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3009 S Daimler St - Plan
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6/6/2025 1:19:17 PM
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6/6/2025 1:18:24 PM
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20183770
40139420
101120498
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3009 S Daimler St
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TYPICAL CARBON STEEL ANCHOR INSTALLATION DESIGN AND TEST VALUES <br />BOLT DIAMETER <br />MIN. EMBEDMENT <br />MIN. HOLE DEPTH <br />3/8" <br />2" <br />2 5/8" <br />MIN MEMBER THICKNESS 4" <br />INSTALLATION TORQUE 25 FT-LBS <br />1/2" <br />2" <br />2 5/8" <br />4" <br />5/8" <br />3 1/8" <br />3 7/8" <br />5" <br />3/4" <br />3 3/4" <br />4 5/8" <br />6" <br />3 1/4" <br />4" <br />6" <br />4" <br />4 3/4" <br />6" <br />4 3/4" <br />5 3/4" <br />8" <br />40 FT-LBS 60 FT-LBS 110 FT-LBS <br />ANCHOR AT WALL OR SLAB <br />EMBEDMENT <br />1" MIN HOLE DEPTH <br />USE STEEL <br />PIECE AS <br />TEMPLATE <br />ANCHOR RELOCATION DETAIL <br />1 1/4" MIN <br />RELOCATE HOLE <br />SLIGHTLY 1/4 <br />1/4 OPPOSITE <br />EDGES <br />EDGE OF STEEL PLATE <br />3" SQx1/4" PLATE <br />NOTE: <br />RELOCATE BOLT IF REQ'D <br />TO CLR REINF STEEL <br />CONC <br />UNLESS NOTED/ REFERENCED ON THE <br />DETAILS/DRAWINGS, THIS DETAIL CAN NOT <br />BE USED TO REPLACE CAST-IN-PLACE <br />ANCHORS WITHOUT PRIOR APPROVAL OF <br />THE STRUCTURAL ENGINEER. <br />INSTALLATION: <br />1. ALLOWABLE WEDGE ANCHOR TYPES: PER PRODUCT SCHEDULE. <br />2. UNO INSTALL ANCHORS PER MANUFACTURER'S RECOMMENDED SPECIFICATIONS. <br />3. THE TABULATED INSTALLATION AND TEST VALUES PERTAIN TO USE IN HARDROCK CONCRETE, LIGHT-WEIGHT <br />CONCRETE AND CONCRETE FILL OVER METAL DECK. CONCRETE FILL OVER METAL DECK SHALL CONSIST OF 20GA. <br />MIN. METAL DECK WITH EITHER HARD ROCK OR LIGHT WEIGHT CONCRETE. CONCRETE SHALL HAVE A MINIMUM <br />STRENGTH OF 3000 PSI. <br />4. WHEN INSTALLING DRILLED-IN ANCHORS IN NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION <br />TO AVOID CUTTING OR DAMAGING THE REINFORCING BARS OR OTHER EMBEDDED ITEMS SUCH AS <br />ELECTRICAL/TELECOMMUNICATIONS CONDUIT AND GAS LINES. WHEN INSTALLING DRILLED-IN ANCHORS INTO <br />PRESTRESSED CONCRETE (PRE OR-POST-TENSIONED). LOCATE TENDONS DURING INSTALLATION. MAINTAIN A <br />MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR. <br />5. DRILLED EXPANSION TYPE ANCHOR BOLTS SHALL BE USED ONLY WHERE DETAILED OR FOR ATTACHMENT OF MECH, <br />ELEC, OR MISC ACCESSORIES OR EQUIPMENT TO THE STRUCTURE. <br />6. WHERE EDGE DISTANCE