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1441 W 17th St - Plan
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Last modified
6/6/2025 1:22:49 PM
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6/6/2025 1:22:19 PM
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Plan
Permit Number
20180369
101115926
Full Address
1441 W Seventeenth St
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101115926 - Permit
(Permit - Plan)
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\Building\Permits\S\Seventeenth St\1441 W Seventeenth St
20180369 - Permit
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\Building\Permits\S\Seventeenth St\1441 W Seventeenth St
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/>e <br />r <br />i <br />n <br />g <br />, <br /> <br />I <br />n <br />c <br />Ti <br />t <br />l <br />e <br /> <br />t <br />o <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />s <br />p <br />e <br />c <br />i <br />f <br />i <br />c <br />a <br />t <br />i <br />o <br />n <br />s <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />r <br />e <br />m <br />a <br />i <br />n <br /> <br />w <br />i <br />t <br />h <br /> <br />N <br />S <br /> <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br />In <br />c <br />. <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />p <br />r <br />e <br />j <br />u <br />d <br />i <br />c <br />e <br />, <br /> <br />a <br />n <br />d <br /> <br />v <br />i <br />s <br />u <br />a <br />l <br /> <br />c <br />o <br />n <br />t <br />a <br />c <br />t <br /> <br />w <br />i <br />t <br />h <br /> <br />t <br />h <br />e <br />m <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />c <br />o <br />n <br />s <br />t <br />i <br />t <br />u <br />t <br />e <br /> <br />p <br />r <br />i <br />m <br />a <br /> <br />f <br />a <br />c <br />i <br />e <br />ev <br />i <br />d <br />e <br />n <br />c <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />r <br />e <br />s <br />t <br />r <br />i <br />c <br />t <br />i <br />o <br />n <br />s <br />. <br />2023.NSE- <br />CAT 605 <br />G-1.0 <br />GENERAL STRUCTURAL NOTES <br />SCOPE OF WORK <br />NS STRUCTURAL ENGINEERING, INC. (NSSE) SCOPE OF WORK INCLUDES THE STRUCTURAL DESIGN AND DRAWINGS OF THE FOLLOWING (1) ROOF TOP STEEL SKID <br />CONFIGURATIONS: <br />1.4 INVERTERS WITH MAX. OPERATING WEIGHT = 1106 LBS <br />2. PV EQUIPMENT WITH MAX. OPERATING WEIGHT = 568 LBS <br />BUILDING CODE <br />INTERNATIONAL BUILDING CODE 2018 (IBC 2018) <br />CALIFORNIA BUILDING CODE (CBC 2019) <br />DESIGN CRITERIA <br />WIND DESIGN CRITERIA: <br />ULTIMATE WIND SPEED (3-SEC GUST), V(ult) 98 MPH <br />RISK CATEGORY II <br />EXPOSURE C <br />MAX BUILDING HEIGHT 45 FT <br />SEISMIC DESIGN CRITERIA: <br />RISK CATEGORY II <br />SEISMIC DESIGN CATEGORY D <br />IMPORTANCE FACTOR 1.0 <br />SDS 1.6 <br />ap 2.5 <br />Rp 6.0 <br />Fph 0.800 Wp <br />Fv 0.320 Wp <br />GENERAL <br />1. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS AND LITTER, SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY <br />MATERIALS OR EQUIPMENT AND SHALL BE CLEANED AT THE END OF EACH WORKING DAY. <br />2. CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND AS REQUIRED BY THE INTERNATIONAL BUILDING CODE 2015 (IBC 2015) AND LOCALLY ENFORCED <br />CODES AND AUTHORITIES. ALL ARTICLES, MATERIALS AND EQUIPMENT SHALL BE INSTALLED, APPLIED AND CONNECTED AS DIRECTED BY THE MANUFACTURER'S <br />LATEST WRITTEN SPECIFICATIONS EXCEPT WHERE OTHERWISE NOTED. MATERIAL NOTES ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE <br />SPECIFICATIONS. <br />3. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN, THEIR CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR FEATURES. ALL <br />DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON THE PLANS. <br />4. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING AND FORMWORK AS REQUIRED FOR THE <br />PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. <br />5. MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE TO <br />PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. <br />6. CONTRACTOR SHALL PROVIDE A PROTECTION BARRIER BETWEEN ALL DISSIMILAR MATERIALS TO PREVENT GALVANIC REACTIONS/CORROSION. <br />STRUCTURAL STEEL & MISCELLANEOUS IRON <br />1. WORK DONE UNDER THIS SECTION SHALL CONFORM TO THE REQUIREMENTS OF THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE, 15TH EDITION. <br />A. BOLT HOLES SHALL BE STANDARD HOLE SIZE (I.E. BOLT DIA + 116") UNLESS NOTED OTHERWISE <br />B. ALL SCREWS SHALL EXTEND THROUGH THE STEEL