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HomeMy WebLinkAbout10148436.pdf0 0 GENERAL + CONSTRUCTION 0 9 I'm 4. 5. 0 P- N ♦ i t :Jf ALL WOW SHALL CONFORM TO ALL APPLICABLE FEDERAL STATE AND LOCAL CODES AND ORDINANCES. NOTHING SHOWN IN THESE D12AWINGS SHALL BE CONSTRUED AS PERMISSION TO VIOLATE ANY OF ! • CALIFORNIA BUILDING i#F- 2001 EDITION S. CALIFORNIA TITLE 24 6432GY REGULATIONS C. CALIF02NIA TITLE 24 TYPE I AND TYPE V BUILDINGS D APPLICABLE FEDERAL STATE COUNTY AND LOCAL ORDINANCES AND STATUES 12EWIREMENTS OF THE CITY OF + + a A F. REQUIREMENTS OF THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, DEPARTMENT OF OCCUPATIONAL Sa— AND HEALTH ADMINISTRATION,+ • A PERMITS THEIRA. THE OMER WILL PAY FOR T14E BUILDING PERMIT AND ANY SEWER, WATER, OR OTHER LOCAL JURISDICTIONAL FEES 012 ASSESSMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH HIS SUB-C�TRACTORS WITH 12EGARD TO PERMITS, FEES AND TEMPORARY AS WELL AS PERMANENT UTILITIES. THE SUB-CONTRACTCeS 94ALL OBTAIN CITY LICENSES AND SUBMIT SAME TO THE JOB SUPERINTENDENT BEFORE STARTING WORK. EACH SUB-CONTIZACTORSHALL PAY F012 ALL FEES AND PERMITS PEOUIRED FOR PORTION OF •• B. THE RAN CI-IECK FEE SHALL BE SECURED AND PAID FOR BY THE OWNER. ALL OTHER PERMITS SHALL 13E TAKEN OUT AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE C. THE CONTRACTOR SHALL 013TAIN PE12MITS FROM T14E STATE OF CALIF012NIA DIVISION OF INDUSTRIAL SAFETY AS REQUIRED AND SHALL COMPLY WITH ALL REQUIQEM13,ITS OF DIVISION. C0NSM=0N DOCUIVIENTS A THE INTENTI%L0F THESE DOCUMENTS 15 TO INCLUDE ALL LABOR, MATERIALS, SERVICES, EQIJIPM34T AND TRANSPORTATION NECESSA12Y FOR THE COMPLETE AND PROPER EXECUTION OF • •K INDICATED ON DRAWINGS ORREASONABLY INFERRM THERE F1209 THE ARC14TECT WILL IN NO WAY BE RESPONSIBLE F012 �IOW THE FIELD WORK IS PERFORMED, SAFETY IN OR ABOUT THE JOB SITF- METHODS OF PERFORMANCE OR TIMELINESS IN THE PERFORMANCE OF THE WORK, IF DISCREPANCY EXISTS BETWEEN PLANS OF DIFFERENT SCALES T14E LA12GM SCALE PLAN SHALL GOVERR SCALES T14E LARGE32 SCALE PLAN SHALL GOVERN. NOTIFY ARCHITECT OF SUCH DISCREPANCY BEFORE PROCEEDING WITH THE WORK. r♦ + » #tom► .r #• # '+r + •. : # w a •w• a aR 1 :• .. ! ',r• !• A i• ! +• It a a/ #• r + • A: '"r ''rr !• • # •' t ! •A !• .r •R # Fr +r + �` Ara � + + • 'i�• '»': !/itr •• , t !'• �' + \ + �`i!' • • it ! + • •' »'it • • ` • ! •'G�tR '• i• • • '.i i'w a !' i• '•! '"i!• �: Itii!" + Ir �••"• :'w !'• 'rllr:.ai !: r • • A • • • i• � ',t !7 • a A A � A # r is a ♦ ' / •• :ai iri Wilt •r •Y • •, ,,� • • ♦ • +• t • • + + a• •r + is ,?�• ! a ,:• a a•r • iw ! ar ! • /' ! A j + •4i• + -'nth • a •r + •• a A it r ••• tit • i:ba.• • T14E INTENTION OF THE DOCUMENTS 15 TO INCLUDE ALL LABOR, MATERIALS / EQUIRVIENT AND TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER 5MITION OF THE WORK. 8. :S NO SUBSTITUTION SHALL BE MADE WITHOUT THE OWNERS APPROVAL • HANG THE OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING ADDING TO OR DEDUCTING FROM ••K, THE CONTRACTADJUSTED ACCORDINGLY. iscope ALL • a #.r,, SHALL FLRNIS14ALL +»•• EOUIPMENT,+ • + AND PERFORM ALL •• NECESSARY, REASONABLY IN19MED 012 REQUIRED Y ANY CODE WITH JURISDICTION, • • • • • OF • • • r • • AND PROPERLY FINISHwi JOB. D PATCHING ALI TRADES SHALL DO THEIR OWN CUTTING, FITTING, PATCHING, ETC. TO MAKE THE SEVERAL PARTS COME TOGETHER PROPE12LY AND FIT IT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER TRADES. IZ CLEANING THE CONTRACTOR SHALL CLEAN4P, REMOVE AND DISPOSE IN A LEGAL MANNER ALL DEBRIS AND WASUE ATTRIBUTED TO T14E JOB A. ROOF INSULATION SHALL BE 12ATED FIBERGLASS BATTS BETWEEN BOTTOM CHORDS OF TRUS* OR BETWEEN ROOF JOISTS PER TITLE 24 REQUIREMENTS. B. RATED FIBERGLASS INSULATION SHALL LIKEWISE BE P12OVIDED AT THE 60921OR STUD WALLS BETWEEN STUDS PER TITLE 24 REQUIREMENTS. C. REFE12 To ENERGY CONSERVATION '• AND MANDATORY MEASURES• • ADDITIONAL INSULATION NOTES AND REQUIREMENTS. rra ENERGY CONSERVATION + IDEAS,THEABOVE DRAWINGS, SPECIFICATIONS, t.. ! THEREBYAREAND CONSTITUTESHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHAII 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 •NCLUSIVE EVIDENCE OF OF • SHALL MEET ALL REQUIREM6,TTS OF APPLIANCE EFFICIENCY STANDARDS AND BEE CERTIFIED E CALIF012NIA ENERGY COMMISSION. SHALLZ FUTURE THERMOSTATS SHALL BE EQUIPPED WITH AUTOMATIC SETBACK, WHICH OCCUPANT CAN PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT TWICE IN 24 HOURS. 3EWIPMENT WHICH REOUIRES PREVENTIVE MAINTENANCE TO MAINTAIN EFFICIENT OPERATION • :d WIT14 COMPLE71ENECESSARY + A ME IWID12MATION 4. ALL FUTURE FAN SYSTEIVIS EXHAUSTING AIR TO OUTSIDE SHALL BE P12OVIDED WITH BACKDRAFT DAMPERS. 5, ALL FUTURE TRANSVERSE DUCT, PLO", AND FITTING JOINTS SHALL BE SEALED WIT14 PRESSU12E SENSITIVE TAPE OR MASTIC TO PREVENT A112 LOSS AND SHALL BE INSULATED. • ALL a + •E# WINDOWS AND SLIDING GLASS D0012S SHALLE ANSI AIR FILTRATION + 'i + • i AND SHALL CERTIFIED AND LABELED 7. ALL SWINGING D0012S AND WINDOWS LEADING TO UNCONDITIONED AREAS SHALL BE FULLY WEATHIiRSTRIPPED. 8, FUTURE STORAGE TYPE WATER HF-ATE32S SHALL BE EXTERNWLY WRAPPED WITH R 12 INSULATION OR GREATER. 9. THE FIVE FEET OF PIPE CLOSEST TO THE WATER HEATER, OF ANY, IF OUTSIDE CONDITIONED SPACE, + INSULATED + • •a ♦aCONDENSATION • • A . AND RECIRCULATING H• . E• PIPING OUTSIDE THE 13LJILDINGENVELOPE SHALL♦ + :# !, LAAFS USED IN LUMINARIES•• GENERAL LIGHTING• • SHALL + AN EFFICIENCY OF i THAN ii b PER WATT. 11. FUTURE SkOWERHEAD AND FAUCETS SHALL BEE EQUIPPED WITH FLOW RESTRICTORS AS OUTLINED IN THE APPLIANCE EffICIENCY STANDARDSAND SHALL BE as• it BY CALIF012NIA ENERGY COMMISSION. IZ INSULATION USED SHALL COMPLYa • • + OUALITY STANDARDS. 13. AFTER INSTALLING INSKLATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER ANDTHE BUILDER STATING T14AT THE INSTALLATION CONFORMS TO THE REQUIREMENTS OF TITLE 24, PART Z AND T14AT THE INSTALLATION • •f REQUIREMENTS OF • CERTIFICATE SHALL STATE. A •E NAME AND MATERIAL IDENTIFICATION,♦ A rt • a AND (IN APPLICATION OF LOOSE FIH INSULATION THE IVIINIUIVIUM INSTALLED WEIGHT PER SOUARE FOOT CONSISTENT WITH T14E MANUFACTURERS LABELED DENSITY F012 tr► •id • VALUE 14, FOR INFILTRATION CONTROL ALL OPENINGS AND PENETRATIONS MUST BE CAULKED AND SEALED, SUCI-I AS AROUND WINDOWS, AT SOLE PLATES AND OPENINGS FOR UTILITY PIPES AND W02ES STATE15. THE OF + •• + ENERGY • Er + •N STANDARD SECTIONS OF OF CALIFORNIA ADMINISTRATIVE CODE 14AVE BEEN REVIEWED AND T14E DESIGN SUBMITTED SUBSTANTIALLY CONFORMS TO THE ENERGY REGULATIONS FOR NON-RESIDENTIAL AND RESIDENTIAL BUILDINGS. W u No. Date Description 01.05.05 PLAN REVIEW Project Name PtSIDtM(t fLopfiL PflpN Consultants Structural Engineer Langston & Associates 