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HomeMy WebLinkAboutStructural Engineering12ABCDENFOUNDATION STRENGTHENING PLANSCALE: 1/8" = 1'-0"PLAN LEGEND:·INDICATES (E) CONCRETE STEM WALLFOUNDATION NOTES:1.SEE SHEET S0.1 FOR GENERAL STRUCTURALNOTES, SYMBOLS AND ABBREVIATIONS2.DO NOT SCALE FROM DRAWINGS. ALL DIMENSIONSSHALL BE PROVIDED BY MANUFACTURER ASREQUIRED TO INSTALL EQUIPMENT.3.EXISTING CONDITIONS ARE SHOWN WITH NOGUARANTEE OF ACCURACY. FIELD VERIFYEXISTING DIMENSIONS AND CONDITIONS ASREQUIRED PRIOR TO WORK. NOTIFY THE EOR IFCONDITIONS DISCOVERED IN THE FIELD DIFFERFROM THOSE DEPICTED IN THE CONSTRUCTIONDOCUMENTS.4.VERIFY DIMENSIONS OF ALL NEW CONSTRUCTIONWITH ARCHITECTURAL AND MECHANICALDRAWINGS PRIOR TO WORK.5.4. TOP OF SLAB ELEVATION IS ASSUMED TO BE100'-0" UNLESS OTHERWISE NOTED.·INDICATES (N) WALL ABOVE·INDICATES (N) CONCRETE STEM WALL·INDICATES (E) CONCRETE FOOTING·INDICATES (N) CONCRETE FOOTING(N) 8" CONC STEM WALL W/#4 @ 18" OC (VERT) &#4 @ 18" OC (HORIZ)(E) 4'-6" x 12" DEEP FTG(VERIFY SIZE IN FIELD),TYP (10) PLACES TOTALT.O.S.100'-0"TO (E) WALL100'-4"TO (E) WALL102'-4"TO (E) WALL102'-4"TO (E) WALL100'-4"TO (E) WALL102'-4"BO (E) FTG96'-4"TO (E) WALL102'-4"S S S STO (E) WALL100'-4"TO (E) WALL102'-4"TO (E) WALL100'-4"TO (E) WALL102'-4"TO (E) WALL102'-4"(N) FDN BYFDN ENGINEER6" CONC SLAB-ON-GRADEW/ #4 BARS @ 16" OCEACH WAYTO (E) WALL102'-4"W18x60 COLMAX COMP = 27 KIPSMAX UPLIFT = 13 KIPS114"Ø X-BRACE W18x60 COLMAX COMP = 32 KIPSMAX UPLIFT = 10 KIPSW18x60 COLMAX COMP = 22 KIPSMAX UPLIFT = 5 KIPSW18x60 COLMAX COMP = 32 KIPSMAX UPLIFT = 10 KIPSW18x60 COLMAX COMP = 27 KIPSMAX UPLIFT = 13 KIPSW18x60 COLMAX COMP = 32 KIPSMAX UPLIFT = 13 KIPSW18x60 COLMAX COMP = 18 KIPSMAX UPLIFT = 13 KIPS6" CONC SLAB-ON-GRADEW/ #4 BARS @ 16" OCEACH WAYW18x60 COLMAX COMP = 27 KIPSMAX UPLIFT = 13 KIPSW18x60 COLMAX COMP = 32 KIPSMAX UPLIFT = 13 KIPS 6x6 POST MAXCOMP = 9 KIPS 6x6 POST MAXCOMP = 9 KIPS 6x6 POST MAXCOMP = 9 KIPS(N) FDN BY FDNENGINEERCONC GRADEBEAM BYFDN ENGINEERTYPCONC GRADEBEAM BYFDN ENGINEERTYPREINF CONC SLAB BYFDN ENGINEER (8" MIN)LL = 125 PSF (ASD)REINF CONC SLAB BYFDN ENGINEER (8" MIN)LL = 125 PSF (ASD)REINF CONC SLAB BYFDN ENGINEER (8" MIN)LL = 125 PSF (ASD)T.O.S.100'-0"T.O.S.100'-0"HSS6x6x14HSS6x6x14HSS6x6x14HSS6x6x14HSS6x6x14HSS6x6x14HSS6x6x14HSS8x8x14HSS8x8x14MAX COMP = 22 KIPSMAX UPLIFT = 15 KIPSHSS8x8x14MAX COMP = 46 KIPSMAX UPLIFT = 