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.
<br /> ARCHITECT OF RECORD:
<br /> JAMES A. HAILEY
<br /> STRUCTURALNOTES
<br /> GROCERY OUTLET EVERETT WA - VLMK JOB #20170813 DIVISION 5 - METAL DIVISION 6 - WOOD 6700 ANTI H
<br /> SUITE 300
<br /> MERRIAM, KS 66204
<br /> DIVISION 1 - GENERAL
<br /> A. GENERAL A. ROUGH CARPENTRY CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM
<br /> A.1. ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE A.1. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON DRAWINGS: COPYRIGHT NOTICE
<br /> A. GENERAL LATEST EDITION OF AISC STANDARDS.
<br /> JOISTS, BEAMS&STRINGERS: DOUGLAS FIR#2 CONCRETE: COMMENTS DURATION INSPECTION AGEN
<br /> A.1. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF: g. MATERIALS This drawing was prepared for use
<br /> 6 INCH NOMINAL AND GREATER: DOUGLAS FIR#1 VERIFY USE OF ENGINEER APPROVED CONCRETE MIX DESIGNS P TESTING LAB on a specific site
<br /> A.1.a. GROCERY OUTLET-EVERETT,WA B.1. ALL STEEL PLATE,ANGLES, CHANNELS, ETC.TO BE ASTM A36 TYPICAL UNLESS OTHERWISE NOTED.
<br /> A.1.b. 5209 EVERGREEN WAY, EVERETT WF� BLOCKING AND MISCELLANEOUS: DOUGLAS FIR OR HEM FIR#3 contemporaneously wit its issue
<br /> 6.2. STRUCTURAL TUBING TO BE ASTM A500 GRADE B(Fy=46 KSI RECTANGULAR, Fy=42 KSI ROUND). PLACING OF REINFORCING FOR SLAB-ON-GRADE P TESTING LAB date and it is not suitable for use on
<br /> A.1.c. POSSESSION OF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE g.3. UNLESS OTHERWISE NOTED, BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS. GLULAM BEAMS:
<br /> THE WHOLE,OR PARTS OF THIS PROJECT IN OTHER LOCATIONS PLACING OF CONCRETE FOR REINFORCED SLAB-ON-GRADE SEE NOTE 6, ITEM A C TESTING LAB a different project site or at a ater
<br /> -Fb=2400 PSI, E= 1,800,000 PSI PER ANSI A190.1 SPECIFICATION. time. Use of this drawing for
<br /> B.4. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. PROVIDE STANDARD PLATE WASHERS UNDER ALL
<br /> A.2. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE -SIMPLE SPANS COMBINATION: 24F-V4 POST-INSTALLED ADHESIVE ANCHORS, RODS AND DOWELS IN PER ICC EVALUATION REPORT reference or example on another
<br /> BOLT HEADS AND NUTS IN CONTACT WITH WOOD. C TESTING LAB ro ect re uires the services of
<br /> GENERAL NOTES TO THE EXTENT SHOWN. -CANTILEVER SPANS COMBINATION: 24F-V8 CONCRETE, PLACED HORIZONTALLY OR UPWARDLY INCLINED SEE NOTE 6, ITEM B P J 4
<br /> B.5. ANCHOR RODS TO BE ASTM F1554, GRADE 36 UNLESS OTHERWISE NOTED. properly licensed architects and
<br /> A.3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. COORDINATE -SUBMIT CERTIFICATE OF CONFORMANCE INDICATING MEMBERS MEET THE REQUIREMENTS
<br /> LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, MECHANICAL AND B�6. LAG BOLTS IN WOOD TO BE SAE J429 GRADE 1 WITH MINIMUM DIMENSIONS MEETING ANSI/ASME 6.18.2.1. POST-INSTALLED EXPANSION/WEDGE ANCHORS IN CONCRETE PER ICC EVALUATION REPORT P TESTING LAB engineers. Reproduction of this
<br /> ELECTRICAL DRAWINGS. NOTIFY VLMK ENGINEERING+ DESIGN(VLMK)OF ANY DISCREPANCIES OR IF 6.7. LIGHT GAUGE STEEL 16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEEL OF ASTM A1003 ST50H WITH OF ANSI A190.1. SEE NOTE 6, ITEM B
<br /> drawing for reuse on another project
<br /> ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. (Fy=50 KSI). LIGHT GAUGE STEEL 18 GAUGE AND LIGHTER SHALL BE FORMED FROM ASTM A1003 ST33H is not authorized and may be
<br /> WITH(Fy= 33 KSI). DETAIL AND FABRICATE LIGHT GAUGE STEEL PER AISI STANDARDS. A.2. PROVIDE FIRE BLOCKING AS REQUIRED AND BLOCKING FOR ALL SPECIFIED WALL-MOUNTED ITEMS ARCHITECTURAL: contrary to the law.
