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Home My WebLink AboutCDP 2019-0008; WAILES REMODEL; Administrative DeterminationA B C D 1 NOTES GENERAL NOTES 1. THE DRAWINGS REFLECT GENERAL ARRANGEMENT, DESIGN AND EXTENT OF WORK, AND ARE NOT TO BE SCALED FOR MEASUREMENTS. THE DRAWINGS ARE PARTLY DIAGRAMMATIC AND ARE NOT INTENDED TO BE AN EXACT REPRESENTATION OF FIELD CONDITIONS OR TO SERVE AS THE CONTRACTOR'S SHOP DRAWINGS. 2. AT ANY TIME SHOULD CONDITIONS ARISE WHEREIN THE INTENT OF THE DRAWINGS ARE IN DOUBT, OR WHERE THE DRAWINGS ARE IN CONFLICT WITH EACH OTHER, OR WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ARCHITECT SHALL BE NOTIFIED AT ONCE FOR CLARIFICATION. 3. "EXISTING","+/-", "SIZE TO FIT" AND SIMILAR PHRASES REQUIRE THE CONTRACTOR TO VERIFY AND COORDINATE DIMENSIONS AND CONDITIONS INDICATED IN THE DRAWINGS WITH THE ACTUAL FIELD CONDITIONS. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR DIRECTION ON HOW TO PROCEED. 4. DIMENSIONS SHOWN ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 5. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR EQUIPMENT ANCHORAGE, HVAC, PLUMBING, LIGHTING, COMMUNICATION, AND DATA AND POWER REQUIREMENTS. 6. THE ARCHITECT AND OWNERS' CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED Bl PHENYL (PCB) OR OTHER TOXIC SUBSTANCES. 7. CONTRACTOR SHALL CONTACT OWNER 48 HOURS IN ADVANCE OF ANY RESTRICTION OF OWNER ACCESS OR UTILITY OUTAGES. AUTHORIZATION FROM OWNER TO BE RECEIVED IN WRITING. 8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK. AT ANY TIME SHOULD ANY CONDITIONS ARISE WHEREIN THE INTENT OF THE DRAWINGS IS IN DOUBT OR WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND FIELD CONDITIONS THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING FOR CLARIFICATION. 9. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY AND CHARGE OF AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK OR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 10. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY OF ALL PARTIES PRESENT ON THE JOB SITE IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. 11. THESE DRAWINGS ARE FOR PERMIT ONLY. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ADDITIONAL DETAILS AND REQUIRED COORDINATION DURING CONSTRUCTION. 12. STANDARD CONSTRUCTION DETAILS SHALL APPLY WHERE ND SPECIFIC DETAILS OR SECTIONS ARE PROVIDED. 13. SUB-CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE COMMENCING ANY PORTION OF THE WORK, AND SHALL NOTIFY CONTRACTOR IMMEDIATELY OF AND DISCREPANCIES OR DEVIATIONS FROM THE DRAWINGS WHICH IN FACT EXIST, OR WHICH MAY BE CHANGED TO ACCOMMODATE THEIR WORK. 14. PROJECT SHALL COMPLY WITH BUILDING DIVISION PROCEDURE 1-10 SURVEY REQUIREMENT COASTAL ZONE. A CALIFORNIA LICENSED SURVEYOR SHALL PERFORM VERIFICATION OF CONSTRUCTION IN PROGRESS AT THE FOLLOWING POINTS OF CONSTRUCTION: FOUNDATION, EACH FLOOR, ROOF AND FINAL (PRIOR TO FINAL BUILDING INSPECTION APPROVAL). 15. A COMPLETE SET OF STRUCTURAL CALCULATIONS, ENERGY CALCULATIONS, AND CALIFORNIA TITLE 24 ENERGY FORMS SHALL BE REQUIRED AT TIME OF PLANS SUBMITTAL TO THE BUILDING DIVISION FOR PLAN CHECK. 16. A FORM OR FOUNDATION SURVEY SHALL BE REQUIRED PRIOR TO PLACEMENT OF CONCRETE TO SHOW THE LOCATION OF THE NEW STRUCTURE IN RESPECT TO THE PROPERTY LINES, KNOWN EASEMENTS, AND KNOWN SETBACK LINES. 17. THE DEVELOPER SHALL MONITOR, SUPERVISE AND CONTROL ALL BUILDING CONSTRUCTION AND SUPPORTIVE ACTIVITIES SO AS TO PREVENT THESE ACTIVITIES FROM CAUSING A PUBLIC NUISANCE, INCLUDING, NOT NOT LIMITED TO, STRICT ADHERENCE TO THE FOLLOWING: A) BUILDING CONSTRUCTION WORK HOURS SHALL BE LIMITED TO BETWEEN 7 AM AND 6PM MONDAY THROUGH FRIDAY, AND ON SATURDAY 7AM TO 6PM FOR WORK THAT IS NOT INHERENTLY NOISE-PRODUCING. EXAMPLES OF WORK NOT PERMITTED ON SATURDAY ARE CONCRETE AND GROUT POURS, ROOF NAILING AND ACTIVITIES OF SIMILAR NOISE-PRODUCING NATURE. NO WORK SHALL BE PERMITTED ON SUNDAYS AND FEDERAL HOLIDAYS (NEW YEAR'S DAY, MEMORIAL DAY, JULY 4TH, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY) EXCEPT AS ALLOWED FOR EMERGENCY WORK UNDER THE PROVISIONS OF THE OCEANSIDE CITY CODE CHAPTER 38 (NOISE ORDINANCE). B) THE CONSTRUCTION SITE SHALL BE KEPT REASONABLY FREE OF CONSTRUCTION DEBRIS AS SPECIFIED IN SECTION 13.17 OF THE OCEANSIDE CITY CODE. STORAGE OF DEBRIS IN APPROVED SOLID WASTE CONTAINERS SHALL BE CONSIDERED COMPLIANCE WITH THIS REQUIREMENT. SMALL AMOUNTS OF CONSTRUCTION DEBRIS MAY BE STORED ON SITE IN A NEAT, SAFE MANNER FOR SHORT PERIODS OF TIME PENDING DISPOSAL. 2 PROJECT LOCATION Armyar,df..'t.! Navy Academy'i"' 9 ~:~"!Sl:Allc Cypr~~s Avenue B~ach AccEl!