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Permit#: B1802-016 I 2 3 4 5 G 7 0 Site Address: 4814 VIEW DR SE _ •-' INTERNATIONAL BUILDING CODE(2015 EDITION) SLABS,WALLS AND JOISTS NOT EXPOSED TO EARTH OR WEATHER.1-1/2" OR-014-1-1/2"FOR UP TO a5 BAR DESIGNCODES AND LOADING: FORMED SURFACES IN DIRECT CONTACT WITH EARTH OR WEATHER:2' -I/2' FOR 014-018,3/4"FOR UP TO 05 ALL FRAMING CONNECTORS NOTED ARE PER SIMPSON STRONG TIE COMPANY INC.OR ENGINEER APPROVED Owner: VIEW DRIVE LLC BAR EQUAL.FOLLOW ALL MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. LIVE LOADS: BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER:I-1/2" Tenant: [TenNamej ROOF:20 PSF - ALL TREATED WOOD SHALL BE BRANDED WITH A QUALITY CONTROL AGENCY MARK BY AMERICAN WOOD ROOF SNOW: 25 PSF REINFORCING STEEL: PRESERVERS BUREAU OR EQUAL. App.Date: 2/15/2018 F GENERAL REMENTS: LATERAL LOADS. Proposed Use: SFR DETACHED STANDARDS REFOR SPECIAL INSPECTIONS: rOR ALL REINFORCING STEEL:ASTM A615 GRADE 60. p WIND:V35=110 MPH, EXP B,Kzt=E00 EPDXY COATED REINFORCING STEEL:ASTM A775 GRADE 60. GENERAL REQUIREMENTS: SEISMIC: 55=1.461,51=0.564,Sde=0.574,Sd1=0.564,Ie=10 ALL SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF THE 2015 IBC,CHAPTER 17. Description: INTERIOR WALL REMOVAL,REPLACED RISK CATEGORY II DETAILING(BENDS,HOOKS,SPLAYS,ETC)SHALL BE IN ACCORDANCE WITH ACI 315 AND 318(LATEST EDITION). SEISMIC SOIL SITE CLASS D ALL INSPECTIONS AS REQUIRED BY SECTION 110 OF THE 2015 INTERNATIONAL BUILDING CODE ARE REQUIRED. WITH 15 FT y+EAM SEISMIC DESIGN CATEGORY 0 MINIMUM LAP AT ALL CONTINUOUS REINFORCEMENT:30 BAR DIAMETERS OR I'-6'U.N.O.,SEE TABLE FOR INSPECTIONS SPECIFIED IN THESE NOTES ARE IN ADDITION TO THESE INSPECTIONS. "yJ"fl1/1,P/,/�T//// ///''' REQUIRED LENGTHS 6 /4 GENERAL: CITY INSPECTION 15 NOT A SUBSTITUTE FOR SPECIAL INSPECTION. `////J// / THE INTERNATIONAL BUILDING CODE AND STANDARDS SHALL GOVERN ALL MATERIALS AND WORKMANSHIP. CORNER BARS SHALL BE PROVIDED AT ALL CORNERS AND WALL OR FOOTING INTERSECTIONS.CORNER BAR Reviewed By: Date- LAPS SHALL BE A MINIMUM OF 30 BAR DIAMETERS OR I'-6°,SEE TABLE FOR REQUIRED LENGTHS. ANY WORK WHICH HAS BEEN COVERED BUT NOT PROPERLY INSPECTED BY THE SPECIAL INSPECTOR AND/OR ALL TEMPORARY SHORING OR BRACING 15 THE RESPONSIBILITY OF THE CONTRACTOR.THE DRAWINGS REFLECT THE CITY INSPECTOR 15 SUBJECT TO REMOVAL OR EXPOSURE- � THE FINAL FINISHED CONDITION OF THE STRUCTURE. I I F;Ice Set Job Site Set Fire/Planning Set ALL OPENINGS IN CONCRETE SLABS,WALLS,ETC.MUST HAVE(2)45 MIN.U.N.O.TRIM BARS ALL AROUND THE WHERE