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Home My WebLink AboutCB130393; AVIARA PA 13 HOA COASTAL APPROVAL; Site PlanI i I I I I i i l l. ' FLATWORK NOTE: FLATWORK, WALKWAYS, PATIOS: 4" THICK CONCRETE SLAB WITH #3 BARS AT 16" O.C. CENTERED IN SLAB (CHAIRED) OVER 2" CRUSHED & COMPACTED ROCK OVER GRADE. PROVIDE CONTROL JOINTS AT MAXIMUM 1 o' O.C. EACH WAY OR EQUAL TO . THE LEAST WIDTH OF WALKWAYS. NOTE THAT ALL EXTERIOR FLATWORK SHALL HAVE A SLIP RESISTANT FINISH EQUAL TO A MEDIUM ROCK SALT FINISH. COMPLY WITH DETAIL 4/A-8 FOR TYPICAL FLATWORK EDGE. ALL FLATWORK SHALL SLOPE • AWAY FROM BUILDINGS AND FOUNDATIONS 1/4" PER FOOT, TYPICAL. COMPLY WITH ALL STRUCTURAL DRAWINGS AND NOTES. COORDINATE ALL FLATWORK WITH ALL LANDSCAPE DRAWINGS BY OTHERS. IF ANY DISCREPANCIES OR CONFLICTS OCCUR BETWEEN THE ARCHITECTURAL, STRUCTURAL OR LANDSCAPE DRAWINGS, NOTIFY THE ARCHITECT IMMEDIATELY AND PRIOR ANY WORK OR ORDERING MATERIALS. FIRE SPRINKLER REQUIREMENTS: CONTRACTOR SHALL PROVIDE FULLY FIRE SPRINKLED BUILDING, TYPE 13D WITH DEFERED SUBMITTAL BY LICENSED SPRINKLER CONTRACTOR TO BE REVIEWED AND APPROVED BY CITY OF CARLSBAD PRIOR TO ANY WORK OR ORDERING MATERIALS. THE SUBMITTAL OF RESIDENTIAL FIRE SPRINKLER PLANS REQUIRED BY SECTION R313 OF THE 2010 CALIFORNIA RESIDENTIAL CODE OR WHEN REQUIRED BY SECTION 903 OF THE 2010 CALIF. BUILDING CODE HAS BEEN DEFERRED. TO AVOID DELAYS IN CONSTRUCTION, PLANS FOR FIRE SPRINKLER PLANS SHALL BE SUBMITTED NOT LESS THAN 30 CALENDAR DAYS PRIOR TO INSTALLATION OR PRIOR TO REQUESTING A FOUNDATION INSPECTION WHEN THE SUBMITTAL OF FIRE SPIRNKLER PLANS IS DEFERRED. A FRAMING / ROUGH INSPECTION SHALL NOT BE REQUESTED PRIOR TO APPROVAL OF THE FIRE SPRINKLER PLANS. WATER METERS FOR COMBINED DOMESTIC WATER AND FIRE SPRINKLER SYSTEMS SHALL NOT BE INSTALLED UNTIL THE FIRE SPRINKLER SYSTEM HAS BEEN SUBMITTED AND APPROVED BY TIHE BUILDING OFFICIAL. DEFERRED SUBMITTALS ------------------------------- THE FOLLOWING ITEMS SHALL BE DEFERRED SUBMITTALS: 1 AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM DRAWINGS. NOTE: SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL iTEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. BMP SITE PLAN LEGEND lss-el BMP TO BE USED THIS AREA PER CALTRANS STORMWATER HANDBOOK DETAIL INDICATED. WASTE MANAGEMENT CONTROL BMP'S IWM-11 IWM-51 IWM-61 IWM-81 IWM-91 MATERIAL DELIVERY AND STORAGE SOLID WASTE MANAGEMENT HAZARDOUS WASTE MANAGEMENT CONCRETE WASTE MANAGEMENT SANITARY WASTE MANAGEMENT TEMPORARY RUNOFF CONTROL BMP'S: lsc-1 I lss-6 I ITC-1 I SILT FENCE STIRAW MULCH STABILIZED CONSTRUCTION ENTRANCE PERMANENT BMP'S lsD-101 LANDSCAPING AND BARK RESPONSIBILITY FOR BMP IMPLEMENTATION IT IS THE RESPONSIBILITY OF ·.-HE PROPERTY OWNER AND THE CONTRACTOR TO DETERMll<E THE TYPES OF BMP's THAT WILL BE USED, AS WELL AS THE LEVELS OF APPLICATION NECESSARY TO COMPLY WITH THE CITY OF CARLSBAD'S STORMWATER AND BMP ORDINANCES. SITE PLAN GENERAL NOTES: 1 SEE SHEETS GN-1, GN-2, GN-3 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 2 PRIOR TO POURING CONCRETE FOOTINGS, THE FOOTING AND FOUNDATION EXCAVATION SHALL BE INSPECTED BY THE BUILDING INSPECTOR, CONTRACTOR, AND PROJECT GEOLOGIST. IF ANY OF THE ABOVE PERSONNEL SUSPECTS FILL, EXPANSIVE SOILS OR ANY GEOLOGIC INSTABILITY BASED UPON OBSERVATION OF THE FOUNDATION EXCAVATION, SOILS TESTING AND RECOMMENDATIONS BY A LICENSED SOILS ENGINEER SHALL BE REQUIRED. NOTIFY THE ARCHITECT IN WRITING OF ANY SUSPECTED SOIL PROBLEMS IMMEDIATELY, AND PRIOR TO ANY WORK OR ORDERING MATERIALS. COMPLY WITH ALL NOTES ON STRUCTURAL DRAWINGS. 3 ALL FLATWORK: CONCRETE WALKWAYS ANO PATIOS SHALL COMPLY WITH FLATWORK REQUIREMENTS AS INDICATED ON FOUNDATION PLAN AND DRAWING NOTES. COMPLY WITH ALL REQUIREMENTS OF THE STRUCTURAL DRAWINGS. ALL FLATWORK, DRIVEWAYS, CONCRETE WALKWAYS, AND PATIOS SHALL BE PROVIDED WITH A SLIP RESISTANT FINISH. SEE FLATWORK NOTE THIS SHEET. 4 FINISH GRADE THE SITE AFTER STRUCTURES AND OTHER IMPROVEMENTS ARE INSTALLED, SUCH THAT SURFACE WATERS ARE DIRECTED AWAY FROM BUILDING FOUNDATIONS AND FILL SLOPES. THENCE, VIA SURFACE SWALES AND/OR UNDERGROUND DRAINS, TOWARD AND INTO APPROVED DRAINAGE WAYS. COMPLY WITH FOUNDATION PLAN NOTES, ALL SOILS NOTES AND ALL FOUNDATION PLAN NOTES AND STRUCTURAL DRAWINGS. 5 THE CONTRACTOR SHALL FIELD SURVEY AND VERIFY EXACT LOCATIONS OF ALL PROPERTY LINES WITH RESPECT TO THE NEW PROPOSED WORK, TO CONFIRM COMPLIANCE WITH ALL REQUIRED SETBACKS. THE CONTRACTOR SHALL ALSO FIELD SURVEY THE EXISTING GRADES AND TOPOGRAPHY WITH RESPECT TO THE NEW PROPOSED WORK TO CONFIRM COMPLIANCE WITH ALL REQUIRED HEIGHT LIMITS. THIS SURVEY WORK SHALL BE PERFORMED FIRST, AND PRIOR TO ANY OTHER WORK AND PRIOR TO ORDERING MATERIALS. IF ANY DISCREPANCIES WITH THE APPROVED PLANS ARE DISCOVERED, NOTIFY THE ARCHITECT IMMEDIATELY. 6 VERIFY EXACT LOCATIONS OF ALL PROPERTY LINES, EASEMENTS, SETBACKS AND UTILITIES PRIOR TO ANY WORK. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES PRIOR TO ANY WORK. 7 THE SAFETY OF FIELD PERSONNEL DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS CONTAINED HEREIN TO BE UNSAFE. 8 THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK OR ANY TRENCHING. NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE APPLICABLE GAS, ELECTRIC, TELEPHONE, SEWER AND WATER AGENCIES. 9 THE PERMITEE IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO ADJACENT PROPERTY, NO PERSON SHALL WORK ON LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER ANY ADJOINING PUBLIC STREET, SIDEWALK, FUNCTION OF ANY SEPTIC DISPOSAL SYSTEM OR ANY OTHER PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, EROSION, SILTING, SCOUR, OR OTHER DAMAGE WHICH MIGHT RESULT FROM THE WORK DESCRIBED ON THIS PLAN. 10 ALL UTILITY AND IRRIGATION TRENCHES SHALL BE RE-COMPACTED TO MINIMUM 90% RELATIVE COMPACTION. COMPLY WITH SOILS REPORT REQUIREMENTS. STORM WATER QUALITY REQUIREMENTS FOR CONSTRUCTION BEST MANAGEMENT PRACTICES THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT: CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, SAN DIEGO REGION, ORDER NO. 2001-01, NPDES NO. CAS010875 AND THE CITY OF CARLSBAD LAND DEVELOPMENT CODE. NOTES 1 THROUGH 6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP's. 1. SUFFICIENT BMP'S SHALL BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL -. BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMP'S. 2. ALL STOCKPILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS WHICH ARE TO BE POURED IN PLACE ON THE SITE. 4. ALL EROSION/SEDIMENT CONTROL DEV!CES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. 11 ALL EXTERIOR "AT GRADE" STAIRS, STEPS, LANDINGS AND OTHER WALKING SURFACES SHALL BE PROVIDED WITH A "SLIP RESISTANT" FINISH, TYPICAL. 12 UNAUTHORIZED CHANGES & USES: THE ARCHITECT PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS SHALL BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 13 IF PROJECT IS TO BE CONSTRUCTED BY OWNER/BUILDER, THEN IN ALL LOCATIONS ON THESE PLANS AND SPECIFICATIONS WHEREVER THE WORK "CONTRACTOR" APPEARS SHALL BE REPLACED BY THE WORD "OWNER/BUILDER", AND THE "OWNER/BUILDER" SHALL ASSUME ALL THE RESPONSIBILITIES OF THE GENERAL CONTRACTOR. 14 FOLLOWING PLACEMENT OF ANY CONCRETE FLOOR SLABS, SUFFICIENT DRYING TIME SHALL BE ALLOWED PRIOR TO PLACEMENT OF FLOOR COVERINGS, TO AVOID DEGRADATION OF ADHESIVE MATERIALS AND LOOSENING OF THE FINISH FLOOR MATERIALS. 15 EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. FIELD VERIFY ACTUAL LOCATION OF WATER AND SEWER UTILITIES PRIOR TO ANY WORK. 16 CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF LANDSCAPE ARCHITECT'S GRADING AND DRAINAGE PLAN PREPARED BY OTHERS. 17 CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND RECOMMENDATIONS OF PROJECT SOILS REPORT PREPARED BY OTHERS. 18 ANY MASONRY LANDSCAPE WALLS THAT ARE TO BE CONSTRUCTED THROUGHOUT THE PROPERTY SHOULD BE GROUTED AND ARTICULATED IN SEGMENTS NOT MORE THAN 20 FEET LONG. THESE SEGMENTS SHOULD BE KEYED OR DOWELED TOGETHER. 19 UTILITIES SHOULD BE ENCLOSED WITHIN A CLOSED VAULT OR DESIGNED WITH FLEXIBLE CONNECTIONS TO ACCOMMODATE DIFFERENTIAL SETTLEMENT ANO EXPANSIVE SOIL CONDITIONS. 20 ALL FENCES SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF CARLSBAD MUNICIPAL CODE AND THE AVIARA POINT ARC ARCHITECTURAL GUIDELINES, LANDSCAPE GUIDELINES, AND ALL CC&R'S, WHICH SHALL TAKE PRECEDENCE OVER DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL REVIEW AND COORDINATE ALL WORK WITH THESE REGULATIONS, TO INSURE COMPLIANCE WITH ALL GUIDELINES. SEE LANDSCAPE PLANS BY OTHERS FOR PROJECT FENCING AND FENCE DETAILS. 21 ALL WORK SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF CARLSBAD MUNICIPAL CODE AND THE AVIARA POINT ARC ARCHITECTURAL GUIDELINES, LANDSCAPE GUIDELINES, AND ALL CC&R'S. THESE REGULATIONS AND GUIDELINES SHALL TAKE PRECEDENCE OVER DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL REVIEW AND COORDINATE ALL WORK WITH THESE REGULATIONS, TO INSURE COMPLIANCE WITH ALL APPLICABLE REGULATIONS AND GUIDELINES. PERFORM THIS REVIEW, AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO ANY WORK OR ORDERING MATERIALS. ADDITIONAL CONTRACTOR BMP REQUIREMENTS: THE PROJECT CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO "IDENTIFY POLLUTANTS FROM THE PROJECT AREA" AND INCORPORATE "SITE DESIGN" AND "SOURCE CONTROL" BMP's. POLLUTANTS ANTICIPATED SEDIMENTS TRASH AND DEBRIS OIL AND GREASE BACTERIA AND VIRUSES -·· PESTICIDES BY THE PROPOSED LAND USE ARE AS FOLLOWS: NUTRIENTS OXYGEN DEMANDING SUBSTANCE PROJECT CONTRACTOR SHALL INCORPORATE THE FOLLOWING INTO THE SITE DESIGN - * MAINTAIN PRE-DEVELOPMENT RUNOFF CHARACTERISTICS. * MINIMIZE IMPERVIOUS FOOT PRINT BY CONSTRUCTING WALKWAYS, PATIOS AND DRIVEWAYS WITH PERMEABLE SURFACES. * CONSERVE NATURAL AREAS. * USE NATURAL DRAINAGE SYSTEMS AS OPPOSED TO LINED SWALES OR UNDERGROUND DRAINAGE SYSTEMS. * DRAIN ROOF TOPS, WALKWAYS, PATIOS AND DRIVEWAYS INTO ADJACENT LANDSCAPING PRIOR TO DISCHARGING TO THE PUBLIC DRAINAGE SYSTEM. * PRESERVE EXISTING NATIVE TREES AND SHRUBS. * PROTECT ALL SLOPES FROM EROSION. THE PROJECT CONTRACTOR SHALL ADDITIONALLY; ' MINIMIZE THE USE OF PESTICIDES. * USE EFFICIENT IRRIGATION SYSTEMS AND LANDSCAPING DESIGN -INCORPORATING RAIN SHUTOFF DEVICES AND FLOW REDUCERS. POLLUTION SHALL BE REDUCED TO THE MAXIMUM EXTENT PRACTICABLE BY IMPLEMENTING BEST MANAGEMENT PRACTICES (BMP's). BMP's FROM THE FOLLOWING FIVE CATEGORIES SHALL BE USED TOGETHER AS A SYSTEM IN ORDER TO PREVENT EROSION, SEDIMENT, WASTES, SPILLS, AND RESIDUES FROM LEAVING THE SITE: ALL WORK SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF CARLSBAD MUNICIPAL CODE AND THE AVIARA POINT ARC ARCHITECTURAL GUIDELINES, LANDSCAPE GlJIDELINES, AND ALL CC&R'S. THESE REGULATIONS AND GUIDELINES SHALL TAKE PRECEDENCE OVER DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL REVIEW AND COORDINATE ALL WORK WITH THESE REGULATIONS, TO INSURE COMPLIANCE WITH ALL APPLICABLE REGULATIONS AND GUIDELINES. PERFORM THIS REVIEW, AND ALL WORK SHALL COMPLY WITH ALL REQUIREMENTS OF LANDSCAPE SWPPP SHEEr L-1.1 AND LANDSCAPE DRAINAGE PLAN SHEET L-5 BY OTHERS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO ANY WORK OR ORDERING MATERIALS. 1. EROSION CONTROL PRACTICES 2. VELOCITY REDUCTION 3. SEDIMENT CONTROL PRACTICES APPROX. 38' 25' FRONT YARD SETBACK \ ~---------t---== (FRONT LOADING GARAGE) 4. OFFSITE SEDIMENT TRACKING CONTROL 5. GENERAL SITE AND MATERIALS MANAGEMENT PROPOSED RETAINING WALL--._ PER LANDSCAPE DRAWGS. BY OTHERS. APPROX. 5'-4" PROP. LINE TO RETAINING WALL PER LANDSCAPE DRAWINGS BY OTHERS. 10' SIDE YARD SETBACK-LOT 272 SC-1 SS-6 L l..--------+------20' FRONT YARD SETBACK (SIDE LOADING GARAGE) I 170 ~ SC-1 SS-6 ~ TOE OF EXISTING SLOPE-~ TOP OF SLOPE-~ \ PL N86"4 7'02"E -~ --' ~2=-·-\ ~I 1 · · c. :C {< 1 · 3 · · · :1 ~ . . . . . . . . ·:.-. . . ·::: ·:.·. <·, ---------------= I AV /_ __l J_ --,:, ~ -- -,-I-_, -- - ~ V?//t/Zr?ZZ/WIZ ----------- _ _ll I " ~ I / 1 I I ~ .•. " ' .. \ -.../ 1 ~ · \--' -5' BACK FROM. 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CMU STUCCO WALL TO MATCH OTHERS l---. ---~ ARCHITECTURAL SCALE: 1" = 10' SITE PLAN PER LANDSCAPE PLANS SHEET L-1. -- '\ I \T~1 j I I \., ~ 1 \ I I I 'O o ·1>-'TI II . ··r;-, 0 , . \ ., l ... ·.z· Ol . . \ -lJ1 ·z .i,. . 1 G") c,:; ..... \.\,.,- ~ ' r;i -..l SJ\ 0 o. ~ I . . . . . . . -rERAL I ' \ I I>> 1 R ~ 5 vi S · •'l'J........... , , ,ER Al ----1 5' " ····· R~ I ' ' st ... ,··•·., I\ _, -- STORM DRAIN MANHOLE (BENCHMARK ELEV= 156. 07') ------- \_,....---5' SD' . . ~ GENERAL NOTES 1 SEE SHEETS GN-1, GN-2, AND GN-3 FOR ADDITIONAL GENERAL NOTES AND REQUIREMENTS. / 2A THIS PROJECT AND ALL WORK SHALL COMPLY WITH THE 2010 EDITION OF THE CALIFORNIA RESIDENTIAL CODE (BASED ON THE 2009 IRC). FOR ALL ITEMS NOT ADDRESSED BY THE CALIFORNIA RESIDENTIAL CODE, AND FOR ALL STRUCTURAL ITEMS AND STRUCTURAL CALCULATIONS, THIS PROJECT AND ALL WORK SHALL COMPLY WITH THE 2010 EDITION OF THE CALIFORNIA BUILDING CODE (BASED ON THE 2009 IBC). THIS PROJECT AND ALL WORK SHALL ALSO COMPLY WITH ALL CITY OF SAN DIEGO BUILDING CODE AMENDMENTS PUBLISHED IN THE SAN DIEGO MUNICIPAL CODE, AND ALL CITY AND COUNTY REGULATIONS, ORDINANCES AND REQUIREMENTS. 28 THIS PROJECT AND ALL WORK SHALL COMPLY WITH THE 2010 CALIFORNIA ELECTRICAL CODE (BASED ON THE 2007 N.E.C.), THE 2010 CALIFORNIA PLUMBING CODE (BASED ON THE 2008 U.P.C. BY IAPMO), THE 2010 CALIFORNIA MECHANICAL CODE (BASED ON THE 2008 U.M.C. BY IAPMO), THE 2010 CALIFORNIA GREEN BUILDING CODE, AND THE 2010 CALIFORNIA FIRE CODE (BASED ON THE 2008 I.F.C.) WHERE ANY WORK SHOWN ON THESE PLANS DEVIATES FROM THESE CODE REQUIREMENTS, THESE CODE REQUIREMENTS SHALL TAKE PRECEDENCE. NOTIFY THE PROJECT ARCHITECT IN WRITING OF ANY SUCH DEVIATIONS PRIOR TO ANY WORK OR ORDERING MATERIALS. 3 PERMANENT VACUUM BREAKERS SHALL BE INSTALLIED WITH ALL NEW HOSE BIBBS. 4 ALL SHOWERHEADS FOR ALL SHOWER FIXTURES SHALL BE CERTIFIED AS HAVING MAXIMUM FLOW RATE OF NO MORE THAN 2.5 GALLONS PER MINUTE. ALL LAVATORY AND SINK FAUCETS SHALL BE FITTED WITH A FLOW-RESTRICTING AERATOR WITH A CERTIFIED, MAXIMUM FLOW RATE OF NO MORE THAN 2.2 GALLONS PER MINUTE. ALL WATER CLOSETS AND ASSOCIATED FLUSHOMETER VALVES, IF ANY SHALL BE CERTIFIED AS USING NO MORE THAN 1.28 GALLONS PER FLUSH AND SHALL MEET THE PERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARD INSTITUTE STANDARD A112.19.2 .. (ULTRA LOW FLUSH TOILETS). COMPLY WITH ALL REQUIREMENTS OF 2010 CALGREEN CODE TABLE 4.303.2. 5 ATTIC INSTALLATION SHALL COMPLY WITH SECTIONS 904, 908, AND 909 OF THE CBC. 6 IN ADDITION TO THE REGULAR INSPECTIONS, THE ITEMS LISTED ON THE SPECIAL INSPECTION FORM ON SHEET S-1 WILL ALSO REQUIRE SPECIAL INSPECTiON IN ACCORDANCE WITH THE 2010 CALIFORNIA BUILDING CODE. 7 WATER PIPING CONNECTIONS SHALL USE LEAD FREE SOLDER. 8 TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED AND VISIBLE WHEN THE UNIT IS GLAZED. 9 WATER HEATERS (BOILERS) SHALL COMPLY WITH THE CALIFORNIA CPC FOR THERMAL EXPANSION REQUIREMENTS. 10 THE SAFETY OF FIELD PERSONNEL DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE OWNER IF HE FEELS THAT ANY OF THE RECOMMENDED ACTIONS CONTAINED HEREIN TO BE UNSAFE. 11 IF THIS PROJECT IS CONSTRUCTED BY "OWNER-BUILDER", THEN THE WORD "OWNER-BUILDER" SHALL REPLACE THE WORD "CONTRACTOR" IN ALL PLANS AND SPECIFICATIONS, AND THE "OWNER-BUILDER" SHALL ASSUME ALL OF THE "CONTRACTOR'S" RESPONSIBILITIES AND DUTIES. 12 EXTERIOR DOORS MAY NOT SWING OUTWARD WHEN THERE IS GREATER THAN A 1 /2" DROP BELOW FINISH FLOOR OF HOUSE. 13 PLUMBING NOTE: ALL PRIMARY CONDENSATE LINES SHALL TERMINATE AT A TRAPPED PLUMBING FIXTURE. 14 ELECTRICAL NOTE: ALL BEDROOM AND ADJACENT AREA ELECTRICAL OUTLETS SHALL BE PROTECTED BY ARC FAULT CIRCUIT INTERRUPTERS (A.F.C.I.). 15 RECEPTACLE OUTLET LOCATIONS SHALL COMPLY WITH NEC. 16 THE HIGHEST POINT OF THE ROOF, EQUIPMENT, OR ANY VENT, PIPE, . ANTENNA OR PROJECTION, SHALL NOT EXCEED 30 FEET ABOVE GRADt, EXCEPT FOR CHIMNEY, AS APPROVED BY THE ARC AND THE CITY OF CARLSBAD. 17 DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED CONNECTORS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. 18 UNAUTHORIZED CHANGES & USES: THE ARCHITECT PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED ,cHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS SHALL BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 19 WHERE MATERIALS OR ASSEMBLIES ARE REQUIRED BY TIHE BUILDING CODE TO BE LABELEO, SUCH MATERIALS AND ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED BY THE CITY OF CARLSBAD IN ACCORDANCE WITH SECTION 1703 OF THE CBC. PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN SECTIONS 1703.5.1 THROUGH 1703.5.3. 