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HomeMy WebLinkAboutCDP 2017-0035; EKERLING ADDITION; Planning Commission© & L @ ([_ ¢ C OR [ # AB A .. C. ACOUST. A .. O. ADJ. A.F.F. AGGR. ALUM.,AL. APPROX. ARCH. ASPH. BO. BITUM. BLUG. OLK. BLK'G B,I. BOT. BTWN. CAB. C.8. CEM. cu,. C.I. CLG. CL.KG. Cc_Q. c·_R. CNTR. CO'.-. CONC. CONN. CONSTR. CONI. CORR. CTR. CTSK. C.J. D_ DBL. DEPT. DET. D.F. DIA. DIM. DISP. DN D.O. DR ORY OS. D.S P D.WASH. DWR. DWG. COPYRIGIH AND ANGLE /J..I CENTERLINE UIAMFTFR OR ROUND CHA~NEL POUND OR NUf!BER ANCHOR BOL AIR CONDITIOMNG ,>.COUSTICAL AREA DRAIN A,CJUSTABLE ABOVE F NISH ED FLOOR AGGR,GAT, ALUMINUM APPROXIMATE ARChlTECTURAL ASPHALT BOARD BITUMINOUS BUii.DiNG nl_OCK Bi_OCKING BEAM BOTTOM BETWEEN CABINET CATCH B/\SIN CElv1ENT CcRAMIC CAST IR01\J CC:ILING CAULKING CLOSET CLEAR COUNT[R COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CORRIDOR CENTER COUNTERSUNK CONTROL JOINT DRYER DOUBLE DEP/\.RTMENT DETAIL DRINKING FOUNTAIN DIAl"ETER DIMENSION DISPENSER DOWN DOOR OPENING DOOR rJRYc" DOWNSPOUT DRY STAND PPE DISH WASHER DRAWER DRAWING ! I -f-- 7 - I l ---+-- -__ ___,__ ___ _ r'"" µ ~ .L 1.. ..... - ..... -- .&..J ..... . --- ---. ,.-. ...... ....... - . -- ---- H , ..... -~ ---, • ,--- +----__J___--------i-----------+------------------+-~n.~.u~~.u-----,----1 ~ 1 V .1 ~ I I MATERIAL SYMBOLS .-r l I I _J l I ! i I I BUILDING STATISTICS: CDP 2017-0035(DEV2017-0121) • I 0 UI~ ZI~ -1j I i:i... E--sl I ~"' . ON UJI z~'."IB 1-...-7 I 8 ::lcn I t,=6,1 E---,! I <( lO >I ;-0;:u~ ~I ;:,om~ ~OJ=OJ I E-2 :rm C/Jl(/}~2~ z -.. ~l oro"" '"-0 C (.)U1o,O -1 <t~ l:) I n_ lz 0::: I 0 ef<r! ! U} ~ i 2:l -------& LINEWORK ABBREVIATIONS SYMBOLS & LEGENDS LOT SIZES LOT AREA: RECTANGULAR 8746 SQ FT 1 ,J94 SO. FT. GND. GR. GYP. GYP.BO. H.B. H.C. HDCP.,H.C. HDWD. HOWE. H.F.S. HGI.OR 11. H.lk HORIZ. H.P. HR. 1-1.S. HI/AC I.D. INCL. INFO. INSUL. INI. JAN. JI. KIT. LAB. I .A,1. LAV. L.P. LT. MAT'L MAX MECH 1'1EM9,~ MET. MFR. MIN. MIR. MISC. lvl. 0. MTD. tvlU'----. N. GROUND GRADE GVPSUM GYPSUM BOARD HOSE 81RR HOLLOW CORE HANDICAP HARDWOOD H/\RDW/\RE HALF FULL SIZE HI IGIH HOLLOW IJETAL hORIZONTAL HIGH POINT HOUR H/\LF SIZE cEATING, VENTILATION & AIR CCNrnTIONING INSIDE DIAMETER INCI.UDING INFORMATION INSULATION IN I t=_R1Ur\ JANITOR JOIN! KITC! WN LABORATORY I A \IIN.ATl LAVATORY LOW POIN, LIG,IT MATERIAi MAXIMU~I MECHA.NICAL MEMBRANE METAL MANUFACTURER MINlls!JM MIRROR MISCELLANEOUS MASONRY OPENING MOUNTED ,IULLION NORTH NOT APPLICABLE NOT IN CONTR.ACT N/A N.I.C. NO. OR NOM. N.T.S. # NUMBER NOMINAL OA. O.C. O.D. O."F. OPNG. OPP. 0/ S.D. NOT TO SCALE OVFRAI I ON CENTER OUTSIDE DIAlvlETER OR OVERFLOW DRAIN OFFICE DPE~ING DPPOSIT, OVER S.\IOKE DETECTOR CONSULTANT LIST T.C. TEL. T[R. T. & G. THK. T.J. T.O.P. T.0.S. TP T.S. T.V. T.W. TYP. U/C UNF. U/S LJ.N.O. 1/. VERT. VEST. V.1.F. WASH. W/ W.C. WD. W.1-1. W.1. W.I.C W/0 WP. W.R. WSCT. WT. pl-/AWM_ f -cl. FD_ F.E. F.E.C. F.H. F.11.C: FIN. FL. FLAS~. FLUOR. F.O.C. F_O_F_ F_O_M_ F.O.S. FOUND. FPRf-. F.S. FT. FTG. FURR. FUT. GA. GAi V. G.B. G.I. GL. TOP OF CURB TELEPHO,NE T[RRA/ /0 TONGUE AND GROOVE THICK TRUSS JOIST TOP OF PARAPCT TOP OF SHEATHING TOI" OF PAV[MFNT TOP OF SL.AB TELEVISION TOP OF W/\.LL TYPICAL UNDER CUT(DOOR) UNFINISHED UNDERSIDE UNLESS l,OTED OTHERWISE VOi ·1 VERTICAL VESTIBULE VERIFY IN FIELD WASHER WITII WATER CLOSET WOOD WATER HEATER WROUGHT IRON Wi\LK IN CLOSET WITHOUT WATERPROOFING WATER RESISTANT WAINSCOT WEIGHT l')~D)iJlAiW.\R' MESH Fl Al GAR FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FULL HEIGHT FIRF HDSF CAcllNET FINISH FLOOR FLASHING FLUORESCENT FACE 0° CONCRETE IACE Oi IINISH FACE OF MASONRY FACE OF STUDS FOUND1\TION FIRE"ROOF FULL SIZE FOOT OR FEET FOOTL\IG FURRING FUTURE GAUGE GAi VANIZED GRAB BAR GAi 1/ANISUJ IRON GLASS OR GLAZING ® Vo\ ( ~I -GRID LINES /~2 I I \_J D CESICNATION CRAWING OR ELEVATION DETAIL C 2 A I, I 1"1/ATION IOcNI If I CATION A-3.1 SHEET WHERE ELEVATION IS B :JRAWN SECTION .,f 2~ SECTION IDENTIFICATION ~5~3)---SHEET WHERE SECTION IS DR.AWN DETAIL_ CALL -OUT bT:>-~-DETAIL IDENTIIIC.ATION @J)~ SHEET WHERE DETAIL IS DRAWN ROOM IDENTIEICAI ION KITCHEN--ROOM NAME I 102 t-ROOM NUMBER ® ® 0 ~ ~ ) ♦ DOOR NUMBER WINDCW NUMBER DESIGNATION NOTES & KEY:'-JOTES Re-VISION VATCH LINE SHADED PORTION IS I HI SIDF CONSl'llRID POINT, D/1TUM POINT WORK POIN-1, CON' ROL p@ I ◄ f<] p@ CFC! r---71 / le' -_J I ◊ 0 fO ' 7 ti ~ ® fw- 1 [Q] DUPLEX ELECTRICAL OUTLET @+1 S"A.E.F. TELEPHONE OUTLET @+ 1 S"A.F.F. COMPUTER CRT/Dl'.TJ, OUTLET @+ 1 S"A.F.F. GROUND FAULT CIRCUIT -INTERRUPTER SEE NOTE 1/IX SHEET G-1.2 2'x4' FLUORESCENT LIGHTNG FIXTURE INCANDESCENT LIGHT FIXTURE- SHANtlFI ERE RECESSED CEILING MOUNTED LIGHT FIXTURE INCANDESCENT WALL MOUNTED LIGHT FIX-LJRF Fl_UORF-SC:FNT STRlf0 l lCHT FIXTURE TRACK LIGHTING FAN EXHAUST VI/MINIMUM 5 Al, CHANGES PER HOUR FLUSH MOUNTED SPEAKER Wf\LL SWITCfl @+48"A.F ;=-: DIMi~ER sw1-:-CH @+48"A.F F. kD THERMOSTAT @ 148",I\ F F I ,$ Ye " ~ ~z_ ~N~~ ~-v PROJEC-:-NORTH AND TRUE NOR:H ~ PRO,JECT NORTH ~ / -$so SMOKE DETECTOR/CARBON power wire with battery backup MONO COMtlU ----------------------- VICINITY MAP c() i :r:: (') :r:: f-- U) V) > <( n <( SITE LOCATION r DC 0 0 z :5 :r: C) :r: l;!l~AGNOLIA AVE. <( __J 0 ?'. Cl <( 2 TAMARACK AV[. ·,$ c't "' /"T\:/(0 ~N;:- ;LY -- CONCRETE BLOCK WALL 1-HR RATED WD. STJD W/1LL WITH INSULp;clO·N 2-HR RATED WO. STUD WALL WITH INSULA-10,N EXISTl~G WOOD STUD WALL EXISTl~C s~RUCTURc TO BE O[MOI ISi l[D NEW 2x WOOD STUD WALL ~ IN-FILL OPENING W/2x4 @ 16"o.c. ~ --It----- WOOD STUDS REFERENCE LINE AND ARROW PROPERTY LINE TO Ol~l'AK CONIINUIIY FINISH GRADE LINE (ELEVATION) NAI ur,AI GRAD, I IN, (l:LF\/ATION) WORI< ABOVE, BELOW OR BEYOND ,.