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GENERAL NOTES
<br /> PROJECT AND SITE INFORMATION THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED FORCES STRUCTURAL OBSERVATION eA
<br /> AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN ABBREVIATION LIST re. Eic
<br /> PROJECT NAME: HULETT RESIDENCE FOUNDATION REPAIR COMPLETED.STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE REFERENCE STANDARDS:STRUCTURAL OBSERVATIONS SHALL BE ;C
<br /> PROJECT NO.: 19001.20 SOLE RESPONSIBILITY OF THE CONTRACTOR.THIS RESPONSIBILITY INCLUDES PERFORMED PER THE REQUIREMENTS OF IBC CHAPTER 17. ± DIM TO BE FIELD VERIFIED HOR HORIZONTAL
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<br /> CLIENT NAME: CATHY HULETT BUT IS NOT LIMITED TO JOB SITE SAFETY;ERECTION MEANS,METHODS,AND S AT HSS HOLLOW STRUCTURAL SECTION „
<br /> LOCATION: 1225 E CASINO ROAD EVERETT,WA 98203 SEQUENCES;TEMPORARY BRACING INSTALLATION;TEMPORARY SHORING; QUALIFICATIONS:STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE AB ANCHOR BOLT HT HEIGHT
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<br /> ZONING TYPE: 111 SINGLE FAMILY RESIDENCE-DETACHED USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. ENGINEER OR RECORD. AFF ABOVE FINISH FLOOR NT INTERIOR TOWER
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<br /> DURATION OF OBSERVATIONS:STRUCTURAL OBSERVATIONS SHALL BE AGL ABOVE GRADE LEVEL ID INSIDE DIAMETER ENGINEERING
<br /> PROJECT DESCRIPTION SOILS, FOUNDATIONS, AND SLABS PERFORMED CONTINUOUSLY THROUGHOUT THE DURATION OF THE PROJECT
<br /> THIS PROJECT COVERS THE FOUNDATION REPAIRS(SUPPORT POSTS AND REFERENCE STANDARDS:DESIGN AND CONSTRUCTION SHALL CONFORM TO WHERE STRUCTURAL JACKING OPERATIONS ARE TO BE PERFORMED. ALT ALTERNATE JST JOIST COMPANY
<br /> POST FOOTINGS)OF THE HULETT RESIDENCE,INCLUDING THE POTENTIAL TO IBC CHAPTER 18"SOILS AND FOUNDATIONS" APPROX APPROXIMATELY JT JOINT
<br /> LIFT SOME PORTIONS OF THE HOUSE THAT HAS UNDERGONE SETTLEMENT. OBSERVATIONS:DURING STRUCTURAL OBSERVATION,THE RESIDENCE SHALL ARCH. ARCHITECTURAL L AISC STD ANGLE 21907 64TH AVE W,SUITE 140
<br /> ALLOWABLE BEARING PRESSURE:THE ALLOWABLE SOIL BEARING PRESSURE BE OBSERVED FOR INSTABILITY OR DAMAGED CAUSED BY THE STRUCTURAL AMSL ABOVE MEAN SEA LEVEL LL LIVE LOAD MOUNTLAKE TERRACE,WA 98043
<br /> IS PER IBC TABLE 1806.2 AND IS AS FOLLOWS: JACKING OPERATIONS.
