4504 TERRACE DR 2023 Plans 2025-07-22

? 2o,c GENERAL STRUCTURAL NOTES HELICAL PILES CONCENTRIC DRIVEN PILES DESIGN CRITERIA 1. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE 1. "CONCENTRIC"OR DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED IN - '' • CODE:2018 SBC/SRC&AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCY/COUNTY. 2018 INTERNATIONAL BUILDING CODE(IBC). ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE(IBC). SPECIAL INSPECTIONS SCHEDULE .... ROOF 25 PSF SNOW(GROUND) 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING, 2. IT IS RECOGNIZED THAT THE SEATTLE BUILDING CODE(SBC)REQUIRES 8 INCH FLOORS INC.,AND SHALL BE IN ACCORDANCE WITH ESR-3750. MINIMUM DIAMETER PIPE FOR PIPE PILE INSTALLATION.THE APPROPRIATE SPECIAL INSPECTIONS TABLES PER THE 2018 IBC.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN MARKED WITH A".ITEMS RESUMING SPECIAL INSPECTION HAVE BEEN MARKED WITH AN TX. RESIDENTIAL 40 PSF 3. ALL MATERIAL PROPERTIES OF HELICAL PILE COMPONENTS SHALL BE IN ACCORDANCE ANALYSIS/EVALUATION AND TESTING REQUIREMENTS IN ACCORDANCE WITH SEATTLE BALCONY/DECK 60 PSF WITH ESR-3750. DEPARTMENT OF CONSTRUCTION&INSPECTIONS(SDCI)DIRECTORS RULE 10-2009 ARE TABLE 17001 REQUIRED SPECIAL INSPEGTWNS AND TESTS OF CONCRETE CDNe7RUCTION 4. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES PROVIDED TO ALLOW FOR USE OF PILES LESS THAN B INCHES IN DIAMETER AS REQUIRED CONTII REFERENCED MC GENERAL CONDITIONS ACCEPTANCE CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS BY SECTION 104.5 OF THE SBC. TYPE INSPECTOR IN.PeonoN FERERCB 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL USING POLYMER(EAA)COATINGS(AC228). 3. DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED BY STABIL-LOC SYSTEMS, """` - - 263.zse,-:cs3 _ e' ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. 5. ALL HELICAL FOUNDATION COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM LLC,AND SHALL BE IN ACCORDANCE WITH ESR-4121. . 06 De "" of mar.,Neu _ _ 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE CONCRETE REINFORCING STEEL,BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL 4. ALL MATERIAL PROPERTIES OF DRIVEN PILE COMPONENTS SHALL COMPLY WITH • Pa8'An.eN. .oe,e zee. STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY BUILDING COMPONENTS PER AC358 SECTION 3.9. ESR-4121. ,.an° - DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED 5. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ,Pop.anchrs 4151 MI CIIIVICIf - - .n.,e vez - 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL DESIGN LOADS. ACCEPTANCE CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS [A.w..l>.cnors wK,.NM�onNae"eA BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE 7. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY USING POLYMER(EAA)COATINGS(AC228). a or. ,Aa «Oe`°,,,M.*". "', 7 - - AG an,T.z, - W PROCEEDING WITH ANY WORK SO INVOLVED. BE USED. 6. ALL PILE COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE A M .e en,e' am. x.esme anchors _ _ 0 Wray - 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE 8. HELICAL PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN REINFORCING STEEL,BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BUILDING a ,A7 a.,ew,Mir..«,o•n, - _..„3'j zCeA.'' ,s.2, F w PRECEDENCE OVER THE"GENERAL NOTES"AND/OR"STANDARD DETAILS". ALLOWABLE ANGLE OF INCLINATION OF+/-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 COMPONENTS PER AC358 SECTION 3.9. ""e1i1eC"`N"ie"`eq""� - - A w�sn ,�,,, Z 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE OF ESR-3750. 7. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED `Mew,,,,.,:' - .a�ieeAl S.zFm `� SAME AS FOR SIMILAR WORK. 9. MONITOR AND RECORD DEPTH OF PILE PENETRATION.PROVIDE TORQUE MONITORING DESIGN LOADS. OPPN90*°'°"IP.." _ Z 1.11,011BT am tor.e,e,mA eW+Fe,...) -26 P V WO. ES6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DEVICE AS PART OF THE INSTALLING UNIT.MONITOR AND RECORD TORQUE APPLIED 8. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY s ' ". - „a„„tea.. ---- DURING THE INSTALLATION OF EACH PILE AT SPECIFIC DEPTHS. BE USED. f°P""'°"dPes„ae,N"°""'" - - 318 na2a Z 111 DRAWINGS. oaP.l..lao„eeAMe>tie>sAe1NN."' - - Z z NO 10. HELICAL PILES SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO 9. DRIVEN PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN TO""F`-"== ec Wens°""`"11A r. - - - .1318'V 2. - 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY „-,*, , Wens.P�s o"�,.N - - - 0 Q w CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE PROVIDE THE MINIMUM REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A ALLOWABLE ANGLE OF INCLINATION OF 1 DEGREE FROM VERTICAL PER SECTION 5.7 OF • „,�„,„a,n..n,,,,,„,,,,„P„ - - ''O"°A"'- - FACTOR OF SAFETY NO LESS THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL ESR-4121. 'I 'N'^00•W 00000 0 DISTRESS TO THE STRUCTURE. d'M.< ,M - - .3 RIS.'.., - 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF ANY INDIVIDUAL COMPONENT OF 10. DRIVEN PILES SHALL BE INSTALLED TO THE MINIMUM FORCE REQUIRED TO PROVIDE taro° THE MINIMUM REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF TAEBT OE D FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE THE PILE ASSEMBLY. REQUIRED SPECIAL INSPECTIONS MD TESTS 170 DRIVEN DEEP FOUNDATION ELEMENTS ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. 11. ALL BRACKETS AND HELICAL PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE SAFETY NO LESS THAN TWO(2).THE MAXIMUM INSTALLATION FORCE SHALL NOT EXCEED lyre ow„Pnwoe SPECIALIHs.conoN PERIODIC SPECIAL 04erce7wN 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE CAPACITY TO ACHIEVE THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR THE ALLOWABLE CAPACITY OF ANY INDIVIDUAL COMPONENT OF THE ASSEMBLY. 'Docey„el^'roarer....IP^a•G" , - INTERNATIONAL BUILDING CODE,AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER OF SAFETY NO LESS THAN TWO(2). 11. ALL BRACKETS AND PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY ,ae°t ;` ,e,°,,as repot.emu" ��ODO x - ANY PORTION OF THE WORK. 12. REPAIR BRACKETS MUST BE CONCENTRICALLY LOADED AND THE BRACKET PLATE TO ACHIEVE THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY N;°�.P:Hda,ro,earn418.111 ` - 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. MUST BE FULLY ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. NO LESS THAN TWO(2). mof se.ralsat 'TIT NM'. - _ x _ WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE STRINGENT REQUIREMENT 13. ALL HELICAL PILE ASSEMBLY COMPONENTS MUST HAVE ADEQUATE STRENGTH TO 12. THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE c ^�H^'^'�=A4 be1�Se" DEVELOP THE TORQUE REQUIRED FOR INSTALLATION AND ALL INDUCED STRESSES. CHANGED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO 'F.,Me,e.,.eN,persorrn andlona.pero - - SHALL APPLY. ..a....-<...se...., _. 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES 14. THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE INSTALLATION. ..A"`onns a441�ar3.'a°`m - ORTHE STRUCTURAL DRAWINGS. CHANGED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO 13. SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1705.7 IS REQUIRED FOR T+w Mere.4441.