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GENERAL STRUCTUI�AL N4TES
<br /> {Th�following apply unless shown otherwise on the plans}
<br /> CRITERIA WOOC3
<br /> 1. ALL MATERIALS, WORKMANSHIP DESIGN,AND CONSTRUCTIQN SHALL CONFORM TO THE DRAWINGS, 15. FRAMING LUMBER SHAL� BE KILN DRIEQ dR MC-19, � GRADED & MARKED Ihl CUNF�RMANCE �
<br /> SPECIFICATI�NS, AND THE 2015�NTERNATIONAL BUILDING CODE. WITH W.C.L.LB. STANDARD GRADING RULES FOR WEST COAST LUMBER N�. 17. FURNISH T�
<br /> THE FOLLC}WING MINIMUM STANDARDS: DRAWING INDEX
<br /> 2. DESIGN LOADING CRITERIA
<br /> JOISTS AND BEAMS: (2x&3x MEMBERS} HEM-FIR NQ. 2
<br /> FL.�OR LIVE LOAD {RESIDENTIAL).... . . . . . . .. . . . . . . ..... .40 PSF MINIMUM BASE VALUE, Fb=850 PSI S'I .O GENERAL STRUCTURAL N4TES,
<br /> SNUW LOAD. ...... . . . . ..... . . . . . .. . . . . . . ... . . . . . ..... . Pf=25 PSF (4x MEMBERS) f]t3UGU4S FIR-LARCH NQ. 1
<br /> WIND L4AD. . . . . . ... .. . .Kzk=1AQ, Iw=1.0, GC i=0.1$, V=110 MPH (3 SEC GUST , EXPOSURE "8" MINIMUM BASE VALUE, Fb = 1000 PS) ABBREVIATI�NS AND LEGEND
<br /> EARTHQUAKE ANALYSIS PR�CEDURE: EQUPUALENT LATERAL FORCE PROC�DURE LARGE BEAMS: (INCL. 6x AND LARGER) D�UGLAS FIR-LARCH NO. 1
<br /> LATERAL SYSTEM: LIGNT FRAMED SHEARWALLS, R=6.5 MINIMUM BASE VALUE, Fb= 1350 PSI S3A FQUNDATION SECTIUNS AND DETAILS
<br /> SDC D, SITE CLASS D, Ie=1.0, Ss=1.283, S1=0.4$8, SDS=0.55, SD1=0.492, Cs=0.131 POSTS: (4x MEMBERS} D4UGLAS FIR-LARCH NO. Z
<br /> SEISMIC BASE SHEAR, Vs=3.4 KIPS MINIMUM BASE VALUE, Fc= 9350 PSI SA�.Q FRAMING SECTIDNS AND DETAILS
<br /> (Fx AND LARGER) DC?IJGLAS FIR-IARCH N0. 1 r
<br /> 3. STRUCTURAL DRAWWGS SHALL BE USED IN CONJIJNCTION WITH ARCHITECTURAL DRAWINGS FOR MINIMUM BASE VALUE, Fc= 1Q00 PSI
<br /> BIDDING AND C(3NSTRUCTI4N. C�NTRACTOR SHALL VERIFY DIMENSIUNS AND CONDITIONS FOR STUDS, PLATES& MISC. FRAMING �OUGLAS-FIR-LARCH OR H�M-FIR NQ. 2 nickersan engineermg
<br /> GOMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISGREPANCIES PRIOR TO CONSTRUCTION. 2221 Everatt Ave#242
<br /> 16. PLYW�OD SHEATHING SHAL�. BE GRADE C-D, EXT�RIOR GLUE QR STRUCTURAL. II, EXTERI�R GLUE Ev�rett,WA 98201
<br /> 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE &STRUCTURAL IN CONFORMANCE WITH DC�C PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, 425.61�_4425
<br /> COMPONENTS UNTII.AL� FINAL Ct)IUNECTIONS HAVE BEEN C�MPLETED IN ACCORDANGE WITH THE EXPC3SURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF RIYWOOD.
<br /> PLANS.
