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IS
<br />ninui
<br />genFy I
<br />EXISTING STRUCTURAL
<br />CONCRETE SLAB BELOW
<br />ADD SHEATHING
<br />ON BOTH SIDES
<br />(N) 4X6 POST
<br />WITH HD5B TO
<br />STRUCT. SLAB
<br />BELOW, TYP
<br />(E) POST 7
<br />TO REMAIN SW 1
<br />' S3.1
<br />1
<br />-----------
<br />(E) POST 1
<br />TO REMAIN
<br />(E) POST SW 1 (E) POST
<br />® WITH HD-5 TO TO REMAIN
<br />STRUCT. SLAB
<br />BELOW, TYP
<br />4 (E) CONCRETE
<br />E POST WALL BELOW
<br />TO REMAIN S3.0
<br />---------------------------- z -----------------
<br />- — -r ,- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -r
<br />I I I
<br />I I I
<br />I I I
<br />I I I
<br />(E) POST
<br />TO REMAIN TYP
<br />I s3.o I
<br />I I
<br />I
<br />I I I
<br />I
<br />I
<br />(E) CONCRETE
<br />r I II PAD TO REMAIN
<br />(E) POST J (E) POST -
<br />TO REMAIN TO REMAIN
<br />(EXISTING SLAB ON GRADE) �-
<br />APPLY REDGARD EPDXY WATERPROOFING
<br />COAT (ESR-1413) ON ALL EXISTING SLAB
<br />`�- PER MANUFACTURER REQUIREMENTS
<br />POST (E) POST -
<br />REMAIN TO REMAIN
<br />7 (E) POST
<br />TO REMAIN
<br />BUILDING-4 ENLARGED
<br />FOUNDATION PLAN (TYPICAL UNIT
<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 />3/8" = 1'-0"
<br />LEGEND:
<br />EXISTING 2X STUD WALL TO REMAIN
<br />NEW 2X STUD WALL
<br />- - - EXISTING FOOTING
<br />I
<br />I
<br />I
<br />(N) 4X6
<br />POST
<br />(E) POST
<br />TO REMAIN
<br />\ \ (E) POST
<br />\ TO REMAIN /
<br />\ / I__I
<br />(E) POST
<br />TO REMAIN
<br />(E) POST
<br />TO REMAIAI
<br />BEAM
<br />�I0
<br />_
<br />z�
<br />-----
<br />-L ----J
<br />(E) POST \— (E) POST
<br />TO REMAIN TO REMAIN
<br />ADD SHEATHING
<br />ON BOTH SIDES
<br />F�— (E) POST S510 SW 1 F_
<br />In
<br />U TO REMAIN ,_ U
<br />1 MST48 —
<br />(E) HDR — — — — — — — — — (N) 4X12 DFL
<br />1 MST48
<br />E POST SW 1
<br />W/ MST48 5.0
<br />10 TO REMAIN \
<br />TO REMAIN (N) 4X6 POST S10
<br />U_
<br />1J
<br />I
<br />W
<br />—(E) BEAM — — — —
<br />OW
<br />(E) POST (E) POST
<br />—
<br />TO REMAIN TO REMAIN
<br />------
<br />(N) HDR I (N) IHDR�
<br />I I I I I I /)''��
<br />L
<br />=_L1_
<br />_
<br />LF ---�
<br />II
<br />II
<br />II
<br />n II
<br />I I I I I
<br />I I I
<br />0
<br />L� -----
<br />n,
<br />(E) HDR
<br />II � II
<br />(E) POST
<br />TO REMAIN
<br />BUILDING-4 ENLARGED.
