Loading...
HomeMy WebLinkAboutAdministrative Permit APX2015020 - PlansLEGAL D E S C R I P T I O N EXISTING F L O A T I N G M C A LOT: 7 TRACT: 4 4 9 9 HARBORADDRESS: 1 6 5 6 1 C H A N N E L L A N E H U N T I N G T O N BEACH LANDSCAPE FRONT: REAR: SIDE R I G H T SIDE L E F T 445.62 S Q . F T . 152.58 S Q . F T . 100.28 S Q . F T . 125.27 S . F T . ALL P L A N S A N D C O N S T R U C I O N D O C U M E N T S H A V E B E E N P R E P A R E D AND S H A L L B E G O V E R N E D B Y T H E F O L L O W I N G C O D E E D I T I O N S 2013 C A L I F O R N I A B U I L D I N G C O D E 2013 C A L I F O R N I A P L U M B I N G C O D E 2013 C A L I F O R N I A M E C H A N I C A L C O D E 2013 E L E C T R I C A L C O D E ( 2 0 0 8 N . E . C . ) 2013 C A L I F O R N I A E N E R G Y C O D E ( T I T L E 2 4 ) 2013 C A L I F O R N I A G R E E N C O D E 2013 C A L I F O R N I A R E S I D E N T I A L C O D E REFERENCED C O D E S BUILDING O C C U P A N C Y R-3 / U CONSTRUCTION T Y P E V-B S P R I N K L E R E D LOT Z O N I N G RL-Cz D M 2 1 GENERAL P L A N D E S I G N A T I O N RL-7 BUILDING S E T B A C K S CHPT.210.06 H B D S nOUIRED PROPOSED FRONT Y A R D S E T B A C K 1 5 M I N . 15' SIDES Y A R D S E T B A C K S 5 ' M I N . 5' & 6 ' REAR Y A R D S E T B A C K 1 0 ' M I N . 13'-4" BUILDING H E I G H T PROPOSED 35' M A X H E I G H T 29' 9 " M A X PARKING PARKING R E Q . 4 B E D R M S = 2 S P A C E S E N C L O S E D - 2 - 1 0 V 2 0 ' S P A C E S OPEN.SHOWN LANDSCAPING F R O N T Y A R D FRONT Y A R D S Q . F T . = 1 0 9 6 s q . f t 4 0 % n o n p e r v i o u s e r e q . 40% R E Q . SHOWN 434.4 s q . f t . 445.62 s q . f t . 4 0 . 6 % LOT T A B U L A T I O N TOTAL L O T S Q . F T . 6000 S Q . F T . BUILDING F O O T P R I N T ALLOWED SHOWN 50% 3 0 0 0 S Q . F T . 2 9 6 5 S . F = 4 9 . 5 % COVERD P A T I O 8 , P O R C H 5% 3 0 0 S Q . F T . 32.24 S . F . = 3 . 6 % NO D E C K S A B O V E . rPROPOSED C O V E R I N G O F E X I S T I N G P A T I O W / D E C + 1 8 5 S Q . F T . LANDSCAPE/ H A R D S C A P E HARDSCAPE FRONT: REAR: SIDE: = 6 4 9 . 9 8 S Q . F T . = 6 5 5 . 3 8 S Q . F T . = 6 7 7 . 6 S . F T . TOTAL H A R D S C A P E A R E A = 1 9 8 2 . 9 6 S Q . F T . = . 3 3 % CHANNEL L A N E PROJECT S Q U A R E F O O T A G E S PROPOSED B U I L D I N G 1 S T F L O O R 2 4 7 7 S Q , F T . 2ND F L O O R 2 7 3 6 S Q . F T . GARAGE 4 8 8 S Q . F T . COVERED F R O N T P O R C H 3 2 . 2 4 S Q . F T . REAR P O R C H W / L A T T I C E C O V E R 1 8 5 S Q . F T . TOTAL B U I L D I N G F O O T P R I N T 2477+488+32.24 = 2 9 9 8 S Q . F T . 11721CHIMAY0 R O A D APPLEVALLEY,CA. 92308 760.885.7569 EXISTING T E M P 6 ' H G T . C H A I N L I N K F E N C E BACK O F S I D E W A L K 100.18' TOP O F C U R B 100.0, BACK O F S I D E W L K 100 1 3 ' TOP O F C U R B 1 0 0 0 0 ' 20' 9 " PARKVVAY TOP O F D R Y W E L L /01.13' 24" S Q . D R Y W E L L TYP. O F 2 PROPOSED B U I L D O U T P A T I O W / OF 2 N D F L O O R D R C K O P D 8 O S Q . F T . StAB 8' IBS S Q . F T BM L A T T I C E COVERED P A T I O 4 SUB S U R F A C E D R A I N L I N E TO C U R B DRYWELL 1- O L I V E T R E E 3 6 B O X 2- 1 0 ' X 2 0 ' O P E N P A R K I N G SPACES R E Q . PROPOSED A D D I T I O N tp.5 +• ' 2 9 , 5 1 : 1 VT EXISFIN(1.CANPLVRODECK 60.0E' N 2 9 5 1 ' 1 6 " W EXIST 6 " B L K W A L L 6' H G T S T U C C O E D DRYWELL EXIST. S . F . R . SUB S U R F A C E D R A I N L I N E TO C U R B PROPOSED R E S I D E N C E , 2 S T O R Y / 9"HGT. 2998 S Q . F T , • " z O O T P R I N T FS = 1 0 1 . 8 ' E L E A , . VACANT P R O P E R T Y S.F.R. P R O P O S E D FACE O F C U R B FLOW L I N E 6 9 . 