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GENERAL STRUCTURAL NOTES
<br /> (The following apply unless shown otherwise on the plans)
<br /> CRITERIA WOOD W000 c�ont�nued> D rawi n g I n d ex
<br /> 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, 17. FRAMING LUMBER SHALL BE KILN DRIED OR MG19, & GRADED & MARKED IN CONFORMANCE 24. WOOD FASTENERS =
<br /> SPECIFICATIONS, AND THE 2015 INTERNATIONAL BUILDING CODE. WITH W.C.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO Sheet
<br /> THE FOLLOWING MINIMUM STANDARDS: A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
<br /> 2. DESIGN LOADING CRITERIA Sheet Title
<br /> JOISTS AND BEAMS: (2x & 3x MEMBERS) HEM-FIR NO. 2 SIZE LENGTH DIAMETER Number
<br /> FLOOR LIVE LOAD (RESIDENTIAL). . . . . . . . . . . . . . . . . . . . . . . . 40 PSF MINIMUM BASE VALUE, Fb = 850 PSI 6d 2" 0.113" GENERAL STRUCTURAL NOTES,
<br /> SNOW LOAQ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pf= 25 PSF (4x MEMSERS) DOUGLAS FIR-LARCH NO. 1 8d 2-1l2" 0.131" nickerson engineering
<br /> WIND LOAD. . . . . . . . . . . . .Kzt=1.81, Iw=1.0, GCpi=0.18, V=110 MPH (3 SEC GUST , EXPOSURE "B" MINIMUM BASE VALUE, Fb = 1000 PSI 10d 3" 0.148" S� .Q 2221 Eve�ttAve#2o2
<br /> EARTHQUAKE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROC�DURE LARGE BEAMS: (INCL. 6xAND LARGER) DOUGLAS FIR-LARCH NO. 1 12d 3-1/4" 0.148" ABBREVIATIONS & LEGEND Everett,WA98201
<br /> LATERAL SYSTEM: LIGHT FRAMED SHEARWALLS, R=6.5 MINIMUM BASE VALUE, Fb = 1350 PSI 16d BOX 3-1/2" 0.135" 425.610.4425
<br /> SDC D, SITE CLASS D, Ie=1.0 Ss=1.286, S1=0.489, SDS=0.857, SD1=0.493, Cs=0.132 POSTS: (4x MEMBERS} DOUGLAS FIR-LARCH NO. 2
<br /> SEISMIC BASE SHEAR (OF ADDITION), Vs = 1.7 KIPS MINIMUM BASE VALUE, Fc= 1350 PSI IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS THEY SHALL SUBMIT NAIL SZ.O FOU N DATION PLAN
<br /> (6x AND LARGER) DOUGLAS FIR-LARCH NO. 1 SPECIFICA710NS TO THE STRUCTURAL ENGINEER (PRIOR Tb CONSTRUCTION) FOR REVIEW AND �c Nickerson Engineering,�LC 2018 These
<br /> 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR MINIMUM BASE VALUE, FC = 1000 PSI APPROVAL. PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH drawingswerepreparedforthe^LEACH
<br /> BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR STUDS, PLATES & MISC. FRAMING DOUGLAS-FIR-LARCH OR HEM-FIR NO. 2 TO FACE OF SHEATHING WITH NO COUNTERSII�KING PERMITTED. S2. 1 UPPER FLOOR FRAMI NG PLAN RESIDENCE"projectinEVERETT,WA.
<br /> COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. Tneyarenoti�tendedfo��seo�anyotner
<br /> B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE Pro�ect.
<br /> 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE & STRUCTURAL 18. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG S2.Z ROOF FRAMI NG PLAN Stateddrawingscaleisbasedon
<br /> COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ss"xza"sheet.
<br /> PLANS. NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL (2008 EDITION) WITH A LEAD BORE HOLE OF 60-70% OF THE SHANK DIAMETER. LEAD HOLES ARE S3.O FOU N DATION DETAI LS
<br /> RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL AND LSL LUMBER NOT REQUIRED FOR 3/8"�AND SMALLER LAG SCREWS.
<br /> 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS & THE METHODS, SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES ESR-1387 USING DOUGLAS FIR VENEER
<br /> TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED 70 PERFORM THE CONTRACTORS WORK. GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL 25. WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: SA�.O FRAM I NG DETAI LS
<br /> THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE
<br /> DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY FOLLOWING MINIMUM PROPERTIES: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE
<br /> HAZARDS RESULTING FROM THE ACTtONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MfNIMUM NAILING UNLESS NOTED S4.� FRAM 1 NG DETAI LS
<br /> ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT OR REPORT ANY HEALTH OR Fb = 2900 PSI E = 2000 KSI, Fv= 290 PSI PSL (2.OE) OTHERWISE, SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATfONAL BUILDIIVG CODE.