-GRADE OR EARTH (SECTION) LP::::-GLA.SS (W:NDOW OR WALL) &;i11i'1I RIGID INSULATION 'NS!Ri/\ BATT INSULATION 111111111111 C1RAMIC TII F □ □ WROUGHT IRON FENCE CENTER LINE ELEVATION, FLOOR LNE l'RD,JECTFD IINF ~---~ DIMENSION LINE -----BORDER FOR REVISED AREA Del R OWN UP ARC:A OUTLINE, SILHOUETTE, ETC. WATER DISTRICT: Curlsbod Muriicipa: Wuler o:strict sc__w:._p DIST:~ICT: Ci'.:y of Carlsbad Wastewater Division SCI IOOl DISTRICT: Carl shad Unified School District CO\JTACT /,\Jn C)vV\JFR INFORM;\TION: JO/\\JNE C:KERI_ING, 10860 ALTA V!E'0/ CA 926011 ' ------------ 323 l) I~., 65()-5011, S f U C.J I O C i TY, LEGAL DESCRIPTION: ADDRESS 1190 TAM.ARACK AVE ZONE RI ASSESSOR 10 NUMBFR: I 705 430 -21-00 EXIST. D\1/ELING AREA EXIST. LOI CUVERAGf f----------- PROPUSED AUDITION NEW DWELINC AREA GA.RAGl AREA ru IAL: LOT COVERAGE ZONINC GENER/IL PL/IN L/,Nr:l USE 301 SQ. FT. 1,695 SQ. FT. 448 SC) FT. '.J143 SC) Fl 24.5 %. R-1 R-~ SCOPE OF WORK 1. ADDITION TO EXIS~ING 1 STORY SIN(111 F.Alvlll Y HOM,. TO EXTEND MASTER BEDROOM, EXTEND KITCHEN AREA, AND FAl~ILY ROOM ADDING NEW POWDER RODI/. TOTAL ADDITION 301 SQ. FT. EARTHWORK QUANITIES CUT 4.7 CY FILL O CY IMPORT: 0 CY EXPORT: 0 CY REMcDIAL: 0 CY c------------------------~---------l BUILD:NG HEIGHT 13'-10" L ----- L -LOT WIDTH 77' -20" -e--SET R/\CKS ------------------------1 0 ' " FRONT YARD SET BACK ______ 2 --:0 --. --------.. ---- C---- L RIGHT Y.I\RD SET BACK 7' -7" ---- LEcT SIIJl YARD SET BACK REAR YARD SET BACf< 1 0% OF LOT WIDTH 1S:~~!-~ EXISTING -- INDEX GENERAL /\-0 COVER SHEET ;\ND VICINITY PLAN -~------------------------1 F ________ LO---cTc--+_2_1 _~----------1--ARCHITECTURAL ! 1 M.A" # 004438 A-1 __ SITE PLA,~ AND ROOF PLAN ~ O'. 12 0 ~ U) U) 6 !1i ~ ~ 0 f-z w :;; a_ 0 _, w > w 0 z (!) U) w 0 '5:1 f-z w :;; ::, u 0 0 .... z 0 f-U) u U) ::, w (!) f-"' "' z f-f-(!) i5 ~ U) z 0 "' z w "' 0 w 0 :J a_ [!l a_ u u DD DD D 1~<11<11<1kll<11<11< z 0 -I--0 I-0 <( w LJ.J > LJ.J (.9 <(<( :::r:: _J ~ Ll zw Llo U) -0 ~<( __JO <C::) cc cc~ 2 u:, w <( 0:: LU LJ.J 0:: C---<( c:,Ll > ~ cr, ~ 0 LJ.J ~ u LJ.J z z <( 0 ---:, EXISTING FIRST FLOOR PLAN 1 GEN. PLAN *** * A-2 1 I e------__ __:_ ____ L__ __________ --l----A---3---N-E1_N_F_I_RST FLOOR PLAN 1 !.lii!-ti __ .._ ____ _,I § I THIS PROJECT SHALL COMPLY WITH THE 2016 EDITION OF THE CALIFORNIA BUILDING CODE (TITLE 24 WHICH ACOPTS THE llvlC, 2016 UPC AND THE 2016 NEC. EPOXY SIMPSON TIE ICR0#491o -I ARr,#751R5 ET-22 SPECIAL INSPECTION REQUIRED DRAINAGE OF THE PROPERTY SHALL BE: MIN 2% AWAY FROM THE STRUCTURE FOR HARDSCAPE OR M!N. 5% AWAY FROM STRUCTURE FOR LANDSCAPE ANO MIN 2% TO THE PUBLIC WAY OR NATURAL EXISTING UNALTERED PAI fl 8Y Wl1Y OF DRAINAGE SWALE. A-4 EXTERIOR ELEVATIONS A ,--~ S-1 S-2 ARCHITECTU~AL SEC I IONS STRUCTURAL NOTES FOU~DATIO~ AN FRAM;NG PLANS --------- CITY OF CARLSBAD Administrative Permit --·-··-~--····--···· .. ···-------------------------- Case No0DP '1.0J7 -(,'.)0,3'5 e:b!, N~Ffr·----------·--------- !DRAWN Bi': DD ;PERMIT#: !CHECKED !PROJ~C f NO. A-0 Of Table 1 -Title Energy Requirements (Climate Zone 7) Floor Area Insulation: Ceiling Wall Floor Glass Type Sq. Ft. <101 sq. ft. R-19 R-13 R-13 Dual Pane Max. 50* <1000 sq. ft. R-30 R-13 R-19 Dual Pane 20°/o of FA* *The area of any glass removed, as a direct result of the room addition, may be added to the 20%. 0:1 0 (\.! ~I APN 205-430f20-00 ------ D< STING !U13LIC "I UTILITY EA EM ENT -DEDIC.~ff Pm MAP 4 313 ---s;: SLOPE 5% ~1;;1_0PE 5% ~ --------. ---------------. SLO E 5% --·---··-------·-.-----------~ APN 205-430-09-00 --PL----- Landscape SLOPE5% :,::a- SLOPl'i,5% SLf PE 5% ~~/4½ij,,ij-/4½ij-/4V I \Whr##~ -SLOPE 5% / _L_? 4!L SLOPE 5% II < NN ) ..-..-. . . . v LOPE 5% '·~----U: L___~ II / CV)('?/ ~ T EXISTING 1 STORY SINGLE FAMILY HOUSE II II II IJL 3:12 ---------· II II SLOPE\5% 3:12 l Landsca~e ~ _Zj_ - L SLOPE\5% ~I SLOPE[5% '-1' ·PROPOSED PL. 518' ~TER METER /~" 11 ~ N'N 11 < ..-.-) C"ilC"i 11 11 11 --t---~------ II I T1 II II II I I I La~dscape iN SWOPE5% II II II l1--------4"l£__--1 I __ J LORE 5% B' ~-~---- ' I EXISTING PUEluc UTILITY CASEMCNl :ffi,l~ffi-F'Efl- MAP L4.)8 DRIV~WAY \ /4 L HOUSE TO THE LEFT ONLY PROPERTY W/1 25 FT OF PROJECT BOUNDARY -,1,:7,;; » ======1,,,,-;,;J:,;0 ·<'//, ¾/~ l----.---------&:%~d'~I-1/JJ%0,??/'8Y:~;,,,:;;/0· s 1/,--~ w -~ ~-~~;)?;;,&&~u ·--w~--~ ~-~ ~--~1/, ·--~~k&i-1 "f' 77.20' ·CJK~,f~;t:WG:f[':}J"""~:t:;-y!.co'.··~" ao1 ST CUR□ -------~•-- ~1 -' m EXIS-ING 8" VCP SEWER MAIN -----f--EXISTING 6" ACP WArER MAIN EXISTING SllJlWALK rnlSTINGj S[WCR LATERAL EXIS~IN(j WATER LP.TEIRI\-_ l ,,,, --:.----=- TAMARACK AVE. I -S------Ls CL s----S----S----S----s---~i------·-- -----W--L-~--W-----W----W----'W----•W----W'---~ y ~i~~/8~~tN ~ ~ s 0:::: -<( 0 <( ----w ~ ), Cl'.'. 0.. ___, NEW !"LOO~ PLAN l/1'" • 1'-0'9 , f . ·10 LIVING AREA, 1677. SQ FT. GARAGE AREA: 448 SQ FT. ~ ARFA OF NFW ADOITIO'l -S-EXIS"flNG 8"VCP SF.WER MAIN -W-EXISTING 6' YCP WATER MAIN P770l PRPOSED DEDICATION FOR PUtlLIC !;.&',,:;(LI UTILITY AND ACCESS Ei'.SEMENT EXISTING WALL l,tt m 1 ' C ~ a. <C~ §iz ~::; ' i Cl Ck'. [C, z Lu "'"' ;::';,; z ls! !2 3 0~ i'j X '" J ROOF NOTES 1) GENERAL NOTES: A. PITCHED ROOFS B. VERIFY ALL ROOK SLOPES AS NOTED ON DRAWING. C. ALL DECK AND BALCONIES SHALL SLOPE TO DRAIN A MINIMUM OF 1/4" PER1'-0"(2%) TOWARD DRAINS ORAS NOTED ON DRAWINGS. D. VERIFY ALL SLOPES WITH STRUCTURAL DRAWINGS. IF ONECANNOT VERIFY SLOPE OR DIRECTION OF SLOPE PRIVIDE SHIMMING BELOW ROOF SH EATING TO ALLOW FOR PROPER DRAINAGE TO DRAIN. E. VERIFY THAT NO OBSTACLESPREVENT PROPER WATER FLOW TO DRAINS AND GUTTERS. 2) ROOFING MATERIAL: CLASS "A" ROOFING A. ROOF PENATRACTIONS: B. ALL MECHANICAL ROOF VENTS AND ROOF STACKS SHALL PROJECT ABOVE ROOF PER REQUIRED LOCAL CODE AND LOCATED IN AREAS NOT VISIBLE FROM THE STREETS. LOCATIONS TO BE FIELD VERIFIED WITH CONTRACTOR/OR ARCHITECT PRIOR TO INSTALLATIONS. C. ALL VENT AND ROOF STACKS TO BE EQUIPPED WIT RAIN PROTECTION CAPS. D. ALL ROOF PENETRATIONS SHALL BE PROPERLY G.I. FLASHED AND COUNTER FLASHED AND ROVIDED WITH W.R. GRACE 400 BITUTHENE WRAPPING. E. ALL VENTS AND ROOF STACKS TO BE PANTED TO MATCH ADJACENT ROOFING MATERIAL. INSTALLATION METHOD A AT ROOF PITCHES OF 3:12AND STEEPER, PROVIDE A MINIMUM OF ONE LAYER ASTM 226 TYPE 30 FELT OR UPGRADED MATERIAL. PROVIDE IN STRIT ACCORDANCE WITH PERTINENT REQUIREMENTS OF GOVERNMENTAL AND/OR OTHER AGENCIES HAVING JURISDICTION. B. (INSTALL BIRDSTOP OR 1X2 WOOD STRIP AT EAVE TO BOOST FIRST COURSE OF TILE. C. INSTALL FIRST ROW OF TILE LEACING A 3" OVERHANG WITH A MINIMUM OF ONE CORROSION-RESISTANT NAIL NOT LESS THAN NO. 11 GAUGE, 5/16" HEAD PER TILE OR TILE TIE SYSTEM. D. INSTALL BOOSTER TILE ABOVE