3 3 . PROPOSED SINGLE FAMILY RESIDENCE SHEETTITLE SITE P L A N ISSUE 01.02.13 SCALE 1/10" S C A L E SHEAR W A L L PANEL S C H E D U L E ( P E R 2 0 1 3 CBC) 8 S2 X8POST FNCO11 RHOO11 7 S2 . 2X4 STUD @ 16.O.C. EXT STUCCO 1X4" DRIP SCREED 4X4" L 0.1. FLASH , DEX-0-TEX W A T E R P R O O F I N G 4)(12@ 20" D.C. BM STUCCO WRAPPED 4X12 LEGE W1/2" " LAG BOLTS @ 16" O.C. STAGG RED SHOPLEW412HA GER TYP. - 2X DBL PLATE OV STL COL. W10X45 STL COL. REVISED 5 FLR. 3ST OV STL BM CX. S2 @REAR STEEL BM/LATTICE BM. 5/8" DRYWALL RIGID RIM BOARD 1 1/8" PLYWD 11 718 RFPI90 2X12 SOLID BLK 2X4 SOFFIT FRM .@24" O.C. 10' 6 " C L d . OMF . 0 X 1 MOME F M /IT D R O P P E l l S O F . RFPI 90 12. HGT.@ 16" 0. Cr, 1.7.1.0AL 1 0 'CLG.HGT. 1 REM 7 0 1 2 " H G T . 2 4 " . C . .4 P O W BEAM R I 3. 1 4 L V L : ' COM. -"11--- ir ,33* 1'11 7W 2 2 n1747 7 4 , 7 ' - ' •r , 10' 6 " C . H G T . ma-Pqr - • - a . SAO13h1.. iaxeMST • o 12L, 6' WE S T A ' L A Y O U T wr 5 1 / 4 • X I D T ' o n o - a r r a : F A T D R O P I M E S !REM 7 0 1 7 H 1; 4.T 1 0 ' 6 " CL H G T . 13X8POSTr,r, sWetith1,011/Wit4,0 i m y w d ic*s r 0 . 0 i • -40- • i P, g g i g g g ; 4q1.014§22. 9*mild REVI43 S E . 1 ) E ilX12 L 6 0 I 9 5 1E9 a ' 24" 0 1 . C . 2,01 CANT. 7 D2 25'-0" REP! 9 0 1 7 H G T . 1 6 " 0 . C . 8 10' 6 " CLG. H G . 52 ESSPOST 4_. . . B _ ; i -PkMg. cr Esi 13'-0" CC2 I'3'• 0.13POOT 5 D r X 9 1 / 7 . F L U S H L M . . B M . ‘217 DMPOST eccm 7 HNC., 5 '13 '272, FPI 9 0 1 7 H 0"CL 9' 0 " C L G HGT.HGT. PI 9 0 2 " H 12 L V L N O R L t . 13 k7:gg. B-MLA.L 113 13'-8" . inn). I S2 I A L H D R S T O B E 1 15.114"X5112" 2 . 2 L V L 1 U.N.O. REV\ FRAMING P L A N 1ST F L O O R ALLOWABLE ANCHOR 8OLTS UPPERFLOOR SMEAR, P L F Or LONG O R 15. F O R 2 - P O U R ) S I L l . N A I L I N G -85.5 5 / 8 . 0 6 . - 16" (.175)e 3')-Sat S/0.1D- C O 6 d • 8 " ) 180 5 / 8 . 0 6 ' 16d • 5 " 260 5 / E r • 4 ' 16d 6 " ("510) ( . 5 / 8 " • 2 . ) oa.SIDED ( " X . • 3 . ) 380 s.rr • r e 16d • 4 " (.76.0) ( . 5 / 8 " • 2')LW-5MM el.. 2 1 490 5 / 8 " • 3.16d 3 . 5 " (.980) ( " w r e 15')DeL 5 1 5 E 5 ( " 2 - 1 6 d • 3 5 ) 640 5 / 8 " 2 8 . 16d 2 . 5 . rum ("5/8"e M.)COILSIDED ( " 2 - 1 6 d • 2 . 5 " ) 570 5 / 5 , 2 0 " Uni • 2 . ("e.)("6/8" • 1 0 " ) < - - r p D K S I D E D ( . 1 - 1 6 , e ( ) T M T A K E D I E S I S N A T E S T E A T W E A R W A I L S H E A T H I N G I S T O B E A P P U E l l O N B O T H F A C E S O F W A L L . ALLPLYWOODEms n U B T B C B L O C K E D W P M 2 X S O L O . L O C N N O . F I B S M U M S S H A L L B E ir 0.0 N A M I A W M = A T I C ' O . x V 0 . 1 O T I M M R S E . PAPERWICKEDSELPHHIRRINSWARDEDNEM L A T H wrn,ArreovAL WnsmALLOWABLESIEARVALUELEM 3 5 0 m r . n n s e x n a t i P L A I T S M O A L L P R A M S W I N D E R S R E C E I V I N G E D G E M A R I N O P R I M A B U T T I N G P A N E L S SHALLMOTSELESSNAN 3 M . t A R I N A L M E E R . N A I L S S H A L L s e s u m . . WHEREPLYWOODISAPPLIEDOliWTI FACESOFA W A L L A N D N A I L S P A C E S I S L E S S T H A N 6 W O E S O N C E N T E R O N E W E R S I D E , P A N E L J O I N T S S H A L L ae ° m a r t T O P A L L O N W I R D E L I N T F R A M E H E N . O R F R A M E SIGELM n o . . a . u t i m e . . A n s o w m o m M o e M a u r * t r u a a n t o . AU.carrntrumsNOME.room SIMI H A T E 5 / 3 ' X ix.A.8. • 6 ' 0 . c . F M n a t • U O N N a t C O M T E M T N A n 5 / 1 3 . x 1 5 . A . B . F O R NOINEWILITHICPOURCONCRETESYSTEMLIDLESSATWEARWALLPANE W H E R E W I P E R E A T S S H A L L B E I N S T A L L E D P E R S H E A R W A Y . S C H E M E . Au I N T E R N E W A R M N O I N E A R I N S F O O T E . , H A W 7132.som N i s •32. o . c M r a c . I E S P E C T E E L T . S. A L L A N C H O R S O L T S M A L L S A W P L A T E S A M S A M A D E O N 3 5 ( 7 X 2 2 9 . 