3530 COLBY AVE 2017 COCOON HOUSE Plans 2022-11-02 (3)

1 2 3 4 ( 5 GENERAL STRUCTURAL NOTES DESIGN CRIT R 1 2 E IA GENERAL REQUIREMENTS CONCRETE � t� � ALL MATERIALS WORKMANSHIP DESIGN AND CONSTRUCTION SHALL CONFORM TQ THE DRAWINGS,SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CONCRETE CONSTRUCTtON SHALL CONFORM TO THE ACI 301 STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE, LATEST EDITION. � CODE(2015 EDITION)AS AMENDED BY THE WASHINGTON STATE BUILDING CODE(2015 EDITION). CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED,PLACED,AND EVALUATED FOR ACCEPTANCE IN ACCORDANCE WITH ACI 318 SECTION 19.2,26.4, FLOOR LIVE LOADS DESIGN LOADING CRITERIA: SEE THIS SHEET 26.5,26.12 AND ACI 301. MIX CRITERIA SHALL BE AS FOLLOWS: RESIDENTIAL ROOMS 40 psf 1301 First Avenue, Suite 301 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY MIX LOCATION 28 DAY STRENGTH(f'c) MAX SLUMP(+1") MAX wlcm AIR(%) CORRIDORS-COMMON SPACES 100 psf Seattle, WA 98101 ' DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. REFER TO ARCH'L STAIRS, ELEVATOR LOBBY 100 psf DRAWINGS FOR OPENINGS,ARCH'L TREATMENTS,AND DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. ENTRY LOBBY, LOUNGE, htt //www. lo.com FOUNDATIONS P� 99 FOOTINGS 3,000 psi 5" COMMUNITY ROOM, LAUNDRY 100 psf CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES,AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING ROOF DECK 100 psf CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLYAND MUST BE VERIFIED. SLAB-ON-GRADE,TQPPING SLABS p STAIR LANDINGS AND TREADS ROOF LOADS � CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY BRACING FOR THE STRUGTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE EXTERIOR-NO DEICING 4,500 psi 5" 0.45 6 Exposure class F2 GROUND SNOW P BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF EXCAVATION,SHORING AND OTHER EXTERIOR-DEICING 5,000 psi 5" 0.40 6 Exposure class F3 � 9� 25 psf WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. FOR CONCRETE CONSTRUCTION,THE CONTRACTOR SHALL DESIGN, FABRICATE,INSTALL AND REMOVE PROTECTED 3,000 psi 5" 0.45 - Exposure class FO ROOF SNOW(Pf) 25 psf FORMWORK IN ACCORDANCE WITH ACI 318-14 SECTION 26.11.1 "DESIGN OF FORMWORK"AND SECTION 26.11.2'REMOVAL OF FORMWORK." SNOW EXPOSURE FACTOR(Ce) ��o M I C H A E L N�U W E N S WALLS AND CURBS SNOW LOAD IMPORTANCE FACTOR(Is) 1.0 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO EXTERIOR AND RETAINWG 4,500 psi 4° 0.45 5 Exposure class F2 T H E R M A L F A C T O R(Ct) �.