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GENERAL ABBREVIATIONS GENERAL STRUCTURAL NOTES
<br /> 0 F. OUTSIDE H /� ((?
<br /> A.9. ANCHOR BOLT EL ELEVATION O.. OVERHANG THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PUNS.
<br /> ABV. ABOVE ENG. ENGINEER OPN'G OPENING
<br /> ADD'L ADORIONAL EQ. EQUAL CRITERIA I�DUSJc�J�=11,`ll�LN
<br /> ADJ. ADJACENT E.S. EACH SIDE ORNT. ORIENTATE(ION) WOOD
<br /> ALT. ALTERNATE EXIST. EXISTING P.A POST ABOVE N SHALL CONFORM TO THE REQUIREMENTS OF THE
<br /> APPRX. APPROXIMATE EXT. EXTERIOR 1.8 POST BELOW 20. FRAMING LUMBER SHALL 6E KILN DRIED OR MC-15,AND GRADED AND NARKED IN CONFORMANCE WITH W.C.L.B. I. ALL MATERIALS AND WORKMANSHIP DESIGN,AND CONSTRUCTIO
<br /> ARCH. ARCHITECTURAL FIFE FINISHED FLOOR ELEVATION PAR. PARALLEL STANDARD GRADING RULES FOR WEST COAST LUMBER,LATEST EDITION. FURNISH TO THE FOLLOWING DRAWINGS,SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE(1AC) (2012 EDITION). FT��II77
<br /> MINIMUM STANDARDS: Q�J(?je
<br /> 0 AT FAB. FABRICATION PERP. PERPENDICULAR 2. DESIGN CRITERIA
<br /> B. BOTTOM IND. FOUNDATION PL PLATE JOISTS (2x NENBERS) HEM-FlR LA0.2. ROOF UVE LOAD................. 25 PIS
<br /> BEL. BELOW FIN.
<br /> FINISH(ED)
<br /> DIY. QUANTITY FLOOR LIVE LOAD(RESIDENNJ.)......... 10 PSF
<br /> BLDG. BUILDING FLG. FLANGE REF. REFERENCE Ix BEAMS AND STRINGERS DOUGLAS FlR LA0.2. WIND....................... 110 MPH(3 SEC.GUST) EXPOSURE"C' 1 1 322 34TH.DR.S.E.
<br /> BNDRY. BOUNDARY FUR. FLOOR REO'D REQUIRED SEISMIC USE GROUP 1,SITE CLASS 0 EVERETT,WA 9e2DB
<br /> 8.0. BOTTOM OF... F.O. FACE OF... R.O. ROUGH OPENING EARTHQUAKE....''''.'...'..'• PST( p )
<br /> GROG. BRIDMNG) F'RM'G FRAMING SOHO. SCHEDULE 6x POSTS AND TIMBERS DOUGLAS FIR LA0.I. ALLOWABLE 501E PRESSURE........... 2,000 ENG EE OR colla IN cO IAL Rtl TEL:La251 33B D342
<br /> BRG. BEARING F.S. FAR SIDE SHT. SHEET SOILS ENGINEER 0R SURFING OFi1CUl.VERIFY c"„„c wrROa.xvR"mnxaa.om.
<br /> B/W BETWEEN ETG. FOOTING SIM. SIMILAR STUDS,PLATES AND MISC.LIGHT FRAMING DOUGLAS FIR OR HEM-FIR STANDARD GRADE.
<br /> CANT. CANTILEYER(ED) IRI GRADE BEAM SKW. SKEW(ED)
<br /> C.G. CENTER OF GRAVITY GRD. GRADE SPC. SPACING TOP AND BOTTOM PLATES AT BEARING WALLS DOUGLAS FIR CONSTRUCTION GRADE.
