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Home My WebLink AboutCDP 2017-0016; ALLEN ADDITION; Planning CommissionEXISTING WATER METER PER CITY OF CARLSBAD D WG. NO. 180-10 EXISTING SEWER LATERAL PER CITY OF CARLSBAD D WG. NO. 180-10 EXISTING AT&T-----.. UTILITY BOX EXISTING FIRE HYDRANT PER TY--'--~ OF CARLSBAD DWG. NO. 18 -10 FR0/'JT YARD /SFTBACK -EXIST. \!VO OD FENCE ~~ ~~--t--------- P R OP OSED ADDITION~~t:· / / / -~·/ / r------E XIS Tl NG S. F. R. ----1--i,~~-~//] , , ,,.f / EXIST. RETAINING WALL~~ SECTION: ''B-B'' NO SCALE FE. TF=110.28 BF=104.28 EXISTING 6. O' WOOD FENCE REFUGIO AVENUE ~ EXISTING CURB, GUTTER & SIDEWALK fP_ ~ 0 EXISTING roO /\ Ix. I EWA Y/i ARK! <;}v,G \)~ 0 EXISTING S. F. R. EL=104.71~ EXIST. SOUND WALL - EXIST. RETAINING WALL:·~ ACAL ENGINEERING & SURVEYING W.O. 17-1017 SECTION: ''A-A'' NO SCALE EXIST. 2: 1 SLOPE___,, ~TW=107.64 BW-105.14 ---EXISTING SEGMENTED RETAINING WALL \\ ~ 2. 50' HIGH MAX. B -----EXISTING 5. O' TALL WOOD FENCE , /' -EXISTING STORAGE/ S 0/ TO BE REMOVEQ/ 7 / ~EL=105.64 . . / ... ~ENO WALL 1 r2f6. 20 / . / .. SID[i Y/J, [j,/SffB/1,,CK / / ,/ . . . . . CDP 2017-0016 SITE PLAN TRAVIS & DANIELLE ALLEN 4809 REFUGIO AVENUE CARLSBAD, CA. A.P.N. 207-350-47 PROJECT SUMMARY SITE ACREAGE: EXIST. LAND USE DESIGNATION: EXIST. ZONING: PROP. LAND USE: EXIST. TOTAL BUILDING COVERAGE: PROP. TOTAL BUILDING COVERAGE: 8,000 SQ. FT. R-4 R-1-8000/5.4 D.U. PER ACRE S.F.R. 2,035 SQ. FT./25.44% 2,729 SQ. FT./34.11% PROJECT DESCRIPTION: ROOM ADDITION TO EXISTING SINGLE FAMILY RESIDENCE GRADING QUANTITIES: 0 C. Y. CUT, 0 C. Y. FILL LEGAL DESCRIPTION: LOT 177 OF MAP NO. 8177 TOTAL PROPOSED NEW CREATED IMPERVIOUS AREA: 137 S.F. TOTLA REPLACED IMPERVIOUS AREA: 557 S.F. WATER DISTRICT: CITY OF CARLSBAD SEWER DISTRICT: CITY OF CARLSBAD SCHOOL DISTRICT: CARLSBAD SCHOOL DISTRICT 7A~Pkox./ 2·0' .TALL / PU\JE,·fREt '" / .-/ --~--- _, ·- i I CITY OF CARLSBAD PLANNING COMMISSION Case Name: ~ ,li,,J,tJ17rbrl CaseNo.: CDP 7£'}1'--et>IG .,,. ? .. L;;; , /I, f ft Exhibit No; /4--Date: ~ '¢, 1/· ~ / ACAL Engineering & Surveying1 Inc. Professional Engineers and Land Surveyors 145 N. Melrose Drive, #200 Vista, Ca. 92083 Phone: (760) 724-7674 FAX: (760) 724-0940 DAVID H. LDwEN ENGINEER OF wDRK 31915 RCE 12/31/18 03/02/17 DATE EXISTING WATER METER PER CITY OF CARLSBAD D WG. NO. 180-10 EXISTING SEWER LATERAL PER CITY. OF CARLSBAD DWG. NO. 180-10 -·--·-·- EXISTING AT&T-~ UTILITY BOX EXISTING FIRE HYDRANT PER· C Y-~ OF CARLSBAD D WG. NO. 18 -10 EXISTING PINE TREE~ APPR01/ TALL ctil f"-F?O!\IT YARD-~ St TBl\CK REFUGIO AVENUE ~ ~XIST. WOOD FENCE----+--- PROPOSEO ADOITION------ r-------EXISTING S. F. R. ---v EXIST. RETAINING WALL~~ SECTION: "B-8" NO SCALE re_ TF = 110.28 ·. BF=104.28 EXISTING 6. o' L LL-------- WOOD FENCE cL= 104. 71 -- SIDE YARD SETBACK~----~ EXISTING CURB, GUTTER & SIDEWALK PROPOSED ADD!TION,-7'---{ EXISTING S.F.R. SECTION: "A-A" NO SCALE EXIST. SOUND WALL EXIST. RETAINING WALi: EXIST. 2: 1 SLOPE ACAL ENGINEERING & SURVEYING w.o. 17-1017 / ~EXISTING 8" E.S. V. C.P. SEI/VER LINE PER CITY OF CARLSBAD DWG. NO. 180-10 ~EXISTING 8" A. C. (C150T) WATER LINE PER CITY OF CARLSBAD DWG. NO. 180-10 \\ B -~--------~-~-· ,, ··-- ---- / CDP 2017-0016 PLOT PLAN TRAVIS & DANIELLE ALLEN 4809 REFUGIO AVENUE CARLSBAD, CA. A.P.N. 207-350-47 PROJECT SUMMARY SITE ACREAGE: EXIST. LAND USE DESIGNATION: EXIST. ZONING: PROP. LAND USE: EXIST. TOTAL BUILDING COVERAGE: PROP. TOTAL BUILDING COVERAGE: 8,000 SQ. FT. R-4 R-1-8000/5.4 D.U. PER ACRE S.F.R. 2,035 SQ. FT./25.44% 2,729 SQ. FT./34.11% PROJECT DESCRIPTION: ROOM ADDITION TO EXISTING SINGLE FAMILY RESIDENCE GRADING QUANTITIES: 0 C. Y. CUT, 0 C. Y. FILL LEGAL DESCRIPTION: LOT 177 OF MAP NO. 8177 TOTAL PROPOSED NEW CREATED IMPERVIOUS AREA: 137 S.F. TOTLA REPLACED IMPERVIOUS AREA: 557 S.F. WATER DISTRICT: CITY OF CARLSBAD SEWER DISTRICT: CITY OF CARLSBAD SCHOOL DISTRICT: CARLSBAD SCHOOL DISTRICT ACAL [ng/neering & Surveying, Inc. Professional Engineers and Land Surveyors 145 N. Melrose Drive, #200 Vista, Ca. 92083 Phone: (760) 724-7674 DAVID H. LDw'EN ENGINEER OF w'DRK FAX: (760) 724-0940 31915 12/31/18 03/02/17 RCE EXP.LIC,DATE DATE NEW ROOF VENTS: VENTS REQUIRED O' NEW GARAGE AREA ~ 150= 0 801 .0 NEW HOUSE AREA ~ 150= 5.34' TOT AL REOUIRED-5.34' ALL ATTIC VENTILATION OPENING SHALL BE COVERED WITH CORROSION-RESIST ANT METAL MESH WITH MESH OPENING OF 1 /8 INCH IN EACH DIMENSION VENTS PROVIDED QUN TYPE AREA 14 "X36" VENTS (3.2') = 14-1/2"X30" VENTS [3.02'] = 14· 1 /2"X24" VENTS [Z.13'] = 14"X1 Z"VENT[.94'EA.]= ~ OHAGIN ROOF VENTS 95 SQ. IN. 5.85' L,---..M ,UJ ~-t" I , TOTAL PROVIDED = 5.85' ,, 2'6" MIN. CHIMNEY TO ROOF CLEARANCE FOR A 1 O"O" RADIUS ABOUT THE CHIMNEY, ALSO CHECK WITH MANUFACTURER TO SEE WHAT IS THE MIN. & MAX. OPERATING HEIGHT. SPARK ARRESTORS SHALL BE INST All.ED o.N ·:.f.,t.l.-CHIMNEYS. . -. ··-·---.--.-:. .. ·+-·-~· .· . . . --: .--. . . . . .. . . -. ", ~ -. : .· • • -•• --• • ! . -,._ ·. '-·.-: ELEVATION PLAN LEGEND ~ L:3 § STUCCO [ SEE OWNER FOR COLOR & TEXTURE ] SIDING [ SEE OWNER FOR COLOR ~ TEXTURE ] • OR. SHADED AREA lr2I . [E • BRICK OR ROCK 1I5:90Rgg:J VENEER EXTERIOR FINISH: STUCCO WITH METAL LATH OVER 15# FELT MIN . AS PER C.B.C. WITH A DRIP SCREEb 2" BELOW THE MUD SILL AND A MINIMUM OF 8 INCHES ABOVE GRADE AND 2" ABOVE PAVEMENT SEE OWNER FOR TYPE AND COLOR. TEXTURE, ECT. ._. , ,. ·-·-·, .. . . -;;:.-·· . ~ -.-··::. . -;·-.-·~. -:-.-'., __ :_\:· _;_:_: ·=x:: -. ·: . •;·,-,· . . :---.. -· · . I SHLfTTERS 1--1 WINDOWS SEE SEE OWNER .. PLAN p;;ijOR .p;;:j ROOF COVERING !±JI eiSl SEE PLAN Fff!OR lori TILE [ SEE OWNER tt] 00 FOR COLOR] GRADED PAPER SHALL BE USED UNDER i;\L~EX.TJ;RIQR •. _ -...-• WALL CC:VERING§_P;rtD~ T_Y-{Q):.6-i:at.rn== GRAD"E··u:-:, · -· .. _-"'-.."I..~--·~ .. ::,; . f'fl,fE"t{-$f;IJ!!ruL 1l""tc ji1r£,pl1Eb OVl::R ALL WOOD • • • -.;-_. " " " " . ·.: . .:--.. _ -~ .-._.-. ._ . ·_:"-· -.•_.. · .. ', .. : . -:: -, .. -. ,...-;" ._--;; . . . ... • . ,,.A,···.,,.~·-· ' . ~. .. :'·: "OHAGIN ROQF VENTS -.,._. .. ·. -,-... ·.··. 1-.-, -.,-, . ,-~ ... ,}, • "". . . ... ' •• ·:. ;a'• < ·>,-;:. • • . , • . : .-.=· ·.-.),t::j-:r.,,.. ,,-,.~~ ··.-!''-, ' . . .. ., . .-~ .. -........ . . .' . " ·' -·· . : ·., • "" " .·• . : -" " "" -. ._, ·--· . . -:--:.. .. ... ·-:. --. ----. .. -. . .. ·:· .. .-··• .. ··.-... . ....... . ... : ·, . ;. • E .... .-•.• _. ..... .. ·:.-·. -.•• '.~----.. · -".'c:""'."°·---- ·: .:.:·:-"::;·:.:.: ,: • ... • .:. T • ..,. .. :· . =~---;..-· ·.-· .· .,. ... _:---. . . . •. ;; -~ ·-;·.·. ;-::. : := ::t. : .. ·. . r_ ·. .· = . .. ·. . .. . . " --·-.: . , --."·.:~· ............ ·; ;BA.SESH!;AJHING: , ~ ._· ~. • <:: -' L =-=-:;~- • . ' ,• .. . . -•• .· ... :.-.-:_ -: • • • . -. .._ ... ... " ... -... _ .. ·-::·. . . ' -: -· .. .. -. : .. ......... "; . .._ . "' . .:. _.. .. . ---·--· ' . _. -. _. ~ " -------, ...-: . --. • ~ ... , ' , -----· .,. \_ ~ .• 1 95 SQ. IN.":cjcH= .65 SQ. FT. ICC#9650A ' ' .. . •, . ,. • '~ -~·1._ " ' .. ' . ". . ' . -.: : . ' . ' .. ::;-, .. '. 14' O" + R· I I 6'8" .... ·. . ·• .. ' ~. .. . : . . . ' . ,., I I. J '. .. ( .. ONLY NEW VENTS SHOWN. ANY VENTS REMOVED MUST BE REPLACED BY NEW VENTS OF EQUAL OR GRATER SIZE ANY VENTS REMOVED MUST BE REPLACED BY NEW VENTS OF EQUAL OR GRATER SIZE STUCCO All NEW SOFFITS NEW AREA • .. • ... FRONT VIEW SCALE 1/4"=1'011 • . ................................. >:-:-:-: 1 ·. D .... ·. lJ . · ·. · ·u · , -: :-: . . . . . . . . . . . . . . . .. . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . " . . . . . . . . . . . . . ..... . OHAGIN ROOF VENTS 95 SQ. IN. EACH= .65 SQ. FT. ICC#9650A THIS PROJECT WILL COMPLY WITH THE FOLLOWING BUILDING CODES AND ASSOCIATED CITY AMENDMENTS: 2016 CALIFORNIA RESIDENTIAL CODE (CRC) AND OR 2016 CALIFORNIA BUILDING CODE (CBC) AS APPLICABLE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE ( CALGREEN ) 2016 CALIFORNIA ELECTRICAL CODE (CEC) 2016 CALIFORNIA MECHANICAL CODE (CMC) 2016 CALIFORNIA PLUMBING CODE (CPC) •• : ./ ·.·;, "0 201 6 CALIFORNIA FIRE CODE (CFC) --~,· ., ,. .:·:.-·::, "··· · · .i .· _, 2.Ql 6 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (CBEES) · ... _, . - NEW AREA NEW HOUSE SCOPE OF WORK: BUILD NEW 660.75 SQ.FT. HOUSE ADDITION AND 68.0 SQ.FT. GARAGE ADDITION AND ALL THE WORK ASSOCIATED WITH ACCOMPLISHING THESE TASKS OWNER: DANIELLE & TRAVIS ALLEN PHONE#: 760 41 5-3660 ADDRESS & SITE ADDRESS : 4809 REFUGIO AVE. CARLSBAD CALIF. APN #: 207-350-47-00 LIVING AREA-~_660.75SQ.FT. _____ _ NEW PORCHES = __ O' ____ _ NEW ¥f1fE= ___ 68.0' SQ. FT. o~w! * PLANS BY RON LINVILLE 804 PIER VIEW WY SUITE 207 OCEANSIDE, CA. 92054 * ALL WORK SHALL COMPLY WITH ALL CURRENT CODES AS ADAPOTED BY THE COUNTY AND ST ATE OCCUPANCY= FOR HOUSE R-3, FOR THE GARAGE U TYPi= ni= rnMC:TRI IrT1n~I= \/.R TABLE OF CONTENTS PAGE# CONTENT 1 PLOT PLAN 2 ELEVATIONS 3 IN N 4 NEW FLOOR PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ELECTRICAL PLAN CAL GREEN& NOTES & DETAILS ATTACH TITLE 24 & ENERGY .... -........... -...................................................................... -..... -...... -........................................ . 14' O" + R-All VENTS CAN BE SUBSTITUTED WITH A DIFFERENT STYLE OF VENT WITH THE SAME VENTING AREA . . . . . . . . . . . . . . . . . . . . . . . . . ~ " " " " •• " " > _: ·,cc'':::::::: •• <.:::::::: :::_: ·-: :_. ·-: ·-•. : ::_ : __ -·-"~-: --.. ,_-'_ ~•_~~_":_:' __ ~;_-r~. > __ ,_ ~-: :_: •• : :.<.:: ·-~ :_. :_: :_: :_: :_: :_ :_ :_" · ... ". 