<br />2ND FLOOR FRAMING PLAN (TYPICAL UNIT
<br />3/8" = 1'-0"
<br />,0 (N) 4X6 POST
<br />(E) POST
<br />TO REMAIN
<br />PubficWork
<br />Special Inspection Program and Designation oI e ,
<br />Special Inspectors
<br />SPECIAL INSPECTIONS
<br />(Only checked items are reguiredp
<br />INSPECTION ITEMS
<br />SPECIAL INSPECTORS(S)
<br />NA111E, PHDRE NUMBER REGISTRATIC14 4
<br />Concrete (Design Mix. Farm WoFk. Placement, etc-, per table 1705-3)
<br />Erection of Pre -Cast Concrete Members
<br />Malts Installed in Concrete
<br />:: reinforcing Steel and Pre-S�essing 5te,el Tendons
<br />Structural Wekting.'Rebar Welding
<br />High -Strength Bolfing!Material Verification
<br />Steel Frame Joint Details
<br />All 'Masonry Construction
<br />S waged Fire -Resistive Materials
<br />Stlotcrete ICtmrig Temperature, design Mix, Placemena Strength
<br />etc. pertable 1705.3
<br />Soils Excavadon Fill, etG- per table 1705.5)
<br />Smoke -Control System
<br />Driven Piles per Table 170-7
<br />Cant in Place Piles per TaNe 1705.8
<br />Mastic arvd Intumescent Fire -Resistant Coatings
<br />Exterior Insulation and Finish S gems fEIFSI
<br />Wood for High -Load Diaphragms
<br />M/Otthers Derive =cbaxs i=tsdled in hex��ed ron�csete �rtra
<br />y IDthers NV d shies vs:A3 wlaa_-e E6 to NG= spacing O;E sbcathi iq iL ecraLl
<br />oz La55 than 4"
<br />.: Others
<br />:. Others
<br />DECLARATION BY OWNER OR ARCHITECT!ENGI.NEER OF RECORD:
<br />I, the r Owner En ineer ar Architect of recamd, declare that the above :listed Special Irrspectorts) mare hired by me-
<br />Emad Ghobrial �� r 4'�d 11l1212025
<br />Print Name Signatl6re date
<br />dill N- Rass Strr M terra Ara, CA 92701 +�•�. licutixks.v©m
<br />P.Q. Box 4048. Santa Ara. CA927g2 n�a 71.4.N7.88138 I rn rXeServtces. ocgov.o=
<br />PublicWorks
<br />Structural Observation Report Forms
<br />STRUCTURAL OBSERVATION means the visual observation of the structural system, for general
<br />conformance to the approved plans and specifcatiGns, at significant construction stages and at
<br />earn pletion of the structural system. Structural observation does not include or wraive the responsibility for
<br />the inspections required by Sec�ion 110, 17CL4 or other sections of the Code.
<br />Report Nc?.
<br />This report includes all constructions %vork through days of , 20-- Page No. of
<br />PROJECT ADDRESS:
<br />STRUCTURAL OBSERVER OF
<br />SOR PHONE NO.:
<br />1313 t1 SP=061 ST. UNIT A-H,
<br />RECORD (SCR1:
<br />&wilding Permit No.:
<br />Stme-Ural Observation
<br />Dbserver Professional UrJReg.
<br />Dbrierver Phone Mo-_
<br />performed by:
<br />No-:
<br />OBSERVEI) STRUCTURAL ELEMENTS ,AND- THEIR CONNECTIONS
<br />PORTION
<br />FOUNDATION
<br />'1hlIALL
<br />FRAMES
<br />FLOOR
<br />OBSERVED, IF NOT
<br />WHOLE
<br />® Footing, Stern Walls
<br />❑
<br />❑ Steel Moment
<br />❑ Concrete
<br />Ccrx-rQ a
<br />Frame
<br />❑ Mat Foundation
<br />❑
<br />❑ Steeli graced Frame
<br />❑ Steel
<br />Masonry
<br />D L. CA
<br />❑ Caisson, Piles, Grade
<br />[K Wooaf
<br />❑ Concrete Marnenuut
<br />❑ Wood
<br />Beams
<br />Frame
<br />❑ Retaining Foundation
<br />❑ C1her:
<br />❑ hiam my Wall)
<br />❑ Others:
<br />Hillside Special Anc&pors
<br />Frame
<br />❑ O
<br />Hrers: ❑Others:
<br />Remarks:
<br />I DECLARE THAT THE FDLL{!WING ARE TRt1 E TO THE 13EST OF MY KNOWLEDGE-
<br />1 . I am the engineer or aro h4ect retained by thre o%rer to be in responsible charge for
<br />the structural observation in aomrden a �AM the requirements of the County of
<br />Grange.
<br />2. I, or another Engineer or Arohitect who I have designated above and is under my
<br />responsible- charge, has performed the required site visits at each significant
<br />construcnon stage to uenty if the str,rchure is in general conformance with
<br />approved plans and speocficarbons;
<br />SIGNATURE DATE
<br />3t1r1 N- FIayer Street. Santa Ana, CA 0M3
<br />P.O. Box 4M8, Sarvta Ana, CA 027M24W
<br />Revised MM17
<br />STD OF STRUC MMAL
<br />OBSERVER of RECORD
<br />w%%w_ oTu bliewo rks- craw
<br />P: 714.N7.B&M I F: 714,667.7675
<br />ecpC ustrxrtierC:are Cprtir-ar�v- cmmr
<br />Oftff
<br />0113 PM C
<br />r7T'
<br />[:
<br />EXCEPT TIE LORD BUILD THE NOUSE.
<br />THEY LABOR 11 VAIN TNAT BUILD IT
<br />Miwtei 651 NPH W, S0111 210
<br />CORONA, C A 128N
<br />D t : lei, (909 M-1385
<br />eogifleeriopolufioos,iDfo@gmoiI.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�OVESSIONq�
<br />F�
<br />,Ac
<br />w George F Endrawes m
<br />Of 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 />D r a w i n g T i t I e8LD-4 ENLA. FOUND.&FRAMING PLN
<br />DESIGNED BY: G.E.
<br />CHECKED BY:
<br />DATE:
<br />11/12/2025
<br />Drawing No
<br />S1
<br />0
<br />0
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