� S t r u c t u r a 1 C c�n s u 1 c a n c s PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL ANDIOR DIRECT RESPONSIBILITY FOR THE SPECIFIC PROTECTED 4,000 psi 4" - - Exposure class FO WIND DESIGN DATA 305 N W �.7$tF� 5treet WORKING CQNDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTION OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS shorel ine, wA 98177 � NO DUTY TO INSPECT,SUPERVISE,NOTE,CORRECT,OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TQ THE OWNER,CONTRACTORS,OR OTHER ENTITIES EXPOSURE CLASS F0: REFERS TO CONCRETE IN DRY ENVIRONMENT,PROTECTED FROM MOISTURE,AND NOT EXPOSED TO FREEZING-THAWING CYCLES. MAIN WIND FORCE RESISTING SYSTEM michael@nouwens-structural.com OR PERSONS AT TNE PROJECT SITE. EXPOSURE CLASS F2: REFERS TO CONCRETE EXPOSED TO FREEZING-THAWING CYCLES, FREQUENTLY EXPOSED TO MOISTURE AND NOT EXPOSED TO DE- ULTIMATE DESIGN WIND SPEED(3 sec GUST) 110 mph www.nouwens-structural.com CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHETECT AND STRUCTURAL ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR ICING CHEMICALS OR OTHER EXTERIORSOURCES OF CHLORIDE. NOMINAL DESIGN WIND SPEED(3 sec GUST) 85 I71ph R 206.546.$446 TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. EXPOSURE CLASS F3: REFERS TO CONCRETE EXPOSED TO FREEZING-THAWING CYCLES, FREQUENTLY EXPOSED TO MOISTURE AND ONLY OCCASIONALLY WIND IMPORTANCE FACTOR(Iw) 1.0 EXPOSED TO DEICWG CHEMICALS pR OTHER EXTERIOR SOURCES OF CHLORIDE. RISK CATEGORY II REQUESTS FOR INFORMATION(RFII SHALL INCLUDE,AT A MINIMUM,A DETAILED WRITTEN STATEMENT THAT INDICATES THE SPECIFIC DRAWINGS OR WIND EXPOSURE �5 B SPECIFICATIONS IN NEED OF CLARIFICATION AND THE NATURE OF THE CiARIFICATION REQUESTED. AIR-ENTRAINMENT SHALL NOT BE USEQ AT SLABS THAT WILL RECEIVE A SMOOTH, DENSE, HARD-TROWELED FINISH. AfR%IS BASED ON 3l4"COARSE TOPOGRAPHIC FACTOR(Kzt) � 1.00 AGGREGATE;ADJUST AIR%PER ACI 318 TABLE 19.3.3.1 FOR OTHER COARSE AGGREGATE SIZES. INTERNAL PRESSURE COEFFICIENT(Cpi) +!-0.1� DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIQNS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR �`�-� �r CHARACTER TO QETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND ACCEPTANCE BY THE ARCHtTECT AND THE WHEN APPROVED BY THE BUILDING OFFICIAL,THE SLUMPS AND CEMENT CONTENTS NOTED ABOVE MAY APPLY TO MIXES CONTAINING AIR-ENTRAINING COMPONENT&CLADDING PRESSURES for DESIGN TBD by Specialty Structural Engineer(SSE) �^' L`j�Q STRUCTURAL ENGINEER. ADMIXTURES(PER ASTM C260)AND/OR NORMAL-RANGE WATER-REDUCWG ADMIXTURES(PER ASTM C494,TYPE A,D,or E), responsible for component and cladding design 4 THE CONCRETE PRODUCER SHALL PREPARE DESIGN MIXES FOR EACH CLASS OF CONCRETE NOTED ABOVE. THE PROJECT REQUIREMENTS SHALL BE MET (see S012 for components and cladding wind � STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE IN CONFORMANCE WITH INSTRUCTIONS PREPARED EARTHQUAKE DESIGN DATA loading diagrams at roofs and exterior walls) '�, BY THE SUPPLIER DURING MANUFACTURING, DELNERY,HANDLING,STORAGE,AND ERECTION. BY EITHER LABORATORY TRIAL BATCH OR F►ELD EXPERIENCE METHODS AS SPECIFIED