BIRDSTOPS. E. INSTALL STARTER TILES DIRECTLY ABOVE BOOSTER TILE. F. INSTALL 2 X 6 NAILER ON HIP AND RIDGE, SET NEATLY IN ASTM C-270 TYPE M CEMENT MORTAR. G. INSTALL RAKE TILES (IF REQUIRED) ON ALL GABLE USING 2 NAILS PER TILE. H. INSTALL 2 X 3 NAILER UNDER FIRST ROW OF COVER TILE AFTER GABLE ROLL WITH ADJACENT 2 X 2 NAILER ALONG RAKE SIDE. 4.) ROOF& ATTIC VENILATION A TOTAL ATTIC VENTILATION SHALL BEA MINIMUM OF 1/150 OF THE AREA. ATTIC DRAFT STOPS SHALL BE IN COMPLIANC WITH ALL APPLICABLE CODE. UBC 91.708.3.1. B. ALL VENT OPENINGS SHALL BE OF NON CORROSION RESISTANT METAL MESH WITH NO OPENINGS LARGER THAN 1/2" SQ. PROVIDE AIR HAWK ROOF VENTS BY THE SOLAR GROUP FOR ATTIC VENTILATION. C. INSTALL PER MANUFACTURES RECOMMENDATIONS AND LOCAL REQUIRED CODES OF 1/150 LC.B.O. #5214, SBCCI 9650 D. USE ADEQUATE NUMBERS OF SKILLED WORKMEN THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND COMPLETELY FAMILIAR WITH SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. E. O'HAGIN CLOAKED VENT TILE CAN BE PLACED ANYWHERE ON THE ROOF. THIS ALLOWS STRATEGIC PLACEMENT OF THE VENT FOR THE BEST PERFORMANCE, WHICH IS EAVE TO RIDGE VENTILATION. THE PRIMARY VENT(SUB FLASHING) IS DESIGNED TO FIT CENTERED ON THE ROW OF TILE DESIGNATED TO RECEIVE THE SECONDARY VENT.T F. AT THE EAVE, SELECT A ROW INSIDE THE WALL LINE WHERE INSULATIONWILL NOT IMPEDE AIR FLOW. G. AT THE RIDGE, THE SECOND ROW WORKS WELL FOR THE UPPER VENTS. THE MAIN REASON FOR THIS IS THE POSSIBILITY OF A "SHORT COURSE" ON TOP AND BECAUSE GROUT DOES NOT ADHERE WELL TO METAL. H. THE FOLLOWING SIMPLE STEPS WILL ASSURE PROPER INSTALLATION. -MARK OPENING BETWEEN COURSE LINES OR BATTENS. -CUT OPENING AND BRUSH AWAY SAWDUST AND DEBRIS. -APPLY ROOFING SEALANT TO BOTTTOM SURFACE OF PRIMARY VENT. -SECURE PRIMARY VENT OVER OPENING WITH ROOFING NAILS THROUGH FLANGE ON FOUR INCH CENTERS. -SEAL PR!MARYVENT FLANGE WITH PEEL AND STICK OR THREE COURSES. -INSTALL SECONDARY VENT AND SECURE TO ROOF DECK AND CONTINUE WITH ROOF APPLICATION. 5.) GUTTER AND DOWNSPOUTS, A. FURNISH AND INSTALL GUTTER & DOWNSPOUT SYSTEM WITH ACCESSORIES. PROVIDE 4" HALF ROUND MANUFACTURED OF COPPER, 0.040" THICKNESS (GAUGE) WITH A PAINTED FINISHTO MATCH TRIM. B. GUTTER LINER SHALL BE MANUFACTURED IN 10"-0 LENGTHS, OF (INSERT AGAUGE,0.040" IS STANDARD. REVIEWING SIZING DATA FOR PROPER GAUGE) MILL FINISH COPPER.TAPERED AND NOTCHED TO PROVIDE A 1" TELESCOPING LAP JOINT, LINERS SHALL BE PREPUNCHEDAT 12" O.C. TO PROVIDE FOR THERMAL MOVEMENT AFTER INSTALLATION AND BE PROVIDED WITH ALTERNATING BRACKET SLOTS TO INERCONNECT ASSOCIATED BRACKETS. C. SNAP-OVER FASCIAL SHALL BE PRESS FORMED IN 10' LENGTHS WITH TRUE AND REPEATED SHAPES. FASCIA JOINTS SHALL RECEIVE 6" CONCEALED SPLICE PLATES WITH FINISH TO MATCH FASCIA D. PROVIDE MANUFACTURER'S STANDARD SUPPORT BRACKETS, KEEPER BRACKETS, AND INTERIOR STRAPS FOR INSTALLATION AT 30" O.C. BRACKETS SHALL BE 1/8 X 1" COPPER, DESIGNED TO PROVIDE A RESISTANCE LOCK FIT FOR THE SNAP-OVER FASCIA. E INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING GUTTER SYSTEM IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. FOLLOW PRIMARY ROOFING MATERIAL MANUFACTURER'S PRINTED INSTRUCTIONS FOR INSTALLATION OF JOINING GRAVEL STOPS OR EAVE TRIMS. 6.) SKYLIGHTS: A. QUALITY.WOOD ROOF WINDOWS AND SKYLIGHTS WITH EXTERIOR MAINTENANCE-FREE CLADDING AND ALL ACCESSORIES AND COMPONENTS REQUIRED FOR COMPLETE AND WEATHERPROOF INSTALLATION SHALL BE MANUFACTURED TO THE HIGHEST STANDARDS OF QUALITY AND CRAFTSMANSHIP IN ACCORDANCE WITH BRISTOLITE MANUFACTURING STANDARDS. B. MATERIALS. WOOD, SELECT KILN-DRIED AND CLEAR.TEMPORARILY TREATED FOR MOLD AND MILDEW. MAINTENANCE-FREE EXTERIOR CLADDING: ROLL-FORMED(0.65 ALUMINUM)(0.60 COPPER) PREFINISHED PRODUCTION ENGINEERED AND FABRICATED TO FIT EXTERIOR EXPOSED SURFACES. C. COMPONENTS. WEATHER STRIPPING: FACTORY-APPLIED NEOPRENE WEATHER STRIPPING THROUGHOUT ENTIRE FRAME AND SASH PROFILED TOAFFFECT WEATHER SEAL. FITTINGS: SURFACE TREATMENT WITH ELECTRO-GALVANIZED.CHROMATE PASSIVATED YELLOW. MOUNTING BRACKETS: FACTORY-INSTALLED STAMPED STEEL, SURFACE TREATMENT ELECTRO-GALVANIZED, CHROMATE PASSSIVATED YELLOW. FLACHINGS ARE PREFABRICATED SYSTEMS, DESIGNED FOR USE WITH VARIOUS ROOFING MATERIALS AND FOR SLOPES FROM 15 (3/12) TO 85 .ENT. D. GLASS AND GLAZING MATERIALS. STANDARD 5/8" OVERALL DUAL-SEALED INSULATED GLASS UNIT WITH 3/8" AIR SPACE, ALUMINUM SPACER WITH DESICCANT, PRIMARY SEAL POLYISOBUTYLENE. E. FABRICATION. FABRICATE FRAME AND SASH WITH MORTISE AND TENON JOINTS, GLUED AND NAILED FOR HAIRLINE, WEATHERTIGHT FIT. FABRICATE FRAME COMPONENTS EITHIN MINIMUM TOLERANCES ENABLING INSTALLATION AND MOVEMENT OF SASH AND DYNAMIC MOVEMENT OF PERIMETER WEATHER STRIPPING. PERMIT EXTERNAL DRAINAGE CHANNELS TO MIGRATE MOISTURE TO EXTERIOR. PROVIDE INTERNAL DRAINAGE OF GLAZING SPACES TO EXTERIOR THROUGH GASKETING. ALL UNITS FACTORY-GLAZED WITH CHLOROPRENE GASKETING. F. FINISHES. EXTERIOR SURFACES: EXPOSED EXTERIOR WOOD SURFACE TO BE COVERED WITH ROLL-FORMED MAINTENANCE-FREE CLADDING PIECES. ALUMINUM HAS UMBER-GRAY,KYNAR 500 POLYVINYLIDENE FLUORIDE RESIN FINISH. INTERIOR SURFACE: ALL EXPOSED INTERIOR WOOD SURFACES TO BE CLEAR UNFINISHED WOOD. " c..'l u z -z z z -< -~ P-< I-L, I rs I ~lOL_ ·ON _J Onr::J<C Cf] z a::'.,-----w m Q...JCTl]O ~ _, w _, ,_...... J: <f N c.., E--<:S::umu i;;;--U rn ~ 0 (/)" ,-.._ (/) ,--CO=OJ© ~ z ·-r-)~ I:-< -I -'.::::, (/) Cf] mi:20 ~ z '-".> o©ci~cnl ~ I'-0, 0 UU'><(..c\:::c! -o_ c, I n- 0 "' z 0:::: c..'l -~ Cf] ""' p " ~ " f-z w f-:;; ::, z () w :;; 0 a. 0 0 ., z _, 0 w F > w (/) () ii 0 (/) ::, w "' Q'. 0 z Q'. z t: f-f-u. "' "' i5 :;; (/) z 0 <J) 0 Q'. z w w w Q'. 0 w 0 :J ::, 0 a. 11i a. () () <J) 's □ □ □ □ ;!l □ z ~ 0 " ~ a I~ / < I< I< I<< < "-- LLl u z z LLl 0 <( -_J U) CL LLl 0:: LU LL > <( <( 0 ~ :,.::: u UD 0 z i"2 <( 0:: -• <( co _J ~ (/) 0:: <(-' 0 I-~ z LLl ou O> <( ::::s::::: ~ ~ LLl LLl LLl I-z -U) z <( 0 ....., ;J F !l " '"'" MAY 17, 2017 )RAWN BY: DD 01,RMIT #: r.HFCKF'D - PROJECT NO. A-1 OF ► " I I"-) ' I i I - j(l) ' - I i I ()J~ _______ ___J ' -aC";,7'0 = :::r: en :,:, ~ ~ ~ ~ C>cn----<Z --< 0 ~ -;;,, 3 --~ SHEETTfLE O r c--. < :;;o , __ p z ::;-) c-) 77 p )> :;;o Al C7 77 :t> p -.,._ u .,._ (£) '.)'