Laserfiche WebLink
IL <br />Q <br />W <br />I <br />0; SIMP. MST 37 <br />NEW TOP PLATE @ SPLICE (U.N.O.) <br />_ _ _ _ I <br />O *0. O . . . . .—O .O— -.O ---- <br />r------ ---- <br />I II <br />EX. TOP <br />6d PLATE <br />O.C. I I 1 <br />I II <br />II <br />II <br />II <br />I II <br />DOUBLE TOP PLATE <br />CONNECTION <br />NO SCALE <br />4x RIDGE - <br />PER PLAN <br />ROOF SHTC.—\ <br />PLAN <br />SHEAR WALL — <br />SAME AS BEL <br />SIMP. MST 37 <br />@ SPLICE (U.N.O.) <br />BM. SEE PLAN <br />4x 14 BEAM <br />o 0 0 <br />° _° F/LL W/ 4x <br />e o I <br />0 10 <br />BM. SEE PLAN <br />4x 10 BEAM <br />SIMP. 'CC' OR. ---- <br />'CCQ' COL. CAP --_- <br />POST PER PLAN <br />U17 BEAM TO POST CONN. 1 NO SCALE J3 <br />�BM.. SEE PLAN <br />SIMP. LSTA24 STRAP <br />© J2" 0. C. <br />,--ROOF- SHTG. <br />PLAN <br />2x STUD WALL <br />(TYP.) <br />�2x OR Jx BASE PLT. <br />W/ FASTENER PER <br />SHEAR PANEL SCH. <br />2x OR Jx BLKG. <br />PER SHEAR CLG. JST. <br />PANEL SCH. PER PLAN <br />SHEAR WALL -►� SIMP. A35 PER <br />PER PLAN SHEAR PANEL SCH. <br />SHEAR TRANSFER AT ROOF 70(4 <br />INTERIOR WALL AT RIDGE <br />0 SCALE <br />SIMP. A34 <br />OR LTP4 <br />4x MIN. POST, <br />MATCH WIDTH <br />OF BM. ABV. <br />*EA. SIDE @ 4x SOLID BLKG. <br />OPPOSITE CORNER SIMP. A35 UNDER POST <br />a a <br />a� <br />14 <br />° p <br />_ .° ' <br />BEAM AND POST CONNECTIO e <br />POST AT PART OF WALL <br />0 SCALE <br />aiiwr. w.� nruvvcr <br />(U. N. 0.) <br />CEILING BEAM & CEILING JS .1 <br />5 <br />CONNECTION <br />NO SCALE <br />CONT. STRAP & 4x BLKG. CONT STRAP & 4x BLKG CONT STRAP & 4x BLKG. <br />CONT DBL. 0 TOP & BOT. FOR 24 BTWN. OPENINGS WHEN © TOP & HOT FOR 48" <br />TOP PLT. MIN. BEYOND OPENING OR A GAP IS LESS THAN HDR. PER MIN. BEYOND OPENING OR <br />TO THE END OF THE WALL 4'-0" PLAN TO THE END OF THE WALL <br />' 24 " MIN. 24 " MIN. /' <br />24, MIN. ' <br />TYP. TYP. ' <br />TYPE ' <br />OR6NING <br />' <br />OPMING <br />OPENING <br />NOTES <br />1. CONTINUOUS STRAPS TO BE SIMPSON 'CS 16' (U. NO.). <br />2. PROVIDE PANEL EDGE NAILINGS TO ALL FRAMING MEMBERS <br />AROUND OPENINGS AND 4x CONTINUOUS SLOCKINGS. <br />4'-0" WIDE OR LESS <br />TYPICAL OPENINGS IN <br />4'-0" WIDE OR GREATER <br />16 <br />DRAG STRAP (MST <br />NO SCALE <br />SIMP. <br />A35 <br />(TYP.) <br />\ DBL. JST. / <br />\ @ OPENING / <br />\ DBL. JST. <br />\ / @ OPENING <br />DBL. JST. \ / <br />@ OPENING <br />/ 3-SPACE \ <br />/ MAX. <br />SIMP. <br />A35 <br />(TYP.) <br />OPENING AT ROOF/ CLG. <br />NO SCALE <br />BEAM TO POST CONN. <br />NO SCALE <br />10 <br />ROOF SHTG. RIDGE BM. <br />PER PLAN <br />—' 0• <br />SMR._'CC' OR \'7 <br />'CCO' COL. CAP <br />*EA. SIDE @ 4x K.P. <br />OPPOSITE CORNER PER PLAN <br />*SIMP. A35 7 DBL. TOP <br />4� PLT. <br />SIMP. A34 <br />• •0 0. <br />'_HDR. PER <br />SIMP. 'EPC' PLAN <br />Al rl I fl A M —"--L-J— <br />RIDGE BEAM TO HEADER <br />RAFTER JST. <br />SEE PLAN <br />RpOF SyT- <br />0. <br />CLG. JST. <br />SEE PLAN <br />2x BLKG. <br />@ 8' O.C. <br />LAP & SPIKE <br />W/ 6-16d <br />(U.N.O.) <br />SIMP. 'A35' @ 16" <br />O.C. MIN. OR (SEE <br />SHEAR PANEL SCH.) <br />B.N. <br />2x BEVEL <br />BLK'G. <br />E.N. <br />SEE ARCH ;--3 <br />PLAN FOR DET. <br />—SHEAR WALL <br />SEE PLAN <br />(WHERE OCCURS) <br />51MN. HZ.SA <br />@ 32" O.C. <br />@ RAFTER <br />SHEAR TRANSFER AT ROOF <br />NO SCALE <br />E. N. B. N. <br />E.N. <br />2x BARGE _ <br />RAFTER _ <br />2x4 BRACING @ 48" <br />0. C. W/ (3) 10d @ <br />EA. END <br />E. N. <br />2x4 FLA T <br />ROOF SHTG. LOOK -OUT <br />@ 48 " 0. C. <br />TO 2nd R. R. <br />Vi <br />RAFTER <br />PER PLAN <br />2x BLKG. <br />9 48" O.C. <br />• SIMP. A35' @ 16" <br />0. C. MIN. OR PER <br />SHEAR PANEL SCH. <br />SHEAR WALL <br />L-2x <br />BLKG. CLG. <br />" PER <br />JST. <br />PLAN <br />PER PLAN <br />@ <br />48 O. C. <br />GABLE END <br />SCALE <br />SUPPORT THE RAFTER <br />NO SCALE <br />''SIMP. 'HU' HANGER - <br />W/ SLOPED SEAT OPT. <br />B•N. SIMP. LSTA24 STRAP <br />@ 32" O.C. <br />RAFTER JST. <br />SEE PLAN <br />*SIMP. 'LSSU' -P`—RIDGE BM. <br />*EITHER HANGER HANGER PER PLAN <br />CAN BE USED (U.N.O.) COND. B <br />SHEAR TRANSFER AT ROOF <br />SHEAR WALL - 2x OR 3x P.T.D.F. <br />SEE PLAN SILL PLT. W/ A.B. & <br />(WHERE OCCURS) PLT. WASHER PER <br />SHEAR PANEL SCH. <br />CITY OF SANTA ANA <br />PI nning and Building Agenc <br />E. N. Approved <br />ONC. SLAB <br />WEEP SCREED PER P N "V. F <br />GRADE &" I <br />R PERMIT ISSUANCE <br />62 <br />ABV. CONC.LZ <br />NAT. GRADE 00 <br />r7-I �-,.1_11r-p_ <br />a COLD' <br />JOINT _Master <br />ID: <br />A ° (WHERE OCCUR e: Tri <br />2) #4 BAIR <br />-q- > <br />C14 @ TOP & BOT. <br />a <br />oa <br />AHJ STAMP APPROVAL <br />#4 FOOTING DOWELS <br />@ 32" O.C. 24" SEE PLAN 4" <br />24"[ <br />EXTERIOR FOOTING — SLAB <br />NO SCALE <br />SHEAR WALL - <br />SEE PLAN <br />e <br />ee <br />ve <br />e <br />e <br />e <br />ee <br />2x OR 3x P.T. <br />0 <br />SILL PER SHEAR <br />WALL SCH. <br />HD: LARR 25528 <br />HDU: LARR 25720 <br />4x POST MIN. <br />IMP. 