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<br /> General Structural Notes
<br /> ---------- - - - __ - --= 3/11/2019 ATC Ner0Ns by location
<br /> + + THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS ^�
<br /> L' Hazards by Location
<br /> CRITERIA WITH AMMONIA IN DIRECT CONTACT WITH ACQ-A(OVER A RETENTION LEVEL OF 0.40 18. WOOD FRAMING NOTES-THE FOLLOWING APPY UNLESS OTHERWISE SHOWN ON THE STRUT]URAL
<br /> PCF), CBA-A(OVER A RETENTION LEVEL OF 0.41 PCF), CA-8(OVER A RETENTION PANS: Search Information % :., ENGINEERING
<br /> 1.ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE LEVEL OF 0.21 PCF), OR WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 v
<br /> DRAWINGS, SPECIFICATIONS, AND THE 2015 SEATTLE BUILDING CODE. A.ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SWILL BE CONSTRUCTED TO Address: 1731 Lombard Ave.Everett.WA98201.USA
<br /> STAINLESS STEEL. THE MINIUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. THE AITC 10311 IS:406.44,.691,
<br /> 6.44,.Mid onoa za ,0o Seattle WA y8i..
<br /> 2.DESIGN LOAD:NG CRITERIk 'TIMBER CONSTRUCTION MANUAL' AND -- AFAPA 'NATIONAL DESIGN coo mnatn. 479939159-1222022887
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<br /> 16.TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE '`4""•
<br /> EAR HQUAK . . . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE Elewuon 03fl ...YE,v n
<br /> LITERAL SYSTEM: LIGHT FRAMED WOOD SHEAR WALLS 'STRONG-TIE'BY SIMPSON COPANT, AS SPECIFIED IN THEIR CATALOG WEER SPECIFICATION FOR WOOD COSTRUCT:ON'. MINIMUM NAILING, UNLESS
<br /> SITE CLASS-0 Se-i.284, Sds�.856 51�.488 S0141492, C-2011. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, OTHERWISE NOTED, SHALL CONFORM TO IBC -A8- 2304.9.1. COORDINATE THE TImestamp: 2019-03-11720:10:582152 b
<br /> PROVIDED TREY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. SIZE AND LOCATION OF ALL OPENINGS WIT-- MECHANICAL AND ARCHITECTURAL
<br /> 054,132, SDC 0, Ie=1.0, R4.S Hound Type: Sots. .1' �1)-
<br /> PROVIDE NUMBER AND SIZE OF FASTO4O6 AS SPECIFIED BY MANUFACTURER FOR DRAWINGS. - -'"ft..
<br /> MAXIMA LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN Reference ASCE?-so Go Redmm'd 4tii,•.
<br /> 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE B.WALL FRAYING REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. Document: Seattle " My.ao.t - �AIa t
<br /> METHODS TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, l( --�
<br /> ALL STUDS SHALL BE SPACED AT 16' 0.0 N . -WO STUDS MINIMUM SHALL BE
<br /> CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY Risk Category. II
<br /> ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAYE GRADE (MINIMA) AS PROVIDED AT THE END OF ALL WALLS AND A"FACT STE 0-ALL OPENINGS, AND `'�
<br /> AUTHORITY OR ACTUAL AID/OR DIRECT RESPONSIBILITYARS FOR THE SPECIFIC WORKING .1111
<br /> CONDITIONS AT THE S'TE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS
<br /> MEMBERS CONNECTED. AT BEAM OR HEADER BEARING LOCATIONS. slm cross: o
<br /> OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, ALL NEW WALLS SHALL HAVE A SiNGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. MCER Horizontal Response Spectrum Design Horizontal Response Spectrum 03-11-19
<br /> SUPERVISE, NOTE, CORRECT. OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO 17.WOOD FAST l7ER5 END NAIL TOP PLATE TO EACH STUD WITH TWO 160 NAILS, ND TOENAIL OR END
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<br /> THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. A NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING NAIL EACH STUD TO BOTTOM PLATE WITH TWO 164 NAILS. L -
