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A.F.F.ABOVE FINISHED FLOOR E.D.EDGE DISTANCE OPNG.OPENING <br />A.F.G.ABOVE FINISHED GRADE EMBED.EMBEDMENT P.L.PROPERTY LINE (OR PARTS LIST) <br />ARCH.ARCHITECTURAL E.N.EDGE NAILING PSF POUNDS PER SQUARE FOOT <br />ABV.ABOVE EQ.EQUAL PSI POUNDS PER SQUARE INCH <br />AEOR ARCHITECTURAL ENGINEER OF RECORD EXC.EXCAVATE P.T.PRESSURE TREATED <br />BAL.BALANCE EXT.EXTERIOR R RADIUS <br />BOT BOTTOM F.F.L.FINISHED FLOOR LEVEL RC REINFORCED CONCRETE <br />B.N.BOUNDRY NAILING FIN.FINISH REBAR REINFORCING BAR <br />B.O.F.BOTTOM OF FOOTING F.L .FLOOR LEVEL REINF.REINFORCEMENT <br />B.O.W.BOTTOM OF WALL FRPF.FIREPROOF REQD.REQUIRED <br />BLK'G BLOCKING FT.FEET SEOR STRUCTURAL ENGINEER OF RECORD <br />B.L.L.BOTTOM LOWER LAYER G.C.GENERAL CONTRACTOR SOG SLAB ON GROUND <br />BRG.BEARING GALV.GALVANIZED SPECS.SPECIFICATIONS <br />BTWN.BETWEEN GYP.GYPSUM SQ. FT.SQUARE FEET <br />B.U.L.BOTTOM UPPER LAYER H.V.A.C.HEATING, VENTILATION, AND AIR <br />CONDITIONING SQ. IN.SQUARE INCHES <br />B.W.L.BRACED WALL LINE HOR.HORIZONTAL SS STAINLESS STEEL <br />CA COLUMN ABOVE H.R.S.HOT ROLLED STEEL STD.STANDARD <br />C.C.CENTER TO CENTER I.D.INNER DIAMETER STR.STRUCTURAL <br />C.L.CENTER LINE IN.INCH TOP&BOT TOP AND BOTTOM <br />CLG.CEILING INSUL.INSULATION T.O.TOP OF <br />CLR.CLEARANCE INT.INTERIOR T.O.B.TOP OF BEAM <br />CMU CONCRETE MASONRY UNIT LVL LAMINATED VENEER LUMBER T.O.C.TOP OF CURB OR TOP OF CONCRETE <br />CONC.CONCRETE L.FT.LINEAR FEET T.O.F.TOP OF FOOTING <br />CONNE.CONNECTION L.L.LIVE LOAD T.O.J.TOP OF JOIST <br />CONT.CONTINUOUS LSL LAMINATED STRAND LUMBER T.O.M.TOP OF MASONRY <br />DEG.DEGREE MANUF.MANUFACTURER T.O.W.TOP OF WALL <br />DIA.DIAMETER MAS.MASONRY THICK.THICKNESS <br />DIM.DIMENSION MATL.MATERIAL TLL.TOP LOWER LAYER <br />D.F.DOUGLAS FIR MAX.MAXIMUM TYP.TYPE <br />DOUG. FIR DOUGLAS FIR MM MILIMETER UNO UNLESS NOTIFIED OTHERWISE <br />D.P.DAMP-PROOFING MIN.MINIMUM V.B.VAPOR BARRIER <br />DRP DROP N NEW VER.VERTICAL <br />DWG.DRAWING NOM.NOMINAL V.I.F.VERIFIED IN FIELD <br />DWGS.DRAWINGS NON-BRG.NON BEARING W/WITH <br />E EXISTING NOT REQ.NOT REQUIRED W/O WITHOUT <br />E.N.EDGE NAILING NTS.NOT TO SCALE WL WATER LEVEL <br />E.W.EACH WAY O.C.ON CENTER WT.WEIGHT <br />EA.EACH O.D.OUTSIDE DIAMETER <br />COVER SHEET CS.01 <br />CONSTRUCTION NOTES S0.01 <br />CONSTRUCTION NOTES S0.02 <br />TYPICAL S.O.G. AND <br />FOUNDATION DETAILS S1.01 <br />TYPICAL FOUNDATION DETAILS S1.02 <br />TYPICAL WOOD DETAILS S1.21 <br />TYPICAL WOOD DETAILS S1.22 <br />TYPICAL WOOD DETAILS S1.23 <br />TYPICAL WALL DETAILS S1.24 <br />TYPICAL WOOD DETAILS S1.25 <br />TYPICAL WOOD DETAILS S1.26 <br />FLOOR AND FOUNDATION PLAN S2.01 <br />CLG PLAN S2.11 <br />ROOF PLAN S2.22 <br />SPECIFIC DETAILS S4.01 <br />SPECIFIC DETAILS S4.02 <br />HARDY PANEL DETAILS HFX.01 <br />PROJECT <br />CLIENT <br />0'2'4'8'16' <br />SHEET TITLE <br />922 W PARK LN, <br />SANTA ANA, CA 92706 <br />KAWEHI HOLOMALIA, <br />KEKANI112299@YAHOO.COM <br />FOR