|
1.9 GENERAL AND TYPICAL DETAILS ANCHORAGE 8.8 FASTENERS AND TREATED LUMBER
<br /> CRITERIA DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT SPECIFICALLY 6.1 EXPANSION BOLTS FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE TO COMPLY
<br /> 1.1 BUILDING CODE INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, EXPANSION BOLTS INTO CONCRETE SHALL BE SIMPSON'STRONG-BOLT T WEDGE ANCHORS AND INSTALLED IN STRICT WITH THE WOOD TREATMENT PROCESS.
<br /> 2021 INTERNATIONAL BUILDING CODE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE FOR OF RECORD.ALL TYPICAL NOTES AND DETAILS CONFORMANCE TO ICC-ES REPORT NUMBER ESR-1771,INCLUDING MINIMUM EMBEDMENT REQUIREMENTS.BOLTS INTO
<br /> SHOWN ON DRAWINGS SHALL APPLY,UNLESS NOTED OTHERWISE.TYPICAL DETAILS MAY NOT NECESSARILY BE INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%.WOOD MOISTURE CONTENT IN i►
<br /> INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS.WHERE TYPICAL DETAILS CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS.SPECIAL INSPECTION IS OTHER CONDITIONS(INTERIOR SET,EXTERIOR SET,AND EXTERIOR DRY)IS EXPECTED TO EXCEED CONNECTORS \
<br /> 1.2 LOADING AND SITE CONDITIONS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. AND THEIR FASTENERS SHALL BE THE SAME MATERIAL.COMPLY WITH THE TREATMENT MANUFACTURERS
<br /> RS \
<br /> ARE NOTED THE PLANS,THE SPECIFIED TYPICAL DETAIL SHALL BE USED.WHERE NO TYPICAL DETAIL IS NOTED,IT RECOMMENDATIONS FOR PROTECTION OF METAL.
<br /> VERTICAL LOADS SHALL BE THEE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED 6.2 EPDXY-GROUTED ITEMS
<br /> DEAD LOADS LIVE LOADS OR REQUEST ADDITIONAL INFORMATION.THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS EPDXY-GROUTED ITEMS(THREADED RODS OR REINFORCING BAR)SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED 8.9 TIMBER CONNECTORS
<br /> ROOFH(Heated) 15 PSF 25 PSF TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE FOR FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION USING SIMPSON'SET XP'HIGH STRENGTH EPDXY.INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO.ESR-2508. REFERENCED AND STANDARD TIMBER CONNECTORS SHALL BE STRONG-TIE TYPE BY SIMPSON AS SPECIFIED IN THEIR
<br /> AND FIELD USE. MIN BASE MATERIAL TEMPERATURE IS 50°F.SPECIAL INSPECTION OF INSTALLATION IS REQUIRED.RODS SHALL BE ASTM CATALOG NUMBER C-2021.EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED,PROVIDED THEY
<br /> ROOFO(Unheated) 15 PSF 25 PSF FLOOR 12 PSF ao PSF 1.10 FIELD CONSTRUCTED STRUCTURAL SYSTEMS A-36 GRADE STEEL U.N.O. HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.PROVIDE NUMBER AND SIZE OF FASTENERS AS
<br /> DECK 12 PSF 60 PSF ALL STRUCTURAL SYSTEMS,WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED,SHALL BE 6.3 CONCRETE SCREW ANCHORS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY.CONNECTORS SHALL BE INSTALLED IN
<br /> SUPERVISED BY THE SUPPLIER DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE,AND ERECTION IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
<br /> STORAGE 12 PSF 100 PSF ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. SCREW ANCHORS ATTACHING INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE ON HD'HEAVY
<br /> LATERAL LOADS DUTY SCREW ANCHOR,INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO.ESR-2713 713(CONCRETE),
<br /> E),NO.ESR- 8.10 FLUSH BEAM AND JOISTS
<br /> IBC SEISMIC DESIGN CRITERIA D 1.11 SHOP DRAWINGS 1056(CMU),INCLUDING MIN EMBEDMENT REQUIREMENTS.SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE ALL 2x JOISTS SHALL BE CONNECTED WITH'LUS'SERIES JOIST HANGERS.
<br /> SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND FOR FOR REVIEW PRIOR TO INTO FULLY GROUTED CELLS.SPECIAL INSPECTION IS REQUIRED. ALL I-JOISTS SHALL BE CONNECTED WITH'ITS'SERIES JOIST HANGERS. EJS ENGINEERING, PLLC
<br /> IRC SEISMIC DESIGN CRITERIA D2 ALL DOUBLE-JOIST BEAMS SHALL BE CONNECTED WITH'MIT'SERIES JOIST HANGER.
<br /> WIND SPEED,V 110 MPH FABRICATION:
<br /> -METAL DECKING STEEL 8.11 TWO MEMBER CONNECTION
<br /> EXPOSURE CATEGORY C -STRUCTURAL STEEL
<br /> SITE CONDITIONS 7.1 STRUCTURAL STEEL DESIGN,FABRICATION,AND ERECTION CONNECTOR STRAPS USED TO CONNECT TWO MEMBERS,PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. pp
<br /> SOIL BEARING CAPACITY 1500 PSF CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8'=V-0"SCALE INDICATING LOCATIONS OF SHALL BE BASED ON: EIS I C J. ONI EZA K, 1 p
<br /> .E.