<br /> A.4. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF INCLUDING CABINETS, DOORSTOPS, ETC.
<br /> VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES C. POST-INSTALLED ANCHOR BOLTS: A.3. CONNECTORS: CEILING CLIPS P TESTING LAB
<br /> RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, METHODS, TECHNIQUES, C.1. UNLESS A SPECIFIC ANCHOR PRODUCT IS NOTED IN THE DRAWINGS, POST-INSTALLED ANCHORS MAY USE "
<br /> SEQUENCES, OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. UNLESS WE ARE ONE OF THE ANCHORS LISTED BELOW FOR THE REQUIRED TYPE AND BASE MATERIAL. OTHER ANCHORS A.3.a. TIE STRAPS, FRAMING ANCHORS, HANGERS, STIRRUPS, COLUMN CAPS,COLUMN BASES, ETC.,TO APPROVED FABRICATORS: �\� i \J
<br /> SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE,OUR WORK IS LIMITED TO THE DESIGN OF A R E A C C E P T A B L E O N L Y W I T H P R I O R W R I T T E N A P P R O V A L O F THE ENGINEER. BE SIMPSON AS DETAILED,OR AS APPROVED.
<br /> WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. A.3.b. FULLY FASTEN ACCORDING TO MANUFACTURER'S SCHEDULE USING LARGEST SIZE SHOWN.
<br /> A.5. WHERE REFERENCE IS MADE TO ASTM,AISC,ACI OR OTHER STANDARDS,THE LATEST ISSUE SHALL APPLY. C.2. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. CERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TO THE P TESTING LAB
<br /> C.3. NOTE THAT ADHESIVE ANCHOR INSTALLATION TEMPERATURES AND CURE TIMES VARY BY PRODUCT. A.3.c. ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO CONNECT WITH 'U'TYPE ARCHITECT OR ENGINEER OF RECORD, FOR ALL OFF SITE
<br /> A.6. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. CONSULT MANUFACTURER LITERATURE FOR SPECIFIC REQUIREMENTS. HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS. FABRICATION SUCH AS STRUCTURAL STEEL,OPEN-WEB STEEL
<br /> A.7. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH: A.3.d. NAILING: ALL NAILS SPECIFIED IN THE DRAWINGS TO BE"COMMON" NAILS UNLESS OTHERWISE JOISTS AND GIRDERS, GLU-LAMS,AND PRE-CAST CONCRETE
<br /> C.4. PROVIDE MINIMUM EMBEDMENT AND SPACING UNLESS NOTED OTHERWISE IN DRAWINGS. E N G I N E E R I N G + D E S I G N
<br /> NOTED. ALL NAILING SHALL COMPLY WITH IBC FASTENING SCHEDULE PER CHAPTER 23. OBTAIN
<br /> A.7.a. 2015 INTERNATIONAL BUILDING CODE(IBC)AS AMENDED BY THE STATE OF WASHINGTON C.5. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE IN
<br /> ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS.