1 ------------ REV GENERAL N O T E S : 1. F R A M E E X T E R I O R W A L L S W I T H 2 X 4 @ 1 6 " 0 . C . T O 1 0 ' 6 " P L A T E hOT.TYP U . N . O . O R T O O T H E R H G T S A S R E Q . :ILL PLATE = 13FPRESSURE T R E A T E D # 2 2X&3X D E C K I N G = SELECT D E X STRUCT. F R A M I N G : THK. X 2 X - 4 X W I D E = #2 2X-4XTHK X 5 X W I D E A N D U P = # 1 EMS3X W I D E A N D U P = STRUCT S E L E C T POST& T I M B E R S 5 X W I D E & U P = S T R U C T S E L E C T ALL WOOD B E A R I N G O N M A S O N R Y O R C O N C R E T E S H A L L B E PRESSURETREATED. PLYWOOD ROOFAND S H E A R W A L L S H E A T H I N G S H A L L B E M A R K E D BOLTSSHALLBEASTM A - 3 0 7 . P R O V I D E S T A N D A R D C U T W A S H E R S BEIWEEN B O L T H E A D A N D N U T S A N D T H E W O O D MEMBERWHERE B O L T S A R E I N T E N S I O N . STRUCTURALLUMBERSHALLNOT B E C U T O R N O T C H E D F O R PIPES, C O N D U I T E T C . U . N . O . 25 S O L I D B L K H G S H A L L B E P R O V I D E D B E T W E E N O I S T & R A F T E R S ATALLBEARINGPOINTS. NOTCHAS R E Q U I R E D A L L J O I S T S A N D R A F T E R S T O P R O V I D E F U L L LEVEL BEARINGAT A L L J O I S T H A N G E R S , P L A T E S A N D S U P P O R T S . BOREALLHOLES F O R B O L T S 1 / 1 6 " B I G G E R T H A N B O L T N O M I N A L SIZE. BOREDHOLEEXCEEDING 1 / 3 O F T H E W I D T H O F T H E M E M B E R PENETRATEDSHALLBE P L A C E D I N S T U D S U N L E S S F U L L Y DETAILEDON P L A N S . H O L E S N O T E X C E E D I N G 1 / 3 O F T H E MEMBERSWIDTH M A Y B E N E A T L Y B O R E D A N D S H A L L B E LOCATEDINTHE C E N T E R O F T H E M E M B E R B E I N G P E N E T R A T E D . RE-TIGHTENALLBOLTSPRIORTO B E I N G C O V E R E D A N D A S OTHERWISEMAKINGBOLTSINACCESSIBLE. ALLNAILSSHALLBECOMMON G A L V I N I Z E D N A I L S W H E N E X P O S E D TOEXTERIOR FLOOR S H E A T H I N G 1-1/8"T & G P L Y W O O D S C R E W E D & G L U E D W / 2 - 1 / 4 " D E C K SCREWS @ 6 " 0 . 0 E D G E S 12" O . C . F I E L D HMO. .1081 51/41(11 / 8 ' 2 2 F L S H LVL B M . T . ' " - ; WI 4 5 S T L C I " B M 17' 0 4 MO E N T F R A M E MBPOSY g 5'-10" 10' 6 " C L G . 1 - 1 T . MO. FPI 7 0 1 2 " H G T . 2 4 " . C . OMF1 1 1 0 X 1 0 • 1 NOME F R A E 1 - • • • - • - - • - • • ; HHLICH FoIrr BCC% 7 MARK WALL T/PE N A I L smart.(COMMON O R B O X ) 4. a . c . M e d g e s a n d ( N M 2/irshcco o v e r p a p e r b a c k e d l a t h w / 1 1 G o x 1 . 5 " O r . n o d • a r . a t t o p a n d N a t t c o n Oates, W o o o f t r a n a n d M f see nreta. b e . CDX:Zne.toLOrittlt n a i l s 6 . o r . sac n a t e O M b a k n o A3/8" C D X p . m . o r O S B w / 8 4 n a i t s • M a x . at e d g e s a n d • Uso 3 7 ‘ f o u n d a t i o n s i l l N a t e . 35 s t u d s a n d b l o c k . . a d j a c e n t p a n . at a d o . a n d 1 2 . f n f i e l d 3/8" C O X p l y w o o d o r 0 5 1 3 W a d n a i l s Use 3x f o u r . . . . M a t e A studs a n d N o o k s a t o d j a c s n t p a n e l s 3/8" C O X p l y w o o d o r 0 5 8 w e d n a i l s r or at edges ond i n 5 . 1 Us. f o u n d a t i a . s i n M a t e . 35 s t u d s o n d a d j a c e n t p a n . = = p a r B urr.33efaandaiior”tili p l a t e . 