<br /> CONNECTION EMBEDMENT AND CALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION.CONTRACTOR SHALL A.AISC 360 AND SECTION 2205 OF THE IBC. 8.12 SHIMS
<br /> LATERAL BEARING CAPACITY 230 PSF/FT COORDINATE WALL ELEVATION DRAWINGS WITH REINFORCEMENT SHOP DRAWINGS. B.MAY 9,2022,AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AMENDED AS FOLLOWS: ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE(MIN)AS MEMBERS CONNECTED. 153 MOUNTAIN VIEW OKIVE
<br /> GROUND SNOW LOAD 30 PSF THE APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. I.AS NOTED IN THE CONTRACT DOCUMENTS.
<br /> FROSTDEPTH 18INCHES C.SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325ORA490BOLTS. 8.13 FASTENING SCHEDULE PACKWOOD, WA 98301
<br /> 1.12 SHOP DRAWING REVIEW FASTENERS SIZES SHALL CONFORM TO FASTENERS LISTED IN ROW TWO OF IBC TABLE2304.10.2. 3EO550-05241 253405-2200
<br /> ID. INSIDE DIAMETER WIDE
<br /> STEEL ROLLED SHAPES
<br /> 1.3ABBREVIATIONS DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BV THE EOR,THEREFORE MUST BE VERIFIED BV THE GC.GC SHALL WIDE FLANGE SHAPES:SHALL CONFORM TO ASTM KSI. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTMA307.PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ericPe 5-en ineerin com
<br /> INCL. INCLUDED J J J•
<br /> @ AT INFO. INFORMATION REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY EOR.GC SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH OTHER ROLLED SHAPES INCLUDING PLATES:SHALL CONFORM TO ASTM A36,Fy=36 KSI. ALL BOLTS AND LUG BOLTS BEARING ON WOOD.INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NOS WITH A LEAD
<br /> & AND INSUL INSULATION SAFETY,MEANS,METHODS,TECHNIQUES,SEQUENCES,OPERATIONS OF CONSTRUCTION,AND PRECAUTIONS INCIDENTAL STEEL PIPES:SHALL CONFORM TO ASTM A-53,TYPE E OR S,GRADE B,Fy=35 KSI. BOREHOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER.LEAD HOLES ARE NOT REQUIRED FOR 3/8"DIAMETER AND
<br /> INT. INTERIOR THERETO. STRUCTURAL TUBING:SHALL CONFORM TO ASTM A500,GRADE B,Fy=42 KSI(ROUND),Fy=46 KSI(SQUARE AND SMALLER LAG SCREWS.
<br /> ABV. ABOVE INT.' INTERMEDIATE(`ENERGY CODE FRAMING) RECTANGULAR).
<br /> A.C. ASPHALTIC CONCRETE INF. INFRARED CONNECTION BOLTS:SHALL CONFORM TO ASTM A30T 8.14 NOTCHES AND HOLES IN WOOD FRAMING
<br /> ACI AMERICAN CONCRETE INSTITUTE QUALITY ASSURANCE
<br /> IRC INTERNATIONAL RESIDENTIAL CODE
<br /> NOTCHES I N THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. (�
<br /> AC LIST. ACOUSTICAL 7.3 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL '• 'S�
<br /> ADJ. ADDITIONAL 2.1 SPECIAL INSPECTIONS NOTCHES IN THE TOP LE BOTTOM OF SOLID SAWN JOISTS SHALL NOT EXCEED ONE-SIXTH DEPTH AND SHALL NOT BE
<br /> WI t'�ntyJ f
<br /> ADJ. ADJACENT KSI. KIPS PER SQUARE INCH. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND SECTIONS 17050E THE SHALL CONFORM TO SECTION 100E THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. LOCATED IN THE MIDDLE THIRD OF THE SPAN.HOLES BORED IN SOLID SAWN JOISTS AND RAFTERS SHALL NOT BE WITHIN
<br /> AVD. ADVANCED IBC BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT AND RETAINED BY THE BUILDING OWNER. 21NCHES OF THE TOP OR BOTTOM OF THE JOIST,AND THE DIAMETER OF AND SUCH HOLE SHALL NOT EXCEED ONE-THIRD
<br /> I/A AF&PA ANSF&PA SPECIAL DESIGN PROVISIONS FOR LAM. LAMINATE 7.4 EXPOSED STEEL `y
<br /> LB. POUND ARCHITECT,EOR,AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST THE DEPTH OF THE JOIST.
