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HomeMy WebLinkAboutNCP 16-06; EDWARDS RESIDENCE SDU; Administrative DeterminationEXISTING CONCRETE DITCH EXISTING ASPHUL T DRIVEWAY 21-0" SIDE YARD SETBACK ENCROCHMENT EXISTING CONCRETE DRIVE EXISTING 2 CAR GARAGE TO REMAIN PROPSED CONCRETE PATIO DEMO EXISTING REC ROOM PROPOSED STAIRCASE TO 2ND DWELLING UNIT PROPOSED REC ROOM EXISTING 5'-0" HIGH WOOD FENCE --0 I 0 LO $ ' 0 0::: f- Z -WO ::l, I w -Cl) 0 uS ...- --0 I 0 C") FOREST AVE. -0 I -0 N 89°58'00''£ LAWN \ I LAWN N89°58'00''E 12.00' -(0 0 Cl) 0 L L h , .. ' C EXISTING POOL 12.00' .>~ • <,V- <(/ I B .21 I I LAWN I I I I EXISTING ASPHUL T DRIVEWAY EXISTING PORTE COCHERE EXISTING LIVING EXISTING 5'-0" HIGH WOOD FENCE EXISTING CONCRETE PATIO LEGEND PROPERTY LINES SETBACKS LINES DRAINAGE FLOW LINE EXISTIN'G. (LIVING I GARAGE AREA) PROPOSED (GARAGE I REC ROOM) EXISTING (REC ROOM TO BE DEMO)~~ RESIDENTIAL GREEN BUILDING STANDARDS The California Building Standards Commission has adopted Iha Green Building Standsrds Code which became offocilvo Janumy 1, 2011 and must be enforced by tho local build Ing official. The following mandatory requirements for residential construction must bl! Included on yom plans. CGC Section 101.3. The Sillndards apply to newly constructed rasldantlel buildings, along with addlOonslalteratlons that lncroaso tho building's ccindltlnmnl area, volume or size. CGC Sec11on 303.1.1. Provide a ehael on tho plans labeled "Green 8ulldlng Code Raqutrnrnents" and lncluda tha following notes as applicable_ 1. Electric Vehicle Charging. Electtical vehicle supply eqLiiprnent (EVSEJ Is required In PROJECT DATA OWNER: MARIAN EDWARDS 1289 FOREST AVE CARLSBAD, CA 92008 SITE ADDRESS: 1289 FOREST AVE CARLSBAD, CA 92008 A.P.N.: 156-110-08-00 LEGAL DESCRIPTION: ZONING: R-1 GENERAL PLAN: R-4 EXISTING I PROPOSED USE: RESIDENTIAL CITY OF CARLSBAD SET BACKS: FRONT: 20' SIDE: 10% OF WIDTH OF LOT (7.2') REAR: 20% OF WIDTH OF LOT (14.4') SQUARE FOOTAGE: EX. MAIN HOUSE LIVING EX. GARAGE EX. REC ROOM EX. REC ROOM (DEMO) NEW GARAGE (ADDITION) NEW UTILITY I POOL BATH I REC ROOM NEW 2ND DWELLING UNIT NEW DECK LOT SIZE: 11, 160 S.F. (.25 ACRE) 2,001 S.F. 434 S.F. 305 S.F. -305 S.F. 67 S.F. 443 S.F. 640 S.F. 171 S.F. ona and two famnv dwellings and town homes with attached gar.iges. The EVSE must consist of minimum 1" conduit extending from Itta main panel to a Junction box wtiera the EVSE recaplacle wlll tm provided. The main service pan<1I must be sized to accommodate 20Bl240 Volt, 40 amp dedicated branch clrcull For new mulUfamily dwe!llnga, whllre there are 17 or more units, 3% of tho total perking spaces, but not less than one, shall be equipped with ale!;\rlual vehicle charging ataUons. EVCS shall be shown on the TOTAL BUILDING COVERAGE: 26% (2,945 S.F.) plans In common use areas available to all residents. CGC 4.106.4. 