1810 E. 16th St. Santa Ana, California 92701 Ph 714.836.8655 Fox 714.836.8087 Contact Jim Langston Mechanical J Plumbing Engineer Electrical Engineer Surveyor G & G Engineering, Inc. 1855 W. Katella Avenue Suite 225 Orange, California 92867 Ph 714,997.0640 Fax 714.997.0670 Contact Andrew Grechuto Architect ARCHITECTURE PLANNING 1 INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 ,p ARCS Ph 714.560.9210 Fax 714.560.9212 AV� WWW.JGARTNER.COM +a �, Al C17450� REN.11-34-05. ag CA -,.A Drawing Description GENERAL NO'"IrES Project No. Sheet No. 2004 - SANTA ANA GN*1 0 0 0 Date 01.28.05 THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REFIRE! SHALL REMAIN THE PROPERTY OF THE ARCHITECT, NO PART THEREOF SHALL BE REPROI DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRIT APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRA+A SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE Of THESE RESTRICTIONS. LITTER1. PLACE TRAS14 CANS AND 12ECYCLM RECEPTACLES AROUND THE SITE TO MINIMIZE CLEAN + LEAKS,• AND OTHER SPILLS IMMEDIATELY! THEY DO NOT CONTAMINATE SOIL 012 GROUNDWATER OR LEAVE 12ESIDLE ON PAVED SURFACES. USE DRY CLEAN-UP METHODS WHENIEVER POSSIBLE. I F WATER MUST BE USED, USE JUST ENOUGH TO QwCi DUST DOWN. ! ..• ! !r A a It i• �a ••• PROPERLY. CHECK TOILETS FREOUENTLY FOR LEAKS. DO NOT BURY WASTE MATE121ALS OR LEAVE THEM IN THE STREff. WHIN CLEANING UP AFTER DRIVEWAY 012 SIDEWALK CONISTRUCTION, WAS14 FINES INTO DIRT AREAS, NOTDOWN THE D121VEWAY OR INTO THE •EOR STORM bra A FOR LOCATION #1-- CONCRETE CURBS,PLANITING AREAS, • a PAVING, WALKWAYS,a Ti EWAIN61ON JOINTS REFfR TO CIVIL DRAWINGS. FOR PAVING REQUIREIVIENITS AND SITE W012K FINISH SURFACE ELEVATIONS. TO CIVIL DRAWINGS. GENERAL CONTRACTOR •ES"• b FOR ALL SITE IMPROVEMIMS WORK.THE LIMIT OF ANY +"7i •• DAMAGED bit OUTSIDE CONDITIONS. a a � A ` • •'at A EXISTINGIIEW DRIVEWAY •) DRIVEWAY APRON TO REMAIN. Q EXISTING CONCRETE SIDEWALKi REMAIN. © EXISTING UTILITY POLE TO REMAIN. 4 EXISTING LANDSCAPE TREES TO REMAIN. 6 EXISTING a S ate, • :V TO PEMAIR © EXISTING CONCRETE CL12B AND GUTTER TO REMAIR CONCRETE8 EXISTING LANDSCAPE CL12B" TO QWAIR 9 EXISTING WATER METER TO • i CONCRETE10 EXISTING ADJACENT BUILDING STRUCTURE 11 EXISTING WROUGHT IRON GATE AND MASONRY WALL TO REMAIN. L U2 EXISTING MASONRY WALL TO BE REMOVED. GENERAL CONTRACTOR SHALL FIRD VERIFY EXTENT OF DEMOLITION TO PROVIDE CLEARANCE FOR NEW EXPANSION EXISTING MASONRY LOW PLANTER WALL TO HE RIEMOVED. EXISTING RELOCATED AIR CONDITIONING UNIT. GENERAL CONTRACTOR TO PROVIDE 'AD EXISTING AIR CONDITIONING UNIT TO BE REMOVED AND RELOCATED. PROPERTYSETBACKPER SURVEY fir• ElNEW CONCRETE MASONRY PILASTER AND WALL TO MATCH EXISTING IN COLOR AND TEXTURE GENERAL CONTRACTOR SHALL FIELD VERIFY. EXISTING aM PAVERS T1 BE 12EMOVED REPLACE + ! ! ♦ COLOR • :! TEXTURE PER LANDSCAPE DRAWINGS EXISTING EIRICK PAVERS TO BE REPLACE AND / OR REPA112 AS REQUIREI) TO LANDSCAPE DRAWINGS FOR SPECIF9CATM. EXISTING CONCRETE STEPS AND BRICK PAVERS TO BE REMOVM REFER TO LANDSCAPE DRAWINGS FOR SPECIFICATIONS. NEW CONCRETE MASONRY LOW PLANTER WALL REFER TO LANDSCAPE DRAWINGS FOR SPECIFICATIONS. EXISTING WATER LATERAL GENERAL CONTRACTOR TO VERIFY POINT OF CONeCTION. Issuance / Revisions No. Date Description 01.05.05 PLAN REVIEW Project Name Consultants Structural Engineer Langston & Associates 1810 E. 16th St. Santa Ana, California 92701 Ph 714.836.8655 Fax 714.836.8087 Contact Jim Langston Mechanical / Plumbing Engineer Electrical Engineer Surveyor G & G Engineering, Inc. 1855 W. Katello Avenue Suite 225 Orange, California 92867 Ph 714.997.0640 Fax 714.997.0670 Contact Andrew Grechuta Architect via •rI ARCHITE� PLANNIN PROJECT R THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRE! SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPROI DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRIT APPROPRIATE COMPENSATION TO THE ARCHITECT, VISUAL CONTACT WITH THE ABOVE DRAM SHALL CONSI TUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions . .i• ! Nf ! r . ! • - r r it • • + r r'• a + "r i :' !' Ca * " • 4i :• ► • • *" • •. a a ! "wr �:r a a ^ a * � ♦ it + * r MINOR • sr ` � - PE(r=IVM BY WORK OF OTHER TRADES ii i* . ♦' • + • * • FIELD VE32IFY ANY • it ALL is • • AND EXTE21OR RIMING TO BE REUSED. CAP -OFF ANY AND ALL RIMING NOT LISM. REMOVIED. EXISTING WINDOW / WINDOW FRAME ASSEMBLY TO EIE REMOVED. EXISTING INTERIOR NON -SEARING 2X WALLASSEM&Y TO EIE • i • :r 12EMOVE EXISTING INTERIOR DOOR AND DOOR FRAME EXISTING WALK-IN CLOSET TO BE REMOVED. EXISTING SI-ELF AND POLE TO BE REMOVED. REMOVE ENISTING FLOOR FINIS14ES WHERE APPLICAaE ( VERIFY IN FELD). REMOVE WALL FINISHES TO FACE OF STLX) 1E) BALDING FINISH TO REMAIN. WALL FINIS14 TO REMAIN. E••*: r O EIE REMOVED EXISTING PATIO ROOF TO BE REMOVED AS PEQLJI12ED 0 DEMOLITION FLOOR PLAN WALL LEGEND EXISTING WALL TO 12EMAIN REMOVE EXISTING+ No. Date Description 01,05.05 PLAN REVIEW Project Name + bflpbtp PtSIDtn(t 1 i FLU Pfi L Pfi I)Fi Consultants Structural Engineer Langston & Associates 1810 E. l6th St. Santa Ana, California 92701 Ph 714.836.8655 Fax 714.836.8087 Contact Jim Langston Mechanical / Plumbing Engineer Electrical Engineer 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 ARCMITE, PLANNIN PROJEC1 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210R . Fax 714.560.9212 llclr�'14�1 WWW.JGARTNER.COM , REN.11- \�F C Drawing Description DEMOLITION F1^ LvOR PLAN Project No. Sheet No. 2004 - SANTA ANA A2,,( Date 01.28.05 11 11 ALL FLOOR PLAN DIMENSIONS Al2E RFIE RIENCM TO FACE OF STUD LINLESS OTHERWIS-� !*TED. OAKI 'Ilk 1 NE"[W I E XW E W 11 -am 1;X111 NN LOW, [I pipgRim % 2; kI 11111119511 2NI 'A *W 2X4 INTWICQ WOOD STUI) WALL AT 16 ON CENTER 4W WALL PL.ASTER TO MATCH EXISTING NEW 2X6 INTERIOR WOOI) STW WALL AT 16 ON CENTER WALL PLASTER TO MATCH EXISTING 6W — — — — — — — LIMITS OF SCOPE OF WORK N n --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 01.05-05 PLAN REVIEW Project Name " a a 10 Iflullm Consultants Structural Engineer Langston & Associates 1810 E. 1 6th St. Santa Ana, California 92701 Ph 714.836.8655 Fax 714.836.8087 Contact Jim Langston Mechanical / Plumbing Engineer Electrical Engineer Surveyor G & G Engineering, Inc. 1855 W. Katella 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 IFP -" C-, Ph 714.560.9210 4�P VL - G Fax 714.560.9212 ,y 4Z, WWW.JGARTNER.COM 'A C17450 7 RENA -30-05 0 Drawing Description ARCH ITEk.T FLOOR PLAN Project No. Sheet No. 2004 - SANTA ANA A3*0 H 11 H ro M1 H H ALL FLOOR R.4N DIM13SISIONS ARE REF52ENCED TO FACE OF STUD. UNLESS OTHERWISE NOTED. FIELD VERIFY ALJ- AND ANY EXISTING CONDITIONS THAT Al2E TO BE MATCHED TEXTURE, COLOR, AND FINISH. I IX WOOD RAWS, REFER TO DETAIL FOR SPECIFICATIONS. 