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<br /> GENERAL STRUCTURAL NOTES 4.ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING 2.FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH. 7. WOOD TRUSSES r- ''•
<br /> (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ONTHE FIANs.) CONCRETE. - WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER,LATEST EDITION. TRUSSES ARE TO BE METAL PLATED CONNECTED WOOD TRUSSES FABRICATED IN General Notes..
<br /> FURNISH TO THE FOLLOWING MINIMUM STANDARDS: ACCORDANCE WITH THE BC.
<br /> • A. GENERAL 5.ALL ABANDONED FOOTINGS,UTILITIES,ETC.THAT INTERFERE WITH NEW
<br /> CONSTRUCTION SHALL BE REMOVED. MEMBER 512E SPECIES GRADE MIN.BASIC DESIGN TRUSS FABRICATOR TO PROVIDE ALL REQUIRED BRIDGING AND ELOCKINO,BOTH
<br /> 1.ALL.MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL 6.CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL - - STRESS FOR ERECTION AND PERMANENT LOADING.SHOP DRAWINGS STAMPED BYA C�R91 EAsd�'
<br /> CONFORM TO THE DRAWINGS.SPECIFICATIONS.AND THE INTERNATIONAL JOISTS AND RAFTERS. 2x-3x or Pb-875 PSI WASHINGTON STATE LICENSED PROFESSIONAL ENGINEER SHALL BE SUBMITTED TO 6 f �/5
<br /> BUILDING CODE(IBC),2015EbITION AS AMENDED BY LOCAL JURISDICTION. CRIBBING,SHEATHING,AND SHORING.REQUIRED TO SAFELY RETAIN
<br /> EXCAVATIONS. - THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.DESIGN CRITERIA SHALL y Iak*f"a
<br /> 2.STRUCTURAL DRAWINGS SHALT-NE USED IN CONJUNCTION WITH JOISTS AND RAFTERS: 4x OF#1 Pb=1000 PSI. MEET OF EXCEED THE FOLLOWING: ill
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<br /> ARCHITECTURAL.DRAWINGS FOR BIDDING AND CONSTRUCTION.CONTRACTOR 7.BACKFILL BEHIND ALL WALLS WITH WELL DRAINING,GRANULAR FILL ROOF TRUSSES:TOP CHORD 25 PSF LL,15 PSF DL ��
<br /> SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL MATERIAL,.AND PNOVIOEPERFORATED PIPE DRAINS AS DESCRIBED IN THE BEAMS AND STRINGERS: 6x-LRGR. DF#1 F6=1350 PSI BOTTOM CHORDSP5F DL r
<br /> ry, - SOILS REPORT.BACKFILL BEHIND WALLS SHALL NOT BE PI ACED BEFORE THE
<br /> NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.SEE DEFLECTION LIMIT TOTAL LOAD L240,LIVE LOAD Lf360
<br /> ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WALL IS PROPERLY SUPPORTED BY THE FLOOR SLAB,OR TEMPORARY BRACING. POSTS AND TIMBERS 6x-LRGR. OF#1 Fc=7000 PSI
<br /> '9a �$
<br /> ALL FOOTINGS SHALL BE CENTERED BELOW CENTERLINE OF COLUMNS OR WALLS OTHER LOADS SPECIFIED ON DRAWINGS. A2gy )x"
<br /> WINDOW OPENINGS.EOUS SEE MECHANICAL-DRAWINGS OP ININGS. INGS FOR SIZE AND LOCATION OF /DONE T'
<br /> MISCELLANEOUS MECHANICAL OPENINGS. ABOVE,UNLESS NOTED OTHERWISE. TOP AND BOTTOM-P AT
<br /> 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND D. CONCRETE SHEARWALLS&BEARING WALLS: DE#2 Fb=1000 PSI TRUSS SUPPLIERS NOTE
<br /> THE METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE TRUSSCONFIGURATIONS,INCLUDING DEPTHS AND MEMBER SIZES,SHOWN ON
<br /> HIS WORK.STRUCTURAL DESIGN OF THE BUILDING IS BASED ON RESISTANCE 1.ULTIMATE STRENGTH DESIGN PER INTERNATIONAL BUILDING CODE AND STUDS,PLATES,& - THE DRAWINGS INDICATE THE DESIRED TRUSS CONFIGURATIONS AND ARE TO BE
<br /> TO DEAD LOADS,CODE SPECIFIED LATERAL LOADS,AND MAXIMUM EXPECTED ACI 318-14 MISC.LIGHT FRAMING: DF#2 Fb=875 PSI COMPLIED WITH WHERE POSSIBLE.IF A TRUSS MANUFACTURER IS UNABLE.TO
<br /> SERVICE LOADS NO CONSIDERATION HAS SE-EN GIVEN TO LOADS WHICH WILL 2.CONCRETE FOR FOOTINGS AND SLABS-ON-GRADE SHALL CONFORM TO A 28- MEET THE LOAD REQUIREMENTS SPECIFIED WITH THE TRUSS CONFIGURATION
<br /> EIS SATISFACTION
<br /> A ISF BY ERECTIONNHISELF AND TE:W E R.CONTRACTORIVY OF THE VERIFY,TO DAY STRENGTH OF Pc=2500 PSI,SHALL CONTAIN NOT LESS THAN.8.112 INDICATED,HE IS TO SUBMIT WRITTEN NOTICE TO THAT EFFECT TO THE ARCHITECT.
