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9 <br /> GENERAL NOTE ABBREVIATIONS <br /> REMODEL ARCH. ARCHITECT <br /> THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE-ASTM'S NOTED ARE TO BE LATEST BAL. BALANCE <br /> EDITION. B.OR BOT. BOTTOM Z <br /> BTWN. BETWEEN <br /> 1.DESCRIPTION BLDG. BUILDING O <br /> Building Name&Site Location View-Spec Office Space T.I.-Everett,WA BRG. BEARING 2018 IBC COLD-FORMED (STEEL LIGHT GAGE CONSTRUCTION) N 0 <br /> C.I.P. CAST IN PLACE _ ¢ <br /> 2.DESIGN CODE AND STANDARDS C.J. CONSTRUCTION JOINT 0 i <br /> Applicable Code(Edition/Name)-2018 International Building Code(IBC) CL CENTERLINE REFRENCED <br /> Other documents referenced by these notes shall be the specific edition referenced by the CLR. CLEAR TYPE CONTINUOUS PERIODIC — w cOi <br /> CMU CONCRETE MASONRY UNIT STANDARD <br /> building code specified above,or if not specified,shall be the latest edition. COL. COLUMN m <br /> 1.MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK: < W O <br /> CONC. CONCRETE ~ rc °w <br /> 3.DESIGN LOADS C.S.J. CLOSURE STRIP JOINT <br /> a.Ceiling Live Load 200 lb.point load ' a <br /> b.Seismic Risk Category II EA. EACH a. IDENTIFICATION MARKINGS 70 CONFORM 70 ASTM STANDARDS X APPLICABLE ASTM a c- N <br /> Ss=C.373,Si=0.488,le=1.0,Site Class"C"and E.E. EACH END SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. MATERIAL STANDARDS <br /> E EACH FACE <br /> S..=1.0,Sol=0.489. .F. <br /> Seismic Design Category="D" E.J. EXPANSION JOINT b.MANUFACTURER'S CERTIFIED TEST REPORTS. X <br /> Basic Seismic Force EL.OR ELEV. ELEVATION <br /> Resisting System Is)=Light-Frame Walls w/Gyp Panels. E.N.W.OR ENW ENGINEERS NORTHWEST 2.INSPECTION OF WELDING: <br /> C$.38,R=2.Equivalent lateral force procedure was used. EQ. EQUAL <br /> E.S. EACH SIDE C�' o <br /> c.Load Combinations All Code required load combinations are to be used in the building E.W. EACH WAY a.COLD-FORMED STEEL DECK: <br /> design. F.O.C. FACE OF CONCRETE ----- X AWS D1.3 °c a <br /> F.O.S. FACE OF STUD 1.)FLOOR AND ROOF DECK WELDS. <br /> OSHA STANDARDS F.O.W. FACE OF WALL c v <br /> THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT FTG. FOOTING b.SCREW SIZE&SPACING,BOLTING ANCHORING AND OTHER <br /> OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS GA. GAGE FASTENING OF ELEMENTS OF THE SEISMIC FOR RESISTING X IBC 1705.12.3 <br /> FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL GALV. HOT DIP GALVANIZED SYSTEMS INCLUDING DIAPHRAM,SHEARWALLS,BRACES, <br /> CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY G..B. GYPSUM WALL BOARD COLLECTORS(DRAG STRUTS)AND HOLD DOWNS. o'L 'rye <br /> NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO H.OR HORIZ. HORIZONTAL <br /> CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND I.B.C. INTERNATIONAL BUILDING CODE <br /> METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. I.C.C. INTERNATIONAL CODE COUNCIL EE <br /> IN c�2 <br /> INSIDEFACE ' f�8 CONCRETE ANCHORS(BOLTS,THREADED RODS AND REBAR DOWELS) INC. INCLUDING 2018 IBC TABLE 1705.3 <br /> K KIP(1000 POUNDS) dj <br /> DRILLED IN EXPANSION ANCHORS: L.W. LONG WAY <br /> ADHESIVEAANCHORSR-STUD+^SD2PERESR-2502 N.F.S METAL BLDG NEA FACE SUPPLIER REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <br /> DEWALT'AC200+"ACRYLIC ADHESIVE PER ESR4027 N.T.S. NOT TO SCALE J <br /> ESR-2818 AND DEWALT"PURE 110+"PER ESR-3298 oc ON CENTER TYPE CONTINUOUS PERIODIC REFRENCED IBC <br /> SCREW