AND SPACING IS NOT SHOWN ON DETAILS, REFER ICC ESR REPORT FOR MINIMUM VALUES. <br />EQEQ <br />LAP <br />18" MIN <br />SAWCUT AND REMOVE EXISTING <br />SLAB AS REQUIRED FOR <br />INSTALLATION OF UTILITY LINES <br />(E)SOG <br />CONCRETE SLAB SEE NOTE 5 <br />4" <br /> <br />M <br />I <br />N <br />SEE NOTE 4 <br />UTILITY LINE <br />AS REQUIRED <br />NOTES: <br />1. VERIFY IN FIELD ALL (E)INFORMATION. <br />2. SAW-CUTTING SHALL BE AVOIDED NEAR ANY OF THE (E)PAD FOOTINGS, GRADE BEAMS AND CONT FOOTINGS. <br />3. WHERE REPLACEMENT OF WATERPROOFING IS REQUIRED BELOW THE SLAB ON GRADE, SAW CUT AN <br />ADDITIONAL WIDTH OF SLAB ON GRADE AS REQUIRED WITHOUT DAMAGING THE EXISTING WATERPROOFING. <br />4. BACKFILL WITH CONTROLLED COMPACTED FILL OR LEAN CONCRETE AT CONTRACTOR'S OPTION OR PER <br />RECOMMENDATIONS FROM GEOTECHNICAL REPORT IF AVAILABLE. <br />5. REBAR TO MATCH (E)SIZE AND SPACING IN BOTH DIRECTIONS (#4@18"OC MIN). HOOK BARS WHERE LAP CANNOT <br />BE ACHIEVED. INSTALL REBAR IN EPOXY ADHESIVE PER TYPICAL EPOXY DETAIL. SPECIAL INSPECTION IS NOT <br />REQUIRED UNLESS NOTED ON THE PLANS. <br />6. FOR ANY SLAB ON GRADE SAW-CUTTING THAT IS NOT SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL <br />SUBMIT SHOP DRAWINGS TO THE ARCHITECT SHOWING LOCATION, WIDTH, DEPTH AND LENGTH OF TRENCH <br />PRIOR TO CUTTING THE SLAB. SIZE OF TRENCH WILL BE AS REQ'D BY ELECTRICAL OR PLUMBING. <br />2" <br />NEW OPENING IN EXISTING <br />SLAB OR WALL. REFER TO <br />ARCH DWGS FOR DIMENSIONS <br />CORE 4" DIA HOLE BEFORE <br />SAWCUTTING OPENING(TYP 4 <br />CORNERS) <br />PLAN DETAIL SECTION <br />(E)FRAMED <br />SLAB OR WALL <br />LIMIT OF SAWCUT <br />(OVERCUTTING NOT <br />PERMITTED) <br />HAND CHIP TO FORM <br />NEAT CORNER IF REQ'D <br />NOTE: <br />UNLESS NOTED ON THE DWGS, THIS <br />DETAIL CAN NOT BE USED WITHOUT THE <br />APPROVAL OF ARCH & SEOR. <br />CUTTING <br />BLADE2" <br />PE <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />PER SCHEDPER SCHED <br />AL <br />L <br /> <br />A <br />R <br />O <br />U <br />N <br />D <br />1" <br /> <br />G <br />R <br />O <br />U <br />T <br />MASONRY CONCRETE ELEVATED SLAB OR <br />SLAB ON GRADE <br />HEADED STUD CAST IN PLACE ANCHORS <br />DIAMETER 1/4" <br />MIN EMBED UNO 2 1/2" <br />3/8" <br />3" <br />1/2" <br />4" <br />5/8" <br />4 1/2" <br />3/4" <br />5" <br />7/8" <br />6" <br />1" <br />7" <br />1 1/8" <br />8" <br />1 1/4" <br />9" <br />CAST IN PLACE ANCHOR NOTES: <br />1. ALL HORIZONTAL CAST IN PLACE ANCHORS SHALL BE HEADED STUDS <br />2. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF 2500 PSI <br />SLAB ONGRADE <br />BOTTOM OF EQUIPMENT <br />LEG W/ MOUNTING HOLES <br />ANCHOR PER SCHEDULE <br />13 <br />S1.1 <br />NOTE: <br />1. ANCHOR LAYOUT PER MANUFACTURER <br />2. DRILL OUT ANCHOR HOLE AS REQUIRED <br />ADIRECT CONNECTION <br />BRESTRAINT CONNECTION <br />SLAB ONGRADE <br />1 1/2" TYP <br />3/16 <br />ALT TO SMS <br />EQUIPMENT <br />L3x2x1/4x0'-3" (LLH) <br />AT EACH CORNER <br />(MIN 4 TOTAL) <br />(3)-#10 SMS ATTACHMENT <br />ANCHORAGE PER SCHEDULE <br />CANCHORAGE CONNECTION <br />SLAB ONGRADE <br />3" MAX <br />13 <br />S1.1 <br />1 1/2" TYP <br />1" <br /> <br />M <br />A <br />X <br />3/8" A36 PLATE <br />3/8" A36 PLATE <br />SLAB ONGRADE <br />1 1/2" TYP <br />ANCHORAGE PER SCHEDULE 13 <br />S1.1 <br />ANCHORAGE PER SCHEDULE 13 <br />S1.1 <br />1" MIN <br />3/16 1" <br />REBAR SIZE, <br />ASTM A615 <br />GRADE 60 <br />1/2" <br />5/8" <br />MIN HOLE <br />DIAM <br />#3 <br />#4 <br />3/4"#5 <br />1"#6 <br />MIN <br />DEPTH <br />DOWEL <br />NOTES: <br />1. ALLOWABLE EPOXY TYPES: HILTI RE 500 V3 (ICC ESR-3814), HILTI HIT-HY 200 (ICC ESR-3187) <br />2. UNO INSTALL PER MANUFACTURER'S RECOMMENDED SPECIFICATIONS. HOLE SHALL BE THOROUGHLY CLEANED <br />AND ANCHOR SHALL BE FREE OF ANY MATERIAL THAT SHALL IMPAIR BOND TO CONCRETE. <br />3. THE TABULATED INSTALLATION AND TEST VALUES PERTAIN TO USE IN HARDROCK CONCRETE WITH A MINIMUM <br />STRENGTH OF 3,000 PSI. <br />4. WHEN INSTALLING DRILLED-IN ANCHORS IN NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION <br />TO AVOID CUTTING OR DAMAGING THE REINFORCING BARS OR OTHER EMBEDDED ITEMS SUCH AS <br />ELECTRICAL/TELECOMMUNICATIONS CONDUIT AND GAS LINES. WHEN INSTALLING DRILL-IN ANCHORS INTO <br />PRESTRESSED CONCRETE (PRE OR POST-TENSIONED), LOCATE TENDONS DURING INSTALLATION BY USING A NON- <br />DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVOID CUTTING OR <br />DAMAGING THE TENDONS DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE <br />REINFORCEMENT AND THE DRILLED-IN ANCHOR. <br />5. DRILLED EPOXY ANCHORS SHALL BE USED ONLY WHERE DETAILED. <br />6. WHERE SPECIFIED ANCHOR EMBEDMENT DEPTH, SPACING OR EDGE DISTANCE CANNOT BE PROVIDED, NOTIFY <br />SEOR AND IOR PRIOR TO INSTALLATION. <br />7. SPECIAL INSPECTION REQUIRED PER CBC TABLE 1705.3. <br />8. INSTALLERS PLACING HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS ADHESIVE ANCHORS SHALL BE <br />CERTIFIED BY ACI OR APPROVED EQUIVALENT. <br />9. ALL TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE SPECIAL INSPECTOR OR INSPECTOR OF RECORD. <br />10. FOR LOCATIONS WHERE TENSION TEST VALUES ARE NOT SPECIFIED IN THE DRAWINGS, CONSULT WITH THE