1410 WETMORE AVE 2022-07-27 - Laserfiche WebLink

• ABBREVIATIONS RT+�R GENERAL STRUCTURAL NOTES ` DESIGN CRITERIA HELICAL PILES 12. THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT AB ANCHOR BOLT FTG FOOTING ' t"-w , " CODE:2018 IRC/IBC&AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCY/COUNTY. 1. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE 2018 INTERNATIONAL WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. ABV ABOVE GA GAUGE �drT�, `" ROOF 25 PSF SNOW(GROUND) BUILDING CODE(IBC). 13. SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1705.7IS REQUIRED FOR INSTALLATION OF THE AFF ABOVE FINISH FLOOR GALV GALVANIZED si7`'luAt.gt: FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING,INC.,AND SHALL BE STABIL-LOC FOUNDATION PIERING SYSTEM.A GEOTECHNICAL SPECIAL INSPECTOR MUST VERIFY AND ALT ALTERNATE GLB GLULAM BEAM RESIDENTIAL 40 PSF IN ACCORDANCE WITH ESR-3750. RECORD THE FOLLOWING: ALUM ALUMINUM GR GRADE BALCONY/DECK 60 PSF 3. ALL MATERIAL PROPERTIES OF HELICAL PILE COMPONENTS SHALL BE IN ACCORDANCE WITH ESR-3750. A. VERIFICATION OF MANUFACTURER PRODUCT MODEL NUMBERS APPROX APPROXIMATE GYP GYPSUM WALL BOARD 4. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE B. TYPES,CONFIGURATIONS,AND IDENTIFICATIONS OF HYDRAULICALLY DRIVEN STEEL PIER AYC ALASKAN YELLOW CEDAR HDG HOT-DIPPED GALVANIZED . GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) SEGMENT AND ADJUSTABLE HEAD ASSEMBLY AS SPECIFIED IN ESR-4121 AND THE CONSTRUCTION BB BOX BEAM HDR HEADER 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL COATINGS(AC228). DOCUMENTS. BF BOTTOM FLUSH HF HEM FIR ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. 5. ALL HELICAL FOUNDATION COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE C. INSTALLATION PROCEDURES,ANTICIPATED AND ACTUAL PILING DEPTH BLDG BUILDING HGT HEIGHT 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE REINFORCING STEEL,BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BUILDING COMPONENTS PER D. TIP ELEVATIONS,THE INSTALLATION PRESSURE AND FINAL DEPTH OF THE DRIVEN FOUNDATION BLKG BLOCKING HT HEIGHT STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC358 SECTION 3.9. SYSTEM BM BEAM IN INCH DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. E. INCLINATION AND POSITION/LOCATION OF HYDRAULICALLY DRIVEN PIER SEGMENTS BOT BOTTOM IT JOINT 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL 7. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY BE USED. F. COMPLIANCE OF THE INSTALLATION WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THIS BP BOTTOM PLATE MAX MAXIMUM BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE 8. HELICAL PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN ALLOWABLE ANGLE OF EVALUATION REPORT. BRG BEARING MIN MINIMUM W BTWN BETWEEN PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF N-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 OF ESR-3750. 14. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER MISC MISCELLANEOUS Q C: :BSMT BASEMENT Z 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE 9. MONITOR AND RECORD DEPTH OF PILE PENETRATION.PROVIDE TORQUE MONITORING DEVICE AS PART OF SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND NB NON-BEARING PRECEDENCE OVER THE"GENERAL NOTES"AND/OR"STANDARD DETAILS". THE INSTALLING UNIT.MONITOR AND RECORD TORQUE APPLIED DURING THE INSTALLATION OF EACH PILE INSTALL ADDITIONAL PILES AS REQUIRED. B/W BOTTOM OF WALL NO NUMBER R D Z D 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE AT SPECIFIC DEPTHS. z CACANT OMRO JOINT OC ON CENTER W SAME AS FOR SIMILAR WORK. 10. HELICAL PILES SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO PROVIDE THE DRIVEN PILE PROOF TESTING PSF POUNDS PER SQUARE FOOT ,9 Z CLG. CEILING w 6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE MINIMUM REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF SAFETY NO LESS THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) PSI POUNDS PER SQUARE INCH w CI] CEILING JOIST Z W Z DRAWINGS. THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE CLL CLEAR PT PRESSURE TREATED Z Z 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CAPACITY OF ANY INDIVIDUAL COMPONENT OF THE PILE ASSEMBLY. OUTLINED IN ASTM D1143 AND/OR THE 2015 SEATTLE BUILDING CODE(SBC).THE MAXIMUM TEST LOAD SHALL BE RAF RAFTER O Q w CMU CONCRETE MASONRY UNIT CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE 11. ALL BRACKETS AND HELICAL PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD. COL COLUMN REF REFERENCE J DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). CONC CONCRETE REINF REINFORCEMENT 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE 12. REPAIR BRACKETS MUST TTOM BE CONCENTRICALLY SPECIAL INSPECTIONS SCHEDULE CONN ION. CONNT CONSTRUCTIONTIONREQDSF REQUIRERE DOOT . FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. 