2, Storm water dralnaga/rotentlon during construction. Note on tho plans· Projects which dlslurb lass than one acre of soil ah all manaoe storm waler drainage during construction by one of tho following: A. Relention basins. B. Where storm waler is conveyed to a publlo drnimaga sys lo 111, waler shell be filtered by use of e barrier llyatem, wattle or other approved method. CGC 4.106.2. 3. Grading and paving. Note on thfl plans that alto grading or drainage ayatem will manage all surface water flows to keep water 1mm ente~ng buildings (swales, water colleclion, Franct, drains, etc.), CGC 4.106.3. E1:.cepUon: Additions not altering the drainage path_ 4. Whan a shower Is provided wl!l1 multiple shower heads, the sum of flow to all the heads shall not ex<,eed 2.0 gpm@ 80 psi, or the shower shall ba designed so that only one head Is on at a time. CGC 4.303, 1,3.2. 5. For new rasldanUel construction where landsmipe lrr!gaUon water Is planned II Wlltor budget shall be developed that conforms to locel landscape ordinance or tho Callfomla Department of Water Resources Model Water Efficient Landscape Ordinance (MWl::LO), which aver is more stringent. To view the MWELO: http://www.water.ee.govlwa!erusaefflclancy/docslMWELO _ TbContent_ Law ,pdf For the local landscape ordinance check with Clly/County Planntng Department. CGC 4.304.1. 6. Automellc frrlgallon system con!rollarn shall comply wi!h the CGC Section 4.304.2 as follows: A. Controllers shall be weether or soil mo ls tum based that autornatlcal!y adjust Irrigation In response lo changes In needs as wealher conditions change. B. Weather based oontrollars shall have separate wired or wiraless rain sensor which connects or communicates wilh the controllcr{s). 8011 moistura baijo,d contr.>llers are not requlrer;i to have rain sensot'<i. 7. Recycling, A minimum of 50% of con al ruction waste Is to be mGycled. CGC 4.4011.1. 6. Recycling, The contractor shall submit a Comitruction Wasta Menagement Plan to the jurisdiction agency that regulates waste management, per CGC 4.408.2. 9. Operation end maintenance manual. Note on the plans !hat the builder Is to provide an operation manual (conlalnlrig Information for mai11taining appliances, etc.) ror the owner at lhe time of final Inspection, CGC 4.410.1. 