9 KIPSHSS8x8x14MAX COMP = 46 KIPSMAX UPLIFT = 9 KIPSHSS8x8x14MAX COMP = 46 KIPSMAX UPLIFT = 9 KIPS2S5.1TYP7S4.1TYP8S4.1TYP1S5.1TYPHSS8x8x14MAX COMP = 58 KIPSMAX UPLIFT = 9 KIPSHSS8x8x14MAX COMP = 58 KIPSMAX UPLIFT = 9 KIPSHSS6x6x14HSS8x8x14MAX COMP = 29 KIPSMAX UPLIFT = 5 KIPSHSS8x8x14MAX COMP = 29 KIPSMAX UPLIFT = 5 KIPSHSS6x6x14(N) 8" CONC STEM WALL W/#4 @ 18" OC (VERT) &#4 @ 18" OC (HORIZ)NOTE:FOUNDATION AND SLAB DESIGN ARE CONCEPTUALIN NATURE.DESIGN OF FOUNDATION ELEMENTSARE DEFERRED PENDING THE COMPLETION OF AGEOTECHINCAL SOILS REPORT. COORDINATEFOUNDATION DESIGN WITH EOR. ALL FOUNDATIONLOADS PROVIDE ARE ASD.114"Ø X-BRACE 114"Ø X-BRACE114"Ø X-BRACE 10S4.111S4.1TYP ATSTAIRS(N) 2x6 @ 16" OCWOOD STUDWALL ABOVE 2S5.1TYPC10x15.3STRINGERC10x15.3STRINGERC10x15.3STRINGERC10x15.3STRINGERHSS8x8x14MAX COMP = 58 KIPSMAX UPLIFT = 9 KIPS9S5.1 6x6 POST MAXCOMP = 9 KIPS(N) FDN BY FDN ENGINEER 9S4.1(N) 2x6 @ 16" OCWOOD STUDWALL ABOVEW18x60 COLMAX COMP = 27 KIPSMAX UPLIFT = 13 KIPS800Z250-118 HORIZ Z-GIRTSABV @ 6'-0'' OC MIN800Z250-118 HORIZZ-GIRTS ABV@ 6'-0'' OC MIN800Z250-118 HORIZ Z-GIRTSABV @ 6'-0'' OC MIN800Z250-118 HORIZZ-GIRTS ABV@ 6'-0'' OC MINWOOD FIRED BOILER PLANT CITY OF NENANA NENANA, AK21-06-209CHECKED BY:DRAWN BY:DATE:REVISIONSPROJ. #:7.12.21▪ C:\Users\tho\ShareFile\Favorites\21-06-209 - Nenana Biomass\04 - drafting\S2.1 - FOUNDATION STRENGTHENING PLAN.dwg Printed by: Tony Ho Date: 2021-Jul-23, 4:20 PM SHEET:AKTTH2140 SW JEFFERSON ST, SUITE 100 PORTLAND, OR 97201 ECLIPSE-ENGINEERING.COM (503) 395-1229 PROGRESS SET FOUNDATION STRENGTHENING PLANS2.1 NMEZZANINE STRENGTHENING PLANSCALE: 1/4" = 1'-0"PLAN NOTES:1.SEE SHEET S0.1 FOR GENERAL STRUCTURAL NOTES,SYMBOLS AND ABBREVIATIONS.2.EXISTING CONDITIONS ARE SHOWN WITH NO GUARANTEEOF ACCURACY. FIELD VERIFY EXISTING DIMENSIONS ANDCONDITIONS AS REQUIRED PRIOR TO WORK. NOTIFY THEEOR IF CONDITIONS DISCOVERED IN THE FIELD DIFFERFROM THOSE DEPICTED IN THE CONSTRUCTIONDOCUMENTS.3.3. VERIFY DIMENSIONS OF ALL NEW CONSTRUCTION WITHARCHITECTURAL AND MECHANICAL DRAWINGS PRIOR TOWORK.PLAN LEGEND:·INDICATES EXISTINGCMU WALL BELOW·INDICATES (E) EXISTINGOR (N) NEW HSS COLUMN·INDICATES (E) EXISTING &(N) NEW STEEL FRAME(E)(N)(N)(E)·FUTURE PRE-ENGINEERED STEELCANOPY. SIZE AND LOCATION TBD·INDICATES (3) METALBUILDING WALLSXX·INDICATES SHEARWALLSHEARWALL SCHEDULEWALL SHEATHINGMARKEDGEFASTENERSNOTES:1.PROVIDE STRAP BLOCKING AT