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<br /> CODES: CONCRETE: (9)AT THE TIME CONCRETE IS PLACED,REINFORCEMENT SHALL BE FREE FROM MUD,OIL OR GG' T•r/
<br /> • ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF (1)CONCRETESHALL BE NORMAL WEIGHT CONCRETE WITH AVERAGE UNIT WEIGHT EQUAL TO OTHER NONMETALLIC COATINGS THAT DECREASE BOND.A LIGHT COATING OF MILL SCALE OR \O WAS 94
<br /> INTERNATIONAL BUILDING CODE(IBC)AND NATIONAL ELECTRIC CODE(NEC),ALONG WITH 145 PCF,MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45. RUST WILL BE PERMITTED. O H4
<br /> ALL APPLICABLE FEDERAL STATE,COUNTY,AND MUNICIPAL BUILDING CODES,ORDINANCES, LOCATION: STRENGTH(MIN): SLUMP(MAX):
<br /> RULES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION OVER THE AIR CONTENT(t1%): (10)ANCHOR BOLTS SHALL BE ASTM A307,PLACEMENT OF ANCHOR BOLTS SHOULD BE VERIFIED iy I _ Cs,
<br /> CONSTRUCTION OF THIS PROJECT,SHALL APPLY THROUGHOUT. SHELTER/PLATFORM FOOTINGS 4000 PSI 4" N0 BY TWO PERSONS TO ENSURE PROPER PLACEMENT.
<br /> THE DESIGN CRITERIA USED FOR THIS PROJECT ARE AS FOLLOWS:2015 IBC,2015 ENTRAINED AIR t
<br /> WS
<br /> IECC,AND 2014 NEC. RETAINING WALLS 4000 PSI 4" NO (11)ALL HAPES SHALL CONFORM TO ASTM A 992.ALL OTHER STEEL SHALL CONFORM TO / /
<br /> ENTRAINED AIR ASTM A 38. � 4, �
<br /> • AMERICAN CONCRETE INSTITUTE,ACI 318.14,STANDARD BUILDING CODE REQUIREMENTS RETAINING WALL FOOTINGS 4000 PSI 4" NO
<br /> FOR STRUCTURAL CONCRETE. _ ENTRAINED AIR
<br /> • AMERICAN INSTITUTE OF STEEL CONSTRUCTION,AISC 14TH EDITION,MANUAL OF STEEL SHELTER SLABS CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS: •
<br /> CONSTRUCTION. EXTERIOR 4000 PSI 3" 6% CONDITION: MIN.COVER ,,O 6 54777(.c�� �Q
<br /> • AMERICAN WELDING SOCIETY,AWS 01.1 LATEST EDITION.STRUCTURAL WELDING CODE. AIR INTERIOR 4000 PSI 3" NO ENTRAINED (1)CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" P� 444' 'f�,v r\j
<br /> (2)CONCRETE EXPOSED TO EARTH OR WEATHER: .�` V
<br /> GENERAL NOTES: (2)CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE. #6-#18 BAR 2' A't'" O (AL�1"G�
<br /> (1) THESE STRUCTURAL NOTES SUPPLEMENT THE WRITTEN SPECIFICATIONS AND PROJECT #5 BAR OR LESS AND W.W.F. 1-12" i 8.14.17
<br /> DRAWINGS. (3)ALL CONCRETE SURFACES SHALL BE CURED PER THE SPECIFICATIONS AND IN CONFORMANCE
<br /> WITH AC1 308.1-05. (3)CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
<br /> (2) NOTES AND DETAILS ARE TYPICAL AND APPLY TO ALL SIMILAR CONDITIONS UNLESS SLABS,WALL,AND JOISTS: ARE ACTING UNDER THE DIRECTION OF A LICENSED
<br /> SPECIFICALLY NOTED OTHERWISE ON THE CONTRACT DOCUMENTS. (4)MECHANICALLY VIBRATE ALL CONCRETE. #14-#18 1-1/2" PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
<br /> #11 AND SMALLER - 3/4"
<br /> (3) ANY DISCREPANCY FOUND AMONG THE NOTES,WRITTEN SPECIFICATIONS AND PROJECT (B)NO ALUMINUM CONDUITS OR BOXES ARE TO BE EMBEDDED IN THE CONCRETE.
