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CRAFT, P.L.S. 8516 DATENOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED.LICENSE RENEWAL DATE 12/31/20PAULDOMINICKC R A FT PROFESSIONALLANDSU R V E YOR FFFINISHED FLOORWATER VALVEWVGAS METERGMCENTERLINEGRAPHIC SCALESURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.SURVEYOR'S NOTESBLOCK WALLBRICK SURFACENG NATURAL GROUNDVICINITY MAPBASIS OF BEARINGS TITLE REPORT/EASEMENT NOTES407 N BAY FRONTNEWPORT BEACH, CA 92662(APN: 050-031-03)NO TITLE REPORT PROVIDEDLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AND IS DESCRIBEDAS FOLLOWS:LOT 4 OF BLOCK 8, MAP OF RESUBDIVISION OF SECTION ONE, OFBALBOA ISLAND, AS PER MAP RECORDED IN BOOK 6, PAGES 30 OFMISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTYRECORDER OF SAID COUNTY.BEARINGS SHOWN HEREON ARE BASED ON THECENTERLINE OF THE ALLEY PER R.S.B. 231/11-12,• • •• • •• • • •• • •• • •• •••••••••••••••••••BENCHMARK INFORMATIONBENCHMARK NO: NB3-15-70DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCSALUMINUM BENCHMARK DISK STAMPED "NB3-1570",SET IN THE EASTERLY END OF A CONCRETESEAWALL. MONUMENT IS LOCATED IN THESOUTHWEST CORNER OF THE INTERSECTION OFPARK AVENUE AND SOUTH BAY FRONT, 15 FT.SOUTHERLY OF THE CENTERLINE OF PARK AVENUEAND 6 FT. 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ROOMBARKITCHENDININGSTORAGE4FD18FD19FD19FD16FD15FD17FD11FD11FD11FD13FD11FD11FD11FD1AB48AB48AB16HDU2HDU2AB1610FD1HDU2HDU2AB1610FD1HDU2AB1610FD1HDU22AB10FD1HDU2HDU22AB10FD1HDU2HDU2AB48 15"2' - 0"2' - 0"2' - 0"9' - 0"HHH4FD14FD1FOUNDATION NOTES:ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTS DRAWINGS ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK. 1. ALL BEARING & SHEAR WALLS ARE TO BE SECURED WITH 5/8" DIAMETER BY 10" LONG ANCHOR BOLTS EMBEDDED AT LEAST 7" INTO CONCRETE WITH A MAXIMUM SPACING OF 48" O.C. U.N.O. THERE SHALL BE A MINIMUM OF TWO ANCHORS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED WITHIN 12" MAX. & 4-1/2" MIN. OF EA. END OF EA. PIECE. SHEAR WALLS BOLTS SHALL HAVE A PROPERLY SIZED NUT AND A 3"x3"x.229" WASHER. THE WASHER MAY BE SLOT CUT PROVIDED A STANDARD CUT WASHER IS PROVIDE BETWEEN THE NUT AND WASHER. WASHER TO BE INSTALLED WITHIN A 1/2" OF THE SHEATHED SIDE OF THE PLATE. A STANDARD CUT WASHER MAY BE USED AT NON-SHEAR WALL LOCATIONS. 2. FOR ALL INTERIOR NON-SHEAR WALLS USE SIMPSON 0.145" DIAMETERx 3" LONG PDP POWDER ACTUATED ANCHORS @ 24" O.C. (ESR #2138 OR EQUAL)3. INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS. 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUG FIR OR REDWOOD WITH SODIUM BORATE (SBX) OR DISODIUM OCTABORATE TETRAHYDRATE (DOT).NOTE:WHEN REQUIRED BY LOCAL BUILDING DEPARTMENT ALL ANCHOR BOLTS AND HOLDOWN BOLTS TO BE SET IN PLACE PRIOR TO CITY FOUNDATION INSPECTIONSOIL INFORMATION:1. FOUNDATION SIZES, DEPTHS, AND REINFORCEMENT ARE AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT. SOILS ENGINEER TO PROVIDE FOUNDATION INSPECTOR AS OUTLINED IN LATEST SOIL REPORT. 2. OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE OWNER, DEVELOPER AND SUBCONTRACTOR TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. ESI/FME IS TO BE SUPPLIED WITH ALL UPDATED REPORTS.15" WIDE x 24" DEEP FTG.W/ 2-#5 TOP & BOTTOM CONT.ANCHOR BOLT LEGEND:SLAB: 5" THK. W/#4 BARS @ 12" O/C E/W @ MIDDLE NEW CONSTRUCTION WITH SLAB ON GRADE SHALL INSTALL A CAPILLARY BREAK IN COMPLIANCE WITH CG 4.505.2.1 WITH 2-INCH THICK LAYER OF SAND OVER A 15 MIL VAPOR BARRIER COMPLIANT WITH ASTM E 1745 OVER A 4-INCH THICK BASE OF 1/2-INCH OR LARGER CLEAN AGGREGATE AND A CONCRETE MIX DESIGN WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING. (FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.OR-06)AB48 : 5/8" DIA. X 12" ANCHOR BOLTS AT 48" O.C. AB40 : 5/8" DIA. X 12" ANCHOR BOLTS AT 40" O.C. AB32 : 5/8" DIA. X 12" ANCHOR BOLTS AT 32" O.C. AB24 : 5/8" DIA. X 12" ANCHOR BOLTS AT 24" O.C. AB16 : 5/8" DIA. X 12" ANCHOR BOLTS AT 16" O.C. AB 8 : 5/8" DIA. X 12" ANCHOR BOLTS AT 8" O.C. 2AB : (2) 5/8" DIA X 12" ANCHOR BOLTS. 3AB : (3) 5/8" DIA. x 12" ANCHOR BOLTS. 2-#4 : PROVIDE A TOTAL OF 2 #4 AT TOP AND 2 #4 AT BOTTOM OF FOOTING, 3' PAST POSTS. 3-#4 : PROVIDE A TOTAL OF 3 #4 AT TOP AND 3 #4 AT BOTTOM OF FOOTING, 3' PAST POSTS. HTT4 : (1) SIMPSON HTT4 PER POST. HTT5 : (1) SIMPSON HTT5 PER POST. HDU2 : (1) SIMPSON HDU2-SDS2.5 PER POST. HDU5 : (1) SIMPSON HDU5-SDS2.5 PER POST. HDU8 : (1) SIMPSON HDU8-SDS2.5 PER POST. HDQ8 : (1) SIMPSON HDQ8-SDS3 PER POST. HDU11 : (1) SIMPSON HDU11-SDS2.5 PER POST. HDU14 : (1) SIMPSON HDU14-SDS2.5 PER POSTGRADE BEAM PER PLANWIDEN AT HARDY FRAME AS REQUIREDSEE SHEET 'HFX1' FOR SHEAR TIE SPACINGLATERAL SHEAR NOTES:(2016 CBC, SDPWS-2015 ; SEISMIC DESIGN CATEGORY D & E) (TABLE 4.3A, AFPA SDPWS-2015) FRAMING MEMBERS VERTICAL: DOUGLAS FIR-LARCH AT 16" O.C10. 1/2" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 6" O.C AT EDGES AND 12" O.C. AT FIELD . .....260 PLF11. 1/2" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 4" O.C AT EDGES AND 12" O.C. AT FIELD ......350 PLF12. 1/2" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 3" O.C AT EDGES AND 12" O.C. AT FIELD ......490 PLF13. 1/2" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 2" O.C AT EDGES AND 12" O.C. AT FIELD ......640 PLF14. 1/2" (OR 15/32) WOOD STRUCTURAL PANEL WITH 10d COMMON NAILS AT 2" O.C AT EDGES AND 12" O.C. AT FIELD ......770 PLF15. 1/2" (OR 15/32) STRUCT. I WOOD PANEL WITH 10d COMMON NAILS AT 2" O.C AT EDGES AND 12" O.C. AT FIELD ......870 PLF# FRAMING MEMBERS HORIZONTAL: DOUGLAS FIR-LARCH (3/8" @ CEILING LDS, 15/32 @ ROOF SHEATHING: AT 24" O.C20. BLOCKED PLYWOOD DIAPHRAGM WITH 3/8" WOOD STRUCTURAL PANEL AND 8d COMMON NAILS AT 6" O.C. AT BOUNDRIES, 6" AT CENTER AND 10" AT FIELD .....240 PLF21. BLOCKED PLYWOOD DIAPHRAGM WITH 3/8" WOOD STRUCTURAL PANEL AND 8d COMMON NAILS AT 4" O.C. AT BOUNDRIES, 6" AT CENTER AND 10" AT FIELD .....320 PLF22. BLOCKED PLYWOOD DIAPHRAGM WITH 3/8" WOOD