<br /> ROOF SHEATHING SHALL BE 112"�NOMINAL�WI7H SPAN RATING 32/16. �c �vicke�sonEn9ineerin9,uc2ot� ese
<br /> 5. C�NTRACTOR SHALL BE RESPONSIBIE FC)R ALL SAFETY PRECAUTIONS 8�THE METHQDS FLOOR SNEATHING SHALL BE 3/4 �NOMINA )WITH SPAN RATING 48I24. drawingswerep2paredforthe"WALKER
<br /> TECHP+IIQUES, SEQUENCES OR PROCEDURES REQUIRED TO �'ERF�RM THE CONTRACTOi3S 1N��C. WALL SHEATHING SHALI BE 1/2" OMINAL)WITH SPAN RATING 24/d. REs�peNCE"project in EI/ERETT,WA.
<br /> THE STRUCTURAL ENGINEER HAS N�QVERALL SUPERVISORY AUTHORITY OR ACTUAL AN�/DR.2 p REI=ER T(�WOOD FRAMING NOT�S BELOW FC)R TYPICAL NAILING REQUIREMENTS. Theyarenotintendedforuseonenyother
<br /> DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR Al1Ft1/2 pro�
<br /> HAZARDS RESULTING FROM THE ACTIQNS OF ANY TRADE CONTRACTOR. THE STRUCTURAL.. . .1-1/2" 17.A�L WC)O� IN DIRECT CQNTA+�T WITH CONCRETE OR MASONRY SHALI. BE PRESSURE-TREATED Stateddrawingscaleisbasedon
<br /> ENGINEER HAS NO QUTY TO INSPECT, SUPERVISE, NC)TE, CORRECT, OR REPORT ANY HEALTH OR WITH AN APPROVED PRESERVATIVE OR (2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER sa•Xzr�Sneet.
<br /> SAFETY DEFIGIENCIES OF THE OWNER, GONTRACTORS, OR OTHER ENTITIES OR PER�ONS AT THE SHALL BE PR�VIDED BETWEEN UNTREA7��W�O� AND CONCRETE OR MASONRY.
<br /> PROJECT SITE.
<br /> 18.PRESSURE TREATED WOOD SHALL BE TREATED WITH WATERBORNE PRESERVATNES PER AWPA
<br /> 6. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTEO IN WRITING TC7 THE ARCHITECT& STAN�ARD U1. INTERI�R WO�D IN C�NTIhIUOUS CONTACT WITH Cf�NCRETE {SUCH AS SILL RLATES}
<br /> STRUCTURAL ENGINEER FQR APPRC?VAL PRI(�R TO FABRICATION QR CC}NSTRUCTION, CHANGES SHALL BE IN ACCORDANCE WITH USE CATEGORY 2 (UC2}.W0t7D IN C�NTINl1E)US C�NTACT WITH
<br /> SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. FRESH WATER QR S�IL SHALL BE IN ACC�RDAN�E WITH USE GATEGURY 3B (UG3B}. TIMBER
<br /> CaNNECT4RS (N DIRECT CONTACT WITH TREATED W04D SHALL BE G185 OR A185 HQT DIPPED UR
<br /> 7. DRAVNINGS INDICATE GENERAL AND TYPICAL DEl'AILS OF CONSTRUCTION.WHERE CONDITIONS CONTINUOUS HOT GALVANIZED PER ASTM A653. FASTENERS AND TIMBER C{)NNECTORS IN DIRECT LEGENDS �►'�`���r,r
<br /> ARE NC�T SPECIFICALLY INDICA7ED BUT ARE 4F SIMILAR CHARACTER TO �ETAILS SHOWN, SIMI�AR C(3NTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 376 STAINLESS STEEL. �"
<br /> F ONSTRUCTICIN SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE F���;�r��"��
<br /> DETAILS Q G
<br /> ARCHITECT AND THE STRUCTURAL ENGINEER. 19. TIMBER GONNECTORS CALLED �UT BY LETTERS AND NUMBERS SHALL BE °STRONG-TIE" 8Y SIMPSON GQNCRETE ON PLAN � ,��'""�.�g � �''��
<br /> COMPANY AS SPECIFIED W TNEIR GATAL4G NU(tABER C-G-2Q15. EQUIVALENT DEVICES BY OTHER � COLUMN BELC}W
<br /> GEOTECHNICAL MANUFACfURERS MAY BE SUBSTITlJTED, PR�VIDED THEY HAVE ICB� OR ICC-ES APPRC7VAL F�R BEARING WALL BELQW ,, �,
<br /> EQUAL OR GREATER LOAQ CAPACITIES. PROVIDE NUMBER AND SIZE taF FASTENERS AS SPECI�IED BY �
<br /> ON N�TES:ALL.OWABLE S�IL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED MANUFACTURER. C�NNECT(JR5 SHALL BE INSTALLED IN ACCORDANC�WITH THE MANUFACTURERS - _ _ BEARING 1NALL AB�VE F� �O�TING TYPE � '��,� �� ,.,�°� ,���
<br /> $. FOUNDATI ���'`�'�`'=�:��`�
<br /> &THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING RECOMMENDATIONS.