.) .)' 'JJ U) 0 0 77 77 --; --; -c::1rTJ .P.., X ,, ll/J ---j b,I~ ~o I rTJ -' ~ 0 i--0 ~-;;o u c;;: '--OIZ I C 1 r ' I [\_) 0 I -I I [\_) I -I -I ' L_ EXISTING FIRST FLOOR PLAN g I~ I JOANNE EKERLING RESIDENCE I 1190 TAMARACK AVE. CARLSBAD CA ~ 1/\ 1/\ i G) fT1 DATE ~ I I ' I ' i I -u (") oO ;;o < (") ,,, I ;;o ,,, ,,, 0 /-- L/ ' ~ " ~10 ~~ _/_ REVISION (") r 0 (/) "1 / / / j; 53'-9" 25'-I O" DD oo Oo ;;o r o< Oz ,:: G) 0 ;;oz s:: -.z G) ;,;c --; 0 I ,,, z ' / T ~ 'I 0~ ,:: ,:: m ► g\; _I I I '-9" ISSUED FOR: @ DESIGN DEVELOPMENT 0 PROGRESS % 0 BIDDING 0 PERMIT 0 CONSTRUCTION DOCUMENT 0 CLIENT L/ ~ 0 3/ (") s (/) "1 L 11 0 s (/) "1 I SEN. 0 ;;o ;:; 0 s:: O- S: ':;: g1® m ,,, 0 ;;o 0 0 ,:: m ,,, 0 ;;o 0 0 ,:: (") r 0 y -- Ill Ill I I - [\_) ,- I~ ! ..i,,. ----.J ' (._Q = ARGIES 1VEST INC, DESIGN -CONSTRUCTION -PLANNING 5781 RAINBOW HILL RD, Agcura 7ills, CA 91301 Phone: (818) 826-6826 ARGI ES_ WEST©SBC'.:;L03 AL.NET @ A V:-5 rAN [XHAUST W/MINIMUM 5 AIR CHANGES PER HOUR W/ HUMIDISTAT CONTROL TYP. NEW 3' WIDE r'REFAB ~IREl'LACE BY HEAT-N-GLO(GAS ONLY) -----------------0-~2_1'-G 11 1-8'-311 8' ~~8~'-~3~11 ___ _,_____ ~•~-__LLJl,;NI\[ OF Tl IE ' RCOF A[ilOVE ----, I 3'-311 IO'-VII 29'-I ' 2'-7 11 8' 2'-711 ~E Q(f: IH~ _RQQ_F A_~V_i:: <[) " • <[) I Ii,) Lf")[ ~I I,, 0 SD ITT • I ~ (j)L . l/1 , 5ll D;J @~I 1----· =l,1 __ • mf-~ CD I <OI --"==c;;======r==1· -~ ~ -L~ ~!ASTJR ~===~m~·¼:.:::'=f1 ~ .:::.:::BEDROrM .:::.:::.:::.:::~. I [ /:owes I /I' I 't<9 =====il . ~ (@ 1: Fflll Y 's1-0 11 BEDROOM 11 R OM r<J w -~ 11 / /-~01[] G--.J1 .J -1 i v 1 1 1 h L-'so ~ .~ P~i~R c-_-Jl.:::.:::.:::.J c.:::d=-=-=' I L 11 CLOSET /, . / = l, I i._ ~I® =rt ' I~" /I/ -'so I J w.·.c. ('() 8'-811_ ---+-! _,/ -------= -- ['. f~ ~ )if ~TOICCT01[] ~@ t:;T~ :~MASTER~- 1--..J J B/\TH II TU, c--1 ---!--· -------'< -lD V1 Cll ·+-.. {.J)! I r<JI ---· -------"-··--------------------------· DOOR SCHEDULE I DOOR I DOOR I DOOR SIZE G i------·1 ... __ ] ... -······"'·~--.. T -··- FRAME I LOCKSET REMARKS NO. I TYPE I (WIDTH X HEIGHT) I TH I --+-------------··--·---------l (D I s.c. I 3'-0" X 6'-10" PR. 1-3. . FINISH TYPES --+-----+---····· I :::~~ I :~ I -··· · --..-------------· , OWNER TO PURCHASE DOOR, CONTRACTOR TO INSTALL. @ I H.C. ------·---· --- WOOD OWNER TO PURCHASE DOOR, CONTRACTOR TO INSTALL. --------! -----------·-··---1 -· ·-· ·----c-----1------t----------___ ,, __ .,.,. -------------1 ,___ ·---------·· .,. -. ------.. ---·· ------..j DOOR NOTES: 1. Sl:::E SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. PROVIDE SHOP DRAWINGS OF ALL DOORS FOR REVIEW AND APPROVAL. 3. ALL DOOR TO BE SOLID CORE (S.C.) & (H.C.) 4. HINGES AND LOCKSET TO MATCH DOOR HANDLES LOCKSET TYPES: 01. OEDROOM/BATHROOM PRIVACY LOCK 02. PASSAGE LATCH 03. SINGLE CYUNDER DEADBOI_T LOCK 04. ENTRANCE LOCK 05. DOUBLE CYLINDER DEADBOLT LOCK DOOR & WINDOW NOTES: 1. TEMPERED GLAZING IS REQUIRED FOR WINDOWS & DOORS AROUND TUB ENCLOSURES, FOR GLAZING IN DOORS, FOR GLAZED PANELS ADJACENT TO DOORS, & IN OTHER LOCATIONS AS SPECIFIED IN CBC SEC. 2406.4. C------------------------------------··---------·-·---------.-------------------- ----·-·---------~-____ .,_ WINDOW SCHEDULE _______________ " WINDOW I QUANTITY ; NO. WINDOW TYPE -----.--"' WINDOW SIZE (WIDTH x HEIGHT) ·- FRAME WINDOW SILL OBSERVATIONS MATIERIAL FINISH HEIGHT <Fl> 1 -----1----I---+--.. ········ ..... -·· <D I 1 i SLD 3' -0" X 4' -0" VYNIL PAINT +4' -0" 5'-o" x 4'-o" +4' -0" SLD -------------·-----------------: " 2 0 --------------. SLD (0 3 SLD VYNIL PAINT .. ---------------- 2'-0" x 1'-0" j VYNIL _i_F'AINT ---·------·--------------· ------------ 8' -Q" X 7' -4" VYNIL VYNIL PAINT PAINT + 7' -0" ------. ---· --------. SLIDING DOOR X-0 +2'-10" ------- ------------------j ---· lD I -lD =1-- • 14 ,._ ___________ _ 1----------------'so JI@ ~~: __ , -~I f---® ·------· ~ --· ....... 1.-.............. · .... -· + ..... · ---+----1----+--------------.. ----.... -------------, ·-------------_, ____ _ 6'-7" X 4'-8" . -·--'-------·· ·------------··---- XIRCF 1 llVo(BLeovrn ----I--w KITC:HgN DINING RM r<JI l<B> --t=------------------~.1 ~-------~----· -lD ('() RANGE J Al ':2 II -'so Jg 2lr :i~-□ ~i iif~ (D LIVING ROOM , / / / ~/ -'so I ~ BEDROOM / II I I / / <J) I -('() <JJI REFERENCES: EXISTING WALL ...... NEW WALL 2X4 STUDS @16" O.C. TYP. J-----,... ___ J; DEMO WALLS MASTER BEDROOM ADDITION: 702 SQ FT LIVING ROOM ADDITION: 288 SQ FT I -; ~-@ 8d ~r ' __ Bi- l Wl,NDOWD "-LI,-----I --~ I I I 1-/ -/ / 10 ~\DI II/ ---···~ CLOSET TOTAL ADDITION: 0 HARD WIRED SMOKE DETECTOR W/ BATTERY BACK UP MONOXIDE COMBINATION 990 SQ FT 2'-4"]2'-11 0 111 ,µ, ________ ----~ ,_ ._5'-'.Y _. J. __ 7'tG 11 • ·-·---·l 5'-411 $ ' i I /r<JI ' l L ---1" 3' __ . _5'12"1-·- 711 ~J3~ -lD I -('() (\j l __ G1\IR1\GE lD I ['. J_ 12.1::..L'\ I G' ,_ I 11 ~ i _J (J); I' <J) (\j Nl::'N FLOOR PLAN 1/4" = 1'-0" 0 5' 10' L.L.~~~---- LIVING AREA: 1 677. SQ FT. GARAGE AREA: 448 SQ FT. SEE NOTE BELOW WINDOW NOTES: 1. FIELD VERIFY WINDOW SIZES PRIOR TO ORDFRING. 2. INSTALL "W.R. GRACE" -ICE AND WATER SHIELD AROUND ALL WINDOW LAPPING WITH WATERPROOF BUILDING PAPER. 4" MIN. 3. WINDOW TO BE OUAL GLAZED WITH TRUE DIVIDED LITES. 4. WINDOW TO BE LOW HtAT TEMPERED GLASS. 5. PROVIDE SHOP DRAWINGS OF WINDOW FOR REVIEW AND APPROVAL BY ARCHITECT. 6. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 7. SILL HEIGHT ARE FROM ROOM FINISH FLOOR. VERIFY IN FIELD. 8. REFER TO ELEVATIONS AND SECTIONS FOR ADDITIONAL INFORMATION. NOTES 1 SMOKE DETECTORS SHALL BE PROVIED AS FOLLOWS: 2 a) IN NEW CONSTRUCTION SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL, SMOCK DETECTORS SHALL BE LOCATED IN EACH SLEEPING ROOM & HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. BATH FAN (PANASONIC) WITH 5 AIR CHANGES PER MINUTE 100 CFM @. 1 INCH SP, 120v/100 WATT ~ ii' 0 LL 0 w :::, C/) fQ z ! " ' I~ C " ! • I 0 UI~ ZI~ 1--1 I ::i I P-< f- l!.l E-, I I ,-----w z Cl)I ciocs_J z c::: [") !) <.[ I ~ "'m t:£J 8 ~m _Io I E--:r:<t:'o_J ~ usu~8 ~ I :=i o m,,.,BJ ~ cc = OJ IE-<z-•-@ -:r:: OJ f- Cl:2 I ~ ~ 2 ~i'.J ~10"'""> Ur--,. 0 C I lO en O (.