<br /> WIND AND SEISMIC RESULTS. ALL STEEL EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND SHALL BE CORROSION PROTECTED BY
<br /> LF. LINEAL FOOT
<br /> AFF. ABOVE FINISH FLOOR LVL. LAMINATED VENEER LUMBER GALVANIZATION OR PROVIDED WITH EXTERIOR PAINT SYSTEM,U.N.O. NOTCHES IN EXTERIOR WALLS AND BEARING PARTITIONS:GREATER
<br /> WOOD STUD IS PERMITTED TO BE CUT T NOTCHED TO I
<br /> AGE. AGGREGATE 2.2 PERIODIC INSPECTION DEPTH NOT EXCEEDING 25%OF ITS WIDTH.A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS A
<br /> ALT. ALTERNATE 7.5 SHOP PRIME PERMITTED TO BE BORED IN ANY WOOD STUD.IN NO CASE SHALL THE EDGE OF THE BORED HOLE 8E NEARER THAN 5/8 'F '1T4'1 ,(
<br /> MAX. MAXIMUM INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL O R V �"
<br /> ARCH. ARCHITECTURAL MECH. MECHANICAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. ALL STEEL SHALL RECEIVE SHOP PRIME EXCEPT: INCH TO THE EDGE OF THE STUD.BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR ��S %ItiTt91t' ��
<br /> AS AMERICAN SOCIETY OF CIVIL ENGINEERS MFR. MANUFACTURER STEEL ENCASED IN CONCRETE. NOTCH. S/O:VAI
<br /> AVG. AVERAGE MH. MANHOLE 2.3 CONTINUOUS INSPECTION SURFACES TO BE WELDED. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB JOISTS SHALL BE PER THE
<br /> MIN. MINIMUM THE INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS CONTACT SURFACES AT HIGH-STRENGTH BOLTS.
<br /> BCI BO ENGINEERED WOOD PRODUCTS MEMBERS TO BE GALVANIZED. MANUFACTURERS RECOMMENDATIONS U.N.O.
<br /> BF. BOTTHH FACES MISC.
<br /> M IS CELLANEOUS PERFORMED.
<br /> METAL MEMBERS WHICH WILL BECONCEALED BY INTERIOR FINISHES.
<br /> S
<br /> BLDG. BUILDING SURFACES TO RECEIVE SPRAYED FIREPROOFING. 8.1$WOOD FRAMING NOTES
<br /> BLK. BLOCK (N) NEW GEOTECHNICAL SURFACES TO RECEIVE OTHER SPECIAL SHOP PRIMERS. THE FOLLOWING APPLY U.N.O.ON THE PLANS
<br /> BLK'G. BLOCKING NDS NATIONAL DESIGN SPECIFICATION-TIMBER
<br /> BLW. BELOW NIC. NOT IN CONTRACT 3.1 FOUNDATION NOTES 7.6 STRUCTURAL BOLTS MINIMUM STANDARD OF WOOD DETAILS
<br /> BTM. BOTTOM FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS(OR IN DETAILS)ARE A MINIMUM AND FOR GUIDANCE ONLY;THE WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC,
<br /> BTR. BETTER N/A NOT APPLICABLE ACTUAL ELEVATIONS OF FOOTINGS MUST 8E ESTABLISHED BY THE CONTRACTOR IN THE FIELD. ALL A-325N CONNECTION BOLTS NEED ONLY 8E TIGHTENED TO A SNUG TIGHT CONDITION,DEFINED AS THE TIGHTNESS THE AITC,AND THE AF&PA.MINIMUM NAILING,UNLESS OTHERWISE NOTED,SHALL CONFORM TO IBC TABLE 2304.10.2.
<br /> BTWN. BETWEEN NTS. NOT TO SCALE BACKFILL BEHIND ALL RESTRAINED/RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE SUBSURFACE THAT T WREISTSNCH
<br /> CH OR THELL FULLIESL
<br /> N FORT F A IIRONWON FIRM IRONWORKER
<br /> USING A ORDINAY BEARY
<br /> ATTAINED SPUD
<br /> WRENCHY A .
<br /> IMPACTS OF AN COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS.
<br /> BW. BOTH WAYS O/ OVER DRAINAGE. IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH.
<br /> FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH AT A MIN.OF THE FROST DEPTH BELOW LOWEST ADJACENT STANDARD WALL FRAMING
<br /> O.C. ON CENTER 7.7 EMBEDDED ANCHORS REFERENCE ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS.ALL STUDS SHALL BE SPACED AT 16"O.C.U.N.O.
<br /> CF. CUBIC FEET O.D. OUTSIDE DIAMETER FINISHED GRADE.PRESUMPTIVE LOAD-BEARING VALUE OF PSF PER IBC TABLE 1808.2 SHALL 8E USED UNLESS A
<br /> CVN CHARPV V-NOTCH(CVN)TEST OH. OVERHEAD GEOTECHNICAL INVESTIGATION IS PERFORMED PER IBC SECTION
<br /> N 1803. ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH AN ONE KING STUD SHALL BE PROVIDED AT EACH SIDE OF ALL OPENINGS AND AT BEAM OR HEADER BEARING LOCATIONS
<br /> CLG. CEILING OPP. OPPOSITE ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. U.N.O.JACK STUDS SHALL BE PROVIDED AT EACH SIDE OF ALL OPENINGS.U.N.O.ONE JACK STUD PER SIDE AT OPENINGS
<br /> C. CONTROL JOINT OSB ORIENTED STRAND BOARD WHEN A GEOTECHNICAL INVESTIGATION IS PRESENT OR REQUIRED BYTHE GOVERNING JURISDICTION ALL LESS THAN 6'-0",TWO JACK STUDS FOR OPENINGS LESS THAN 8'-0',THREE JACK STUDS FOR OPENINGS LESS THAN 16'-0".