<br /> OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER ����'��� ��
<br /> FOR POSSIBLE FOUNDATION REDESIGN. ALL 2X JOIST`S SHALL BE CQNNECTED TO FLUSH BEAM�WITH "LUS"SERIES ,JOIST HANGERS. NQN-BEARING WALL BEI.CJW �� .{���
<br /> ALL TJI JOISTS SHALI� BE CQIVNECTED T� FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS. SECTION NUMBER
<br /> FOOTINGS SHALL BEAR ON FIRM, UN�ISTURBED EARTH AT LEAST 18" BEL(3W ADJACENT FINISHED ALL ��UBLE JQIST BEAMS SHALL BE G�NNEGTED TO FIUSH BEAMS WITH "MIT'" SERIES J�IST HANGERS. � ��� "
<br /> GRADE, UNLESS NOTED�THERWISE, FOQTINGS SHALL BE CENTEREQ BELOW COLUMNS OR WALLS ROOF DECK EXTENT O�J PLAN
<br /> 4_
<br /> ABOVE. VVHERE Ct�NNECTOR STRAPS C�NNECT TWO MEMBERS, PLACE UNE-HALF iJF THE NAILS OR BC7LTS _ �RAWING WHERE
<br /> IN EACH MEMBER.ALL SHIMS SHA�L BE SEASUNED AND DRIEO ANO THE SAME GRADE {MINIMUM}AS - FO�TING {BELOW GRADE}
<br /> SECTION IS LOCATED
<br /> BACK FILL BEHIND ALL RETAINWG WALLS WITH FREE DRAINING, GRANl1LAR FILL AN� PROVIDE F�R MEMBERS Ct?NNECTEC3.
<br /> SUBSURFACE DRAINAGE. � JOIST or RAFTER SPAN
<br /> 2Q.WOQD FASTENERS ����v
<br /> A�L.OWABI.E SOIL PRESSURE. . . . . . . . .... . . . . . ..... . . 1500 PSF �� JOIST or RAFTER EXTENTS
<br /> LATERAL EARTH PRESSURE RESTRAINED/UNRESTRAINED}.... .. . . . .�5 PCF/35 PCF A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLL�WING SPECIFICATI(JNS: DETAIL NUMBER
<br /> COEFFICIENT OF FRICTIQN (�ACTf�R OF SAFETY OF 1.5 INCLU�ED). . .0.3 SIZE LENGTH DIAMETER 1
<br /> L4W RO�F FRAMING
<br /> 4.
