWi p .C, W yW W �°� p o o W �Cpi �p`,Zt)b w•.�bF" m p zs o ° .E o '" .e ,o� b 1 W b H C b p• C`¢Vi b•�b b p b a� O O$ O bs p •Q y �, h r O• V CX st t1- Q. b b p . p 4 % 4 :� W Q O t� �- -?O- 'Q **� W Q, b 'O IK . W 0� �V pb p6%,.fi1 v`N-t % fib w �.. 'KC b � Os •�•+ •�„ �b W b w p -C w VO p 1 b yp„ p qt'y Cj ,v''p„ _ !k_Z to E3 Qj 1 Uo~ ac WE,o.o3Z : to po o o �c w �„ W o '61 Q. *� o� �,yvyN bC.nr o,0) a. p b y h V•3 Q'SC) w4,-O.. W•yZ,p C V :I+ w pO I� Op W COW "o;,:% .W .` w b j C v;� a' :S •C CY.`�b b O b C tx 4ZICo O W-S ' W pve. 4 v O 44 m •4 bs W h `� W 1� `C ® by `��► WbIsbz b'h_'b t��pW t b b n. b y W n.� W W W W w W .0 ,(O L. 4 �C W CA c"" �aW c°L°v��,o mCo�w�, c :2,4' bW q ; W o4oth C »..Z3 .Q I.Wv�•�„oE W`' .•- W b W b` b1, otiz Lio-Qo c-- y bs a a,o o Qqo ° Q-g m 5 04 p '- ,,., , b H C? b 'b C ,b � ri -d 0 r z by w., � � b'b � w p y 'pQ.C,Z t 'p 1 ;a. �� cW vo •cM"•�c 1 c bcn o� sc W �., a 0. o (k %, I bs `b v �, b y �: o W -is i ®gip °�4° yo o I Q ,Q E,-Z -+. o Q• W�q� o� W4W4� Rv tWiy4 "c � � % 'K q b mot; O-Z b n, Al•W 'b�. o � o N "i � �i �d R z w w W- Or w w I.: 0 w a. 0 w cn Q w w cz 4 • #W LIJ o t- I (nn _< m �� 0 C) Q I.!_I C1.. o (f) 0 rN a of w F-d w o= i w acr- w-� w* m *_ Va 3z Ui ow I w �-, "� 0Q Ur- I a a. -- I- ZowW 02 0 ��a 0 0 ce- wZ0 C1 ,r w IZ ot c9 9?� Qi Q0(n < z 0 U z Ix h N IL O D a w U W 0 z cc w a z Q kW m�� q CS m - i o° d �ztQ :;tL 4�� gym® W '�� a ��m°wo°'o°�.,��z m� w 0.�v ��k `'z�~ `w o°r WZ5aW �Z �QQoo .(J)PE �,�Wv� o; q 4 Q� .� o.� mew °°4 3�U��» °� Como ., v`� wq q w-� U° om� q`' C , _j Q m Q � �N�m �P) mW 4w�q� m��m Q�m� , ;c w W iz m Z ~ov, �°�`�� ZwW� �' �QoZQ �o 44,�; qW� v m v w o�� W, �oq,., - o Q q v w° 4m°oQzmw mom � ° m Woq �� v ��... ,q mom . wm� e m a ° � 't ��h y�Q�U�ym QZ�;:-K 4 UZ to 4 tC ©4m� =�� Oq4�,. (� NCO 4,� Q �� aC 4°� 4 Ct i,.J 4�cW4 4JeT UM v Qpp Q U U U 4 Wei �`� mmN4�~��c �'zUi ',m� 4° �V�► �Q 1 n''~ c?r n,m�w`�Q �•QtV wow `z m .� wc� oW z ° �•3W Q 4SZ.