'HD' OR 'HDU' <br />SEE PLAN FOR SIZE <br />AND LOCATION <br />ONC. SLAB <br />PER PLAN <br />a ° <br />8 a.. <br />77n <br />a 'IMP. 'SSTB' <br />l i l a s III- MANUFACTURE'S <br />° INSTRUCTIONS <br />2-#4 TOP & <br />BOT. EXTEND a CONC. FTG. <br />36" PAST HID oa PER PLAN <br />41 <br />DEEPEN FTG. AS 3" C__ <br />COVER REQ'D FOR <br />SIMP. 'SSTB' A.B. 3" CLR. <br />HOLDOWN AT EXTERIOR <br />-fn2 <br />2 <br />FOOTING <br />SHEAR WALL <br />SEE PLAN <br />(WHERE OCCURS) <br />2x OR 3x PRE. TRE. <br />SILL PLT. W/ A.B. & <br />PLT. WASHER PER <br />SHEAR PANEL SCH. <br />OTHERWISE, USE 5/8" 0 <br />A.B. @ 48" O.C. <br />ONC. SLAB <br />ER PLAN <br />CP <br />a ° <br />a.- <br />i1 I I <br />I <br />- COLD JOINT <br />z <br />(WHERE OCCURS) <br />° <br />2) #4 BAR <br />N <br />@ TOP & BOT. <br />I a <br />I <br />I ° <br />I <br />I <br />4, <br />#4 FOOTING DOWELS <br />@ 32" O.C. 24" SEE PLAN <br />4" <br />24"� <br />Imo_ PAD FTG. UNDER <br />POST IF RE <br />INTERIOR FOOTING — <br />SLAB <br />NO SCALE <br />*SATURATE THE SOIL 18" DEEP BEFORE <br />PLACING THE CONCRETE SLAB. <br />a <br />2-4 . 0— °. <br />4" THK. CONC. SLAB <br />W/ #4 @ 16" O.C. <br />EA. WAY @ TH E <br />SLAB MID -HEIGHT <br />-10 MIL OR THICKER <br />VIS-QUEEN VAPOR <br />BARRIER IN DIRECT <br />CONTACT WITH CONIC. <br />SLAB ABOVE (OVERLAP <br />9" AT SEAMS) <br />- 4" THK. LAYER OF <br />1 /2"� OR LARGER <br />CLEAN AGGREGATE <br />CONCRETE SLAB ON GRADE <br />fc <br />IECENGIN ENGINEERING, 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 />THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND <br />CONDITIONS OF THE JOB PRIOR TO STARTING <br />CONSTRUCTION, AND THE ARCHITECT/ DESIGNER/ <br />ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY <br />DISCREPANCIES INCONSISTENCIES. CHECK WITH <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 />OTHERS WITHOUT WRITTEN PERMISSION FROM IFC <br />ENGINEERING. <br />QROF Ess <br />MioNq <br />��C. Wpy� l l <br />Q> Flo. C69393 <br />W Ex 06/30/2026� <br />v <br />\or CL� <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 />Revisions: Date <br />Date: 11-22-2025 <br />Drawn By: IFC <br />Job Number: 1102015A <br />SD3 <br />SHEARWALL <br />NO SCALE <br />CONNECTION <br />NO SCALE <br />(RIDGE <br />NO SCALE <br />NO SCALE <br />[CGBC 4.505.2] <br />