HomeMy WebLinkAboutPlansT1-00E. HAVEN SECOND STORY ADDITIONSHEET INDEXAPPLICABLE CODESALL WORK CONFORM TO THE CURRENT EDITIONS OF NATIONAL, STATE AND LOCALCODES, AND OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANYPORTION OF THE WORK. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMINGGENERAL CONSTRUCTION, MECHANICAL, ELECTRICAL, PLUMBING, OR RELATED WORKSHALL COMPLY WITH APPLICABLE SECTIONS OF THE CODES THAT HAVE JURISDICTION:AS ADOPTED AND AMENDED BY THE COUNTY OF LOS ANGELES AND THE CITY OFARCADIA. IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL.PROJECT ADDRESS: 231 EAST HAVEN AVENUEARCADIA, CALIFORNIA 91006AIN: 5772-022-007SCOPE OF WORK: CONSISTS OF A PROPOSED 127 SF 1ST FLOOR ADDITIONTO CONVERT A STUDY ROOM INTO A DINING ROOM ANDTO ADD SPACE TO THE EXISTING LIVING SPACE. PLUS A PROPOSED 1,161 SF 2ND FLOOR ADDITION TOADD THREE NEW BEDROOMS AND A DEN/STUDY ROOM.OCCUPANCY: R-3CONSTRUCTION TYPE: TYPE V-BSPRINKLER ON SITE: NOJURISDICTION: CITY OF ARCADIAZONING: SINGLE-FAMILY RESIDENTIAL R1SETBACKS: REAR (1ST FL): 25'-0" FRONT: 25'-6"REAR (2ND FL): 35'-0"SIDES (1ST FL): 5'-0" SIDE (2ND FL): 10'-0"PARCEL AREA: 6,544 SF (PER LA COUNTY'S GIS)PROJECT SUMMARYPROJECT NAME:HAVEN RESIDENCE ADDITIONAPPLICABLE CODES:2016 CALIFORNIA RESIDENTIAL CODE (CRC), PART 2.5, TITLE 242016 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 242016 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 242016 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 242016 CALIFORNIA ENERGY CODE (CEnC), PART 6, TITLE 242016 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 242016 CALIFORNIA GREEN BUILDING CODE (CGBC), PART 11, TITLE 24VICINITY MAPCITY OF ARCADIA231 EAST HAVEN AVENUEARCADIA, CALIFORNIA 91006T1-00 TITLE SHEETA2-01 EXISTING FIRST FLOOR PLANA2-10 PROPOSED FIRST FLOOR PLANA2-21 PROPOSED ELEVATIONSA2-22 PROPOSED ELEVATIONSDRAINAGE:1. LOT DRAINAGE SHALL BE CONDUCTED TO THE STREET2. DO NOT BLOCK NATURAL DRAINAGE COURSES FROM ADJACENT PROPERTIES.GRADING:1. NO EARTHWORK (GRADING) IS PROPOSED FOR THIS PROJECT.STREET IMPROVEMENT:1. REPLACE ALL BROKEN, CRACKED OR UPHEAVED CURB, CURB AND GUTTER, SIDEWALKAND DRIVEWAY APRONS DUE TO CONSTRUCTION WORK.2. ALL CURBS AND GUTTERS SHALL BE REMOVED AND REPLACED.ENGINEERING NOTESSHEET TITLE SHEETA2-11 PROPOSED SECOND FLOOR PLANA1-10 EXISTING & PROPOSED PLOT PLANA2-12 PROPOSED ROOF PLANAD-01 DETAILSA3-10 MATERIAL BOARDSalvadorJimenezWORKSHOPDESIGN | DRAFTING | INTERIORS | 3D ARTISTTUSTIN, CALIFORNIA 92782tel 323.358.9024 | fax 323.358.9026THIS AND ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS,AESTHETICS AND DESIGNS INCORPORATED THEREIN AREINSTRUMENTS OF SERVICE. THEREFORE ALL INFORMATIONCONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYNATURE. ALL ENCLOSED DOCUMENTS ARE THE REGISTEREDPROPERTY OF S.J. WORKSHOP AND CANNOT BE LAWFULLY USEDIN WHOLE OR IN PART FOR ANY PURPOSE EXCEPT ASDESCRIBED IN THE CONTRACTUAL AGREEMENT BETWEEN S.J.WORKSHOP AND CLIENT.PROJECT SITEA3-11 INSPIRATIONAL IMAGERY BOARDGENERAL NOTESSPECIFICATIONSCONTRACTOR SHALL VISIT THE SITE SO AS TOFAMILIARIZE WITH EXISTING CONDITIONS ANDSATISFY THEMSELVES TO THE NATURE ANDSCOPE OF THE WORK. SUBMISSION OFPROPOSALS SHALL BE CONSTRUED AS EVIDENCETHAT SUCH EXAMINATION HAS BEEN MADE; ANDLATER CLAIMS FOR LABOR, EQUIPMENT ORMATERIALS REQUIRED, OR FOR DIFFICULTIESENCOUNTERED WHICH COULD HAVE BEENFORESEEN WITH SUCH EXAMINATION, WILL NOTBE RECOGNIZED.THE CONTRACTOR SHALL FIELD VERIFY ALLDIMENSIONS AND SITE CONDITIONS PRIOR TOSTARTING ANY WORK TO ENSURE PROPERFITTING OF THE WORK OF OTHER TRADES WITHINTHE WORK.THE CONTRACTOR SHALL NOTIFY THE OWNERIMMEDIATELY OF ANY DISCREPANCIES ORINCONSISTENCIES AND REQUEST INSTRUCTIONSFOR A PROPER COURSE OF ACTION PRIOR TOPROCEEDING WITH ANY CHANGES.THE GENERAL CONTRACTOR SHALL MAKESPECIAL PROVISIONS FOR NOISE AND DUSTCONTROL SO AS NOT TO DISRUPT EXISTINGADJACENT TENANTS.FIELD CONDITIONSU.O.N., SURFACES ADJOINING AREAS OFDEMOLITION AND/OR NEW WORK SHALL BEPATCHED AND REFINISHED AS REQUIRED TOMATCH ADJACENT SURFACES IN ALL ASPECTS,INCLUDING FINISH MATERIAL, COLOR, TEXTURE,FIRE RATING AND SUBSTRATE.PATCH SURFACES WHERE AFFECTED BYINSTALLATION OF NEW MECHANICAL, ELECTRICALAND STRUCTURAL ITEMS. MATCH EXISTINGADJACENT SURFACES AND FINISHES EXCEPTWHERE OTHERWISE NOTED OR INDICATED.WHERE NEW WALL OR CEILING CONTINUESEXISTING WALL OR CEILING, ALIGN VISIBLE NEWSURFACE WITH EXISTING. ADJUST AND STAGGERSTUDS IF REQUIRED TO ALIGN FACE OF WALLS.THE CONTRACTOR SHALL SUPERVISE ALLCUTTING, PATCHING, REPAIRING, RESTORING,AND ANY NECESSARY ACTION TO COMPLETE THEWORK. THE CONTRACTOR SHALL RESTORE ANDMATCH ANY DAMAGED WORK TO THE ORIGINALCONDITION TO THE OWNER'S SATISFACTIONEXISTING CONDITIONSPROTECT ALL ADJACENT AREAS FROM DUST,FUMES, SMOKE, WATER, WEATHER AND NOISE.PROTECT ALL ADJACENT BUILDINGCOMPONENTS-FINISHES & EQUIPMENT. SHOULDDAMAGE OCCUR, REPAIR, PATCH OR REPLACE ATNO ADDITIONAL COST TO THE OWNER.TEMPORARY STORAGE OF EQUIPMENT SHALL BEPROTECTED FROM VANDALISM. STORE IN ALOCATION THAT IS ACCEPTABLE TO THE OWNER.THE CONTRACTOR SHALL BE RESPONSIBLE FORCONTINUOUS CLEAN UP OF THE SITE OF ALLDEBRIS WHETHER CREATED BY HIS WORK OR THEFAILURE OF HIS SUB-CONTRACTORS TO CLEANUPAFTER THEIR WORK.U.O.N., DIMENSIONS ON DRAWINGS ARE SHOWN TOCENTERLINE OF COLUMNS, TO FACE OF CONCRETE,FACE OF EXTERIOR AND INTERIOR PARTITIONS. ALLCEILING HEIGHTS INDICATED ARE FROM FINISHFLOOR TO FINISH CEILING.U.O.N., FLOOR ELEVATIONS ARE TO TOP OFSUBSTRATE FLOORING.