10. Pollutant control. Note on the plans tlml durlnn cons!ruc\lon, ends of duct openings are to be sealed, and rnachanic.ll equipment rs to be covell:ld. CGC 4.504.1. 11. Pollutant control. VOC's mLISf comply wit~ !I·~ l!mitatlons listed in Section 4,504.3 and Tablss 4.504.1, 4,504.2, 4.504.3 and 4.504.5 fur: /1.anesives, Paints and Coat!ngs, Carpet and Composition WoDCIN Products. CGC 4.504.2. 12 Interior moisture control. Concrete slabs will be provldod wlll1 a capillary braak. CGC 4.505.2.1. 13 Interior moisture control. The moisture MriWnl <Jfwood shall not e1<ceed 19% before It is enclosed in oonstn.mlion. The moisture cont.,~• 11t,c<Js to be certified by one of 3 methods specified In Section 4.505.3. BuildJng mBte~al9 with visible signs of water damage should not be used In construction. The moisture content must be determlned by the conlractorby one of themathods listed In CGC 4.505.3 14, Indoor air quality, Bathroom fans shall be Energy Star rated, ventEld directly to the outslde and controlled by a humidistat. CGC 4.506.1. 15, Prior to final lnspectlon tt1e licensed contractn,, architect or engineer in rasponslble charge of the overall construction must provide'.·-' ·hr ;,uildlng deDartmant effjcial written verlfiCB!lon Iha\ all applicable pmvlslons from !he <:;rer.n Building Standards Coda have been Implemented as part of the oonstruclinn. CGC 10l.3. NOTES 1) THESE PLANS SHALL COMPLY WITH THE: 2013 CALIFORNIA RESIDENTIAL BUILDING CODE, 2013 CALIFORNIA BUILDING CODE (CBC) as applicable, LANDSCAPED AREA: 21 % (2,440 S.F.) PARKING REQUIRED: 3 PARKING PROVIDED: 3 SHEET INDEX SHEET# TITLE A-1.0 1" = 20'-0" SITE PLAN A-2.0 1/4" = 1'-0" LOWER FLOOR PLAN A-3.0 1/4" = 1'-0" UPPER FLOOR PLAN A-4.0 1/4" = 1'-0" ELEVATIONS A-5.0 1/4" = 1'-0" ELEVATIONS I BUILDING SECTIONS A-6.0 114" = 1'-0" ROOF PLAN VICINITY MAP 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE (CalGreen),i;i,Yh,,V 2013 CALIFORNIA ELECTRICAL CODE (CEC), 2013 CALIFORNIA MECHANICAL CODE (CMG), 2013 CALIFORNIA PLUMBING CODE (CPC), 2013 CALIFORNIA FIRE CODE, 2013 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. 2) THIS STRUCTURE USES NATURAL GAS. 3) THIS STRUCTURE WILL CONNECT TO A SEWER SYSTEM. 4) THIS STRUCTURE WILL CONNECT TO A ELECTRICAL GRID, ., ' OCT l 2 2016 C l) .. 'l ( ·'s.1 F~/_ /'Js,J/'JI q\J/;~;/()f,! SITE PLAN SCALE: 1"=10'-0" PLOT DATE 10.10.16 w u z w Q 1111111 U) w n:: U) Q co a: 0 . 