<br /> FACE NAIL DOE
<br /> SPECIFICATI0NS. TOP PLATE WITH 16d ! 12' O.0 AND LAP MINIMUM 4'-0' AT JOINTS NO 1.20 080 DRAWN. ECP
<br /> 4.CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE APE i
<br /> STRUCTURAL COWOENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN PROVIDE EIGHT 160 NAILS!4'0.C. EACH SIDE JOINT. 050
<br /> AYETE7R 0.80 DESIGN:
<br /> SIZE LENGTH DI
<br /> ACCORDANCE WiTH THE PLANS. CONFORM TO ASCE 37-02'DESIGN LOADS ON ALL NEW STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD oto Ono ECP
<br /> STRUCTURES DINING CONSTRUCTION'. Bd 2-1/2' 0.131' CHECKED:
<br /> 16d 3-1/2' 0.135' FRAMING BELOW WITH TWO ROWS OF 16d NAILS! 12' ON-CENTER, OR ATTACHED o.40 020EDA
<br /> 5.DRAWINGS!ND!CATE GENERAL NO TYPICAL DETAILS OF CONSTRUCTION. WHERE TO CONCRETE BELOW WITH 5/B' DIAMETER ANCHOR BOLTS ! 4'-0' ON-CENTER old APPROVED:
<br /> CONDITIONS ARE NOT SPECIFICALLY INDICATED 1311T ARE OF SIMILAR CHARACTER TO IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL MOR i EMBEDDED 7' MINIMUM, UNLESS INDICATED OTHERWISE INDIVIDUAL MENUS OF 0.00 0.00 _ ABB
<br /> DETAILS SHOWN, SIMILAR DETAILS OF CONS-RUCI:OI SHALL BE USED, SUBJECT TO NAIL SPELL!CAIIONS TO THE STRUCTURAL ENGINEER (PRIOR 10 BUILT-IP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO TOWS OF 160 012' 0.0 1.0 2.0 3.0 4.0 5.0 CO 7.0 Periodlsl 00 1.0 20 30 4.0 8.0 60 7.0 P.doapl
<br /> REVIEW AND APPROVAL BY THE STMJCTURA_LNC:N=FR ALL TYPICAL AND NOTES CONSTRUCTION)TOR REVIEW AND APPROVAL ON-CENTER. HESS OTHERWISE NOTED. GYPSUM WALLBOARD SHALL BE 'HS':TNED
<br /> SHOW ON DRAWINGS SHALL APPLY, UNLESS NO'ED OTHERWISE. TYPICAL DETAILS TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6X 1-1/4' Basic Parameters mom
<br /> MAY NOT NECESSARILY BE INDICATED ON THE PANS BUT SHALL STILL APPLY AS NAILS - PLYWOOD (APA RATED SHEATHING) FASTEN72S -0 FRAYING SHALL BE TYPE S OR W SCREWS!6' ON-CENTER. CLIENT:
<br /> SHOWN OR 0:SCRIBED IN THE DETAILS WHERE TYPICAL OF-AILS ARE NOTED ON DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. Mer"' Value Description
<br /> Seattle Seismic
<br /> THE PANS, 1HHE SPECIFIED TYPICAL DETAIL SHA_.-BE USED. WHERE NO TYPICAL ENERGY CODE ss 1284 MCEamound moc°n(p«roa:m. ) PO Box 33787
<br /> DETAIL IS NOTED, IT SHALL BE TIE CONTRACTOR'S RESPONSIBILITY TO CHOOSE B.ALL BOLTS IN WOOD MEMBERS SHALL COEOR TO ASTM A307. PROVIDE WASHERS - s, 048e MCE8ground motion(Penod=l.Os) Seattle,WA 98133
<br /> THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. 19. EXISTING CEILING, WALL, OR FLOOR CAVITIES EXPOSED DURING CONSTRICTIOi
<br /> SUBMIT AILAl PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SHALL BE FILLED WITH INSULATION PER 2015 SEATTLE ENERGY CODE, sf,,z 1284 Site-nodded spectral accele,ationym e i 3 r1 p.:206-304-6585
<br /> RELATED CA_CU'.ATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING SPECIFICATION FOR WOOD CONSTRUCTION (2008 EDITION) WITH A LEAD BORE PRESCRIPTIVE APPROACH: R101.4.3, ':EXCEPTION 3. 2x4 FRAMED WALLS SHALL BE { 10-T . 5eryan@Seattieretrofd-com
<br /> PRODUCTION AND YIELD USE. HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT INSULATED TO A MINIMA OF R-15 AID 2x6 FRAMED WALLS SHALL BE INSULATED TO SN, 0.738 sou-m0s8aasp°aralar. 0,000value �•:.•s �N 1i i -
<br /> REQUIiED FOR 3/8'ND SMALLER LAG SCREW. A MINIMUM OF R-21. )I '
<br /> RENOVATION soo ossa Nurraic seismic desgn value 9102s SA
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<br /> 6.DEMO-ITTON: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE 2/S2 1 APt1 2n4 Li
<br /> s
<br /> COW-"NC:NG ANT DEMOLITION. SHORING SHALL DE INSTALLED TO SUPPORT t 0 C,+i,N°`�.