~.s '\ \\ cam f , Ne'j/Y Villa.ge.o.rts ' Mclain Pi-opfunies ,2729 ocean Street Ocean Palms -Beach Resort ' Starbiucks CARLSBAD m landmarkSign ., Y ~. ,c;-Sefior'G Daily News Ca.fe f PROJECT DIRECTORY OWNER BOB & RENEE WAILES 2729 OCEAN STREET CARLSBAD, CA 92008 GENERAL CONTRACTOR T.B.D. STRUCTURAL ENGINEER SUN STRUCTURAL ENGINEERING 2091 LAS PALMAS DRIVE, SUITE 'D' CARLSBAD, CA 92011 P: 760.4381188 CIVIL ENGINEER N.A. LANDSCAPE ARCHITECT --. -···-~--·· --N. A. ARCHITECT BGI ARCHITECTURE 2091 LAS PALMAS DRIVE, SUITE D CARLSBAD, CA 92011 P: 760.438.2963 BGIARCHITECTURE.COM GOVERNING AGENCY CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 P: 760-602-4600 SOILS ENGINEER GEOSOILS, INC 5741 PALMER WAY CARLSBAD, CA 92010 P: 760.438.3155 T-24 N.A. PROJECT DESCRIPTION PROJECT ADDRESS APN NO. ZONE LEGAL DESCRIPTION OVERLAY ZONE LOT SIZE LOT COVERAGE SETBACKS (EXISTING) OCCUPANCY TYPE OF CONSTRUCTION NO. OF STORIES HEIGHT PROJECT AREA GOVERNING CODES 3 PROJECT DATA THE PROPOSED PROJECT IS AN INTERIOR REMODEL TO THE EXISTING RESIDENCE. THE INTERIOR REMODEL CONSISTS OF THE FOLLOWING: • MAIN FLOOR -THE CONVERSION OF AN EXISTING MUD ROOM AND ENTRY CLOSET INTO A WET BAR (77+/-S.F.). • BASEMENT -THE ADDITION OF A NEW WINE CELLAR INSIDE THE EXISTING CRAWLSPACE (130 +/-S.F.) NO ADDITIONAL SQUARE FOOTAGE IS BEING ADDED TO THE EXITING HOUSE FOOTPRINT AND THERE ARE NO EXTERIOR CHANGES TO THE EXISTING ROOF, EXTERIOR WALLS, OR SITE. 2729 OCEAN STREET CARLSBAD, CA 92008 203-140-27 -00 R-3, GENERAL PLAN: R-23 LOTS #32 & 33, BLOCK A, CITY OF CARLSBAD, CALIFORNIA COASTAL 6,969 S.F. (139.38'x50') NO CHANGE FRONT: 10'-0" REAR: STRINGLINE SIDE: 3'-0" RESIDENTIAL R-3 TYPE VB (NON-SPRINKLED) 2 STORIES OVER A BASEMENT 30'-0" MAX. FROM EXISTING GRADE EXISTING: EXISTING MAIN FLOOR AREA: EXISTING SECOND FLOOR AREA: EXISTING BASEMENT FLOOR AREA: (E)TOTAL: NEW: NEW BASEMENT FLOOR AREA (WINE CELLAR): TOTAL W/ ADDITION: 1,376.00 S.F. 1,948.00 S.F. 894.00 S.F. 4,218.00 S.F. 130 S.F. 4,348.00 S.F. NOTE: NO NEW S.F. ADDED TO THE MAIN FLOOR OR THE SECOND FLOOR, TYP. NO NEW S.F. ADDED OUTSIDE THE EXISTING BUILDING PERIMETER/FOOTPRINT, TYP. THE 2016 EDITIONS OF THE CALIFORNIA BUILDING CODES SHALL APPLY: • 2016 TRIENNIAL EDITION OF CALIFORNIA CODE OF REGULATIONS TITLE· 24 (CALIFORNIA BUILDING STANDARDS CODE) ' a. PART 2: 2016 CALIFORNIA BUILDING CODE b. PART 2.5: 2016 CALIFORNIA RESIDENTIAL CODE c. PART 3: 2016 CALIFORNIA ELECTRICAL CODE d. PART 4: 2016 CALIFORNIA MECHANICAL CODE e. PART 5: 2016 CALIFORNIA PLUMBING CODE f. PART 6: 2016 CALIFORNIA ENERGY CODE g. PART 9: 2016 CALIFORNIA FIRE CODE h. PART 11: 2016 CALIFORNIA GREEN BUILDING CODE (CALGreen Code) • AMENDMENTS TO THE CITY OF CARLSBAD ADMINISTRATIVE CODE FOR BUILDING REGULATIONS T-1 AC-1 A-0.0 A-0.1 A-0.2 A-1 A-2 A-3 A-4 AD-1 CG-1 4 SHEETS PROJECT TITLE SHEET SITE PLAN EXISTING -MAIN FLOOR PLAN EXISTING -SECOND FLOOR PLAN EXISTING -BASEMENT FLOOR PLAN PROPOSED FLOOR PLANS AND SECTION EXISTING & NEW ELEVATIONS (NO CHANGE TO ELEVATIONS) INTERIOR ELEVATIONS SCHEDULES ARCHITECTURAL DETAILS CAL GREEN SPECIFICATIONS CITY OF CARLSBAD Administrative Permit ExibitNo. A-H: :·" r;;;; IF'_, ~I' ife· ~ Rlk.,v -=i t1 -~ SEP l 9 2019 C!TY OF CARLSBAD PLANNl~JG CiVISION I have reviewed l'lese construction documents and have approved th"'1rc~nlE111ts as Including i:ill of the design as~ I had previously authorized. ! underatani:I my project will be consttuctei:I as specifiecl by these construction i:IOOJments. Signature Doto ARCHITECTURE I DESIGN BGI ARCHITECTURE Beery Group Inc. 2091 Las Palmas Drive, St. D Carlsbad, CA 92011 (760) 438-2963 bgiarchitect. com This d<:cument is the property of Johns. Beery, Architect. A.IA Any unauthorized use or reproduction ofthie document, In whole orp;;rt, is prot,ibited. ..J w C 0 ~ w I-co ~ UJ 0 UJ 0 C'\I er: w 0) I-u (/) <( z () z w <( - C UJ 0 0 <( -ti) 0~ w 0) .....J ~ C'\I er: r-,.... <( ti) C'\I () w ..J -<( ~ REVISIONS By Date 05.03.2019 Scale NO SCALE Drawn by BPB Job No. 1901 Sheet Name TITLE SHEET Sheet No. T-1 A B C D 1 EXISTING GRADE CONTOUR LINES, TYP. I I I I I ' I I / I I I J I I I I I I I SITE PLAN 1/8" = 1'-0" 2 3 -EXISTING SETBACK 3'-0" GATE EXISTING SETBACK ~ w w D:'.'. 1-,- CI) z <( w 0 0 I REFERENCE NORTH TRUE NORTH SUMMARY TABLE ADDRESS SITE USE/ZONE PROPOSED USE BUILDING COVERAGE LANDSCAPE/UNIMPROVED PARKING SPACES 2729 OCEAN STREET CARLSBAD, CA 92008 6,969 S.F. = 16% R-3 SINGLE FAMILY RESIDENCE SAME AS EXISTING 2,159S.F.I31% 6%/33% EXISTING 2 EXISTING 4 ~-------------------.: PRELIMINARY i ' NOT FOR CONSTRUCTION i ' ,L.......----------------~, ·-------------------------------------------------------------· CDP2019-0008 KEYNOTES 01. 8'-0" +/-HIGH MASONRY LANDSCAPE COURlYARD WALL WI STUCCO FINISH. 02. 