2 3X EXPOSED BEAMS REFER TO DETAIL FOR SPECIFICATIONS 3 IX WOOD STARTER BOARDS TO MATCH EXISTING. REFER TO DETAIL SPECIFICATIONS. 4 STUCCO SOFFIT 5 EXISTING CEILING TO REMAIN 6 PLASTER BOAl2D TO MATCH EXISTING aN REFLECTED CEILING PLAN SCALE 1/4' - l-O' INSIDER!" I is iAr4/ 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 Project Name Consultants Structural Engineer Langston & Associates 1810 E. 1 6th St. Santa Ana, California 92701 Ph 714.836.8655 Fox 714.836.8087 Contact Jim Langston Mechanical / Plumbing Engineer Electrical Engineer Surveyor G & G Engineering, Inc. 1855 W. Katello Avenue Suite 225 Orange, California 92867 Ph 714.997.0640 Fox 714.997.0670 Contact Andrew Grechuta Architect • ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 V'p kkC* Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM N0.1217450 REN.11-30-05 C Drawing Description REFLECTED CEILING PLAN Project No. Sheet No. 2004 - SANTA ANA A4.o 0 0 0 q FIELD VERIFY ALL EXISTING DIMNSIONS PRIOR TO STARTING WORK. t AI-L FLOOR PLAN DIMENSIONS Al2E TO FACE OF STUD. UNLESS OTHERWISE NOTED. 4, GENERAL CONTRACTOR SHALL VERIFY WIT14 ARCHITECT AND / OR OWNER FOR EXACT LOCATION OF ALL JLNCTION BOXES PRIOR TO INSTALLATION 5. GENERAL CO=ACTOR 54ALL VERIFY WITH ARCHITECT AND / Ce OVER FOR EXACT LOCATION OF ANY AND ALL CEILING RECEPTACLES. f, GENERAL CONTRACT012 SHALL VE12IFY WITH ARCHITECT AND / 012 OWNE32 F012 EXACT FIXTL12E TYPE (S) AND PROVIDE BACKING AS REOUIRM =V1CT1Kk"% r=CIrVMV%= I ...ors : all W, t IT, ral W --I 11IIIIIIIIIQ4 0 1 1 mvg= ELECTRICAL - LAYOUT SCALE, lbf - 1'-9 --04 INA, 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 01.05.05 PLAN REVIEW Project Nome PtSIDtM(t FLUPfiL PflPN 2460 M. PINK Lfint AM finfl, (flUfOPE 92706 �01 Consultants Structural Engineer Langston & Associates 1810 E. I 6th St. Santa Ana, California 92701 Ph 714.836.8655 Fox 714.836.8087 Contact Jim Langston Mechanical / Plumbing Engineer Electrical Engineer Surveyor G & G Engineering, Inc. 1855 W. Katella Avenue Suite 225 Orange, California 92867 Ph 714.997.0640 Fox 714.997.0670 Contact Andrew Grechuta Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT .ACTION BOX. VERIFY FIXTURE WITH OWNE12 AND PROVIDE BACKING AS REWIRED. RECESSM COMPACT SINGLE POLE SWITCH 0 t VERIFY AIL EXTERIOR LIGHT FIXTURES WITH OWNER. FFLUORESCENT 2036 North Broadway IXTL12E Santa Ana, California 92706 ARC- 3-WAY SWITCH 3 Ph 714.560.9210 RECESSED LOW Fax 714.560.9212 P VOLTAGE DOWNLIGHT =30C WALL OUTLET WWW.JGARTNER.COM W1 MRA6 ADAPTER GFI GROUND FAULT INTERUPT WALL MOUNTED C17450 LIGHT FIXTU12E WALL RECEPTACLE REN. 11-30-05 0 ol, c c -ZeE WALL RECEPTACLE HALF HOT Drawing Description DATA I ELECTRICAL utAV UT Apftv&,Mift PHONE , AND IV TVI CONNECTION LIGHTING PLAN Ll DI 14 JUNCTION BOX Project No. Sheet No. VERIFY FIXTURE WITH OWNER 2004 - SANTA ANA ®SD HOT SMT DETECTOR A4,,l W112ED • WITH BATTERY BACK-UPDate OM.05 - - - -- ------- - iu -j- 0 FYICT[AN_` 0r-Q1r :Krr- •,.r ]W , -- amp,, E 1VrATi _1 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 N4 I NEW ROOF TO MATCH EXISTING TEXTLI2E, COLOR, AND FINISH. 2 EXISTING ASPHALT SHINGLES 3 NEW EU LDING WALL BELOW EXISTING E3UILDING WALL BELOW ROOFPLAN SCALE- 1/4` . lr-0, I;XqI ! Loll t , No. Date Description Project Name j'Ij 1 1 � 9270 AM fiR (fiffOPE • Consultants Structural Engineer Langston & Associates 1810 E. I6th St. Santa Ana, California 92701 Ph 714.836.8655 Fax 714.836.8087 Contact Jim Langston Mechanical / Plumbing Engineer Electrical Engineer Surveyor G & G Engineering, Inc. 1855 W. Katella Avenue Suite 225 Orange, California 92867 Ph 714.997.0640 Fax 714.997.0670 Contact Andrew Grechuto Architect i 11 0 ywrAr L4K'131-4 -.,A JAMES GARTNER & ASSOCIATES, 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM Drawing Description Project r*6. . . ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT ID � LI-11, < A .C1�450 Q CAIAl- 1 ; A ko N A& Sheet No. W�l Date 01.28.05 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 WIN BMSZIO12 5Z-VATIONS ARE SCWMATIC D12AWINGS REPREWING THE GENMAL PRC(91 F OF THE BUILDING, REFER TO THE DETAILS FOR ACTUAL CONDITIONS Of: T14E SIEVATIONS Z PEFER TO ARCAITECTURAL FLOOR PLANS F012 DIMMIONS. 3. ALL I -EIGHT RIEFERIFNCES ARE TAKEN F120M DATUM - TOP OF &AB FOR AREA INDICATED. EXISTING ASPHALT SHINGLE ROOFING TO REMAIN. NEW CHIMNEY. MATCH EXISTING WICK DETAIL NEW 041WEY SPARK ARRESTOR TO MATCH EXISTING EXISTING ATTIC VENT EXISTING EXTERIOR WALL FINISH NEW WOOD WINDOW. REFER TO WINDOW SCHEDULE NEW EXTERIOR WALL FINISH TO MATCH EXISTING NEW: ROOF TO MATCH EXISTING FINISH GRADE / CONCRETE PAVING. RBR TO SITE PLAN. NEW LANDSCAPE WALL PER LANDSCAPE DRAWINGS EXTERIOR LIGHTING PER OWNER NEW DOOR AND DOOR FRAME PER DOOR SCHEDULE ROOF CRICKET EXISTING GATE TO REMAIN A112 CONDITIONING UNIT. PROVIDED BY OWNER! INSTALLED 13Y GENERAL CONTRACTOR SLOPING WICK DETAIL TO MATCH EXISTING CHIMNEY +0`-0` Alb, FINISH SLAB -Nv-- 12 41/7 No. Date Description 01.05.05 PLAN REVIEW REFER TO BUILDING SECTIONS n41- > tc"Enw — MERIOR ELEVATION A SCALE 114! - 1'-0` 2� TO BUILDING SECTIONS EXTERIOR ELEVATION B +0`-0` FINISH FLOOR Z: Project Name 2460 n. PINK Lfint AM finfl, (NfUnlfi 92704 Consultants Structural Engineer Langston & Associates 1810 E. I 6th St. Santa Ana, California 92701 Ph 714.836,8655 Fax 714.836.8087 Contact Jim Langston Mechanical / Plumbing Engineer Electrical Engineer Surveyor G & G Engineering, Inc. 1855 W. Katella 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 Drawing Description Project No. 2004 - SANTA ANA ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT -V 1NO .C17450 'c' REN.11-�30-05 flP fit0 C Sheet No. A6*0 1! N H 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, 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 4-9 PLATE 1 EIGHT ti - ii► a, I, A 1. ElUILDING SECTIONS ARE' SCHEMATIC DRAWINGS REPRESENTING THE GENERAL PROF11 f= OF i REFER TO THE DETAILS FOR ACTUAL CONDMONS OF i REFER Ti ARCHITECTURAL FLOOR RAN FOR ADDITIONAL DIMIMIONS, 3. ALL DIMIMIONS A• REFEREMED TO FACE OF t UNLESS 011-MWISE NOTED f ALL HEIGHTPff"ERENCES ARE a G FROM A TOP OF A is A r A INDICATED, 5. ALL INSULATION • ,Nr A SHALL ♦ ♦ FLAME SP12EAD RATING OTO EXCEED 25 AND A i K DENSITY NOTEXCEED f• ( UBC 707), 6, F112E BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 7082.1 IN THE FOLLOWING LOA b A IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLU A■ i `! F, •+ PAC AT THE CEILING ANDFLOOR B. IN OPENW75 A201JND VENTS, PIPES, DLCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS M41CH ALLOWS PASSAGE Fi• F112E AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE A :.