<br /> (INTERNATIONAL BUILDING CODE, 2015 EDITION, EFFECTIVE JULY 1,2016) DRAWINGS. SEE SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM AND NOTES. 3933 SW K2II Avenue
<br /> A.7.b. ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. A.3.e. NAILS AT ROOF AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR CROWN IS y
<br /> C.6. ADHESIVE ANCHORS: FLUSH WITH THE SURFACE OF THE SHEATHING. CHECK AND RESINK IF NEEDED, IMMEDIATELY Portland, Oregon 97239
<br /> A.8. DESIGN CRITERIA: BASE MATERIAL PRODUCT REPORT# BEFORE ROOFING. �JO3.ZZ2.44�J3
<br /> A.8.a. ROOF SNOW LOAD(PER IBC 1603.1.3) CONCRETE SIMPSON SET-XP EPDXY ADHESIVE ANCHOR ICC ESR-2508 A.3.f. BOLTS-SEE DIVISION 5, METAL.
<br /> VLMK.
<br /> FLAT-ROOF SNOW LOAD (Pf) 25 PSF CONCRETE SIMPSON AT-XP ADHESIVE ANCHOR IAPMO ER-263 A.3.g. CORROSION PROTECTION:
<br /> A.8.b. WIND LOAD(PER IBC 1603.1.4) CONCRETE HILTI HIT-HY 200 ADHESIVE ANCHOR ICC ESR-3187 A.3.g.a. CONFIRM REQUIRED CORROSION PROTECTION FOR HARDWARE AND FASTENERS
<br /> ULTIMATE DESIGN WIND SPEED (Vult) 110 MPH CONCRETE DEWALT/POWERS PURE 110+ EPDXY ANCHOR ICC ESR-3298 WITH SPECIFIC RECOMMENDATIONS FROM PRESSURE TREATING MANUFACTURER
<br /> OR HANGER MANUFACTURER(USE MOST CONSERVATIVE) FOR SPECIFIC WOOD
<br /> NOMINAL DESIGN WIND SPEED (Vasd) 85 MPH CONCRETE DEWALT/POWERS AC100+GOLD ADHESIVE ANCHOR ICC ESR-2582 �
<br /> TREATMENTS USED.
<br /> RISK CATEGORY �� C.7. EXPANSION ANCHORS: A.3.g.b. MINIMUM CORROSION PROTECTION ON METAL CONNECTORS EXPOSED TO THE SPECIAL INSPECTION PROGRAM NOTES:
<br /> WIND EXPOSURE B BASE MATERIAL PRODUCT REPORT# ENVIRONMENT OR PRESSURE TREATED LUMBER TO BE PER ASTM A653 CLASS 185
<br /> INTERNAL PRESSURE COEFFICIENT (GCpi) ±0.18 (SIMPSON ZMAX)OR ASTM A123. 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. n n n
<br /> CONCRETE SIMPSON STRONG-BOLT 2 WEDGE ANCHOR ICC ESR-3037 u
<br /> A.8.c. EARTHQUAKE DESIGN DATA(PER IBC 1603.1.5) A.3.g.c. FASTENERS FOR PRESSURE TREATED LUMBER MUST BE MINIMUM HOT-DIP C=CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES,OBSERVING THE WORK REQUIRING SPECIAL
<br /> CONCRETE HILTI KWIK BOLT TZ ANCHOR ICC ESR-1917 GALVANIZED, STAINLESS STEEL, SILICON BRONZE OR COPPER. INSPECTION. �
<br /> SEISMIC IMPORTANCE FACTOR (le) � � CONCRETE DEWALT/POWERS POWER-STUD+SD2 ANCHOR ICC ESR-2502
<br /> A.3.g.d. HOT-DIP GALVANIZED HARDWARE AND FASTENERS MUST COMPLY WITH ASTM A153, P= PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE W
<br /> RISK CATEGORY �� C.8. SCREW ANCHORS: STAINLESS STEEL FASTENERS TO BE TYPE 304 OR TYPE 316. REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND SPECIFICATIONS.
