1049 CROWN DR 2023 Plans 2024-07-30

III • w III, GENERAL STRUCTURAL NOTES ABBREVIATIONS :',,'�"°R"• DESIGN CRITERIA HELICAL PILES 12. THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT AB ANCHOR BOLT FIG FOOTING • 4','{r 5,i • CODE:2018 IRCIIBC&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 , '''/P- ROOF ROOF 25 PSF SNOW(GROUND) BUILDING CODE(IBC). 13. SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1705.7 IS REQUIRED FOR INSTALLATION OF THE AFF ABOVE FINISH FLOOR GALV GALVANIZED •..Si0NA1EN. ' 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 GLULM 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 Jr 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 PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF 4-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 OF ESR-3750. 14. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER BTWN BETWEEN MISC MISCELLANEOUS Q O Z ICI 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/INSTALLATIONBSMT BASEMENT CRLTERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND NB NON-BEARING B/W BOTTOM OF WALL 'i i,' 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. NO NUMBER Z o 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE AT SPECIFIC DEPTHS. CANT CANTILEVER CC ON CENTER I- W',m CI CONTROL JOINT i 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 (T CLG. CEILING �,,,/ 6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS,SECTIONS,OR DETAILS ON THESE MINIMUM REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDINGA 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 CU CEILING JOIST W j ww 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 CLR CLEAR PT PRESSURE TREATED Z'.II 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 ANDIOR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD CMU CONCRETEMASONRYUNT RAF RAFTER 0',,O'.6 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 SHALL BE 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 BE CONCENTRICALLY LOADED AND THE BRACKET PLATE MUST BE FULLY SPECIAL INSPECTIONS SCHEDULE CONN CONNECTION' REQD REQUIRED FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. CONST CONSTRUCTION SF SQUARE FOOT It,1 \\ 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 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE REQUIRED FOR INSTALLATION AND ALL INDUCED STRESSES. SPECIAL INSPECTIONS TABLES PER THE 2018 IBC.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN CTR CENTER SPF SPRUCE PINE FIR �/p 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 MARKED WITH A".ITEMS REQUIRING SPECIAL INSPECTION HAVE BEEN MARKED WITH AN'X'. OFT DETAIL STD STANDARD \.;1/1D ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. TABLE 1705.3 OF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE `. 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2015 AND 2012IBC SECTION 1705.9 MUST BE REWIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION DEL DOUGLAS FIR LARCH T/ TOP OF WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE STRINGENT REQUIREMENT PROVIDED FOR THE INSTALLATION OF THE HELICAL PILES AND FOUNDATION BRACKETS.ITEMS TO BE DIM DIMENSION TIC TOP OF CONCRETE , RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: CONTINUOUSSPECIAL PERIODIC SPECIAL REFERENCED MC DJ DOUBLE JOIST SHALL APPLY. TYPE svlcaAL T/P TOP OF PLATE A PRODUCT MANUFACTURER INSPECTION RAPECTON STANDARD' REFERENCE DIA DIAMETER 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES T/S TOP Of STEEL B. MANUFACTURERS CERTIFICATION OF THE INSTALLERS 1 Inspect temNstemenl_Inc°i0N19 _ - ACI312 5 -2 253 tendons,and verily placement. 25.3.26.5.1-26.5.3 Q OR THE STRUCTURAL DRAWINGS. 