<br /> EXISTING CONSTRUCTION AS REQUIRED ND IN A MANNER SUITABLE TO THE WORK -Additional Information
<br /> SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD / ,7-./ Name Value oascnpbon CITY
<br /> THE FOISTING STRUCTURE. LIMIT CONSTRUCTION LOADING(INCLUDING DEMOLITION OF
<br /> DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. % 5°` o s«sm,cdes9"�'° ' Perm,r EVER
<br /> 7.CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSION. MEMBER SIZES, AND Ste empt8rabon rad«er0.nel-vices
<br /> CODIT:ONS PRIOR 70 COMENCING ANY WORN. ALL DIMENSIONS OF EXISTING % di 1/52:1- F,. 1.612 Site amplif bon factor at 1.0s
<br /> CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND /� now
<br /> Y115T BE VERIFIER G 12' 1^F ,/ PROJECT LE:
<br /> B.CONTRACTOR SHALL CHECK TOR OR°ROT AT ALL AREAS OF NEW WORT(. A_L ROT 2 Ao Ams://h ardselwucileig Weesmenate4T99391s981mr-122.zonae74addre. 1731 szrn«roard%20A.e%2C1s20Evveren%2C%20WAx2098.. trz
<br /> Richard Smith Retrofit
<br /> SHALL BE REMOVED AND DAMAGED MENIRS SHALL BE REPLACED OR REPAIRED ASm00
<br /> 1111
<br /> 1731 Lombard Ave
<br /> DIRECTED BY THE STRUCTURAL ENGINELq OR ARCHITECT. Everett,WA 98201
<br /> 1 52:1
<br /> ANCHORAGE Seismic Retrofit(SBC 2015/ASCE 7-10)
<br /> 9.EXPANSION BOTS INTO CONCRETE SHALL BE STRONG BOT 2 WIDGT ANCHORS AS Seismic Criteria:
<br /> MANUFACTUED BY THE SIMPSON STRONG TIE COMPANY AND :NS-A ED :N STRICT 0000
<br /> CONFORMANCE TO ICC-ES REPOR-NUMBER-SR-3037, INCi UD:NG MIN:MUM EMBEDMENT OCCUPANCY CATEGORY: i 6601(0"5'
<br /> REQUIREMENTS BOLTS INTO CONCRETE MASONRY CR BRICK MASONRY UNITS SHALL BE IMPFACTOR:10
<br /> INTO FULLY ROUTED CELLS. r - - SITE
<br /> CANCErecLass 0 sar o.ss6
<br /> 1/S2.1 R. 6.5 S.1=0.492
<br /> h. 20 I
<br /> Period.T.0.189
<br /> 10. EPDXY-GROUTED ITEMS(THREADED RODS OR REINFORCING BAR) SPECIFIED ON THEM s,• 1.284 0,•0.132
<br /> DRAWINGS SHALL BE INSTALLED USING'SET-XP' HIGH STRENGTH EPDXY AS • • f/ 6' t •
<br /> �•
<br /> S. O488c�=o.aoo
<br /> MAMIFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT 6 I F,' I C,,,,'0.010
<br /> ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. RODS SHALL BE ASTM A-36 F.= 1.512 CO.IRO ng c,=o.832
<br /> UNLESS OTHERWISE NOTED. • • 1 S2:1 --- ----- -- ---------- - -- -.. auRdR9 weight
<br /> 11. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE . , . . , �;/uh.fif . ovsn 4. :(11,-0.,,-L¢'gr,.:Q_. Floor DL MO) A1aq.R) wReq
<br /> 8240
<br /> TITER HD HEAVY DUTY SCREW ANCHOR AS MANURFACTURED BY THE SIMPSON JOIST DIRECTION": : • \ .per 20 692 1412 , 251 Rabmd yFaomr.p• 13
<br /> STRONG-TIE CORP., INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT N0, pFr to C7UY3Ez'�Si4( jcb rt 22 1412 31064
<br /> ESR-2713(CONCRETE), NQ ESR-1056(CMI), INCLUDING YINIMIY EYBFJDY NT • • • I •
<br /> N j --!'\ L b o,,8,i. 0 Base Shear.va,,,�= 12759 Ins
<br /> NM
<br /> REQUIREMENTS SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO ow J r, e t SUM= 74528 I 11/.....71/.... 8931 rot I
<br /> FULLY GROUTED HELLS SUBSTITUTES PROPOSED BY CONTRACOT SHALL BE&EMITTED
<br /> FOR REVIEW WITH ICBG, OR ICC REPORTS INDICATIONS 001VA ENT OR GREATER 110.