<br /> DRAWINGS SHALL BE REPORTED TO THE CONSTRUCTION MANAGER/ENGINEER FOR CORRECTION BEAMS AND COLUMNS:
<br /> AND/OR CLARIFICATION.IF CONSTRUCTION MANAGER/ENGINEER IS NOT AVAILABLE TO PROVIDE (6)CHAMFER ALL EXPOSED CORNERS AND FILLET ENTRANT ANGLES 3/4"UNLESS OTHERWISE PRIMARY BARS,TIES,STIRRUPS,AND SPIRALS 1.12"
<br /> COMMENT,THE CONTRACTOR IS TO PROCEED WITH THE MOST STRINGENT REQUIREMENT AT NO NOTED ON THE DRAWINGS. ■ T il 1 EMO • V•
<br /> ADDITIONAL COST TO THE OWNER. SHELLS AND FOLDED PLATE MEMBERS:
<br /> #6 AND LARGER 3/4"
<br /> (4) THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING CONSTRUCTION MATERIAL MIXING: #5 AND SMALLER 12" 19807 NORTH CREEK PARKWAY NORTH
<br /> TYPES,DIMENSIONS.ELEVATIONS AND CONDITIONS.HE SHALL VERIFY AND COORDINATE THE (1)ALL DEBRIS AND ICE SHALL BE REMOVED FROM SPACES TO BE OCCUPIED BY CONCRETE.
<br /> DIMENSIONS AMONG ALL DRAWINGS AND IN THE FIELD PRIOR TO PROCEEDING WITH ANY WORK VALUES ARE FOR CONCRETE ONLY. BOTHELL,WA 98011
<br /> OR FABRICATION,ANY DISCREPANCY SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. (2)ITEMS TO BE EMBEDDED IN CONCRETE ARE TO BE SECURELY TIED IN PLACE PRIOR TO
<br /> PLACING CONCRETE.REPOSITIONING OF EMBEDDED ITEMS AFTER CONCRETE HAS BEEN
<br /> (5) THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING,TEMPORARY SHORING,WATER AND PLACED WILL NOT BE PERMITTED. SPLICE AND LAP LENGTHS SHALL SE AS FOLLOWS:
<br /> OTHER ENVIRONMENTAL CONTROLS REQUIRED DURING CONSTRUCTION TO INSURE THE (1)LAP WELDED WIRE FABRIC SHALL BE LAPPED ONE FULL MESH AT SIDE AND END.
<br /> STABILITY AND SAFETY OF ALL CONSTRUCTION UNTIL COMPLETE AND SELF-SUPPORTING. (3)DO NOT ADD WATER TO CONCRETE DURING DELIVERY,AT PROJECT SITE,OR DURING TechnologyitAssoelates
<br /> PLACEMENT WITHOUT PRIOR APPROVAL FROM ENGINEER. LAP LENGTH TABLE FOR CONCRETE
<br /> (6) STRUCTURAL OBSERVATIONS MADE BY THE ENGINEER SHALL NOT BE CONSTRUED AS #3 BAR,18"LENGTH-#4 BAR,24"LENGTH PNW MARKET OFFICE
<br /> SPECIAL INSPECTIONS. (4)CONCRETE SHALL BE CONVEYED FROM MIXER TO PLACE OF FINAL DEPOSIT BY METHODS #6 BAR,30"LENGTH-#6 BAR,36"LENGTH
<br /> THAT WILL PREVENT SEPARATION OF LOSS OF MATERIALS.CONCRETE SHALL BE DEPOSITED AS #1 BAR,48"LENGTH-#8 BAR,60"LENGTH 650 SOUTH ORCAS STREET,STE.R-103
<br /> NEARLY AS PRACTICAL IN ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING OR SEATTLE,WA 98108
<br /> FOUNDATION: FLOWING. (2)IF EPDXY COATED REBAR IS USED,INCREASE VALUES BY 50%.