<br /> CONCRETE sd 2° a.113°
<br /> 8d 2_��2N � �3'ip BEAM or HEADER DRAWING WHERE
<br /> 9. CONCRETE SHALL BE MIXED, PROPQRTIONED, CQNVEYED AND PLACED IN ACCQRDANCE WITH IBC 10d 3" 0.14$" DETAIL IS LOCATED
<br /> SECTION 19�5, 1906 AND ACI 301, INCLUDING TESTING PROCE�URES. CONCRETE SHALL ATTAIN A 2& 12d 3-1/4" Q.148"' ---i VERTICAL H(7LDQWN STRAP
<br /> DAY STRENGTH OF fc= 2,50Q PSI AND MIX SHALL CONTAIN N�T LESS THAN 5-1/2 SACKS �F CEMENT 16d BOX 3-1/2" �.135" SECTION NUMBER
<br /> PER GUBIC YARD AND SHALL BE PROP�RTIONED TO PR�DUCE A SLIJMP�F 5"OR I.ESS.
<br /> IF C�NTRACTdR PR(JPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL C HANGER METAL CONNECTOR SECTION 3 W
<br /> 10. ALL CONCRETE iNITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN SPECIFICATI�NS TO THE STRUCTURAL ENGINEER (PRIC�R TO C4NSTRUCTION) F�R REVIEW ANQ ____
<br /> AIR-EN7RAINING AGEIVT CflNF�RMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR APPROVAI. PLYWC}OD APA RATED �HEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH HORIZ STRAPPING HARDWARE DRAWING WHERE W W N
<br /> FROST-RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 1904.2 �F THE TO FACE OF SHEATHIN�WITH N�COUNTERSII�IKII�G PERMITTED. "
<br /> SECTION TAKEN FR�M
<br /> INTERNATIONAL BUILDING CODE. EXPOSED CflNCRETE SHALL HAVE A CO M P R E S S I V E S T R E N G T H S W X{X'-X") S H E A R W A L L T Y P E& L E N G T H � �
<br /> �F 30t�0 PSI. NO SPECIAL INSPECTION IS REQUIRE� FOR 3000 PSI INSTALLED SflLELY T� SATISFY B. AL� BOLTS IN WC7Q0 MEMBERS SHpLL CONFQRM T�ASTM A307. PRUVIDE WASHERS UNDER THE [� Q m
<br /> E X P 4 S E D C O N C R E T E R E Q U I R E M E I�T S. H E A D S A N D N U T S fl F A L L B O L T S A N D L A G B Q L T S g E A R I N G f)N W O�D. INSTALLATION OF LAG
<br /> B�L T S S H A L L C O N F O R M T O T H E N A T I Q N A L D E S I G N S P E C I F I C A T I�N F O R W O OD CONSTRUCTION �I}
<br /> 11. REINF�RCING STEEL SHALL CONFt�RM TO ASTM A6�5 (INCLUDING SUPPLEMENT S1)� G R A D E 6 0 (2 0 0 8 E D I T I U N)W ITH A I.EA� BORE HOL.E U�80-7fl% QF THE SHANK �IAMETER. LEAD HOLES ARE Z d
<br /> �y=6 0,0 0 0 P S I.W E I D E D W I R E �A B R I C S H A�L C O N F(7 R M T t'�A S T M A-1 8 5. S P I R A L R E I N F O R C E M E N T NOT REQUIREb FOR 3/8"f�AND SAItALLER LAG SCREWS. ABBREVIATI�NS � {� �
<br /> SHALL BE PIAIN WIRE CONFORMING TO ASTM 615, GRADE 60, fy=60,C100 PSI. � ~
<br /> 21.WOOD FRAMING NQTES--THE FOLL(JWING APPLY UNLESS OTHERWISE SHOWN 4N THE PLANS: & AND H, HT H�IGHT
<br /> 12. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE � > W