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONSTAKE PRECEDENCE. DIMENSIONS SHALL GOVERNAND LARGE SCALE DETAILS SHALL GOVERN OVERSMALLER SCALE DRAWINGS. SPECIFICATIONS SHALLGOVERN OVER DRAWINGS.WALLS NOT DIMENSIONED ARE TO ALIGN WITHEXISTING WALLS OR BE ABUTTED OR APPLIED TOEXISTING WALLS PER DRAWINGS. DOORS NOTDIMENSIONED AND SHOWN JAMB TIGHT SHALL BESET 4" FROM PERPENDICULAR WALL TO OUTER EDGEOF DOOR JAMB.U.O.N., SPECIFIC NOTES AND DETAILS ON DRAWINGSSHALL TAKE PRECEDENCE OVER GENERAL NOTESAND TYPICAL DETAILS. SPECIFIC NOTES ON DETAILSAPPLY TO SIMILAR CONDITIONS.REFERENCE TO ANY DETAIL OR DRAWING IS FORCONVENIENCE ONLY AND DOES NOT LIMIT THEAPPLICATION OF SUCH A DRAWING OR DETAIL.ALL DETAILS ARE TYPICAL UNLESS OTHERWISENOTED OR REFERENCED ON DRAWINGS.THE CONTRACT DOCUMENTS INDICATE THE CONCEPTAND POTENTIAL METHOD OF EXECUTING THE WORK.FIELD MODIFICATIONS MAY BE REQUIRED AND SHALLBE PART OF THE SCOPE OF WORK.THE INTENTION OF THE CONTRACT DOCUMENTS ISTO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT,AND TRANSPORTATION NECESSARY FOR THECOMPLETE AND PROPER EXECUTION OF THE WORK.NO MODIFICATIONS FROM THE DOCUMENTS SHALL BECONDUCTED PRIOR TO THE APPROVAL OF THEOWNER.DISCREPANCIES IN DRAWINGS OR SPECIFICATIONS,OR BETWEEN DRAWINGS, SPECIFICATIONS, AND ORSITE CONDITIONS SHALL BE REVIEWED WITH THEDESIGNER AND/OR OWNER PRIOR TO PROCEEDINGWITH THE WORK.THE DESIGN, ADEQUACY AND SAFETY OF ERECTIONBRACING, SHORING, TEMPORARY SUPPORTS, ETC., ISTHE SOLE RESPONSIBILITY OF THE CONTRACTOR.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THESTABILITY OF THE STRUCTURE AND PROVIDENECESSARY BRACING PRIOR TO THE APPLICATION OFALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS,AND FINISH MATERIALS. THE CONTRACTOR SHALL BERESPONSIBLE FOR INITIATING, MANUFACTURING,AND SUPERVISING ALL SAFETY PRECAUTIONS ANDPROGRAMS IN CONNECTION WITH THE WORK.DRAWINGS / SPECIFICATIONS- ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THEATTACHED SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.- UNLESS OTHERWISE NOTED, ALL MATERIALS AND PRODUCTSSHALL BE NEW AND SPECIFICALLY FOR THE USE IN PROJECT.- UNLESS OTHERWISE NOTED, CONSTRUCTION COST SHALLINCLUDE LABOR AND MATERIALS.SECTION 01630 - SUBSTITUTIONS- NO PRODUCT MAY BE SUBSTITUTED WITHOUT APRIOR SUBMITTAL TO AND APPROVAL OF OWNER.- PRODUCTS DEEMED NOT AS AN "EQUAL" OR"BETTER" THAN THE SPECIFIED PRODUCT MAY NOTBE SUBSTITUTED.- IT IS THE RESPONSIBILITY OF THE CONTRACTORTO VERIFY THAT SUCH SUBSTITUTION IS "EQUAL"OR "BETTER" PRIOR TO THE SUBMITTAL.- REQUEST FOR SUBSTITUTION SHALL BEREVIEWED BY THE CONTRACTOR AS EQUAL ORBETTER THAN SPECIFIED PRODUCT PRIOR TOSUBMITTAL.- ANY ADDITIONAL COST AS A RESULT OF ASUBSTITUTION SHALL BE BORNE BY THECONTRACTOR.SECTION 01650 - PRODUCTHAND'G/PROTECTION- TRANSPORT, DELIVER, HANDLE AND STOREMATERIALS AND EQUIPMENT AT THE JOB SITE IN AMANNER THAT WILL PREVENT DAMAGE, INCLUDINGINTRUSIONS FROM FOREIGN MATTER ANDMOISTURE.- MAINTAIN PACKAGED MATERIALS FROMMANUFACTURER'S ORIGINAL CONTAINER UNTILSUCH TIME WHEN THEY WILL BE INSTALLED.- PROVIDE BARRICADE AND SECURITY ASREQUIRED TO PROTECT PRODUCT.SECTION 01710 - CLEANING- PREMISES SHALL BE MAINTAINED CLEAN OFWASTE, DEBRIS AND RUBBISH AT ALL TIMES.- PROVIDE ON-SITE DUMP CONTAINERS DURING THECOURSE OF CONSTRUCTION.- AT FINAL CLEANING REMOVE ALL DEBRIS FROMSITE, REMOVE ALL STAINS, MARKS, PAINT SPOTS,DUST, AND OTHER BLEMISHES AND DEFECTS.- USE ONLY CLEANING MATERIALS RECOMMENDEDBY MANUFACTURERS.SECTION 01720 - PROJECT RECORDDOCUMENTS- THE CONTRACTOR SHALL MAINTAIN ON SITE A SETOF CONSTRUCTION DOCUMENTS FOR THE PURPOSEOF RECORDING AS-BUILT CONDITIONS.- AT THE END OF THE PROJECT, ALL AS-BUILTDRAWINGS SHALL BE TURNED OVER TO THE OWNERFOR RECORD KEEPING.SECTION 01740 - WARRANTIES &GUARANTEES- THE CONTRACTOR SHALL COLLECT ALL WRITTENWARRANTIES AND GUARANTEES INTO A BOUND BOOKAND DELIVER TO THE OWNERS.- ASSEMBLE ALL MANUFACTURERS' WARRANTIESAND GUARANTEES WITH THE OWNER'S NAME AS THEBENEFICIARY, INCLUDING ALL EXTENDEDWARRANTIES.DIVISION 1 - GENERALREQUIREMENTSSECTION 01010 - SUMMARY OF WORK- SECOND STORY ADDITION TO AN EXISTING ONESTORY SINGLE FAMILY RESIDENCE.- SCOPE OF WORK INCLUDES PROVIDING LABOR,MATERIALS AND EQUIPMENT FOR, BUT NOT LIMITEDTO: DEMOLITION OF EXISTING CONDITIONS WHERENEEDED, PREPARATION OF SITE FOR THECONSTRUCTION OF A SINGLE FAMILY REMODELINCLUDING STRUCTURE AND FINISHES.SECTION 01045 - CUTTING ANDPATCHING- EXECUTE ALL CUTTING (INCLUDING EXCAVATION),FITTING OR PATCHING TO MAKE PARTS FITPROPERLY, TO MATCH EXISTING WHEREAPPLICABLE, TO REMOVE AND / OR REPLACE WORKNOT CONFORMING TO THE REQUIREMENTS OF THECONTRACT DOCUMENTS.SECTION 01060 - REGULATORYREQUIREMENTS- PERFORM ALL WORK IN ACCORDANCE TO THELATEST ENFORCED STATUTES, ORDINANCES, LAWS,RULES, CODES, REGULATIONS STANDARDS ANDLAWFUL ORDERS OF ALL PUBLIC AUTHORITIESHAVING JURISDICTION.SECTION 01150 - ENVIRONMENTALPROTECTION- COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WATER, AIR, SOLIDWASTE AND NOISE POLLUTION.SECTION 01300 - SUBMITTALS- SUBMIT SIX (3) SETS OF MANUFACTURER'S DATA,SHOP DRAWINGS AND SAMPLES FOR OWNER'SAPPROVAL.- CONTRACTOR SHALL LABEL, REVIEW AND NOTECHANGES ON SUBMITTALS PRIOR TO SUBMITTINGTO THE OWNER.SECTION 01310 - CONSTRUCTIONSCHEDULE- WITHIN 5 DAYS OF CONTRACT AWARD, THECONTRACTOR SHALL PROVIDE A PROJECTSCHEDULE TO OWNER.SECTION 01410 - QUALITY CONTROL- PRIOR TO INSTALLATION OF ANY WORK, THECONTRACTOR SHALL INSPECT THE WORKCONDITIONS AND ARRANGE FOR CORRECTION ASREQUIRED OF DEFECTIVE WORKMANSHIP ORMATERIAL THAT MAY AFFECT THE WORK TO BEINSTALLED.- INSTALLATION OF NEW WORK CONSTITUTESACCEPTANCE THAT THE WORK IN PLACE IS INPROPER CONDITIONS AND WAIVER OF CLAIM THATTHE WORK IN PLACE IS DEFECTIVE.NEWCONSTRUCTIONEXISTINGTO REMAINEXISTING TOBE REMOVEDABBREVIATION / SYMBOLSDRAWING #DRAWING #ELEVATION #REVISION #DETAIL #REVISIONINTERIORELEVATIONDETAILCONSTRCONTCONSTRUCTIONCONTINUOUSDBLDEMODIMDOUBLEDEMOLISHDIMENSIONON CENTEROPENINGOPPOSITEOCOPNGOPPTHKTYPTHICK/THICKNESSTYPICALUNLESS OTHERWISE NOTEDVERIFY IN FIELDWITHWITHOUTWOODVIFW/W/0WDUONBDBKGBLDGBLKGAFFAFGAPPROXABVCLCLGCMUCPCONCABOVE FINISHED FLOORABOVE FINISHED GRADEAPPROXIMATE(LY)ABOVECENTERLINECLEARMASONRY UNITCARPETCONCRETEBOARDBACKINGBUILDINGBLOCKING(E)EAELEVELECEPEXTFINFLFTEXISTINGEACHELEVATIONELECTRICALELECTRICAL PANELEXTERIORFINISHFLOORFOOT / FEETAX-XXXAX-XXXDEMOLITIONA1-02 SETBACK EXHIBIT & DEMO CALCA1-01 SITE CONTEXT PHOTOSA2-30 WINDOW & DOOR SCHEDULELOT SIZE 6,544 SFPROJECT DATAEXISTING (SF) PROPOSED (SF) TOTAL (SF)LIVING AREA 1,608 SF 1,288 SF 2,896 SFGARAGE 0 SF (demo) 440 SF 440 SFCOVERED PORCH 0 SF (demo) 18 SF 18 SFHIGH VOLUME CEILING 0 SF 16 SF 16 SFMAX LOT COVERAGE: 35% OF 6,544 SF = 2,290 SFPROPOSED LOT COVERAGE: 1,735 SF (1st fl) + 440 SF (garage)+ 18 SF (porch) = 2,193 SFMAX FLOOR AREA RATIO: 45% OF 6,544 SF = 2,944 SFPROPOSED FAR: 2,896 SF (living area) + 16 (ceiling) = 2,912 SFA2-23 PROPOSED BUILDING SECTION