<br /> MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss= 1.380 S1 =0.524 BASE MATERIAL PRODUCT REPORT# � �
<br /> A.3.g.e. HARDWARE AND FASTENERS USED TOGETHER MUST BE THE SAME TYPE(E.G. ^
<br /> SITE CLASS � CONCRETE SIMFSON TiTEN HD SCREW ANCHOR ICC ESR-2713 HOT-DIP GALVANIZED NAILS WITH HOT-DIP GALVANIZED HANGERS). 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: �
<br /> DESIGN SPECTRAL RESPONSE COEFFICIENTS Sds=0.920 Sd1 =0.524 CONCRETE HILTI KWIK HUS-EZ SCREW ANCHOR ICC ESR-3027 A.4. DELIVERY AND STORAGE: ALL LUMBER AND SHEATHING DELIVERED TO THE SITE, SHALL BE STACKED OR ENGINEER: VLMK ENGINEERING+ DESIGN � z
<br /> STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER. TESTING LAB: TO BE DETERMINED 4 Q O
<br /> SEISMIC DESIGN CATEGORY � D. WELDING
<br /> HANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN DIAMETER OR A.5. CUTTING AND NOTCHING OF JOISTS NOT ALLOWED. A 1 INCH DIAMETER HOLE MAY BE DRILLED IN THE TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. THE SELECTED INSPECTION AGENCY >
<br /> A.9. MECHANICAL EQUIPMENT, MEC D.1. ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX ELECTRODES.
<br /> ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50 POUNDS SHALL BE HUNG BY A ENTI N TO THE MEANS AND METHODS OF CONSTRUCTION THEY CENTER 1/3 OF THE MEMBER DEPTH. ALL OTHER HOLES TO BE APPROVED BY ENGINEER. SHALL BE AN ACCREDITED,APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR w
<br /> SYSTEM APPROVED BY VLMK. ANY HANGER OR SUPPORT PRODUCING A LOAD OVER 200 POUNDS SHALL CONTRACTOR SHALL PAY SPECIAL ATT 0 OR SUB CONTRACTOR, PER I.B.C. SECTION 1704.1. THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN O
<br /> ANTICIPATE EMPLOYING ON THE PROJECT. SOME WELDS SHOWN AS SHOP WELDS MAY NEED TO BE FIELD A.6. STUDS MAY BE NOTCHED IN THE LOWER 1/5 OF THE HEIGHT OF THE STUD FOR ELECTRIC AND PLUMBING CHAPTER 17 OF THE I.B.C.. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE Q z �
<br /> HAVE ADDITIONAL FRAMING INSTALLED TO TRANSFER THESE LOADS TO THE MAIN STRUCTURAL BEAMS OR N/ELDS TO AID ERECTION. PIPES, BUT NO PART OF THE NOTCH IS TO BE DEEPER THAN 25 PERCENT OF THE WIDTH OF THE STUD.
<br /> WALL UNLESS OTHERWISE APPROVED. HOLES OF DIAMETERS UP TO 1/3 OF WIDTH OF STUD MAY BE DRILLED IN THE STUD. SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL
<br /> E. COLD-FORMED STEEL STRUCTURAL FRAMING INSPECTION. W —�
<br /> A.10. WHERE REQUIRED, SEISMIC BRACING FOR MECHANICAL AND ELECTRICAL EQUIPMENT, SPRINKLER PIPING LL U
<br /> OR OTHER NON-STRUCTURAL COMPONENTS SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE E.1. ALL PRODUCTS ARE TO BE MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL STUD
<br /> WITH CHAPTER 13 OF ASCE 7-10. STRUCTURAL CALCULATIONS AND DETAILS STAMPED BY A LICENSED MANUFACTURERS ASSOCIATION (SSMA). INSTALLATION SHALL BE IN ACCORDANCE WITH THE CURRENT ICC 3. PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT(OR ENGINEER)SHALL CALL A PRE-CONSTRUCTION MEETING WITH THE � �
<br /> ENGINEER SHALL BE SUBMITTED TO VLMK FOR REVIEW. REPORT(ESR-3064P)AND ASTM C955. ARCHITECT, ENGINEER, BUILDING OFFICIAL, CONTRACTOR,AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION REQUIREMENTS. �
<br /> A.11. PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO TH
<br /> E PROJECT. VLMK WILL E.2. COLD-FORMED STEEL FRAMING SHAIL BE INSTALLED IN ACCORDANCE WITH ASTM C1007. THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS MEETING. Q O W �
<br /> REVIEW AND MARK-UP ELECTRONIC SUBMITTALS IN PDF FORMAT OR A MAXIMUM OF THREE HARD COPIES E.3. UNLESS OTHERWISE NOTED IN DRAWINGS, STEEL STUD WALL TRACKS ARE TO BE ATTACHED TO �
<br /> OF SUBMITTALS. THE CONTRACTOR WILL BE RESPONSIBLE FOR DUPLICATING MARK-UPS IF ADDITIONAL CONCRETE FLOORS WITH MINIMUM 0.145 INCH DIAMETER x 1 INCH PENETRATION POWDER ACTUATED 4. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO: � �
<br /> COPIES ARE REQUIRED. SUBMITTALS WILL BE REVIEWED AND RETURNED TO THE GENERAL CONTRACTOR FASTENERS(PAFs)SPACED AT 16 INCHES ON CENTER. A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY THE LOCAL � � �
<br /> WITHIN TWO WEEKS.ALL SUBMITTALS SHALL BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO JURISDICTION.