<br /> APPLICABLE CODES AND STANDARDS SPREAD FOOTINGS 1,500 PSF BLDG BUILDING LOC LOCATION TEL: 425-640-2266
<br /> ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES ♦ STATEMENT OF STRUCTURAL OBSERVATIONS:AT THE CONCLUSION OF THE BLKG BLOCKING LSL LAMINATED STRAND LUMBER FAX:425-640-5665
<br /> AND STANDARDS: SOIL CONDITIONS:ALL CONCRETE CONSTRUCTION SHALL BEAR ON 1 WORK INCLUDED IN DURATION OF OBSERVATIONS,THE STRUCTURAL BM BEAM LVL LAMINATED VENEER LUMBER
<br /> COMPETENT (UNDISTURBED SOIL
<br /> COMPACTED STRUCTURAL OBSERVER SHALLAND WRITTEN
<br /> STATEMENT HULETT RESiDENCE
<br /> NDS:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,2015 FILL 95%MAXIMUM DARING SOILS SHALLBE FREE OFTHAT THE SITE VISITS HAVE BEEN MADE IIDENTFY AREPORTEDBOF BOTTOM OF FOOTING MAX MAXIMUM
<br /> EDITION EXCESSIVE GROUND WATER AND SHALL BE LOCATED BELOW THE FROST LINE, DEFICIENCIES THAT,TO THE BEST OF THE STRUCTURAL OBSERVER'S BOT BOTTOM M.B. MACHINE BOLT
<br /> AT A MINIMUM OF 18"BELOW GRADE. KNOWLEDGE,HAVE NOT BEEN RESOLVED. BRG BEARING MECH MECHANICAL EVERETT, WA
<br /> ASTM:AMERICAN SOCIETY FOR TESTING AND MATERIALS,LATEST EDITION. B.U. BUILT UP MEZZ MEZZANINE THIS DRAWING IS THE PROPERTY OF
<br /> POST-INSTALLED ANCHORS:ANCHORS TO EXISTING CONCRETE SHALL BE HILTI REQUIRED INSPECTIONS:PER IBC SECTION 1704.6,PERFORMING STRUCTURAL TOWER ENGINEERING COMPANY AND IS
<br /> IBC:INTERNATIONAL BUILDING CODE, 015 EDITION. ADHESIVE ANCHORS WITH HILTI HIT-RE 500 V3 EPDXY MORTAR.PROVIDE 5/8" OBSERVATIONS DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE C AISC STD CHANNEL MFR MANUFACTURER TRANSMITTED IN CONFIDENCE.THE
<br /> 1 DIAMETER HAS-E-55 ANCHOR BOLTS EMBEDDED A MINIMUM OF 4"INTO INSPECTIONS IN IBC SECTION 110 OR THE SPECIAL INSPECTIONS IN IBC (C= ) CAMBER MIN MINIMUM REPRODUCTION,USE OR DISCLOSURE,IN
<br /> IRC:INTERNATIONAL RESIDENTIAL COD 2015 EDITION. CONCRETE,UNLESS NOTED OTHERWISE. SECTION 1705 OR OTHER SECTIONS IN THE IBC. CANT. CANTILEVER MISC MISCELLANEOUS WHOLE OR IN PART,OF THE DESIGN AND
<br /> CONCRETE CFS COLD—FORMED STEEL MTL METAL DETAILS CONTAINED HEREIN IS PROHIBITEC
<br /> AISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION,MANUAL OF STEEL SPECIAL INSPECTIONSWITHOUT THE PRIOR WRITTEN PERMISSION
<br /> CONSTRUCTION,LATEST EDITION. CONCRETE WORK SHALL CONFORM TO REQUIREMENTS OF CHAPTER 19 OF CJ CONTROL/CONSTRUCTION JOINT (N) NEW OF TOWER ENGINEERING COMPANY.