<br /> CUR. CLEAR RECOMMENDATIONS GIVEN IN THE REPORT OR DIRECTED BY THE GEOTECHNICAL ENGINEER SHALL BE FOLLOWED, 7.8 WELDING
<br /> CMU CONCRETE MASONRY UNIT PERE PERFORATED INCLUDING BUT NOT LIMITED TO FOUNDATION TYPE,DESIGN CRITERIA,AND SUBGRADE PREPARATION-INCLUDING ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO DOUBLE(2)2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS U.N.O.
<br /> COL. COLUMN PLYWD. PLYWOOD DRAINAGE,EXCAVATION,COMPACTION,AND FILLING REQUIREMENTS. CERTIFIED WELDERS USING E70XX ELECTRODES.ONLY PREQUALIFIED WELDS(AS DEFINED BY AWS)SHALL BE USED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW.
<br /> COMP. COMPOSITION PSF. POUNDS PER SQUARE FOOT 3.2 EMBEDDED POLE FOUNDATIONS ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN
<br /> CONC. CONCRETE PSI. POUNDS PER SQUARE INCH POST FOUNDATIONS ARE LISTED PER PLANS AS SQUARE OR ROUND.REGARDLESS OF SHAPE ON PLANS,SQUARE OR TOUGHNESS OF 20 FT-LBS.AT-20°F AND 40 FT-LBS.AT 70°F,DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10'-0"IN HEIGHT.
<br /> CONN. CONNECTION CERTIFICATION. �J
<br /> CONT. CONTINUOUS PT. PRESSURE TREATED ROUND HOLES ARE ADEQUATE WITH THE CRITICAL DIMENSION AS THE DIAMETER(ROUND)OR DIAGONAL DISTANCE ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE.END NAIL TOP PLATE TO EACH STUD WITH
<br /> PUE. PUBLIC UTILITY EASEMENT EXCAVATION AUGER DRILLING.TYPICAL TOLERANCE FOR HOLE SIZE AND GEOMETRY IS UP TO 50%INCREASE IN SIZE Q
<br /> CONTR. CONTRACTOR P PAVEMENT (SQUARE)HOLES.HOLE PREPARATION FOR EMBEDDED POLE FOUNDATION CAN BE ACCOMPLISHED BY EITHER 7.9 METAL FLOOR AND ROOF DECKING (2)TWO 16d NAILS,AND END NAIL EACH STUD TO BOTTOM PLATE WITH(2)TWO 16d NAILS.FACE NAIL DOUBLE TOP PLATE
<br /> UE. O
<br /> DBL. DOUBLE OR OUT OF SQUARE AND WALLS BATTER UP TO 15°FROM VERTICAL.PUNCH PAD SHALL BE PER PLAN AT THE BASE OF SHALL CONFORM TO SECTION 2210.1 OF THE IBC.PROVIDE SIZE,TYPE,GAUGE,AND ATTACHMENT TO THE SUPPORTING WITH 16d @ IT O.C.AND LAP A MIN OF 4'-0'AT JOINTS AND PROVIDE(8)EIGHT 16d NAILS @ 6"O.C.EACH SIDE OF JOINT.
<br /> DET. DETAIL RAD. RADIUS THE HOLE.THE BACKFILLING OF HOLES SHALL BE ACCOMPLISHED WITH EITHER UTILITY SAND,5/8"MINUS FILL,OR STRUCTURE AS SHOWN ON THE PLANS.ARC SEAM AND SPOT(PUDDLE)WELDS FOR FIELD ASSEMBLY OF METAL DECK ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF tV\ O
<br /> OF DOUG-FIR,DOUGLAS FIR-LARCH WOOD RD. ROOF DRAIN CONCRETE POUR.UTILITY SAND OR 5/8"MINUS FILL SHALL BE PLACED AND COMPACTED IN 6"LIFTS U.N.O. SHALL BE MADE WITH MINIMUM E60XX ELECTRODES.DECK ALTERNATES MUST BE CONNECTED ACCORDING TO THE 16d NAILS @ 12"O.C. �1
<br /> DIA DIAMETER REBAR REINFORCING BAR PUBLISHED ICC-ES CRITERIA FOR DIAPHRAGM SHEARS SHOWN.PROVIDE TEMPORARY SHORING WHERE REQUIRED PER
<br /> DIM. DIMENSION REINF. REINFORCING MANUFACTURER'S PUBLISHED CRITERIA. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF led @ 12"O.C.U.N.O.