() <( £ w GI I 0:: I G ~ I tn 15 I-z w :;; CL "' 0 0 _, w > C/) w 0 C/) w 0 z 0:: z Q 0 0 C/) 0 0 w 0:: ai 0 CL 1:3 □ □ / < < I< ...... LLl (_) z: z: <( LLl _J 0 -o_ (./) 0:: LLl 0 0:: 0 (.!J _J z: LL - I- _J 0:: (./) LLl 0:: -:::::c LL LLl 5 LLl LLl z: z: z: <( 0 ~ Q -. Cl [1' <( \e w :;; :::, 0 8 z 0 G :::, t: ~ 1- :;; C/) z 0:: z w LJ.J O :J 0.. 0 0 □ □ □ I< < < LLJ ~ ~ <( uu <(0 . ~ iii 2 (/) <(_J f--a:: =<( mu ~ ~ MAY 17,2017 DRAWN BY: OD PE'1!J11T -//·: CHECKCD PROJ~CT NO. A-3 Of bl r<ll OI C\JJ 1"-· ~~) ~J~ NEW ASPHALT SHINGLES CLASS A TO MATCH EXISTING OVER #90 FELT (_J '-Z . SPARK ) Ill , l1JUlJJ ,-~ ,~c.f"~ ,_ , \1 ~ (rv ~ U-J1JD . . -.~ LfT'-r\~~ y.c-_ c+cY.l-c ·Lf,Y~l, w.L. rl-'.'H.L-1 . ./ ~ \ I\ ~ 2. , , , ' ' ' ' , , , ' ' , , , ' ' , , , , ' -~ IJ ' 1,1-L,.c,c,!!-,!.L,l~ Lll'ULJ_LJ l 2' 1', \ -\ ~~i 'v-'-rt77Th/7'!1,\ht4~J+l.JlWlJ J . LJ L!llllillJU . G---·~--/ y;>tl.) 11 IIII II I 111 · 1 11111111111111 IIIIJLJ .. 1 ilJL 1./ " //(~ L-y'JV\0i1 7 '1\~?~Ji n I 7 [88] I . ·r::i:::=;:.-c:'.j -··~ . t;;i -.' .d, ' ,I, GRADE -. ,--:~ b-r'/ r IR 1./~13 c·~ --/ ~ ' ---::::r=r-1,, lf·r;C. .,.J") --,--=:.j- NEW ASPHALT SHINGLES CLASS A TO MATCH EXISTING OVER #90 FELT -3-c.=cf...:::U_j--• ~ ~ ------i----➔ (N) ADDITION (E) STRUCTURE ~ r--I I C\ll a~rn~n, □□□□□□□□ ~11 □□□□□□D □llp::'j' C: ~c"l ' ,,, s:~', ~ ,, . I <...: ' -\ ·~ '-"~~ flfli -~~ I , I I ~--%)1 ii:. ,-PM ~r~ r , If'"'\-' " ·,· SOlJTH ELEVAl.lON SC/\LE 1/4"=1 '-0" 'c--,-➔ (N) ADDITION ~ --1--➔ (E) STRUCTURE (N) ADDITION /SPARK ~ ARRESTOR 718" EXT STUCCO 0 21 LAYER #15 FELT TO MATCH EXISTING ~~1 ~ 11~Muu~u_u u ,µ u u c u u UJJ u ·u u UJ[-u u u u , ; . ,. . 'WLu , u .llG ~-•. · .. .i_. ··.; ,i . . • :;::c-;;~.,,..;;.::::!c-I/1l '\~ 1 I-·:.. ';•·· [7LJ '.• .. 'i',:·:.·. :._-.. ,. :/ /, -. ',;~~~:a: . .4, '...... · • .i . "' . ·:. . ,,. .. , = •·· ' . , . •• •,l ... ·• .... •• • ~- 0 ' r<ll .:!.' ~ --% . -·--1------------:=-----·--·-___ .,_--of_, ::::_---::::::':,_~'------r--'---· ~ ~ -----,-----··---I " \_ ,;;,.,,-¾ ~ ... L ,-I- 7 /8" EXT. STUCCO 0 21 LAYER #15 FELT TO MATCH EXISTING ~., ·~~~~ 0 1·· I ··-,~· ------= ·,--,- ;/ ( ~ -1·~ _, --. f ! ",~~--'"'"<, C'\J I--I-•-~ ~· '-----= -··· ~ • '------! 'I=;"=!= ,I, GRADE -- 7J 0\ l ["' \.~'c.! \.~-1 ~ _l 'I.. (., L, .J_; L7 l 718" EXT. STUCCO 3 ( ) <(7)-~ <~ O 21 LAYER 1115 , ·v~ --~ ~ FELT TO MATCH L D--i: _\ \17, )/--\} NORl" ELEVATION ·-··---···· -······-.. SC Alt 1;4" = 1' O'' f';:l _ _[J7~r J _ LJ_JJ J □ D rr:=Lil Li LJ~~c,J--~ ! JlJl_U ::::::.-------- EXISTING -?ct~ ll / '7?1-V =::::::::-_ ,,,,,:121mu i i rr,;ujj;rr ll[llli ~ p ,1,' • ~ I ' ' ' . ~ I i ' rn ",) i • )' L '.,1 ' ~,.j, = ' -0 • I o, ' C\J] ------..----...,.· ~~·'·"' . ' ... , .. 4· .•. .O:· . .. . .. ·.-. • •·4-··• . , .. ·1. · .• :• ... ' . ., • • ,j " .. ·t· ,· · .. , .. . ... ·.. •··· .•· ... .. . . ; " ; ". .... --" ,· .......... · ··:l· .• . . . : .. . . . •·. I. .•. . ·, ~p::;~ -'J ···1 7-::_ .. ,± ~RADE,ccL,.llr ··I· _l __ f .. -R· ,::---W: ""-' I I I· rl 1., •. . . . .• . st- .4 '• L .• . • "' • • .. 4 ~-• f . .. •. . . l--j ~n· .. 4. .. .. ,l ·. .•. -·-- m -'T"d i-t2rtf' w-~-=ig--' ·.·-· -~---·---'-· --. ·_--___ .I . ~ m .-····· cc> 7C \'. ~~~~=:t :::;-~·-~,:: -=-' siL .. ~.-~ ~~1i-----J-· ·I· ::J --T =r:·1 · r\.,l--'.=f -----.;--, ' ·---,-,--· i=· STONE VENEER ~ BY "CORONADO" 'l___t--. I-.,==I (~\✓-1"-"\.. CJ ½_ ) 7 ~J- L f re~ I I \J) ' (\j . __ \ __ . -c,> "l"' --~·a "-·--~--7-==1 --,~" I··· ,-·· WF::ST ELEVATION SCALE 1/4"=1':0'' ..';,::,-. ·1··· ,,1". . --.7, . ~~ -==,~- @ I"'. " I ~~ ,~ "'~~-\ ~~/llfl,) . ~t:1 ~ ~ ::-o1 / "•· ~N . ,,cf ,··• ,, .... ·-?'...,, 11 ,;(\ <,c;, T1tTT11111T1U-~ C ~-\\~ IL(?/}.) II 111 II 111 . . ~f-~J;> ✓~ 11Jl1JJ 11111111111111111 Ill I ~ . ~1~~9r,.)., '[' ~- ~~~ :I ,7 1//1/(}ii I 1/7 V f"~v~ ,I ~fit~ -~~~~ or r1 "~~-z~~~ I tttt.},, wt&i$§ i-l.,, __ -.. I. . ,-----h I H........_-r-:::::::1._r_,,, .. ,._ I-<-+=::--\ . -. . ·=t:F:::t 9--=cl-- ~ n 7 , ~l=:f;I· °c:=ef'.LJ:cc'-~~F;/') -{-···-, • -;:Fi'-, ~,-· cc·-c+'-'! ··, -·,-· , -· . 'i---'------------.--------i:: ''"'"" = ' j:::L 'q'.' Fl tJ'._--i~ . ' . ' fj ' :,:-i .. J. ~ ~ I ·I 1.--c h---f--f-;---~4 .. --kl 4 . c" 1°-·F+-----~--I··-'·~=-+, H 1-' .•. ~. _\ ":::J '----t q, ~L,_..et I STONE VENEER BY "CORONADO" c:~r-cc, ·==!-i:: -E---,---), (E) STRUCTURE ~ ~--"-r 11 7 (N) ADDITION (\ -~ / uu·L11111./1IITII 11 I I ILJ~-,1,1 · 11 I I I I I I I I I TJ: I/ '. I I I ' ,.,__ NEW ASPHALT SHINGLES CLASS A TO MATCH EXISTING OVER #90 FELT • . / • ;;• .·,, • 718" EXT STUCCO .. •• ... ' • . • • 0 21 LAYER #15 = •.•.,··'.: •·• . FELTTOMATCH - . : -· ·4 · · 1 · . . ~ 1. , .. •· .. ·.• ........ ;·· EXISTING r<J ,. ,' .. •.··· ~. - . ~ ·~.-?.::.--·\.-· < :·~ ... ... -~·•·: .... ·. :: .•,: .r·· ·-r---· 2.:. '""~ ..-,-,,_,_L:{= •·-·I···-•-= . · -s •,·_/co --~i;;;lfiS§d $ ''Ef2:V• b '·r !:. .. ·······-·----'---___ I '· ~ " GRADE EASl-EI_EVA.TION .. -·· SCALE 1 /4''= 1 '-0" ~ ii! 0 LL Cl UJ ::, IB " a &') ~ ~ C ~ • I Cl CI 2::: ZI~ -1.::l I i:i.. ,_ E--,1 I ~<D~ I cioN CIJ z~~z2j r ..... 7 I o ::Im 1 ~ _ 1 ~J:<t:cD_J ~ UNG ~ US CQU I ~ g _0 OCJffi I ~ z =. @ E---:r:: co 1- r r. UJ" -'"' v.J.17;~2 .. ~ ~ o«>::.;,QJs- 1 r---ucl uli')a-.o(n T"'II I °"ri:~ ._ I ~ ~ I ['§ <e I ui I~ f-z w ::, 15 -J'.. .., w iii U) Cl u, z UJ (!) (!) "' z -C!) c5 t3 ~ □ Cl a.. ci5 'Goo U) :z 0 -~ > LLJ _J LLJ s LLJ :z LLJ u :z LLJ 0 -U) LLJ cc CD :z -_J cc LLJ ~ LLJ LLJ :z :z <( 0 ----:, ~ w ::, ::, g Cl z 0 ti ::, !:: g: 1- ::, U) z "' z UJ w O :J o. 0 0 0 0 0 w > <l'. <l'. c,c:u uo 22 <l'. • <l'. ro ~ ':3 ~~ ou 0-, ~ ~ MAY_E, 2017 CIVo.'1/N-liY: DD PERMIT#: ;CIICCKW i'li"tijECT NO. A-4 Of NEW WINDOW 2X6 F.J. @ 16" R-19 INSULATI R.R. @ 16" O.C SEC-flON A-A R-13 INSULATION TYP I II II 11 2X4 STUDS @ 16" O.C. ----~ 2X6 F.J.@ 16" O.C.----~ R-19 INSULATION 2X6 R.R.@ 16" O.C:----. -~ 12 3! R-30 INSULATION C 12 3 0 --C\J ('() I ------R-13 INSULATION c() _.__ ___ _ 2X4 STUDS I..L,-----...,..L.....,_ _____ ..µ,... ________ -,-J l.'---------------------------"~ ffi \ ' ffi t m 6d J. ~ J. @ 16" O.C. A -c() SECTION B-B ·----------------... ---------- SCAL.E 3/8 11 =1 1-0 11 . ---------------- S(~ALE 3/8 11 = 11-0 11 (N) 1/2" CDX. PLYWOOD W/ . j Bd NAILS @6"/6"/12" O.C. ~ I 2,_{ 1~"" 1. SIMP. A·35 @ 32" 0.C. /:, UA '"C' ~ ,-,~" .. ~ )\, 'T ~. t ~ __ ""_ _ . .. . E.N 8d@6" O.C. 5-16d NAILS •, ~ 2X BLK'G AS SHOWN ~ ,~-E.N i --·----·-·-·=,.. .: r CJ AS PER PLANW~ ftl Ii R·30 BATT. INSU~._j / '•l 2X BLK'G W/ 2· 16b E.N NAILS@ 8" 0.C. 2x4 STUDS @16"0.C. # e---SH[AR CAH[I DETAIL 'C' !