20 BATHROOM AND LAUNDRY EXHAUST FANS SHALL PROVIDE MINIMUM 5 AIR CHANGES PER HOUR. A 100 SQ. INCHES OF MAKE UP AIR SHALL BE PROVIDED TO LAUNDRY ROOMS PER 2009 CALIFORNIA C.M.C .. NOTE THAT EXHAUST FANS SHALL NOT DISCHARGE TO THE EXTERIOR OF THE BUILDING CLOSER THAN 3' FROM ANY EXTERIOR OPENING. 21 THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 7.7a INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. 22 THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR SLIDING DOORS SERVING DWELLING UNITS OR 0.5 INCHES FOR OTHER DOORS. 23 RECEPTACLE OUTLET LOCATIONS SHALL COMPLY WITH NEC ART. 210-52(A). 24 ALL BATHROOM CIRCUITING SHALL BE EITHER: A) A 20 AMPERE CIRCUIT DEDICATED TO EACH BATHROOM, OR B) AT LEAST ONE 20 AMPERE CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS. 25 JOINTS AND OPENINGS, ANGULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. 26 THE CONTROL VALVES IN BATHTUBS, SHOWERS, AND TUB SHOWER COMBINATIONS SHALL BE PRESSURE BALANCED OR THERMOTATIC MIXING VALVES. SPECIAL INSPECTIONS SEE SPECIAL INSPECTION TABLE ON STRUCTURAL DRAWINGS FOR REQUIRED SPECIAL INSPECTION ITEMS AND REQUIREMENTS. QAGDIVISION APPROVAL - .. --l)p• § 13 DON NEU, City Planner l~~ 4&#m,) Dtlo: 5-· 'il'.-· i3 RECOMMENDED ev, C,h r is Scxj 9 a Print Name SHEET INDEX SHEET NO. SHEET DESCRIPTION T-1 SITE PLAN, INDEX, MAPS, PROJECT DATA C-1 CIVIL SURVEY / TOPOGRAPHY L-1 LANDSCAPE MASTER PLAN, DETAILS L-1.1 SWPPP L-2 LANDSCAPE ELEVATION VIEWS L-3 LANDSCAPE ELEVATION VIEWS L-4 LANDSCAPE ELEVATION VIEWS L-5 LANDSCAPE GRADING AND DRAINAGE L-6 LANDSCAPE PLANTING PLAN L-7 LANDSCAPE LIGHTING PLAN L-8 LANDSCAPE IRRIGATION PLAN A-1 FLOOR PLAN NOTES, SCHEDULES, LEGENDS A-2 LOWER LEVEL FLOOR PLAN A-3 UPPER LEVEL FLOOR PLAN A-4 ROOF PLAN A-5.1 ELEVATIONS, NOTES A-5.2 ELEVATIONS, NOTES A-6 BUILDING SECTIONS, NOTES A-7.1 LOWER SCHEMATIC PLANS, NOTES, LEGENDS ·-·------• A-7.2 UPPcR SCHEMATIC PLANS, NOTES, LEGENDS A-8 ARCHITECTURAL DETAILS A-9 ARCHITECTURAL DETAILS S-1 STRUCTURAL NOTES S-2 FOUNDATION PLAN S-3 LOWER ROOF / SECOND FLOOR FRAMING PLAN S-4 UPPER ROOF FRAMING PLAN so-1 STRUCTURAL DETAILS SD-2 STR'IJC'i\JRAL DETAILS SD-3 STRUCTURAL DETAILS SD-4 STRUCTURAL DETAILS SD-5 STRUCTURAL DE.TAILS GN-1 GENERAL NOTES, SPECIFICATIONS GN-2 SPECIFICATIONS GN-3 SPECIFICATIONS, SCHEDULES, NOTES, DETAILS LJ-1 L.J. SMITH STAIR RAIL / GUARDRAIL SYSTEM DETAILS DC-1 WESTCOAT ALX DECK COAT SYSTEM SPECIFICATIONS T-24 TITLE 24 CALCULATIONS AND REQUIREMENTS EMP-1 ELECTRICAL LOAD CALCS, GAS PIPING DESIGN (BY CONTRACTOR) SW STRONGWALL DETAIL SHEETS PROJECT DA.TA BAKER-LOPES RESIDENCE PROJECT ADDRESS: 7205 AVIARA DR., LOT 271 CARLSBAD, CA 92011 APN: 215-611-19-00 ZONE: PC NEW CONSTRUCTION: TYPE VB FRONT SETBACK: 20' / 20'15' INTERIOR SIDE SETBACK: 1 O' REAR SETBACK: 20' HEIGHT LIMIT: 30' TOTAL LOT AREA = 16,735 SQ.FT. LOT COVERAGE = 3900 SQ.FT. / 16,735 = 23% APPROXIMATE LIVING AREAS: GARAGE AREA = 787 SQ.FT. LOWER LEVEL LIVING AREA = 2980 SQ.FT. UPPER LEVEL LIVING AREA = 1373 SQ.FT. TOTAL LIVING AREA = 4353 SQ.FT. NOTE: AREAS ABOVE HAVE BEEN TABULATED COUNTING THE INTERIOR STAIR AREA ONCE, AND NOT INCLUDING THE "OPEN TO BELOW" AREA SHOWN AT THE UPPER LEVEL. UPPER LEVEL "OPEN TO BELOW" AREA = 329 SQ.FT. UPPER LEVEL "STAIRWAY" AREAS = 90 + 75 = 165 SQ.FT. APPROXIMATE TOTAL BUILDING AREAS INCLUDING OPEN TO BELOW AND STAIRS: GARAGE AREA = 787 SQ.FT, LOWER LEVEL LJVING AREA = 2980 SQ.FT. UPPER LEVEL BUILDING AREA = 1373 + 329 + 165 = 1 B67 SQ.FT. TOTAL BUILDING AREA = 2980 + 1867 = 4847 SQ.FT. TOTAL BUILDING AREA WITH GARAGE = 4847 + 787 = 5634 SQ.FT. BALCONIES AND COVERED PATIO AREAS: AREA OF LOWER LEVEL COVERED PATIO AND ENTRY = 135 + 28 = 163 SQ.FT. AREA OF UPPER LEVEL DECKS AND BALCONIES = 350 SQ.FT. VICINITY MAP -,-<>-r;'· \."V CV PROJECT SITE ::~••"'"'"" • ~ -~ y ~ ~ ;,,; en ~~~<..- ,, ' BATIQUITOS DR. Q REVISIONS Cl z i 0 f- 0 ~ ~ Z I-N CXJ <( :r: ..---CX) zUIN O:'. N ~ Cl <( -st-I U) -st-N W rv~ -..;j-0 u.... .,........._ _._ w "' ~ w 0 ..---,,-., _J z (0 0) m:5~~ <Cw .. U) om w..__,, n:::: z .. Omox ~0Ii1 <C m o_ BY THESE DRAWINGS ARE NOT APPROVED FOR CONSTRUCTION UN.L~SS ~1/J~lli]il, .'!,.@))/£. 12'.1 ii;\£ ARCHITECT, AND APPROVED BY THE OWNER, AND BEAR THE LOCAL BUILDING AND PLANNING DEPARTMENT APPROVAL STAMPS AND A BUILDING PERMlr HAS BEEN OBTAINED. ~ i. I .. . -·· . '' . -'" '/· .. . I .. . \I, ~ ~ I-.•. i 1;;•. 1 •.(ri-1.N '~ •-· .. ·. '™" ·> ~ \;[·<--·· w u z w 0 (/) w 0::: (/) w 0... 0 _J I 0::: w ~ <( co • 0::: 0 <( 0::: <( -> <( LO 0 N I"'-- 0 0 I 0) ...- ....-- ....-- <.D I LO ..--- N • • z 0..... <( SCALE: SHOWN SCOPE OF WORK SHEET THE SCOPE OF WORK IS TO CONSTRUCT A NEW 2-STORY SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE ON THE PREVIOUSLY GRADED PAD. LANDSCAPING, DRAINAGE AND PROPOSED SITE WALLS SHALL BE PER ATTACHED LANDSCAPE PLANS BY OTHERS. SEE LANDSCAPE DRAWINGS. T-1 OF SHEETS ~--------------------------------------------------------------------------------------------------------------------------------------------------------------------------'--------------------------------------'---------·--~ A ;r,,i:cvr.l of ;m,.1 no repr< I':evievv cm,,; work propo·: owner's bu.h · all improve \ accordance ordinances ;'. obligation 'i' aU laws, 1 government. the strlcte1 · ' ' I I I I I I I I I i I i ' I I I I ' I I I I I I I I ' ' I ' I I i i ' I I ' I I I I ! I I ' ' I I , . ' Z' 0 ----JI 0 TOP OF SLOPE· ' '',,, "· X X -l<--J< X X -K -X· 155 . _ X X --¥ ); X .X1~.sJ<-X ;: * ,, 154 ¥~ JOP 6 I '. ~JYA-., _,, - lop iroo1 W.Q TOE ' --.. -~"0-··--- 170 I • 165. 4 ;;2l 20' REAR I I •p,.\ .. 20' FIRE I I --....._165 \1 \ ~U, 1 • 165.6 TOE YARD SETBACK • 192 73 TOE SUPPRESSION -ZONE 1 227 )( ). ID + ft~1s , 1 150 GND\SHOT Jl, 164.3 ' 1,,©f'/ \ "~13 94 + 164.86 GNO SHOT +164.92 GNO SHOT 11 \'\ \ "'11 "' \ "'~, ·t:gp; WI FENCE I / DA YUGHT UN[ lte~~P I / \GB,,, / . / 1'1 I , 154 "11131$ 163 11-11~---,1~165 3 -11-· TOP 166 J ma , , n,p rn --,~,,,, """ ; .S Pp "' 2'6 + '63.8C, _ o, ]IS l rn,, +16 21 + rn:u, GNo SHOT 212 ~61 [, oc -GND SHOT + 38 rn,e TOPOGRAPHIC SURVEY AND SETBACK EXH1err, LOT 271, MAP 12412 -AYIAAA, PHAse 1 -UNIT D 1 O' SIDE YARD SETBACK , 239 + 164 68 GND SHOT J ;,; 1 i¼f. ex oJ:9° 19. • 165.6 TOE 229 +165,07 GND - ~,. 0 --X X OT I tl-5 _ -151 17 0 j52 144 •17,A Tp' *---,( 1 ~ 'X"~x-x I 7 8. 93 -· .)>.,.... ,..,._ 'r'1"ro~n,--;tc::o-:p--:c1-;:;6-:1-:f-:-±-e_n_d_____ TOP 120 168.50 JC 170- Tr _,_ • 165. 3 TOE ---- 65.J TOE ·roE OF / SLOPE -.. / 230 + 164.84 GND SHOT 165- 231 +164.83 GNO SHOT I . I~ :::::0 , I 11 ~ t1@ I ~t'j ,6 i~48 I ""•!·· &J I : a · 1:&1;,_59 I n I I _I. ,,,,, C)"--J .l~-.:J 0 ,--'"'"l /-l.J ... -~--------! . 4 I I I I r I ~----k.~1...........,,33---1 2 412 .rn J + 16 4 90 1 + 1 · 1.fl(l ,ig:'bfl4.11 I I GNo SHOT I c ~ dr.o I . >0'J I I I I I ·' '' 0 232 1 >Ul +114.65I I al, ;.P MAP ll24ll2 LOT 27ll GN\D SHOT -1~4 1. Jg 7 I. ~-\ · I J1 .66 183 WE rn q 1 I \ • 1644 I I ;~9 162~69 I U TOE , I . ~.131 , .TC 1 1' 180 .,,, 'I! TOE I • 1 ,i.!J • 164.8 § p' TOP I I I I ,--------I I ' <J II 238 + 164 76 GND SHOfOp -- 237 +164.89 GNO SHOT OF SLOPE ----\. 1--~.\ ' \ 236 + 164.81 GND SHOT , 165 I I 11 1 ----J 235 j 24 1 51 \ Ul -/·164.7~ 165£r 13 ~· GND '.f:HOT \ drip Ii' el ;,16 0 1 81 T 41 , I BK _ I _l 1548 ·\· -.. drip line , 'I I I I L.- I 1 101 22' 1 25' FRONT YARD (FRONT LOADING SETBACK GARAGE) I I I 20' FRONT YARD SETBACK (SIDE LOADING GARAGE) w 2::: a: 0 ~ <( a: <( · 4' GENERAL UTILITY EASEMENT TO THE CITY OF CARLSBAD I \ -~ I \ ~ , 00 220 [ G SH \Ji68 11'" GND SHOT I 2'4 "C' - "'1 218 -/· 162 53 21 -- , , _ GND SHDI ±16' ' I ' 2 CNC) 1"'°1,01_,' -----CND HOT 11 16 1. '+-161.86 GNO Sf-J.JJT-I GB GNO SHOT ---- f mo." 22s -----------'2ce I \, I \ I \ 171 172' ." ..ll =·h ·""' r~;<:--X__.J. ~y._-; --___,_,__ -- -~ ~ ..,._,.,. -~ 4 1ne '&.*--'- 9.58 , fdiJJ.,,d s,§rch g IDE WALK IG~22 +160.43 "'\ 1 • 83 3 GNO SH1 QTO 207 NGB • 159.82 ti ~ GB 206 -y_=~ I 2 ? 4 _ ~r • ~fG;ffi ,..... r, ;~ x------= . ., . LEGEND: ~ - ----PROPERTY LINE -----SETBACKS ---------EASEMENT -1J-1J-DAYLIGHT LINE DN,;,het1,;, :1 l·,F,,ac, -'t0''"->'\•1 /ic" 1-.\C,s~\WC.lii'Jh, !", -•'tV,, ON;,(,,1-,,, ''"'". ~.,,,~·v: 'Al) r,,,;,, h,' ,,,..,, ~ Plcmr>lng • f'ngJnoeri"g • Slltve,ying • Telecom -X-x-x--x--x-6' WROUGHT IRON FENCE INDEX CONTOUR INTERMEDIATE CONTOUR ·~ ~- 200 Emt WO<hingtori AVe., Suite 200 f.scondjdo, CA 920:;,s P, 760.74) .3570 F.760J41,)786 w,,,,.,,y, m as, cm-os,oc , com 0 8 16 32 E 5 5 SCALE IN FEET GRAPHIC SCALE 1/8"-1' 165 CONTOUR ELEVATION '" +154.ag SPOT ELEVATION GND SHOT 9 FOUND LEAD & DISC STAMPED "LS 5894" PER MAP 12412 D FOUND 2" IRON PIPE WITH DISC STAMPED "Ls 5894" PER MAP12412 ~" --'l-,,_ ~ l~.u--=11-1\___.~.ll~ .~11 )1i'-c 11= II~ .=-K""'X--7"'-X~or-7(-'X-X-7-"X-X--~-, -~,c-"-X--X--" -TOP •• - i~71~'52'31"E 193.00' \. 1 O' SIDE YARD SETBACK LOT 270 NOTES: MAX BUILDING HEIGHT 30' BEARINGS & DISTANCES SHOWN HEREON ARE MEASURED AND RECORD PER MAP 12412 SOURCE OF TOPOGRAPHY: FJELD SURVEY BY MASSON & A·ssocJATEs, INC, ON 10-28-2010 BENCHMARK: STORM DRAIN MANHOLE RIM ELEV: 156.07' PER IMPROVEMENT PLAN DWG 295-1 BASIS OF BEARINGS: THE BASIS OF BEARING§ FOR THIS SURVEY IS THE SOUTH LINE OF LOT 271, MAP 12412, i.e. N79'52'31"E r iron STORM DRAIN MANHOLE (BENC~IMARK ELEV= 156. 07') \ ', \ 134 135 • 158. 76 159.0Q TC BK SW \ \s"s, (@&' oz 6.07 1 "drum 11D m ll ' n, e) j,, w I, lfl- ) ' ,r< " ft', MASONRY RETAINING WAUS (SAN DIEGO REGIONAL STANDARD DRAWING C-2) WITH SMOOTH SANTA BARBARA STUCCO FINISH AND STUCCO CAPS ..... (! i:::.. \ "", 1::· . -•' I. .. , ,,./ •,. ! ; • ··•' , .. C · ,·\1··~ I ... ·.,_, , ... •,/ : .. \\, \ \,\ '·-\\, \ ' ' T ,.\ ! \., ·,1· 'I n1 '[ .. ! • .• '') i • .. •• • ••••••••••••••• , '-. . •, ..... ·../ .. TOP OF SLOPE PAYERS (TYPICAL) ·cA~1vER \ ROOI ' (2) 6" STEPS~ 24" SQ PAVER STEPPING STONES TO VISTA PAVER MOW STRIP (TYP) I I\t;,f ;\~\ilt}l\,~I:.!f ~t-~~I\:::ij):f :;}i:;:;>\Q.:~ ·I'"· .... -\ _ ... --.. -·,. ·\ ... _.. . ---· . 0 . 't'' t;f: ·i;'/~;,_;<L'.'.'.t)·:· t ·-· ~~-•'·' ::-;:\'t1{;:-;:;.;·::;~-~;:: ·· · (J.Q' · ' U· ·· ;.. cc0,A" • .. ,: ,,..• tv.. \i; ,,•···:;/;,.~;;;,:;;})>:;¥?/'·' ", .. · ......... "' .... , ..................... , .... ,.·· ,"'v".';·· \'· ·: -~:'i<:i:i :; :>:/<·:.-; \/_;/;\:: i; :·::• ;,-: : _, ,i.,. I··•· r,,., ·'F" ..... --· _ .............. •· .... , .... , .... ,. . ,,,,i;;;i;t::10~I4S~f; - TOP OF SLOPE LINE (TYP) J t EXISTING FENCES (TYP) /1'7~~ '!"' DIOALtRT ·-----.,...,. • --~ ---•----.. +¥¥...-w ~ 'o,s+A+-+'HAV• 11WOWOACNQI DA'181lEFOflE YOU DIQ TOLL FREE 1-800-227-2600 A PUBLIC SER'IICE BY UN:JERQROUND SEli\llCE ALERT }_' '-'{ i f:, WESTERN PAYERS DESIGN CONTRACT NOTES: 1.--·- RIVER ROCK SWATH SET INTO SLOPE AMONG PLANTINGS (SEE PLANT LEGEND FOR SPEC'S) BBQ CART BEHIND SCREEN WALL / .. ·-7 _ ... )' I j(· . 7" r .. '/:' THE FOLLOWING NOTES ARE EXCERPTS FROM THE DESIGN CONTRACT AND ARE NOT EXHAUSTIVE. OWNER'S RESPONS1BlIJTYi OWNER IS RESPONSIBLE FOR OBTAINING AND PAYING ALL BUILDING PERMITS, PAYING ASSESSMENTS AND CHARGES REQUIRED BY PUBLIC BODIES AND UTILITIES, WATER HOOK-UP CHARGES AND THE LIKE. PLANS AND SPECIFICATIONS; ALL PLANS ARE CONCEPTUAL DIAGRAMMATIC ONLY. THE INTENT JS TO PORTRAY LANDSCAPE AND HARDSCAPE INFORMATION ONLY. THESE PLANS DO NOT PROVIDE DETAILED SOLUTIONS TO ALL LANDSCAPE AND HARDSCAPE RELATED PROBLEMS. MINOR ADJUSTMENTS IN LAYOUT OR FINISH ELEVATIONS MAY TAKE PLACE DUE TO PROPERTY CONDITIONS OR AT THE DISCRETION OF THE OWNER. ·-:\-- ,, / /' ..... 'i!i/F ""' \ ®\ .~, \,\.8.,BeB~ \ \'-,_\ Cc<..~,-- \ !!~t---·---•"'---------·- Jpw·\·--/ -•,: ' ,... I ,~, A :· I"-! (· (.' ( :)![It:_ _ __ 1. __ _.!( .. \: . .J :\ ,.7 , ... , •, \ TRASH, RECYCLING & J~EEN wAsTE STORAGE SPACE \ \ STREET TREE- SEE PLAN'f!NG PLAN ' '\\., ·1 rs , ' ' u , .. ' •· 1···· ·. ·· .. I .. '.> i 1.) :: 1 /\ '\ ·'Tl"•••·,·, __ ) , __ . ::; r\ ' .. ., V .......... ! , I .. ;" " .. ,,c-, (t ,\ ii -··.·· ,, lj ,\,:-.'., : , :,:·,--_\' I /·-) ,.. " /, ,;:.· (?\,. i{ J;_:_:., ~~~i:~T:r I~~fw;1iE :~: :r~Eir1° 120 ,i,' -1 f.)f:;,::10 \\ '\ \ COURTYARD SCULPTURE OR WATER \ FEATURE (NOT VISIBLE FROM STREET) -,_\ \ "" M/\STER ~ HOWO QQ.fill[QQB \\ \ \ ...... "" ~L'. fl\\ r- ··.:_ ·7-.Pi:''~---·I .---T"\--l-,-+---,-1,_ "'"' "") r~ . :q yEST.A-_1£) lQ ~ L ,.@--b ,i .~~ ~ oo <="'" 1--~~1 () ~-------------------------1 ,· ,-fet;~ ·•,, (Gl<Ol~'-(ll_,. ,7\--_/ 11···'11'--/1 1 . C/JlPf:T GREAT RQQM (OPi'N 10 A61N0) \11 ~'Z 111 / .... ~' \ --L/ ~··· ·· .. I /l_t'~"::r j_....~!E.]I -7- ij\ 1ijl i .~, I~ CORRIDOR \,_H I~ ~~ r--tj~- (2) 6" STE_ AA~ -' l[c -. ---.--w1NE -~ _L ---tj lfc\'8K Q:\ llitfil:!__G "> - \ 'U ~- ~ -• ,~,It) ~ [jj ' -~ ~m••-l-.. .. ,,,.---... ,~ t1 iii,~ / -· /, R ' ~ 'i / "· "--rR . ·. f~ II]\· /~ ·} ~ ~~ DtHAUSf HOO\l ~~ co~ 1r-c:n VINES PLANTED ON FENCE (TYP) °TI'1Hi "" - e ' . ( 21 6" STEPS '· -·-------·---··--·-· -------/ -'~i ~ EXISTING TOE OF SLOPE / . / "-. / ----7 ·' . / -.,,"-l~~AR Sl-~ ,./ '·,,"'-------------_ .. --·-···-_ ..... --.. ./"--... //~NES PLANTED OUTSIDE OF . HqME (TYPICAL) / i '°'"-. i .. / "-. ··. 9" --,, i~ \_ PAVER DRIVEWAY WITH CIRCLE PATTERN INLAY AS SHOWN 1,-. c··· ' · ,, I '--. .. 'I . ' ''' L} --I/--\ --c,[.J ~)C. (_).'·\✓, PLANTED POTS (TYP) '--SMALL ACCENT TREES "-6'-o" HT. CMU STUCCO WALL TO MATCH OTHERS WITH ARCH AND DECORATIVE IRON GATE 18" SQ PAVER STEPPING STONES (TYP) • '.·iC'Ct·(::f1 -1 i · ·11 i: e LOW MASONRY hLASTERS TO COMPLEMENT H?USE ~11::., . ·-.. ';\ 7'\ : (,::, 46 ~1-t-:'::\ ·1f2-fp -.:i--1 (\ :t"'j ,:::, '.) ,. --\,,_ . --,-i~<-~fi"' ., . : .. ,.)., \-· ) i\. \::/, '1--~--) -__,,\.) . --' . __ c--, Ii . ··. . -,· ·,< \. \. r ., .. \ \ u - l· ·.1. 0-, \· ·-·~c~---·:. l:\;;11·~~ \. . 1 -:-::(r ;, ·: ;' ~-... , .. r) i\ \ · · · \ ·c-r~1 ,. .. -.,, i. \· i. ! '.._! \· :<z:-. en I. . .,,----- /,*'""" .t~ .\\ .(_.,--) I ' -\ ' '~· ,,_,J--> jf)' ·.-,,---: ez:6s ·.·1 f}:i"! -: n /'-,•, (<"! "f i !_)/. :1.::, ·.\ T,,) --- ·\ -l\ -\ \; i ! . . . 1 -. CJ\..; \ ---.\ (_)', C) (:) ~ ..... ~ ~ d ~ ~ l \ \ \ ~ "' ; '.-1/J,,{,, ' ;,. . \ .. is ' : . '\ tr.1 •1-' 1 -a;,) \ . . ·-.-' , .. 'i 60.?1 -\ -1·-r· ·\ '-' .. . \ l ' ' ' ' ' -" I"• ,, ~i•\) ! (:J:4! .,-(' ,--, ... 1im'1<D,:J,:)t, \ \ ' \ i ' \ i ' \ i \ \ ' ' ' l f·•1· .... , '''\I·,-._· q "'~1'::.._1--t;e'fJ r c-:r1 11 \ .. \M /1 • r,Mvm ,.. ,. ...' !. .. , , , 7'-, COMPOSITE BEND-A-BOARD HEADER TO SEPARATE GROUNDCOVER AREAS LOW GROUNDCOVER AREAS- SEE PLANTING PLAN \- , , 'I . ·\ ' ' . ,: .. , .-\ . _.)4 \· ,i,,r.,n·7,, \, ,< ,.,(). I Q \. =c ACCENT TREE- SEE PLANTING PLAN WATER FEATURE WAIJ. 32" HT WATER FEATURE WAIJ. WITH POOL TILE AND WITH LOW FIRE PIT IN FRONT, STUCCO FINISH AND CAP TO MATCH HOME -SEE ENLARGEMENT BELOW RIGHT WALL TO SCREEN BBQ CART DESIGN INTENT STATEMENT: THIS CONCEPTUAL LANDSCAPE DESIGN IS INTENDED TO REFLECT THE SPANISH COLONIAL AESTHETIC OUTLINED IN THE AVIARA RESIDENTIAL DESIGN GUIDELINES. AS A HILLSIDE LOT, THE LANDSCAPE AND HARDSCAPE HAVE BEEN CAREFULLY THOUGHT OUT TO REINFORCE THE MEDITERRANEAN-STYLED HILLSIDE VILLAGE AND OLD WORLD FEEL OF THE COMMUNITY. BOTH ON-SITE AND CROSS-LOT VIEWS HAVE BEEN CONSIDERED AND PRESERVED TO THE GREATEST EXTENT POSSIBLE WITH THE USE OF PLANT MATERIAL CHOICES AND HARDSCAPE LAYOUT AND SELECTIONS. THESE SELECTIONS WILL BE COMPATIBLE WITH THE ARCHITECTURAL DETAILING. THE LANDSCAPE WILL COMPLY WITH FIRE SUPRESSJON ZONES, SOFTSCAPE STANDARDS AND HARDSCAPE STANDARDS. LANDSCAPE UGHTING SHALL BE LOW VOLTAGE AND ACT TO HIGHLIGHT KF.'l PWITINGS, WALKWAYS AND GATHERING AREAS. LIGHTING SHALL NOT BE DIRECTED TOWARD COMMON AREAS NOR NEIGHBORING LOTS IN AN OBTRUSIVE MANNER. EXISTING TOP OF SLOPE AND PROPERTY LINE FENCES WILL REMAIN. NEW FENCING AND RETAINING WAIJ.S TO COMPLY WITH GUIDELINES. HARDSCAPE INTENT: DRAWINGS ARE APPROXIMATE & FIELD ADJUSTMENTS SHOULD BE EXPECTED. PAVER HATCH PATIERN IS DIAGRAMMATIC ONLY. PAYERS = ORCO COUNTRY COBBLE 2-PIECE RANDOM "I" PATTERN FIELDS IN 'ORCOITA' COLOR, WITH COUNTRY COBBLE RECTANGLE SOLDIER COURSE BORDERS IN 'ORCO'ITA' COLOR. ., ., ,~"';" ' r.~ .. WATER /!~ FIRE SCALE: 1/ 4" = 1' PIT ENLARGEMENT HDWD i'i_OOl< PLANTED POTS (TYP) .....