<br /> CENTENJNE (:WB GYPSUM WALL BOARD SO. SQUARE
<br /> ttR. CLEAR HIM HEADER 570. STANDARD BOLTED STUDS,LEDGERS AND PLATES DOUGLAS FlR,STANDARD GRADE. 3. STRUCTURAL DRAWINGS SHALL SI USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING
<br /> COL COLUMN HORZ. HORIZONTAL STGR. STAGGER CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR HE AY ILITYMAK AND SHALL NOTIFY
<br /> CONN. CONNECTION I.F. INSIDE FACE STIFF. STIFFENER 2r6 STUDS AND PLATES DOUGLAS FIR OR HEN FIR LA0.3/SND GRADE. ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MANE PROPER REVISIONS
<br /> CONST. CONSTRUCTION INT, INTERIOR STI. STEEL TO THE WORK, MAY 17, 2016
<br /> (26F-V4)
<br /> CONT. CONTINUOUS JST. JOIST STRUC. STRUCTURE(AL) GLUED LAMINATED BEAMS
<br /> INU
<br /> CTSK. COUNTERSINK K KIPS(1000 POUNDS) SYN. SYMETRICAL 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS Y.3q
<br /> DBL DOUBLE LAT. LATERAL T. TOP PARALLAM(PSL) (2.OE) UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. �,Z,R6 oY•Ayy
<br /> 0,DIA. DIAMETER II LINEAL FEET THIRD. THREAD(ED) MICROLAM(LYL) (1.9E)
<br /> DRAG. DIAGONAL MAT'L MATERIAL TYPRY. TEMPORARY 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED HIS
<br /> SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES,
<br /> DIAPH. DIAPHRAGM M.B. MACHINE BOLT(A307) T.O. TOP OF... SEQUENCES AND PROCEDURES REQUIRED TO PN60RY HIS WORK.
<br /> do DITTO(DO OVER) M.D. MID-DEPTH TRANS. TRANSVERSE 6. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER aeuz
<br /> D DEPTH MFR. MANUFACTURER TYR TYPICAL 21. PLYWOOD SHEATHING SHALL BE GRADE C-D. EXTERIOR GLUE OR STRUCTURAL 11,EXTERIOR GLUE IN
<br /> DWG. DRAWING MTL METAL UBC UNIFORM BUILDING CODE CONFORMANCE WITH I.B.C.STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT
<br /> DWL DOWEL (N) NEW MEMBER U.N.O. UNLESS OTHERWISE NOTED THICKNESS,EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR
<br /> SATISFY THIS REQUIREMENT.
<br /> (E) EXISTING MEMBER H.S. NEAR SIDE VERT. VERTICAL THICKNESS,PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 7, DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT Foo 5-rnucr�W+c-A-r
<br /> EA. EACH N.T.S. NOT TO SCALE VFY. VERIFY A001T1
<br /> E.F. EACH FACE D.C. ON CENTER W/ WITH 22. AL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TRE4TED CONSTRUCTION
<br /> ALLY INDICATED BUT ARE OF SIMILAR REVIEW AN TA DETAILS SHOWN.SIINUA DETAILS OF
<br /> W.F. 'WORK POINT WITH AN A.W.PA APPROVED PRESERVATIVE. CONSTRUCTION SHALL 8E USED,SUBJECT 10 REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
<br /> ENGINEER.
<br /> 23. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE-STRONG-TIE-BY SIMPSON COMPANY,AS B. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE
<br /> CONCRETE & MASONRY ABBREVIATIONS IED
<br /> SPECIFIED IN THEIR CATALOG NO.C-2009. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE AND ERECTION IN
<br /> SUBSTITUTED,PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPUER.
<br /> C.I.P. CAST IN PLACE EMBD. EMBED(OMENT). P/T POST TENSIONED AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE
<br /> C.J. CONTROL JOINT JT. JOINT REINF. REINFORCEMENT WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS,PLACE ON-HALF 9. SHOP DRAWINGS FOR REINFORCING STEEL
<br /> CMU COW-MASONRY UNIT LT.WT. LIGHT WEIGHT STIR. STIRRUP OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. SHALL BE SUBMITTED TO THE ARCHITECT
<br /> CONC. CONCRETE WAS. MASONRY WWF WELDED WIRE FABRIC PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS.
<br /> E.J. EXPANSION JOINT P/C PRECAST CONCRETE OTHERWISE,ALL NAILS SHALL BE COMMON. ALL SLAYS SHALL BE SEASONED AND DRIED AND THE SANE GRADE
<br /> (MINIMUM)AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEANS WITH"U"SERIES JOIST 10. SHOP DRAWING REVIEW:DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD,AND Z
<br /> HANGERS. ALL DOUBLE JOIST BEAMS STALL BE CONNECTED TO FLUSH BEANS WITH U SERIES HANGERS. ALL THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SMALL REVIEW AND STAMP DRAWINGS PRIOR TO
<br /> STEEL ABBREVIATIONS TRIPLE-JOIST REAMS SMALL BE CONNECTED TO FLUSH BEAMS WITH U-SERIES HANGERS. REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY;REPRODUCIBLE _
<br /> 24. ALL WOOD FRAMING DETAILS -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PIANS. WILL BE MARKED AND RETURNED.