<br /> WITH ACI 315-92 AIVD 318-Q$. LAP ALL CON7'INUOUS REINFORCEMENT#5 AIVD SMALLER 40 BAR A. ALL WOOD FRAMING �ETAILS NOT SHOWN OTHERWISE SHALL BE C(�NSTRUCTED TO THE @ AT HGR(S) HANGER{S) � �
<br /> DIAMETERS OR 2-0 MINIMUM. PROVIDE CORNER SARS AT ALL WALL AND FOOTING INTERSECTI�FJS. MI�JIMUM STANDARDS OF THE INTERNATI4hIAL BUILDING C�DE. MINIMUM NAILING, UNLESS NOTED AB ANCHOR BOLT HDR HEADER � o W
<br /> LAP CORNER BARS#5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS �F LARGER �THERWISE, SHALL CONFORM TD TI�BLE 23i14.9.1 OF TME INTERIVATIONAL BUILDING CODE. ALT ALTERNATE{LY) HORIZ H�RIZONTAL � �y W
<br /> BARS SHALL BE MADE IN ACGORDANCE WITH ACI 318-0$, CLASS 8. LAP ADJACENT MATS OF C�ORDINATE TNE SIZE & LOCATION OF ALL�PENINGS WITH MECNANICAL ANGt ARCHITECTURAL APpROX APPROXIMATE{LY) INT INTERSECTION
<br /> WELDED WIRE FABRIC A MINIMUM �F 8"AT SIDES AND ENDS. DRAWINGS. �
<br /> ARCH ARCHITECT(URAL) INTR INTERI�R �
<br /> NO BARS PARTIALLY ENIBEDDED IN HARDENED C�NCRETE SHALL BE FIELD BENT UNLESS 6. WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE C7F ALL WALLS.ALL STUDS g� gEq�► INV INVERTED
<br /> SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SHALL BE SPACED AT 16" OC, UNLESS NOTED OrTHERWISE TWO STUDS, MINIMUM, SHALL BE BETW'N BETWEEN KP KING PUST
<br /> PROVIQED AT THE EN� OF ALL WALLS &AT EACH SIDE ��ALL QPENINGS, &AT BEAM OR HEAD�R
<br /> 13. CONCRETE PRUTECTI�N (COVER) FOR REINFORCING STEEI. SHALL BE AS FOLLOWS: BEARING LfJCATI�NS. TWO 2x8 HEAQERS SHALL BE PROVIDED OVER ALL �PENINGS N�T BLDG BUILDING LG LONG
<br /> QTHERWISE NOTEQ. SOLID BLQCKING �OR WOt�D CQLUMNS SHALL BE PROVIDED THROUGH BLKG BLOCKING LL LIVE LOAD
<br /> FTGS 8� OTHER UNF�RMED SURFACES CAST AGAINST 8� PERMANENT�Y EXPOSED TO EARTH FLOC?RS TO SUPPORTS BEL�W. PROVILIE CQNTINU�US SO�ID BIOCKING AT MID-HEIGHT flF ALL BOT BOTTOM LT LIGNT
<br /> FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER). . . . ... . . . . STUD WALLS OVER 1�'-0" IN HEIGHT.
<br /> FORMED SURFACES EXPOSED TO EARTH �R WEATHER {#5 BARS �R SMALLER}. . . .... . . . BS BACKSPAN MATL MATERIAL
<br /> COLUMN TIES �R SPIRALS AND BEAM STIRRUPS . . . . .... . . . . . . ... . . . . . . . . ALL WALLS SHALL HAVE A SINGLE B�TTOM PLATE 8�A D�UgLE TQP PIATE. END NAIL TOP PLATE TQ 6U BUILT UP MAX MAXIMUM
<br /> . GREATER OF BAR f7� PLUS 1/8"aR 314" EACH STUD WITH TWO 16d NAILS, 8�T�ENAI� OR ENO NAIL EACH STUD T� BQTTOM PI_ATE WITH
<br /> SLABS AND WALLS (INTERI�R FACE} ... . . . . .... . . . . . .... . . . . . TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH '16d @ 12"OC& LAP MINIMUM 4'-0"AT JOINTS CL, � CENTER LINE MFR MANUFAC U