__ TOP OF SLOPE COPYRJGHT; ALL ORIGINAL DESIGNS, DRAWINGS, SPECIFICATIONS, PHOTOGRAPHS AND WRITTEN MATERIAL REMAIN THE PROPERTY 8 LANDSCAPE MASTER PLAN 8 4 0 ~ 8 I 16 I i4 II OF THE CONTRACTOR. THE CONTRACTOR RESERVES THE RIGHT TO USE ANY SUCH MATERIAL FOR PROMOTIONAL PURPOSE OR FOR ANY OTHER PURPOSES. ANY ATTEMPT TO REPRODUCE OR USE THIS INFORMATION WITHOUT THE EXPRESS PERMISSION OF CONTRACTOR ;s PROHIBITED. SCALE: 1/6" = 1' SCALE: 1/8° = 1' NORTH tll ~ ~ I>. ~ ~ ~ "' .a I Ol .a 0 Ol @ •• ~ ...... E-< E-< IS'l IS'l = tr.! .. E- O> -""' • co ,...... i:::,a - 0 --- -U) 1--1, 0 ~ .,, C, ,:.., u co "" "" O> -_, "" ~ -,--1 r--- 0 N ~~~ Iii =j 5ilillii1 ~~ ~;.a lii1i: I'™ •'"·'' i:z:.:l z 0... :.s -<d 0... u U)_ p::; A i:z;.:i z E--< ::§~ ~ ~ u z ~ A ~ :@; -e; 0 U'J N 0 ~ ~ 0, co A c:o p;:j --<!j --<!j N ~ Ll I P::i< -~ ~ > ~ C'"j ;:i,:::: '""'1 r:Q I < <n U'.) ~ i::cl O ~ c:o U'J ~ ~ ~ 0... 0 03-26-13 .....:l 03-13-13 03-09-13 02-15-13 REVISIONS: 01-01-13 11-21-12 07-21-12 ·-~"- 11-18-12 10-23-12 11-15-12 11-07-12 PREPARED BY: G.W. ORIG, DATE 07-09-12 SCALE AS SHOWN Ll SHEET 1 OF 8 ps: ,!t. Ht - r! "' itl Ir !O, \in a';, Ill ,j/ '•! \.L . ,v -1/ 1,-· ,1 ,v ,. -,.i,- . 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Li:.;::J}i:~~'.:~~~\)J:~:lr::=L_.j.J~J?:'.>,·...-·,= . ·•\ ·.'. ! ~-L bE3 \ ----···.,,. .. ,.,1/, / l 1/' \':I{ C',l'«'l'~ ---, -, .. ' \ ~ 7LJ.ft!?J'7"./~,C \ ' . . I • I l ""'-"''0 1--1 .. ~ i, ,,, --t, ;,,.-~\ -· ---\ \ ,--___.-· 1 -• • "[r1 •:·,-:v,r·c-r) · 1 . ~-e 1-r)~---,..~·-l ,~ .... , . 'v~---. ---~--~· t· ... '"'~--, , \ '~. -~ -··-'".-c-:. --. '';:_'fl: :~:~:,/ ½ ;c!'l'C 1••• \ . <l FUTURE PERMANENT BMP, ~OP-UP LAND 0 • l ;) .. · ?--7 ).,•' ,y ..J· + ..j.· . -l-' ,v "'.(_.· y ·._J,, TOP OF' SLOPE t\NE (TYP)'v ,!. '•,1/ , .. y -...)/ EXISTING GRADES' TO REMNIN ·v "V -+ '·.V ✓-· v )/ ,t.·· -....!./ ]/ ,.!_ .. + ,c- + ,, (/59fe ,.j,,,li ... x ,v-tJ):J. 0/ ,';.{~ I; .. ;; . . \/1 %/'::)/~\/< ' .,-·-,='-~;,.::~~"'"' '-.. -~~1"' Ct< _ ,.,q ·0 1r' · · ··rr'n ·• 11:·.ti:1',• L ~·' :)t·:\) ., L .) t r iron tut) RESPONSIBILITY FOR BMP IMPLEMENTATION: ' ''I' ' ... -·:; ~~---✓---~,·, ':,1/ --..-f=•--" ~F• .. · .. n. .:.1 , ... • Gb IT IS THE RESPONSIBIUTY OF THE PROPERTY OWNER AND THE CONTRACTOR TO DETERMINE THE TYPES OF BMP'S THAT WILL BE USED, AS WELL AS THE LEVELS OF APPUCATION NECESSARY TO COMPLY WITH THE CITY OF CARLSBAD'S STORMWATER AND BMP ORDINANCES. POLLUTION SHALL BE REDUCED TO THE MAXIMUM EXTENT PRACTICABLE BY IMPLEMENTING BEST MANAGEMENT PRACTICES (BMP'S). BMP'S FROM THE FOLLOWING FIVE CATAGORIES SHALL BE USED TOGETHER AS A SYSTEM IN ORDER TO PREVENT EROSION, SEDIMENT, WASTES, SPILLS, AND RESIDUES FROM LEAVING THE SITE: 1. EROSION CONTROL PRACTICES 2. VELOCITY REDUCTION 3. SEDIMENT CONTROL PRACTICES 4. OFFSITE SEDIMENT TRACKING CONTROL 5. GENERAL SITE AND MATERIALS MANAGEMENT STORM WATER QUALITY REQUIREMENTS FOR CONSTRUCTION BEST MANAGEMENT PRACTICES THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT: CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, SAN DIEGO REGION, ORDER NO. 2001-01, NPDES NO. CAS010875 AND THE CITY OF CARLSBAD LAND DEVELOPMENT CODE. DIOAL(RT ·--------, -'·-------~ •'i-V+T'+-s+A+V ~ 'i-W,i,-+7.-q,.:. 180~~-1/1., ~--Y·/ \, ~~(Ip.~~---,·, J.:j!\ ~.-:1Vv ;,:;,-;,., ';t:',,,.,-u . ·-I ' I •• ··< ~-· .i ""'-""::2f:;_;,.::., . _;1,··, ,·,(i·,µ1°• r 11·cn l.~f. ... ,J :.. ... , top . t::c NOTES I THROUGH 6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S. 1. SUFFICIENT BMP'S SHALL BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTMTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMP'S. 2. ALL STOCKPILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIAIS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS, SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABIIJTY OF RAIN IS 40% OR GREATER. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS WHICH ARE TO BE POURED IN PLACE ON THE SITE. . 4. ALL EROSION/ SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. SC-I ADDITIONAL CONTRACTOR BMP REQUIREMENTS; THE PROJECT CON'rRACTOR SHALL TAKE ALL REQUIRED MEASURES TO "IDENTIFY POLLUTANTS FROM THE PROJECT AREA" AND INCORPORATE "SITE DESIGN" AND "SOURCE CONTROL" BMP'S. POLLUTANTS ANTICIPATED BY THE PROPOSED LAND USE ARE AS FOLLOWS: SEDIMENTS TRASH AND DEBRIS OIL AND GREASE BACTERIA AND VIRUSES PESTICIDES NUTRIENTS OXYGEN DEMANDING SUBSTANCE PROJECT CONTRACTOR SHALL INCORPORATE THE FOLLOWING INTO THE SITE DESIGN- • MAINTAIN PRE-DEVELOPMENT RUNOFF CHARACTERISTICS * MINIMIZE IMPERVIOUS FOOTPRINT BY CONSTRUCTING WALKWAYS, PATIOS AND DRIVEWAYS WITH PERMEABLE SURFACES. * CONSERVE NATURAL AREAS. * USE NATIJRAL DRAINAGE SYSTEMS AS OPPOSED TO UNED SWALES OR UNDERGROUND DRAINAGE SYSTEMS. • DRAIN ROOF TOPS, WALKWAYS, PATIOS AND DRIVEWAYS INTO ADJACENT LANDSCAPING PRIOR TO DISCHARGING TO THE PUBUC DRAINAGE SYSTEM. • PRESERVE EXISTING NATIVE TREES AND SHRUBS ' PROTECI hl,L SLOPES FROM EROSION THE PROJECT CONTRACTOR SHALL ADDITIONALLY: * MINIMIZE THE USE OF PESTICIDES * USE EFFICIENT IRRIGATION SYSTEMS AND LANDSCAPING DESIGN -INCORPORATING RAIN SHUTOFF DEVICES AND FLOW REDUCERS. BMP LEGEND SYMBOL I xx-x I I WM-11 ~ I WM-6 I I WM-8 I [ WM-9 I I SC-I I ~ I TC-I I lsD-101 I SS-2 I DESCRIPTION BMP TO BE USED PER CALTRANS STORM WATER HANDBOOK DETAIL INDICATED. , I 'iii U / WASTE MANAGEMENT CONTROL Bi.1Ji4S'3d,;,:Jlrl!nrn MATERIAL DEIJVERY AND STORAGE SOUD WASTE MANAGEMENT HAZARDOUS WASTE MANAGEMENT CONCRE'fE WASTE MANAGEMENT SANITARY WASTE MANAGEMENT TEMPORARY RUNOFF CONTROL BMP'S SILT FENCE STRAW MULCH -•- STABIUZED CONSTRUCTION ENTRANCE (20' WIDE X 50' LONG, NO, 2 ROCK OVER FABRIC) PERMANENT BMP'S LANDSCAPING AND BARK PRESERVATION OF EXISTING VEGETATION (OFF-SITE HOA MAINTAINED) DA'/8 l!S'OIEI YOU CIQ SWPPP -STORM WATER POLLUTION PREVENTION PLAN B 4 0 ~ B 16 2t II TOLL FREE 1-800-227-2600 A PIJBLIC SERVICE BY lK>EROROUND SERVICE ALERT SCALE: 1/8" SCALE: 1/8" = 1· 1. NORTH t/l ~ ~ il, ~ ~ ~ Ol '" I N '" 0 N @ .. ~ E-,_. E- E-r,.;i S3 u:, .. E-c.;, r,.;i -., ~ p.. ~ Q 0 '" 0 -"' a, a, -r:,., • 0:, ,..._. ~ ...e:ij I ::c ~ (..) 0:, J:/:J M c-o -~ r--z ~ z Pc:l •o_._ -c,:, '"""":, 0 ~ -<Tl 0 ""' u c:, "° "" "' - ~ ~ ~ ~ [f)_ ~ u z ..., "' ~ z 0 ~ z ~ g: z ~ § 0 A.. ~ ""' E-· ~ ~ F;:; ~ A ~ o:, ->o 00 ,_, 0 ~i:,:::;NO p:. i::::i 0:, r:o < < ~ p:. P::. U I ~~ .r:o ~>:;]~ < i::r:i I o:i l(? r:r., 0::, 0 ~ l(? C\1 :;] 0::, U)<'-~ u i::i.. 0 >-=l REVISIONS: PREPARED BY: G,W, ORIG, DATE 04-05-13 SCALE AS SHOWN Ll ® 1 SHEET 1 OF 1 ! ' r /Jf ,, '• ,., J: ~ !'f 4 GIAN'f BIRD OF PARADISE ~ I0'-011 SETBACK ~I ·------- I' ' ' ' V,.· .. - '.(1.i '{,'·~. . . t_i; I· ' ·I ·.~ ... ·-.---v:·:-.. I I \\ ti .• , .. _:1 -V ' .•••• "--6' -0" HT. CMU STUCCO WAIJ. TO MATCH OTHERS WITH ARCH AND DECORATIVE IRON GATE '---FRONT ENTRY (TWO STEPS UP) WITH POTTED SPIRAL JUNIPERS ON EITHER SIDE 8 FRONT ELEVATION 14' EXISTING PERIMETER ~ FENCE TO REMAIN " ~v 8REAR 13% SLOPE VIEW (EAST VIEW) 8' 11 I "--RIVER ROCK SWATH SET INTO SLOPE AMONG PLANTINGS (SEE PLANT LEGEND FOR SPEC'S) CROSS SECTION VIEW 24" SQUARE X 36" TAIJ. CMU COLUMNS WITH STUCCO FINISH AND STUCCO CAPS TO MATCH HOME 32" HT WATER FEATURE WAIJ. WITH POOL TILE WITH EVEN STREAM OF WATER FLOWING OVER WAIJ. INTO TROUGH ( ONLY VISIBLE FROM HOME) 12" HT CMU GAS FIRE PIT WITH STUCCO FINISH AND STUCCO CAPS TO MATCH HOME WITH LAVA ROCK "--SLOPE PLANTINGS (TYPICAL) 4 2 0 4 8 ~ I I SCALE: 1/4" = 1' - cl:) I ~ 32" HT CMU WAIJ. WITH STUCCO FINISH AND CAP TO \IATCH HOME -TO SCREEN BBQ CART i\l\i 1' '. ,/ 1' "k. d) .J { r .. I · ·· .. 1 l, · < < I .J ~ ~ 7\.. ' ' ., ~ 14'-Cl" 8'-8" ' ~ ~ ~ * 8 WATER FEATURE DETAIL 4 2 0 ~ 4 I 8 I SCALE: 1/ 4" = 1' 12 I 12 I ',• '-----VINES ON FACE OF GARAGE LEGEND CD PAVER BORDER WET SET IN CONCRETE BOND BEAM BELOW. ® PAVERS WITH JOINT SAND -SEE CONSTRUCTION CONTRACT FOR TYPE, COLOR & PATTERN. ® !" DEPTH SHARP ANGLE BEDDING SAND COURSE. NOTE: 4 ~ 5' 3" ~~ I -HIGH EXPOSED PILASTER d \) SCALE: 4 ! '---LANDSCAPED SLOPE ·-4' -2" HIGH EXPOSED RETAINING WAIJ. -DECORATIVE IRON GATE WITH MESH TO SCREEN ANY VIEWS IN FROM STREET '-----SIDEWALK RAISED 12" TO BURY RETAINING WAIJ. FOOTING PER CODE. SEE ARCHITECT'S PLANS FOR GARAGE STEM WAIJ. TO AIJ.OW THIS CONDITION. 8 12 -I 1/4" = 1' © COMPACTED AGGREGATE BASE (CLASS II ROAD BASE) 4" DEPTH PEDESTRIAN, 6" DEPTH VEHICULAR UNLESS OTHERWISE SPECIFIED. ® COMPACTED SOIL SUBGRADE ® ADJACENT PLANTER INSTALL PAVERS PER !CPI SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS. PAVER INSTALLATION DETAIL NOT TO SCALE ~ ~ I>. ~ ~ ~ 0) ... I tll ... 0 tll @ •• ~ g::: ~ ~ u:, ~ A 0 g_ "' 0, 0, -ii. -"' ,-......, ~--"1'.l I ::i::"' w ~ "' "" l'-A,_,.,__ z-z r:::,::::i ::::i O ..--... -[/1 ~ C'l "' ..,, 0 ~ ue ,r., C'? 0, r:j -...-a r--. 0 ~r:1Jm --~ lilil __J pill lilil ~~ lilil~ ~~ lrl lill ,,~-d ~ii 11 1::;;;::~a@ti J;;z:;;:i ~ u U'J. Q ~ U'J. i=== J;;z:;;:i > z 0 -E-< ~ ~ ~ i::::l u z i::::l A ~ g; ->o UJ,.......NO ,._, i:i::; 0:, e.o -A oo p:!j < < N i:i::; U I p::; < . ~ i::::l ::;:' A c,-:, ~ < .....:i Ir:> -~:;joo oor---u E-< i::::l u i::i... f:; 0 03-26-13 0 -:I p:: 03-13-13 i:,... 03-09-13 02-15-13 REVISIONS: 01-01-13 11-21-12 07-21-12 11-16-12 10-23-12 11-15-12 11-07-12 PREPARED BY: G.W. ORIG. DATE 07-09-12 SCALE AS SHOWN L2 SHEET 2 OF 6 ' '" oh, 'ii " }J ii: K· :h e:, aJ\ tht ;ul· )i :: 1c1· 1_{1) :m SLOPE PLANTINGS SUPERIMPOSED (TYPICAL) EXISTING FENCING TO REMAIN ~ EXISTING REAR YARD SLOPE BBQ CART BEHIND SCREEN WALL ~~~~- ) ~~\~ ft: . -'.-j•': ~ ~ V \~ = .T.7 T . ' ' . ·--' . . . . ;;i· ~-· ~ &,#'Th 1J' . l i ••. ,ii JI/JW-/f(\J/\ ... · I ·.•~ I~,· ··~~ · .. ·MS;: ll ll~=l+-l ~ ,~ /:31:>.. ii, '" '1 H •/ I-+" I J, ... . ·• I _.: ' , .. ' v=~ ~ Oi ·~ ' .,___:__,-..-',-· .. _· =•~+ :y-· w·++· = ... =.:z~ .. ~ . ' . . .::,. . . '. ··.···(/(I\·.··.·· .... ·. r+-1.·· . ~· ~< .· [{ g I I I ~ I ------- ill ~ " ~ ; i::i:l f ~ 0 .tAf_,, ~ 1-•·+-••1 1 ·+--+::f-_ T _ L·L'f-::·T _ T ~-LLL T _ LL·'f::·T _ T :'LtllL T _ l'~::LJ _ I .:..::l::t.J:... J _~-. VC-C'-· Y')-,...-..1/ i::i:l ~ . ' ·~·--,· -:~-' -----:-' .. -··-·.-· i::i:l i::i:l i . .,., __ . - i {=; -··i-----t-. •r- {= c-c- ~ ,,...,,.,n,~,i\i&,/i:"h ·•···•••·.J···•.·r•.1 ,-_..-,,.M,t Dk:=~:::: /l"""""'-'"'-•11)~in ~. ., :l!d:::~LL;;_;_:J;...;_ . 'lli ~ <!! I ~ LAWN _/ '--32" HT WATER FEATURE WALL WITH POOL TILE AND 6' -0" HT. CMU STUCCO WALL TO MATCH OTHERS_../ I 8 SOUTH ELEVATION VIEW (WEST END) I I I . I ~I ::i::1 (.!, -· ~-~~ 0 _,,,ill. ~ i::i:l_ i::i:l ~· r.n i::i:l z -· ~ ::c: ... u l! ~ .. ~I I :----,_,J , .. ,--~-<--. .: :"' : ' . : . t·l~'·· : :_ .. ':' / ''. . GIANT BIRD OF PARADISE ----- 1-,·-:~ · ... _·, r1~·1·-~ 1~1 8 SOUTH ELEVATION VIEW (EAST END) fL '. \'' ---- STREET TREE ----- EXISTING FRONT YARD SLOPE -----.:..~- ~ ----,,--\-,,,, DRIVEWAY__,, WITH LOW FIRE PIT IN FRONT, STUCCO FL"!!SH AND CAP 1YITH ARCH AND DECORATIVE IRON GATE TO MATCH HOME -SEE DETAIL ON SHEET 12 4 2 0~~~~~4 8 SCALE: 1/4" = 1' ~~~ ~ ~\)lJ[~ ~ l;r -~~ . ~-Q~~ . ,; J ~ ah ~ ~v ·~c<.!'o ."'tf "' CT~ p a -~ A VIARA DRIVE ~-c . -·- ······~~-' ---~ :·::·-. ;:lffi.\.,,·,····••=:=::c:c~~·••'' '-';'iii,,.__ '-~I ........... ~\-\jf_")''''~- WJ ~ gQ\aJIII)~ ~---' \_Q ..J .i B I O_i,..~ _2_)",_ ... _ ---------. cc=::') 0 4 2 0~~~~~4 8 SCALE: 1/4" = 1' 12 ! 12 ! rn i,; ~ ~ ! ~ " ... I N ... 0 N •• ~ ...... E-< E-< ~ ~ = Cl'.l .. E-< w ~ .... g p,. ~ "' A 0 ~- "'' O> O> -"-< • '° ........ j:;&Q~ 1 ::c: ~ u er., U) "" ,-A E-~ r--z -z i:::c:ioo...-... -IZl~O "" .._,, 0 ..... u '° '° cc., O> -_, ""' ~ ..-I r---0 ~~! liiliflll-u 8'1 JiiQ _J =~ [Q~ --..... ,. 4'tA1 SWIP =mX! U'J i3== i:-.:c:l i:-.:c:l ~> uz U'J 0 ~ -~ ~ i:-.:::1 u z i:-.:::1 A ...... r:n ~ p:::; p:::; f2 < i:Q r:n i:-.:::1 0... s ~ i:-.:c:l ~ O> >o _o i:i:::; N 0 i=i O> <.O 0::, < < N i:i:::; u I <r. • so ~ i=i c,-:, ~ < c,-:, o:::i' I.!':) u:, 0::, 0 ,_:i I.!':) N i:i:::; a::, I:'-;j 03-26-13 03-13-13 03-09-13 02-15-13 REVISIONS: 01-01-13 11-21-12 07-21-12 11-16-12 10-23-12 11-15-12 11-07-12 PREPARED BY: G.W. ORIG. DATE 07-09-12 SCALE AS SHOWN L3 ..._ _______________________________________________________________________________________________________________________________________ _::::::::::_ __ _;@~lll!J SHEET 3 OF 8 O• Jj ,, d, 'ir J 'tn 7';: Ii• s T' it f.,(, d ~\·i s, 11.-, eJ, 4u ._,. f;l 1,-J<f' - STREET TREE----.._ ~~~ A VIARA DRIVE -=-= '5 iLLI 101 I 0 (j Q NORTH ELEVATION VIEW (EAST END) E-t ::0 ~ I c., ::?'Er:r::'I' -· ~ ."-~- r ..... , '..rs::,.: ' -. > r.· 0 . ·. ·a' · ..• •·· . . . '< ' •. i:o ·. ·. ···•· ... ·· .. ~ -w· .· ~ .··r··_. -__ · -"' ey!,,ia\:tl,;c ·.o L,c 7 11 I I II I I 11 · • ,·.j!}" .~ ,-- Jj ~ ·.11-'---~ ____ <2< 22 2· __ •___:_ ... ··.•~.···~··· m= rn. ~ JI. .. . T T_T_l~I T TTTIIJ....LJ{fH ~. .. · ... · • ·· · .. \jii' · .. -ii.· .. W · 'ii°ffv~VV-W VVV ji· •· ¾ ~l z--',·~•··· ...... · -1.·· · ... · ... ·.·.·. i,-~·• . . ·.· .. · • .. ' . . . • . .·· ·. · · ·· 11 ; I .-'• · .. ·.,., ,:·-·_·: i="F9 . _. ' '.· -·.: ·_ . . : . •, . '_- ·, . ',, ' ·, ,: , ' ' . .···.···~··.· .. •·•· .. ·•··i ..•.•.... /i >i······ .···••··~j/ "~II/ · · .. ·· · •.·. ~If I r I I t:2 I i ·••··· ··•·· ... ~: ~<•.•~ ; _,-,lo I I 8NORTH ELEVATION VIEW (WEST END) D~i 1< .. :·. •, -.. '• .a -..__DRIVEWAY T GIANT BIRD OF PARADISE EXISTING FENCING TO REMAIN r •····••··1••·< -'-'-'··· ~ ----- I E-t fil ~ > · .......... ·.··.I~ 'i'l'LLI i i L ·• < • ·.· .. ··.· .... · .. W ~ ~· ... ·•.••·· .. <. il 0 ... ilttttttlll+t-'-· -·. -.·---'-,--.. · . ·.·.'r,7 ;i-:i ~ ~ I i:o -~ m .. F~ > rn. . ·I·· . ,·, . •' . ~ I I ..... l~ .. w z .. n . ~~ -1·· . •·· .. i-:l ==· . 1,, • .. 1 .... 1 1 i 1 11 1L._L.._j11 0 DD . . .... · DD .$~ ,_ . ·-. -, ,_. ;_. '•, ·-~~·•.·········· '--EXISTING FRONT YARD SLOPE ~'-1,~'Ji ~~"{'- ~ ~ - '--SLOPE PLANTINGS SUPERIMPOSED (TYPICAL) 4 2 SLOPE PLANTINGS SUPERIMPOSED (TYPICAL) --( ~ ~ ._;\)'~ ~ ........... . 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E-C,.) i:a.J -0 i:,::; i:,... ~ 0 "' "" 0 - "' O> 0, -0.., • 0:, ;:::::. ~i::,::., uz r:n. 0 i:::i-z E-< ::S ~ ~ ~ u z ~ A~ -I>-r:r.i-~ §§ ~ <11 ~~ ~ I>-::,,::: <11 -< .n i:::i:::l 0 N r:r.i r- ~ i:i... 0 ,-..;:i ....:l ~ = 0 0 N 0 = <.O <11 0::, u '=-;-1 • <.O ~ g:g ~ I U'J 0::, ...:I .n 0:. 0::, c3 REVISIONS: 03-26-13 03-13-13 03-09-13 02-15-13 01-01-13 11-21-12 07-21-12 11-18-12 10-23-12 11-15-12 11-07-12 PREPARED BY: G.W. ORIG. 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' ' " -B1'11ND SIDEJ<J, TOP OF SLOPE LINE (TYP) 't ·s,~)t-,;;;()>S~)L{Ct~·;..Hi~t}-:.;!Ut5(SC){t":\yr:J-(ils::='.ti·1\ ~ \ '°' ¾,( ru;;i ,-, , ,.---~ -,'·"'" I I~ ro • ~ ·1 r>,--_ ------~-'"0Cc,~t{:c:d;J;?!~):f,}fcr'\tJ~}(}(;'rt:t>~) \ I Ui' W'' .· ,,i-1 \ 1' . ' -p :5 l'{''P' i, ()11 \. . , . · .~f,,FLOl'( IN PIPE TO 220 LF AWAY '' I / '•} ',l,-..l, •l J" "' ' ~-· . ,., ' -• '' ,, ' . ----= ----,, ~ , W~ ~''"["'"-< \ ~ 11 ., --, , •--, c, • ~ .7, • .' ......... r·-~='-'/:·,",cc"'( '';V.·c•,(_.c;( .... ..//''\'-i.() '/7 -...._____ \ I\ " ' '· . C--c;..--,,-C ,,. "''' ·,\,;', '-. 11 ,,, ,., · ( )l"f-, if lt~)'7 \ , C ~ '' 1' '·, " ;,<\~ -(161) '<0,1(}:.:tu:c;;;,V "' \ 164. / -~lP'"~1iTof' .. :::Kiri_____________________ ... , ' .... " 11.:.:r' --,r -----------·-_, ·--·· ------\ \ .,.,.·,c-.; ,,._~ ~ STORM DRAIN MANHOLE (BENCHMARK ELEV = 156,07') \,:..;','),/, ... __ \ "" -,1·"' jlf~, .... , ----' \ -~ '·'" s-"' (159, ,, c7'::;., -,,, -_ ~~~~'F/1i'i ,_;,~ c~fO(S ft r· lro(1 ',· r,,--. , 1 'l-....... ........._1c;1: \). --~---(16~--<J'~"IF?,_.,~~-·c;ft<:<:,, ... . . . ....,. 1,5.8 'i, .. -..,.,-""-'-" · r., ' -,-. ·,-;· ' ,_>:.,) \;) 1 ' ) J.Jl.'~\F"" ' ' ' ~ ~~~lltf 'k'H" Cr, NO GRADING OJOALtRT ~+c+s.f", ~ ~m""' YOU Ckl TOLL FREE 1-800-227-2600 A PUSLIC SERVICE BY UN:leftaROUND SERVICE ALERT WESTERN PAYERS DESIGN CONTRACT NOTES: . ~~'t'!N7 Ci! lJ:--i L 1p. :':;,::,orch ~) o t r-1rnr1· L .. ,I .. _ ~-, ,,_, ' '-,} ,-) EXISTING GRADES TO REMAIN THE FOLLOWING NOTES ARE EXCERPTS FROM THE DESIGN CONTRACT AND ARE NOT EX: IAUSTIVE. OWNER'S RESPONSIBILIJY: OWNER IS RESPONSIBLE FDR OBTAINING AND PAYING ALL BUILDING PERMITS, PAYING ASSESSMENTS AND CHARGES REQUIRED BY PUBLIC BODIES AND UTILITIES, WATER HOOK-UP CHARGES AND THE LIKE. PlANS AND SPECIFICATIONS: ALL PLANS ARE CONCEPTUAL DIAGRAMMATIC ONLY. THE INTENT IS TO PORTRAY LANDSC.ei,PE AND HARDSCAPE INFORMATION ONLY. THESE PLANS DO NOT PROVIDE DETAILED SOLUTIONS TO ALL LANDSCAPE AND HARDSCAPE RELATED PROBLEMS. MINOR ADJUSTMENTS IN LAYOUT OR FINISH ELEVATIONS MAY TAKE PLACE DUE TO PROPERTY CONDITIONS OR AT THE DISCRETION OF THE OWNER. COPYRIGHT: ALL ORIGINAL DESIGNS, DRAWINGS, SPECIFICATIONS, PHOTOGRAPHS AND WRITTEN MATERIAL REMAIN THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR RESERVES THE RIGHT TO USE ANY SUCH MATERIAL FOR PROMOTIONAL PURPOSE OR FOR ANY OTHER PURPOSES. ANY ATTEMPT TO REPRODUCE OR USE THIS INFORMATION WITHOUT THE EXPRESS PERMISSION OF CONTRACTOR IS PROHIBITED. EXISTING LOT HAS ALREADY BEEN GRADED. DESIGN INTENT: ALL SURFACE DRAINAGE TO BE AWAY FROM ALL FOOTINGS, FOUNDATIONS AND BUILDING WALLS AT MINIMUM OF 1-2%, CROSS SLOPE WALKS AND PAVING 1-2% MINIMUM, UNLESS OTHERWISE NOTED, DESIGN CALCULATION: APPROXIMATELY 180 CU YD OF EXISTING SOIL WILL BE EXCAVATED ALONG THE NORTH SLOPE TO BUILD RETAINING WALL, THIS EXCESS son, WILL BE PROPERLY REMOVED FROM Sl'l'E AND DUMPED, NOTE: VERIFY DRAINAGE WITH CONTRACTOR IN FIELD PRIOR TO COMMENCING ANY WORK, CONTRACTOR SHALL FINE GRADE AND PROVIDE DRAINAGE IN COMPLIANCE WITH HOA AND CITY GUIDELINES. THIS IS NOT A CIVIL ENGINEERING PLAN, LANDSCAPE DRAINAGE PLAN SCALE: 1/8" = 1' SYMBOL ® (i) Cf) @ NOT SHOWN ···-···-···-· -;;J FFE GFE FS TW TF HPS LPS HP -(165)- ---165-- --• --•-- DESCRIPTION 3" DIA NDS BRASS DECK DRAIN 3" DIA NDS PLASTIC ATRIUM DRAIN 6" FLAT LAWN DRAIN FLUSH WITH SURFACE POP--UP DRAIN OUTLET NDS DOWNSPOUT CONNECTION 3" DIA HOPE DRAIN LINE DIRECTION OF SURFACE WATER FLOW ( 1-2% MIN) FINISH FLOOR ELEVATION GARAGE FINISH FLOOR ELEVATION FINISH SURFACE ELEVATION TOP OF WALL ELEVATION TOP OF FOOTING ELEVATION HIGH POINT OF SWALE LOW POINT OF SWALE HIGH POINT EXISTING CONTOURS PROPOSED CONTOURS DRIVEWAY SWALE STEPS -lf-lf-lf-lf-lr-EXISTING PERIMETER FENCE TO REMAIN ---111--111---TOP OF SLOPE . ·1 ) ,, ' "' )U.U / '-----01t i CJ dHi.