* A i I EXISTING BUILDING ROOF STRUCTURE 2 EXISTING BUILDING EXTERIOR WALL SYSTEM. REFER TO ARCHITECTURAL FLOOR PLAN. 3 EXISTING CONCRETE FOOTING 4 WALL FINISH PER' FINISH SCHEDULE 5 EXISTING EXTERIOR BUILDING STRUCTURE BEYOND 6 WOOD RAFTER TAIL. REFER TO INTERIOR ELEVATIONS. [7] CEILING FINISH PER REFLECTED CEILING PLAN. REFER TO FINISH SCHEDULE FOR SPECIFICATIONS. 8 NEW INTERIOR WALL £EYOND. REFER TO ARCHITECTURAL FLOOR PLAN, 9 FLOOR FINISH PER ARCHITECTURAL FLOOR PLAN. REFER TO FINISH 5CI-EDUCE 10 DOOR PER DOOR Sl-EDULE REFER TO FINISH SCHEDULE 11 PRE -FABRICATED FIREPLACE 12 ROOF CRICKET 13 CONCRETE FOOTING PER STRUCTURAL DRAWINGS 14 BRICK VENEER15 METAL FLUE PER MANUFACTURER fi " i • ♦ f i 1®_ METAL.• AND SPARK ARRESTOR ® ' • IW.LATION r ' INSULATION +7-0' — T _ PLATE HEIGHT 4 FINIS14 FLOOR BUILDING SECTION A SCALE 1/4' = P-O' BUILDING SECTION C SCALE 1/4' • 1'-9 PLATE HEIGHT AiI FINISH FLOOR No. Date Description 01.05.05 PLAN REVIEW Project Name Consultants Structural Engineer Langston & Associates 1810 E. 16th St. Santa Ana, California 92701 Ph 714.836.8655 Fox 714.836.8087 Contact Jim Langston Mechanical / Plumbing Engineer Electrical Engineer Surveyor G & G Engineering, Inc. 1855 W. Katelia Avenue Suite 225 Orange, California 92867 Ph 714.997.0640 Fax 714.997.0670 Contact Andrew Grechuta Architect 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW,JGARTNER.COM Drawing Description r , r • ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT TtS�,t> ARr�.� j C7450� PENA 30-05 � O.a CAUAAO Project No. Sheet No. 2004 - SANTA ANA A7,ou Date 01.28.05 H 0 N 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, 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 1 Revisions �La re J_ U1 FINISH FLOOR _ rr C.J +0=0` FINISH • :�'F, SMOINEN # n� •W06illlill1Cr • �► •r •r * xr •• MSTR BATH 104 SCALE 14 =1'-9 NEW e(TERIOR WALL. REFER TO WALL LEGEND PER ARCHITECTURAL FLOOR PLAN. NEW WOOD WINDOW. REFER TO WINDOW SCHEDULE CUSTOM MILLWORK CLOSET SHELF AND POLE PER OWNER EXISTING INTERIOR WALL PER ARCHITECTURAL FLOOR PLAN WALL TILE FINISH TO BE SPECIFIED BY OWNER NEW INTERIOR WALL PER ARCHITECTURAL FLOOR PLAN. NEW DOOR AND DOOR FRANVNE PER DOOR SCHM(LE FLOOR TILE FINISH TO BE SPECIFIED BY OWNER TILE BASE FINISH TO BE SPECIFIED BY OWNS? PLUMBING FIXTt1h2ES PER OWNER SPECIFICATIONS. SOFFIT PER REFLECTED CEILING PLAN NOT USED LIGHT FIXTURE PER OWNER SPECIFICATIONS MIRROR PER OWNER SPECIFICATIONS NEW ROOF SYSTEMS PER ROOF PLAN EXPOSED WOOD BEAM PER REFLECT® CEILING PLAN NEW BASE MILLWORK BASE CABINETS l I • MSTR BATH 104 SCALE I14' = I`-0' 18 FLOOR WOOD FINISH TO MATCH EXISTING 19 WOOD 13ASE TO MATCH EXISTING 20 WOOD CEILING FINISH 21 WOOD CROWN MOULDING 22 NOT USED 23 WOOD CEILING. I X 6 TONGUE AND GROOVE STAINED MSTR BDRM rM ENTRY lol SCALE 114 =1'-0' MSTR BATH 1Q4 SCALE 114' mail CEILING FINISH F hre? 1 -j- No. Date Description 01.05.05 PLAN REVIEW Project Name Consultants Structural Engineer Langston & Associates 1810 E. 16th St. Santa Ana, California 92701 Ph 714.836.8655 Fax 714.836.8087 Contact Jim Langston Mechanical 1 Plumbing Engineer Electrical Engineer Surveyor G & G Engineering, Inc. 1855 W. Katella 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 1 INTERIORS PROJECT MANAGEMENT 5 V A-k No.C17450 �Q REN.11-30-05 C)F c A�-s40 Drawing Description INTERIOR ELEVATIONS Project No. 2004 - SANTA ANA Sheet No. uIrl !1 11 0 n FRANE MATERIAL I FINISH 102 MASTER BEDROOM ENTRY t AT HALLWAY) (E) 7-6 X 6-8(E) (E) (E) (E) - - (E) (E) - - - - 102 103 MASTER WALK-IN CLOSET D2 7-6 X 6-8' 1-316 WOOD PER INT. ELEV. - - HM PER INT. ELEV. - I / A-13 (SIW I / A-13 CED 104 MASTER BATHROOM DI 7-6 X 6-8' 1-3/87 WOOD PER INT. ELEV. - - HM PER INT. ELEV. 105 SHOWER D3 7-O' X 5-0' 1/47 WOOD PER INT. ELEV. - - GLASS PER INT. ELEV. � 0 WINDOW SCHEDULE WINDOW FIRE HARDWARE NO W ROOM /DESCRIPTION I OPERATION TYPE I � WINDOW S17E ( R.Q.) THICKNESS MATERIAL FINISH GLAZING RATING GROLP NOTES HEAD �SHOLD REMARKSNO MASTER BEDROOM ( AT FIREPLACE } DOUBLE HUNG W2 7-U X 4'-6" 1/47 MATCH EXIST, MATCH EXIST. 1/4' CLEAR ( V.iF } - - - 00 / AI1.0 00 / AII.O 00 / AILO - MASTER BEDROOM (AT FIREPLACE) DOWLE HUNG W3 7-9' X N-6 1/4' MATCH EXIST. MATCH EXIST. 1/47 CLEAR (V.IF) - - - 00 / A11.0 001 AILO 00 / AII.O - D MASTER BEDROOM DOME HUNG W4 7-6 X N-6 (PR) 1/47 MATCH EXIST. MATCH EXIST. 1/4' CLEAR (V.IF) - - - 00 / All.0 00 / All.0 001 AII.O - MASTER BATH (AT TUB) DOUIB E HUNG W3 1'-3' X N-(i 1/4' MATCH EXIST. MATCH EXIST. 1/4 CLEAR (V.IF) - - - 00 / All.0 00 / AI1.0 00 / AILO - MASTER BEDROOM ( ABOVE WINDOW D) FIXED W5 I'-3' X 4`-6 1/47 MATCH EXIST, MATCH EXIST. IIX CLEAR (VJF) - - - 00 / All.0 00 / All.0 00 / AII.O - rTi.• NOTES 1. ALL DOOR SIZE OPENINGS Al2E POLG4 OPENINGS. GENIERAL CONT12ACTOR TO VERI WIT14 MANUFACTLIPER ALL REQUIRED DIMENSM ALL WINDOWS TO BE INSTALLED Z ALL GLASS TEMPERED LINLESS 074ERWISE NOTED 3. GENE12AL CONTRACTOR TO MATC14 ALL NEW DOORS TO EXISTING DOORS IN COLOR, #! • #wgi! M # r DOOR I WINDOW SCHEDULE GENERAL NOTES n fr. *11 1. ALL WINDOW SIZE OPENINGS Al2E ROUGH OPENINGS GENERAL CONTRACTOR TO VERIFY WITH MANUFACTLIRER ALL REQUIRED DIWO-4SIONS. ALL WINDOWS TO BE INSTALLED Z ALL GLASS E '• R`.r LINLESS OTHERWISE NOTED 3. 9MAL CONTRACTOR TO MATCH ALL NEW WINDOWS TO EXISTING WINDOWS IN COLOR, TEXTURE AND OVERALL FINIS14 !ir • ,rr '7119 213# UVITTIMUM5011104 r#i. ..r ! + 4- DOUBLE HLING y TO MATCH EXISTING WINDOW =� DIVIDERS TO MATCH EXISTING a 14 ` 7-FINISH FLOOR r# a ---WINDOW SILL TO MATCH EXISTING T-FINISH FLOOR -f- THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL. REMAIN THE PROPERTY Of THE ARCHITECT. NO PART THEREOF SHALL BF 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 01.05.05 PLAN REVIEW Project Name bfi P bt P PtSIDtM(t fLopfil PflpN 2460 M. PINK MR Consultants Structural Engineer Langston & Associates 1810 E. 16th St. Santa Ana, California 92701 Ph 714.836.8655 Fax 714.836.8087 Contact Jim Langston Mechanical / Plumbing Engineer Electrical Engineer 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 ygD� Ph 714.560.9210 4�; �, Fax 714.560.9212 i w� 'q* WWW.JGARTNER.COM 'A NQC17450 7? RBN.11-30-05 O.. CA't-A" Drawing Description SCHEDULES �01 Project No. Sheet No. 2004 - SANTA ANA A1000 0 0 + .