HORIZONTAL PANEL JOINTS & SOLIDBLOCKING BETWEEN FIRST (2) END STUDS PER DETAIL 10/S4.2.2.ATTACH STUDS TOP & BOTTOM TRACK PER DETAIL 5/S4.2.FIELDFASTENERS18" GYPSUM BOARD#6 SMS @ 7" OC#8 SMS @ 7" OCFPGPFOUNDATIONANCHORS58"Ø x 512" TITEN HDSCREW ANCHORS@ 48" OC1532" STRUCTURAL 1FIRE RATED PLYWOOD#6 SMS @ 6" OC#8 SMS @ 6" OCRIMFASTENERS#10 SMS @ 12" OC#10 SMS @ 12" OC58"Ø x 512" TITEN HDSCREW ANCHORS@ 48" OCPLAN LEGEND:·INDICATES (N) WALL BELOW·INDICATES (N) WALL ABOVE8S5.26S5.27S5.2114"Ø X-BRACE 114"Ø X-BRACE 114"Ø X-BRACE114"Ø X-BRACE PREFABRICATED ROOFTRUSSES @ 24" OCBMBM5S5.2PREFABRICATED ROOFTRUSSES @ 24" OCH__H__H__H__H__H__H__H__H__H__W18x60W18x60W18x60W18x60W18x60W18x60W18x60W18x60W18x6011S5.1WOOD FIRED BOILER PLANT CITY OF NENANA NENANA, AK21-06-209CHECKED BY:DRAWN BY:DATE:REVISIONSPROJ. #:7.12.21▪ C:\Users\tho\ShareFile\Favorites\21-06-209 - Nenana Biomass\04 - drafting\S2.2 - MEZZANINE STRENGTHENING PLAN.dwg Printed by: Tony Ho Date: 2021-Jul-23, 4:21 PM SHEET:AKTTH2140 SW JEFFERSON ST, SUITE 100 PORTLAND, OR 97201 ECLIPSE-ENGINEERING.COM (503) 395-1229 PROGRESS SET MEZZANINE FRAMING PLANS2.2 12ABCDENROOF FRAMING PLANSCALE: 1/4" = 1'-0"PLAN NOTES:1.SEE SHEET S0.1 & S0.2 FOR GENERAL STRUCTURALNOTES, SYMBOLS AND ABBREVIATIONS.2.EXISTING CONDITIONS ARE SHOWN WITH NO GUARANTEEOF ACCURACY. FIELD VERIFY EXISTING DIMENSIONS ANDCONDITIONS AS REQUIRED PRIOR TO WORK. NOTIFY THEEOR IF CONDITIONS DISCOVERED IN THE FIELD DIFFERFROM THOSE DEPICTED IN THE CONSTRUCTIONDOCUMENTS.3.3. VERIFY DIMENSIONS OF ALL NEW CONSTRUCTION WITHARCHITECTURAL AND MECHANICAL DRAWINGS PRIOR TOWORK.PLAN LEGEND:·INDICATES EXISTINGCMU WALL BELOW·INDICATES (E) EXISTINGOR (N) NEW HSS COLUMN·INDICATES (E) EXISTING &(N) NEW STEEL FRAME(E)(N)(N)(E)·FUTURE PRE-ENGINEERED STEELCANOPY. SIZE AND LOCATION TBD·INDICATES (3) METALBUILDING WALLSXX·INDICATES SHEARWALLSHEARWALL SCHEDULEWALL SHEATHINGMARKEDGEFASTENERSNOTES:1.PROVIDE STRAP BLOCKING AT HORIZONTAL PANEL JOINTS & SOLIDBLOCKING BETWEEN FIRST (2) END STUDS PER DETAIL 10/S4.2.2.ATTACH STUDS TOP & BOTTOM TRACK PER DETAIL 5/S4.2.FIELDFASTENERS18" GYPSUM BOARD#6 SMS @ 7" OC#8 SMS @ 7" OCFPGPFOUNDATIONANCHORS58"Ø x 512" TITEN HDSCREW ANCHORS@ 48" OC1532" STRUCTURAL 1FIRE RATED PLYWOOD#6 SMS @ 6" OC#8 SMS @ 6" OCRIMFASTENERS#10 SMS @ 12" OC#10 SMS @ 12" OC58"Ø x 512" TITEN HDSCREW ANCHORS@ 48" OC114"Ø X-BRACE 114"Ø X-BRACE 114"Ø X-BRACE114"Ø