0 w "' ; > (J) 0 <( <( 9 '° f-() 0 Cl) " 6 wo -O'. <( ~ "' Q 0 Ill "' u. Cl) ...J (J) O'. z w co c3 0.: "' <(. ~ A-1.0 ' ~ ' (0 0) ' 0 ~ co ' 'st- 2'-511 19'-0" 16'-0" 7' ,----------· I -'k---'k-----,--r-- ---- - - - - - RINNAI RC SOE, TANl<LESS GAS WATER HEATER, .96 EF (OR EQ), 0 ~ ' 0 N (MOUNTED OUTDOORS).....___ .......__r-----.- HVAC :LG LAU24SHV, 22,000 BTU ductless mini-split heat pump, 7.7 HSPF, (or eq) AC :LG LAU245HV, I 7,000 BTU cooling, 14.0 SEER/9.8 EER, (or eq) = ~ ' LO st ~ M ' (0 0 ' N l , I I I I , ' i I ur I l i'l------j STACK i-------iqr-_____ WASHER JI DRIER ,____,,IID-, , ..... ·-w !i!E·-.... p i-----~ 7'-111 I @ I L ______ _J 41_111 15'-11" 27'-1" 81-611 ' I I I I I I ' ···-~ -~NDRY ' p I I 41-1 '1 DN I ! 3'-0" PLOT DATE = ~ ' 10.10.16 <D 0) ' 0 ~ co ' 'st- 0 ~ ' 0 N ,, IP M ' 'st-N 0 w ' co u ~ z w Q 1111111 U) w D:: U) Q 00 D:: 0 . 0 ll.l N I > 0) 0 <( <( 9 I-0 fg (f) ~ b ll.l O ~ n::'. <( "7 Q o ro ill u.. U) ~ ...J ·: 0) 0:: z w 00 <( 0.: N (.) . ~ <( LOWER FLOOR PLAN A-2.0 SCALE: 1/4" = 1'-0" t I ' ~ ~ I ' -~ ~ I co I ' co ~ I I I Cl) I ' (D I I I L(J ' "' I I L ' Cl) ' Cl) ~ ~ ' F-- ~ DOOR SCHEDULE 0 FINISH SYMBOL NOMINAL THK TYPE MATERIAL FRAME LOCATION REMARKS QTY. SIZE INTERIOR EXTERIOR G) 3'..Q" X 6'-8" 1 i" SOLID CORE WOOD WOOD PAINT PANIT GARAGE WI SELF CLOSING HARDWARE 1 ® 2'--6" X 6'-8" 1 i" EXTERIOR DOOR WOOD WOOD PAINT PANIT GARAGE 1 ® 2'-8" X 6'-8" 1 i .. 4 EXTERIOR DOOR WOOD WOOD PAINT PANIT PER PLAN 3 © 2' -6" X 6' -811 1111 4 POCKET DOOR WOOD WOOD PAINT PANIT PER PLAN 2 ® 2'-6" X 6'-8" 1 }" INTERIOR DOOR WOOD WOOD M ' PAINT PANIT PER PLAN 2 F-- ® 1 i" PAIR OF 3'-0" X 6'-8" DOORS WI 1 9'-0'' X 6'-8" CUSTOM UNIT WOOD WOOD PAINT PANIT REC ROOM 3"-0" X 6'-8" FIXED SIDE PANEL (TEMP) M -I ~ ~ ® 6"-0" X 6'-8" 1 i" FRENCH DOOR WOOD WOOD PAINT PANIT LIVING PAIR OF 3'-0" X 6'-8" DOORS (TEMP) 1 b ' "' b ' WINDOW SCHEDULE 0 "' GLAZING DECORATIVE FINISH SYMBOL NOMINAL HEAD MATERIAL TYPE LOCATION REMARKS QTY. SIZE HEIGHT TEMP. DUAL GLASS INTERIOR EXTERIOR ® 3'-0" X 3'-8'" 6'-8" VINYL CASE NO YES NO VINYL VINYL PER PLAN 1 ® 2'..()" X 3'-8" 6'-8" VINYL CASE NO YES NO VINYL VINYL PER PLAN 2 © VINYL VINYL PER PLAN 2'-0"X3'-8" CASE SIDES WI 1 8'-0" X 3'-8" 6'-8" VINYL CASE/FIXED NO YES NO 4'-0"X3'-8" FIXED CENTER ® 1'-6" X 2'-0" 6'-81' VINYL CASE NO YES NO VINYL VINYL PER PLAN 5 ® 1'-6" X 2'-0" 6'-8" VINYL CASE YES YES NO VINYL VINYL PER PLAN 1 ® 2'-0" X 3'-8" 6'-8" VINYL CASE YES YES NO VINYL VINYL PER PLAN 2 @ 6'--0" X 3'-8" 6'-8" VINYL CASE NO YES NO VINYL VINYL PER PLAN 3 -a-• --"-"-" --•---------- 19' 5" - I 121-011 4'-10" I 21-711 I 11-6" 11-611 11-611 1'-611 1'-611 11-6 I 1'-6" I 7H 31.311 31-211 2'-011 I @ @ @ @ I ~!;?l:&~t<N'f,~ "\)ti IM~ I r I ' I -~ ---------r ®~ I I I BEDROOM ® I I ____ :::..I ~ ~ h ® 11TEMF .. 