A1-01SITE CONTEXT1SCALE:NONESITE CONTEXT PHOTOGRAPHSSalvadorJimenezWORKSHOPDESIGN | DRAFTING | INTERIORS | 3D ARTISTTUSTIN, CALIFORNIA 92782tel 323.358.9024 | fax 323.358.9026THIS AND ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS,AESTHETICS AND DESIGNS INCORPORATED THEREIN AREINSTRUMENTS OF SERVICE. THEREFORE ALL INFORMATIONCONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYNATURE. ALL ENCLOSED DOCUMENTS ARE THE REGISTEREDPROPERTY OF S.J. WORKSHOP AND CANNOT BE LAWFULLY USEDIN WHOLE OR IN PART FOR ANY PURPOSE EXCEPT ASDESCRIBED IN THE CONTRACTUAL AGREEMENT BETWEEN S.J.WORKSHOP AND CLIENT.PHOTOGRAPHS23123523922722323023423822622214231 - WEST SIDE VIEW9231 - REAR VIEW7231 - REAR VIEW5231 - EAST SIDE VIEW4239 - FRONT VIEW3235 - FRONT VIEW2238 - FRONT VIEW1234 - FRONT VIEW6230 - FRONT VIEW8231 - EAST SIDE VIEW10226 - FRONT VIEW13227 - FRONT VIEW12223 - FRONT VIEW11222 - FRONT VIEW1261011348131214597EAST HAVEN AVENUE, ARCADIA
A1-02SETBACK EXHIBIT1SCALE:NONESETBACK EXHIBITSalvadorJimenezWORKSHOPDESIGN | DRAFTING | INTERIORS | 3D ARTISTTUSTIN, CALIFORNIA 92782tel 323.358.9024 | fax 323.358.9026THIS AND ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS,AESTHETICS AND DESIGNS INCORPORATED THEREIN AREINSTRUMENTS OF SERVICE. THEREFORE ALL INFORMATIONCONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYNATURE. ALL ENCLOSED DOCUMENTS ARE THE REGISTEREDPROPERTY OF S.J. WORKSHOP AND CANNOT BE LAWFULLY USEDIN WHOLE OR IN PART FOR ANY PURPOSE EXCEPT ASDESCRIBED IN THE CONTRACTUAL AGREEMENT BETWEEN S.J.WORKSHOP AND CLIENT.DEMOLITION EXHIBIT25'-6"(E) 25'-2"(E) 25'-10"Site AAddress: 227 E. HavenExisting Setback: 25'-2"Site BAddress: 235 E. HavenExisting Setback: 25'-10"25'-2" (site A) + 25'-10" (site B) = 51'-0"51'-0" / 2 = 25'- 6" Average SetbackProject SiteAddress: 231 E. HavenProposed Setback: 25'-6"2SCALE:NONEDEMOLITION EXHIBIT(E) 22'-3 1/2"(E) 36'-5"(E) 31'-4 1/4"(D) 7'-3 1/2"(D) 19'-5 1/2"(E) 8'-6 1/2"(E) 12'-10 3/4"(D) 6 1/2"(D) 32'-4 1/2"(D) 4'-2 1/2"(D) 9'-7"(E) 22'-3 1/2" + 36'-5" + 31'-4 1/4" + 8'-6 1/2" + 12'-10 3/4" = EXISTING EXTERIOR WALL TO REMAIN 111'-6"(D) 9'-7" + 32'-4 1/2" + 4'-2 1/2" + 7'-3 1/2" + 6 1/2" + 19'-5 1/2" = EXISTING EXTERIOR WALL TO BE DEMOLISHED 73'- 5 1/2"TOTAL EXISTING EXTERIOR WALL = 184'-11 1/2"(D) 73'-5 1/2" * 100 / 184'-11 1/2" = 39.75% OF EXISTING EXTERIOR WALL TO BE DEMOLISHEDEXISTING EXTERIOR WALL TO BE DEMOLISHEDEXISTING EXTERIOR WALL TO REMAIN12'-0"PARKWAYEXISTING WINDOW TO BE FILLED TO MATCHPROPOSED EXTERIOR WALL FINISHDW -1DW -1DW -1
A1-101SCALE:1/8"=1-0"NPROPOSED PLOT PLANCL
2NEW HARDSCAPE PATHWAY, BY OTHERS.3NEW CONCRETE DRIVEWAY, BY OTHERS.5EXISTING LANDSCAPING TO REMAIN.GENERAL NOTES1PROPOSED 2ND STORY ADDITION TO AN EXISTING 1-STORY SINGLE FAMILY RESIDENCE, SEE SHEETS 1/A2-10 & 1/A2-11.SITE PLAN NOTE:1. NO PROPOSED TERRAIN SLOPES TO BE ALTERED OR MODIFIED ONSITE. ALL EXISTING TERRAIN SLOPES ON SITE TO BE MAINTAINED ASSUCH AND CONSERVED IN THEIR PRESENT NATURAL FORM.CONTRACTOR TO VERIFY AT LEAST 2% GRADE SLOPE AWAY FROM ALLSTRUCTURES ON SITE.2. NO TREES ON SITE WILL BE REMOVED. ALL TREES ON SITE TOREMAIN IN PLACE.3. ALL CURBS AND GUTTERS SHALL BE REMOVED AND REPLACED.PLOT PLAN KEYNOTESPLOT PLAN LEGENDPROPOSED ROOFEXISTING OR PROPOSED FLOOR PLAN BELOW(FOR REFERENCE ONLY).EXISTING SHRUB ON SITE.EXISTING ROOF TO BE DEMOLISHEDSalvadorJimenezWORKSHOPDESIGN | DRAFTING | INTERIORS | 3D ARTISTTUSTIN, CALIFORNIA 92782tel 323.358.9024 | fax 323.358.9026THIS AND ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS,AESTHETICS AND DESIGNS INCORPORATED THEREIN AREINSTRUMENTS OF SERVICE. THEREFORE ALL INFORMATIONCONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYNATURE. ALL ENCLOSED DOCUMENTS ARE THE REGISTEREDPROPERTY OF S.J. WORKSHOP AND CANNOT BE LAWFULLY USEDIN WHOLE OR IN PART FOR ANY PURPOSE EXCEPT ASDESCRIBED IN THE CONTRACTUAL AGREEMENT BETWEEN S.J.WORKSHOP AND CLIENT.134'-4" WEST PROPERTY LINE127'-4" EAST PROPERTY LINE50'-0" NORTH PROPERTY LINE
50'-6" SOUTH
PROPERTY LINE2SCALE:1/8"=1-0"DEMO PLOT PLANCL
134'-4" WEST PROPERTY LINE127'-4" EAST PROPERTY LINE50'-0" NORTH PROPERTY LINE
50'-6" SOUTH
PROPERTY LINE N5'-0" 1ST FLRREQUIRED SETBACK5'-0" 1ST FLRREQUIRED SETBACK25'-6"REQUIRED SETBACKPROPOSED 48'-10"2ND FLOOR LEVEL(E) 42'-6"1ST FLOOR LEVEL(E) 8'-2"1ST FLOOR LEVELPROPOSED 11'-8"2ND FLOOR LEVELPROPOSED 5'-6"1ST FLOOR LEVELPROPOSED 25'-6"1ST FLOOR LEVELPROPOSED 10'-0"2ND FLOOR LEVEL10'-0" 2ND FLRREQUIRED SETBACKREFERENCE POINT BREFERENCE POINT ABA4EXISTING CHIMNEY TO REMAIN AND RESURFACE.132465AIN : 5772-022-007D1DEMO EXISTING HARDSCAPE PATHWAY.D2DEMO DRIVEWAY.D1D2D3D3DEMO ROOF OF EXISITING SINGLE STORY FAMILYRESIDENCE. 10'-0" 2ND FLRREQ'D SETBACK6PROPOSED LANDSCAPING, SEE SHEET L1-01.12'-0"PARKWAY18'-2"DRIVEWAYA/C CONDENSING UNITWATER HEATERPODOCARPUS GRACILIOR TREEAFRICAN FERN PINE - TO REMAIN.TRUNK SIZE: 18" DIAMETERTREE HEIGHT: 28' TALLLANDSCAPING AREA TO BE REHABILITATED = TOTAL OF 928 SFNOT TO EXCEED 2,500 SF.D4D4LANDSCAPING AREA TO BE REHABILITED = 928 SF OF AREANOT TO EXCEED 2,500 SF OF AREA. SEE SHEET L1.01CARPE MYRTLE TREE - TO REMAIN.TRUNK SIZE: 12" DIAMETERTREE HEIGHT: 15' TALLEXISTING SHRUBS TO REMAIN.EXISTING SHRUBSTO REMAIN.