<br /> DIV. DIVISION REQ'D REQUIRED RENOVATION 1
<br /> ON. DOWN RET. RETAINING 4.1 DEMOLITION WOOD 7/16"(NOMINAL)APA RATED SHEATHING(SPAN RATING 24/O)SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH ad NAILS \
<br /> DWG. DRAWING REV. REVISION @ 6"O.C.AT PANEL EDGES,INTERMEDIATE STUDS,AND BLOCKING WITH Bd NAILS @ 12"O.C.U.N.O. r
<br /> RM. ROOM GC SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION.SHORING SHALL BE INSTALLED TO 8.1 FRAMING LUMBER
<br /> (E) EXISTING RO. ROUGH OPENING SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND,IN A MANNER SUITABLE TO THE WORK SEQUENCES.DEMOLITION SHALL BE KILN DRIED OR MC-19,AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES ALLOW 1/8"SPACING AT ALL PANEL EDGES AND PANEL ENDS.
<br /> EA EACH DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE.LIMIT CONSTRUCTION LOADING FOR WEST COAST LUMBER NO.17.FURNISH TO THE FOLLOWING MINIMUM STANDARDS: FLOOR AND ROOF FRAMING
<br /> E. EXPANSION JOINT SCHED. SCHEDULE (INCLUDING DEMOLITION DEBRIS)ON EXISTING FLOOR SYSTEMS TO 40 PSF. CONVENTIONAL LIGHT FRAMING PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH
<br /> ELEV. ELEVATION SDR. STORM DRAIN STUDS OF#2 OR BETTER
<br /> EMER. EMERGENCY SECT. SECTION 4.2 CONTRACTOR VERIFICATION AND AROUND ALL OPENINGS IN FLOORS OR ROOFS,U.N.O.PROVIDE SOLID BLOCKING AT ALL BEARING POINTS.TOE-NAIL
<br /> JOISTS(2x&3x MEMBERS)... #2 OR BETTER JOISTS TO SUPPORTS WITH 2 TWO 16d NAILS.ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON LU
<br /> EN. EDGE NAIL SF SQUARE FOOT/FEET GC SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBER SIZES,AND CONDITIONS PRIOR TO COMMENCING ANY WORK.ALL BEAMS 4x MEMBERS AND LARGER.........................................................................DF#2 OR BETTER ()
<br /> EOP. EDGE OF PAVEMENT SIM. SIMILAR ( ) METAL JOIST HANGERS IN ACCORDANCE WITH THE NOTES ABOVE.NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO
<br /> DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED ASGUIDELINES ONLY AND MUST BE POLE BUILDING CONSTRUCTION t1Y�T��
<br /> FOR ENGINEER LA RECORD SIMPSON SEALER STRONG-TIE FIELD VERIFIED.THE GC SHALL NOTIFY THE ARCHITECT AND FOR IF EXISTING CONDITIONS DETERMINED DURING WORK GIFTS AND PURLINS....................................................................................................DF#2 OR BETTER ROWS OF 16d NAILS @ 1T O.C.U.N.O.ON THE PLANS.ROOF AND FLOOR SHEATHING SHALL BE LAID WITH LONG AXIS (� W
<br /> EO. EDGE OF SLAB SLR. SEALER PERPENDICULAR TO SUPPORTS AND NAILED- 6"O.C.WITH 8d NAILS TO FRAMED PANEL EDGES,STRUTS,AND OVER (�
<br /> EQ. EQUAL SPECS. SPECIFICATIONS VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. EMBEDDED POSTS...........................................................................................................TREATED HE#2 STUD WALLS AS SHOWN ON PLANS AND @ 12"O.C.TO INTERMEDIATE SUPPORTS.PROVIDE APPROVED SHEATHING EDGE w
<br /> EQUIP. EQUIPMENT so. SQUARE 8.2 GLUED LAMINATED MEMBERS CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES.ALL FLOOR SHEATHING EDGES 1 IU (�1
<br /> EJS EJS ENGINEERING,PLLC SS SANITARY SEWER CONCRETE SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING.ALLOW 1/8"SPACING AT ALL L v V
<br /> EXT. EXTERIOR S.S.D. SEE STRUCTURAL DRAWINGS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSVAITC STANDARDS.EACH MEMBER SHALL BEAR AN AITC PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING.TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12"O.C.U.N.O.
<br /> STD. STANDARD 5.1 CONCRETE MIX AND PLACEMENT OR APA-EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS CERTIFICATE OF LU 11C_
<br /> F. FAHRENHEIT STL. STEEL CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED,AND PLACED IN ACCORDANCE WITH ACI 301-16,INCLUDING CONFORMANCE. SILL PLATE ANCHORAGE ()\ O
<br /> FEE. FINISHED FLOOR ELEVATION STRUCT. STRUCTURAL TESTING PROCEDURES.CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF fc=2,500 PSI AND MIX SHALL CONTAIN NOT ATTACHED 2x MIN THICKNESS SILL PLATE TO CONCRETE WITH 1/2"DIAMETER ANCHOR BOLT AT A MAX SPACING OF 6'-0", v
<br /> SUSP. SUSPENDED SIMPLE SPAN GUS....................................OF COMBINATION 24F-V4,Fb-2,400 PSI,Fv-265 PSI.
<br /> FG. FIXED GLASS LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5"OR EMBEDDED 7"MIN.PROVIDE 3"X3"X1/4"WASHERS UNDER HEADS AND NUTS U.N.O.