SPECIFICALLY REQUIRED,CONTINUOUS INSPECTION 15 REQUIRED DURING THE PERFORMANCE OF THE THESE DRAWINGS ARE NOT INTENDED TO SHOW EACH AND EVERY CONDITION,BUT INDICATE THE GENERAL OPENING.TRIM BARS MUST EXTEND 2'-6"PAST EVERY CORNER. WORK.THIS MAY BE A REQUIREMENT OF THE BUILDING CODE/LOCAL JURISDICTION OR THE MANUFACTURER. CONSTRUCTION.WHERE CONDITIONS ARE NOT SPECIFICALLY DETAILED,SIMILAR CONDITIONS SHALL BE USED AT FIELD BENDING OF BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE IS NOT ALLOWED UNLESS APPROVED THE DISCRETION AND APPROVAL OF THE ARCHITECT AND ENGINEER. BY THE STRUCTURAL ENGINEER. THE SPECIAL INSPECTOR MUST BE CERTIFIED TO PERFORM THE TYPES OF INSPECTION SPECIFIED AND SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL. THE CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE SAFETY AS WELL AS ALL MEANS,METHODS,AND STANDARD FOR ALL WELDED WIRE MESH:ASTM A-185.LAP ALL EDGES 11/2 MESH MINIMUM. SEQUENCES OF CONSTRUCTION TO SAFELY PERFORM THE WORK.AUE ENGINEERS HAS NO EXPERTISE IN NOR THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND INFORMING THE SPECIAL INSPECTOR OR CITY HAS BEEN RETAINED TO PROVIDE REVIEW OF THE CONTRACTORS SAFETY PRECAUTIONS AS THEY RELATE TO ALL REINFORCING STEEL SHALL BE FREE OF GREASE,OIL,OR MUD, ETC.AT THE TIME OF CONCRETE INSPECTOR AT LEAST ONE WORKING DAY BEFORE THE WORK IS TO BE PERFORMED UNLESS OTHER CONDITIONS THE CONSTRUCTION OF THIS PROJECT. PLACEMENT.INTENDED COATINGS SHALL BE PER PLANS OR APPROVED BY ENGINEER. ARE AGREED UPON. • E IF ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS,SPECIFICATIONS,OR OTHER DOCUMENTS,THE REQUIREMENTS OF THE SPECIAL INSPECTOR: CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH ALL BOLTS SHALL BE TIED IN PLACE 50 THAT THEY ARE HELD IN THE CORRECT FINAL POSITION THROUGHOUT THE SPECIAL INSPECTOR MUST WORK UNDER THE SUPERVISION OF A WASHINGTON LICENSED CIVIL ENGINEER. THE WORE,OR ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME.VERIFY AND COORDINATE THE CONCRETE PLACEMENT,DO NOT°WET STICK'BOLTS. OPENINGS IN FLOORS,WALLS AND ROOF WITH ARCHITECTURAL,MECHANICAL,AND ELECTRICAL DRAWINGS. WELDING REQUIREMENTS: THE SPECIAL INSPECTOR MUST PERSONALLY BE FAMILIAR WITH THE DRAWINGS AND MUST PERSONALLY THE ARCHITECTURAL DRAWINGS SHALL BE REFERENCED FOR WALLS,FINISHES AND DIMENSIONS.DIMENSIONS STANDARDS FOR WELDING OF REINFORCING BARS: ANSI/AWS DI.4-P8. OBSERVE ALL OF THE WORK REPORTED ON. PROVIDED ON THE STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE REINFORCEMENT SHALL NOT BE WELDED UNTIL A CHEMICAL ANALYSIS SUFFICIENT TO DETERMINE THE CARBON THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT AND ENGINEER. ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR EQUIVALENT 15 PERFORMED.THE CARBON EQUIVALENT OF REINFORCING STEEL BARS SHALL BE CALCULATED FROM THE CHEMICAL COMPOSITION AS SHOWN IN THE MILL TEST REPORT.IF MILL TEST REPORTS ARE NOT CORRECTION;THEN, IF NOT CORRECTED,TO THE BUILDING DEPARTMENT AND ENGINEER. ____ DRAWINGS ARE NOT TO BE SCALED. AVAILABLE,A CHEMICAL ANALYSIS SHALL BE MADE OF BARS REPRESENTATIVE OF THE BARS TO BE WELDED. \tA)0-FR„ THE CARBON EQUIVALENT(C.E.)SHALL NOT EXCEED.55.REINFORCEMENTS MEETING ASTM A706 DEEMED TO THE FINAL REPORT SHALL BE SIGNED BY A WASHINGTON LICENSED CIVIL ENGINEER AND SHALL STATE THAT \��, /pG SHOP DRAWINGS: MEET THE WELDABILITY (CU.REQUIREMENTS MAY BE USED IN LIEU OF TESTING.SPECIAL INSPECTION IS REQUIRED THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE y� I SHOP DRAWINGS ARE SPECIFICALLY REQUIRED FOR THE FOLLOWING ITEMS. WORKMANSHIP PROVISIONS OF IBC. �� . FOR ALL FIELD WELDING. // �3 REINFORCING STEEL SPECIFIC SPECIAL INSPECTIONS REQUIRED: to GLUE LAMINATED MEMBERS POST INSTALLED ANCHORS: �T PG zaasz �`� SUBMIT MIX DESIGN FOR REVIEW MASONRY INSTALLATION:0.5.0., INSTALLATION SHALL BE IN GROUTED CELLS ONLY.IF EMBEDMENT MUST BE ALL CONCRETE WHERE THE COMPRESSIVE STRENGTH(Pc)15 GREATER THAN 2,500 PSI EXCEPT AT SLAB ON FScrCRAL Ey6`V� PROVIDED IN AN UN-GROUTED CELL,NEW GROUT SHALL BE ADDED AT THAT CELL EXTENDING TO THE GRADES. S/OIVAL F'�Z10 t(/ THESE DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ARCHITECT FOR REVIEW.THE HORIZONTAL BOND BEAM BELOW.ONE EMBEDDED ITEM ONLY PER GROUTED CELL IS ALLOWED AND NO REVIEW WILL BE FOR THE DESIGN INTENT ONLY.THE SHOP DRAWINGS SHALL BE SUBMITTED BEFORE EMBEDDED ITEMS ARE ALLOWED WITHIN 8"OF A FREE EDGE. PLACEMENT OF ALL BOLTS,REINFORCING,OR EMBEDS IN CONCRETE. D PROCEEDING WITH FABRICATION AND SHALL ALLOW TWO WEEKS MINIMUM FOR REVIEW.WE WILL REVIEW ONLY ONE REPRODUCIBLE SET AND ONE COPY TO BE RETAINED BY AUE. HILTI HIT HY-70(ICC ESR-2682)OR APPROVED EQUAL SHALL BE USED FOR GROUTED MASONRY ALL EPDXY GROUTING OF BOLTS OR REINFORCING BARS. CONSTRUCTION.HILTI HIT H7-70(ICC ESR-3342)OR APPROVED EQUAL SHALL BE USED FOR UN-GROUTED _ ,t FOOTING AND FOUNDATION LOADING: MASONRY CONSTRUCTION,AND POWERS PEI000+EPDXY(ICC ESR-2583, LARR-25045)OR APPROVED EQUAL ALL POST-INSTALLED ANCHORS. SOILS REPORT:N/A SHALL BE USED FOR CONCRETE CONSTRUCTION WHERE EPDXY GROUT 15 SPECIFIED,U N.0 ON PLANS OR IN If o w DETAILS. THAT SOIL EXCAVATIONS EXTEND TO DEPTH AND BEARING STRATA. 