\T': n[) r n 8 4 0~~~~~~~~~~8 16 1/8" = 1' SCALE: 24 II "' I ~ ~ NORTH p. z ~ ~ "' = Ol .., I :II .., 0 Ol @ .. ~ t:: E- E-J;,i:1 J;,i:1 = er., E-u J;,i:1 -.. 0 i:,:::; i:,.. e: ~ "' 0 -A N o,, "" -"-• 0::, -i:,;:i < I ~~ u ~ "" ""' c-A E-~ r--Z-z ~ :::::io..-... -w ...... o "' ..,, 0 ""' u 0::, "" C'? 0, --"' ""' - z J:';z;:l ::S ~ 0... u J:';z;:l r.rJ ;::,!, A <I'.! zz ;:§ ~ i:z::I u z i:z::I A ...... CZl i:z::I p;:; p;:; i:z::I ~ ~ CZl i:z::I 0... 0 .....:l p:::: .A ~= e::;8 p::;N A o:, <ti< ~~ <~ u-:, ~ ~ i::,:; I:'-< u = i:o co N I i:o ,:,-:, ,:,-:, I co l(';) co REVISIONS: 04-05-13 03-26-13 03-13-13 03-09-13 02-15-13 01-01-13 11-21-12 07-21-12 11-16-12 10-23-12 11-15-12 11-07-12 PREPARED BY: G.W. ORIG, DATE 07-09-12 SCALE AS SHOWN L5 SHEET 5 OF 6 1,, ?(j' •~, "k f'; 11, ••, "" ,, io, ,, ef,, ~-J k.' : ; ,, lin : i l U: er, ~f( rs l ;· ul, rH' b·,, I r···1 ~ '--' C n ,·-.. I ,-, r, [ ... ,_ 1 i "-• 1 i r·· · --··· ············.,__ -., ___ ) .. ,.. ·-·-\"· \,_ \ \ \ \ ~ ., ., · .. · , ,,. * •.· ~· , l>~';c,(3'!/'(:')'I ··\C)L"-:·, ,-.,, .. \:• ~'itJ» •,;r77~··~·"···"-"~''··"· ''' ' ''' .. ,,,, '... ;,,,, ,,,, ··1 -VJ ---~\..-L'j"JL.c .. c.. . . ,_ .. ,,.. .. " .. ,j, ,,..... . , . .• · \ I ''· '· T" / 'DU . ·, BM -:% TJ 'TJ ¥,,L,L'.,l, / /~~ .. ,~~·· ~-,.._, .... ,7t ... ...,s,~ \\ \ \ \\ \ \._\'\_ 47i LM ~LM ,;...,,,--,-,-'~~·-,, ' ., "'~:....-__,,,,, t ' . ·, ., -· """ , 7 .. 1,,,_., ---J ' J-~ --- ' ~~ -\_~-3::-:-_-:-:_::::::-.:y::~:.T,l(~:--·---···-----::-:-.· . .,-·\··-·-----\ ):l·--··--------··11 ~~ ' \/ I@' I -, ·•,21.R~CT \ ~/ 1h\ii, ,, .\ , -/.'/' (2 "/ \I 0-~~\IL c-'"''~,$,'"ZCV/ ' J> ,c, (I'.' ():J >ti-. i': c,~·.\1 \; t' + CP ~////)., .~. V t.,_,, CG W"A ,,.,,{ CP ~#,M'~~ '>'-f, cw CG CG CG ~-----· -r-----,r-;.- CP I\Dl\1) LIBRARY/STUD}'. CG _., ,>> -7-·· ---7":: -·--·R_.,. PLANT LEGEND NOTE: CONTRACTOR TO MAKE THEIR OWN PLANT COUNT. SYMBOL BOTANICAL NAME / COMMON NAME QUANTITY ' JM LN OE PR PC SM SN F1 F2 F3 F4 STREET TREE: JACARANDA MIMOSIFOLIA / JACARANDA ACCENT TREES/ PALMS: LAURUS NOBILlS/ BAY LAUREL OLEA EUROPAEA VAR. / FRUITLESS OLIVE VARIETY PHOENIX ROEBELLENII / PIGMY DATE PALM PRUNUS CERASIFERA / PURPLE LEAF PLUM SCHINUS MOLLE / CALIFORNIA PEPPER STRELITZIA NICHOLAE / GIANT BIRD OF PARADISE FRUIT TREES: CITRUS 'NAVEL'/ SEMI-DWAFT NAVEL ORANGE CITRUS 'VALENCIA'/ SEMI-DWARF VALENCIA ORANGE FICUS CARICA VARIETY/ EDIBLE FIG TREE CITRUS/ DWARF MEYER LEMON TREE LANDSCAPE PLANTING PLAN SCALE: 1/8,. = 1' 1 4 1 1 2 1 4 1 1 1 1 HOWO Q.QBBiQQB. --;;. ·---===-~ "' Al ~ ~ , SIZE 48" BOX 15 GAL 15 GAL 15 GAL 15 GAL 15 GAL 15 GAL 15 GAL 15 GAL 15 GAL 15 GAL CI..HPF.T GREAT ROOM (OPEN 10 AWIEY ', ' SYMBOL BJ CG cw CP CR LM LS BM LP PT PV RS RI RO TJ BV cc / --,~____.------1 ···-, •.. ----· 1----i··"-"~ '"' I, ;;i:i11F\~.:r " miwo ;1-CAfLi,.@AG~ 111.E ~l,l-~ff:!'.I :E ) ® / ·•t>=:f.i .-·I· - / ! '"' ,..---/_1 ...... , ',, / ' ":::,\'•' / ll-'> / ·-- ,~RI r RI ~ 110\"i~ UVING ,--R 'illl '1~ RI ' ·-, .• "'-. ~I , ' '• 11· I.,,. --········· . () (.; ) ·-·--·--- SHRUBS BUXUS JAPONICA / JAPANESE BOXWOOD CEANOTHUS GRISEUS 'HORIZONTALIS' / CARMEL CREEPER CISTUS X HYBRIDUS/ WHITE ROCKROSE CISTUS X PURPUREUS/ ORCHID ROCKROSE CYCAS REVOLUTA / SAGO PALM LANTANA VAR. / LANTANA VARIETIES LAVANDULA STOECHAS/ SPANISH LAVENDER LAVATERA BICOLOR / BUSH MALLOW LIMONIUM PEREZII / STATICE PHORMIUM TENAX VAR. / NEW ZEALAND FLAX VARIETIES PITTOSPORUM T. 'VARIEGATA' / VARIEGATED PITTOSPORUM RHAPHIOLEPIS INDICA 'SPRINGTIME' / INDIA HAWTHORNE ROSA 'ICEBERG'/ WHITE ICEBERG ROSE ROSA FLORIBUNDA VARIETIES/ ROSE VARIETIES TRACHELOSPERMUM JASMINOIDES / STAR JASMINE VINES BOUGAINVILLEA VARIETIES / BOUGAINVILLEA VARIETIES CLYTOSTOMA CALLESTEGIOIDES / VIOLET TRUMPET VINE / .,/ "-. ,, , I' ,, /·\ "\ . .J .. , 'I ''" , ", ::) r.--_ t) /\ \..._, r -, QUANTITY 23 SIZE 1 GAL 1 GAL 1 GAL 1 GAL 5 GAL 1 GAL 1 GAL 5 GAL 1 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 1 GAL 13 6 9 3 27 28 6 9 3 9 5 11 12 20 5 2 5 GAL 5 GAL -- !!'On \;('.;\!:'./::::':.:ti ! ...... '· 1· .1 ~ .. ·•i! ' . ' ' ' ' I C,·:·1·:')J·'·\ "i ?i~; u y _· \ . . ' \'. .·.·.·.1-'/ i-. . ' ' \ -. \·_· .. · .. ·. r-r·'\ \:-· .. \.·' 'i )/ \ ..... \ -1\l f"i'ii!l I' ,, ·" ' ·: ) \. ··\·c·-r1 -\.· .. ··\•' ' ("\"; ~ I '-, ~ \-:-'. ·-1.·-~---~7 (~}~~ jl,. , .\ . :::_::·:~, ./-' • !• • i' 1.,:1 / , • .1, ~ ·.·.. 5ft .. I· ., ... -,,-. ,--_ ·\ . --·4--·: h ; ,; ;·· . . 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"' ........, ~ 00 ~ i"--A E-~ t-Z-z PLl :=;i O .--. -Cfl~O "" ...,, 0 c,,. u '° >D _., - "° "" = ,-< -" 0 N !5r,J~ liii =~ lili1 lili1 1-1 ...... r,J; lili1 A.i ~ "'"'' ~ illl®W ---• w£",}m.) ~ ill , sl:.<'' ~ ;i,c:c,j 't_; llt\: ,,: '"" "~ ,~xs-ll . ..,,,,,,,,.,, @;mt c.,!, z ,_.,A E-< z z i:::c:l ::S c.,!, o...~ ~~ <i:: uZ ~ ::S z 0-, ::S ~ u z ~ A ...... CZl ~ ~g p::. N 0 A cr,:, W co ~ ~ ~ ~ P=l t:l:l ~ 11-, 0 .....:l <!I <ti N pa; U I ~~~ o:i I ,n CJ) co 0 ~ ,n N P::. CO l'-<ti u REVISIONS: 03-26-13 03-13-13 03-09-13 02-15-13 01-01-13 11-21-12 07-21-12 11-16-12 10-23-12 11-15-12 11-07-12 PREPARED BY: G.W, ORIG. 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LANDSCAPE LIGHTING INTENT: -c_'; -·-··/ LANDSCAPE IJGHTING SHALL BE LOW VOLTAGE AND ACT TO HIGHIJGHT KEY PLANTINGS, WALKWAYS AND GATHERING AREAS. IJGHTING SHALL NOT BE DIRECTED TOWARD COMMON AREAS NOR NEIGHBORING LOTS IN AN OBTRUSIVE MANNER. DJOJ\Lf;RT TVV.1¥+7~ ~ '+'++¼+~ YOU CIO TOLL FREE 1--800-227-2600 A PUBLIC SER'IICE BY \KlERQROUND SERVICE ALE!IT WESTERN PAYERS DESIGN CONTRACT NOTES: NOTE: MAXIMUM FRONT YARD IJGHTING ALLOWED = 1500 WATTS MAXIMUM REAR YARD IJGHTING ALLOWED = 500 WATTS THE FOLLOWING NOTES ARE EXCERPTS FROM THE DESIGN CONTRACT AND ARE NOT EXHAUSTIVE. OWNER'S RESPONSIBILITY: OWNER IS RESPONSIBLE FOR OBTAINING AND PAYING ALL BUILDING PERMITS, PAYING ASSESSMENTS AND CHARGES REQUlRED BY PUBLIC BODIES AND UTILITIES, WATER HOOK-UP CHARGES AND THE LIKE. PLANS AND SPECIFICATIONS: ALL PLANS ARE CONCEPTUAL DIAGRAMMATIC ONLY. THE INTENT IS TO PORTRAY LANDSCAPE AND HARDSCAPE INFORMATION ONLY. THESE PLANS DO NOT PROVIDE DETAILED SOLUTIONS TO ALL LANDSCAPE AND HARDSCAPE RELATED PROBLEMS. MINOR ADJUSTMENTS IN LAYOUT OR FINISH ELEVATIONS MAY TAKE PLACE DUE TO PROPERTY CONDITIONS OR AT THE DISCRETION OF THE OWNER, COPYRIGHT: ALL ORIGINAL DESIGNS, DRAWINGS, SPECIFICATIONS, PHOTOGRAPHS AND WRITTEN MATERIAL REMAIN THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR RESERVES THE RIGHT TO USE ANY SUCH MATERIAL FOR PROMOTIONAL PURPOSE OR FOR ANY OTHER PURPOSES. ANY ATTEMPT TO REPRODUCE OR USE THIS INFORMATION WITHOUT THE EXPRESS PERMISSION OF CONTRACTOR IS PROHIBITED, LIGHTING LEGEND SYMBOL ~ ® ® © iil LANDSCAPE SCALE: 1/6" = 1· DESCRIPTION: LAMPS PLUS LIGHT #37678: CASA MARSEILLE 21-1/2" HIGH BLACK OUTDOOR WALL MOUNT OR EQ. LAMPS PLUS PATH LIGHT #T8387: TEXTURED BLACK LED CARRIAGE LANDSCAPE LIGHT WITH HOOK KICHLER UP-LIGHT LED #15733 AZT ADJUST TO TREE LOCATIONS KICHLER STEP LIGHT LED FLAT UNDERCAP LIGHT # 15745 AZT FOR STEPS & WALLS AS SHOWN 300W LOW VOLTAGE LIGHTING TRANSFORMER KICHLER PRO SERIES 15PR300SS. PLUG INTO EXISTING OUTLET. ATTACH TO WALL. 12-2 LOW VOLTAGE LIGHTING WIRE, SHOWN DIAGRAMATICALLY (TYP) LIGHTING PLAN QUANTITY: 4 FRONT, 10 REAR 1 FRONT, 2 REAR 3 FRONT, 0 REAR 1 FRONT, 5 REAR 1 BULB & WATTS 48 WATT BULB EACH MAX 110V HOUSE VOLTAGE 1.5 WATTS EACH (LED) 12V LOW VOLTAGE 4,5 WATTS EACH (LED) 12V LOW VOLTAGE 3 WATTS EACH (LED} 12V LOW VOLTAGE 300 WATTS FOR LOW VOLTAGE B 4 0 ~ TOTAL WATTS: 192W FRONT, 480W REAR 1.5W FRONT, 3W REAR 13.5W FRONT, 0 REAR 3W FRONT, 15W REAR TOTAL= 207W FRONT TOTAL= 498W REAR B 16 24 !iii I ! SCALE: 1/8"' = 1' II NORTH t/J I>: ~ p, ~ t/J ~ ,:, '" I " '" 0 " I I @ .. ~ E-< ..... E-< E-< ~ ~ ::,:: if.J E- A.I~ ~ .-1 S3 ~ -e.tl ro ,:n w I ~ "" O> ,_ • 1'-~ -z r-- -:::, 0 ~mi-:,,.-... c... <O 0 w"' "" '° "" -" - 0, ""' -T'i I' 0 ;i!!:r,j~ --~ liiliil liiliil ...J == :r1. ~ IM\Wil z ~::a 0.... 0.... -<d u c:.., r.n z ~ -3~ i:::.::l u z i:::.::l A ...... u::i i:::.::l ~ ~ ~ ~ 00 i:::.::l i:i.. 0 ....:l ~ i:=i ~ 0, 0 0 C\1 0, i:Z cJ ;:$ • ~~ >!':> ~ 0~ ~ cJ 0 '° c:o N I '° i;,-:, i;,-:, I c:o >!':> c:o REVISIONS: 03-26-13 03-13-13 03-09-13 02-15-13 01-01-13 11-21-12 07-21-12 11-16-12 10-23-12 11-15-12 11-07-12 PREPARED BY: G.W. ORIG. 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'.J /.'JJ __ , \ IRRIGATIQ1 SYMBOL LLLLL LLLLL -;_,.,, ,' -,,__ __ _ .. ' I, (.!n DESCRIPTION: LAWN SPRAY SYSTEM / _______ c' / ' i . ' . i· ·--~--,, .2·:.. ... ( ': .. \ . \_:-c_, :\ . -::.:.! ) ( . .: l -\· .,, ... , .. -' ·\· -·'¥"---lbi.. ni--, ·1.5(t, ·: .. :-! o?<·----~ I .\ .. ,. ... , ,.,.J. ·i·. 1 /0/ .. 0::--. \ ·1· (',.-•-··· . r .. \ ,.-, " . -\ \ i • \ • , I i · ''· .\ . . ·\ ---. .\ , \ , . l .\. ' ·\ ,i' . ·\ ' ·\· -\ \ \ \ 'i \ ;, • I ·\· ·\ • I () r····, ___ , . . ' \ . \ ·1 I -, '"> \ . ' . ,.J , .. . ·.·\ ··1 f:.() p··' ' '•' , ... I \ ·1·· , • I , • \ (, '. ' "\ . ·1 ' . \ ' ' . '.\ _\. I "' . ·1 ~ ';P- d ~ ~ •, -i•\-:,., '\s'.· . . -t;:1 ;_,l) . ' ti::., . -~ ··:1· ·: ---; ~ EDrc,·J ·. · .. -··:>.f d\ JJ&-<.,,----,,v, .. -\ \· '\ -----i. ' \ ... ~. 11 ... , \". _·\ /:.:-"}~)-·, 1 . ·,1 '. , '-\ " , •..• J ' I T(" " TOLL FREE 1--800-227-2600 IRRIGATION INTENT: SLOPE DRIP SYSTEMS (NETAFIM TYPE) A PUBUC SERVICE BY UNOEROROUND SERVICE ALERT WESTERN PAYERS DESIGN CONTRACT NOTES: THE FOLLOWING NOTES ARE EXCERPTS FROM THE DESIGN CONTRACT AND ARE NOT EXHAUSTIVE. OWNER'S RESPONSIBilJTY; OWNER IS RESPONSIBLE FOR OBTAINING AND PAYING ALL BUILDING PERMITS, PAYING ASSESSMENTS AND CHARGES REQUIRED BY PUBLIC BODIES AND UTILITIES, WATER HOOK-UP CHARGES AND THE LIKE. PLANS AND SPECIFICATIONS: ALL PLANS ARE CONCEPTUAL DIAGRAMMATIC ONLY. THE INTENT IS TO PORTRAY LANDSCAPE AND HARDSCAPE INFORMATION ONLY, THESE PLANS DO NOT PROVIDE DETAILED SOLUTIONS TO ALL LANDSCAPE AND HARDSCAPE RELATED PROBLEMS. MINOR ADJUSTMENTS IN LAYOUT OR FINISH ELEVATIONS MAY TAKE PLACE DUE TO PROPERTY CONDITIONS OR AT THE DISCRETION OF THE OWNER. COPYRIGHT; ALL ORIGINAL DESIGNS, DRAWINGS, SPECIFICATIONS, PHOTOGRAPHS AND WRITTEN MATERIAL REMAIN THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR RESERVES THE RIGHT TO USE ANY SUCH MATERIAL FOR PROMOTIONAL PURPOSE OR FOR ANY OTHER PURPOSES. ANY ATTEMPT TO REPRODUCE OR USE THIS INFORMATION WITHOUT THE EXPRESS PERMISSION OF CONTRACTOR !S PROIIIEITED. PROVIDE AUTOMATICALLY CONTROLLED IRRIGATION SYSTEMS FOR ALL NEW PLANTINGS AND LANDSCAPE ON-SITE IN COMPLIANCE WITH CITY GUIDELINES. TIE VALVES BACK INTO TIMER CONTROLLER. NOTE: NO BACKFLOW PREVENTION DEVICE IS PROPOSED ON THIS PROJECT FOR IRRIGATION SO LONG AS ABOVE-GROUND AUTOMATICALLY-CONTROLLED ATMOSPHERIC VACUUM BREAKER IRRIGATION VALVES ARE USED AS INTENDED FOR THIS PROJECT. IF CITY REQUIRES A BACKFLOW DEVICE, COORDINATE LOCATION AND SIZE WITH GENERAL CONTRACTOR. IRRIGATION HYDROZONE PLAN SCALE: 1/8" 1' DRIP SYSTEMS (NETAFIM TYPE) 8 4 0 ~ 8 I 16 I 24 I II SCALE: 1;a·· = 1· NORTH rn ii; ~ p. ! ~ " ... I "' ... 0 "' @ •• ~ E-< ..... E-< E-< i;.:i i;.:i ::i:: UJ E-< u i;.:i -., 0 i:,::; p.. ~ ""' "' 0 "' 0 - "'' 0, = -oi... .. 0:, -~..-e:ri, = ~ u O;, (fJ i:::,::i Z."-A E-~ r--z -z ~ ~0-----~ rz, ~ 0 -..,, 0 "-u 0:, ,n ,,., "" -..,., "4 - z z~ 0 -i::c:l E--< z <o ~N ~o ~~ -~ :;-::c:: ~ u z ~ ~ -CIJ ~ 2: g ~ C\l 0 i:::i 0, ~ o:::; o:::; ~ :::.::::: < i:Q UJ = < < C\l ~WI ~ -~ < :;a ~ r::i:i1 '° u:, = 0 i--,Cl l1':) ~ :;j = u ~ 11.. 0 ,_;i REVISIONS: 03-26-13 03-13-13 03-09-13 02-15-13 01-01-13 11-21-12 07-21-12 11-16-12 10-23-12 11-15-12 11-07-12 PREPARED BY: G.W. ORIG. DATE 07-09-12 SCALE AS SHOWN LS SHEET B OF B '1 )fl· f)_,., 'N ,. ' " ,1 ·,. R;: 'k; r,'. ); .. i'! e ,\(' \1 'j J I' fl) fa 11~ I~ ifll FLOOR PLAN REFERENCE NOTES OJ 0 0 8J [I] [I] 0 [I] 0 ~ li:i] 53] @] ~ @I Q] [i] ~ ~ ~ [,] ~ § KOHLER ELONGATED TOILET AND MATCHING SEAT COVER. DROP IN KOHLER PORCELAIN SINK WITH FAUCET. KOHLER HEAVY DUTY LAUNDRY SINK AND FAUCET. KOHLER DOUBLE COMPARTMENT KITCHEN SINK AND FAUCET. HARDWOOD CUSTOM BATH CABINET WITH SLAB GRANITE TOP WITH BULLNOSE EDGE AND INTEGRAL COVE BACKSPLASH. SEAL ALL SURFACES AND JOINTS. COMPLY WITH CABINET NOTES. PROVIDE ALL EUROPEAN HINGES AND CUSTOM PULLS TO BE APPROVED BY OWNER. (36" HIGH BASE CABINETS) PROVIDE LARGE FRAMED DECORATIVE FULL WIDTH MIRROR WITH BEVELED EDGES. SECURE TO WALL FRAMING WITH HEAVY DUTY METAL FASTENERS TOP AND BOTTOM. MIRROR SHALL BE APPROVED BY OWNER. CONTRACTOR SHALL COORDINATE LOCATIONS AND SIZES OF ALL BUILT-INS, CABINETS AND ACCESSORIES WITH CABINET DESIGN AND CONSTRUCTION. COMPLY WITH CABINET DRAWINGS AND SPECIFICATIONS PROVIDED BY OTHERS. COORDINATE WITH INTERIOR DESIGN SKETCHES PROVIDED BY OTHERS. CUSTOM BUILT-IN "ARCH" PER ARCH DET,t,JL IN THIS PLAN SET, TYPICAL HARDWOOD CUSTOM UTILITY CABINET wm: SLAB GRANITE TOP, BULLNOSE EDGE AND INTEGRAL COVE BACKSPLASH. SEAL ALL SURFACES AND JOINTS. COMPLY WITH CABINET NOTES THIS SHEET. PROVIDE ALL EUROPEAN HINGES AND CUSTOM PULLS TO BE APPROVED BY OWNER. PROVIDE PULL-OUT SHELVES ALL SHELVES. (36" HIGH BASE CABINETS WITH 42" TALL UPPER CABINETS WITH CROWN) CONTRACTOR SHALL COORDINATE LOCATIONS AND SIZES OF ALL BUILT-INS, CABINETS, APPLIANCES AND ACCESSORIES WITH CABINET DESIGN AND CONSTRUCTION. COMPLY WITH CABINET DRAWINGS AND SPECIFICATIONS PROVIDED BY OTHERS. COORDINATE WITH INTERIOR DESIGN SKETCHES PROVIDED BY OTHERS. FRAMED WOOD STAIRS WITH (18) EQUAL RISERS OF APPROX. 7 1/2" HEIGHT, & EQUAL FRAMED WOOD TREADS OF APPROX. 11" LENGTH. VERIFY DIMENSIONS, COMPLY WITH ALL SPECIAL STAIR & HANDRAIL NOTES SHEET GN-3, AND COMPLY WITH 21/A-8, 22/A-8, 23/A-8, 24/A-8, AND SHEET LJ-1. COMPLY WITH MINIMUM HEADROOM DETAIL IN THIS PLAN SET. KOHLER VEGGIE SINK AND FAUCET. PREFABRICATED PORCELAIN ENAMEL CAST IRON TUB/SHOWER WITH TRAVERTINE SURROUND OVER 7 /8" fHICK FLOATED LEVEL MORTAR BASE OVER EXPANDED METAL LATH OVER TWO LAYERS HOT MOPPED MODIFIED BITUMEN WATERPROOFING SYSTEM. SEAL ALL JOINTS AND EDGES. TRAVERTINE TILE SHALL EXTEND UP TO INCLUDE ALL WALL AND WINDOW SILL/JAMB SURFACES. COORDINATE TILE AND WATERPROOFING WITH FRAMING SYSTEM PER STRUCTURAL DRAWl~IGS. PROVIDE TEMPERED GLASS SHOWER DOOR TO BE APPROVED BY OWNER. NOT USED. NOT USED. CUSTOM (W.I.C. CUSTOM GRADE) LINEN CABINET WITH STAINED HARDWOOD PANEL DOORS AND BUILT-IN ADJUSTABLE TRUE WOOD VENEER SHELVES AT APPROX. 