<br /> SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER �NTITIES OR PERSONS AT THE Fb = 2600 PSI, E = 1900 KSI, Fv= 285 PSI LVL 1.9E COORDINATE THE SIZE & LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAI. 4�g.�Au���,
<br /> PROJECT SITE. Fb = 2250 PSI, E = 1500 KSI, Fv = 285 PSI LSL �1.5E3 DRAWINGS. �,�o� ���� �
<br /> 6. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT& DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAEUSER B. WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS ��� `� r �� "
<br /> STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES CORP. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW&APPROVAL BY THE SHALL BE SPACED AT 16" OC, UNI.ESS NOTED OTHERWISE TWO STUDS, MINIMUM, SHALL BE �' � � 3 = ,�
<br /> SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. ARCHITECT & STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS & OTHER HARDWARE MAY BE PROVIDED AT THE END OF ALL WALLS &AT EACH SIDE OF ALL OPENINGS, &AT BEAM OR HEADER �� ''. ,3��
<br /> SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICGES APPROVAL FOR EQUAL OR BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT , � �o�, ,� ,,,, �� � �
<br /> 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH I LEGENDS ' �°�,��'��'''R�j.�������w�
<br /> ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR IN SIZE WITH MEMBERS PROVIDED. FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL i s oNA�-� `�
<br /> DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STUD WALLS OVER 10'-0" IN HEIGHT. i ' '�I � �
<br /> ARCHITECT AND THE STRUCTURAL ENGINEE�Z. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT�F 12% � ° ° CONCRETE ON PLAN I, ��»�`'
<br /> OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS UPON RECEIPT OF MATERIAL & DURING ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE &A DOUBLE TOP PLATE. END NAIL TOP PLATE TO � �
<br /> GEOTECHNICAL CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING EACH STUD WITH TWO 16d NAILS &TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH � COLUMN BELOW
<br /> 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12"OC & LAP MINIMUM 4'-0"AT JOINTS �-� BEARING WAL� BELOW j
<br /> 8. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND PROVIDE EIGHT 16d NAILS @ 4"OC EACH SIDE JOINT. i ---- --- BEARING WALL ABOVE F� FOOTING TYPE
<br /> & THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING 19. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOtST MANUFACTURED --
<br /> OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER BY THE WEYERHAEUSER CORPORATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT I j
<br /> FOR POSSIBLE FOUNDATION REDESIGN. USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE EXTEND OVER MORE THAN HALF THE JOIST LENGTH &AROUND ALL OPENINGS IN FLOORS OR I - NON-BEARING WALL BELOW - SECTION NUMBER ;
<br /> JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY ROOFS UNLESS NOTED OTHERWISE PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL I
<br /> FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED HAVE ICGES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS � '
<br /> GRADE, UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS HARDWARE SHALL 8E COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI-JOIST ���� ROOF DECK EXTENT ON PLAN ;
<br /> ABOVE. BEAMS TOGETHER WITH TWO ROWS 16d @ 12"OC UNLESS NOTED OTHERWISE ON THE PLANS, 4�
<br /> 20. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO � _ DRAWING WHERE 'i
<br /> ALLOWABLE SOIL PRESSURE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1500 PSF IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, SUPPORTS AND NAILED AT 6"OC WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS & OVER STUD I FOOTING (BELOW GRADE) SECTION IS LOCATED '
<br /> COEFFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED). . .0.3 EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF P�YWOOD. WALLS AS SHOWN ON PLANS AND 12 OC TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED i �
<br /> PLYWOOD EDGE CLIPS CENTERED�ETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING ! � JOIST or RAFTER SPAN i
<br /> ROOF SHEATHING SHALL BE 1/2" 4NOMINAL) WITH SPAN RATING 32/16. EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE '
<br /> CONCRETE FLOOR SHEATHING SHALL BE 3/4' (NOMINAL) WITH SPAN RATING 48/24. SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGE,S AND ENDS OF I ��"e-''� JOIST or RAFTER EXTENTS �DETAIL NUMBER I
<br /> WALL SHEATHING SHALL BE 1/2" NOMINAL) WITH SPAN RATING 24/0. FLOOR & ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12 OC, UNLESS NOTED � '
<br /> 9. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC REFER TO WOOD FRAMING NOT�S BELOW FOR TYPICAL NAILING REQUIREMENTS. OTHERW1SE. � ------ LOW ROOF FRAMING � i
<br /> SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28- � S4. i
<br /> DAY STRENGTH OF fc = 2,500 PSt AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT 21. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD P�ATES ATTACHED TO WOOD FRAMING BELOW i !