<br /> (1) REMOVE UNSATISFACTORY MATERIALS FROM EXCAVATION.UNSATISFACTORY MATERIALS
<br /> MAY INCLUDE BUT ARE NOT LIMITED TO:VEGETATION,SOFT SPOTS,DELETERIOUS MATERIALS, (5)CONCRETE THAT HAS PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN (3)REINFORCING SHALL BE FIELD BENT IN A MANNER THAT IS NOT INJURIOUS TO THE
<br /> FOREIGN MATERIALS,ETC. MATERIALS SHALL NOT BE DEPOSITED IN THE STRUCTURE. REINFORCEMENT OR THE CONCRETE,ALL FIELD BENDING SHALL BE PERFORMED WHEN pQ, {�s
<br /> REINFORCEMENT IS COLD. Technology Assoclate
<br /> 2) EXCAVATION IS TO 8E MECHANICALLY COMPACTED PRIOR TO ANY CONSTRUCTION ON (8)AFTER PLACEMENT HAS STARTED,IT SHALL BE CARRIED ON AS A CONTINUOUS OPERATION.
<br /> EXCAVATION,REPLACE UNSATISFACTORY AREAS WITH COMPACTED FILL(COMPACT EXCAVATION
<br /> TO 95%AS NOTED BELOW). (7)ALL CONCRETE SHALL BE CONSOLIDATED BY A MECHANICAL VIBRATOR.VIBRATOR SHALL BE ARCHITECTURE&ENGINEERING
<br /> INSERTED VERTICALLY AT A MEDIUM PACE AND RETRACTED IMMEDIATELY,DO NOT USE
<br /> (3) ALL FOOTINGS TO BE PLACED ON FIRM UNDISTURBED,INORGANIC MATERIAL.PROOF ROLL VIBRATOR TO TRANSPORT CONCRETE. 3111 CAMINO DEL RIO NORTH,STE.400
<br /> SUB-GRADE PRIOR TO PLACING CONCRETE WHERE THE MATERIAL HAS BEEN DISTURBED BY THE SAN DIEGO,CA 92108
<br /> EXCAVATING EQUIPMENT. (8)CONCRETE SHALL BE MAINTAINED ABOVE 50 DEGREES F AND IN A MOIST CONDITION FOR AT
<br /> LEAST 7 DAYS AFTER PLACEMENT.ACCELERATED SCHEDULES ARE PERMISSIBLE PROVIDED AN
<br /> (4) LOCAL AREAS OF SOFT AND/OR UNACCEPTABLE MATERIAL ENCOUNTERED AT BOTTOM OF ACCELERATED CURING PLAN IS PROVIDED TO AND APPROVED BY CONSTRUCTION
<br /> FOOTING ELEVATIONS INDICATED ON THE PLANS MUST BE OVER-EXCAVATED AND BROUGHT LIP MANAGER/ENGINEER. 2 11/11/2018 ISSUED FOR 10011 CD MOM
<br /> TO DESIGN GRADE WITH COMPACTED"STRUCTURAL FILL"OR"LEAN CONCRETE FILL".
<br /> 0854/2017 REMOVED LANDSCAPE PLAN BPL
<br /> (9)SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS OBTAINED FULL
<br /> (5) IMPORTED FILL:WELL GRADED GRANULAR SOIL FREE OF ORGANICS AND DEBRIS.WELL DESIGN STRENGTH. d
<br /> 0822/2018 ADDED LANDSCAPE PLAN MOM
<br /> GRADED SANDY GRAVEL.MAXIMUM LIFT HEIGHT FOR FILL MATERIAL SHALL BE 8"FOR
<br /> MECHANICALLY COMPACTED LAYERS AND 4"FOR HAND COMPACTED LAYERS. (10)CONCRETE PROTECTION SHALL BE PROVIDED IF HOT/COLD WEATHER CONDITIONS ARE OS/1512018 ISSUED FOR CITY REVISIONS MOM
<br /> PRESENT DURING PLACEMENT OF CONCRETE. 0 C6'18/2018 ISSUED FOR 10016CD REVIEW MOM
<br /> (6) COMPACTION:ALL FILL UNDER OR AROUND BUILDING INCLUDING FOOTINGS AND
<br /> FOUNDATIONS SHALL BE COMPACTED TO NOT LESS THAN 95%MAXIMUM LABORATORY DRY UNIT 3 07/112017 RELOCATE LEASE AREA SPL
<br /> WEIGHT AS DETERMINED BY ASTM D 1557(MODIFIED PROCTOR). FINISHING:
<br /> (1)FLOOR SLABS:CONCRETE FLOOR SLABS SHALL BE FINISHED IN ACCORDANCE WITH ACI 302.1 REV DATE DESCRIPTION BY
<br /> (7) GRADING:SLOPE GRADE TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT CHAPTER 8.PROVIDE CLASS 4 FINISH UNLESS NOTED OTHERWISE ON THE PLANS OR
<br /> PONDING. SPECIFICATIONS.PROVIDE NONSLIP FINISH FOR EXTERIOR SURFACES AND AS NOTED ON THE
<br /> PLANS.