<br /> S.W. SHEARWALL CANTILEVERED GLB.................................DF COMBINATION 24F-V8,Fb=2,400 PSI,Fv=265 PSI.
<br /> FIN. FINISH LESS.REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. ADVANCED AND INTERMEDIATE WALL FRAMING
<br /> FLR. FLOOR DESIGN STRENGTH IS Pc=2,500 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,500 FT RADIUS,U.N.O.
<br /> TEMP. TEMPERED WHEN REQUIRED TO MEET ENERGY CODE THE FOLLOWING FRAMING TECHNOLOGY CAN BE SUBSTITUTED AGAINST THE
<br /> GA. GAUGE Till TRUSS JOIST WEYERHAEUSER 5.2 AIR ENTRAINMENT 8.3 MANUFACTURED LUMBER STANDARD FRAMING. O
<br /> GALV. GALVANIZED T&G TONGUE&GROOVED
<br /> GC. GENERAL CONTRACTOR TYP. TYPICAL ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR-ENTRAINED WITH AN AIR- PSL,LVL,AND LSL SHOWN ON PLANS ARE BASED ON PRODUCTS MANUFACTURED BY THE BOISE CASCADE CORPORATION ADVANCED FRAMED WALLS J
<br /> GI. GALVANIZED IRON ENTRAINING AGENT CONFORMING TO ASTM C260,C494,AND C618.TOTAL AIR CONTENT FOR FROST-RESISTANT IN ACCORDANCE WITH UC-ES REPORT ESR-1387.MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: STUDS FRAMED ON 24-INCH CENTERS WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE.CORNERS USE TWO STUDS w (l 1
<br /> GLB. GLUED LAMINATED BEAM U.N.O. UNLESS NOTED OTHERWISE CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318,TABLE 4.4.1 MODERATE EXPOSURE,F7. PSL Fb=2,900 PSI,Fv=290 PSI,E=2,200 KSI OR OTHER MEANS OF FULLY INSULATING CORNERS,AND ONE STUD IS USED TO SUPPORT EACH HEADER.HEADERS V
<br /> .L,
<br /> GNM. GROUND LVL Fb-2,600 PSI,Fv=285 PSI,E-2,000 KSI CONSIST OF DOUBLE 2X MATERIAL WITH R-101NSULATION BETWEEN THE HEADER AND EXTERIOR SHEATHING.INTERIOR
<br /> GSM. GALVANIZED SHEET METAL VENT. VENTILATION $.3 SHO MAY BE P PLACEMENT PARTITION WALL/EXTERIOR WALL INTERSECTIONS ARE FULLY INSULATED IN THE EXTERIOR WALL. t \
<br /> VERT. VERTICAL
<br /> LSL Fb=2,325 P51,Fv=310 PSI,E=1,550 KSI v
<br /> CONCRETE MAY BE PLACED BY THE'SHOTCRETE'METHOD PROVIDED THE APPROVALS TESTS AND INSPECTIONS GYP. BD.GYPSUM WALL BOARD INTERMEDIATE FRAMED WALLS
<br /> VIE. VERIFY IN FIELD REQUIRED N THE BUILDING DEPARTMENT ARE FOLLOWED. E IN ACCORDANCE
<br /> MATERIALS,EQUIPMENT,PROCEDURES, ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY T USED SUBJECTPA REVIEW AND APPROVAL 8Y THE
<br /> HF. HEM FIR,WESTERN HEMLOCK AND TRUE FIR WOOD PROPORTIONS,BATCHING,MIXING,AND PLACEMENT SHALL BE IN ACCORDANCE WITH ACI 506R-05,ACI 506.2-95 AND THE ARCHITECT AND EOR.ALTERNATE MANUFACTURER'S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND STUDS FRAMED ON 16-INCH CENTERS WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE.CORNERS USE TWO STUDS W `V w w
<br /> HORIZ. HORIZONTAL W/ WITH IBC SECTION 1910. OTHER HARDWARE SPECIFIED ON PLANS,OR ALTERNATE HANGERS AND HARDWARE SHALL SUBMITTED FOR REVIEW AND IN OTHER MEANS.L FULLY INSULATING CORNERS,AND EACH OPENING IS FRAMED BY TWO STUDS.HEADERS SHALL BE '^ O
<br /> HP. HIGH POINT WD. WOOD INSULATED TO R-10 LEGAL
<br /> WE. WATERPROOF THE'SHOTCRETE'METHOD SHALL NOT BE USED WITHOUT MAKING SPECIAL ARRANGEMENTS THROUGH OWNER AND FOR APPROVAL.SUBSTITUTED ITEMS SHALL HAVE ICC-ES REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.