190s4 DN DOWN T/W TOP OF WALL f C. PRODUCT TYPE AND CONFIGURATIONS FOR HELICAL PILE LEAD SHAFT SECTIONS,EXTENSIONS, 2 Rentorcreq oar welding. DS DOWN SPOUT 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. a.Veritywewabdityorreinrxcing oars EA EACH TF TOP FLUSH 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED BRACKETS,BOLTS,THREADED RODS,NUTS,WASHERS,AND TORQUES AS SPECIFIED IN THIS o8erthan ASTM A7{%; - - AWS D1.4 TJ TRIPLE JOIST Met AND THE CONSTRUCTION DOCUMENTS a.inspect single-pass et welds.mamnum AG 318 26.5.4 EF EACH FACE IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. s,-,and - T/BM TOP OF BEAM D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND a EXPANSION]OINT - 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS cinspet1 an other weds - - ELEV ELEVATION T/SLABTOP OF SLAB THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE 3lrspe<tanchors cast in concrete. - - ACI 318.17.82 - EN EDGE NAILING(PANEL) TP TOP PLATE E. ANTICIPATED AND ACTUAL PILING DEPTH a i sped anchors ppost-Instated in hardened "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION concrete members. EQ EQUAL TYP TYPICAL 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE a.Adhesive an:.nors imtaped in Irolcnntally ES EACH SIDE UNO UNLESS NOTED OTHERWISE THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL CONTACT WITH BRACKET, or upwardly inclined orientations to resist - - AC,318.17.8.24 - TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE FOUNDATION SYSTEMS ARE INSTALLED sustained tension roads. EW EACH WAY UPA UNDER POST ABOVE LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT o.Mechanical anchors and adhesive anchors _ - FB FLUSH BEAM UWA UNDER WALL ABOVE BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. lot defined in 4.a INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. 5.Verify use of required design ma. AG 318'Ch.19, 1904.1.19042, FIN FINISH VERT VERTICAL IS. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER - - 26.4.3.26.a 4 1908-2,190s.3 16. PILE AND SOILS PARAMETERS PER GEOTECHNICAL REPORT DATED SEPTEMBER 12TH,2023 BY COBALT S.Prarmcorxrete placement,ralmcale specimens FL FLOOR VIF VERIFY IN FIELD `'"` GEOSCIENCES.PILES TO PENETRATE A MINIMUM OF 7-0"PRIORTO APPLICATION OF REFUSAL CRITERIA, SPECIFIED DESIGWINSTALLATIONCRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND for strength tests,perform slump and air - - ASTMc 172 content tests,and determine the temperature of ASTM C 31 190e.10 FLSHG FLASHING W/ WITH 1049 CROWN DR INSTALL ADDITIONAL PILES AS REQUIRED. AG 318'26.4.5,2612 WC WESTERN CEDAR WHICHEVER IS SHALLOWER. the concrete. FND FOUNDATION �.Inspect concrete and shotcrete placement for t908.6,1906.7. - EVERETT AVERAGE EMBEDMENT DEPTH............... ...... 7'-6" - - Aci 318.26.a 5 FP FIREPLACE HELICAL PILE PROOF TESTING wwe<apglrcatlontecnngues. 1908.a WP WATERPROOF ESTIMATED DEPTH TO END BEARING REFUSAL .......6-0'to ID-U" &Yemymamtenance o1 specified tmnlg _ - Aci 318:26.4.7-26 4.9 1908.9 FT FOOT WWF WELDED WIRE FABRIC WA 98203 THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) temperature and techniques. CONCRETE ANCHORS 9.Inspect prestressed concrete for L':-h11 8 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILTI,OR EQUIVALENT.SPECIAL PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE a.Application of prestressing forces;and - - AG 318 26.921 - - OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD b.Grall0900bondedprestre000950ndom. - AG318:269.2.3 S230726-1XR INSPECTIONS REQUIRED. - t9.impetterectpm or precast concrete m,.,roe,. - Aci 3ls:ch.z6.s - SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD. 11..vent in-ssu concrete strengfn,prior to stressing of tendons in posl-tensioned concrete and STRUCTURAL AND MISC.STEEL prior to removal of snores and 1NmS from - - AG 318:.26.10.2 - PROOF TESTING SHALL BE IN ACCORDANCE WITH ASTM STANDARD D 1143.81.GEOTECHNICAL SPECIAL beams and structural slabs. 