<br /> THE CT RE TOIREI OF HIMSELF
<br /> CTI THE N LOADS WI THE ABILITY I SACKS OF CEMENT PER CUBIC YARD,AND SHALL BE PROPORTIONED TO PRODUCE ALL LUMBER WITH A LEAST DIMENSION OF 2°(NOMINAL)SHALL BE IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND TRUSS
<br /> ALLOWABLE TO RESISTALLTHE T MATERIALS USED.
<br /> WHi`E%ERECTIONNG THE A SLUMP OF N OR LESS.CONCRETE EXPOSED YO EARTH OR WEATHER SHALL HAVE A STAMPED SURFACE-DRY AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED MANUFACTURER TO VERIFY THE WEIGHT AND LOCATIONS OF ALL MECHANICAL
<br /> ALLOWABLE STRESSES STRUCTURE,UE MHE CON S ACTO.WHALE ERECTION(GADS W10ULD AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT.LUMBER WITH A LEAST
<br /> DOCUMENSSTHE MPOTHEING CONTRACTOR SHALLSUBMIT DESIGN 28-DAY OF Cc 3000p 1. - - ENGINEER PRIOR RECORD SUBMITTINGSHOP DRAWINGSTDTILETED ABOVE SHA
<br /> DORICATONAND EECTION DRAWINGS.T THE ANC ITECIT FORR NEW. - ANDARDNIF TOA4'MOIST RER ONTENT SF MOERE THAN19S PERCE-GREEN APP IE MSLR REVIEW.THE DESIGN LOADS LISTED ABOVE SHALL BE
<br /> ES DOCUANDS SHAD.NDRAWIE SE:LANDEIGNAT RE FOR THE MINIMUM AMOUNTSOF EE DESIGN
<br /> SIGAMI IS SUBM rEo AMOUNTS OF WATER MAY AND INFRA IMOTHE STRUCTURE.CONTENT OF NOT MORE THAN 19 PERCENT PRIOR APPLIED SIMULTANEOUSLY.