18" O.C •. LINEN CABINET MATERIALS AND STYLE AND FINISH SHALL BE APPROVED BY OWNER. PROVIDE LINEN CABINETS WITH PULL-OUT SHELVES. CONTRACTOR SHALL COORDINATE LOCATIONS AND SIZES OF ALL BUILT-INS, CABINETS AND ACCESSORIES WITH CABINET DESIGN AND CONSTRUCTION. COMPLY WITH CABINET DRAWINGS AND SPECIFICATIONS PROVIDED BY OTHERS. COORDINATE WITH INTERIOR DESIGN SKETCHES PROVIDED BY OTHERS. BUILT-IN CLOSET ORGANIZER SYSTEM. FIELD MEASURE ACTUAL CONDITIONS AND SHALL SUBMIT SHOP DRAWINGS OF PROPOSED CABINET CONFIGURATIONS, MATERIALS, COLORS AND STYLES TO THE OWNER FOR APPROVAL. ALL CABINETS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR SHALL COORDINATE LOCATIONS AND SIZES OF ALL BUILT -INS, CABINETS AND ACCESSORIES WITH CABINET DESIGN AND CONSTRUCTION. COMPLY WITH CABINET DRAWINGS AND SPECIFICATIONS PROVIDED BY OTHERS. COORDINATE WITH INTERIOR DESIGN SKETCHES PROVIDED BY OTHERS. PAINTED UPPER SHELF WITH STAINED POLE. HARDWOOD CUSTOM KITCHEN CABINET WITH SLAB GRANITE TOP, BULLNOSE EDGE AND INTEGRAL COVE BACKSPLASH. SEAL ALL SURFACES AND JOINTS. COMPLY WITH CABINET NOTES THIS SHEET. PROVIDE ALL EUROPEAN HINGES AND CUSTOM PULLS TO BE APPROVED BY OWNER. PROVIDE PULL-OUT SHELVES ALL SHELVES. (36" HIGH BASE CABINETS WITH 48" TALL UPPER CABINETS WITH CROWN) NOTE: SOFFIT DOWN CEILING ABOVE UPPER CABINETS SO THAT TOP OF CABINETS MEET BOTTOM OF CEILING SOFFIT. CONTRACTOR SHALL COORDINATE LOCATIONS AND SIZES OF ALL BUILT-INS, CABINETS, APPLIANCES AND ACCESSORIES WITH CABINET DESIGN AND CONSTRUCTION. COMPLY WITH CABINET DRAWINGS AND SPECIFICATIONS PROVIDED BY OTHERS. COORDINATE WITH INTERIOR DESIGN SKETCHES PROVIDED BY OTHERS. APPROVED VENT PIPE TO ACCOMMODATE FRAMING FROM APPLIANCE BELOW. SIZE VENT PER CODES AND PER APPLIANCE MANUFACTURER'S RECOMMENDATIONS. INSTALL APPROVED DBL WALL METAL VENT UP THROUGH ROOF WITH ROOF PENETRATION FLASHING SET IN MASTIC FOR WATERTIGHT SEAL. PROVIDE APPROVED VENT CAP. INSTALL WASHER & DRYER PER CODES. PROVIDE MIN. 4" VENT THROUGH WALL WITH WALL PENETRATION FLASHING AND VENT CAP WITH BACKDRAFT DAMPER. DRYER VENT SHALL TERMINATE MINIMUM 3' FROM ANY OPENING INTO THE HOUSE. VENT SHALL HAVE MAXIMUM TWO 90 DEGREE ELBOWS. ALL DUCTWORK SHALL BE SMOOTH RIGID METAL WITHOUT SCREWS. PROVIDE NEW 400A METER ,t,JND PANEL PER CODES. SEE SCHEMATIC PLANS. PROVIDE PANEL AND BREAKERS FOR ALL EXISTING AND ADDITION POWER REQUIREMENTS. COORDINATE ALL ELECTRICAL WORK WITH SDG&E. LOCATE SUB-PANELS PER CODE. INSTALL NEW HANDRAIL, STAIR RAIL AND GUARDRAIL PER 21/A-8, 22/A-8, 23/A-8 AND 24/A-8 AND PER NOTES SHEET GN-3. SEE SHEET LJ-1. PROVIDE STAIRS WITH L.J. SMITH WROUGHT IRON HANDRAIL AND GUARDRAIL SYSTEM (AVAILABLE AT MISSION MOLDING). PROVIDE POWDER COATED WROUGHT IRON HANDRAIL SECURED TO STAIR WALLS AND WROUGHT IRON BALUSTERS AND WROUGHT IRON PICKETS. SECURE GUARDRAILS WITH HEAVY DUTY BRACKETS. PROVIDE 2x6 FLAT BACKER BLOCKING IN WALL FRAMING TO RECEIVE BRACKET FASTENERS. FINISH ALL TREADS AND RISERS WITH SLIP RESISTANT TRAVERTINE TO BE APPROVED BY OWNER OVER BACKER BOARD. PROIVDE WROUGHT IRON GUARDRAIL SUPPORT POSTS PER 18/A-8 AT MAX. 5'-0" O.C .• 22" x 34" ATTIC ACCESS ABOVE. ATTIC ACCESS SHALL BE LARGE ENOUGH TO ACCOMMODATE FURNACE PER PLAN, VERIFY AND COORDINATE WITH FRAMING. CONTRACTOR SHALL LOCATE ACCESS SO THAT MINIMUM 30" VERTICAL CLEARANCE AND CLEAR PATH FROM ATTIC ACCESS TO FURNACE UNIT IS PROVIDED PER CODES. NOTE: PROVIDE ATTIC ACCESS TO EACH SEPARATED ATTIC AREA GREATER THAN 30 SQ.FT. PROVIDE MIN. 22" x 30" ATTIC ACCESS WHERE INDICATED, AND ADDITIONAL ATTIC ACCESS PANELS AS NEEDED TO COMPLY WITH CODES AND ACCESS REQUIREMENTS. SLIP RESISTANT EXTERIOR PORCELAIN TILE OVER "MERKOTE" BFP BUILT-UP WATERPROOFING SYSTEM (SPECIFICALLY ENGINEERED FOR DIRECT INSTALLATION OF EXTERIOR TILE) OVER 1/2" THICK CEMENT/FIBERGLASS "WONDERBOARD" OVER CONTINUOUS WESTCOAT ALX WATERPROOFING SYSTEM OVER DECK SHEATHING OVER DECK JOISTS PER PLAN SLOPED TO PROVIDE 1 / 4" PER FOOT SLOPE TD DRAIN. ALL DECK WATERPROOFING SHALL BE FLASHED AT ALL EDGES AND TERMINATIONS PER WATERPROOFING MANUFACTURER'S RECOMMENDATION, SMACNA RECOMMENDATIONS, & DECK DETAILS. SEAL ALL TILE GROUT. NOTE THAT CONTRACTOR SHALL COORDINATE ALL DECK AND WATERPROOFING WORK AND SHALL PROVIDE THE OWNER WITH A MINIMUM 15 YEAR MATERIAL & LABOR WARRANTEE AGAINST ALL DECK AND ROOF DECK LEAKS. COMPLY WITH DETAILS 25/A-8, 26/A-B, AND 2/A-9 WHERE APPLICABLE. COMPLY WITH ALL REQUIREMENTS OF SHEET DC-1. GAS FURNACE PER SCHEMATIC PLANS WITH APPROVED DIRECT VENT UP THROUGH ROOF WITH ROOF PENETRATION FLASHING SET IN MASTIC TO PROVIDE A WATERTIGHT SEAL. PROVIDE APPROVED VENT CAP. SEE SCHEMATIC PLAN. CONTRACTOR SHALL LOCATE FURNACE SO THAT MINIMUM 30" VERTICAL CLEARANCE AND CLEAR PATH FROM ATTIC ACCESS TO FURNACE UNIT IS PROVIDED PER CODES. COORDINATE WITH TRUSS FABRICATION. ALL VENTS SHALL MAINTAIN MINIMUM CLEARANCES FROM ROOF DECKS ABOVE PER CODES. CONTRACTOR SHALL VERIFY CLEARANCE REQUIREMENTS AND VENT RUNS PRIOR TO ORDERING MATERIALS. ROUTE VENT INTO ADJACENT CHIMNEY PER CODES WHERE POSSIBLE. STAIR DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375 INCH IN ANY FLIGHT OF STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE 12-INCH WALK LINE WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 0.375 INCH MEASURED AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE PER SECTION 1009.3.2. ~ ~ ~ l3Zl ~ ~ ~ ~ @31 ~ ~ ~ ~ @I] ~ ~ ~ @i] §I §] ~ INSTANT GAS WATER HEATER PER SCHEMATIC PLANS. SECURE TO FRAMING PER ALL CODES AND MANUFACTURER'S RECOMMENDATIONS. INSTALL APPROVED DBL WALL VENT UP THROUGH ROOF WITH ROOF PENETRATION FLASHING SET IN MASTIC FOR WATERTIGHT SEAL. PROVIDE APPROVED VENT CAP. INSULATE ALL HOT WATER PIPES WITH PIPE INSULATION. ROUTE VENT INTO ADJACENT CHIMNEY PER CODES. HARDWOOD CUSTOM WETBAR CABINET WITH "SLAB GRANITE" TOP WITH BULLNOSE EDGE AND INTEGRAL COVE BACKSPLASH. SEAL ALL JOINTS. COMPLY WITH CABINET NOTES. PROVIDE ALL EUROPEAN HINGES AND CUSTOM PULLS TO BE APPROVED BY OWNER. PROVIDE PULL-OUT SHELVES ALL SHELVES, TYPICAL. (36" HIGH BASE CABINETS WITH 36" TALL UPPER CABINETS) WITH CROWN. CONTRACTOR SHALL COORDINATE LOCATIONS AND SIZES OF ALL BUILT-INS, CABINETS AND ACCESSORIES WITH CABINET DESIGN AND CONSTRUCTION. COMPLY WITH CABINET DRAWINGS AND SPECIFICATIONS PROVIDED BY OTHERS. COORDINATE WITH INTERIOR DESIGN SKETCHES PROVIDED BY OTHERS. CUSTOM FABRICATED TRAVERTINE TILE SHOWER PAN AND ENCLOSURE. FINISH PAN AND ENCLOSURE WITH TRAVERTINE TILE OVER 7 /8" THICK FLOATED LEVEL MORTAR BASE OVER EXPANDED METAL LATH OVER TWO LAYERS HOT MOPPED MODIFIED BITUMEN WATERPROOFING SYSTEM. SEAL ALL JOINTS AND EDGES. TRAVERTINE TILE SHALL EXTEND UP TO INCLUDE ALL WALL AND WINDOW SILL/JAMB SURFACES. COORDINATE TILE AND WATERPROOFING WITH FRAMING SYSTEM PER STRUCTURAL DRAWINGS. PROVIDE TEMPERED GLASS SHOWER DOOR TO BE APPROVED BY OWNER. NOT USED. CUSTOM FABRICATED TRAVERTINE TILE SHOWER PAN AND ENCLOSURE. FINISH PAN AND ENCLOSURE WITH TRAVERTINE TIUE OVER 7 /8" THICK FLOATED LEVEL MORTAR BASE OVER EXPANDED METAL LATH OVER TWO LAYERS HOT MOPPED MODIFIED BITUMEN WATERPROOFING SYSTEM. SEAL ALL JOINTS AND EDGES. TRAVERTINE TILE SHALL EXTEND UP TO INCLUDE ALL WALL AND WINDOW SILL/JAMB SURFACES. PROVIDE SHOWER WITH TWO FIXTURES, ONE WALL MOUNTED ADJUSTABLE SHOWER HEAD, AND ONE REMOVABLE HAND HELD SHOWER FIXTURE. LOCATE AS APPROVED BY OWNER. COORDINATE TILE & WATERPROOFING WITH FRAMING SYSTEM PER STRUCTURAL DRAWINGS. PROVIDE TEMPERED GLASS SHOWER DOOR TO BE APPROVED BY OWNER. BUILT-IN CUSTOM ART NICHE TO BE APPROVED BY OWNER. PREFABRICATED "JACUZZI" BRAND OR EQUAL LUXURY TUB ON BUILT-UP WOOD PLATFORM WITH SLAB GRANITE FINISH ALL EXPOSED SURFACES. SEAL ALL JOINTS, SURFACES AND EDGES. (TUB IS JETTED). PROVIDE GRANITE TILE WALL FINISH TO WINDOW SILL, INCLUDING WINDOW WRAP, SILL AND TRIM. ALL GRANITE SHALL MATCH. PROVIDE CONCEALED ACCESS PANEL TO ACCESS JACUZZI PUMP AND UTILITIES. NOT USED. "HEAT-&-GLO" 6000 CLXIPI DIRECT-TOP-VENT 36" WIDE GAS FIREPLACE WITH CERAMIC FIBER CAMPFIRE STYLE LOGS, BRICK REFRACTORY LINING, FIXED GLASS VISION PANEL, AND REMOTE CONTROL, TO BE APPROVED BY OWNER. PROVIDE APPROVED DOUBLE WALL DIRECT-VENT, WALL FLASHING, STORM COLLAR AND PIPE CAP. INSTALL ALL COMPONENTS PER MANUFACTURER'S RECOMMENDATIONS. APPROVAL: SHALL MEET U.L. 3078 ANSIZ21.8B-2000. NOTE: ALSO PROVIDE TUSCAN STYLE HEARTH, LEGS AND MANTEL PER PLAN NOTES THIS SHEET, TO BE APPROVED BY OWNER. COMPLY WITH FIREPLACE NOTES THIS SHEET. (NOT A WOOD BURNING FIREPLACE) APPROVAL # MH28669 "HEARTH & HOME" HE36CLX-S CVP TOP-VENT 36" WIDE GAS FIREPLACE WITH CERAMIC FIBER CAMPFIRE STYLE LOGS, BRICK REFRACTORY LINING, FIXED GLASS VISION PANEL, AND REMOTE CONTROL, TO BE APPROVED BY OWNER. PROVIDE APPROVED 4" CVP 0-CLEARANCE VENT SYSTEM TO OUTSIDE PER ALL CODES AND ALL MANUFACTURER'S RECOMMENDATIONS. INSTALL FIREPLACE AND ALL COMPONENTS PER ALL CODES AND ALL MANUFACTURER'S RECOMMENDATIONS. NOTE: ALSO PROVIDE TUSCAN STYLE HEARTH, LEGS AND M,t,JNTEL PER PLAN NOTES THIS SHEET, TO BE APPROVED BY OWNER. COMPLY WITH FIREPLACE NOTES THIS SHEET. (NOT A WOOD BURNING FIREPLACE) APPROVAL # MH28669 NOT USED. NOT USED. A/C CONDENSING UNIT PER SCHEMATIC PLAN AND SHEET T-24. INSTALL ON CONCRETE PAD PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL MANUFACTURER'S REQUIRED CLEARANCES. (A/C UNIT N.I.C., PLUMB FOR FUTURE.) BUILT-IN ADJUSTABLE PAINTED WOOD SHELVES AT APPROX. 18" O.C. TO BE APPROVED BY OWNER. COMPLY WITH CABINET NOTES THIS SHEET. HARDWOOD CUSTOM ISLAND CABINET WITH SLAB GRANITE TOP. SUPPORT GRANITE OVERHAND WITH DECORATIVE CORBELS AT APPROX. 32" O.C .. SEAL ALL SURFACES AND JOINTS. COMPLY WITH CABINET FLOOR PLAN NOTES. PROVIDE ALL EUROPEAN HINGES & CUSTOM PULLS TO BE APPROVED BY OWNER. (36" HIGH BASE CABINETS) SEE DETAIL 17/A-9. CONTRACTOR SHALL COORDINATE LOCATIONS AND SIZES OF ALL BUILT-INS, CABINETS, APPLIANCES AND ACCESSORIES WITH CABINET DESIGN AND CONSTRUCTION. COMPLY WITH CABINET DRAWINGS AND SPECIFICATIONS PROVIDED BY OTHERS. COORDINATE WITH INTERIOR DESIGN SKETCHES PROVIDED BY OTHERS. NOT USED. CUSTOM BUILT-IN WINE STORAGE TO BE APPROVED BY OWNER. SHOP DRAWINGS OF PROPOSED BUILT-IN WINE STORAGE, MATERIALS, FINISHES, AND CONFIGURATIONS SHALL BE SUBMITTED TO OWNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. NOT USED. PROVIDE TUSCAN STYLE FIREPLACE HEARTH, LEGS AND M,t,JNTEL TO ACCOMMODATE PLAN DIMENSIONS. FIELD VERIFY FRAMING CONDITIONS PRIOR TO ORDERING FIREPLACE SURROUND. SURROUND SHALL BE 2.2 LB DENSITY EPS FOAM SHAPED TUSCAN STYLE FIREPLACE SURROUND MANUFACTURED BY "WNC FOAM SHWES" AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. PREPARE AND FINISH SURROUND WITH MANUFACTURER'S RECOMMENDED ''TUSCAN STONE" FINISH TO BE APPROVED BY OWNER. LINE DRAWINGS OF DESIGN SHALL BE PREPARED BY WNC AND APPROVED BY OWNER IN WRITING PRIOR TO ORDERING SURROUND. SURROUND SHALL BE SIMILAR TO EMBELLISHED WNC FIREPLACE SURROUND #203. "THUNDERBIRD" BRASS DECK DRAIN AND INTEGRAL OVERFLOW DRAIN WITH 3" DRAIN PIPE EXTENDED THROUGH ATTIC SPACE AND DOWN THROUGH WALL FRAMING TO DAYLIGHT INTO STORM DRAIN SYSTEM BY OTHERS. PRESSURE TEST ENTIRE PIPE AND DRAIN SYSTEM PRIOR TO CONCEALING PIPE IN WALL. 22" WIDE PRE-FABRIACTED PULL-DOWN LADDER ATTIC ACCESS ABOVE. ATTIC ACCESS SHALL BE LARGE ENOUGH TO ACCOMMODATE FURNACE PER PLAN, VERIFY AND COORDINATE WITH FRAMING. CONTRACTOR SHALL LOCATE ACCESS SO THAT MINIMUM 30" VERTICAL CLEARANCE AND CLEAR PATH FROM ATTIC ACCESS TO FURNACE UNIT IS PROVIDED PER CODES. ~ N 0 117 t:. 15•~l15" 0 PROVIDE A MINIMUM CLEARANCE OF 24" IN FRONT OF THE TOILET. PROVIDE MINIMUM TOILET CLEARANCE OF 15" FROM THE CENTERLINE ON BOTH SIDES OF THE TOILET. (PROVIDE LARGER CLEARANCES ALL LOCATIONS AS SHOWN Oil PLANS). 1YPICAL MINIMUM TOILET CLEARANCES FINISH NOTES 1. ALL FLOOR FINISHES SHALL BE SELECTED AND APPROVED BY OWNER. ALL FLOOR FINISHES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. NOTE: WHERE THE FLOOR PLAN INDICATES FLOOR FINISH BY THE ROOM NAME PROVIDE NEW FLOOR FINISH FOR THIS ENTIRE ROOM PER ALL FINISH NOTES AND INSTALL FLOORING PER MANUFACTURER'S RECOMMENDATIONS. "HDWD" = PRE-FINISHED CLEAR MAHOGANY OR CLEAR CHERRY HARDWOOD FLOORING TO BE APPROVED BY OWNER. PROVIDE MATHCING BASE SHOE. "TRAV" = SLIP RESISTANT PORCELAIN TILE OR TUMBLED TRAVERTINE FLOOR TILES WITH SMALL GROUT LINES, TO BE APPROVED BY OWNER. PROVIDE TILE ACCENT BORDERS AND DECORATIVE TILED PATTERNS PER INTERIOR DESIGN SKETCHES BY OTHERS, TO BE APPROVED BY OWNER IN WRITING. "CARPET" = HEAVY DUTY BERBER CARPET OVER HEAVY DUTY CARPET PAD TO BE APPROVED BY OWNER. "CONG." = SLIP RESISTANT CONCRETE FLOOR WITH EPOXY FLOOR SEALER / FINISH TO BE APPROVED BY OWNER. 2. ALL AREAS WHERE MOISTURE MAY BE PRESENT (INCLUDING WALLS AND CEILINGS) SHALL BE PROVIDED WITH GYPSUM BOARD SPECIFICALLY TESTED AND MANUFACTURED TO RESIST MOLDS AND FUNGUS, AND WHICH IS RECOMMENDED FOR USE IN AREAS WHERE WATER AND HUMIDITY MAY BE PRESENT. INSTALL MOLD AND FUNGUS RESISTANT GYPSUM BOARD PER MANUFACTURER'S RECOMMENDATIONS. 3. AT RAISED WOOD FRAMED FLOORS INSTALL CERAMIC TILES AND TRAVERTINE OVER 1 /2" THICK "HARDIBACKER" OVER FLOOR SHEATHING PER PLAN OVER JOISTS. SECURE HARDIBACKER WITH NON-CORROSIVE WOOD SCREWS INTO FRAMING MEMBERS (BLOCK ALL EDGES) AT 12" 0.C. IN FIELD, AND 6" O.C. ALL EDGES. INSTALL TILE PER MANUFACTURER'S RECOMMENDATIONS. SEAL ALL GROUT. 4. ALL INTERIOR AND EXTERIOR TILE AND STONE BEING USED AS FLOORING AND PATIO FINISH SHALL HAVE A "SLIP RESISTANT" FINISH, TYPICAL. 5. INSTALL HARDWOOD FLOORING OVER RAISED WOOD FLOOR: PROVIDE PRE-FINISHED HARDWOOD FLOOR FINISH SYSTEM WHICH HAS BEEN SPECIFICALLY ENGINEERED AND MANUFACTURED TO BE INSTALLED OVER RAISED WOOD FLOORS. PREPARE SURFACE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FLOORING SHALL BE SELECTED AND APPROVED BY OWNER. INSTALL FLOORING OVER APPROVED VAPOR BARRIER. 6. INSTALL HARDWOOD FLOORING OVER CONCRETE SLAB: PROVIDE PRE-FINISHED HARDWOOD FLOOR FINISH SYSTEM WHICH HAS BEEN SPECIFICALLY ENGINEERED AND MANUFACTURED TO BE INSTALLED OVER CONCRETE FLOORS. PREPARE CONCRETE SURFACE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FLOORING SHALL BE SELECTED AND APPROVED BY OWNER. INSTALL FLOORING OVER APPROVED VAPOR BARRIER. 7. WALLS WHICH SEPARATE THE GARAGE FROM THE HOUSE SHALL BE PROVIDED WITH 5/8" TYPE "X" GYPSUM BOARD ENTIRE WALL AREA UP TO THE BOTTOM OF THE ROOF SHEATHING WHERE OCCURS. BLOCK ALL EDGES. 8. FINISH ALL GARAGES WITH 5/8" TYPE "X" GYPSUM BOARD, AND ALL LOCATIONS WHERE REQUIRED BY NOTES ON PLANS AND OTHER FINISH NOTES, TYPICAL ALL WALLS AND CEILINGS. 9. TAPE, TEXTURE, PRIME AND PAINT ALL GYPSUM BOARD WITH FINISH AS APPROVED BY OWNER. PROVIDE ROUNDED CORNER BEAD TYPICAL ALL AREAS. 10. ALL BASEBOARD STYLE, SHAPE AND STAIN SHALL BE SELECTED AND APPROVED BY OWNER. INSTALL BASEBOARD WITH INNER MITERED AND OUTER ROUNDED CORNERS. ALL BASEBOARD SHALL BE APPROX. 5 1 / 4" HIGH PAINTED MDF, TYPICAL FOR ALL ROOMS FOR THE ENTIRE HOUSE, EXCEPT CLOSETS AND BATHROOMS. BATHROOMS AND WET AREAS SHALL BE PROVIDED WITH APPROX. 5 1/4" HIGH FINGER JOINT SHAPED WOOD BASE, STYLE AND SHAPE TO BE SELECTED AND APPROVED BY OWNER. 11. PROVIDE BACKER BOARD BEHIND GYPSUM BOARD FOR INSTALLATION OF CROWN MOLDING. INSTALL CROWN MOLDING WITH INNER MITERED AND OUTER ROUNDED CORNERS. ALL CROWN SHALL BE APPROX. 8" HIGH PAINT GRADE MDF. INSTALL CROWN MOLDING IN LIVING ROOM, AND WHERE INDICATED ON CEIING DETAILS. CROWN STYLE AND SHAPE TO BE SELECTED AND APPROVED BY OWNER. 12. COMPLY WITH ALL NOTES AND SPECIFICATIONS ON SHEETS GN-1, GN-2, GN-3. 13. COORDINATE ALL FINISH WORK INDICATED ON THESE DRAWINGS WITH FINISH SELECTIONS MADE BY OWNER. COORDINATE WORK SHOWN ON THESE DRAWINGS WITH INTERIOR DESIGN WORK BY OTHERS. 14. ALL ENCLOSED SPACES UNDER STAIRWAYS: FINISH WALLS AND SOFFITS UNDER ALL ENCLOSED STAIRWAYS WITH 1 /2" TYPE "X" GYPSUM BOARD. 15. CONTRACTOR SHALL COORDINATE WORK SO THAT DIFFERENT FLOOR FINISHES SUCH AS TILE AND HARDWOOD MEET FLUSH WITHOUT TRANSITIONS STRIPS. 16. INTERIOR OF ALL WINDOWS HAVE BULLNOSE DRYWALL FINISH AT TOP AND BOTH SIDES WHICH RETURNS INTO WINDOW FRAME. PROVIDE ALL WINDOW SILLS WITH CLEAR ALDER SILL AND APRON. ALL CORNERS SHALL BE MITERED. 17. INTERIOR OF ALL DOORS SHALL HAVE ROUNDED FINISHED DRYWALL RETURNS THAT FINISH NEATLY INTO DOOR FRAME WITHOUT CASE MOLDING (BULLNOSE). 