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE 12.Inspect for 'formwork for shape,location and INSPECTOR SHALL BE CONTINUOUSLY PRESENT DURING PILE INSTALLATION AND LOAD TESTING.PROOF dimensions of the concrete member being - - ACt 318.26.10.1(b1 LATEST EDITION OF THE AISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". formed ...Yr.,,I'Y M RT 2. MATERIALS: TESTING SHALL BE APPLIED TO EACH OF THE LOAD CONFIGURATIONS SPECIFIED IN THE PILE SPACING&LOAD TABLE 1706.7 BOLTS-ASTM A307,UNLESS OTHERWISE NOTED REQUIREMENTS TABLE.MINIMUM ONE(I)PILE PER LOAD CONFIGURATION SHALL BE TESTED. REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS ... .E. ..TEi-09/17/2023 WF BEAMS-ASTM A572-50(Fy=50,000 PSI) TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION CONCENTRIC DRIVEN PILES {;a.,„L: HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI) 1.verify element materials,sizes and lengths comply with X - ------------ . HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI) 1. "CONCENTRIC OR DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE 2 Detemune requirements Dies of test element and conduct ALL OTHER STEEL-ASTM A36(Fy=36,000 PSI) 2018 INTERNATIONAL BUILDING CODE(IBC). additional load tests,as required. % - 2. IT IS RECOGNIZED THAT THE INTERNATIONAL BUILDING CODE(IBC)REQUIRES 8 INCH MINIMUM DIAMETER 3_As m m pectrvimg operata and maintain complete and a - a;turdte records for each element. PIPE FOR PIPE PILE INSTALLATION.THE APPROPRIATE ANALYSIS/EVALUATION AND TESTING 4 Verrcy placement locations and Numbness,confirm STRUCTURAL STEEL WELDING type and see of hammer record number or blows per 1. CONFORM TO THE AWS CODES Dl.l AND D1.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT REQUIREMENTS IN ACCORDANCE WITH SEATTLE DEPARTMENT OF CONSTRUCTION&INSPECTIONS(SOCI) fool of penetration,determine required penetrations to 0 - DIRECTOR'S RULE 10-2009 ARE PROVIDED TO ALLOW FOR USE OF PILES LESS THAN 8 INCHES IN DIAMETER achieve design capacity,record rip and butt eievanons SPECIFIED ARE TO BE 1/4"CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES. am dcetrnen any damage to foundation e,omem. AS REQUIRED BY SECTION 104.5 OF THE IBC. 5 For steel elements,perform additional special _ - 3. DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,AND SHALL BE IN inspections m accomarced 00 wen Section 17as z. • ALTERNATES: 6 For concrete elements and concrete-reed elements. 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST ACCORDANCE WITH ESR-4121. ee and aadmo17l,5.3ciat inspections m - - accordance Section i.f=i.,. (n 4. ALL MATERIAL PROPERTIES OF DRIVEN PILE COMPONENTS SHALL COMPLY WITH ESR-4121. 7 For specolly elements.perform addmoalinspections W PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL 5. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE as determined oy the registered design professional In - - COST TO OWNER. resporlsAe cnar9e. 0 CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) JOBSITE SAFETY: COATINGS(AC228). _ _ Z 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN 6. ALL PILE COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE REINFORCING STEEL -I AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BUILDING COMPONENTS PER AC358 SECTION 3.9. g TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM 7. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. I HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL a ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY BE USED. V NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR 9. DRIVEN PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN ALLOWABLE ANGLE OF M CL PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, INCLINATION OF 1 DEGREE FROM VERTICAL PER SECTION 5.7 OF ESR.4121. I- SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY 10. DRIVEN PILES SHALL BE INSTALLED TO THE MINIMUM FORCE REQUIRED TO PROVIDE THE MINIMUM V) PERSON. REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). _ .-1 THE MAXIMUM INSTALLATION FORCE SHALL NOT EXCEED THE ALLOWABLE CAPACITY OF ANY INDIVIDUAL g tin COMPONENT OF THE ASSEMBLY. W 11. ALL BRACKETS AND PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE THE Z W MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). (7