A2-01EXISTING FIRST 1SCALE:1/4"=1-0"FLOOR PLANEXISTING FIRST FLOOR PLANFLOOR PLAN KEYNOTESFLOOR PLAN NOTESWALL LEGEND1. WALL STUD SIZE INDICATED IN KEYNOTES AND ON PLAN ARE PROVIDED TOSET WALL WIDTH. SEE STRUCTURAL PLANS FOR ACTUAL STUD & POST REQ'S.2. CEILING HEIGHTS INDICATED ARE NOMINAL FROM TOP OF SHEATHING TOBOTTOM OF FLOOR FRAMING / TOP OF PLATE ABOVE.3. PROVIDE CONCEALED 2x BLOCKING WITHIN STUD WALL AS REQUIRED, FORSUPPORT OF CLOSET SHELF AND POLE.4. SLEEPING ROOMS SHALL HAVE A WINDOW OR EXTERIOR DOOR FOREMERGENCY ESCAPES PER C.B.C. SECTION 1029. OPENINGS SHALL HAVE AMINIMUM NET CLEAR OPENING OF 5.7 SQ. FT., MINIMUM NET CLEAR HEIGHT OF24", AND A MINIMUM NET CLEAR WIDTH OF 20".5. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH ASHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH ANONABSORBENT SURFACE EXTENDING TO A HEIGHT OF NOT LESS THAN 6FEET ABOVE THE FLOOR.6. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SQ. IN. OFFLOOR AREA, AND ENCOMPASS 30" DIAMETER CIRCLE.7. SMOKE ALARMS SHALL BE TESTED & MAINTAINED IN ACCORDANCE WITHMANUF. INSTRUCTIONS. SMOKE ALARMS SHALL BE REPLACED AFTER 10YEARS FROM THE DATE OF MANUF. MARKED ON THE UNIT.8. CONVENTIONAL IONIZATION SMOKE ALARMS THAT ARE SOLELY BATTERYPOWERED SHALL BE EQUIPPED WITH A 10 YEAR BATTERY AND HAVE ASILENCE FEATURE.1EXISTING EXTERIOR WALL TO REMAIN.2EXISTING INTERIOR WALL TO REMAIN.3EXISTING WALL TO BE REMOVED.7EXISTING FLOOR FINISH TO BE REMOVED.4EXISTING DOOR TO BE REMOVED.6EXISTING COUNTERTOP TO BE REMOVED.5EXISTING WINDOW TO BE REMOVED.EXISTING WALL TO REMAINEXISTING WALL TO BE REMOVED (FUTURE)FLOOR PLAN NOTE:1. CONTRACTOR WILL REMOVE AND REPLACE DRYWALL WHERENEEDED IN ALL DEMO WORK.2. ALL EXISTING FLOORING WILL BE DEMO AND REPLACED WITHVINYL FLOORING OR BY OWNER'S SELECTION.3. ALL RESTROOM'S FIXTURES AND FINISHES WILL BE DEMO ANDREPLACED WITH NEW BY OWNER'S SELECTION. ALL RESTROOMS WILLMAINTAIN EXISTING LAYOUT UNLESS ILLUSTRATED OTHERWISE INPLANS.6'-4"16'-8 1/2"36'-5"10'-6"9'-2 1/2"6'-6"3'-10 1/2"1'-11"3'-3 1/2"18'-4 1/2"41'-11 1/2"32'-4 1/2"9'-7"14'-0"7"6'-7 1/2"9'-11"1'-10"8'-0"12"6'-11 1/2"7'-0 1/2"58'-11"31'-4 1/4"8'-6 1/2"6'-2 1/2"4'-6"10'-5"5'-8 3/4"3'-7 3/4"4'-0"5'-8 1/2"5'-8"4'-6"4'-4 1/2"4'-2"1'-3 3/4"2'-7"58'-11"22'-3 1/2"7'-3 1/2"8'-6 1/2"11'-2 3/4"2'-6 1/4"1'-9"19'-5 1/2"4'-2 1/2"5'-8"5'-11 1/2"5'-5"2'-5"EXISTING GARAGEEXISTING BEDROOMEXISTING STUDYEXISTING MASTEREXISTING LIVINGEXISTING KITCHENEXISTING FAMILYBATHROOMMASTERBATHBATHROOMSalvadorJimenezWORKSHOPDESIGN | DRAFTING | INTERIORS | 3D ARTISTTUSTIN, CALIFORNIA 92782tel 323.358.9024 | fax 323.358.9026THIS AND ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS,AESTHETICS AND DESIGNS INCORPORATED THEREIN AREINSTRUMENTS OF SERVICE. THEREFORE ALL INFORMATIONCONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYNATURE. ALL ENCLOSED DOCUMENTS ARE THE REGISTEREDPROPERTY OF S.J. WORKSHOP AND CANNOT BE LAWFULLY USEDIN WHOLE OR IN PART FOR ANY PURPOSE EXCEPT ASDESCRIBED IN THE CONTRACTUAL AGREEMENT BETWEEN S.J.WORKSHOP AND CLIENT.21345677777
4:124:124:124:124:124:124:124:124:124:124:124:124:124:124:124:123AD-013AD-01EAVE, TYP.EAVE, TYP.4:124:124:124:124:124:124:124:12A2-12PROPOSED ROOF PLAN1SCALE:1/4"=1-0"PROPOSED ROOF PLAN7.1.ALL ROOFING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.REFER TO EXTERIOR ELEVATIONS FOR ROOF TO WALL FLASHING DETAILS.6.PAINT ALL EXPOSED ITEMS AND SURFACES NOT PROVIDED W/ A FACTORYFINISH TO PROTECT AGAINST THE ELEMENTS.2.ALL ROOFING TO BE INSTALLED OVER MINIMUM (2) LAYERS 30 LB ROOF FELTWEATHER BOARD LAPPED.3.NO ROOF PENETRATIONS (I.E. ATTIC VENTS, PLUMBING OR DRYER VENTS, ETC.)TO OCCUR WITHIN 1'-6" OF VALLEYS, HIPS OR RIDGES.4.AT "CALIFORNIA" DOUBLE FRAMING AREAS, PROVIDE OPENING INTO THE MAINATTIC SPACE FOR ADEQUATE VENTILATION. IF DOUBLE FRAME AREA HASMORE THAN 30" HEADROOM, PROVIDE A 22"x30" ACCESS THROUGH THE MAINROOF SHEATHING. VERIFY OPENINGS IN ROOF SHEATHING WITH STRUCTURALENGINEER.5.PLUMBING VENT STACK TERMINATIONS TO BE LOCATED A MIN. OF 10'-0" AWAYFROM ATTIC VENT PER CPC SEC. 906.2.ROOF NOTESSLOPE ROOF 4:12 U.N.OROOFING MATERIAL: CONCRETE FLAT TILE BY EAGLE ROOFING -4697 SLATE RANGE "BEL AIR" SERIES OR APPROVED EQUAL OVERMFR'S APPROVED UNDERLAYMENT.4:12ROOF SYMBOLSSalvadorJimenezWORKSHOPDESIGN | DRAFTING | INTERIORS | 3D ARTISTTUSTIN, CALIFORNIA 92782tel 323.358.9024 | fax 323.358.9026THIS AND ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS,AESTHETICS AND DESIGNS INCORPORATED THEREIN AREINSTRUMENTS OF SERVICE. THEREFORE ALL INFORMATIONCONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYNATURE. ALL ENCLOSED DOCUMENTS ARE THE REGISTEREDPROPERTY OF S.J. WORKSHOP AND CANNOT BE LAWFULLY USEDIN WHOLE OR IN PART FOR ANY PURPOSE EXCEPT ASDESCRIBED IN THE CONTRACTUAL AGREEMENT BETWEEN S.J.WORKSHOP AND CLIENT.
