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PROJECT <br />LOCATION <br />SHEET REFERENCE: <br />SHEET: OF <br />SHEET INFO: <br />REVISION DATE: <br />ME <br />R <br />C <br />U <br />R <br />Y <br /> <br />I <br />N <br />S <br />U <br />R <br />A <br />N <br />C <br />E <br />, <br /> <br />I <br />N <br />C <br />. <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />CL <br />I <br />E <br />N <br />T <br />: <br />CA <br />H <br />O <br />- <br />0 <br />0 <br />2 <br />5 <br />0 <br />9 <br />9 <br />4 <br />SHEET TITLE: <br />JE <br />R <br />R <br />Y <br /> <br />N <br />G <br />O <br />JOB NO. <br />SCALE: <br />DATE: <br />DESIGNER: BS <br />25-0001 <br />01/17/25 <br />DRAFTER: AG <br />PR <br />O <br />P <br />E <br />R <br />T <br /> <br />C <br />L <br />A <br />I <br />M <br />S <br /> <br />A <br />D <br />J <br />U <br />S <br />T <br />E <br />R <br />10 <br />4 <br />8 <br /> <br />I <br />R <br />V <br />I <br />N <br />E <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />1 <br />0 <br />8 <br />7 <br />NE <br />W <br />P <br />O <br />R <br />T <br /> <br />B <br />E <br />A <br />C <br />H <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />6 <br />6 <br />0 <br />PH <br />O <br />N <br />E <br />: <br /> <br />9 <br />4 <br />9 <br />- <br />2 <br />5 <br />9 <br />- <br />6 <br />0 <br />8 <br />0 <br />BR <br />Y <br />A <br />N <br />@ <br />S <br />T <br />R <br />E <br />G <br />E <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br />. <br />C <br />O <br />M <br />ST <br />R <br />E <br />G <br />E <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br />. <br />C <br />O <br />M <br />12 <br />2 <br />2 <br /> <br />S <br />O <br />U <br />T <br />H <br /> <br />L <br />I <br />N <br />D <br />A <br /> <br />W <br />A <br />Y <br />21 <br />S-3 <br />DESCRIPTIONSHEET # <br />S-1 SPECIFICATIONS SHEET 1 <br />S-2 <br />S-5 <br />ABBREVIATIONS FRAMING NOTES <br />SHOP DRAWING SUBMITTALS <br />PROJECT INFORMATION <br />SYMBOLS AND LEGENDS <br />SOIL AND FOUNDATION INFORMATION <br />PROJECT DESIGN PARAMETERS <br />SHEET INDEX <br />ICC <br />I.D. <br />IN. <br />INFO. <br />INT. <br />J.T. <br />K <br />KSI <br />L <br />L.A.R.R. <br />LB <br />L.L. <br />LLH <br />LLV <br />LONG. <br />LT. <br />MATL <br />MAX. <br />M.B. <br />MED. <br />MEZZ. <br />M.F. <br />INTERNATIONAL CODE COUNCIL <br />INSIDE DIAMETER <br />INCH <br />INFORMATION <br />INTERIOR <br />JACK TRUSS <br />KIP <br />KIPS PER SQUARE INCH <br />LOS ANGELES RESEARCH <br />REPORT <br />ANGLE <br />POUND <br />LIVE LOAD <br />LONG LEG HORIZONTAL <br />LONG LEG VERTICAL <br />LONGITUDINAL <br />LIGHT <br />MATERIAL <br />MAXIMUM <br />MACHINE BOLT <br />MEDIUM <br />MEZZANINE <br />MOMENT FRAME <br />MFR. <br />MIN. <br />MISC. <br />ML <br />N.G. <br />N.T.S. <br />O/ <br />O.C. <br />O.D. <br />OPP. <br />OPNG. <br />OSB <br />MANUFACTURER <br />MINIMUM <br />MISCELLANEOUS <br />MICROLAM <br />NATURAL GRADE <br />NOT TO SCALE <br />OVER <br />ON CENTER <br />OUTSIDE DIAMETER <br />OPPOSITE <br />OPENING <br />ORIENTED STRAND BOARD <br />P.C. <br />PCF <br />PL <br />PLF <br />PLY. <br />PSF <br />PSI <br />P.T. <br />P.T.D.F. <br />QTY. <br />R.D. <br />REF. <br />PRECAST CONCRETE <br />POUNDS PER CUBIC FOOT <br />PARALLAM <br />POUNDS PER LINEAR FOOT <br />PLYWOOD <br />POUNDS PER SQUARE FOOT <br />POUNDS PER SQUARE INCH <br />POST TENSION <br />PRESSURE TREATED DOUGLAS FIR <br />QUANTITY <br />ROOF DRAIN <br />REFERENCE <br />REINF. <br />REQ'D <br />REV <br />R.J. <br />R.O. <br />R.R. <br />R.T. <br />SCHED. <br />SECT <br />S.C. <br />SHTG. <br />SIM. <br />REINFORCEMENT <br />REQUIRED <br />REVISION <br />ROOF JOIST <br />ROUGH OPENING <br />ROOF RAFTER <br />ROOF TRUSS <br />SCHEDULE <br />SECTION <br />SLIP CRITICAL <br />SHEATHING <br />SIMILAR <br />SPEC. <br />SQ. FT. <br />S.S. <br />STL. <br />STAGG. <br />STD. <br />STIFF. <br />S.W. <br />SYM. <br />T&B <br />T&G <br />TEMP. <br />THK. <br />T.N. <br />T.O.B. <br />T.O.C. <br />T.O.F. <br />T.O.S. <br />T.O.W. <br />TRANS. <br />T.S. <br />TYP. <br />U.N.O. <br />VAR. <br />W <br />W/ <br />W.L. <br />WT. <br />W.W.F. <br />SPECIFICATION <br />SQUARE FOOT <br />SELECT STRUCTURAL <br />STEEL <br />STAGGERED <br />STANDARD <br />STIFFENER <br />SHEAR WALL <br />SYMMETRIC <br />TOP AND BOTTOM <br />TONGUE AND GROOVE <br />TEMPORARY <br />THICK <br />TOE NAIL <br />TOP OF BEAM <br />TOP OF CONCRETE <br />TOP OF FOOTING <br />TOP OF STEEL <br />TOP OF WALL <br />TRANSVERSE <br />TIMBERSTRAND <br />TYPICAL <br />UNLESS NOTED OTHERWISE <br />VARIES <br />WIDE FLANGE <br />WITH <br />WIND LOAD <br />WEIGHT <br />WELDED WIRE FABRIC <br />W/ WITHOUT <br />A.B. <br />ABV. <br />ACI <br />ADD'L <br />ADJ. <br />AISC <br />ALT <br />ANSI <br />APP <br />ARCH. <br />ASTM. <br />ANCHOR BOLT <br />ABOVE <br />AMERICAN CONCRETE INSTITUTE <br />ADDITIONAL <br />ADJACENT <br />AMERICAN INSTITUTE STEEL <br />ALTERNATE <br />AMERICAN NATIONAL STANDARDS <br />APPROXIMATE <br />ARCHITECTURAL/ARCHITECT <br />AMERICAN SOCIETY FOR TESTING <br />AND MATERIALS <br />AITC <br />& <br />@ <br />BLDG. <br />BLKG. <br />BLW. <br />BM. <br />B.N. <br />B.O.B. <br />BOT. <br />B.P. <br />AMERICAN INSTITUTE OF TIMBER <br />CONSTRUCTION <br />AND <br />AT <br />BUILDING <br />BLOCKING <br />BELOW <br />BEAM <br />BOUNDARY