5/ s t u d s a n d N a d u a t a d j a c e n t p a n e s NOTES S2 smae-lo POER 220/L H D R r L.. .r.. / 4 • 1 11721 C H I M A Y 0 R O A D APPLEVALLEY,CA. 92308 760.885.7569 LL.1 C.) Ui Lii COr‘ ›- C D CNI (i) w CD - -I ( o u z (7) c C C 1 c c in c o 0LLI 4 , CO0 a ) 0 CD - 0 C 3 co IT.O. r SHEET T I T L E FRAMING P L A N 1ST F L O O R ISSUE 09.15.14 SCALE 1/4..=1, O . , FRAMEINTERIORWALLSWITH 2 X 4 @ 1 6 " O . C . T O 1 0 ' 6 " H G T . T Y P ORTO O T H E R H G T S A S R E Q . ALLCONSTRUCTION S H A L L C O M P L Y W I T H A L L A P P L I C A B L E W cri CODESAND O R D I N A N C E S A S L I S T E D O N S H T . A O O F T H E S E P L A N S . (I) FRAMINGCONDITIONS N O T S P E C I F I C A L L Y S H O W N O R D E T A I L E D SHALLBE F R A M E D S I M I L A R T O D E T A I L S S H O W N F O R R E S P E C T I V E MATERIALAND C O N D I T I O N S . CONTRACTORSHALLVERIFY A L L E X I S T I N G C O N D I T I O N O N S I T E 2 a ` ; ANDSHALLVERIFY A L L D I M E N S I O N S B E F O R E S T A R T I N G W O R K . , - 0:ZEPORTANY D I S C R E P A N C I E S T O T H E O F F I C E O F T H E D E S I G N E R FORCLARIFICATION. LUMBER:Le, • cu 1.ALLSTRUCTURALLUMBERSHALLBE D O U G L A S - F I R L A R C H O F GRADESINDICATEDU.N.O. SHEAR W A L L P A N E L S C H E D U L E ( P E R 2 O 1 CBC) MARK W A L L T Y P E S N A I L S P A C I N G (COMMON O l t B O X ) ALLOWABLE ' " A N C H 6 R - B O L T S UPPERFLOORMARK W A L L T Y P E S N A I L S P A C I N G (COMMON O l t B O X ) ALLOWABLE ' " A N C H 6 R - B O L T S UPPERFLOOR (12.LONG OR 1 5 . F O R 2 - P O U R ) MIL N A T 1 2 1 4 5 SHEAR, P L F SHEAR, P L F (12.LONG OR 1 5 . F O R 2 - P O U R ) MIL N A T 1 2 1 4 5 4X4:POST 114,-• • , 1,41-Tlf I / / J12.1, ;13 HIP GIR4ra r , • TRS CJ3 I / I S2 slope .2512 pitch 2 PROPOSED NEW DECK 184 SCLFT. COVER W/ DEX 0 TEE D CEIND E iESR 57 4- 1 2 LVL I • r 1/ 1 \ r --- - STq66 TRS CJ3 -r, 0 . 1KPB51 roposed 12080 s i l ng d o o r NINS75102)22LVL ti• TRS 11 ,I 4 ,L_III_JLI\- :-.11 ,1 O ',DROPPED SOF017 I I j ) • =I" g i l l \F•-1 A' :if 6" DROPPED SOFFIT TRSI. 2 TRV2 TR.S.1C2 1 L R14/23 _r,_,_ii TRS A l O TRS A l l i r 'SNAIL Tv C2 4... TR 1 Sf irk \ L/•••• / D2 N 4_,••••/ r r yaDROPPEID 051FINT# I I ,,...,.... Ei - - - - laInsMISTOZ 2 3 I 244,P SEE STAIR LAYOUT SHT A8.1 :" I I - N. I 12 I \ - .04 ""9-4 2XFILL FRL ____0 I TV.hun--„-T ,- II p s GV•501$ 1• /'7 GI% TRSB3 42t,ep% - • - •r • • - • - •ts I 327,61242BE7LFLUSH\ • FRM 1E224. N / SJ3 X3 / •,4 .7 r4sircaL / / r 1 /• • CEP M9TC66 0E4 P O S T I TO P O U N D I , I I . 44 P O S T " 0 F O U N I - •,Zi I TS lO 5 ak. . , TRS B3 4X4 POST I TRS B2 p .1312 4r4 Post I 04 POST 6151T,66 •••. 'err -- N , ; 6" D R O P P E D S O F T . . . T R S A 2 TR0A3- 1,5 N •• - • • • - I ,•9 N4 • • -I r 41 P O S T ' I , • 1 " ' N Fs' N 454 F i s r ' 22 L V L M D R 51,114 2:2111.1, `I. LIX4 P ' O S T ess- ------1/4`SM1I HU412, , / 1 I \ ROOF TRUSSES © 24" ac. SEE TRUSS CALCS FRAMING P L A N 2ND. F L O O R 1:2 PROPOSED 42" HGT. TEMPERED GLAS GUARD RA/L 4X4 P O S T 3X S I L L 3.5X1 "LVL FLOOR B M SIMP A 6 6 EA S I D E W/ 2 3/Er LAG B O L T OBI. T O P P L A T E 404 P O S T MSTC66 SEE D E T A I L 4 / 5 2 LVL F L O O R B M C X T O P L A T E 1 ( • ) T I M T A K E I W P G R A . S T . T . . 