10812 HOLLY DR 2021-11-12 - Laserfiche WebLink

GENERAL STRUCTURAL NOTES ABBREVIATIONS SPECIAL INSPECTIONS SCHEDULE asR•THU.• a"Yt F, - DESIGN CRITERIA HELICAL PILES AB ANCHOR BOLT FIG FOOTING CODE:2018 SRC/SRC&AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCY/COUNTY. 1. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE 2018 INTERNATIONAL ABV ABOVE GA GAUGE SPECIAL INSPECTIONS TABLES PER THE 2015 IBC.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN t✓ .. • ROOF 25 PSF SNOW(GROUND) BUILDING CODE(IBC), AFF ABOVE FINISH FLOOR GALV GALVANIZED MARKED WITH A-.ITEMS REQUIRING SPECIAL INSPECTION HAVE BEEN MARKED WITH AN'X'. ...siOtirAl . FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING,INC.,AND SHALL BE ALT ALTERNATE GLB GLUTAM BEAM ••" TABLE T RESIDENTIAL 40 PSF IN ACCORDANCE WITH ESR3750. ALUM ALUMINUM GR GRADE REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION BALCONY/DECK 60 PSF 3. ALL MATERIAL PROPERTIES OF HELICAL PILE COMPONENTS SHALL BE IN ACCORDANCE WITH ESR-3750. APPROX APPROXIMATE GYP GYPSUM WALL BOARD 4. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE AYC ALASKAN YELLOW CEDAR HDG HOT-DIPPED GALVANIZED CONTNUOUs PERIODIC SPECIAL REFERENCED IBC TYPE GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BB BOX BEAM HDR HEADER INSPECTION INSPECTION STANDARD' REFERENCE 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL COATINGS AC228. . 8F BOTTOM FLUSH HE HEM FIR 1.inspect,and vtemeplacem ding prestressing - - AG 318 Cn.20,,252, 1908.4 ( ) tendons.and verify placement. 25.3.26.5.1-26.5.3 ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. 5. ALL HELICAL FOUNDATION COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE BLDG BUILDING HGT HEIGHT 2 Reinforcing bar wowing, 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE BLKG BLOCKING HT HEIGHT a.VVerifywnOASTy of reinforcing bars - - REINFORCING STEEL,BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BUILDING COMPONENTS PER outer than ASTM A 706, AWS 01,4 STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC358 SECTION 3.9. BM BEAM IN INCH b.Inspect single-pass hiiet views.maximum AG 318:26.5.4 DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. BOT BOTTOM IT JOINT sf IS and • 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. BP BOTTOM PLATE MAX MAXIMUM c.lnspectall other welds. - 3.inspectannhnrscastIeconcrete. „1 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 BRG BEARING MIN MINIMUM 4.Inspect armors post-installed in name w - AG318:17.8.2 - W PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF 4-1 DEGREE FROM VERTICAL PER SECTION 4.2.1 OF ESR3750. BTWN BETWEEN MISC MISCELLANEOUS concrete members. Q O` z BSMT BASEMENT a.Adhesive anchors Installed In horizontally ( (7 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 NB NON-BEARING or upwamy maned orientations to resit - - AG 318:17.2.4 - B/W BOTTOM OF WALL sustained tension loads. Z CANT CANTILEVER PRECEDENCE OVER THE"GENERAL NOTES"AND/OR"STANDARD DETAILS". THE INSTALLING UNIT.MONITOR AND RECORD TORQUE APPLIED DURING THE INSTALLATION OF EACH PILE NO NUMBER D.mechanical anchors and adhesive archers - - 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE AT SPECIFIC DEPTHS. OC ON CENTER not in 4,a 1"..1".. W U CONTROL JOINT 5�¢ ACI 318:Ch.19, 1904,1,1904.2, z 10. HELICAL PILES SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO PROVIDE THE PSF POUNDS PER SQUARE FOOT ry use of required design Rh - - 26.4.3.26.4.4 1908,2.1908.3 /� SAME AS FOR SIMILAR WORK. CLG. CEILING Q V 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 PSI POUNDS PER SQUARE INCH 6. • en 50 to concrete placement,fabricate specimens ASTM C 172 W CU CEILING JOIST Q for strength tests.perform slump and air - - ASTM C 31 190810 Z W Z DRAWINGS. THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CLR CLEAR PT PRESSURE TREATED content tests.and determine the temperature of AG 318:26.4.5,26.12 Z (9 the concrete 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CAPACITY OF ANY INDIVIDUAL COMPONENT OF THE PILE ASSEMBLY. CMU CONCRETE MASONRY UNIT RAF RAFTER 7.Inspect concrete and sboicrete piecermrent for - - ACI 318:z6.4.s 1906.6.1908.7, 0 0 m 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 REF REFERENCE &verpropeiy maintenance ce of specs 1908.9 J COL COLUMN fi.veny mrwntenance or specified curing - - ACI 316:26.4.7-26.4.9 19oe.9 DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). CONC CONCRETE REINF REINFORCEMENT temperature and techniques. 9.Inspect prestressed concrete for. 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 CONN CONNECTION REQD REQUIRED a.Appscatinn of prestressing forces:and - - AG 318:26.9.21 - FOR CONSTRUCTION MEANS, METHODS, SEQUENCES AND PROCEDURES. PROVIDE TECHNIQUES, ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. CONST CONSTRUCTION SF SQUARE FOOT O.Grouting of bonded prestressing tendons. - - AG 318:26.923 - Q10.Inspect erection at precast concrete members. ACI 318:Ch.26.8 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 It.Venn,'Imsmt concrete strength,pnorto stressing of lenders in past-tensioned concrete and ACI 318:26.t0.2 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE REQUIRED FOR INSTALLATION AND ALL INDUCED STRESSES. OR CENTER SPF SPRUCE PINE FIR prior to removal of snores and forms from - - - 14. THE PILE QUANTITY,LAYOUT.AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT DEI DETAIL STD STANDARD beams dod structural slabs_ INTERNATIONAL BUILDING CODE,AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER12.Inspect teamwork Tor shape,rotation and ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. DF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE dimensions or the concrete member being - - AG 318:26.10.1(8) - boned. 