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CITY OF SANTA ANA <br />Planning and Building Agency I <br />GENERAL <br />- THE EQUIPMENT PLATFORM STRUCTURE HAS BEEN DESIGNED TO THE <br />SPECIFICATIONS OUTLINED IN THE 2022 CALIFORNIA BUILDING CODE, 2021 <br />INTERNATIONAL BUILDING CODE, AMERICAN SOCIETY OF CIVIL ENGINEERS 7-16, AND <br />THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION 15TH EDITION., AISC 341-16. <br />STEELE SOLUTIONS, INC. IS AN APPROVED FABRICATOR WITH THE CITY OF LOS <br />ANGELES. <br />LICENSE NUMBER: FB02928 <br />OCCUPANCY: BUSINESS (B) <br />USE: B-1 <br />CONSTRUCTION TYPE PER IBC CH& TYPE II <br />DESIGN LOADS <br />STRUCTURAL DEAD 10 PSF \ EQUIPMENT DEAD NA <br />LIVE 100 PSF <br />LIVE 100 PSF FOR STAIRS AND LANDINGS <br />LATERAL LOAD NOTIONAL LOADS DETERMINED USING DIRECT DESIGN METHOD <br />SEISMIC BASED ON USGS FOR 1610 E ST. ANDREWS PLACE, <br />RISK CATEGORY II ' <br />IMPORTANCE FACTOR, I = 1.0 <br />Ss = 1.272g, S1 = 0.455g, <br />SITE CLASS D <br />SDS = 1.019g, SD1 = 0.47g <br />SEISMIC DESIGN CATEGORY D <br />SEISMIC FORCE RESISTING SYSTEM - <br />ALL OTHER SELF-SUPPORT STRUCTURES <br />(CANTILEVER COLUMN) <br />RESPONSE COEFFICIENT R = 1.25 <br />SEISMEIC OVER STRENGTH FACTORS%= 2.0 <br />REDUNDANCY FACTOR p = 1.3 <br />Cs = 0.815 <br />DESIGN BASE SHEAR = Cs"SEISMIC WEIGHT <br />ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE <br />HANDRAIL 50 LBS / FT OR 200 LBS IN ANY DIRECTION ON TOP RAIL <br />- ANY OTHER JOB SPECIFIC MACHINE, EQUIPMENT LOADS, OR VIBRATION CRITERIA HAS <br />NOT BEEN ADDRESSED UNLESS SPECIFICALLY DISCLOSED AND REQUESTED BY THE <br />CUSTOMER. <br />MATERIALS - UNLESS NOTED OTHERWISE <br />- ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS ARE DESIGNED <br />IN ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL FIFTEENTH ED. <br />- COLD FORMED MEMBERS ARE DESIGNED PER AISI COLD -FORMED STEEL DESIGN <br />MANUAL, 2016 EDITION. <br />- JOIST AND GIRDERS ARE DESIGNED PER THE 45TH EDITION CATALOG OF <br />STANDARD SPECIFICATIONS AND LOAD TABLES FOR STEEL JOISTS AND JOIST GIRDERS <br />- IT IS THE RESPONSIBILITY OF THE ERECTOR AND / OR GENERAL CONTRACTOR <br />THAT UNLOADED MATERIALS AT THE SITE TO PROTECT THE MATERIALS FROM <br />WEATHER, CONSTRUCTION DAMAGE, AND THEFT. <br />PLATES, CHANNELS, ANGLES <br />ASTM-A36 <br />WIDE FLANGE SECTIONS <br />ASTM-A992 <br />RECTANGULAR AND SQUARE HISS <br />ASTM-A500 GR. C <br />ROUND HISS <br />ASTM-A500 GR. C <br />ROUND PIPE <br />ASTM-A500 GR. B <br />LIGHT GAGE C-SECTIONS <br />ASTM-Al011 GR. 50 <br />BOLTS FOR FRAMING <br />ASTM-A325 <br />BOLTS FOR STAIR TREAD <br />ASTM-A307 <br />THREADED RODS <br />ASTM-A193 GR. B7 <br />WASHERS <br />ASTM-F436 <br />NUTS <br />ASTM-A563 <br />METAL DECK <br />ASTM-Al108 <br />DIAMOND PLATE <br />ASTM-A786 <br />GRATING <br />TYPE 19W4 <br />RAIL UPRIGHT BRACKET <br />ASTM-A1011 CS-B <br />SHOP WELDS <br />-ALL WELDING OF STRUCTURAL STEEL IS PER AWS D1.1/D1.1M:2017 STRUCTURAL <br />WELDING CODE - STEEL- <br />- THE SHOP WELDING PROCESS SHALL BE GMAW USING ER70S-X ELECTRODES. <br />JS <br />ALL HOLES TO BE STANDARD SIZE PER AISC, UNLESS NOTED OTHERWISE <br />- BOLTED CONNECTIONS ARE DESIGNED AS "BEARING TYPE N" UNLESS NOTED <br />OTHERWISE. <br />- WHEN ASSEMBLED, ALL JOINT SURFACES INCLUDING THOSE ADJACENT TO THE <br />WASHERS SHALL BE FREE OF SCALE, EXCEPT TIGHT MILL SCALE. <br />- ALL BOLTS SHALL BE INSTALLED TO A SNUG TIGHT CONDITION. <br />THE SNUG TIGHT CONDITION IS ACHIEVED WHEN ALL SURFACES WITHIN THE <br />CONNECTION HAVE BEEN PULLED INTO FIRM CONTACT WITH THE FULL EFFORT OF A <br />WORKER USING AN ORDINARY SPUD WRENCH, OR WITH A FEW IMPACTS OF AN <br />IMPACT WRENCH. <br />NOTE: WASHER SHALL BE PLACED BEHIND THE NUT. TURNING SIDE OF CONNECTION. <br />COLUMN ANCHORS <br />-ANCHORS SHALL BE INSTALLED PER DeWALT FASTENERS INSTALLATION <br />INSTRUCTIONS. <br />-ALL ANCHORS TO BE DeWALT POWER FASTENERS UNLESS NOTED OTHERWISE. <br />-SEE TABLES FOR MINIMUM ANCHOR SPECIFICATIONS. <br />SPECIAL INSPECTION <br />- PER CBC 2022-SECTION 1705 AND AISC 341 CHAPTER J. <br />- INSPECTION TASKS FOR STEEL DECK INSTALLATION PER SDI <br />QA/QC-2017 STANDARD. SEE TABLES 1.6, 1.7, AND 1.8 FOR <br />MECHANICAL FASTENING. <br />- INSPECTION TASKS FOR OPEN WEB BAR JOIST OR GIRDER JOISTS (IBC 2021 <br />1705.2.3). <br />- SPECIAL INSPECTIONS MAY BE REQUIRED AS WARRANTED BY THE BUILDING OFFICIAL OF <br />THE GOVERNING JURISDICTION. <br />- SPECIAL INSPECTIONS ARE TO BE ARRANGED BY THE OWNER OR OWNER'S AGENT. <br />- SPECIAL INSPECTIONS MAY BE REQUIRED FOR THE FOLLOWING: <br />GENERAL NOTES <br />A) FINISHED COATING: <br />EQUIPMENT FRAMING IS DARK GRAY. <br />EQUIPMENT COLUMNS ARE DARK GRAY. <br />BAR GRATING IS BLACK. <br />GUARDRAIL AND RAIL UPRIGHTS ARE SSI SAFETY YELLOW. <br />KICKPLATE IS SSI SAFETY YELLOW. <br />STAIR STRINGERS ARE SSI SAFETY YELLOW. <br />STAIR TREADS ARE DARK GRAY. <br />CATWALK FRAMING IS DARK GRAY. <br />LADDERS ARE SSI SAFETY YELLOW. <br />TOP TREAD PLATES ARE PAINTED SSI SAFETY YELLOW. <br />B) STAIR ASSEMBLY IN ACCORDANCE WITH IBC. BOLT <br />TOGETHER STAIR HAS CLOSED TREADS & OPEN RISERS. <br />C) RAIL SYSTEM IS IN ACCORDANCE WITH IBC. RAIL SYSTEM IS A <br />2 RAIL SYSTEM. <br />D) SSI HAS PROVIDED PROTECTIVE GUARDING AS REQUESTED. BUYER <br />ACCEPTS THE RESPONSIBILITY OF PROVIDING PROPER GUARDING FOR <br />ALL EXPOSED AREAS NOT COVERED ON THE DRAWING. <br />E) COLUMN AND BEAM LOADING PROVIDED ON PLANS