6'-0" x 6'-8" PAIR SOLID OAK DOORS. GENERAL NOTES ARCHITECTURAL LEGEND 0 0 ~ 0- <( (;> ◄A-1 27.i.7-227.i.7-l.Z ?:JY:OJ:J:JJ:OJ:Jy:J., Doors Windows Keynote Wall Type Interior Elevation Storefront Elevation Building Elevation New Wall Existing Wall Demolition Insulation overhead Centerline Property Line Revision NOTE: NOT ALL SYMBOLS SHOWN ABOVE ARE USED IN THIS SET OF DRAWINGS. I have reviewed these oonstruction documents and have approved their conleflts as including all of the design aspects I ~ad previously autt-,or.zed. I undei;stand my pitjecl will be c:onslructed as specified by lhese construction doC\.lmenls. Signature Dale ARCHITECTURE I DESIGN BGI ARCHITECTURE Beery Group Inc. 2091 Las Palmas Drive, St. D Carlsbad, CA 92011 (760) 438-2963 bgiarchitect.com This document is the property of John s_ Beery, Architect, A.IA Any unauttiori~ use or reproduction of this document. h whole or part, is prot'.ibited. ..J w C 0 ::aE: w ~ co ~ w 0 w 0 N 0:: w 0) ~ 0 U) <( z () z w <( - C WO () <( -ca en 0 U) w 0) ....J ~ N 0:: ,-.... <( en N () w ..J -<C ~ REVISIONS By Date 05.03.2019 Scale 1/8" = 1 '-0" Drawn by BPB Job No. 1901 Sheet Name ARCHITECTURAL SITE PLAN Sheet No. AC-1 1 2 A I \ B GREAT ROOM [fil A-2 ► ' C DINING MAIN FLOOR [EJ TERRACE I 00 I \ \ " ,_ ---/ / I I . EXISTING -MAIN FLOOR PLAN {DEMOLITION PLAN) 1/4" = 1•-ou D ------------- MAIN FLOOR STAIRWELL OD A-2 I I ,>------<Hl---~-"7irr -----L // I '-r / r -" LAUNDRY '\ V SCOPE OF WORK '-/ II , [fil I l SEE SHEET A-1 /, \ II II@) , / I II ' I I lc--~l}~-+--<if === I/ I 1051061 ~ r i MUD ROOM I -----r;:='=--=-===I ::::;i Ii_~: m,I -~ V I ~ ,\ : I L'.':'J ' I F -d 1 I aazJZ/ZZJZ/ZZ/Z ;,i._ CLO. /r§m-== / ~ ,f' "" -01f--~ V V ' / POWDER I BATHROOM -----[Que ' I \ r l --------- / ENTRY []TI KITCHEN ~ V -J -~ .... A-2 . I / I 3 GARAGE m ◄A-2 REFERENCE NORTH TRUE NORTH 4 -;.:-.:.--c:.--::c-.:.--c:.-c._--_--_-_--_--_-_--_--_-_--_--_-_--_--_-_--_-_--_----------------------------~---1 PRELIMINARY! ' NOT FOR CONSTRUCTION : • _'--_-__ -__ -_-__ -__ -__ -__ -_-__ -__ -_-__ -_-_-__ -__ -_-__ ---_---__ -__ ---_-__ cc __ :-c_::: __ c:-__ :-c_::: __ ,:-__ :::_:::_::: __ :::::' __ ~ CDP2019-0008 KEYNOTES 01. DEMO EXISTING (PARTITION) WALL 02. DEMO EXISTING (PARTITION) WALL AND REPLACE W/ NEW FRAMING AND POCKET DOOR. 03. REMOVE EXISTING DOOR AND FRAME. 04. REMOVE EXISTING UPPER AND LOWER BASE CABINET. 05. REMOVE EXISTING FLOORING. 06. REMOVE EXISTING CEILING & WALL G.W.B. FINISH. GENERAL NOTES ARCHITECTURAL LEGEND 0 0 GJ 0-- ~ ~ ◄A-1 :27.27h:7.272Z 'MN,N,N,!W-NW, Doors Windows Keynote Wall Type Interior Elevation Storefront Elevation Building Elevation New Wall Existing Wall Demolition Insulation Overhead Centerline Property Line Revision NOTE: NOT ALL SYMBOLS SHOWN ABOVE ARE USED IN THIS SET OF DRAWINGS. I have reviewed these construction doi::uments and have approVl:ld their contents as includi'1g all of the de.sign aspects I had previously authomed. I understanc my p~Ject will be constructed as specified by these construction documents. Signature Date ARCHITECTURE] DESIGN BGI ARCHITECTURE Beery Group Inc. 2091 Las Palmas Drive, SI. D Carlsbad, CA 92011 (760) 438-2963 bg iarchitect. com This document is !he property of John S. Beery, ArcMect, A.IA. Any unautl1orized use or reproduction of1his document. in whole or part, is prohibited ...J w C 0 :E w I-co fl:: w 0 w 0 N 0::: w m I-0 (f) <( z () z w <( - C WO 0 <( -co en 0 (f) w m ..J fl:: N 0::: ,-.... <( en N () w ...J -<C ~ REVISIONS By Date 05.03.2019 Scale 1/4" = 1'-0" Drawn by BPB Job No. 1901 Sheet Name EXISTING -MAIN FLOOR PLAN Sheet No. A-0.0 1 2 A A-2 ~ SECOND FLOOR STAIRWELL ' m - ' ' ~ BEDROOM#2 OFFICE/STUDY .?-~ OD ~ ~ B • ~- ~ / / / I / I / ' I • I I \ ~ ~ -\ ' '· HALLWAY -- A-2 ► [TI] • . \ • ! ' ' -/ ' I ' I r;----------;i MASTER ' / I I BEDROOM ELE\(~OR I I ,@El OD I I / ' I I / ' ,, I I I MASTER I I CLOSET I I I I m I I I I I C ' I I " I ---~- "--/ ' -... '•. / • '-. I I \ ' / \ / i \/ / i -~ MASTER I I BATHROOM 71 / m ' / L\ ' / I ' / ; MASTER ' / / TERRACE ' / -.MASTER DI] I V / ' mg / ' ' 7 11 Q / ' 11: Q . / ' I 1: ' I ;/ , i I ]/ .... A-2 EXISTING -SECOND FLOOR PLAN (REQUIRED) 1/4" = 1'-0" D 3 -... / ..... / :0::: / -... / -... . co, BED~ 7!1ATHROOM 01 1 OD I; I ' I , I BEDROOM#3 -... / CE] ..... / :0::: I \ / ..... I / ..... I ' -I -'» /IQ_ -I -... I / -BED#2 I -· ~ATHROO~I / I / OD :0 I I i I . ~ '--..... ' \ \ '' ' • " /\ I I ' \ BED#:! / / ' ~ .-TERRACE ..___ . ~ --OD NOTE: NO CHANGES TO SECOND FLOOR AS PART OF THIS PROJECT, TYP. ~ ~ ◄ A-2 ~----------------------' ' REFERENCE NOF/.TH TRUE NORTH ' ' ' ' ' . PRELIMINARY ' . ' NOT FOR CONSTRUCTION : l_----------------==~ ~------------------------------------------------------------- 4 GENERAL NOTES ARCHITECTURAL LEGEND 0 0 ~ 0- ~ ~ ◄A-1 272?.2'2727-22 'MMN-NW,N,N,I, Doors Windows Keynote Wall Type Interior Elevation Storefront Elevation Building Elevation New Wall Existing Wall Demolition Insulation Overhead Centerline Property Line Revision NOTE, NOT ALL SYMBOLS SHOWN ABOVE ARE USED IN THIS SET OF DRAWINGS. I have raviewed these construction documents ard have approved 1hsir contents as including all of the design aspects I had previously authorized. I undersland my project will be constructed .is specifieci by these eonstrud!on documents. Signature Dato ARCHITECTURE I DESIGN BGI ARCHITECTURE Beery Group Inc. 2091 Las Palmas Drive, St. D Carlsbad, CA 