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HomeMy WebLinkAbout10150252.pdfNE IR-0112 CA 40 Tu a A ABBREVIATIONS SYMBOLS LEGEND AC. ACOUSTIC JAN. 1.1 TOR ADD. ADDENDUM JT. J T ADD'N. ADDITION J5T. J T A.F.F. ABOVE FIN15H FLOOR KEG KI QUIP. Co. A66. A66RE6ATE K.P. KI PLATE A/C AIR CONPITIONIN6 M.5. M INE BOLT A 411illille ALT. ALUMINUM M.C. ME ANICAL A5.0 AL. ALTERNATE CIO ISTOR A.B. ANCHOR BOLT M.C.B. ME CORNER ARCH. ARCHITECT 5E ASP. ASPHALT M.O. MA RY @ AT OPE 6 $ AND MAT'L.. MA IAL 55MT. BASEMENT MFR. MAN I CTURER 5M. BEAM MAX. MAXI M B.M. BENCHMARK MECH. MEC ICAL 5LK6. BLOCKING MET. MET 5P. BOARD M.L. MET ATH 5OTT. 50TTOM MTR METE 5LD6. BUILDING MIN. MINIM B.N. BOUNDARY NAILING MLD6. MOLDI CAB'T. CABINET MULL. MUILLI CAST IN PLACE N/A NOT A G.B. CATCH BA51N N.6. NATU CL6. CEILING NOM. NOMINAL Cr-M. CEMENT N.I.C. NOT IN cL. CENTER LINE CONTRACT CER. CERAMIC, N.T.5. NOT TO SCALE C.T. CERAMIC TILE No. NUMBER CHAN. CHANNEL 055. 055CURE oLR. CLEAR O.C. ON CENTER C.O. CLEAN OUT OFN6. OPENING OLO5. CLOSET O.A. OVERALL COL. COLUMN O.D. OUTSIDE GONG. CONCRETE DIAMETER OONP. CONDITION O.F.5. OVERFLOW CONN. CONNECTION SCUPPER CON15T. CONSTRUCTION O.F.D. OVERFLOW G.J. CONTROL JO I NT DRAIN CONT. CONTINUOUS O.F.6.1. OWNER CONTR. CONTRACTOR FURNISHED COR'6. CORRUGATED GENERAL C,TR. COUNTER CONTRACTOR 0T5K. COUNTERSUNK INSTALLED C.M.U. CONCRETE PTD. PAINTED MASONRY UNIT P&. PAGE D.P. DAMP PROOFING FR. FAIR P5. DECIBEL PNL. PANEL D.F. DOUI57LA5 FIR PTN. PARTITION D.F.L. VOU6LA5 FIR LARCH cl PENNY D I A6. DIAGONAL PL PLATE I.�)IA. DIAMETER FL56. PLUM51N6 DIM. DIMENSION PLY00. PLYWOOD DISP. DISPENSER PT. POINT Dl,,,L. DOWEL P.O.C. POINT OF DN. DOWN CONNECTION D.S. DOWNSPOUT F.T.D.F. PRESSURE DV46. DRAWING TREATED EA. EACH V0U6LA5 FIR E.C. ELECTRICAL P.5.1. POUNDS PER CONTRACTOR 5OUARE INCH P.5.F. POUNDS PER E.W.G. ELECTRIC WATER 5OUARE FOOT COOLER P.C. PLUMBING ELEV. ELEVATION CONTRACTOR E.N. ED6E NAILING P.L. PROPERTY LINE r-0. EOUAL R.A. RETURN AIR EOUIP. EOUIPMENT RAD. RADIUS r_XH. EXHAUST RE6. RE615TER EXPAN. EXPAN. REOD, REOUIRED E.J. EXPANSION JOINT REV. REVISION EXIST. EX15TIN6 REC. RECOMMENDATION EXT. EXTERIOR R.D. ROOF DRAIN FT. FEET RF6. ROOFING FIN. FINISH RM. ROOM F.N. FACE NAILING R6H. ROUGH FIXT. FIXTURE RND. ROUND FL5H'65 FLASHING S.A. SUPPLY AIR FLR. FLOOR 5CR. 50REN F.D. FLOOR DRAIN SECT. SECTION FLUOR. FLUORESCENT 5EL. SELECT FT6. FOOTIN6 5HT. SHEET FND. FOUNDATION 5r,>6. ELIDING FR. FRAME SIM. 51MILAR F.H.C. FIRE H05E CABINET 5LD6. 5LIDINS F.5.E.0. FOOD SERVICE SM. SMOOTH EOUIPMENT 5FT=C. SPECIFICATION CONTRACTOR SPL. SPLASH &A. GAUGE 50. 5OUARE 6 . 1. GALVANIZED IRON STD. STANDARD &L. GLASS ST. 5TL. STAINLESS STEEL 6r,>. 6RAr:>E 5/5 5TAINLE55 STEEL &RL. GRILLE 5TRU0. STRUCTURE rvRD. GROUND 5USP. SUSPENDED GYP. 6YF5UM 5V4.5p. 5AITCH50ARD 6.5. GYPSUM BOARD T$5 TOP I$ 50TTOM G.C. GENERAL TELCO TELEPHONE CONTRACTOR COMPANY H.R. HAND RAIL T.C. TEMPERED 6LA55 Hr,>NR. HARDENER T.O.C. TOP OF CURB HPIAI. HARDWARE T.O.P. TOP OF PARAPET HDWV. HARDWOOD T.5.12. TOP OF STEEL DECK HTR. HEATER TYR TYPICAL HT. HE16HT U.O.N. UNLESS OTHERWISE H.P. HIGH POINT NOTED H.M. HOLLOW METAL U.T.R UP THROUGH ROOF HORIZ. HORIZONTAL V. VENT H.5. Host: E3155 VERT. VERTICAL H.A. HOT WATER V.6. VERTICAL 6RAIN IN. INCH VEST. VESTIBULE l.D. INSIDE DIAMETER V.C.T. VINYL COMPOSITION IN5UL. INSULATION TILE INT. INTERIOR W.W.M. WELDED WIRE INV. INVERT MESH LAM. LAMINATED W.G. WATER CLOSET LD6. LANDING W.H. WATER HEATER LAV. LAVATORY W.F. YSII1:>E FLANGE L6. LENGTH YV WITH L.O.R. LANDLORD OF W/O WITHOUT RECORD 10A0. V400D LT. LITE yvyi. I/4INr,>OY4 L.N.C. LIGHT YNIE16HT W.R. WATER CONCRETE RESISTANT LVR. LOUVER W.P. WATER PROOF P19 ou ROJECT CONTACTS NANT LAURIE HAMPTON 1042 S. 5UNSTREAM LANE ANAHEIM, CALIFORNIA c12508 PH: 114) 542-5474 FAX: (114) 855-01026 PH: (714) 555-5225 HEFT NUMBER FAX: ('714) 545-2147 CONTACT: PAN MILLER NUMBER CONFEREW2 ---ROOM NAME ROOM 1.205 1 R OM NUMBER ---DOOR REFERENCE -CEILIN6 HE16HT REFERENCE ----KEY NOTE REFERENCE UY7 o es or A 11 ?,10v r of am Py BUILDING CODES BUILDING 2001 CALIFORNIA 5UILr,>IN6 CODE (TITLE 24, PART 2, VOL. 1) 5A5f=r,> ON THE 1,1cI1 UNIFORM BUILDING COVE PLUMBING CODE 2001 CALIFORNIA PLUM51N6 CODE (TITLE 24, PART 5) MECHANICAL CODE 2001 CALIFORNIA MECHANICAL CODE (TITLE 24, PART 5) BASED ON THE 2000 UNIFORM MECHANICAL CODE ELECTRICAL COVE 2001 NATIONAL ELECTRICAL CODE (TITLE 24, PART 5) BASED ON THE lctqdl NATIONAL ELECTRIC CODE FIRE SAFETY 2001 CALIFORNIA FIRE COVE (TITLE 24, PART cl) ENER&Y, 2001 CALIFORNIA ENERGY COVE (TITLE 24, PART 6) BUILDING DEPARTMENT CITY OF SANTA ANA PLANNING 4 BUILDING A61=NCY 5UILDIN6 SAFETY r,>I\/1510N 20 CIVIC CENTER PLAZA SANTA ANA, CALIFORNIA -q2702 PH: ('714) 64*7-5500 PLANNING DEPARTMENT 017Y OF SANTA ANA PLANNING AND 5UILDIN6 A6ENCY 20 CIVIO CENTER PLAZA SANTA ANA, CALIFORNIA q2702 PROJECT CONSULTANTS ARCHITECT JAMES 6ARTNER AND ASSOCIATES, ARCHITECTS INC. PROJECT COORDINATOR / ARCHITECT 2054 N. 5ROADNAY SANTA ANA, CALIF. c12106 PH: (714) 560-cI210 FAX: (114) 560-41212 CONTACT. JOR&E PENA AIA Ili PROJECT SITE �7,,ROJECT DATA 0.r_C,T SCOPE EXISTING LIVING AREA EXISTING GARAGE AREA AZ)VITION5 AND RENOVATIONS 5IN6LE-FAMILY RESIDENCE q02 YT=5T RIVIERA 1,-)Rl\/E SANTA ANA, CALIFORNIA 412706 PROPOSED ADDITION LIVING AREA PROPOSED ADDITION GARAGE AREA TOTAL LIVING AREA TOTAL 6ARAISE AREA 001-225-05 1, C12050. FT. 376 �7 50. FT. 1 770 50. FT.of z 1, 151 50. FT. �, " 2, 755 50. FT. 440 50. FT. SANTA ANA POLICE DEPARTMENT SECURITY REQUIREMENTS 8 *Jq 1. EXTERIOR 5NINI57IN6 POOR5 MUST SOLID CORE, 1-5/4" THICK OR WITH PANELS THICK (5-210, A) 2. DOORS LEADING FROM 6ARA617- INTO A DV4ELLIN6 UNIT MUST BE SOLID CORE 1-518" THICK (8-210,5) 3, SPECIFY ABOVE DOOR5 BE EOUIFPED WITH DEAZWLT LOOKS APPROVED BY THE POLICE DEPARTMENT (5-210, 0). SPECIFY MAKE AND MODEL (TITAN750 OR EQUAL) 4.5FECIFY FLUSH BOLTS WITH 5/8" EMBEDMENT INTO HEAD AND THRESHOLD ON INACTIVE DOOR OR EXTERIOR DOUBLE DOORS. (8-120, E) 5. 6LAZIN6 IN EXTERIOR DOORS WITHIN 40" OF LATCH MUST BE TEMPERED OR WITH 5UR6LARY RESISTANT. (e5-210, F) (o. HINGES FOR OUTSkNIN16IN6 DOORS MUST HAVE NON -REMOVABLE PINS, (5-120,6) 1. 5TRIKEPLATE5 MUST BE 5-1/2" LON6, SECURED TO THE JAM5 WITH 50REVq5 2-1/2" IN LENGTH. (5-210, H) 5. FRONT EXTERIOR DOORS TO BE EQUIPPED WITH 1505vo DOOR VIEWER. (8-120, 1) 41. EACH STRUCTURE MUST HAVE 4" STREET ADDRESS NUMBERS VISIBLE FROM THE STREET. NUMBERS MUST 5F_ COLOR CONTRASTING To THE 5ACK6ROUND. (e)-1:20, KI) IO.N.A. 11. SPECIFY L16HT FIXTURES AT EXTERIOR DOORS WHICH PROVIDE ONE FOOT-CANDLE OF LIGHT AT 6ROUND LEVEL. (8-2 10, L) 12.N.A. 15.N.A. 14.REOUIRED EXTERIOR LIGHT FIXTURES MUST BE VANDAL RESISTANT TYPE. (5-120, N) I5.N0Or,>EN GARAGE DOORS MUST HAVE PANELS 5/16" IN THIOKNE55 (8-210, Al) 16.6ARA6E DOORS (INCLUDIN6 AUTOMATIC) MORE THAN 16' IN Vilr,>TH MUST HAVE TWO LOCKIN6 POINTS (8-208, C) 11. SLIDE BOLT ASSEMBLIES MUST BE ATTACHED TO THE DOOR FRAME WITH NON -REMOVABLE BOLTS. (*-205, V) THE SLIDE BOLT MUST 5E 5/8" IN DIAMETER. 15.NIND01615 AND 5LIDIN6 6LA55 DOORS MUST COMPLY WITH TEST 5TANPAR,V5 OF SEC. e5-212. SPECIFY MAKE AND MODEL. (5-20cl, A) PERMANENT ANTI -LIFT DEVICES MUST BE INSTALLED IN UPPER TRACK OF 5LIPIN6 WINDOWS AND DOORS. la. LOUVERED WINDOWS MAY NOT BE USED WITHIN 12'VERTICALLY OR 6HORIZONTALLY ACCE5515LE SURFACE (N5-1424) 20. N.A. THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED 'HEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONS;NT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT, VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPLOFICATIONS SHALL CONSTITUTE CONCWSTVE EVIDENCE Of ACCEPTANCE OF THESE RESTRICTIONS, Issuance / Revisions No. Date Description 06-50-05 PLAN CHECK SUBMITTAL 0 e )-25-05 5LP6. DEPT. OORRECTIO 5 F"%f Project Name SHEET INDEX ARCHITECTURAL SHEETS flfiAPTOn AO.1 SHEET INDEX / PROJECT DATA / VICINITY MAP PROJECT CONSULTANTS / 5UILDIN6 CODES 5YM5OL5 LEGEND / ABBREVIATIONS PtSIDtn(t AO.2 GENERAL CONSTRUCTION NOTES ENERGY CONSERVATION NOTES fiT A03 TITLE 24 ENERGYCOMPLIANCE FORMS A1.0 51TE PLAN fLopfiL PfipK A2.0 DEMOLITION PLAN A5.0 FLOOR PLAN 902 WtST PIVUr)"fln D P Nt A4.0 REFLECTED OEILIN& PLAN A4.1 LIGHTING LAYOUT PLAN AN finfl, (fiL1rT-`Pn1fi 92706 A5.0 ROOF PLAN Ae>.O EXTERIOR ELEVATIONS Consultants A(b.1 EXTERIOR ELEVATIONS Au Structural Engineer A6.2 EXTERIOR ELEVATIONS s Canfield Consulting Engineers 205 North Main Street A7.0 5UILDIN6 SECTIONS Santa Ana, California 92701 A'T.1 5UILDIN& SECTIONS"ry Ph 714,147*9141 "7, Fox 714.922.1271 AIO.O DOOR AND WINDOW 50HEDULf Contact Jeff Canfield All.0 DETAILS Surveyor STRUCTURAL SHEETS Tait & Associates, Inc. 51.0 GENERAL NOTES 701 North Parkcenter Drive Santa Ana, California 92705 5:2.0 FOUNDATION PLAN Ph 714.560.8200 53.0 ROOF FRAMING PLAN Fax 714.560.8211 54.0 TYP. CONCRETE DETAILSa. C, M, 54.1 CONCRETE DETAILS (7 11 W, J 55.0 TYPICAL WOOD DETAILS _ D 55.1 TYPICAL WOOD DETAILS W a-- 55.2 Y400D DETAILS 3 Architect N� L kX (3,0",)E ........... Y, ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 10 AP, Ph 714.560.9210 1�1 "s Fax 714.560.9212 WWW.JGARTNER.COM A JI-30-05 C -tA Drawing Description TITLE SHHET Project No. Sheet No. 2004 - HAMPTON A01 Date 0(9-50-05 -j- CODES ALL WORK 5HALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES. NOTHING SHOWN IN THESE ORAWIN65 SHALL BE CONSTRUED AS, PMM155ION TO VIOLATE ANY OF THE FOLLOWIN6: A. CALIFORNIA BUILDING, PLUMB., MECH'L AND ELECT. CODES, 2001 EDITION B. CALIFORNIA TITLE 24 ENERGY REGULATIONS C. CALIFORNIA TITLE 24 TYPE V BUILDINGS D. APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL ORDINANCE5 AND STATUES E. REQUIREMENTS OF THE CITY OF SANTA ANA, CALIFORNIA 2. PERMITS A. THE OWNER WILL PAY FOR THE BUILDING PERMIT AND ANY SEVER, WATER, OR OTHER LOCAL JURISDICTIONAL FEES OR ASSESSMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH HI5 5UB-CONTRACTOR6 WITH REGARD TO PERMITS, FEES AND TEMPORARY AS, WELL AS PERMANENT UTILITIE5. THE SUB-CONTRACTOR5 SHALL OBTAIN CITY LICENSES AND SUBMIT SAME TO THE JOB 5UPERINTENDENt BEFORE STARTING WORK. EACH 51,15-CONTRACTOR5HALL PAY FOR ALL FEE-5 AND PERMITS REQUIRED FOR THEIR PORTION OF THE WORK. B. THE PLAN CHECK FEE SHALL BE 5ECURED AND PAID FOR BY THE OWNER ALL OTHER PERMITS SHALL BE TAKEN OUT AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. 3. CONSTRUCTION DOC45ITS A. THE INTENTION OF THESE DOCUMENTS 15 TO INCLUDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND TRANSPORTATION NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK INDICATED ON THE DRAMN65 OR REA50NABLY INFERRM THERE FROM. THE ARCHITECT WILL IN NO WAY BE RESPONSIBLE FOR HOW THE FIELD WORK 15 PERF�, SAFETY IN OR ABOUT THE JOB SITE, METHODS OF PERFORMANCE OR TIMELINESS IN THE PERFORMANCE OF THE WORK. IF DISCREPANCY EXISTS BETWEEN PLANS OF DIFFERENT SCALES, THE LARGER SCALE PLAN SHALL GOVERN. SCALD, THE LARGER SCALE PLAN SHALL GOVERN. NOTIFY ARCHITECT OF SUCH DISCREPANCY BEFORE MOCEEDIN6 WITH THE WORK. B. DIMENSIONS 5HOWN ON PLANS AND DETAILS ARE TO FACE OF STUD (FOS), FACE OF MA50NRY (FOM), FACE OF CONCRETE (FOC), UNLE55 OTiHERN15E NOTED. 4. BIDS A. BIDDERS PRIOR TO 50MITTAL OF BIDS SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITIv THE ARCHITECT'S PLANS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY, OMISSION, CLARIFICATION, OR ANY INFORMATION NECE55AIZY FOR COMPLETION OF THEIR SCOPE OF WORK., B. ALL TRADES SHALL FWNI5H ALL LABOR, EQUIPMENT, MATERIALS AND SERVICES REQUIRED TO PERFORM ALL WORK NECESSARY, INDICATED OR REA50NABLY INFERRED OR REQUIRED BY ANY APPLICABLE CODE TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPERLY FINISHED JOB. C. CONTRACTORS PRIOR TO BIDDING SHALL GUARANTEE THAT ALL OTHER SUBBIDDER5 OR SUBCONTRACTORS SHALL BE 61VEN COMPLETE FULL SETS OF PLANS TO INSURE THAT THEY HAVE INCLUDED ALL ITEMS NECESSARY TO COMPLETE THEIR WORK. ANY ITEM MI55ib BY THESE 5UBCONTRACTOR6 IN THEIR BIDS SHALL BE AB50FZEW BY THE GENERAL CONTRACTOR AT HER/HIS OWN EXPENSE AND IN NO WAY WILL EFFECT ANY ADDITIONAL C05T OVER AND ABOVE THE FINAL BID, D. ALL TRADES SHALL PROVIDE BIDS ACCORDING TO THE PLANS AND SP1 CIFICATION5. ANY ALTERNATE SHALL BE SUBMITTED TO THE OWNER (IN WRITING) FOR APPROVAL PRIOR TO ACCEPTANCE OF BID. 5. CONTRACTOR A. PRIOR TO COMMENCING, THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW ALL DRAWINGS AND 5PECIFICATION5 AND VERIFY CONDITIONS AT THE SITE, ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE AORK. CONTRACTOR SHALL VERIFY WITH THE PROPER UTILITY COMPANY THE LOCATIONS OF ALL EXISTING BELOW GRADE UTILITIES AND THEIR SERVICE CONNECTION PRIOR TO THE COMMENCEMENT OF WORK. B. NO CONTRACTOR, SUBCONTRACTOR, OR 5UB-SUBCONTRACTOR 15 TO START HIS WORK UNTIL HE / SHE HAS FIRST EXAMINED THE EXISTING CONDITIONS. IF FOR ANY REASON A PERFECT JOB 15 IMP05515BLJE, IT SHALL BE IMMEDIATELY REPORTED TO THE PROJECT SUPER-INTENDENT AND ARCHITECT BEFORE PROCEEDING AITH THE JOB. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIE5 AND DIMENSION5, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY FOR COORDINATION OF 415 WORK WITH THAT OF OTHER TRADES AND FOR PERFORMIN6 ALL WORK IN A SAFE AND SATISFACTORY MANNER. D. CONTRACTOR TO VERIFY AND ENSURE AVAILABILITY AND TIMELY DELIVERY OF SPECIFIED OR SUBSTITUTED PRODUCTS PRIOR TQ CONSTRUCTION. HE 5HALL NOTIFY ARCHITECT OF P0551BLE CHANGES TO CONSTRUCTION DOCUMENTS OR ANY CONSTRUCTION DELAY DUE TO NON AVAILABILITY OR LATE DELIVERY OF MATERIALS. ARCHITECT 15 NOT RESPONSIBLE FOR NON AVAILABILITY OR LATE DELIVERY OF PRODUCT'S DURING CONSTRUCTION. E. ANY CONTRACTOR PRIOR TO INSTALLATION OR PROCURDAEN ' OF MATERIAL-5 SHALL NOTIFY ARCHITECT OF PROBLEMS IF ANY. FAILURE TO DO 50 SHALL MEAN THAT ALL NECE55ARY CORRECTIVE MEASURE, DOCUMENTATION, ETC, SHALL BE DONE BY THAT CONTRACTOR AT 14I5 OWN EXPENSE AND TIME. F. THE CONTRACTOR SHALL BE R'E5PON51BLE FOR THE ACCURACY OF THE BUILDING LIMES AND LEVEL57HE CONTRACTOR SHALL COMPARE CAREFULLY THE UNE5 AND LEVELS SHOWN ON THE DRAWING$ AITH EXISTING LEVELS FOR THE CONSTRUCTION OF THE WORK AND SHALL CALL THE ARCHITECT'S ATTENTION TO ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. 6. PROVIDE ALL NECESSARY BACKING AND FRAMING FOR ALL YdALL. MOUNTED ITEMS, L16HT FIXTURE-5 AND ALL OTHER ITEMS REQUIRED SAME. 6. LIABHLITIES A. THE DESIGN PROFESSIONAL OF) 50ALL CONSULT WITH THE CLIENT REGARDING THE PROBABLE SERVICES REQUIRED TO COMPLY WITH AMERICAN DISABILITIES ACT (ADA). THE DP 15 NOT AN ATTORNEY NOR 5,40ULD THE DPS RENDERING AN OPINION OF PROBABLE SERVICES REQUIRD-tNTS BE CONSIDERED EQUIVALENT TO A LEGAL INTERPRETATION OF ADA. THE DIPS OPINION WILL BE BASED 50LELY ON HI5 OR HER OWN EXPERIENCE AND KNOWLEDGE. TH15 REQUIRES THE DP TO MAKE A CERTAIN NUMBER OF ASSUMPTIONS AS, TO THE TYPES OF DISABILITIES COVERED BY ADA, THE DEGREE OF ACCESS THAT 15 'READILY ACHIEVABLE' AND WHAT CONSTITUTE$ "READILY ACCE5515L.E AND USABLE". GIVEN THE A55UMPTION5 WHICH MUST BE MADE, THE DP CANNOT AND DOES NOT6UARENTEE THE ACCURACY OF HIS OR HER OPINION AS TO FULL COMPLIANCE AND IN RECOGNITION OF THAT FACT, THE CLIENT WAIVES ANY CLAIM AGAINST THE DP RELATIVE TO THE ADEQUACY OF THE OPINION TO FULLY COMPLY WITH ADA REQUIREMENTS. 13 B. THE ARCHITECT WHO 516NS THESE PLANS, SPECIFICATIONS AND INSTRUMENTS OF SERVICE 94ALL NOT BE HELD RESPONSIBLE `OR DAMAGES RESULTING FROM CHANGES OR USES NOT AUTHORIZED OR APPROVED BY THE ARCHITECT. THE 516NIN& OF THESE DOCUMENTS WILL NOT IMPOSE A LEGAL DUTY OR RESPON51BIL11Y TO OBSERVE THE CONSTRUCTION OF THE FIXED WORK5 SUBJECT TO THESE DOCUMENTS. C. ALL BRACING NECESSARY FOR CONSTRUCTION PURPOSES BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. D. THE DESIGN ADEQUACY AND SAFETY OF THE ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, M. SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPON151BLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALL5, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. 055ERVATION V15ITS TO THE 51TE BY THE ARCHITECT SHALL NOT INCLUDE; INSPECTION OF THE ABOVE ITEMS. ?. INTENTION: THE INTENTION OF THE DOCUMENTS 15 TO INCLUDE ALL LABOR, MATERIALS / EQUIPMENT AND TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION Or - THE WORK. 8. 51�5TI'itlT'ION: NO SMSTITUTTON SHALL BE MADE WITHOUT THE OWNER'S APPROVAL. THE OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK, THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. 10. SCOT .- ALL TRADES SHALL R RNI5H ALL LABOR, EQUIPMENT, MATERIALS AND PERFORM ALL WORK NECESSARY, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION, TO COMPLETE THEIR 500M OF WORK FOR COMPLETE AND PROPERLY FINISHED JOB. 11. OJMNS AND PATCHHIN6 ALL TRADES 5HALL DO THEIR OWN CUTTING, FITTING, PATCHING, ETC, TO MAKE THE SEVERAL PARTS COME T06ETHER PROPERLY AND FIT IT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER TRADES. 12. CLEANING THE CONTRACTOR SHALL CLEAN-UP, REMOVE AND DISPOSE IN A LEGAL MANNER ALL DEBRIS AND WASTE ATTRIBUTED TO THE JOB. 15. INSULATION A. ROOF INSULATION SHALL BE RATED FIBERGLA55 5ATT5 BETWEEN BOTTOM CHHORD5 OF TRUSSES, OR BETWEEN ROOF JOISTS PER TITLE 24 REQUIREMENT5. B. RATED FIBERGLASS INSULATION SHALL LIKEWISE BE PROVIDED AT THE EXTERIOR STUD WALLS BETWEEN 57UD5 PER TITLE 24 REQUIREMENTS. C. REFER TO ENERGY CONSERVATION NOTES AND MANDATORY MEASURES FOR ADDITIONAL INSULATION NOTES AND REQUIREMENTS,. I. THE TERM 'CONTRACTOR' AS USED HERE IN AND ON THE DRAWINGS SHALL AL50 BE APPLICABLE TO EACH 5U5- CONTRACTOR AS, REQUIREMENT5 PERTAIN TO HIS TRADE. 2. THE CONTRACTOR 514ALL VERIFY ALL DIMENSIONS TO FLOOR PLANS AND ELEVATIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY, IN WRITING, OF ALL AND ANY DI5CREPANCIES, OMMI5510N5 OR CONFLICTS BETYHiEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWIN65 AND / OR SPECIFICATIONS AND SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDIN6 WITH ANY WORK INVOLVED. 5. THE CONTRACTOR 514AL. VERIFY ALL DIMENSIONS TO SITE PLAN AND 51TE CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OINNER IMMEDIATELY, IN WRITING, OF ALL AND ANY DISCREPANCIES, OMM1551OWo OR CONFLICTS BETYCEN THE VARIOUS ELEMENTS OF THE WORKING DRAWIN65 AND / OR SPECIFICATIONS AND SHALL BE BRO16HT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDIN6 WITH ANY WORK INVOLVED. 4. ALL WRITTEN DIMENSION5 SHALL HAVE PREFERENCE OVER 5CALED DIMENSIONS. 5. ALL WRITTEN DIMENSIONS SHALL HAVE PREFERENCE OVER 50ALES SHOWN ON ALL PLANS, DRMIN65 AND DETAILS. 6. ALL WALL DIMENSIONS ARE FACE OF STUD (FA5J OR FACE OF MA50MY (F.O.M) UNLESS OTHERWISE NOTED ON PLANS AS CENTER OF STUD OR WALL. 'T. NOTES AND DETAILS ON THE DRAWING, SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE 51401141, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT, 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT THEY ARE 5HOWN ON THE DRAWINGS,, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ANY AND ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY THEIR OPERATIONS IN PERFORMANCE OF THE WORK. q. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO LOCATE AND PROTECT ANY UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR OTHER UTILITIES PRIOR TO DEMOLITION EXCAVATION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY WATER, POWER, AND TOILET FACILITIE5 AS, REQUIRED. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND AVAILABLITY OF ALL OFF -SITE UTILITIES AND UTILITY LINES. 12. AREAS DESIGNATED FOR OFF-5TRIET PARKING AND LOADING, REQUIRED ACCESS DRIVE5 AND MANEUVERING AREAS 514ALL NOT BE USED FOR THE OUTDOOR STORAGE OF MATERIALS. 15. ALL WORKMANSHIP AND MATERIALS 514ALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE (CBC) OR LOCAL CODE AS, ADOPTED AND AMENDED BY LOCAL GOVERNING AUTHORITIE5. 14. TH15 STRUCTURE 15 DESIGNED AS, A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE! TEMPORARY BRACING AS, REQUIRED TO A55URE THE VERTICAL AND LATERAL 5TA13ILV OF THE ENTIRE STRUCTURE OF PORTION THEREOF DURING CONSTRUCTION. la. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, 5EQUENCE5 OR PROCEDURES, OR FOR THE SAFETY PRECAUTION5 AND PROGRAMS IN CONNECTION WITH THE WORK. 16. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE SAFETY MEA5URIE5 OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDIN6 5HORIN6 AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. IT 15 THE INTENT OF THESE CONSTRUCTION DOCUMENT 5 TO INCORPORATE THE SAFETY STANDARDS OF THE STATE OF CALIFORNIA DIVISION OF INDUSTIAL SAFETY. 11. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK SUCH DETAILS SHALL BE THE SAME AS, FOR THE 51MILIAR WORK SHOWN ON THE DRAWIN65 AND / OR SHALL CONFORM TO ACCEPTED STANDARDS OF PRACTICE. 18. DETAILS ARE INTENDED TO 51-IOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF THE WORK. Iq. THE CONTRACTOR SHALL BE RE5PON515LE FOR REPLACEMENT OR REPAIR, AITHOUT DAMAGE, FOR ANY DAMAGE CAUSED BY HIM OR H15 SUB -CONTRACTOR. -j- 20. ALL 6LA55 AND GLAZING 514ALL COMPLY WITH STATE AND LOCAL CODES THE U.S. CONSUMER PRODUCTS SAFETY COMMISSION, SAFETY STANDARDS FOR ARCHITECTURAL 6LAZIN(5 MATERIALS. 21. ALL INTERIOR WALLS AND PARTITIONS SHALL BE M16NED AND CONSTRUCTED TO RESIST ALL LOADS TO WHICH THEY ARE SUBJECTED TO, BUT NOT LE55 THAN A FORCE OF FIVE $) POUNDS PER 5QUARE FOOT APPLIED PERPEND12LAR TO THE WALL5. 22. CONTRACTOR 514ALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS, TOILET ROOM ACCESSORIES, PARTITION5 AND FOR ALL Y`IAIJ.-MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT, 25. WHEN SHOP DRAWIN65 ARE REQUIRED, ALL DIMENSIONS, ARE TO BE VERIFIED AT THE JOB 51TE PRIOR TO FABRICATION OF 24. VERIFY LOCATION AND 517E OF ALL OPENINIG5 WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE, 25. VERIFY IN5ERT5 AND EMBEDDED ITEMS WITH ALL DRAWIN6S AND MANUFACTURED ITEMS Y*EFE APPLICABLE. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE TO OTHER WORK RESULTING THERFROM, WITHOUT COST TO OWNER, WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER TH15 CONTRACT. EXCEPTION: THE ROOFING SUB -CONTRACTOR SHALL SUBMIT A MAINTENANCE AGREEMENT, CO-516NED BY THE CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO YEARS. 27T. THE CONTRACTOR SHALL SUBMIT COPIE5 OF MANUFACTURERS CATALOG SHEETS, BROCHERES, SHEETS OF COLOR SAMPLES, INSTALLATION INSTRUCTIONS, ETC. ON MANUFACTURED PRODUCTS, USED OR INSTALLED IN THE PROJECT FOR OWNER'S ACCEPTANCE BEFORE PURCHASE OF DELIVERY TO THE SITE. NON-COMPLIANCE MAY RESULT IN REJECTION AND NON -ACCEPTANCE. 28. MATERIALS AND PRODUCTS MU5T BE DELIVERED TO THE 5LD6.51TE IN ORIGINAL PACKAGES. MATERIALS AND PRODUCTS SHALL BE STORED OFF THE GROUND ON WOOD BLOCKING IN AN UPRIGHT POSITION, PROTECTED FROM THE ELEMENTS, IN A MANNER TO PREVENT DAMAGE OR MARRING OF FINISH. 2q. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THEE 2001 CALIFORNIA BUILDING CODE (CBC), AND ANY OTHER REGULATING AGENCIES HAVING AUTHORITY OVER ANY PORTION OF THE WORK, INCLLVIN67 THI05E CODES AND STANDARD5 L15TED IN THESE NOTES AND SPECIFICATIONS. 50. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OR FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DM16N WHICH FAILS TO BE CLEAR OR 15 AMBIGUOUS MAST BE REFERRED TO THE ARCHITECT OR HIS ENGINEER FOR INTERPRETATION OR CLARIFICATIONS. 31. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT HIS PORTION OF THE WORK BEFORE, DURING, AND AFTER INSTALLATION, AND TO PROTECT THE INSTALLED WORK AND MATERIALS OF OTHER TRADES. IN THE EVENT OF DAMAGE, THE CONTRACTOR SHALL MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ARCHITECT AND AT NO ADDITIONAL COST TO THEz„ ]NER. 32. WORKMAN5HIP SHALL CONFORM TO THE BEST 5TANDARD5 AND ACCEPTED PRACTICES OF THE TRADES INVOLVED, AND 5HALL INCLUDE ALL ITEMS OF FABRICATION, CONSTRUCTION AND INSTALLATION REGULARLY FURNISHED OR REQUIRED FOR COMPLETION, INCLUDING ANY FINISH REQUIRED FOR SUCCESSFUL OPERATION AS INTENDED. WORK SHALL BE EXECUTED BY MECHANICS SKILLED IN THEIR RESPECTIVE LINES OF WORK. 35. THE ARCHITECT DOES NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE, AND NO PROV1510N5 OF THE CONTRACT DOCUMENTS SHALL RELIEVE THE CONTRACTOR FROM ANY LIABILITY DUE TO NEGLIGENCE, INCOMPETENCE, OR ERRORS OF OMISSIONS OR COMMISSIONS OF THE CONTRACTOR. 34. THE GENERAL CONTRACTOR AS WELL AS MECHANICAL, PLUMING AND ELECTRICAL CONTRACTORS MUST VERIFY ALL EQUIPMENT REQUIREMENT5 WITH THE EQUIPMENT SUPPLIER BEFORE ANY WORK 15 DONE. 35. LOCATION OF ALL MECHANICAL ROOF OPENINI65 SHALL BE DETERMINED AND VERIFIED BY THE MECHANICAL CONTRACTOR. EXI5TIN& 13UILDINCY AND STRUCTURES 1. WREN A RENOVATION, STRUCTURAL. REPAIR, ALTERATION, OR ADDITION TO AN EXISTING BUILDING OCCURS, COMPLIANCE INCLUDES THE FOLLOWING: A. THE AREA OF RENOVATION, STRUCTURAL REPAIR, ALTERATION, OR ADDITION MUST FULLY COMPLY. B. A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY AND THE PRIMARY PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION, STRUCTURAL REPAIR, OR ADDITION MUST FULLY COMPLY. C. SANITARY FACILITIES, AND, WHEN PROVIDED, DRINKING FOUNTAINS AND PUBLIC TELEPHONES, SERVING THE AREA OF RENOVATION, STRUCTURAL REPAIR, ALTERATION, OR ADDITION MUST FULLY COMPLY. 2. BUILDINGS THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC SANITARY FACILITIES AND / OR ELEVATIONS FOR PUBLIC USE THAT CONFORM TO TITLE 24 SHALL HAVE THIS INFORMATION POSTED IN THE BUILDING LOBBY, PREFERABLY AS PART OF THE BUILDING DIRECTORY. 3" hELDIN & TO THE BASE BUILDING 15 NOT PERMITTED. 91*$ RY OF MORK/RSPIW215ILMEWC00RDINATION I. 11415 PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF THE CALIFORNIA BUILDING CODE (CBC) AND CITY AND COUNTY LAWS AND ORDINANCES. 2. CONSTRUCTION SHALL CONFORM WITH ALL APPLICABLE BUILDING CODES AND ALL OTHER APPLICABLE ORDINANCES, REWLATOIN5, DRAWINGS, AND GENERAL NOTES CONTAINED HEREIN. GENERAL CONTRACTOR 15 RESPON515LE FOR READING THE TENANT CRITERIA BOOK PRIOR TO BEGINNING THE PROJECT. THE BOOK INCLUDES INFORMATION AND DETAIL5 CRITICAL TO THEM INCLUDES INFORMATION AND DETAILS CRITICAL TO THE JOB. 3. THE DRAWIN95 ARE NOT INTENDED TO 5HOW METHOD AND MANNER OF ACCOMPLI5HMENT WORK. THE INTENTION OF THE5E DOCUMENTS 15 ONLY TO 5HIOA MATERIALS, EQUIPMENT, AND THEIR FINISHED CONDITION FOR THE PROPER COMPLETION OF THE WORK. MINOR NODIFICATOINS MAY BE REQUIRED TO SUIT THE JOB DIMENSION5 OR CONDITIONS AND 5HALL BE INCLUDED AS, PART OF THE WORK. 4. THESE CONTRACT DOCUMENTS ARE INTENDED TO BE COMPLEMENTARY. WORK REQUIRED TO BE DONE BY ONE DOCUMENT AND NOT BY OTHERS SHALL BE DONE AS IF REQUIRED BY ALL. 5. WHERE NO SPECIFIC DETAIL 15 5HIOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR 51MILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTOIN OF TH15 PROJECT. 