SEOR. <br />11. TESTING OF EPOXY DOWELS AT JOINTS BETWEEN NEW AND EXISTING SLABS-ON-GRADE OR #3 BARS AT CONCRETE <br />CURBS IS NOT REQUIRED. <br />12. EPOXY DOWELS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF ANCHOR <br />INSTALLATION. <br />3" <br />4" <br />6" <br />12" <br />2.8 KIPS <br />4.4 KIPS <br />5.8 KIPS <br />8.5 KIPS <br />(PER SCHEDULE) <br />MIN DIAM OF HOLE <br />(PER SCHEDULE) <br />MINIMUM DEPTH <br />OF HOLE <br />FACE OF <br />EXISTING CONC <br />SLOPED HOLE <br />WHERE INDICATED <br />NOTES: <br />UNLESS NOTED/ REFERENCED ON THE <br />DETAILS/DRAWINGS, EPOXY ANCHORS <br />SHALL NOT BE USED TO REPLACE <br />CAST-IN-PLACE ANCHORS. <br />(TYP) <br />22.5° <br />THREADED ROD <br />DIAMETER, <br />ASTM A36 <br />TENSION <br />TEST LOAD <br />MIN HOLE <br />DIAM <br />MIN <br />DEPTH <br />TENSION <br />TEST LOAD <br />#7 <br />#8 <br />#9 <br />1 1/8" <br />1 1/4" <br />1 3/8" <br />16" <br />18" <br />21" <br />5/8" <br />3/4" <br />7/8" <br />1/2" <br />1" <br />1 1/4" <br />8" <br />10" <br />11 1/4" <br />11.7 KIPS <br />13.8 KIPS <br />23.0 KIPS <br />9/16" <br />11/16" <br />13/16" <br />15/16" <br />3 1/2" <br />4 1/2" <br />6" <br />6 3/4" <br />2.5 KIPS <br />4.3 KIPS <br />5.8 KIPS <br />9.0 KIPS <br />1 1/16" <br />1 5/16" <br />11.5 KIPS <br />19.4 KIPS <br />22.9 KIPS <br />3/8" 7/16" <br />db <br />EPOXY <br />EQUIPMENT ANCHORAGE SCHEDULE <br />UNIT ANCHOR BOLTS <br />DIA x EMBED QUANTITY REFERENCES UNIT WEIGHT <br />UNIT 1/2"Ø3" (6) TOTAL 800 LBS <br />UNIT <br />UNIT <br />(6) TOTAL <br />(6) TOTAL <br />12 <br />S1.1 <br />12 <br />S1.1 <br />12 <br />S1.1 <br />800 LBS <br />800 LBS <br />NOTE: <br />1. CURBS, ISOLATORS AND ALL CONNECTION REQUIRED FOR GRAVITY <br />AND LATERAL RESTRAINT PER MECHANICAL/ELECTRICAL CONTRACTOR <br />SEE MECHANICAL/ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION <br />2. COORDINATE EXACT HEIGHT, WIDTH AND LOCATIONS OF EQUIPMENT AND <br />ANCHORS WITH MECHANICAL AND ELECTRICAL DRAWINGS <br />3. FOR ANCHORAGE SPECIFICATIONS REFER TO DETAILS THIS SHEET <br />NOTE: REFER TO MANUFACTURER CUT SHEETS FOR EXACT SPACING OF REQUIRED ANCHORS SHOWN IN TABLE ABOVE <br />13 <br />27 <br />84 <br />1/2"Ø3" <br />1/2"Ø3" <br />No. 6250 <br />FFOHSIB <br />RYANW. <br />REGISTEREDPROFESSIONALENGINEER <br />STRUCTURALSTATEOFCALIFORNIA <br />DATE: <br />FOR BRANDOW & JOHNSTON <br />STRUCTURAL+CIVIL ENGINEERS (B&J HBK, INC.) <br />3300 IRVINE AVE. SUITE 245 <br />NEWPORT BEACH, CALIFORNIA 92660 <br />T:(949)862-8500 WWW.BJSCE.COM <br />JOB#: <br />1 <br />7 <br /> <br />8 <br /> <br />8 <br /> <br />0 <br /> <br /> <br />S <br /> <br />k <br /> <br />y <br /> <br /> <br />P <br /> <br />a <br /> <br />r <br /> <br />k <br /> <br /> <br />C <br /> <br />i <br /> <br />r <br /> <br />c <br /> <br />l <br /> <br />e <br /> <br />, <br /> <br /> <br />S <br /> <br />u <br /> <br />i <br /> <br />t <br /> <br />e <br /> <br />2 <br /> <br />3 <br /> <br />0 <br /> <br /> <br />- <br />I <br />r <br /> <br />v <br /> <br />i <br /> <br />n <br /> <br />e <br /> <br />, <br /> <br /> <br />C <br /> <br />A <br /> <br /> <br />9 <br /> <br />2 <br /> <br />6 <br /> <br />1 <br /> <br />4 <br />t <br /> <br />e <br /> <br /> <br />l <br /> <br /> <br /> <br />9 <br /> <br /> <br />4 <br /> <br /> <br />9 <br /> <br /> <br /> <br />. <br /> <br /> <br /> <br />5 <br /> <br /> <br />5 <br /> <br /> <br />3 <br /> <br /> <br /> <br />. <br /> <br /> <br /> <br />8 <br /> <br /> <br />9 <br /> <br /> <br />0 <br /> <br /> <br />0 <br />a <br />r <br /> <br />c <br /> <br />h <br /> <br />i <br /> <br />t <br /> <br />e <br /> <br />c <br /> <br />t <br /> <br />u <br /> <br />r <br /> <br />e <br /> <br />i <br /> <br />n <br /> <br />t <br /> <br />e <br /> <br />r <br /> <br />i <br /> <br />o <br /> <br />r <br /> <br /> <br />d <br /> <br />e <br /> <br />s <br /> <br />i <br /> <br />g <br /> <br />n <br />p <br />l <br /> <br />a <br /> <br />n <br /> <br />n <br /> <br />i <br /> <br />n <br /> <br />g <br />DA <br />I <br />M <br />L <br />E <br />R <br /> <br />A <br />C <br />P <br />L <br />30 <br />0 <br />9 <br /> <br />D <br />A <br />I <br />M <br />L <br />E <br />R <br /> <br />S <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br /> <br />9 <br />2 <br />7 <br />9 <br />5 <br />S1.1 <br />TYPICAL CONCRETE <br />DETAILS <br />09/25/24 <br />SCALE: NTS S1.1 <br />TYPICAL CONCRETE POST-INSTALLED ANCHOR 2 <br />DETAIL ID: CR-AB-01 <br />SCALE: NTS S1.1 <br />TYPICAL TRENCH AT (E) SLAB ON GRADE 6 <br />DETAIL ID: CR-RETRO-07 <br />SCALE: NTS S1.1 <br />TYPICAL SAWCUT OPENING 7 <br />DETAIL ID: CON-SOGD-01 <br />SCALE: NTS S1.1 <br />TYPICAL CAST IN PLACE ANCHOR 8 <br />SCALE: 1" = 1'-0"S1.1 <br />EQUIPMENT ANCHORAGE DETAIL 12 <br />SCALE: 1" = 1'-0"S1.1 <br />TYPICAL HILTI EPOXY DOWEL ANCHOR DETAIL 4 <br />DETAIL ID: CON-HILTI-03 <br />SCALE: 1" = 1'-0"S1.1 <br />EQUIPMENT ANCHORAGE SCHEDULE 13 <br />NO. REMARKS DATE <br />60% COMPLETE SET 05/28/24 <br />90% COMPLETE SET 07/12/24 <br />ISSUE FOR BID 07/18/24 <br />CITY SUBMITTAL 07/23/24 <br />1 CITY RESUBMITTAL 09/24/24 <br />1 <br />3009 S Daimler St <br />11/18/2024
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