92011 (760) 438-2963 bgiarchitect.com This document is the ~erty of Johri S Beel)', Architect, A.I.A. Any unauthorized use or repn:iduction of this documen:, in whole er part, is prohibited. ..J w C 0 ~ w I-co ~ w 0 w 0 N a:: w 0) I-0 Cl) <( z 0 z w <( - C WO 0 <( -co en 0 Cl) w 0) ...J ~ N a:: r,... <( en N 0 w ..J -<C ~ REVISIONS By Date 05.03.2019 Scala 1/4" = 1'-0" Drawn by BPB Job No. 1901 Sheet Name EXISTING -SECOND FLOOR PLAN Sheet No. A-0.1 A B A-2 ► / C D I LOWER TERRACE []TI / 2 A-2 3 --------------/ ~ SCOPE OF WORK SEE SHEET A-1 f // ~=====rr=========::::;-.;;;;;;;;;;,~~/~-=-=-'---1==--=--=-==-=--::;-i-,---_=~=--N----7---t------------------------7 , / 1 BASEMENT I 7 , / ::n:' STAIRWELL I I I I • GUEST TERRACE 0§] RECREATION TERRACE CE] GUEST ROOM [}I] - / / / I RECREATION OQ] / :_ I ~ ,! ! I : GUESTO I I I ', BATHROOM ·,._ lf---'---~I [EJ, I I I -I I LINE OF CONDITIONED LIVING LIN!c OF GARAGE SLAB ,' ·~ 1,G SPACE ABOVE FRAMING FO~NDATIONABOVE '\ I 'Q/ If--+----< I I I \ 1 1 I I : ...., I I I ~ I I I I \ ~ '1 cj~:IACE I : I ·\,, I : I ·•. ~~ I : I 1 '-----< 01 I : I c1R~;D1R , I : II I I I : I I I I : \ I I I 1 ,l // -~ \ I ! //1,--~------------------------J '11 ' ,i \ / \ / I // I I : lLE'(¥0R \/ I ;1 I ,~ /\ I /// I k 1 "., I \ , ~1-~-·~ i l I '-I / I _________ ..J_ ___ _ CLO. @] r I ' I \ \ " . ---/ / I I • • . I / I ✓ I /' I ' ' I I I : I I I CRAWLSPACE I I OD I I : I I MECH/STORAGE I : I I I I @] ◄A-2 REFERENCE NORTH TRUE NORTH 4 I I ~"========dSb·=====A-n~'~1 -~========:!JJI _____________________ J / • A-2 EXISTING -BASEMENT FLOOR PLAN (DEMOLITION PLAN) 1/4" = 1'-0" ·-------------------------------------------------------------, • • • • ! PRELIMINARY! • • : NOT FOR CONSTRUCTION : 'L------------------'' • • ·-------------------------------------------------------------• CDP2019-0008.---_ KEYNOTES 01. DEMO EXISTING WALL AND STEM WALL FOR NEW WINE CELLAR ACCESS DOOR, TYP. GENERAL NOTES ARCHITECTURAL LEGEND 0 0 GJ 0- ( () ◄ A-1 Z".Rl:27.R,,Z 'MNWWWyi/i!W, Doors Windows Keynote Wall Type Interior Elevation Storefront Elevation Building Elevation New Wall Existing Wall Demolition Insulation Overhead Centerline Property Line Revision NOTE: NOT ALL SYMBOLS SHOWN ABOVE ARE USED IN THIS SET OF DRAWINGS. I have reviewed these oonstructicn documents and have approved their co~tents as including all of the design aspects J had prev:ousl~• authorized. I uOOerstand my projectwl!I be constructed as specified by these construction documents. Signature Date ARCHITECTURE I DESIGN BGI ARCHITECTURE Beery Group !nc. 2091 Las Palmas Drive, St. D Carlsbad, CA 9201 t (760) 438-2963 bgiarchitect.com This document is the property of John S. Beery. Architect, A.I.A. Any unauthorized use or reproduction ct this document, fn wh□II, or part, is pruhibited. ...J w C 0 :E w I-CX) ~ w 0 w 0 C\I 0::: w 0) I-0 (J) <( z u z w <( - C WO u <( -en 0~ w 0) _J ~ N 0::: r--.. <( en C\I u w ...J -<C ~ REVISIONS By Date 05.03.2019 Scale 1/4" = 1'-0" Drawn by BPB Job No. 1901 Sheet Name EXISTING -BASEMENT FLOOR PLAN Sheet No. A-0.2 A B C D 1 / If----,,' I---, I I---'·✓. CLOSET A ', ' CORRIDOR [fil ~-~ A ,.-----,Kl I 8 WINE CELLAR ~ ~ ~ ,--t-08 I · I 17'-8¾" I tt----,--< 8 I 2 (E) GARAGE SLAB FOUNDATION, TYP. ~---t-------t----4'-0" MIN.+/-(VERIFY) I ~----, 07 ( I I I I I / / / / / I I I \ >--- N5W PARTITION WALL, TYP ,/ / BASEMENT FLOOR PLAN WINE CELLAR (NEW) 1/4": 1'-0" TO NEAREST STAIR RAILING I ~ 3 ,1 F==TIT----~v,· ----,-,-,-- LAUNDRY [fil ~ " @] ~ WD. ~ \ ' ' "' ~ l (E}'ND. WD. 4 WET~ ~ yBAR [JI] ---- 16 POWDER B 2•-a;• BATHROOM . [fil '-10" " l~I ' ' \ \ @] 36" 42-45" -~ MAIN FLOOR PLAN WET BAR (NEW) 1/4" = 1'-0" I u I I I u u u u u u u u u u u u u u u u Ii u u Ii u u u u u ~ PARAPET ----------,-------------------=,-_,.......- 1.J 1" ...-P::_ ~ PLATE HEIGf!T_ ------+-------------. ------~"Jz========================~========4lF============r==,1r======w===,f==============s.;i---- "' 12-4" ~ MAIN FLOOR ______ -----r---_ _ _ _ _ __ _ ~S_EMENT ___________ _ r OFFICE/STUDY GREAT ROOM 00 RECREATION 00 DI] 11'-0" +/-(Fl LD VERIFY) ----- SECOND FLOOR STAIRWELL OD / ______ ,. I i I I I I I I ' I I WET BAR [JI] BEDROOM#2 ~ I MAIN FLOOR STAIRWEL<I= ;---24 ,-----, : I I '11' ir==J=i L.'..'...J '\ / \ I I \ ; I\ BED#2 BATHROOM 9'-4' +/-[fil \ ~ FIELD VERIFY POWDER ROOM [fil GARAGE OD BEDROOM#3 [EJ >I " WET BAR NOTES THE NEW WET BAR SHOWN ON THIS SHEET SHALL COMPLY WITH THE FOLLOWING PER THE CITY OF CARLSBAD: 1) WET BAR CANNOT HAVE GAS LINES OR ELECTRICAL WIRING EXCEEDING ONE HUNDRED AND TEN VOL TS THAT COULD POWER COOKING APPLIANCES INCLUDING BUT NOT LIMITED TO: STOVES OR STOVETOPS, BUil T-IN GRILLS, OVENS (GAS OR ELECTRIC); MICROWAVE OVENS OR SIMILAR APPLIANCES. 2) THE REFIGERATOR CANNOT EXCEED SIX CUBIC FEET IN CAPACITY OR ROUGH-IN SPACE FOR A REFIGERATOR EXCEEDING SIX CUBIC FEET, (THE TYPICAL DIMENSIONS OF WHICH ARE: I) DEPTH OF TWENTY-FIVE INCHES; II) HEIGHT OF THIRTY-FIVE INCHES; Ill) WIDTH OF TWENTY-FIVE INCHES). 