8) BATH l G' BUNK ~ ® (® C® @ ~ ,:,:~&lf. ~ -REE.L r-------PANTRY --l FRZ 11:;.s.r I 51_111 2'-011 3'-011 5'-10" ::?'-r --::,JL KITCHEN ~16 1'-611 NOOK ' I I I ' I IG I OW. I SINK =-"--=1 ____ ii LIVING [G ® Q)TEMP 1- rni-;~SMW'C'i' ·,,:i~tW:-::m ·tfil ® LA_ ® TEMP TEMP I I DN I DECK -------------------- ------- 2'-011 11'-11" 21-0]f 21-011 41_111 15'-11" 20'-0" (D ' co i Cl) I ' I Cl) I I ,-1. I I I rm _J ' -~ ~ ,_ v / &, ' CX) M ' F-- b ' "' b ' "' l I I L HVAC :LG LAU245HV, 22,000 BTU ductless mini-split heat pump, 7.7 HSPF, (or eq) AC :LG LAU245HV, 17,000 BTU cooling, 14.0 SEER/9.8 EER, (or eq) UPPER FLOOR PLAN SCALE: 1/4" = 1 '-0" --_" __ _ PLOT DATE 10"10"16 w u z w Q -Cl) w a:: en Q <O a:: 0 . 0 W N ; > a, 0 <:(<(9 1-0~ (f) ~ 6 wo~ a::: <:( "';" Q o cc 18 Cl) ~ u. ....J ·: w a, 0:: z <O <:( 0.: N (.) " ~ <( A-3 .. 0 $ BUILD.!!::!G_,,,_ fa. __ ----,-------- 0 ' N N - ~ ' co -~ ' co , ·r· . . " . -;'/ REDLAND TWO PIECE CLAY ROOF TILE, I.C.B.O. # 4300 (MUDDED AND BOOSTED 30% MIN) OVER 40# FELT, TYP. SOUTH ELEVATION 1/4" = 1'-0" WEST ELEVATION 1 /4" = 1 '-0" ---- REDLAND TWO PIECE CLAY ROOF TILE, 1.C.B.O. # 4300 (MUDDED AND BOOSTED 30% MIN.) OVER 40# FELT, TYP. (CLASS "A" ROOFING ASSEMBLY) (TO MATCH EXISTING HOUSE) ---"'!ilLDING HT. iii' -~ ' co 0 ' N T.O. FL~ SHT'G El', N -----..~-T <2:_ PLATE 'i' -~ ' co 7/8" THICK STUCCO, TYP. (TO MATCH EXISTING HOUSE) ELEVATIONS SCALE: 1 /4" = 1 '-0" PLOT DATE 10.10.16 w u z w Q A-4.0 b ' "' N ~-PLAT_E_...,._ _ ~-FLR. SHT'G. ~ PLAT-"E-4--_ -~ , co ROOF FRAMING FLOOR FRAMING CONCRETE SLAB· ~I I , I [__J ! I I I /' 1111 ·1 1 I I i i i I , I! · L LI HH ··, .11 l j 11 --b~~f;~~~~~J,~~~!---_· ___ _ _,_,_ _ _, ____ .. ---4------~ ------------ . I ---+--- REDLAND TWO PIECE CLAY ROOF TILE, 1.C.B.O. # 4300 (MUDDED AND BOOSTED 30% MIN.) OVER 40# FELT, TYP. (CLASS "A" ROOFING ASSEMBLY) (TO MATCH EXISTING HOUSE) - EAST ELEVATION 1 /4" = 1 '-0" R-30 INSULATION i~ ·1-'l j, i ; . , I , i I I 11' ' ' ' ! -·. a i i 1 Ii ' living lau _ b 111 l t 11 i ' I Li 1·1 i 1 '. , , < I 1111 I' I 1J I kitchen bath 1111 _:::. ::::1ii1:" Ill SECTION ''A'" 1 /4" = 1 '-0" _.,,___ T.O. PLATE~ -~ ' co 0 ' N -~T . .:ccO. FLR. SHT'G. <ifl N -~-T.O. PLATE'i'J -~ ' co _IO SLAB~ ILDING HT"' EX. GRADE NORTH ELEVATION 1 /4" = 1 '-0" ·-------· -····--·------- REDLAND TWO PIECE CLAY ROOF TILE, I.C.B.O. # 4300 (MUDDED AND BOOSTED 30% MIN.) OVER 40# FELT, TYP. (CLASS "A" ROOFING ASSEMBLY) (TO MATCH EXISTING HOUSE) ILDING HT.