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TO MATCH EXISTING HOUSE 14 I on + R· .......... " ....... " . . . . . . . . . . . . . . . . . . . . . . . . . . . . -............... -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... -............... -..... --... . EXTERIOR FINISH: STUCCO WITH METAL LATH OVER 15# FELT MIN. AS PER C.B.C. WITH A DRIP SCREED 2" BELOW THE MUD SILL AND A MINIMUM OF 8 INCHES ABOVE GRADE AND 2" ABOVE PAVEMENT SEE OWNER FOR TYPE AND COLOR, TEXTURE, ECT. GRADE D PAPER SHALL BE USED UNDER ALL EXTERIOR WALL COVERINGS AND TWO LAYERS OF GRADED PAPER SHALL BE APPLIED OVER ALL WOOD BASE SHEATHING. ' I I I ' ~ )( -EXISTING NEW REAR VIEW SCALE 1/4"=7'0" #2633-2750 6'8" RONS HOUSE PLANS SCALE: 1/4"=1'0" CONTRACTOR: DATE: 12·27·16 OWNERS NAME DANIELLE ALLEN (760) 724-41 59 DRAWN BY: RTL OWNERS PHONE# (760) 415-3660 DRAWING NUMBER 2 OF 8 -------- ' 4 ,. Sl' ' 13' ., ,.._ ____________________ . ________ 54• ____________________________ _., ~---8' ____ .,...o--·------------26' _____________ .,.1--_________ zo• ____ ~-------1..I EXISTING 4'0"X3'6" SL EXISTING 1 Z10 11X618 1' SL EXISTING 2'0"X3'0" SL EXISTING 2'0"X3'0" SL i---------16'------~---4'_....i ,.._..__5• --4'_ ..... ..,... ___ 7' ___ ..i -:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:• .· . . •. •.• EXl~IING 6'0"X6'8" SL .-. :!: MASTER SUTE ·-· .·. :-: f ·-· -:· ·-:-:-:-:-:-:-:-:-:-:-:-:-:-:.:-:-:-:-:-: ::: -:-:-:-:-:-:.:-:-:-:.;-:-:-:-: -: ·-· t::=? I-·•· i;;..;..:;... ... I-·.· E/ I-._, I=::: I-._. ~ ·.· ~-- [_ :: I,..__ ·-· E':-1-::· i,..__·,· I---·.· I,..__ ••• ~::; •.•. ::-:::::-:-:-:-:-:-:-:-:-:-:-:-:-:::-: ::: ,::. -.-·,· ·-· -· . . . . . . . . . . . . . . . . . . :::~=-:rn 1,-,:-:--:-:--:-:--1----,--:-:_.J-:-:-\ ·.:. •.• ~: ~ ~--1-------tp~~~~~~~~~~~~~-·1:··<---:z----==~__,_ .·. · ;::'·:-,-,.,.,.,.,.,. 8,-o ,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,., ·=·=·=·=·=-,-=-=·=·=·=·=-· ·=· === =-=-=-=-=-=-=-,-=--·=·=·=·=·=·=·=·=·=·= i~ "='=,1 r'::"'\ r'::"'\ ;;:. I·.· .. \·c,- \.L,I \.L,I 1':':':':':Jl EXISTING 4'0HXZ'0" • • SL 51611 •• ( . -.-.1-r-~ ..... :;:~ @® ::::::: -@@ DIN I ~G ROOM C:: ;:;.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,., .,.,.,.,.,.,.,.,.,.,.,.;:; ;:; C9 ,,,,~;,;+--, ... ,. ---I =:: 11/::::::11 :-:-:-:-:-:-:-:-:-:-:-:-:-·-· :-: ;:: ;::J---_ ____J l FAMILY ROOM •.• 1 Z 6" =:=:: -·-"""' .·. I"""---"' -, <n IC -0 OJ q .·. .•. KITCH =N ·-· m "! EXISTING :7 .:§:0>>< : ~§ : : :-:· :t'Xl'O" :-: ' y ::: l---------h~~~~~~~~....f :-: -:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-::: ' z~· ' ·-· ·-· :,: ~ f-----fi+i __ s_E_R_V_I c_E __ _LI;:;'-z,-=--=""·=·==·=·=·::'.:=·=·=Z·=·=·==·=·=~-=-=c:c:·-=·=·ecc=--=-=""·-=·=·c:c:=--=-=""·-=·=c:c:·=__,·=·J_·_ zz_~ ~___J ~-,:c:,;=·=·=4·= _ _,,4'6"__,..i,{i ;;"" :,· ·,: GARAGE 20 6" } ·-· 20 611 :;: .•. .·. :::: -:-::: ·.· ·-· ·-· 17 611 ,:-:, .·. .·. •.• .. ,...__.4·--.r.·,:=: :=:-:-;:;:;:;:;.;:;:;.;.;:;:;:;:;:;:;:;:;:;:;.;:::;.;:;:;: -:-:--·::: ::: ;:; ·-:-:-:,--------::::;:::q··· ·,· .-. i 6' ," :Ill STORAGE~ r :::·:-:-:-:-:-:;:-:-:-:-:-:-:-:-:- :::: } FAU 12> •::::::::::::::::::::::::: ::: ::=:-:::::=:=:=:=:=:=:::::,:-: . ·. ~- ENTRY -~- -:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:- BEDROOM #2 -:-:-:-:-:-:-:-:-::: .·. -.-. j •.• .· . .·. I ::: :;: ---'-·· !:! LIVING ~OOM :::"~:-ZJ; ,:--:-:-:-:-:-:,:-:,:':' .::: GAS ,:: METER m ::! .·. :-: ·-· :::· ·-· :-: ::: ·-· 'I l)~ :,: .·. .· _,:. ,•, ·c .·. .·. ·-·- ... ::: :-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-: . -:-:-:-::: :-:· PORCH ···L.,-,-~------------.1.------~.,..,..,1 :::1::::::: .·.·-·.-=::: -·-·-·.··-·. BEDROOM#3 EXISTING / l'G" -i..,-.i,._ ________ 16' 200 AMP. METER --------<-~ __ ..i-1'6" ... PANEL AND SERVICE ENTRANCE. .·. NO CHANGE ::: :::.:-:-:-:-:-:-:-:-:-:-:-:-:-:-:--:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-::-:- ___ 4 ·---~_,,_.,_ ____ 11 ·-----~ i.,,.._ _________ 19• _________ _,.. _______ 14• _______ ,_ __ ,6' __ ~,._ _______ 15· _______ ..i - ,._ ____________________________ 54• ____________________________ _._~ FLOOR PLAN LEGEND f;-;;;,;f:;:!i,If,,::.'iff'f:,S:,j':1'''!<;[('4/!&%.°j NEW FULL HEIGHT WALLS [,' '' ,:,1 HANDRAIL OR PARTIAL WALL 1:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-1 EXISTING FULL HEIGITT WALLS I 1 HEADER OR WALL OPENINGS WINDOW. SLIDING. GLASS DOOR ~ OR MIRROR DOOR RETAINING WALLS IIII II 1111111111111111 SHELF AND POLE SCALE 1/4" = 1'0" EXISTING HOUSE 1618.75 ft' LIVING AREA ______ _ DECKS PORCHES GARAGE _ _c4-'-'16c.:,.2cc5...cftc__' __ • 12 6" 2'6" • . ' ' • 5'0"X3'0" SHOWER W/TEMP GLASS 52' RONS HOUSE PLANS SCALE: 1/4"=1'0" CONTRACTOR: DATE: 1 2-27-16 OWNERS NAME DANIELLE ALLEN (760) 724-41 59 DRAWN BY: RTL OWNERS PHONE# (760) 41 5-3660 DRAWING NUMBER 3 OF 8 ,. __________ 16'6" ____________ ~ -~ WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A METAL TIE MINIMUM ' 5) OF "0.058" INCHES THICK AND "1-1 /2" INCHES WIDE SHALL BE FASTENED ACROSS THE OPENING WITH 6-7 6d NAILS MINIMUM EACH SIDE. CBC 14-----8'6" ____ .,. .. -,-----------+------------....::!L--------=,,,.---+-----,r ?6' 54' • DOUBLE TOP PLATE TO HAVE A 48" MIN. LAP SPLICE PROVIDE 8-l 6d LAP SPICE NAILING MIN. CBC. 2308.9.2.1. THESE PLANS AND ALL WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN ST ATE OF CALIFORNIA TITLE 24 CCR 22 1 3 )' i 1 ~- 1 )' ' .,. I 3,l,t\JEW I 2'0"X3'0" I SL t 14------------+-----------+------·42'6"------------+---------------.i i.-----8'-----14------------------26' -+----------------<~-t--------------20'------------+1 q'6" ----------+i+----------16' __________ ..,.,.__4• __ +1 i.--------12'911_--1-____ __,_,,__3'9"_____.,1<------,,-3-,,--" --_-------------+----41911 ----16'6" 16' --~i-----------1-1--~ --I~ NEW 12'0"X6'8" SL TEMPE<ED GL~SS I"' ~ ~ , ~ I I I & 8'3/4" CEIUl"TG ---l!,,e:1,-------1 '·;;I¼:~::c':·--:;3~;;"''- 4.l" NEW 16'0"X618" SL TEMPERED GLASS ___ 5• _________ .4• _________ 7' ____ ~ •:•:•:-:-:-:-:•:•:•:-:-:-:-:-:-:•:•:•:•:•:•: •:• ¥ ~ REMOVE f,, EXISTING t ~~O"X3'0" :-: :=: -·· ;!,?.-~'§~T;T;W::SC"1..·:::E;;,:m:r::&; :~: :-: ::: ·=· .·. :-: :-: MASTER SUTE 8'3/4" CEILING EXISTING 6'0"X6'8" SL .:,:-:-:-:•:•:•:-:-:-:-:-:-:-:-:-:-:-:-·::: -:·:-:-:-:-:-:-:-:-:-:-:-:-:-: •:• :-: -·:-=··· ==::: -··· =··· _:;: =::: =··· ==::: -··· =·-· ==:::: -·· ==::· -·-· = .·.· ~t . . . . . . . . . . . . . . . . . . . ·-· .·.·.·.·.·-·-·.·-·.·.·.·.·-·.·-·-·- ii' i ill'° l----+---+----~~~~i------------+-------l~f--1~;~"~~4~4-+-~-,-1-1t.....1, ~ ~ ~ NEW FAMILY ROOM 8'3/4" CEILING :-: ~ k ! ~~ 2S~L;.:,O" 11 '-~----+-----""1 '9"• Id\ 8 ,. 103 "' ... '. ... '" ... ,i ' ~ 1,~ l-----Jf--L-+--.-'-----e-----------+---~k=el''4""--..i. 2 " " • ~~ t =·=·=·=-,-,.,.,.,.,.,.,.,.,.,.,.,.,.,.,,__._:_:_: __ I ___ A -22 ~--·----~_!_:!:,_·!---r':"1-1"'::"1-~ t~' Jt{\J-[~,tsi&,, r?. r''i' -rnr::;;~te,:=:f::]r--7----------------------------------------------------- ; S RVICE ,_:: __ ; L..L..:::~::..-!....::'-----=,k~ ~~ .-L ~ L,r 22 \.J.,/ '-I.I ([:::;:;:;::• ,. .. , ... = -:;: . I :-:---.-· 3'6"X3'0" SHOWER V/TEMP GLASS EXISTING 4'0"XZ'0" SL 5'611 J ; ,:=l:::::,-::::=::-7 :-: 1-----------------~-,-r---.~~~~:~:~gow -_j·i,··;;:·'2:····,:1-·L.LI ,•. :-:.:.:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:.;.;.:-:-:-:-:-:•:•:-:-: -:-11-··:·"':·:.,_-:-,.,:•:•"':-:~·:·;;:·:1------l DINING ROOM ::: IT'\ IF'·'-:C:'11 ? _______ •:-:- 4'6" ~ ' 'h-±-::t7 C---.OPENING ______, ____ C!) __ L-_\~~~:::__ 6 ____ .,._1 w, :):i!:i : c(ITCHEt j '""·'°"" TEMP RED GLASS ::: } \.._:_,I :-:-:•:•:• .·.·.·.·.·.·-·.·.·.·.·.·. 8'3/4" CEILING ::: •l------' @: 1· ... 12 6" ~ ~ ~ ~ .:.::1.... 0 OJ q :1: ~ X rn ~ ... I ~2~ NEW . 3'0"X3'6" 8'3/4" CEILING -- 4 " ALL NEW GLAZING [ FENESTRATIONS ] WILL EE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOW THE l VALUE. it l,,,1i...-_4'---t-""'!R,.-4'6"_-+1 2V· 14--_ _oR'6''·_ 1----;"~~~"'·-_:-->I TEMPERED GLASS _/ DRYERVENTT( l'fu::: 20 6 " 4---1;;1;1.i ___ ---.! ON THE ROOF. RYER VENT / ~ [4"MIN.] 14' M~. LE%TH, ;, COMBINED HOR~ONT L •,,, f2{~~T~:GL ~~ ~~~~o i AND SHALL BE QUIP ED / GAS fc. WITH BACK-DRl<\FT D MPER / METER I -.. ,.,,. __ _ / W14-7/B"X Dl 1-1/8" ' / X HZS-3/8" MIN. 12" 116" -----l-<1----1"1 SHEL' It.(& SHOE!=::: 8'3/4" CEILINo --;.I-+--'--, -·-· 6 _.;. ----------.-. ~2--·· -·,· :.;.:.=:: •.• ~TT~TT!µ~~~.!,~,,ll~[~"J~.,,_ !=J:l-:-:-::Z:-....... :-:-=::-.---:-±::-: ...... •:•:Z-:-:- 3 8$-:, 5 ,2::.,2,:-:-:-::z:-:-:-::Z:-:-:-d:-:: ~_:2:_-___J:,.:m,-:-: _,4'6"-+-+t-:;:;: SHOWER W/TEMP GL4SS GARAGE 8'3"+0R-CEILING 20 6 11 :-: .·. ::: . ·. .· . . ·. .·. ;:: -:-· ::: !ii .·. .·. .·. •'• ·-· ·-· 36" FP 17 6" :-: <· .· ,•, ,:: ,: ... _ _.4'---'1'----1..J••::: :-:-:-:-:-:-•-:':-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:':-:: .·. ·.· :::: ::: :: :: 6' ," :l!i STORAGE~ __ z~ ·-:· ~ :;: .·. ~- ' ' ENTRY 8'3/4" CEILING ;c "' v .. \.. ./ -:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:•:•:-:-:-:-:-:•:•:•:•:•:-:-:-:-:•:• ·.· -:- ::: .•. .·. .·. .·. ::: .·. ::: .· . ::: •:•:•:-:-:-:-:-:-::: .·. BEDROOM #2 8'3/4." CEILING •.• } :•: ,:, z !I 1111111111 1111111111111111 II} .•. •'• LIVING ~OOM ~? ~ ;:: 'i'i'ffi'i'i'ffi'i'ifffii'('i'i'i'fi'i'iffffiTj ~-3 Q 3 -"'{~--6 .... , ... , ... :,::·····''' ·.·, -:-:,: ::: .·. :,: .•. :-:-:-:-:-:-:-:-:•:-:-:-:-:-:-:-:• •:•:• 1 '6" _ .. _.,- 8'3/4" CEILING + l--P-"1------''-----.h:J.:, 2-"::: •.· ' ' :;: i:: . :-: .::: :,:, ::: } ~ ._,_'._ :-:-:-:-:-:-:•:.:-:-. -:-:-:-::: PORCH ::: 8'3"+0R-CEILING BEDROOM#3 8'3/4" CEILING :=: .-:-•,•, ·-·- ABOVE GROUND , MOVE EXISTING . o 200 AMP. METER i.,.,.,____4'-----1-i ,.