18. KITCHEN AND ALL BATHROOMS SHALL HAVE TILED OR GRANITE BACKSPLASHES THAT EXTEND FROM THE TOP OF COUNTERTOPS UP TO THE CEILING. PROVIDE TILE ACCENT BORDERS AND DECORATIVE TILED PATTERNS PER INTERIOR DESIGN SKETCHES BY OTHERS, TO BE APPROVED BY OWNER IN WRITING. ARCH NOTES DJ ALL INTERIOR DECORATIVE ARCH DESIGNS SHALL BE AS APPROVED BY OWNER, AND SHALL BE SIMILAR TO INTERIOR DETAIL SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL FIELD MEASURE ACTUAL CONDITIONS AND SHALL SUBMIT SHOP DRAWINGS OF PROPOSED MATERIALS, COLORS AND STYLES TO THE OWNER FOR APPROVAL. CONTRACTOR SHALL COORDINATE ROUGH FRAMING WITH APPROVED ARCH OPENING DESIGNS. CABINET NOTES DJ ALL CABINETS SHALL BE AS APPROVED BY OWNER. CONTRACTOR SHALL FIELD MEASURE ACTUAL CONDITIONS AND SHALL SUBMIT SHOP DRAWINGS OF PROPOSED CABINET CONFIGURATIONS, MATERIALS, COLORS AND STYLES TO THE OWNER FOR APPROVAL. ALL CABINETS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR SHALL COORDINATE LOCATIONS AND SIZES OF ALL APPLIANCES, FIXTURES AND ACCESSORIES WITH CABINET DESIGN AND CONSTRUCTION. COMPLY WITH CABINET DRAWINGS AND SPECIFICATIONS PROVIDED BY OTHERS. COORDINATE WITH INTERIOR DESIGN SKETCHES PROVIDED BY OTHERS. CONTRACTOR SHALL COORDINATE LOCATIONS AND SIZES OF ALL BUILT-INS, CABINETS AND ACCESSORIES WITH CABINET DESIGN AND CONSTRUCTION. COMPLY WITH CABINET DRAWINGS ANO SPECIFICATIONS PROVIDED BY OTHERS. COORDINATE WITH INTERIOR DESIGN SKETCHES PROVIDED BY OTHERS. APPLIANCE AND FIXTURE NOTES DJ ALL APPLIANCES AND FIXTLRES SHALL BE APPROVED BY OWNER. CONTRACTOR SHALL COORDINATE CABINET CONSTRUCTION, ELECTRICAL AND PLUMBING SYSTEMS WITH APPLIANCE ,t,JND FIXTURE SELECTIONS. COMPLY WITH NOTES ABOVE. COMPLY WITH CABINET DRAWINGS AND SPECIFICATIONS PROVIDED BY OTHERS. COORDINATE WITH INTERIOR DESIGN SKETCHES AND SPECIFICATIONS PROVIDED BY OTHERS. FIREPLACE AND MANTEL NOTES DJ BUILT-IN FIREPLACE, MANTEL & HEARTH DESIGN SHALL BE AS APPROVED BY OWNER. CONTRACTOR SHALL FIELD MEASURE ACTUAL CONDITIONS AND SHALL SUBMIT SHOP DRAWINGS OF PROPOSED FIREPLACE MATERIALS, COLORS AND STYLES TO THE OWNER FOR APPROVAL. CONTRACTOR SHALL COORDINATE ROUGH FRAMING WITH APPROVED FIREPLACE DESIGN. SEE PLAN NOTES. WINDOW SCHEDULE -SYMBOL LEGEND SYMBOL XO oxo SH FX SC DC AW 2050 INDICATES HORIZONTAL SLIDING WINDOW, ONE SIDE FIXED (HALF VENT). HORIZONTAL SLIDING WINDOW, CENTER FIXED (DOUBLE VENT). SINGLE HUNG VERTICAL SLIDING WINDOW, TOP FIXED, U.O.N •. FIXED WINDOW (PICTURE WINDOW). FULL CASEMENT WINDOW (HINGE ONE SIDE). DOUBLE CASEMENT WINDOW (HINGE BOTH SIDES). AWNING WINDOW (HINGE AT TOP) NOMINAL WINDOW SIZE, WIDTH x HEIGHT IN FEET AND INCHES. (THIS WINDOW 2' -0" WIDE x 5' -0" TALL) WINDOW NOTES: (NOTES APPLY TO ALL WINDOWS, TYPICAL) 1 . ALL WINDOWS SHALL BE DUAL GLAZED, LOW "E" WINDOWS MANUFACTURED BY "PELLA", OR OTHER MANUFACTURER OF EQUAL QUALITY WHEN WALL LEGEND ALL WALLS SHALL COMPLY WITH THE FOLLOWING; I NEW 2x6 EXTERIOR WALL PER ALL STRUCTURAL DRAWINGS. PROVIDE WIDER FRAMED WALL WHERE REQUIRED BY STRUCTURAL DRAWINGS, OR WHERE INDICATED ON PLANS. NEW 2x4 INTERIOR WALL PER ALL STRUCTURAL DRAWINGS. PROVIDE WIDER FRAMED WALL WHERE REQUIRED BY STRUCTURAL DRAWINGS, OR WHERE INDICATED ON PLANS. NEW EXTRA WIDE WALLS, FURRED OR DOUBLE FRAMED PER ALL STRUCTURAL DRAWINGS, OR WHERE INDICATED ON PLANS. COMPLY WITH PLAN DIMENSIONS. ADDITONAL WINDOW REQUIREMENTS REVISIONS BY ~ \ \ APPROVED BY OWNER IN WRITING. PROVIDE CUSTOM WINDOWS WITH STAINED TRIM WITH STAINED AND VARNISHED WOOD CASEMENTS TO BE APPROVED BY OWNER IN WRITING. PROVIDE ALL WINDOWS WITH INTEGRAL MULLIONS PER EXTERIOR ELEVATIONS WHERE OCCUR. NOTE THAT ALL WINDOWS ON THE FRONT ELEVATION AND/OR VISIBLE FROM AVIARA DRIVE SHALL HAVE TRUE DIVIDED LIGHTS. WINDOW MATERIAL AND STYLE SHALL BE SELECTED AND APPROVED BY PROJECT OWNER. CONTRACTOR SHALL FIELD VERIFY ALL ----a. WINDOWS SHALL BE ARC APPROVED SIMULATED TRUE DIVIDED LITE WINDOWS 2. 3. 4. 5. OPENINGS AND COORDINATE ROUGH FRAMING WITH EXACT REQUIRED OPENING SIZE OF ALL WINDOWS PRIOR TO ORDERING WINDOWS, AND DURING FRAMING. ALL WINDOWS SHALL HAVE "U" VALUE = .40 MAX., "SHGC" = .35 MAX. ALL WINDOWS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, AND WITH PENETRATION FLASHING PER PENETRATION FLASHING DETAIL SHOWN '-.. ON SHEET GN-3. ALL OPERABLE WINDOWS SHALL BE PROVIDED WITH AN INSECT SCREEN AND LOCKING SECURITY DEVICE, WHICH SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE OR SPECIAL TOOL. INSTALL ALL WINDOW HEADS AT HEIGHT TO ALIGN WITH ADJACENT DOOR HEADS UNLESS OTHERWISE NOTED. COORDINATE HEIGHT WITH FRAMING & FLASHING. INSTALL WINDOW HEADS AT 8' ABOVE FINISH FLOOR TYPICAL, UNLESS OTHERWISE INDICATED ON ELEVATIONS. 6. WINDOWS SHALL BE FULLY TEMPERED PER CODES WHERE INDICATED BY "TEMP" ON THE FLOOR PLAN. 7. WINDOWS SHALL BE TEMPERED PER CODES, AND WHERE ANY PART OF THE WINDOW IS WITHIN 24" OF ANY DOOR JAMB. WINDOWS SHALL BE TEMPERED WHERE ADJACENT TO STAIRS OR STAIR LANDINGS. WINDOWS SHALL BE TEMPERED WHEN WITHIN 18" OF FLOOR, AND WHERE WITHIN 5' OF POOL. ADDITIONALLY, PROVIDE TEMPERED WINDOWS WHERE PLANS INDICATE ''TEMP.". 8. EACH AND EVERY BEDROOM SHALL BE PROVIDED WITH AN "EGRESS" WINDOW. AN "EGRESS" WINDOW SHALL BE AN EMERGENCY ESCAPE AND RESCUE WINDOW WHICH SHALL PROVIDE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. THE NET CLEAR OPENING DIMENSION SHALL BE THE RESULT OF NORMAL OPERATION OF THE OPENING. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. CONTRACTOR SHALL VERIFY AND INSURE THAT ALL "EGRESS" WINDOWS MEET THESE REQUIREMENTS. (NET CLEAR OPENING MAY BE 5.0 SQ.FT. FOR AT GRADE-FLOOR OPENINGS.) 9. INTERIOR WINDOW MATERIAL SHALL BE CLEAR DOUG FIR STAINED TO MATCH ADJACENT ALDER TRIM AND CASING, TO BE APPROVED BY OWNER. EXTERIOR DOOR SCHEDULE -SYMBOL LEGEND SYMBOL INDICATES FR SWINGING FRENCH DOOR (FULLY GLAZED). 1/2 FR ONE-HALF FRENCH SWINGING FRENCH DOOR (TOP HALF GLAZED). SFD SLIDING FRENCH DOOR (FULLY GLAZED). GD OVERHEAD SECTIONAL GARAGE DOOR WITH WEATHERSEAL. PROVIDE DOOR WITH AUTOMATIC DOOR OPENER, KEYED AND AUTOMATIC. DOOR SHALL BE SELECTED AND APPROVED BY OWNER. 2 8 x8° PROVIDE CUSTOM SOLID WOOD STAIN GRADE SECTIONAL GARAGE DOOR WITH DECORATIVE BLACK IRON HARDWARE SIMILAR TO ELEVATIONS. DOOR WIDTH IN FEET AND INCHES (THIS DOOR 2' -8" WIDE x 8' -0" TALL) COORDINATE WITH ADJACENT WINDOW HEAD HEIGHTS. EXTERIOR DOOR NOTES: (NOTES APPLY TO ALL EXTERIOR DOORS, TYPICAL) "PELLA ARCHITECT SERIES 850", COLOR TO BE "FRENCH ROAST" BROWN. b. EXTERIOR: ENDURA CLAD, WOOD FRAMES AND WOOD GRILLES (MUNTINS) WITH SEACOAST ALUMINUM CLADDING. " z c. MUNTINS: PERMANENT WOOD CLAD GRILLES MINIMUM WIDTH 1 1 / 4 INCH r-WITH SPACERS. I/ i o,_ o~~ ~ Z I-N oo <( I .----CX) zU IN 0 0:::: N .---- -<C st I t3 ~ V N 00::'.--.-q-w m st W C) -z (0~ -1..,,~m m ...J -<Cw .. c.o om w...._,, 0::: z .. Omox LLOI<( ~(DD...LL THESE DRAWINGS ARE NOT APPROVED FOR CONSTRUCTION UNLESS S1:;~~i:!)i MilfOH!i: IB~ T'fE ARCHITECT, AND APPROVED BY THE OWNER, AND BEAR THE LOCAL BUILDING AND PLANNING DEPARTMENT APPROVAL STAMPS AND A BUILDING PERMIT HAS BEEN OBTAINED. I I\ ADDITONAL DOOR REQUIREMENTS 1. ALL DOORS WITH GLAZING SHALL BE TEMPERED DUAL GLAZED, LOW "E" EXTERIOR DOORS BY "SIERRA PACIFIC", "PELLA", OR OTHER MANUFACTURER OF EQUAL QUALITY WHEN APPROVED BY OWNER IN WRITING. PROVIDE ALL DOORS WITH INTEGRAL MULLIONS PER EXTERIOR ELEVATIONS WHERE OCCUR. DOOR MATERIAL AND STYLE SHALL BE SELECTED AND APPROVED BY PROJECT OWNER. CONTRACTOR SHALL FIELD VERIFY ALL OPENINGS AND COORDINATE ROUGH FRAMING WITH EXACT REQUIRED OPENING SIZE OF ALL DOORS PRIOR TO ORDERING DOORS. -----a. DOORS SHALL BE ARC APPROVED SIMULATED TRUE DIVIDED LITE DOORS NOTE THAT ALL DOORS WITH GLAZING AND ALL FRENCH DOORS ON THE FRONT ELEVATION AND/OR VISIBLE FROM AVIARA DRIVE SHALL HAVE TRUE DIVIDED LIGHTS. SWINGING FRENCH DOORS "U" VALUE = .40 MAX., "SHGC" = .35 MAX. SLIDING FRENCH DOORS "U" VALUE = .40 MAX., "SHGC" = .35 MAX. 2. ALL DOORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, AND WITH PENETRATION FLASHING SIMILAR TO PENETRATION FLASHING DETAIL SHOWN ON SHEET GN-3. PROVIDE ALL DOORS WITH WEATHERSTRIPPING. 3. ALL DOORS WITH GLAZING SHALL HAVE TEMPERED GLAZING PER CODES. (ALL DOOR GLAZING SHALL BE TEMPERED, TYPICAL.). 4. EXTERIOR DOORS SHALL BE PROVIDED WITH ENTRY HARDWARE & DEADBOLT. PROVIDE DOORS WITH INTEGRAL SILL. HARDWARE SHALL BE BALDWIN. 5. EXTERIOR DOOR STYLE, MANUFACTURE AND TRIM SHALL MATCH WINDOWS. PROVIDE DOORS WITH INTEGRAL SILL. HARDWARE SHALL BE BALDWIN. EXTERIOR DOOR MATERIAL, TRIM AND CASING SHALL BE STAINED CLEAR ALDER, TO BE APPROVED BY OWNER. INTERIOR DOOR SCHEDULE -SYMBOL LEGEND SYMBOL INDICATES ~ DOOR WIDTH IN FEET AND INCHES (THIS DOOR 2' -6" WIDE) INTERIOR DOOR NOTES: (NOTES APPLY TO ALL INTERIOR DOORS, TYPICAL) 1. DOOR MATERIAL AND STYLE SHALL BE SELECTED AND APPROVED BY PROJECT OWNER. CONTRACTOR SHALL FIELD VERIFY ALL OPENINGS AND COORDINATE ROUGH FRAMING WITH EXACT REQUIRED OPENING SIZE OF ALL DOORS PRIOR TO ORDERING DOORS. INTERIOR DOORS SHALL BE SOLID WOOD STAIN GRADE PANEL DOORS TO BE APPROVED BY OWNER. 2. ALL DOORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 3. ALL DOORS WITH GLAZING SHALL HAVE TEMPERED GLAZING PER CODES. (ALL DOOR GLAZING SHALL BE TEMPERED, TYPICAL.). 4. INTERIOR DOORS AT LOWER LEVEL SHALL BE 8' -0" TALL U.O.N .• 5. INTERIOR DOORS AT UPPER LEVEL SHALL BE 8' -0" TALL U.O.N .• 6. BEDROOMS AND BATHROOMS SHALL BE PROVIDED WITH PRIVACY LOCKSET. 7. INTERIOR DOORS SHALL BE PELLA, ANDERSEN, OR SIERRA PACIFIC 8. INTERIOR DOOR STYLE, AND MANUFACTURE SHALL MATCH WINDOWS. INTERIOR DOOR MATERIAL SHALL BE STAINED CLEAR ALDER, UNLESS ALTERNATE IS APPROVED BY OWNER IN WRITING. SPECIAL WINDOW AND DOOR NOTES SYMBOL ® @ © @ INDICATES HARDWOOD STAINED ENTRY DOOR WITH TEMPERED ART GLASS TO BE SELECTED AND APPROVED BY OWNER. 1 3/4" SOLID WOOD DOOR WITH SMOKE SEAL AND CLOSER, OR 20 MINUTE RATED PANELED FIRE DOOR WITH SMOKE SEAL & CLOSER. METAL PANEL DOOR WITH CLOSER. LA CANTINA Bl-FOLD DOOR SYSTEM TO BE SELECTED BY OWNER AND INSTALLED PER ALL LA CANTINA RECOMMENDATIONS. "PELLA ARCHITECT SERIES 850", COLOR TO BE "FRENCH ROAST" BROWN. b. EXTERIOR: ENDURA CLAD, WOOD FRAMES AND WOOD GRILLES (MUNTINS) WITH SEACOAST ALUMINUM CLADDING. c. MUNTINS: PERMANENT WOOD CLAD GRILLES MINIMUM WIDTH 1 1/4 INCH WITH SPACERS. ~ NOTE: PROVIDE 2x6 FLAT BACKER/BLOCKING FOR ALL STAIR HANDRAILS, AND IN BATHROOMS FOR TOWEL BARS AND TOILET PAPER DISPENSERS, TO BE LOCATED AS APPROVED BY OWNER. CONTRACTOR SHALL REVIEW AND CONSIDER ENTIRE FRAMING SYSTEM AS INDICATED ON THE PLANS WITH RESPECT TO INSTALLING PLUMBING WASTE/SEWER PIPES AND VENT PIPES PER CODES IN SUPPORT OF ALL PLUMBING FIXTURES. CONTRACTOR SHALL TAKE ADEQUATE MEASURES INCLUDING LOCATION AND INSTALLATION OF WASTE/SEWER LINES PRIOR TO FRAMING IN ORDER TO INSURE PLUMBING WASTE & VENT PIPES CAN BE INSTALLED WITHOUT CONFLICT WITH THE FRAMING SYSTEM AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PLUMBING SYSTEM AND FRAMING SYSTEM PRIOR TO ANY WORK OR ORDERiNG MATERIALS. NOTE: FRAME WALLS WITH ALL POSTS INDICATED ON STRUCTURAL DRAWINGS. COORDINATE ALL WORK SHOWN ON ARCHITECTURAL DRAWINGS WITH STRUCTURAL DRAWINGS. NOTE: NEW PLUMBING VENTS SHALL BE LOCATED IN ORDER TO COMPLY WITH BUILDING & MECHANICAL CODE REQUIREMENTS. INSTALL ALL PLUMBING VENTS THROUGH ROOF WITH PROPER CLEARANCES FROM ALL ROOF DECKS, WALLS, WINDOWS AND INTAKE VENTS. COORDINATE WITH FRAMING. LANDSCAPING IRRIGATION SYSTEMS SHALL BE MODIFIED AND ADJUSTED TO INSURE THAT "OVER WATERING" OF THE SUBJECT PROPERTY DOES NOT OCCUR. LIMIT IRRIGATION TO THE MINIMUM NEEDED TO MAINTAIN THE HEALTH OF LANDSCAPE PLANT MATERIAL. REDUCE AND OR ELIMINATE ALL PLANT MATERIAL ADJACENT TO FOOTINGS AND FOUNDATIONS. MAINTAIN SLOPES AND SWALES TO DRAIN WATER AWAY FROM STRUCTURES AND IMPROVEMENTS AS NOTED ON THE PLANS, DETAILS AND ELEVATIONS. SEE LANDSCAPE DRAWINGS BY OTHERS. w u z 0 w 0 0 I -{/) m w • ..-- 0:::: 0:::: I 0 ..-- {/) <( ..--w (D 0... 0:::: I 0 <( -I.[) ...J > ..--I <( N 0:::: w LO • • ~ 0 z <( N 0... 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I ._ • •, 1 •• ;,-, I N •, F-1 ' "' I 0 <O ' I ._ -I (~f-EXHAUST HOOD •• ! , D o ._ '• ! n -,~ COOKTOP , , 8 x 6 ' .'// [§j ___ G-G-G-,~ ______ , ____ ':i •• oxo .' v i 000 ' •. 1 l----------~--+-------------------r, --;_ I 5 x5 I 1 7 . "/-. / ~-, 6 0 't" I 1 · I .... : / · ···· XO I ~ I L __ _J r B ' (' 2' 22' -0 1 /2" 2' 18' -8" ~ 20" 20'-2" 1 " 105•-1 12 FLOOR PLAN LOWER LEVEL 1 / 4" = 1 '-0" 4'-8" 1 '-6" THESE DRAWINGS ARE NOT APPROVED FOR CONSTRUCTION UNLESS SIGNED ABOVE BY THE ARCHITECT, AND APPROVED BY THE OWNER, AND BEAR THE LOCAL BUiLDING AND PLANNING DEPARTMENT APPROVAL STAMPS AND A BUILDING PERMIT HAS BEEN OBTAINED. 16'-5" 12'-4" AFFORDABLE DESIGN AND DRAFTING BOB BELANGER, ARCHITECT PHONE: (619) 442-1288 FAX: (619) 442-1288 12' -4" BAKER-LOPES RESIDENCE 7205 AVIARA DR. APN: 215-611-19-00 DATE: SHEET A-2 OF SHEETS t{ C :i "' ~I' 1-., es; •fr 'b a:: :r-' ~.- '"•' . 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Q , 4'-10" 4'-8"' 4' ' I I") I BEOROOlv1#4 ' I (0 : Bl' I X tn ® "'I '· I O u <( I ...,..._ , I ' , ' .,___ -I : I ' [§] ------- J ~L ,:-J.,_® \. / 1,41 I ,(i]\ \U ARCH --------' ' . ' ® / / ' ro I ( " 7--, , ' 1.' ' " ' ·, 1CARPET /, BEDROOM#5 , , '11 CARPET 1 CLOSET I I -,\,. . --·,·· ' ' ' ' , / '' cs 2 6 x46 "" ' "' • I <o !Ii !'" 'I ::: ' I I ,,, ',I .1 '. I •;,, '· " >. l{) I·• CARPET--7 1 CLOSET II ®\O]!, \ ' ' OUNGE ' . / I : ~ 5°x4° ., -..:::xo I ':..: /A ~ / ... // -~~ / ~ 14'-4" 65'-1 o" N ' ' ,J / AB ~ V:s. ~ > . '."""" " -.. . ',". ... ' ... ~ ; I -, ...; ...... ~-l. ' I". i 1 o· 2 6 x4° cs d·' 2 6 x4° '· cs '~ ,,;,, '-'· " e ' ' , ' I ,,, I '1 I "· 12' -6" ' ~, FLOOR PLAN UPPER LEVEL 1 / 4" = 1 '-0" / \ ' .I • • / I I I I I I I ), I I I I I I ',/· I . / I I "\ I I I I I I I I I I I I I I I I I I THESE DRAWINGS ARE NOT APPROVED FOR CONSTRUCTION UNLESS SIGNED ABOVE BY THE ARCHITECT, AND APPROVED BY THE OWNER, AND BEAR THE LOCAL BUILDING AND PLANNING DEPARTMENT APPROVAL STAMPS AND A BUILDING PERMIT HAS BEEN OBTAINED. ' " I r--- ' IO I -- ' N I r--- ' co I " ' -IN N I "' m AFFORDABLE DESIGN AND DRAFTING BOB BELANGER, ARCHITECT PHONE: (619) 442-1288 FAX: (619) 442-1288 FLOOR PLAN REFERENCE NOTES SEE SHEET A-1 FOR FLOOR PLAN REFERENCE NOTES WHICH APPLY TO THIS SHEET. DOOR AND WINDOW SCHEDULES SEE SHEET A-1 FOR SCHEDULES WHICH APPLY TO THIS SHEET. FINISH NOTES SEE SHEET A-1 FOR FINISH NOTES WHICH APPLY TO THIS SHEET. BOX NOTES AND DETAILS SEE SHEET A-1 FOR BOX NOTES AND DETAILS WHICH APPLY TO THIS SHEET. CONTRACTOR SHALL REVIEW AND CONSIDER ENTIRE FRAMING SYSTEM AS INDICATED ON THE PLANS WITH RESPECT TO INSTALLING PLUMBING WASTE/SEWER PIPES AND VENT PIPES PER CODES IN SUPPORT OF ALL PLUMBING FIXTURES. CONTRACTOR SHALL TAKE ADEQUATE MEASURES INCLUDING LOCATION AND INSTALLATION OF WASTE/SEWER LINES PRIOR TO FRAMING IN ORDER TO INSURE PLUMBING WASTE & VENT PIPES CAN BE INSTALLED WITHOUT CONFLICT WITH THE FRAMING SYSTEM AS SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PLUMBING SYSTEM AND FRAMING SYSTEM PRIOR TO ANY WORK OR ORDERING MATERIALS. MAINTAIN ALL REQUIRED DECK CLEARANCES NOTE: FRAME WALLS WITH ALL POSTS INDICATED ON STRUCTURAL DRAWINGS. COORDINATE ALL WORK SHOWN ON ARCHITECTURAL DRAWINGS WITH STRUCTURAL DRAWINGS. NOTE: NEW PLUMBING VENTS SHALL BE LOCATED IN ORDER TO COMPLY WITH BUILDING & MECHANICAL CODE REQUIREMENTS. INSTALL ALL PLUMBING VENTS THROUGH ROOF WITH PROPER CLEARANCES ,ROM ALL ROOF DECKS, WALLS, WINDOWS AND INTAKE VENTS. COORDINATE WITH FRAMING. CONTRACTOR SHALL REVIEW AND CONSIDER ENTIRE FRAMING SYSTEM AS INDICATED ON THE PLANS WITH RESPECT TO INSTALLING GAS BURNING APPLIANCES AND VENT PIPES PER CODES IN SUPPORT OF ALL GAS BURNING APPLIANCES AND FURNACES. CONTRACTOR SHALL TAKE ADEQUATE MEASURES INCLUDING LOCATION AND INSTALLATION OF ALL APPLIANCE VENT LOCATIONS PRIOR TO f'RAMING IN ORDER TO INSURE GAS APPLIANCE VENT PIPES CAN BE INSTALLED WITHOUT CONFLICT WITH THE FRAMING SYSTEM AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PLUMBING SYSTEM AND FRAMING SYSTEM PRIOR TO ANY WORK OR ORDERING MATERIALS. MAINTAIN ALL REQUIRED DECK CLEARANCES NOTE: GAS APPLIANCE VENTS SHALL BE LOCATED IN ORDER TO COMPLY WITH BUILDING & MECHANICAL CODE REQUIREMENTS. INSTALL ALL GAS APPLIANCE VENTS THROUGH ROOF OR WALL WITH PROPER CLEARANCES FROM ALL ROOF DECKS, WALLS, WINDOWS AND INTAKE VENTS. COORDINATE WITH FRAMING AND APPLIANCE LOCATIONS. NOTIFY ARCHITECT IN WRITING OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO ANY WORK OR ORDERING MATERIALS OR APPLIANCES. BAKER-LOPES RESIDENCE 7205 AVIARA DR. DATE: SHEET A-3 APN: 215-611-19-00 OF SHEETS esi f/1 i,); .· ,,· [• ,, .,, e '1H " r, S/ ) lj ii, ,o_. I ' o, ' ' 1[ If( ~' 8'i "' 5 w a, .., a, 0 a, LL 0 'z w (J) z 0 0 z w I= "' ;;: 0 w (J) ~ "' [)_ c;S w F t::; 0 F ;;: I 0 "' F ~ 1:2 0 w z "' (J) ';Q w a, 1:2 i';j F w ~ "' 0 z "'" ~ 0 (J) ~ I ;;: ~ I z 0 w "' z '1. 0 "' 0 0 w 0.. 0 0 6 w 0 ::, 0 0 "' [)_ w "' w a, 1:2 ti z w ~ (J) "' z ~ "' 0 0 z <( (J) 5 [)_ w ~ F ~ "' ~ 0 0 ~ z 0 ::,; ::,; 0 0 "' z fie w ~ "' / / / / / / / ~~ !ftp ~\ ~, ~ :·)r·-CK 7 V ROOF PLAN 1 / 4" = 1 '-o" I RIDGE 11 ! :;\! • ' f .. ---v .. \\ I ' / :"-., .. I <;> / /, / ' I ---~ ,~ . / I ./ I/ / "' ' "' '\ ½i/ '(0,- 1 / "' . -, / ·~a ~<" '-~ &-,0 f -\~$ ~ w g ;o Cl G) "7 '<:'~ $ -1'i'; RIDGE ~ '(<o- .0,0 ' I ,1 ; ' ,---t-------------------------- -<>" , I I I , ·~ ' i I / ,, ( I I -------•- 67,0 i ' " l.~'J .,,_,, ~i 1-.. ~ I . , I / / f I···' RIDGE j j i " .. '/ ! r / ,, ·,, 'I I ')---------------{, . ' ', . _,, ,\ \ ' .. " ' ,, '\' . " '• ,,._ "I/ 7i~ : I I I I,, Z1<<. '•{).. 'o/,0 ~' f/ I ' ', ' ' ',&,,.o ' '\ I V---,"1(.