ARE FOR 3RD PARTY <br />ENGINEER TO EVALUATE ADEQUACY OF BUILDING SLAB AND/OR BUILDING <br />STRUCTURE WITH THE INFORMATION PROVIDED. SSI IS NOT RESPONSIBLE <br />FOR EVALUATION OF STRUCTURES BY OTHERS. SSI IS TO BE NOTIFIED IN A <br />TIMELY MANNER IF STRUCTURES BY OTHERS CANNOT SUPPORT THE <br />LOADING PROVIDED. <br />DRAWING SYMBOLS <br />FRAMING (AS NOTED) <br />19:7_1►Til MM=111I:y:1 <br />BRIDGING - CRC 1.5 X 16 GA. <br />BRIDGING - SEE PLANS FOR SIZE AND PLACEMENT <br />RAIL & KICKPLATE <br />11 CONTINUOUS HANDRAIL <br />D.E. _ D.E. = DECK EDGE <br />BOLT COUNTS: <br />#X # X X = NUMBER OF VERTICAL ROWS <br /># = NUMBER OF BOLTS PER VERTICAL ROWS <br />#x UPPER LEVEL BOLT COUNTS <br />X LOWER LEVEL BOLT COUNTS <br />(:A COLUMN LOAD LABEL <br />1 REVISION MARKER <br />RAIL OPENINGS <br />AISC 341-16, TABLE J7-1 <br />INSPECTION TASKS PRIOR TO BOLTING <br />QC <br />QA <br />INSPECTION TASKS PRIOR TO BOLTING <br />TASK <br />DOC. <br />TASK <br />DOC. <br />PROPER FASTENER SELECTED FOR THE JOINT DETAIL <br />0 <br />0 <br />- <br />PROPER BOLTING PROCEDURE SELECTED FOR JOINT <br />DETAIL <br />0 <br />0 <br />- <br />CONNECTING ELEMENTS, INCLUDING THE <br />APPROPRIATE FAYING SURFACE CONDITION AND HOLE <br />PREPARATION, IF SPECIFIED, MEET APPLICABLE <br />0 <br />0 <br />- <br />REQUIREMENTS <br />PRE -INSTALLATION VERIFICATION TESTING BY <br />INSTALLATION PERSONNEL OBSERVED FOR FASTENER <br />P <br />D <br />0 <br />D <br />ASSEMBLIES AND METHODS USED <br />PROPER STORAGE PROVIDED FOR BOLTS, NUTS, <br />WASHERS AND OTHER FASTENER COMPONENTS <br />0 <br />0 <br />- <br />AISC 341-16, TABLE J7-2 <br />INSPECTION TASKS DURING BOLTING <br />QC <br />CA <br />INSPECTION TASKS DURING BOLTING <br />TASK <br />DOC. <br />TASK <br />DOC. <br />FASTENER ASSEMBLIES PLACED IN ALL HOLES AND <br />WASHERS (IF REQUIRED) ARE POSITIONED AS <br />0 <br />- <br />0 <br />- <br />REQUIRED <br />JOINT BROUGHT TO THE SNUG TIGHT CONDITION <br />PRIOR TO THE PRETENSIONING OPERATION <br />0 <br />- <br />0 <br />- <br />FASTENER COMPONENT NOT TURNED BY THE <br />WRENCH PREVENTED FROM ROTATING <br />0 <br />- <br />0 <br />- <br />BOLTS ARE PRETENSIONED PROGRESSING <br />SYSTEMATICALLY FROM THE MOST RIGID POINT <br />0 <br />- <br />0 <br />- <br />TOWARD THE FREE EDGES <br />AISC 341-16, TABLE J7-3 <br />INSPECTION TASKS AFTER BOLTING <br />INSPECTION TASKS AFTER BOLTING <br />QC <br />CA <br />TASK <br />DOC. <br />TASK <br />DOC. <br />DOCUMENT ACCEPTED AND REJECTED CONNECTIONS <br />P <br />D <br />P <br />D <br />IBC 2021, TABLE 1705.3, #4 <br />PERIODIC INSPECTION OF COLUMN ANCHOR BOLTS IS REQUIRED IN ACCORDANCE WITH <br />SECTION (TABLE 1705.3, #4). <br />DRAWING LIST <br />MATERIAL PHASE <br />ASSOCIATED <br />ASSOCIATED <br />REVISION <br />SHEET # <br />(SSI USE ONLY) <br />PART MARK <br />DESCRIPTION <br />ERECTION <br />BASEPLATE <br />PLAN TYPE <br />REV. # <br />DATE <br />DRAWING <br />LAYOUT <br />10010-00 <br />TITLE SHEET w/PLATFORM LAYOUT & NOTES <br />TITLE SHEET <br />6 <br />08/06.,2025 <br />10010-10 <br />MPH1 <br />DTE <br />X-OVER (FIELD LOCATED) <br />ED10 <br />FRAMING & DECK <br />6 <br />08/063,2025 <br />10010-DET1 <br />ALL PLATFORMS - TYPICAL DETAILS <br />DETAILS AND <br />4 <br />08/061e2025 <br />SECTIONS <br />1C010-DET2 <br />ALL PLATFORMS TYPICAL DETAILS <br />DETAILS AND <br />5 <br />08/0621025 <br />SECTIONS <br />10010-DET3 <br />ALL PLATFORMS TYPICAL DETAILS <br />DETAILS AND <br />4 <br />08/01iF2025 <br />SECTIONS <br />10010-DET4 <br />ALL PLATFORMS TYPICAL DETAILS <br />DETAILS AND <br />6 <br />08/0E1i2025 <br />SECTIONS <br />10010-1-1 <br />INSTALLATION INSTRUCTIONS <br />INSTALLATION <br />10010-1-2 <br />INSTALLATION INSTRUCTIONS <br />INSTALLATION <br />F_ 10010-1-3 <br />INSTALLATION INSTRUCTIONS <br />INSTALLATION <br />Approved <br />4. <br />FOR PE <br />rt its s�Mand <br />JnTd-aRtat55, UroiA ' V C <br />drawingta shown thereon is CONFIDENTIAL <br />and can not be used without priorwritten consent <br />of Steele Solutions, Inc. <br />Master <br />Date: <br />SCALE <br />1 <br />PLAN <br />NTS <br />Qlxld"lookk <br />�I�I� <br />N N N <br />0 0 0 <br />LU <br />O <br />X <br />Z <br />O � <br />d Q Q <br />Q Q <br />C0 U W <br />w Z a <br />O <br />Cr O LL <br />0 LL <br />U_ C <br />� N_ <br />U) J <br />Q d <br />w ry Z <br />of LL o- <br />Z <br />O <br />H <br />a_ <br />U <br />to <br />W <br />M <br />U') U-) LO U') u') U') <br />N N N N N N <br />O O O O O O uJ <br />N N N (N (N C Q <br />CO C\C)0 O <br />O \ M N n N 0 <br />00 co U') U') It <br />O o 0 0 0 0 <br />�■e■■sa <br />PLAN NORTH MAY <br />NOT ALIGN WITH <br />T1R117 N1 �Q7L1 <br />ENGINEER STA%1P <br />Digitally signed by Sal <br />Fateen <br />DN: <br />E-sal@seimicinc com, <br />CN=Sal Fateen, <br />SEQUIC OU-Professional <br />Ergi,»rinq '� <br />Engineer. O=Seizmic Inc, <br />-Covina, S-California. <br />� IfV 11 �' <br />�e_OF CALL% �& <br />EXPIRES <br />12-31-2025 <br />IP <br />DATE DRAWN 2025/04/10 <br />SALESPERSON: JWP <br />DRAWN BY: MCK <br />PROD ENGINEER TRD <br />PROD. MANAGER: PD <br />SSI Phase: <br />(FOR INTERNAL USE) <br />DRAWING DESCRIPTION <br />TITLE SHEET <br />w/PLATFORM LAYOUT & NOTES <br />iNSTEELE <br />SOLUTIONS <br />1117 E RAWSON AVE PHONE BW542-5099 <br />SOUTH MILWAUKEE, WI 53172 www.steelesolutions corn <br />PROJECT NO: 10010 <br />PROJ NAME: COLLECTORS_COM <br />CUSTOMER: S & H SYSTEMS <br />LOCATION: SANIA ANA, CA <br />DWG. NO: 10010 - 00 <br />