ANCHORS: O.F. OUTSIDE FACE SPECIAL SPECIAL <br /> DEWALT"SCREW-BOLT+"PER ESR3889 O.S. OUTSIDE INSPECTIONS INSPECTIONS STANDARD- REFRENCE F lW (L <br /> ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF O.T.O. OUT TO OUT <br /> INSTALLATION PER ACI 318-14 SECTION 17.1.2 INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR PC PLATE 4.INSPECT ANCHORS POST INSTALLED IN F Z C 3 <br /> UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY CERTIFIED REINF. REINFORCING HARDENED CONCRETE MEMBERS.b <br /> REM. REMAINDER W N m <br /> PERSONNEL IN CONFORMANCE TO ACI 318-14 SECTION 17.8.2.2 e.ADHESIVE ANCHORS INSTALLED IN <br /> R.O. ROUGH OPENING HORIZONTALLY OR UPWARDLY INCLINED X __ ACI 318:17.8.2.4 4) <br /> FOLLOW INSTALLATION PROCEDURES OF ESR REPORT AND MANUFACTURER'S INSTRUCTIONS. SECT. SECTIONS ORIENTATIONS TO RESIST SUSTAINED � 8 <br /> PROVIDE SPECIAL INSPECTION AS NOTED AND/OR REQUIRED BY ESR REPORT.SUBSTITUTIONS Sim. SIMILAR ,- <br /> ARE NOT ALLOWED UNLESS WRITTEN APPROVAL BY ENW IS RECEIVED.SUBSTITUTIONS MUST BE S.J SHRINKAGE JOINT TENSION LOADS. <br /> SUBMITTED TO ENW FOR REVIEW PRIOR TO CONSTRUCTION.PROVIDE STAINLESS STEEL OR STL. STEEL b.MECHANICAL ANCHORS AND ADHESIVE __ Z in $ <br /> GALVANIZED ANCHORS FOR EXTERIOR APPLICATIONS AS REQUIRED.ANCHORS RATED FOR DRY SW SHEARWALL ANCHORS NOT DEFINED IN 4.a. X ACI 318:17.8.2 ui <br /> INTERIOR CONDITIONS MAY NOT BE USED FOR EXTERIOR APPLICATIONS PER ESR REPORT. SYMM. SYMMETRICAL ` m <br /> AB <br /> T. TOP ACI 318:CH.19 <br /> T.B. TOP OF BEAM 5.VERIFY USE OF REQUIRED DESIGN MIX. _--- X 26.4.3,26.4.4 1908.2,1908.3 C c^ <br /> STRUCTURAL STEEL AND MISCELLANEOUS STEEL T..F. TOP OF FOOTING <br /> ALL WORK IN ACCORDANCE WITH"AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND C <br /> T..S. TOP OF STEEL a.WHERE APPLICABLE,SEE ALSO SECTIONS 1705.12 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. C <br /> ERECTION OF STRUCTURAL STEEL FOR BUILDINGS",AND THE"CODE OF STANDARD PRACTICE". TOP OF SLAB W m a <br /> STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: T..W. TOP OF WALL b.SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL A INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED O ID APPROVED SOURCE <br /> WIDE FLANGE SHAPES ASTM A-992 (Fy=50,000 PSI) TYP, TYPICAL AT ALL SIMILAR PLACES IN ACCORDANCE WITH 17.8.2 IN ACI 318,OR OTHER QUALIFICATION PROCEDURES.WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED,SPECIAL <br /> OTHER SHAPES AND PLATES ASTM A-36 (Fy=36,000 PSI) U.N.O. UNLESS NOTED OTHERWISE INSPECTIONS REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL <br /> TUBE COLUMNS ASTM A-500,GRADE B (Fy=46,000 PSI) V.E.F. VERTICAL EACH FACE PRIOR TO THE COMMENCEMENT OT THE WORK. <br /> WELDHEAD STUDS ASTM A-108 (Fy=55,000 PSI) VERT. VERTICAL co <br /> ALL-THREAD ASTM F1554,GRADE 36 (Fy=36,000 PSI) V.F.F. VERTICAL FAR FACE ON <br /> H GHS STRENGTH <br /> ASTM A-325 VFY VERIFY 2018 IBC WOOD CONSTRUCTION � C00 <br /> , <br /> HIGH STRENGTH BOLTS ASTM A-325N(U.N.O.) V.I.F. VERTICAL INSIDE FACE <br /> ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A-325 V.N.F. VERTICAL NEAR FACE <br /> TYPE N CONNECTIONS-BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE.CONNECTIONS V.N.F. VERTICAL OUTSIDE FACE tL w a <br /> ARE NON-SLIP CRITICAL AND BOLTS NEED TO BE TIGHTENED"SNUG TIGHT ONLY EXCEPT AT W.A.B.O. WASHINGTON ASSOC.OF BUILDING OFFICIALS SPECIAL INSPECTION OF WOOD CONSTRUCTION Lf 12 <br /> FRAMES. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A-325 BOLTS IN W/ WITH 1-- 12 <br /> Z <br /> ACCORDANCE WITH"SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS" wlo WITH OUT zLLJ Q 0) <br /> (12/31/09). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL W.H.S. WELD HEAD STUD VERIFICATION&INSPECTION TASK FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA C <br /> WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION". AT < (n > <br /> WELDS NOT SPECIFIED SHALL BE 114",CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED CONTINUOUS PERIODIC IBC W } W <br /> WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL-ARC WELDING OR DURING TASK DURING TASK SECTION > L.L_I <br /> 'o EQUAL ELECTRODES. WELDHEAD STUDS(VIES)ARE TO BE MACHINE WELDED WITH PROPER <br /> EQUIPMENT.SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. O U <br /> N <br /> n 1.PREFABRICATED WOOD STRUCTURAL ELEMENTS ._-- X 1704.2.5 <br /> LIGHT GAGE STEEL FRAMING AND DECKING SHALL BE IN ACCORDANCE WITH SECTION 1704.2.5 1705.5 <br /> E STUDS AND TRACKS CONFORM WITH ASTM C 955.MATERIAL CONFORM WITH ASTM A 653,GRADE 2.HIGH LOAD DIAPHRAGMS DESIGNED IN ACCORDANCE WITH < LL_ N ` <br /> O / <br /> 33 FOR 18 GAGE AND LIGHTER,GRADE 50 FOR 16 GAGE AND HEAVIER.GALVANIZED PER G60. SECTION 2308.2 TABLE 2306.2(2),THE INSPECTOR SHALL VERIFY: — U <br /> n SIZES AS NOTED ON DRAWINGS. �— <br /> N a.WOOD STRUCTURAL SHEATHING TO VERIFY z / N <br /> SPECIAL INSPECTIONS THE GRADE AND THICKNESS SHOWN ON APPROVED X 1705.5.1 \J Co <br /> INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT BUILDING DRAWINGS. LU <br /> N TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT.AND THE b.THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING W O N <br /> alo ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL PANEL EDGES,NAIL OR STAPLE LENGTH,NUMBER OF --- X 1705.5.1 F— V) m J <br /> N BUILDING DEPARTMENT.SEE SPECIAL INSPECTION TABLES. FASTENER LINES,AND SPACING OF FASTENERS IN EACH LINE <br /> I AND AT EDGE MARGING AGREES WITH APPROVED BUILDING <br /> SHOP DRAWINGS DRAWINGS ILIl Q <br /> 3 SUBMIT 4 SETS OF PRINTS(U.N.O.BY ARCHITECT)OR ELECTRONIC PDF FILES,OF SHOP DRAWINGS co W N <br /> TOENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED&STAMPED FOR COMPLIANCE LLJ LL <br /> AND PRIOR TO FABRICATION FOR: LIGHT GAGE STEEL.WHEN SHOP DRAWING SUPPLIER MAKES A J r N <br /> o CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED.CHANGES NOT <br /> "I CI FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING — m <br /> a COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM ❑ <br /> c�v CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE <br /> WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION."SHOP DRAWINGS ARE N <br /> 0 0 <br /> � AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP U rn <br /> m DRAWINGS...". U) uJ N N <br /> z SPECIAL CONDITIONS — Z rrfn <br /> c O <br /> CONTRACTORSHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE <br /> uJ m <br /> SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR <br /> C SHALL NOTIFY-ENGINEER OFALL FIELDCHANGES PRIORTO INSTALLATION. _ <br /> I AREA Uj <br /> z W <br /> I I z W wN <br /> g � �- <br /> AREA <br /> J J <br /> U W N <br /> _ W <br /> J <br /> y I I Cl) I En <br /> Y I z W o <br /> cc <br /> U L3W <br /> M (n 1z <br /> Z J <br /> Q ❑ <br /> NLt- O � Qm <br /> Z <br /> N J <br /> w sheet <br /> KEY PLAN Q <br /> N SO. 1 <br /> N N.T.S. �z <br /> r1 <br /> J <br />