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INDICATES (E) STUD WALL <br />INDICATES (E) 2X FLOOR JOISTS (V.I.F.) <br />(N) 4X STUD WOOD WALL <br />INDICATES (E) CONTINUOUS FOOTING (V.I.F.) <br />GB-1 <br />INDICATES (N) 24" WIDE X 24" DEEP GRADE BEAM <br />W/ 4-#7 TOP & BOTTOM & #3 TIES @ 8" O.C. <br />& @ 4" O.C. FOR CLOSE TIE REGION. <br />F'C =3000 PSI, FY=60000 PSI <br />INDICATES (N) 12" DEEP PAD FOOTING PER PLAN <br />W/ #5 @ 9" @ BOTTOM E.W. (U.N.O.) <br />INDICATES (E) PAD FOOTING <br />MIN. 12" DEEP PER PLAN (V.I.F.) <br />ENGINEER'S ATTENTION TO ADDRESS THE ACTUAL SITE CONDITION. <br />B) CONTRACTOR TO FIELD VERIFY ALL FRAMING CONDITIONS PRIOR TO <br />ORDERING MATERIALS & INSTALLING FRAMING MEMBERS. ALL <br />DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE <br />STRUCTURAL ENGINEER FOR RECOMMENDATIONS. <br /> NOTES: <br />FOUNDATION PLAN & DETAILS ARE GENERATED BASED ON VISUAL <br />INSPECTION & MEASUREMENT OF BUILDING CONTRACTOR MUST FIELD <br />VERIFY ALL EXISTING FOOTINGS & OTHER STRUCTURAL MEMBERS <br />& DETAILS SHOWN ON PLANS: <br />A) IF SITE CONDITION DIFFERS FROM THE PROPOSED FRAMING AS <br />SHOWN, SUCH CONDITION SHALL BROUGHT UP TO THE STRUCTURAL <br />C) IF ANY WALL WITH PLYWOOD ARE DISCOVERED DURING DEMOLITION, <br />CONTRACTOR IS TO CONTACT THE STRUCTURAL ENGINEER <br />IMMEDIATELY FOR RECOMMENDATIONS. <br />D) CONTRACTOR TO FIELD VERIFY SITE CONDITIONS & DIMENSIONS <br />PRIOR INSTALLATION. DESCREPANCIES SHALL BE BROUGHT TO THE <br />ATTENTION OF THE STRUCTURAL ENGINEER FOR RECOMMENDATIONS. <br />E) FIELD WELDING TO BE DONE BY WELDERS CERTIFIED BY THE LADBS <br />FOR (STRUCTURAL STEEL) (REINFORCING STEEL) <br />CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED. <br />F) LADBS LICENSED FABRICATOR IS REQUIRED FOR (STRUCTURAL STEEL) <br />G) CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF WIND OR <br />SEISMIC FORCE RESISTING SYSTEM/COMPONENT LISTED IN THE <br />"STATEMENT OF SPECIAL INSPECTION" SHALL SUBMIT A WRITTEN <br />STATEMENT OF RESPONSIBILITY TO THE LADBS INSPECTORS AND <br />THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON SUCH <br />SYSTEM OR COMPONENT PER SeC. 1709.1 <br />H) CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY <br />INSPECTOR IS REQUIRED FOR FIELD WELDING, CONCRETE <br />STRENGTH f'c>2500 psi. HIGH STRENGTH BOLTING, SPRAYED ON <br />FIREPROOFING, ENGINEERED MASONRY, HIGH LIFT GROUTING, PRE- <br />STRESSED CONCRETE, HIGH LOAD DIAPHRAGMS AND SPECIAL <br />MOMENT-RESISTING CONCRETE FRAMES. <br />I) IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOIL <br />INVESTIGATION REPORT MAY BE REQUIRED. <br />J) CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING DESIGN BY <br />REGISTERED DESIGN ENGINEER. <br />K) TEMPORARY SHORING NOT TO BE REMOVED UNTIL NEW FOUNDATION <br />IS CAPABLE OF TAKE GRAVITY LOADS. <br />L) GAS PIPES NOT ALLOWED IN GRADE BEAM UNLESS APPROVAL IS <br />OBTAINED FROM GAS COMPANY. <br />FOUNDATION PLAN NORTH <br />FIRST FLOOR FRAMING PLAN NORTH <br />SHEET TITLE: <br />SHEET NUMBER: <br />REVISIONS: <br />SUBMITTAL: <br />PLAN CHECK SUBMITTAL <br />NOV.2023 <br />SCALE:1/16"=1'-0" <br />RETROFIT1 <br />19326 VENTURA BLVD. <br />TARZANA, CA 91356 <br />TEL:(844) 473-8761 <br />UP <br />UPUP <br /> (E) TWO STORY <br />APARTMENT BUILDING <br /> (NO WORK) <br /> (E) TWO STORY <br />APARTMENT BUILDING <br /> INTERIOR N.I.C. <br />UP <br />UPUP <br /> (E) TWO STORY <br />APARTMENT BUILDING <br /> (NO WORK) <br /> (E) TWO STORY <br />APARTMENT BUILDING <br /> INTERIOR N.I.C. <br />GB-1GB-1 <br />1003 W Bishop St - <br />1011187895/29/2024