3) A SINK OR ROUGH-IN SPACE FOR A SINK WITH A WASTE LINE DRAIN EXCEEDING ONE AND A HALF INCHES IN DIAMETER, A DEPTH OF EIGHTEEN INCHES OR AN OVERALL SIZE OF TWO SQUARE FEET. 4) CABINETRY OR COUNTER SPACE CANNOT EXCEED EIGHT LINEAL FEET. 4 ~-----------------------------------------------------------------,--: ' ' i PRELIMINARY! ' ' : NOT FOR CONSTRUCTION i ' ,'----------------~, ·-------------------------------------------------------------· 01. POURED IN PLACE (P.I.P.) GRADE BEAM (VERIFY EXISTING CONDITIONS, TYP.). 02. P.I.P. CONCRETE STEM 03. NEW CONCRETE SLAB AND STEM WALL 04. CUT BACK EXISTING FORMATIONAL SOIL AND PROVIDE NEW 1/1 SLOPE 05, RELOCATE ALL MECHANICAL, ELECTRICAL & PLUMBING LINE TO CRAWLSPACE 06. CONCRETE SUB-FLOOR W/ NEW FINISH SELECTED BY OWNER 07. NEW PRE-FAB WINE STORAGE MILL WORK AS SELECTED BY OWNER 08. WALL ASSEMBLY: MASONRY CRIPPLE WALL & 2x6 P.T. STUDS@ 16" O.C. (NON-STRUCTURAL) W/ 2x TOP & SOLE PLATES WI R-19 MIN. INSULATION & FOIL REFLECTIVE FILM W/ i" M.R.G.W.B. PAINTED, TYP. U.O.N. 09. INSULATED CRAWL SPACE ACCESS DOOR PER CODE 10. EXISTING 2x6 STUD FRAME WALL. ADD R-19 MIN. INSULATION W/ REFLECTIVE FOIL FILM AND i" M.R.G.W.B. FINISH, TYP. 11. i" M.R.G.W.B. CEILING TYP. U.O.N. W/R-19 MIN. FOIL REFLECTIVE FILM INSULATION. 12. NEW 1 j• S.C. INSULATED & WEATHER STRIPPED ARCHITECTURE I DESIGN BGI ARCHITECTURE Beery Group Inc. 2091 Las Palmas Drive, St. D Carlsbad, CA 92011 (760) 438-2963 bgiarchitect.com DOOR TO MATCH EXISTING ON LIVING SIDE, AS ·· ', SELECTED BY OWNER, TYP. ·· , ~sWAR();;/ , 13. SOLID SLAB COUNTERTOP. ~ ~ S. Be,::, ~ . 14. U.C. SINK -., .i;s ,8,_ ;-a 15, U.C. REFRIGERATOR Js;!;':-t'll~ No. C-15426 * 16. 14-24"BASECABINETTOMATCHEXISTING-OWNER rl--.1><::;. N.10/11 5:' TO SELECT -~ (; 17. 10-18" UPPER CABINET TO MATCH EXISTING-Op Ci<\,\~. . \D OWNER TO SELECT. 18. REMOVE EXISTING FLOORING & PROVIDE NEW WOOD FLOOR TO MATCH EXISTING -OWNER TO SELECT. 19. NOT USED. 20. NEW WOOD TOP 21. NEW POCKET DOOR TO MATCH EXISTING 22. NEW CABINET BELOW EXPOSED EXT. FINISH 23. 2x WOOD FRAME CEILING SOFFIT W/ i" G.W.B. FINISH. 24. FINISH CABINETRY BY FABRICATOR SIMILAR TO EXISTING -AS SELCTED BY OWNER, TYP. 25. TEMP. CRAWLSPACE SLOPE MAY BE 2/1 AS ALLOWED BY SOILS REPORT. 26. MOVE ALL MECHANICAL, PLUMBING & ELECTRICAL UTILITIES FROM WINE CELLAR AREA TO CRAWLSPACE -VERIFY EXISTING CONDITIONS, TYP. GENERAL NOTES WALL TYPES A INTERIOR NON-RATED WALL: EXISTING 2x6 STUD FRAME WALL. ADD R-19 MIN. INSULATION W/ REFLECTIVE FOIL FILM AND j" M.R.G.W.B. FINISH, TYP. AS STATED IN KEYNOTE#10ABOVE. B. INTERIOR NON-RATED PARTITION WALL: BOTTOM MASONRY CRIPPLE WALL & 2x6 P.T. STUDS@ 16" O.C. (NON-STRUCTURAL) W/ 2x TOP & SOLE PLATES W/ R-19 MIN. INSULATION & FOIL REFLECTIVE FILM W/ i" M.R.G.W.B. PAINTED, TYP. U.O.N.AS STATED IN KEYNOTE #08 ABOVE. ARCHITECTURAL LEGEND 0 0 OJ 0 ~ ~ ◄A-1 ffi ; bi Z72722727lZ 7RJ:l:1:lJ:fJff Doors Windows Keynote Wall Type Interior Elevation Storefront Elevation Building Elevation New Wall Existing Wall Demolition Insulation Overhead Centerline Property Line Revision NOTE: NOT ALL SYMBOLS SHOWN ABOVE ARE USED IN THIS SET OF DRAWINGS. I have reviewed these constn.Jciion doCJ.n1ents and have approve!: their contents as indudlng all cf lhe design aspects I had previously authorized. I understand my pro;ect will be constructed as specified by these cor.struction documents. Signature 0-- This document 1s lhe property of John S. Beeiy, Architect. A.I.A. Any unauthorized use or mpmduction ofihis document iri whole or part, is prohibited. ..J w C 0 :E w I-00 0::: w 0 0 w C'\I a::: w O') I-(.) (/) <( z 0 z w <( - C WO 0 <( -co en 0 (/) w O') ...J 0::: C'\I a::: r-,... <( en C'\I 0 w ..J -<( 3: REVISIONS By 05.03.2019 Scale 1/4" = 1 '-0" Drawn by BPB Job No. 1901 Sheet Name MAIN & SECOND FLOOR PLANS Sheet No. A-1 A B C D ~ I I J !l ! ii i ;"::?';j" . [! r~·-=-I [ irL *~12k:~,+· -----· ---------------------------------- 2 .!:'I j n " ' m ,, ------.,. ···-· ~ II i .. ,J i Ii '· q ' it __ Jf .. ! ~l i j "•-~---··~:t:: ;;:::=:====-==-= ... :::::.~':::t:if:=: •. :::-: ... ~ ' ' ! 3 ~ . .. i I I Ir --- PRELIMINARY NOT FOR CONSTRUCTION 4 GENERAL NOTES ARCHITECTURAL LEGEND 0 0 QJ 0- ~ ~ ◄A-1 Doors Windows Keynote Wall Type Interior Elevation Storefront Elevation Building Elevation New Wall Existing Wall Demolition Insulation Overhead Centerline Property Line Revision NOTE: NOT ALL SYMBOLS SHOWN ABOVE ARE USED IN THIS SET OF DRAWINGS. =i7 I have reviewed these construction documents and have approved their contents as lnduding all ofti'.e design aspects I had previously ai.t.hcrtzed. I uliderstand my project wm ::le constructed as I specified by these construction Documents. I I L':-_-_-_--_-_-_--_-_-_-_--_-_---~ Signature Dale ARCHITECTURE j DESIGN BGI ARCHITECTURE Beery Group Inc. 2091 Las Palmas Drive, St. D Carlsbad, CA 92011 (760) 438-2963 bgiarchitect.com This