<br /> THE INTERNATIONAL BUILDING CODE. A.SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CJP COMPLETE JOINT PENETRATION NF NEAR FACE
<br /> ACI:AMERICAN CONCRETE INSTITUTE,BUILDING CODE REQUIREMENTS FOR CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE(IBC,2015 EDITION)AS CL CENTERLINE NS NEAR SIDE
<br /> STRUCTURAL CONCRETE,LATEST EDITION. COMPRESSIVE STRENGTH: ADOPTED AND AMENDED BY THE STATE OF WASHINGTON,SNOHOMISH
<br /> COUNTY AND THE CITY OF EVERETT. CLR• CLEARANCE NTS NOT TO SCALE 1r��"'�
<br /> CONCRETE STRENGTH SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER
<br /> TESTS,UNLESS APPROVED OTHERWISE.CONCRETE MIXES SHALL CONFORM CMU CONCRETE MASONRY UNIT OC ON CENTER WASp�
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<br /> B.OWNER SHALL RETAIN AND PAY FOR A QUALIFIED SPECIAL INSPECTOR TO ti 0
<br /> DESIGN CRITERIA TO THE FOLLOWING REQUIREMENTS: PROVIDE MONITORING AND TESTING SERVICE IN ACCORDANCE WITH IBC COL COLUMN OD OUTSIDE DIAMETER Q 1� `!yGI
<br /> SECTION 1705.6.OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING. CONC CONCRETE OPNG OPENING VI
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<br /> LOAD COMBINATIONS:LOAD COMBINATIONS SHALL BE IN ACCORDANCE WITH MINIMUM(F'c)REQUIRED: �¢
<br /> SECTION 1605 OF THE IBC. CONN CONNECTION PAF POWDER ACTUATED FASTENER
<br /> FOOTINGS/STEMWALL 3,000 PSI C.PER IBC,THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON CONST CONSTRUCTION PERP PERPENDICULAR
<br /> DEAD LOADS: EMPLOYED OR RETAINED BY AN APPROVED AGENCY AND APPROVED BY THE h'
<br /> 10 PSF UNIFORM DEAD LOAD MIX REQUIREMENTS:W/C RATIO SHALL BE MEASURED BY WEIGHT,SHALL BE BUILDING OFFICIAL AS HAVING THE COMPETENCE NECESSARY TO INSPECT A CONT CONTINUOUS PJP PARTIAL JOINT PENETRATION J3
<br /> SELF WEIGHT OF STRUCTURAL MEMBERS BASED ON THE TOTAL CEMENTITIOUS MATERIAL AND SHALL NOT TO EXCEED PARTICULAR TYPE OF CONSTRUCTION. CON TR CONTRACTOR PL PLATE �(• / ��C 4 \'Z '
<br /> 0.45.WATER/CEMENT RATIO SHALL BE DETERMINED BY THE SUPPLIER BASED COORD COORDINATE PSF POUNDS PER SQUARE FOOT J4La►?.St. �' IP,A
<br /> LIVE LOADS:LIVE LOADS ARE CALCULATED IN ACCORDANCE WITH ASCE 7-10: ON STRENGTH REQUIREMENTS.WATER SHALL BE CLEAN AND POTABLE WITH A D.OWNER SHALL SUBMIT PROPOSED SPECIAL INSPECTORS AND TESTING r
<br /> AGENCIES TO BUILDING OFFICIAL. CTR CENTER PSL PARALLAM
<br /> LIVE FLOOR LOAD=40 PSF MAXIMUM WATER SOLUBLE CHLORIDE CONTENT OF 0.15%BY WEIGHT OF r) i~
<br /> CEMENTITIOUS MATERIAL.PROVIDE 5.0%TOTAL AIR CONTENT,WITH A CY CUBIC YARD P.T. POST TENSION
<br /> DEFLECTION LIMITS: TOLERANCE OF+2.0%AND-1.5%.SLUMP SHALL NOT EXCEED 4",WITH E.SPECIAL INSPECTIONS ARE IN ADDITION TO OTHER INSPECTIONS REQUIRED DBL DOUBLE PT PRESSURE TREATED
<br /> TOTAL LOAD U240 TOLERANCE PER C94.
<br /> BY CONSTRUCTION DOCUMENTS AND BUILDING OFFICIAL. DEMO DEMOLISH OR DEMOLITION PW PLYWOOD
<br /> LIVE LOAD U360 F.DUTIES AND RESPONSIBILITIES OF SPECIAL INSPECTOR: D.F. DOUGLAS FIR QTY QUANTITY
<br /> ADMIXTURES:WATER-REDUCING ADMIXTURES MAY BE INCORPORATED IN 1. OBSERVE WORK ASSIGNED FOR CONFORMANCE WITH APPROVED DIA OR 0 DIAMETER REINF REINFORCING
<br /> CONCRETE MIX DESIGNS,SHALL CONFORM TO ASTM C 494,AND SHALL BE
<br /> GENERAL NOTES DESIGN DRAWINGS AND SPECIFICATIONS.