<. ·,0- 0- A~ ,✓ j;,,<> '<:'~ THESE DRAWINGS ARE NOT APPROVED FOR CONSTRUCTION UNLESS SIGNED ABOVE BY THE ARCHITECT, AND APPROVED BY THE OWNER, AND BEAR THE LOCAL BUILDING AND PLANNING DEPARTMENT APPROVAL STAMPS ANO A BUILDING PERMIT HAS BEEN OBTAINED. ~/~ -lo/f I"' ' t RlQGE I l '<:'~ .0,0 ~,1,, l<, j;,,<> ,().. . i AFFORDABLE DESIGN AND DRAFTING BOB BELANGER, ARCHITECT PHONE: (619) 442-1288 FAX: (619) 442-1288 ,$ / -1'1;"' ~ p "1<. <0;\. BOX NOTES AND DETAILS SEE SHEET A-1 FDR BOX NOTES AND DETAILS WHICH APPLY TO THIS SHEET. CONTRACTOR SHALL REVIEW AND CONSIDER ENTIRE FRAMING SYSTEM AS INDICATED ON THE PLANS WITH RESPECT TO INSTALLING PLUMBING WASTE/SEWER PIPES AND VENT PIPES PER CODES IN SUPPORT OF ALL PLUMBING FIXTURES. CONTRACTOR SHALL TAKE ADEQUATE MEASURES INCLUDING LOCATION AND INSTALLATION OF WASTE/SEWER LINES PRIOR TO FRAMING IN ORDER TO INSURE PLUMBING WASTE & VENT PIPES CAN BE INSTALLED WITHOUT CONFLICT WITH THE FRAMING SYSTEM AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PLUMBING SYSTEM AND FRAMING SYSTEM PRIOR TO ANY WORK OR ORDERING MATERIALS. NOTE: FRAME WALLS WITH ALL POSTS INDICATED ON STRUCTURAL DRAWINGS. COORDINATE ALL WORK SHOWN ON ARCHITECTURAL DRAWINGS WITH STRUCTURAL DRAWINGS. NOTE: NEW PLUMBING VENTS SHALL BE LOCATED IN ORDER TO COMPLY WITH BUILDING & MECHANICAL CODE REQUIREMENTS. INSTALL ALL PLUMBING VENTS THROUGH ROOF WITH PROPER CLEARANCES FROM ALL ROOF DECKS, WALLS, WINDOWS AND INTAKE VENTS. COORDINATE WITH FRAMING. CONTRACTOR SHALL REVIEW AND CONSIDER ENTIRE FRAMING SYSTEM AS INDICATED ON THE PLANS WITH RESPECT TO INSTALLING GAS BURNING APPLIANCES AND VENT PIPES PER CODES IN SUPPORT OF ALL GAS BURNING APPLIANCES AND FURNACES. CONTRACTOR SHALL TAKE ADEQUATE MEASURES INCLUDING LOCATION AND INSTALLATION OF ALL APPLIANCE VENT LOCATIONS PRIOR TO FRAMING IN ORDER TO INSURE GAS APPLIANCE VENT PIPES CAN BE INSTALLED WITHOUT CONFLICT WITH THE FRAMING SYSTEM AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PLUMBING SYSTEM AND FRAMING SYSTEM PRIOR TO ANY WORK OR ORDERING MATERIALS. NOTE: GAS APPLIANCE VENTS SHALL BE LOCATED IN ORDER TO COMPLY WITH BUILDING & MECHANICAL CODE REQUIREMENTS. INSTALL ALL GAS APPLIANCE VENTS THROUGH ROOF OR WALL WITH PROPER CLEARANCES FROM ALL ROOF DECKS, WALLS, WINDOWS AND INTAKE VENTS. COORDINATE WITH FRAMING AND APPLIANCE LOCATIONS. NOTIFY ARCHITECT IN WRITING OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO ANY WORK OR ORDERING MATERIALS OR APPLIANCES. ROOF CRICKETS: "FLAT ROOFS" AND "CRICKETS": FULLY ADHERED TORCH DOWN ROOFING SYSTEM MANUFACTURED BY GEORGIA PACIFIC, SUPPLIED BY "BI-TEC": 1-800-535-8597 INSTALL APM-4T CAP SHEET OVER UL TYPE G2 FIBERGLASS BASE SHEET OVER MINIMUM 1/4" THICK "DENS-DECK" (MANUFACTURED BY GEORGIA PACIFIC) OVER PLYWOOD ROOF SHEATHING PER PLAN TO PROVIDE A FULLY ADHERED CLASS A TORCH DOWN ROOFING SYSTEM APPROVED BY UL LISTING #25, UL ACCOUNT #R13231. INSTALL SYSTEM OVER PREPARED DECK SHEATHING PER PLAN OVER ROOF DECK JOISTS AND FRAMED CRICKETS TO PROVIDE MINIMUM 1 /2" PER FOOT SLOPE TD DRAIN. FINISH TOP OF ROOF WITH SLIP RESISTANT GRANULES AND ACRYLIC COATING, COLOR TO BE APPROVED BY OWNER. ROOFING SHALL BE CLASS "A" FIRE RATED PER ASTM E108, MEETS U.L. 790. INSTALL ALL ROOFING AND ROOFING COMPONENTS PER ROOFING MANUFACTURER'S RECOMMENDATIONS. ROOFING MANUFACTURER AND CONTRACTOR SHALL PROVIDE OWNER WITH A 20 YEAR WRITTEN ROOFING WARRANTEE FOR ENTIRE FLAT ROOF AND CRICKET SYSTEM. WHERE CRICKETS MEET SHINGLED ROOF AREAS, EXTEND CRICKET WATERPROOFING SYSTEM UP UNDER SHINGLED ROOF WATERPROOFING FELTS A MINIMUM OF 30 INCHES TO INSURE THAT WATER FROM SHINGLED ROOF AREAS FLOWS ONTO CRICKETS WITHOUT POSSIBILITY OF WATER PENETRATION INTO BUILDING, FIELD TEST CRICKET WATERPROOFING SYSTEM TO INSURE WATER TIGHT SEAL. BAKER-LOPES RESIDENCE 7205 AVIARA DR. APN: 215-611-19-00 DATE: SHEET A-4 OF SHEETS /i• f;. If, b_ L I , i I' ,. i:,; l n tll· I i hi. l I I VALLEY FLASHING: EXPOSED VALLEY FLASHING SHALL BE MINIMUM 24 GAGE CORROSION RESISTANT METAL INSTALLED OVER A MINIMUM 36" WIDE UNDERLAYMENT NOTE: ALL EXTERIOR WOOD FACIAS, METAL DRIP EDGES, WOOD TRIMS, AND WOOD BEAMS SHALL BE PREPARED, PRIMED AND PAINTED AS APPROVED BY OWNER, TYPICAL FOR THE ENTIRE HOUSE. CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SHEET RUNNING 1--------------------------------l PROJECT COLOR INFORMATION ROOF TILE: A BLEND OF REDLAND P1102011 TERRACOTTA AND REDLAND P2102261 TERRACOTTA WITH BLACK ADDITONAL WINDOW REQUIREMENTS THE FULL LENGTH OF THE VALLEY. , .. FLASHING AND SHEET METAL NOTES: NOTE: ALL EXTERIOR FASTENERS USED TO SECURE SIDINGS, TRIMS, FACIAS, DRIP EDGES, DECORATIVE BEAMS AND ALL SIMILAR ITEMS SHALL HAVE A NON-CORROSIVE FINISH APPROPRIATE FOR EXTERIOR APPLICATIONS. FACIA AND GUTTER: VALSPAR LIGHT MINK a. WINDOWS SHALL BE ARC APPROVED SIMULATED TRUE DIVIDED LITE WINDOWS "PELLA ARCHITECT SERIES 850", COLOR TO BE "FRENCH ROAST" (BROWN). ALL ROOF FLASHING, ROOF PENETRATION AND WALL PENETRATION FLASHINGS SHALL COMPLY WITH ALL PERTINENT CODES AND REGULATIONS, AND SHALL COMPLY WITH THE "ARCHITECTURAL SHEET METAL MANUAL", CURRENT EDITION, OF THE SHEET METAL AND AIRCONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA). TAKE FIELD MEASUREMENTS TO ASSURE PROPER DIMENSIONS FOR ALL WORK. MINIMUM SHEET METAL GAGE SHALL BE AS RECOMMENDED BY SMACNA FOR THE INSTALLATION. NON-CORROSIVE FASTENERS AS RECOMMENDED BY SHEET MANUFACTURER. THE PLANS AND SPECIFICATIONS ARE NOT INTENDED TO DEPICT EACH AND EVERY DETAIL. AS THE PARTY IN THE FIELD, THE CONTRACTOR OR OWNER/BUILDER AND ALL SUBCONTRACTORS ARE IN THE BEST POSITION TO VERIFY THAT ALL CONDITIONS ARE COMPLETED TO PROVIDE A WATERTIGHT STRUCTURE. THE CONTRACTOR OR OWNER/ BUILDER AND ALL SUBCONTRACTORS SHALL DO SO. NOTE: ALL DOWNSPOUT LOCATIONS SHALL BE APPROVED BY OWNER, (NOT SHOWN) PAINT DOWNSPOUTS TO MATCH ADJACENT STUCCO. NOTE: PLUMBING VENTS ARE NOT SHOWN. NOTE THAT ALL PLUMBING VENTS SHALL BE LOCATED IN ORDER TO COMPLY WITH BUILDING AND MECHANICAL CODE REQUIREMENTS. INSTALL ALL PLUMBING VENTS THROUGH ROOF WITH PROPER CLEARANCES FROM ALL ROOF DECKS, WALLS, WINDOWS, AND INTAKE VENTS. COORDINATE WITH FRAMING. STUCCO: EXPO STUCCO COLOR #57 (STANDARD COLOR) SANTA BARBARA FINISH WINDOWS AND DOORS: PELLA "FRENCH ROAST" BROWN. GUARDRAILS: COLOR TO BE BLACK NOTE: ALL COLORS SHALL BE PER APPROVED COLOR BOARD. b. EXTERIOR: ENDURA CLAD, WOOD FRAMES AND WOOD GRILLES (MUNTINS) WITH SEACOAST ALUMINUM CLADDING. c. MUNTINS: PERMANENT WOOD CLAD GRILLES MINIMUM WIDTH 1 1/4 INCH WITH SPACERS. ADDITONAL DOOR REQUIREMENTS a. DOORS SHALL BE ARC APPROVED SIMULATED TRUE DIVIDED LITE DOORS "PELLA ARCHITECT SERIES 850", COLOR TO BE "FRENCH ROAST" BROWN. b. EXTERIOR: ENDURA CLAD, WOOD FRAMES AND WOOD GRILLES (MUNTINS) WITH SEACOAST ALUMINUM CLADDING. c. MUNTINS: PERMANENT WOOD CLAD GRILLES MINIMUM WIDTH 1 1/4 INCH WITH SPACERS. ADDITONAL ROOFING REQUIREMENTS CONTRACTOR SHALL REVIEW AND CONSIDER ENTIRE FRAMING SYSTEM AS INDICATED ON THE PLANS WITH RESPECT TO ~-" __ I ~.;!t11.. a. ROOF TILE BLEND PERCENTAGE SHALL BE 30% BLACK, AND 7D% TERRA COTTA. INSTALLING PLUMBING WASTE/SEWER PIPES AND VENT PIPES PER CODES IN SUPPORT OF ALL PLUMBING FIXTURES. CONTRACTOR SHALL TAKE ADEQUATE MEASURES INCLUDING LOCATION AND INSTALLATION OF WASTE/SEWER LINES PRIOR TO FRAMING IN ORDER TO INSURE PLUMBING WASTE & VENT PIPES CAN BE INSTALLED WITHOUT CONFLICT WITH THE FRAMING SYSTEM AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PLUMBING SYSTEM AND FRAMING SYSTEM PRIOR TO ANY WORK OR ORDERING MATERIALS. MAINTAIN ALL REQUIRED DECK CLEARANCES NOTE: FRAME WALLS WITH ALL POSTS INDICATED ON STRUCTURAL DRAWINGS. COORDINATE ALL WORK SHOWN ON ARCHITECTURAL DRAWINGS WITH STRUCTURAL DRAWINGS. NOTE: NEW PLUMBING VENTS SHALL BE LOCATED IN ORDER TO COMPLY WITH BUILDING & MECHANICAL CODE REQUIREMENTS. INSTALL ALL PLUMBING VENTS THROUGH ROOF WITH PROPER CLEARANCES FROM ALL ROOF DECKS, WALLS, WINDOWS AND INTAKE VENTS. COORDINATE WITH FRAMING. ~I CONTRACTOR SHALL REVIEW AND CONSIDER ENTIRE FRAMING SYSTEM AS INDICATED ON THE PLANS WITH RESPECT TO INSTALLING GAS BURNING APPLIANCES AND VENT PIPES PER CODES IN SUPPORT OF ALL GAS BURNING APPLIANCES AND FURNACES. CONTRACTOR SHALL TAKE ADEQUATE MEASURES INCLUDING LOCATION AND INSTALLATION OF ALL APPLIANCE VENT LOCATIONS PRIOR TO FRAMING IN ORDER TO INSURE GAS APPLIANCE VENT PIPES CAN BE INSTALLED WITHOUT CONFLICT WITH THE FRAMING SYSTEM AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PLUMBING SYSTEM AND FRAMING SYSTEM PRIOR TO ANY WORK OR ORDERING MATERIALS. MAINTAIN ALL REQUIRED DECK CLEARANCES NOTE: GAS APPLIANCE VENTS SHALL BE LOCATED IN ORDER TO COMPLY WITH BUILDING & MECHANICAL CODE REQUIREMENTS. INSTALL ALL GAS APPLIANCE VENTS THROUGH ROOF OR WALL WITH PROPER CLEARANCES FROM ALL ROOF DECKS, WALLS, WINDOWS AND INTAKE VENTS. COORDINATE WITH FRAMING AND APPLIANCE LOCATIONS. NOTIFY ARCHITECT IN WRITING OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO ANY WORK OR ORDERING MATERIALS OR APPLIANCES. ~ Ci fC w 0:: <( 0:: 0 z 0:: ~ 5l ~ :c ;. I z Cl w " z ~ 0 0:: 0 Cl w (L 0 . 0 "' w -" 0 Z tJ :'.'i ::, w Cl OJ 0 . "' -, (L w OJ 0:: 0 w OJ OJ u... 00 f-f- f-z ow z~ wO "' 0 <( z (/) w " ~ z--"' !~ Cl W (/) Cl CJ> zw <( "' (L CJ> X zw :'.'i w (L :c f-w (/) f-w ::, :c 0 f-:c f- r' ;. :c ~ " "' "' <( ~ (L Oo 0 "' ;. :c :'.'i f- CAL GREEN CODE REQUIREMENTS. COMPLY WITH THE FOLLOWING: 1 A MINIMUM OF 50 PERCENT OF THE CONSTRUCTION WASTE GENERATED AT THE SITE IS DIVERTED TO RECYCLE OR SALVAGE PER CGBSC SECTION 4.408.1 AND CITY ORDINANCE. 2 BEFORE FINAL INSPECTION, A COMPLETE OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER. CONTRACTOR OR OWNER SHALL SUBMIT AN AFFIDAVIT THAT CONFIRMS THE DELIVERY OF THE MAINTENANCE MANUAL. 3 DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION, AND MECHANICAL EQUIPMENT SHALL BE COVERED. 4 ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH voe AND OTHER TOXIC COMPOUND LIMITS. 5 PAINTS, STAINS, AND OTHER COATINGS SHALL BE COMPLIANT WITH voe LIMITS. 6 AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR voe AND OTHER TOXIC COMPOUNDS. 7 DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT voe LIMIT FINISH MATERIALS HAVE BEEN USED. A LETTER FROM THE CONTRACTOR AND OR THE BUILDING OWNER CERTIFYING WHAT MATERIAL HAS BEEN USED AND ITS COMPLIANCE WITH THE CODE MUST BE SUBMITTED TO THE BUILDING INSPECTOR. voc's SHALL COMPLY WITH LIMITATIONS LISTED IS SECTION 4.504.3 AND TABLES 4.504.1, 4.504.2, 4.504.3, AND 4.504.5 FOR ADHESIVES, PAINTS, COATINGS, CARPET, AND COMPOSITION WOOD PRODUCTS PER CGC 4.504.2 .. 8 CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH voe LIMITS. A LETTER FROM THE CONTRACTOR AND OR THE BUILDING OWNER CERTIFYING WHAT MATERIAL HAS BEEN USED AND ITS COMPLIANCE WITH THE CODE MUST BE SUBMITTED TO THE BUILDING OWNER, 9 FIFTY PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE voe-EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHIPS) LOW-EMITTING MATERIALS LIST OR BE CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RCFI) FLOOR SCORE PROGRAM. 10 PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD (MDF) AND HARDWOOD PLYWOOD USED IN INTERIOR FINISH SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION STANDARDS. A LETTER FROM THE INSTALLER AND OR THE BUILDING OWNER CERTIFYING WHAT MATERIAL HAS BEEN USED AND DOCUMENTING ITS COMPLIANCE WITH THE CODE MUST BE SUBMITTED TO THE BUILDING INSPECTOR. 11 BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALLS AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. 12 THE MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL AND FLOOR FRAMING SHALL BE CHECKED BEFORE ENCLOSURE. MOISTURE CONTENT SHALL BE VERIFIED BY EITHER A PROBE TYPE OR CONTACT TYPE MOISTURE METER. A CERTIFICATE OF COMPLIANCE INDICATING DATE OF TEST, LOCATION AND RESULTS ISSUED BY THE FRAMER SUBCONTRACTOR OR GENERAL CONTRACTOR MUST BE SUBMITTED TO THE BUILDING INSPECTOR. 13 EXHAUST FANS WHICH TERMINATE OUTSIDE THE BUILDING SHALL BE PROVIDED IN EVERY BATHROOM THAT CONTAINS A SHOWER OR TUB. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH CAN ADJUST BETWEEN 50 TO 80 PERCENT, AND SHALL BE ENERGY STAR RATED. 14. INTERIOR MOISTURE CONTROL AT SLAB ON GRADE FLOORS SHALL BE PROVIDED BY THE SOILS ENGINEER RESPONSIBLE FOR THE PROJECT SOIL REPORT PER CGC SECTION 5.505.2.1 ITEM 3. 15. PRIOR TO FINAL APPROVAL OF THE BUILDING, THE LICENSED CONTRACTOR IN CHARGE OF THE OVERALL CONSTRUCTION SHALL COMPLETE AND SIGN THE GREEN BUILDING STANDARDS CERTIFICATION FORM. THE SIGNED FORM SHALL BE GIVEN TO THE BUILDING DEPARTMENT OFFICIAL TO BE FILED WITH THE APPROVED PLANS. 16. HEATING AND AC UNITS SHALL BE SIZED AND SELECTED BY ACCA MANUAL J OR ASHRAE HANDBOOK OR EQUIVALENT. THE DUCT SIZING SHALL BE SIZED IN ACCORDANCE WITH ONE OF THE ACCA METHODS LISTED IN CGC SECTION 4.507.2. 17. LANDSCAPE IRRIGATION WATER USE SHALL HAVE WEATHER BASED CONTROLLERS. ~ 2 ::, 2 X <( 2 0 "' - m N >-zZ 0 <( "'o 2 f-0 00 18. IF PROVIDED, WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF. 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I .... ,_! ' ~------EXISTING AND FINISH GRADE PER LANDSCAPE DRAWINGS------ 1 o, EAST ELEVATION 1 / 4" = 1 '-0" t ...•. r:;]i• .· L'c::'J,. -f 10 []] ' '° I r-, _, .,, I THESE DRAWINGS ARE NOT APPROVED FOR CONSTRUCTION UNLESS SIGNED ABOVE BY THE ARCHITECT, AND APPROVED BY THE OWNER, AND BEAR THE AFFORDABLE DESIGN AND DRAFTING BOB BELANGER, ARCHITECT LOCAL BUILDING AND PLANNING DEPARTMENT APPROVAL STAMPS AND A BUILDING PERMIT HAS BEEN OBTAINED. PHONE: (619) 442-1288 FAX: (619) 442-1288 ~ X ~ 0 "' - m N N n EXTERIOR ELEVATION REFERENCE NOTES (NOTES ARE TYPICAL) [I] ~ [I] EXTERIOR STUCCO FOR THE ENTIRE EXISTING HOUSE AND HOUSE ADDITION, TYPICAL: EXTERIOR STUCCO FOR THE ENTIRE PROJECT: EXTERIOR STUCCO 3-COAT SYSTEM (EXPO STUCCO OR EQUAL) OVER 1 1 /2 x 17 GAGE SF WIRE 3X150 (DAVIS WIRE) OVER 2-PLY "JUMBOTEX" 60 MINUTE BLACK PAPER WATERPROOFING SYSTEM WRAP OVER WALL SHEATHING PER FRAMING PLANS AND SHEAR WALL SCHEDULE OVER STUDS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COLOR AND TEXTURE SHALL BE SELECTED AND APPROVED BY OWNER. NOTE: WEEP SCREEDS SHALL BE MINIMUM 26 GAGE GALV. SHEET WITH A 3 1 /2" ATTACHMENT FLANGE AT OR BELOW THE FOUNDATION PLATE LINE PER ASTM C 926. LOCATE THE WEEP SCREED BOTTOM OT LEAST 4" ABOVE THE EARTH OR 2" ABOVE PAVED SURFACES. WEE SCREEDS SHALL ALLOW TRAPPED WATER TO DRAIN. THE WATER RESISTIVE BARRIER SHALL LAP THE FLANGE. "US TILE" TWO PIECE CLAY "MISSION" TILE, MAX. 11 POUNDS PER SQUARE FOOT, WITH MUDDED RIDGE AND HIP TRIM PIECES. INSTALL ROOFING OVER 2-LAYERS 30# WATERPROOFING FELTS OVER ROOF SHEATHING OVER ROOF FRAMING PER PLAN. INSTALL ALL ROOFING PER ROOFING MANUFACTURER'S RECOMMENDATIONS AND PER ICC ES ER-3523 TO MAINTAIN ROOFING WARRANTEE. CONTRACTOR SHALL PROVIDE OWNER WITH A MINIMUM 20 YEAR MATERIAL AND LABOR ROOFING WARRANTEE FOR THE ENTIRE ROOFING SYSTEM. PROVIDE A CLASS "A" ROOF. NOTE: ROOFING COLOR SHALL BE APPROVED BY OWNER AND COMPLY WITH ELEVATION NOTES. TILE COLOR SHALL BE "BLENDED" AS APPROVED BY OWNER. NOTE: INSTALL ALL TILE AT EAVES WITH FULLY MUDDED BIRDSTOPS. INSTALL PER US TILE RECOMMENDATIONS. NOTE: ALL ROOFS SHALL HAVE TILES LAID DOUBLE FOR ALL HIP AND RIDGE LOCATIONS, WITH TRIPLE HIP ENDS WITH MUD STOPS ONLY. COMPLY WITH ALL AVIARA ARC DESIGN GUIDELINES AND REQUIREMENTS. NEW WINDOWS PER FLOOR PLAN WINDOW NOTES AND LEGENDS. WRAP ENTIRE WINDOW FRAME WITH PENETRATION FLASHING AS INDICATED AND DETAILED, AND PER PENETRATION FLASHING DETAIL SHEET GN-3. INSTALL WINDOWS PER MANUFACTURER'S RECOMMENDATIONS, AND PER DETAIi. 