<br /> (8) FOOTINGS ARE TO BE CENTERED UNDER WALLS UNLESS NOTED OTHERWISE. S E01845A
<br /> (2)FORMED SURFACE FINISHING:ALL FORMED CONCRETE SURFACES SHALL BE FINISHED IN
<br /> 1 (9) FOOTINGS ARE TO BE PLACED BELOW FROST E
<br /> FROST DEPTH WITH SOILS REPORT OR COUNTY OFFICES`(SEE 5100),CONTRACTOR TO VERIFY ACCORDANCE WITH ACI FOR ALL SURFAC S NOT 3EXP0 01.99 ED TO VIEW AND SMOOTH FORMED FINISH FOR ALL SURFACESED CASCADE HIGH
<br /> • EXPOSED TO VIEW,UNLESS NOTED OTHERWISE ON THE PLANS OR SPECIFICATIONS.
<br /> (10) ITEMS TO BE EMBEDDED INTO FOOTINGS OR FROM FOOTINGS TO FOUNDATION WALLS ARE SCHOOL N.
<br /> TO BE SECURELY TIED IN PLACE PRIOR TO PLACING CONCRETE.REPOSITIONING OF EMBEDDED (3)THE CONCRETE AREA INSIDE THE DIESEL FUEL CONTAINMENT CURBING IS TO BE FINISHED AS
<br /> ITEMS AFTER CONCRETE HAS BEEN PLACED WILL NOT BE PERMITTED. FOLLOWS:
<br /> (I I) IF,UPON EXCAVATION,UNSUITABLE MATERIAL IS ENCOUNTERED,A GEOTECHNICAL • SURFACE OFFER SUFFICIENT PROFILE TO ACHITION: EVE ADEQUATE ADHESIONE MUST .A MIN MUM SUBSTRATE AND
<br /> 0j REPORT SHOULD BE CONDUCTED. CURE OF 28 DAYS AT 75°F IS REQUIRED.REMOVE ALL FORM RELEASE AGENTS,CURING AW/►ATE R TANK
<br /> I
<br /> COMPOUNDS,SALTS,EFFLORESCENCE AND OTHER FOREIGN MATTER BY SANDBLASTING, 7410 OLYMPIC DRIVE
<br /> ¢„1 SHOT BLASTING,MECHANICAL SCARIFICATION,OR SUITABLE CHEMICAL MEANS.
<br /> �p"y (INSPECTION
<br /> THE SPECIAL FABRICATORS:
<br /> SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED • CURBING OMPOUND
<br /> TO CREATEOA COVE TRANSITION BETWEEN FLOOR AND NT:APPLY STEEL-SEAM F7910 EPDXY CURBING.ALSO KILL AING AND SURFACINGNY VOIDS OR EVERETT,WA 98203
<br /> pV AND QUALITY CONTROL PROCEDURES.THE INSPECTOR SHALL REVIEW THE
<br /> PROCEDURES FABRICATION FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODES,STANDARDS,AND TE.