<br /> USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S 2. FURNISH INSPECTION REPORTS TO THE OWNER,THE ENGINEER OR DIAL DIAGONAL REQ'D REQUIRED 8-7-19 PERMIT RESPONSE
<br /> ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY RECOMMENDATIONS.CALCIUM CHLORIDE OR OTHER WATER-SOLUBLE ARCHITECT OF RECORD,AND OTHER OWNER-DESIGNATED PERSONS. DIM DIMENSION SCHED SCHEDULE
<br /> QUALIFIED CONTRACTORS EXPERIENCED IN THE GENERAL TYPE OF CHLORIDE ADMIXTURES SHALL NOT BE USED. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF DL DEAD LOAD SCL STRUCTURAL COMPOSITE LUMBER
<br /> CONSTRUCTION REQUIRED. THE CONTRACTOR FOR CORRECTION,THEN,IF UNCORRECTED,TO THE 6-25-19 PERMIT SET
<br /> DWG DRAWING SIM SIMILAR
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY PRECAUTIONS AND THE REINFORCING STEEL PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL.
<br /> 3. SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK DWL DOWEL SOG SLAB ON GRADE REV DATE DESCRIPTION
<br /> METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO DEFORMED BARS ASTM A615,GR 60 FY=60 KSI REQUIRING SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL EA EACH SPECS SPECIFICATIONS
<br /> PERFORM THE WORK. INSPECTOR'S KNOWLEDGE,IN CONFORMANCE WITH APPROVED PLANS EF EACH FACE SQ SQUARE PREPARED BY
<br /> BAR PROTECTIOIN:REINFORCING STEEL SHALL HAVE MINIMUM PROTECTION AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP
<br /> SUBSTITUTIONS:ANY SUBSTITUTIONS MUST CONFORM TO THE EL. ELEVATION SR SOLID ROUND MEMBER
<br /> REQUIREMENTS OF THESE NOTES AND SPECIFICATIONS AND SHALL BE AS FOLLOWS,UNLESS NOTED OTHERWISE: PROVISIONS OF THE BUILDING CODE.ALSO,INDICATE THE TYPE OF DET 8-7-19
<br /> SIMILAR TO THOSE SHOWN.ALL SUBSTITUTIONS SHALL BE SUBMITTED TO THE WORK THAT WAS INSPECTED.THIS REPORT SHALL BE SUBMITTED ELEV. ELEVATOR STD STANDARD
<br /> ENGINEER OF RECORD(EOR)FOR REVIEW AND APPROVAL PRIOR TO FOOTINGS&RETAINING WALLS: PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. ENGR ENGINEER STHG SHEATHING
<br /> FABRICATION. WHERE CAST AGAINST EARTH: 3"(INCHES) EOR ENGINEER OF RECORD STIFF STIFFENER CHECKED BY
<br /> G.SPECIAL INSPECTION OF FABRICATED ITEMS IS NOT REQUIRED FOR WORK
<br /> EXPOSED TO EARTHIWEATHER: 2"NO.6 THU NO.18 BARS PERFORMED BY AN APPROVED FABRICATOR PER IBC SECTION 1704.2. EQ EQUAL STRUCT STRUCTURAL KKB 8 7-19
<br /> PRE-MANUFACTURED ELEMENTS: MUST CONFORM TO THE REQUIREMENTS OF 1-1/2"NO.5 BAR AND SMALLER EW EACH WAY SUPP SUPPORT
<br /> THESE NOTES AND SPECIFICATIONS AND SHOULD BE SIMILAR TO THOSE NOT EXPOSED TO WEATHER: 1-1/2"NO.14 AND NO.18 BARS H.CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR
<br /> SHOWN.THESE DESIGN ELEMENTS MUST BE STAMPED BYA REGISTERED 3/4"NO.11 BAR AND SMALLER IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL EX OR (E) EXISTING SW SHEAR WALL ENGINEER REVIEW
<br /> PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON,AND SUBMITTED TO INSPECTION(IBC 1702).PERIODIC SPECIAL INSPECTION MEANS THAT THE EXP EXPANSION T&B TOP AND BOTTOM
<br /> THE EOR FOR APPROVAL PRIOR TO FABRICATION. SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM EXT EXTERIOR T&G TONGUE AND GROOVE
<br /> SPECIAL CONDITIONS: CONTRACTOR SHALL VERIFY LEVELS,DIMENSIONS, WOOD THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. FDN FOUNDATION THR'D THREADED KKB 8-7-19
<br /> AND EXISTING CONDITIONS IN THE FIELD BEFORE PROCEEDING.DIMENSIONS POSTS: I.INSPECTION REQUIREMENTS FOR SYSTEMS DESIGNED BY OTHERS SHALL BE FF FAR FACE TOF TOPOF FOOTING
<br /> OF EXISTING CONDITIONS MAY BE BASED ON RECORD DRAWINGS AND ARE TO PROJECT NUMBER
<br /> DEFINED BY THE LICENSED DESIGN PROFESSIONAL RESPONSIBLE FOR THEIR FLR FLOOR TOS TOP OF STEEL
<br /> BE FIELD-VERIFIED BY THE CONTRACTOR.DIMENSIONS NOTED AS PLUS OR (6X AND LARGER) HEM-FIR(NORTH)NO.2 DESIGN.