<br /> Wall Seismic Loading: Permit
<br /> G j'.p-?S Wan VObq wax 161 vObs"M
<br /> LOAD CAPACITIES.
<br /> WOOD / / 1.s•s '.S .,�.; P
<br /> soumExa« 44666 azo5 -sie
<br /> -- -------
<br /> _
<br /> West Erted« 4466 28.0 '59
<br /> DO.FRAMING LUMBER SHALL DE KILN DRIED OR YC-19, AND GRADED AND MARKED IN 2o2 East Exterior 4466 28.0 59
<br /> STRUCTURAL NOTES
<br /> CONFORMANCE WITH ECLB. STANDARD GRADING RUES FOR WEST COAST LUBER NO. / AND PLAN
<br /> 17. FURNISH TOTE FOLLOWING MINTIER STANDARDS: / SO PIate Boning: _
<br /> ALL STRUCTURAL WOOD DOUGLAS-FIR-LARCH OR HEM-FIR NO. 2 1 S2'� / 291 / •Maximum Anchor Spacing F«Various Retrofit Anchor Options
<br /> 1/S2,1. 9U E:
<br /> 13.PLYWOOD SHEATHING 5-A. BE GRADE C-0, .EXTERIOR GLUE OR STRUCTURAL IT, / 1N°" "rD1e7ki1'p uRFP f/nO _ 3/4"=1'-0"LINO
<br /> North Exterior 48 in oc 72 to oc 721n as OATS:
<br /> EXTERIOR GLUE IN CON=ORMANICE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD + South Exterior 48Inoc 72 Inoc 72Inoc March 11,2019
<br /> OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN 29' / , .� West Exterior 321n0c 72In°c 72 inoc
<br /> LIEU OFPLYWOOD. East Exterior 32 inoc 72lnoc 721noc PROJECT NO:
<br /> r. 11208-2019-02
<br /> WALL SHEATHING SHALL BE 1/2' (NOMINAL)WITH SPAN RATING 24/0. SMUT NO:
<br /> Pony Wali Retrof t:
<br /> .01
<br /> REFER TO WOOD FRAYING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. / I" Wax Hw(ft) Edge5athr9 A354.70 8510900) 13908 ib.)NaUpMNOI ..Radom Wmtar wfmHDI [�
<br /> North Exter,« 10 8004 tis in« 95 495 0 None N/A J
<br /> 14. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE / / soumEmuor 10 adP+ tslnoc 95 495 0 None N/A
<br /> PRESSURE-TREATED W:T4 AN APPROVED PRESERVATIVE OR(2) LAYERS OF ASPHALT West Exterior 10 8004 16 In cc 159 397 0 None WA
<br /> IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND li East Exterior 10 84104 16 in oc 159 397 0 Norte N/A
<br /> CONCRETE OR MASONRY.
<br /> ////' (a���y NO: a SHEETS:
<br /> 1S PRESSURE TREATED WOOD(INLIIAES PRESERVATIVE AND FIRE TREATED)SHALL BE / if
<br /> / `� Dene 3/11/2019
<br /> TREATED PER AWP(STANDARD. PRESSURE TREATED WOOD FOR ABOVE GROUND USE Or Project a 11208 201 02
<br /> SHALT-BE TREATED 70 RETENTION OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT _ °P9g°-Ecr * APPROVALS:
<br /> Sheet:82-1
<br /> WITH TRESH WATER OR SOiL SHALL BE TREATED TO A RETENTION OF 0.40 PCF, .7r�
<br /> ��-
<br /> / / / _z
<br /> WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION OF •
<br /> , - 204.40.1. /�
<br /> 0.60 PCF. SODIUM BORATE(93X) 'TEAM WOO)SHALL NOT BE USED WHERE
<br /> EXPOSED TO WEATHER FASTENERS AND TIMBER CONNECTORS WITHOUT AMMONIA IN s 1 E
<br /> DIRECT CONTACT WITH ACQ-A(UP TO A RETENTION LEVEL OF 0.40 PCF), CBA-( 2152.1 Retrofit Plan
<br /> (UP TOA RETENTION LEVEL O-0.41 PCF), CA-8(W TOA RETENTION LEVEL OF
<br /> 0.21 PCF), OR MX TREATED WOOD SHALL BE 0185 OR A185 HOT DIPPED OR Scale 1/4'=1'-0' ® e
<br /> CONTINUOUS HOT-GALVANIZED PER ASTM A6S3. FASTENERS AND TiMBER CONNECTORS - - - -
<br />
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