1AD-012AD-017AD-018AD-019AD-015AD-014AD-013AD-015AD-011AD-012AD-0110AD-0111AD-0112AD-0110AD-0111AD-0112AD-015AD-013AD-017AD-018AD-019AD-014AD-01A2-20PROPOSED ELEVATIONS1SCALE:1/4"=1-0"PROPOSED SOUTH ELEVATION2SCALE:1/4"=1-0"ELEVATION KEYNOTES1. DUCT TERMINATION TO OCCUR MINIMUM 3'-0" FROM WINDOW OR DOOROPENINGS INTO DWELLING UNIT PER C.M.C.2. ALL DIMENSIONS SHOWN ARE FROM TOP OF FINISHED FLOOR SLAB ATFIRST FLOOR OR TOP OF WOOD FLOOR SHEATHING AT ALL OTHERFLOORS AT INTERIOR OF THE RESIDENCE.3. ALL WINDOW HEADS ARE 8'-0" A.F.F. UNLESS NOTED OTHERWISE.WINDOWS ADJACENT TO DOORS ALIGN WITH DOOR TRIM.4. ALL HORIZONTAL PLASTER SURFACES 3" OR MORE IN DEPTH SHALLRECEIVE SELF ADHESIVE FLASHING WEATHERBOARD-LAPPED MINIMUM 3"WITH BUILDING PAPER ON ALL SIDES PRIOR TO THE APPLICATION OFWIRE LATH AND PLASTER.5. FOAM PROJECTIONS MAY BE USED UP TO 4" THICK. 2x WOOD FRAMING ISREQUIRED AT ALL OTHER CONDITIONS.6. PROVIDE (2) LAYERS OF GRADE 'D' BUILDING PAPER AT WOOD SHEATHEDWALLS RECEIVING EXTERIOR PLASTER.7. HORIZONTAL AND VERTICAL CONTROL JOINTS IN EXTERIOR CEMENTPLASTER: LOCATE WHERE INDICATED ON ELEVATIONS. IN AREAS NOTELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN144 SQ. FT. ON WALLS AND NOT MORE THAN 100 SQ. FT. ON HORIZONTALAPPLICATIONS. DISTANCE B/T JOINTS SHALL NOT EXCEED 18 FEET INEITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1.HORIZONTAL JOINTS SHALL WRAP OUTSIDE CORNERS AND RETURN TOTHE NEAREST INSIDE CORNER ALONG WALLS THAT RETURN TO ASURFACE BEYOND. REFER TO DETAIL 12/AD-01.8. IN REGARDS TO THE PROPERTY LINE REFERENCE POINT A & POINT B SEESITE PLAN, SHEET A1-11 FOR CORRESPONDING INFORMATION.ELEVATION NOTESPROPOSED EAST ELEVATION8'-4"7'-0"F.F.HDR.TPL9'-1" 24'-8" MAX BUILDING HEIGHT8'-0"F.F.HDR.24165SalvadorJimenezWORKSHOPDESIGN | DRAFTING | INTERIORS | 3D ARTISTTUSTIN, CALIFORNIA 92782tel 323.358.9024 | fax 323.358.9026THIS AND ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS,AESTHETICS AND DESIGNS INCORPORATED THEREIN AREINSTRUMENTS OF SERVICE. THEREFORE ALL INFORMATIONCONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYNATURE. ALL ENCLOSED DOCUMENTS ARE THE REGISTEREDPROPERTY OF S.J. WORKSHOP AND CANNOT BE LAWFULLY USEDIN WHOLE OR IN PART FOR ANY PURPOSE EXCEPT ASDESCRIBED IN THE CONTRACTUAL AGREEMENT BETWEEN S.J.WORKSHOP AND CLIENT.1'-5"9108'-4"7'-0"F.F.HDR.TPL9'-1"24'-8" MAX BUILDING HEIGHT8'-0"F.F.HDR.1'-5"5137PROPERTY LINE AT REFERENCE POINT BPROPERTY LINE AT REFERENCE POINT A30O27'-6"FRONT SETBACK AT POINT A27'-6"FRONT SETBACK AT POINT B23223-COAT EXTERIOR PLASTER SYSTEM: "SMOOTH" FINISH MINIMUM 7/8" THICK OVER GRADE 'D' MINIMUM BUILDING PAPER. PROVIDE (2) LAYERS OF BUILDING PAPER OVER FRAMING.11WALL AND FLOOR CONTROL/DRAINAGE JOINT: OCCURS AT ALL FLOOR LEVELS.5SINGLE HUNG VINYL WINDOW: MILGARD MONTECITO WITH 5/8" FLAT GRID.FRAME COLOR: TAN9LIGHT FIXTURE: EXTERIOR DECORATIVE LIGHT FIXTURE. SEE OWNER'S SPECS.6BRICK VENEER: 671 SMOOTH - GRAY BY BELDEN BRICK.3EXISTING CHIMNEY TO REMAIN. RECLAD WITH BRICK VENEER.SEE KEYNOTE #6 FOR MORE INFO.7FIBER CEMENT PANEL: JAMES HARDIE SMOOTH PANEL8GUTTER AND DOWNSPOUT: PRE-FINISHED 6" OGEE GUTTER, PAINTED TOMATCH ADJACENT SURFACE WITH 3" DIA. PRE-FINISHED DOWNSPOUT. WHENDOWNSPOUT ENCOUNTERS TRIM ELEMENTS, FORM FIT DOWNSPOUTAROUND TRIM. FACTORY PAINTED TO MATCH WINDOW TRIM "ESPRESSO".1ROOFING: CONCRETE FLAT TILE BY EAGLE ROOFING - 4697 SLATE RANGE "BEL AIR" SERIES OR APPROVED EQUAL O/2 LAYERS 30# FELT.INSTALL PER MANUF'S SPECS.76694WOOD ENTRY DOOR - CLASSIC CRAFT AMERICAN STYLE COLLECTIONW/ DRIFTWOOD COLOR & CHINCHILLA GLASS COLONIAL S-LITEBY THERMA TRU OR APPROVED EQUAL.10GARAGE DOOR: WOOD DOOR "SIGNATURE CARRIAGE - PARSON" BRISTO WITE MODEL BY OVERHEAD DOOR OR EQUAL. AVERAGE (E) GRADEAVERAGE (E) GRADE
7AD-011AD-013AD-013AD-012AD-018AD-019AD-014AD-0110AD-0111AD-0112AD-017AD-011AD-012AD-018AD-019AD-013AD-014AD-013AD-01A2-21PROPOSED ELEVATIONS1SCALE:1/4"=1-0"PROPOSED NORTH ELEVATION2SCALE:1/4"=1-0"ELEVATION KEYNOTES1. DUCT TERMINATION TO OCCUR MINIMUM 3'-0" FROM WINDOW OR DOOROPENINGS INTO DWELLING UNIT PER C.M.C.2. ALL DIMENSIONS SHOWN ARE FROM TOP OF FINISHED FLOOR SLAB ATFIRST FLOOR OR TOP OF WOOD FLOOR SHEATHING AT ALL OTHERFLOORS AT INTERIOR OF THE RESIDENCE.3. ALL WINDOW HEADS ARE 8'-0" A.F.F. UNLESS NOTED OTHERWISE.WINDOWS ADJACENT TO DOORS ALIGN WITH DOOR TRIM.4. ALL HORIZONTAL PLASTER SURFACES 3" OR MORE IN DEPTH SHALLRECEIVE SELF ADHESIVE FLASHING WEATHERBOARD-LAPPED MINIMUM 3"WITH BUILDING PAPER ON ALL SIDES PRIOR TO THE APPLICATION OFWIRE LATH AND PLASTER.5. FOAM PROJECTIONS MAY BE USED UP TO 4" THICK. 