IN ACI 301,CHAPTER 3"PROPORTIONING"AND ACI 318 CHAPTER 26. . THE DESIGN MIXES SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR REVIEW AND ACCEPTANCE TWO WEEKS �` � PRIOR TO PLACIN�ANY CONCRETE. THE SUBMITTAL SHALL BE STAMPED BY THE CONCRETE PRQDUCER AND SHALL INCLUDE THE AMOUNTS OF CEMENT, RISK CATEGORY II 2��,�� ,� SUBMITTALS AND SHOP DRAWINGS FOR REINFORCING STEEL,STRUCTURAL STEEL, ENGINEERED WOOD BEAMS,PLYWOOD WEB JOISTS, PRE-FABRICATED FINE AND COARSE AGGREGATE,WATER AND ADMIXTURES AS WELL AS THE WATER-CEMENT RATIO,SLUMP,CONCRETE YIELD AND SUBSTANTfATiNG SEISMIC IMPORTANCE FACTOR(le) 1,0 TRUSSES,HOLDOWN SYSTEM, ELEVATOR SYSTEM,GUARDS,ROOF ANCHOR SYSTEM AND PV ARRAY SYSTEM SHALL BE SUBMITTED TO THE ARCHITECT AND SEISMIC USE GROUP � I STRENGTH DATA IN ACCORDANCE WITH ACI 318 CHAPTER 26. DESIGN MIXES REQUIRE BATCH PLANT INSPECTION(UNLESS WAIVED BY THE BUILDING �pjty � STRUCTURAL ENGWEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. SUBMITTALS AND SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE MAPPED SPECTRAL RESPONSE ACCELERATON(Ss) 1.338 � BUILDING DEPARTMENT AS REQUIRED. OFFICIAL),THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES MAPPED SPECTRAL RESPONSE ACCELERATION(S1) 0.508 12-8-2017 ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER SITE CLASS D SHOP DRAWING AND SUBMITTAL REVIEW: STRUCTURAL ENGINEER'S REVIEW OF SHOP DRAWINGS AND CONTRACTOR SUBMITTALS SHALL BE FOR THE LIMITED MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. SPECTRAL RESPONSE COEFFICIENT(Sds) 0.892 PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE STRUCTURAL CONTRACT DOCUMENTS. SPECTRAL RESPONSE COEFFICIENT(Sd1) 0.508 PROJECT: REVIEW OF SUCH SUBMfTTALS IS NOT CONDUCTED FOR THE PURPOSE OF DETERMINING THE ACCURACY AND COMPLETENESS OF ITEMS SUCH AS DIMENSIONS, CONCRETE MATERIALS SHALL CONFORM TO THE FOLLOWING: SEISMIC DESIGN CATEGORY D PORTLAND CEMENT; TYPE I,ASTM C150 QUANTITIES, INSTALLATION INSTRUCTIONS OR PERFORMANCE OF EQUIPMENT OR SYSTEMS. CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS AND BASIC SEISMIC FORCE RESISTING SYSTEM-WOOD PLYWOOD SHEATHED SHEARWALLS Cocoon House Youth SUBMITTALS,PRIOR TO SUBMITTAL TO STRUCTURAL ENGINEER,FOR CONFORMANCE WITH THE MEANS METHODS TECHNlQUES, SEQUENCES AND OPERATIONS FLY ASH(1F USED)` ASTM C618 CLASS F or C,QUANTITY SHALL NOT EXCEED(BY WEIGHT)20%OF CEMENT CONTENT. DESIGN BASE SHEAR 171 kips ' ' AND MAXIMUM LOSS OF IGNITION=1% OF CONSTRUCTION,AND ALL RELATED SAFETY PRECAUTIONS AND PROGRAMS. SEISMIC RESPONSE COEFFICIENT(Cs)-WOOD 0.137 Center - Base Contract LIGHTWEIGHT AGGREGATES: SHALL NOT BE USED WITHOUT PRIOR APPROVAL OF ENGINEER AND BUILDING DEPARMENT RESPONSE MODIFICATION COEFFICIENT(R)-WOOD 6.5 SLAG CEMENT(IF USED): ASTM C989 CONTRACTOR SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SUBMITTALS