„dd .,�„:�w,a 1, - INSTALLATION. INSTALLATION OF THE STABIL-LOC FOUNDATION PIERING SYSTEM.A GEOTECHNICAL .m«�,.a8k.nxs.Poes: .vm 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2015 AND 2012 IBC SECTION SPECIAL INSPECTOR MUST VERIFY AND RECORD THE FOLLOWING: 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED 1705.9 MUST BE PROVIDED FOR THE INSTALLATION OF THE HELICAL PILES AND A. VERIFICATION OF MANUFACTURER PRODUCT MODEL NUMBERS IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION, FOUNDATION BRACKETS.ITEMS TO BE RECORDED AND CONFIRMED BY THE SPECIAL B. TYPES,CONFIGURATIONS,AND IDENTIFICATIONS OF HYDRAULICALLY DRIVEN STEEL - 14, ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS INSPECTOR MUST INCLUDE THE FOLLOWING: PIER SEGMENT AND ADJUSTABLE HEAD ASSEMBLY AS SPECIFIED IN ESR-4121 AND THE ABBREVIATIONS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. A. PRODUCT MANUFACTURER CONSTRUCTION DOCUMENTS. AB ANCHOR BOLT FTC FOOTING B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS C. INSTALLATION PROCEDURES,ANTICIPATED AND ACTUAL PILING DEPTH ABV ABOVE GA GAUGE 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING C. PRODUCT TYPE AND CONFIGURATIONS FOR HELICAL PILE LEAD SHAFT D. TIP ELEVATIONS,THE INSTALLATION PRESSURE AND FINAL DEPTH OF THE DRIVEN AFF ABOVE FINISH FLOOR GALV GALVANIZED CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES ALT ALTERNATE OLD GLULAM BEAM SECTIONS,EXTENSIONS.BRACKETS,BOLTS,THREADED RODS,NUTS,WASHERS,AND FOUNDATION SYSTEM ALUM ALUMINUM GR GRADE EXCAVATIONS,COLUMNS,EQUIPMENT LOADS,MATERIAL LOADS,AND OTHERS. OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT INCLUDE INSPECTIONS OF TORQUES AS SPECIFIED IN THIS REPORT AND THE CONSTRUCTION DOCUMENTS E. INCLINATION AND POSITION/LOCATION OF HYDRAULICALLY DRIVEN PIER SEGMENTS APPROX APPROXIMATE GYP GYPSUM WALL BOARD D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION F. COMPLIANCE OF THE INSTALLATION WITH THE APPROVED CONSTRUCTION DOCUMENTS Arc A1A51(AN YELLOW CEDAR HDG HOT-PIPPED GALVANIZED TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. B BOX BEAM HOB HEADER EQUIPMENT USED,AND AND THIS EVALUATION REPORT. BE BOTTOM FLUSH HE HEM FIR THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS 14. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR BLDG BUILDING HOT HEIGHT 4504 Evergreen B BLOCKING HEIGHT Way, Everett,WA E. ANTICIPATED AND ACTUAL PILING DEPTH FAILURE TO MEET OTHER SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT BMM BEAM IN INCH CONCRETE ANCHORS F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF ACCEPTABLE.ABANDON REJECTED PILES AND INSTALL ADDITIONAL PILES AS REQUIRED. BOY BOTTOM IT JOINT 98203 BP BOTTOM PLATE MAX MAXIMUM 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILTI,OR INSTALLATION BRG BEARING MIN MINIMUM EQUIVALENT.SPECIAL INSPECTIONS REQUIRED. G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL DRIVEN PILE PROOF TESTING BTWN BETWEEN MISC MISCELLANEOUS CONTACT WITH BRACKET,TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A BSMr BASEMENT NB NON-BEARING B/W BOTTOM OF WALL NO NUMBER S221213-1 XR STRUCTURAL AND MISC.STEEL FOUNDATION SYSTEMS ARE INSTALLED BY AN APPROVED IDEAL FOUNDATION SYSTEMS MINIMUM THREE(20)PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM) CANT CANTILEVER OC ON CENTER 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE INSTALLER. IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN ASTM D1143 