<br /> B.F. BRACED FRAME LLH LONG LEG HORIZONTAL WTS WELDED THREADED STUD SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP O
<br /> CP COMPLETE PENETRATION LLV LONG LEG VERTICAL X-STG EXTRA STRONG A. MINIMUM NAILING REQUIPEYENTS: UNLESS OTHERWISE NOTED,MINIMUM NAKING SHALL.BE IN ACCORDANCE WITHIS
<br /> GA. GAGE NRF MOMENT RESISTING FRAME XX-STG DOUBLE EXTRA STRONG TABLE 2304.11.2.1 OF 7HE I.B.C. DRAWING SUBMITTALS UNDERSTANDS THE DESIGN CONCEPT,THAT HE TDEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL
<br /> BY DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR
<br /> GALV. GALVANIZED WHS WELDED HEADED SND THE CONTRACTOR HDQ
<br /> HE INTENDS TO FURNISH AND INSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE
<br /> HSB HIGH STRENGTH BOLT C. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH INTENDS TO USE. IF DEVIATIONS,DISCREPANCIES,OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND Q
<br /> AND DOUBLE JOINT HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS AND ROOFS UNLESS THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE
<br /> WOOD ABBREVIATIONS DETAILED OTHERWISE. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL PROCESSED BY THE ENGINEER,THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE W
<br /> DRAWINGS. FOLLOWED. U t7
<br /> B.N. BOUNDARY NAIL HCR. HANGER P.T. PRESSURE TREAT(ED) D. PROVIDE(2)2x10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS O
<br /> SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS ANO E%TERROR CUODING SIUAL INCLUDE THE Z N
<br /> CAM CAMBERED) LS. UG SCREW SHTG SHEATHING NOT DETAILED OTHERWISE. DESIGNING PROFESSIONAL ENGINEER'S STAMP,STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT 07
<br /> d PENNY ANAILS) LDGR. LEDGER SS SELECT STRUCTURAL
<br /> D.F. DOUGLAS FIR LSL TIMBER STRAND BEAN T3G TONGUE AND GROOVE E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE SND POSTS THROUGH FLOORS TO SUPPORTS BELOW. DESIGNER PRIOR D CURSORY REVIEW BY THE ENGINEER N RECORD FOR LOADS IMPOSER ON THE BASK:STRUCTURE.
<br /> F 0
<br /> E.N. EDGE NAIL LVL MICROLUN BUM TJ TRUSS JOIST MACMILLAN THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT W Z
<br /> SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE - 0
<br /> F.N. FACE KAIL PLYWO, PLYWOOD T.N. TOE NAIL F. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10'-0"IN HEIGHT. MAGNITUDE AND DIRECTION OF All LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE In 1-1,
<br /> OUB GLUE-LAMINATED BEAM PSL PARALUd1 BEAN
<br /> AVAILABLE UPON REQUEST. (yf Z
<br /> H.F. HEM-FlR G.. TRUSS MANUFACTURE TO PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AND TRUSS LATERAL BRACING. I1. INSPECTION: T Z
<br /> _
<br /> I. WALL FRAMING ALL SND WALLS SHOWN AND NOT OTHERWISE NOTED SMALL BE 2x4 STUDS 0 16"o.c.AT
<br /> EXPANSION I BOLTS,THREADED EXPANSION INSERTS,AND EPDXY 12 ISO,
<br /> Q N
<br /> INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH 2012 IBC,ASE Q
<br /> INTERIOR WALLS AND 2.6 0 IS"a.a."AT EXTERIOR WALLS. REQUIRED BY THE PERMIT ISSUING AGENCY AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY Z VI 3
<br /> JNGS. DESIGNATED BY THE ARCHITECT OR ENGINEER. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED
<br /> J. USE FULL LENGTH STUDS(BALLOON FRAME)ON EXTERIOR WALLS AT STAIRWAYS AND AT VAULTED CEILIO
<br /> NTTH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS.
