7400 HARDESON RD 2021 SUNBELT RENTALS Plans 2025-03-19

• 3I rlk architecture I design SPECIAL INSPECTION SCHEDULE 1,2 LEGEND OF SYMBOLS AND ABBREVIATIONS 265 Winslow Way East ESTABLISHED PER 2018 IBC SECTION 110 AND CHAPTER 17 AB = ANCHOR BOLT FOOTING MARK Suite 202D • ABV = ABOVE TOP OF FOOTING ELEV. ITEM CONTINUOUS' PERIODIC. REFERENCE COMMENTS ARCH = ARCHITECT BLW = BELOW SECTION MARK Bainbridge Island BN = BOUNDARY NAILING Pl. SPECIAL INSPECTION IS NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND BRB = BUCKLING RESTRAINED BRACE SHEET NUMBER Washington 98110 APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION,PROVIDED THE FABRICATOR COMPLIES WITH IBC. BRBF = BUCKLING RESTRAINED BRACE FRAME TOP OF FOUNDATION WALL OR PREFAB CONSTRUCTION(IBC 1704.2) REFERENCE NOTES P1&P2 P2. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN THE CONSTRUCTION TOOK CJP = COMPLETE JOINT PENETRATION O PLACE ON SITE.SPECIAL INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES CL = CENTERLINE COLUMN PIER ELEV. telephone THE CONSTRUCTION ANO FURNISHES EVIDENCE OF COMPLIANCE.(SEE NOTE 2). CMU = CONCRETE MASONRY UNIT COL = COLUMN S S—FOOTING STEP 206 842 1253 CONCRETE CONSTRUCTION(IBC 1705.3) SEE IBC TABLE 1705.3-REF.NOTE Cl Cl. SPECIAL INSPECTION IS NOT REQUIRED FOR CONC.ISOLATED SPREAD FOOTINGS,CONTINUOUS FOOTINGS,NON-STRUCTURAL CONC = CONCRETE li REINFORCING STEEL PLACEMENT • SLABS,FOUNDATION WALLS,PATIOS,DRIVEWAYS,AND SIDEWALKS PROVIDED THE REQUIREMENTS OF IBC 1705.3 ARE MET. CP = CONCRETE PIER 1..{ .CI--I DEPRESS FDNJWALL AND POUR C2. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELDABILITY OF REINFORCING STEEL RESISTING DC = DEMAND CRITICAL SLAB OVER AT CONCRETE e-mail WELDING OF REINFORCING STEEL • • REFERENCE NOTE C2 FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES,BOUNDARY ELEMENTS OF SPECIAL DIA/0 = DIAMETER FLOOR WALL FOUNDATION EMBEDDED BOLTS&PLATES • REINFORCED CONCRETE SHEAR WALLS,AND SHEAR REINFORCEMENT.PERIODIC SPECIAL INSPECTION IS ALLOWED FOR DBA = DEFORMED BAR ANCHOR WELDING OF OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUS SPECIAL INSPECTION REQUIREMENTS DBE = DECK BEARING ELEVATION I 1.��' I CONCRETE BEAM frank@3rkarchitecture.com VERIFYING REQUIRED DESIGN MIX • NOTED ABOVE. ELEV = ELEVATION C3. PERFORM AIR,SLUMP AND TEMP.TESTS WHEN CONCRETE SAMPLES ARE CAST. EN = EDGE NAILING CONCRETE PLACEMENT/SAMPLING • REFERENCE NOTE C3 0 ELEVATION C4. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR VERIFICATION OF IN-SIN CONCRETE STRENGTH FOR POST-TENSIONED EOD = EDGE OF DECK CURING TEMPERATURE/TECHNIQUES • CO. CONCRETE EPDXY DPRIOR TO TENSIONING TENDONS OR EXPANS ON ANCHORS INTO MASONRY OROCO CONCVING RETE MAY BE USED ONLY WHEN APPROVED BY ARCHITECT.AND/OR FTG = FOOTINGRING OR FORMS. FDN = TION —L— FRAMING ANGLE SEE TYPICAL DETAIL ,StV l4 tii4L�V VERIFICATION OF IN-SITU STRENGTH • REFERENCE NOTE C4 ENGINEER USING AN APPROVED PRODUCT WITH CURRENT PUBLISHED ICC RESEARCH REPORT NUMBERS.COORDINATE FFE = FINISHED FLOOR ELEVATION Q 4(''' -- tie. CONTINUOUS/PERIODIC SPECIAL INSPECTION REQUIREMENTS WITH ICC REPORT. GB = CONCRETE GRADE BEAM —C— FRAMING CHANNEL SEE TYPICAL ,� HSA = HEADED STUD ANCHOR DETAIL c1 SOILS(IBC 1705.6) REFERENCE NOTE FT F1. SPECIAL INSPECTION OF SOILS SHALL REFERENCE THE APPROVED SOILS REPORT TO DETERMINE COMPLIANCE. JBE = JOIST BEARING ELEVATION o- 'f^_;:2 a VERIFY ADEQUATE MATERIALS BELOW FOOTINGS • REFERENCE NOTE F1 F2. WHERE SOILS REPORT IS NOT PROVIDED SPECIAL INSPECTIONS ARE REQUIRED TO VERIFY THAT THE IN-PLACE DRY DENSITY OF KB = KICKER BRACE O ITEMS,DETAILS,&SYSTEMS WHICH a2 asliu�sghw,Y+ THE COMPACTED FILL IS NOT LESS THAN 90 PERCENT OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT MAX = MAXIMUM L ARE PART OF THE LATERAL FORCE Or-2i„u. Y EXCAVATIONS EXTEND TO PROPER DEPTH AND DETERMINED IN ACCORDANCE WITH ASTM 01557. MB = MASONRY BEAM RESISTING SYSTEM. b;5p .y(111*,4+ REACH PROPER MATERIAL MC REFERENCE NOTE F2 MC = MASONRY COLUMN 'ei;"sy M+24,42 • MECH = MECHANICAL ___40___ MOMENT RESISTING CONNECTIONS- CLASSIFY&TEST CONTROLLED FILL MATERIALS • REFERENCE NOTE F2 MEZZ = MEZZANINE SEE DETAIL CONSULTANTS: PERFORM MATERIALS,DENSITIES,AND LIFT MIN = MINIMUM THICKNESSES DURING PLACEMENT AND • REFERENCE NOTE Fl MJ = MASONRY JAMB _O MOMENT RESISTING CANTILEVER COMPACTION OF CONTROLLED FILL. MW = MASONRY WALL v CONNECTIONS-SEE DETAIL PROPERLY PREPARED SITE AND SUB-GRADE PRIOR NS,FS _ NEAR SIDE,FAR SIDE KB ,i0 TO FILL. • REFERENCE NOTE F1 OAE = OR APPROVED EQUAL KICKER BRACE 01 low, OPPOPPOSITE PAF = POWDER ACTUATED FASTENER GENERAL SPECIAL INSPECTION NOTES: PL = PLATE 1. THE ITEMS MARKED WITH A"•"IN THE SPECIAL INSPECTION SCHEDULE SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BYA CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY.FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REINF = REINFORCING ,, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION,THE PROJECT SPECIFICATIONS,AND THE SPECIFIC GENERAL NOTES SECTIONS.THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, REQ'D = REQUIRED ENGINEERS ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL.ANY ITEMS WHICH FAIL TO COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION.IF DISCREPANCIES ARE NOT SIM = SIMILAR CORRECTED,THEY SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL,ARCHITECT,AND ENGINEER PRIOR TO COMPLETION OF THAT PHASE OF WORK SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. SSH = STEEL STUD HEADER 2. ANY CONSTRUCTION OR MATERIAL THAT HAS FAILED INSPECTION SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT. SSJ = STEEL STUD JAMB 3. CONTINUOUS SPECIAL INSPECTION MEANS THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED.PERIODIC SPECIAL INSPECTION MEANS THE SSS = STEEL STUD SILL PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.(IBC SECTION 1702) SSW = STEEL STUD WALL TOB = TOP OF BEAM ELEVATION TOC = TOP OF CONCRETE SLAB TOF = TOP OF FOOTING M TOG = TOP OF GIRDER ELEVATION W TOM = TOP OF MASONRY TOS = TOP OF STEEL ELEVATION TYP = TYPICAL T UNO = UNLESS NOTED OTHERWISE y 0 a FOOTING SCHEDULE STANDARD HOOK&BEND SCHEDULE `J\Q id MARK WIDTH LENGTH THICK LENGTHWISE REINF. CROSSWISE REINF. REMARKS DETAILING & NO. SIZE NO. SIZE SPA. DIMENSIONS DETAILING I DETAILING FC3 3'-0" COAT. ::i (3) DIMENSIONS DIMENSIONSOOKA F3 3,0" 3,0" (3) #5 (3) #5 — J D A . 180° U 6db OR 21/2'MIN. D 135° FROM POINT OF Q D=fide FOR#3 THROUGH#8 TANGENCY 3•CLEAR EQ. EQ. EQ. 3"CLEAR 3"CLEAR EQ. EQ. EQ. 3"CLEAR Ode OR2112'MIN. D=8d,, FOR#9 THROUGH#11 C=FOR BARS IN CMU: Cr • 2"CLEAR1 ' ' �` #6 AND LARGER,PROVIDE 12de �� D=4de FOR#3 THROUGH#5 0 O �� D=Ede FOR#3 THROUGH#8 FROM POINT OF TANGENCY D=fide FOR#6 THROUGH#8 D=Bde FOR#9 THROUGH#11 F6 O SMALLER,PROVIDE title D=8de FOR#9 THROUGH#11 Et Z 00 . • FROMM POINT OF TANGENCY 3•CLEAR -°, 3"CLEAR (21/2"MINIMUM) 0 (31 NOTE:de=BAR DIAMETER N TYPICAL FOOTING REINFORCING DIMENSION OF STANDARD 180° DIMENSION OF STANDARD LU TYP.FOOTING SECTION TYP.FOOTING SECTION BAR SIZE HOOKS,ALL GRADES 90°HOOKS,ALL GRADES Q W/TOP&BOTTOM REINF. A I J A W #3 5" 3' 6" W Q 1 8 #5 6" 4" B" Z LU #5 7" 5' 10' wN O CC #6 8" 6" 1'-0' #8 11" 8" 1'-4" Cl) ^ w #9 1'-3" 113/4" 1'-7" 2 #10 1'-5" 1,1 1/4" 1,10" RI #11 1"-7" 1'-23/4• r-o" SCHEDULES m 1 3 SCALE: 3 CONSTRUCTION SET 8 ISSUE DATE:6.1.21 REVISIONS: w CITE' OF EVERETT 40 S REVIEWED FOR PERMIT 9 S SO.2 ii