13. ALL HELICAL PILE ASSEMBLY COMPONENTS MUST HAVE ADEQUATE STRENGTH TO DEVELOP THE TORQUE CONT CONTINUOUS SIM SIMILAR SPECIAL INSPECTIONS TABLES PER THE 2015 IBC.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN 1/�9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE REQUIRED FOR INSTALLATION AND ALL INDUCED STRESSES. MARKED WITH A='.ITEMS REQUIRING SPECIAL INSPECTION HAVE BEEN MARKED WITH AN"X'. CTR CENTER SPF SPRUCE PINE FIR INTERNATIONAL BUILDING CODE,AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER 14. THE PILE QUANTITY,LAYOUT.AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT DET DETAIL STD STANDARD , �`ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. TABLE 1705.3 DE DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE i . 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2015 AND 2012 IBC SECTION 1705.9 MUST BE REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION DfL DOUGLAS FIR LARCH T/ TOP OF PROVIDED FOR THE INSTALLATION OF THE HELICAL PILES AND FOUNDATION BRACKETS.ITEMS TO BE DIM DIMENSION TX TOP OF CONCRETE WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE STRINGENT REQUIREMENT eoNfwuous PERIODIC SPECIALREFErtelcm IBC SHALL APPLY, RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: TYPE SPECIAL. INSPECT ON REFERENCE DJ DOUBLE JOIST T/P TOP OF PLATE INSPECTION STANDARD. DIA DIAMETER 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES A. PRODUCT MANUFACTURER 1.inspect remtacenad,Including prestressing - - Ad Ste en.20,292 T/S TOP OF STEEL ,, OR THE STRUCTURAL DRAWINGS. B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS tendons.and verey placement 25.3,265.1-26.53 19oe.4 DN DOWN T/W TOP OF WALL 2.Reinforcing oarwelding: DS DOWN SPOUT 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. C. PRODUCT TYPE AND CONFIGURATIONS FOR HELICAL PILE LEAD SHAFT SECTIONS,EXTENSIONS, a.Verifyweldablety of reintoloing oars - - AWS of a EA EACH TF TOP FLUSH BRACKETS,BOLTS,THREADED RODS,NUTS,WASHERS,AND TORQUES AS SPECIFIED IN THIS other than ASTM A706. 17 TRIPLE JOIST 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED b.mspectsmg1ma s min.eldS,msmum AC1 918-26.5.4 EF EACH FACE IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. REPORT AND THE CONSTRUCTION DOCUMENTS st and - T/BM TOP OF BEAM - D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND 18 - - EJ EXPANSION JOINT 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS c.inspect aa other welds. ELEV ELEVATION T/SLABTOP OF SLAB THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS 3. GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE mspectanctrorscast in concrete. - - Ad 318:17.e2 - TP TOP PLATE a Inspect anctwrs postansaiko m hardened EN EDGE NAILING(PANEL) "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. E. ANTICIPATED AND ACTUAL PILING DEPTH TYP TYPICAL concrete mamas. EQ EQUAL 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION a.AdhRslve anchors installe0 in rmrlrnniaay - - - ES EACH SIDE UNO UNLESS NOTED OTHERWISE G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL CONTACT WITH BRACKET, or upwardy trmlvod ode0ab°ns to resst PCI 318,17.824 THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT sustained tension wads. EW EACH WAY UPA UNDER POST ABOVE TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE FOUNDATION SYSTEMS ARE INSTALLED b.Mectamca1 anchors and adhesive anchors - - FB FLUSH BEAM UWA UNDER WALL ABOVE LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. not defined In4a Ad 3187 Ch.19. 1904.1,19042, INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. 5.veiny use W re901100 design rtux. - - 26-4.3.26.4.4 19082,1908.3 FIN FINISH VERT VERTICAL - TO. MINIMUM ASSUMED SOIL BEARING CAPACITY 3,000 PSF 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER 6.PrforfoconcreR placement.fabricate Arens FL FLOOR VIF VERIFY IN FIELD ^`E`� SPECIFIED DESIGWINSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND fa strength tests,pedant slump and Nr1 - - ASTM 1908.10 FLSHG FLASHING W/ WITH 1410 WETMORE AVE INSTALL ADDITIONAL PILES AS REQUIRED. content mone coca .ontl determine the Imperatore of Ad 318,26.45.26.12 7 Inspect concrete and stotcrete placement for Ad 318 264.5 08 190es 197 END FOUNDATION WC WESTERN CEDAR concreteEVERETT properappacationtechnq 1908.8 techniques. - FP FIREPLACE WP WATERPROOF CONCRETE ANCHORS HELICAL PILE PROOF TESTING a veiny maintenance 81 specified curing - - AC1318,26.4.7-264,9 1908.9 Fr FOOT WWF WELDED WIRE