<br /> SUBMITTAL TO THE ENGINEER. UNLESS OTHERWISE INDICATED, SHOP DRAWINGS SHALL BE PROVIDED ON E.4. UNLESS OTHERWISE NOTED IN DRAWINGS, STEEL STUDS ARE TO BE 600S162-43 SECTIONS WITH MINIMUM
<br /> THE FOLLOWING: SECTION PROPERTIES(GROSS)AS FOLLOWS: Ix-2.316 in^4, Sx=0.772 in^3 AND A=0.447 in^2. STUDS TO B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. �/
<br /> BEAR ON FULL WIDTH OF TOP AND BOTTOM TRACK. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION,THEN, IF UNCORRECTED, � a � W
<br /> A.11.a. STRUCTURAL STEEL AND MISCELLANEOUS STEEL. TO THE ENGINEER AND TO THE BUILDING OFFICIAL.
<br /> E.5. UNLESS OTHERWISE NOTED IN DRAWINGS, STUD SPACING TO BE 16 INCHES ON CENTER. � �
<br /> A.11.b. CONCRETE MIX DESIGNS. C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL,ARCHITECT, ENGINEER,
<br /> E.6. WALL COVERING MATERIALS AND ATTACHMENT TO BE PER IBC CHAPTER 25. CONTRACTOR,AND(OTHER DESIGNATED PARTIES), IN A TIMELY MANNER,AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. O W
<br /> A.11.c. ALL REINFORCING STEEL. E.7. GALVANIZED COATING TO BE G60 MINIMUM. D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED,
<br /> A.12. BIDDER DESIGNED ITEMS(DEFERRED SUBMITTALS)SHALL BE DESIGNED BY,AND BEAR THE STAMP OF AN AND WHETHER THE vVORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AND THE
<br /> ENGINEER(PRODUCT ENGINEER) REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. SEE E.8. CONNECTIONS:
<br /> DEFERRED SUBMITTAL TABLE FOR ADDITIONAL REQUIREMENTS AND ITEMS CLASSIFIED AS DEFERRED E.S.a. WELDING IS ACCEPTABLE WHERE INDICATED ON THE DRAWINGS. ALL WELDS OF GALVANIZED APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING CODE.
<br /> SUBMITTALS. STEEL SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT. �
<br /> 5. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO:
<br /> E.8.b. UNLESS OTHEWISE NOTED IN DRAWINGS, USE#12 SCREWS(16 GAUGE AND HEAVIER),#10
<br /> SCREWS(18 AND 20 GAUGE)AND#8 SCREWS(22 GAUGE)TO CONNECT COLD-FORMED STEEL A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH INSPECTION.
<br /> DIVISION 2 - SITE WORK FRAMING. SCREWS TO BE SELF TAPPING AND DRILLING FROM ONE OF THE FOLLOWING: B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE
<br /> STEEL STUD FASTENERS REPORT# IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL.