~ 7/8" THICK STUCCO, TYP. (TO MATCH EXISTING HOUSE) _.,,___ T.O. PLATE<ifl -~ ' co b ' N --"--'-'T..:ccO. FLR. SHT'G. ~ N --"--T.O. PLATE~ -~ ' co _T.O.SLAB~ EX. GRADE ···-· -----------······-·----······------------············--·······- ------- PLOT DATE 10.10.16 w u z w Q A-5.0 -------- 4:121PIT ,--------- 1 I I () I- HI (l_ N I .,... 'Sf" I 11111 I L 1111 .... i'J "1J -I 0 I 1111 I () I- (l_ N .,... 'Sf" 4:12 PITCH 4:12 PITCH 11111 V --:-7·· . . I I I /I /I 1111 J·" I ·· .· I . . I I I I I · ... I I I r I J 1111 i I I I I I I I I 1111 I I () I- 4:12 Pl~CH ... 1111 L_ _ _J J: 0 I- t D / .- II () . '-· '7 . (l_ N.·1 ,cc· ·.S2··1·/ w . ~. t I/ ii i,.._ (EX) 412 PITCH . . _J. / I I (l;X)4:J2 PITCH / l '""1 I 1·· ----. I C) /l- o. .,i.'\I ·.,- '<I'·· -->< W-1 )'""' ~l/ CL N ~ X I.LI .··-- _......,. .... '.:i .. (EX)4: 12Pl"J:CH _ .. / (EX) 4:12 PITCH -----~ I L-· -/ / /// . . ' ' -.·-/- -/--.-· - / /I I l I I J I I I I '/ I 1./ I .. I I I J J .·. I/ I / I/ I J/ I I I 1 · I _::__J ROOF VENT CALCULATION PROVIDE ATTIC VENTILATION EQUAL TO 1/150 OF ATTIC AREA, (50% OF VENT AREA SHALL BE AT LEAST 3 FEET ABOVE EAVE LINE.) ATTICAREA= 950 S.F., 950+150'= 6.33 S.F. 6.33 x 144 = 912 SQ. IN. REQUIRED VENT AREA. 912 + 86.25 = 10.57 PROVIDE 11 O'HAGEN ROOF VENTS, MODEL NO. "M", @ 86.25 SQ. IN VENT AREA EACH. A.) INDIVIDUAL VENTILATION OPENING SHALL NOT EXCEED 144 SQUARE INCHES. 8.) ALL VENTILATION OPENINGS SHALL BE COVERED WITH NON-CUMBUSTIBLE CORROSION-RESSISTANT MESH. MESH OPENINGS SHALL BE)'e" (32mm). WHERE COMBUSTION AIR IS OBTAINED FROM AN ATTIC AREA, IT SHALL BE IN ACCORDANCE WITH CHAPTER 7 OF THE CALIFORNIA MECHANICAL CODE. (CBC SECTION 1203.2.1). C.) VENTILATION ON STRUCTURES LOCATED IMMEDIATELY ADJACENT TO BRUSH MANAGEMENT ZONE 1 SHALL NOT BE DIRECTED TOWARD HAZARDOUS AREAS OF NATIVE OR NATURALIZED VEGETATING. D.) ATTIC VENTILATION OPENINGS SHALL NOT BE LOCATED IN SOFFITS, IN EAVE OVERHANGS, BETWEEN RAFTERS AT EAVES OR IN OTHER OVERHANG AREAS ROOF VENTS, DORMER VENTS, GABLE VENTS, FOUNDATION VENTILATION OPENINGS IN VERTICAL WALLS OR OTHER SIMILAR VENTILATION OPENINGS SHALL BE LOUVERED AND COVERED WITH ;J INCH NON-CUMBUSTIVLE CORROSION-RESISTANT METAL MESH OR OTHER APPROVED MATERIAL THAT OFFERS EQUIVALENT PROTECTION. TURBINE ATTIC VENTS SHALL BE EQUIPPED TO ALLOW ONE-WAY DIRECTION ROTATION ONLY; THEY SHALL NOT FREE SPIN IN BOTH DIRECTIONS. "' THE MINIMUM REQUIRED NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF TIIE SPACE VENTILATED, PROVIDE A VAPOR RETARDER IIA VINO A