X-BRACE W18x60W18x60W18x60W18x60W18x60W18x60W18x60C9x20 C9x20 C9x20 C9x20 C9x20C9x20C9x20C9x20W18x60W18x60W18x60W18x60W18x60W18x60W18x60W18x60W18x608S5.13S5.19S5.14S5.15S5.1800Z250-97 PURLINS@ 24" OC, TYP11S5.1TYP AT HSS6x6x1/4"12ABCDE12'-6"13'-0"12'-6"13'-0"15/32" PLYWOOD SHEATHING W/ UNBLOCKED PANELEDGES. SCREW W/ #10 SMS AT 6" BN, 2" OC FN15/32" PLYWOOD SHEATHING W/ 43 MIL CHANNELBLKG AT UNSUPPORTED PANEL EDGES. SCREWW/ #10 SMS AT 4" BN, 6" OC EN AND 12" OC FN15/32" PLYWOOD SHEATHING W/ 43 MIL CHANNELBLKG AT UNSUPPORTED PANEL EDGES. SCREW W/#10 SMS AT 2 1/2" BN, 4" OC EN AND 12" OC FNROOF FASTENING DIAGRAMPANEL ORIENTATIONWOOD FIRED BOILER PLANT CITY OF NENANA NENANA, AK21-06-209CHECKED BY:DRAWN BY:DATE:REVISIONSPROJ. #:7.12.21▪ C:\Users\tho\ShareFile\Favorites\21-06-209 - Nenana Biomass\04 - drafting\S2.3 - ROOF STRENGTHENING PLAN.dwg Printed by: Tony Ho Date: 2021-Jul-23, 4:21 PM SHEET:AKTTH2140 SW JEFFERSON ST, SUITE 100 PORTLAND, OR 97201 ECLIPSE-ENGINEERING.COM (503) 395-1229 PROGRESS SET ROOF FRAMING PLANS2.3 TYPICAL CONCRETE CONTROL JOINTSCALE: 3/4" = 1'-0" 1STANDARD HOOKS & BENDS STIRRUPS & COLUMN TIESSCALE: 3/4" = 1'-0" 2SCALE: 3/4" = 1'-0" 3TYPICAL SLAB ON GRADESCALE: 3/4" = 1'-0" 4SCALE: 3/4" = 1'-0" 5SCALE: 3/4" = 1'-0" 6SCALE: 3/4" = 1'-0" 7SCALE: 3/4" = 1'-0" 8SCALE: 3/4" = 1'-0" 9SCALE: 3/4" = 1'-0" 10SCALE: 3/4" = 1'-0" 11DOWEL SIZE & SPACING SHALLMATCH HORIZ WALLREINF SIZE & SPACING, TYP(E) CONC WALL ORCONC PIERDRILL & EPOXY GROUTW/ 6" EMBEDMENTDOWEL SIZE & SPACINGSHALL MATCH FOOTINGREINF SIZE & SPACINGCONC WALLREF PLANFOR REINFSTRUCTURAL FILL COMPACTEDTO MIN 98% STANDARD PROCTORDENSITY (SEE GENERAL NOTES)2'-0" LAPCONC FTGREF PLANFOR REINF4"6"6"2121ELEVATIONSECTIONTOWCOMPRESSIBLE MATERIALOR GASKET BETWEENSERVICE PIPE & SLEEVETOFSERVICE PIPEPIPE SLEEVE ØNO PENETRATIONALLOWED THRU FTGCIP CONCRETE PRISM xFTG WIDTHPIPE SLEEVE 2"ØLARGER THAN SERVICEPIPELARGER PIPE Ø CLRBETWEEN PENETRATIONSOR 3" MIN, WHICHEVERIS GREATER8" CLR TOTOW MINSAW CUTPOUR STOPNOTES:1.CONTRACTOR'S OPTION, SAW-CUT OR POUR STOP.2.REF ARCH'L FOR BELOW SLAB VAPOR BARRIER.3.REF GEOTECHNICAL REPORT FOR BELOW SLAB PREPARATION.4.REF GENERAL NOTES, SHEET S***, FOR SPACING REQUIREMENTS.ISOLATION JOINTTRUE STRAIGHT LINESAWN WITHIN 24 HRSAFTER POUR1x2 CONT KEY OR"BURKE" KEYED COLDJOINT OR EQUALTRUE STRAIGHT LINEISOLATIONJOINT FILLER't'1/4 x 't'(1" MIN)TOSREF PLANEQREFPLANREF