__,._ _________ 16' __________ ..,_ :::. -·· } THE PLUMBING FIXTURES AND PLUMBING FITTINGS SHALL MEET THE STANDARDS NOTED BELOW TO MEET THE CAL GREEN 20% INDOOR WATER SAVINGS: 1] WATER CLOSET, GRAVITY TANK-TYPE, FLUSHOMETER TANK TYPE, ELECTROMECHANICAL HYDRAULIC TYPE -1.28 GALLONS PER FLUSH MAX. 2] SHOWER HEAD -2.0 GPM MAX. 3] KITCHEN FAUCETS -1.8 GPM MAX. 4]LAVATORY FAUCETS-1.5 GPM MAX. 5] URINALS .5 GALLONS PER FLUSH ] IN SHOWERS AND TUB-SHOWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. CPC 6]PERMANENT VACUUM BREAKERS SHALL BE INSTALLED WITH ALL NEW HOSE BIBS. FIRE STOPS AT THE FOLLOWING LOCATIONS PER CBC 708. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, .4T THE CEILING AND FLOOR LEVELS AND AT 1 O' FOOT INTERVALS ALONG THE LENGTH OF THE WALIL: B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS; C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF ST AIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED; AND D. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. E. AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY-BUILT CHIMNEYS. PRIOR TO CONSTRUCTION THE FRAMING CONTRACTOR AND THE HEATING CONTRACTOR ARE TO DETERMINE WHERE THE HEATING DUCTS, RETURN AIR, ECT ARE TO GO. PANEL AND SERVICE ENTRANCE. NO CHANGE ., ' ""· 5 ) •'• -:· •:•:•:-:-:-:-:-:-:•:-:•:•:•:-:--:- :-:· :::: :-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-::::: ,..__.4' __ .. ________ 11 • ______ .J -19'----~----~-~-------14' _______ .,._ __ 6' ___ ,._ _______ 15• _______ ~ ______________________________ 54·-----------------------~-----__.J FLOOR PLAN LEGEND !:Ct.;;, ~:,,::,".'.:?l:,;.,:.:~~: ~.,:. '.•' ;:.,~~ NEW FULL HEIGHT WALLS E>,"-"-"-"-"-I HANDRAIL OR PARTIAL WALL [-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-1 EXISTING FULL HEIGHT W4LLS I 1 HEADER OR WALL OPENINGS WINDOW, SLIDING, GLASS DOOR W2J OR MIRROR DOOR RETAINING WALLS llllll 1111111111111111 SHELF AND POLE SCALE 7 /4" = 1 '0" EXISTING HOUSE LIVING AREA ___ 1_6_1_8_.7_5_f_t' __ _ NEW AREA 660.75 ft' EXISTING GARAGE-__ 4_1_6_.2__c5_f_t' __ _ NEW GARAGE ___ 6_8_-0_0_ft_' __ 6'611 EXISTING 4'0"Xl 1011 SL 12 6" • z1611 • ,, - 1 " L • GENERAL NOTES * BALLOON FRAME ALL W,~LLS OF ROOMS WITH SLOPING CEILINGS * MAXIMUM UNBRACED HEIGHT OF LATERALLY UNSUPPORTED, 2X4,3X4,2X6, STUDS IS 1 O'O" FOR BEARiNG WALLS * MAXIMUM UNBRACED HEIQiHT OF LATERALLY UNSUPPORTED STUDS FOF NON-BEARING WALLS IS AS FOLLOWS: [A] 2X4 AND 3X4 IS 14' [!l] 2X6] IS 20' DOUBLE TOP PLATE TO H;WE A MIN. 48" LAP SPLICE ALL DOOR HEADER TO B~ 4X10 UNLESS NOTED OTHERWISE CROSS BRIDGING OR BLOCKING AT FLOOR JOISTS AND RAFTERS 12" OR MORE IN DEPTH SHALL BE SUPPORTED LATERALLY BY BRIDGING AT INTERVALS NOT EXCEEDING 8'0" , UNLESS BOTH EDGES ARE HELD INLINE . IN 2-STORY BUILDINGS, SHEAR PANELS AT THE FIRST STORY [AT LEAST 48" IN WIDTH] SHALL BE LOCATED AT EACH END OR AS NEAR THERETO AS POSSIBLE AND COMPRISE AT LEAST 25 PERCENT OF THE LINEAR LENGTH OF THE WALL, OR PROVIDE DESIGN. TEMPERED SAFETY GLASS IS REQUIRED PER CBC 2406.4 1 JIN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A ST ANDING SURFACE AND DRAIN INLET. 2] IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE. HINGED SHOWER DOORS MUST SWING OUTWARD. THRESHOLDS TO BE WIDE ENOUGH FOR A MINIMUM 22" WIDE DOOR AND 22" WIDE MAINTAINED EGRESS. WINDOW AREA MUST BE 8% OF THE FLOOR AREA, OF THE ROOM SERVED (C.B.C.1205.2). OPENABLE WINDOW AREA TO THE OUTDOORS OF AT LEAST 4% OF THE ROOM SERVED (C.B.C.1203.4). IN SHOWERS AND TUB-SHOWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. CBC SPECIFY 15# FELT UNDER WOOD SIDING SLEEPING ROOMS AND BASEMENTS MUST HAVE AN EXTERIOR EGRESS DOOR OR WINDOW [CBC 1026.2, 1026.3, 1026.5 ] WITH: (U.8.C. SEC. 310.4): A) 5.7 SQ. FT. MINIMUM NET CLEAR OPENABLE AREA [ 5.0 SQ. FT .. FOR GRADE-LEVEL OPENINGS] B) 24" MINIMUM NET CLEAR OPENABLE HEIGHT, CJ 20" MINIMUM NET CLEAR OPENABLE WIDTH, DJ BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44" ABOVE FLOOR, E) DIRECT OPENING TO PUBLIC WAY OR YARD/COURT OPENING TO PUBLIC WAY, F) WINDOW WELLS OF 9 SQ. FT .. HORIZONTAL AREA AND 36" MINIMUM DIMENSIONS AND EQUIPPED WITH LADDERS/ STEPS FOR ESCAPE. FOR EGRESS DOORS: MAX. 7.75 INCHES FOR IN-SWINGING DOORS FROM TOP OF THRESHOLD TO LANDING AND 1.5 INCHES FOR OUT-SWINGING FOR NON-REQUIRED DOORS: IN OR OUT SWINGING 7.75 INCHES LANDINGS AT DOORS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND LENGTH IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 36", WILL BE PROVIDED ON EACH SIDE OF DOORS. THE ELEVATION OF LANDING SHALL NOT EXCEED ONE INCH DIFFERENCE THAN THE THRESHOLD OF THE DOORWAY[ 8" IF DOOR DOES NOT SWING OVERT THE LANDING]. ALL LANDINGS SHALL SLOPE AWAY FROM THE DOOR MIN 1 /4" PER FOOT. CHECK WITH PLUMBING CONTRACTOR FOR ANY PLUMBING WALLS THAT WOULD NEED TO BE A 6" WALL. CHECK WITH THE OWNER FOR OPTIONAL 6" EXTERIOR WALLS. INSTALL WATER FOR ICE MAKER IN THE REFRIGERATOR AREA. TUB AND SHOWER TO HAVE TILE INSTALLED 70" HIGH ABOVE THE FLOOR MIN. PROVIDE LOW FLUSH TOILETS (1.28GAL.) ALL WATER CLOSETS INSTALLED ON THIS PROJECT TO BE STATE OF CALIFORNIA, DEPARTMENT OF HOUSING & COMMUNITY DEVELOPMENT APPROVED LOW WATER CONSUMPTION TYPE MAXIMUM 1.6 GALLONS PER FLUSH TWO LAYERS OF GRADED PAPER SHALL BE APPLIED OVER ALL WOOD BASE SHEA THING. ALL STRUCTURAL MATERIALS OF CONSTRUCTION TO COMPLY WITH THE CODE [CBC] ALL LUMBER AND PLYWOOD WILL BE GRADE ST AMPED BY AN APPROVED INSPECTION ANGENCY. ALL WATER HEATERS REQUIRE A MINIMUM OF 2 STRAPS [ ONE STRAP AT TOP 1 /3 OF THE TANK AND ONE STRAP AT BOTTOM 1 /3 OF TANK] TO RESIST HORIZONTAL DISPLACEMENT. STRAPS TO BE A MINIMUM OF 3/4" X24 GAUGE STRAPS WITH 1/4" X 3" LAG BOLTS ATTACHED DIRECTLY TO THE FRAMING [C.P.C. SEC SOB.2] 1. DIMENSIONS DERIVED FROM PREVIOUS PLANS PROVIDED BY THE OWNER. 2. FIELD VERIFY DIMENSIONS PRIOR TO ENGINEERING, CONSTRUCTION & SUBMITTING FOR PERMITS. 3. BUILDING PERMIT SUBMITTAL & APPROVAL REQUIRED PRIOR TO ANY MODIFICATION OR CONSTRUCTION WHICH IS REQUIRED TO MEET CURRENT BUILDING CODES & REGULATIONS IN THE ZONED AREA OF SUBJECT PROPERTY RONS HOUSE PLANS SCALE: 1 /4"=1 '0" DATE: 12-27-16 OWNERS NAME DANIELLE ALLEN CONTRACTOR: (760) 724-41 59 DRAWN BY: RTL OWNERS PHONE# (760) 415-3660 DRAWING NUMBER 4 OF 8 17 611 2 ,, 3 J' ADDITION· OVERHANGS TO MATCH THE EXISTING OVERHANGS. ROOF PITCH TO MATCH THE EXISTING ROOF. FASCIA TO MATCH EXISTING. THESE FIGURES ARE ESTIMATES AND WILL HAVE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TD STARTING CONSTRUCTON .. j, I 13' 1 ' ' C, 5 )' j I 3' ,1 ' • 4 7' 4' 5" I 3t" ! 2 )' 16'6" -..... ---------~ __________ ....., --------------+-------------~~-----54'----------------------~-----8 '6" .... !-------. -' ,. f4----------------~:____;,_6 ___________________ _,: ~-----------+-----------r------42'6"------------------------------i.~ 1-4----8'-------+-·-------------26'--------smnPSON" .. 'STI; __ ;zz, __ r, ---il-t4-----------20'------------+i ,.. _________ , 2'9"--t------,...__3 '9"-- L=S'0" i;•3rr 16' --~ ---------------@ SOLE PLATE, TOP PLATE, &24" 0.L 1+---------l 6' _____________ 4• ___ -1 -:: --\4'9"--..,·~.,_ ___ :,~·--_,..,..,_ __ 4• __ .,.._ ____ 7' ______ -I .---l-----~-~-~+-.---.-f---.---r+--r-----t------------------i---t---7 6Xl 6 HOR -:-:-:-:-:-:-:-:-:-:-:-:-:-:.:-:-:-:-:-:-:-: ,', j:t.' :/' 5' " L=5'25" L=4'75" \ rt i W..1-----.:i;::\:::::: 11===+-,~__,c----,---,----r---,c----,---+/F\= 11 /~,--lf.:I ,'; -~cc ~---r_'"t·~1~-+l,, w \1 i ' L 5'6" I fi " ' ... i. ENG. TRUSSES@ 24" O.C. • 4: 8 J -ENG. TRUSSES @ 24" O.C. X6 i¥f •,ENG.TRUSSES@ 24" O.C. ,@'.i, - !DRl-<li--+---+--11 't----+6-I··--~1' ",-. I V L I ,\ ' 1 ,.> HIDR I 0 35"' • l;L;i:3 w 4X6 ~~~ ;;'jj 1· :4 e,_osT i-,1=="1-·ii -Y • I 8'0" ' ' ' ' ' , , , , , , ' ' CMSl 6 ON 4 4 OR GI DER TR Uss / L~l?' GIRDE TRUSS \ ' 4X6 -:-:-:-:-:-:-:-:-:-:-:-:-: :: ::: .. . . . . .. . . . . . . . . . .,. "' , I', :::141---4'~,......-i'·' ,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,-,-=-=· ::: \. :: -·=is'h-"--.,C.,,1'.i~ ::: -:-:-:-:-:-:-:-:-:-:-:-.-. \-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:<:-:-:.:;:: -:-·-·-·-:-:-:-:-:-·-:-:-:-:-:·-: ,-:-... . ::: :-:-:-: '.·] ....... ·-· ,:.:-:•:• ::: •,· .•: •:•: ::: -:, ',' ',' ·-:-:-:-:-:-:-:-:-:-:-:-:-:-:-·-·-· .,._ ·-·- :-:-:-:-:-:-:-:-:-:-:-:-:-:-:,:-:-:-:-:-:-:•:-:-:-:-:-:-:-:-:-:-:-:.:-:-:-:-:-:- .·. .·. ) :=: ,•. ......... . . . . . . . . . . . I •:-•.· ::: :-: • 5 1 611 6 1 611 12 6" •,• ) .. ...... ·;....----------0,,."I-, -+-----r J 2t" 20 611 L=l 1 '0" >'f ENG. RUSSES ~;@ 24' 0 C ft .. 20 6" - ,•. 17 6" '' '' -:· li+-====r----..---,,,==+.ss_. __ ,±_.:_::_ :-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-1 ~:-:-:-:-:-:-:-:-:-:- + .., ·.· -:· :-:-:-:~ ::: =:: ·.· .;, :-· ·.· ·.· ,-:-:::-:-:-:-:.:-:-:-:::: ·,· ·.· -;-:-:-:-:-:-:-:-:-:-:-:::::-:::::::::::,:-:-:-:-:-:-:·:-:-:-::;.:-:-:-:-:•: :-: \ -:-· ::: ,·. -.-. . ., ,· . . ·. ~ \ / Lz:::::::~,L--t---'ls ~~-~:::::::::::::::::::::·1 "6''_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-.,-1_t--1----------------------+-----~"' } N . . :::: ' ' :-: ·=· .-.-.·-· l L)=4'0" 1'6" -t-f--1~ MPSON ST6ZZ4 .__-i--1 '6" .. ---:-: "::: ~--A'6"_l~.A' __ __. ROOFING SHALL HAVE A MINIMUM CLASS "A" RATING ALL ROOFING MATERIALS TO BE APPLIED AS PER MANUFACTURES SPECIFICATIONS ALL FLASHING, WATERPROOFING, UNDRLAYMENTS, ECT. TO BE APPLIED AS PER MANUFACTURES SPECIFICATIONS AND TO CODE. 2'0" MIN. CHIMNEY TO ROOF CLEARANCE FOR A 10.0" RADIUS ABOUT THE CHIMNEY, ALSO CHECK WITH MANUFACTURE TO SEE WHAT IS THE MIN. & MAX. OPERA TING HEIGHT TRUSSES TO HAVE A 2X6 (OPTIONAL) TOP CHORD 1 /2" CLEARANCE BETWEEN TRUSSES AND NON-BEARING WALLS AND USE TRUSS CLIPS AT ALL PERPENDICULAR PARTITION WALLS CONTRACTOR TO CHECK ALL MEASUREMENTS IN THE FIELD PRIOR TO ORDERING TRUSSES 2" x RIDGE BLOCKING FOR DIAPHRAGM NAILING. "EACH TRUSS SHALL BE LEGIBLY BRANDED, @ SOLE PLATE, TnDPI hTr ::: ::: -:-:-:-:-:-:-:-:-:-:-:-:-:-:-:--:-] 1:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:J &24" o.c. ONLY NEW ROOF SHOWN i.