111 '.1"At o ALLOWABLE SOIL BEARING PRESSURE: 1500 PSF I-¢�$w (ASSUMED) MANUFACTURER'S RECOMMENDATIONS AND ICC REPORT SHALL BE FOLLOWED DURING THE PREPARATION AND DISCLAIMER: tD a SPECIFIED SOIL SITE CLASS: D(ASSUMED) INSTALLATION OF ALL GROUTED BOLTS,RODS AND REINFORCING BARS. THESE DOCUMENTS AND THE DESIGN ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REUSED IN ANY ' o o 6 WAY WITHOUT WRITTEN APPROVAL OF AUE.IT 15 OUR INTENT THAT THIS DESIGN MEETS THE NORMAL w m ALL SOIL CRITERIA MUST BE VERIFIED IN THE FIELD.ALL DATA LISTED WAS ASSUMED PER INFORMATION POWERS POWER-STUD+SDI(ICC ESR-2966,LARR-25864)OR APPROVED EQUAL FOR MASONRY CONSTRUCTION STANDARD OF CARE WITHIN THIS INDUSTRY.NO OTHER WARRANTY 15 PROVIDED OR IMPLIED. 4 -' o' PROVIDED. AND POWERS POWER-STUD+SD2(ICC ESR-2502,LARR-25831)OR APPROVED EQUAL FOR CONCRETE w m,`I CONSTRUCTION SHALL BE USED WHERE EXPANSION BOLTS ARE SPECIFIED,U.N.O.ON PLANS OR IN DETAILS. _ ALL FOOTING DIMENSIONS ARE MINIMUMS. /� °°° ��' Q NOH NON-SHRINK SHALLGROBE CUT TOAS NLL ANCHORS. THE DE OR ABANDONED HOLES SHALLYT BE FILLED my Mar (21‘1 A C ��igas,-.f/ Q�6� S g,0� SUBGRADE WALLS ARE DESIGNED ASSUMING A"DRAINED'CONDITION,SEE CIVIL AND MECHANICAL DRAWINGS WITH NON-SHRINK GROUT THAT AS A MINIMUM MATCHES THE ADJACENT CONCRETE/MASONRY STRENGTH. Ate,("I. FOR SUBGRADE DRAINAGE SYSTEM.SUBGRADE WALLS SHALL ATTAIN THEIR DESIGN STRENGTH PRIOR TO PLACING BACKFILL.THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACES FOR WALLS IF BACKFILL IS PLACED SPECIAL INSPECTION 15 REQUIRED FOR INSTALLATION OF ALL POST INSTALLED ANCHORS. BEFORE WALLS AND SLABS ACHIEVE THEIR DESIGN STRENGTH OR IF WALL RELIES ON UPPER SLAB FOR N �, SUPPORT. GLUE LAMINATED TIMBER: BENDING STRESS Fb 2400 psi TENSION,TYP C REINFORCED CONCRETE: MOISTURE CONTENT 16%MAX. MINIMUM CONCRETE PROPERTIES: STANDARD CAMBER 3,500 FT.RADIUS AND. W M ALL CONCRETE EXPOSURE CATEGORIES PER ACI 318 TABLE 4.2.1 �j� /� ,y flry e ss�� o • O GLU-LAM TIMBER REFERRED TO IN THESE PLANS ARE DOUGLAS FIR COMBINATION 24F-V4 FOR SIMPLE SPANS g // ` 11 6°/, ) per{.�1 eJ KI D,6L 4 LA a�S frir2.� 1 0 z 00 N STRUCTURAL CONCRETE(EXPOSURE FI/F2):f4=4,500 psi,(28-DAY STRENGTH(To)) AND 24F-V8 FOR CANTILEVER AND CONTINUOUS SPANS. �/ °_V_'v �.J �o ;ir� 2,� W p cn o GENERAL REQUIREMENTS: AITC 117-MOST RECENT EDITION SHALL BE THE BASIS FOR ALL ERECTION AND FABRICATION. �yq /1/ /2. 2 /y (7) - Q ALL CONCRETE WITH EXPOSURES EXCEEDING FO SHALL HAVE AIR ENTRAINMENT PER AC1318 TABLE 4.4.1 OR AS ! �� /7 /�.N� /,(`� L,J W NOTED: WET-USE ADHESIVES ARE REQUIRED. 