<br /> K. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS AT 12"o.c. N N W
<br /> GEOTECHNICAL Q IX
<br /> STAGGERED. W
<br /> CLJCAp W� SCHEDULE L ALL WOOD SND WALLS SMALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NILS AT 12. FOUNDATION NOTES:SUBGRADE PREPARATION INCLUDING DRAINAGE,EXCAVATION.COMPACTION,AND FULLING W
<br /> JHDR 12'o.a STAGGERED UNLESS SHOWN OTHERWISE. REQUIREMENTS,SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED Q
<br /> PANEL PANEL EDGE FASTEN DOUBLE BOTTOM PLATE AND SILL PLATE ATTACHMENT M. ALL WOOD FRAMING DETULS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH(CONTROLLED,COMPACTED Q
<br /> BOTTOM PLATE ILL PLATE 13 STRUCTURAL FILL OR BOTH)AT LUST 18'BELOW LOWEST ADJACENT FINISHED GRADE FOOTING >
<br /> MARK SHEATHING EDGE NAIL TOP PLATE TO SILLST DE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING DEPTHS/ELEVATIONS SHOWN ON PUNS(OR IN DETAILS)ARE MINIMUM AND FOR GUIDANCE ONLY;THE ACTUAL
<br /> FRAMING STAGGERED FRAMING ABOVE NAILING TO ANCHORING N. ALL WOOD SND WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAYING BELOW WITH 16d NAILS AT 6" W
<br /> FRAMING BELOW PLATE TO CONCRETE o.c.STAGGERED OR BOLTED TO CONCRETE WITH 5/8'DIAMETER ANCHOR BOLTS 0 6'-0'c.c.UNLESS SHOWN ELEVATIONS OF FOOTINGS MU
<br /> OTHERWISE. LAB AND SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND
<br /> A35 CUPS 0 18'.'.TO PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT.
<br /> L 7/16'PLY.mr O.S.B.ONE SIDE 2x SND 8d 0 6. SINGLE ROW BUI OR JOIST I6d®o'o.c. 2X 5/8'0 x10"AB.0 48'o.e. 0, PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED)
<br /> 241 ALLOWABLE 501 PRESSURE..................2,000 PAF. Z
<br /> ad O 6'c.c. AT SHEET EDGES Q
<br /> w2 7/16"PLY. 0.5.8.ONE SIDE 2.SN .D 8d 0 4' A35 CUPS 0 12'R.c.M iEid®"o.,o.c" 2% 5/8'0 x10"A.B.0]2'a.t. Bd 0 12"o.c. AT INTERMEDIATE BEARING POINTS CONCRETE
<br /> SINGLE ROW BLI'G OR JOIST
<br /> 350 I]. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF T'c=3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 1/2
<br /> 3 7/16'PLY.ar O.S.B.ONE SK)E 3x STUN 8d 0 Yo.c. AP CUPS O 8'o.c.TD 16d 0 3'o.c. 2X 5/8'0 x10'A.B.0 Wo.c. SACKS OF CEMENT PER CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT.
<br /> 455 SINGLE ROW BlX'C OR JOIST P. ALL GIRDER TRUSSES.BEAMS AND HEADERS TO HAVE FULL BEARING WIDTH AT SUPPORT AND A MINIMUM OF CONCRETE DESIGN IS BASED ON A CONCRETE STRENGTH OF T'c=2500 psi
<br /> Q TWO ROWS LTP4 CUPS TWO ROWS 2-2%ANDS U.N.O. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO
<br /> 7/I6'PLY.or OS.B.TWO SKIES 7X SND Bd 0 3'o.c, 0 9'QU TO DBL ROW 16d 0 3.OC 3X 5/8"0 x12'A.B.0 1E._. I.B.C. THE AMOUNT SHALL BE 4%+/-1%BY VOLUME.
<br /> 910 R CONCRETE DESIGN IS BASED ON A CONCRETE STRENGTH OF Fc=25M pal.
<br /> 14. REINFORCING STEEL SHALL BE GRADE 6D,Fy=60,000 PSI.
<br /> SHEARWALL NOTES.
<br /> INDICATES AHEM WALL TYPE PER SHIM WALL SCHEDULE AND PLAN. 9. PROVIDE SOLID BLOCKING,DONNE FLOOR JOISTS OR BEAM PER PLM! I5. REINFORCING STEEL SHALL RE US REINAILED(INCLUDING HOOKS AND TENDS)IN ACCORDANCE WRIT THE LATEST Ad
<br /> 1 NO SHEAR WALL CAPACITY(IW./R) UNDER ALL SHEAR WALLS STANDARDS.WALL I LAP ALL CONTINUOUS REINFORCEMENT BARS 3T]0 BAR DIAMETERS 2'-MI MINIMUM). PROVIDE CORNER BARS AT
<br /> TYPICAL ROOF SHEATHING AT ADDITION ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS(2'-0'MINIMUM). UP ADJACENT MATS OF REVISIONS BY:
<br /> 10. FACE NAIL PLYWOOD TO EACH MULTIPLE SND AT HOLDOWN LOCATIONS WITH SAME WELDED WIRE FABRIC ONE FULL MESH(MINIMUM OF B")AT SIDES AND ENDS.