12/A-9, TYPICAL ALL WINDOWS. NOTE: ALSO PROVIDE PENETRATION FLASHING PER DETAIL SHEET GN-3 AND DOOR MANUFACTURER'S RECOMMENDATIONS FOR ALL NEW EXTERIOR DOORS. NOTE THAT ALL WINDOWS AND DOORS WITH GLAZING AND ALL FRENCH DOORS ON THE FRONT ELEVATION AND/OR VISIBLE FROM AVIARA DRIVE SHALL HAVE TRUE DIVIDED LIGHTS. [I] @] []] ' [TI 11] [2] [ill METAL DRIP EDGE, FACIA AND GUTTER PER TYPICAL EAVE DETAIL 9/A-8 WITH 1 '-7" OVERHANGS AND WITH FINISHED CLOSED STUCCO SOFFIT. FOR EAVES AT COVERED ENTRY ROOF, SEE DETAIL 1 O/A-8 AND PROVIDE CLOSED STUCCO SOFFIT. FOR EAVES AT COVERED DECKS, SEE DETAIL 1 O/A-8. COMPLY WITH ALL STRUCTURAL DRAWINGS. CONTINUOUS WALL TO ROOF GALVANIZED METAL "L" FLASHING TO PROVIDE A WATERTIGHT SEAL. INSTALL PER SMACNA RECOMMENDATIONS AND DETAILS 14/A-8, 15/A-8. PAINT ALL EXPOSED FLASHING TO MATCH ADJACENT ROOF TILES. ALSO COMPLY WITH DETAILS 13/A-9 AND 14/A-9 FOR SLOPED ROOFS AND RAKE ROOFS AT ALL LOCATIONS WHERE OCCUR. ALL EXTERIOR FLATWORK AND GRADES SHALL MAINTAIN A MINIMUM SLOPE AWAY FROM THE HOUSE TO DIRECT STORM WATER INTO APPROVED DRAINAGE WAYS PER ALL NOTES SHEET T-1 AND ALL NOTES ON THE FOUNDATION PLAN. THE GRADE SHALL FALL A MINIMUM OF 5% WITHIN THE FIRST 10 FEET, OR 2% FOR IMPERVIOUS SURFACES PER SECTION 1803 OF THE 2007 CBC. DECORATIVE STUCCO CHIMNEY TOP FRAMED WITH 2x STUDS, AND SHEATHED PER STRUCTURAL DRAWINGS. WRAP WITH STUCCO SYSTEM PER NOTE #1 ABOVE. COMPLY WITH ALL GAS APPLIANCE VENTING REQUIREMENTS AND ALL CODES. PROVIDE DECORATIVE PREFABRICATED SHROUD TO BE APPROVED BY OWNER, SEE DETAIL 18/A-9. GUARDRAILS: "WROUGHT IRON" (POWDER COATED STEEL) GUARDRAIL WITH DECORATIVE SPINDLES AND HANDRAIL PER DETAILS 1/A-9, 2/A-9, 3/A-9, 4/A-9, 5/A-9 WHERE APPLY. COMPLY WITH ALL GUARDRAIL NOTES SHEET GN-3. GUARDRAIL SPINDLE STYLE AND COLOR TO BE APPROVED BY OWNER. PROVIDE GUARDRAIL WITH HEAVY POWDER COATED STEEL SUPPORT POSTS WHICH SHALL BE SPACED SIMILAR TO ELEVATIONS, AND NOT TO EXCEED MANUFACTURERE'S SPACING REQUIREMENTS OR RECOMMENDATIONS, AND MAXIMUM 6' -0" o.c .. PROVIDE EXTERIOR COLUMNS TO ACCOMMODATE PLAN DIMENSIONS AND ELEVATION HEIGHTS. FIELD VERIFY FOUNDATION AND FRAMING CONDITIONS PRIOR TO ORDERING COLUMNS. COLUMNS SHALL BE 2.2 LB DENSITY EPS FOAM SHAPED TUSCAN STYLE COLUMNS MANUFACTURED BY "WNC FOAM SHAPES" AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. PREPARE AND FINISH COLUMNS WITH MANUFACTURER'S RECOMMENDED "TUSCAN STONE" FINISH TO BE APPROVED BY OWNER. COLUMN DESIGN SHALL BE SIMILAR TO #502 CAP OVER STRAIGHT ROUND COLUMN OVER #503 BASE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF COLUMN DESIGN AND CONFIGURATON TO OWNER FOR REVIEW AND APPROVAL IN WRITING PRIOR ro ORDERING COLUMNS. COORDINATE COLUMNS WITH STRUCTURAL DRAWINGS AND REQUIREMENTS. FINISH EXTERIOR WALL AT FOOTINGS PER DETAIL 1/A-8 AND 2/A-8 AT SLAB ON GRADE CONDITION. FINISH EXTERIOR WALL AT FOOTINGS PER DETAIL 3/A-8 AT GARAGE SLAB. NOTE THAT ALL EXPOSED FOOTING FACES SHALL BE FINISHED TO MATCH ADJACENT STUCCO COLOR AND TEXTURE (PARGE ALL EXPOSED FOUNDATION WALLS). [DJ FINISH EXTERIOR DECORATIVE COLUMN AT GRADE PER DETAIL B/A-8, [2] COVE WALL WITH ARCHES PER DETAIL 19/A-9. [i]J "ELDORADO STONE" ADHERED TRIM STONE VENEER SYSTEM (MAX. 12 LB/SQ.FT.), TYPE, COLOR AND STYLE TO BE SELECTED AND APPROVED BY OWNER PRIOR TO ORDERING MATERIAL. PREPARE CONCRETE SURFACE AND INSTALL STONE VENEER SYSTEM TO CONCRETE SURFACE WITH TYPE N MORTAR PER ALL MANUFACTURER'S RECOMMENDATIONS, AND DETAIL 12/A-9 WHERE OCCURS. APPLY OVER WALL SHEATHING AS FOLLOWS: APPLY VENEER WITH TYPE N MORTAR BED AND MORTAR JOINT OVER STUCCO SCRATCH COAT OVER MIN, 2 1 /2 POUND GALVANIZED EXPANDED METAL LATH (DIAMOND MESH) SECURED AT 6" O.C. TO STUDS AND WALL SHEATHING, OVER 30# FELTS OVER WALL SHEATHING PER PLAN OVER STUDS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, AND PER DETAIL 12/A-9. NOTE: STONE VENEER SUBSTRATE, PREPARATION, MORTAR/GROUT MIX, AND VENEER INSTALLATION SHALL BE PERFORMED BY A CERTIFIED "ELDORADO STONE" INSTALLER/SUB-CONTRACTOR WITH A MINIMUM OF 7 YEARS EXPERIENCE IN ELDORADO STONE INSTALLATIONS. NOTE THAT ALL MORTAR SHALL BE TINTED WITH A COMPLIMENTARY COLOR TO BE APPROVED BY OWNER. VENEER SHALL COMPLY WITH #ER-356B. ALL VENEER SHALL COMPLY WITH CBC SECTION 1405, AND CRC R703. 7(2). COMPLY WITH STONE VENNER CODE LIMITATIONS PER CRC R703.7(2): 1. MAXIMUM 20 FEET IN HEIGHT ABOVE NONCOMBUSTIBLE FOUNDATION OR STEM WALL. 2. MAXIMUM NOMINAL THICKNESS OF VENEER = 3 INCHES 3. MAXIMUM WEIGHT OF VENEER INCLUDING MORTAR, GROUT, AND LATH = 30 PSF. BAKER-LOPES RESIDENCE 7205 AVIARA DR. DATE: SHEET A-5.1 APN: 215-611-19-00 OF SHEETS ,, ' '.'; I,_. /_i '; l ,-: ~';\• r,-,[ !, . j l 1-.' ( ' t f\ 111· ti,, In I , "' w (.!l ~ l.u (D ..., (D 0 (D "-0 !z w V) z 0 0 z ~ 0:: ,: D w V) V) w 0:: [)._ X w w :r: f- ~ 0 ~ i D 0:: i!: >-~ ~ D w z "' V) ~ w (D ~ GJ i!: w ,;;; 0:: 0 z 0:: w c;j 0 en '<i: :r: ,: ~ ~ <( z D w "' i 0 0:: 0 8 [)._ 0 0 8 0 ::::, D 0 0:: [)._ w 0:: w (D ~ ti z w ,;;; en "' z ~ D D ~ en ~ [)._ w I{] I f- ~ C) ~ 0 0 ; z 0 ::;, ::;, 0 0 "' z ii:: w I{] 0:: ~ ;,ii "' 0 n ~ "' N 12 4 ~i=..' a ~ i''•:···,1 'j"'I' ,, --~'·/·r-,. '\, '. ,,. (a,.J. ' ADDITONAL WINDOW REQUIREMENTS a. WINDOWS SHALL BE ARC APPROVED SIMULATED TRUE DIVIDED LITE WINDOWS "PELLA ARCHITECT SERIES 850", COLOR TO BE "FRENCH ROAST" (BROWN). b. EXTERIOR: ENDURA CLAD, WOOD FRAMES AND WOOD GRILLES (MUNTINS) WITH SEACOAST ALUMINUM CLADDING. c. MUNTINS: PERMANENT WOOD CLAD GRILLES MINIMUM WIDTH 1 1 / 4 INCH WITH SPACERS. ADDITONAL DOOR REQUIREMENTS a. DOORS SHALL BE ARC APPROVED SIMULATED TRUE DIVIDED LITE DOORS "PELLA ARCHITECT SERIES 850", COLOR TO BE "FRENCH ROAST" BROWN, b. EXTERIOR: ENDURA CLAD, WOOD FRAMES AND WOOD GRILLES (MUNTINS) WITH SEACOAST ALUMINUM CLADDING. c. MUNTINS: PERMANENT WOOD CLAD GRILLES MINIMUM WIDTH 1 1/4 INCH WITH SPACERS. ADDITONAL ROOFING REQUIREMENTS a. ROOF TILE BLEND PERCENTAGE SHALL BE 30% BLACK, AND 70% TERRA COTTA. REDLAND P2102261 TERRACOTTA WITH BLACK ----- 2 4 . ,( ~ ~ J':_ . ·. ' ' ~ '~.J. :.,-.,! . i--· ' "( . :D~ ',',','/;rn,',',,,,,'',','~,,··',,, w ~,.',' Im f-+- f-+- f-+- ' ' ' ' e•I·~+~ ,, +"J•±,·•H"J, , ,,,.,,1.1~,: "'''j'✓,,,, ,_, ,v•-!,-.J. ,! · 1-··f +--+~·-l ··k-4·¾{/•H-z'·•i~--~:r~~(~+---~---l-· .~~-J If''¼" PROJECT COLOR INFORMATION ROOF TILE: A BLEND OF REDLAND P1102011 TERRACOTTA AND REDLAND P2102261 TERRACOTTA WITH BLACK FACIA AND GUTTER: VALSPAR LIGHT MINK STUCCO: EXPO STUCCO COLOR #57 (STANDARD COLOR) SANTA BARBARA FINISH WINDOWS AND DOORS: PELLA "FRENCH ROAST" BROWN. GUARDRAILS: COLOR TO BE BLACK NOTE: ALL COLORS SHALL BE PER APPROVED COLOR BOARD. l . .1, . i , .. I ],--l--- '1 "'3"f i 't .,,,.,,""" r"!' -~ •·7""-~-~i---"••J ' -- -= ~r,~ ~~1% ',,o'' . . ' . . . . . ,.~ FT'l -n : !,~:j:.J J/~ •!•)c-,-!,-·-~ ·-!-· !· -!-t _,.J., Jz, }- 'rJ?'·½~ . 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' : ' ' I I : ' , • , , I I I I I 111 ! I • , I i j I ! I ! II ! , ' ' ; i 10ISIM. .7 , ,L .i,, \_,,J, J.-.,l~~-·-,~~-i~--!,,~,-~ .. -)_.-~~--s!,-,J_,. I, I .i I ,, . ! ,J , ' '·.,~~--~-- ,,.,__ 'r ,;~J,,L~ L. .. , " ' l#\Y·-f•· ,! ··-l· 't ' --[, I /. u ~ 'Y~T-.1,,_\, ,_,_, -1-"• {,"\ k ~ ' i· ! ··-!-· ,J,, '"* ;, f J:,, ' ',' ' ' ,--------,._ ' - I I Ii I i ~1, ,,,,',ITf'w,,,' ,-.,, '1 ,, 1 1 • I ! , i' ' ~,' '. i y', '1'1'1 :!I!, •• iii. ,, ,' ~•..---,--n: -1·r-1T~- ' ' : : I i ! : i ! 1 11 • I 1 : , I , , 1 1 : . I ! I ' i , •-,' 7-,-,-,---1 1, i', ,-,-- ; i i I ! ! i 11 i I I J.J 11 ! i _ '---•---- . I I I ' I . , 1 ' ' I V, ---. ~....-, : i I ,_' I ! I ; I ' I I i I ! 1 ' j i ! ! i : · , I 1 ' 1 , I , I j I I , 1--~ ~' ~·~··. ·-_-1 ___ 1T·-:-,: , , " I ' , ' I ' I 1 ' ' ' I i i I I • : • 11 ! , I I : 1 1 111 ,,,, v '/I'•',' --i2J --i1l iIJ HOUSE ATTIC VENT CALCULATION / REQUIREMENTS TOTAL HOIUSE ATTIC AREA = APPROX. 3430 SQ.FT.; 3430/300 = 11.5 SQ.FT. REQUIRED HIGH VENT AREA: (12) MEDIUM PROFILE "M" VENTS = 12 x .6 SQ.FT. = 7.2 SQ.FT. HIGH VENT AREA: (12) MEDIUM PROFILE "M" VENTS = 12 x .6 SQ.FT. = 7.2 SQ.FT. TOTAL VENT AREA PROVIDED = 14.4 SQ.FT. CONTRACTOR TO PROVIDE: TOTAL (24) O'HAGIN EMBER RESISTANT MEDIUM PROFILE SHAPED "M" ATTIC VENTS WITH 1/8"x1/8" GALV. METAL MESH SCREEN. LOCATE 12 VENTS LOW AND 12 VENTS HIGH TO PROVIDE BALANCED AIR FLOW. DISTRIBUTE VENTS EQUALLY THROUGHOUT ENTIRE ROOF AREA PER CODES. INSTALL VENTS PER MANUFACTURER'S RECOMMENDATIONS. EACH ATTIC VENT SHALL PROVIDE MIN .. 6 SQ.FT. NET VENTILATING AREA. (NOTE: VENTS NOT SHOWN) NOTE: HIGH VENTS SHALL BE LOCATED NEAR THE ROOF RIDGES, WITHIN THE UPPER THIRD OF THE ATTIC SPACE, AND LOW VENTS SHALL BE LOCATED NEAR THE EAVES, IN THE LOWER THIRD OF THE ATTIC SPACE. EQUALLY DISTRIBUTE VENTS HIGH AND LOW THROUGHOUT THE ENTIRE ROOF AREA TO PROVIDE A BALANCED SYSTEM. ,----EQUALLY DISTRIBUTE VENTS BOTH SIDE OF RIDGE FOR ENTIRE ROOF 0:: 0 w '--.....:~~~----~---------_J~~ o._I :::, r 50% VENTS HIGH I ATTIC ~VENTSLOWI~~ PROJECT COLOR INFORMATION ROOF TILE: A BLEND OF REDLAND P1102011 TERRACOTTA AND REDLAND P2102261 TERRACOTTA WITH BLACK FACIA AND GUTTER: VALSPAR LIGHT MINK STUCCO: EXPO STUCCO COLOR #57 (STANDARD COLOR) SANTA BARBARA FINISH WINDOWS: SIERRA PACIFIC WOOD CLAD, DARK CHOCOLATE GUARDRAILS: COLOR TO B[ BLACK NOTE: ALL COLORS SHALL BE PER APPROVED COLOR BOARD. VALLEY FLASHING: EXPOSED VALLEY FLASHING SHALL BE MINIMUM 24 GAGE CORROSION RESISTANT METAL INSTALLED OVER A MINIMUM 36" WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY. FLASHING AND SHEET METAL NOTES: ALL ROOF FLASHING, ROOF PENETRATION AND WALL PENETRATION FLASHINGS SHALL COMPLY WITH ALL PERTINENT CODES AND REGULATIONS, AND SHALL COMPLY WITH THE "ARCHITECTURAL SHEET METAL MANUAL", CURRENT EDITION, OF THE SHEET METAL AND AIRCONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA). TAKE FIELD MEASUREMENTS TO ASSURE PROPER DIMENSIONS FOR ALL WORK. MINIMUM SHEET METAL GAGE SHALL BE AS RECOMMENDED BY SMACNA FOR THE INSTALLATION. NON-CORROSIVE FASTENERS AS RECOMMENDED BY SHEET MANUFACTURER. THE PLANS AND SPECIFICATIONS ARE NOT INTENDED TO DEPICT EACH AND EVERY DETAIL. AS THE PARTY IN THE FIELD, THE CONTRACTOR OR OWNER/BUILDER AND ALL SUBCONTRACTORS ARE IN THE BEST POSITION TO VERIFY THAT ALL CONDITIONS ARE COMPLETED TO PROVIDE A WATERTIGHT STRUCTURE. THE CONTRACTOR OR OWNER/ BUILDER AND ALL SUBCONTRACTORS SHALL DO SO. rn f-1 -::: r 'I I ' • ! ,, : i , I 11 , , I i ' : j I i i I I I ! I i ' ' ' ' r ' I I ' ! I ' i I i ' I ' i , I 1 ' 1 ' i I I • I "', '1 1, 11 1: i I I , , I , • • L;_l_l_l_i__i_i i_j_ 'I/ []] ' / NOTE: ALL EXTERIOR WOOD FACIAS, METAL DRIP EDGES, WOOD TRIMS, AND WOOD BEAMS SHALL BE PREPARED, PRIMED AND PAINTED AS APPROVED BY OWNER, TYPICAL FOR THE ENTIRE HOUSE. ' ~~------EXISTING AND FINISH GRADE PER LANDSCAPE DRAWINGS--------- 10 SOUTH ELEVATION 1 / 4" = 1 '-o" -, 10 THESE DRAWINGS ARE NOT APPROVED FOR CONSTRUCTION UNLESS SIGNED ABOVE BY THE ARCHITECT, AND APPROVED BY THE OWNER, AND BEAR THE LOCAL BUILDING AND PLANNING DEPARTMENT APPROVAL STAMPS AND A BUILDING PERMIT HAS BEEN OBTAINED. 1 1 OI AFFORDABLE DESIGN AND DRAFTING BOB BELANGER, ARCHITECT PHONE: (619) 442-1288 FAX: (619) 442-1288 1 1 OI BAKER-LOPES RESIDENCE 7205 AVIARA DR. APN: 215-611-19-00 NOTE: ALL EXTERIOR FASTENERS USED TO SECURE SIDINGS, TRIMS, FACIAS, DRIP EDGES, DECORATIVE BEAMS AND ALL SIMILAR ITEMS SHALL HAVE A NON-CORROSIVE FINISH APPROPRIATE FOR EXTERIOR APPLICATIONS, NOTE: ALL DOWNSPOUT LOCATIONS SHALL BE APPROVED BY OWNER, (NOT SHOWN) PAINT DOWNSPOUTS TO MATCH ADJACENT STUCCO. NOTE: PLUMBING VENTS ARE NOT SHOWN. NOTE THAT ALL PLUMBING VENTS SHALL BE LOCATED IN ORDER TO COMPLY WITH BUILDING AND MECHANICAL CODE REQUIREMENTS. INSTALL ALL PLUMBING VENTS THROUGH ROOF WITH PROPER CLEARANCES FROM ALL ROOF DECKS, WALLS, WINDOWS, AND INTAKE VENTS. COORDINATE WITH FRAMING. DATE: SHEET A-5.2 OF SHEETS \ !Qi ';(i br- !ri ' ,,, ro • < ·1 !Ii ' 'th, l)IJ " ti : ' " J ! ll ,, L °' w " z :5 w (D , Ill 0 OJ u.. 0 f-z w en z 0 u z ~ "' 3: 0 w en en w "' a. X w w I f- f-::::, 0 i'= 3: ~ ;t 0 "' I f- >-z -< ~ 0 w z " en ~ w (D ~ c;:; I f- w "' -< "' 0 z -' I " t 0 (.) ~ z 0 ::s ::s 0 (.) C) z I 5' w I " -I~ ' I ,·,: ''\ . 12 4 TYP.~n; i ' ' I ' XXXX'£:£/.Y;ff,XXl 'W rl • [ill] [J] 0 I CLOSET I I CLOSET - I =,.C [ill] [2] [J] 0 DINING LIVING ~ r· ___ .,.,,,-· i I ~ NOTE: INSULATION AT NEW CEILINGS BELOW FLAT ROOFS AND DECKS SHALL BE "AIR-IMPERMEABLE" RIGID INSULATION BOARDS INSTALLED WITH INSULATION MANUFACTURER'S RECOMMENDED ADHESIVE. INSTALL WITH DIRECT CONTACT AND TIGHT TO THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING. INSULATION BOARDS SHALL MEET THE REQUIREMENTS OF CRC R806.4, AND SHALL BE CUT TO FIT TIGHT ALL 4 EDGES TO FRAMING MEMBERS (NO VOIDS). THERE SHALL BE NO INTERIOR VAPOR RETARDER INSTALLED ON THE CEILING SIDE OF THIS INSULATED AREA. [ill] MEZZ.o [2] ~ '.a- l - [ill] ' <O I "' "' [J] 0 ------- ---- CORRIDOR 2 GREAT ROOM COVERED PATIO ---- BUILDING SECTION A A-6 1/4" = 1'-0" ' i' . I ' ' ' . ""· -- i !' I, :I :1 ,j ' i 'I .! ~~ ci I 6 'I ' IR IR 6 I • ri TOP PLATE [ill] [J] [J] BDRM.#4 CLOSET BDRM.#3 I I STAIRWELL [J] FIN. FLR. _,U I [2] [2] TOP PLATE [J] [J] [J] GALLERY POWDER LAUNDRY FIN. FLR. TOP PLATE FIN. FLR. TOP PLATE FIN. FLR. 0 ' "' 0 BUILDING SECTION B A-6 1/4" = 1'-0" BUILDING SECTION SHOWN IS DIAGRAMMATIC ONLY, AND DOES NOT SHOW STRUCTURAL MEMBERS INCLUDING TRUSSES, JOISTS, BEAMS AND FOOTINGS. BUILDING SECTIONS DO NOT INDICATE DIRECTION OF FRAMING MEMBERS. SECTION IS PROVIDED ONLY TO SHOW CEILING HEIGHTS, FLOOR HEIGHTS, INSULATIONS AREAS, AND TO REFERENCE DETAILS. REFER TO ALL STRUCTURAL DRAWINGS AND DETAILS FOR ALL STRUCTURAL INFORMATION INCLUDING TRUSSES, JOISTS, BEAMS, FOOTINGS, DIRECTION OF SPANS AND BEARING LOCATIONS, TYPICAL FOR THE ENTIRE HOUSE. 0 ' "' - 0 - f ' ; I INSULATION NOTES FOR THE ENTIRE HOUSE [j] ~ PROVIDE R-38 FIBERGLASS BATT INSULATION ABOVE CEILINGS, IN ATTIC SPACE WHERE LIVING AREAS OCCUR BELOW ROOFS, TYPICAL FOR THE ENTIRE HOUSE LIVING AREA. PROVIDE R-19 FIBERGLASS BATT INSULATION IN ALL INTERIOR FRAMED WOOD FLOORS TYPICAL FOR THE ENTIRE HOUSE FLOOR FRAMING INCLUDING INTERIOR AREAS. (FOR DECK FRAMING AREAS, SEE NOTE 4 BELOW). ~ PROVIDE R-19 FIBERGLASS BATT INSULATION IN ALL 2x6 WALLS OR LARGER, INTERIOR AND EXTERIOR FOR THE ENTIRE HOUSE. PROVIDE R-13 FIBERGLASS BATT INSULATION FOR ALL INTERIOR 2x4 WALLS, TYPICAL ALL INTERIOR WALLS THROUGHOUT THE HOUSE. @J PROVIDE R-19 AIR-IMPERMEABLE RIGID INSULATION BOARD ABOVE CEILINGS, IN JOIST SPACE WHERE LIVING AREAS occug BC:LOW ROOF DECKS, TYPICAL FOR ALL ROOF DECKS. [[] [[] NOTE: INSULATION AT NEW CEILINGS BELOW FLAT ROOFS AND DECKS SHALL BE "AIR-IMPERMEABLE" RIGID INSULATION BOARDS INSTALLED WITH INSULATION MANUFACTURER'S RECOMMENDED ADHESIVE. INSTALL WITH DIRECT CONTACT AND TIGHT TO THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING. INSULATION BOARDS SHALL MEET THE REQUIREMENTS OF CRC R806.4, AND SHALL BE CUT TO FIT TIGHT ALL 4 EDGES TO FRAMING MEMBERS (NO VOIDS). THERE SHALL BE NO INTERIOR VAPOR RETARDER INSTALLED ON THE CEILING SIDE OF THIS INSULATED AREA. PROVIDE CLASS I OR II VAPOR BARRIER INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING PER CODES AND PER MANUFACTURER'S RECOMMENDATIONS. SUBMIT SHOP DRAWINGS OF PROPOSED VAPOR BARRIER TO OWNER AND ARCHITECT FOR REVIEW AND WRITTEN APPROVAL PRIOR TO ORDERING MATERIALS. COMPACTED HOUSE PAD AND BASE SHALL COMPLY WITH ALL SOILS REPORT RECOMMENDATIONS, AND ALL NOTES SHEET T-1, AND STRUCTURAL DRAWINGS, AND GN SHEETS. ALL HOUSE PA0 AND BASE AREAS SHALL BE CERTIFIED COMPACTED PER PROJECT SOILS REPORT PREPARED BY "APPLIED CONSULTANTS" FOR THIS PROJECT AND ALL STRUCTURAL DRAWINGS, NOTES AND REQUIREMENTS. GYPSUM BOARD NOTES: 1 GYPSUM BOARD TYPE AND FINISH SHALL BE AS INDICATED ON THE FLOOR PLAN FINISH NOTES. TAPE, TEXTURE, PRIME AND PAINT ALL GYPSUM BOARD WITH TEXTURE AND COLOR TO BE APPROVED BY OWNER. ALL GYPSUM BOARD SHALL BE 5/8" THICK UNLESS OTHERWISE NOTED. PROVIDE ROUNDED CORNER BEAD, TYPICAL. SOFFIT REFERENCE NOTES: PROVIDE STUCCO SOFFITS AT COVERED ENTRY, COVERED PATIOS, COVERED PORCHES, 0 CANTILEVERED OVERHANGS, AND ALL ROOF EAVES. STUCCO SOFFITS SHALL BE 7 /8" THICK EXTERIOR 3-COAT SYSTEM OVER 3/8" RIB LATrl WITH INTEGRAL WATERPROOF PAPER Sil.CKER (DAVIS WIRE) OVER FRAMING MEMBERS PER STRUCTURAL DRAWINGS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COLOR AND TEXTURE SHALL BE APPROVED BY OWNER (SANTA BARBARA). I/ ! ! j'. ·;,,' _·:--: -:>" ,;" 11 ' \\ // ~-, I i .° C i : i I I II i I ' I /1 ' ·, ' '' /, Ii I ' ' ' ' I' i![ I :' ; : --,_-' ; ~ ::v ' _/ __ _ ,'' i--------- I! 1 I[ 1 ii , '1 · ii I , ' ' ' : ! i I ii I · ! 1! • ' , t i... __ il .... ' ' ( ' 1B (/ ( ' ' I i "", ' .. ,1. --,, ' i I I .i / /·" : ··} ,>\ I I -'.J. -' ' r--, 0 -- i I I GARAGE -0 xi -0 / " !I 1 1 ' ' I 0 "' I il il i il:1 -< I ! , ' ' I I! , V . , ' 00 I I'- 12" FOR ' 0 I 0 -' 00 I I'- 1 O" FOR SMALL ARCHES ROUNDED CORNER ---·-' ... ~· L. \ OPEN TYPICAL HALL ARCH 1/2" = 1'-0" SEE DETAIL 24/A-8 FOR INTERIOR STAIR HANDRAILS. COMPLY WITH ALL STAIR AND HANDRAIL AND GUARDRAIL NOTES SHEET GN-3. "' :::, "' z :,; ' <D I I'- ' CEILING 00 I <D LANDING CEILING ( I ~ ~ ~lw I -10 I'-f--z 8'1& °'.1 cl ~Id LANDING I NOTE: PROVIDE INCREASED HEADROOM WHERE INDICATED ON PLANS AND BY STAIR NOTES. MINIMUM HEADROOM AT STAIRWAYS & LANDINGS NOT TO SCALE LARGE ARCHES -----~ ROUNDED CORNER !~ BEAD, TYPICAL. OPEN BUILDING SECTION C A-6 TYPICAL LARGE ARCH 1 / 4" = 1 '-0" THESE DRAWINGS ARE NOT APPROVED FOR CONSTRUCTION UNLESS SIGNED ABOVE BY THE ARCHITECT, AND APPROVED BY THE OWNER, AND BEAR THE LOCAL BUILDING AND PLANNING DEPARTMENT APPROVAL STAMPS AND A BUILDING PERMIT HAS BEEN OBTAINED. AFFORDABLE DESIGN AND DRAFTING BOB BELANGER, ARCHITECT PHONE: (619) 442-1288 FAX: (619) 442-1288 1/2" = 1'-0" BAKER-LOPES RESIDENCE 7205 AVIARA DR. APN: 215-611-19-00 DATE: SHEET A-6 OF SHEETS ', f,i p, " ';, ,,, " '(r ;!'-