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<br /> GENERAL STRUCTURAL NOTES WOOD FRAMING NOTES CONCRETE NOTES DESIGN CRITERIA 3
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<br /> WIND: �n U
<br /> GENERAL GENERAL REOUIREMEN S PE2 ZA C S&C ('70 6./Z,Z" CONCRETE SHALL CONSIST OF PORTLAND CEMENT ASTM C-150 TYPE II OR TYPE I AND NOMINAL WIND SPEED-85 MPH RISK CATEGORY II U J �F
<br /> SHALL BE READY-MIXED PER ASTM C-94,MAXIMUM SLUMP 5". MINIMUM 51/p SACKS OF ULTIMATE WIND SPEED-110 MPH IMPORTANCE,1=1.0 LU rn
<br /> ALL CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE(IBC), PROVIDE MINIMUM NAILING PER 2018 C TABLE 2 04.10.1(PROVIDED BELOW),UNLESS CEMENT PER CUBIC YARD OF CONCRETE. SEGREGATION OF MATERIALS TO BE WIND EXPOSURE,B Kn=1.00 w j
<br /> THE 2018 INTERNATIONAL RESIDENTIAL CODE(IRC)AND/OR OTHER GOVERNING CODE,AS NOTED OTHERWISE.ALL WOOD IN CONTACT WITH CONCRETE AND/OR EXPOSED TO PREVENTED. •� Y
<br /> WEATHER SHALL BE PRESERVATIVE-TREATED BY AN APPROVED METHOD.ALL CUTS, ` g 1n
<br /> REQUIRED BY LOCAL JURISDICTION. SEISIMIC: WA z 0
<br /> NOTCHES AND EXPOSED ENDS TO BE RE-TREATED. DO NOT NOTCH,BEVEL OR DRILL MINIMUM SPECIFIED COMPRESSIVE STRENGTH(YC AT 28 DAYS)AC1318.14 EQUIVALENT LATERAL FORCE PROCEDURE W
<br /> STRUCTURAL MEMBERS,EXCEPT AS ALLOWED BY SECTIONS 2308.4.2.4 AND 2308.7.4,OR 0
<br /> STRUCTURAL DRAWINGS INDICATE TYPICAL AND GENERAL CONSTRUCTION DETAILS. SPECIAL INSPECTION& IMPORTANCE,le=1.0 Ss=1.345 � 0 0!
<br /> AS ALLOWED ELSEWHERE WITHIN THIS PLAN SET. LOCATION/USE f'c(PSI) 2 Lu
<br /> WHERE DETAILS ARE NOT REFERENCED AT LOCATIONS E SIMILAR CONFIGURATION TO TESTING REQUIRED SITE CLASS,D S,=0.477
<br /> DETAILS PROVIDED,SIMILAR DETAILS SHALL BE EMPLOYED. NOTES ON THE FOLLOWING FOOTING PADS&FOUNDATIONS NOT SEISMIC DESIGN CAT.,D S.=1.08 •�_ N N
<br /> FRAMING LUMBER 2500 NOT REQUIRED w Y
<br /> INDIVIDUAL STRUCTURAL SHEETS SHALL TAKE PRECEDENCE OVER THESE GENERAL EXPOSED TO WEATHER SETS.FORCE RES.SYS,A.15. SD,=NA r
<br /> STRUCTURAL NOTES. ANY SPECIFICATION CONFLICTS THAT MAY OCCUR WITHIN THIS PORCHES,PATIOS,DRIVEWAYS DESIGN BASE SHEAR= 18366 Ibs Cs=0.16
<br /> STRUCTURAL LUMBER SHALL ADHERE TO THE FOLLOWING TABLE: 3000 NOT REQUIRED N
<br /> PLAN SET,THE CONTRACTOR SHALL DEFAULT TO THE MORE STRINGENT/CONSERVATIVE GARAGE SLABS RISK CATEGORY II R=6.5 ro
<br /> SPECIFICATION.