---4' _ _.i._ _____ l l ·-------1--i ~-----19'---~---------l-f--------14' _____________ 6'----1-1--------15' ________ _ '+--------------------------------54'-------------------------------- SCALE 7/4" ~1'0" COOL ROOF REQUIRED EXPOSED VALLEY FLASHINGS SHALL BE AT LEAST NO. 26-GUAGE CORROSION-RESISTANT METAL INSTALLED OVER A MINIMUM 36" WIDE UNDERLAYMENT CONSISTING OF ONE NO. 72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY. R-3 INSULATION ' ' ' ' ' I I l i ' : I , NEW B 9 -21 INSULATION FOR THE 6" WALLS 8'3/4" I : EILING' VVE WALL AND R-13 FOR THE 4" WALLS ' ' 1 ?' 5,' • ROOF COVERING: ELK PREMIUM ROOFING FIBERGLASS SHINGLES OVER 2 LAYERS 15# FELT ICBO #ESR-1475 INSTALLED AS PER MANUFACTURES SPECIFICATIONS TIMBERLINE COOL SERIES -BARKWOOD INITIAL SOLAR REFLECTANCE= 0.27 THERMAL EMITTANCE = 0.92 SOLAR REFLECTANCE INDEX (SRI)= 29 LEED® CREDITS =YES CRRC # 0676-0041 ROOF SHEATHING: 1/2" WOOD STRUCTURAL PANEL P II 2410 NAILED C-D UNBLOCKED W/Sd COMMON@ 6" O.C. E.N. & 12" 0.C FN. & 1 X6 T& G ON ALL OVERHANG ,,,./,.',', SHADED AREAS ,. ,-,. ,. ., ,. ... _, ... ,. ... ,. ... ,.... TO BE CALIF. FILL OVERHANGS: ALL OVERHANGS GABLE ENDS AND TOWERS AND BAYS LENGTH TO BE ADJUSTED IN THE FIELD TO MATCH THE MAIN ROOF. THE FASCIA TO MATCH THE MAIN ROOF GENERAL NOTES SOLID SHEATH ENTIRE NEW ADDITION WITH 3/8" PLYWOOD [C-D,C-C,OR STRUCT.I1] NAILED WITH 8d A 8.N. & 12" O,C. F.N, EXECPT WHERE OCCURS 1 ALL SHEAR WALLS TO EXTEND TO THE ROOF 1. DIMENSIONS DERIVED FROM PREVIOUS PLANS PROVIDED BY THE OWNER EXISTING 2. FIELD VERIFY DIMENSIONS PRIOR TO ENGINEERING, CONSTRUCTION & SUBMITTING FOR PERMITS. 3. BUILDING PERMIT SUBMITTAL & APPROVAL REQUIRED PRIOR TO ANY MODIFICATION OR CONSTRUCTION WHICH IS REQUIRED TO MEET CURRENT BUILDING CODES & REGULATIONS IN THE ZONED AREA OF SUBJECT PROPERTY , EXISTING CLIPPED ' I END ~ RONS MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD A)IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS.B)THE DESIGN LOAD. ____ jl, .~ .. ~ 1=======~=8'=.'-.~=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-,::-.11. t=~---HOUSE SCALE: 1/4"=1'0" CONTRACTOR: PLANS DRAWN BY: C)THE SPACING OF THE TRUSSES." ~ .. .. NEW EXISTING DATE: 12-27-16 OWNERS NAME DANIELLE ALLEN (760) 724-41 59 RTL OWNERS PHONE# (760) 41 5-3660 DRAWING NUMBER 5 OF 8 16'6" -------------------- 54·-------------------------------------1~ _______ 3' 6" ___ __,...,..t-------------+i:-;::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~w76•::::::::::::::-_________ ., i.....----------,----------+-----42'6"--------------------------+t t"I----~B'----.i..----------------26' _______________ ...,1+-___________ 20• _____________ ~ ALL SHEAR WALLS TO HAVE 5/8" X 1 O" A.B. 7" INTO CONC. @2'0" O.C. W/ NUT ,..,_ ____ c,0 ''6" ____ ---1_1--________ 16'6" ___________________ , 6'----------,.,..t----4' . 12'911 3'911 r-----------i--------__,. -·3" 16' --~' --------+-----------------~ _ _..f4'9"----1~ 5• 4' 7' & WASHERS INSTALLED. MIN. 2 EACH PANEL i.------------------,-~ • 30' --------------------------------------· i ------------, ' 3t" i,. -l.r--------------~-------..---L-~-,5-,0-/"-····..,·~ .... ·,\:'i'; i t 1t9, 0 STHD10 /A' ~~~!~~ 30"LONG@2'0" DC SfHD10 I ::::::::::::::::::: , , l I i ~ I 4'~,"--~ \.y ~:c:~i~~~N~l~~~~~A710N1 L~4'7!" I ' /-:Ir " nno !~~):,1i~ rr 2:i !~ s s SIT~ ,cccrns,s~ 2~-.; /L_---:i61-",,,r, 1 > '. ADDITION !~1s~~:jH UP "qjrs ", ! ~-fHDi-6----------~~~~c::~~Ff~.?~~:-E:-------------------------------, ~ :; ~H J1 ~' ~,:_[_:_._·_ WITH THE 1 : 6 i '· L OVER 4" D SAND FILTER ---+,--..: I -----.._ ,: HOUSE FLOOR' j I " j' W/ 6 MIL. ISQUEEN MEMBRANE « 4X6 ) : ... IN CTR OF ~AND. SAW CUT SLAB 4vr ::: l-+---t---llJ, i!.ll-l------+--t-+------tl",,b:--i,:~~T-i,-l,,;,;:_,_,rt,-:-1,:ci "-A_ @ 1 O'O" 0. e.E.W. ""---1~!1!! ... ' I I I I ¥j{ I I O I PQST I~ ~' l 1 ' ~ '9" ! I r---r ;, :.J"31 GIR ERT \RU' I:; 1'° --,~ -----7 >t'I!-..----------,..-,.---·•,.... ,-.. r-1-·---I _._ ,-. -. I I r-,,,. -.' I I 1 !-., --i -: 1 : ' ; , ~ l\1 ~_-ll-U1 I-Jll~l---+---1---1-+-+----l-_.::,J.. __ l--+--t---+--=1'Ff'= "-9"':(,; ! ·.·---t.L.'1-T·L-::;:7 11j~l~h.t-----~~~~=-=~tt--Tt=:::::i'::i'-t'= "~' ti!:' '.:I' =~"'::jt:::=:1:==t::=:i:!:=t::==t==r=:::Jt::=::t==t::=::t:=4::J::+:t-:-t:-I:-:J-:-:I-:-:~-=~p·=·J>:I-:-:I-:-J:-:-;:;:-:~-: ]:=: ' ~0" rt 4" CONC. pLAB FLO( R i 1-1 j 'i: i ~--o------/ ! 1 3' 17 6" 1 J' 1-:.:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:::: -:-:-:-:-:-:-:-:.:-:-:-:-:-:-:} i=,.: :=: -:- '•' .·, .·. ::: -:=· -:-:-:;:-:-:-:-:-:-:-:-:-:::::::::::-: ·.· -:--:- ·-·· ~:-,,.:-:_-:-:_-:,, _____ ~,:-_:-:a.-,;·:-::::,: -----Hi----J r-r,::.· ::: . ·. ·.· -:- i-:-:-:- ~ 5 16 11 F':"' • . ·. : THDl~6' ~ '~--:· ~0::!"B,:;:N~s~;L f/w i :_ _____ :~~ ~ ::,.,., ,, WI 6 MIL. VISQUEEN M MBRAN~ ':_'.:: 48,.X4B"Xl B'"' 48"X48"X18"" i IN CTR O SAND. SAV CUT SLAE i g• I"-. t1j @ iO'O" .C.E.W. I W/ (4) #5 BARS E.W. W/ (4) #5 BARS E.W. ,:, '! -~--·---·-,. ', : .,.,,/---+"~+-----'---'-'---j'---,--,~-----,j::= . ' ?i -}----·--·-----+----~-r1,---' ·-· -:- :-:-:,:-:,:- :-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-::-:.:.:-:-:-:-::-:-:-:-;.: •'•:'I-'''"'·:-:""•:•"':-:-'":·:,;;·:-:,,.-: ----l •.• ;::1 ,:,:• 11---+.,-!,j!..+,+- ~,1, ! 4'~" , -g~ I DOWELS #5 BARS 30"LONG @2'0" 0.C. 5?' ' . 4'E" f t==~t==l~±t------=:::~6~"1NTO EXISTING FOUNDATION& ----t~.,~,_-~~-i-e---e-• •• PACKED WITH SIMPSON l [< THD1 :~ .·. SET-XP ICC-ES ESR-2508 ~ i , A~ ,c,Jg~,-__ -i-,_=--::._-_-,,-__ -~'i_-t-_~_~_--:;.:.-;._---f--1 /','"i' -l\-,,-;--,F8'Q" fl) l i i 1-:-:-: 4'6" --+t .. . 3 'ti" 25' 20 6" :, ' 1'6 DOWELS #5 BARS 30"LONG @2'0" O,C. 6"1NTO EXISTING FOUNDATION& PACKED WITH SIMPSON SET-XP ICC-ES ESR-2508 :::. :,:, :,: I:! :,:, ·-·· :-:· :-: ·.· ·.· ::: :;: ::: ·.· ·.· :;: :-: :-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-::1 16' !-+---------------------1.i ,_ __ 1'6" .•. '• 17 6" 12 6 11 :-: ::: } .·. ::: ;:; :;: 41 ::::=:-:-:-:-:-::::::::::::;:::::;:;:;.;::,:-:-:-:::::::::::: '.=. :_,:_;i: +---Yl.i-:-::: -:-:-: ·,· .-. -·-· } .·. ·.· :;: ... :t----l'.'.·I' .. ·c-C.·.·SC.·.·"."..·.".".·.·.S,·.·.S'.'·.·SC.·.·:sl.·. ::: ,•, -·-·-·.·. ···.···-·-·-·-·- } { FAU ·-:-:-:-:-:-:-:-:-:.:-:-:.. ::: ::::::::::::::::::;:;:;:;:;:;:: 6 1611 S":--:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:- r ·.·. :::: :::: ~= 12 6" :::: ·.·. ·.· :-: .·. -:-:-:-:-:•:•:•:· :::;----------t:+----J ! ' ' ' ~=-:-:-:-:-:-:-:-:-:-. -:-:-:-::: ·-·-21611 I::=:::.;-;::=:-:=:::-=-=-==:-:-:-:-:-=-=·===-=-:-=-=-=-:-=-=·=·=·=-:-:-:-:-: ~: •:-: ::: -~ ~ .. C-:;.;C".,;.7'_:, ---,"':-'":-:-~:-:"-:-:"'-:-:".".'I.:::• :::t----------+:it------i .·. ,_. :-: -:- :-: ::: ::: .· . . ·. ,•, :=: .·. -.-. ::: -:--·- 1 J' ONLY NEW FOUNDATION SHOWN CONTRACTOR TO CHECK FOR POST-TENSIONED FOUNDATION AND CONTACT ENGINEER IF FOUND. IF THIS IS A POST-TENSIONED FOUNDATION CAREFUL ATTENTION MUST BE TAKEN NOT TO DAMAGE THE POST-TENSION CABLES. IF ANY DAMAGE TO THE CABLES OCCURS CONTACT THE ENGINEER IMMEDIATELY. A 5 • 2X PRESSURE TREATED MUD SILL 2X STUDS@ 16" OC SURFACE WATER WILL DRAIN AWAY FROM BUILDING, THE GRADE SHALL FALL A MINIMUM OF 5% WITHIN THE FIRST 1 0 FEET[ 2% FOR IMPERVIOUS 8" SURFACES]. SECTION 1803.3 NAT. SOIL *CONCRETE TO BE 2500 PSI @ 28 DAYS MIN. 18" MIN. ( 2 ) #S BAR TOP&BOTTOM GRADE 40 ST EL ALL FOUNDATION BDLTS MUST BE HOT DIPPED ZINC COATED GALVANIZED ALL FOUNDATION BOLTS MUST BE HOT DIPPED ZINC COATED GALVANIZED MIN. FOUNDATION BOLTS. MIN. OF TWO 5/8" DIA. . X 14" [ 9" MIN. EMBEDMENT] BOLTS WITH 3" X 3" X 0.229" STEEL PLATE WASHERS ON EACH ANCHOR BOLT, 4" MIN. & 12" MAX. FROM EACH END AND MAXIMUM SPACING -4'0". HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 6 MIL VISQUEEN MEMBRANE CTR. OF SAND *CONCRETE TO BE 2500 PSI @28 DAYS MIN. * SEE SOILS REPORT * NAT. SOIL 7 8" MIN. ( 2 ) #5 BAR TOP&BOTTOM 8" 1 Z" MIN. 12" M!N. ALL FOUNDATION BOLTS MUST BE HOT DIPPED ZINC COATED GALVANIZED MIN. FOUNDATION BOLTS. MIN. OF TWO 5/8" DIA, . X 14" [ 9" MIN. EMBEDMENT] BOLTS WITH 3" X 3" X 0.229" STEEL PLATE WASHERS ON EACH ANCHOR BOLT. 4" MIN. & 12" MAX. FROM EACH END AND MAXIMUM SPACING -4'0" . HOLD DOWN HARDWARE MUST BE SECURED IN PLACE IOR TO FOUNDATION INSPECTION. 4" SAND 7 /2" DRYWALL EACH SIDE 4" C NC. SLAB I #3 BARS @ 18" O.C. E.W. OVER 6 MIL VISQUEEN EMBRANE OVER 4" OF SAND & SAW CUT SLAB@ 1 O'O" O.C.E.W . 4" CONC PRESSURE TREATED MUD SILL WI #3 BARS@ 18" 0.C. E.W. OVER 6 MIL VISQUEEN MEMBRANE VER 4" OF SAND & SAW CUT SLAB@ 10'0" O.C.E.W. ALL FOUNDATION BOLTS MUST BE HOT DIPPED Z!NC COATED GALVANIZED MIN. FOUNDATION BOLTS. MIN. OF TWO 5/8" DIA. . X 14" [ 9" MIN. EMBEDMENT ] BOLTS WITH 3" X 3" X 0.229" STEEL PLATE WASHERS ON EACH ANCHOR BOLT, 4" MIN. 4" CONC. SLAB WI #3 BARS@ 18" O.C. E.W . OVER 4" OF SAND & 12" MAX. FROM EACH END AND MAXIMUM SPACING~ 4'0". HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDA ION INSPECTION. DRYWALL EACH SID 2XSTUDS@16" 0 SEE PLA SAW CUT SLAB@ 70'0" O.C.E.W, 4" CONC SLAB ED MUD SILL STHDl O :,: 'L ___ _J_ ___ -J------+------l--------------------------+------------------+--------p:::[;;-:-'J:-:~-"":.:'3-:-~:cc·:-~:"'-:~-"":-:~-"":-·~.7-:-]:-:T-·1..l-_.:-_-_-_-_-_-_-_-_-_-_-_-_-_~__.,.~:cc·:-~:"'·:~-c.>:~-:ac:·~:;c·:-~:"'·:~-c.:·:~-"':-:'3-:-'"":.a·:"':::t-----'c....---------' 4" SAND W/ 4'611 4' -~ --------~ * ALL CONCRETE TO BE DONE IN A MONOLITHIC POUR * SEE SIMPSON CATALOG FOR INSTALLATION OF ALL HOLDDOWNS * MINIMUM DISTANCE FROM FOUNDATION TO DAYLIGHT TO BE H/3 OR 7'0" WHICHEVER IS GREATER. * CONTRACTOR TO CHECK FOR CORRECT PLACEMENT OF ALL HOLDDOWNS & CORRECT POST CONNECTORS *CONTRACTOR TO COMPLY WITH ALL THE SOIL REPORT RECOMMENDATIONS t"l--4 '______ _______ , , ·--------1""! 