<br /> THESE ENGINSHALL BEERTAE OF A WASHINGTON.GTO THE O CTER SHALL BE INTER AND IF ACONCRETE OFEICIAL MIX IS APPROVED TO THE TO ITS USE IN FRAMING THE
<br /> STRUCTURAL ALIAND IFNECESARYR MOVEH'TEPO CONTRACTORWA ENGINEEROFCO CRETE.THE LONC,RER APPRORMANOVAL EO IX WEEKS SHALLPR IN TO
<br /> REQUIREIN3TALLANDIFNECESSARYREMOVESUCHTEMPORARYW(MKAS PLACEMENTNFINE THE COARSEAEGEET A AADMIXTURS 3.MOoMILANREAPROVE SHALL BE ASAAS UA 8. WOODFRAMINGTNOTES-THE FOI.LOtNIIVGAPPLY UNLESS OTHERWISE
<br /> REQUIRED. THE S bF CEMENT,FINE AND COARSE AGGREGATES,WATER AND ADMIXTURES AS WELL AS REQUIRE S B APPROVED EQUAL-REQUESTS EVAL FOR APPROVAL EQUALTA ENT SHOWN ON THE PLANS:
<br /> THE WATER- - REQUIRE SUBMITTAL OF NER'NATIONAL EVALUATION REPORTS'EQUIVALENT
<br /> 4.CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO CEMENT RATIO,SLUMP,CONCRETE YIELD AND SUBSTANTIATING.STRENGTH DATA 'TO NER 292 FOR PARALLEL STRAND LUMBER(PSI),OR NER-4BI FOR LAMINATED.. 8.1 ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE
<br /> THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO IN ACCORDANCE WITH.ACP31,8,SECTION 5.3.'CONTRACTOR MAINTAINS RESPONSIBILITY FOR 3TRANDLUMBER(LSL).THE MINIMUM ALLOWABLE DESIGN:VALUES ARE AS FOLLOWS: CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING
<br /> FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS ONLY SPECIFIED PERFORMANCE OF CONCRETE PRODUCTS. - CODE.MINIMUM NAILING,UNLESS OTHERWISE NOTED,SHALL CONFORM TO
<br /> WILL NOT SATISFY THIS REQUIREMENT. ALL CONCRETE EXPOSED TO FREEZING TEMPERATURES WHILE CURING AND PSL-Fb 2900;FY=290 PSI;E=2,000,000 PSI TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE.COORDINATE THE
<br /> ALL CONCRETE PERMANENTLYEXPOSED TO WEATHER SHALL BE AIR-ENTRAINED LSL-Fb==2,250;Fv=400 PSI;.E=1,500,000 PSI SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL
<br /> 5.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WITH AN AIR-ENTRAINING AGENT CONFORMING TO113C SECTION 1E04,2.TOTAL DRAWINGS.
<br /> WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED.BUT ARE OF SIMILAR AIR CONTENT SHALL BE IN ACCORDANCE WITH'TABLE 1904.2.1 OF THE INTERNATIONAL 4-SHEATHING SHALL BE APA PERFORMANCE RATED PANELS PER APA
<br /> CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE BUILDING CODE. - - 'PLYWOOD DESIGN SPECIFICATION,INCLUDING APPLICABLE SUPPLEMENTS,- 8.2 WALL FRAMING:ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL Be
<br /> USED,SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECTAND THE - UNLESS NOTED OTHERWISE.PLYWOOD PANELS SHALL BE GRADE CD AND ALSO 2x4 STUDS 0 16°00AT INTERIOR WALLS AND 2x8 STUDS a 16'AT EXTERIOR WALLS,TWO
<br /> STRUCTURAL ENGINEER. NO ADMIXTURES,OTHER THAN FOR AIR-ENTRAINMENT AS NOTED ABOVE, CONFORM TO b0C PS-1&PS-2.ALL PANELS SHALL BE IDENTIFIED AS STUDS MINIMUM SHALL BE PROVIDES AT THE END OF ALL WALLS AND AT EACH BIDE OF ALL
<br /> SHALL BE USED WITHOUT PRIOR REVIEW BY THE STRUCTURAL ENGINEER, EXPOSURE I UNLESS NOTED OTHERWISE.PANEL RATING TO BE AS FOLLOWS OPENINGS AND UNDER THE ENDS OF ALL BEAMS.UNLESS NOTED OTHERWISE A(2)2x8
<br /> 6.ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS UNLESS NOTED OTHERWISE: - HEADER SHALL BE PROVIDED OVER ALL OPENINGS IN 2x4 STUD WALLS AND A 3 2E3
<br /> TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING ALL CONCRETE IN ELEVATED STRUCTURAL SLABS AND BEAMS SHALL BE ()
<br /> MANUFACTURING,DELIVERY,HANDLING,STORAGE AND ERECTION IN ACCORDANCE POURED MONOLITHICALLY UNLESS SHOWN OTHERWISE OR APPROVED BY THE 91 'THICK;32/16,(OR SIB'THICK,32fi6 HEADER OVER ALL OPENINGS IN 2x6 WALLS.SOLID BLOCKING FOR WOOD COLUMNS SHALL BE
<br /> ROOF: 132
<br /> WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. ENGINEER PRIORI°PLACEMENT. ) PROVIDED THROUGH FLOORS TO SUPPORT BELOW.PROVIDE CONTINUOUS SOLID BLOCKING AT
<br /> WALLS: 15/32"THICK,32/16,(OR 12'THICK,2415) MID-HEIGHT OF ALL STUD'WALLS OVER E IN HEIGHT.
