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SIMP. 'E" <br />COL. CAI <br />BEAM AND POST CONN. to <br />NO SCALE <br />2x STUD 9 <br />16 " 0. C. <br />N ROOF SHTG. <br />ROOF RAFTER <br />PER PLAN <br />LSIMP. 'L US' <br />HANGER <br />2x MIN. LEDGER W/ <br />1/41� SDS SCREW <br />® EA. STUD (2 " MIN. <br />PENETRATION) <br />LEDGER AT STUD WALL <br />NO SCALE <br />RAFTER JST. <br />SEE PLAN <br />ROOF <br />\h'TG <br />SIMP. 'A35' @ 16" <br />O.C. MIN. (U.N.O.) <br />B.N. <br />2x BEVEL <br />BLK'G. <br />SEE ARCH ;--3 <br />PLAN FOR DEf. <br />BEAM PER <br />PLAN <br />SIMP. "H2.5A'L--j <br />@ 16" O.C. <br />@ RAFTER <br />SHEAR TRANSFER AT ROOF <br />NO SCALE <br />12 <br />2x OR 3x P.T.D.F. ESR#• 4844 <br />SILL PAT. A.B. & <br />PLT. WASHER PER <br />SHEAR PANEL SCH. <br />SHEAR WALL > <br />PER PLAN <br />EX. SILL PL T. <br />#4 DOWELS © 32" <br />0. C. ® TOP & 80T <br />W/ S/MP. SET-3G <br />18 " MIN. <br />EX. CONC. <br />_ .SLAB <br />- - - - - -- - - - - <br />a <br />------- <br />C <br />G <br />.d• ..d . ' earl I <br />a <br />III <br />d �9. <br />a <br />�,� _ .� 1I- <br />a <br />0 <br />4 <br />a <br />EX. CONC. <br />#4 DOWELS @ 32" <br />O.C. & BEND 24" 12" <br />FTG W1 2-#4 FTG' <br />4 OP & BOT. <br />MIN. INTO SLAB <br />FOOTING CONNECTION (� 11 <br />NO SCALE <br />12 �� <br />� <br />* SET-3G: ESR-4057 <br />DOWELS TO MATCH <br />FOOTING REINF. <br />*MIN. (2) #4 DOWELS CONC. SLAB <br />@ TOP & BOT. AND PER PLAN <br />EXTENDED 4 1 /2" MIN. <br />INTO (E) FTG. W/ SIMP. <br />'SET-3G' EPDXY 24" MIN. <br />(E) CONC. LAP <br />SLAB <br />d <br />d d <br />a <br />CLEANdCONTACT SURFACES <br />W/ WIREBRUSH <br />L— ---- d Q <br />71 <br />(E) CONC. CONT. FTG. <br />FTG. <br />SLAB FOOTING CONNECTION ry <br />NO SCALE r <br />2x OR 3x PRE. TRE. <br />SHEAR WALL <br />SILL PLT. W/ A.B. & <br />SEE PLAN <br />(WHERE OCCURS) <br />PLT. WASHER PER <br />SHEAR PANEL SCH. <br />E.N. <br />WEEP SCREED <br />MIN. 2" ABV. <br />ONC. SLAB <br />CONC. <br />PER PLAN <br />rXTERIOR <br />ONC. SLAB <br />d <br />d <br />� a <br />a <br />III a <br />III- JOINT <br />- <br />—I <br />Z _ 6„ d <br />_ <br />(WHECOLD <br />a. <br />RE OCCURS) <br />d <br />MIN_--=- <br />2) #4 BAR <br />- =------- <br />cv <br />- <br />@ TOP & BOT. <br />I a <br />I <br />I <br />I <br />d I <br />I <br />I <br />#4 DOWELS @ 32" <br />O.C. & BEND 24" SEE PLAN 4" <br />MIN. INTO SLAB <br />L- PAD FTG. UNDER <br />POST IF RF <br />EXTERIOR FOOTING <br />- SLAB Q <br />NO SCALE <br />U <br />ONC. SLAB <br />PER PLAN <br />d <br />4 <br />NAT. GRADE <br />----- -T nT_ r_ <br />I�I <br />_---------- <br />a� <br />III COLD JOINT <br />Z <br />° (WHERE OCCURS) <br />d <br />d <br />2) #4 BAR <br />N <br />@ TOP & BOT. <br />a <br />d. <br />a <br />A <br />#4 DOWELS @ 32" <br />O.C. & BEND 24" SEE PLAN 4" <br />MIN. INTO SLAB <br />EXTERIOR FOOTING - SLAB <br />NO SCALE <br />SIMP. 'E---' <br />COL. CAI <br />SIMP. 'L TS 16' <br />(BOTH SIDES) <br />BEAM AND POST CONN. <br />NO SCALE <br />SIMP. 