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CRITERIA 16. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE,DOWELS EPDXY GROUTED INTO
<br /> EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING,UNLESS OTHERWISE
<br /> 1. ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, NOTED ON PLANS.
<br /> SPECIFICATIONS,AND THE 2018 INTERNATIONAL BUILDING CODE AS AMENDED BY LOCAL JURISDICTION.
<br /> 17. PERIMETER 4-INCH DIAMETER SCHEDULE 40 PVC PERFORATED PIPE EMBEDDED IN PEA GRAVEL AND
<br /> DESIGN LOAD CRITERIA WRAPPED IN FILTER FABRIC SHALL BE INSTALLED AT THE BASE OF THE PERIMETER FOOTING TO
<br /> GROUND SNOW LOAD.......................................py==25 PSF DIRECT COLLECTED WATER TO AN APPROPRIATE OUTLET. rrdesignllc-logo
<br /> FLAT ROOF SNOW LOAD.....................................pf=20 PSF R&R DESIGN LLC
<br /> FLOOR LIVE LOAD(RESIDENTIAL)........... ....................40 PSF UNDER NO CIRCUMSTANCES SHOULD ROOF DOWNSPOUT DRAIN LINES BE CONNECTED TO THE PAOL RECTOR
<br /> WIND..............................GCp 0.18,110 MPH,EXPOSURE"B" FOOTING DRAIN SYSTEM. ROOF DOWNSPOUTS MUST BE SEPARATELY CONNECTED TO AN
<br /> EARTHQUAKE...ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE PROCEDURE APPROPRIATE DISCHARGE.CLEANOUTS SHOULD BE INSTALLED TO ALLOW FOR PERIODIC pa"I® as sp.Wm
<br /> LATERAL SYSTEM:LIGHT FRAMED SHEAR WALLS,Vs=1.32 KIPS(ULTIMATE) MAINTENANCE OF THE FOOTING DRAIN AND DOWNSPOUT TIGHTLINE SYSTEM.
<br /> SITE CLASS=D,SB=1.353g,SIDS=1.083g,S1=0.479g,Sp1=null,Cs=0.167,SDC D,16=1.0,R=6.5
<br /> SEE PLANS FOR ADDITIONAL LOADING CRITERIA. 18. FOUNDATION SUBSTRATE SHALL BE,AT A MINIMUM,UNDISTURBED NATIVE FIRM SOIL.
<br /> GC SHALL PLACE AND COMPACT BACKFILL MATERIALS IN CONTINUOUS LAYERS NOT EXCEEDING 6-INCH
<br /> 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR LOOSE LIFT THICKNESS. ANY LOOSEN/SOFT FOUNDATION SUBSTRATE SHALL BE COMPACTED TOA
<br /> BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR MINIMUM OF 95%OF THE MAXIMUM DRY DENSITY(ASTIM D698,STANDARD PROCTOR).
<br /> COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
<br /> 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR CONCRETE
<br /> TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE 19. CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE WITH IBC
<br /> DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUSTBE VERIFIED. SECTION 1905,1906 AND ACI 301,INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A
<br /> 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL 28-DAY STRENGTH OF fc= 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF
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<br /> COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" R LESS. ALL ,
<br /> CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR-ENTRAINED v
<br /> PLANS. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494,AND C618. TOTAL AIR CONTENT
<br /> FOR FROST-RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE ACI 318 TABLE 4.2.1
<br /> 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE EXCAVATION SLOPES AND ALL MODERATE EXPOSURE.
<br /> TEMPORARY EXCAVATIONS SHOULD BE PERFORMED IN ACCORDANCE WITH PART N OF WAC 296-155. Uj
<br /> 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
<br /> 20. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT S1),GRADE 60,fy= O Q
<br /> 60,000 PSI. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS)SHALL BE IN
<br /> TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT#5 AND SMALLER
<br /> THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR 40 BAR DIAMETERS OR 2'-0"MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING cn
<br /> DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY INTERSECTIONS. LAP CORNER BARS#5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. ��////
<br /> HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER
<br /> HAS NO DUTY TO INSPECT,SUPERVISE,NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY 21. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: z LUN
<br /> DEFICIENCIES TO THE OWNER,CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST O Ids
<br /> SITE. AND PERMANENTLY EXPOSED TO EARTH.............................................3" 00
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<br /> FORMED SURFACES EXPOSED TO EARTH OR WEATHER(#5 BARS OR SMALLER)...........1-1/2"
<br /> 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND THE SLABS AND WALLS(INT.FACE)..................GREATER OF BAR DIAMETER PLUS 1/8"OR 3/4" O
<br /> STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES _
<br /> SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. WOOD Q NQ
<br /> 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS =
<br /> ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR 22. FRAMING LUMBER SHALL BE KILN DRIED OR R WEE AND GRADED AND MARKED I FURNISH
<br /> TO
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<br /> WITH W.C.L.B.STANDARD GRADING RULES FOR WEST COAST LUMBER NO.17. FURNISH TO THE � O
<br /> DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT O
<br /> FOLLOWING MINIMUM STANDARDS: V
<br /> AND THE ENGINEER. W
<br /> JOISTS AND BEAMS (2X&3X MEMBERS) HEM-FIR NO.2 ~
<br /> 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED MINIMUM BASE VALUE,Fb=850 PSI 1 1 1 Z T.- W
<br /> SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE W N
<br /> AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. (4X MEMBERS) DOUGLAS FIR-LARCH NO.1 UJ
<br /> 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND MINIMUM BASE VALUE,Fb=1000 PSI
<br /> STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. (6X MEMBERS) DOUGLAS FIR-LARCH NO.1
<br /> CONNECTOR PLATE WOOD ROOF TRUSSES MINIMUM BASE VALUE,Fb=1350 PSI U.