STRUCTURAL PANEL AND 8d COMMON NAILS AT 2.5" O.C. STAGG.AT BOUNDRIES, 4" AT CENTER AND 10" AT FIELD .....480 PLF23. BLOCKED PLYWOOD DIAPHRAGM WITH 3/8" WOOD STRUCTURAL PANEL AND 8d COMMON NAILS AT 2" O.C. STAGG.AT BOUNDRIES, 3" AT CENTER AND 10" AT FIELD .....545 PLF# FRAMING MEMBERS HORIZONTAL: DOUGLAS FIR-LARCH AT 16" O.C24. BLOCKED PLYWOOD DIAPHRAGM WITH 19/32" WOOD STRUCTURAL PANEL AND 10d COMMON NAILS AT 6" O.C. AT BOUNDRIES, 6" AT EDGES AND 10" AT FIELD .....320 PLF25. BLOCKED PLYWOOD DIAPHRAGM WITH 19/32" WOOD STRUCTURAL PANEL AND 10d COMMON NAILS AT 4" O.C. AT BOUNDRIES, 6" AT EDGES AND 10" AT FIELD .....425 PLF26. BLOCKED PLYWOOD DIAPHRAGM WITH 19/32" WOOD STRUCTURAL PANEL AND 10d COMMON NAILS AT 2.5" O.C. STAGG. AT BOUNDRIES, 6" AT EDGES AND 10" AT FIELD .....640 PLF27. BLOCKED PLYWOOD DIAPHRAGM WITH 19/32" WOOD STRUCTURAL PANEL AND 10d COMMON NAILS AT 2" O.C. STAGG. AT BOUNDRIES, 3" AT EDGES AND 10" AT FIELD .....730 PLF#NOTES:A. WOOD STRUCTURAL PANEL: MATERIAL APPROVED BY APA, PFS/TECO OR PITTSBURG TESTING LABORATORIES THESE VALUES ARE FOR DOUG-FIR LARCH OR SOUTHERN PINE, OTHER LUMBER SPECIES MAY DIFFER IN SHEAR CAPACITIES. B. PROVIDE 2X BLOCKING AT HORIZONTAL WOOD STRUCTURAL PANEL JOINTS. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3X WHEN NAILING IS 2.5" O.C. OR LESS. C. WHERE WOOD STRUCTURAL PANEL IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING IS LESS THAN 6" O.C, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X OR WIDER AND NAILS STAGGERED ON EACH SIDE. D. FOR SHEAR WALLS TO USE THE FOLLOWING: 1) USE 3x MEMBER @ PANEL JOINTS & HORIZONTAL BLOCKING 2) EDGE NAILING SHALL BE STAGGERED E. 10d SHORT BOX NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS @ SHEAR WALLS ONLY. F. REQUIRED STEEL PLATE WASHERS AT SHEAR WALLS ONLY (WHEN ANCHOR BOLTS ARE USED: 3" x 3" x .229" STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT (SDPWS SECT. 4.3.6.4.3) WASHER MAY BE SLOT CUT PROVIDED A STANDARD CUT WASHER IS PROVIDED BETWEEN THE WASHER AND NUT. WASHER TO BE INSTALLED WITHIN 1/2" OF SHEATHED SIDE OF PLATE. G. A STANDARD CUT WASHER MAY BE USED AT ALL NON-SHEAR WALL LOCATIONS WITH ANCHOR BOLTS. 1215HORIZONTAL: ALL ROOF AND FLOOR SHEATHING TO BE EXPOSURE I OR EXTERIOR ROOF: -JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 15/32"WOOD STRUCTURAL PANEL PII 32/16, WITH 8d's AT 6" O.C AT EDGES AND BOUNDARIES, 12" O.C FIELD. -HORIZONTAL DIAPHRAGM VALUES FOR 3/8" WOOD STRUCTURAL PANELS MAY BE USED FOR 15/32" WOOD STRUCTURAL PANELS. U.N.O. FLOOR: - JOIST SPACING EQUAL TO OR LESS THAN 16" O.C: 19/32" WOOD STRUCTURAL PANEL T&G SHTG, PII 32/16, w/10d's AT 6" O.C AT EDGES AND BOUNDARIES, 12" O.C FIELD. - JOIST SPACING EQUAL TO OR LESS THAN 20" O.C: 19/32" WOOD STRUCTURAL PANEL T&G SHTG, PII 40/20, w/10d's AT 6" O.C AT EDGES AND BOUNDARIES, 12" O.C FIELD. - JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 23/32" WOOD STRUCTURAL PANEL T&G SHTG, PII 48/24, w/10d's AT 6" O.C AT EDGES AND