2x WOOD FRAMING ISREQUIRED AT ALL OTHER CONDITIONS.6. PROVIDE (2) LAYERS OF GRADE 'D' BUILDING PAPER AT WOOD SHEATHEDWALLS RECEIVING EXTERIOR PLASTER.7. HORIZONTAL AND VERTICAL CONTROL JOINTS IN EXTERIOR CEMENTPLASTER: LOCATE WHERE INDICATED ON ELEVATIONS. IN AREAS NOTELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN144 SQ. FT. ON WALLS AND NOT MORE THAN 100 SQ. FT. ON HORIZONTALAPPLICATIONS. DISTANCE B/T JOINTS SHALL NOT EXCEED 18 FEET INEITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1.HORIZONTAL JOINTS SHALL WRAP OUTSIDE CORNERS AND RETURN TOTHE NEAREST INSIDE CORNER ALONG WALLS THAT RETURN TO ASURFACE BEYOND. REFER TO DETAIL 12/AD-01.ELEVATION NOTESPROPOSED WEST ELEVATIONSalvadorJimenezWORKSHOPDESIGN | DRAFTING | INTERIORS | 3D ARTISTTUSTIN, CALIFORNIA 92782tel 323.358.9024 | fax 323.358.9026THIS AND ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS,AESTHETICS AND DESIGNS INCORPORATED THEREIN AREINSTRUMENTS OF SERVICE. THEREFORE ALL INFORMATIONCONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYNATURE. ALL ENCLOSED DOCUMENTS ARE THE REGISTEREDPROPERTY OF S.J. WORKSHOP AND CANNOT BE LAWFULLY USEDIN WHOLE OR IN PART FOR ANY PURPOSE EXCEPT ASDESCRIBED IN THE CONTRACTUAL AGREEMENT BETWEEN S.J.WORKSHOP AND CLIENT.8'-4"7'-0"F.F.HDR.TPL9'-1"24'-8" MAX BUILDING HEIGHT8'-0"F.F.HDR.5111'-5"62138'-4"7'-0"F.F.HDR.TPL9'-1"24'-8" MAX BUILDING HEIGHT8'-0"F.F.HDR.511'-5"72522679223-COAT EXTERIOR PLASTER SYSTEM: "SMOOTH" FINISH MINIMUM 7/8" THICK OVER GRADE 'D' MINIMUM BUILDING PAPER. PROVIDE (2) LAYERS OF BUILDING PAPER OVER FRAMING.11WALL AND FLOOR CONTROL/DRAINAGE JOINT: OCCURS AT ALL FLOOR LEVELS.5SINGLE HUNG VINYL WINDOW: MILGARD MONTECITO WITH 5/8" FLAT GRID.FRAME COLOR: TAN9LIGHT FIXTURE: EXTERIOR DECORATIVE LIGHT FIXTURE. SEE OWNER'S SPECS.6BRICK VENEER: 671 SMOOTH - GRAY BY BELDEN BRICK.3EXISTING CHIMNEY TO REMAIN. RECLAD WITH BRICK VENEER.SEE KEYNOTE #6 FOR MORE INFO.7FIBER CEMENT PANEL: JAMES HARDIE SMOOTH PANEL8GUTTER AND DOWNSPOUT: PRE-FINISHED 6" OGEE GUTTER, PAINTED TOMATCH ADJACENT SURFACE WITH 3" DIA. PRE-FINISHED DOWNSPOUT. WHENDOWNSPOUT ENCOUNTERS TRIM ELEMENTS, FORM FIT DOWNSPOUTAROUND TRIM. FACTORY PAINTED TO MATCH WINDOW TRIM "ESPRESSO".1ROOFING: CONCRETE FLAT TILE BY EAGLE ROOFING - 4697 SLATE RANGE "BEL AIR" SERIES OR APPROVED EQUAL O/2 LAYERS 30# FELT.INSTALL PER MANUF'S SPECS.4WOOD ENTRY DOOR - CLASSIC CRAFT AMERICAN STYLE COLLECTIONW/ DRIFTWOOD COLOR & CHINCHILLA GLASS COLONIAL S-LITEBY THERMA TRU OR APPROVED EQUAL.10GARAGE DOOR: WOOD DOOR "SIGNATURE CARRIAGE - PARSON" BRISTO WITE MODEL BY OVERHEAD DOOR OR EQUAL. AVERAGE (E) GRADEAVERAGE (E) GRADE
MASTERHALLWAYBATHROOMBATHROOMBATHROOMDININGLIVINGA2-23SECTION12ROOF FRAMING BY OTHERSSCALE:1/4"=1-0"SECTION3FLOORING SYSTEM. 4INSULATIONSECTION KEYNOTES2.A MINIMUM 18" UNDER-FLOOR CLEARANCE FROM GRADE TO BOTTOM OF FLOOR JOISTS ANDMINIMUM 12" CLEARANCE TO BOTTOM OF GIRDERS PER CRC R317.1. WERE APPLICABLE.FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD.SEE STRUCTURAL SHEETS FOR MORE INFORMATION.ALL WOOD SILL PLATES SHALL BE MINIMUM 8" ABOVE ADJACENT GRADE PER CRC R317.1.1.STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE DIAGRAMMATIC INNATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL REPRESENTATION OFSTRUCTURAL MEMBERS. REFER TO STRUCTURAL DRAWINGS FOR SPECIFIC LOCATIONSAND SIZES OF STRUCTURAL MEMBERS.13.4.8'-4"7'-0"F.F.HDR.TPL9'-1"± 24'-8"FIELD VERIFY18"MIN.SECTION NOTES1ROOFING: CONCRETE FLAT TILE BY EAGLE ROOFING - 4697 SLATE RANGE "BEL AIR" SERIES OR APPROVED EQUAL O/2 LAYERS 30# FELT.INSTALL PER MANUF'S SPECS.324514' HIGH VOLUME CEILING AREA. TOTAL FLOOR AREA: 16 SF. VOLUME AREA TO BE ADDED TO OVER ALL FAR. SEE SHEET A1-10.5SalvadorJimenezWORKSHOPDESIGN | DRAFTING | INTERIORS | 3D ARTISTTUSTIN, CALIFORNIA 92782tel 323.358.9024 | fax 323.358.9026THIS AND ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS,AESTHETICS AND DESIGNS INCORPORATED THEREIN AREINSTRUMENTS OF SERVICE. THEREFORE ALL INFORMATIONCONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYNATURE. ALL ENCLOSED DOCUMENTS ARE THE REGISTEREDPROPERTY OF S.J. WORKSHOP AND CANNOT BE LAWFULLY USEDIN WHOLE OR IN PART FOR ANY PURPOSE EXCEPT ASDESCRIBED IN THE CONTRACTUAL AGREEMENT BETWEEN S.J.WORKSHOP AND CLIENT.