1 CC -CONCRETE EXPOSED(FI)TO MOISTURE AND FREEZING/THAWING SHALL HAVE 5%AIR ENTRAINMENT+/-1.5% -CONCRETE EXPOSED(F2/F3)TO CONTINUOUS MOISTURE OR SOIL AND FREEZING/THAWING SHALL HAVE 6% ALL WOOD I'AND CLOSER TO CONCRETE SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. Z d I . AIR ENTRAINMENT+/-1.5% 0 — IW ALL NAILS IN TREATED TIMBER SHALL BE GALVANIZED. (/7 � CONCRETE SLUMP SHALL BE 3'MAX PRIOR TO ADDITION OF ADMIXTURES AND 8'MAX SLUMP AFTER ADDITION. r 00 Lv CONVENTIONAL STRUCTURAL LUMBER: CITY OF EVER.ETT < W CALCIUM CHLORIDE MAY NOT BE USED. STRUCTURAL WOOD GRADES: L,.. L• JOISTS D.F. UI REVIEWED FOR. PERMIT 2, NOMINAL AGGREGATE SIZE SHALL BE LIMITED TO 3/4"MAXIMUM,U.N.O. .O.OR AS APPROVED BY THE ENGINEER. BEAMS AND POSTS D.F..al, STUDS D.F.rig OR BETTER. ALL CONCRETE SHALL HAVE 5 1/2 SACKS MINIMUM OF CEMENT PER CUBIC YARD AND A MAXIMUM GENERAL REQUIREMENTS: WATER/CEMENT RATIO=0.45. 0 ALL TIMBER DIMENSIONS NOTED ARE NOMINAL. GENERAL ^BBR E\ IAT1ONS FLYASH MAY BE USED TO REPLACE UP TO A MAXIMUM OF 25%OF CEMENT BY WEIGHT, hiLJJJI\L V IVU ALL WOOD ADJACENT TO OR WITHIN I"OF CONCRETE OR CMU OR WITHIN 6"OF EARTH SHALL BE TREATED AB,A.B. ANCHOR BOLT CJ,C J. CONTRACTUAL JOINT EJ, E.J. EXPANSION JOINT GRD GRADE LVL MICROLLAM BEAM PT,P.T. PRESSURE TREATED TEG TONGUE AND GROOVE 1551ED i REVI5GN5 DATE CONCRETE SUPPLIER SHALL COORDINATE EXPECTED WATER VAPOR TRANSMISSION RATES DURING CURING OF WITH AN APPROVED PRESERVATIVE. AB. ABOVE CL CENTER LINE EMBED. EMBEDMENT GWB GYPSUM WALL MAS. MASONRY P/T POST TENSIONED THR'D THREAD(ED) THE CONCRETE WITH CONTRACTOR AND ARCHITECT TO ALLOW FOR FLOORING/ROOFING TO BE INSTALLED. ADD'L ADDITIONAL CLR CLEAR EL,ELEV. ELEVATION BOARD MAT'L MATERIAL OTY QUANTITY TJ TRUSS JOIST MILD STEEL PLATE WASHERS ARE REQUIRED AT ALL BOLTS AND NUTS BEARING ON WOOD EXCEPT ADJ. ADJACENT CMU CONC.MASONRY UNIT EN,E.N. EDGE NAIL HDR HEADER MB MACHINE BOLT REF. REFERENCE MACMILLAN ELECTRICAL CONDUIT PLACED IN CONCRETE SHALL BE RIGID STEEL OR FLEXIBLE PLASTIC CONDUIT,NO THAT 1/4"X 3'X 3"PLATE WASHERS SHALL BE PROVIDED AT SILL PLATES IN 4"WIDE WALLS ALT. ALTERNATE COL. COLUMN ENG ENGINEER HF,H.F. HEM-FIR (A307) REINF. REINFORCEMENT TMPRY TEMPORARY ALUMINUM 15 ALLOWED.FOR CONDUIT PLACED IN SLABS THE MAXIMUM OUTSIDE DIAMETER SHALL NOT EXCEED AND 1/4'X3"X4-1/2"WASHERS AT 6"WIDE WALLS.PLATE WASHER MUST BE LOCATED SUCH THAT GAP TO APPRX. APPROXIMATE CONC. CONCRETE EQ EQUAL HGR HANGER MD MID-DEPTH REQ'D REQUIRED TN,T.N. TOE NAIL I/6 TIMES SLAB THICKNESS AND IT SHALL BE LOCATED IN THE MIDDLE THIRD.NO