NAILING <br />BOTTOM OF BEAM <br />BOTTOM <br />BASE PLATE <br />BRCG. <br />BRG. <br />B.S. <br />C <br />CBC <br />C.J. <br />CL <br />CLG. <br />CLR. <br />CMU <br />COL. <br />CONC. <br />BRACING <br />BEARING <br />BOTH SIDES <br />CHANNEL <br />CALIFORNIA BUILDING CODE <br />CEILING JOIST <br />CENTER LINE <br />CEILING <br />CLEAR <br />CONCRETE MASONRY UNIT <br />COLUMN <br />CONCRETE <br />CONN. <br />CONST. <br />CONT. <br />C.J.P. <br />CU.FT <br />C.W. <br />d <br />DBL. <br />DEG. <br />DEPT. <br />DET. <br />D.F. <br />CONNECTION <br />CONSTRUCTION <br />CONTINUOUS <br />COMPLETE JOINT PENETRATION <br />CUBIC FEET <br />CUT WASHER <br />PENNY WEIGHT <br />DOUBLE <br />DEGREE <br />DEPARTMENT <br />DETAIL <br />DOUGLAS FIR <br />DIA. <br />DIAG. <br />DIM. <br />DIST. <br />D.J. <br />D.L. <br />DN <br />DO <br />D.S. <br />DSA <br />D.T. <br />DWG. <br />EA. <br />E.F. <br />E.G. <br />E.S. <br />ELEV. <br />E.N. <br />E.O.R. <br />EQ. <br />ETC. <br />EVA <br />E.W. <br />EXIST. <br />EXP. <br />EXT. <br />FEMA <br />FND. <br />DIAMETER <br />DIAGONAL <br />DIMENSION <br />DISTANCE <br />DECK JOIST <br />DEAD LOAD <br />DOWN <br />DITTO <br />DOWN SPOUT <br />DIVISION OF THE STATE ARCHITECT <br />DRAG TRUSS <br />DRAWING <br />EACH <br />EACH FACE <br />EXISTING GRADE <br />EACH SIDE <br />ELEVATION <br />EDGE NAILING <br />ENGINEER OF RECORD <br />EQUAL <br />ETCETERA <br />EMERGENCY VEHICLE ACCESS <br />EACH WAY <br />EXISTING <br />EXPOSURE <br />EXTERIOR <br />FEDERAL EMERGENCY <br />MANAGEMENT AGENCY <br />FOUNDATION <br />FAB FABRICATED(OR) <br />INSTITUTE <br />CONSTRUCTION <br />FIN. <br />F.F. <br />F.G. <br />F.H. <br />F.J. <br />FLR. <br />F.O.C. <br />F.O.M. <br />F.R.C. <br />F.R.T. <br />FRMG. <br />F.S. <br />F.T. <br />FT. <br />FTG. <br />GA <br />GALV. <br />G.C. <br />GLB <br />G.T. <br />GYP. <br />HD <br />HDR. <br />HGR. <br />HS <br />HSS <br />HT. <br />FINISH <br />FINISH FLOOR <br />FINISH GRADE <br />FULL HEIGHT <br />FLOOR JOIST <br />FLOOR <br />FACE OF CONCRETE <br />FACE OF MASONRY <br />FIBER REINFORCED CONRETE <br />FIRE RETARDANT TREATED <br />FRAMING <br />FINISH SURFACE <br />FLOOR TRUSS <br />FEET/FOOT <br />FOOTING <br />GAUGE <br />GALVANIZED <br />GENERAL CONTRACTOR <br />GLULAM BEAM <br />GIRDER TRUSS <br />GYPSUM <br />HOLDOWN <br />HEADER <br />HANGER <br />HIGH STRENGTH <br />HOLLOW STRUCTURAL STEEL <br />HEIGHT <br />HORIZ. HORIZONTAL <br />IBC INTERNATIONAL BUILDING CODE <br />1. THE GENERAL CONDITIONS, SPECIFICATIONS, AND STRUCTURAL DETAILS <br />ON ALL SHEETS APPLY TO THE WORK. <br />2. CONTRACTOR SHALL CHECK FRAMING DIMENSIONS AGAINST THE <br />ARCHITECTURAL PLAN AND