documE!nl is the properly of John S. Beery, Archih-ct, A.I.A. Any unauthorized use or reproduction of this document, in Whole or part, is prohibited . ...J w C 0 :E w I-co ~ w 0 w 0 N 0::: w 0) I-(.) Cl) <( z (.) z w <( - C WO (.) <( -en 0~ w 0) _J ~ N 0::: I"--<( en N (.) w ..J -<( 3: REVISIONS By 05.03.2019 Scale 1/4" = 1'-0" Drawn by BPB Job No. 1901 Sheet Name EXISTING & NEW ELEVATIONS (NO CHANGE Sheet No. A-2 A B C D 1 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE CHAPTER 3 -GREEN BUILDING CHAPTER 3 -GREEN BUILDING -SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCDJhe provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply wtth the specific green building measures applicable to each specific occupancy. ABB RE VIA TION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New CHAPTER 4 -RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTIOIP.rojects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or mare of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. 4.106.3 GRADING AND PAVING.Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage sorface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception Additions and alterations not altering the drainage path. 4.106.4.1 ELECTRIC VEHICLE CHARGINGApplies to new one-and two-family dwellings and townhouses with attached private garages, for the installation of future EV chargers. 1. A listed raceway to facilitate future installation of Electric Vehicle Charger 2. Raceway shall be not less than trade size 1 {nominal 1-in. diameter) to accomodate a dedicated 208/240-volt branch circuit 3. Raceway shall originate at the main service or subpanel and terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of the EV charger. 4. Raceway shall be continuous at enclosed, inaccessible or concealed areas and spaces. 5. The service panel or subpanel shall provide capacity to install a 40-ampre minimum dedicated branch circuit and space(s) reseived to permit installation of a branch circuit overcurrent protective device. 6. The service panel or subpanel circuit directory shall identify: a) the overcurrent protective device space(s) for future EV charging as "EV CAPABLE" and, b) the raceway termination location as "EV CAPABLE" DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE (MINIMUM STAN DAROS FOR ENERGY EFFICIENCY). For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. The Project shall meet or exceed standards for residential buildings and should comply with levels of minimum energy efficiency beyond those required. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGSThe project shall achieve 20% indoor water uasge reduction of prescriptively designated fixture in Calgreen code. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 4.303.1.1 Water Closets.The effective flush volume of all water closets shall not exceed 1.28 gallons perflush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303. 1.2 Urinals. The effective flush volume of urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single ShowerheadShowerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psl. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shovWhen a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Multiple showert,eads shall not perscriptive max. flow rates. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucetihe maximum flow rate of residential lavatory faucets shall not exceed 1.5 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areihe maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings sha!I not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering FaucetsMetering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. 4.303.1.4.4 Kitchen Faucetsl"he maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGll?lumbing fixtures and fittings shall be Installed in accordance with the California Plumbing Code, California Building Code, and shall meet the applicable standards referenced in Table 1401.1 of the California Plumbing Code. NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. TABLE -MAXIMUM WATER USE SHOWER HEADS (RESIDENTIAL) LAVATORY FAUCETS (RESIDENTIAL) LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS KITCHEN FAUCETS METERING FAUCETS WATER CLOSETS URINALS 2.0 GPM @ 80 PSI MAX. 1.5 GPM @ 60 PSI 0.5 GPM @ 60 PSI 1.8 GPM@60 PSI 0.25 GAUCYCLE 1.28 GAUFLUSH 0.5 GAUFLUSH MIN. 0.8 GPM@ 20 PSI 2 4.304 OUTDOOR WATER USE 4.304.1 IRRIGATION CONTROLLERS. Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather-or soil moisture-based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. 2. Weather~based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the contro!ler(s}. Soil moisture- based controllers are not required to have rain sensor input. Note: More information regarding irrigation controller function and specifications is available from thelrrigation Association_ DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior wal!s shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT Recycle and/or salvage for reuse a minimum of 65 percent of the non- hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN.Submtt a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. A minimum of 50% of the construction waste generated at the site shall be diverted to recycle or salvage. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted onwsite (source separated} or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calcufated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE. Projecls that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed four (4) lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. [HR] Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed two (2) lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4 .. Notes 1. Sample forms found in nA Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D} processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. Al the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed In the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incen:ive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this::J:a/ifom;a Green BuHd;ng Standards] code. 4.304 OUTDOOR WATER USE 4.304.1 IRRIGATION CONTROLLERS. Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather-or soil moisture-based controllers that automatically adjust irrigation in response to changes. in plants' needs as weather conditions change. 2. Weather-based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller{s). Soil moisture-based controllers are not required to have rain sensor input. Note: More information regarding irrigation controller function and specifications is available from thelrrigation Association. DIVISION 4.5 ENVIRONMENTAL QUALITY 4.503 FIREPLACES 4.503.1 GENERAL Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA Phase II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with applicable lac.al ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION, At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amounL of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROi.finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, oCa/ifornia Code of Regulation& Title 17, commencing with section 94507. 4.504.2.2 Paints and Coating~chitectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat. Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a}(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) oCaiifomia Code of Regulations Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 VerificationYerification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. 3 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product requirements of at least one of the following: 1. carpet and Rug lnstitute's Green Label Plus Program. 2. C?al~ornia Department of Public ~ealth, '_'Standard Method for the Testing and Evaluation of Volatile Organic Chemical Em1ss1ons from Indoor Sources Usrng Environmental Chambersn Version 1.1, February 2010 (also known as Specification 01350). 3. NSF/ANSI 140 at the Gold level. 4. Scientific certifications Systems Indoor Advantage TM Gold. 4.504.3.1 Carpet cushio~ll carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug lnstitute's Green Label program. 4.504.3.2 Carpet adhesivd.\11 carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Pelformance Products Database. 2. Products compliant with CHPS criteria certified under the Greenguard Children & Schools program. 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, February 2010 (also known as Specification 01350). 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 OocumentationN'erification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product !abeted and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, el seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of tha:;aJifomia Building standards Cods 4.505.2 CONCRETE SLAB FOUNDATIONS.Concrete slab foundations required to have a vapor retarder by Califomia Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. Vapor retardant and capillary break shall be installed at slab on grade foundation. 4.505.2.1 Capillary breakA capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch {12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS3uilding Materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fan.!Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507 .2 HEATING AND AIR-CONDITIONING SYSTEM DESIGNHeating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J -2004 (Residential Load Calculation), ASH RAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D -2009 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S -2004 (Residential Equipment Seleclion), or other equivalent design software or methods. ExceptioniJse of alternate design temperatures necessary to ensure the system functions are acceptable. 