6. IN NO CASE SHAH. WORKING DIMENSIONS BE SCALED FROM PLANS, 5ECTION5, OR DETAILS ON DRAWINC65. 1. WORK NOT INCLUDED IN CONTRACT: ITEMS DESIGNATED AS 'FUTURE', OR BY OWNER' SHALL BE EXCLUDED FROM TH15 CONTRACT. ALL OTHER DOCUMENTS AND MATERIALS REQUIRED BY THIE5E CONTRACT DOCUMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. D. THE ARC 41TIECT SHALL NOT BE RESPONSIBLE FOR JOB SITE CONDITIONS OR COMPLIANCE WITH SAFETY REGULATIONS GOVERNING WORK PERFORMED ON THIS PROJECT. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON, OR RELATED TO THESE PLANS, 514ALL CONDUCT THEIR OPERATIONS 50 THAT THE PUBLIC 15 PROTECTED - AND SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF LABOR, AND WITH ANY AND ALL OTHER APPLICABLE STATE AND / OR LOCAL 5AFETY REGULATION5. THE CONTRACTOR TO A55U SOLE AND COMPLETE RESPONSIBILITY CONDITIONS DURING THE COURSE OF C _ .OF TH15 PROJECT AND THAT THIS REQUI INDEMNIFY, AND HOLD HARMLESS THE AND ARCHITECT FROM ANY AND ALL LIABILITY, , IN CONNECTION WITH PERFORMANCE OF ON GT. dL IT SHALL BE THE CONTRACTORS RESPONSI LITY T ALL DIMENSIONS AND CONDITIONS AT THE SITE AND CROSS CHECK DIMEN51ONS AND DETAILS SHOWN ON THE ARCHI�CTURAL DRAWINGS WITH RELATED REQUIREMENT5 ON THE MECHANICAL, PLUMBING, ELECTRICAL d STRUCTURAL REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION. THE CONTRACTOR 50ALL NOTIFY THE ARCHITECT OF ANY AND ALL D15CREPANCIE5. CONTRACTOR 15 ALSO RE51PON51BLE TO VERIFY WITH MALL MANAGEMENT THE EXACT LOCATION OF THE LEASE LINE AND OTHER EXI5TIN6 REQUIREMENTS NOT NOTED ON THESE PLANS. 10. ALL OM1551OWo AND I ALL CASES WHERE A CONFLICT MAY OCCUR, SUCH AS BETYCEN ITEM5 COVERED IN THE GENERAL NOTES AND NOTES ON THE DRAWIN65, OR BETWEEN NOTES ON DRAWING, AND SPECIFIC DETAILS, THE ARCHITECT SHALL BE NOTIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE ARCHITECT WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS, AND THE RESULTIN6 ADDITIONAL COSTS OR CREDIT5 SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID. IN THE EVENT THAT THIS REQUIREMENT 15 NOT ADHERED TO, ADDITIONAL CHAR6E5 DURIN6 THE CONSTRUCTION PHASE WILL NOT BE CONSIDERED BY THE OWNER AND THE ARCHITECT. THE SUBCONTRACTORS FAILURE DURING THE BID PHASE TO BRING DISCREPANCIES OR UNAVAILABILITY OF PROPRIETARY PRODUCTS TO THE GENERAL CONTRACTOR'S ATTENTION WILL NOT BE CONSIDERED BY THE GINNER AND THE ARCHITECT AS AN APPROPRIATE REASON FOR ADDITIONAL COMPENSATION. 11. LOCATIONS OF ANY AND ALL UTILITIES 5HHOWN ARE APPROXIMATE AND THE CONTRACTOR 5HALL CONTACT THE OWNER IF UNKNOWN CONDITION$ ARISE. 12. THE CONTRACTOR SHALL BE RE5PON51BLE FOR MEANS, METHODS, TECHNIQUES, AND PROCEDURES REQUIRED FOR THE performance OF H15 OR HER SUBCONTRACTORS' WORK IN, ON, OR ABOUT THE JOB SITE. 15. THE CONTRACTORS SHALL PROVIDE ANY AND ALL SHORING AND BRACING NECESSARY TO INSURE THE STABILITY OF ANY AND ALL PARTS OF THE PROJECT DURING CONSTRUCTION. 14. UNLESS SPECIFICALLY 5HOM OR NOTED ON THE DRAWINGS, NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, BORED, OR OTHERWISE WEAKENED WITHOUT THE PERM156ION OF THE ARCHITECT AND MALL MANAGEMENT. 15. PRIOR TO THE FINAL PAYMENT, THE CONTRACTOR SHALL DELIVER TO THE OWNER ALL GUARANTEES, WARRANTIES, MAINTENANCE MANUALS, PAR75 L15T5, OPERATING INSTRUCTIONS, AIR BALANCE REPORTS, AS, BUILT DRAMN65 AND COMPLETION OF ALL ITEMS ON THE FINAL PUNCH LIST AND SIGNED BY TENANT. 16. UNLESS SPECIFIED OR INDICATED ON DRAWINGS, THE CONTRACTOR SHALL APPLY, INSTALL, CONNECT, ERECT, USE, CLEAN, AND CONDITION MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS CURRENT PRINTED RECOMMENDATIONS. CONTRACTOR SHALT. ALSO BE RESPONSIBLE FOR THE 5LGCESSFUL COORDINATION AND INSTALLATION OF 011NERS EQUIPMENT AND FIRE 9JPPRES51ON SYSTEM. VERIFY 517E5 OF THE EQUIPMENT BY THE OWNER PRIOR TO THE START OF CONSTRUCTION, IT 15 THE GENERAL CONTRACTOR'S RESPON5181LITY TO CHECK THE DIMENSIONS IN THE FIELD. PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT FOR ALL FIXTVRE5, EQUIPMENT, CABINETRY FURNI5HIN65 AND ALL OTHER ITEMS REQUIRING THE SAME. 11. NUMBER OF SPECIFIED ITEMS REQUIRED: WHENEVER IN THESE SE GENERAL NOTES AN ARTICLE, DEVICE OR PIECE OF EQUIPMENT 15 REFERENCED TO IN THE SINGULAR NUMBER, SUCH REFERENCES APPLY TO AS MANY SUCH ARTICLES AS, ARE 5HIOWN IN THE DRANIN65 OR REQUIRED TO COMPLETE THE INSTALLATION. 16. CLEAN UP UPON COMPLETION: REMOVE ALL 5URPLU5 MATERIAL, EQUIPMENT AND DMR15 INCIDENTAL TO TH15 WORK, AND LEAVE THE PREMISES IN A 'VACUUM' CONDITION. Iq. GUARANTEE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM, WITHOUT C05T5 TO THE OWNER WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER TH15 CONTRACT. EXCON CERTAIN TRADES AND / OR MATERIALS REQUIRE A GUARANTEE IN EXCESS OF THE ABOVE. SEE THE REMAINDER OF THESE GENERAL. NOTES / SPECIFICATIONS FOR EXCEPTIONS. 20. IF ANY CONTRACTOR CLAIMS THAT ANY INSTRUCTIONS FROM THE ARCHITECT OR OWNER INVOLVES EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE WRITTEN NOTICE TO THE ARCHITECT AND OWNER THEREOF WITHIN A REA50NABLE TIME AFTER THE RECEIPT OF SUCH INSTRUCTION5, NOT LATER THAN 5 DAYS THEREFROM, AND, IN ANY EVENT, BEFORE PROCEEDING TO EXECUTE THE WORK, EXCEPT IN EMERGENCY ENDAN6ERIN6 LIFE OR PROPERTY, AND THE PROCEDURE SHALL THEN BE AS, PROVIDED FOR CHAN&M IN THE WORK. NO SUCH CLAIM SHALL BE VALID UNLE55 50 MADE, FINISH!5 6YP" WALLBOARD I. PROVIDE GYPSUM WALLBOARD, STEEL FRAMING COMPONENTS, AND ACCE55ORIE5 IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. PRODUCTS SPECIFIED HEREIN ARE AS, MANUFACTURED BY US. GYPSUM AND ANGELES METAL SYSTEMS. EQUIVALENT PRODUCTS OF OTHER MANUFACTURERS WILL BE CONSIDERED PROVIDED THEY MEET THOSE ESTABLISHED STANDARDS. MAKE APPROPRIATE SUBMITTAL FOR ANY wisnTUTIONS. 2. ALL WORK SHALL COMPLY WITH C.B.C. (CHAPTER5 -T - FIRE RE515TIVD4ATERIAL5 AND PLA5T% AND OTHER APPLICABLE REGULATIONS,. 3. FINISH A. UNL.E55 NOTED OTHERWISE (E.6. 5PECIAL WALL COVERING AREAS) ALL 6YP5UM WALLBOARD SHALL BE TAPED, SPACKLED, AND PAINTED. B. VERIFY ANY SPECIAL FIN15H AREA PRIOR TO COMMENCING WORK. C. CONTRACTOR 15 TO PROVIDE A PAINT ROLLER TEXTURE TO WALL5 ONLY. SEE FINISH SCHEDULE FOR EXISTING WALLS. PAINTING I. SEE FINISH SCHEDULE FOR PAINT PRMUCT5. 2. THE WORK INCLUDES, BUT 15 NOT LIMITED TO, FURNISHING OF MATERIALS AND EQUIPMENT, AND COMPLETION OF PAINTING AND PAINTERS FINISH ON EXPOSED SURFACES AS, REQUIRED TO COMPLETE FINISHING OF THE WORK INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE OF MATERIALS AND APPLICATION WITH GOVERNING AGENCIES ( LOCAL, STATE, AND FEDERAL) IN CONNECTION WITH THIS PROJECT 4. THE FOLL.OWIN6 EXPOSED 5URFACE51 ARE TO BE PAINTED OR STAINED A. ALL GYPSUM WALLBOARD NOT COVERED BY OTHER MATERIALS. B. ALL EXISTING WALLBOARD TO A MIN. OF 6" ABOVE ROOM CEILING. TYPICAL UNLESS NOTED OTHDWISE ON ROOM FIN15H SCHEDULE. C. ALL METAL IN IMPROVED AREAS NOT PRE- FIN15HIE12 PRIOR TO INSTALLATION D. ALL WOOD SURFACES, TRIM, OR PIECES NOT PRE- FINISHED PRIOR TO INSTALLATION. (DO NOT PAINT INTERIOR ELEMENTS NORMALLY CONCEALED SUCH AS STRUCTURAL COMPONENTS) S. MATERIALS A. PAINT PRODUCTS SHALL BE MANUFACTURED BY DUNN-MINAIRD5 OR APPROVED EQUAL. B. ACCESSORY MATERIALS SUCH AS TURPENTINE / THINNER / LINSEED OIL, SHALL BE APPROVED BY THE COATING MANUFACTURE. C. THE NUMBERR. OF COATS 15 TO BE THREE MINIMUM. ADDITIONAL COATS SHALL BE APPLIED AT NO ADDITIONAL COST IF NECE55ARY TO COMPLETELY HIDE BASE MATERIALS, PRODUCE UNIFORM COLOR, AND PROVIDE 6AT15FACTORY FIN15H RESULTS. APPLY THE PAINT AS, FOLLOWS 15T COAT WI01 VINYLA5TIC 2ND COAT YWO DECO610 SEMI GLOSS ENAMEL. 3RD COAT A440 DECOC710 SEMI GLO55 ENAMEL D. APPLICATION AND SURFACE PREPARATION SHALL BE DONE ACCORDING TO MANUFACTURERS NRITTEN SPECIFICATIONS AND APPLICATION IN511;?JZTIONS. ALL FINISHES 514ALL BE 5 SA65�%lJAA WL5, OR DEFEGT5. E. THE CONTRACTOR 5ff CT HIS OWN WODJACENT WORK AND MATERIAL.,, WITH VERB IN65. THE GOR SHALL ALSO BE RESPONSIBLE F AREA OF HI5 AS, WELL AYAL OF EXCESS MATERIAL (El ENT SURFAC OR EXTRA MS). F. 5!lRPACES T0BE PAI OR INED SHALL BE OIL, 6. VERIFYFINISHE5ONS16NAGEWITHARCHITECT. ALLMINT TO BE AUTO BODY PAINT. THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED VATNOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SKgL CONSTITUTE CONCLUSIVE EVIDENCE Of ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description 06-50-05 PLAN CHECK SUBMITTAL 05-23-05 5L.D6. DEPT. 00i2RECTIONS Project Nome fiflAPTOn + PtSIDtn(t OT fll fLopfiL PfipK 902 WEST PIVEPMO DIPPY"t AN nMAI lm. Uuramm snob Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street Santa Ana, California 92701 Ph 714.647.9848 Fax 714.922.1271 Contact Jeff Canfield Surveyor Tait & Associates, Inc. 701 North Porkcenter Drive Santa Ana, California 92705 Ph 714.560.8200 Fax 714.560.8211 Architect 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT VL GA Na.C17450 7�11 REN.11-30-05 � CAS -ZED Drawing Description GENERAL NOTES Project No, Sheet No. 2004 - HAMPTON Date 06-50-05 A0*L CERTIFICATE OF COMPLIANCE: RESIDENTIAL + Page 1 CF-lR Project Title.......... Hampton Residence Date..06/30/05 22:40:49 Project Address........ 902 West Riviera Drive --------------------- Santa Ana, CA 92706 *v6.01* I I Documentation Author.., Mike Eghtebas Luilding Permit # Mike Eghtebas, PE P.O. Box 8216 j Plan Check / Date ► Newport Beach, CA 92658 949-533-8239 Field Check/ Date Climate Zone......,.... 08 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SE306P Wth-CTZ08S92 Program -FORM CF-lR User#-MP2032 user -Mike Eghtebas, PE Run-Micropas ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2755 sf Building Type .............. Single Family Detached Construction Type ......... Existing Plus Addition Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories....,..... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 21.2 % of floor area Average Glazing U-factor ... 0.54 Btu/slir-sf-F Average Glazing SHGC....... 0.56 Average Ceiling Height..... 8 ft IS *a 06ki LeMiN *p I atom I Component Frame Cavity Sheathing Total Assembly --Type----- ----- -Type-- - -- R-value -------- R-value -------- R-value ------- U-factor Location/Comments ------- ------------------------ Wall Wood R-13 R-0 R-13 0,,088 Wall Wood R-11 R-0 R-11 0.098 Roof Wood R-19 R-0 R-19 0.051 Floor Wood R-19 R-0 R-19 0.037 Floor Wood R-11 R-0 R-11 0.049 FENESTRATION ------------ Hsue Area U_ Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins ----- -------------------- Door Right (E) ----- 10.0 ------ 0.400 ------ 0.350 --------------- Standard -------------- Standard None Window Right (E) 8.0 0.600 0.650 Standard Woven None Window Front (S) 25.5 0.600 0.650 Standard Woven None Window Front (S) 2.3 0.600 0.650 Standard Woven None Window Front (S) 12.0 0.600 0.650 Standard Woven None Window Right (E) 12.0 0.600 0.650 Standard Woven None Window Front (S) 12.0 0.600 0.650 Standard Woven None Window Front (S) 12.0 0.600 0.650 Standard Woven None Window Right (E) 20.5 0.600 0.650 Standard Woven None Window Front (S) 20.5 0.600 0.650 Standard Woven None Window Right (E) 12.0 0.600 0.650 Standard Woven None Window Front (S) 9.0 0.400 0.350 Standard Standard None Window Left (W) 12.0 0.600 0.650 Standard Woven None Window Front (S) 12.5 0.600 0.650 Standard Woven None Window Front (S) 48.0 0.400 0.350 Standard Standard None Window Left (W) 10.0 0.600 0.650 Standard Woven None Window Left (W) 10.0 0.600 0.650 Standard Woven None Window Front (S) 12.0 0.600 0.650 Standard Woven None Window Front (S) 8.8 0.600 0.650 Standard Woven None Window Left (W) 13.0 0.600 0.650 Standard Woven None Window Left (W) 13.0 0.600 0.650 Standard Woven None Window Back (N) 10.7 0.600 0.650 Standard Woven None Door Back (N) 33.3 0.400 0.350 Standard Standard None Window Left (W) 10.0 0.600 0.650 Standard Woven None Window Left (W) 10.0 0.600 0.650 Standard Woven None Window Left (W) 26.0 0.600 0.650 Standard Woven None Window Left (W) 12.0 0.600 0.650 Standard Woven None Window Back (N) 6.0 0.600 0.650 Standard Woven None Window Back (N) 3.7 0.600 0.650 Standard Woven None Window Right (E) 3.7 0.600 0.650 Standard Woven None Window Back (N) 10.7 0.600 0.650 Standard Woven None Window Right (E) 10.0 0.600 0.650 Standard Woven None Window Back (N) 10.0 0.600 0.650 Standard Woven None Window Right (E) 10.0 0.600 0.650 Standard Woven None Door Back (N) 33.3 0.400 0.350 Standard Standard None Door Back (N) 33.3 0.400 0.350 Standard Standard None Window Back (N) 10.0 0.570 0.670 Standard Woven None Window Back (N) 10.0 0.600 0.650 Standard Woven None Window Left (W) 4.0 0.600 0.650 Standard Woven None Window Left (W) 33.3 0.600 0.650 Standard Woven None Window Right (E) 8.0 0.600 0.650 Standard Woven None HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type ------------ Efficiency ------------ Airflow Location ------- ----------- R-value -------- Leakage ------- D ------ Type ---------- Furnace 0.780 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback SPECIAL FEATURES AND MODELING ASSUMPTIONS ---------------------------------------- *** Items in this section should be documented on the plans, installed to manufacturer and CEC specifications, and verified during plan check and field inspection. This building incorporates non-standard Fenestration Shading. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title-24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... James Gartner Company. JAMES GARTNER & ASSOCIAT. Address. 2036 North Broadway Santa Ana, CA 92706 Phone... (714) 5 60-9210 License. C17450 Signed.. dt e ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. (date) DOCUMENTATION AUTHOR Name.... Mike Eghtebas Company. Mike Eghtebas, PE Address, P.O. Box 8216 Newport Beach, CA 92658 Phone... 949-533-8239 Signed.. . .... .. ..... . .. tv.11 WA_� e_Z3-0� I d ' (date) + + 4- MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF-lR Project Title.......... Hampton Residence Date..06/30/05 22:40:49 Project Address........ 902 West Riviera Drive --------------------- Santa Ana, CA 92706 *v6.01* Documentation Author,.. Mike Eghtebas Building Permit # Mike Eghtebas, PE P.O. Box 8216 I Plan Check / Date Newport Beach, CA 92658 949-533-8239 j Field Check/ Date Climate Zone........... 08 --------------------- Compliance Method ...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-SE306P Wth-CTZ08S92 Program -FORM MF-lR User#-MP2032 User -Mike Eghtebas, PE Run-Micropas ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R-Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g); Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating . sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas -fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception; Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible kitchen. p! e 150 (K)Z: hOOMS WILE a s r s have either at 14MAj.-MMEbainair la an of cacy of 40 Aim 1 e a t 9r tched a , he en ante to the rqq% om or' ne f th ves t, this r uirement 'm a lowed n )2.; a r essed cei, ing fixtures a in c p Design- Enforce- er ment THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY Of THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description 06-50-05 PLAN CHECK SUBMITTAL 08-:25-05 BLDG. VEPT. COFZRIECTION5, ........... Project Name fifitipTon + PtSIDtn(t AT fli fLopfiL PflpK 902 WEST DIVItun N.0 ANflnfl. (flUfOOM 9K06 Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street Santo Ana, California 92701 Ph 714.647.9848 Fax 714.922.1271 Contact Jeff Canfield Surveyor Tait & Associates, Inc. 701 North Porkcenter Drive Santa Ana, California 92705 Ph 714.560.8200 Fax 714.560.8211 Architect 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT ,F AR�, rr& VL Gq Ay NO. 1 45 AV REN.11 30 b5 OF C Drawing Description TITLE 24 ENERGY COMPLIANCE FORMS Project No. 2004 - HAMPTON Date 06-50-05 Sheet No. -F -f- • M 15E FLU "a 88.771 10 EXISTING DRIVEWAY AND DRIVENAY APRON TO REMAIN. EXISTING CONCRETE SIDEWALK TO REMAIN. EXISTING UTILITY POLE TO REMAIN. EXISTING LANDSCAPE TREES TO REMAIN. \ • _ _ \ EXISTING TURF / GROUND COVER TO REMAIN. ` - \ \ / 0(0 : - ..•� f/ EXISTING LAN50APE SHRUBS TO REMAIN. EXISTING CONCRETE CURB AND 6UTTER TO REMAIN. f \ ! K 1 SETBACK LINE EXISTING DICK PAVERS TO REMAIN NEW BRICK PAVERS, MATCH EXISTING LINE OF EXISTING GARGAE TO SE PARTIALY REMOVED SITE PLAN GENERAL NOTES I. FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO 5TARTING WORK. 2. FOR LOCATION OF CONCRETE CURBS, PLANTING Ate, PAVING, WALKWAYS, AND EXPAN51ON JOINTS REFER TO CIVIL AND LANDSCAPE DRAWINGS. 5. GENERAL CONTRACTOR RILL BE RESPONSIBLE FOR ALL SITE IMPROVEMENTS NITHIN THE LIMIT OF NORK. ANY EXISTING SITE NORK DAMAGED OUTSIDE THE LIMIT OF WORK BY THE GENERAL CONTRACTOR 514ALL BE REPLACED TO MATCH THE ORIGINAL CONDITIONS. 4. ALL EXISTING LANDSCAPING IS TO REMAIN. EXISTING 51N6LE—STORY RESIDENCE _ r *+oox \ _ : R=1Q.QQ' e L=18.11' / \ - + north IN TE PLAN WWI 4- THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT Of AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description 06-30-05 PLAN CHECK W15MITTAL= I Os-08-05 SL>I MNI15 GFOE Project Name fiT r%.OP fLOPfiL 11 902 WBT PIVERn DIPME1 AM finfir COOPM 92706 i Structural Engineer Canfield Consulting Engineers 205 North Main Street Santa Ana, California 92701 Ph 714.647.9848 Fax 714.922.1271 Contact Jeff Canfield Surveyor Tait & Associates, Inc. 701 North Porkcenter Drive Santa Ana, California 92705 Ph 714.560.8200 Fax 714.560.8211 Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Sonia Ana, California 92706 5f-V ARC, Ph 714.560.9210, Fax 714.560.9212 WWW.JGARTNER.COMLA •I n� NO.Cl T450�� REN.I1-30-05 O� CAS-SgQ Drawing Description Project No. Sheet No. 2004 - HAMPTON Alo LEGEND -r- SEEMEMIME X15TINC7 TO REMAIN EX15TINC7 TO 5E REMOVED , IF I r"SFV-. 1 V i.JL WL- I-1%./&-t ✓116".-, 71V 1 Wf X- VL/I t-' i IWv i I Ii 4 "I"" I 11VI9w/ I ,- I mOU IRE ADi71 TI ONAL. AREAS TO BE DEMOLISHED. CONTPVA0TOR SHALL VERIFY ALL EXI5TIN6 UTILITIES. ALL DASHED LINES ONTHIS PLAN INDICATE EXISTING CONSTRUCTION TO BE DEMOL I SHED, INCLUDING BUT NOT LIMITED TO; FOOTINGS, FLOOR. STRUCTURE, WALLS AND ROOF STRUCTURE. • THE A30VE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART ?HEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description 06-50-05 PLAN CHECK SUBMITTAL v� 1 05-25-05 5LD6, VEPT. CORRECTIONS Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street Santa Ana, California 92701 Ph 714.647.9848 Fax 714.922.1271 Contact Jeff Canfield Surveyor Tait & Associates, Inc. 701 North Porkcenter Drive Santa Ana, California 92705 Ph 714.560.8200 Fax 714.560.8211 IF-ITAItf'i- 13 ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT north 2036 North Broadway Santa Ana, California 92706 �p AR(_ Ph 714.560.9210 V/ IL. G l� Fax 714.560.9212 y �s �`�a WWW.JGARTNER.COMTl-�7 ^� NO. C17450 REN.21-30-0 Q. � o� cALjg0 Drawing Description DEMOLITION PLAN Project No. Sheet No. 2004-14AMPTON A2,90 Date 06-30-05 FLOOR PLAN KEY NOTES FACTORY BUILT METAL FIREPLACE, HEAT86LO MODEL # EM-415 I-�-G FACTBE IN�ACCORDANCE tin ITSY 13UILT METAL L15 E INSTALLATION AND U SHALL WALL LEG"IND 2 TILED HEARTH EXISTING WALL TO REMAIN 3 EXI5TIN& FIREPLACE TO REMAIN 4 BRICK PAVERS, MATCH EXI5TIN67 HERRINGBONE PATTERN 5 BRICK PAVERS, ONE ROW OF STRA16HT BRICKS AT EDGE OF STEPS MINIM NEW 2x WODD STUD WALL NOTE: 6 L( EX 5TI 6A TO BE AR ALL O ALL EXTERIOR AAL15 TO BE FRAMED WITH 2 X 6 5TUD5 '1 WALL COVERING SHALL BE CERAMIC TILE TO '10 INCHES ALL PLUMBING WALLS TO BE FAMED WITH 2 X 6 STUDS ABOVE DRAIN AT SHOWER AND TUB WITH 5H0WER DOUBLE AALL5 USED AS PLUMBING AALL5 ARE TO BE PROVIDE MOISTURE RESISTANT BOARD BEHIND TILE MIN. 8" WIDE AND NO "FLAT" STUDS PERMITTED, 5 NET AREA OF 5HOWER RECEPTOR 15 NOT LESS THAN 1,024 50. IN. STAGGERED STUDS ARE ACCEPTABLE � ,LI 1 (I,865 50. IN. ACTUAL) OF FLOOR AREA El22" X 30" MIN. ( 30" X 54" ACTUAL) ATTIC ACCESS WITH 30" MIN. HEADROOM AND FOLD DOWN LADDER IO 18" X 5" MIN. UNDERFLOOR VENTILATION OPENING ON FOUNDATION WALL Al 1/4" CORRO510ON M51TANT METAL MESH COVERING, 1 UNDERFLOOR AREA = 2,155 W. FT.1150 = 1823 50. FT. OF VENT AREA l8" X 8" = 0.65 50. FT. PER VENT = 20 VENTS REQUIRED 11 I-HR. SEPARATION HALL, I -LAYER OF 51611 TYPE °X" GYP. BIRD. ON EACH 51DE OF 2 X 4 STUDS AT 16" O.C. ) i2 LANDING IN 6ARA6E 514ALL NOT BE MORE THAN I INCH LOVER THAN THE DOOR THRESHOLD 13 l8" X 24" UNDERFLOOR CRAWL SPACE AC4,E55 DOOR r 2r-51I I rJ' II (Al I.0 2'-51 a` EXI5TIN & \` BREr4Kr-ASr i NOOK 005 20 r h,ql� 5 IC STORA &EROOM 104 e� c \10 THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHAD. RE REPRODUCED, COPIED, ADAPTED, f DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTTTUTE CONCLUSIVE EVIDENCE Of ACCEPTANCE OF THESE RESTRICTIONS, Issuance / Revisions No. Date Description F 06-50-05 PLAN CHECK SOBMITTAL I 05-25-05 BLDG. DEPT. CORRECTIONS I 7 '47,/ north FLOOR PLAN 50AL.E: 1/4" = 1'-0" Tl',� 5 Project Vom.11flMPTOn PtSIDtn(t AN flnfl, Man 99706 Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street Santa Ana, California 92701 Ph 714.647.9848 Fax 714.922.1271 Contact Jeff Canfield Surveyor Tait & Associates, Inc. 701 North Porkcenter Drive Santa Ana, California 92705 Ph 714.560.8200 Fax 714.560.8211 Architect ARCHITECTURE i + ASSOCIATES,l PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 5i� AIP, Ph 714.560.9210 a r� Fax 714.560.9212 0Ay WWW.JGARTNER.COM HJ ti No.CI7450 Sy'" 71 REN.11-30-fly Q. fi �0 Q� CAi i Drawing Description r Project No. Sheet No. 2004 - HAMPTON A390 Date 06-30-05 C B + Ab 2 Ab.2 -A REFLECTED CEILING PLAN I Ix Y400D FLANKS. REFER TO DETAIL FOR 5FECIFIC, 5x EXPOSED BEAMS. REFER TO DETAIL FOR SPEC Ix YiOO1? STARTER WARDS TO MA%,H CAST] STUCCO SOFFIT OOB CEILING SEE DET. 22' X 50' MIN. ( 50" X 54" ACTUAL. ) ATTIC ACCESS WITH 30u MIN. HEADROOM AND FOLD DOWN LADDER 'f — FEW N MIN A "NONSE 111IIIIIIIII ME Lgim 44 �=l THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT, VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description 06-50-05 PLAN 0Hr=0K SUBMITTAL 05-25-05 BLDG. DEPT. CORRECTIONS _, 5Project Name flflMPTOn + RfSIDffICf fliJay 47 flORfll PflRK ,47/ 904 WEST PIVI&A DPI'YljLr MUM finfit ("flUrru"PE 92706 Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street Santa Ana, California 92701 Ph 714.647.9848 Fax 714.922.1271 Contact Jeff Canfield Surveyor Tait& Associates, Inc. 701 North Parkcenter Drive Santa Ana, California 92705 Ph 714.560.8200 Fax 714.560.8211 Architect 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM Drawing Description 13 ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 141, "O.CI7450 REN.11-3"5 REFLECTED CEILING PLAN Project No. Sheet No. 2004 - HAMPTON A4.0 OW-WAST NOOK ELE`�TRICAL LEGEND � f 5INGL.E POLE 5WITGN j o I `` ` 3 5-WAY 5NITGi# U o ` (� &ROU OUTLET FAU_ _ ELECTRICAL LAYOUT PLAN C�1 GROUND FAULT �-..__ _.---- 1Nlaw-UPT WALL RECEPTACLE WALL RECEPTACLE f*L.P HOT -�j DATA -- PHONE --Q TV T.V. CONWCTION Q JUNCTION BOX VERIFY FIXTURE WITH OINNER (� SMOKE DETECTOR HART? WIRED WITH SATTERY BACK-UP RECE55ED COMPACT O FL.UORE50ENT FIXTURE RECE55ED LOA VOLTAGE DOWNL.IGHT _ W! MR-16 ADAPTER WALL MOUNTED _ ,. a, ..,.., .., Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706v Ph 714.560.9210 Fax 714.560.9212� WWW.JGARTNER.COM lvo.el7asfl REN,11-3Q-05 4 �> qF C 5-'S' Drawing Description ELECTRICAL LAYOUT PLAN Project No. Sheet No. 2004 - HAMPTON A401 fi NECA-WIN W,A R00NF PLAN KEY WOTES 1_­ I NEW ROOFING, FIRE FREE PLUS, A5 MANUFACTURED BY RE -CON 5UILPIN& PRODUCTS (5-M) 2"76-1665, CLA55 "A" FIRE RATED I.CB.O. # 50'75 2 BUILT-UP ROOF, I T SLOPE, MIN. CLA55 "C" RATING 3 NEW E3UILr,>IN(5 1N6%LL BELOW 4 EXISTING ROOF BELOW 5 6.1. GUTTER b ROOF CRICKET 7 METAL FIREPLACE RAIN CAP 6 24" VIA. HALF ROUND SHEET METAL ATTIC, VENT, FAINT TO MATCH'ROOFING T11 F5 C D ROOF PLAN SCALE: 1/4" = 1'-0" THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, t DISCLOSED. DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT, VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE Of ACCEPTANCE OF THESE RESTRICTIONS, Issuance / Revisions No. Date Description 06-50-05 PLAN CHECK SUBMITTAL 05-25-05 BLDG. DEPT. CORRECTIONS �� _�5; Project Name fifilAPTO + RfSIDfnC 'AT fli fLopfiL PfipK 902 WtST PREW"fla DIPPYT AN finfl, (flU-rru"Pn1fl 92706 0 Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street Santa Ana, California 92701 Ph 714.647.9848 Fax 714.922.1271 Contact Jeff Canfield Surveyor Tait & Associates, Inc. 701 North Porkcenter Drive Santa Ana, California 92705 Ph 714.560,8200 Fax 714.560.8211 Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 AR Ph 714.560.9210 Fox 714.560.9212 WWW.JGARTNER.COM NO.C17450 REN.11-30-05 011 V Drawing Description ROOF PLAN Project No. Sheet No. 2004 - 0AMPTON Date 06-30-05 31 16 J� o • 1"1 EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" 1M1 "I 51 14 EXTERIOR I 101 9 CURB 4 .� s-a IMI i NEN ROOFING, FIRE FREE PLUS, A5 MANUFACTURED BY RE -CON WILDING PRODUCTS W11) 216-1665, CLASS "A" FIRE RATED i GB.0. # 5075 2 NEW CHIMNEY WITH BRICK VENEER 3 NEW CHIMNEY SPARK ARRESTOR 4 REPLACE EXISTING BRICK TO SAME HEIGHT 5 EXISTING EXTERIOR WALL FIN15H 6 NEW WOOD WINDOW, REFER TO WINDOW 5CHEWULE 7 NEW EXTERIOR STUCCO WALL FIN15H TO MATCH EXISTING 6 NEW ROOFING, COMP051TE SHAKE a FIN15H GRAVE / CONCRETE PAVING. REFER TO 51TE PLAN. 10 BRICK VENEER 11 EXTERIOR L16HTING PER. OWNER 12 NEW DOOR AND DOOR FRAME PER DOOR SCHEDULE 13 ROOF CRICKET 14 24" DIA. HALF ROUND SHEET METAL ATT10 VENT, PAINT TO MATCH ROOFING TILES THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT, VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description 06-30-05 PLAN CHECK SUBMITTAL A05-25-05 BLL7G. E>EPT. COPRECTION5 Project Nome flfilApTon PtSIDtn(t fiT a • a ) P ■ i '- Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street Santa Ana, California 92701 Ph 714.647.9848 Fax 714.922.1271 Contact Jeff Canfield Surveyor Tait & Associates, Inc. 701 North Parkcenter Drive Santa Ana, California 92705 Ph 714.560.8200 Fax 714.560.8211 Architect 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTN ER.COM ARCHITECTURE PLANNING / INTERIORS PROJECT t�oANAGEMENT s�''�p A -PR, ti4i,��� a aA��� o A c17450. RPNAl-30-05 CAS -All x �. Project No. Sheet No. 2004-14AMPTON A6*0 i I Dote 06-30-05 THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, Issuance / Revisions D EXTERIOR. ELEVATION SCALE: 1/4" = 1'-0' TOP PL. &ALRAGE _ TOP OF CURB _ EXTERIOR ELEVATION • E EXTERIOR ELEVATION SCALE: 1/4" = 1'-0' EXTERIOR ELEVAT101f NEVERNMEW I tJEW ROOFING, FIRE FREE PLUS, A5 MANUFACTURED BY RE -CON) BUILDING PRODUCTS W11) 21(7-1663, GLASS 'A' FIRE RATED 1.C.B.O. # 5015 2 NEN CHIMNEY WITH BRICK VENEER 3 NEN! CHIMNEY SPARK ARRESTOR 4 RB'LAGE EXISTING BRICK TO SAME HEIGHT EXISTING EXTERIOR WALL FINISH 6 NEW WOOD WINDOW, REFER TO WINDOW SCHEDULE ? NEW EXTERIOR STUCCO WALL FINISH TO MATCH EXISTING 6 NEW ROOFING, COMPOSITE SHAKE Q FINISH GRADE / CONCRETE PAVING. REFER TO SITE PLAN. 10 BRICK VENEER II EXTERIOR LIGHTING PER OWNER 12 NEW DOOR AND DOOR FRAME PER DOOR SCHEDULE 13 ROOF CRICKET 14 1 24" DIA. HALF ROUND SHEET METAL ATTIC VENT, PAINT TO MATCH ROOFING TILES M3 -j- No. Date Description 06-50-05 PLAN CHECK SEJBMITT,4L �I ©8-23-OS BLDG. DEPT. CORRECTIONS Pro.ct Nam.11flMPTOfI PtSIDtn(t Jair fli fLOPfiL PfiPK 902 WBT PREP"fla DPI'Y'rL- Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street Santa Ana, California 92701 Ph 714.647.9848 Fax 714.922.1271 Contact Jeff Canfield Surveyor Toit & Associates, Inc. 701 North Parkcenter Drive Santa Ana, California 92705 Ph 714.560.8200 Fax 714.560.8211 Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2096 North Broadway Santa Ana, California 92706 ��5� ARC. Ph 714.560.9210, Q �� Fax 714.560.9212 ,Yw WWW.JGARTNER.COM ti A C17450`� 7 REN.11-sacs �. Drawing Description Project No. Sheet No. 2004 - HAMPTON A61 Date 06-30-05 H- EXTERIOR ELEVATION • 1 K EXTERIOR ELEVATION SCALE. 