\\ P•_R P. At-I (E) 2x6 F.S. PLATE---__ (E) 8" STEAM. CONG. WALL--------.... / =:~1 I I 1,/ ~ (E) 2x4 STUDS@ 16" O.C. · IE) 2x4 PLATE N.T.S. ,, II /ye', ~ IE) 1'6 1 1 ~ 1 ~ ~~ ,eel ~~::'~ ~ ·1 ··._,, I •, ,§ ,,....---------(E) DIRT UNDER HOUSE ····111 ....... ·11 ....... 1,1. 1-· 111-·1 1 i-····1 . ----I 1--· J DETAiL'A' N.TS. 12" ~ ii 0 IL □ w ::, (I) lfJ • I C U I 25 Z I~ I < ....:; I °"' f-~ I I ' lO~ rnl cioN...J V.J_ zo::'.:7~<( ,~710::Jrnlm ~ --(D 0 ~-I~ ::c <( ["JcJ ~ us 0 rou -1;::,om-m 0:: co -OJ (_/) I z .~ @ t-"_:cocif- rr, C/l < -01 v..1_jZ~~.-~ ~I O"'~m> I'--0 C I uio010(/) 0 I 1 ~&, ~I~ ~ I u3 I~ f-z w :; 0. "' g 0 w > 1/J w □ (I) w z ,r " "' (I) 0 w "' □ 0. 'rilo f-z w :; ::, 0 0 □ z 0 t ::, "' ,r z t: f- i3 :; (I) °' z □ w 0 ii'i 0. 0 □ □ □ f-z w ::; u □ i ~ ~ i U) z: 0 -I-u LL.I U) s LL.I z: DAAW~ BY: ;PrnM1T Ii-: ICIIECKED PROJECT ND. LL.I u z: LL.I 0 -U) LL.I 0:: UJ > <C <C (!) ""0 z: 0 <C 0 cc <C -__J • <C c:□ 2 C/) 0:: <C __J I-cc LL.I C> <C :::::c 0)0 ~ LL.I ~ LL.I z: z: <C 0 -:, MAY 17, 1017 OD A-5 Of I I J GENERAL NOTES 1 . The contractor shall verify all dimensions prior to starting construction and the architect and the engineer shall be notified of any discrepancies or inconsistencies. 2. Notes and details on drawings shall take precedence over general notes and typical details. 3. All phases of work shall conform to the latest edition of Uniform Building Code. 4. See architectural drawings for the following: * Door and window openings * Interior non-bearing partitions • Concrete curb, floor drains, slopes, depressed areas, etc. * Floor and roof openings and scuppers • Floor and roof finishes • Stair framing details 5. The contractor shall provide all measures necessary to protect the structure, workmen or other persons during construction. 6. All A.S.T.M. specifications noted on these drawings shall be of the latest revisions. 7. Construction materials shall be spread out if placed on framed floors and/or roof. Load shall not exceed design live load for each particular level. FOUNDATION 1. Foundation design based on misc. soil investigation report by: dated: 2. Contractor to provide for de-watering of excavations from all surface water, ground water or seepage. 3. Contractors shall provide and install all cribing, sheathing and shoring required to safely retain the earth banks. 4. All excavations shall be properly backfilled, but not before concrete has attained full design strength. 5. In no case shall bottom of footing be placed less than 2-0 below the adjacent grade and with 2-0 minimum penetration into recommended bearing material. 6. Soil bearing value: 1000 psf MASONRY 1. Block masonry units shall conform A.S. T.M. C-90, latest revision. Minimum compressive strength of block shall be 1500psi. 2. Mortar shall have a minimum compressive strength of 1800psi. 3. Grout shall have a minimum compressive strength of 2000psi at 28 days. 4. Minimum lap of reinforcing steel shall be 40 bar diameters or 2-0 minimum. 5. High lift grouting of block masonry: Provide clean-out openings at the bottom of the wall in every cell to be filled. 6. Minimum grouting: Fill all cells. 7. Provide 3/4" clearance minimum to the masonry cell for all reinforcing in block walls. CONCRETE 1. Concrete mixes shall be designed by a recognized testing laboratory and copies of the design shall be sent to the architect and the engineer. 2. The maximum aggregate size in foundation and mass concrete work shall be 1-1 /2". 3. The maximum aggregate size in slab on grade, walls and slabs greater than 8" shall be 1 ". 4. The maximum aggregate size in walls and slabs less than 8" small shall be 1 ". 5. Portland cement shall conform to A.S.T.M. C-150, Type I, Type II or Type II Low Alkali. 6. Aggregate for concrete shall conform to A.S.T.M. C-33. 7. Concrete mixing operations, etc. shall conform to A.S.T.M. C-94. 8. Slump: The maximum slump shall not exceed 4" for footings, slabs on grade and mass concrete, and 5" for the concrete. 9. Ultimate compressive strength of the concrete at 28 days shall be as follows: Columns, beams & deck Pad footings & walls All other concrete REINFORCING STEEL 4000 psi 3000 psi 2500 psi 1. Reinforcing bars shall be deformed bars conforming to A.S.T.M. A-615 Grade 60 except as noted below: A. Welded wire fabric shall conform to A.S.T.M. A-185. 2. Clear coverage of concrete over outer reinforcing bars shall be as follows: A. Concrete poured against earth, 3" clear. B. Structural slabs, 3/4" clear top to bottom. C. Concrete formed against earth, 2" clear. D. Walls: Interior face -3/4" clear Exterior face -2" clear for #6 and larger 1-1 /2" clear for #5 and smaller E. Columns: 1-1/2" clear to face of tie. F. Beams: 1-1/2" clear to face of stirrup. 3. All reinforcing bar bends shall be made cold. 4. Minimum lap of welded wire fabric shall be 6" or one full mesh plus 2". 5. Bars maybe in contact when forming a lapped splice. 6. Tension lap splices shall type B or Clap splice. STRUCTURAL STEEL 1. All structural steel shall conform to A.S.T.M. A-36 unless noted otherwise. 2. Pipe columns shall conform to A.S.T.M. A-53 Grade "B". 3. Structural tubing shall conform to A.S.T.M. A-500 Grade "B". 4. The structural steel fabricator shall furnish shop drawings for all steel for architect and engineer's review. 5. All welding shall be done by welders certified by the local municipality using the electric arc welding process. 6. Bolts shall conform to A.S.T.M. A-233. 7. High strength bolts shall conform to A.S.T.M. A-325. 8. Arc welding electrodes shall conform to A.S.T.M. A-233. 9. All tension butt welds shall be inspected by the ultrasonic method. 10. All structural steel shall be fabricated by a licensed fabricator. WOOD 1. All lumber shall be grade marked Douglas Fir construction grade as follows: 2. 3. 4. 5. 6. 