GEOTECHNICALREPORT FOR SUBGRADERECOMMENDATIONSVAPOR BARRIERBELOW SLABREF ARCH'LSLAB-ON-GRADE4d OR 212" MIND180°DDD45°45°90°12d dD = 6d FOR #3 THRU #8D = 8d FOR #9, #10 & #11ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPSDDDDDD12d90°ddd6d OR4" MIN135°6d OR4" MIN180°STIRRUPSTIRRUP OR TIED = 4d FOR #3, #4 & #5D = 6d FOR #6, #7 & #8dDD135°90°dDD180°90°6d OR4" MIN6d OR4" MINNOTE:FOR REVISIONS TOSTANDARD HOOKS &BENDS, REFERENCECURRENT ACIBEAM OR COLUMN CROSS-TIESBEAM STIRRUPS & COLUMN TIESd = BAR DIAMETERS, D = BENDDIAMETER6d OR4" MIN6d OR4" MIN 2'-0"CONC FTG2" MIN3" CLR2'-0"#3 TIES @ 12" OCREINFORCINGREF PLANSELECT FILL & COMPACTIONREF GEOTECH REPORT#4 BARS @ 18" OCALT HOOKSCONC SLAB3" MIN 6" MAX SUBGRADEPER GEOTECH2'-0" MIN EQ WOOD FIRED BOILER PLANT CITY OF NENANA NENANA, AK21-06-209CHECKED BY:DRAWN BY:DATE:REVISIONSPROJ. #:7.12.21▪ C:\Users\tho\ShareFile\Favorites\21-06-209 - Nenana Biomass\04 - drafting\S4.1 - FOUNDATION DETAILS.dwg Printed by: Tony Ho Date: 2021-Jul-23, 4:21 PM SHEET:AKTTH2140 SW JEFFERSON ST, SUITE 100 PORTLAND, OR 97201 ECLIPSE-ENGINEERING.COM (503) 395-1229 PROGRESS SET FOUNDATION DETAILSS4.1 TYPICAL BASEPLATESCALE: 3/4" = 1'-0" 1SCALE: 3/4" = 1'-0" 2TYPICAL KNEE CONNECTIONSCALE: 3/4" = 1'-0" 3SCALE: 3/4" = 1'-0" 4SCALE: 3/4" = 1'-0" 5SCALE: 3/4" = 1'-0" 6SECONDARY PURLIN CONNECTIONSSCALE: 3/4" = 1'-0" 7SCALE: 3/4" = 1'-0" 8SCALE: 3/4" = 1'-0" 9SCALE: 3/4" = 1'-0" 10SCALE: 3/4" = 1'-0" 11SCALE: 3/4" = 1'-0" 12PLAN VIEWVARIES3/16CORNER CONDITIONVARIES3/16112"CONC STEMWALL WIDTHCONC STEMWALL WIDTH (2) 5/8"Ø BOLTSW/ 7" MINEMBED112"112"CONC STEM WALL WIDTH (2) 5/8"Ø BOLTSW/ 7" MINEMBEDOPTIONVARIES3/16CONC STEM WALL WIDTH (2) 5/8"Ø BOLTSW/ 7" MINEMBED112"6"2"GRIDGRID11"PL 5/8x10x1'-10'' (36 KSI MIN)W/ (4) 1'' Ø F1554 GR. 36W/ 9'' EMBED.(TACK WELD EMBED. NUT)5'' PROJECTION1/2'' SHIM + GROUT IF REQ'D(2) 1916"x2" SLOTTED HOLESFOR (E) ANCHOR RODS -VERIFY SIZE & LOCS OF(E) ANCHOR RODS INTHE FIELD1/4WF COL PER PLANPL 1x9x'L'W/ (6) 1'' Ø A325TC BOLTS EACH FLG1 1/16'' Ø HOLEW/ F436 WASHERTYP5/163/8SECTION A-A1 1/2'' MIN 5"214"214"412"25 32"AACONTINUITY PL 1/2x3x'L'BOTH SIDES OF WEBTOP AND BOTTOM FLANGEALIGN T.O. COL W/T.O. END PLATE5/16TYP134"PL 3/16x6x0'-7"BEND PL TO ALLOW FORORIENTATION OF PURLINSSECTION A-A(2) 1/2'' A307 BOLTSEACH END134"1"2"4"12" GAPPURLIN / GIRTL 2x2x3/16 @ 8'-0'' OC MAXDBL FB @ INTERIORFRAME LOCATIONSRAFTER / COL23/16(4) 