1 1 W A L L S E E A . N 6 I S T O B E A M I S S O N E O N P A C E S O f N A I L . Au. s e t w 0 0 0 E D O . H O S T S E K O C K . M T H 2 x s a e e x a m s . F R U , W a t l x 6 6 S H A L L B E I t b e r o e S R A S P A C E D A T b e . A N D 6 " o . e . O n e . . PPPERBACKEDSELP•PURRINCEXPAND.IWTALLATHWITH.0 A P T O O V A L WHEREALLOWAKBWAR V A L L E S M E W 3 5 0 P I P . P O S N O A T I O N L O L L P L A T E S ANDALLMAPS. N . M . M E W I N G E N E I N J U R E P E O N A E U T T W O P A N . SHALLNOTBEMS T I A N 3 . a m e A N W I N A L P O S I B E N N A L L S S M A L L B E S T A S S E R E D . WRAP',WOO I A A P P L I E D O N A W N F A C E S 0 R A . M b S P A O . m u e , P A N E L A R K S M A L L as F R A H M s . i i e e 3 9 . N o w o u u . O R T I O C K E P A N S e m s o N E A C H . . A T A 6 6 5 6 6 6 . ALLcoK6ruousAx.RWARFOOTINSSHALLNAVEsia- i r A.B. • 6 ' a . c . ! O R O N W O U T I O C P O U R D E W S . S T E M A N D 5 / 5 , 1 5 ' A . B . P C P NORWONOLITNICPOURCONCRETEUSW. U N L E S S A T S H E A R W A L L P A N E L M E R E M O M E O L T S S H A L L B E I N S T A . D P E R WEARWALLSCHERAE. ALLMEMO B E A R . A N D N O N - S P A R W O s o w n e s ' s e s s i x N A V E 7 / 3 2 ' m o t N o s 0 3 2 . o . c . 4 3 . o . c . m e m o n s e m , a.ALLARMORSOLTSHALLNAVERATE W A N E S A H i N d I U M O P 3 , 3 1 • X 2 2 W A AL H D R S T O B E I 15.114"X5112" 2 2 L V L I U.N.O. brywall, b l o c k e d , W i t h 6 d c a o i c r n a i l s e 4 " o b . a t e d g e s a n d f i e l d 7/8" s t u c c o . . . p o p e s b a c k e d l a t h w i l l E . x1.5.Om nail 0 6 7 a s , a t . p a n d b o t t o m Ma., e d g e e f . 1 1 a . i n f i e l d see n o t e # 3 b e l o w 3/6• C O X A S S 0 5 1 1 . 1 1 0 A L A E 6 o b . at e d g e s A n d 0 1 2 . 6.c.A f i e l d see n o t e # 5 b e l o w 3/, 0 3 X p l i s w o o d o r O S S w / S d n o e s 0 4 " c i e . LSgdE22 BfAA".. Use 3 s faiinclat.n s i l l p l a t e d i 3x m . l s . d b l o c k s a t a d j a c m t p a n e l s 3/8" C O X p l y w o o d o r O S . v o / 8 d n a i l s M e d g e s a n d 0 1 2 " m f i e l d Use 3 x f o u n d a t i o n s i l l p l a t e 6 3x s t u d s a n d b l o c k s a t a d j a c e n t p a n e l s 3/8" C O X p l y w o o d 0 5 1 1 w / 8 d s i d l s e at e d g e s a n d e 127 6 c , I n f i e l d Use 3 x f o u n d a t i o n s i l l p l a t e 3x s t u d s a w i b l o c k s a t a d . . . p a n . 1/5. 5 0 . 5 plywood.10d n a i l s r at e d g e s a n d 1 2 " m e E f A i d Use 3x f o u n d a t i o n s i l l p . e 6 3x s t u d s a n d b l o c k s a t a d j a c e n t p a n e l s NOTES: 85.5 5 / 8 " 0 6 ' 16d 6 9 1 6 7 (7175) ( " 5 / 8 " 0 3 ' ) DSL S T 5 E b P l i e d 0 E N ) - - - 00 5 / 8 . 0 6 ' 16d0B• 260 5 / 8 " e 4'161 0 6 . (.520) ( . 5 / 1 3 . e 5 ' ) OBL M E D r ' 1 6 d E r) 380 5 / 8 " 4 ' I6d (•760) M i r 0 2 . ) --IT 0 8 1 S M E 5 f " V i d 2 , 490 5 / 8 " 3 ' 162 e 65" (.960) ( * M r e 13•)591. S I D E D ( 7 2 - 1 6 d e 3 . 5 1 640 5 / 8 " e 28.16d e 2.5 (1780) ( 7 5 / 1 3 7 e 1 4 1 DBL srmo PO-IAdE 2 . 5 1 870 3 / , 0 2 0 . 16d e (71740)me 0 1 0 , OBL seep (72-16.1 0 2 1 1g15, 11721 C H I M A Y O R O A D , APPLEVALLEY,CA. 92308 760.885.7569 0 SHEET TITLE FRAMING P L A N 2ND. F L O O R ISSUE 09.05.14 SCALE 1/4° - 1 ' O . GENERALNOTES: FRAMEEXTERIORWALLSWITH 2 X 4 @ 1 6 " 0 . C . T O 9 ' 6 " P L A T E HGT. T Y P U . N . O . O R T O O T H E R H G T S A S R E Q . FRAMEINTERIORWALLSWITH 2 X 4 @ 1 6 " 0 . C . T O 9 6 " H G T . T Y P OR T O O T H E R H O T S A S R E Q . LLCONSTRUCTION S H A L L C O M P L Y W I T H A L L A P P L I C A B L E CODESAND O R D I N A N C E S A S L I S T E D O N S H T . A O O F T H E S E P L A N S . 0•FRAMINGCONDITIONS N O T S P E C I F I C A L L Y S H O W N O R D E T A I L E D SHALLBE F R A M E D S I M I L A R T O D E T A I L S S H O W N F O R R E S P E C T I V E MATERIALAND C O N D I T I O N S . 