<br /> 14. CAST-IN-PLACE C�NCRETE: SEE ARCHITEGTURAL DRAVHINGS F�R EXACT LOCATIONS &DIMENSIONS AND PROVIE]E EIGHT 16d NAILS @ 4"OC EACH SIDE JQINT. CfW COMPLETE WITH MIN MINIMUM
<br /> OF DODR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR CC CENTER T4 CENTER N NEW
<br /> ALL GR�OVES, NOTCHES, CHAMFERS FEATURE STRIPS, C��OR, TEXTURE 8�OTHER FINISH DETAILS FL(3C3R AND RQQF FRAMING: PRQVIDE DQUBLE .J41STS UNDER ALL PARALLEL PARTITIQNS THAT CJ C�NSTRUCTION JOINT N/S NEAR SIDE
<br /> AT ALL EXPOSED CONCRETE SURFAC�S, BOTH CAST-IN-PLACE AND PRE-CAST EXTEND �VER Mt7RE THAN HALF THE JOIST LENGTH 8�AR4UNq ALL OPENINGS IN F�C3C7RS OR COL COLl1MN NTS NOT TQ SCALE
<br /> ROOFS UNLESS NOTED OTHERWISE PRQVIDE S�L.ID BLOCKING AT ALL BEARING F'�INTS. TOENAIL CONC CONCRETE !JC �N CENTER
<br /> JC7ISTS TO SUPPQRTS WITH TWO 16d NAILS. ATTAGH TIMBER JDISTS TO FLUSH HEADERS OR BEAMS No_ D�te Issue
<br /> WITH SIMPS�N METAL JOIST HANGERS IN ACC�RDANGE WITH NOTES ABOVE. NAIL ALL MULTI-JOIST CONST CONSTRUCTION OPNG OPENING .
<br /> BEAMS T�GETHER WITH TWU ROWS 't6d c� 12"�C UNLESS N�TED OTHERWISE �N TH� PLANS, CONT CONTIf�U�US OPPU {)PP�JSITE
<br /> PLYWOOD R�UF AND FLDOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDIC�ILAR TO A 10.06.17 Pceliminary
<br /> SUPPORTS AND NAILED AT 6"�C WITH 8d NAILS T� FRAMED PANEL EDGES, STRUTS 8�OVER STUD CTR CENTER OWSJ 4PEN WEB STEEL JOIST
<br /> WALLS AS SHOWN ON PLANS AND 12"OC TO INTERMEDIATE SUPPfJRTS. PROVIDE APPROVED DET DETAIL PERP PERPENDICULAR fl 10.12,17 Building Permit
<br /> PLYWOQD EDGE GLIPS CENTERED�ETWEEN J�ISTSITRU�SES AT UNBL�CKED ROOF SHEATHING DIM DIMENSION p�-, R P�TE 1 12.15.17 Revision
<br /> � EDGES.ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T8G JaINTS OF2 SHA�L BE PT PRESSURE TREATED
<br /> SUPPORTED WITH S�LID BLOCKING.ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF DL DEAD LOAD
<br /> FL�C}R & ROOF SHEATHING. TOEIVAIL BLOGKING TC}SUPPORTS WITH 16d @ 12"'OG, UNLESS NC}TED DN DOWN R RADIUS
<br /> OTHERWISE. Dfl DITTO REINF REINFORGEMENT
<br /> DP DEEP REQ'D REQUIRED
<br /> ALL STUD WAILS SHA�L HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW DS DRAG STRUT REV REVISION
<br /> WITH 16d NAILS a�fi"4C, OR ATTACHEO TO C�NCRETE BELOW WITH 5/8"0 ANCHOR BOLTS @ 4'-0"OC, R/W REINFORCED WITH
<br /> EMBEDDED 7" MI1vIMUM, UNLESS NOTED OTHERWISE. INDNIDUAL MEMBERS OF BUILT-UP POSTS DT DRAGTRUSS
<br /> SHALL BE NAILED TO EACH C?THER WITH TW� RQWS QF 16d�a 12"OC. UNL�SS NOTED 07HEh�WISE, DWGS DRAWINGS SECT SECTION