NOTIFY THE ARCHITECT AND ENGINEER OF <br />ANY OMISSIONS AND/OR DISCREPANCIES BEFORE STARTING WORK. <br />3. ALL SHEAR CONNECTORS AND BLOCKING MUST BE INSTALLED PRIOR TO <br />THE INSTALLATION OF ROOF AND FLOOR SHEATHING. <br />4. USE SIMPSON U-HANGER FOR 2X FLOOR JOIST TO FLUSH BEAM <br />CONNECTION U.N.O. <br />5. USE SIMPSON FULL DEPTH HU-HANGER (MAX - FILL ALL HOLES INCLUDING <br />TRIANGLE HOLES) FOR BEAM TO BEAM CONNECTIONS, U.N.O. <br />6. CARRY ALL MULTIPLE STUDS OR POSTS FROM FLOOR ABOVE DOWN TO <br />FLOOR BELOW OR BEAM BELOW. PROVIDE SOLID BLOCKING AT FLOOR <br />LEVEL TO TRANSFER LOAD FROM UPPER POST TO LOWER POST. <br />7. PROVIDE POST/MULTI-STUD (U.N.O.) IN WALL TO SUPPORT FLUSH BM. <br />8. NO UTILITY LINE PENETRATION (STRUCT. SHTG, DBL TOP PLATES, <br />SILL/SOLE PLATES, BLKG ABV & BLW) AT SHEAR WALL IN EXCESS OF <br />ALLOWABLE PENETRATION SHOWN IN DETAILS IS ALLOWED. <br />9. INTERIOR NON-BEARING WALL TOP PLATE MAY BE 1X4 OVER 2X4. <br />10. TOP PLATE SPLICES PER DETAIL PROVIDED, TYP. <br />11. INSTALL 2-MSTA36 STRAPS AT TOP PLATE OF 4" TO 6" STRUCTURAL WALL <br />TRANSITIONS, TYP. <br />12. EXTEND FLOOR/ROOF SHEATHING TO ANY/ALL BUILDING POP-OUTS. <br />1 <br />SW1 <br />DETAIL NUMBER <br />SHEET NUMBER <br />REVISION NUMBER <br />REVISION AREA <br />1. THE FOUNDATION DESIGN IS BASED ON PRESUMPTIVE VALUES BASED ON <br />THE 2022 CBC. <br />2. SUB-GRADE PREPARATION, FOUNDATION TRENCH, BACK FILL AND ALL <br />FOUNDATION PADS SHALL BE APPROVED AND CERTIFIED BY THE <br />CERTIFIED BUILDING OFFICIAL AND THE BUILDING INSPECTOR. <br />3. TRENCHES WITHIN THE INFLUENCE OF THE BUILDING FOUNDATION FOR <br />THE UNDERGROUND UTILITIES MUST BE BACK FILLED WITH PROPER <br />MATERIAL AND THE BACKFILL MATERIAL MUST BE PROPERLY COMPACTED <br />TO THE SATISFACTION OF THE CERTIFIED BUILDING OFFICIAL AND THE <br />BUILDING INSPECTOR. <br />4. CONTRACTOR TO ENSURE THAT ALL DRAINAGE IS DIRECTED AWAY FROM <br />THE EXTERIOR FOOTINGS (MIN. 2% SLOPE). <br />1. THE CONTRACTOR SHALL SUPPLY THE EOR/ARCHITECT WITH A MIN. OF <br />TWO COPIES OF CHECKED SHOP DRAWINGS BEARING THE CONTRACTOR'S <br />STAMP OF APPROVAL AND SIGNATURE A MIN. OF THREE WEEKS PRIOR TO <br />FABRICATION. THE REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS <br />ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS AND <br />SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE IN ANY WAY THAT <br />THE SHOP DRAWINGS ARE CORRECT, COMPLETE, NOR DOES IT INFER <br />THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS. <br />2. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT, AND ARE <br />SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE <br />RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT <br />ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST <br />STRUCTURAL DRAWINGS. A SET OF REVIEWED SHOP DRAWINGS MUST BE <br />FILED WITH THE LOCAL JURISDICTION BY THE CONTRACTOR AND A SET <br />PLACED AT THE JOB SITE. <br />SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR THE FOLLOWING <br />CHECKED ITEMS. <br />REBAR, PT, & STUD RAILS <br />MAT SLAB, PAD & CONT. FTGS <br />PERIMETER & INTERIOR WALLS <br />SHEAR WALL GRADE BEAMS <br />ELEVATED SLABS INCLUDING BEAMS, DROPS, <br />PT TENDON & EFFECTIVE FORCE CALCULATIONS <br />CMU BLOCK & GROUT <br />CONCRETE MIX DESIGNS FOR ALL ELEMENTS <br />CAPS, DROP PANELS, ETC. <br />COLUMNS <br />BUILDING <br />OFFICIALE.O.R.SHOP DRAWING/SUBMITTAL <br />ELEVATED SLAB FORMING PLAN/SHORING PLAN <br />ELEVATED SLAB CONSRTUCTION JOINT LAYOUT <br />MECHANICAL AND PLUMBING LAYOUT PLANS <br />ELECTRICAL LAYOUT PLANS <br />FIRE PROTECTION PLAN AND DETAILS <br />STRUCTURAL STEEL SHOP DRAWINGS <br />ROOF TRUSS (&/OR FLOOR TRUSS) SHOP DWGS <br />PREFABRICATED STAIR UNITS & CONNECTIONS <br />ELEVATOR & CONNECTIONS TO THE STRUCTURE <br />SHEAR WALL TIE-DOWN SHOP DRAWINGS <br />SLAB ON GRADE DRAWINGS <br />3. SHOP DRAWINGS/SUBMITTALS PROCESS: <br />x THE LISTED DEFERRED SUBMITTAL ITEMS MUST BE REVIEWED AND <br />APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE <br />ARCHITECT FOR COORDINATION. THE ARCHITECT SHALL FORWARD <br />TWO(2) COPIED OF THE SUBMITTAL TO THE ENGINEER OF RECORD FOR <br />REVIEW. SUBMITTALS REQUIRING REVIEW BY THE BUILDING OFFICIAL <br />INCLUDE A CHECK IN THE "BUILDING OFFICIAL" COLUMN. IT IS THE <br />CONTRACTORS RESPONSIBILITY TO DETERMINE TURN-AROUND TIME OF <br />EACH PARTY AND TO MAKE APPROPRIATE TIME ALLOWANCES. <br />x PLANS FOR THE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A <br />TIMELY MANNER THAT ALLOWS A MINIMUM OF 15 WORKING DAYS FOR <br />INITIAL PLAN REVIEW. ALL COMMENTS RELATED TO THE DEFERRED <br />SUBMITTALS MUST BE ADDRESSED TO THE SATISFACTION OF THE <br />REVIEWING PARTIES PRIOR TO FABRICATION AND DELIVERY OF THE <br />SUBMITTAL ITEMS. <br />x SUBMITTALS MAY BE SUBMITTED ELECTRONICALLY TO THE EOR IN THE <br />SAME MANNER AS HARD COPIES AS DESCRIBED ABOVE. <br />SPECIFICATIONS SHEET 2 <br />SPECIFICATIONS SHEET 3 <br />CLIENT: MERCURY INSURANCE, INC. <br />PROJECT <br />ADDRESS: 1222 SOUTH LINDA WAY <br />SANTA ANA, CA 92704 <br />JURISDICTION: PER CODE <br />APPLICABLE CODE(S): 2022 CBC <br />SSE PROJECT NUMBER: 25-0001 <br />CONTACT PRINCIPAL: BRYAN STREGE, PE, SE <br />CONTACT PHONE: (949)259-6080 <br />CONTACT EMAIL: BRYAN@STREGESTRUCTURAL.COM <br />1. CONSTRUCTION TYPE TYPE V-B