19· _________ __, ________ 14• ______ __,....,,_ __ 6' ___ .,.. _______ 15'--------+i ~-----------. ~-------------------------------54'-------------------------------~ 2X PRESSURE TREATED MUD SCALE 1/4" -1'0" * INSPECTOR WILL RECHECK FOR EXPANSIVE SOIL OR GRADING REQUIREMENTS AT FIRST INSPECTION. * CONTRACTOR TO CHECK WITH AN ENGINEER FOR STRUCTURAL INTEGRITY AND LOCAL CODES PRIOR TO PLACEMENT OF CONCRETE * ALL HOLDDOWNS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION SOLID SHEATH ENTIRE NEW ADDITION WITH 3/8" PLYWOOD [C-D,C-C,OR STRUCT.11] NAILED WITH 3d A B.N. & 1 Z" o.c. F.N. EXECPT WHERE OCCURS 1 ALL SHEAR WALLS TO EXTEND TO THE ROOF ------------- SURFACE WATER WILL DRAIN AWAY FROM BUILDING, THE GRADE SHALL FALL A MINIMUM OF 5% WITHIN THE FIRST 1 0 FEET[ Z% FOR IMPERVIOUS SURFACES]. SECTION 1803.3 NAT. SOIL NO STEM WALL WHERE DOORS OR OPEN!NGS OCCUR 18" MIN 15" MIN NAT. SOIL 18" MIN. CUT EXISTING SLAB AND ADD NEW FOOT!NG 15" MIN. 6 MIL VISQUEEN MEMBRANE CTR. OF SAND OR EXISTING CONC. SLAB ( 2 ) #5 BAR TOP&BOTTOM * *CONCRETE TO BE 2500 PSI @ 28 DAYS MIN. * SEE SOILS REPORT * ALL FOUNDATION BOLTS MUST BE HOT DIPPED ZINC COATED GALVAN!ZED MIN. FOUNDATION BOLTS. MIN. OF TWO 5/8" DIA. . X 14" [ 9" MIN. EMBEDMENT] BOLTS WITH 3" X 3" X 0.229" ST L PLATE WASHERS ON EACH ANCHOR BOLT, 4" MIN. 1 Z" MAX. FROM EACH END AND MAXIMUM SPACING~ 4'0". HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 4" CONC. SLAB RONS / #3 BARS@ 18" 0.C. E.W. VER 6 MIL VISQUEEN EMBRANE HOUSE PLANS 0 ER 4" OF SAND 2 ) #5 BAR TOP&BOTTOM GRADE 40 STEEL * SEE SOILS REPORT * *CONCRETE TO BE 2500 PSI @ 28 DAYS MIN. SCALE: 1 /4"=1 '0" DATE: 12-27-16 OWNERS NAME DANIELLE ALLEN CONTRACTOR: (760) 724-4159 DRAWN BY: RTL OWNERS PHONE# (760) 415-3660 ORA WING NUMBER 6 OF 8 MANDATORY (CBEES 150.0(K) ELECTRICAL PLAN LEGEND 11 OV SMOKE DET. PERMANENTLY WIRED IN W / BATT. BACK UP & CARBON MONOXIDE USE EXISTING FAU ~ TELEVISION, PHONE & TELEPHONE OUTLETS IN EVERY ROOM A) BATHROOMS: LIGHTING FIXTURES AND SWITCHES SHOWN ON FLOOR OR UTILITY PLANS SHALL DEMONSTRATE THE FOLLOWING: AT LEAST ONE HIGH-EFFICACY FIXTURE SHALL BE INSTALLED IN EACH BATHROOM. ALL OTHER BATHROOM LIGHTING SHALL BE HIGH EFFICACY OR CONTROULED BY A VACANCY SENSOR. 11 ov ELECTRIC OUTLETS WPGFCI WATERPROOF 11 OV ELECTRIC OlfTLETS EXH. FAN PROVIDING TEN VACANCY SENSOR SWITCH TO BE USED SERVICE, AND LAUNDRYS. BRANCH CIRCUITS FOR ALL ROOMS (EXCEPT KITCHEN, BATHROOMS, & GARAGE) WILL BE ARC FAULT CIRCUIT PROTECT PER [CEC 210. 1 2] IN GARAGES, NEW 12'0"X6'8" SL ALARM INSTALLED IN ALL BEDROOMS AND CENTRALLY LOCATED IN THE HA . NEW HEAT DUCT -:-:-:.:-:-:-:-:-:,:-:-:-:-:-:-:-:-:-:-:-:-: •.• .·. CHECI< WITH OWNER FOR PLACEMENT EXISTING 6'0"X6'8" SL •· CONVENIENCE OUTLETS IN BATHROOMS, KITCHEN COUNTER TOPS, Z'O"X3'0" * EXISTING ;;,, 2'0"X3'0" ~[ SL OUTDOORS,AND IN GARAGES AND BASEMENTS [ OTHER THAN FOR SL ~!' LAUNDRY AND SIMILAR EQUIPMENT] SHALL BE GFIC PROTECTED., ART. 21 0-8 *ELECTRICAL OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH CEC 21 0-8 * ALL BATHROOMS AND KITCHENS TO HAVE FLUORESCENT [ 40 LUMENS PER WATT] GENERAL LIGHTING PER CEC, ALL WIRING SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE. ALL APPLIANCES TO BE INSTALLED AS PER MANUFACTURES SPECS. ALL APPLIANCES TO HAVE SEPARATE DEDICATED CIRCUITS AND SIZED ACCORDING TO THE APPLIANCE SPECIFICATIONS SUCH AS , REFG., DISHWASHER, TRASH COMPACTOR, GARBAGE DISP., OVEN, RANGE, MICROWAVE, FAU., AIR COND., VAC., ECT. THE ELECTRICIAN TO CHECK WITH THE OWNER FOR THE PLACEMENT AND NUMBER OF TELEVISION, TELEPHONE, & INTERCOM OUTLETS. TELEVISION, PHONE & TELEPHONE OUTLETS IN EVERY ROOM CHECK WITH OWNER FOR PLACEMENT * ALL BATHROOMS AND KITCHENS TO HAVE FLUORESCENT [40 LUMENS PER WATTOR GREATER] GENERAL LIGHTING PER CEC, TITLE 24 FIXTURES MUST BE OF THE BALLASTED TYPE THAT CAN ONLY ACCEPT FLUORESCENT BULBS. ALL ELECTRICAL WORK TO BE DONE AS PER CEC. *SMOKE DETECTOR TO BE PERMANENTLY WIRED IN WITH A BATTERY BACKUP. SMOKE DETECTORS TO BE LOCATED CENTRALLY IN CORRIDOR OR AREA GIVING ACCESS TO SLEEPING ROOMS. WHEN SLEEPING ROOMS ARE UPSTAIRS, AT THE UPPER LEVEL IN CLOSE PROXIMITY TO THE ST AIR. IN ROOMS ADJACENT TO HALLWAYS SERVING BEDROOMS, WHEN SUCH ROOMS HAVE A CEILING HEIGHT 24 INCHES OR MORE ABOVE THE CEILING HEIGHT IN THE HALLWAY. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE UNIT CBC 907.2.10.1.2 ALL GARAGE CIRCUITS TO TO BE NO LESS THAN 20 AMP. ELECTRICIAN TO CHECK WITH THE OWNER FOR THE PLACEMENT AND THE NUMBER OF RECESSED CAN LIGHTS *BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINIMUM OF ONE 20-AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM *ELECTRICAL OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH CEC * ELECTRICAL OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH CEC. *LIGHTING OUTLETS CONTROLLED BY A WALL SWITCH SHALL BE PROVIDED IN ACCORDANCE WITH NEC. *LIGHTING FIXTURES INSTALLED IN CLOTHES CLOSETS SHALL COMPLY WITH CEC. ALL BEDROOMS TO BE ON A MINIMUM OF TWO SEPARATE CIRCUITS WITH NO LESS THAN 20 AMP. EACH ALL BEDROOM BRANCH CIRCUITS WILL BE ARC FAULT CIRCUIT PROTECTED. PER CEC. ELECTRICAL BOXES LOCATED IN FIRE RESISTIVE ASSEMBLIES MUST BE HORIZONTALLY SEPARATED BY NOT LESS THAN 24" ELECTRICAL BOXES LOCATED IN FIRE RESISTIVE ASSEMBLY MUST BE LISTED FOR THE RATING OF THE ASSEMBLY. NEW 2'0"X3'0" SL WPGFCI NEW 3'0"X3'6" SL NEW 2'0"X3'0" SH AFCI EXH. FAN PROVIDING TEN AIR CHANGES PER HOUR DUCTLESS FANS ARE NOT ACCEPTABLE DISCHARGE POINT FOR EXHAUST AIR 8'3/4" CEILING NEW HEAT DUCT AFCI AFCI GFCI AFCI GARAGE 8'3"+0R-CEILING OVE GAS METER ALL GARAGE OUTLETS TO BE G.F .C.I. PROTECTED . •.· -:-·.· ·.· ::: :-: ·'.-::: ::: -:-·.· ·.· ) ::: ·.· ·-·· .-.-.·.·.·.·.·.·.·.·.·.·.·-·.·-·.·.-.-.- ::: ·.· LIVING ROOM 8'3/4" CEILING oi~:"':~'''·"":t~"'~,Js~""~ -;,"'1iif_""tSI,l,,,~cc_:t"":::+.-,'I'.::""::::,..-. ------------------~::·.,..,..,!_::::: ~;\ MO EXISTING 200 AMP. METER ALL ELECTRICAL WORK TO BE DONE AS PER CEC. WPGFCI .·. rn !/,!,.,,;," ~--.:~"",,"j[t,~<f,\'"T,i,,•,,,,t,t,,~,:-: ~~~ ::: MASTER SUITE :i: 8'3/4" CEILING ::: ::: ::: AFCI :=: ::: ::: .~, XISTING -~ 10"X3'0" ] L .·. ilJ',; -:-:-:-:-:-:-:-:-:-:-;.:-:-:-:-:-:-:-:-:-:? .·. DINI 8'3/4' ILING } STORAGE ·'.·1--_,.,__~~~..-¥:,=i ::: ;:::::::-:-:-:.:.:-:-:.:.:-:::: :-: ... :-: ::: :-: :-:-:-:-:-:-:-:-:-:-:-:-:-:-:-::: ( FAU ENTRY 8'3/4" CEILING PORCH 8'3"+0R-CEILING ·.· ,:. •.• ·.· •.• -:- ·.· ·.· ·.· =-------1···1L----"! :-:-:.:-:-:-:-:-:-:.::: .·. . ·. ,:. 22 .. .''.' G) G) ,!, .. =·=·=·=·=·=·=·=·©•=·=·•=·•·=·=·=·=·=·=·•·=· .. =·=·=·•·=·•·=·=·=·=·=:::.:::::::::;';::::=:::= .·. ::: }I-------' .·. BEDROOM #2 8'3/4" CEILING ::· ·.:, ::: •.• :-: ::: .·. :=: .· . . · . :=: .·: •: •: • :-:·:· :• :-: • ~ j ! z w z _J ·.·.lrn~~~~~~~~,.!::: BEDROOM#3 8'3/4" CEILING .· . :: •:• ::: :-: ,:, ,:, ·.· .·. .·. J ? } TO BE AT LEAST 3 FEET FROM ANY OPENING WHICH AULOWS AIR PANEL AND SERVICE ENTRANCE. NO CHANGE -:- ALL ELECTRICAL OUTLETS SPECIFIED IN CEC SHALL BE TAMPER RESISTANT :-:-:-:-:•:-;.:-:-:-:-:-:-:-:-:-:-::·:: ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING NUT ONE #ZN 11 OHL DUCT AS PR MANUFACTURES SPEC. 11 0 CFM ENERGY STAR RA TED ULTRA GREEN W/ HUMIDISTAT & MOTION SENSING SOUND RA TING 0.3 SONES UL APPROVED FOR OVER TUBS OR SHOWERS ALL ROOMS AND OUTDOOR LIGHTING TO HAVE HIGH EFFICACY LIGHT FIXTURES [ FLUORESCENT WITH GU24 SOCKETS] NO MEDIUM BASE INCANDESCENT LAMP SOCKETS ARE PERMITTED FOR HIGH EFFICACY LIGHT FIXfURES NEW ELECTR,CAL PLAN SCALE 1/4" -1'0" ONLY NEW ELECTRIAL SHOWN <· ·:·:·:·:·:-:-:-:.:-:-:.:-:-:-:·:·:· B) GARAGES. L4UNDRY ROOMS , AND lfTILITY ROOMS: LIGHTING FIXTURES AND SWITCHES SHOWN ON FLOOR PR UTILITY PLANS SHALL DEMONSTRATE ALL LIGHTING IS HIGH EFFICACY AND co1,1TROLLED BY A VACANCY SENSOR C) ROOMS OTHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, OR UTILITY ROOMS: LIGHTING FIXTURES AND WITCHES SHOWN ON FLOOR OR UTILITY PLANS SHALL DEMONSTRATE ALL LIGHTING IS HIGH EFFICACY OR CONTROLLED BY EITHER A VACANCY SENSOR OR DINNER. D) OlfTDOOR LIGHTING : LIGHTING FIXTURES AND SWITCHES SHOWN ON FLOOR OR UTIUTY PLANS SHALL DEMONSTRATE ALL LIGHTING IS HIGH EFFICACY EXCEPTION : LOW-EFFICACY LIGHTING CONTROLLED BY A MOTION SENSOR AND EITHER A PHOTO CELL OR ASTRONOMICAL TIME CLOCK GFCI 5 F-5 vs OSP 11 OV SMOKE DET. PERMANENTLY WIRED IN W /BATT.BACK UP & CARBON MONOXIDE ALARM ARC FAULT CIRCUIT PROTECTED GROUND-FAULT CKT INTERRUPTER SWITCH FLOURESCENT SWITCH VACANCY SENSOR SWITCH OCCUPANT SENSOR SWITCH W/ PHOTO CONTROL AIR CHANGES PER HOUR DUCTLESS FANS ARE NOT ft.CCEPT ABLE DISCHARGE POINT FOR EXHAUST AIR TO BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALILOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING NUT ONE #ZN 11 OHL DUCT AS PR MANUFACTURES SPEC. 110 CFM ENERGY ST AR RATED ULTRA GREEN W/ HUMIDISTAT & MOTION SENSING SOUND RA TING 0.3 SONES UL APPROVED FOR OVER TUBS OR SHOWERS 3'6"X3'0" SHOWER /TEMP GLASS 0-5 DIMMER SWITCH 220V REC'D LIGHT FIXTURE FLOURESCENT W/ BALLASTS LIGHTS TO HAVE EFFICIENCY OF AT LEAST 40 LUMENS PER WA TT LIGHT FIXTURE FLOURESCENT W/ BALLASTS LIGHTS TO HAVE EFFICIENCY OF EXISTING 4'0"X2'0" SL EXISTING 4'0"X1 'O" SL HIGH EFFICACY LUMINARIES OTHER THAN OUTDOOR HID: CONTAIN ONLY HIGH EFFICACY LAMPS AS OUTLINED IN TABLE 150-C, AND DO NOT CONTAIN A MEDIUM BASE SCREW SOCl(ET[E24/E26]. BALLASTS FOR LAMPS 13 WATTS OR GREATER ARE ELECTRIC AND HAVE OUTPUT FREQUENCY NO LESS THAN 20 kHz .. HIGH EFFICACY LUMINARIES -OUTDOOR HID: CONTAIN ONLY HIGH EFFICACY LAMPS AS OUTLINED IN TABLE 150-C, LUMINAIRE HAS FACTORY INSTALLED HID BALLAST. OCCUPANT