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CITY OF SANTA ANA <br />Planning and Building Agency <br />NOTES: <br />GRADE 'D' PAPER <br />MINIMUM ❑R METAL <br />14 SHALL COMPLY WITH ASTMC18q <br />FLASHING AT A MIN,. <br />2AWIDEAMN.CF26GAWM1®8*EICCRRO8K*WtE <br />ANA 12' HIGH <br />WEEP SCRE DWITHAMNIMUN VERTICAL ATTACHMENT FLAIM OF <br />34118HALLBEPROVIDFDATORBELOW THE FOUNDATION RATE METAL LATH <br />LINE ONALL EXTERIOR STUDS WAUA <br />7/8' STUCCO <br />3-THE WEATHER 468WANCEBAMEtBHALLLAPTHE <br />ATTAgiMENTFLANK AND THE EXTERIOR tATHWU SHEAR PER PLAN � <br />CDVEtANDTEiMNATEONTHEATiApf@TFLANGEOFTiEBG7EED. J' 0 x 12' A.B. AS PER <br />4.WHERE NCEXTERNAL CORNERR <br />118U LATH PLAN W/3'x3'x,25'PLATE <br />SK4LLM ffiWOUTADCARRIEDARDINDCOMMATLEAST WASHER:EMBED 7' INT❑ <br />CONE, (A:B: (A.B. FI <br />OfESUPPORTONFRAMECONSTRUMI N <br />EA, ENDD OF <br />SPECIAL INSPECTION REQUIRED <br />FOR ALL EPDXY APPLICATIONS <br />PERFORATED WEEP SCREED <br />4' MIN,ABOVE EARTH <br />2' MIN, ABOVE PAVED AREAS Z <br />USE 3"X3"4 PLATE WASHERS <br />FOR @ A.B. <br />(E) DRIVE oo <br />SET XP10 <br />1 <br />:•�r: `.y <br />ICC-ES ESR 2508 <br />LARD 25744 <br />24" MIN. <br />Typ. Exterior Bearing Ftg. <br />2 X 4 STUD @ 16" o,c <br />R-15 INSULATI❑N <br />- RT. SILL <br />4" MIN C❑NC, SLAB W/ #4 <br />16" O.0 E.W. <br />OVER 2" SAND BED AND 6 <br />ry MILL VAPOUR BARRIER. <br />TOP OF OVER 2" OF CLEAN SAND <br />CURB TOTAL OF 4" OF SAND <br />- SAW CUT <br />44A . �Q ... <br />.Q <br />—#3DOWEL SQWO.0 <br />SET WITH EPDXY INTO (E) <br />SLAB <br />(2) T & B <br /># 4 REBAR <br />SIMPSON HD AS PER <br />4X4 <br />PLAN & TABLE BELOW <br />•' <br />(SEE SCHEDULE <br />(HDU2. HDU4, <br />o •• o HDU11, and HDU14 <br />simper) <br />, <br />2X4 SILL PLATE <br />` n <br />o prwervadve-baded wood <br />24 X12 MIN. <br />FOOTING <br />" <br />i } <br />24 X12 MI <br />FOOTING <br />1012 ANCHOR Paf5 AW IACAVON <br />PI AN5 <br />TYPE <br />BASS paf5 <br />POIa11N6 <br />MIN. rMIX12A Nf <br />13A5 f <br />1205f <br />LeNCK <br />C INCHE5) <br />HRv <br />5181 17 5181 <br />1-55TI6 <br />4X4 <br />12 5/ 8' <br />Nf7Uq <br />5181 215/ 8' <br />1-551820 <br />4X4 <br />16 5/ 8' <br />5/ 8' 25 5/ 8' <br />1-55024 <br />4X4 <br />1 20 5/ 8' <br />Holdown Detail For New Footing <br />HDU <br />ICC-ES ESR 2330 <br />LARD 25720 <br />4X4 <br />(SEE S( <br />12 X24 MIN. <br />FOOTING <br />NOTE: ALL THREADED <br />R❑D <br />�31MPSON HDAS PER DRILL BIT DIA. =3/4• e . <br />PLAN & TABLE BELOW MIN.EDGE DIST: 1 3/4• <br />see <br />sched: ' (E) SLAB <br />(HDU2, HDU4, <br />HDU11, and HDU14 <br />slrnYer) SPECIAL INSPECTION REQUIRED <br />�— 2X4 SILL PLATE 12 X12 MIN. FOR ALL EPDXY APPLICATIONS <br />pr"ervative ba"d VJDW FOOTING <br />HDU <br />ICC-ES ESR 2330 <br />SET-XP10 <br />ICC-ES ESR 2508 <br />LARR# 25744 <br />Holdown Detail For Existing Footing <br />REVI <br />M�Ister'I�: DESIGNS <br />D <br />DRAFTING CO. <br />P.0 BOX. 146 <br />DOWNEY CA. <br />90241 <br />(562) 3202293 <br />4 <br />CZZ-I 5 Insulation 5alnd proof C see detail) an <br />2°X4° Stud �,1 6rr SPECIAL INSPECTION <br />REQUIRED <br />SNEAK t'AI�I, A5 5heet A-8 <br />p # <br />2#4 Plate <br />I I <br />• • <br />MSTA 30 <br />T4 B Plates <br />I I- <br />. • <br />20 5W5 @ 16" ox <br />OR 511 1>; U) 2X6 f.i a 161, O.C. <br />FC �) Floor Sheath <br />(E) CONC. SLAB ON GRADE <br />TO BE SEALED WITH <br />REDGAR EPDXY SLAB COATING <br />ICCES#1413 2X6 5111 FLAT - <br />(I'1a;55U� 11A1>;t7 WO017) , Z <br />F.G. <br />„ <br />Existing <br />New <br />PERFORATED WEEP SCREED <br />4' MIN.AB❑VE EARTH a' I —III= z <br />2' MIN: ABOVE PAVED AREAS ab °.' III= <br />I I= w <br />° , <br />d <br />° <br />12" MIN. a• CLEAR <br />SET-XP10 #4 Rebar embeded 6a into @ 5/8a 0 X 7° <br />ICC-ES ESR25M long hole filled w/ epoxy (Simpson) <br />LARR# 25744 <br />5 <br />::LRebar <br />:1 C6 <br />Epoxy -Tie Detail <br />Existing Garage Footing Detail <br />SIMPS❑N- ST2115 <br />NE) <br />NOTE: STRAP GOES ON TOP @ 32" D.C.❑.C. B❑UNDRY NAIL <br />2 XIS RAFTERS 24" O.C. (SEE FRAMING PLAN) <br />RADIANT BARRIER <br />TW• 2X 5H�AR pANrL 13,N @ 6 "O,C <br />2X BLOCK @ 16" O.0 R-30 INSULATION <br />OF PLYWOOD TO THE RAFTERS 15/32" ❑SB SHEATING <br />REQUIRED <br />PLOCKINCA @24110,C. " <br />I / 2 0513 SN�ATNING W/ <br />W / 8 d @ 6,4,12 ❑.0 ROOF PITCH <br />(SEE PLAN) <br />OSB PLYWOOD SHEATHING W/8D C 6,4,12 O.0 <br />2X R. MV5 8d COMMON NAll.S @ 4,6,12 O.0 <br />2x R.R, @ 16"0,C: <br />16dQJOIST <br />(see plans) <br />(N)2X1A C.J. <br />@12" O.0 �B•N A-35 Q 16" O.0 <br />(SEE PLANS) 2X BLOCKING <br />N) A— 35 @ 1 6" O.C_ <br />2x RIDGE B <br />'SIMt'SON A 35 I nOUr�l.