<br /> 7,INSPECTIONS:INSPECTIONS OF THE WOOD FRAMING,THE STEEL RESAT(AND 3.REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM. FLOORS: 23P22'(OR 314")THICK,TONGUE&GROOVE,48/24
<br /> WOOD FORMS FOR CONCRETE FOOTINGS&FOUNDATIONS,AND CONCRETE SLABS WEIS(INCLUDING SUPPLEMENT SI),GRADE 60,.ly=60,000 PSI. ALL STUD WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL HAVE THEIR
<br /> ARE REQUIRED PER IBC SECTION 104.3. - EXCEPTIONS:ANY BARS SPECIPICALLY NOTED ON TIME DRAWINGS AS UNLESS NOTED OTHERWISE ON THE PLANS,ROOF AND FLOOR SHEATHING LOWER PLATES ATTACHED TO WOOD FRAMING BELOW WITH 18d NAILS AT 12"Oc
<br /> GRADE 40,Ty•40,000 PSI - SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH STAGGERED OR BOLTED TO CONCRETE WITH 518'DIAMETER ANCHOR
<br /> 10d NAILS W Vac TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON BOLTS AT 4,0'00,EMBEDED 7',UNO REFER TO THE STRUCTURAL PLANS AND SHEAR WALL
<br /> 8.PRE-MANUFACTURED;PRE-ENGINEERED STRUCTURAL COMPONENTS SHALL WELDED WIRE FABRIC:ASTMA82 AND ASTM A185,SPLICE WITH AT LEAST ONE PLANS ANDS 12'oc(1(Poe AT FLOORS)TO INTERMEDIATE SUPPORTS SCHEDULE FOR REQUIRED SHEATHING AND NAILING. - , -
<br /> -
<br /> BE DESIGNED BASED ON THE CRITERIA PRESENTED IN THE CONTRACT -FULL MESH.PLACE AT MIDDEPTH,OR SUGHTLY ABOVE,OF SLAB.MATERIAL PROVIDE APPROVED SHEATHING EDGE CLIPS 816°oc AT UNBLOCKED ROOF
<br /> DOCUMENTS.THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE TOSE SUPPLIED IN PLAT SHEETS. - SHEATHING EDGES.ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED - 8.3 FLOOR AND ROOF FRAMING:PROVIDE DOUBLE JOISTS.UNDER ALL _
<br /> CONFORMANCE,TEMPORARY AND PERMANENT BRACING AND ALL NECESSARY - TONGUE-AND-GROOVE JOINTS AND SHALL SE SUPPORTED WITH SOLID BLOCKING. PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS _.
<br /> CONNECTIONS.INCLUDING CONNECTIONS TO DIEAN PRIMARY STRUCTURE,NOT 4.REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS D BENDS) TOENAIL BLOCKING TO SUPPORTS WITH IBd NAILS,UNLESS NOTED OTHERWISE. OTHERWISE NOTED.PROVIDE BRIDGINGQA-Woc AND SOLID BLOCKING.AT -
<br /> SPECIFICALLY CALLED OUT 014 THU ARCHITECTURAL OR STRUCTURAL DRAWINGS. IN ACCORDANCE WITH ACj 315-02.LAP ALL CONTINUOUS REINFORCEMENT PER _ ALL BEARING POINTS,COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS , - , - ,
<br /> SHOP DRAWINGS.SHALL INDICATE THE MAGNITUDE AND DIRECTION OF ALL LOADS NOTE D.S.PROVIDE.CORNER BARS AT ALL WALL INTERSECTIONS.LAP CORNER UNLESSNOTED OTHERWISE ON THE PLANS,WALL SHEATHING MAY BE LAID WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. No. 8e.=um/twe Dee
<br /> IMPOSED ON THE PRIMARY STRUCTURE.SHOP DRAWINGS AND CALCULATIONS BARS PER NOTE D.S.LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM UP HORIZONTALLY OR VERTICALLY,UNSUPPORTED EDGES SHALL BE BLOCKED AND
