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CRITERIA GENERAL NOTES CONT ANCHORS WOOD CONT
<br /> DESIGN CODES POST-INSTALLED ANCHORS ALL ROOF SHEATHING AND SUBFLOORING SHALL BE INSTALLED WITH
<br /> NONSTRUCTURAL COMPONENTS PROVIDE POST-INSTALLED ANCHORS PER THE FOLLOWING SCHEDULE THE LONG DIMENSION PERPENDICULAR TO SUPPORTS, UNLESS NOTED
<br /> ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS DESIGN, DETAILING AND ANCHORAGE OF ALL NONSTRUCTURAL UNLESS NOTED OTHERWISE: OTHERWISE, AND WITH THE PANELS CONTINUOUS OVER TWO OR MORE
<br /> COMPONENTS SHALL BE IN ACCORDANCE WITH IBC SECTION 1613, ASCE SUPPORTS. STAGGER PANEL END JOINTS. INSTALL WITH 1/8" GAP
<br /> OF THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, AS AMENDED 7 CHAPTER 13, AND THE PROJECT SPECIFICATIONS. NONSTRUCTURAL BETWEEN PANELS. FLOOR DIAPHRAGM AND SHEAR WALL NAILS SHALL
<br /> BY THE CITY OF EVERETT. COMPONENTS DESIGNED BY OTHERS SHALL NOT INDUCE TORSIONAL ANCHORS IN CONCRETE BE DRIVEN FLUSH, BUT SHALL NOT FRACTURE THE SURFACE OF THE
<br /> LOADING INTO STRUCTURAL MEMBERS WITHOUT ADDITIONAL BRACING OF ANCHOR TYPE APPROVED ANCHORS SHEATHING.
<br /> THOSE MEMBERS TO ELIMINATE TORSIONAL FORCES. TORSIONAL BRACING
<br /> LIVE LOADS ADHESIVE HILTI HAS THREADED ROD IN HIT-RE 500 V3
<br /> SHALL BE DESIGNED BY THE NONSTRUCTURAL COMPONENT DESIGNER MECHANICAL HILTI KWIK BOLT TZ TIMBER FASTENERS AND CONNECTORS
<br /> IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LIVE LOADS WERE AND APPROVED BY THE ENGINEER. WOOD CONNECTORS SHALL BE SIMPSON STRONG-TIE OR APPROVED EQUAL.
<br /> USED FOR DESIGN. LIVE LOAD REDUCTION IS PER IBC SECTION 1607.10. INSTALL CONNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S
<br /> DESIGN, DETAILING AND CONSTRUCTION ALL NONSTRUCTURAL USE OF ALTERNATE PRODUCTS, OR OF POST-INSTALLED ANCHORS AT RECOMMENDATIONS WITH NUMBER AND SIZE OF FASTENERS AS SPECIFIED
<br /> MINIMUM ROOF LIVE LOAD 20 ESE COMPONENTS WHICH ATTACH TO STRUCTURE SHALL ACCOMMODATE LOCATIONS NOT SHOWN IN THESE DRAWINGS, IS SUBJECT TO THE BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO
<br /> CONSTRUCTION TOLERANCES AS ESTABLISHED BY THE STRUCTURAL APPROVAL OF THE ENGINEER. SUBMIT PROPOSED ANCHORS TO THE MEMBERS, PLACE ONE-HALF OF THE FASTENERS IN EACH MEMBERS.
<br /> REFER TO TABLE 1607.1 IN THE IBC FOR RELEVANT CONCENTRATED LIVE SPECIFICATIONS. ENGINEER WITH ICC OR IAPMO UES REPORT VALID FOR THE
<br /> LOADS 2015 IBC. SUBMITTED ICC-C-ES AND TA UES REPORTS SHALL
<br /> DEMONSTRATE THAT THE ANCHORS ARREE SUITABLE FOR USE IN ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A 307. PROVIDE SPECIAL CONDITIONS CRACKED CONCRETE OR UNCRACKED, FULLY GROUTED REINFORCED STANDARD WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND
<br /> LAG SCREWS BEARING ON WOOD.