SENSORS: SHALL COMPLY WITH SECTION 119[ D] AND SHALL NOT TURN ON AUTOMATICALLY OR HAVE AN ALWAYS ON OPTION. LUMINAIRES THAT ARE RECESSED IN INSULATED CEILINGS ARE APPROVED FOR ZERO CLEARANCE INSULATION COVER [IC] AND ARE CERTIFIED TO ASTM E283 AND LABELED AS AIR TIGHT [AT] TO LESS THAN 2.0 CFM AT 78 PASCALS @ DISCONNECT AT LEAST 40 LUMENS PER WATT 2016 ENERGY LIGHTING STANDARDS KITCHEN GARAGE. LAUNDRY ROOM, UTILITY ROOM BATHROOM OUTDOOR LIGHTING ATTACHED TO BUILDINGS AT LEAST HALF THE INSTALLED WA TT AGE OF LUMINARIES [ EXCEPT LIGHTING INTERNAL TO CABINETS] IN KITCHENS SHALL BE HIGH EFFICACY: LOW EFFICACY FIXTURES MUST BE SWITCHED SEPARATELY. LIGHTING INTERNAL TO CABINETS SHALL USE NO MORE THAN 20W OF POWER PER LINEAR FOOT OF ILLUMINATED CABINET. FIXTURES AND SWITCHES SHOWN ON FLOOR FOR UTILITY PLANS SHALL DEMONSTRATE AUL LIGHTING IS HIGH EFFICACY AND CONTROLLED BY A VACANCY SENSOR BATHROOMS: LIGHTING FIXTURES AND SWITCHES SHOWN ON FLOOR OR UTILITY PLANS SHALL DEMONSTRATE THE FOLLOWING: AT LEfa.ST ONE HIGH-EFFICACY FIXTURE SHALL BE INSTALLED IN EACH BATHROOM. ALL OTHER BATHROOM LIGHTING SHALL BE HIGH EFFICACY OR CONTROLLED BY A VACANCY SENSOR. LIGHTING FIXTURES AND SWITCHES SHOWN ON FLOOR DR UTILITY PLANS SHALL DEMONSTRATE ALL LIGHTING IS HIGH EFFICACY EXCEPTION : LOW-EFFICACY LIGHTING CONTROLLED BY A MOTION SENSOR AND EITHER * ,~LL BATHROOMS AND KrTCHENS TO HA VE FLUORESCENT A PHOTO CELL OR ASTRONOMICAL TIME CLOCK [ 40 LU MENS PER WATT OR GREATER] GENERAL LIGHTING PER CEC, TITLE 2 4 FIXTURES MUST BE OF THE BALLASTED TYPE THAT CAN ONLY ACCEPT FLUORESCENT BULBS. COMMON AREAS OF LOW RISE RESIDENTIAL BUILDINGS WITH 4 OR MORE DWELLING UNITS HIGH EFFICACY OR OCCUPANCY SENSOR RESIDENTIAL PARKING LOTS AND GARAGES FOR 8 OR MORE VEHICLES MUST MEET NONRESIDENTIAL LIGHTING STANDARDS AN INTERMITTENTLY OR CONTINUOUSLY OPERATING LOCAL MECHANICAL EXHAUST SYSTEM [ WITH OUTDOOR AIR] SHALL BE INSTALLED IN EACH l<ITCHEN AND BATHROOM COMPLYING WITH ASHRAE STANDARD 62.2-2007 AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION. INTERMITTENT LOCAL VENTILATION EXHAUST AIRFLOW RATES SHALL BE 50 CFM IN BATHROOMS AND 1 00 CFM IN KITCHENS. CONTINUOUS LOCAL VENTILATION EXHAUST AIRFLOW RATES SHALL BE 20 CFM IN BATHROOMS AND 5 ACH [AIR CHANGES/HOUR] IN KITCHENS BASED ON KITCHEN VOLUME. ALL NEW CONSTRUCTION, INTERIOR OR EXTERIOR ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT AND HAVING A VALUATION IN EXCESS OF $1,000, AND APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS THAT AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM A. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED. CARBON MONOXIDE ALARMS REQUIRED BY THE CEC AND SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS. B. OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM[S] C. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. D. WHERE MORE THAT ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT THE ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. E. CRC MULTIPLE-PURPOSE ALARMS, CARBON MONOXIDE ALARMS COMBINED WITH SMOKE ALARMS SHALL COMPLY WITH ALL APPLICABLE STANDARDS, AND REQUIREMENTS FOR LISTING M,Jn f>PPRn\/1),1 PYTl-lF nl'>'lf'F ne Tl-l!' C:Th,Te e!R!' Mh,RC:1-lh,I I enR qAnl<F h,I h,RMC: NOTE: PER THE 2013 CEC ELECTRICAL CODE ARTICLE 210.12 ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION IS REQUIRED IN ALL 120-VOLT, SINGLE PHASE, 15-AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS. ALL APPLIANCES TO HAVE SEPARATE DEDICATED CIRCUITS AND SIZED ACCORDING TO THE APPLIANCE SPECIFICATIONS SUCH AS , REFG., DISHWASHER, TRASH COMPACTOR, GARBAGE DISP., OVEN, RANGE, MICROWAVE, FAU., AIR COND., VAC., ECT. THE ELECTRICIAN TO CHECK WITH THE OWNER FOR THE PLACEMENT AND NUMBER OF TELEVISION, TELEPHONE, RONS & INTERCOM OUTLETS. HOUSE PLANS SCALE: 1 /4"=1 '0" DATE: 12-27-16 OWNERS NAME DANIELLE ALLEN CONTRACTOR: (760) 724-4159 DRAWN BY: RTL OWNERS PHONE# (760) 415-3660 DRAWING NUMBER 7 OF 8 2013 CALIFORNIA BUILDING CODE GENERAL NOTES TABLE FASTENING SCHEDULE THE PLUMBING FIXTURES AND PLUMBING FITTINGS CONNECTION i: 11 c--rENING a,m ' l Table 4-6 -llllinimr.lm Cr.JOfing Efficien,i-es for Central Ai.r C<:mditiot1em and Heat P,.1tnps GREEN BUILDING CODE REQUIREMENTS NOTES SHALL MEET THE STANDARDS NOTED BELOW 3-Bd common [2-1/2"x.o 131"] TO MEET THE CAL GREEN 20% INDOOR WATER SAVINGS, 1. Joist to sill or girder 3-3"x 0.131" nails toenail ----~ 3-3" 14gage staples SEER RESIDENTIAL MANDATORY MEASURES 2-Sd common l2-1/2"x 0.131"] Eff BeFore SEER EER 2. BRIDGING TO JOIST 2-3~x 0.131" nails Apprnanee 1yp,e 1/11.2015 Eff iJli:,!1)'15 Eff'1MJ2M!i 2-3" 14guage staples toenail each end "PER 2013 SGBSC SEC 4.303.2 PLUMBING FIXTURES TABLE 4.303..2 3. 1 "x6" subf!oor or less to each joist 2-Sd common \2-i/2"x.0.131"] face nail siji¢~si¢!ii {WATER CLOSETS AND URINALS) AND FITTING FIXTURE FLOW RATES J3.;d -1,t ·1~2 MAXIMUM Fi.OW RATE AT:.ail"'r.oem: ., .. ,' -· 3-8d common [2-1 /2"x 0.131 "] face nail ~§;~CJ!f:l.~ ' ,,;,; ' '" • '-s·.C { FAUCETS AND SHOWERHEADS) SHALL BE INSTALLED FIX.TURI': TYPE FLOW RATE REDUCTION 4. wider than 1 "x6" subfloor each ioist FIFTY PERCENT OF FLOOR AREA RECEIVING RESILIENT ~t;;er1:~l'lr IN ACCORDANCE WITH THE CALIFORNIA PLUMBING Sbowcrbeads 2.5-@SO-' 2-@so- 5. 2" subfloor to joist or cirder 2-16d common I3-1/2"x0 162"] blind and face nail i!:.i,lt.sysi_~"' La=-· 2.2-m@60nsi 1.5 -m@ 60 -•1 Alt',Q:ii:ki;iJibmfisL FLOORING SHALL COM PL y WITH THE voe EMISSIONS CODE ( CPC ) AND TABLE 1401.1 OF THE CPC. " faucets residential 16d common [3-1/2"x0.162"] at 16" o.c. typical face nail ;'.l:J!§'taoo sruri fl -,:1.4 fl;if's Kitchen faucets 2.2h~@ 60...,,; 1.8-......... @ 60 o.-.i 6. sole plate to joist or blocking -,':' .·•>:: LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH 3"x 0:131" nails at 8" o.c. ", -,:o,•-,.-.;rf.-:-.· _-., _ _-. ----------,~ .... ~.-. tank-... ~ water closets 1.6 -11ons/fhish 1.28. uq110DS!flu.sbl 311 14 gage staples at 12110.c. ql~,:e;:ra~~ge, 1;3:ilri l4' tro PERFORMANCE SCHOOLS ( CHPS) PROVIDE ULTRA LOW FLUSH TOILETS Au.shmneter tank water closets l. 15 $Uloi1Slflush 1.28 Wlonslflush' 3"=16d common [3-1/2"x0.162"l at 16" o.c. '·'.,_)_:'< .. : sole plate 4-3"x 0.131" nails at 16" ; ::~···: Flusbmneter valve water closets 1.6 ush 1.28 ""110ll$/flush1 to joist or blocking at braced wall panei 4-3" 14 gage staples per 16" braced wall panels Central Al, Source LOW-EMITTING MATERIALS LIST OR BE CERTIFIED ALL PLUMBING FIXTURES AND FITTINGS WILL BE WATER CONSERVING Electrome<::hanical bvdraulic water .closets l.6 11:alloas/.flus.h 1.28 ,,.,.llom:ffl.ushl Spilt System l3J) l4 NR AND THE RESILIENT FLOOR COVERING INSTITUTE AND WILL COMPLY WITH THE 2013 CGBSC SEC.4.303.1 Urinals 1.0 o,;llon/flush .5 ""llonfElu:sh 7. top plate to stud 2-16d common [3-1/2"x0.162"] end nailed H~tPumps (RCFI ) FLOOR SCORE PROGRAM CGBSC 4.504.4 1. Incl.~ single and dual f!msb w:!der closets with an clI<:ctiVe ffl1Sh of 1.28 ~llll or less. 3-3"x 0.131" nails BJ MOISTURE CONTENT OF BUILDING MATERIALS USED IN ~flusb.toill!W-Toceffecii¥ellushvolu.wesballnotwc,;ocdl.2Sgal1ou,i(,4.13litcr.;.).'I'beefftt:.li..-eflnsb-.-olumcislhe~etbisbvclwnewhcntestedin 3-s~ 14gage staples Si111glie Package 13J) 14 NR WALLS AND FLOOR FRAMING IS TO BE CHECKED FOR THE ~ v,.ilb. ASME All2.19.233.2 Duo! flush roilc(g-The-effectlve flush volume shall not exceed 1.28 gallom. (4.8 llien).·The effective flush volume is de:lined as !he <:<Jmposi.Ie. average llusb 4-Bd common [2-1/2"x.O 131"1 Space Consllra,ineci MINIMUM REQUIREMENTS BEFORE ENCLOSURE. MOISTURE volume of two :reduced flushes and one full fl.w,._Flush w.l\lmes will be tested ID =n:lrux::ewilh ASME A112.IgJ. and ASME A112..19.l4. 8_ stud to sole plate end nailed 2.. L:wmozy filucet!l. sh:lll not have a flow rate less !bm 0.8 gpm :,1. 20 psi. 4-3"x 0.131" Split System 12 12 NR CONTENT SHALL BE VERIFIED BY EITHER A PROBE TYPE OR 4-3"x.14gage staple Ai, Coooitiorrier "PER 2013 GREEN CODE SEC 4.506.1 MECHANICAL EXHAUST 2-16d common [3M1/2"x0.162"] FANS WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL CONT ACT TYPE MOISTURE METER. 3-3"x 0.131" nai!s end nailed Singl'e Package '12 ,ffl.i:! NR COMPLY WITH THE FOllOWING; A CERTIFICATE OF COMPLIANCE INDICATION DATE OF 3-3" 14gage staples ,L TABLE 4..303.3 TEST LOCATION AND RESULTS ISSUED BY A THE FRAMER STANDARDS FOR PLUUBtNG AXTURES AND RXTURE ATTlNGS 16d common [3-1/2''x0.13511] at 24" o.c. Space C,0ns1irai11eci 1. FANS SHAll BE ENERGY ST AR COMPLIANT AND BE DUCTED SUBCONTRACTOR OR GENERAL CONTRACTOR MUST BE SUBMITTED REQlHRED STANDARDS 9. double studs 3"x 0.131" nails at 8" o.c. face nail Spfft System 12 12 !,JR TO THE BUILDING INSPECTOR {CGBSC 4.505.3) Water closets (toilets}---fl~ valve-type. single flush, 3" 14 gage staples at S"o.c. Heat Pump TO TERMINATE OUTSIDE THE BUILDING. m111,;:lmum flush volw:uc: ASMEA 112.19.2.ICSA B45.l-l.28 gal (4-.& L) 16d common [3-1/2''x0.135"] at 16" o.c. Sitngle Package 12 ·12 NR Water closets {tcilets}-f\usboroeter valve-type dual flu.sb, ASMEA 112.19.14 and U.S. EPA WaterSenseTank-1)1)C High-Efficiency 10. double top plates typical face nail 2. UNLESS FUNCTIONING AS COMPONENT OF A WHOLE HOUSE =imnmflu:sh volume Toilet s---ification 1.28 ~• '4.8 L). 