<br /> SHALL BE SUBMITTED AS NOTED PREVIOUSLY. - OF 8"AT SIDES AND ENDS. ALL EDGES SHALL BE NAILED WITH 10d 5(0}WOo,NAIL WITH 10d®12'oe AT TOENAIL JOISTS TO BEARING SUPPORTS WITH 16d NAILS.UNLESS NOTED - ' -
<br /> INTERMEDIATE SUPPORTS,NAIL SHEAR WALL SHEATHING TO ALL HOEDOWN. OTHERWISE,ATTACH JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON'LE
<br /> S. DEMON CRITERIA 5.REINFORCING STEEL LAPS AND EMBEDMENT SHALL AS NOTED BELOW, STUDS USING EDGE NAIL SPACING WHEN HOLD(JWN.STUD DOES NOT OCCUR AT SERIES METAL JOISTHANOERS TO SUIT JOIST SIZE,ALL DOUBLE JOISTS,
<br /> J UNLESS NOTED OTHERWISE: - PANEL EDGES. BEAMS,AND SLOPED AND/OH SKEWED JOISTS SHALL BE CONNECTED TO FLUSH
<br /> 1.DESIGN LOADS DEVELOPMENT LENGTH 48 BAR DIAM.. SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE MEMBERS WITH HUSERIES JOIST HANGERS UNLESS NOTED OTHERWISE.SKEW AND
<br /> DEVELOPMENT LENGTH,WENT' 64 BAR DIAM. THE SURFACE OF THE SHEATHING, SLOPE ALL CONNECTORS AS REQUIRED.FACE-NAIL ALL MULTI-JOIST BEAMS
<br /> ROOF LIVE LOAD -25 PSF (SNOW,Pt) TOGETHER WITH 18d SPIKES24°0o STAGGERED.
<br /> RESIDENTIAL LIVE LOAD 40 PSF LAP SPLICE LENGTH 64 BAR DIAM. 5.ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY 8.4 NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES
<br /> LAP SPLICE LENGTH,top bar 80 BAR DIAM. SHALL BE PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE.PROVIDE IN SIZES AND TYPES AS FOLLOWS,UNLESS NOTED OTHERWISE:
<br /> WIND(IBC SIMPLIFIED) 110 MPH,EXPOSURE"B',KA=1.0 TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED
<br /> EARTHQUAKE(ASCE) SOIL CLASS 0 'TOP SAPS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN LEDGERS,BLOCKING,ETC.AND CONCRETE OR MASONRY,ALL. METAL PNEUMATIC NAILING-PLAIN SHANK,COATED OR GALVANIZED
<br /> SEISMIC USE GROUP 1(le=1.0) 12'OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR CONNECTORS TO PRESSURE TREATED LUMBER SHALL BE HOT DIP 8d=131 DIAMETER x 2-12"MINIMUM LENGTH
<br /> SEISMIC DESIGN CATEGORY 0 GALVANIZED,INCLUDING WASHERS,NAILS,SCREWS,AND SIMPSON STRONG-TIE 10C=.1ST DIAMETER x 3' MINIMUM LENGTHTO
<br /> S9 a 1.3899pg S1=6.620g Sms=1,36 -ALL HOOKS SHALL BE"STANDARD'IN ACCORDANCE WITH ACI318. HANGERS.STRAPS,AND PLATES,AND BOLTS LESS THAN 12"DIAMETER. Cl)
<br /> Sds=0.9120h Sd1=0 520 5m1 O 0.780g- REINFORCING SHALL NOT BE TACK WELDED. 16,1=.131 DIAMETER x 3-12°MINIMUM LENGTH t�
<br /> SEISMIC COEFFICIENT,Cs=0.140(ULTIMATE)' S.NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS;JOIST HANGERS HAND HALTING"SINKERS,COATED ,�� yL r .
<br /> 6.CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL SE AS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS AND 1AII G'SINKERS. Z �..�
<br /> FOLLOWS: MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY,SAN LEANDRO,.