1/4" = 1'-0' A" f= IN. FLR. ol-011 EXTERIOR ELEVATION L EXTERIOR ELEVATION SCALE: 1/4" = 1'--0" rop PL. 31-411 I N. FLR. :)I -Oil UNEW ROOFING, FIRE FREE PLL65, AS MANUFACTURED BY RE -CON "0 BUILDIN657 PRODUCTS (6*r) 216-1665, CLASS "A" FIRE RATED 0. # # 50`5 �A. 2 N561 CHIMNEY WITH BRICK VENEER 5 NEON CHIMNEY SPARK ARRESTOR 4 REI:LAGE EXISTIN& BRICK TO SAME HE16HT 5 EXISTING EXTERIOR WALL FINISH 6 NEYi WOOD WINDOW, REFER TO Y41WON 5(' HEVULE 1 NEW EXTERIOR STUCCO WALL FIN15H TO MATCH EX15TIN67 5 NEH ROOFING, COMPOSITE SHAKE q FINISH GRADE / CONCRETE PAVING. REFER TO 51TE PLAN. 10 NM LANDSCAPE WALL PER LANDSCAPE DRAWINGS 11 EXTERIOR LIC+TIN67PER OWNER 12 NEN DOOR AND DOOR FRAME PER DOOR SCHEDULE 15 ROOF CRICKET 14 24" DIA. HALF ROUND SHEET METAL ATTIC VENT, FAINT TO MATCH ROOFING TILE-5 SCHEDULE FOR SIZE 4- THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE Of ACCEPTANCE OF THESE RESTRICTIONS, Issuance / Revisions No. Date Description 06-50-05 PLAN CHECK SUBMITTAL 08-:25-05 51-P6, VEIzT. C0RfPECTI0N5 Project Name 11flMPiOn + RfSIDfnCf Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street Santa Ana, California 92701 Ph 714.647.9848 Fax 714.922.1271 Contact Jeff Canfield Surveyor Tait & Associates, Inc. 701 North Porkenter Drive Santa Ana, California 92705 Ph 714.560.8200 Fax 714.560.8211 Architect 2036 North Broadway Santa Ana, California 92706 Ph 714.560,9210 Fox 714.560.9212 WWW.JGARTNER.COM ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT A ell Tt 70 NO.C17450 REN,11-30-05 OP C -LA E-- I Drawing Description i A k W1 Li 11 1 10 Project Na, Sheet Na. 2004 - HAMPTON A6,,2 Dote 06-50-05 1BUILDING SECTION SCALE: 1/4" = 1'-0" 3 BUILDING SECTION SCALE: 1/4" = I'-O" 2 BUILDING SECTION SCALE: 1/4" = I'-O" 4 BUILDING SECTION 5CALE: 1/4" = 1`-0" ! NEW ROOFING, FIRE FREE PLUS, AS MANUFACTURED 13Y RE -CON BUILDING PRODUCTS 0'11) 216-7663, CLA55 "A" FIRE RATE? , I.C.S.O. # 50- 5 2 NEW CHIMNEY WITH BRICK VENEER 3 NEN CHIMNEY SPARK ARRESTOR 4 REPLACE EXI5TIN6 BRICK TO SANE HEIGHT 5 EXI5TIN6 EXTERIOR WALL FIN15H 6 NEWT ROOD WINDOW, REFER TO WINDOW SCHEDULE ? NEW EXTERIOR STUCCO WALL FIN15H TO MATCH EX15TIt& S NEA ROOFING, COMPOSITE SHAKE q FIN15H 6RADE / CONCRETE PAVING. REFER TO 51TE PLAN. 10 NEW LANDSCAPE WALL PER LANDSCAPE DRAWINGS 11 EXTERIOR LIC*MNG PER OWNER 12 IsB4 DOOR AND DOOR FRAME PER DOOR 50HEOUI.E 13 ROOF CRICKET 14 R-la BATT INSULATION AT WALL-5 TYP. 15 R-30 BATT INSULATION AT FLOOR / ROOF TYP. 16 UNDER FLOOR ORAAL SPACE,16" GLR. MIN. 1'7 PREFAB METAL FIREPLACE IS LINE OF EXI5TIN6 ROOF Iq T46 WOOD SIDING CEILING 20 KITCHEN CABINETS BY OTHERS 21 5ECTIONAL. OVEREAD 6ARA6E DOOR 22 GONG. SLAB, SEE STRUCTURAL ,23 BRICK PAVERS OVER CONC. STEPS -j- THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALT. REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBUS4ED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description 06-50-05 PLAN CHECK SUE3MITT,AL I 015-25-05 BLDC DEPT. CORRECTIONS Project Name flT fLOPfiL 902 WEST PIVI&A DPI'Y#rL- AM finfl, (fiffru"PHIfl 92706 Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street Santa Ana, California 92701 Ph 714.647.9848 Fax 714.922.1271 Contact Jeff Canfield Surveyor Tait & Associates, Inc. 701 North Porkcenter Drive Santa Ana, California 92705 Ph 714.560.8200 Fax 714.560.8211 Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706gs� AR�� Ph 714.560.9210, Fax 714.560.9212 WWW.JGARTNER.COM NQ.C17450�� REN.11-30-05 Drawing fi «. BUILDING Project No. Sheet No. 2004 - HAMPTON A7.o Dote 06-30-05 THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY Of THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT Of AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE Of ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions BUILDING SECTION .- 'AI 0' 11A11 II All SECTIONBUILDING BUILDING• E� DVILL 111%J JL\,, I IWII SCALE: 1/4" - I1-0" • BUILDING NEON R001=1N6, FIRE FREE PLUS, A5 MANUFACTURED BY RE --CON BUIMN& PRODUCTS (&77) 216-1663, CLASS "A" FIRE RATED I.CJ3.0. # 50T5 i 2 NEW CHIMNEY WITH BRICK VENEER 3 NEW CHIMNEY SPARK ARRESTOR 4 REPLACE EXISTING BRICK TO SAWS HEIGHT 5 EXISTING EXTERIOR WALL FINISH 6 NE N WOOD WINDOW, REFER TO WINDOW SCHEDULE T NEW EXTERIOR STUCCO WALL FIN15H TO MATCH EXISTING 6 NEW ROOFINGS, COMPOSITE SHAKE q FINISH GRADE / CONCRETE PAVIN6. REFER TO SITE PLAN. 10 NEW LANDSCAPE WALL PER LANDSCAPE DRAV065 11 EXTERIOR LI6MMN& PER OWNER 12 NEA DOOR AND DOOR FRAME PER DOOR SCHEDULE 13 ROOF CRICKET 14 R-IQ BATT INSULATION AT WALLS TYP. 15 R-50 BATT INSULATION AT FLOOR / ROOF TYP. 16 UNDER FLOOR CRAWL. SPACE,18" CLR. MIN. IT PREFAB METAL FIREPLACE 18 LINE OF EXISTING ROOF la 7`46 WOOD SIDING CEILING 20 KITCHEN CABINETS BY OTHERS 21 SECTIONAL OVEREAD 6ARA6E DOOR 22 CONC. SLALB, SEE STRUCTURAL 23 BRICK PAVERS OVER GONG. STEPS No. Date Description 06-50-05 PLAN CHECK SUBMITTAL 1 05-23-05 BLV6. DEPT. CORRECTIONS -� Project Name flfiApTon PtSIDtn(t Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street Santa Ana, Califomio 92701 Ph 714.647.9848 Fax 714.922.1271 Contact Jeff Canfield Surveyor Toit & Associates, Inc. 701 North Porkcenter Drive Santa Ana, Califomio 92705 Ph 714.560.8200 Fax 714.560.8211 Architect 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTN ER.COM 13 ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT ep AR �t ' w� .c17450 REN.11-30 75 LAVA 0 Drawing Description BUILDING SECTIONS Project No. Sheet No. 2004 - HAMPTON 1 A701 I Date 06-30-05 1 """"' NO ROOM / DESCRIPTION Dl01 ENTRY dl0a POWDER ROOM DICYt CLOSET- DI08 VESTIBULE d! 10 PANTRY D#1I LAUNDRY DIC2 VESTIBULE DI(3 2 GAR 6ARA&E Dl14 STORAGE ROOM dli6 EXI5TIN6 FAMILY ROOM DII6A EXI5T1N6 FAMILY ROOM DAT GUEST FOYER DIIS CLOSET- - DI20 6UEST BATH D121 MASTER W.G. DC22 MASTER SHOWER D125 MASTER W. I. GL05ET D{2b MASTER BEDROOM DI27 - MASTER FOYER DOOR TYPE DI (POCKET) D1 (POCKET) DI _ DI DI (POCKET) FRENCH DI DI FRENCH FRENCH DI DI DI (POCKET) DI D2 DI FRENCH DI •'• r il• •T • • 51ZE 3'-011 61-511 / � 2, -P ,( it �/61-V1 /X� 2'--O" &'-S" 21-8" X6'-511 _- 21-611 X 61-l111 2ta1-all X 61-G511 5'-0" X 6-5" (PAIR) :21-811 .,/ (I 1-6B 21-611 X 61-1511 5'-0" X 6-5" (PAIR) 5'-0" X 6'-S" (PAIR) 21-611 X 61- 11 2 1-6 11 X 6 1-511 21-611 X 61-511 :21 �( 11 X 61-,/511 ^- - 21--^:211 X 51-0f1 - 21-6 11 X 6 1-811 5'-0" X 6-5" (PAIR) 21-611 X 61-811 IVT•*r � •1 :r RPT il - us • Mf FLOOR TYPE DI TYPE D2 j SCHEDULE DOOR THICKNESS I MATERIAL S.G-- I WOOD H.C. 1-5/4" WOOD S.G. 1-3/8" WOOD H.C. -- 1-3/8" WOOD H.C. 1-5/4" WOOD16LA55 I-3/8" WOOD H.C. I -318" WOOD H.G. WOOP/6LA55 1-5/4" WOOD/6LA55 WOOD H.G. WOOV H.G. WOOD H.G. #-318" WOOD H.G. N.A. 6LA55 #-318" � WOOL7 H.G. WOOD/6LA55 f-31S`" WOOD H.C. ••• r Mr FINISH PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT N.A. PAINT PAINT PAINT FRAME REMARKS FINISH PAINT PAINT PANT _ -- PAINT v PAINT -�- PAINT PAINT PAINT 5-GZOSING WOOD I-3/611Tf-I PAINT r^------'�-- PAINT PAINT PAINT RE -USED DOOR PAINT -`- PAINT T_ PAINT ANOD 6LA55 ENGLO51 SHALL BE LABE PAINT WOOD PAINT I RE -USED DOOR WINDOW TYPES TYFIE WI /i WDW I ROOM / DESCRIPTION NO - _ KITCHEN KITCHEN ---------- -- --� POWDER LAUNDRY -- -._ - 2 GAR GARAGE PANTRY 1iTT�Fi-6, 50�EID - >Qk RE -USE DOOR EXISTING OFFICE EXI5TIN6 OFFICE - --- 6UEEST BEDROOM 6UE5T BEDROOM GUEST BATH-- IDUR t�ND PPLS ,4TEGORY I I #� 61JE5T BATH - 13 MASTER SHOWER MASTER SHOWER T MASTER BATH _ MASTER BATH -- -- -- - - I? -----_�__ MASTER BATH - MASTER HALLWAY -- 1 -MASTER HALLWAY - __-- MASTER BEDROOM - _ MASTER BEDROOM MASTER BEDROOM -- - MASTER BEDROOM - --�--------_--- 24 - MASTER FOYER EEN71?Y - 2b ENTRY-'- 27 - -- EXI5TIN6 DINING ROOM 28� EXISTIN6 DINING ROOM - EXISTING BREAKFAST NOOK 30 -EX I STI N6 BREAKFAST NOOK 31 EXI5TIN6 BREAKFAST NOOK 32 EXI5TIN6 KITCHEN 33 EXISTING LIVING ROOM - EXISTING LIVING ROOM 35 EEXI5TIN6 LIVING ROOM Cyr) E:X15T#N6 LIVING ROOM WOOD FRAME TO MATCH EXISTING FAI 0 DOUBLE HUNG TO MATCH EXISTING t- WINDOW DIVIDE12S TO " MATCH EXISTING :o 4-WINDOW SILL TO MATCH EXISTING T--,=INIS[4 FLOOR WINDOW SCHEDULE OPERATION NFE WDW I WINDOW T'f �E UNIT 51ZE I MATERIAL FINISH 6LAZIN6 DETAILS HEAD / JAMB FIXED -1'-011 X 3'-411 WOOD PAINT 1/4" CLEAR 41 ! AILO FIXED 1'-611 X 1'-6" WOOD PAINT 1/4" CLEAR 4 / AILO - - DOUBLE HUNG - WI 2'-0" e X 4'-0"� - --- WOOD PAINT 1/4" CLEAR a I All.0 DOUBLE HUNG WI 2'-0" X 41-011 WOOD T_ PAINT 1/4" CLEAR q / AILO - VOUBLE HUNG WI 5'-0" _ X 41-011 WOOD - PAINT 1/4" CLEAR-- 41 / AILO FIXED 21-011 - X 2'-0t1 --�-- WOOD PAINT 1/4" CLEAR� - a ! AILO � DOUBLE HUNG WI 2'-6" _ Xl41-01" WOOD -_-- PAINT _ 1/4" Cl FAR a I All.0 DOUBLE HUN6 WI 2'-611 X 41-011 WOOD �- PAINT 1/4" CLEAR Of / AILO _ VOUBLEE HUNG WI 3'-01' X 41-01' WOOL? PAINT - 1/4" CLEAR 15 / All.0 DOUBLE HUNG Wi 3'-0" X 4'-0" WOOD PAINT 1/4" CLEAR 13 / AII.O VOUBLEE HUNG WI 2'-a" X 3'-10-1/2" WOOD PAINT - 1/4" CLEAR 13 l All.O- VOUBLE: HUNG WI 2'-01" X 3'-10-1/2" WOOD PAINT 1/4" CLEAR 13 / AILO FIXED_ 2'-611 X 11-61 PAINT_- 1/4" CLEAR - -15 I AILO _ -- FIXED 21-611 -WOOD X I'-611 WOOD - PAINT 1/4" CLEAR 15 / All.0 DOUBLE HUNG Wl I'-6" X 4'-0" WOOD PAINT 1/4" CLEAR a / AILO DOUBLE HUNG WI 3'-0" X 4'-0" - �_- PAINT 1/4" CLEAR a / AII.O� %DOUBLE HUNG WI 31-011 - -WOOD X 41-011 WOOD -- PAINT - 1/4" CLEAR q / All.0 -- DOUBLE HUN6 WI 2'-&" X 4'-0" WOOD PAINT 1/4" CLEAR 41 I AILO DOUBLE HUNG WI 2'-&" X 41-0" WOOD PAINT 1/4" CLEAR Q ! A11.0 DOUBLE HUNG WI 2'-6" - - X_ 4'-4-1/2" WOOD PAINT 1/4" CLEAR. 13 ! All.0 DOUBLE HUN6 WI 5'-0" X 4'-4-1!2" T-� WOOD PAINT 1/4" CLEAR 13 I AILO' DOUBLE HUNG Wl 3'-0" X 4'-4-1/2" WOOD PAINT 1/4" CLEAR 13 / All.0 I20UBLEE HUNG WI 2'-6" X 4'-4-1/2" WOOD PAINT 1/4" CLEAR 13-/ All.0 FIXED - -'- 31-011 X 4'-011 '- -� WOOD- _--� PAINT 1/4" CLEAR 41 1 AILO DOUBLE HUNG 1041 3'-011 X 41-0" WOOD_-�---PAINT 1/4" CLEAR Q I All.0 DOUBLE HUNG WI 5'-0" X 4'-0" WOOD 1/4" CLEAR 4 I AILO 17OUBLE HUNG WI 4'-0" - X 51-0" - WOOD -_PAINT PAINT i 1/4" CLEAR DOUBLE HUNG WI 4'-0" - X 5'-0" �- WOOD PAINT 1/4" CLEAR - DOUBLE HUNG WI 5'-0" X 4'-0" ---- WOOD PAINT 1/4" CLEAR DOUBLE HUNG W1 3'-0" - X 41-0" WOOD PAINT 1/4" CLEAR I?OUBLE HUN6 3'-0" X 41-0" WOOD PAINT 1/4" CLEAR -- I2OUSLEE HUNG -WI WI 2'-6" X 3'-0" �- WOOD PAINT 1/4" CLEAR 120ll5LE HUNG WI 3'-O" X 5'-0" WOOL? 1/4" CLEAR `-_- FIXED 10'-0" X 51-0" WOOD --PAINT PAINT 1/4" CLEAR 120UBLE HUNG W# 51-011 X 51-0" WOOD PAINT 1/4" CLEAR _ 1;'OUBLE HUNG WI 5'-0" X 51-0" WOOD PAINT 1/4" CLEAR SILL 10 I All.0 10 ! All.0 10 I A#1.0 10 / All.0 10 I All.0 10 AILO 10 / AILO 10 / All.0 10 / All.0 10 1 All.0 10 / AII.O 10 f All.0 10 AILO !0 / All.0 10 AILO 10 I All.0 10 AILO 10 I AILO 10 / AII.O 10 I AILO 10 I All.0 10 I AI1.0 10 l All.0 10 / AII.O 10 1 All.0 10/AILO, REMARKS THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT, VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description 06-30-05 PLAN CHECK SUBMITTAL - - -�- �5-25-05 BLD6. DEPT. CORRECTIONS ESCAPE WINDOW - 6.0 S.F. - ESCAPE WINDOW - 6.0 5.F RE -USE EXISTIN6 _ I Project Name RE -USE EXISTING flfiAPTOn PtSIDtn(t flT fLOPfiL PfiPK 902 WEST RIMERfl DRIVE 150UAP EXISTING S_- fl�fl flI`Ifl, Cfll1fC RI�Ifl 92706EESCAPWINDOW - 6.5 S.F. RE-U5E EXI5TIN6 ESCAPE WINDOW - 6.5 S.F. Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street Santa Ana, California 92701 Ph 714.647.9848 EXISTING TO REMAIN Fax 714.922.1271 Contact Jeff Canfield EXISTIN6 TO REMAIN EXISTIN6 TO REMAIN- Surveyor EXISTING TO REMAIN Tait & Associates, Inc. EXISTIN6 TO REMAIN 701 North Parkcenter Drive _ Santo Ana, California 92705 EXISTIN6 TO REMAIN Ph 714.560.8200 + Fax 714.560.8211 EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN CONTIGUOUS HABITABLE ROOM(5) OR AREAS FLOOR AREA 1/20 OPENABL.E WINDOWS / DOORS NET OPEN AREA TOTAL OPEN AREA til til cti il) t0 i>_ 6 1L d) U t0 U: 6 11 tSl MASTER MASTER MASTER MASTER BATH HALLWAY SE17FOOM FOYER O O O O O 13 lfi ci 0O Iq m 123 f 24 =-6 12? tOti u0i si .Sl 82.50 S.F. > 21.40 428 50. FT 21.40 SQ. FT ( I6 #"f 18 f9 20 21 22 23 D12b u: u_ GUEST (� O EF'1' >ROOM O O 1'13 SQ. FT 5.65 50. FT `f (0 10.00 S.F. > 8.65 EX#5TIN6EX15TIN6 ENTRY VININ6 B. NOOK KITC4HENHALLWAY N tft �' IL IL; u: u- _ N 43 st 101 102 103 IG 4:1106 4 00, O© N O � O O O EXISTIN&EXISTINSEXISTIN6 O _ O VESTIBIULE HAL I-ViAYVESTIBULEOFFICrE FAMILY L1VIN6 I08 IOq I12 IIS I! 12Q 1, 500 50, FT 15.00 SQ. FT 2b 2Z 28 2a 30 3{ 32 33 35 i S D101 DlOB DII2 Dfib DIIbA 216.45 S.F. > '75.00 ► NI701A NOTES 1. ALL WINDOW SIZE OPENIN65 ARE ROUGH OPENI1465. GENERAL CONTRACTOR TO VERIFY WITH MANUFACTURER ALL REQUIRED DIMENNONri. ALL WINDOWS TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. 