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<br /> STRUCTURAL NOTES DIVISION 5-METAL VLMK Pod3933*Cd/kn.
<br /> KRAGHT DECK ADDITION-VLMK JOB#20210166 91 K
<br /> A GENERAL 911tn4151
<br /> DIVISION 1-GENERAL 1. ALL STRUCTURAL MEMBERS TO BE DETAILED,FABRICATED AND ERECTED IN ACCORDANCE ENGINEERING+DESIGNYUXOM
<br /> WITH THE LATEST EDITION OF AISC STANDARDS.
<br /> A GENERAL
<br /> 1. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF: B. MATERIALS
<br /> A KRAGHT DECK ADDITION 1. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307.PROVIDE STANDARD PLATE WASHERS
<br /> B. 3426 TULALIP AVE,EVERETT,WA 98201 UNDER ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD.
<br /> C. POSSESSION OF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR
<br /> FABRICATE THE WHOLE,OR PARTS OF THIS PROJECT IN OTHER LOCATIONS. 2. LAG BOLTS IN WOOD TO BE SAE J429 GRADE 1 WITH MINIMUM DIMENSIONS MEETING ANSI/ASME
<br /> B.18.2.1.
<br /> 2. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION.THE DRAWINGS GOVERN OVER
<br /> THE GENERAL NOTES TO THE EXTENT SHOWN. 3. ANCHOR RODS TO BE ASTM F1554,GRADE 36 UNLESS OTHERWISE NOTED.
<br /> 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. C. POST-INSTALLED ANCHOR BOLTS:
<br /> COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS,ROOFS AND WALLS WITH 1. UNLESS A SPECIFIC ANCHOR PRODUCT IS NOTED IN THE DRAWINGS,POST-INSTALLED
<br /> ARCHITECTURAL,MECHANICAL AND ELECTRICAL DRAWINGS.NOTIFY VLMK ENGINEERING+ ANCHORS MAY USE ONE OF THE ANCHORS LISTED BELOW FOR THE REQUIRED TYPE AND BASE
<br /> DESIGN(VLMK)OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN MATERIAL OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF THE
<br /> OR NOTED. ENGINEER.
<br /> 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION 2. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS AND PRODUCT EVALUATION
<br /> OF VERTICAL AND LATERAL LOAD SYSTEMS.VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY REPORTS.
<br /> SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS,OR TO REVIEW THE MEANS,METHODS,
<br /> TECHNIQUES,SEQUENCES,OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. a EMBEDMENT SPECIFIED ON DRAWINGS FOR ADHESIVE ANCHORS ARE'EFFECTIVE'EMBEDMENT.
<br /> UNLESS WE ARE SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE,OUR WORK IS 'NOMINAL'EMBEDMENT IS SPECIFIED FOR EXPANSION AND SCREW ANCHORS,UNLESS
<br /> LIMITED TO THE DESIGN OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. OTHERWISE NOTED.REFERENCE MANUFACTURER LITERATURE FOR MEASURING TOTAL
<br /> EMBEDMENT AND HOLE DEPTH REQUIREMENTS.
<br /> 5. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK
<br /> 4. NOTE THAT ADHESIVE ANCHOR INSTALLATION TEMPERATURES AND CURE TIMES VARY BY
<br /> 6. WHERE REFERENCE IS MADE TO ASTM,AISC,ACI,ASCE OR OTHER STANDARDS,THE LATEST PRODUCT.CONSULT MANUFACTURER LITERATURE FOR SPECIFIC REQUIREMENTS.
<br /> ISSUE SHALL APPLY.
<br /> 5. ALL EXPANSION AND SCREW ANCHORS SPECIFIED AT EXTERIOR LOCATIONS OR EXPOSED TO
<br /> 7. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH: THE ELEMENTS SHALL BE THE STAINLESS STEEL VERSION PER EACH APPROVED
<br /> A 2018 INTERNATIONAL BUILDING CODE(IBC)AS AMENDED BY THE STATE OF WASHINGTON MANUFACTURER.EPDXY ANCHORS SPECIFIED AT EXTERIOR LOCATIONS OR EXPOSED TO THE
<br /> B. ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. ELEMENTS SHALL USE STAINLESS STEEL OR HOT DIPPED GALVANIZED THREADED ROD.
<br /> 8. DESIGN CRITERIA: 6. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED
<br /> a. FLOOR LIVE LOADS(PER IBC 1603.1.1) OTHERWISE IN DRAWINGS.SEE SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM AND
<br /> BALCONIES AND DECKS 60 PSF NOTES.