'E---p <br />COL. CAI <br />BEAM AND POST CONN. <br />NO SCALE <br />SEE PLAN <br />ROOF SHTG. B.N. <br />SEE I \ <br />\\/ 2x R.R. <br />SEE PLAN <br />SEE PLAN <br />LAN <br />SEE PLAN <br />SEE <br />CALIFORNIA VALLEY <br />NO SCALE <br />E. N. B. IV. <br />E.N. <br />2x BARGE <br />RAFTER <br />ROOF SHTG. <br />B. N. _ <br />RAFTER <br />PER PLAN <br />2x BLKG.-j <br />9 48" O.C. <br />SHEAR WALL <br />PER PLAN <br />BM. PER <br />PLAN <br />CITY OF SANTA ANA_ <br />PI nning and Building Agenc <br />Approved <br />a�� R PERMIT ISSUANCE <br />Master ID: <br />2x MIN. CON . nn <br />LEDGER W/ - L�ja e : <br />TO EA. RAFTE <br />2x R.R. <br />SEE PLAN <br />AHJ STAMP APPROVAL <br />C <br />fE <br />IFC ENGINEERING, RING_ INa <br />CONSULTING ENGINEERS <br />STRUCTURAL DESIGN <br />1822 E Route 66, Suite 328 <br />Glendora, CA 91740 <br />Office: (818) 814-8268 <br />Email: ifcengineeringca@gmail.com <br />2x4 FLAT <br />THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND <br />CONDITIONS OF THE JOB PRIOR TO STARTING <br />ROOF SHTG. LOOK -OUT <br />CONSTRUCTION, AND THE ARCHITECT/ DESIGNER/ <br />�� <br />48 C. <br />ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY <br />(9 0. <br />DISCREPANCIES INCONSISTENCIES. CHECK WITH <br />TO 2nd R. R. <br />ARCHITECT FOR ACTUAL DIMENSIONS. <br />THIS DRAWINGS, DOCUMENTS, DESIGNED ARE THE <br />PROPERTY AND COPYRIGHTS OF IFC ENGINEERING. <br />THOSE ARE FOR USE ON THE SPECIFIED PROJECT, AND <br />NO PART THEREOF SHALL BE COPIED OR DISCLOSED TO <br />\ <br />OTHERS WITHOUT WRITTEN PERMISSION FROM IFC <br />ENGINEERING. <br />RAFTER <br />PER PLAN <br />\\\-:2x BLKG. <br />(9 48" O. C. <br />— SIMP. ;435' @ 16 " <br />0. C. MIN. OR PER <br />SHEAR PANEL SCH. <br />SIMP. "H2.5A" <br />@ 16" O.C. <br />-2x CONT BLKG. <br />W/ 2Od ® 6" <br />0. C. <br />3x BASE PLT. <br />TENER PER <br />PANEL SCHH, <br />�-2x BLKG. \-- CL G. JST. <br />© 48 " 0. C. PER PLAN <br />SHEAR TRANSFER AT ROOF <br />CC2 <br />INTERIOR SHEARWALL <br />NO SCALE <br />ROOF SHTG. B. N. <br />RAFTER ' <br />PER PLAN SHEAR WALL 2x BLKG. <br />SAME AS BELOW E. N. C? 48 O.C. <br />2x OR 3x BASE PL T. <br />W/ FASTENER PER (E) ROOF <br />SHEAR PANEL SCH. <br />0. C. MIN. OR PER \ <br />SHEAR PANEL SCH E- N <br />(2) 2-16d <br />x 0 8 " 0. C. <br />CL G. JST. E N. <br />PER PLAN 2x BLKG. I 2x OR 3x <br />(948 " 0. C. I PER SHEAR <br />PANEL SCH. <br />SHEAR WALL- 0 <br />PER PLAN 1- <br />SHEAR TRANSFER AT OOF <br />_o <br />3 <br />INTERIOR SHEARWALL <br />NO SCALE <br />QROF ESS/ <br />Flo. C69393 <br />W Ex 06/30/2026� <br />V <br />9T CIVI\. or ��Q <br />\CAL\l <br />Stamp: <br />Residential Project for: <br />PRIVATE <br />RESIDENCE <br />1519 PARK DRIVE <br />SANTA ANA, CA 92707 <br />Project: <br />STRUCTURAL <br />NOTES & <br />DETAILS <br />Drawing Title: <br />PLAN CHECK <br />PCC1 02-08-2026 <br />/2`PCC2 03-08-2026 <br />Revisions: Date <br />Date: 11-22-2025 <br />Scale: 1 /4" = V-0" <br />Drawn By: IFC <br />Job Number: 1102015A <br />SD4 <br />