<br /> A. GENERAL HILTI KWIK-PRO SELF-DRILLING SCREWS ICC ESR-2196 C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE.
<br /> A.1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL FROM AREAS UNDER THE BUILDING OR UNDER PAVED ITW BUILDEX TEKS SELF-DRILLING SCREWS ICC ESR-1976 D. MAINTAIN AT THE JOB SITE, COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR.
<br /> ISSUE BLOCK
<br /> AREAS. E.8.c. PLACE SCREWS WITH MINIMUM SPACING AND EDGE DISTANCE OF 3 SCREW DIAMETERS, UNLESS
<br /> A.2. FILL MATERIAL TO CONSIST OF A GRANULAR MATERIAL OR CONDITIONED SITE MATERIAL. PLACE FILL IN OTHERWISE NOTED ON DRAWINGS. PROVIDE MINIMUM LENGTH FOR SCREW TO PENETRATE 6. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE REQUIRED BY THE I.B.C.: NO. DATE DESCRIPTION
<br /> LIFTS NOT TO EXCEED 8 INCHES AND COMPACT TO 95%STANDARD ASTM D-1557 UNDER FOOTINGS, UNDER BEYOND FASTENED MEMBERS BY AT LEAST TWO FULL DIAMETER THREADS.
<br /> B. POST INSTALLED ANCHORS IN CONCRETE AND MASONRY SHALL BE INSPECTED AS FOLL W :
<br /> PAVED AREAS AND UNDER FLOOR SLABS. E.8.d. BOLTS TO BE PLACED IN PRE-DRILLED HOLES IN COMPLIANCE WITH AISI NORTH AMERICAN 1) PROVIDE'CONTINUOUS'OR'PERIODIC' INSPECTION AS INDICATED IN THE SPECIAL INSPECTION TABLE(THIS SHEET). INSPECTIONS ARE
<br /> A.3. BASE MATERIAL IMMEDIATELY UNDER SLAB TO BE 6 INCH LAYER OF COMPACTED CRUSHED ROCK WITH SPECIFICATION, SECTION E3A. STANDARD HOLE SIZES SHOULD NOT EXCEED THE BOLT TO BE IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT PRODUCT EVALUATION REPORT AND INSTALLATION INSTRUCTIONS.
<br /> LESS THAN 5% PASSING THE#200 SIEVE. DIAMETER+ 1/32" FOR BOLTS LESS THAN 1/2" DIAMETER, OR BOLT DIAMETER+ 1/16" FOR BOLTS 2) A COPY OF THE EVALUATION REPORT AND INSTALLATION INSTRUCTIONS ARE TO BE MAINTAINED ON THE JOB SITE. ICC EVALUATION
<br /> 1/2" DIAMETER AND GREATER. OVERSIZED OR SLOTTED HOLES SHOULD NOT BE USED UNLESS REPORTS ARE AVAILABLE ONLINE AT VWVW.ICC-ES.ORG,AND IAPMO EVALUATIONS REPORTS ARE AVAILABLE AT�M/VW.IAPMOES.ORG.
<br /> DIVISION 3 - CONCRETE AND REINFORCING SPECIFICALLY NOTED ON DRAWINGS.
<br /> 3) WHERE PERIODIC INSPECTION IS ALLOWED:
<br /> E.8.e. POWER ACTUATED FASTENERS(PAFs)TO BE USED TO CONNECT COLD FORMED STEEL FRAMING . THE SPECIAL INSPECTOR MUST BE ON SITE INITIALLY DURING ANCHOR INSTALLATION TO VERIFY MATERIALS AND PROCEDURES
<br /> TO CONCRETE OR STEEL TO BE ONE OF THE FOLLOWING:
<br /> AS REQUIRED BY THE EVALUATION REPORT.
<br /> A. CONCRETE MIX/MATERIAL POWER ACTUATED FASTENER(PAF) REPORT#
<br /> • SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME CONSTRUCTION PERSONNEL ARE PER
<br /> A.1. STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER TO HILTI X-U UNIVERSAL KNURLED SHANK FASTENERS(0.157"DIA) ICC ESR-2269 TO BE PERIODICALLY INSPECTED.