• i ---STUCCO FINISH TO pY� MATCH EXISTING .I —1/2' EXTERIOR SHEATHING WOOD WINDOW PER WINDOW SCHEDULE ATT INSULATION SPECIFICATIONS =PLASTER TO MATCH STER TO MATCH EXISTING EXISTING i 2-2X {-FADER r AS REQUIRED tlj SEE STRUCTURAL DRAWINGS j TYPICAL iiA I ATERPROOFING TAPE OVER NAILING FLANGE 1/4 ROUND CASING SEALANT AS REQU{RF9 40 --SHIM AS REQUIRED ATERPROOFING TAPE OVER NAILING FLANGE —WOOD WINDOW PER WINDOW SCHEDULE SPECIFICATIONS TUCGO FINISH TO MATCH EXISTING AL DRIP EDGE NOTE NOTE INSTALL WINDOWS PER INSTALL WINDOWS PER MANU=ACTLREIZ'S REQUIREMENTS MANUF-ACTU28R'S RCQINRE(UIEVTS 13 WINDOWS AT CORNER ( WINDOW HEAD (JAMB SIM ) SCALE T - r-a SCALE T - r-a + + -:•1 r• w -.r Wli A A 'W A • ! •-.r —2-2X SILL Mg —PLASTER TO A EXISTING ATT INSULATION �••• JVT EXTERIOR SHEATHING MATCH EXISTING 'A 1, -STUCCO FINISH TO WINDOWSINSTALL E MANUFACTUREPPS REQUIMJ 10 WINDOWSILL SCALE T - r-a + + ra + + + + --ROOF BEYOND COWOSITION .SHALT DOUBLE RIDGE PIECE ----COMPOSITM ASHALT S14NGLES �\ l' i STAINED WOOD SIDING • -.• GYPSUM :iA•r TO MATCH ROOF RIDGE SCALE 3• - r-o� --�X T e G STAINED WOOD SIDING OVER PLASTER TO MATCH EXISTING � JJ wt• •• i A iQ !- + 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 DI A ,� APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS i! AA& SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, WITH INSECT SCREEN Issuance J Revisions ~~~'�•,,, SED RAFTER TO MATCH ''�,, ,3• EXISTING No. Date Description .. 01,05.05 PLAN REVIEW r►�►—GALVINIZED IRON DRIP EDGE RADIUS TO MATCH EXISTING 2X TOP PLATE SEE STRUCTURAL 2X WOOD STUD WALL REFER TO WALL LEGEND PER ARCHITECTURAL FLOOR PLAN MATCH EXISTING NOTE SEE DETAILS I AND 2 SWEET All.0 FOR ADDITIONAL NOTES Project Name TYPICAL SAVE bflpbtp SCALE 37-r-a + PfSlDf H(f —COWOSITION ASHALT SHINGLES OVER PLYWOOD SHEATHING. MATCH EXISTING fLopfiL PflpK �"—�—GALVINIZED IRON DRIP EDGE ._ -------- — 2460 n. PARK Lfint MATCH EXISTING �6WOOD VIM IA�T�IEXISTNG SflM flnfl, (fi fOR M 92706 -------STUCCO CASING BEAD —STUCCO FINISH TYPICAL MATCH EXISTING TEXTURE Consultants AND COLOR 2X WOOD STUD WALL Structural Engineer REFER TO WALL LEGEND PER Langston & Associates ARCHITECTURAL FLOOR PLAN 1810 E. 16th St. -13 BATT EXTERIOR INSULATION Santa Ana, California 92701 ' —PLASTER AT WALLS AND `Ph 714.836.8655 • TO MATCH CEILINGS Fox 714.836.8087 TYPICAL. Contact Jim Langston TYPICAL RAKE SCALE- 37 - r-a T + Z* ROOF CRICKET SCALE V - r-a EXTERIOR WALL i!r STUD WALL REFER TO WALL LEGEND PER ARCHITECTURAL Fii• PLAN iir FINIS14 PER FLOOR PLAN ! A • :" ROUNID WOOD BASE MATC14 _2X SILL PLATE ------PLYWOOD •!r FLOOR DECK SEE r •, FLOOR RIM JOIST BLOCKING 1FINISH GRADE AT 6 BELOW W400-1 MINIMUM CONCREM FOUNDATION i STRUCTURAL CRAWLSPACE Mechanical J Plumbing Engineer Electrical Engineer 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 1 INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 1 g1 A-Rc Ph 714.560.9210 VL , CI Fax 714.560.9212 y ws AST` WWW.JGARTNER.COM elep �rt hr1 NO.C17450`� REN.11-30-05 L` Op © CAl,,�� Drawing Description ARCHITECTUML DETAILS Project No. Sheet No. 2004 - SANTA ANA Date 01.28.05 - pails Il] R = 3 D FOR 2 8 BARS 4 D REINFFORCIN19 STEEL SIMPSON HOLDOWN R = 4 D FOR 19 -_ I BARS 10 IN (Nonage) E R A L PER PLAN R = 12 D FOR 114 11 #18 BARS 1. Bar reinforcement shall be ASTM A615 Grade 40 for #4 and 1. The contractor shall verify oil dimensions, elevations and site PLYWOOD SHEATHING POST PER PLAN - SILL PLATE _1% 117M smaller, and Grade 60 for #5 and larger, conditions before starting work and notify the Arch itect/Engineer 2. Welded wire fabric shall conform to ASTM A185. immediately of any discrepancies. E.N. 4- 1 ANCHOR BOLTS 0 Z 3. Lops at bar slices shall be 48 bar diameters for #6 bars and 2. All omissions and/or conflicts between the various elements of the E:4 4- PER SCHEDULE smaller in concrete and 60 bar diameters for #7 bars or larger working drawings and/or specifications shall be brought to the 1p in concrete and 40 bar diameter for masonry, attention of the Arch itect/Engineer before proceeding with any unresolved work. U 4. Vertical bars in walls shall be accurately positioned at the center of wall, unless otherwise noted on details, and shall be tied in 3. Resolve any conflicts on the drawings with the Architect before 90' HOOK OFFSET 180* HOOK position at top and bottom and at intervals not exceeding 192 proceeding with, construction, bar diameter. 4, The Contractor shall determine the location of utility services in % 5. Reinforcing detailing, bending and placing shall be in accordance the area to be excavated prior to beginning excavation. 40 D FOR MASONRY (MIN} with the concrete reinforcing steel institute "Manual of Standard 51 No pipes, ducts, sleeves, chases, etc., shall be placed in stabs, Practice", latest edition. FOR CONCRETE: beams, or walls unless specifically shown or noted. Nor shall any 48 D �MINJ FOR #6 BARS OR SMALLER structural member be cut for pipes, ducts, etc., unless otherwise 60 D MIN FOR #7 BARS OR LARGER 6. Reinforcing steel shall be provided with the following amounts of noted. Contractor shall obtain prior approval for installation of ony HEADER BEAM SEE PLAN 1.5 D OR 1" MIN concrete cover: for cast -in- lace concrete additional pipes, ducts, etc. 1/5 LAP LENGTH Footings (concrete deposited against earth) 31) "D" OR 6" MAX Concrete surface (formed) exposed to earth 6. All material and workmanship shall conform to the requirements of 2x FLOOR JOISTS or weather 2" the 2001 C.B.C. im CIUMMI Ar,0 Column reinforcing (including column ties) 1 1/2" 7 rnntrnetrir -Qhnil nrnvieitz qnfp nnei ndontintp tpmnnrnry PrAntinn 11 v1­ - U-TYPE HANGERS HOLDOWN SCHEDULE - LAP SPLICL Beams and irders 1 1/2" g" Slobs (#11 or smaller) 3/4 Concrete tilt -up panels cost against a rigid bracing on all beams, walls, etc. to provide full structural stability Bracing shall not be removed until the completed' structure is capable of supporting each temporarily braced element for its full SIZE MONO POUR 00" TWO POUR "D" horizontal surface such as concrete slob loading. HD8A SISTB28 24 SSTB34 28 135* HOOK exposed to the weather: 0 WLUMN lIL VK ULAM blIKKVr if ullu QIIIU TV 01 it shoH be the sale responsmimy OT ine generoi contractor curing #9 through #18 2" the course of construction to verify uniform distribution of building 9 = �,> F�RES-f 0 V-011 GNTYP ALE 7. All reinforcing steel, anchorp olts, dowelsand inserts shall be well materials above fromed floors and/or roofs to prevent deflections FLUSH BEAM9 "HDA" HOOILDOWN ANCHOR5 REINr_U ING STEEL DETAILSof framing members. DRES- 4 MeSTEEL L; -2A secured in position prior to acing concrete or grout. 9. The structural drawings are not to be scaled for determination 8. Dowels b I etween footings and walls shall be the some grade size of quantities, lengths or fit of materials SEE WIDTH Le WIDTH low -on and spacing as vertical wall reinforcing. 