<br /> MEMBER GRADING % Yv f'Cu YO, INTERIOR SLABS ON GRADE 2500 NOT REQUIRED LIVE LOADS:(PSI) (PSI) (PSI) (PSI) :
<br /> THE CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS IN FULL FOR STUDS,SAWN FLOOR JOISTS, HF#2 OR BETTER ROOF 25(SNOW)
<br /> ACCURACY AND ADEQUACY AS RELATED TO SITE CONDITIONS. ANY DISCREPENCIES SAWN RAFTERS 2x LUMBER HEM FIR#2 REINFORCEMENT STEEL 850 150 1300 405 FLOOR 40 PSF x LU
<br /> SHALLBE SUBMITTED TO THE FOR BEFORE PROCEEDING. POSTS,BEAMS,HEADERS DF#2 OR BETTER DECKS 60 PSF w wo
<br /> 4x LUMBER AND GREATER DOUG FIR#2 900 180 1350 625
<br /> REINFORCING STEEL#5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 0
<br /> THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DESIGN,PERMITTING AND LVL-LAMINATED VENEER INSPECTIONS VERIFY INSPECTIONS REQUIRED WITH AUTHORITY HAVING JURISDICTION, N
<br /> AND#4 BARS SHALL BE GRADE 40,IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32
<br /> STRUCTURAL MODIFICATIONS SHALL BE SUBMITTED TO THE FOR BEFORE PRO N
<br /> CONSTRUCTION ALL UTILITIES INCLUDING PLUMBING,ELECTRICAL AND ROC.ANYCEEDING. LUMBER(FLUSH BEAMS, VERSA-LAM 3100 OR EQUIV 3100 285 3000 750 BAR DIAMETERS OR 18"MIN. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND
<br /> COLLECTORS,RAFTERS SOILS UPsrn�e—P
<br /> SHALL BE 6X6-W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. SEE CONCRETE DETAILS
<br /> GLB-GLUED-LAMINATED 24F-V4-TYPICAL 1e5oa) FOR MORE INFORMATION. GEOTECH EOR: COBALT GEOSCIENCES
<br /> DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE. THE GENERAL BEAMS(DROPPED,EXPOSED, 265 1650 650
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS(INCLUDING ROUGH EXTERIOR,HEADERS 24F-V8-CANTILEVERED 2a oa REPORT* 18XX HOLBROOK AVE
<br /> OPENINGS)AND SHALL REVIEW ALL DIMENSIONS AND THEIR ACCURACY IN ACCORDANCE PSL-PARALLEL STRAND CONCRETE COVER REQUIREMENTS ��vJ wA
<br /> WITH ARCHITECTURAL DRAWINGS BEFORE CONSTRUCTION. LUMBER(FLUSH BEAMS, 2.0E 2900 290 2900 750 REINFORCING BAR LOCATION MIN CONCRETE COVER SOIL BEARING CAPACITY: 2000 PSF =Q
<br /> HEADERS) UNFORMED SURFACES CAST AGAINST AND MIN WIDTHS: 16"(CONT),24"(ISOLATED) a y
<br /> THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB 3" EFP=225 PCF
<br /> SITE,INCLUDING SOIL CONDITIONS(UNLESS SOILS REPORT EXISTS),AND CONDITIONS 2x PERMANENTLY EXPOSED TO EARTH_TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING RULES FORMED SURFACES EXPOSED TO EARTH OR WEATHER "FPf�IsrER�O�?"�
<br /> RELATED TO EXISTING UTILITIES,EASEMENTS,AND/OR RIGHTS OF WAY. FOR WESTERN LUMBER",LATEST EDITION. #6 BARS AND LARGER 2" Wall Design Criteria SSJONAL
<br /> FORMED SURFACES EXPOSED TO EARTH OR WEATHER 11/2" ei6r2o23
<br /> THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF #5 BARS AND SMALLER "At-rest"Conditions(Lateral Earth Pressure-EFD-) 55 pef(Equivalent Fluid Density)
<br /> CONSTRUCTION,WORKMANSHIP AND JOBSITE SAFETY.THE GENERAL CONTRACTOR IS COLUMNS AND BEAMS WITH BARS ENCLOSED IN 11/2"
<br /> RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING STIRRUPS,TIES OR SPIRAL REINFORCEMENT
<br /> CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL SLABS,JOISTS AND INTERIOR FACES OF WALLS "Active"Conditions(lateral Earth Pressure-I?FD+) 35 pcf(Equivalent Fluid Density)
<br /> PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. ROOF DIAPHRAGMS #5 BARS AND SMALLER �4" Seismic Increase for "At-rest" Conditions uH*(Uniform Distribution)t in 2,500 year
