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GENERAL FOUNDATIONS SPECIAL INSPECTIONS 1. ALL DIMENSIONS ARE TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR FOUNDATION WORK TO BE DONE PER 2022 CBC CHAPTER 18. THIRD—PARTY SPECIAL INSPECTIONS SHALL BE REQUIRED FOR THE FOLLOWING TO COMMENCING WORK OR FABRICATION. IF ANY CONDITION EXISTS NOT PER 2022 CBC CHAPTER 17: AS SHOWN ON THE DRAWINGS THE ENGINEER SHALL BE NOTIFIED FOUNDATION DESIGN FOR THIS PROJECT IS BASED ON: IMMEDIATELY. —ASSUMED BEARING CAPACITY OF 1500 PSF PER CBC TABLE 1806.2 [ ] CO RETE 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE —ASSUMED EXPANSION INDEX OF LESS THAN 20 [ EXCEPTION — NOT NEEDED — 2500 PSI CONCRETE OVER SCALED DRAWINGS. VERIFY DIMENSIONS AND MEASUREMENTS AT SITE. —ASSUMED SOIL SITE CLASS D [ V J EXCEPTION — NOT NEEDED — NON—STRUCTURAL SLAB 3. THE CONTRACTOR WILL HOLD HARMLESS, INDEMNIFY AND DEFEND THE —ASSUMED PASSIVE RESISTANCE OF 100 PCF OWNER, THE ENGINEER, HIS CONSULTANTS, AND EACH OF THEIR OFFICERS, —ASSUMED SOIL FRICTION COEFFICIENT OF 0.25 [ POST—INSTALLED ANCHOR BOLTS IN CONCRETE EMPLOYEES AND AGENTS, FROM ANY AND ALL LIABILITY CLAIMS, LOSSES OR —WATER TABLE ASSUMED TO BE WELL BELOW THE FOUNDATION DAMAGE ARISING OR ALLEGED TO ARISE FROM THE PERFORMANCE OF THE [ ] STRUCTURAL MASONRY WORK DESCRIBED HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE IF THE SOIL CONDITIONS ARE NOT EQUAL TO OR BETTER THAN THE OWNER, ENGINEER, HIS CONSULTANTS, AND EACH OF THEIR OFFICERS, ASSUMPTIONS ABOVE, THE CURRENT DESIGN WILL BE VOID AND THE OWNER EMPLOYEES AND AGENTS. AND/OR CONTRACTOR SHALL CONSULT THE LOCAL BUILDING DEPARTMENT [ ] CAISSON — CONTINUOUS INSPECTION 4. ALL WORK SHALL BE PERFORMED BY LICENSED CONTRACTOR(S) USING WHETHER A GEOTECHNICAL INVESTIGATION SHALL BE PERFORMED. DEEP FOUNDATIONS MATERIALS AND METHODS IN ACCORDANCE WITH APPLICABLE SECTIONS OF [ ] THE INTERNATIONAL BUILDING CODE (IBC) 2021 EDITION, 2022 CALIFORNIA IF A GEOTECHNICAL INVESTIGATION IS NEEDED, THE ENGINEER OF RECORD BUILDING CODE (CBC), LOCAL CODES AND ORDINANCES. REPORT ALL SHALL BE NOTIFIED IMMEDIATELY. [ ] STRUCTURAL STEEL DISCREPANCIES TO THE DESIGNER IMMEDIATELY. [ ] WOOD — HIGH—LOAD DIAPHRAGM 0 SCALE BAR 5. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, 1" THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR 01 25mm THE CONDITIONS AT THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS [ ] PRESTRESSED STEEL TENDONS IF THIS BAR IS NOT AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT AS SHOWN, ADJUST WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING [ V J STRUCTURAL FIELD WELDING, IF USED SCALES ACCORDINGLY HOURS. 6. ANY CHANGES TO THE APPROVED SET OF PLANS WITHOUT NOTIFYING THE [ V/J HIGH—STRENGTH BOLTING, IF USED 2025 COPYRIGHT BY ENGINEER PRIOR TO SUCH CHANGES ABSOLVES SAID ENGINEER FROM ANY JTOSTE ENGINEERING AND ALL RESPONSIBILITY WITH RESPECT TO THE LIABILITY, DAMAGE OR THIS DRAWING AND/OR EXTRA WORK RESULTING FROM SAID CHANGES. DOCUMENT SHALL NOT BE ALTERED, REPRODUCED, STRUCTURAL STEEL CHANGED, TRANSFERRED, GRADING WR cTENoPIECo SET FROM SEE STEEL BUILDING PLANS. JTOSTE ENGINEERING. 1. IF EXPANSIVE CLAY SOIL CONDITIONS EXIST, THE CONTRACTOR MUST UNAUTHORIZED USE OF CONSULT WITH A SOILS ENGINEER FOR SUBGRADE REQUIREMENTS AND THIS DRAWING AND/OR COORDINATE EARTHMOVING OPERATIONS TO ENSURE THAT APPROVED DOCUMENT BY A THIRD SUBGRADE MATERIALS ARE RESERVED IN SUFFICIENT QUANTITIES TO DRAINAGE PARTY WILL HOLD JTOSTE ACCOMMODATE CONCRETE FOOTINGS AND SLABS. ENGINEERING HARMLESS. 2. ALL CONCRETE FOOTINGS AND SLABS SHALL BEAR UPON AND/OR ALL STORMWATER TO BE RETAINED ON SITE AND DRAINED TO THE EXISTING PENETRATE INTO UNDISTURBED SOIL OR COMPACTED SOIL: EACH SOIL SHALL OPEN GROUND. HAVE A MINIMUM IN—PLACE DENSITY OF 90% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AT THE PROJECT SITE. 3. PROVISIONS SHALL BE MADE FOR THE CONTROL AND DRAINAGE OF SURFACE WATER AROUND BUILDINGS. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF 2% TO 5% FOR A MINIMUM DISTANCE OF TEN FEET MEASURED Knowwhays below. PERPENDICULAR TO THE FACE OF THE WALL OR AN APPROVED ALTERNATE Call before you dig. METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION SHALL BE USED. THE PROCEDURE USED TO ESTABLISH THE FINAL GROUND LEVEL ADJACENT TO THE FOUNDATION SHALL ACCOUNT FOR ADDITIONAL SETTLEMENT OF THE BACKFILL. 4. EXCAVATION AND GRADING TO BE DONE PER 2022 CBC, APPENDIX CHAPTER J. H cf) W c/) Z LU PLUMBING w O NO PLUMBING PROPOSED FOR THIS PROJECT. z > rn o0 w < Ln �a Uc) U � pi�i I � N LiJQxzQ .q- p 0 Ujj U (0 � O xCDQU � I � .'d- � QU � U �p � J Q O CD 00 a LD REINFORCING STEEL L9 N SEE STEEL BUILDING PLANS. w Z PO 0000 Uj U LO LqWCD W WN CONCRETE w W SEE STEEL BUILDING PLANS. Z U M w O 0 U k9 O C3 01F Z W Z W � W LW O O A w II � . � Z Ma �o0,0F E SS/oAl �P�,BERTOT Fyn, W o 01 No. 77,3 j r i ELECTRICAL f. . �qT� of I \ca NO ELECTRICAL PROPOSED FOR THIS PROJECT. SIGNED: 6-29-2025 SHEET 2 2 OF 11