<br /> HTG. HEATING UNLESS STRUCTURAL DRAWINGS ARE SPECIFICALLY DETAILED TO ACCOMMODATE SHOTCRETING. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12%OR LESS.THE 9.1 TERMS OF SERVICE LU
<br /> HVAC HEATINGNENTILATION/AIR CONDITIONING YD. YARD CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED THESE DRAWINGS ARE A GRAPHICAL GUIDE FOR THE EXPERIENCED BUILDER TO USE AS REFERENCE FOR
<br /> HW. HOT WATER 5.4 REINFORCING STEEL BEAMS FROM EXCEEDING 12%.EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. CONSTRUCTING THE PROJECT DESCRIBED HEREIN.IT IS THE RESPONSIBILITY OF THE BUILDER AND/OR THE PURCHASER
<br /> REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT S1). OF THESE PLANS TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION.THESE PLANS SHOULD NOT DOCUMENT DATE:
<br /> IBC INTERNATIONAL BUILDING CODE REINFORCING BARS#3 AND SMALLER,GRADE 40,Fy=40 KSI. 8.4 PLYWOOD SHEATHING BE ALTERED BY OTHER THAN A QUALIFIED DESIGNER,ARCHITECT,OR STRUCTURAL ENGINEER.
<br /> REINFORCING BARS#4 AND LARGER,GRADE 60,Fy=60 KSI. PLYWOOD SHALL BE GRADE C.D,EXTERIOR GLUE OR STRUCTURAL II,EXTERIOR GLUE IN CONFORMANCE WITH DOC PSI 1.0 2/23/2024
<br /> 1.4 PLAN SET HIERARCHY WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. OR PS2.OSB OF EQUIVALENT THICKNESS,EXPOSURE RATING,AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. 9.2 COPYRIGHT INFORMATION
<br /> STRUCTURAL PLANS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL PLANS FOR BIDDING AND CONSTRUCTION. 5.5 DETAILING OF REINFORCING STEEL ROOF SHEATHING SHALL BE 7/16"(NOMINAL)WITH SPAN RATING 24/0.PROVIDE APPROVED PLYWOOD EDGE CLIPS THESE DRAWINGS ARE THE COPYRIGHT OF ERIC J.SNIEZAK,P.E.OF EJS ENGINEERING,PLLC.
<br /> ARCHITECTURAL PLANS ARE PRIME.DISCREPANCIES FOUND AMONG PLANS,SPECIFICATIONS,THESE GENERAL NOTES,
<br /> AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT,WHO SHALL CORRECT SUCH DISCREPANCY IN REINFORCING STEEL(INCLUDING HOOKS AND BENDS)SHALL REIN ACCORDANCE WITH ACI 315-99 AND 318.11.LAPALL CENTERED BETWEEN JOISTS/TRUSSESAT UNBLOCKED ROOF SHEATHING EDGES. THE PURCHASER OF THESE DRAWINGS HAS PURCHASED THE RIGHT TO BUILD THE DRAWING SHOWN ONE TIME ONLY.IF
<br /> WRITING.WORK DONE BY THE GC AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GUS RISK. REINFORCEMENTS IN ACCORDANCE WITH THE REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE.PROVIDE FLOOR SHEATHING SHALL BE 3/4"(NOMINAL)WITH SPAN RATING 48/24 ALL EDGES SHALL HAVE APPROVED T&G JOINTS THISPROJECT ORA DERIVATIVE OF THIS PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAWS IS TO BE BUILT
<br /> .
<br /> CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM MORE THAN ONCE,EVEN WITH DESIGN CHANGES,ADDITIONAL RIGHTS MUST BE PURCHASED.
<br /> 1.5 STRUCTURAL PLAN DETAILS OF 8 INCHES AT SIDES AND ENDS. OR SHALL BE SUPPORTED WITH SOLID BLOCKING.
<br /> PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS SET SHALL BE LOCATED BY THE WALL SHEATHING SHALL BE 7/16"(NOMINAL)WITH SPAN RATING 24/0. TO REPORT COPYRIGHT VIOLATIONS PLEASE CALL(360)880-0524. O GO py r l9 h}V 2024,
<br /> NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR
<br /> ARCHITECTURAL PLANS.VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL PLAN SET(WALL APPROVED BY THE EOR. 9.3 PAYMENT OF SERVICES p
<br /> SECTIONS,BUILDING SECTION,AND ELEVATIONS).DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL PLACEMENT:ALLOW 1/8"SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR,WALL,AND ROOF SHEATHING. Eric J. 5Y1/eZa'i kr 1 .E.
<br /> UNLESS PRE-ARRANGED IN WRITING,PAYMENT FOR SERVICES ARE DUE AT DELIVERY,FAILURE TO PAY FOR SERVICES
<br /> ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL 5.6 CONCRETE PROTECTION 8.5 WOOD TO CONCRETE CONNECTION RENDERED WILL RESULT IN THE FOLLOWING: 0:W-roleric0neDrive-EJ3 Engineering
<br /> DRAWING. "SUBJECT TO CARRYING CHARGE OF 1.5%OF PROJECT($50.00 MIN)PER MONTH.