BY THE CONTRACTOR IS TO ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE ANALYSIS C C DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY�NDICATING WHICH MATERIAL IS INTENDED TO BE NORMAL WEIGHT AGGREGATES: ASTM C33 � FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES,OR CONFLICTS SAND EQUIVALENT: SHALL EXCEED 75 FOR FINE AGGREGATE BETWEEN CONTRACTOR SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SUBMITTALS ARE PROCESSED BY THE WATER: ASTM C94 SECTION 4.1.3"WATER" ENGINEER,THE CONTRACT DOCUMENTS SHALL CONTROL AND SHALL BE FO�LOWED. AIR-ENTRAINING ADMIXTURES: ASTM C260 CHEMICAL ADMIXTURES: ASTM C494 DEFERRED SUBMITTALS OF DESIGN BUILD COMPONENTS INCLUDING GUARDS,ROOF TRUSSES,ROOF ANCHOR SYSTEM,PV ARRAY SYSTEM,HOLDOWN SYSTEM FLOWING CONCRETE ADMIXTURES: ASTM C1017 and ELEVATOR SYSTEM SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP,STATE OF WASHINGTON AND SHALL BE APPROVED BY THE DURABILITY REQUIREMENTS OF CONCRETE MIXES SHALL CONFORM TO IBC SECTION 1904. THESE REQUIREMENTS INCLUDE WATER-CEMENTITIOUS COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT MATERIAL RATIOS,MINIMUM COMPRESSIVE STRENGTHS,AIR ENTRAINMENT,TYPE OF CEMENT,AND MAXIMUM CHLORIDE ION CONTENT. DESIGNER tS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SUBMITTALS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS�MPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS FINISH MATERIALS: AT THE TIME OF APPLICATfON OF FINISH MATERIALS OR SPECIAL TREATMENT TO CONCRETE,MOISTURE CONTENT OF CONCRETE SHALL SHALL BE MADE AVAILABLE UPON REQUEST. CONFORM TO REQUIREMENTSJN FINISH MATERIAL SPECIFICATIONS. WHERE MOISTURE SENSITIVE COVERINGS ARE TO BE PLACED ON SLABS ON GRADE, SPECIAL INSPECTION: SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1704 OF THE INTERNATIONAL BUILDING CODE AND THE PROJECT SPECIFICATIONS CONFORM STRICTLY TO SLAB ADHESNE AND COVERING MANUFACTURERS'RECOMMENDATIONS REGARDING VAPOR RETARDER AND GRANULAR FILL PROJECT ADDRESS: BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. REQUIREMENTS BELOW THE SLAB. 3530 COLBY AVE. THE ARCHITECT,STRUCTURAL ENGINEER,AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS ANp TEST RESULTS. WATERPROOFING: REFER TO ARCH'L DRAWINGS AND SPECIFICATIONS FOR WATERSTOP AND WATERPROOFWG REQUIREMENTS AT CONCRETE AND AT EVERETT, WA 98201 ' THE SPECIAL INSPECTOR SHALL ALSO INSPECT ALL ITEMS NOTED IN STRUCTURAL ENGINEER'S SITE OBSERVATION REPORTS. SEE S013 FOR ADDITIONAL CONCRETE JOINTS(CONSTRUCTION JOINTS,SLAB TO WALL JOINTS,CURB TO SLAB JOINTS, ETC.) INFORMAT►ON. PROTECT AND CURE FRESHLY PLACED CONCRETE PER ACI 305.1 IN HOT CONDITIONS,ACI 306.1 IN COLD CONDITIONS,ACI 301 SECTION ON"HANDLING, ARCHITECTURAL MECHANICAL FIRE PROTECTION ELECTRICAL SYSTEMS AND THEIR COMPONENTS•THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PLACING,AND