<br /> BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD DEVIATION AS SPECIFIED DEWALT/POWERS 0.300 HEAD DRIVE PINS(0.145" DIA) ICC ESR-2024
<br /> • A NEW INITIAL INSPECTION SHALL BE MADE FOR ANY CHANGE IN PERSONNEL PERFORMING THE ANCHOR INSTALLATI
<br /> IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL CONCRETE TO BE USED. CLEARLY LABEL
<br /> ALL MIX DESIGNS FOR PROPOSED AREA OF USE. CHANGE IN THE ANCHOR PRODUCT BEING INSTALL
<br /> • FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD,THE SPECIAL INSPECTOR MUST MAKE REGULAR INSPECTIONS TO
<br /> A.2. MINIMUM MIX REQUIREMENTS: CONFIRM CORRECT HANDLING AND INSTALLATION. IF DISCREPANCIES ARE NOTED, CONTINUOUS INSPECTION SHOULD BE
<br /> PROVIDED FOR ALL SUBSEQUENT ANCHORS.
<br /> LOCATION MIN. COMP. SLUMP MIN. CEMENT ADMIXTURES
<br /> 4) ADHESIVE ANCHORS IN CONCRETE SHALL ADDITIONALLY CONFORM TO THE FOLLOWING:
<br /> STRENGTH (a) CONTENT
<br /> • CONCRETE IS TO HAVE A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR INSTALLATION.
<br /> INTERIOR SLAB ON GRADE 3 000 PSI 2"-4" 517 LB (b), (d)
<br /> • CONTINUOUS INSPECTION IS REQUIRED FOR ALL ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL
<br /> EXTERIOR SLAB ON GRADE 3 000 PSI 2"-4" 517 LB (b), (c) ORIENTATION.
<br /> MISCELLANEOUS 3 000 PSI 0"-5" 470 LB (b) • INSTALLATION OF ADHESIVE ANCHORS IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION ARE TO BE DONE BY A
<br /> CERTIFIED ADHESIVE ANCHOR INSTALLER(AAI)AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-11, SECTION
<br /> (a)- SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT
<br /> D.922. (NOT REQUIRED IN OREGON).
<br /> EXCEPT BY WRITTEN APPROVAL FROM ENGINEER.
<br /> • ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION ARE TO UTILIZE A PISTON PLU
<br /> (b)- WRn=WATER REDUCING AGENT.
<br /> RETAINING CAP IN ACCORDANCE WITH MANUFACTURER'S INSTRU TI
<br /> (c)- AE=AIR ENTRAINMENT.
<br /> (d)- POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREES FAHRENHEIT.
<br /> A.3. USE TYPE I CEMENT, PER ASTM C-150 UNLESS OTHERWISE APPROVED.
<br /> A.4. AGGREGATES PER ASTM C33. USE 3/4 INCH MINUS UNLESS OTHER�'VISE NOTED OR APPROVED.
<br /> A.5. WATER REDUCING AGENT(WRA)SHALL BE POLYHEED R-1 OR DURACEM 55(MINIMUM 6 OZ. PER 100
<br /> Pourv�s cEMErvT>. coMP�Y wiTH asTnn c-asa. DEFERRED STRUCTURAL SUBMITTAL (BIDDER DESIGN) M,
<br /> A.6. AIR ENTRAINMENT(AE)SHALL COMPLY WITH ASTM C-260 AND SHALL BE USED ONLY WHERE SPECIFIED �
<br /> � �
<br /> AND/OR APPROVED BY ENGINEER. STOREFRONT AND CURTAINWALL SYSTEMS �,���i�F �S�j��o �
<br /> A.7. ACCELERATORS: POZZUTEC 20 NON-CHLORIDE FOR COMPONENTS EXPOSED TO WEATHER IN THE y a
<br /> DEFERRED SUBMITTAL NOTES: '� ;�.� � .--��'
<br /> COMPLETED STRUCTURE(WALLS, EXTERIOR PAVING, ETC.), CALCIUM CHLORIDE IN THE INTERIOR SLABS ON �� �~'` r�
<br /> GRADE. QUANTITY(DOSAGE)TO BE DETERMINED BY CONTRACTOR AND APPROVAL OBTAINED FROM 1. BIDDER DESIGN ITEMS(DEFERRED SUBMITTALS)SHALL BE DESIGNED BY,AND BEAR THE STAMP OF AN ENGINEER
<br /> ENGINEER BEFORE USE OF ACCELERATORS.