BOUNDARIES, 12" O.C FIELD. - 1-1/8" PLYWOOD MAY BE USED W/ 3" LONG 10d's AT 6" O.C AT EDGES AND BOUNDARIES, 12" O.C FIELD. PANEL EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH * BLOCKING NOT REQUIRED WHEN LIGHTWEIGHT CONCRETE IS PLACED OVER SUBFLOOR.FLOOR AND ROOF SHEATHING TO BE VERIFIED W/ ARCHITECT. VALUES ABOVE ARE MINIMUMS.FRAMING LEGEND:INDICATES SPAN AND DIRECTION OFDECK JOISTS (SLOPED AS REQUIRED)ROOF JOISTS AND RAFTERSINDICATES SPAN AND DIRECTION OFFLOOR JOISTSINDICATES SPAN AND DIRECTION OFCEILING JOISTSINDICATES SPAN AND DIRECTION OFTRUSSESI-JOIST TABLER-I-JOIST @ 16" O.C.I-JOIST @ 12" O.C.I-JOIST @ 19.2" O.C.I-JOIST @ 16" O.C.Z-X-Y-I-JOIST @ 19.2" O.C.I-JOIST @ 16" O.C.I-JOIST @ 12" O.C.I-JOIST @ 19.2" O.C.V-W-S-U-SIZE &MANUFACTURER OPTIONSSPACINGI-JOIST @ 12" O.C.MARKQ-a) 9 1/2" TJI / 230a) 11 7/8" TJI / 360a) 14" TJI / 360##G=L - INDICATES (1) GANGLAM LVL 1.8EGLB - INDICATES GLULAM BEAMM=L - INDICATES (1) MICROLAM 2.0EPSL - INDICATES PARALAM 2.0ELSL - INDICATES TIMBERSTRAND 1.55EE/S - EACH SIDEFL. HT. - FULL HEIGHTALT. - ALTERNATETYP. - TYPICALU.W.A. - UNDER WALL ABOVEL.O.B. - INDICATES LINE OF BLOCKING W/ 'CS16' U.N.O.R.T.R. - RUN TO ROOF'U' - INDICATES 'U' HANGER, U.N.O. - INDICATES 'HU' HANGER, U.N.O. - INDICATES HEADERS AND BEAMS, REFER TO ENGINEERING CALCSNOTE: * APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALL AND/OR BOX-OUTS. (WHERE APPLICABLE)FRAMING NOTES LEGENDMARK: DESCRIPTIONSPN12: 16d SOLE PLATE NAILING @ 12" O.C.SPN10: 16d SOLE PLATE NAILING @ 10" O.C.SPN8: 16d SOLE PLATE NAILING @ 8" O.C.SPN4: 16d SOLE PLATE NAILING @ 4" O.C.SPN6: 16d SOLE PLATE NAILING @ 6" O.C.SPN3: 16d SOLE PLATE NAILING @ 3" O.C. STAGGEREDSPN2: 16d SOLE PLATE NAILING @ 2" O.C. STAGGEREDSPN=SOLE PLATE NAILINGNAILS= 16d BOXXX - INDICATES LATERAL ENHANCEMENT. WALL NOT CONSIDERED IN LATERAL ANALYSIS. - SHEAR WALL GRID LINE, REFERENCE STRUCTURAL CALCS FASTENERS AND CONNECTORS TO BE GALVANIZED FOR PRESERVATIVE PRESSURE TREATED WOOD.#A. 2x6 AT 12" O.C. B. 2x6 AT 16" O.C. C. 2x6 AT 24" O.C. D. 2x8 AT 12" O.C.E. 2x8 AT 16" O.C.F. 2x8 AT 24" O.C. G. 2x10 AT 12" O.C.H. 2x10 AT 16" O.C.J. 2x10 AT 24" O.C.K. (2) 2x10 AT 16" O.C. L. 2x12 AT 12" O.C. M. 2x12 AT 16" O.C.N. 2x12 AT 24" O.C.P. (2) 2X12 AT 16" O.C.T. TRUSS AT 24" O.C. FAX: 714-835-2819PHONE: 714-835-2800STRUCTURAL ENGINEERS,INC.ESI/FMESANTA ANA, CA 927011800 E. 16TH ST. STE BJOB NO.DATEDOCUMENT VALID UPONORIGINAL SIGNATURESHEET NO.REVISIONSOWNER INFORMATION:PROJECT NAMESTATUSS1K320FOUNDATION PLANWATERPOINTE 407 N.WATERPOINTE 407 N.OwnerFIRST SUBMITTAL407 BAY FRONT NORTH,NEWPORT BEACH, CA 92662NO. DESCRIPTION DATE10/15/2019PA2019-220ZONING ADMINISTRATOR 12/12/2019 - APPROVED (18 PAGES) JOB NO.DOCUMENT VALID UPONORIGINAL SIGNATURESHEET NO.REVISIONSCLIENT INFORMATION:PROJECT NAMESTATUSNO. REVISION DATE10/15/2019PLOTDATEFIRST SUBMITTALK320WATERPOINTE 407 N.407 BAY FRONT NORTH,NEWPORT BEACH, CA 92662±PA2019-220ZONING ADMINISTRATOR 12/12/2019 - APPROVED (18 PAGES)