FABRIC WA 98201 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILT:,OR EQUIVALENT.SPECIAL THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) 9 temperature concreette nor V-inspect INSPECTIONS REQUIRED. PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE a.Appbaton 81 prestressing forces and - - ACI 318.26.9.2.1 - b,Groobrai of bonded OUTLINED IN ASTM 01143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD 1o.i erection of precast°`l6 mamas - - AO 318.CS 26.8 - S210525-1 XR STRUCTURAL AND MISC.STEEL SHALL BE TWO-HUNDRED 200 PERCENT OF THE SPECIFIED DESIGN LOAD. 11.veiny In-situ concrete strength,s orfo stressing - 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE ( ) of tendons post-tensioned - - Ad318,26.102 - _ -JT LATEST EDITION OF THE AISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". beams as structural slaps. CONCENTRIC DRIVEN PILES 12.Inspect lomsork for shape,location and 2. MATERIALS: 1. 'CONCENTRIC'OR DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE dimensions or the concrete'"ember being - - Ad 318.26.10.1(°) - _ fomled. -MRT BOLTS-ASTM A307,UNLESS OTHERWISE NOTED 2015 INTERNATIONAL BUILDING CODE(IBC). TABLE 1705.7 WF BEAMS-ASTM A572-50(Fy=50,000 PSI) 2. IT IS RECOGNIZED THAT THE SEATTLE BUILDING CODE(SBC)REQUIRES 8 INCH MINIMUM DIAMETER PIPE REQUIRED SPECIAL INSPECTIONSAND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS 06I27I2021 HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI) FOR PIPE PILE INSTALLATION.THE APPROPRIATE ANALYSIS/EVALUATION AND TESTING REQUIREMENTS IN HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy46,000 PSI) ACCORDANCE WITH SEATTLE DEPARTMENT OF CONSTRUCTION&INSPECTIONS(SDCI)DIRECTOR'S RULE TYPE CONTINUOUS SPECIAL INSPECTttxR PERIODIC SPECIAL INSPECTION SCALE. = eRe mak as.sus and agorscomply.an X - ALL OTHER STEEL-ASTM A36(Fy=36,000 PSI) 10-2009 ARE PROVIDED TO ALLOW FOR USE OF PILES LESS THAN 8 INCHES IN DIAMETER AS REQUIRED BY 2 heffimarR cents sot Test elements and caraXwt - �'y F V :.T _ SECTION HO THE SBC. 3.�d,59�r ��nqm compete and X - `,f 1 /'1 FERMI T STRUCTURAL STEEL WELDING 3. DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,AND SHALL BE INaccurate - X `/ ,+ D FOR 1. CONFORM TO THE AWS CODES D1.1 AND D1.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT ACCORDANCE WITH ESR-4121. 4-Verify placement locations and pombness,comrm type and sae or Hammer,record nurturer of blows per SPECIFIED ARE TO BE 1/4"CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES. 4. ALL MATERIAL PROPERTIES OF DRIVEN PILE COMPONENTS SHALL COMPLY WITH ESR-4121. tool Stpenetratal,detemmrerequired po,,"aouao TO X - 5. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE 804408esign capacity.8recmd upend emm0tt a1on1s ahidocumen airy 001 upendneanent ALTERNATES: CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) 5.Ter steel elements.perform 80000 ai special - - 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST iFIN concrete elements eleentsa MN ncr t- ed el Q COATINGS(AC228). 6.Forconcrete eienwns and concrete-Ned elements. PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL 6. ALL PILE COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE REINFORCING STEEL, perform less and additional special inspections m accordance rah Section 17553. - - V) COST TO OWNER. BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BUILDING COMPONENTS PER AC358 SECTION 3.9. 7.For specialty eonens,perform 800I80 al Inspections LU V) as determined by the regstered design professional In - - . JOBSITE SAFETY: 7. 'THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. respaml se mare. 1. THE ENGINEER AND/OR ARCHITECT'HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN 8. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY BE USED. Z AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR 9. DRIVEN PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN ALLOWABLE ANGLE OF _I TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM INCLINATION OF 1 DEGREE FROM VERTICAL PER SECTION 5.7 OF ESR-0121. g 10. DRIVEN PILES SHALL BE INSTALLED TO THE MINIMUM FORCE REQUIRED TO PROVIDE THE MINIMUM • HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). F- OOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR THE MAXIMUM INSTALLATION FORCE SHALL NOT EXCEED THE ALLOWABLE CAPACITY OF ANY INDIVIDUAL U PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, COMPONENT OF THE ASSEMBLY. CZSUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY 11. ALL BRACKETS AND PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE THE PERSON. U) MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). Ce L!) LU Z • LU - Uf -