TRANSMISSION RATE NOT EXCHEDJNG l PERM IN ACCORDANCE WITH ASTM E 96 IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION AND PROVIDED 50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BE VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET (914mm) ABOVE EAVE OR CORNICE VENTS, WITH THE BALANCE OP THE REQUIRED VENTILATION PROVIDED BY EA YE OR CORNICE VENTS . LEGEND INDICATES O'HAGIN ROOF VENT II MODEL NO. "M" (86.25 IN UNIT AREA EACH) SECTION A-A -l9ff COYER!I AIIAlAll£ IN: -!W.YRIIZm 2& ~ (PAM ONE SHIDE IWIKER rw.H 111..E COi.DR) -H.WINIIIJN .032 -OOl'PSl 1ft o:z II ~-AAEAS, Off'SET PRIUll't ltilfT (2)1a£COl!Rl:a j------t'-SJ/4" [+7&.ll]l--~.----j A J-------1'-7" [<le2.G] Clf'OIING!------l SECTION B-B NOTE: 1. RADIANT BARRIER IS REQUIRED. 2. ROOF PITCH IS 4:12 U.0.N. 3. CERTAINTEED -FLINTLASTIC GTS (ICC# ER-1388) AT 1 :12 ROOF AREA. (CLASS "A" ROOF ASSEMBLY) 4. EXPOSED VALLEY FLASHINGS SHALL BE CONSTRUCTED WITH MIN. 26-GAUGE CORROSION-RESSISTANT METAL INSTALLED OVER MIN. 36" WIDE SINGLE LAYER OF NO. 72 ASTM CAP SHEET RUNNING FULL LENTH OF VALLEY. (County Building Code 92.1.705A.3) 5. REDLANDS CLAY TILE COMPANY -CLAY ROOF TILE (ICC# ESR-1489), OVER 40# FELT, TYP. (CLASS "A" ROOF ASSEMBLY), U.N.O. 6. ALL EAVES OVERHANGS TO MATCH EXISTING HOUSE. 7. PROVIDE O'HAGEN, FLAMAE & EMBER RESISTANT VENTS 8. PAPER-FACED INSULATION PROHIBITED IN ATIICS OR OTHER VENTILATED SPACES. ( COUNTY BUILDING CODE 92.1.711A.1) 9. NEWPORT TOOL & FASTENER CO., INC -WIRE TIE TILE SYSTEM (ICC# ER-1411) AT 1 :12 ROOF AREA. 10. WILD FIRE NOTE: ALL ROOF VENTS ( ROOF, FOUNDATION, COMBUSTION-AIR, ECT.) SHALL COMPLY WITH THE FOLLOWING (COUNTY BUILDING CODE 92.1.706A.1): A. PROTECTED BY LOUVERS AND 1/8" NONCOMBUSTIBLE, CORROSION-RESISTANT MESH. EXCEPTION: APPROVED VENTS RESISTING INTRUSION OF FLAMES AND EMBERS. B. TURBINE ATTIC VENTS EQUIPPED TO ALLOW ROTATION IN ONLY ONE DIRECTION. 11. PRIMARY ROOF DRAINS: A. ROOF DRAINS SIZED PER CPC TABLED 1.1 AND LOCATED AT LOW POINT OF ROOF. SCUPPERS SIZED PER CBC TABLED 1.1 AND PLACED LEVEL WITH ROOF SURFACE IN ADJACENT WALLS OR PARAPETS. B. SECONDARY (EMERGENCY OVERFLOW) ROOF DRAINAGE WITH SAME CAPACITY AS PRIMARY ROOF DRAINAGE PER ON OF THE FOLLOWING: ROOF DRAINS WITH MAXIMUM HEIGHT TO PREVENT ROOF PONDING AND MINIMUM 2" ABOVE LOW POINT OF ROOF. SCUPPERS THREE TIMES SIZE OF ROOF DRAINS WITH MINIMIM 4" OPENING HEIGHT AND INSTALLED 2" ABOVE LOW POINT OF ROOF IN ADJECENT PARAPET WALLS C. SEPEREATE DRAIN AND OVERFLOW OUTLETS REQUIRED. ROOF PLAN SCALE: 1/4" = 1'-0" PLOT DATE 10.10.16 w u z w Q A-6.0