<br /> (PRODUCT ENGINEER)REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. �1516 4�
<br /> A.8. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. 2. THE SUBMITTAL SHALL CERTIFY THAT THE DRAWWGS HAVE NOT DEVIATED FROM THE VLMK DESIGN IN ANY WAY, ���'��GISTE`�����
<br /> A.9. PROVIDE CONTROL JOINTS IN ALL INTERIOR SLABS ON GRADE AT 25'-0"ON CENTER EACH WAY MAXIMUM OR SHALL CALL TO THE ATTENTION OF VLMK ANY DEVIATIONS THAT HAVE BEEN MADE. DEVIATIONS MADE SOLELY �S'Sj�r�r ���
<br /> FOR CONVENIENCE OR WITHOUT GOOD RATIONALE MAY BE CAUSE FOR REJECTING THE SUBMITTAL `�`��-•"
<br /> UNLESS OTHERWISE SHOWN ON PLANS. PROVIDE HEAVY(3/4 INCH)TOOLED JOINTS AT 5'-0"ON CENTER IN
<br /> ALL EXTERIOR WALKS UNLESS OTHERWISE NOTED. 3. THE PRODUCT ENGINEER SHALL NOT RELY ON A THIRD PARTY FOR INTERPRETATION OF VLMK'S DOCUMENTS AND
<br /> A.10. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE DESIGN REQUIREMENTS. THE DEFERRED SUBMITTAL SHALL BE ACCOMPANIED BY A LETTER FROM THE PRODUCT Exp.01-31-2019
<br /> ENGINEER INDICATING THAT THEY HAVE RECEIVED A COPY OF THE DESIGN DRAWINGS AND SPECIFICATIONS AND
<br /> UNLESS EFFECTIVELY COATED.
<br /> HAVE REVIEWED THEIR DESIGN FOR COMPLIANCE WITH THE DESIGN DOCUMENTS. CONTACT INFORMATI N
<br /> B. REINFORCING THE PRODUCT ENGINEER SHALL BE PROVIDED WITH THE SUBMITTAL. FAILURE TO PROVIDE THIS INFORMATION
<br /> MAY BE CAUSE FOR REJECTING THE SUBMITTAL.
<br /> B.1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED.
<br /> 4. SUBMITTAL DOCUMENTS SHALL BE REVIEWED BY THE CONTRACTOR AND SUBMITTED TO THE ARCHITECT OR
<br /> B.2. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR
<br /> DETAILING REINFORCED CONCRETE STRUCTURES-ACI STANDARD 315. ENGINEER OF RECORD FOR REVIEW. AFTER REVIEW,AND SUBJECT TO BEING IN GENERAL CONFORMA
<br /> THE CONTRACT DOCUMENTS, THE ENGINEER WILL RETURN THE SUBMITTAL TO THE CONTRACTOR. DATE: 04/04/18
<br /> B.3. EXTEND REINFORCING TO WITHIN 1 INCH OF WALL AND SLAB EDGES.
<br /> 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE REVIEWED SUBMITTAL TO THE BUILDI
<br /> DEPARTMENT FOR DEFERRED PERMIT APPLICATION. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED DRAWN BY: KRS
<br /> UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
<br /> DIVISION 4 - MASONRY (NOT USED)
<br /> CHECKED BY: JJE
<br /> JOB# 20170813
<br /> SHEET TITLE
<br /> STRUCTURAL NOTES
<br /> AND SPECIAL
<br /> INSPECTIONS
<br /> SHEET NO.
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