<br /> PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. WITH AN APPROVED PRESERVATIVE OR (2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER WITH 16d NAILS (� 6"OC, OR ATTACHED TO CONCRETE BELOW WITH 5/8"0 ANCHOR BOLTS 4'-0"OC, BEAM or HEADER ��- DRAWING WHERE
<br /> SHALL BE PROVIDED BETWEEN UNTREAI`�D WOOD AND CONCRETE OR MASONRY. EMBEDDED 7" MII�IMUM, UNLESS NOTED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP P�STS � DETAIL IS LOCATED I
<br /> 10. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d@ 12"OC. UNLESS NOTED OTHERWISE, I -� VERTICAL HOLDOWN STRAP ' (�
<br /> AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR 22. PRESSURE TREATED WOOD SHALL BE TREATED WITH WATERBORNE PRESERVRTIVES PER AWPA GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOF� SURFACE OF ALL STUDS & PLATES i SECTION NUMBER ; U
<br /> FROST-RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 1904.2 OF THE STANDARD U1. INTERIOR WOOD IN CONTINUOUS CONTACT WITH CONCRETE (SUCH AS SILL PLATES) WITH NO. 6 X 1-114" TYPE S OR W SCREWS 8"OC. UNLESS NOTED OTHERWISE, 1/2" (NOMINAL) APA j C HANGER METAL CONNECTOR SECTION 3 j W �. '
<br /> INTERNATIONAL BUtLDING CODE. EXPOSED CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH SHALL BE IN ACCORDANCE WITH USE CATEGORY 2 (UC2).WOOD IN CONTINUOUS CONTACT WITH RATED SHEATHING (SPAN RATtNG 24/0 SH�L BE NAILED TO ALL EXTERIOR VERTICAL SURFACES i � Z � a
<br /> OF 3000 PSI. NO SPECIAL INSPECTION IS REQUIRED FOR 3000 PSI INSTALLED SOLELY TO SATISFY FRESH WATER OR SOIL SHALL BE IN ACCORDANCE WITH USE CATEGORY 3B (UC3B). TIMBER WITH 8d NAILS (� 6"OC AT PANEL EDG�S & TOP & BOTTOM PLATES (BLOCK UNSUPPORTED EDGES) � _ _ _ _ HORIZ STRAPPING HARDWARE � i W Z N
<br /> EXPOSED CONCRETE REQUIREMENTS. CONNECTORS IN DIRECT CONTACT WITH TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR &TO ALL INTERNfEDIATE STUDS & BLOCKING WITH 8d NAILS @ 12"OC. ALLOW 1/8" SPACING AT ALL DRAWING WHERE � W °O
<br /> CONTINUOUS HOT GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS fN DIRECT PANEL EDGES & PANEL ENDS. � SECTION TAKEN FROM � � �
<br /> 11. REINFORCING STEEL SHALL CONFQRM TO ASTM R615 (INCLUDING SUPPLEMENT S1), GRADE 60, CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. � SWX (X'-X") SHEARWALL TYPE & LENGTH � � Q �
<br /> SHALL BE P AI WIRE CONRORM NG TO ASTM 6 5F GRADE�Osfy 60,000 PSRAL REINFORCEMENT 23. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE °STRONG-TIE" BY SIMPSON ' � W Z �
<br /> COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER GG2015. EQUIVALENT DEVICES BY OTHER i ~
<br /> 12. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO OR ICGES APPROVAL FOR I ABBREVIATIONS ; � (�,� �
<br /> WITH ACI 315-92 AND 318-08. LAP ALL CON7INUOUS REINFORCEMENT#5 AND SMALLER 40 BAR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECtFIED BY =
<br /> DfAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT AL�WALI. AND FOOTING fNTERSECTIONS. MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS N W
<br /> LAP CORNER BARS#5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER RECOMMENDATIONS. I & AND H, HT HEIGHT U N W
<br /> BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-08, CLASS B. LAP ADJACENT MATS OF @ AT HGR(S) HANGER(S) Q �
<br /> WELDED WIRE FABRIC A MINIMUM OF 8"AT SIDES AND ENDS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. I AB ANCHOR BOLT HDR HEADER � W
<br /> ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS. � ALT ALTERNATE(LY) HORIZ HORIZONTAL I J
<br /> NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. � INT INTERSECTION
<br /> SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. APPROX APPROXIMATE(LY) '
<br /> WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS ARCH ARCHITECT(URAL) INTR INTERIOR