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified p~rsons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. programs sponsored by manufacturing organizations. __ 5:0ther programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity actlng as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessaiy to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4.0ther programs acceptable to the enforcing agency. Noles: 1. Specia! inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC} to rate homes in California according to the Home Energy Rating System (HERS). [SSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. TABLE 4.504.1 -ADHESIVE voe LIMIT -1,2 (LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER) ARCHITECTURAL APPLICATIONS INDOOR CARPET ADHESIVES CARPET PAD ADHESIVES OUTDOOR CARPET ADHESIVES WOOD FLOORING ADHESIVES RUBBER FLOOR ADHESIVES SUBFLOOR ADHESIVES CERAMIC TILE ADHESIVES VCT & ASPHALT TILE ADHESIVES DRYWALL & PANEL ADHESIVES COVE BASE ADHESIVES MULTIPURPOSE CONSTRUCTION ADHESIVE STRUCTURAL GLAZING ADHESIVES SINGLE-PLY ROOF MEMBRANE ADHESIVES OTHER ADHESIVES NOT LISTEO SPECIALTY APPLICATIONS PVC WELDING CPVC WELDING ABS WELDING PLASTIC CEMENT WELDING ADHESIVE PRIMER FOR PLASTIC CONTACT ADHESIVE SPECIAL PURPOSE CONTACT ADHESIVE STRUCTURAL WOOD MEMBER ADHESIVE TOP & TRIM ADHESIVE SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL PLASTIC FOAMS POROUS MATERIAL (EXCEPT WOOD) WOOD FIBERGLASS CURRENT voe LIMIT 50 50 150 100 60 50 65 50 50 50 70 100 250 50 510 490 325 250 550 80 250 140 250 30 50 50 30 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST voe CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE voe CONTENT SPECIFIED IN THIS TABLE. SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.2 -SEALANT voe LIMIT (LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER) SEALANTS ARCHITECTURAL MARINE DECK NON-MEMBRANE ROOF ROADWAY SINGLE-PLY ROOF MEMBRANE OTHER CURRENT voe LIMIT 250 760 300 250 450 420 4 CDP2019-0008 TABLE 4.504.3 -voe CONTENT LIMITS FOR ARCHITECTURAL COATINGS -2,3 GRAMS OF voe PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS. COATING CATEGORY FLAT COATINGS NON-FLAT COATINGS NON-FLAT HIGH GLOSS COATINGS SPECIALTY COATINGS ALUMINUM ROOF COATINGS BASEMENT SPECIALTY COATINGS BITUMINOUS ROOF COATINGS BITUMINOUS ROOF PRIMERS BOND BREAKERS CONCRETE CURING COMPOUNDS CONCRETE/MASONRY SEALERS DRIVEWAY SEALERS DRY FOG COATINGS FAUX FINISH COATINGS FIRE RESISTIVE COATINGS FLOOR COATINGS FORM-RELEASE COMPOUNDS GRAPHIC ARTS COATINGS (SIGN PAINTS) HIGH TEMPERATURE COATINGS INDUSTRIAL MAINTENANCE COATINGS LOW SOLIDS COATINGS -1 MAGNESITE CEMENT COATINGS MASTIC TEXTURE COATINGS METALLIC PIGMENTED COATINGS MULTICOLOR COATINGS PRETREATMENT WASH PRIMERS PRIMERS, SEALERS, & UNDERCOATERS REACTIVE PENETRATING SEALERS RECYCLED COATINGS ROOF COATINGS i RUST PREVENTATIVE COATINGS I SHELLACS CLEAR OPAQUE SPECIAL TY PRIMERS, SEALERS, UNDERCOATERS STAINS STONE CONSOLIDANTS SWIMMING POOL COATINGS TRAFFIC MARKING COATINGS TUB & TILE REFINISH COATINGS WATERPROOFING MEMBRANES WOOD COATINGS CURRENT voe LIMIT 50 100 150 400 400 50 350 350 350 100 50 150 350 350 100 250 500 420 250 120 450 100 500 250 420 100 350 250 50 250 730 5i51l--..l 100 250 450 340 100 420 250 275 i WOOD PRESERVATIVES 350 SEALANT PRIMERS ARCHITECTURAL NON-POROUS POROUS MODIFIED BITUMINOUS -------~-l ZINC-RICH PRIMERS 340 MARINE DECK OTHER GENERAL NOTE 250 775 500 760 750 All newly constructed single family dwellings (SFO) and any addition or alteration to an existing single family dwelling which proposes to increase the dwellings conditioned area, volume, or size shall comply with the Adopted 2016 California Green Building Standards Code. 1. GRAMS OF voe PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. TABLE 4.504.5 -FORMALDEHYDE LIMITS -1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION. PRODUCT HARDWOOD PLYWOOD VENEER CORE HARDWOOD PLYWOOD COMPOSITE CORE PARTICLE BOARD MEDIUM DENSITY FIBERBOARD THIN MEDIUM DENSITY FIBERBOARD CURRENT LIMIT 0.05 0.05 0.09 0.11 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). I h;:ive reviewed these construction documents ar.d have approved their contents as induC::ing all of the design aspects I had previo1.1Sly authorized. I undersiand my project will be constructed as specified by these i::onslruction documents. Sigr,ature Date ARCHITECTURE I DESIGN BG! ARCHITECTURE Beery Group Inc. 2091 Las Patmas Drive, St. D Carlsbad, CA 92011 __j (760) 438-2963 bgiarchitect.com - ~ 5. B{"f: C-1542 ~r,., .-..,,, 10/1 ...,,,,, .. ,,._,_ ·. -er,.\.,\ This document is the property of John S. Beel)', Architect, A.I.A. Any unauthorized use or reproduction ofthia document, in whole or part, is prohibited. ...J w C 0 :E w I-00 ~ w 0 w 0 N 0::: WI (J') I-' 0 Cl) <( z u z w <( - Ci WO u <( -en 0~ w (J') ...J ~ C\I 0::: cnl r-,.. <( C\I u w ...J -<C 3: REVISIONS By 05.03.2019 Scale NO SCALE Drawn by BPB Job No. 1901 Sheet Name CAL-GREEN SPECIFICATIONS Sheet No. CG-1