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSTALL MINIMUM 1/2"CDX PLYWOOD(32/16)OR 7/16"OSB SHEATHING. NAIL ALL (lateral Earth Pressure) event
<br /> INSPECTIONS WITH THE BUILDING DEPARTMENT. SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION 1IBC 1705.3
<br /> Bd AT 12"O.C.;BLOCKING NOT REQUIRED,LINO, SEE ROOF FRAMING PLAN(S)FOR FREQUENCY Seismic Increase for "At-rest" Conditions i4H*(Uniform Distribution)1 in Soo year event
<br /> ANY AND ALL DISCREPANCIES BETWEEN THE STRUCTURAL DRAWINGS AND ANY OTHER
<br /> ADDITIONAL INFORMATION. VERIFICATION AND INSPECTION coHrlHuous PSHIODIC I LLJ CO
<br /> REFERENCES (Lateral Earth Pressure) U)
<br /> JOB-RELATED DRAWINGS,INCLUDING ARCHITECTURAL,CIVIL OR ANY OTHER IBC 1908.4 Z Z
<br /> 2
<br /> CONSULTANT DRAWINGS SHALL BE PROVIDED TO THE FOR BEFORE PROCEEDING. FLOOR DIAPHRAGMS INSPECT REINFORCEMENT AND VERIFY PLACEMENT X ACI 318:CH.20, Seismic Increase for "Active" Conditions 7H*(Uniform Distribution) (SI O O
<br /> 25.2a, 6.6.1a (Lateral Earth Pressure) V- Z 0
<br /> INSTALL MINIMUM 23132"T&G STUDD-I-FLOOR SHEATHING. GLUE AND NAIL ALL
<br /> SUPPORTED EDGES AND BOUNDARIES WITH 1Od AT 6"O.C.,AND INTERIOR SUPPORTS INSPECT ANCHORS CAST IN CONCRETE X ACI 318:17.8.2 Passive Earth Pressure on Low Side of Wall Neglect upper feet,then 250 pefEFD* LLJ J U
<br /> WITH 10d AT 12"O.C.;BLOCKING NOT REQUIRED,LINO. SEE FLOOR FRAMING PLAN(S)FOR (Allowable,includes F.S.=1.5) Q L U
<br /> SOILS ADDITIONAL INFORMATION. IBC 1904.1-2,1908.2a Q Cc Z
<br /> Cc Z
<br /> VERIFY REQUIRED DESIGN MIX X Ao1318:CH.19, Soil-Footing Coefficient of Sliding Friction(Allowable; o.qo Cc SEE DESIGN CRITERIA FOR SOILS REPORT INFORMATION,IF APPLICABLE. 26.4.34 includes F.S.=t.5) LU
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<br /> PRIOR TO CONCRETE PLACEMENT,FABRICATE LU U
<br /> WHERE SOILS REPORT NOT PROVIDED,2000 PSF SOIL BEARING ASSUMED.ASSUMED SPECIMENS FOR STRENTH TESTS,PERFORM SLUMP AND X lac 1soe.lo
<br /> ALLOWABLE SOIL BEARING AND LATERAL PRESSURES SHALL BE FIELD-VERIFIED. AsrM C172,C31 Q Z
<br /> WOOD TRUSSES(IBC 2303.4) AIR CONTENT TESTS AND DETERMINE TEMPERATURE OF ACI 318:26.5,26.12 SCOPE OF STRUCTURAL WORK J
<br /> BEARING SOIL SHALL BE FREE OF ORGANIC MATERIAL. FOR SHALL BE NOTIFIED OF ANY CONCRETE
<br /> SOILS FOUND TO BE INADEQUATE TO REVIEW FOUNDATION ADEQUACY. SEE ADDITIONAL PRE-FABRICATED WOOD TRUSSES TO BE DESIGNED PER IBC 2303.4.1.1 TO CARRY LOADS INSPECT CONCRETE PLACEMENT FOR PROPER
<br /> SOILS NOTES ON RETAINING WALL DETAILS,IF APPLICABLE. X IBC 9o5.6a
<br /> LISTED IN THE DESIGN CRITERIA SECTION AND ANY ADDITIONAL POINT LOADS,UNIFORM APPLICATION TECHNIQUES ACI 318:265 SEISMIC AND WIND ANALYSIS(LATERAL DESIGN)
<br /> LOADS OR DRAG STRUT FORCES PROVIDED ON THE ROOF FRAMING PLAN(S).
<br /> VERIFY MAINTENANCE OF SPECIFIED CURING X IBC 1908.9 FOUNDATION DESIGNNERIFICATION
<br /> TRUSS DESIGN DRAWINGS AND DOCUMENT SUBMITTAL SHALL INCLUDE STRESS ANLYSIS TEMPERATURE AND TECHNIQUES ACI 318:26.5.3-5
<br /> AND DEPICTION OF EACH TRUSS TYPE,AND SHALL INCLUDE A TRUSS LAYOUT. TRUSS LATERAL LAYOUTS AND DETAILING
<br /> ANALYSIS,LAYOUT AND INSTALLATION DOCUMENTS SHALL BEAR THE SEAL AND INSPECT FORMWORK FOR SHAPE,LOCATION AND X ACI 318:26.11.1.2(b)
<br /> FOUNDATION CONDITIONS SIGNATURE OF AN ENGINEER LICENSED IN THE STATE OF WASHINGTON.APPROVED DIMENSIONS OF THE CONCRETE BEING POURED
<br /> TRUSS DOCUMENTS SHALL REMAIN ON THE JOB SITE THROUGHOUT CONSTRUCTION. z C..)