<br /> ROOF SNOW LOAD CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONCRETE MASONRY UNITS. WHERE ANCHORS RESIST SEISMIC LOADS,
<br /> CONDITIONS IN THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE ALL SHIMS SHALL BE SEASONED DRY AND BE THE SAME GRADE (MIN) AS
<br /> THE ROOF SNOW LOAD IS DETERMINED USING CHAPTER 7 OF ASCE 7 IN NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITHIN THE CONTRACT THAT THE ANCHORS ARE SUITABLE FOR THE RESISTANCE OF SEISMIC THE MEMBERS CONNECTED.
<br /> ACCORDANCE WITH IBC SECTION 1608 AND WITH THE FOLLOWING DOCUMENTS OR FIELD CHANGES PRIOR TO INSTALLATION OR LOADS.
<br /> FACTORS: FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING ALL WOOD FRAMING DETAILS AND MINIMUM NAILING NOT SHOWN OTHERWISE
<br /> CONDITIONS AND THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN INSTALL ALL ANCHORS PER MANUFACTURER'S RECOMMENDATIONS. SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC.
<br /> IMPORTANCE FACTOR IS = 1.0 DIRECTION FROM THE ENGINEER BEFORE PROCEEDING. ANY WORK DONE
<br /> GROUND SNOW LOAD P = 15 EST AFTER SUCH OBSERVATION, UNTIL AUTHORIZED BY THE ENGINEER,
<br /> EXPOSURE FACTOR Ce = 0.8 SHALL BE AT CONTRACTOR'S RISK. ALL FRAMING NAILS SHALL HAVE THE SIZE AND MINIMUM LENGTH AS
<br /> WOOD SPECIFIED IN THE FOLLOWING TABLE, UNLESS NOTED OTHERWISE. NAIL TYPE
<br /> THERMAL FACTOR C} 1.2 DIMENSIONS NOTED AS PLUS OR MINUS t INDICATE UNVERIFIED
<br /> SHALL BE COMMON UNLESS NOTED OTHERWISE. POWER-DRIVEN NAILS AND
<br /> FLAT ROOF SNOW LOAD Pf = 10.1 PSF DIMENSIONS AND ARE APPROXIMATE. NOTIFY ENGINEER IMMEDIATELY OF STAPLES SHALL BE IN ACCORDANCE ICC-ES ESR-1539. NAILING NOT
<br /> S. WOOD CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF IBC SHOWN SHALL BE AS INDICATED IN IBC TABLE 2304.10.1. SEE SB3.2 FOR
<br /> CONFLICTS OR EXCESSIVE VARIATIONS FROM INDICATED DIMENSION
<br /> NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS--DO CHAPTER 23, THE NATIONAL DESIGN SPECIFICATION FOR WOOD NAIL SIZES AT SHEAR WALL AND ROOF/FLOOR DIAPHRAGM SHEATHING,
<br /> WIND LOADS CONSTRUCTION (NDS), THE NATIONAL FOREST PRODUCTS ASSOCIATION RESPECTIVELY.
<br /> NOT SCALE DRAWINGS. DIMENSIONS OF EXISTING CONDITIONS MAY BE MA),
<br /> SPECIFICATIONS, AND THE AMERICAN PLYWOOD ASSOCIATION
<br /> BASED ON RECORD DRAWINGS AND ARE TO BE FIELD-VERIFIED BY THE (APA), LATEST EDITIONS.