WOOD CONSTRUCTION <br />2. RISK CATEGORY II <br />3. SEISMIC DESIGN PARAMETERS: <br />SITE DATA TYPE V BUILDING DATA <br />S 1.297 <br />S 0.4631 <br />S 1.037 <br />S 0.571d1 <br />ds <br />s <br />SITE CLASS D <br />1.2 <br />1.85 <br />F a <br />F v <br />SEISMIC FORCE- <br />RESISTING SYSTEM <br />I <br />PROCEDURE <br />R <br />Cs <br />V <br />p <br />SDC <br />BEARING WALL SYSTEM: <br />LIGHT-FRAME WOOD WALL <br />W/ SHEAR PANEL OF <br />1.0 <br />EQUIVELANT <br />2.0 <br />0.363 <br />Cs x Wd <br />1.0 <br />D <br />LATERAL FORCE <br />4. WIND DESIGN <br />WIND SPEED 95 MPH (ULTIMATE) <br />WIND EXPOSURE EXP. C <br />5. BUILDING ASSEMBLIES: <br />ROOF ASSEMBLY ASPHALT SHINGLE/WATERPROOFING <br /> O/ WOOD SHEATHING <br />WALL ASSEMBLY FINISH <br />EXTERIOR WALL STUCCO <br />INTERIOR WALL GYPSUM BOARD <br />ASSEMBLY WEIGHTS: DL (PSF) LL (PSF) <br />ROOF 15 20 <br />EXTERIOR WALLS 18 <br />INTERIOR WALLS 9 <br />THE E.O.R. MUST BE NOTIFIED IF: <br />x THE WALL/CEILING FINISH MATERIAL(OTHER THAN EXTERIOR SKIN) IS <br />OTHER THAN DRYWALL, ALSO KNOWN AS SHEETROCK & GYPSUM BOARD. <br />x THE DRY WALL MATERIAL WEIGHS MORE THAN 2.2 PSF. <br />x THE DRY WALL MATERIAL IS GREATER THAN 5/8" THICK. <br />x THERE IS ANY FUTURE SOLAR REQUIREMENTS FOR THE ROOF. <br />S-6 <br />S-7 STRUCTURAL ROOF FRAMING PLAN <br />PROJECT SCOPE <br />1. BRING SUBJECT SINGLE-FAMILY RESIDENTIAL STRUCTURE BACK TO <br />PRE-LOSS STATE DUE TO A FIRE LOSS EVENT. (REPAIR ONLY, NO <br />ALTERATION FROM EXISTING.) <br />S-4 <br />SITE PLAN <br />S-8 <br />S-9 <br />SITE PLAN <br />LAYOUT PLAN <br />STRUCTURAL FOUNDATION/ FRAMING PLAN <br />E-2 <br />E-1 <br />E-3 <br />ELECTRICAL NOTES, LEGENDS & SCHEDULES <br />ELECTRICAL SPECIFICATIONS <br />ELECTRICAL LIGHTING PLAN <br />STRUCTURAL DETAIL SHEET 1 <br />STRUCTURAL DETAIL SHEET 2 <br />1 <br />S-1 <br />SPECIFICATIONS <br />SHEET 1 <br />OTHER MATERIALS <br />E-4 <br />ELECTRICAL POWER PLAN <br />M-1 MECHANICAL NOTES & LEGENDS <br />M-2 MECHANICAL FLOOR PLAN <br />M-3 MECHANICAL SCHEDULES & DETAILS <br />M-4 MECHANICAL SPECIFICATIONS <br />P-1 PLUMBING NOTES & LEGENDS <br />P-2 PLUMBING FLOOR PLAN <br />P-3 PLUMBING SCHEDULES & DETAILS <br />P-4 PLUMBING SPECIFICATIONS <br />GE <br />R <br />A <br />L <br />D <br /> <br />N <br />O <br />R <br />M <br />A <br />N <br />FI <br />E <br />L <br />D <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />C <br />L <br />A <br />I <br />M <br />S <br /> <br />S <br />P <br />E <br />C <br />I <br />A <br />L <br />I <br />S <br />T <br />NBG <br />#C 82777 <br />E <br />Bldg #101123222 <br />APPROVALS: <br />PLNG - C. Santana <br />BLDG - A. So <br />PUBLIC WORKS - Y. Soto