2 X 4 Studs 2 X 6 Studs Posts Joist & Rafters 4 X Beams 6 X Beams Standard No. 2 No. 1 No. 1 No. 1 & better No. 1 Plywood sheating shall be full size sheets where possible with 2'-0" minimum size sheets and shall conform to PS 1-95. Joists and rafters shall be spliced at supports only. Block solid at all supports. ; Place double floor joists under all partitions. Minimum lap of double plate shall be 4'-0" with 20-16d nails. Nailing schedule: Joist to sill or girder, toenail Bridging to joist, toenail each end 1" x 6" (25mm x 152mm) subfloor or less to each joist, face nail Wider than 1" x 6" (25mm x 152mm) subfloor to each joist, face nail 2" (51 mm) subfloor to joist or girder, blind and face nail 3 -8d 2 -8d 2-8d 3 -8d 2 -16d Sole plate to joist or blocking, typical face nail 16d@ 16" O.C. Sole plate to joist or blocking,@ braced wall panels3 -16d per 16" Top plate to stud, end nail 2 -16d Stud to sole plate toenail end nail Double studs, face nail Double top plates, typical face nail Double top plates, lap splice Blocking bet. joist or rafters to top plate, toenail Rim joist to top plate, toenail Top plates, laps and intersections, face nail less to each joist, face nail Continuous header, two pieces Ceiling joist to plate, toenail Continuous header to stud, toenail Ceiling joists, laps over partitions, face nail Rafter to plate, toenail 1" brace to each stud and plate, face nail 1" x 8" sheathing or less to each bearing, face nail Wider than 1" x 8" sheathing to each bearing, face nail Built-up corner studs Built-up girder and beams 4 -8d 2 -16d 16d @ 24" O.C. 16d@ 16" O.C. 8 -16d 3-8d 8d@ 16" O.C. 2 -16d 16d@ 16" O.C. 3 -8d 4 -8d 3 -16d 3-8d 2 -8d 2 -8d 3 -8d 16d@ 24" 0 C. 20d@ 32" O.C. @ top 12. 13. 14. 15. 1. & bot. & stagg. 2 -20d @ ends & @ each splic, 2" planks 2 -16d @ each bearing 7. Shop drawings of glued laminated members shall be approved by the architect and engineer before fabrication. They shall be of combination 24F-V8 with industrial appearance and shall be fabricated by a licensed fabricator. Fabrication certificate shall be present at the construction site. 8. Drill bolt holes with the same diameter as that of the bolt. Provide washer under all nuts bearing on wood. 9. Joist hangers and metal hardwares shall be manufactured by the Simpson company. RR# 24818, 25158, 25293, 25149, 22086, 24947. 10. Only common nails shall be used for all plywood shear walls and nail guns using "clipped head" or "sinker" nails are not allowed. 11. All bolt holes to be drilled 1/32" min. to 1/16" max. oversized. Douglas Fir (group II lumber) pressure treated sill plates shall be used. Engineer shall be notified for redesign if other species sills are delivered to the construction site (or are part of existing bldg). The following applies to all shear walls with a listed design load greater than 300 pounds per linear foot a). b). c). d). provide 3x sill plates for sills that rest on concrete or masonry. provide 3x studs between adjacent panels. If it is necessary to use 2-2x members between panels, the members shall be nailed together with 16d nails at 4" on center staggered. provide 1/2" edge distance for the plywood boundary nailing. plate washers are to be used with the anchor bolts and hold down connectors as follows: 1/2" bolts 5/8" bolts 3/4" bolts 7/8" bolts 2" x 2" x 3/16" washers 2.5" x 2.5" x 1/4" washers 2. 75" x 2. 75" x 5/16" washers 3" x 3" x 3/8" washers Hold down anchor nut to be tighten prior to covering the wall framing. Engineer to verify. Deputy inspection is required per table 26-E and 91.0306(a)2 for hold down anchor bolts. SPECIAL INSPECTION Special inspection by a registered deputy inspector licensed by the local building department shall be provided for the following: A. All concrete work with compressive strength of more than 2500 psi. B. All field welding. C. Installation of high strength bolts. D. Installation of epoxy bolts. E. Block walls if specifically specified on plans. F. All piles and caissons. STRUCTURAL OBSERVATION CC'<!' 00 0~ Oo, O<C SU _J - LLJ >-cc f-_ ::::, u ::io PROJECT ADDRESS: 11725 Laurelwood Dr,, Studio City, CA 91604 PERMIT APPL. NO.: ___ _ LOO N ::::, r---. f- ~ U) ~ Description of Work: Remodel of {e) residence w/ 133 additional s.f. and a roof terrace Owner: -Architect: -Engineer:_. ______ _ STRUCTURAL OBSERVATION (only checked Items are required) Firm or Individual to be responsible for the Structural Observation: Name: Phone: ( ) Calif. Registration; FOUNDATION WALL FRAME DIAPHRAM □ Footing, Stem Walls, Piers o Concrete D Steel Moment Frame D Concrete D Mat Foundation D Masonry □ Steel Braced Frame □ Steel Deck □ Caisson, Piles, Grade Beams erwood □ Concrete Moment Frame erwood □ Stepp'g/Retain'g Foundation, □ others: □ Masonry Wall Frame □ Others: □ Others: □ Others; DECLARATION BY OWNER l, the Owner of the project, declare that the above listed firm or individual is hired by me to be the Structural Observer. Signature Dale DECLARATION BY ARCHITECT OR ENGINEER OF RECORD (required if the Structural Observer is different from the Architect or Engineer of Record) I, the Architect or Engineer of record for the project, declare that the above listed firm or individual is designated by me to be responsible for the Structural Observation. Signature license No. Date SHEAR WALL SCHEDULE PLYWOOD FLOOR FRAMING VERTICAL JOIST STRAPS@ ANCHORS HOLDDOWNS ANCHOR MARK AND PLATE CAPACITY FLOOR AS AN NAILING NAILING @FLOOR @FLOOR OR BOLTS ALTERNATE &ROOF @ CONG. LEVEL ~ 318" wl 8d 3/8" 0 X 8" A35F@ HD2 Aw/ 200 LBS. 5/8" 0 X 12" @4" EDGE MST4B 12" FIELD @24" 24" O.C. 3x4 MIN. PER FT. @48" O.C. IA 112"w/10d 3/8" 0 X 8" A35 F@ HOS Aw/ 383 LBS. 5/8" 0 X 12" @4" EDGE MST48 12" FIELD @ 16" 16"0.C. 3x4 MIN. PER FT. @32" o.c. ~ 1/2" w/ 10d 3/8" 0 X 8" A3SF@ HD6A w/ 499 LBS. 5/8" 0 X 12" @3" EDGE MST60 12" FIELD @ 12" 16"0.C. 3x4 MIN. PER FT. @24" O.C. /J::, 1/2"w/10d 3/8" 0 X 8" A35F@ HDBA w/ 653 LBS. 5/8"0x12" @2"EOGE @8" MST72 12" FIELD 3x BLK'G. 12" o.c. 4x4 MIN. PER FT. @ 16" o.c. Ii::. 