<br /> FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED SOIL(OR CONTROLLED,COMPACTED
<br /> STRUCTURAL FILL)AT LEAST 18"BELOW EXISTING GRADE.ACTUAL ELEVATIONS OF PRE-FABRICATED TRUSSES SHALL NOT BE NOTCHED,DRILLED,CUT,SPLICED OR MINIMUM FASTENING SCHEDULE(UNO)(PER 2018 IBC TABLE 2304.10.1 -O
<br /> FOOTINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OVEREXCAVATION OTHERWISE ALTERED WITHOUT WRITTEN APPROVAL FROM THE TRUSS DESIGN LLJ
<br /> SHALL BE BACKFILLED USING LEAN CONCRETE(Yc=2000 PSI)OR STRUCTURAL BACKFILL. ENGINEER. ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER(E.G. O >
<br /> No. CONNECTION NAILING,LOCATION(UNO) 0 Q
<br /> HVAC EQUIPMENT,PIPING,ETC.)SHALL NOT BE PROHIBITED WITHOUT WRITTEN Ero6 Y Q
<br /> APPROVAL FROM THE TRUSS DESIGN ENGINEER. 1 BLOCKING BETWEEN JOIST/RAFTER OR TRUSSES TO TOP PLATE OR OTHER FRAMING ABOVE (3)Ed,TOENAIL EACH END O Z = O
<br /> UNLESS NOTED OTHERWISE,ALL D HAVE 2 BLOCKING BETWEEN JOIST/RAFTER OR TRUSSES NOT AT THE WALL TOP PLATE,TO RAFTER OR TRUSS (2)Ed,TOENAIL EACH END L W U)
<br /> STRUCTURAL FILL SIMPSON H1 CLIPS AT EXTERIOR WALLS.EGAB ELTRUSSES L BE CSHALL HAVE A 5NCL PS®24" 3 FLAT BLOCKING TO TRUSS AND WEB FILLER 16d FACE NAIL LLL 0- Z m LUO.C.,LINO. 4 JOISTS TO TOP PLATE OR GIRDER (3)Ed,TOENAIL Q A J Cr
<br /> STRUCTURAL FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR 5 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER,LAPS OVER PARTITIONS(NO THRUST) (3)16d > J -0 0 LU
<br /> SOIL,FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" THE GENERAL CONTRACTOR SHALL PROVIDE THE FOR WITH A COPY OF THE APPROVED _ > W CY) =
<br /> LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY TRUSS DOCUMENTS FOR REVIEW. IF THE TRUSS DOCUMENTS WERE DEVELOPED 6 COLLAR TIE TO JOIST/RAFTER (3)1Od LU L> � Lr) LLJ
<br /> AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. SUBSEQUENT TO THE ISSUANCE OF THIS PLAN SET,THE TRUSS ANALYSES MAY RESULT IN 7 ROOF TRu55 TO TOP PLATE (3)10d,TOENAIL 0 M r
<br /> INFORMATION FOUND WITHIN SOILS REPORT,IF PROVIDED,SHALL TAKE PRECEDENCE. REVISIONS TO THE BEAM CALCULATIONS ASSOCIATED WITH THIS PLAN SET. 8 ROOF JOIST/RAFTER TO RIDGE VALLEY OR HIP RAFTERS;OR ROOF RAFTER TO 2"RIDGE BEAM (2)16d,END NAIL Z 00
<br /> ANY SIGNIFICANT CONSTRUCTION FOUNDED ON STRUCTURAL FILL SHALL BE REVIEWED W
<br /> BY A GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 9 STUD TO STUD(NOT AT SHEAR WALLS) 16d @ 24"O.C.,FACE NAIL :G J
<br /> FASTENERS 10 CONTINUOUS HEADER TO STUD (4)8d,TOENAIL 0 L
<br /> 11 TOP PLATE TO TOP PLATE,AT END JOINTS (8)16d,EACH SIDE OF END JOINT,FACE NAIL(MINIMUM 24"LAP SPLICE LENGTH EACH SIDE OF END JOINT)
<br /> THE LATEST SIMPSON STRONG-TIE COMPANY,INC.PRODUCTS WERE USED AS A BASIS 12 SILL PLATE TO JOIST,RIM JOIST OR BLOCKING(NOT AT BRACED WALL PANELS) 16d @ 16"O.C.,FACE NAIL uPsrnre roar
<br /> FOR THIS PROJECT. CONNECTORS BY ALTERNATE MANUFACTURERS MAY BE SUBSTITED 13 SILL PLATE TO JOIST,RIM JOIST OR BLOCKING AT BRACED WALL PANELS (3)16d @ 16"O.C.,FACE NAIL 1675
<br /> SPECIAL INSPECTIONS PROVIDED THEY HAVE CURRENT ICC-ESR/IAPMO-ER APPROVAL FOR EQUIVALENT OR D CH.xs—
<br /> GREATER LOAD CAPACITIES.ALL FASTENERS AND CONNECTORS SHALL BE INSTALLED 14 STUD TO SILL PLATE (4)Ed,TOENAIL OR(2)16d,END NAIL" JBG amg
<br /> SPECIAL INSPECTIONS SHALL BE PROVIDED AS REQUIRED BY THE BUILDING DEPARTMENT pER THE MANUFACTURER'S INSTRUCTIONS. 15 TOP PLATE TO STUD (2)16d,END NAIL
<br /> AND IBC SECTION 1704. THE OWNER SHALL BE RESPONSIBLE FOR RETAINING ANY —SIOND-E DESCRIIM N.