<br /> b. ROOF SNOW LOAD(PER IBC 1603.1.3) PROJECT NAME
<br /> FLAT-ROOF SNOW LOAD (PO 25 PSF 7. NO STEEL REINFORCEMENT SHALL BE CUT TO INSTALL ANCHORS WITHOUT THE PRIOR WRITTEN
<br /> SNOW EXPOSURE FACTOR (Ce) 1.0 APPROVAL OF THE ENGINEER. KRAG HT DECK
<br /> SNOW LOAD IMPORTANCE FACTOR (Is) 1.0
<br /> THERMAL FACTOR (Ct) 1.0 8. ADHESIVE ANCHORS: ADDITION
<br /> c. WIND LOAD(PER IBC 1603.1.4) BASE MATERIAL PRODUCT - REPORT#
<br /> ULTIMATE DESIGN WIND SPEED (VuR) 110 MPH CONCRETE SIMPSON SET-XP EPDXY ADHESIVE ANCHOR ICC ESR-2508
<br /> NOMINAL DESIGN WIND SPEED (Vasil) 85 MPH CONCRETE SIMPSON AT-XP ADHESIVE ANCHOR APMO ER-263
<br /> RISK CATEGORY II CONCRETE HILTI HIT-HY 200 ADHESIVE ANCHOR ICC ESR-3187
<br /> WIND EXPOSURE B
<br /> INTERNAL PRESSURE COEFFICIENT (GCpi) *0.18
<br /> d. EARTHQUAKE DESIGN DATA(PER IBC 1603.1.5) D. HOT-DIP GALVANIZING 3426 TULALIP AVE
<br /> SEISMIC IMPORTANCE FACTOR (le) 1.0 1. HOT-DIP GALVANIZING SHALL BE PROVIDED WHERE INDICATED IN THE DRAWINGS IN
<br /> RISK CATEGORY II ACCORDANCE WITH THE FOLLOWING: EVERETT,WA 98201
<br /> MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss=1.273 S1=0.452 a. GALVANIZE STEEL MEMBERS,FABRICATIONS,AND ASSEMBLIES AFTER FABRICATION BY THE
<br /> SITE CLASS D HOT DIP PROCESS IN ACCORDANCE WITH ASTM A123.
<br /> DESIGN SPECTRAL RESPONSE COEFFICIENTS SON=1.018 Sd1=0.573 b. GALVANIZE BOLTS,NUTS,WASHERS AND IRON AND STEEL HARDWARE COMPONENTS IN
<br /> SEISMIC DESIGN CATEGORY D ACCORDANCE WITH ASTM A153.
<br /> • BASIC SEISMIC-FORCE-RESISTING SYSTEM PLYWOOD WOOD SHEARWALLS c. SAFEGUARD PRODUCTS AGAINST STEEL EMBRITTLEMENT IN CONFORMANCE WITH ASTM
<br /> DESIGN BASE SHEAR (V) 0.432 KIPS A143.
<br /> SEISMIC RESPONSE COEFFICIENT (Cs) 0.157 d. GALVANIZE REINFORCING STEEL IN ACCORDANCE WITH ASTM A767.
<br /> RESPONSE MODIFICATION FACTOR (R) 6.5 e. WHERE GALVANIZED STEEL WILL HAVE ADDITIONAL COATINGS,PREPARE SURFACE FOR
<br /> ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE PAINTING IN ACCORDANCE WITH ASTM D6386 OR POWDER COATING IN ACCORDANCE WITH
<br /> ASTM D7803.
<br /> DIVISION 2-SITE WORK f. REPAIR AREAS DAMAGED BY WELDING,FLAME CUTTING OR DURING HANDLING,TRANSPORT
<br /> OR ERECTION BY ONE OF THE APPROVED METHODS IN ACCORDANCE WITH ASTM A780
<br /> A. GENERAL WHENEVER DAMAGE EXCEED 3/16 INCH IN WIDTH.MINIMUM THICKNESS REQUIREMENTS
<br /> 1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL FROM AREAS UNDER THE BUILDING OR UNDER FOR THE REPAIR ARE DESCRIBED IN ASTM A123.
<br /> PAVED AREAS. g. AIR HOLES REQUIRED BY THE GALVANIZING PROCESS ARE TO BE INDICATED ON THE SHOP
<br /> DRAWINGS AND APPROVED BY THE ENGINEER PRIOR TO FABRICATION AND GALVANIZING.