<br /> GYPSUM WALLBaAFtD SHALL BE FASTENED TO THE INTERIOK SURFACE OF ALL STUDS & PLATES EA EACH SIM SIMILAR
<br /> WI7H NO. 6 X 1-1/4"TYPE S OR W SCREWS (�8"�C. UNLESS NQTED OTHERWISE, 112"(NC7MINAL APA SC�G SiAB UN GRADE ,
<br /> RATED SHEATHING (SPAN RATING 24/Q SH1�LL BE NAILED TQ ALL EXTERI�R VERTICAL SURFAG S EF EACH FACE SP SPACE(D){S)(ING}
<br /> �T(�ALL NTER�E�IATE STUDS$�B O�KI�iG WITH 8d NAILS a�7 12�UC�L LLOW 1�/8 SPAC NG AT ALL S) EL ELEVATIUN SPEC SPECIFICATION
<br /> PANEL E�GES 8� PANEL ENDS. EQ SP EQUAL(LY) SPACES(D}
<br /> EW EACH WAY STAG STAGGERED
<br /> QUALITY ASSURANCE (E) EXISTING STD STANDARD Sheet Gontents
<br /> EXT EXTERI�R STIR(S} STIRRUP(Sj
<br /> . 22.SPECIAL INSPECTION SHALL BE PROVI�ED IN ACCQRDANCE WITH THE PR�JECT SPECS 8� FB FLUSH BEAM STL STEEL GENERAL
<br /> SECTIUNS 110� 1704 QF THE INTERNATI�NAL BUILDING CODE BY A QUALIFIED TESTING AGENCY STR STRUCTURE(AL) STRUCTURAL
<br /> DESIGNATE� BY THE ARCHITECT, & RETAINEQ BY THE BUILDING OWNER. THE ARCHITECT, , FD FL04R DRAIN SW SHEAR WALL Nf.�TES,
<br /> STRUCTURAL ENGINEER 8� BUILDING DEPARTMENT SHALL BE �URNISHED WITH COPIES OF ALL � ,,��_ . . � �:� � :� _ , FDN FOUNDATION
<br /> INSPECTIUN $�TEST RES�JLTS. SRECIAL INSPECTIC7N IS REQUIRED OF THE FOLLOWING TYPES OF � T8�B TOP AND B(7TTOM ABBREVIATIONS,
<br /> C O N S T R U C T I�N: ( FIN GR FINISHED,FINAL GRADE
<br /> ��� ��-�� � � ,,� FIN FL F I N I S H E D F L O�R T�G T O U N G E A N D G R O O V E A N D L E G E N D
<br /> STRUCTURAL PLYWOOD SHEARWALL NAILING {PERIODIG} PER 1705.11.1 • � � THK THICK(NESS)
<br /> � �� �--��`� FL FL��R
<br /> CONCRETE C(3NSTRUCTION PER TABLE 1705.3 ";`"°�' ;�'�� ��J���T"; FRMG FRAMING TOC TOP �F C�NCRETE �ob N�_
<br /> POST-TENSION CONSTRUCTIUN PER TABLE 17�5.3 - FIS FAR SI�E TQS TOP OF STRUCTURAL STEEL �7-d7�
<br /> PRE-CAST CONCRETE ERECTIUtJ PER TABLE 17Q5.3 TYP TYPICAL
<br /> MASONRY COlVSTRUCTI�N PER TABLE 1704.5.1 FTG FC�OTING
<br /> St31L CONDITIONS, FILL RLACEMENT, AND DENSITY PER SOILS REPQRT GA GAUGE U/S UNDERSIDE Sheet No.
<br /> PILE aR PIER FOUNDATIflNS PER SOILS REPORT GALV GALVANIZED UNO UNLESS N�TED �THERWISE
<br /> ME7AL DECK INSTALLATION �NCLUDING FIELD WEL�ING) PERIdDIC VERT VERTIGAL
<br /> EXPANSIQN BOLTS AND THR ADED EXPANSION INSERTS PER MANUFACTURER GL GRIDLINE, BAYLINE
<br /> EP�XY GROUTED INSTALLATIONS PER MANUFACTURER GLB GLULAM BEAM W WIDE
<br /> STUD RAII INSTA�LATION PER MANUFAGTURER GT GIRDER TRUSS W� WITH
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