2. ALL 6L.A55 TEMPERED. UNLE55 OTHE"15E NOTED. 5. GENERAL CONTRACTOR TO MATCH ALL. NEW WINDOWS TO EXISTING WINDOWS IN COLOR, TEXTURE AND OVERALL F#N15H -j- Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santo Ana, California 92706 ��P AR C Ph 714.560.9210 4e a , r, j� Fax 714.560.9212 WWW.JGARTNER.COM 10 17450 �y4' Drawing Description i Project No. Sheet No. 2004 - HAMPTON A1000 Date 06-50-05 NDOW pow SCHEDULE ATIONS 13 WINDOWS AT CORNER SCALE 1+7 - r-a 4- -i- 'TUCCO FINISH TO MATCH EXISTING EXTERIOR Sf-EAT14ING i ----------R-13 BATT INSULATION -- --PLASTER TO MATCH EXISTING 2`2X HEADER SEE STRUCTURAL DRAWINGS WATERPROOFING TAPE OVER NAILING RANGE ---- I14' ROUND CASING -;IM AS REQUIRED --WOOD WINDOW PER WINDOW SCHEDULE SPECIFICATIONS -METAL DRIP EDGE NOTE INSTALL WINDOWS PER MANUFACTURERS RECUIRENENTS WINDOW HEAD (JAMB SIM -it 10 WINDOW SILL 1! SCALD 1-1/7 - r-a f SHIM AS REOUIRED WATERPROOFING TAPE OVER NAILING AC,^ MATC14 EXISTING SILI "•• » a „r TO MATCH EXISTING X-13 BATT INSULATION 4/7 EXTERIOR SI-EATHING STUCCO�FINISH TO EXISTING NOTE INSTALL it • PER r, i r �• r •' • r ,r • ;- • • + a-0 DOUEII.E RIDGE PIECE OVE32 PLYWOOD MATC14 EXISTING �c BLOCKING + r! ♦i i ! OVER GYP E3RD TO MATCHEXISTING iir • !8 1•i / `' + ROOF RIDG BRICK STEPS • TUCC0 FINISH TO MATCH EXISTING �----STUCCO SCREED 2X WOOD STUD WALL -----WOOD FINISH PE12 FLOOR PLAN ---IUARTER 12OLM WOOD BASE MATC 14 EXISTING Soo - - 2X SILL PLATE r ------PLYWOOD FLOOR DECK SEE STRUCTURAL i 2X FLOOR RIM JOIST 2X 13LOWNG 2.X6 P.T,DF, PLATE, SEE STRUCT. `• • ••° � '• -BRICK VENEER ,` 2X FLOOR JOISTS SEE STRUCTURAL -= I ---FINISH GRADE AT 6 BELOW WOOD ' I i f MINIMUM • y . —CONCRETE FOUNDATION SEE STRUCTURAL. AWL SPACE EXTERIOR WALL SCALE 1-4/2 - r-a 3' MATCH EXISTING TYPICAL EAVE SCALD 1-I!7 - r-a TYPICAL RAKE SCALE 141r - r-a r • �a y > i r + - i • i'" :: i a ,;,i • , i'- Wtvil I I it + • BATT INSULATION i SEE DETAILS I AND 2 SWEET i •• +r! A,57 0OWPIORITION ASHALTrr • :• PLYWOOD SHEATHING. MATCH EXISTING GALVINIZED 112ON DRIPEDGE MATCH G ••r TRIM MATCH s•r FASCIA MATC14 6 • CASING BEAD ••! STUD WALL REFE12 TO WALL LEGEND • Y• ,ARCHITECTURAL 11-0012 PLAN FLASTIER AT WALLS AND i MATC14 CEILINGS TYPICAL M &--2X • ODSTUDSAT CHIWNEy PER ARCHITECTURAL ••■ • + IN ♦ r SEE DETAILS ! 2 SWEET AILO FOR ADDITIO1qAL NOTES ROOF CRICKET SCALE 1-It2 - r-a -- I ' THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL RFMAW THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description WOOD STUD WALL REFER TO WALL LEGEND PER ARC141TECTLRAL FLOOR RAN i • FINISH TO MATC14 —WOOD FINISH PER FLOOR PLAN • `• :• ROLM WOOD BASE MATCH EXISTING I SILL PLATE ----PLYWOOD FLOOR DECK SEE STRUCTURAL FLOOR JOIST BLOCKING Aq Elio.. OR 7 AE30VE PAVED AREAS • •,r JOISTS SEE r.r , INISH G12ADE AT . EIELOW WOOD MINIMUM ommI —CONCRETE FOUNDATION 4 EXTERIOR WALL 06-50-05 PLAN CHECK SUBMITTAL 08-25-05 BL.I,>6. E>EPT. CORRECTION5 Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street Santa Ana, California 92701 Ph 714.647.9848 Fax 714922.1271 Contact Jeff Canfield ri Surveyor Tait & Associates, Inc. 701 North Porkcenter Drive Santa Ana, California 92705 Ph 714.560.8200 Fax 714.560.8211 Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM Vs e� NO.C17450 may' REN.11-30-05 4t CA�"�.�0 Drawing Description I ORAL - CRAWL SPACE Project No. Sheet No, 2004-14AMPTON A11,,0 Date 06-50-05 STRUCTURAL NOTES THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PARALLAM LUMBER 1. THE MANUFACTURE AND FABRICATION OF PARALLAM LUMBER SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF "TIMBER CONSTRUCTION STANDARDS" BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 2. ALL PARALLAM MEMBERS SHALL CONFORM TO THE FOLLOWING 2.OE SPECIFICATIONS. F bxx - 2900 PSI TENSION IN TENSION ZONE 2900 PSI TENSION IN COMPRESSION ZONE F Clxx = 750 PSI TENSION FACE 750 PSI COMPRESSION FACE F Vxx = 290 PSI Exx - 2.Ox106 PSI 3. FINISH OF THE MEMBERS SHALL BE INDUSTRIAL APPEARANCE GRADE IN CONFORMANCE WITH THE STANDARD APPEARANCE GRADES OF THE A.I.T.C. 4. THE MANUFACTURER SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE ARCHITECT/ ENGINEER FOR APPROVAL PRIOR TO ANY FABRICATION. 5. TEMPERATURE OF PARALLAM TIMBER IS NOT TO EXCEED 150'F IN SERVICE. 6. PARALLAM MEMBERS SHOWN ON THESE PLANS ARE FOR DRY CONDITIONS . OF USE. EPDXY ANCHORING 1. EPDXY ADHESIVE USED FOR SETTING DOWELS AND ANCHORS SHALL BE IN CONFORMANCE WITH ASTM C-881, TYPE IV. ACCEPTABLE MANUFACTURERS FOR EPDXY ADHESIVE ARE RAMSET/REDHEAD, SIMPSON STRONG -TIE SET, HILTI HIT HY 150, OR APPROVED EQUAL. 2. ANCHORS OR DOWELS EMBEDDED IN EPDXY SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. 3. HOLES RECEIVING EPDXIED ANCHORS SHALL BE CLEAN AND FREE OF DUST PRIOR TO APPLYING EPDXY ADHESIVE. 4. HOLES DRILLED INTO REINFORCED CONCRETE SHALL NOT DAMAGE OR CUT EXISTING REINFORCING STEEL. HOLES DRILLED INTO PRE -STRESSED OR POST -TENSIONED CONCRETE SHALL HAVE A CLEARANCE OF ONE INCH MINIMUM FROM TENDONS. LOCATE EXISTING TENDONS USING NON-DESTRUCTIVE METHODS PRIOR TO DRILLING. 5. ALL ANCHORS EMBEDDED IN EPDXY ADHESIVE SHALL HAVE CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH THE CODE SECTION 1701.5. 6. EPDXY ANCHORS SHALL NOT BE INSTALLED IN THE UNDERSIDE OF FLOORS OR ROOFS. SPECIAL INSPECTIONS THE FOLLOWING ELEMENTS OF CONSTRUCTION SHALL HAVE CONTINUOUS AND/OR PERIODIC INSPECTION IN A ACCORDANCE WITH SECTION 1701 OF THE CODE AND ANY ADDITIONAL REQUIREMENTS STATED IN THE DRAWINGS OR SPECIFICATIONS . THE INSPECTIONS SHALL BE PERFORMED BY A BUILDING INSPECTOR APPROVED BY THE CITY OF SANTA ANA. 1. ADHESIVE ANCHORS SPECIAL INSPECTION TO BE CONDUCTED BY: SOUTHWEST TESTING & INSPECTION (714) 501-7339 ATTN: ROY LINDSAY. REINFORCING STEEL FOR CONCRETE AND MASONRY) FOUNDATION 1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 1. FOUNDATION DESIGN BASED ON CODE MAXIMUM VALUES, OF THE CODE, ASTM A615, GRADE 60 UNO. DEFORMATIONS SHALL BE IN ACCORDANCE WITH ASTM A-305. 2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO 2. FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION: IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. ALLOWABLE BEARING*= ` 000 psf MAX 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. *VALUES MAY BE INCREASED BY 1 /3 FOR WIND OR SEISMIC LOAD CASES WWF SHALL BE SUPPORTED ON APPROVED CHAIRS. 4. REINFORCING BAR SPLICES SHALL BE MADE AS INDICATED ON THE FOOTINGS SHALL BEAR 014 FIRM NATURAL SOILS. MINIMUM DEPTH OF DRAWINGS. LAP ALL HORIZONTAL BARS AT CORNERS AND FOOTINGS BELOW LOWEST ADJACENT FINAL GRADE SHALL BE 18". INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS. MINIMUM WIDTH OF FOOTI VG SHALL BE 12". 5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN 3• CONTRACTOR TO PROVIDE FOR DE --WATERING OF EXCAVATIONS FROM EITHER THE FINAL IN -PLACE INSPECTION IS MADE. SURFACE WATER, GROUND WATER OR SEEPAGE, IF REQUIRED. 6. WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL 4. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL ENGINEER, IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING E90XX OR CRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO THE RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AWS-D1.4, LATEST REVISION. REINFORCING BARS TO BE WELDED SHALL AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CONFORM TO THE REQUIREMENTS OF ASTM A-706. SAFETY ORDINANCES. 7. BARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL -CURED CONCRETE 5. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR BLOCKS OR APPROVED METAL CHAIRS, PRIOR TO PLACING CONCRETE. SOILS ENGINEER PRIOR TO PLACING THE CONCRETE AND REINFORCING. 8. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "A.C.I. CONTRACTOR TO NOTIFY THE INSPECTOR WHEN INSPECTION OF EXCAVATION MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE IS READY. INSPECTOR TO SUBMIT LETTER OF COMPLIANCE. STRUCTURES", LATEST EDITION. 9. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE 6• ALL EXCAVATIONS SHALL 13E PROPERLY BACKFILLED. DO NOT PLACE PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL BY THE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS STRUCTURAL ENGINEER PRIOR TO FABRICATION IN ACCORDANCE WITH THE ATTAINED FULL DESIGN STRENGTH. CONTRACTORS SHALL BRACE OR PROTECT SPECIFICATIONS AND APPLICABLE CODES. THESE DRAWINGS SHALL BE ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE. ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND 10. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED PRIOR TO INSTALLATION OF SUCH BRACING. PLACEMENT OF CONCRETE. 11. CONTINUOUS INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING 7• FOUNDATIONS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON DRAWINGS. SHOULD SOIL ENCOUNTERED AT THESE DEPTHS NOT BE INSTALLATION OF REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED APPROVED BY THE INSPECTOR OR SOILS ENGINEER, FOUNDATION ELEVATIONS SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND WILL BE ALTERED BY CHANGE ORDER. EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OR REINFORCING STEEL. 8. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA 12. ALL GRADE 60 REINFORCING STEEL SHALL BE CLEARLY MARKED TO SHALL BE MECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH THE DIFFERENTIATE THEM FROM GRADE 40 REINFORCING STEEL IF CONCURRENTLY SOILS REPORT AND APPROVED BY THE SOILS ENGINEER. FLOODING WILL NOT ON SITE. BE PERMITTED. ALL FILLS USED TO SUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE SOILS ENGINEER REPRESENTATIVE PER CODE SECTION 13. CONCRETE PROTECTION FOR REINFORCEMENT 3301, VOLUME I. (i) CAST -IN -PLACE CONCRETE (NON -PRESTRESSED). THE FOLLOWING 9. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED UNLESS NOTED MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: OTHERWISE. NEW FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS. MINIMUM COVER, IN. 10• SLABS ON GRADE SHALL BE SUPPORTED ON NATURAL GRADE OR COMPACTED FILL AS PER THE RECOMMENDATIONS OF THE SOILS REPORT. A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 B. CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 6 THROUGH NO. 18 BAR 2 CONCRETE NO 5 BAR, W31 OR D31 WIRE & SMALLER 1 1/2 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT CODE AND WITH THE PROVISIONS OF ACI 318, LATEST EDITION. WITH GROUND: 2. REINFORCED CONCRETE 15 DESIGNED BY THE "ULTIMATE STRENGTH DESIGN SLABS, WALLS, JOISTS: METHOD". N0, 14 AND NO. 18 BAR 1 1/2 NO. 11 BAR & SMALLER 3/4 3. CONCRETE MIXES SHALL BE DESIGNED BY THE APPROVED TESTING LABORATORY AND APPROVED BY THE STRUCTURAL ENGINEER. THE COMPRESSIVE STRENGTH OF BEAMS, COLUMNS: THE CONCRETE SHALL BE PROPORTIONED BASED ON SECTION 1905 OF THE CODE. PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS 1 1/2 4, SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH AND TYPES: LOCATION IN STRUCTURE STRENGTH DENSITY SLUMP (PSI) (PCF) (INS) WOOD ALL CONCRETE FOOTINGS 2500 150 4 1. ALL STRUCTURAL LUMBER SHALL BE DOUGIAS FIR, VISUALLY GRADED OR MACHINE GRADED UNDER THE STANDARD GRADING RULES, NO. 17 OF THE WEST COAST LUMBER INSPECTION BUREAU. ALL FRAMING MEMBERS SHALL BE AS FOLLOWS: SLAB ON GRADE 2500 150 4 THICKNESS GRADE OTHER NON-STRUCTURAL CONCRETE. 2500 150 4 3" NOM. AND SMALLER GRADE NO. 2 5. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE 11. 4 x OR LARGER BEAMS GRADE NO. 1 UNO 6. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS 4 x 4 AND 3 x 6 POSTS GRADE NO. 2 UNO AND TESTS OF ASTM C-33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. STUDS (20 AND 24) STUD GRADE 7. CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C-94. 2. ALL STRUCTURAL PLYWOOD SHEATHING SHALL BE DOUGLAS FIR STANDARD GRADE 8. PLACEMENT OF CONCRETE SHALL CONFORM TO CODE SECTION 1905 AND STRUCTURAL I WITH EXTERIOR GLUE CONFORMING TO THE LATEST EDITION OF PS 1. PROJECT SPECIFICATIONS. CLEAN AND ROUGHEN TO 1 /4" AMPLITUDE ALL CONCRETE SURFACES AGA" NST WHICH NEW CONCRETE IS TO BE PLACED. ALL PANELS SHALL BEAR LEGIBLE DFPA STAMPS. 9• ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS 3. ALL SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING AND SHALL SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. BE APPROVED BY THE BUILDING INSPECTOR BEFORE COVERING. 4. ALL NAILINGS SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND REGULATIONS. 5. UNLESS OTHERWISE NOTED, ALL WOOD SILL PLATE UNDER BEARING, EXTERIOR OR SHEAR WALLS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE BOLTED TO CONCRETE OR MASONRY WITH 5/8" 0 ANCHOR BOLTS W/ 7" MIN CONCRETE/MASONRY EMBED AT 6'-0" OC BEGINNING AT 9" OC MAX FROM EACH END OF THE PLATES. "RAMSET" 7/32"0 POWDER DRIVEN PINS AT 2'-0" OC MAY BE SUBSTITUTED FOR ANCHOR BOLTS AT INTERIOR NON -SHEAR WALLS ONLY. 6. ALL BOLT HEADS AND NUTS WHICH BEAR AGAINST THE FACE OF WOOD MEMBERS SHALL BE PROVIDED WITH METAL WASHERS. 