3"x 0.131" nails at 12" o.c. Water closets (-toile:m)--tank U.S. EPA WateI:Sense Tank-T -Effi.ci-, Toilets-cation 3"x14 gage staples at 12110.c. VENTILATION SYSTEM. FANS MUST BE CONTROLLED BY A Thmugh-The-\/Vall Split Sys:jem 10_9 'lO_g NR HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE . PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD {MDF ), Urinals, maximum flush volume ASMEA 112.19.2/CSA B45,l o_s 2aI (1.9 L) double top plates [8]16d common [3-1/2"x0.162"] lap splice Air Condmor:ier HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT AND HARDWOOD PLYWOOD USED IN INTERIOR FINISH Urinals, nonwater urinals ASME A 112.19.19 (vHreous china) [12] 3"x 0.131" nails Si,1gte Package ·JOJ5 10_6 NR SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE ANSI Zl2A.9-2004 or lAPMO 2124.9 folastic) [12] 3" 14 gage staples BETWEEN A REL.A TIVE HUMIDITY RANG OF 50 TO 80%." EMISSION STANDARDS. A LETTER FROM THE FROM Publk: lavatory :faucets: ASMEA ll2.1S.l/CSAB125.l Maximum flow rate 0.5-(1.9U.min) 3-Bd common [2-1/2"x.o 131"] toe nail Through-The-Wall Split system 10_9 10_9 NR THE INSTALLER AND OR THE BUILDING Public mctering self-closing faucets: 11. blocking between joist or rafters to top plate ASMEA 112.18.l/CSAB125.l 3-3"x 0.131" naiis OWNER CERTIFIED WHAT MATERIAL HAS BEEN USED Maximum water :use 0.25 =1 fl.OL\ nP<"meterio<> rvcle 3-3" 14gage staples Heat Pump CAL GREEN APPLIES TO ALL NEW RESIDENTIAL AND DOCUMENTING ITS COMPLIANCE WITH THE CODE Residential bathroom lavatory siok faucets: ASMEA 112.18.1/CSA Bl25.l Single Packa.ge 'll:L6 HJ.6 N'R Maximum flow rote 1.5 =m (5.7 Umin) 8d common \2-1/2":x.O 131 r] at 6~ o.c. 11· OCCUPANCIES INCLUDING LOW RISE AND HIGH MUST BE SUBMITTED TO THE BUILDING INSPECTOR (CGBSC4.504.5) 12.rim joist to top plate 3"x 0.131" at 6" o.c. toe nail 3" 14gage staple at 6" o.c. small Duct, High RISE BUILDINGS . IT ALSO APPLIES TO ALL RESIDENTIAL 13. top plates, laps and intersections 2-16d common [3-1/2Hx0.162"] face nail Velocity Air Al[ '13 13 NR ALTERATIONS AND ADDITIONS WHERE THE ADDITIONS NOTE ON THE PLANS THAT PRIOR TO FINAL INSPECTION 3-3"x0.131nnai!s OR ALTERATION INCREASES THE BUILDING'S CONDITIONAL THE LICENSED CONTRACTOR, ARCHITECT THE PLUMBING FIXTURES AND PLUMBING FITTINGS 3-3" 14gage staples Coodili:ioner 16d common [3-1/2"x0.162"] AREA VOLUME OR SIZE . THE REQUIREMENTS APPLY ONLY OR ENGINEER IN RESPONSIBLE CHARGE OF THE SHALL MEET THE STANDARDS NOTED BELOW 14. continuous header, two pieces 16" o.c. alonq edae Srr1aH Duct, Htgh 15_ ceiling joists to plate 3-8d common [2-i/2''x.o 131"] toe nail VeRocity Heall Pump AH 13 13 NR TO WITHIN THE SPECIFIC AREA OF THE ALTERATION OR ADDITION OVERALL CONSTRUCTION MUST PROVIDE TO THE TO MEET THE CAL GREEN 20% INDOOR WATER SAVINGS: 5-3"x0.131" nails BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION 1] WATER CLOSET. GRAVITY TANK-TYPE, FLUSHOMETER TANK TYPE, 5-3" 14gage stapies ,·c~·~!,i.t~~~s~ai•tf~'~~~sa~e!tr~·~·~~~~~~~~-Zrl~;~~·ijt~li!i·?~ POLLUTANT CONTROL: ELECTROMECHANICAL HYDRAULIC TYPE = 1.28 GALLONS PER FLUSH MAX. 16. continuous header to stud 4-Bd common [2-1/2"x.O 131"] toe nail THAT ALL APPLICABLE PROVISIONS 2] SHOWER HEAD = 2.0 GPM MAX. m .~r,llltntiary 1 ; g,!l~,'$,.11mstoom1JJv ~t!l:1e Jl1:l.!flltnigrrE':S EEJ;l;@i[lt!J:'ij!,l0 • _, •• _ , _;,pt, DURING CONSTRUCTION, ENDS OF DUCT OPENINGS FROM THE GREEN BUILDING STANDARDS CODE 3] KITCHEN FAUCETS= 1.8 GPM MAX. 17. ceiling joists, laps over partitions 3-16d common [3-1/2"x0.162"]minimum face nail tili~~l,ij r~,ii~€§s~f,~~~jn~fi~tµ,r~r; --. . table 2308.10.4:1 ARE TO BE SEALED, AND MECHANICAL EQUIPMENT IS 4]LAVATORY FAUCETS= 1.5 GPM MAX. [see section 2308.10.4.l, table 2308.10.4.i] 4-3"x0.131"nails Sou.rce: C.~Jif-:,,,rnfa .AppffaJ>"Jce Efflc{e:nc.Y freg.w'm:ions Table C-2 Titre-20 mu/ Fed.em! HAVE BEEN IMPLEMENTED AS PART OF THE 5] URINALS .5 GALLONS PER FLUSH 4-3" 14gage staples Appiiance Stami'ards (NAECA,! TO BE COVERED-CONSTRUCTION. CGC 102.3. ] IN SHOWERS AND TUB-SHOWER COMBINATIONS, CONTROL 18. ceiling joists parallel rafters 3M"16d common [3-1/2"x0.162"]minimum face nail CGC 4.504.1 VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC [see section 2308.10.4.1, table 2308.10.4.1] table 2308.10.4.1 1'-iR = N'D R-"'=4'Lfif"dlEm CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH voe LIMITS. MIXING VALVES. CPC 4-3"x 0.131" nails 4-3" 14gage staples A LETTER FROM THE CONTRACTOR AND OR THE BUILDING OWNER CERTIFYING 6]PERMANENT VACUUM BREAKERS SHALL BE INSTALLED BUILDING MATERIALS WITH VISIBLE SIGNS WITH ALL NEW HOSE BIBS. 19. rafter to plate 3-8d common [2-1 /2"x.O 131 "] toe nail 14 SEER Condenser OF WATER DAMAGE SHALL NOT BE INSTALLED. WHAT MATERIAL HAS BE USED AND ITS COMPLIANCE WITH THE CODE {see section 2308.10.4.1, table 2308.10.4.1] 3-3"x 0.131" naiis 3-3" 14gage staples WAllS AND FLOORS FRAMING SHALL NOT MUST BE SUBMITTED TO THE BUILDING INSPECTOR ( CGBSC 4.504,3) 2-Bd common [2-1/2''x.o 131"] Minimum Requirement BE ENCLOSED WHEN FRAMING MEMBERS 20. 1" diagonal brace to each stud and plate 2-3"x0.13i" nails face nail EXCEED 19% MOISTURE CONTENT 3-3" 14gage staples AUTOMATIC IRRIGATION SYSTEMS CONTROLLERS INSTALLED 21. 1 "x8" sileathinn to each bearinrr 3-Bd common \2-1/2"x.o 131"] face nail DUCT OPENINGS AND OTHER RELATED THE CALIFORNIA GREEN BUILDING CODE APPLIES TO ALL RESIDENTIAL BUILDING WHICH ARE AT THE TIME OF FINAL INSPECTION SHALL BE 22. wider than 1"x8" sheathing to each bearing 3-Bd common [2-1/2"x.D 131"] face nai! ***New 13 SEER condensers can no longer be installed In Ca!ifornla under any condition.*** AiR DISTRIBUTION OPENINGS ARE TO BE SEALED, WEATHER-BASED( CGBSC 4_304.1) UNDER THE JURISDICTION OF HCD: 23. built-up corner studs 16d common [3-1 /2"x0_ 162"] 24" o.c. On June 27, 2011 the U.S. Department of Energy adopted new federal air conditioner efficiency AND MECHANICAL EQUIPMENT IS THE INCLUDES ALL BUILDING WITH AN OF THE FOLLOWING OCCUPANCIES: SINGLE FAMILY 3"x 0.131 11 nails 16" o.c. standards. For California those federal standards require efficiencies of SEER 14 and EER 12.2 JOINTS AND OPENINGS, ANNULAR SPACES AROUND PIPES, 3" 14gage staples 16" O.C. TO BE COVERED, DWELLINGS, DUPLEXES, HOTELS, MOTELS, APARTMENTS, CONDOMINIUMS, RAW HOMES, ECT_ for central split system air conditioners smaller than 45,000 Btu/hr (a SEER 14 and EER of 11 .7 ls ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN 24. built-up girder and beams 20d common [4"x0.192"J 32" o.c. face nail at top and bottom required for larger central split system air conditioners). The new federal standards went into effect DURING CONSTRUCTION ENDS OF ALL 3"x 0.131" nails at 24"o.c. staggered on opposite sides 3" 14gage staples at 24"o.c. on January 1, 2015, which was six months after the July 1, 2014 effective date of the 2013 Standards. CGC 4.504.1 DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST 2-20d common !4"x0.192''] face nail atends and at voe LIMIT FINISH MATERIALS HAVE BEEN USED. A LETTER FROM THE PASSAGE OF RODENTS BY CLOSING SUCH OPENING WITH 3-3"x 0.131" nails at 24"o_c. Although new federal efficiency standards went into effect on January 1, 2015, initially under the 2013 THE CONTRACTOR AND OR THE BUILDING OWNER CERTIFYING WHAT CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD 3-3" 14gage staples at 24"o.c. each splice BuHding Energy Efficiency Standards, 13 SEER A/C condensers could stil! be installed if the 16d common [3-1/2"x0.162"] at each bearing manufacturing date of that appliance was prior to 1 January 2015. As of September 21, 2015, MATERIAL HAS BEEN USED AND ITS COMPLIANCE WITH THE CODE ACCEPTABLE TO THE ENFORCING AGENCY (CGBSC 4.406.1) 25_ 2" planks code language in the 2013 Residential Compliance Manual was revised to indicate that equipment MUST BE SUBMITTED TO THE BUILDING INSPECTOR. ( CGBS 4.504.2.4) 26. collar tie to rafter 3-iOd common l3"x0.148'1 face nail "installed on or after January i st, 2015, must comply w[th the minimum SEER and EER requlrements ADHESIVES, SEALANTS AND CAULKS SHALL 4-3"x 0.131" nails at 24110.c. of (Table 4-6) regardless of date of manufacture." MINIMUM OF 65% OF CONSTRUCTION WASTE GENERATED 4-3" 14gage staples at 24"o.c. AT THE SITE IS DIVERTED TO RECYCLED OR BE COMPLIANT WITH voe AND OTHER TOXIC 27 _ jack rafter to hip 3-10d common [3"x0.148"] toe nail SALVAGE PER. CGC 4.408.1 THE PWMBING FIXTURES AND PLUMBING FITTINGS 4-3"x 0.131" nails at 24"o.c. Per direction from the CEC, the CalCERTS registry will not allovv entry of SEER/EER values that SHALL MEET THE STANDARDS NOTED BELOW COMPOUND LIMITS (CGBS4.504.2.1) 4-3" 14gage staples at 24"o.c. do not meet the minlmum federal standards. Please confirm that all of your installers are aware of 2-16d common [3"x0.162"] this change as it may still be possible to acquire 1 3 SEER appliances from HVAC suppliers or TO MEET THE CAL GREEN 20% INDOOR WATER SAVINGS: PAINTS,STAINS AND OTHER COATINGS SHALL 3-3"x 0.131" nails at 24"o.c. 3-3" 14gage staples at 24"o.c. face nail from internal company inventory. 1] WATER CLOSET, GRAVITY TANK-TYPE, FLUSHOMETER TANK TYPE, BE COMPLIANT WITH voe LIMITS (CGBSC 4.504.Z) ELECTROMECHANICAL HYDRAULIC TYPE = 1.28 GAllONS PER FLUSH MAX. 28.roof rafter to 2-by ridge beam 2-16d common [3"x0.162"] toe nail A copy of the 2013 Residential Compliance Manual may be downloaded from the CEC at this URL: 2] SHOWER HEAD= 2.0 GPM M.