+� W4V4mW o � o �o �q m C9ogmm 4�. t� - mW �. Q �/y Z �(n 4-�UQUow V . �, "� i►f`%Z-: 4°U ° W 4 w �4 : �' �`"� :4 a,�qk� ,m4 m�`�, � ,) 2� �� ov U��oo.� Ui�gwj�g4Z� °,c5�. O�y� U +� 4 +o� 4 o ; �( w�04CQU44dN W4, � -4- - . (A) I 4- - mq ,rp �`C�aC c',.44U 4,W C- W p� Om �' o o� pp W 4 q:g4 Wq W,,� y q mCh•jQ U lCWmW �;�� W q Z m ,,,qq i �w �V� �k°4w`n' 44c�-4 wq--1t Z4 �O:q°� �m W �`` Q Q � Ci � � IC w°ti, ,4� 4w�a� - Z� ° a 1 �'ol�mW �4 �w°�'`� � m� �w� � o ° -K m� °4smQ °�� a 4w . m m ! cs v mow �oq Q Q q m�Q �woU�4 ° v�qQ �W a�mZ 4X�m o4m QQ_° QUwo zmWv K �$c. v v 4° m4�4 ., � �, z�� I �� wow zm� ' ° w 4, 44. �' 40)� ° � yq m�4��w�m zwchz �o oq°z�`�m �4,�ow,o .`�®�.° °�'� II �, a �, � �v g�� g4wo�j�Q a ,oUo�,(" v ° � o�WCQwQ4 ,m �44 w� �, ® .. o•. � � �. a Q o N ° ��., �4 zQ Uw U�©WZ� .,jON mm.., m o U5� zgUmo u4 Q m w� ° wmUm o m� ,gym mwQ� ° °�4+ z u n 45 ,� 4m Q em ,�'~�c°ZQv °"n ��q, �m �Q� mmoQ� qv jq ��QWo oU zwW �m I ° Q �` Q wW © o ° my �m o .� m�, 4 m a ca o Ch W4 m A- 2 "K `� 4�W,,'�ooW4 o..a-4W ,°Q ,� U�� a o w QU 4U Qw moot �. m W4c�o ov ° ma �. m ma o�z z�,�. �W Ch (4 �.. w m ,� o� 4 % ( w k oo W. .� W aw Q w a� 4 m �z�Q ��Wgwn, �I�,o ,� U :� Z� m � �QZ' ZzI oQ �4o o v R �o�;� � ,�' `'o��y °��'°'�' � " °o o'`� Ad a vy�U m o q 4` c� Q ., %�3 �4Wi~ �i~� m°� �� WWI' o°m��gQoZgUq �n.n.� o ;°°+.� Q�� y wo �° `°w o zw y4 4 m W`z``` 44 �m �m�Q�oW qam°aCnw,m a2mcs4 �Q q � m d m ,. c�,° �-W Q�mm �Z�• U qW m�q �Qq m� Chchw c�4 i�0.,4 UtI.OU(,y�t .,o mwmmw �`4w ��W� `` 4 �C m U m W mU n,'r, I IiQ °U°Uq 4aQ°sz4v a°.m°�!�a o�aa 44y�o�m c�o��Q Q�� °U�� U a ca n. 4 0 w U z yw wmoo N N ry N t 4 �qW F"' UU m0 �� 4� 4 mWm n. wQ `� o ww 4 °° W U Z W om4 �co Zen, m K �4 mZW W 04 Q X � Cr Ii 4 C5 � ° � 4 Q (y q pp � - W o _ � W �, wov.Z 4. �4 ., CQLI-,W tv amp �- W'� Q ; q �cwi4 �z I� �o We�°m�w4 m oW��W o m �, t34 Q�� ' omc� ��ccs4 m- Nw �QQ 44Zt U©� wL' m"Cl�re.,°w �''� Q� 4.W�p mac' i'" - W vy I,,W �4 �Q �o��U °'y QQ w`�gk•'�zoQ v� o�O c��Q m IC4 Uo w Ch W cz '�•�."