7. ALL NAILS FOR CONNECTING WOOD MEMBERS SHALL BE COMMON NAILS. MINIMUM NAILING REQUIREMENTS OUTLINED IN TABLE 23-11-B-1 SHALL BE FOLLOWED UNLESS OTHERWISE NOTED. 8. RETIGHTEN BOLTS BEFORE CLOSING -IN. 9. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE ARCHITECT OR STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT. THE APPROVAL 1S SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16" PLYWOOD. IF NAILHFADS PENETRATE THE OUTER PLY MORE THEN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. 10. ALL WOOD HARDWARE CONNECTORS SHALL BE SIMPSON STRONG-T EQUAL. GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION, THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: 1997 UBC & 2001 (CBC) CALIFORNIA AMENDMENTS AND LATEST REVISIONS REFERRED TO HERE AS 'THE CODE", AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES & STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON -BEARING PARTITIONS, SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN. FLOOR AND ROOF FINISHES. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS. 7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 8. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. FOR ANY FURTHER RESTRICTIONS ON OPENINGS IN STRUCTURAL ELEMENTS, SEE APPLICABLE SECTIONS BELOW. 9. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECKING, 10. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 11. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 12. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 13. DESIGN LOADS: LIVE LOADS: ROOF 20 PSF REDUCED TYPICAL FLOORS, EXCLUDES PARTITION 40 PSF REDUCED 14, WIND ANALYSIS PER CHAPTER 16 DIVISION III OF THE CODE Iw= 1.0 (STANDARD STRUCTURE) qs= 12.6 PSF (70 MPH) EXPOSURE= C 16• SEISMIC ANALYSIS PER CHAPTER 16 DIVISION IV OF THE CODE UTILIZING THE STATIC FORCE PROCEDURE. Z = 0.4 (ZONE 4) 1 = 1.0 (STANDARD STRUCTURE) f = 1.0 Na= 1.0 Ny = 1.0 R= 5.5 CV= .64 Ca= .44 110= 2.8 SHEET INDEX S1.O GENERAL NOTES S2.0 FOUNDATION PLAN S3.0 ROOF FRAMING PLAN S4.0 TYPICAL CONCRETE DETAILS S4.1 CONCRETE DETAILS S5.0 TYPICAL WOOD DETAILS S5.1 TYPICAL WOOD DETAILS S5.2 WOOD DETAILS J -1 Issuance / Revisions No. Date Description Q 8-18-05 Plan Check Corrections Project Name R a llfilgw PtSIDtn(f AT Hi r%.O L r%.a P fLok)fl 14 902 WEST PIM, NO& DINVIE AM ffit. CflflfORlllfl 92706 Surveyor G & G Engineering, Inc. 1855 W. Katello Avenue, Suite 225 Orange, California 92867 Ph 714.997.0640 Fax 714.997.0670 Contact Andrew Grechuto Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM Drawing Description GENERAL NOTES Project No. Sheet No. 65-018 S1100 Date dd-MS CRAWL SPACE -2x4 F.J. 0 16" OC CRAWL SPACE) iiii1ft'll"MikWell 1. FOR GENERAL NOTES SEE SHEET Sl.O. 2. FOR TYPICAL CONCRETE DETAILS SEE SHEET S4.0. 2. FOR TYPICAL WOOD DETAILS SEE SHEET S5.0 AND S5.1. 3. VERIFY ALL DIMENSIONS, ELEVATION, FINISH SURFACE, DRAINS, DEPRESSIONS, CURBS, ETC, WITH DRAWING PRIOR TO START OF CONSTRUCTION. 4. d INDICATES HOLDOWN PER DETAIL 5. X#—X" NDICATES LENGTH OF SHEAR WALL. INDICATES PLYWOOD SHEAR WALL, SEE 1/S5.0. FOR SCHEDULE. 6. TYPICAL FLOOR SHEATHI G SH BE: 5/8- STRUCT I PLYWOOD W/ 10d 6,6, SPAN RATING = 32/16. Al 7. INDICATES NEW WALL. 8. --------INDICATES EXISTING WALL, 9. ANCHOR BOLTS SHALL BE A MINIMUM OR A 5/8"0 A.B. W/ 7" MIN, EMBED, SPACED 0 6'-0" o.c. MAX, 9" MAX FROM END OF SILL PLATE. SEE SHEARWALL SCHEDULE 1/S5.0 FOR ADDITIONAL REQUIREMENTS. 10. ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE 0 WASHER UNDER EACH NUT; AND THE NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. PLATE WASHERS, A MINIMUM OF 2"x2V/16" SHALL BE USED ON EACH BOLT. rl (e) ro 'utQ£�p� S�9 - + ey 53 CRAWL SPACE SCAM 1/4, - 114, "now THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY Of THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT Of AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description ,& 0*45 MA McORUSMions Project Name flflhDTC)n PtSIDtn(t fLOPfiL PflPK 902 W5T Wfwr%an DQ119 ­;li ­ ll:i:llr�r'l• Surveyor G & G Engineering, Inc. 1855 W. Katella Avenue, Suite 225 Orange, California 92867 Ph 714.997.0640 Fax 714.997.0670 Contact Andrew Grechuta Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM Drawing Description FC}UNDATION PLAN Project No. Sheet No. OS-029 S2,oO Date 9-30-OS 4 +tK ©c, ,`L6 T r 4x4 4400 +�t' rye` ' N M ^ Cr_CO-)4 a '� d 't 2x4 CJ 0 11 24 OC / / CV N ( I '/'/ DBL x8 Sr --- -- -- 4x4 f'. I 44 u KP �4�`� i 1 Li 44 ,,o I 1 0 z n KP p+ 11 M 0 4 I I 2x6 RR C 24" OC¢ , 4x6 1 I X N �`}� x RR f 2x4 RR 0 24" OC l( ' --IT-N 24" OCI `�' _ _ 1► - - _ _ 1 ' _ 4x8 __ -1 _ I _ 4x4 X Li I II # 1I UJ I 2x6 CJ I f Ft � 0 24" 0 ; r 2x4 RR CAD 24" OC ri I X I I \V" 44 KP 3 40 C I 4x4 4x4 - _ - - - - fir- I I I U MSTC28 STRAP n 0 NEW —TO —EXIST II f 1{ I I -A 00 55.1 f I fI 5 �2- 1 46 4 II 0 55.1 II l I ® <o> I ! aQ / v X cINI X 24"`OC I 46 � , N I f I - - f _ - I N 244 CR 0 CV (IV �$ p r ® 'C ' k '� tt 4x4 r r O A xBRR(�24 � t r OC cu r t tij tttt 24" ® kP �'�CO `r rV 9) RR z r J .92 CO t if Pr 4 if 155 4 ~ ? 4 ✓. , �'_- — — -L I CO 4x4 c �A 2x4 RR 0 2 rr rr , Yr r, r sr� \ Y \J �X / V 4x4 -1 i I } r IL- --- 1. FOR GENERAL NOTES SEE SHEET S1.O. 2. FOR TYPICAL WOOD DETAILS SEE SHEET S5.0 AND S5.1. 3. VERIFY ALL DIMENSIONS, ELEVATION, FINISH SURFACE, DRAINS, DEPRESSIONS, CURBS, ETC, WITH DRAWING PRIOR TO START OF CONSTRUCTION, HD � 4. I�%INDICATES HOLDOWN PER DETAIL 5. INDICATES JOIST SPAN DIRECTION. 6. TYPICAL ROOF SHEATHING SHALL BE: 1/2" STRUCT I PLYWOOD W/ 8d 0 6,6,12 BLOCKED. 7. _ - _ - = INDICATES NEW WALL BELOW. 8. = INDICATES EXISTING WALL BELOW. 9. INDICATES OVER FRAMING PER DETAIL 8/S5.1. 10. RAFTER TIES SPACED 4' (MAX) ON CENTER ARE REQUIRED A IMMEDIATELY ABOVE CELING JOISTS WHICH ARE NOT PARALLEL TO THE RAFTERS, \;\ { I < a 4x6 A �rF t" OC +b'If ?)(6 6 7 6 � CJ � CJ �vt � o+� �' R 4++ •p 4x4 0Oc t -J �' t S5,2 7-7 •,�-J C r r \ \ .\\z r 24 r %K pl i x10 HIP +Q +� 4x 10 ALL +apt,' tK r U U t1 ��! ' J \ \ `L � K � * � `� 0 p��+r dX- dX- a dX- C x6 C CAD r , 24" C n4x - _ 4 T J 746 �® CCh � � Q Z >� o z 1*J R" O"OF FRAMING PLAN scfc. 1/4- - i•-o• ABOVE DRAWINGS, 5*-(,?-ATIONS, 05E 6, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND yy .tAUL REMAIN ME PROPS: THE ARCHITECT. NO MART THEREOF SHAD. BE REPRODUCED, COPIED, ADAPTED, l DISCLOSED, DISTRIBUTED, F:IBUSHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATIOrr TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description A8-18-05 Plan Check Corrections Project Name flflhpTon r%r.n(f PtSIUL .air Hi f*%.OPK fLOPfl L 14 902 WEST MONO DN"Yof AM finflo, CU"O"M 9271 • r° • ' °r rr 111j1111i\\lCl\\ti��} { Surveyor G & G Engineering, Inc. 1855 W. Katella Avenue, Suite 225 Orange, California 92867 Ph 714.997.0640 Fax 714.997.0670 Contact Andrew Grechuta Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM tlflll"th Drawing Description ROOF FRAMING PLAN Project No. Sheet No. as-oza S3,00 Date tK-*Os E a ( 66 (1 ) 3 COKIT W I 1'-6' BEI` 1'-6"X1'- @ CORNEF #3 @ 18" GREATER THAN 8"� w� y r � r i � �► w • r •w! i s • 1 IFT A � L r w r I♦ �. s III AB THRU TREATED 2x SILL PLATE PER LESS 31/2" MIN SHEARWALL SCHEDULE ;URB WIDTH > REQUIRED} EN PER SHEARWALL " MIN OR SCHEDULE REQUIRED )P OF SLAB FINISH GRADE 'P (2) #3 CONT W/ o 1 -6 BENDS OR 1'-6"X1'-6" DWLS N @ CORNERS WALL STUDS PER PLAN FIRST POUR AND SHEARWALL SCHEDULE DETAIL S5 FOOTING REINF 10 PER PLANS --, CONCRETE CURB PER SLAB ON GRADE PER PLAN--. (1) #4 CONT SECOND POUR LAP SPLICE �• r I T& B P L A N z NOTE WHERE CONTINUOUS FOOTING IS UNDER A WALL, LOCATE 1'--0» CONSTRUCTION JOINT AT 1 /4 OF THE CLEAR OPENING CRAQF / • !1 i • r•# i � r S • r NEI r r WALL STUDS SEE PLAN & SHEARWALL SCHEDULE EN PER SHEARWALL SILL NAIL PER SCHEDULE SHEARWALL SCHEDULE FLOOR BN SHEATHING 75 x Ab A35 PER PER PLAN FOOTING TOP 12" MIN SHEARWALL SCHEDULE FLOOR JOIST BARS WHERE D 2 x S @ 32" OC MAX PER PLAN OCCURS (TYP) WHERE ADJACENT SHEARWALL EN WALL OCCURS s � � 2' -0' �� �i #4 @ 24" OC • �I I I� ,4 I t� `!I i I� _17 =1 REINF TO MATCH _ _ =1 _ _ #4 SLAB I [~I I { �1-111-1 I I 1=1! {= I-1�1-E, `- °' �, SIZE AND SPACING REINF TO MATCH 11-111111-III- DOWELS @ " 12 OC u' � OF FOOTING BOTTOM SIZE AND SPACING _ I � BARS 60 x Ab OF FOOTING TOP `r`l #4 CONT TOP 2 r- 12" MIN BARS WHERE OCCURS 135' HOOK BAR SIZE D' #3 1 /2 #4 2I, #5 2 1/ , TIES & STIRRUPS HOOKS ONLY 4db MIN OR 12 "C7 CV 180' HOOK 90« HOOK STANDARD HOOKS 2 012 PON' ! r, r rir r • r � ©MI� ♦ . !fit} AI '1!# yi i 'i i r • » & BOT @ 1$" OC - 00 2 x S 12 (TYP} (TYP) (2) #4 CONT ALTERNATE ALT BEND ry I DOWELS DIRECTION SEE PLAN A b = BAR AREA S = 1'-6" MAX D = DEPTH OF FTG CONCRETE STAIRS ON GRADE `� TYPICAL EXTERIOR STEM ALL FOUNDATION$ STEPPED FOOTI D iAiL TYPICAL SLAB ON GRADE � EN PER SHEARWALL---. SCHEDULE l • � 1 • 1 • i z FINISH GRADE ---,.co lei #4 @ 24" OC i r r 1 1 • • r / •lt• r #4 CONT TOP & BOT @ 18" OC ALT BEND ry DIRECTION or SEE PLAN 1 ! an r • ' r #4 @ 24" OC CO Z_ .I :2 00 #4 CONT TOP & BOT @ 18" OC ALT BEND of DIRECTION C%r-c MI AAi � U TOOLED EDGE --� FINISH SURFACE GRID SEE PL4N #4 CONT cn TOP & BOT w Z -- #4 DWLS @ 16" U 1 1 0-6» _ F-- J2 1/8" PREMOLDED STRIP FILL W I$" SAW -CUT 1 1/2" WIDE BREAK BOND � JOINT SEALER m CONTINUOUS COMPOUND CURINGITH . FORMED KEY ► � TOP OF SLAB (n I.1",71 ,,I I ={ 11=-I { 1=111- II I LLI III _ III L III SEE PLAN UJ Z ".ill-;��{ �T ,III , _,Ill ,111 UJ CONSTRUCTION JOINT FORMED JOINT SAW -CUT JOINT NOTES: 1. CONTROL JOINTS TO BE LOCATED AT COLUMN CENTER LINES AND AT 20'-0" OC MAX AND EVERY 400 SQUARE FEET. 2. IF SAW -CUT CONTROL JOINT TO BE USED, SAW -CUT WITHIN 24 HOURS OF POUR. 3. CONSTRUCTION JOINT TO BE LOCATED AS PER NOTES #1 AND #2 UNLESS SPECIFICALLY INDICATED ON PLANS. THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHAD. BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description i\ 8-18-05 Plan Check Corrections Project Name flfihpTon Ptsil)tn(tr%I Consultants Structural Engineer 0 �4 Canfield Consulting Engineers /�Gy 205 North Main Street < � Santa Ana, California 92701 too, 63595 Ph 714.647.9848 Up. 9/30lO6 Fox 714.922.1271 Contact Jeff Canfield d� .. CIVIL.. ATE` OF Surveyor G & G Engineering, Inc. 1855 W. Katello Avenue, Suite 225 Orange, California 92867 Ph 714.997.0640 Fox 714.997.0670 Contact Andrew Grechuto Architect 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT Project No. Sheet No. S490 G3-Q28 CONTROL JOINTS3 Date X-M-0 NEW EXIST SHEARWALL PER PLAN - & SCHEDULE FOR INFO NOT SHOWN SEE DETAIL 12 ROOF SHT'G 54.0 PER PLAN T=z 2x BLK'G N I , , I t 1 a - i0 8 O ^I #4 ® 24" OC I �T= I I • EN f�=T= r I 1 A35 0 16"OC #4 T&B & 0 ON GRADE _ _ - PERSLAPLAN TYP UNO 18" OC VERT TT�i i i=� I —�-DRILL & EPDXY #3 ' DOWELS ® 18" OC T&B io _Z SHEAR WALL ^I � '� (i=1 i l R PER PLAN 2 -1 1 UL MATCH % fi U #4 CONT T&B _ BOTT OF 1'-6" & AT 18" OC VERT EXISTING FOR 1I'4FO NOT SHOWN SEE DETAIL QS4O SHEAR TRANSFER AT ROOF 7 THICKENED STEM W,1�LL. FOOT DETAIL AT GARAGE 1 2x SOLID BLOCKING @ 4'-0" OC (2) 16d (4) 16d EACH E AND BN CH SIDE 2X BLKG USE 3X EA LAP JOIST 8d TOP BLKG WHERE WALL A35 0 24 " 1 -0 2x BLKNG =� M= IS DOUBL SIDED BN (N) FLOOR FRAMING + + + A35 PER — -`' JOIST - - - PC �-- --4x PURLIN PER PLAN SHEAR WALL PER PLAN SCHEDULE ; N LTP4 PER SHEARWALL (E) FRAMING co I AB +``'�-4x4 EN SCHEDULE (ALT TO A35 (N) STEAM WALL `a WHEN WALL IS SINGLE ; DOUBLE 2x R SIDED) fi t° T F-11 11 iL i SHEATHINGP (E) STEM WALL ~' #3 DRILL & EPDXY �= o WHERE OCCURS WALL STUDS SEE PLANS INTO EXIST T&B & SHEARWALL SCHEDULE W/ 6" EMBED r % (2) #4 EW BOTT 4 ® ;�v __ 1'--6" SQR INT SHEARWALL AT PARALLEL ROOF JOIST FRAWNG 8 NEW TO EXIST STEM WALL CRAWL SPACE FOOTING f 2 Al NEW EXIST (4) 16d LAP JOIST (N) FLR JOISTS TO MATCH (E) DEPTH SHEARWALL BN 1'-0" PER PLAN -- & SCHEDULE 2x BLKNG W/ 16d 0 BN SPACING + i L - L+ + I I_ • N) FLR JOISTS _ TO MATCH (E) DEPTH A N FLR GIRDER "W" HNGR E STEM WALL _ BELOW FLR JOISTS. TYP ��!!-I I_ } i ! I I _1'�'i ) I I d _ _ 00 NOTE: NOTE: _._ FOR INFO NOT SHOWN FOR INFO NOT SHOWN SEE DETAIL 3 SEE DETAIL 12 .. S4.0 S4.0 lip NEW-TO-EXIS CONN CRAWL SPACE EXTENSION3 THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description A8-18-05 Plan Check Corrections Project Name AT fli f LOPfiL PfiP 902 MY DMOPARD P I WEIL Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street I - 0 . Santa Ana, California 92701 a; No, 6359 a Ph 714.647.9848 * , Up. 9/30/06 Fax 714.922.1271 Contact Jeff Canfield 9rr CIVIL��u'��� Surveyor G & G Engineering, Inc. 1855 W. Katello Avenue, Suite 225 ©range, California 92867 Ph 714.997.0640 Fax 714.997.0670 Contact Andrew Grechuto Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 W W W.JGARTN ER.COM Drawing Description % DETAILS Project No. Sheet No. 05-028 S41 Date 06-30-05 ra A, 2x BLOCKING CAD 4'-0" HEIGHT W/ j (2) 16d TOENAIL EACH END ----- rWit, OR SHEATHING I I (2)16d FACENAIL OR 3" MIN (2) 8d TOENAIL EACH 9" MAX 16d FACENAIL SIDE OF STUD @ 18" OC MULTIPLE STUD FULL LENGTH 2x BLOCKING @ h HEIGHT (8$-0" MA W/ (2) 16d TOEN EACH END ----- 3x SILL PL, USE 3x PRESSURE TREATED SILL PLATE 0 EXT WALL TOP OF SLAB OR SHEATHIN (2)16d ENDNAIL OR • • A A rri RAIN PI ATP CPI IPP Ed i 1 • r • ! � i• i i i •A (2)16d FACENAIL STUD TO HEADER EACH END I NOTE: 1. HEADERS, KINGSTUDS AND OTHER REFERENCES ON PLAN GOVERN OVER TYPICAL DETAIL. 