10. The structural drawings and specifications represent the finished FOR9 = d ADDT INFO 2x STUD 0 16- o/c TRENCH 9. Unless otherwise noted in details, furnish #3 spacer ties at structure. They do not indicate the methods of construction TRENCH TRENCH GRADE 9pproximotely 2'-6" on center in oil members to secure reinforcing unless so stated or noted. The contractor shall provide oil in place. measures necessary to protect the workmen and other persons 5/8' 0 x12" A.B. 0 6" o/c 1 1-F1r=_FI - during construction. 7 - 10. All chord bars and reinforcing steel to be welded shall be ASTM E �Ko 40 Yo d 257o d jA706. FOUN12AIIQN NQ1E8 MAX M - - ----- NOTCH MAX IN STUD----------, V-6 2 MIN BOTTOM OF TRENCH SHALL Z NOT EXTEND BELOW THIS 8 V 60% d do' 40% d LINE MAX1MAX 2 L 9 2-#4 CONS BORED HOLE---------_ COMPACTED FILL 90% DENSITY TOP & BOTT� 51W 5/8. INUNDATED SAND MAYBE USED IN WELL DRAINED SANDY OR MIN MIN GRAVELLY SOIL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING of design pressure, VO Continuous footings 1000 Psf 2001 CBC Pad footings 1000 psf i 2. Bottom of footings shall be at least 18" below nearest adjacent grade, 3. Finish excavation for foundation shall be neat and true to line with oil loose material removed from excavations. 4. The footing excavations shall be kept free from loose material and standing water. Before any concrete is placed, excavation shall be checked and approved by a qualified Soils Engineer to insure compliance with the requirements, 5. Provide shoring at top of all walls retoining earth prior to backfilling, unless otherwise noted. Shoring to remain in place until permanent structural supporting members ore in place. o NOTE: BORED HOLE & NOTCH SHALL NOT OCCUR SIDES OF TRENCHES FROM CAVING IN UNTIL BACKFILL §TB!ICTURAL WOO )MASHER-8 (NOTE19) IN SAME SECTION IS COMPLETELY PLACED. BACKFILL PER SOILS REPORT (NMEN) 1. All wood members shall be Douglas Fir Larch (DF) Grade marked OR TO APPROVAL OF BUILDING OFFICIAL HAVING 1 Washers shall be used under heads and nuts of all bolts bearing by a recognized grading agency (W.C.L.B.). NON -BEARING PARTITION BEARING PARTITION JURISDICTION on wood. Washers shall be used in the following locations: 2. Wood grades (unless noted). 3/411 = V-0" G 4-10(a) Sole plates to foundation.(a) For horizontal members: Jists&Rafterrde#FIREPLACEFOOTING N,T.S. 10 STUD NOTCH DET rA_%IL GNTYP-376 T R EN ("W"ri 111 N G DE- TrA_%IL TYP-21 2 (b) Wood ledgers and caps to concrete and masonry walls. Beams & Stringers Grade #1 EXISTING NEW (c) Against 2x member when 2x member is bolted to a heavier (b) For vertical members: 2 x 4 studs - Grade #2 member. 2 x 6 and larger studs - Grade #2 1'-15" MIN- (d) A properly sized nut and 2"x2*'x3/16" thick washer plate Post & Timbers -Grade #1 SHEAR PANEL may be used elsewhere unless noted on the drawings. 3. Plywood sheathing shall be Douglas Fir conforming to commercial PER PLAN SEE PLAN & SHEAR WALL STEP FTG products Standard PS-1-95, and shall be marked in accordance FLOOR PLYWOOD SCHEDULE FOR REOMTS AS REUD � ! �= � with APR, SHEATHING E,N, --\,A- ww0wwww%=::1= 4. Cutting, notching or drilling of beams or joists to be permitted only as detailed or approved by the Engineer, 5. Unless otherwise specified, a nailing a conform to Table N N 23-11-B-1 (2001 CBC). d 0 11 0 6. All sills or plates resting on concrete or masonry shall be pressure Z treated Douglas Fir. Bolts shall be placed 9" from the end of a .............. 16d 0 12 board or from a notch and spaced at intervals noted. O.C. STAGGD II SLURRY MIX 2x NAILER wl TYP 1 7. All bolt heads and nuts bearing on wood shall hove standard cut 2x F.J.0 PROVIDE SLEEVE NTH BELOW FOOTING 5/8" 0 xl 2" A.B, I I I woshers. All bolt holes in wood shall be drilled 1/32" diameter larger 16" 0/c 2"0 LARGER THAN PIPE. 0 6- 0/c MIN than normal bolt diameter, NO EXCAVATION OR PIPE -8, All framing anchors, post cops, column bases, etc. shall be as NO PIPE TO PASS THRU FOOING, TRENCHES PARALLEL TO manufactured by "Simpson Company" or equal. T STEP FOOTING DOWN SO PIPES PASS FOOTING BELOW THIS LINE THROUGH FOOTING WALL. 9. Provide double joists under all parallel partitions. WERE PIPES ARE MORE THAN 3*-0" #4 DOWELS IN 10, Provide blocking or bridging per Chapter 23 of U.B.C. l 1/2" 0 DRILLED TRENCH BELOW FOOTING SHALL BE FILLED BELOW BOTTOM OF FOOTING, NOTIFY HOLES - FILL w/ WITH CONCRETE PRIOR TO POURING FOOTING, ENGINEER BEFORE PROCEEDING WITH 11. Top plates of all wood stud walls to be two 2x (some width as studs), unless otherwise noted. Lop 48" (minimum) with not less E.N POUR FULL WIDTH OF TRENCH FULL WIDTH CONSTRUCTION. NON -SHRINK GROUT than six 16d noils at each lop and not more than 12" between noils. Z ........................ E,N. OF FOOTING. 6" QONCRETE (NOTE05) 1, Cement shall conform to ASTM C-150, Type 11. GNTYP 1$4$NSCALE 2. C gregates for normal weight concrete shall conform to A$TIVIF T G T 0" (E) F T G. N.T.S. STUD WALL INTERSECTIONS -31 7 orl YTP PIPE THROUGH FOOTING GNTYP-22 3 33. 1 3. Reody-mix concrete shall be mixed and delivered in accordance BOUNDARY NAILING - SIMPSON ST22 1. NAIL EDGE DISTANCE SHALL BE 3/8' FROM EDGE OF EDGE NAIL PERT- 16" FIELD NAILING-TYP with ASTM C-94. (5 socks cement/cubic yord minimum). SEE FRAMING PLAN 0 48- o/c METER OF EACH "MIN TOP E's 4. Concrete shall have a minimum compressive strength at 28 days as PLYWOOD AND EDGE OF 2x STUDS AND BLOCKING. SHEET % 2x RIDGE BD OR CONT 2x CARRIED 2. PROVIDE EDGE STUDS AND BLOCKING PER SHEAR 0. Slob 'on grade & foundation: 2500 psi; 2x BLKG w/ 2-1 Od RAFTER WALL SCHEDULE. XN b. Structural slobs, beams, columns, piles, caisson: 3000 psi TOENAIL EA SIDE SIMPSON A35 EA. 3, NAIL EDGE DISTANCE SHALL BE 5/8- FROM EDGE OF FULL HT. >< 5. Admixtures may be used with proper approval of the Engineer. EA BLKG PLYWOOD AND EDGE OF 3x STUDS AND BLOCKING. I I, STUDS 0 SIDE -SEE FRMG Ii 16" O.C. MAX Admixture used to increase the workability of the concrete shall PLAN 4. PROVIDE EDGE NAILING AROUND ALL OPENINGS. WHERE 11 VIIII I not be considered to reduce the specified minimum cement content. E.N. OPENING WIDTH EXCEEDS ONE STUD SPACE, PROVIDE I >< X >< 6. Projecting corners of slabs, beams, walls, columns, etc. shall be CS150 COILED STRAP EACH SIDE OF OPENING WITH formed with a 3/4" chomfer unless otherwise noted. 10d @ 4- O/C. STRAP LENGTH SHALL EQUAL OPENING .1 F_II II I 7. Refer to architectural drawings for moulds, grooves, ornaments, WIDTH/3 WITH STRAP CENTER AT JAMB STUD, STRAP STRAP & clips or grounds required to be cost into concrete and for extent LENGTH NEED NOT EXCEED 8'-0" AND MAY BE EDGE NAIL AROUND I '1 11 BLKG PER of depressions, curbs and romps, OMITTED AT CORNER (END OF WALL) COND-N. ALL OPENINGS - NOTE #4 2x CANTILEVER RAFTERS SEE NOTE #4 8. Concrete form tolerances shall be within. the standards set by WERE NON -CONY HEADERS OCCUR AT ADJACENT the American Concrete Institute. 