1/2" EA. FACE 3/8" 0 X 8" w/ 10d@ @6" A35F@ HDSA w/ 766 LBS. 5/8" 0 X 12" MST72 4" EDGE 10'' o.c. 4x6 MIN. PER FT, @ 16" o.c. 12" FIELD 3x BLK'G. /2" EA. FACE 3/8" 0 X 8" ~ w/ 10d@ @5" A35F@ HD10A wt 998 LBS. 3/4" 0x 12" 2-MST72 3" EDGE 8"0.C. 4x6 MIN. PER FT. @16" o.c. 12" FIELD 3x BLK1G. IA 1/2" EA. FACE 3/8" 0 X 8" w/ 10d@ @4" A35 F@ HD15w/ 1306 LBS. 3/4"0x 12" 2-MST72 2" EDGE 6"0,C, 4x6 MIN. PER FT. @ 12" o.c. 12" FIELD 3x BLK'G. COMMON LAG NAILS BOLTS NOTES: 1. ALL BOUNDARY MEMBERS SHALL BE 3x. EXCEPT@ TYPE & , 2x BOUNDARY MEMBERS COULD BE USED. 2. PROVIDE 3x MEMBERS AT ALL PLYWOOD EDGES. 3. ALL PLYWOOD SHALL BE STRUCTURAL I w/ MIN. OF 5 PLY LAMINATION. EXCEPT FOR TYPE&. 4. HOLDDOWNS PER SCHEDULE ABOVE ONLY IF NEEDED AS SHOWN ON PLANS. 5. USE PLATE WASHERS W!TH ANCHOR BOLTS. THE FOLLOWING SIZES ARE TO BE USED: WITH 5/8"0 ANCHOR BOLT, USE 2.5'' x 2.5" x 1/4" WITH 3/4"0 ANCHOR BOLT, USE 2.75"x 2.75" x 5/16'' WITH 7/8"0 ANCHOR BOLT, USE 3.0'' x 3.0" x 3/8" ® #4 X 4'-0"@ 16"- • • 1 1/4" CONT. KEY -CONC. SLAB (SEE PLAN) 1 Jm~m~~d:!ITT~~W~!¼~!:!:frrWiTI!!!W.!!!Will~llimlli~..WY FIRST POUR SUBSEQUENT POUR TYPICAL SLAB CONSTRUCTION JOINT st I G) 90' HOOK b = 6d FOR #3 THRU #8 D = 8d FOR#9, #10 & #11 * 36 DIA. IN CONG. 40 DIA. IN MASONRY 2'-0" MIN. TYPICAL LAP SPLICES (q 180" HOOK TYP. REINFORCING BAR BENDING DETAIL * FOR COMPRESSION LAP SPLICES ONLY ® 2x RISE ll:'. ...J (.) ~'.9~ I I +-"'0 ll:'. ~ 2 ~----e /< _J_. ' . ' , , "'x~ 1 ~r 1'-6" TYP. 2x RISE ' <(_ ~ ~ ll:'. SAME SIZE & SPACING AS FOOTING REINF. TYPICAL STEPPED FOOTING DETAIL ® 1 /8" x 3/4" DEEP SAWCUT OR OTHER APPROVED JOINT. (SEE PLAN FOR LOCATION) ~ --CONC. SLAB (SEE PLAN) _l A "="" n=11, Ill-Iii:: llrnlllrnlfl, > • Li LI e V . <J • <1 • I 7 .& -_ 11• 111 lTI iTI TYPICAL SLAB CONTROL JOINT ® HORIZONTAL REINF. TO CONT. & LAP PER GENERAL NOTES WHEN ADJACENT OPENING IS CLOSER THAN 10 FT. ADD'L. 1-#5 l.; EA. EDGE (VERT. TO BE FULL HT.) 2·-0" I 1--~ <( Cl 0 '<t FLR.SLAB HOOK 12" WHERE 2'-0" EXT. IS NOT POSSIBLE DOWELS TO MATCH OPNG. REINF. TYP. REINF. FOR 24" • t. TYP. OPNG. REINF. OPNGS. & LARGER ABOVE FLOOR 0 1 2 _1 ! -Nl2 TYP. REINF. AROUND OPENINGS IN MASONRY WALL @ 2'-011 TYP. NOTE: BEND & LAP WALL FTG. REINF. SAME AS SHOWN FOR WALLS • #5 MIN.--'~i"74A-------~ CORNER INTERSECTION END OF WALL OR JAMB TYPICAL MASONRY WALL DETAIL (J) 11 • I 0 U I~ ZI~ 0 ,-.. -1::s 0, .,; p... :g ~I I ii, ~ ~ I . o "' [/J z ~ :'.' ';;' ~ I O -' m ro ..... .J u. ' I E-< I <( ;s::: Usu"' l~om-n i::t::. c::i ~ 0) z = s:j-E-< -...L I C/Jl~~ri2 ~lo~6(X) u I.() (J) ,--.. ........, I <( ~ l:JI I '.", ~15 ~ -<C I w .:c I ~ Q_ i::, ~ ! f--z w f--2 z :::, w 0 2 0 a. 0 0 ,,,_ z 0 ...J 0 w > (/) r= 0 0:: ~ (/) :::, 0 z ~ (!) !:: "' f--f--u. (!} (!) ~ 2 (/) z 0 u5 0 0 "' z w w w a:: Q w 0 ::J :::, 0 a. "' a. 0 0 (/) ~□□□□□ (/) z ~ ~ z ~ / ~ ~ " / 1<1<(11< ( I< U) LLJ l-o :z: ......J <( cc :::) I- (.) :::) cc 1-- U) ......J LLJ 0 0 ~ LLJ cc LLJ (.!J ~ :z: _J ><:'. <( wuu _o<eo __JO~<C cc 2: 2:!35 LLJ w <( _J a: f-cc ,....... =<( ...:s._ 0-, (_) LLJ ~ LLJ :z: :z: <( 0 -, ~ lff MAY 3120_17 ;URAWN BY- iPERMiT #: 'CHECKED PMJECT NO. S-1 OF A \ . . 1;i~~;T E9 ·fJ;t~~T E9 4x4 POST 4x4POST E9 1# HDZA 1# HDZA _ .1/ l1,ro~ 1.·[~~-1· I I ' -~ IA· 1# HDZA ll ~ p 0 L'.l f>I I, l'\ A \ I EXISTING FOOTING ~ '~ I L ---------',;; ,o ½ C, I " , '--_/ , ,/ D ' EXISTING FOOTING "---··,c/ DETAIL 'A' N.T.S, 8" A \ill NEW FOOTING 24" EXISTING FOOTING --------····· ------- I I I EXISTING FOOTING ,--2 #4 DOWELS T & B W/ EPOXY BY 'SIMPSON RR# 25185 (DEPUTY INSPECTION REQUIRED) NEW FOOTING G ~ I E ' ,- E ~ \ D 3'-6 TIT~ I~ T -7 4x4POST E9 4x4POST E9 8'-3" 1'-3" 1# HDZA . 1#HDZA _ I r ···------·~ 1 7 I p.-P/4111/ 4X~-REf\DER \j1QiW/4'iiJP#'#'d/il A i ( B 1 :L UJ 1 ~ Cl 2"x12" _J_ ~ " A ------·· ., I .,,, X, <D ~I~ 0:: Y/ / //77 / / //1V/ 11 11 Y//// UJ Cl <i: UJ i I I 11 \ ------------·-·· I I I ffiU Cl <i: UJ '.:I: o-V~ 1 EXISTING FOOTING I I_. I I I I FOUNDATION PLAN SCALE: 1 /4"= 1 '-0" S1MP. A35 @6"o.c. 2X FLAT--, W/ 2-16d NAILS PER RAFTER. ,-B.N. ROOF SHTG. AS PER PLAN. / B.N r RR AS PER PLAN NEW SHEAR PANEL.---! AS PER PLAN ,, STUDS __ ... -'ll . @16"0.C. ,#'...--/'l..'--- B,N, -~ .-1._ ~--/,..,-~xRR -/ --:==,:=-,:::::. --------·i LlL-1-- CLG. JSTS. AS ~ E.N. // j ~/ ---\_,,~,--. _-f PER PLAN I SHEAR PANEL ----1 ,L AS PER PLAN I~ 2X4 STUDS I ./' .J. DETAIL 'B 1 N.T.S. _, / - 2x BLOCKING AS REQ'D. - ;•.9• 1 ' '<<1///Y//~ 1/ ( t ) // ' / ' .c:;s_·-· .. ..,----.,,_, . -------------------11 ~ () 0 10 I I l'J ~ ---------___ L __ @) 0:: 0:: 0 (0 ' >< ' N, 0 2X6 CJ@16" OC EXISTING ROOF 4X12 HEADER ---7\--~------ <I I!> ✓ ..• ~ (E) 2x6 F.S, PLATE · "- E) 8" STEAM. CONC, WALL----._ I I I I I 5'-9' 1 \ /,\ '.\ □ , / // I 11 · (E) 2x4 STUDS @ 16" O,C, r-(E) ?x4 PLATE II~ / I / / I / / I J_ -._,__-;;x::_·/ j / (E) 1X6 (E) 2x~ FULL SIZE / " i~t---······--,,----~·@ 24 0,C, :·/ • 1 ·1c II : . : I - I, I/ I ', / , . /I / /// ✓ ',,,'-..... j 12" 11-· ·- ' __ j ' .,""~ ~ ,----(E) DIRT UNDER HOUSE .. l I ·11-, 1 __ 1 1 I i -- DETAIL 'D' N.T.S. / c:::s "' :~ 11 I 11 --+---__J FRAMING PLAN SCALE: 1/4"= 1 '-0" SIMPSON ST. 2215 @32"0.C ;J1ffff· JJ1111'' prPpfr ~ ff 'S /// ~'?-:'?~ .~ \// . AD1 NEW 4x4 POST ---1 AS PER PLAN. SIMPSON HOA /JS PER PLAN AND TABLE BELOW P.T. SILL PLATE NEW CONTINUOUS FTG. ~--DBL. TOP PLATES f t,77$77 / Y1 ;( 7-,r-,77777 DBL. 2X BLK'G. STR01 L, .~. ~z4 ,. ··-SIMPSON EPC. OR ECG AS PER PLAN /t----POST OR DBL. STUDS AS PER PLAN DETAIL 1E1 N.T.S. E.N. 1/2" CDX. PLYWOOD W/ \ 8d NAILS @6"/6"/12' O,C, ,t ~~" '~, 0 RDG. BRO AS PER PLAN. DETAIL 'G' N.T.S, SHEAR WALL PANEL AS PER PLAN -c.. ' .,_; __ __j DETAIL 'F' N.T.S. . 1 0 Ui~ Zlz -1j I p.. ~ [1I I ;=;~3 I on oo ,--c CfJ z "' -<D ['] 0 ...1m 10 I ...J l{) _J ~ g::: J: 4'. N (_'l I :S::Ucou }-U L ~ I ::::i ~ .0 "' 16! ~ z ... ~ f-I E-1 -I 5::, (/) UJ ci? u "' C/Jjz~";c,;>1 0 CO O C ~I r---u,olll U LO <( .C L~-~ I 0. Cl -I cc u I "' ~I~ <e I UJ I [::l Bl " I;, w I-:e z :::, w 0 :e 0 ll. 0 "' 0 0 z _, 0 w >= [i'j Cl) 0 ii 0 Cl) :::, w (!) 0:: 0 z "' ;:; I-I-I-LL ~ (!) :1 Cl) z 0 Cl) 0 0 "' z w w w "' 0 w 0 :::; :::, 0 ll. iii ll. 0 0 Cl) J:300 □□□ ~ z 0 a s C ~ / "' ~ Iii , / I< ' :z <( _J o._ (.!J :z -~ <( cc cc 0 :z <( :z 0 -I- <( 0 :z => 0 LL IDRliWN BY: [PERMIT#: ICKtCKtD IPROJEGTl'll. I< I< < ...,_ < LU (_) :z LU 0 -C/) LU cc LU ~ (.!J <( ,cu :z 0 <(Cl CC<C -_J . <C en 2c C/) cc <(-' f-cc LU o<C ::::s::::: mo ~ LU ~ LU :z :z <( 0 ---, DD S-2 OF I I