<br /> STEEL AND CONCRETE CONSTRUCTION
<br /> MANUFACTURED LUMBER(PSL'S,LSUS,LVUS) POSTS: (4X MEMBERS) DOUGLAS FIR-LARCH NO.2 Uj
<br /> 11. CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8" = 1'-0"SCALE INDICATING MINIMUM BASE VALUE,Fc=1350 PSI
<br /> LOCATIONS OF CONNECTION EMBEDMENTS AND WALL OPENINGS FOR REVIEW PRIOR TO STUDS,PLATES&MISC.FRAMING: DOUGLAS-FIR-LARCH OR HEM-FIR NO.2
<br /> CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT SHOP DRAWINGS.
<br /> APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE-TREATED WITH AN APPROVED
<br /> PRESERVATIVE OR(2)LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED
<br /> 12. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF BETWEEN UNTREATED WOOD AND CONCRETE.
<br /> RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW 1BIN
<br /> DRAWINGSAND STAMP TO REVIEW BY
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<br /> EF RECORD. EACTOR SHALL
<br /> AND VIEW 22. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC V�o4 w
<br /> DRAWINGS OR CONFORMANCE WITH THE MEANS, nsy T
<br /> STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C.IDENTIFICATION MARK AND SHALL BE
<br /> OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL ACCOMPANIED BY AN A.I.T.C.CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE
<br /> THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY;REPRODUCIBLE WILL BE DOUGLAS FIR COMBINATION 24F-V4,Fb=2,400 PSI, Fv =265 PSI. ALL CANTILEVERED BEAMS SHALL BE N
<br /> MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE DOUGLAS FIR COMBINATION 24F-V8,Fb=2400 PSI,Fv=265 PSI. CAMBER ALL SIMPLE SPAN GLULAM423
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<br /> SUBMITTAL HAS BEEN FOUND BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. BEAMS TO 3,000'RADIUS,UNLESS SHOWN OTHERWISE ON THE PLANS. Ss oxnL ti
<br /> THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE
<br /> BUILDING OFFICIAL. 23. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS GLZC 1523
<br /> APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS GLARCH�CTURAILEROwEERwO
<br /> 13. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS.THENOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER,THE GRADE,THE NATIONAL ETBLI
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<br /> PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE RESEARCH BOARD NUMBER,AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER
<br /> ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 USING DOUGLAS FIR Th-pi.Rse,waI-I 11 a 9nteap11-M111e
<br /> MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 meenameelSt tee. d'.e,tRo-elle-piny"
<br /> FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS,DISCREPANCIES,OR CONFLICTS WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE pemissi"RIo'P e'aeslgnariengfeeeo9e'mise:ore":ervery
<br /> BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER
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<br /> FOLLOWING MINIMUM PROPERTIES:
<br /> PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN NUMBER DATE DESCRIPTION OF REVISIONS
<br /> DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. PSL(2.0E) Fb=2900 PSI, E=2000 KSI, Fv=290 PSI 08115 01 3 PERMITSET
<br /> LVL(2.0E) Fb=2600 PSI, E=2000 KSI, Fv=285 PSI
<br /> FOUNDATION NOTES: LSL(1.55E) Fb=2325 PSI, E=1550 KSI, Fv=310 PSI
<br /> 14. ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST 24. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE
<br /> BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL.IF SOILS MANUFACTURER IN ACCORDANCE WITH THE"NATIONAL DESIGN STANDARD FOR METAL
<br /> ARE FOUND TO BE OTHER THAN ASSUMED,NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE PLATE-CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1"BY THE TRUSS PLATE INSTITUTE FOR
<br /> FOUNDATION REDESIGN. THE SPANS AND CONDITIONS SHOWN ON THE PLANS.LOADING SHALL BE AS FOLLOWS:
<br /> 15. FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED EARTH OR ON PROPERLY COMPACTED TOP CHORD LIVE LOAD 25 PSF SHEETTITLE:
<br /> STRUCTURALFILL.AT LEAST 18"BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, TOP CHORD DEAD LOAD 10 PSF
<br /> FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BOTTOM CHORD DEAD LOAD 5 PSF GENERAL
<br /> IF SOILS AT THE FOOTING GRADE ARE OBSERVED TO BE LOOSE OR SOFT,THE LOOSE/SOFT SOIL TOTAL LOAD 40 PSF STRUCTURAL
<br /> SHOULD BE ESTIMATED AT %TOVER-EXCAVATED BELOW THE FOOTING TO THE O 5 FEET BELOW THE EXISTING GRADE UNDER THE nTHE PROPOSED STRUCTURE,PETENT BEARING SURFACE, BOTTOM
<br /> UPLIFT(TOP CHORD) 5 PSF NOTES
<br /> BOTTOM CHORD LIVE LOAD 10 PSF
<br /> OR COMPACTED IN PLACE TO DENSE CONDITIONS.THE OVER-EXCAVATION SHOULD EXTEND ONE FOOT (BOTTOM CHORD LIVE LOAD DOES NOT ACT
<br /> HORIZONTALLY FROM EACH SIDE OF THE PROPOSED FOOTINGS,AND SHOULD BE BACKFILLED WITH CONCURENTLY WITH THE ROOF LIVE LOAD)
<br /> PROPERLY COMPACTED GRANULAR STRUCTURAL FILL.UNLESS OTHERWISE NOTED,FOOTINGS SHALL
<br /> BE CENTERED BELOW COLUMNS OR WALLS ABOVE.
<br /> SHEET NUMBER
<br /> ALLOWABLE SOIL PRESSURE........................................1,500 PSF G 1.O
<br />
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