1/4'' SDS@ 2'' OCSTEEL COLSTEEL BEAMCAP PLATE: 1/2'' x BEAMWIDTH w/ (4) 3/4''Ø HSB@ BEAM GAUGE1 1/2''2 1/2''3/8'' STIFFENER PLATE3/163/163 SIDESRAFTER TOP FLANGE3/16''x2'' STIFFENERCENTERED ON CLIPREF PLAN FOR PURLINSIZE AND SPACING3/16AAINSULATED METALPANEL BY OTHERROOF SHTG(2) 1/4'' SELF-TAPPING SCREWS@ EACH FASTERN LOCATIONPER MNFR RECOMMENDATIONSENWOOD FIRED BOILER PLANT CITY OF NENANA NENANA, AK21-06-209CHECKED BY:DRAWN BY:DATE:REVISIONSPROJ. #:7.12.21▪ C:\Users\tho\ShareFile\Favorites\21-06-209 - Nenana Biomass\04 - drafting\S5.1 - FRAMING DETAILS.dwg Printed by: Tony Ho Date: 2021-Jul-23, 4:21 PM SHEET:AKTTH2140 SW JEFFERSON ST, SUITE 100 PORTLAND, OR 97201 ECLIPSE-ENGINEERING.COM (503) 395-1229 PROGRESS SET FRAMING DETAILSS5.1 SCALE: 3/4" = 1'-0" 1SCALE: 3/4" = 1'-0" 2SCALE: 3/4" = 1'-0" 3SCALE: 3/4" = 1'-0" 4SCALE: 3/4" = 1'-0" 5SCALE: 3/4" = 1'-0" 6SCALE: 3/4" = 1'-0" 7SCALE: 3/4" = 1'-0" 8SCALE: 3/4" = 1'-0" 9SCALE: 3/4" = 1'-0" 10SCALE: 3/4" = 1'-0" 11SCALE: 3/4" = 1'-0" 12EQ(6) #10 SDS (TOP & BTM) TOATTACH STRAPPING TO EVER JOISTSTART & END STRAPPING ON SOLID BLKGSTUD JOISTREF PLAN1 1/2"x20 GA STRAPPING(TOP AND BOTTOM)ATTACH BLKG TOJOIST ON EACH SIDEW/ (2) #10 SDSNOTES:1.PLACE SOLID BLKG ADJACENT TO ALLOPENINGS & TWO BAYS AT ENDS OFJOIST SYSTEM2.TOP STRAP NOT REQ'D IFCONTINUOUSLY ATTACHED TO SHTG3.REF PLAN FOR CHANNEL BRACINGLOCATIONSX00T150-54 SOLID BLKGAT 10'-0" OC MAX(1) #10 SDS PER JOIST FLANGETOP AND BOTTOMOHREF PLAN & ARCH'LSTUD WALL'SIMPSON' H2.5WOOD TRUSSVENTED TRUSS BLKGDBL. TOP PLATEROOF SHTGBNENENOHREF ARCH'LVARIESREFARCH'L7/16'' APA RATED PLYWOOD SHTG w/ 8d @6'' OC @ EDGES AND 12'' OC IN THE FIELDBLKG @ 48" OCCEILING -REF ARCH'LDBL TOP PLATESTUD WALLDROPPED GABLED END ROOFTRUSS; BRACE PER TRUSS MFRATTACH TO TOP PLATE W/10d TOENAILS @ 6" OCEN2x6 OUTLOOKERFASCIA; REFARCH'LBNROOF SHTGBLKG W/ LTP4 TOTRUSS @ 24" OC(3) 16d2x6 DIAGONAL BRACE PERTRUSS MFRPRE-FAB WOOD TRUSSEN7/16'' APA RATED PLYWOOD SHTG w/ 8d @6'' OC @ EDGES AND 12'' OC IN THE FIELDWOOD FIRED BOILER PLANT CITY OF NENANA NENANA, AK21-06-209CHECKED BY:DRAWN BY:DATE:REVISIONSPROJ. #:7.12.21▪ C:\Users\tho\ShareFile\Favorites\21-06-209 - Nenana Biomass\04 - drafting\S5.2 - FRAMING DETAILS.dwg Printed by: Tony Ho Date: 2021-Jul-23, 4:21 PM SHEET:AKTTH2140 SW JEFFERSON ST, SUITE 100 PORTLAND, OR 97201 ECLIPSE-ENGINEERING.COM (503) 395-1229 PROGRESS SET FRAMING DETAILSS5.2