FIELD VERIFICATION AND <br />CITY PERMIT ONLY <br />SAZAN INC. <br />77 Waldorf, Irvine, CA 92612 <br />922 W PARK LN, <br /> SANTA ANA, CA 92706 <br />INDEX OF DRAWINGS <br />STATE LOCALTION MAP VICINITY LOCATION MAP <br />CS.01 <br />COVER SHEET <br />ABBREVIATION <br />PROJECT INFORMATION <br />CLIENT/TENANT: <br />KAWEHI HOLOMALIA, <br />KEKANI112299@YAHOO.COM <br />STRUCTURAL ENGINEER: <br />MOHAMMAD JALALPOUR <br />SAZAN INC. <br />77 WALDORF, IRVINE, CA 92612 <br />CELL OFFICE: 949-822-1913 <br />CELL PHONE: 4439422153 <br />EMAIL: MJALALPOUR@SAZANINC.COM <br />PROJECT DESCRIPTION: <br />1. SAZAN'S SCOPE OF WORK IS LIMITED TO PROVIDING STRUCTURAL DESIGN, DRAWINGS AND DETAILS FOR 554 SF ADDITION CONSISTING OF KITCHEN, BATHROOMS, AND <br />LAUNDRY REMODEL PER ARCH. DWG., LOCATED AT 922 W PARK LN, SANTA ANA, CA 92706. THE AREA OF THIS SCOPE OF WORK IS SHOWN ON DRAWING SHEETS S2.01 TO S2.22. <br />2. NO AS-BUILT, CONSTRUCTION DOCUMENTS OR SHOP DRAWINGS OF ORIGINAL CONSTRUCTION OR ALTERATIONS TO THE ORIGINAL CONSTRUCTION WERE PROVIDED TO SAZAN. <br />3. THE SCOPE OF WORK DOES NOT INCLUDE THE ANALYSIS OR EVALUATIONS OF EXISTING STRUCTURE AS A WHOLE OR THE PORTIONS OF IT THAT IS NOT INCLUDED IN THIS SCOPE <br />OF WORK. NO WARRANTY EXPRESSED OR IMPLIED TO THE ADEQUACY, CODE COMPLIANCE, OR CONFORMANCE OF THE EXISTING STRUCTURE IS MADE BY VIRTUE OF THIS DESIGN. <br />THIS SCOPE OF WORK DOES NOT INCLUDE ANY VERIFICATION FOR THE CONFORMANCE OF THE EXISTING STRUCTURE TO THE PROVIDED INFORMATION OR CODE COMPLIANCE. <br />4. SAZAN PERFORMED THE DESIGN CONSIDERING THE AVAILABLE INFORMATION FOR THE STRUCTURE. SHOULD ADDITIONAL INFORMATION BECOME AVAILABLE THAT SAZAN WAS <br />NOT AWARE OF, OR WHICH WAS UNKNOWN AT THE TIME OF ANALYSIS OR DESIGN, SAZAN RESERVES THE RIGHT TO REVISE THE DESIGN AS NEEDED AND ADDITIONAL COSTS MAY BE <br />REQUIRED. <br />5. SAZAN PERFORMED THE STRUCTURAL DESIGN IN A MANNER CONSISTENT WITH THE LEVEL OF SKILL AND CARE ORDINARILY EXERCISED BY PROFESSIONAL ENGINEERS AND <br />CONSULTANTS PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER REPRESENTATION, WARRANTY, OR GUARANTEE IS GIVEN. PROVIDED OPINIONS ARE BASED ON OUR <br />ENGINEERING JUDGMENT. SAZAN WILL NOT BE RESPONSIBLE FOR LATENT DEFECTS THAT MAY APPEAR IN THE FUTURE OR FOR DIFFERENT OPINIONS OF OTHERS THAT MAY ARISE. <br />6. THE DESIGN AND DETAIL OF GUARDRAILS , HANDRAILS AND CHIMNEY ARE NOT INCLUDED IN THIS SCOPE OF WORK. <br />7. STRUCTURAL OBSERVATION AND SPECIAL INSPECTIONS ARE NOT INCLUDED IN THIS SCOPE OF WORK. <br />8. ALL WORK SHALL COMPLY WITH THE 2022 EDITION OF CBC, CRC, CMC, CPC, CEC, CGBSC, CEES, AND ALL AMENDMENTS OF THE CITY OF SANTA ANA AND LOCAL AUTHORITIES <br />INCLUDING LOCAL ORDINANCE. <br />9. WATERPROOFING AND WATER DRAINAGE ARE NOT PART OF THIS SCOPE OF WORK. <br />10. OWNER IS SOLELY RESPONSIBLE FOR THE ACCURACY OF THE PROVIDED INFORMATION AND SAZAN TAKES NO LIABILITY FOR THE ACCURACY OF THE PROVIDED INFORMATION. <br />07/07/2025 <br />EXP. 06-30-2026