<br /> WIND LOAD IS DETERMINED USING CHAPTERS 26-31 OF ASCE 7-16 IN CONTRACTOR. FRAMING NAILS
<br /> ACCORDANCE WITH IBC SECTION 1609 WITH THE FOLLOWING FACTORS:
<br /> a RESISTANCE TO LATERAL LOADS ON STRUCTURE IS PROVIDED BY ROOF ALL STRUCTURAL SYSTEMS RELATING TO WOOD FRAMING WHICH ARE TO TYPE MARK TYPE SHANK MINIMUM LENGTH
<br /> RISK CATEGORY DIAPHRAGMS. CONTRACTOR SHALL PROVIDE SUFFICIENT TEMPORARY BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE DIAMETER
<br /> o EXPOSURE CATEGORY D SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY,
<br /> z BRACING UNTIL ALL LATERAL SUPPORT SYSTEMS ARE IN PLACE AND HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH THE 8d COMMON 0.131" 2 1/2"
<br /> BASIC WIND SPEED V = 98 MPH FUNCTIONAL.INTERNAL PRESSURE COEFF. G SUPPLIER'S INSTRUCTIONS AND REQUIREMENTS. 10d COMMON 0.148" 3"
<br /> PPI = +/- 0.18
<br /> SAWN LUMBER 16d COMMON 0.162" 3 1/2"
<br /> m DESIGN WIND PRESSURES FOR DETERMINING FORCES ON COMPONENTS ALL STRUCTURAL FRAMING AND CONNECTIONS HAVE BEEN DESIGNED SAWN LUMBER SHALL CONFORM TO THE LATEST EDITION OF "GRADING 16d-SHORT SHORT 0.131" 3 1/4"
<br /> AND CLADDING SHALL BE DETERMINED USING CHAPTER 30 OF ASCE 7 FOR THE FINAL COMPLETED CONDITION AND HAVE NOT BEEN AND DRESSING RULES" BY WCLIB OR "WESTERN LUMBER GRADING
<br /> N ACCORDANCE WITH IBC SECTION 1609 BY THE WASHINGTON STATE INVESTIGATED FOR POTENTIAL LOADINGS ENCOUNTERED DURING RULES" BY WWPA. LUMBER SHALL BE SEASONED DRY WITH A MAXIMUM
<br /> REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE ERECTION AND CONSTRUCTION. ANY INVESTIGATION OF THE STRUCTURAL MOISTURE CONTENT OF 19% AND BE THE SPECIES AND GRADE ALL FASTENERS AND CONNECTORS IN CONTACT WITH
<br /> in DESIGN OF SUCH ELEMENTS, UNLESS NOTED OTHERWISE ON THE FRAMING AND CONNECTIONS FOR ADEQUACY DURING THE ERECTION AND PRESERVATIVE-TREATED LUMBER SHALL BE GALVANIZED WITH A
<br /> DRAWINGS. CONSTRUCTION PROCESS IS THE RESPONSIBILITY OF THE CONTRACTOR. SPECIFIED BELOW. MINIMUM COATING OF 1.85 OUNCES/SQUARE FOOT.
<br /> ml DIMENSIONS OF EXISTING CONSTRUCTION OR CONSTRUCTION IN USE GRADE Lb PSI Fc PSI IDENTIFICATION
<br /> SEISMIC LOADS PROGRESS SHALL BE VERIFIED AND COORDINATED PRIOR TO ALL SAWN LUMBER AND PREFABRICATED WOOD PRODUCTS SHALL BE
<br /> g WALL STUDS
<br /> FABRICATION OF STRUCTURAL COMPONENTS. 2" TO 4' THICK, 2" AND WIDER IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED
<br /> BUILDINGS ARE LOCATED ON A FLOAT AND THEREFORE NOT SUBJECT TO BY THE CERTIFYING AGENCY.
<br /> SEISMIC LOADS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS HEM-FIR NO. 2 850 1,300
<br /> AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES PRESERVATIVE-TREATED WOOD
<br /> b REQUIRED TO PERFORM THE WORK. WHILE THE DESIGN DOCUMENTS MAY JOISTS & RAFTERS WOOD SHALL BE PROTECTED FROM DECAY AND TERMITES IN
<br /> _ REFERENCE OSHA, THEY ARE NOT INTENDED TO SPECIFICALLY IDENTIFY ACCORDANCE WITH IBC 2304.12. PRESERVATIVE-TREATMENTS SHALL
<br /> GENERAL NOTES ALL APPLICABLE OSHA REQUIREMENTS. IT IS THE CONTRACTOR'S 2" TO 4" THICK, 2" AND WIDER CONFORM TO THE APPROPRIATE STANDARDS OF THE AWPA FOR SAWN
<br /> RESPONSIBILITY TO IDENTIFY AND COMPLY WITH ALL APPLICABLE OSHA HEM-FIR N0.2 850 1,300 LUMBER, GLUED-LAMINATED TIMBER, ROUND POLES, PILES, AND MARINE
<br /> REQUIREMENTS.. PILES AND SHALL BEAR A TREATMENT IDENTIFICATION MARK BY THE
<br /> a THESE NOTES CONTAIN GENERAL INFORMATION AND ARE NOT COMPLETE POSTS & TIMBERS5"x5" AND LARGER HEM-FIR N0. 2 675 500 CERTIFYING AGENCY. [ THE SELECTED PRESERVATIVE-TREATMENT SHALL
<br /> FOR CONSTRUCTION PURPOSES. CONTRACTOR SHALL VERIFY CONFORM TO THE BEST MANAGEMENT PRACTICES' OF THE WWPI. ] ALL
<br /> NFORMATION GIVEN HERE WITH SPECIFICATIONS AND OTHER DOCUMENTS MEMBER SPACING LUMBER IN CONTACT WITH CMU, CONCRETE, GROUND SURFACES, OR
<br /> WOOD STRUCTURAL PANELS
<br /> AND BRING ANY CONFLICTS TO THE ATTENTION OF THE ENGINEER. EXPOSED TO THE WEATHER SHALL BE PRESERVATIVE-TREATED.