<br /> • CONCRETE FINISH:2/COABUG HOLES IN THE TS OF SHERWIN-WILLIAMS SHELCOTE It EPDXY(920-W-35S). WATERTANK
<br /> S APPROVED CONSTRUCTION DOCUMENTS,
<br /> I1 (2) SPECIAL INSPECTIONS OF THE FABRICATOR ARE NOT REQUIRED WHERE WORK IS DONE BY REINFORCING STEEL:
<br /> A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL (1)CONCRETE BLOCKS OR PLASTIC-COATED BAR CHAIRS SHALL BE PROVIDED FOR SUPPORT OF
<br /> INSPECTION.APPROVAL SHALL BE BASED ON UPON REVIEW OF THE FABRICATORS WRITTEN ALL SLAB REINFORCING STEEL,SUFFICIENT IN NUMBER TO PREVENT SETTLEMENT OR SAGGING,
<br /> PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION BUT IN NO CASE SHALL SUCH SUPPORT BE CONTINUOUS.METAL CLIPS OR SUPPORTS SHALL
<br /> > PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY,AT COMPLETION OF FABRICATION, NOT BE PLACED IN CONTACT WITH THE FORMS OR THE SUB-GRADE,
<br /> 1 THE FABRICATOR SHALL SUBMITA CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL
<br /> STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED (2)DOWELS AND ANCHOR BOLTS SHALL BE WIRED OR OTHERWISE HELD IN CORRECT POSITION
<br /> E CONSTRUCTION DOCUMENTS. PRIOR TO PLACING CONCRETE.CARE SHALL BE TAKEN TO INSURE THAT DOWELS AND ANCHOR
<br /> Q BOLTS REMAIN PLUM AFTER CONCRETE IS POURED AND VIBRATED.IN NO CASE SHALL DOWELS
<br /> ,FE OR ANCHOR BOLTS BE STABBED INTO FRESHLY POURED CONCRETE!
<br /> C FORMWORK
<br /> 1 (1) FORMWORK FOR CONCRETE SHALL CONFORM TO ACI 347R-05,GUIDE TO FORMWORK FOR (3)PROVIDE DOWELS IN FOOTINGS AND AT CONSTRUCTION JOINTS TO MATCH VERTICAL
<br /> CONCRETE.TOLERANCES FOR FINISHED CONCRETE SURFACES SHALL MEET THE FOLLOWING REINFORCING BAR SIZE AND SPACING,UNLESS OTHERWISE NOTED ON THE DRAWINGS.
<br /> REQUIREMENTS,CLASS OF SURFACE IS PER TABLE 3.4:
<br /> FOOTINGS:CLASS C (4)COORDINATE PLACEMENT OF DOWELS INTO MASONRY OR BRICK WALLS WITH THE MASONRY
<br /> yg FOUNDATION WALLS:CLASS B SHOP DRAWINGS.
<br /> X OTHER ABOVE-GRADE CONCRETE:CLASS A JURISDICTION APPROVAL STAMP
<br /> 6 (6)ALL BAR BENDS,HOOKS,SPLICES AND OTHER REINFORCING STEEL DETAILS SHALL CONFORM DEPARTMENT FORLAND USE
<br /> ffi (2) FORMS SHALL BE PROPERLY COATED, TO THE REQUIREMENTS OF ACI 316. APARTMENT FOR BUILDING S CONSTRUCTION
<br /> (3) REINFORCEMENT SHALL BE CLEAN OF ICE OR OTHER DELETERIOUS COATINGS. (6)UNLESS OTHERWISE NOTED ON THE PLANS ALL BARS SHALL BE SPLICED WITH A MINIMUM LAP SHEET TITLE
<br /> OF 32 BAR DIAMETERS;LAP SPLICES OF DEFORMED BARS AND DEFORMED WIRE IN TENSION
<br /> 2 (4) IN NO CASE SHALL THE TOLERANCE FOR FINISHED CONCRETE SURFACES EXCEED THE ZONES SHALL BE CLASS B SPLICES.
<br /> A FOLLOWING VALUES AS MEASURED FROM NEAT PLAN LINES AND FINISHED GRADES: NOTES
<br /> O, FOOTINGS:+/-1/4 IN VERTICAL+/-1 IN HORIZONTAL. (7)DEFORMED REINFORCING SHALL CONFORM TO ASTM 815 GRADE 80 UNLESS NOTED
<br /> FOUNDATION WALLS:+/-3/5 IN VERTICAL,+/-1/21N HORIZONTAL. OTHERWISE.
<br /> OTHER ABOVE-GRADE CONCRETE:+/-1/4 IN VERTICAL,+/-3/8 IN HORIZONTAL.
<br /> (8)WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A 185 GRADE 60.
<br /> zSHEET NUMBER
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<br /> 1
<br /> SCALE
<br /> STRUCTURAL NOTES N.T.S° (. 4:0,:?.3
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