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 DFL 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 T/C TOP OF CONCRETE TABLE 1705,7 / DJ DOUBLE JOIST REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS SHALL APPLY. RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: T/P TOP OF PLATE 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES A. PRODUCT MANUFACTURER DIA DIAMETER T/S TOP OF STEEL TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTIONRE i.Verily materials,sizes and lengthsc«npy wiREVISIONSB. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS DN DOWN ts the requirements % . - -'------------ OR THE STRUCTURAL DRAWINGS. T/W TOP OF WALL %I,I :.'_S_lapnOR nacre 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. C. PRODUCT TYPE AND CONFIGURATIONS FOR HELICAL PILE LEAD SHAFT SECTIONS,EXTENSIONS, DS DOWN SPOUT TF TOP FLUSH z.Deteradditional rive capacities of lest elements and conduct addwonal load tests.as required. - -.___._............._.__............-._... __. BRACKETS,BOLTS,THREADED RODS,NUTS,WASHERS,AND TORQUES AS SPECIFIED IN THIS EA EACH 3.Inspect driving operations and maintain compete and X 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED EF EACH FACE TJ TRIPLE JOIST accurate records obr perations element. - IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. REPORT AND THE CONSTRUCTION DOCUMENTST/BM TOP OF BEAM 4.Veiny placement locations and pmmbness.coammn D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND El EXPANSION JOINT type and site or hammer,record number of blows per 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS ELEV ELEVATION T/SLAB TOP OF SLAB foot of penetration,determine required penevatonsto X - THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS achieve design capacity,record op and butt elevations GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE EN EDGE NAILING(PANEL) TP TOP PLATE and document any damage to foundation element E. ANTICIPATED AND ACTUAL PILING DEPTH TYP TYPICAL S.For steel elements.perform additional special inspections in accordance with Section 17052. - - F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE ES EACH SIDE AND UNLESS NOTED OTHERWISE 6.For concrete elements and concrete-tiled elements, G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL CONTACT WITH BRACKET, perform tern and addmonat special inspections in - - THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT EW EACH WAY UPA UNDER POST ABOVE accordancewM Section 1705,3, LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE FOUNDATION SYSTEMS ARE INSTALLED FB FLUSH BEAM UWA UNDER WALL ABOVE 7.For specially elements,perform additional Inspections BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. as deternioed by Me registered design professional in - - INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. FIN FINISH VERT VERTICAL responsible charge, 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER - PROJECT NAME 16. MINIMUM ASSUMED SOIL BEARING CAPACITY 3,000 PSF FL FLOOR VIF VERIFY IN FIELD SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND • INSTALL ADDITIONAL PILES AS REQUIRED. FLSHG FLASHING W/ WITH 10812 HOLLY DR FND FOUNDATION WC WESTERN CEDAR EVERETT FP FIREPLACE WP WATERPROOF CONCRETE ANCHORS HELICAL PILE PROOF TESTING FT FOOT WWF WELDED WIRE FABRIC WA 98204 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILTI,OR EQUIVALENT.SPECIAL THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) PROJECT NUMBER INSPECTIONS REQUIRED. PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE OUTUNED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD S210322-2XR STRUCTURAL AND MISC.STEEL SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD. 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE DRAWN BY-Jr LATEST EDITION OF THE ABC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". - 2. MATERIALS: CHECKED BY-M RT BOLTS-ASTM A307,UNLESS OTHERWISE NOTED WF BEAMS-ASTM A572-50(Fy=50,000 PSI) 21-06/02/20 HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI) SHEET DATE-------TE-------2/20 HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fp=46,000 PSI) SCALE ALL OTHER STEEL-ASTM A36(Fy=36,000 PSI) - STRUCTURAL STEEL WELDING 1. CONFORM TO THE AWS CODES D1.1 AND D1.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT SPECIFIED ARE TO BE 1/4"CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES. ALTERNATES: 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL COST TO OWNER. (n Hill F- JOBSIIE SAFETY: 0 I. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN Z AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL D NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR 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 CITY OF EVERETT ce In F- • REVIEWED FOR PERMIT ` -J W w 1 w 2•1 N