CONSTRUCTION"AND"PRESERVATION OF MOISTURE",AND ACI 308.1 "STANDARD SPECIFICATION FOR CURING CONCRETE". USE LATEST OWNER: ENGINEERING AND CONSTRUCTION DOCUMENTS AS REQUIRED BY THE JURISDICTION FOR SUCH SYSTEMS. CONFORMANCE WITH ASCE 7-10 CHAPTER 13 IS EDITIONS OF ACI PUBLICATIONS. WHERE MOISTURE SENSITIVE ADHESIVES AND COVERINGS WILL BE APPLIED TO THE CONCRETE,THE FOLI.OWING APPLY: REQUIREQ;REFER TO THE STATEMENT OF SPECIAL INSPECTIONS ON S013 FOR ADDITIONAL REQUIREMENTS. � CONGRETE SHALL NOT BE CURED BY AQDING WATER(i.e. PONDING,WET BURLAP). COCOON HOUSE • CURING COMPOUNDS OR CURE-AND-SEAL MATERIALS SHALL NOT BE USED UNLESS SUCH USE IS APPROVED IN WRITING BY THE ADHESIVE AND 2�29 PINE STREET ELEVATOR GUIDE RAIL BRACKET SUPPORT DETAILS ARE INDICATED ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL COORDINATE THESE DETAILS CONCRETE GOVERING MANUFACTURERS. EVERETT, WA WITH THE ELEVATOR MANUFACTURER;THE DETAILS MAY NEED TO BE REVISD BASED ON THE REQUIREMENTS INDICATED ON THE ELEVATOR SUBMITTAL. CONSTRUCTION JOINTS IN WALLS SHALL BE KEYED WITH 1 1/2"THICK x 6"LONG x 31/2"WIDE KEYS PLACED IN ALTERNATE REINFORCING SPACES. ALL 98201 SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED AND LAITANCE REMOVED. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED,ALL CONSTRUCTION JOINTS SHALL BE WETTED AND STANDING WATER REMOVED. ALL CONSTRUCTION,CONTROL,AND ISOLATION JOINTS FOR SLABS ON GROUND SHALL BE IN ACCORDANCE WITH THE TYPtCAL SLAB ON GROUND DETAILS. GEOTECHNICAL THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF ALL CONSTRUCTION AND CONTROL JOINTS TO THE ARCHITECT AND STRUCTURAL FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION,COMPACTION,AND FILLING REQUIREMENTS,SHALL CONFORM STRICTLY WITH ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO CONCRETE PLACEMENT. RECOMMENDATIONS GIVEN fN TNE GEOTECHNICAL REPORT OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. ALL SOIL SURFACES SHALL BE SUBJECT TO APPROVAL BY THE GEOTECHN►CAL ENGINEER. UNLESS OTHERWISE NOTED,FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WAILS ABOVE. FOUNDATION THE"SHOTCRETE"METHOD OF CONSTRUCTION SHALL NOT BE USED WITHOUT MAKING SPECIAL ARRANGEMENTS THROUGH THE OWNER AND ENGINEER DEPTHSlELEVATIONS SHOWN ON PLANS(OR IN DETAILS)ARE MINIMUM AND FOR GUIDANCE ONLY;THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED UNLESS STRUCTURAL DRAWINGS ARE SPECIFICALLY DETAILED TO ACCOMMODATE SHOTCRETING. 5 12/08I2017 BRSE CONTRACT PERMIT BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND GEOTECHNICAL ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE RESUBMITTAL DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE GEOTECHNICAL REPORT. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT S1),GRADE 60,fy=60,000 psi UON. MARK DATE DESCRIPTION B ALLOWABLE BEARING PRESSURE 3,000 psf GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) B REVISIONS COEFFICIENT OF FRICTION(ULTIMATE) 0.50 MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S.D1.4 ARE PASSIVE EARTH PRESSURE(ULTIMATE) 300 pcf SUBMITTED. WELDING WITHIN 4"OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. ACTIVE EARTH PRESSURE(UNRESTRAINED) 35 pcf ACTIVE EARTH PRESSURE(RESTRAINED) 35 pcf+10 psf WELDED WIRE REINFORCING(WWR)SHALL CONFORM TO ASTM A-1064. LATERAL SEISMIC SURCHARGE 8H psf . REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH ACI 315 AND 318,LATEST EDITIONS. LAP AND DEVELOP GEOTECHNICAL REPORT REFERENCE: GEOTECHNICAL ENGINEERING STUDY JN 16422,BY GEOTECH CONSULTANTS,INC.,DATED NOVEMBER 3,2016 ALL REINFORCEMENT IN ACCORDANCE WITH THE REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE. PROVIDE MATCHING CORNER BARS(LAP Ls)AT ALL FOOTING CORNERS AND INTERSECTIONS, UON. LAP ADJACENT MATS OF WELDED WIRE REWFORCING A MINIMUM OF 8"AT SIDES AND ENDS. VAPOR RETARDERS PLACED BELOW SLABS ON GRADE SHALL CONFORM WITH ASTM E 1643"STANDARD PRACTICE FOR INSTALLATION OF WATER VAPOR REFER TO TYPICAL DETAILS FOR REINFORCWG(INCLUDING CORNER BARS)AT WALL CORNERS,ENDS,AND INTERSECTIONS,UON. RETARDERS USED IN CONTACT WITH EARTH OR GRANULAR FILL UNDER CONCRETE SLABS"AND ASTM E 1745"STANDARD SPECIFICATION FQR WATER VAPOR RETARDERS USED W CONTACT WITH SOIL OR GRANULAR FILL UNDER CONCRETE SLABS". NO BARS PARTIALLY EMBEDDED IN MARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. LATERAL EARTH PRESSURE ON SUBGRADE WALLS: THE DESIGN PRESSURES FOR SUBGRADE WALLS ARE BASED ON A DRAINED CONDITION. SEE GEOTECHNICAL REPORT AND ARCH'L DRAWINGS FOR SUBGRADE DRAINAGE SYSTEM. SEE GEOTECHNICAL REPORT FOR COMPACTION REQUIREMENTS BEHIND SUBGRADE WALLS. SPACED REINFORCING SPECIFIED ON THE DRAWINGS SHALL BEGIN A MAXIMUM OF 1/2 SPECIFIED SPACING FROM TOPS,BOTTOMS,ENDS,AND EDGES OF PROVIDE TEMPORARY SHORING FOR SUBGRADE WALLS IF BACKFILL IS PLACED PRIOR TO SUPPORTING STRUCTURE BEING CONSTRUCTED. SUPPORTING MEMBERS,WHICHEVER IS APPLICABLE. STRUCTURE SHALL BE AS INDICATED ON THE STRUCTURAL PLANS AND DETAILS(i,e.CONCRETE SLAB,WOOD FLOOR/ROOF FRAMING AND SHEATHING,etc.) D 12/08I2017 BASE CONTRACT PERMIT REINFORCING STEEL SHALL BE ADEQUATELY SUPPORTED TO PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT. BEAM STIRRUPS SHALL BE � RESUBMITTAL POSITIVELY SUPPORTED FROM BEAM BOTTOM FORM WITH CONTINUOUS LONGIDUTINDAL BEAM BOLSTERS. C 10/06l2017 PERMIT SET ANCHORAGE INTO CONCRETE CONCRETE PROTEGTION(COVER)AND SPACING LfMITS FOR REINFORCING STEEL SHALL BE AS FOLLOWS, UQN ON PLAN OR IN DETAILS. SEE IBC SECTION ' POST•INSTALLED MECHANICAL ANCHORS INTO CONCRETE SHALL BE KWIK BOLT-TZ EXPANSION ANCHORS AS MANUFACTURED BY HILTI, INC. INSTALL