2. INSTALL 1 x6 DIAGONAL LET -IN BRACE AT 25'--0" AND AT EACH END IN ALL WALLS NOT PLYWOOD SHEATHED, MAXIMUM SLOPE OF DIAGONAL SHALL BE 2 VERTICAL TO 1 HORIZONTAL. 3. NAIL SILL PLATE TO WOOD FRAMED FLOORS WITH 16d Q 12" OC TO BLOCKING BELOW SHEATHING. 0.145" 0 POWDER DRIVEN ANCHOR W/13/8" WASHER AND 1" EMBEDMENT AT 24" OC AND 6" FROM END OF PLATE (SEE NOTE 3) ri r NOTE: 1. HEADERS, KINGSTUDS AND OTHER REFERENCES ON PLAN GOVERN OVER TYPICAL DETAIL. 2. INSTALL 1 x6 DIAGONAL LET -IN BRACE AT 25'--0" AND AT EACH END IN ALL WALLS NOT PLYWOOD SHEATHED, MAXIMUM SLOPE OF DIAGONAL SHALL BE 2 VERTICAL TO 1 HORIZONTAL. 3. NAIL SILL PLATE TO WOOD FRAMED FLOORS WITH 16d Q 12" OC TO BLOCKING BELOW SHEATHING. 0.145" 0 POWDER DRIVEN ANCHOR W/13/8" WASHER AND 1" EMBEDMENT AT 24" OC AND 6" FROM END OF PLATE (SEE NOTE 3) ri r ! i' 1' .r r A r • •� i uresTn .. WALL STUDS & SHEATHING PER SHEARWALL SCNEDULE�� �J EN KING STUD(S) TRIMMER STUD(S) :7 Nq MR ry i @ 12" OC MULTIPLE STUD � r r IS I I INVITAr - ! • ! ♦ ! • r r i i• / i : A • : ! C� • ! ! • •i r i - / PLYWOOD AT DOUBLE DOUBLE HOLDOWN ' SIDED WALL PER PLAN 1 POST PER PLAN EN 16d 0 6" OC FOR 2x STUD 16d ® 12 OC FO ' 2Od ® 6" OC FOR 3x STUD 20d 0 12" OC FOR ' EN " EC` 16d 0 12 0( ri : i ri r r � 3 16d 0 12" OC DOUBLE 2x (MIN) -16d 0 12" OC 16d 0 12" OC J-EN'`-2x OR 3x STUDS EN-" 2x OR 3x STUD (USE 2x PER SHEARWALL SCHED FOR 16d NAILS 3x FOR 20d NAILS INTERSECTION W/ POST INTERSECTION W/O POST PLYWOOD AT DOUBLE SIDED WALL I 1 16d 0 6" OC FOR 2x 20d 0 6" OC FOR 3x (TYP) 2x OR 3x STUD AS REQD (TYP) 16d 0 12" OC EN f--DOUBLE 2x (MIN) CAL POST PER PLAN OUTSIDE CORNER W/ POST OUTSIDE CORNER W/O POST NOTES: 1.—SEE FRAMING PLAN FOR SHEARWALL LOCATIONS, ORIENTATIONS AND SCHEDULE REFERENCES. 2.—ALL STUDS 1 1/2" THK MIN UNO. 6 SHEARWALL INTERSECTION FRAMING CMST14 OVER PLYWOOD IV (2) 1Od NAILS 0 1 /4 TO 3x BLK'G (STRAP L L L NOT REQ'D IF L C 10") 10 10 10 TOP PLATE 17N TO STUDS AT EDGE---------- =; =-1 ---- HDR PER PLAN W/ HUC HGR OF OPENING FOR A >_ I--T 1---1--- DISTANCE L ABOVE & } I } }- � = � OPENING IN SHEARWALL NOT TO BELOW OPENING " } " 1 } "" j I II 11 II I }} II EXCEED 4.5 SQ FT ADD'L FULL HT STUD 3x STUD 0 PLYWOOD 11 11 till 1 II } 11 if 11 till I I CONT EN TO HOLDOWN POST Q 'SPLICES AS REQ'D - � �- - I - _ i - -� �- - -41- -j u g _ _ I'ER SCHEDULE - I I I I _ ► I} SHEATHING " " " ' ► + + " ' }' " II I II }} IIII } II (24" MIN DIMENSION) HOLDOWN POST PER PLAN :3x SOLID BLKG, UNO II } II }} I! I} I111 I I( II I} 4 1 If 111 11 II '.SILL R `SEE SCHED — I I I I I{ I I } fill l l 1 1 1 _ _ STUDS PER PLAN ---Ir--I}----}}---Ir---}r — (16" OC MIN) II 11 II fl IIII I II II 11 I1�1 IIT�lI II11 II 1 + I II 1 1 I 11 tl I! 4 1 1 -----� }, I I " 1 1 I 1 1 1 1 if li I II 11 , IIII II II } I I 1 1 1 1 I }► } I I I I HOLDDOWN PER PLAN, SEE - FINISH FLOOR --, II {I {I I} 1 11 fill II } } } 1 ► } 11 it till I 1_J111_ JL_ Z — SILL NAILS OR ANCHOR BOLTS PER SCHEDULE W/ 2"x2"x 3/16" PLATE WASHERS MARK SHEATHING NAILING ANCHOR BOLTS SILL NAILS (SN) SIMPSON 'A35' 1 ♦ NOTES 2'UNO 6, 7 SHEAR CAPACITY LBS/FT (D B OCKEDUCT I SIDE 1AND�12" FN 3/4" 16d CAA 4" OC ® 16" OC 340 48" OC 2 1/2" STRUCT I ONE 1Od 0 �" EN 3/4" 0 0 SDS 1/4" x 6" " 10 OC 5 510 BLOCKED SIDE AND 12 FN 40" OC 6" OC 1/2" STRUCT I ONE 1Od ® 3" EN 3/4" SDS 1/4" x 6" 8" OC 5 665 L"1 BLOCKED SIDE AND 12" FN 32" OC 0 4" OC 4 1/2" STRUCT I ONE 1Od 0 2" EN 3/4" 0 0 SDS 1/4" x 6" " 6 OC 5 870 BLOCKED SIDE AND 12" FN 24" OC 0 4" OC 1/2" STRUCT I BOTH 1Od 0 t" EN 3l4" 0 0 SDS 1/4" x 6" (fit 10" OC 4 5 ' 1020 BLOCKED SIDES AND 12 FN 20" OC 0 3" OC EACH SIDE 6 1/2" STRUCT I BOTH 1Od 0 3" EN 3/4- 0 CAD 3/8.0 x 8" LAG ® 8" OC 4, 5 1330 BLOCKED SIDES AND 12" FN 16" OC SCREWS 0 4" OC EACH SIDE D 1/2" STRUCT I BOTH 1Od CAD 2" EN 3/4" 0 CAD 3/8"0 x 8" LAG ® 6" OC 4, 5 1740 BLOCKED SIDES AND 12" FN 12 OC SCREWS � 3" OC EACH SIDE NOTES: 1. SEE PLAN FOR LOCATION OF SHEATHED WALLS. 2. PLYWOOD SHALL BE: STRUCT=1 (PIT 24/0) WITH FACE GRAIN HORIZONTAL. 3. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/8". 4. OFFSET PLYWOOD ON BOTH SIDES OF WALL AND USE 3x STUDS & BLOCKING. 5. USE 3x STUDS & 1LOCKING @ ADJACENT PLYWOOD EDGES, STAGGER NAILS. 6. USE 3x SILL PLATE AT PODIUM SLAB OR SLAB ON GRADE FOR ALL SHEARWALLS. 7. USE COMMON NAILS ONLY, BOX NAILS ARE NOT PERMITTED. 8. FOR TYPICAL SHEARWALL INTERSECTIONS, SEE 5 6 SINGLE OR DBL /TRIMMER STUD O6 NUT �yf NUTS I 6 � r �� ice. III 4 a 4 4. tl •A • -- 1 �-- LOWER FTG A WALL END AS REQ D DOOR WINDOW OPNG SILL CONT Q EDGE NAILING (EN) AT PANEL EDGES. HOEDOWN SCHEDULE MODEL NO. SIDE BOLTS "j-I" HOEDOWN ANCHOR BOLT EMBEDM'T HD-2A 2— 5/8"0 MB 4-3/4" SSTB16 12 5/8" HD-5A 2— 3/4"# MB 5-1/4"1 SSTB16 12 5/8" HD-6A 2— 7/ "0 MB 6--1/4" SSTB28 25" HD-8A 3— 7/8"0 MB 6-1/4" SSTB28 25" HD-10A 4-7/8-0 MB 6--1/4" SSTB28 25" HD-14A 4-1 "0 MB 7" 1 "0 AB 36" HD-15 5-1 "0 MB 7" 1-1/4"0 AB 36" THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY Of THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description 8-18-05 Plan Check Corrections Project Name 1' • r r r rrj • � • rr • • • - • by ' G & G Engineering, Inc. 1855 W. Katella Avenue, Suite 225 Orange, California 92867 Ph 714.997.0640 Fax 714.997.0670 Contact Andrew Grechuta Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 W W W.JGARTN ER.COM Drawing Description Project No. Sheet No. S5a0 os-oz8 Date dl6-3t1-05 Ti PLYWOOD, SEE SHEAR WALL EN FROM TOP SCHED (TYP) NOTE: FOR EN & FN SPC'G PLATE TO SILL SEE SHEAR WALL SCHED HIP MEMBER SHEAR WALL PLATE AT KING SEE PLANS ' PERT STUD POSTS SHEAR WALL PER PLAN FOR SIZE WOOD BEAM SPLICE WOOD BEAM BLKG (BEYOND) WHERE REQUIRED SEE PLAN HEADER ; SIMPSON CMST14 CONT OVER PLYW'D AIA BN (2) 16d TOENAILS ACROSS FULL N FRAMING ANCHOR EACH SIDE STRAP RAFTERS EACH SIDE • • •A LENGHT OF SHEAR WITH ST2115 TRIMMER WALL PANEL 4(TYP) ' ii @ 48" OC (UNO) RR EXTEND ADDITIONAL CONNECTOR fl 1 fl 0 3x BLK'G UNDER ' fl I fl fl STRAP AT HDR AND zi Lt SHTG SILL EA SIDE OF . OPN'G TYP (NO PER PLAN PLYW'D SPLICE AT iffl 3x BLKG) SIMPSON "CC" SIMPSON "ECC" fl - OR $$PC" PER PLAN POST PER PLAN PER PLAN RAFTER SECTION PER PLAN NOTE: CRIPPLE STUD A34 2x RIDGE BOARD - WOOD POST 1. FOR ADDITIONAL NAILING, BLOCKING & PLYWOOD DETAILS EA SIDE SEE PLAN SEE TYP SHEAR WALL DETAILS. 3 2. SEE STUD WALL FRAMING DETAILS UNLESS NOTED OTHERWISE. S5'O 4 PLAN 3. FOR WINDOWS 4'--6" SQUARE FEET OR SMALLER SEE S5 O A WITH COLUMN CAP BL BLKG. EA, SIDE W OPEM ETA AMU WAIi HP CONNECTION SECTION AT RIDGE PLATE3 AT 8x BEAM BN HIP E — PER PLAN WOOD BM. SIMPSON "A35" ROOF SHEATHING SEE PLAN EACH SIDE BN---� PER PLAN PLAN STRAP RAFTERS��L TyP• 8d 0 EA WITH ST2115 BN OUTRIGGERS @ 48" OC (UNO) -- —,— SHTG �) 8d ® EA OUTRIGGER HRC PER PLAN s ROOF RAFTER TO RIDGE RIDGE BEAM PER PLAN WOOD POST OR FASCIA PER ARCH EN PER PLAN MULTIPLE STUDS SEE PLAN FLAT 2x4 0 24" OC W/(3)8d0EA �; SHEARWALL PER _ OUTRIGGER PLAN & SCHEDULE NOTCH 2x RIM JOIST 0 EA OUTRIGGER CONNE TION PEDGE R PVkN M RAFTER PER PLAN WITHOUT COLUMN CAP DB PER 1 W/ LSU HANGER (6) 16d TO EACH HIP ELEVATION SMEAR TRANSFER AT RAKE 10 HIP TO RIDGE DETAIL ?' SECTION AT FLUSH FUDGE BEAMBEAM TO POST CONNECTION DETAIL 1 N 2x JOIST PER PLAN A35 PER A35 PER SHEARWALL SHEARWALL SCHEDULE SCHEDULE BN CONT 2x BLOCKING 2x8 BOARD NOTCHED AS BN CONT 2x BLOCKING REQ'D W/ (3) 16d COMMON NAILS ROOF JOIST PER PLAN ROOF SHTG CONT PER ROOF RAFTER FOLLOWING r ROOF JOIST PER PLAN BEAM PER PLAN SHT'G PER PLAN ROOF SHTG BN LINE OF CALIFORNIA FRAMINMG SHT'G PER PLAN LUS HANGER BN _ _ _ _ _ BN UNO ON PLAN EACH SIDE T1"_CALIF FRAMING PER PLAN 2x CEILING JOIST N A35 @ EA JOIST PER PLAN JOIST PER PLAN LTP4 PER (3) 16d LTP4 PER SHEARWALL SCHEDULE FOR TIE CONN SHEARWALL SCHEDULE (ALT TO A35 ON OTHER SIDE) ROOF RAFTER (ALT TO A35 ON OTHER SIDE) WALL STUDS SEE PLANS EN OR TRUSS TOP CHORD WALL STUDS SEE PLANS, EN & SHEARWALL SCHEDULE & SHEARWALL SCHEDULE rr - LUS HANGERJ BEAM PER PLAN UNO ON PLAN - ONE SIDE 3 EXT SHEARWALL COIN TO SLOPED EXISTING CONNECTION TO SLOPED RAFTERS SECTION AT CALIFORNIAFRAMING $ CAL FLUSH FRAMING AT JOISTS2 I THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT, VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description A8-18-05 Plan Check Corrections Project Name Consultants Structural Engineer Canfield Consulting Engineers �% � 205 North Main Street � � fp :r Santa Ana, California 92701 X: No. 63595 Ph 714.647.9848 * Exp. 9/30/06 Fox 714.922.1271 Contact Jeff Canfield sT'�T,E'OF AUF�4�1� . Surveyor G & G Engineering, Inc. 1855 W. Katella Avenue, Suite 225 Orange, California 92867 Ph 714.997.0640 Fax 714.997.0670 Contact Andrew Grechuta Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM Drawing Description WpIrAl %WW WOOD DETAILS Project No. Sheet No. 05-028 S51 Date X-304S INVE 2x NAILER REQ'D 40% MAX , ON TOP AND SIDES STUD WIDTF PER DET. 8 FOR NOTCH 60% MAX. C STUD WIDTH FOR BORE IIW ROOF SHEATHING PER PLAN 2x NAILER TS6x4x 1/4 STUD WIDTIJ H 5/8" MIN. EDG1 DISTANCE -- TYP. ALL STUD` AIM r r r r :!' NON—BRG. STUDS EXT. AND BRG. STUDS NOTES: 1. NOTCHING AND BORING NOT TO 1 1/2 1 1 f 2" OCCUR IN SAME STUD SECTION. " 44 2. NO MORE THAN 2 SUCCESSIVE DOUBLE STUDS MAY HAVE 60% MAX. BORED HOLES. 60% MAX. DIA. OF STUD WIDTH W�1 OWN0�I Lyr� "1, 0 CONNENCTION NAILING 1. JOIST TO SILL OR GIRDER, TOE NAIL 3-8d 2. BRIDGING TO JOIST, TOE NAIL EACH END 2-8d 3. 1 "x6" SUBFLOOR OR LESS TO EACH JOIST, RACE NAIL 2-8d 4. WIDER THAN 1 "x6" 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, FACE NAIL 16d AT 16" Q.C. 7. TOP PLATE TO STUD, END NAIL 2-16d 8. STUD TO SOLE PLATE 4-8d TOE NAIL OR 2-16d END NAIL 9. DOUBLE STUDS, FACE NAIL 16d AT 24" Q.G. 10. DOUBLE TOP PLATES, FACE NAIL 16d AT 16" O.C. 11. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d 12. CONTINUOUS HEADER, TWO PIECES 16d ALONG AT 16" O.C. EACH EDGE 13, CEILING JOISTS TO PLATE, TOE NAIL 3-8d 14. CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d 15. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d 16. CEILING JOISTSTO PARALLEL RAFTERS, FACE NAIL 3-16d 17. RAFTER TO PLATE, TOE NAIL 3-8d 18. 1" BRACE TO EACH STUD & PLATE, FACE. NAIL 2-8d 19. 1 "x8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d 20. WIDER THAN 1 "x8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d 21. BUILT-UP CORNER STUDS 16d AT 24" O.C. 22. BUILT-UP GIRDER AND BEAM 20d AT 32" O.C. AT TOP & BOTTOM & STAGGERED (2) 20d AT ENDS AT EACH SP CE 44 HEADER BELOW O 4 r PLAN VIEW E / r rt • )Tel 0 r a 44 KING POST CONN PER 1 55.1 r L7 l ���� �F HUS412TF HANGER ----- f 0 f/ .100 r 2x STUC AT SHEAR WALL: W/ STUD /20" THRE/ STUD @ 24 0( NOTCH/BORE % OF STUD 2x4 2xfi 25% 7/8" 1 3/8" 33% 1 1 /8" 1 3/4" 40% 1 3/8" 2 1/8" 60% 2" 3 1 /4" 410 HIP HRC44 HANGER CL y) V H61° ,� r i C� a • NOTE, ALL NECESSARY HARDWARE, FOR PANEL INSTALLATION, IS PRE —ATTACHED OR PROVIDED, EXCEPT FOR TEMPLATE AND ANCHOR BOLTS. FULL LENGTH GARAGE HEADER PER DETAILS 5 & 6 REQUIRED MOISTURE CONTENT IS 19% OR LESS AT TIME OF INSTALLATION GARAGE HEADER ROUGH OPENING HEIGHT �. MODEL H CURB W/O SHIM" WITH SHIM* SW22x7x4 6" 7'-0" 7'-0 1/2" 7" 7'-1" 7'-1 1/2" * 1/2" SHIM PROVIDED WITH WALL SILL F .d Z � g a qRu i3 a' �• s: ai ... i, :i• CONCRE1*E DESIGN—-". BY OTHERS GARAGE PORTAL WALL TABLE NUMBER OF NUMBER OF NUMBER OF ASSEMBLED MODEL W (in) H (in) T (in) FASTENERS IN MUDSILL ANCHOR HOLDOWN ANCHOR Wes- WT. SET UP TOP OF WALL BOLTS BOLTS (Ibs) SW22x7x4 22 78 4 10-SDS 1/44 2-51WO 2-SSTB28 95 12" MAX IIN DIA x 12" AB I•'—O" OC VAX UNO PLAN VIEW 2x Iil W/ (4) 16d— PROVIDE1 1 j" x 1/8" W/ (4) 16d ?A SIDE OF NOTCH OR HOLE WHERE NOTCH OR HOLE IS MORE THAN 1 /3 WIDTH OF SILL Ill I.3" MAX FOUNDATION (2) 16d ENT �EN REINF NOT END NAILS PLAN PLAN SHOWN FOR TYP GLARITY-----..,,, SUPPORTING RIDGE „ LSSU410 HANGER SEE SHEET SWO FOR ALLOWABLE OPENINGS OUNTMERSUNK 2V MAX 2x BLKG W/ TYP BORED HOLE (2) 16d . a BM B x NAILER W X W/ 1/2"0 THREADED BM 2 x NAILER W/ 1/270 THREADED A n AB NOTE:. STUD (�3 24" OC STUDS ®24 QC 1'-0" MIN �' �- COND WHERE AB z_ PRESSURE TREAT ALL SILLS BEARING SECTION SECTION BORING INTERFERS WITH STUD ON GONC OR MASONRY TYPICAL WOOD STUD TO STEEL CONNECTION TYP NOTCHING/ OR1,18/13 OLTING OF PLATES a, — _ _ - ! ! THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description 8-18-05 Plan Check Corrections ZAISED FLOOR >TRONG-WALL Project Name flfihpTon • 6 6 • • t r i01 rP: I! r! � � A • r a • 7' $5 FRAMING ANCHOR, 8" OC TOP PLATES (. 7/8" SHIM ONG-WALL TOP PLATES SDS1/4"x6" SCREWS ,iiiiri •• i s Consultants Structural Engineer Canfield Consulting Engineers 205 North Main Street Santa Ana, California 92701 fr. No, 63595 :;V Ph 714.647.9848 Exp. 9/30/06 Fox 714.922.1271 * , Contact Jeff Canfield L�a4�\P TF rIVI CAL F Surveyor G & G Engineering, Inc. 1855 W. Katella Avenue, Suite 225 Orange, California 92867 Ph 714.997.0640 AL Fax 714.997.0670 Contact Andrew Grechuta" a m s� ,lea .mot fi d E ti�`� ":fry i i'Pi C 4'-' a✓' N �- Architect 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWWW.JGARTNER.COM ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT Drawing Description WOOD DETAILS Project No. Sheet No. 05-029 S5.2 3 Date 96-3d 0 „a