A2-30WINDOW & DOOR1SCALE:NONEWINDOW & DOOR SCHEDULESalvadorJimenezWORKSHOPDESIGN | DRAFTING | INTERIORS | 3D ARTISTTUSTIN, CALIFORNIA 92782tel 323.358.9024 | fax 323.358.9026THIS AND ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS,AESTHETICS AND DESIGNS INCORPORATED THEREIN AREINSTRUMENTS OF SERVICE. THEREFORE ALL INFORMATIONCONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYNATURE. ALL ENCLOSED DOCUMENTS ARE THE REGISTEREDPROPERTY OF S.J. WORKSHOP AND CANNOT BE LAWFULLY USEDIN WHOLE OR IN PART FOR ANY PURPOSE EXCEPT ASDESCRIBED IN THE CONTRACTUAL AGREEMENT BETWEEN S.J.WORKSHOP AND CLIENT.WINDOW SCHEDULEA2'-6" 5'-0"WIDTHHEIGHTWINDOW NO.KEYNOTES /REMARKS6'-6"1'-6"3'-6"2'-0"4'-6"2'-6"5'-0"2'-6"TYPE W1 TYPE W2TYPE W3TYPE W4B12'-0" 4'-0"C2'-0" 3'-6"D11'-6" 6'-6"DOOR SCHEDULETYPE2'-6" 4'-6"EW1W2W3W4W5FIXEDFIXEDFIXEDFIXEDWIDTHHEIGHTDOOR NO.KEYNOTES /REMARKSTYPETYPE D1 TYPE D214'-0" 6'-8"25'-0" 6'-8"34'-0" 6'-8"D1D2D2PAIRED DOORS6'-8"4'-0"6'-8"PER SCHEDULEPAIRED DOORSPAIRED DOORS1. ALL EXTERIOR DOORS AND FRAMES ARE SOLID CORE2. CONTRACTOR TO PROVIDE HARDWARE - VERIFY WITH OWNER PRIOR TO INSTALLATION3. ALL GLASS IN DOORS SHALL BE TEMPERED4. ALL GLASS SHALL BE SUNCOAT LOW-E 1" INSULATED GLASS5. ALL WINDOWS TO MATCH IN COLOR, TYPE AND MANUF.SCHEDULEMATERIALVINYLVINYLVINYLVINYLVINYL4'-0"2'-0"TYPE W5B22'-6" 4'-6"W2CASEMENTVINYLFIXED2'-0" 3'-6"D2 W4 VINYLCASEMENTTYPE W66'-6"2'-6"2'-6" 6'-6"FW6FIXEDVINYLMATERIALWOODFIBERGLASSFIBERGLASS
A3-10MATERIAL BOARD1SCALE:NONEMATERIAL BOARD5SINGLE HUNG VINYL WINDOW - MILGUARD MONTECITO SERIES "TAN" FRAME4WOOD ENTRY DOOR - CLASSIC CRAFT AMERICAN STYLE COLLECTIONW/ DRIFTWOOD COLOR & CHINCHILLA GLASS COLONIAL 5-LITEBY THERMA TRU OR APPROVED EQUAL.2EXTERIOR PLASTER SYSTEM: BENJAMIN MOORE"NATURAL CREAM" OC-149WALL SCONCE: "LEX 2714 BZ" BY HINKLEY LIGHTING10GARAGE DOOR: WOOD DOOR "SIGNATURE CARRIAGE - PARSON" BRISTO WIDE MODEL BY OVERHEAD DOOR OR EQUAL. SOUTH ELEVATIONNORTH ELEVATIONSalvadorJimenezWORKSHOPDESIGN | DRAFTING | INTERIORS | 3D ARTISTTUSTIN, CALIFORNIA 92782tel 323.358.9024 | fax 323.358.9026THIS AND ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS,AESTHETICS AND DESIGNS INCORPORATED THEREIN AREINSTRUMENTS OF SERVICE. THEREFORE ALL INFORMATIONCONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYNATURE. ALL ENCLOSED DOCUMENTS ARE THE REGISTEREDPROPERTY OF S.J. WORKSHOP AND CANNOT BE LAWFULLY USEDIN WHOLE OR IN PART FOR ANY PURPOSE EXCEPT ASDESCRIBED IN THE CONTRACTUAL AGREEMENT BETWEEN S.J.WORKSHOP AND CLIENT.ADDITIONAL KEYNOTES1ROOFING: CONCRETE FLAT TILE BY EAGLE ROOFING4697 SLATE RANGE "BEL AIR" SERIES.3FACIA BOARD & TRIM - BENJAMIN MOORE "BENNINGTON GRAY" HC-826BRICK VENEER: 671 SMOOTH - GRAY BY BELDEN BRICK.
A3-11IMAGERY BOARD1SCALE:NONEARCHITECTURAL IMAGERY BOARDSalvadorJimenezWORKSHOPDESIGN | DRAFTING | INTERIORS | 3D ARTISTTUSTIN, CALIFORNIA 92782tel 323.358.9024 | fax 323.358.9026THIS AND ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS,AESTHETICS AND DESIGNS INCORPORATED THEREIN AREINSTRUMENTS OF SERVICE. THEREFORE ALL INFORMATIONCONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYNATURE. ALL ENCLOSED DOCUMENTS ARE THE REGISTEREDPROPERTY OF S.J. WORKSHOP AND CANNOT BE LAWFULLY USEDIN WHOLE OR IN PART FOR ANY PURPOSE EXCEPT ASDESCRIBED IN THE CONTRACTUAL AGREEMENT BETWEEN S.J.WORKSHOP AND CLIENT.
1.OPENINGS AT HIPS, RIDGES AND HEAD WALLS INCLUDING CHIMNEYS, SKYLIGHTS, SOLAR PANELS, AND DOWNSLOPE HORIZONTAL ABUTMENTS SHALL BE FITTED WITH WEATHER BLOCKING MATERIAL TO KEEP WATER ONSURFACE OF THE FIELD TILE.2. REFER TO THE MANUFACTURER'S INSTALLATION INSTRUCTION FOR PROPER INSTALLATION OF ASPHALTSHINGLES.3. ASPHALT SHINGLES SHALL BE ATTACHED USING THE MOST RESTRICTIVE PRESCRIBED REQUIREMENTS OF THELOCAL GOVERNING AGENCY, THE 2013 CBC (TABLE 1507.2.7) AND THE ROOFING MANUFACTURER.WEATHER RESISTIVE BARRIER (W.R.B.), TWO -PLY WEATHER TEX BY FORTIFIBERBUILDING SYSTEMS GROUP. SUPER JUMBO TEX 60 MINUTE BUILDING PAPER OVERWEATHERSMART HOUSE WRAP OR SIMILAR WITH OWNER'S CONSENT.POLYURETHANE SEALANT FORTIFIBER MOISTOP SEALANT OR APPROVED EQUAL.AT A MINIMUM, EXPOSED SEALANT SHALL BE CHECKED ANNUALLY ANDMAINTAINED PER MANUFACTURERS RECOMMENDATION TO MAINTAIN A WATERTIGHT SEAL.FLASHINGMULTI-LAYERED COMPOSITE POLYOLEFIN FLASHING 12" WIDE (U.N.O.) FORTIFIBERMOISTOP NEXT OR APPROVED EQUAL.SEALANTSELF ADHESIVE, HEALING FLASHING (S.A.F.) 12" WIDE (U.N.O.) 25 MIL (U.N.O.)FORTIFIBER FORTIFLASH OR APPROVED EQUAL. ADHERE S.A.F. TO CLEAN, DUSTFREE BACKING USING CHEMICALLY COMPATIBLE MATERIALS AND/OR PRIMERS.PROVIDE SOLID WOOD BACKING OR SHEATHING BEHIND ALL AREAS TO RECEIVESELF ADHESIVE, HEALING FLASHING.GSM FLASHINGBOND BREAKERPOLYETHYLENE TAPE TO BE USED AS BOND BREAKER, REQUIRED BETWEENACRYLIC PLASTER AND PAINT FINISHES AND ALL WEEPING SOLID LEG FLASHING.TAPE SHOULD RUN FROM THE SOLID VERTICAL LEG TO 1/8" FROM FRONT EDGE.ANY APPLIED FINISH THAT CREATES A BOND BETWEEN THE PLASTER AND METALSHALL BE BROKEN WITH UTILITY KNIFE AND SHALL BE MAINTAINED AS SUCH.S.A.F.W.R.B.NOTES:GSM FLASHING METAL SHALL BE SHOP FABRICATED USING A MINIMUM 26 GA.BONDERIZED GALVANIZED SHEET METAL WITH SOLDERED JOINTS U.N.O. STUCCOACCESSORIES SHALL BE CEMCO WATER MANAGEMENT SERIES, 25 GA. MATERIALWITH A G-90 GALVANIZED COATING OR OWNER'S APPROVED EQUAL, UNLESSNOTED OTHERWISE.EXTERIOR CEMENT PLASTERO/ WIRE LATH O/ W.R.B.WALL FRAMING PERSTRUCTURAL DRAWINGSSHEATHING MAY OCCURCORNER BEADFOR ADDITIONAL INFORMATION SEE DETAIL13-EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B. O/ 9" WIDE S.A.F. O/WEEP SCREED4"MIN. **1"4"FRAMING PER STRUCTURAL DRAWINGS26 GA. G.S.M. WEEP SCREEDFINISH GRADE* WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING, THAT REST ON EXTERIOR FOUNDATIONWALLS AND ARE LESS THAN 8" FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE ORPRESERVATIVE-TREATED WOOD. SLEEPERS AND SILLS ON A CONCRETE OR MASONRY SLAB THAT ISIN DIRECT CONTACT WITH EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE-TREATEDWOOD. POST OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY ACONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH EARTH SHALL BE OF NATURALLYDURABLE OR PRESERVATIVE-TREATED WOODSHEATHING MAY OCCUR *EARTH, SLOPE AWAY FROMFOUNDATION1/4"SET PRESERVATIVE TREATED SILLPLATE ON CONTINUOUS FOAM GASKET,FULL WIDTH OF SILL PLATE, TYP.MFG BRICK VENEER WHERE OCCURSSET ADHERED MASONRY VENEER1/4" ABOVE FOUNDATION SCREEDTO ALLOW EXTERIOR PLASTERTO WEEP'W' CONTROL JOINT7/8" THICK 3-COATCEMENT PLASTERBLDG. SHT'GSELF-ADHESIVEFLEXIBLE FLASH'G(MIN. 12" STRIP)(2) LAYERS BLDG. PAPER'W' CONTROLJOINT7/8" THICK 3-COATCEMENT PLASTERNOTES:1. VERTICAL CONTROL JOINTS SHALL RUN CONT. THROUGH HORIZ. CONTROL JOINTS2. CONTROL JOINTS SHALL BE WIRE TIED TO METAL LATH. STOP AND TIE AT EA. SIDE OF JOINT.3. JOINTS TO RUN CONTIN. UNDER FOAM TRIM - FULLY CAULK UNDER TRIM.4. ENDS OF JOINTS TO BE CAULKEDADHERED BRICK VENEER PER EXTERIORELEVATIONS O/ EXTERIOR CEMENTPLASTER SCRATCH AND BROWN (FLOAT)COATS O/ W.R.B.**TOP OF BRICK VENEERSHEATHING MAY OCCURW.R.B. O/ 9" WIDE S.A.F. O/STUCCO FLASHING SCREEDOVER 6" WIDE S.A.FJ-MOLD2x SOLID BACKING REQUIREDWHEN SHEATHING NOTPROVIDED FOR S.A.F.EXTERIOR CEMENT PLASTER O/WIRE LATH O/ W.R.B.1/2"G.S.M. STUCCO FLASHING SCREEDSET IN SEALANT TO J-MOLDPER ELEVATIONEPS FORM TRIM, WHERE OCCURS PERELEVATIONS. SEE DETAIL 15/AD-01 FORMORE INFO.EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGSSHEATHING MAY OCCURWIRE TIE WIRE LATH TO CEMCO #30CORNER EXPANSION JOINT O/ W.R.BSHEATHING MAY OCCURFOR ADDITIONAL INFORMATION SEE DETAIL13-EXTERIOR CEMENT PLASTER OVERMETAL LATH OVER 2 LAYERS GRADE"D" PAPER.SLOPE PERROOF PLANMETAL STARTER STRIPCONCRETE FLAT ROOF TILEMETAL GUTTER W/ DRIPEDGE FLASHING2'-6"FIBER CEMENT "SMOOTH" PANEL2x FACIA, PAINTEDFIBER CEMENTSOFFIT BOARDGSM FLASHING O/ J-MOLDEXTRUDED ALUM CORNER TRIMEPS FORM TRIM,WHERE OCCURS PERELEVATIONS. SEEDETAIL 15/AD-01 FORMORE INFO.ADHERED BRICK VENEER PEREXTERIOR ELEVATIONS O/ EXTERIORCEMENT PLASTER SCRATCH ANDBROWN (FLOAT) COATS O/ W.R.B.**TOP OF BRICK VENEERSHEATHING MAY OCCURWEATHER RESISTIVE BARRIERJ-MOLD2x SOLID BACKING REQUIREDWHEN SHEATHING NOTPROVIDED FOR S.A.F.G.S.M. FLASHING SET IN SEALANTTO J-MOLDPER ELEVATIONFIBER CEMENT "SMOOTH"PANEL PER ELEVATIONS.S.A.F.J-MOLDEPS FORM TRIM, WHERE OCCURS PERELEVATIONS. SEE DETAIL 15/AD-01 FORMORE INFO.3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRBSTUD WALLINTERIOR FINISHSL3:12 MIN.FACTORY FINISHED WINDOW4" MIN.WRB BOND BREAKER SHEET O/SAF O/ NOFSTUD WALLINTERIOR FINISH3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRBFACTORY FINISHED WINDOWREFER TOPLANS FORDEPTHSHEATHING MAY OCCUR3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRBSTUD WALLINTERIOR FINISHAPPLY LOW EXPANSIONFOAM ALL FOUR SIDESOF WINDOWBOND BREAKER ATSTUCCO TO DRIPFLASHINGFACTORY FINISHED WINDOWSHEATHING MAY OCCURHEADER PER STRUCTURAL3-COAT STUCCO SYSTEMO/ METAL LATH O/ W.R.B.S.A.F.2x SOLID BACKING REQUIREDAT S.A.F. WHEN SHEATHINGNOT PROVIDEDJ-MOLDWOOD DOOR FRAMESL3 : 12APPLIED FOAM TRIM; SEEEXTERIOR ELEVATIONS1/4"MIN.LOW EXPANSION FOAMAPPLY WITHIN SHIM CAVITYWEATHER STRIPGYPSUM BOARDFRAMING PER STRUCTURALW.R.B.G.S.M. HEAD FLASHING WITHDRIP EDGE O/ SEALANTSHEATHING MAY OCCUR2x SOLID BACKING REQUIRED AT S.A.WHEN SHEATHING NOT PROVIDEDDOOR PER PLANAPPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONS3-COAT STUCCO SYSTEM O/METAL LATH O/ W.R.B.WEATHER STRIPJAMB S.A.F. DOWN O/ DOORFLASHING PAN AND "L" METALGYPSUM BOARDJ-MOLD WITH SEALANT1/4"FRAMING PER STRUCTURALLOW EXPANSION FOAMAPPLY WITHIN SHIM CAVITY4.5 oz. FIBERGLASS BACHWRAPPINGMESH OR 4.5 oz. FIBERGLASSSELF-ADHESIVE MESH FOR COMPLEXFOAM SHAPES, PAREX USA, OMEGAREINFORCING MESH OR APPROVEDEQUALEPS FOAM SHAPE PER EXTERIORELEVATIONSNOTE: INSTALL PER MANUFACTURER'SRECOMMENDATIONS.3-COAT STUCCO SCRATCH / BROWNCOAT WITH LATH O/ W.R.B.SL3 : 124" MAX2 1/2"MIN. LAP2"MIN.2"MIN.2 1/2"MIN. LAP2 1/2"MIN. LAP6" MINIMUM4" MINIMUM3-COAT STUCCO FINISH / COLORCOATPOLYMER-BASED BASE COAT ANDADHESIVE MIXED WITH PORTLANDCEMENT OMEGA STYROGLUE BASE,PAREX USA INSUL-BOND WET, ORAPPROVED EQUAL.FIBERGLASS MESH LAPPED ONTOSCRATCH / BROWN COAT (TOP ANDBOTTOM)AD-0114713283659FOUNDATION SCREED AT STUCCOCONTROL JOINT1014121511SalvadorJimenezWORKSHOPDESIGN | DRAFTING | INTERIORS | 3D ARTISTTUSTIN, CALIFORNIA 92782tel 323.358.9024 | fax 323.358.9026THIS AND ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS,AESTHETICS AND DESIGNS INCORPORATED THEREIN AREINSTRUMENTS OF SERVICE. THEREFORE ALL INFORMATIONCONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYNATURE. ALL ENCLOSED DOCUMENTS ARE THE REGISTEREDPROPERTY OF S.J. WORKSHOP AND CANNOT BE LAWFULLY USEDIN WHOLE OR IN PART FOR ANY PURPOSE EXCEPT ASDESCRIBED IN THE CONTRACTUAL AGREEMENT BETWEEN S.J.WORKSHOP AND CLIENT.4"MAXSEALANT OVERCOMPRESSIBLE FILLDOOR PER PLAN.SEAL AROUND FASTENERSAT ALUMINUM THRESHOLD.MIN. 24 GA. GALV. THRESHOLDPAN FLASH'G W/ END DAMSSOLDERED WATERTIGHT TOTHE UPTURNED BACK LEG OFPAN. PAN SHALL BE SET INFULL SEALANT.OPT. 2X PRESSURE TREATEDSLEEPER.PATIO SLAB OR CONC.STOOP.PEMKO TYPE 234AVDOOR SHOE OR EQUAL.CONCRETE SLABNOTE: ALL LAPS IN SHEETMETAL FLASHING SHOULDBE MECHANICALLYFASTENED AND SOLDEREDWATERTIGHT3" = 1'-0"SCALEBRICK TO STUCCO3" = 1'-0"SCALEROOF EAVE1 1/2" = 1'-0"SCALEOUTSIDE CORNER3" = 1'-0"SCALEWINDOW HEADER3" = 1'-0"SCALEWINDOW JAMB3" = 1'-0"SCALEWINDOW SILL3" = 1'-0"SCALEDOOR THRESHOLD3" = 1'-0"SCALEDOOR HEADER3" = 1'-0"SCALEDOOR JAMB3" = 1'-0"SCALEINSIDE CORNER3" = 1'-0"SCALEGENERAL NOTESNONESCALEBRICK TO FIBER CEMENT PANEL3" = 1'-0"SCALE3" = 1'-0"SCALESTUCCO TRIM CAP