<br /> ALL FRAMING MEMBERS SHALL BE EQUALLY SPACED BETWEEN GRID
<br /> N LINES, COLUMNS, AND DIMENSIONED FRAMING UNLESS NOTED WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF PRESERVATIVE TREATMENT SHALL NOT REDUCE ALLOWABLE DESIGN
<br /> OTHERWISE. THE LATEST EDITION OF DOC PS 1 OR DOC PS 2. SHEATHING SHALL BE STRESSES.
<br /> c SUBMITTALS AS FOLLOWS:
<br /> SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO ANY
<br /> FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INSPECTION CUT AND DRILLED HOLES MADE IN THE FIELD SHALL BE TREATED WITH
<br /> o ROOF SHEATHING
<br /> z o INCLUDING THE FOLLOWING: SAWN LUMBER, ROOF SHEATHING, WALL SPECIAL INSPECTION PER IBC CHAPTER 17 SHALL BE PERFORMED BY 3/8 CATEGORY APA STRUCTURAL 1 RATED SHEATHING, EXTERIOR COPPER NAPHTHENATE BASED SOLUTION IN ACCORDANCE WITH AWPA
<br /> SHEATHING, CONCRETE ANCHORS. AN APPROVED TESTING AGENCY AS INDICATED IN THE STATEMENT OF STANDARD M4. THE PRESERVATIVES CONCENTRATION SHALL CONTAIN
<br /> - SPECIAL INSPECTIONS AND TESTING. SHEAR WALL SHEATHING NO LESS THAN 2% COPPER METAL. FIELD TREATMENT SHALL BE BY
<br /> IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE 15/32 CATEGORY APA STRUCTURAL 1 RATED SHEATHING, EXTERIOR BRUSHING, DIPPING, OR SOAKING AND SHALL BE DONE IN SUCH A
<br /> m i STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE MANNER THAT THE PRESERVATIVES DO NOT DRIP OR SPILL ON THE
<br /> OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO GROUND OR IN THE WATER.
<br /> IS RESPONSIBLE FOR THE DESIGN.
<br /> N�
<br /> m DEFERRED SUBMITTALS
<br /> m� PER IBC SECTION 107.3.4.1, DRAWINGS AND CALCULATIONS FOR THE
<br /> DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS
<br /> o SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE
<br /> o REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE
<br /> y DESIGN AND SHALL BE SUBMITTED TO THE ENGINEER AND THE BUILDING
<br /> DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. DEFERRED
<br /> SUBMITTALS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:
<br /> E a PREMANUFACTURED WOOD TRUSSES AND JOISTS
<br /> IF SHEET IS LESS THAN 22x34
<br /> REDUCE SCALE ACCORDINGLY
<br /> PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. N0. A W I � o�R E.� N. WATSON AS SHOWN S61 �1
<br /> N Port o,f 5Gg4�T ie DESIGNED BY: DATE: _I
<br /> "' r�� DRAWN BY:
<br /> o /11/2023 CENTRAL MARINA FUEL DOCK CIP NO.
<br /> EMETT 2-°-073-G1
<br /> a i 16015th Avenue,Suite 1300 s�se T. LEMONS S. KUEBLER PROJECT
<br /> P.O. BOX 538 csa�`� STRUCTURAL BUILDING NOTES NO. MR—CM-2023-01
<br /> o EVERETT, WA 98206 Seattle,Washington 98101 ® 04/11/2023 SS ISSUED FOR PERMIT REVIEWl'oEA6 APPROVED BY: W
<br /> (a25) 259-316a (206)382-0600 Fax(206)382-0500 ���
<br /> / PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 43 OF /1
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