<br /> " CALIFORNIA.EQUIVALENT DEVICES By OTHER MANUFACTURERS MAYBE 10d=11 GAGE x 2.7/8"ALLOWABLE SOIL PRESSURE 2000 PSF Al 1'-6'DEPTH FOOTINGS AND OTHER UNFORMED SURFACES,EARTH FACE 3' SUBSTITUTED,PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER 16d=9 GAGE x 3.1/4' r..-r
<br /> FORMED SURFACES EXPOSED TO EARTH(I a WALLS - LOAD CAPACITIES.SUBMIT MANUFACTURER'S CATALOG AND ICC REPORTS TO FORMED SURFACES
<br /> EXPOSE TO - 2" ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING SUBSTITUTIONS. W
<br /> r ALL SPECIFIED FASTENERS MUST BE USED AND PROPER INSTALLATION Q E.,
<br /> 2.LATERAL RESISTANCE SYSTEM SHEATHED EARINGWALLS,ASCE7-10 SLABS AND WALLS(INTERIOR FACE). 11/2' PROCEDURES MUST BE OBSERVED IN ORDERTO OBTAIN ICCAPPROVED LOAD SPECIAL CONDITIONS: Q [a.,,n e
<br /> RESPONSE MODIFICATION FACTOR,R=6.5 --- - CAPACITIES.VERIFY THAT THE DIMENSIONS OF THE SUPPORTING.MEMBER ARE CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN THE FIELD. //��
<br /> 7.CONCRETE WALL REINFORCING-PROVIDE THE FOLLOWING UNLESS SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS, M-I [-
<br /> DETAILED OTHERWISE: - - OBTAIN OWNERS APPROVAL PRIOR TO ALL FIELD CHANGES.SEE ARCHITECTURAL Z
<br /> FOUNDATION
<br /> STRUCTURAL CONNECTORS DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, Z EE 1--
<br /> C. FOUNDATION 6'WALLS#4 6E1E'HORIE#4 W 18"VERTICAL 1 CURTAIN @ CENTER FLOOR AND WALL FINISHES,ETC. O v
<br /> 8'WALLS#4 d9 12"HORIZ#4 VI 12"VERTICAL T CURTAIN Q CENTER ALL STRUCTURAL CONNECTORS TO BE BY SIMPSON STRONG TIE OR EQUAL USE < W tN S
<br /> �1
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<br /> 1.FOUNDATION EXCAVATION,BACKFILL AND COMPACTION SHALL CONFORM TO 8. EPDXY GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROU7ED,WR 2MAXMDG HOT DIPPED GALVANIZED OR STAINLESS STEEL CONNECTORS AS A
<br /> H MINIMUM.USE FASTENERS GALVANIZED PER ASTM A153.-ALL PRESSURE TRATED - ram-,-
<br /> SPECIFICATION REQUIREMENTS.THIS CONSTRUCTION WORK,INCLUDING SIMPSON SET ADHESIVE BY SIMPSON STRONG TIE,PER ER-5729,FOLLOWING - w
<br /> DRAINAGE,SHORING AND SUCH OTHER RELATED WORK AS REQUIRED,SHALL BE MANUFACTURER'S INSTALLATION INSTRUCTIONS. LUMBER USED SHALL SE COMPATIBLE WITH ZMAX GALV.CONNECTORS,RE: ) V -
<br /> CONDUCTED BY THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION OF SIMPSON STRONG-TIE CORROSION INFORMATION. -
<br /> THE GEOTECHNICAL ENGINEER.
<br /> 2.FOOTINGS SHALL BEAR ON SOU()UNDISTURBED EARTH(CONTROLLED, - E. CARPENTRY - W
<br /> COMPACTED STRUCTURAL FILL QRBOTH)AT LEAST 18'BELOW LOWESTADJACENTZ
<br /> FINISHED GRADE.MATERIAL TO BE COMPACTED TO 95%MINIMUM OF MAXIMUM 1.GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH
<br /> DRY DENSITY AS DETERMINED BY ASTM 01557, ANSI STANDARD A190.1.EACH MEMBER SHALL BEAR AN AITC DR APA EWS
<br /> IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA EWS
<br /> 3.FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS CERTIFICATE OF CONFORMANCE.ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS
<br /> INCREASED AT EACH INTERFACE WITH SOIL FIR COMBINATION 24F-V4,Fb=2,400 PSI,Fv=240 PSI.ALL
<br /> CANTILEVERED BEAMS SHALL SE DOUGLAS FIR COMBINATION24F-VH,Fb=2400
<br /> PSI,FY=240 PSI:CAMBER ALL CLULAM BEAMS TO 2,06(Y RADIUS',UNLESS
<br /> SHOWN OTHERWISE ON THE PLANS.