CONNECTION WITH A MINIMUM OF 3 EXPOSED THREADS, SEE AISI <br />2. ALL STEEL MATERIAL AND ASSEMBLIES EXPOSED TO EARTH IN THE COMPLETED STRUCTURE SHALL BE GALVANIZED OR SHOP PAINTED. <br />3. WELDING SHALL BE DONE BY WELDERS CERTIFIED FOR THE WELDS TO BE MADE USING E70XX ELECTRODES IN CONFORMANCE WITH THE REQUIREMENTS OF <br />AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE OR AWS "STRUCTURAL WELDING CODE." <br />4. WHEN FABRICATING BEAMS, PLACE NATURAL CAMBER UP. <br />5. WELDING SHALL BE DONE BY WELDERS CERTIFIED FOR THE WELDS TO BE MADE USING E70XX ELECTRODES IN CONFORMANCE WITH THE REQUIREMENTS OF <br />AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE OR AWS "STRUCTURAL WELDING CODE." FULL PENETRATION WELDS ARE TO BE INSPECTED DURING <br />WELDING BY A SPECIAL INSPECTOR. <br />6. COMPLETE JOINT PENETRATION GROOVE WELDS SHALL HAVE FILLER METAL WITH A V-NOTCH TOUGHNESS OF 20-FT/LBS. AVERAGE AT 70 DEGREES <br />FAHRENHEIT. <br />7. TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE WELDING PROCESS, THE USE OF A HAND HELD CALIBRATED AMP AND VOLTMETER SHALL BE USED. <br />THE FABRICATOR, ERECTOR AND THE INSPECTORS SHALL USE THIS EQUIPMENT. AMPERAGE AND VOLTAGE SHALL BE MEASURED AT THE ARC WITH THIS <br />EQUIPMENT. TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN COMPLIANCE WITH THE ELECTRODE MANUFACTURER'S <br />RECOMMENDATIONS. <br />8. WHERE MINIMUM AISC FILLET WELD THICKNESS REQUIREMENT EXCEEDS WELDS SHOWN ON DETAILS, PROVIDE MINIMUM AISC WELD. <br />9. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED FREE OF RUST, LOOSE MILL, SCALE AND OIL. <br />10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND SEQUENCES WITH RELATION TO TEMPERATURE <br />DIFFERENTIALS AND WELD SHRINKAGE. <br />11. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO SEOR FOR APPROVAL PRIOR TO THE FABRICATION OF ANY PARTS OR ASSEMBLIES. <br />12. A STANDARD SCREW GUN WITH A DEPTH SENSITIVE NOSE PIECE SHALL BE USED TO INSTALL 'TEK' SCREWS FOR SOLAR MODULE INSTALLATION. THE SCREW <br />GUN SHALL BE A MINIMUM OF 6 AMPS AND HAVE AN RPM RANGE OF 0-2500. <br />MATERIAL SPECIFICATIONS <br />3. ALL MATERIALS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: <br /> HOLLOW STRUCTURAL STEEL ASTM A500 GRADE B, MIN FY = 46 KSI <br /> PLATE ASTM A36 <br /> BOLTS ASTM A307 <br /> WELDING ELECTRODES E70XX <br /> SELF DRILLING SELF TAPPING SCREWS ESR 1976 <br />2. STRUCTURAL STEEL SHALL BE HOT‐DIP GALVANIZED (MINIMUM ASTM A123 OR A153, CLASS D) OR PAINTED WITH ZINC‐RICH PRIMER, UNDERCOAT, AND FINISH <br />COAT; OR EQUIVALENT PAINT SYSTEM. <br />3. ALL EXPOSED STEEL FASTENERS, INCLUDING CAST‐IN‐PLACE ANCHOR BOLTS/RODS, SHALL BE STAINLESS STEEL (TYPE 304 MINIMUM), HOT‐DIP GALVANIZED <br />(ASTM A153, CLASS D MINIMUM OR ASTM F2329), OR PROTECTED WITH CORROSION‐PREVENTIVE COATING THAT DEMONSTRATED NO MORE THAN 2% OF RED <br />RUST IN MINIMUM 1,000 HOURS OF EXPOSURE IN SALT SPRAY TEST PER ASTM B117. ZINC‐PLATED FASTENERS DO NOT COMPLY WITH THIS REQUIREMENT. <br />4. ALL MATERIALS SHALL CONFORM TO IBC CHAPTER 17 INSPECTION SECTIONS <br />STEEL CONSTRUCTION TABLE 1705.2.1 <br />SPECIAL INSPECTION <br />1. SPECIAL INSPECTOR IN THE REQUIRED CATEGORY OF WORK MUST BE CERTIFIED BY THE LOCAL <br />JURISDICTION. <br />2. A FINAL REPORT FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING AND STRUCTURAL <br />OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, CONTRACTOR SPECIAL INSPECTOR, <br />PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD OR ENGINEER OF RECORD AND <br />SUBMITTED TO DSA DISTRICT STRUCTURAL ENGINEER <br />3. SPECIAL INSPECTION PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE 2015 SHALL BE <br />PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY DSA AND PAID BY THE OWNER <br />FOR THE FOLLOWING AREAS OF WORK: <br />A. CONTINUOUS FIELD AND SHOP WELDING INSPECTION OF THE STRUCTURAL <br />CONNECTIONS AND ULTRASONIC TESTING OF SPECIFIED WELDS. <br />B. HIGH STRENGTH BOLTS <br />GE <br />N <br />E <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br />SHEET INDEX <br />G-1.0 GENERAL NOTES <br />S-1.0 4 INVERTERS PLAN AND SECTIONS <br />S-1.1 PV EQUIPMENT PLAN AND SECTIONS <br />S-2.0 STRUCTURAL DETAILS <br />S-3.0 EQUIPMENT CUTSHEETS <br /> <br />TA <br />R <br />G <br />E <br />T <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />- <br /> <br />S <br />K <br />I <br />D <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />07/11/2023 <br />1441 W 17th St - 101115926 & <br />20180369 <br />11/16/2023
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