2x BLOCKING OPENINGS PROVIDE CS150 ACROSS HEADERS NTH EDGE STUDSII 9. Na pipes or ducts shall be placed in structural concrete unless SIMPSON A35 0 EA. LENGTH BASED ON LARGER OPENING (STRAP NOT BLKG PER NOTE #2 SIMPSON V A specifically detailed. Refer to architectural, mechanical, plumbing BLKG- TYP U.N.O. READ AT CONTINUOUS HEADERS). j I II MST48 and electrical drawings for locations. 5. MACHINE APPLIED NAILING IS SUBJECT TO APPROVAL EDGE NAILING FULL I I II I 1 I STRAP 0 PROVIDE 2x E.N. BY THE STRUCTURAL ENGINEER. HT OF HOLDOWN EA, SIDE FRAMING FLAT BLOCKING SHEAR PANEL 6. ALL DEFECTIVE NAILING SHALL BE REMOVED AND STUD MEMBERS BETWEEN FRAMING EA SIDE PLAN REPLACED BY SOUND NAILING. HOLDOWN w/ EDGE MEMBERS FOR AT PER PLANS PROVIDE E.N. NAILS LEAST BAYS wl WERE OCCURS) 7, PROVIDE FULL HEIGHT EDGE NAILING WHERE POST OR SILL BOLTING SEE FULL HT OF ROOF EDGE NAILS STEEL COLUMN WITH NAILERS OCCURS WITHIN WALL. PER SHR WALL NOTE THRU-STUD 0 6" O.C. SCHEDULE #7 1/4 Is = 1)_ off 1" = V-0111 RIDWD GE FRAMING 12 PLYWOOD SHEAR WALL DETAILS GNT 4 CHIMNEY ANCHOR TO FRAMING 1A RES-12 V-33 MISC- 74 SEISMIC FACTORS UBC1997 TABLE FACTOR 16-1 Seismic Zone Factor Z Siesmic Zone 4, Z = 0.4 16-J Soil Profile Type SD 16-0 Seismic Coefficient C. 0. 44NO 16-R Seismic Coefficient Cv O,64Nv I -S Near -Source Factor No 1,3 16-T Near -Source Factor Nv 1.6 16-U Seismic Source Type B THE A80S DRAWNCS, SPECIMATIONS, IDEA DESCNS AND ARRAWMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, NO PART THEREOF SHALL BE REPROOLM. CWFD, ADAPTED, DISCLOSE PRIOR VATTEN CONSENT OF AND R DISFROJIE0�SO 0 W' PLIDUSHED' OR USEDSU"THOLIT THH OR SPEOFICATIMS APPROPRIATE OMPENS ON 110 THE ARCHITECT. MAL CONTACT NTH THE ABM DRAWINGS SHALL WNSTITUIE COPICLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS Issuance / Revisions No. Date Description 4 - Z=L 03105 PORN effeff Project Name BARBER RES DENCE FLORAL PARK 2460 N. PARK LANE Santa Ana, CALIFORNIA 92706 Consultants Structural Engineer Langston & Associates 1810 E. 16th St. Santa Ana, California Ph 714.836.8655 Fax 714,836.8087 Contact Jim Langston Mechanical / Plumbing En Building Mechanical Sys ems, Inc. 410 Goddard Irvine, California 9261 Ph 949,453.1999 Fax 949.453.1929 Contact Iman Tchidion Electrical Engineer GLP Engineering, Inc, (92705 1751 Garry Avenue Santa Ana, California Ph 949.428,8800 Fax 949.428.8805 Contact Gary Petrok R 14 Civil Engineer G & G Engineering,In en u 1855 W. Katella A Suite 225 Orange, California 928 7 Ph 714,997.0640 Fax 714.997.0670 Contact Andrew Grechuto Architect ARCHITECTURE PLANNING / INTER101 PRt�JECT MANAGEMENT 2036 North Broadway Santo Ana, California 92706 '0 Ph 714.560.9210 Fax 714.560,9212 v� WWW.JGARTNER,COM A A N0,C17450 All RFN. 11-30-05 C Drawing Description GENERAL NOTES Project No. Sheet No. Sol Z_ D a t e 12. 16.04 FOOTING REQUIREMENTS NUMBER OF FLOORS SUPPORTED BY THE FOUNDATION "A" „B" "C" 1 6" 12" 6" 12" 2 8" 18" 7" 15" 3 10" 24" 8" 18" FA Ell .►011-1114 FOOTING REQUIREMENTS NUMBER OF FLOORS SUPPORTED BY THE FOUNDATION "A" "B" "C" "D" 1 6" 12" 6" 12" 2 8" 18" 7" 15" 3 10" 24" 8" 18" EXTERIOR STEM WALL FOOTING DETAIL NEW EXISTING FLOOR PLYWOOD SHEATHING 2x BLKG E.N. 0 48" a/c 2x F.J. o:. 2x NAILER w/ 0 6" o/c -#4 CONT #4 DOWELS IN .. 1 1 /2" 0 DRILLED HOLES - FILL w% NON -SHRINK GROUT 6" (N) FTG TO (E) FTG FLOOR JOIST w/— SIMPSON U HGR 44 POST wf I IIupsnw PR C14 f 1FC JILG M fWnr. N.T.S. t SHEAR PANEL PER PLAN E.N. -- SHEAR PANEL PER PLAN E.N. -- 117fftwe M --- 2x STUDS 0 16" O/C TYP U,N,O. -- SILL NAILING -SEE SHEAR PANEL SCHED .- ---- - 2x SOLID BLKG w/ A35 0 EA. BLKG,TYP U.N.O. � e F.J. w/ PLYWOOD SEE FRMG PLAN 2x6 MIN _O P.T.D.F. F.G. w% 5/8" 0 {' 1I `— X 12" A.B. 0 6,-0" co o/C - SEE SHEAR PANEL SCHED \_#4 T&B TYP U.N.Q. 3 /a it - 1 14P FNRES-17 �-,�..--------- 2x STUDS 0 16" o/c TYP U.N.O. SILL NAILING -SEE SHEAR PANEL SCHED A35 0 EA. SIDE LLWHERE BLKG OCCURS 2x BLKG 0 48" o/c 2x6 MIN Ao P.T,D.F. w/ 5/8" 0 x 12" A,B, / > 0 6'-0w a/c ' SEE SHEAR PANEL SCHED #4 T&B TYP U.N.O. J fA if—C FNjRES-18 #4 DOWELS IN 1 1 /2.0 DRILLED HOLES - FILL w/ " 24" NON -SHRINKING GROUT 6%._.._� NEW CONT FTG PERPENDICULAR TO EXISTING FTG - TYP REINF - SEE FOUND PLAN EXISTING CONT FTG EXISTING NEW N.T.S. FNGEN-17 FLOOR PLYWOOD SHEATHING 2x F.J. 0 1" O/C 2x LEDGER w/ 1/2" 0 LAG SCREW z 0" LONG 0 12" a/c. STAGG. on 2x BLKG 0 48" a/c INTERIOR FOOTING I N.T,S I g I N FJ TO E FJ I N.T.S. FNRES-25 L� tt i >{xrsrlNc tl$/NiCI ' ,j 1 1, 1. I 1 ------------------- I 1 ----------- ------------ 1 � DDAD1Mt/f DL,ia}JYf PfOo 1p ADNrN1N QQ 2 k ! I t•_ ____— _ ____ _____ _ �j k ! f ! f k , 3'-lllt4" '-9" 51-3114- -rr rrr I ! I i I ! I � I i I jz I r! ! I ! I B t ~ ~ ~ 7 i I r r r r 11 ' r r I f r J I 1 I rOUNDATION P LA N r t LEGEND ~ r` Ir jj 1/4I1 1'-0If (N) 2x stud wall 0 16" a/c ~ r (E) 2x stud wall ® 16" a/c I r Indicates new shear wall. ! \ 4 See schedule and detail (N) Stem Wall Footing ~ I ------ (E) Stem Wall Footing �_.�. A. .� � � w � .._.. ..•. ..-� .—... �� 'HIV.'..... — ..... .� ......- ,..... .�.. ,w.. "+wn'rrs�'�ui►' wlr+ # �•v �Ir nwr' �wr .•#. -..- _.. _.. ._ _._. ..► ��•.- �.. ,.� .i�.�,.+,�Ar-. mom (A) 1/2" AND 5/8" GYPSUM WALLBOARD IS STRUCTURALLY INTERCHANGEABLE; REFER TO FINISH SCHEDULE. (8) STUDS SHALL BE 16" a/c MAX. SPACING UNLESS NOTED OTHERWISE. NO 1. PAPER -BACKED WIRE LATH SHALL BE ICBO APPROVED. 2. FRAMING MEMBERS SHALL BE MINIMUM 3" NOMINAL WIDTH WHERE 2" NAIL SPACING IS SPECIFIED, 3. PANEL JOINTS SHALL BE OFFSET WHERE PLYWOOD IS APPLIED TO BOTH SIDES OF WALL. 4. PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL FRAMING UNLESS NOTED OTHERWISE ABOVE. 5. PLATE WASHERS A MINIMUM OF 2"x2"x3/16" THICK SHALL BE USED ON EACH BOLT. 6. ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 7" AND SHALL BE SPACED NOT MORE THAN 6'-0" APART. MINIMUM TWO BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PIECE. 7. USE 3x SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS. $. REFER TO THE CURRENT EDITION OF CALIFORNIA BUILDING CODE FOR ADD'L REOMTS. FOUNDATION NOTES 1. Refer to Sheet S--1 for general notes and soils information. 2. Verify all dimensions per General Note #1, Sheet S-1. 3, Verify oil elevations and grades with existing to insure finish floor alignment. 4. Verify location of ail embedded hardware (e.g. hd's, straps, etc.) prior to placement of concrete. 5. All hardware to be "Simpson Strong -Tie" or equivalent, 6. All anchor bolting to be per schedule noted. 7. See architectural plans and details for additional information. 8. All holdown anchor bolts and straps must be tied in place prior to foundation inspection and concrete pouring, 9. (N) refers to new construction. 