IN 1907 FOR ADDITIONAL INFORMATION. IF BAR DIAMETER GREATER THAN COVER NOTED, USE COVER EQUAL TO BAR DIAMETER: B 09/22(2017 BASE CONTRACT BID SET STR�CT ACCORDANCE WITH ICC REPORT N0. ESR-1917 INCLUDING MINIMUM EMBEDMENT,SPACING,AND EDGE DISTANCE REQUIREMENTS. PROPOSED A 08/2512017 DESIGN DEVELOPMENT SUBSTITUTIONS MUST BE APPROVED IN WRITfNG BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE OR SUBSTITUTION. PROPOSED ALTERNATIVE FOOTINGS AND OTHER UNFORMED SURFAGES CAST AGAINST EARTH 3" PRODUCT SUBMITTALS WILL BE EVALUATED CONSIDERING AN ICC ESR SHOWING COMPLIANCE WITH THE 2015 IBC FOR SEISMIC USES, LOAD RES�STANCE, FORMED SURFACES EXPOSED TO EARTH OR WEATHER(#5 BARS OR SMALLER) 1 1/2" MARK DATE DESCRIPTION INSTALLATION CATEGORY,AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. SPECIAL fNSPECTION IS REQUIRED FOR POST-INSTALLED (#6 BARS OR LARGER) 2° MECHANICAL ANCHOR INSTALLATION AND HOLE PREPARATION IN ACCORDANCE WITH THE REFERENCED ICC ESR REPORT. POST-INSTALLED MECHANICAL SLABS AND WALLS(INTERIOR FACES) 1" ISSUE INFORMATION ANCHORS SHALL NOT BE SUBSTiTUTED FOR SPECIFIED CAST-IN-PLACE ANCHORS WITHOUT PRIOR REVIEW AND APPROVAL BY THE ENGINEER OF RECORD. MIN,CLEAR SPACING BETWEEN PARALLEL BARS IN LAYER(NO STIRRUPS/TIES) REFER TO PLAN NOTES (ENCLOSED IN STIRRUPSlTIES) 2x BAR DIAMETER ADHESIVE ANCHORS INTO CONCRETE, USING THREADED RODS OR REINFORCING BARS SHALL BE THE HIT-HY 200 ADHESIVE ANCHORING SYSTEM AS CLEAR SPACING BETWEEN TWO OR MORE PARALLEL LAYERS �� 2016030,00 MANUFACTURED BY HILTI, INC. INSTALL IN STRICT ACCORDANCE WITH ICC REPORT ESR-3187 WCLUDING MINIMUM EMBEDMENT,SPACING,AND EDGE MIN.CLEAR SPACING BETWEEN LONGIT.BARS IN TIED/SPIRALED COMPRESSION MEMBERS 1 1l2 x BAR DIAMTER(1 112"MIN) PROJECT NO.: DISTANCE REQUIREMENTS. THREADED RODS SHALL BE AS DESCR�BED INT HE REFERENCED ICC REPORT, UON. PROPOSED SUBST�TUTIONS MUST BE CONCRETE WALL REINFORCING-PROVIDE THE FOLLOWING UNLESS DETA�LED OTHERWISE: PRINCIPAL IN CHARGE: APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE OR SUBSTITUTION. PROPOSED ALTERNATIVE PRODUCT SUBMITTALS WILL BE EVALUATED CONSIDERING AN ICC ESR SHOWING COMPLIANCE WITH THE 2015 IBC FOR SEISMIC USES LOAD RESISTANCE INSTALLATION CATEGORY, PROJECT MANAGER: Michael Nouwens CREEP, IN-SERVICE AND INSTALLATION TEMPERATURES,AND AVAILABIL(TY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. SPECIAL INSPECTION, IN 6"WALLS #4 @ 12"H CTRD. #4 @ 12"V CTRD. OWNER APPROVAL: • ACCORDANCE WITH THE REFERENCED ICC ESR REPORT, IS REQUIRED FOR ADHESIVE ANCHOR INSTALLAT�ON AND HOLE PREPARATION. CONCRETE 8"WALLS #4 @ 12"H CTRD. #4 @ 12"V CTRD. I— 10°WALLS #4 @ 10°H CTRD. #4 @ 10"V CTRD. W CONDITIONS AT THE TIME OF ANCHOR INSTALLATION SHALL BE AS FOI�LOWS: 12"WALLS #4 @ 12"H EA. FACE #4 @ 12"V EA. FACE � A A -COMPRESSIVE STRENGTH:2,500 