5. C O N T R A C T O R S H A L L V E R I F Y A L L E X I S T I N G C O N D I T I O N O N S I T E ANDSHALLVERIFY A L L D I M E N S I O N S B E F O R E S T A R T I N G W O R K . REPORTANY D I S C R E P A N C I E S T O T H E O F F I C E O F T H E D E S I G N E R FORCLARIFICATION. LUMBER: ALLSTRUCTURALLUMBERSHALLBE D O U G L A S - F I R L A R C H O F GRADES I N D I C A T E D U . N . O . SILL.PLATE = DF P R E S S U R E T R E A T E D # 2 2X & 3 X D E C K I N G = SELECT D E X STRUCT. F R A M I N G : 2X-4X T H K . X 2 X - 4 X W I D E = #2 2X-4X M K X 5 X W I D E A N D U P = # 1 BMS 3 X W I D E A N D U P = STRUCT S E L E C T POST & T I M B E R S 5 X W I D E & U P = S T R U C T S E L E C T ALLWOOD B E A R I N G O N M A S O N R Y O R C O N C R E T E S H A L L B E PRESSURE T R E A T E D . PLYWOODROOF A N D S H E A R W A L L S H E A T H I N G S H A L L B E M A R K E D "APA". BOLTSSHALLBEASTM A - 3 0 7 . P R O V I D E S T A N D A R D C U T W A S H E R S BETWEEN B O L T H E A D A N D N U T S A N D T H E W O O D MEMBERWHERE B O L T S A R E I N T E N S I O N . STRUCTURALLUMBERSHALLNOT B E C U T O R N O T C H E D F O R PIPES, C O N D U I T E T C . U . N . O . 2X S O L I D B L K H G S H A L L B E P R O V I D E D B E T W E E N O I S T & R A F T E R S AT A L L B E A R I N G P O I N T S . NOTCHAS R E Q U I R E D A L L J O I S T S A N D R A F T E R S T O P R O V I D E F U L L LEVELBEARINGAT A L L J O I S T H A N G E R S , P L A T E S A N D S U P P O R T S . BOREALLHOLES F O R B O L T S 1 / 1 6 " B I G G E R T H A N B O L T N O M I N A L SIZE. BORED H O L E E X C E E D I N G 1 / 3 O F T H E W I D T H O F T H E M E M B E R PENETRATEDSHALLBEPLACEDIN S T U D S U N L E S S F U L L Y DETAILEDON P L A N S . H O L E S N O T E X C E E D I N G 1 / 3 O F T H E MEMBERSWIDTH M A Y B E N E A T L Y B O R E D A N D S H A L L B E LOCATEDINTHE C E N T E R O F T H E M E M B E R B E I N G P E N E T R A T E D . RE-TIGHTENALLBOLTSPRIOR T O B E I N G C O V E R E D A N D A S OTHERWISE M A K I N G B O L T S I N A C C E S S I B L E . ALLNAILSSHALLBECOMMON G A L V I N I Z E D N A I L S W H E N E X P O S E D TO E X T E R I O R FIG, 11721 C H I M A Y 0 R O A D APPLEVALLEY,CA. 92308 760.885.7569 SHEET 1 1 T L E EXTERIOR E L E V S . TOP O F C U R B RIGHT ELEVATION a 1. 2. 3. 4. 5. CALL—OUT N O T E S 25 G A W E E P S C R E E D PLATELINE 7/8" E X T P L A S T E R , 3 C O A T S Y S T E M . L I G H T S A N D FINISH C O L O R B Y O W N E R 2X4 F A S C I A ( S T U C C O O V ) CONC T I L E R O O F I N G E A G L E " S U M M E R F I E L D " O R OTHER S T Y L E D E L E C T E D B Y O W N E R , O V 1 5 l b F E L T INSTALL A S P E R M F G R " S S P E C S . 6.26 G A G . I . F L A S H & C N T R F L S H . P A I N T T O M A T C H ADJACENT S U F A C E S 7.WOOD F R M & S T U C C O C H I M N E Y W / R O C K V E N E E R 8.DECRATIVE C H I M N E Y S H R O U D . F A L S E C H I M N E Y , N O SPARK A R R E S T E R R E Q U I R E D 9.3X8"PRECOATED F O A M M O U L D I N G 10.2X6 P R E C O A T E D F O A M M O U L D I N G A R O U N D WINDOW A S S H O W N . 11.16X8" P R E C O A T E D F O A M C O R N I C E M O L D I N G . 12.4"X9" P R E C O A T E D F O A M S I L L 13.AC C O N D . ( V E R I F Y L O C A T I O N ) 14.ELECTRIC. M E T E R & P A N E L o 15.W.I. R A I L I N G W / P I C K E T S S P A C E D S U C H T H A T A 4 " SPHERECANNOT P A S S T H R U . 16.6"X8"X18" F A U X W D C O R B E L S . 17.2.5"X15" P R E C O A T E D F O A M B A S E M O U L D I N G 18.4"X14" P R E C O A T E D F O A M M O U L D I N G @ M I D P O I N T . 