<br /> 13. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS I BM BEAM INV 1NVERTED
<br /> MEMBERS CONNECTED. �
<br /> FTGS & OTHER UNFORMED SURFACES CAST AGAINST& PERMANENTLY EXPOSED TO EARTH. . .3" i BETW'N BETWEEN KP KING POST
<br /> FORMED SURFACES EXPOSED TO EARTH OR WEATHER #6 BARS OR LARGER). . . . . . . . . . . . . . . . . .2" � BLDG BUILDING LG LONG
<br /> FORMED SURFACES EXPOSED TO EARTH OR WEATHER �#5 BARS OR SMALLEI�). . . . . . . . . . . . . . . . .1-1l2° , BLKG BLOCKING LL LIVE LOAD ;
<br /> COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-1/2"
<br /> SLABS AND WALLS (INTERIOR FACE) . . . . . . . . . . . . . . . . . . . . . . . . . . GREATER OF BAR 0 PLUS 1/8" OR 3/4" � BOT BOTTOM �T LIGHT
<br /> � BS BACKSPAN MATL MATERIAL �
<br /> 14. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS 8� DIMENSIONS � BU BUILT UP MAX MAXIMUM �
<br /> OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR � CL, � CENTER LINE MFR MANUFACTURER �
<br /> ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE & OTHER FINISH DETAILS ;
<br /> AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST-IN-PLACE AND PRE-CAST � C/W COMPLETE WITH MIN MINIMUM
<br /> ANCHORAGE ; CC CENTER TO CENTER N NEW
<br /> i CJ CONSTRUCTION JOWT N/S NEAR SIDE I
<br /> 15. EXPANSION BOLTS INTO CONCRETE & CONCRETE MASONRY UNITS SHALL BE "STRONG BOLT 2" �� COL COLUMN NTS NOT TO SCALE
<br /> ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY & INSTALLED IN STRICT � CONC CONCRETE OC ON CENTER
<br /> CONFORMANCE TO ICGES REPORT NUMBER ESR-3037. BOLTS INTO CONCRETE MASONRY OR ; CONST CONSTRUCTION OPNG OPENING
<br /> BRICK MASONRY UN1TS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED ' CONT CONTINUOUS OPPO OPPOSITE No. Date Issue
<br /> FOR ALL EXPANSION BOLT WSTALLATIONS. '
<br /> � CTR CENTER OWSJ OPEN WEB STEEL JOIST I
<br /> 16. EPDXY-GROUTED ITEMS ( .THREADED RODS OR REINFORCING BAR)_SPECIFIED ON THE DRAWINGS � I A 10.17.18 Preliminary
<br /> DET DETAtL PERP PERPENDICULAR ---
<br /> SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON � PLATE � 10.22.18 Building Permit
<br /> STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICGES REPORT NO. ESR-2508. DIM DIMENSION PL, R
<br /> __. ----- -- - ---
<br /> SPECIAL INSPECTION OF INSTALLATIDN IS REQUIRED. THREADED RODS SHALL BE ASTM A-36, UNO. � DL DEAD LOAD PT PRESSURE TREATED 1 12.03.18 Revision
<br /> � DN DOWN R RADIUS ,
<br /> � DO DITTO REINF REINFORCEMENT ;
<br /> DP DEEP REQ'D REQUIRED �
<br /> ; DS DRAG STRUT REV REVISION ' -- - -- ---- -
<br /> I DT DRAGTRUSS RNV REINFORCED WITH i �� �
<br /> - --- - - -- -_ _
<br /> DWGS DRAWINGS SECT SECTION ( `
<br /> � EA EACH SIM SIMILAR !
<br /> SOG SLAB ON GRADE i
<br /> EF EACH FACE SP SPACE(D)(S)(ING) �
<br /> � EL ELEVATION ____
<br /> � EQ SP EQUAL(LY) SPACES(D) SPEC SPEGFICATION
<br /> j EW EACH WAY STAG STAGGERED -- -
<br /> � (E) EXISTING STD STANDARD
<br /> EXT EXTERIOR
<br /> STIR(S) STIRRUP(S)
<br /> __ -- -
<br /> ; FB FLUSH BEAM STL STEEL -
<br /> i FD F�OOR DRAIN STR STRUCTURE(AL)
<br /> ' FDN FOUNDATION SW SHERR WALL
<br /> �
<br /> � FIN GR FINISHED,FINAL GRADE T&B TOP AND BOTTOM Sheet Contents
<br /> � FIN FL FINISHED FLOOR T&G TOUNGE AND GROOVE
<br /> ' THK THICK(NESS) GENERAL v
<br /> ; FL FLOOR STRUCTURAL
<br /> � FRMG FRAMING TOC TOP OF CONCRETE
<br /> i F/S FAR SIDE TOS TOP OF STRUCTURAL STEEL NOTES,
<br /> TYP TYPICAL ABBREVIATIONS,
<br /> ; FTG FOOTING AND LEGEND
<br /> i GA GAUGE U/S UNDERSIDE
<br /> i GALV GALVANIZED UNO UNLESS NOTED OTHERWISE
<br /> ; GL GRIDLINE, BAYLINE VERT VERTICAL Job No.
<br /> i GLB GLULAM BEAM W W�DE 18-060
<br /> i GT GIRDER TRUSS W/ WITH
<br /> Sheet No.
<br /> ■
<br /> �'I�T�` �� EifE�E��
<br /> ���!'�����? ��� �����c�
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