(� v Qc3 �'°� �W ZQUW �4 m OC ... §4 m U m� awn. Q gzpc -cpt`'�gwzi �4j�.�°`4�-Qwoq W m41m��✓3 N a CS ��wChv- tQQ"K o mq W m�4q mi•.4 �4U ..o a�� wZ�oZ`�°w t QW �aa�.QmQ� .°omwk°°,o 4�mQ0�"wo o°o +��o�o�wW� wo�q z�w4�'°W 4 v`' X, "d- �� ca:. Wvo Z; o�� mq �.� �`w� Zm �wmm�4 a y�9 o mo � o� ��, � Qw� 4Q -04- �k,° wn ,,,hm4Z w4o�a4Zwo� W ��Ws4�Z .�WQ ., >:4 Z W q Who �° m��.w , 4UW 4. Q 4q �wmm4 eQ ��z�ov,m s , vmwwn, W ° �U Wow°,Q,� �'44C, c5w4mWW��v °� vo�Qm�o��pi W .,off °"QQ�mm9ii oq`' z zgW4 �� ` �Q 4U��4 0 s. HW �wc,rz1:4 qw '�4 4Ch4U3n, ,Z4 °q, �4q`.� ��Z( 44 a,t�j m0. 'aCm q t o fi�w W IZ QW w � wC�JC°Jq��`'�t� �v, Z:t yw Oh,o "�v4 c�W 1 q4� 04 Q 4ch�o. 4w n,l� 1; � 4,�� v, zmm��, : o �F- WW Q� z� ww4W w4a°,oW o°o'� j°oW �4,° �;wa�4 �K Qq 4, q�n.mn.wQn.ch Qo v, �JUca 4 ��U c� 4r �oQrn4z4Q k �: N M 'vf uj (d N W W CY i— V! z Q V l %Z #- Uj 1`o o 0 a r— ..) O-) { f`' }�•Q �V. /�, /yam c 4zyzUz oLZ w ° �. '`owo° qZ�'� �mz moo J �kQa w v�w�Wy�;3v`' �Wm� Ws Q5��W v�� °cm,`'z�mW�4 x��vzW� z ° °'oow kQ WW :.: W� o��qv(nC�i c�4�o ��o� ��qZm° j �! q y�� U2Q�UyW W Q as qza w m.,�.� w., m m w©w Isom oo -)-I 4�. q off' �a,�m ! m.�m© w ( w � q° ��4�. mQ 4,m Q U zm�oQ Wm,�,m 4 w� W 4 Q�� k� °Ow„ � dQ °4z�Q)z4��n. m4 c�Wo wv ��'QWQo W owts;oo we��°yawamw oc� z pp4. W�Q �v3 �C q4�U� m�kQ Cawm 04 �ZZ Wl VQ�,O �m vm44� m om ° ?a.Z c� v,'v Qo4o� W4W"� ° w4 q4q c9° o tLe ®(y4Q �q��`p'Q © Q~Q jz; �Z '�'}W �Z�4gt4rym Wm q� o q �Qz� m :W �~� . ow y�z�w�w �q Quo �oQwQc4 �O4mz�m �.,, m�c� vZ ZZq w>UU oa 4 q2 4gWWw U'n�(ij dC W- -j W Cho m 4 m WX �4 >c 4 C 'aCQ m�m0. �20 ,� `Ct��Z �0. a �tW� Wvj�n•(,y^ ZQ? p w,!NE� o 4 tr�mWac W .,� 1~W 4�'`U4, ChQ 4,wf..4w ma a� q �. zw m �w vm �, �o y oU�, m ��m'(° °�,W-no o�� °q�ow.. w� oW z��mzgw �Q N. q o4 U�,-� U m U a ,� °a am °-wzma��4 w� `�� ms a� a4,: wwzzmZ ww� �4°,go°�io�wo �a oQa4�.a°c°CmGZ W(1.,. QQ4�4W ChW �C 4m'i CL �L4v3 Q�Z,,14 Qn.