19.ROCK V E N E E R 20.PRECASTCONC W A L L C A P 21.6X12 W O O D B M . ( S T U C C O O V . ) 12 PRECAST C O C . M O U L D 12 5 ISSUE 01.02.13TOP OF CURB REAR ELEVATION FRONT E L E V A T I O N SCALE 1/4" -0'HAGEN M O D E L . S . V E N T SHEET T I T L E ROOF P L A N ROOF O V E R H A N G L I N E 1 1 / 8 p l y w o o d s h e a t h +42" T E M P E R E D G L A S S G U A R D R A I L Dex-o-Tex w a t e r p r o o f d e c k i n g ER-ESR 1 7 5 7 03 W.I. C I M I L A R ROOF M A T E R I A L : 2:12 & L O W E R U S E : 3-LAYER H O T M O P W / 2 - L A Y E R S O F 151b R O O F I N G F E L T M O P P E D & 9 0 I b C A P S H T . 3:12 & HIGHER U S E : CLASS A L I G H T W E I G H T C O N C . TILE B Y E A G L E R O O F I N G " S U M M E R F I E L D " O R S T Y L E APROVED B Y O W N E R . I C C - E S E S R 1 9 0 0 ( M A X 5 5 0 I B S PER S Q . D E A D L O A D ) ROOF S H E A T H I N G : 15/32" P / W C D X , O R O S B W / 1 0 d @ 6 " 0 . 0 @ E D G E S 17 O . 0 @ F I E L D ATTIC V E N T I N G R E Q . 2800 S Q . F T . A T D C A R E A 2800/150 = 1 8 . 6 6 S Q . F T V E N T I N G R E Q . 18.66 X 1 4 4 = 2 6 8 7 . 0 4 S Q . I N . R E Q . O'HAGEN M O D E L S V E N T = 9 7 . 5 S Q . I N . N E V A 2687 / 9 7 . 5 = 28 V E N T S R E Q . 28 S H O W N INSTALL A L L V E N T S S H O W N H I G H W I T H I N 2 4 " O F R I D G E WHERE P O S S I B L E I N S T A L L A L L V E N T S S H O W N L O W WITHIN 3 O F E A V E S A N D A S R E C O M . B R M F G R . VENTS S H A L L B E C O V E R E D W I T H C O R R O S I O N REISTANT S C R E E N S W I T H O P E N I N G S 1 1 4 . S Q . M A X . 1 1 1 6 " SQ. M I N ISSUE 05.13.14 ROOF P L A N SCALE 1/4" PLYWD C R I C K E T S L O P E M I O N . . 2 5 " 1 2 P I T C H HOT M O P W / 3 L A Y E R S W / 9 0 l b C A P BUILDING W A L L L I N E PLYWD C R I C K E T .25" 1 2 P I T C H W/ 3 L A Y E R H O T M O P W 9 0 l b C A P S H T . 2- 2 " D E C K D R A I N WI 7 O V E R F L O W DRAIN T O G R A D E IAIMIV-V..;411.:-.2a' 11721 C H I M A Y O R O A D APPLE V A L L E Y , C A . 92308 760.885.7569 4. MAX PICKETS OR W I LACE WORK --., SPACED OR DESIGNED SUCH .--- TI-IAT A r SPHERE CANNOT T.- PASS THRU , 2"SO W I KING POST .-- . ,,,.',- 7,3' ()JAM 318" SPACING ,-„-•BASE PLATE W./4-1/ X 3' - ECRO C VER ,LG LAG SC EWS •••• g,* - .,- . _ - , 5 z 2X SOLID BL - -. - -- (FLAT) !!K e 4'; SOLID ELK i.,,•., 1 1/8" PLYWD SHEATH (FLAT)• , ....SOLID END BLK ,,,..., .. _ :',.- ..1 - i „_„: FLOOR TRUSSES ,. ' '-'-'-r: ''°;.'' 1 7/32" , . .STONE VENNER.. . , ''• .- i'' ",-..- -. - • ; 1- r -.•,..-• -,t ve.i.•-•..., 4.- .c--, ,. - '''' - - •••• ", ,., 4...-It_ ,r. t.. .. - r .1.4 . -A .---,-I SHR PNL = -.-.- • - •••• '''-- .BUILDING PAPER _ -- - - ''-' -.•'IN ,_ -WALL FRAMING ' S. .-9-PLASTER COATED FOAM MOULDING_r !.....4. .. _•• ,-..,. , ----;:.=:-:=,- ' ',,•-•.- ' •-- ..-i.- EXT STUCCO . STONE VENEER 'I, , • - - - _ _ . - WALL FRMNG_ - -- _ _ __ ._ - EXT STUCC , ADHESIVE AS PER - - - MFGR•s. SPECS 18" FLASHI -, -- 12 , , . I fr, 26GA ••-I ... j.3/4" PLYWD- — I MIL CORE .STUCCO . . -. --:..-7,_,--.,,,------_,-.=_,---, FAUX WOOD CORBELS INSTALL AS PER MFGRs RECOMENDATIONS ..,:".":•Y ; r.4....,.; 26GA • W I RAIL ' ., ,4 WINDOW SILL - - _____ STUCCO _ - , MTL FLASH I i vr nywoSFITH ' • I •••' "--REINFORCED I" JOIST 2X4 © 24" C 2- 1/2° X3" LAGS 24" 0 C/ . -,--.1--,..-__::::,- -..-----2X10 ANGLE - BRACE EA .IST . _ _- - DBL TOPPLATE STUCCO - -s•-• _St ..-.7. ,, , I I I ' ' © : / : ....-..., .',.'"ii -. ., I'D !I "..-- .::: • •••,.4`4,.--,....-./1,- .,, • . _ : :_•. i:.._-1-: - - •s"., '.,"•:!. '.,,,-....:...f..z..e- -•:.;,,- __• •.---.---..„..., • - : ,-. PLASTER COATED - - FOAM MOULDING ;••,•,-,y_k\ - `---, -,•,-,..t\•-‘,,,-, ,-,-- V /WINDOW OR DOOR — - -- ----- FRAME , . . . ' , .SANDED GROUT ,.. ._•' , •1 . 