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Ir <br />ninui <br />genFy I <br />(N) 4X4 POSES <br />W/ HDU2 <br />W/ HDU2POST 73 <br />(N) 4X6 POST <br />W/ HDU2 (S3' <br />(N) 4X4 <br />W/ HDU2 <br />(N) 4X6 I <br />W/ HDU2 <br />(N) 4X4 <br />W/ HDU2 <br />(N) 4X4 <br />W/ HDU2 <br />(N) 4X6 <br />W/ HDU2 <br />(N) 4X4 <br />W/ HDU2 <br />(N) 4) <br />W/ HE <br />(EXISTING SLAB ON GRADE) <br />APPLY REDGARD EPDXY WATERPROOFING <br />COAT (ESR-1413) ON ALL EXISTING SLAB <br />PER MANUFACTURER REQUIREMENTS <br />I <br />8 ; ,--- -- ---- --------------- 1 <br />1 I I II <br />3.0 1 l 15 -7 <br />I SW 5 I I I; <br />II I I II <br /><'; <br />I <br />I I S3.0 I I <br />II I I I <br />II I I I <br />ADU FOUNDATION PLAN- <br />3/8 - i -o <br />131 <br />LEGEND: <br />EXISTING 2X4 STUD WALL TO REMAIN <br />Ill NEW 2X4 STUD WALL <br />- - <br />- <br />EXISTING FOOTING <br />NEW CONCRETE FOOTING <br />0 <br />(N) 4X4 POST <br />3.1 W/ HDU2 <br />(N) 4X4 POST <br />3.1 W/ HDU2 <br />(N) 4X6 POST <br />3.1 W/ HDU2 <br />(N) 4X4 POST <br />3.1 W/ HDU2 <br />(N) 4X4 POST <br />W/ HDU2 <br />4X4 POST <br />HDU2 <br />?4"X12" <br />;RETE PAD <br />,4) #4 EACH <br />BOTTOM MAT <br />(N) 6X6 POST <br />(N) 4X4 POST <br />(N) 4X4 <br />POST <br />(N) 4X6 <br />POST <br />(N) 4X4 POST <br />(N) 4X4 POST <br />(N) 4X6 <br />POST <br />(N) 4X4 POST <br />(N) 4X4 POST <br />4X6 PO 651P, <br />POST <br />(N) 4X4 POST <br />(N) 4X4 <br />POST <br />- - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - 7 <br />(N) 4X4 POST <br />4X4 <br />S5.0 POST <br />ST <br />\�F SW \Q <br />J � I I 9 (N) 4X6 <br />POST <br />7 6 �v <br />S5.0 S5.0 <br />I ^ II I I (N) 4X4 POST <br />� I cow - T _j "I <br />I N <br />I I I r` I <br />r2 S5.0 S5.0 <br />I <br />IM <br />(E) RR I (E) RR ` I (E) RR I `I <br />(N) CJ I (N) CJ (N) CJ of <br />X <br />I z S6.0 z I <br />III m m (N) 4X4 POST <br />TYP" ! r. l 2 �� <br />v v' I <br />�(N) 04 POST <br />I <br />I <br />I <br />I <br />ROOF <br />\S6.p DIAPHRAGM, <br />TYP <br />ADU ROOF FRAMING PLAN <br />3/8" = 1'-0" <br />(N) 4X4 <br />POST <br />(N) 6X6 <br />PRESSURE <br />TREATED <br />POST <br />BEAM <br />AND JOIST SCHEDULE <br />BEAM OR JOIST <br />DESCRIPTION <br />(N) CJ <br />NEW 2X4 ® 16" O.C. TO MATCH E-CJ <br />(N) RR <br />NEW 2X6 ® 16" O.C. TO MATCH E-RR <br />(N) BM-1 <br />NEW 3.5"X 9.5" PARALLAM PSL GRADE 2.2E <br />(N) BM-2 <br />NEW 3.5"X 9.5" PARALLAM PSL GRADE 2.2E <br />(N) BM-3 <br />NEW 3.5"X 11.25" PARALLAM PSL GRADE 2.2E <br />(N) HIP <br />NEW 2-2X6 HIP BOARD TO MATCH E-HIP <br />(N) VALLEY <br />NEW 2-2X6 HIP BOARD TO MATCH E-VALLEY <br />Special Inspiection Program and Designation nl' <br />Special Inspectors <br />SPECIAL INSPECTIONS <br />(Only checked items are required) <br />INSPECTION ITEMS <br />SPECIAL INSPECTORS(S) <br />NAME, PROM NUMBER REGISTRATION P <br />Concrete {Design Mix, Farm V'rark. Placement. etc., per tatale 1705.3) <br />Erection of Pre -Cast Concrete Mernbers <br />Bolts Installed in Concrete <br />Reinforcing Steel and Pre -Stressing Steel Tendons <br />Structural VWeldingrRebar Y4elding <br />High -Strength &alai nglMlaterial ttlerificatiorl <br />Steel Frame Jo nt ❑eta.ils <br />All iMasonry Construction <br />Sprayed Fire -Resistive Materials <br />Shotcretle (Curing Temperature, Design Mix, Placement, Strength <br />etc- per tshfe 1705.3 <br />Soils (Excavation, Fill etc. W table 1705.16 <br />Smoke-ControlSystern <br />I❑riven Piles per Table 1705.7 <br />Cast in Place Piles per Table 1705_8 <br />Mastic and Intumescent Fire -Resistant Coatings <br />Exterior Insulation and Finish Systems (EIFS) <br />VYDcd for H h-Lam Diaphragms <br />z others wood she6t xalls wbv--.rr fastener zeroing off sheatbi. g is equil <br />or lrza than `r" <br />Others <br />Others <br />DECLARATION BY OWNER OR ARCIIITECT�ENGINEER OF RECORD: <br />I, the y; Owner Engineer -ar Architect cf record, declare thatthe above listed Special lnspecterl(s) istare hired by me. <br />Fmd Ghobrial <br />Print Narnne <br />6G1 N. Ross. Street, Santa,Ana. CA 92701 <br />P.O. Box 4048, Santa Poa. CIA 92702 48 <br />Signer rye <br />11 a 1212025 <br />Date <br />wvmr.ahl i aaaxks. ern <br />714.667.8813111 rnyOCeServices.oq�w.cont <br />Structural Observation Report Form <br />STRUCTURAL OBSERVATION means the visual observation of the structural system, for general <br />c onfoFinallce tv the approved plans and specifickons. at significant construction stages and at <br />completion of the structural system. Structural observation does not include or waive the responsibility for <br />the inspections required by Section 110, 1704 or other sac: ions of the Cade. <br />Report No. <br />This report includes all construction work through days of , 20 Page No_ of - <br />PROJECT ADDRESS: <br />STRUCTURAL CrBSERVER OF <br />SOR PHOME ND.: <br />1322 rer A ST, <br />RECORD (EOR}: <br />wilding Permit No.: <br />Struchnrel Observstion <br />Gbserver Professional UcAieg. <br />Observer Phnne No- <br />-performed bar: <br />No. <br />«:a:�l*�ar��::�e•�r��:�r���a����Laals�s��E•�::Ea i:�•���:I:E��r���ali-� <br />PORTION <br />FOUNDATION <br />WALL <br />FRAME'S <br />FLOOR <br />OBSERVED, IF NOT <br />V4'H OL.E <br />Footing, Stem VYalls <br />❑ <br />❑ Steer WmenI <br />❑ Concrete <br />Gnrrcrers <br />Frame <br />❑ Mat Foundation <br />❑ <br />❑ SteA Braced Frame <br />❑ Steel. <br />MasEmry <br />Deck <br />❑ Caisson. Pries. Grade <br />® Wood <br />❑ Concrete Moment <br />❑ Wood <br />BCOM <br />Frame <br />❑ Retaining Foundation <br />❑ Other: <br />❑ Masonry'dwrilr <br />❑ Othem- <br />Hills-ide Special Anchors <br />Frame <br />❑ Others. <br />❑ Cuers: <br />Remarks -- <br />I DECLARE THAT THE FOLLOW114G ARE TRUE TO THE LEST OF MY KNOWLEDGE: <br />1- 1 alm the engineer or architect retained by the kmcter to be in responsible charge for <br />Me structural cbsaervation in aocondence wish the requirements of the County of <br />Orange.. <br />2. 1. or another Engineer or Archaect who I have designated above and is under my <br />responsible charge, has performed the required site visit at each signffr-ant <br />construrxion stage to verify if the st ucture is in general conformance Wth <br />approved plans and speciftarions: <br />SIGNATURE DATE <br />110 N. Flamer Street Santa Arta, CA 92703 <br />P.O. Box 4048, Santa Ana, MCA 827024D48 <br />Revised =17 <br />m <br />S7f UUP OF STRUCTURAL <br />OBSFaVER OF RECORD <br />vr%w.acpubiicmy*_s.com <br />P: 714.15BTUN I R 714_ti97.757s '5 <br />kxpCuslxxrwrCa.rew.vccgay.=n <br />PLAN NOTES: <br />1. FOR GENERAL, AND MATERIAL NOTES, SEE SHEET S0.0. <br />2. FOR SYMBOL LEGEND, AND ABBREVIATION, SEE SHEET S0.0. <br />3. CONTRACTOR SHALL VERIFY EXISTING FOUNDATION SHOWN AND NOTIFY <br />ENGINEER IF ANY DISCREPANCIES. <br />4. CONTRACTOR SHALL PROVIDE PROPER SHORING BEFORE ANY DEMOLITION. <br />5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND DIMENSIONS BEFORE <br />ORDERING ANY MATERIALS. <br />6. ALL PLANS ARE USED FOR CITY PERMIT ONLY AND SHALL NOT BE USED FOR <br />CONSTRUCTION UNLESS PERMIT IS ISSUED. <br />OR pnv I C <br />T <br />EXCEPT TIE LORD BUILD THE NOUSE. <br />THEY LABOR IN VAIN TNAT BUILD IT <br />M ter Ib51 NPH W, S0111 210 <br />CORONA, C A 128N <br />Date': lei, ( fl5bo-1385 <br />cogiDeeriol solutioos,iDfo@gmoil.com <br />Drawings and written material appearing herein constitute <br />original and unpublished work of IS Egineering Solutions and <br />may not be duplicated used or disclosed without written <br />consent of IS Engineering Solutions. <br />Q�'OVESS/0/v <br />c <br />w George F Endrawes m <br />C91685 <br />PROJECT: <br />GARAGE CONVERSION <br />TO ADUs <br />PROJECT ADDRESS: <br />1313 N SPURGEON ST. UNIT A-H, <br />SAN TA AN A, CA 92701 <br />1322 FRENCH ST, <br />SAN TA AN A, CA 92701 <br />No. Date Issue <br />Project No. 282023 <br />scale NOTED <br />Drawing T i t l e-4DU FOUND.& FRAMING PLAN <br />DESIGNED BY: G.E. <br />CHECKED BY: <br />DATE: <br />11/12/2025 <br />Drawing No <br />S2,,O <br />