�3cn ad � 4 V� 0 � A :n I ___1 F" (h V W z �- - r, [ I.r Q < W w < > `� z V) 10 U,LIJ i) n- 5; p_ Ljj W ��2 W CL3:J W Lli � W Fes- F �_ LL1 LLJ Z � � O I- - C) I 0 a I-: m w:e ui �� 'SC Z �W VO �� (�`�^w�z vJ m 1 110 2 ! W �5 cF2acJp w wW O'�� ZO F- i • .,,I (4 %- �CLZ ��N) ©�ti.ti�wmZ z��1' wWQ�Q��w �ti, cCO.�..ti QZgI� W20 ,, Z © Z n0 OW ,-°CE, I %- ucjZtQ 1 pQ j O Z zZ,t Wiz`' l.j WOWUW�+. WQ W„r OD �tUUO�U W IZ U i 0 CL w W cs z z Z W 0 0 J -i w H Z c w - � U to Q z = v_ w V O w z O w p \ a N � Sao X>.N00 -Q�dLO 00 0 F-I�� CL U WZr '� 0 h� d o C? � d 0 Z _t 0 Z<Iw- to to 4 Z tV O N O >-- m F- x 0 Y �! C C.L a ct 4 w C-) a LIJ F-- d Q Q 0 ;/ O �' � <iC 0 31va *ON MINIM 31va :N33NIJN3 S110S Q of 0 WO 98fsP 30° ZINnX 1000.E 1N3VUd d3G 1N3WdO`l3A3® AiINnv 400 NVS VNV Ao Vi z pC qE'"� W � 050Z '83NMO moss indNI NOdn a3Sv8 MOM 311S a313)aOW 50/*Z/O ` N °N3aavd3W NO kYM3AIua Aa1N3 a3N3aIM `NOI1vA333 sOoij a3HS1NIJ M3N NOdn a3Sv8 ONMYSS 311S a3131aori so/so/£O z -*a3AOHddv Siva N 0 Il `dn 0 N I `dl �/—{ p v z V M d � 3 V13 r N ! V� {� . J N I G V � O � S I,,..1 � ��i d ' �i I £ 008S—Ltr5 (b6L� �31 ` 50LZ6 O KNd b1NVS 31S 310?JIO N30100 'N 09Z S1N3W153RN1 IvlldV0 C131d0110SN00 :83®IAiaenS /83dOT A3® :ON 80P � 9 i a 13M. I z x 12Ow.! L �W p -.� �• n C- V7 �- Q !,7 Q Z Q cv v� o w ¢ �c w co cn w Z £w-5 iQ c3 ul 0 0�' �� ' wo oc o� cs� "? z �� c�0 zc',3 c, a Z ce �= o ' o n cr c`, a s vi �_ 'z m ol CL N a cr sc �c Z w o a c� m o � n ac a N 4w l�u �'a p r, Q �� Z Q' c%sQp q�'�� `� p Z w�� Q� 4� Q a wc) ca •� U Ov ci w W 4 j z = a n. o �. k a w `� q= a. �c L �, — �. o cs v s ca qc c, x �- v w v, a® n w n a'� �� :=' o a � coa of u � n m � � : ; �-- a 25 a. o •' Q o .�'.. CJ Qom.: m = > �r j sr wp r.. 1 ;!- t a � t�i> p j �i cr m .- Q c� tZ t,� Gw��k cep w Q+� m U o m c5 n. Q m a c7 � c.D �! a cr d m Z o Zo ►-) n. � v, ._, Z Z o � �, c� � ,Z w � c� � ._, C° w ci Z n�cz, o arc o n oQ o w <c n Z c, ,c, c, o® no n¢ L, c� c.� ca cn ca ca c� cn Z U c� I� ck cn v Z a- w •..,, w p n t� G1, ca cn N 00 1 -3.7a1 ram �r ,a.