<br /> SPECIAL INSPECTORS REQUIRED.ALL SPECIAL INSPECTION REPORTS SHALL BE NAILS AND STAPLES TO CONFORM TO IBC 2303.6"NAILS AND STAPLES."ALL NAILING TO 16 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS (2)16d,FACE NAIL 5/2/2023 VERSION 1
<br /> PROVIDED TO THE FOR AS APPLICABLE.SEE CONCRETE SECTION FOR MORE ON SPECIAL BE PROVIDED PER TABLE 2304.10.1(PROVIDED BELOW).ALL NAILS SPECIFIED SHALL BE 17 1"BRACE TO EACH STUD AND PLATE (2)8d,FACE NAIL
<br /> INSPECTIONS. COMMON,UNO. 18 1"x 6"SHEATHING OR LESS TO EACH BEARING (2)8d,FACE NAIL
<br /> SPECIAL INSPECTIONS AND TESTS OF SOILS PBC 1705.E COMMON NAILS 19 1"x 8"AND WIDER SHEATHING TO EACH BEARING (3)8d,FACE NAIL
<br /> VERIFICATION AND INSPECTION FREQUENCY REFERENCES
<br /> MWINU-1 PEAMDIC SIZE LENGTH DIAMETER 20 JOIST TO SILL TOP PLATE OR GIRDER (3)8d,TOENAIL aPPaovus
<br /> VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE 21 RIM JOIST,OR BLOCKING TO TOP PLATE,SILL OR OTHER FRAMING BELOW 8d @ 6"O.C.,TOENAIL
<br /> ADEQUATE TO ACHEIVE THE DESIGN BEARING CAPACITY X 8d 2'/i 0.131" 22 1"x 6"SUBFLOOR OR LESS TO EACH JOIST (2)Ed,FACE NAIL
<br /> VERIFY EXCAVATIONS EXTEND TO PROPER DEPTH AND 10d 3" 0.148" 23 2"SUBFLOOR TO JOIST OR GIRDER (2)16d,BLIND AND FACE NAIL
<br /> HAVE REACHED PROPER MATERIAL X 16d 31/; 0.162" 24 2"PLANKS(PLANK&BEAM-FLOOR&ROOF) (2)16d,EACH BEARING,FACE NAIL
<br /> PERFORM CLASSIFICATION AND TESTING OF COMPACTED 25 BUILT-UP GIRDERS AND BEAMS,2"LUMBER LAYERS 20d @ 32"O.C.,FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES AND(2)20d AT ENDS OF EACH SPLICE
<br /> FILL MATERIALS X t6d SINKER T/q' 0.148" 26 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS (3)16d,EACH JOIST OR RAFTER,FACE NAIL
<br /> VERIFY USE OF PROPER MATERIALS,DENSITIES AND LIFT 27 JOIST TO RIM JOIST (3)16d,END NAIL
<br /> THICKNESSES DURING PLACEMENT AND COMPACTION OF X 28 BRIDGING OR BLOCKING TO JOIST (2)Ed,EACH END,TOENAIL GITYh ERET
<br /> COMPACTED FILL
<br /> PRIOR TO PLACEMENT OF COMPACTED FILL,OBSERVE 'USE(4)16d END NAIL STUDS TO TOP AND SILL PLATES AT 2x10 STUDS - �; IT
<br /> SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED X
<br /> PROPERLY.
<br /> so
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