3 .'FALSE BALCONY (LOFT) ,;WINDOW/DOOR SURROUND '_FOAM__PLANT-ON______ 12 _______ W.I. RAIL DETAIL . _____-______________ 1g ,_..-__@ FOAM BELLY BAND STONEVENEER__----_ -___ .... _____ ___ I --'•-E, , ,• ''' ,',.,,,, ,....A.4- -,,4, !,.,', '' .,.---,,,,-,-v,,,,,-, -PLASTER COATE FOAM CAP , "/ ....-73P.4 ".-7--`,,c,"-'- 41...,:-Pi-.1:- -!, .sqd-••.,,,-.7,-4 , :".; ").-e.r*-- ..-_, __ . ' ' ' ;-,, 4.'. - _ ' .-31... ,..^,„ _ --..i s.-F.:-.;:'''' ':4-i,• ... - . --v,v;,..,:::,,,,,„:".• ,EXT STUCCO,_ ,, ----FAUX STONE VENEER 318' CCX PI YWD ,,... : _ . ',' .. P zx@16.0c„„_, ..,.i., . . . _ - . . '. . ,, ...-- , 25GA G I CAP FLASING •••SLOPED TO DRAIN ,' . I' •'': ' " , •' '74' ri -..) A • ,-' i:,-, .__ __ --RUBBER SEALANT BY OTHERS ...-ii'C.,' e• ;;:j5:- .,....: '-/ „,;,-,.:, , a-"";•'-:2,, ,',.:(/'„_,,4-;- __ _,WOOD BM (SEE PLAN , i' 41".,'"/X ' r$ "•:-:‘ - - - . "../- - " S'----4/ './g:-1".''i:EXT STUCCO .1 '. "l,,,,A2` ' - - -,... 1--":-`-, ' ,•f f.4, "4, -,,,,,,.., , •--,"- ' ' ,•,/,..,, ,[7., 'p _••'',,:,,,Y14 0'1•:-.1', "A;..-?.:, ,- /,,ii.,//METAL SOFFIT FLASHING .:4,,;?:/0'/ ,?;,' ' , -- ---'' TYP -: - `--e:,W4,/,4,-: _.- - . _ - . , , Min. 2-2xor 4x 1" 4x4 post . . ,,. --:i ...ic *sv.- ••••;: -mstc48b3 ,7,38 Nails . min. kstartnails •-,•length 21"/ ,,'" - ,a- , ,/,' upfron - -;,...f'__„:„-_ ,end of stud , ‘:^ '..,r _—...1,— .-.9: ,--..( No nails req. ------s--_ - - --1., Face nails , 0.-4 I- -,,,..,/, .4'/t fb SLOPED . - '.---.7-, `...:-J,:-:./.:...- - 4 2,-.;,,, ----v __- ..4-4.Vi 7,- ,-• ___ --- -- ...•--Y.'_•••,..-.„.;_ _- - _ ._ ---- --- ; , i I HDR 1 I _.-STUCCO 1 , PLASTER COATED , 1 ADHESIVE AS j - - - PER MFGR"s SPECS I : I -- WINDOW JAMB " I 3. 1:i 1 I ,_ i I ,,. -3 5X12 LVL /mstc48b3 -FLOORBM I . IMSTC48113._POSTSTRAP ____ , 8 STUCCO WRAPPED PATIO BMS LDOOR SURROUND 1 •----- --- - --- - --- - ---' 1 PONY WALL CAP _. FOAMPLANTON , --- PLYWD SHR PNL .-_,_PLASTER COATED 2„___---- - FOAM MULDING SURROUND--9___, ,1,•.--;---- i - 5 - - 7.-, ..--•__ - 4-: 71"- - - ' ' _ ' ;:;.-- It ..,.. : - ::-*---- ,PLASTER COATED FOAM SILL ..,. - 1 _ _ _ ,, _. -, _-_ :-.„.- ,- - •••-.-*,11t1-44._- -.- -,--.- '''r_• -t' ,, _ .-,.1.,_ _ . °-' - ' - '--.1- ••--•'-_, - , ---,-,_&.--__ ,- ..- -- _ _ --.' -.._..___ -,_ _. i•-",!•" !,'.!.7":•'.• . ..-WALL FRMNG . PNL (WHERE -OCCURS) '. - _ .BUILDING WRAP • STUCCO ..- ,"•- . / si•-•••'•' -- • ---, W_. COUNTER FLASH . .„APPROVED DECKING // 4•X6"301b UNDERLAyMENT 4,%13"26GA COVED FLASHING , ,30Ib UNDERAYMENT 2DROP PLYWD SHTH" .. E ____DECK JOIST ,a _ , _. 2.5" L,, . -- --- SLOPE PLYWD. PANEL4-,,40.1,.,*At-',,:. „-I - — - EXT STUCCO ADHESIVE AS PER MFGR"s 1-,' ''y _.--,-SPECSA..',.?"PLASTER COATED • ---- FOAM MOULDING- -IL (•••;;, -, 7,1.• ,___-- I JOIST 44 .. --- - - :, ,, - in , ••"--. ., ' 4^---- - - DBL TOP PLATE , , OCT STUCCO .„.....--PLASTER COATED FOAM CAP ,-------' - K. - .- Z;,•:•-„:, . •FAUX ROCK VENEER • .. • . ,, ._ . ./. - . . • '--_ ,. ..-,.._-.4,,,-...3.4,7,1-. _-- - . _ . -_ _- ,, _, __ __., ._.. ,__,.- - . . - . _ ._ _..' _ 1 , ,', , 4 ECK DROP FLASHING . _,... iFOAM MOULDING .„! . " BELLYBAND @ MID-POINT-- --------- --- , 7 TYP. WINDOW SILL __ ________________ 10 STONE VENEER CAP RAIL _______________ _____ __________ 11721 CHIMAYO ROAD APPLEVALLEY,CA 92308 760.885.7569 SHEETTITLE TYP. FRAMING DETAILS ISSUE 12.25.13 SCALE NONE MR. MRS. DEEN 2661 E. Charlinda St. West Covina, Ca 917191 16561 Channel Lane PROPOSED SINGLE FAMILY RESIDENCE Huntington Beach, CA.92648