<br /> 2. SHEARWALL PLYWOOD 3 NAILING CONTINUES FOR FULL LENGTH OF _ EDGE NAIUNG PATTERN. 1/Y CDA PLYWOOD, INDEX 32/16, UNBLOCKED, LINO UP W/
<br /> FACE GRAIN PERPENDICULAR TO FRAMING BELOW,STAGGER ENO NO BMS PARTIALLY EMBEDDED IN HARDENED CONCRETE SMALL RE FIELD BENT UNLESS SPECIFICALLY 50 DETAILED
<br /> WALL SECTION U.N.O. JOINTS. MAIL AS FOLLOWS: OR APPROVED BY THE STRUCTURAL ENGINEER.
<br /> 3. ALL ANCHOR BOLTS SHALL HAVE 3'r 3'x 0.229'HOT DIPPED GALVANIZED PLATE WASHERS. 11. SFE GENERAL STRUCTURAL NOTES SHEEP SI.
<br /> DIAPHRAGM BOUNDARY AND OVER 16. CONCRETE PROTECTION(COYER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
<br /> 4. SOLD BLOCK ALL UNSUPPORTED PANEL EDGES PER SHEAR WALL SCHEDULE. 12. AT TWO SIDED PLYWOOD SHFARWALL,ALTERNATE ABUTTING PANEL EDGES ON EACH EXTERIOR WADS AND SHEARWALLS 8d 0 6"o.c. 3'
<br /> .
<br /> SIDE OF THE WALL TO FALL ON DIFFERENT FRAMING MEMBERS. FOOTINGS AND OTHER UNFORMED SURFACES,EARTH FACE.........
<br /> 5. NAUNG APPLES TO ALL PANEL EDGES,TOP AND BOTTOM PLATES AND EDGE BLOCKING. ALL SUPPORTED EDGES 8d 0 6'o.c. FORMED SURFACES EXPOSED TO EARTH(i.a.WALLS BELOW GROUND)OR WEATHER(/6 BMS OR LARfOR)... 2"
<br /> 6. STAGGER EDGE WRING AT ABUTTING PLYWOOD EDGES. 13. AT E%ISIING CONCRETE A4CHOR BOLTS CAN BE SUBSTITUTED WITH 5/8"DIAMETER Bd O 12' (/5 BARS OR SMALLER) .. 1-1/2'
<br /> EXPANSION BOLTS WITH 7"MIN EMBEDMENT AT THE SAME SPACING AS SPECIFIED FIELD o.c.
<br /> 17. CAST-IN-PLACE CONCRETE:SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND
<br /> 7. USE 8d(2 1/2'X 0.131'COMMON NAILS) FOR ANCHOR BOLTS. WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF
<br /> NOTE: ROOF SHEATHING TO CONTINUE UNDER ROOF OVERFRAMING. MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS.SEE ARCHITECTURAL DRAWINGS FOR ALL
<br /> 8 FIELD NAR.PLYW000 SHEAR WALLS W/8d 0 12"c.c.. GROOVES,NOTCHES,CHAMFERS,FEATURE STRIPS,COLOR,TEXTURE,AND OTHER FINISH DETAILS AT ALL EXPOSED MAY 13, 2016
<br /> CONCRETE SURFACES,BOTH CAST-IN-PLACE AND PRECAST.
<br /> IL NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN I OB, 1 6064
<br /> TYPICAL FLOOR SHEATHING AT ADDITION STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS.
<br /> DRAWN: KYS
<br /> T&G,COX PLYWOOD, INDEX 40/20, UNBLOCKED, LAD UP STEEL
<br /> W/ FACE GRAN PERPENDICULAR TO FRAMING BELOW, STAGGER
<br /> END JOINTS.. NAIL AS FOLLOWS: SCALE: 3/4r=1 I
<br /> DIAPHRAGM BOUNDARY AND OVER 19. BOLTS SHALL CONFORM TO ASTM A307. EXPANSION BOLTS SHALL BE'PARABOLT'OR APPROVED EQUAL INSTALLED
<br /> ocrERIOR WALLS AND SHEARWA.LS 8d O 6'o.c. N STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS.
<br /> ALL SUPPORTED EDGES 8d O 6"o.c.
<br /> FIELD__ 8d 0 10'o.c. s 1
<br /> OF 2 i
<br />
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