AND/OR THE 2018 CI CONTROL JOINT PSF POUNDS PER SQUARE FOOT NJ CLG. CEILING PSI POUNDS PER SQUARE INCH LATEST EDITION OF THE AISC'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR SEATTLE BUILDING CODE(SBC).THE MAXIMUM TEST LOAD SHALL BE TWO-HUNDRED(200) CU CEILING JOIST PT PRESSURE TREATED 2. MATERIALS: FAILURE TO MEET OTHER SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT PERCENT OF THE SPECIFIED DESIGN LOAD.LOAD TESTING MAY NEED TO BE TERMINATED GLA CLEAR CMU CONCRETE MASONRY UNIT RAF RAFTER M RT BOLTS-ASTM A307,UNLESS OTHERWISE NOTED ACCEPTABLE.ABANDON REJECTED PILES AND INSTALL ADDITIONAL PILES AS REQUIRED. IF ADDITIONAL LIFTING OF THE STRUCTURE OCCURS.GEOTECHNICAL SPECIAL INSPECTOR COL COLUMN REF REFERENCE WF BEAMS-ASTM A572-50(Fy=50,000 PSI) SHALL BE CONTINUOUSLY PRESENT DURING DRIVEN PILE LOAD TESTING. CONC CONCRETE REINF REINFORCEMENT CONN CONNECTION REQD REQUIRED 8/27/23 HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI) HELICAL PILE PROOF TESTING CONST CONSTRUCTION SF SQUARE FOOT H55 RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI) THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A CONT CONTINUOUS SIM SIMILAR ALL OTHER STEEL-ASTM A36(FyMINIMUM TWENTY(20)PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM) CTR CENTER SPF SPRUCE PINE FIR --36,000 PSI) DET DETAIL STD STANDARD IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN ASTM D1143 AND/OR THE 2018 DF DOUGLAS FIR(SOUTH) SNP SOUTHERN YELLOW PINE STRUCTURAL STEEL WELDING SEATTLE BUILDING CODE(SBC).THE MAXIMUM TEST LOAD SHALL BE TWO-HUNDRED(200) DEL DOUGLAS FIR LARCH T/ TOP OF DIM DIMENSION T/C TOP OF CONCRETE 1. CONFORM TO THE AWS CODES D1.l AND D1.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT PERCENT OF THE SPECIFIED DESIGN LOAD,IF REQUIRD BY THE PERMITTING AUTHORITY. DJ DOUBLE 101ST T/P TOP OF PLATE SPECIFIED ARE TO BE 1/4"CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES. EACH LOAD INCREMENT UP TO THE TWO-HUNDRED(200)PERCENT OF DESIGN LOAD DIA DIAMETER T/S TOP OF STEEL SHOULD BE HELD FOR FIVE(FIVE)MINUTES AND THE VERTICAL STRAIN MONITORED.IF THE DN DOWN T/W TOP OF WALL DS DOWN SPOUT TF TOP FLUSH ALTERNATES: TOTAL STRAIN BETWEEN 1 AND 5 MINUTES IS LESS THAN 0.04 INCHES,THE HELICAL PIER EA EACH TJ TRIPLE JOIST 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST MAY BE CONSIDERED ACCEPTABLE.IF THE RECORDED STRAIN EXCEEDS 0.04 INCHES,THE E EACH EXPANSIONFACE JOINT T/BM TOP OF BEAM PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL HELICAL PIER SHOULD EITHER BE DEEPENED AND RETESTED OR ABANDONDED AND A NEW ELEV ELEVATION T/SLAB TOP OF SLAB COST TO OWNER. HELICAL PIER SHALL BE INSTALLED AND TESTED.GEOTECHNICAL SPECIAL INSPECTOR EN EDGE NAILING(PANEL) TP TOP PLATE EQ EQUAL TYP TYPICAL W SHALL BE CONTINUOUSLY PRESENT DURING HELICAL PILE LOAD TESTING. ES EACH SIDE UNO UNLESS NOTED OTHERWISE I-- JOBSITE SAFETY: EW EACH WAY UPA UNDER POST ABOVE 0 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN FB FLUSH BEAM UWA UNDER WALL ABOVE Z AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR FIN FINISH VERT VERTICAL FL FLOOR VIF VERIFY IN FIELD Q TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM FISHG FLASHING W/ WITH HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL END FOUNDATION WC WESTERN CEDAR D FP FIREPLACE WP WATERPROOF NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR FT FOOT WWF WELDED WIRE FABRIC U PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, D SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY ce H PERSON. U) J -I Q UJ z UJ CD