<br /> CLEAR COVER FOR REINFORCING STEEL SHALL BE E FOLLOWS: ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED WITH AN APPROVED PLLCIEJSEng101 Jobs12023 Jobs1202308288E
<br /> UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.....................3" PRESERVATIVE OR(2)LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED "TERMINATION OF SERVICES WITHOUT LIABILITYSA . EJ5_Schrader_5 I Interest Auto
<br /> 1.6 METHOD AND MEANS-SAFETY FORMED SURFACES EXPOSED TO EARTH(#6 AND LARGER)..........................................................Z. 'THE INVALIDITY OF THE PROFESSIONAL STAMP. 3E E
<br /> WOOD AND CONCRETE OR MASONRY. "REMOVAL OF THE ENGINEERED DOCUMENTS FROM THE JURISDICTION. Bod 1202308288E EJS-5chrader_5 I
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS,METHODS,TECHNIQUES,AND SEQUENCES FORMED SURFACES EXPOSED TO EARTH(#5 AND SMALLER)..................................................1-V2^ y Pecia
<br /> OF PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK.THE FOR HAS NO OVERALL SUPERVISORY COLUMN TIES OR SPIRALS AND BEAM STIRRUPS......................... ..........-1-1/2" 'LIEN PLACED ON THE PROPERTY ASSOCIATED WITH THE PROJECT(INCLUDING LEGAL AND ADMINISTRATIVE SERVICE Interest Auto Body-S.MAN
<br /> R DIAMETER 8.6 PRESERVATIVE FEES).
<br /> ..........
<br /> AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR SLABS AND WALLS(INT.FACE)...............................GREATER OF BAR DIAMETER PLUS 1l8"OR 3/4"
<br /> FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR,THE FOR OF RECORD HAS NO DUTY TO 5.7 CAST-IN-PLACE CONCRETE PRESERVATIVE TREATED WOOD SHALL BE TREATED PER STANDARD U1 TO THE USE CATEGORY EQUAL TO OR
<br /> INSPECT,SUPERVISE,NOTE,CORRECT,OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, HIGHER THAN THE INTENDED APPLICATION.TREATED WOOODD FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA
<br /> CONTRACTORS,OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL UC3B.WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A.WOOD FOR GENEI:AL STRUCTUh'AL
<br /> CONCRETE WALLS.SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B.
<br /> 1.7 TEMPORARY BRACING/FORMWORK/FALSEWORK THROUGH CONCRETE WALLS.SEE ARCHITECTURAL DRAWINGS FOR ALL GROVES,NOTCHES,CHAMFERS,FEATURE
<br /> THE GC SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL STRIPS,COLOR,TEXTURE,AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES,BOTH CAST-IN-PLACE 8.7 WOOD TREATED FOR FIRE RESISTANCE NOT E 5
<br /> CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLAN SETS.CONFORM TO ASCE 37-02. AND PRE-CAST. FIRE RESISTANCE TREATMENT SHALL MEET THE REQUIREMENTS OF ASTM E 84 OR UL 723 AND HAVE A LISTED FLAME
<br /> 58 NON-SHRINK GROUT SPREAD INDEX OF 25 OR LESS.FIRE RETARDANT TREATED LUMBER AND WOOD STRUCTURAL PANELS SHALL BE LABELED
<br /> .
<br /> 1.8CONTRACTOR-INITIATED CHANGES IN ACCORDANCE WITH IBC2303.2.4.WOOD TREATED FOR FIRE PROTECTION FOR USE IN INTERIOR ABOVE GROUND
<br /> SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND FOR FOR APPROVAL PRIOR TO FABRICATION OR SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE CONSTRUCTION AND CONTINUOUSLY PROTECTED FROM WEATHER AND OTHER SOURCES OF MOISTURE SHALL BE /^
<br /> CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE TREATED TO AWPA UCFA.WOOD TREATED FOR FIRE PROTECTION FOR USE IN EXTERIOR ABOVE GROUND l� / O
<br /> MATERIAL ON WHICH IT IS PLACED(3,000 PSI MIN). CONSTRUCTION AND SUBJECT TO GETTING OR OTHER SOURCES OF MOISTURE SHALL BE TREATED TO AWPA UCFB. f
<br /> L City of Everett Permit Services
<br /> EVERE_TT Reviewed for Permit 12/06/2024
<br /> THESE DRAWINGS ARE A GRAPHICAL"GUIDE FOR THE EXPERIENCED BUILDER TO USE AS REFERENCE FOR CONSTRUCTING THE PROJECT DE5CRIBEO HEREIN. IT IS THE RESPONSIBILITY OF THE BUILDER AND/OR THE PURCHA5ER OF THESE PLANS TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION.THE5E PLANS SHOULD NOT 8E ALTERED 8Y OTHER THAN A QUALIFIED OE5IGNER,ARCHITECT,OR 5TRUCTURAL ENGINEER.
<br /> THESE DRAWINGS ARE THE COPYRIGHT OF E916 J.SNIEZAK,P.E.OF EJS ENGINEERING,PLLC. THE PURCHASER OF THESE DRAWINGS HAS PURCHASED THE RIGHT TO BUILD THE DRAWING SHOWN ONE TIME ONLY.IF THIS PROJECT OR A DERIVATIVE OF THIS PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAWS IS TO 8E BUILT MORE THAN ONCE,EVEN WITH DE51GN CHANGE5,ADDITIONAL RIGHT5 MU5T 8E PURCHASED.
<br /> TO REPORT COPYRIGHT VIOLATIONS PLEASE CALL(360)050-0524.
<br />
|