� �(�t 1Op pI.A1� <br />E) OR (N) 2X C.J <br />SECTION <br />2x FASCIA ( SEE <br />16" O.0 2X CMI'p 5 @16" O,C. <br />(SEE PLAN FOR SPAN /SIZE) <br />N) 2— TOP PLATES <br />2-2XELEV.)4 TOP PLATES E•) <br />H2• 3 QQ 32- . <br />(E) (, LING JOI5T 2X C�J (5E PLAN) <br />HDR WHERE OCCURS <br />RIDGE <br />ESR#3096 SHEAR PANELS <br />41 N IS <br />PER PLAN <br />(N) 2X4 STUDS @ 16" O.0 <br />ROOF RAFTER <br />2X4 STUDS @16" O.0 SHEAR <br />(PER PLAN) <br />W/ 2 -16n @ 16" O.0 @ 2'}" O.0 <br />SIMPS❑N STRAP SIMPS❑N- ST2115 <br />W/ R-15 INSULATION <br />2-2X4 TOP pI.ASS <br />PLAN VIEW LARR# 25713 <br />2X45TV5@I6"0,C. <br />5H�AR ?I YW0012 <br />(5ff PLAN) <br />WALL TOP PLATE CONNECTION <br />Ridge Board Detail <br />Exterior Wall Detail <br />Interior Shear Wall To Roof -t2 <br />RADIANT BARRIER 2 X RAFTERS 6 16" O.C. <br />2X BLOCKING R— 3 0 I N S U LAT I O N <br />REQUIRED (SEE FRAMING PLAN) <br />OSB PLYWOOD SHEATHING (SEE <br />(N) 2 X 4 STUDS @ 16" 0 . C <br />FRAMING PLAN) <br />16d � C.J. TO R.R. <br />2 X C.J. @18" O.0 <br />(SEE PLANS) B.N A-35 ANCHOR TO RAFTERS Q 1(r <br />(N) 5 / 8 " A. B @ 4 8 " O.C-- <br />° O.0 .24 GAUGE FLASHING <br />USE RED HEADS <br />(N) STC CLIP @ 16" O.0 (N) 2X C.J <br />WEDGE ANCHORS <br />2-2X4 TOP PLATES 2x FASCIA (SEE <br />'`' .:.. ELEV.) <br />(SIMPS 0 N) <br />(SEE PLAN FOR SPAN /SIZE) <br />ICC—ES ESR 2 2 51 <br />N) 2— TOP PLATES <br />(E) SLAB ON GRADE SEALED W/ <br />1 HR FIRE RATED <br />APPROVED REDGARD EPDXY <br />EAVES & WALL. <br />SLAB COATING ICC ES #1413 <br />2X4 STUDS @16" O.0 PER CRC T302.1(1). <br />W/R-13INSULATION USE 7/8" <br />(N) 2X4 STUDS @ 16" O.0 <br />- - - - <br />(E) CONCRETE SLAB (N) 2X4 SILL PLATE P.T <br />r STUCCO <br />STC NONBEARING WALL' <br />EAR on the underside <br />(PER PLAN) Note: No eave <br />ICCAC261 <br />ER12424(CFCFS) -- - <br />d <br /><.. �., ^ ° °. d °..dd. °a. <br />vents on this side <br />-_ <br />d ° <. A ` a <br />°' a d <br />a <br />. Ad.. . <br />Exterior Wall Detail <br />Wall Top Plate Connection <br />Sill Plate Connection Detail <br />`8 31 2024 <br />ED AR RIGS <br />PROJECT <br />BUILDING DESIGNER. <br />These drawings and designs <br />are the property of <br />RC Designs Co. <br />and can not be use by <br />others,copied or make <br />reproduction of it, without the <br />consent in writing by <br />the authors., designers. <br />Notify the designer for <br />any modification or alteration <br />if needed. <br />SHEET TITLE: <br />STRUCTURAL DETAILS <br />PROPOSED: <br />GARAGE <br />CONVERSION <br />TO A. D. U <br />NAM E: <br />HECTOR FLAMENCO <br />(714) 615-7344 <br />PROJECT ADDRESS: <br />1232 S SYCAMORE ST <br />UNIT "2" <br />SANTA ANA CA.92707 <br />DRAWN BY: E.R <br />DATE 8-31 —24 <br />JOB # RC2024119 <br />SD- 1 <br />CE <br />