psi min(ACHIEVE DESIGN STRENGTH OF CONCRETE PRIOR TO LOADING ANCHORS) � -AGE OF CONCRETE: 21 days min -TEMPERATURE RANGE OF CONCRETE: 14 to 104 DEGREES FAHRENHEIT PLACE(1)TYP HORIZONTAL BAR EACH FACE AT TOPS OF WALLS, UON. � SHEET TITLE -MOISTURE CQNDITION OF CONCRETE: DRY or WATER SATURATED(WATER-FILLED BOREHOLE IS NOT ALLOWED) � CAST-IN-PLACE CONCRETE: SEE ARCHITEGTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF MISCELLANEOUS OPENINGS IN ALL CONCRETE GENERAL STRUCTURAL WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATIONS OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE W ADHESIVE ANCHORS SHALL NOT BE SUBSTITUTED FOR SPECIFIED CAST-IN-PLACE ANCHORS WITHOUT PRtOR REVIEW AND APPROVAL BY THE ENGINEER OF ARCHITECTURAL DRAWINGS FOR ALL GROOVES,NOTCHES,CHAMFERS, FEATURE STRIPS,COLOR,TEXTURE,AND OTHER FINISH D�TAILS AT ALL EXPOSED a- NOTES RECORD. CONCRETE SURFACES;BOTH CAST-IN-PLACE AND PRECAST. SEE XIS-301 FOR REINFORCING REQUIREMENTS AT ALL OPENINGS IN CONCRETE WALLS, UON. I�' a POST-INSTALLED MECHANICAL ANCHORS 1NT0 SOLID GROUTED MASONRY SHALL BE KWIK BOLT-3 EXPANSION ANCHORS AS MANUFACTURED BY HILTI, INC. V INSTALL IN STRICT ACCORDANCE WITH ICC REPORT N0. ESR-1385 INCLUDING MINIMUM EMBEDMENT,SPACING,ANQ EDGE DISTANCE REQUIREMENTS. NON-SHRINK.NON-METALLIC GROUT FOR BASE PLATES,SLEEVES,AND EMBEDDED STEEL SHALL BE IN STRICT CONFORMANCE WITH ASTM C1107,SHALL BE � � PROPOSED SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE OR SUBSTITUTION. PROPOSED FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED,APPLIED,AND CURED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S ``' ALTERNATIVE PRODUCT SUBMITTALS WILL BE EVALUATED CONSIDERWG AN ICC ESR SHOWING COMPLIANCE WITH THE 201216C FOR SEISMIC USES AND LOAD PUBLISHED RECOMMENDATIONS. PROPOSED GROUT SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW AND F" SHEET N0. � RESISTANCE. SPECIAL INSPECTION, IN ACCORDANCE WITH THE REFERENCED ICC ESR REPORT, IS REQUIRED FOR POST-INSTALLED MECHANICAL ANCHOR ACCEPTANCE PRIOR TO CONSTRUCTION. GROUT 28-DAY COMPRESSIVE STRENGTH SHALL BE AT LEAST 1,000 psi GREATER THAN THE CONCRETE ON WHICH Z . a INSTALIATION AND HOLE PREPARATION. IT IS PLACED(6,000 psi MINIMUM GROUT STRENGTH). Q W HEADED STUD ANCHORS SHALL CONFORM TO ASTM A29-TYPE A AND TO THE REQUIREMENTS OF THE STRUCTURAL WELDING CODE-STEEL(AWS D1.1). S O 1 O 5 LLJ � MANUFAGTURER'S CERTIFICATION SHALL CONSTITUTE SUFFICIENT EVIDENCE OF CONFpRMITY WITH AWS D1.1. � 0 � CONDUITS AND PIPES OF ALUMINUM SHALL NOT BE EMBEDDED IN CONCRETE CONSTRUCTION. m COPYRI�HT MNSC.ALL RIGHTS RESERVED. — ORIGINAL SHEET SIZE IS 24"x36" � 2 I�VET-SETTING OF ANCHOR RODS,REINFORCING, HARC VARE,etc.IS NOT ALLOWED IN CONCRETE. ANCHOR ODS,REINFORCING, HARDWARE,etc.SHAIL BE �IRMLY TIED IN PLACE PRIOR TO CONCRETE PLACEME3T. 4 5