<br /> 2. FILL MATERIAL TO CONSIST OF A GRANULAR MATERIAL OR CONDITIONED SITE MATERIAL PLACE WHERE AIR HOLES ARE EXPOSED TO WEATHER OR VIEW,THEY ARE TO BE FILLED AND REVISIONS
<br /> FILL IN LIFTS NOT TO EXCEED B INCHES AND COMPACT TO 95%STANDARD ASTM D-1557 UNDER GROUND SMOOTH FOLLOWING THE GALVANIZING PROCESS FOR WATER-TIGHTNESS AND
<br /> FOOTINGS,UNDER PAVED AREAS AND UNDER FLOOR SLABS. VISUAL APPEARANCE. ® DATE DESCRIPTION
<br /> 3. BASE MATERIAL IMMEDIATELY UNDER SLAB TO BE 4 INCH LAYER OF COMPACTED CRUSHED ROCK DIVISION 6-WOOD
<br /> WITH LESS THAN 5%PASSING THE#200 SIEVE. A ROUGH CARPENTRY
<br /> 4. PER 2018 IBC TABLE 1806.2-PRESUMPTIVE LOAD-BEARING VALUES: 1. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON DRAWINGS:
<br /> A DESIGN SOIL PRESSURE: 1,500(DL+LL)-SITE CLASS 5 ASSUMED. JOISTS AND POSTS: PRESSURE TREATED HEM FIR#2
<br /> 6INCH NOMINAL AND GREATER: PRESSURE TREATED HEM FIR#1
<br /> 5. ALL FOOTINGS TO BEAR A MINIMUM 12 INCHES BELOW FINAL GRADE ON FIRM,UNDISTURBED SOIL I
<br /> OR APPROVED COMPACTED FILL NOTIFY VLMK BEFORE PROCEEDING IF ANY UNUSUAL 2. CONNECTORS:
<br /> CONDITIONS ARE ENCOUNTERED IN THE FOOTING EXCAVATIONS, a. TIE STRAPS,FRAMING ANCHORS,HANGERS,STIRRUPS,COLUMN CAPS.COLUMN BASES,ETC.,
<br /> TO BE SIMPSON AS DETAILED,OR AS APPROVED.
<br /> 6. DO NOT EXCAVATE CLOSER THAN 2:1 SLOPE BELOW FOOTING EXCAVATIONS, b. FULLY FASTEN ACCORDING TO MANUFACTURER'S SCHEDULE USING LARGEST SIZE SHOWN.
<br /> c. ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO CONNECT WITH'U'TYPE
<br /> 7. CLEAN ALL FOOTING EXCAVATIONS OF LOOSE MATERIAL HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS.
<br /> d. NAILING:ALL NAILS SPECIFIED IN THE DRAWINGS TO BE"COMMON"NAILS UNLESS OTHERWISE
<br /> NOTED.ALL NAILING SHALL COMPLY WITH IBC FASTENING SCHEDULE PER CHAPTER 23.
<br /> DIVISION 3-CONCRETE AND REINFORCING OBTAIN ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS.
<br /> e. NAILS AT ROOF,FLOOR,AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR
<br /> A CONCRETE=MATERIAL CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING.CHECK AND RESINK IF NEEDED,
<br /> 1. STRENGTH:AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED IMMEDIATELY BEFORE ROOFING.
<br /> CYLINDER TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD f. BOLTS-SEE DIVISION 5,METAL
<br /> DEVIATION AS SPECIFIED IN ACI 318.PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL 9. CORROSION PROTECTION:
<br /> CONCRETE TO BE USED.CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. 1. CONFIRM REQUIRED CORROSION PROTECTION FOR HARDWARE AND FASTENERS WITH
<br /> SPECIFIC RECOMMENDATIONS FROM PRESSURE TREATING MANUFACTURER OR HANGER
<br /> 2. MINIMUM MIX REQUIREMENTS: MANUFACTURER(USE MOST CONSERVATIVE)FOR SPECIFIC WOOD TREATMENTS USED.
<br /> LOCATION MIN.COMP. SLUMP MIN.CEMENT ADMIXTURES 2. MINIMUM CORROSION PROTECTION ON METAL CONNECTORS EXPOSED TO THE �D'RUST
<br /> STRENGTH (a) CONTENT ENVIRONMENT OR PRESSURE TREATED LUMBER TO BE PER ASTM A653 CLASS 185 , Nns(r2 ✓-
<br /> FOOTINGS 2,500 PSI 0"5" 470 LB NONE (SIMPSON ZMAX)OR ASTM A123. 0a
<br /> (a)- SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT 3. FASTENERS FOR PRESSURE TREATED LUMBER MUST BE MINIMUM HOT-DIP GALVANIZED,
<br /> EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. STAINLESS STEEL,SILICON BRONZE OR COPPER.
<br /> 4. HOT-DIP GALVANIZED HARDWARE AND FASTENERS MUST COMPLY WITH ASTM A153, 1' a
<br /> 3. USE TYPE I CEMENT,PER ASTM C-150 UNLESS OTHERWISE APPROVED. STAINLESS STEEL FASTENERS TO BE TYPE 304 OR TYPE 316. . q zFOrsu zvaza A,
<br /> 5. HARDWARE AND FASTENERS USED TOGETHER MUST BE THE SAME TYPE(E.G.HOT-DIP ,, re5K 2
<br /> 4. AGGREGATES PER ASTM C33.USE 3/4 INCH MINUS UNLESS OTHERWISE NOTED OR APPROVED. GALVANIZED NAILS WITH HOT-DIP GALVANIZED HANGERS). SS/OVAL'/5 04-15-21
<br /> 5. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. 3. DELIVERY AND STORAGE:ALL LUMBER AND SHEATHING DELIVERED TO THE SITE,SHALL BE
<br /> STACKED OR STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER.
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<br /> B. REINFORCING
<br /> 1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. DATE APRIL 15,2021
<br /> VI 2. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD SCALE PROJ.NO.
<br /> I PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES-ACI STANDARD 315. AS NOTED 20210166
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