10. (E) refers to existing construction. THE ABOVE DRAVANM SPEOFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AW SHAH REMAIN THE PROPERTY OF TIE ARCHITECT NO PART THERE#' STALL BE REPRCDUCED, COPED, ADAPTED. DISCLOSED, DISTRMUTED, SM. NBLISHED, OR USED WTHMIT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWNGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRIC1016 Issuance / Revisions Na. Date Description 1 03105 PLAN CHiCff Project Name BARBER RES DENCE FLORAL PARK 160 N. P?°F; LANE Santa Ana, CALIFORNIA 92706 Consultants Structural Engineer ESS10 Langston & Associates517 LAND , 1810 E. 16th St, C`s Santa Ana, California 1 7 Ph 714.836.8655 x Fax 714,836.8087 ' Contact Jim Langston CI i L� Mechanical / Plumbing Engi er Building Mechanical Sys ems, Inc. 410 Goddard Irvine, California 9261 Ph 949,453,1999 Fax 949.453.1929 Contact [man Tahidian Electrical Engineer GLP Engineering, Inc. 1751 Garry Avenue Santa Ana, California 92705 Ph 949,428,8800 Fax 949,428.8805 ` Contact Gary Petrok p, Civil Engineer G & G Engineering, In . 1855 W. Katella Avenu Suite 225 Orange, California 928 7 Ph 714.997.0640 � Fax 714.997.0670 ��� Contact Andrew Grechuto ER 5��� Architect. ARCHITECTURE PLANNING / INTER101 PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 AR ��r Ph 714,560.9210 , 9: • all, Fax 714.560.9212 Ay ' WWW.JGARTNER,COM kt A N0,C17450 �4 1 REN.11-30 65 g. op C Drawing Description FOUNDATION PLAN f STRUCTURAL DETAILS Project No. Sheet No. 18404 w I ■ D a t e 12.16.04 4'-Q" MIN NAILS PER SCHEDULE SIMPSON ST22 0 48* o/c I � LATE SPLICE JI I I I PLATE SPLICE E.N. ROOF PLYWOOD PLATE SPLICE STRAP PER SCHEDULE SHEATHING 1PN. 111 I IPLATE SPLICE (N) ROOF PLYWOOD SHEATHING (N) SIMPSON ST62 TYP SEE./' 4 0 TOP PLATE (N) L=18 -6" PLATE SPLICE SCHEDULE (N) 2x8 RR 0 24' O/C TYPE CONNECTION REMARKS A 8-16d EA. SIDE BEAM PER PLAN (N) 4x41_I(N)_Ax4-,�--_ ------------ (N) 4x4 (N) I ...... . ..... .... ....... W% RAFTERS PER PLAN --------------- A 0 RIDGE w/ SIMPSON HGR SIM E it _J X (4 Z i. Z C, (N) 44 Z .......... PLATE SPLICE N.T.S. 5 RIDGE FRAMING N. T. S, WDRES-20 + + BM SPLICE ROOF PLYWOOD SHEATHING X BM P PLANER S WHERE BM PER PLAN 2x RAFTERS R CURS OCCURS 0 OC :77, PO ADD POST E.N. J M3 ST6236 "6 RIDGE BEAM 2AO RIDGE BEAM WHERE BEAM 2x BLOCKING BE (N) 4A 2 RIDGE AM iA SPLICE Pi ch 1P + + + + 12 <E-1 NIT1 IXA _J S-1 V.I PC PC PC POST POST CAP w/ POST EPC POST PER CAP w/ 16d III SIMPSON A 0Z '�i rl 2 2 ST6236 PER 16d NAILS PLAN NAILS K T� TYP T . I k PLAN _T� .11� C14 C-4 1W Z Z SIMPSON A35 0 24" oA N) 4x4 BM PER BM SPLICE WHERE BM PER PLAN OCCURS 0 PLAN G-1 ---------- CL POST I \� (N) L=14' I EA. 2-2x TOP PLATE SEE /�5A Z x N) 4x )CONT — - — - — - J �CC L CAP USE ROTATED w/ ECC (4CO) M.& SHEAR PANEL > PER PLAN USE ROTATED COL STRAPS FOR CAP w/ M.B. STRAPS FOR CONCEALING 2x STUD 0 16oA 1A CONCEALING IN WALL WHERE OCCURS IN WALL WHERE OCCURS S-1 � BEAM/POST CONNECTIONS 3/4 1 0 WDRES-73 6 ROOF - SHEAR TRANSFER US. 2i 4 w/ ------- SIMPSON CMST15 16d 0 2 c. STk& W-O LONG w/ 3x BLKG NOTCH 2x RIM E.N. FOR FLAT 2x4S ROOF BEAM SIMPSON A35 0 16' O/C PER PLAN 2x4 FLAT 0 24' o/c E.N. 4-16d FLAT FLAT 2x4/BLKG 7 KING POST SIMPSON PC PER PLAN Z2-16d E.N' 16d TOENAIL TOENAIL A R00"F FRAMING PLN SIMPSON PC EA SIDE INVERTED 1/4" 1'-T SHEAR PANEL > 2x SOL BLKG ROOF BEAM PER PLAN 0 24" o/c PER PLAN 2-2x TOP PLATE SEE / -5-A-\ rr rr rr KING POST CONNECTION 3/4#1 V-011 7 EAVE DETAIL 1/2 1,-0:,3 WDRES-23 WDRES-03 (E) (N) INTERMEDIATE (FIELD) 'V NAILING TYPICAL ROOF SHEATHING ROOF FRAMING NOTES ROOF PLYWOOD SHEATHING EDGE NAILING OMM27) 1/2- PS 1-95 CDX PLYWOOD PANEL INDEX 32/16 5 PLY 1. Provide double joist and blocking around all roof openings, E.N. PROVIDE BOUNDARY 8d at 6" O.C. E.N. 2. Provide width of beam post or equal multi -studs (spiked) under ......... . ....... ..... . . ...... .. . . ....... .. .... ...... --- NAILING 0 ALL CONT. 8d at 12" 0,C. FN. all headers and beams - connect with BC. cop U.N,O. ♦PANEL EDGES WHERE (Alt. A34 clips each side) BLOCKING OCCURS 3. Place plywood sheathing perpendicular to rafters and "c" face down. LEGEND ............ _J ..... ....... 4. Inspect nailing prior to roofing, ------ (N) 2x stud wall 0 16" a/c �.A J + 5. All shear walls shall extend to roof sheathing. 0 (E) 2x stud wall 16" a/c 2x ROOF RAFTER + /_6. Top plates of all stud walls shall be 2 pieces the some size as Indicates shear wall, 4 See schedule and detail 5-1 studs. Splices to lop 4'-0" minimum with 8-16d (min) U.N.O. 2x BLKG 0 W a/c w/ 2-16d T.N. 0 EACH END 2x ROOF RAFTERS Indicates rafters, 7, Connect all multiple rafters with 12d nails at 12" on center SEE PLANS See plan. staggered. Three or more multiple rafters shall be bolted together with 1/2" diameter bolts at 24" on center staggered. 2x LEDGER w/ 0 16d 6" a/c, STAGG BLOCKING WHERE OCCURS -SEE PLAN ------- Indicates ceiling joists. on center See plan, 8. Note: California- framing indicates 2x6 rafters at 24' with a 2x8 ridge, Run plywood roof sheathing continuous under California framing (typ). Maximum rafter span 12'-0". BEAMS -SEE PLAN 9. For beam/post connection see detail 6 RAFTER TO WALL N.T.S. 8 PLYWOOD LAYOUT V-0ES-21 4 WOR I �N! THE ABOVE DRAWINGS, SPEOACATIONS, IDEA DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AIC SHXL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL IT REPROMED, VIED, ADAPTED, DISCLOSED, DISTRIBUTEA W, MUSIC, OR USE) OTHOUT THE PRIOR ATTEN CONSENT OF AND APPROPRIATE OOMPE ATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWNGS OR 8PECIRCATIONS SHALL CONSTITUTE OONCLOSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description A ZA 03105 PMN MILK Project Name BARBER RES DENCE D A D 2460 N. PARK LANE Santa Ana, CALIFORNIA 92706 Consultants Structural Engineer r'FESSip Langston & Associates 1810 E. 16th St. ca Santa Ana, California 1 Ph 714,836.8655 Fax 714.836.8087 Contact Jim Langston Mechanical / Plumbing Eng!Xer Building Mechanical Sys ems, Inc. 410 Goddard Irvine, California 9261 Ph 949,453.1999 Fax 949.4531929 Contact Iman Tohidian LR Electrical Engineer GLP Engineering, Inc. 1751 Garry Avenue Santa Ana, California Ph 949.42&8800 Fax 949,428.8805 Contact Gary Petrak Civil Engineer IS & G Engineering, In 1855 W. Katella Avenu Suite 225 Orange, California 928 Ph 714,997.0640 Fax 714.997.0670 Contact Andrew Grechuto Architect 2036 North Broadway 2705 ARCHITECTURE PLANNING / INTERlOf PROJECT MANAGEMENT Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560,9212 Ay WWW.JGARTNER.COM A A NO3 C17450 REN. 11-3&05 0'P C XIA Drawing Description ROOF FRAMING PLAN Project No. Sheet No. 18404 Sn3 Date 12.16.04 fi