<br /> HOLD DOWN SCHEDULE -
<br /> - HD&ANCHOR ROD PER COMPRESSION STUDS/POST
<br /> PLAN,ATTACH PER HD PER HD SCHEDULE
<br /> ANCHOR SCHEDULE
<br /> Pt `,
<br /> MIN BUNDLED HD ATTACHMENT �ESIGN
<br /> HD TYPE TO BUNDLED P t SILL PER PLAN PROVIDE PANEL EDGE NAILS V
<br /> SHEATHING&NAILING MULTIPLE JOISTS STUDlPOST 3TUD(POST 8SW 8CHEDULE, AT EACH COMPRESSION STUD ,u
<br /> PER SHEAR mu. OR SOLID BLOCKING TO STEM WALL TO FOOTING - ATTACHMENT PER PLAN AND(2)ROWS PANEL EDGE- no ` N
<br /> ,BEND AROUND
<br /> SCHEDULE SAME THICKNESSlik,
<br /> _ NAILS AT TESTIS ,■
<br /> STUDS PER PLAN AS POSY ABOVE ' � T ` -I DTT2Z -2)So ..-_. (8)SDS 1/4'k212' p /� S
<br /> _ rv^12"0 ANCHOR, #bxfi-0'EACH SIDE OF q�CONS�:�a'jr a��
<br /> 2-2x STUDS �'v+-,4% � __-. __-_. �5/8'O ANCHOR BED P INTO O, ANCHCANNER AS REQUIRED /� BBp@g811111111
<br /> SEND OF HEAR WALLL PER ,/ - �r' HDU2 2 2x a SOS 1/4"x2/2' SSTB78 EMBED 9"INTO.FAG. A IL J _
<br /> SHEAR WALL ilk-. �III� HDU4 2)2x NO)SDS 1/4EG 12' SSTB24 p c_
<br /> Ea
<br /> SCHEDULE �� __� EMBED 9 ONTO G- m ci ®�I� . n'L TEL uar
<br /> �I HOEDOWN PER PLAN ��-� HDU5 2)2% (14)SOS 114N2.Ur SB 5Bx24 5/8"0 ANCHOR, w j w ®�RIMII�II® ex.,.�
<br /> CENTERLINE OF STUD EMBED 9"INTO FTC. a�
<br /> TOP OF CONCRETE- W/ALL•THREAD S5T828 ON 8" 7!8"0 ANCHOR m 0 t0 -
<br /> EMEDDEDPER PLAN: HOPS- 3)2% (20)SD5114"#12' STEM HALL-. `EMBEDI2"INTO FIG: ; _ y� x
<br /> HDUt1 6X8OR4x8 (30)3DSIH'0212' 1.0 ANCHOR, I G.WOLFKILL
<br /> �.2x PRES&URE•TREATED _ EMBEDI2`INTO FTC. _ -
<br /> ' ° SILL' PLATE... - , 2
<br /> II HOU'4 6x6.09455 (3EISDSi/4"x212• 1°BANCHOR, 25APRIL2A(4
<br /> EMSBD12"INTO FTC. _I' i.tedy
<br /> (B(1'OTHRU.BOLTS t 1/4'OANCHOR, i- ( 1(I 16
<br /> " HO19 e%B OR 4x8 PER DETAIL 7/S3.1 -- EMBEDI4•INTO FTC. "
<br /> O
<br /> NOTES: E' 8` THICKEN FTC,AS REQUIRED �'""e s,..,
<br /> 1.)ANCHOR BOLTS SHALL BE A307 ALL-THREAD W/STANDARD CUT PLATE WASHER AND - 2018-06
<br /> DOUBLE NUT OR EQUIVALENT SIMPSON PAS. - MIN. ATANCHOR TO ACHIEVE SO1J.
<br /> 2.)ATTACH MULTIPLE 2%STUDS WOTIt(2)18t1N 6"oc. REQUIRED EMBED DEPTH 2018-06
<br /> TYPICAL HOLDDOWN DETAIL^^FOUNDATION AND FRAMED FLOOR 3,)SOME HOLD DOWN TYPES MAY NOT BEUSED. HOLD DOWN SCHEDULE& >_
<br /> DETAIL AT THICKENED FOOTING
<br />
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