~X. 3-3"x 0.131" nails at 24"o.c. httQ:/ /vvww.energt.ca.gov/tit!e24/2013standards/residentia! manual.html 3] KITCHEN FAUCETS= 1.8 GPM MAX. AEROSOL PAINTS AND COATING SHALL BE COMPLIANT 3-3" i4gage staples at 24''o.c. BEFORE FINAL INSPECTION A COMPLETE OPERATION AND 2-16d common J3"x0.162"] face nail MAINTENANCE MANUAL SHALL BE PROVIDED TO BUILDING 4]LAVATORY FAUCETS= 1.5 GPM MAX. WITH PRODUCT WEIGHTED MIR LIMITS OF voe AND 3-3"x 0.13in na!ls at 24110.c. 4.3.1 Mandatory Measures for Cooling Equipment 5] URINALS .S GAllONS PER FLUSH 3-3" 14gage staples at 24110.c. OCCUPANT OR OWNER. CONTRACTOR OR OWNER SHALL ] IN SHOWERS AND TUB-SHOWER COMBINATIONS, CONTROL OTHER TOXIC COMPOUNDS' (CGBSC 4.504.2.3) 29. joist to band joist 3-16d common ]S"x0.162"] SUBMIT AN AFFIDAVIT THAT CONFIRMS THE DELIVERY OF VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC 4-3"x 0.131" nails at 24"o.c. face nail NOTES MAINTENANCE MANUAL (CGBSC4.410.1) MIXING VALVES. CPC 4-3" i4gage staples at 24"o.c. A MECHANICAL EXHAUST SYSTEM SUPPLY SYSTEM, OR COMBINATION THEREOF 30. !edger strip 3-i6d common [3"x0.162"] 6]PERMANENT VACUUM BREAKERS SHALL BE INSTALLED SHALL BE INSTALLED FOR EACH DWELLING UNIT TO PROVIDE WHOLE-BUILDING 4-3"x 0.131" nails at 24"o.c. face nail WITH ALL NEW HOSE BIBS. VENTILATION WITH OUTDOOR AIR COMPLYING WITH ASHRAE STANDARD 62.2-2007 4-3" 14-gage staples at 24"o.c. 1 DIMENSIONS HAVE PREFERENCE TO SCALE. AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION. 31. wood structural panels and particleboard 1 1 /2" and less 6d c,l 2 BALLOON FRAME All WALLS OF ROOMS WITH SLOPING CEILINGS. 1 /2" CLEAR BETWEEN TRUSSES AND NON-BEARING PART! 1 IONS. " subfloor, roof and wall sheatlling [ to framing] 2-3/8"x0.113" 3 MAXIMUM UNBRACED HEIGHT FOR 2X4,3X4,2X5,ZX6 STUDS IS 1 O' FOR BE~RING WALLS I.A.Q. WHOLE-BUILDING VENTILATION CALCULATION 1-3/4" 16 gage 0 4 MAXIMUM BRACED HEIGHT FOR STUDS OF NON-BEARING WALLS IS AS FOllOWS: 2X4&3X4 IS 14', 2XS IS 16',AND 2X6 IS 20' GLAZING FRAMES MADE OF VINYL MATERIALS 19/32" to 3/4" 8d i'ir Gd e ASHRAE 62.2 EO. 4.1a: Qian= 0,01 x 900 + 7.5(4+1) = 46.5 CFM 2-3/B"x0. 7 l 3" P 5 ALL FRAMING LUMBER TO BE D.F.#2 OR BETTER ,AND USE D.F.S.S. FOR BEAM 6" OR LARGER SHALL HAVE WELDED CORNERS, METAL E.N.Sd @6"0.C. SEE ROOF PL.AN PER TABLE 5.1: INTERMITTENT LOCAL VENTILATION EXHAUST, PROVIDE 68 ~ CFM MINIMUM 2" 16gage P 6 All CRIPPLE WALLS 14" OR LESS IN HEIGHT SHALL BE SOLID BLOCKED. REINFORCEMENT IN THE INTERLOCK AREA, FAN LOCATION, 7/8"to1" 8d ' HALL d d 7 EVERY OPENING IN ANY EXTERIOR WALL SHALL BE FL.ASHED WITH SHEET METAL AND OR WATERPROOF BUILDING PAPER. AND BE CERTIFIED TO THE MOST CURRENT A35 @24" O.C. FAN MODEL TYPE: AIR KING MODELAKSOLS-1 ENERGY STAR 1-1/8" to 1-1/4" 10d or Bd single floor [combination 3/4" and less 6d e 8 CUTTING, NOTCHING AND DRILLING OF STUD WALLS SHALL COMPLY WITH THE C.B.C. . 80 CFM @ 1.0 SONES subloor-underlayment to framing] 7 /8" to 1 " 8d ' EDITION OF ANSI/ AAMA/NWWDA 1 01 /1.S.2 ,,.. r .,.., .,., .......... -~-2X FREEZE BLOCKS d d 9 ALL STUD WAllS TO HAVE A DOUBLE TOP PLATES WITH A MIN. 48" LONG LAP SPLICES. DUCT TYPE: 1_11011 .. ~1-1'"" 1ri.-J~-o....i STRUCTURAL REQUIREMENTS (CRC R327.8-2.1.1) \ ' ],, 4" DIAMETER SMOOTH WALL G.S. DUCT LOCATE IN ATTIC 32. panel sidlng [ to framing} 1 /2" and less 6d r 10 WAll BRACING IN EVERY STUD WALL WITH 1 X6 LET IN BRACES AT NO MORE THAN 60 DEG. NOR LESS THAN 45 DEG. FROM HORIZONTAL, ~~ ~ THRU ROOF TO OUTSIDE AiR. MAXIMUM AllOWABLE DUCT ' LENGTH 35 FEET. (PER ASHRAE 62.2 TABLE 7.1) 5/8" 8d f OR PLYWOOD SHEAR PANEL BRACE, FROM EACH CORNER AND EVERY 25' OF LINEAL WALL. ,, \ '~<S 33. fiberboard sheating g 1 /211 no. 11 gage roofing nail h 11 CONTRACTOR SHALL CHECK ALL DIMENSIONS, AND NOTIFY ENGINEER OF ANY DISCREPENCIES PRIOR TO STARTING CON:, 1 RUCTIONS CONTROL: 6d common nail [2"x0.11 3 "] STANDARD ON/OFF SWITCH LABELED no. 16 gage staple i 12 DRY WAll, LATH & PLASTER, STUCCO CONTRACTORS TO TAKE PRECAUTIONS TO MINIMIZE CRACKING. PRECALfTIONS SHALL BE TAKEN TO COMMUNICATE FUNCTION. TO MAXIMIZE WATERPROOFING. ALL WORK SHALL COMPLY WITH THE CB.C R-30 INSULAT N 25/32" no. 11 gage roofing natl h EXH. FAN PROVIDING TEN CONTROL NOTE: 2X ASCIA 6d common nail [2 "x0.1 13 n] 13 ALL BEDROOMS TO HAVE AT LEAST ONE WINDOW WITH A MAX. SILL HEIGHT OF 42" AND WITH A OPENABLE AREA OF NOT LESS THAN AIR CHANGES PER HOUR A LABEL OR SIGN IS REQUIRED AT THE CONTROLLER OR no. 1 6 aaoe staole I 5.7 SQ. FT., 24" NET CLEAR OPENING HEIGHT, 20" NET CLEAR OPENING WIDTH. C.B.C. DUCTLESS FANS ARE NOT 5./8" DRYWALL SWITCH TO INFORM THE OCCUPANT THAT THE FAN IS A 1 /4" ACCEPTABLE DISCHARGE SEE FLOOR PLAN DBL 2X TOP PLATES WHOLE HOUSE VENTILATION FAN THAT SHOULD OPERATE 34. interior paneling 4d ) WHENEVER THE HOME IS OCCUPIED. .... '"" "" " 14 PROVIDE ATTIC VENT AREA MORE THAN 1/1 SOTH OF THE ATTIC AREA. AS PER C.B.C .. POINT FOR EXHAUST AIR FOR HEIGHT For SJ: 1 inch:::: 25.4 mm. 15 BRACE RIDGE AND PURLINS ,HIPS, AND VALLEYS TO INTERIOR BEARING WALLS @6'0" O.C.MIN. U.N.O. TO BE AT LEAST 3 FEET 1/Z" DRYWALL AN INTERMITTENTLY OR CONTINUOUSLY OPERATING LOCAL MECHANICAL EXHAUST a. Common or box nails are permitted to be used excepl where othenvi.se stated. 1 6 EE SIMPSON CATALOGUE FOR CORRECT CONNECTOR AND NUMBER AND PLACEMENT PRIOR TO ORDERING. SYSTEM (WITH OUTDOOR AIR) SHALL BE INSTALLED IN EACH KITCHEN AND b. :>Jails spaced at 6 inches on center at edges. 12 inches at intermediate supports except 6 inches at supports where span FROM ANY OPENING -------2 X 4 U.N.O. STUDS BATHROOM COMPLYING WITH ASHRAE STANDARD 62.2-2007 AS ADOPTED BY THE are 48 inches or more. For nailing of wood 17 DRAFTSMANS RESPONSIBILITY IS LIMITED ONLY TO ASSISTING THROUGH PL.AN CHECK. OWNER TO CHECK WITH STRUCTURAL ENGINEER FOR WHICH ALLOWS AIR R-1 3 INSULATION @ 161' o.c. CALIFORNIA ENERGY COMMISSION. INTERMITTENT LOCAL VENTILATION EXHAUST structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Fails for wall sheathing arc ENTRY INTO OCCUPIED FOR 4" WALL AIRFLOW RATES SHALL BE 50 CFM IN BATHROOMS AND 100 CFM IN KITCHENS. permitted to be common, box or casing. LATERAL & VERTICAL AN.~L YSIS AND THE STRUCTURAL INTEGRITY. ECT. PRIOR TO CONSTRUCTION. DRAFTSMANS MAXIMUM A PORTIONS OF THE BUILDING CONTINUOUS LOCAL VENTILATION EXHAUST AIRFLOW RATES SHALL BE 20 CFM IN c. Common or deformed shank (6d -2 x 0.J.13"; &I-21/2 x 0.131"; 10d-3 x0.148" ). AND R-21 INSUL.A TION ~ _?'<, BATHROOMS AND 5 ACH (AIR CHANGES/HOUR) IN KITCHENS BASED ON KITCHEN d. Common (6d-2x 0.113"; Sd-21/2x 0.131~; lOd-3 x 0.148"). LIABILITY SHALL NOT BE GREATER THAN THE COST OF THE PL.ANS NUTONE #ZN11 OHL 6" DUCT FOR 6" WALLS VOLUME. 2X FIRE BLOCKS e. Deformed shank (6d -2 x 0.113"; 8d -21/2 x 0.131" ; 10d -3 x 0.148" ). 18 CERAMIC TILE TO BE SET IN FULL BED OF MORT AR ON 1 5# FELT OR BETTER. CONTRACTOR TO TAKE PRECAUTIONS TO MINIMIZE CRACKING. 110 CFM ENERGY STAR RATED C'-.. QJ?4 f. Corrosion-resistant siding (6d x 17/8" 0.106; 8d X 23/8" 0.128 ") or casing (6d -2 x 0.099'' : 8d -21!2 x 0.113") nail. PRECAUTIONS SHALL BE TAKEN TO MAXIMIZE WATERPROOFING. ALL WORK TO BE DONE IN A GOOD WORKMAN LIKE MANNER. BETWEEN ALL ULTRA GREEN g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as W/ HUMIDISTAT & MOTION SENSING STUDS AND RON s strucrural sheathlng. Spacing shall be 6 inches 19 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40. ALL BOLTS SHALL COMPLY WITH ASTM A-307 STAGGERED on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. 20 ALL ROOFING TO BE WATERPROOF AND INSTAllED AS PER MANUFACTURES SPECIFICATIONS AND DONE IN A GOOD WORKMAN LIKE MANNER. SOUND RATING 0.3 SONES I:=) h. Corrosion-resistant roofing nails wilh 7/16-inch-diameter head and U/2-inch length for l/2-ioch sh~thing and 1 3/4-inch length UL APPROVED FOR OVER B for 25/32-inch sheathing. 21 RON IS A DRAFTSMAN WHO IS WORKING FOR YOU AS YOUR EMPLOYEE. YOU THE EMPLOYER TO PROVIDE ALL INSURANCE'S FOR THIS JOB TUBS OR SHOWERS p i. Corrosion-resistant staples with nominal 7116-inch crown and 1 1/8--inch length for 1/2-inch sheathing and 1112-inch length for 25/32-inch s.heathing. Panel supports at 22 ALL ELECTRICAL WORK SHAll BE DONE IN A GOOD WORKMAN LIKE MANNER AND CONFORM TO THE CEC :::=> 2X PRESSURE 16 inche& (20 inches if strength axis in the long direction of the panel, unless othernrise marked). -HOUSE PLANS j. Casing (lli2 x 0.080") or finish (11/Zx 0.072") nails spared 6 inches on panel edges, 12 inche..~ at imennediate suppon:s. 23 ALL PLUMBING WORK SHALL BE DONE IN A GOOD WORKMAN LIKE MANNER AND CONFORM TO THE CPC TREATED MUD SILL k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges. 12 inches at int~rmediate supporcs. 24 ALL MECHANICAL WORK SHALL BE DONE IN A GOOD WORKMAN LIKE MANNER AND CONFORM TO CMC P. I. For roof sheathing appHc.atious. 8d nails (21.'2 x 0.113") are the minimum required for wood structural panels. ' m.Staples shall have a minimum crown width of 7/ 16 inch. EXHAUST FANS WHICH TERMINATE OUTSIDE THE BUILDING 25 All CONCRETE AND STUCCO Will CRACK, THE CONTRAC I OR SHALL TAKE PRECALfTIONS TO LIMIT THIS CRACKING. :EE ELEVATIONS n. For roof sheathing applications. fasteners spaced 4 inches 011 center at edges, 8 inches at intermediate supports. ARE PROVIDED IN EVERY BATHROOM THAT CONTAINS SCALE; 1 /4"= 1 '0" CONTRACTOR; DRAWN BY: RTL o. Fasteners spaced 4 inches. on center at edges. 8 inches at intermediate supports for subfloor andwall sheathing and 3 inches A SHOWER OR TUB UNLESS FUNCTIONING AS A COMPONENT - on center ar edges, 26 ,LL FRAMING TO BE DONE IS A GOOD WORKMAN LIKE MANNER AND TO CONFORM TO THE CBC. j DATE: 12-27-16 RTL 6 inches at intermediate OF A WHOLE HOUSE VENTILATION SYSTEM FAN MUST BE . supports for roof sheathing. 27 ALL NAILING AND NAILING CONNECTIONS SHALL CONFORM TO THE CBC CONTROLLED BY A HUMIDISTAT WHICH CAN ADJUST OWNERS NAME OWNERS PHONE# p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. 28 !'-LL NAILS SHALL BE COMMON WIRE AND SHALL BE PER CBC. BETWEEN 50 TO 80 PERCENT EE FOUNDATION PLAN DANIELLE ALLEN (760) 41 5-3660 29 HE OWNER AGREES TO THE AFORE MENTIONED CONDfTIONS BY ACCEPTING THESE PLANS AND AGREES TO FURNISH NEW OWNER WITH A COPY (760) 724-4159 DRAWING NUMBER 30 THIS HOUSE SHALL CONFORM TO THE STATE OF CALIF. ENERGY COMMISSIONS TITLE 24 REGULATIONS. 8 OF 8