<br /> MINUS(±)INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE.IN CASE MIN.BASE VALUE,FC=575 PSI FOM FACE OF MASONRY TRT'D TREATED 19001.20
<br /> OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS, FOS FACE OF STUD TYP TYPICAL
<br /> OR OF ANY CONFLICTS OR EXCESSIVE VARIATIONS FROM INDICATED AL INSPECTION SCHEDULE FRMG FRAMING UNO UNLESS NOTED OTHERWISE v v vvv
<br /> DIMENSIONS,THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE EOR TIMBER CONNECTORS:TIMBER CONNECTORS INDICATED ON THE DRAWINGS ESTABLISHED SPECICI PER 2015 IBC CHAPTER 17
<br /> BEFORE PROCEEDING.CONTRACTOR SHALL NOTIFY THE EOR OF ANY USE NOMENCLATURE AND PART NUMBERS CONTAINED IN THE CATALOGS BY FRT FIRE RETARDANT TREATED UT ULTRASONIC TESTED GENERAL
<br /> DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR SIMPSON STRONG-TIE COMPANY.CONNECTORS SHALL BE INSTALLED PER THE CONTINUOUS PERIODIC FS FAR SIDE VERT VERTICAL NOTES 1
<br /> MANUFACTURER'S INSTRUCTIONS.PROVIDE WASHERS UNDER THE HEADS ITEM INSPECTION INSPECTION COMMENTS
<br /> FABRICATION. FTG FOOTING W AISC STD WIDE FLANGE
<br /> AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.UNLESS SOILS
<br /> MEANS AND METHODS,SITE SAFETY: THE CONTRACTOR IS RESPONSIBLE FOR NOTED OTHERWISE ALL NAILS SHALL BE COMMON.ALTERNATIVE TIMBER VERIFY MATERIALS BELOW SHALLOW GALV GALVANIZED W/ WITH
<br /> ALL MEANS AND METHODS OF CONSTRUCTION AND SITE SAFETY FOR THE CONNECTORS MAY BE SUBMITTED FOR APPROVAL,PROVIDED THAT THEY FOUNDATIONS ARE ADEQUATE TO ACHIEVE X GL GLULAM WP WORK POINT
<br /> PROJECT.NO ACTIONS BY THE ENGINEER OF RECORD SHALL BE INTERPRETED HAVE EQUAL OR GREATER STRUCTURAL CAPACITY AND FIT DIMENSIONALLY THE DESIGN BEARING CAPACITY. GR GRADE WT WEIGHT
<br /> TO SUPERSEDE THE CONTRACTOR'S RESPONSIBILITY FOR MEANS AND WITHIN ARCHITECTURAL FINISHES. VERIFY EXCAVATIONS ARE EXTENDED TO S_ .O O
<br /> METHODS AND SITE SAFETY. 1 PROPER DEPTH AND HAVE REACHED X GWB GYPSUM WALL BOARD WWF WELDED WIRE FABRIC
<br /> BEARING:ALL GIRDERS SHALL BEAR ON A MINIMUM OF 3.5"ON ANY SUPPORT. PROPER MATERIAL HGR HANGER !�
<br /> OF 4 SHEETS
<br /> CITY OF EVERETT
<br /> REVIEWED FOR PERMIT
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