MORE THAN ONE LAYER OF PLYWOOD SHEATHING DOES NOT EXCEED 1/2". CAST IN PLACE HEADED BOLTS FOR SILL PLATES TO BE ARCH ARCHITECTURAL CONN. CONNECT(ION) ES, E.S. EACH SIDE HORZ. HORIZONTAL MRF MOMENT RESISTING R0,R.O. ROUGH OPENING T.O. TOP OF CONDUIT MAY BE USED,ANCHOR CONDUIT TO A MINIMUM OF 04 @ 12"0.C.PERPENDICULAR TO CONDUIT AND TIED INTO THE REINFORCING 50 THAT THEY EXTEND PERPENDICULAR FROM SURFACE,DO NOT'WET SET' @ AT CONST. CONSTRUCTION EXIST EXISTING H5B HIGH STRENGTH BOLT FRAME SCHD SCHEDULE TRANS. TRANSVERSE EXTENDING 12'MINIMUM BEYOND.FOR CONDUIT PLACED IN CONCRETE OVER METAL DECKING,CONDUIT MAY RUN BOLTS. BOT. BOTTOM CONT. CONTINUOUS EXT. EXTERIOR (A325 UNO) MFR MANUFACTURER SHT SHEET TYP. TYPICAL IN THE VALLEY OF THE DECK FLUTES ONLY WITH A MINIMUM OF I'COVER ABOVE AND NO MORE THAN ONE BF,B.F. BRACED FRAME CTSK COUNTERSINK FFE FINISH FLOOR ELEV. HT HEIGHT MTL METAL SHAG SHEATHING UNO UNLESS OTHERWISE CONDUIT PER DECK FLUTE.CONDUIT SHALL NOT BE LOCATED IN FOOTINGS,BEAMS OR GIRDERS WITHOUT ALL MINIMUM NAILING SHALL MEET THE REQUIREMENTS OF TABLE 2304.51 OF THE IBC U.N.O.ALL NAILS ARE BEL. BELOW d PENNY(NAILS) FAB. FABRICATION IF, I.F. INSIDE FACE (N) NEW MEMBER SIM. SIMILAR NOTED SHEET NAME TO BE'COMMON'(IOd NAIL DIAMETER TO BE 0.148°, 16d DIAMETER TO BE 0.162") BLDG BUILDING DET. DETAIL END FOUNDATION INT. INTERIOR NS,NS. NEAR SIDE SEW SKEWED) VERT. VERTICAL GENERAL NOTES& PRIOR APPROVAL OF THE ENGINEER. BLKG BLOCKING DBL DOUBLE FIN. FINISH(ED) JST JOIST NTS NOT TO SCALE SOG SLAB ON GRADE VFY VERIFY BN B.N. BOUNDARY NAIL DF,D.F. DOUGLAS FIR FLG FLANGE JT JOINT OC,O.C. ON CENTER SPC SPACING W/ WITH ABBREVIATIONS NON SHRINK GROUT FOR BASE PLATES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6,000 PSI.GROUT ALL LAG AND WOOD SCREWS TO BE THREADED FULL LENGTH OF THE PORTION EMBEDDED INTO THE WOOD BNDRY BOUNDARY d,DIA. DIAMETER FLR FLOOR K KIPS(1,000 POUNDS) OF,Q.F. OUTSIDE FACE 50. SQUARE OOHS WELDED HEADED SHALL BE AN APPROVED CEMENTITIOUS MATERIAL WITH NATURAL AGGREGATES AND INSTALLED PER THE UNLESS SPECIFICALLY ALLOWED OTHERWISE WHEN THEY SHALL BE'FULL BODIED'LAGS ABOVE THE THREADS. SM BEAM DIAG. DIAGONAL FN,F.N. FACE NAIL LAT. LATERAL OH OVER HANG 55 SELECT STRUCTURAL STUD MANUFACTURES DIRECTIONS.IF FLOWABLE GROUT MIX IS NOT ADEQUATE FOR COVERAGE AN EPDXY GROUT MAY FOR LAG SCREWS OVER 3/8"DIAMETER PROVIDE A PILOT HOLE APPROXIMATELY 65 PERCENT THE DIAMETER B.O. BOTTOM OF DIAPH. DIAPHRAGM FO, F.O. FACE OF LDGR LEDGER OPN'G OPENING STD STANDARD WP WORK POINT BE USED. OF THE LAG AT THE ROOT OF THE THREADED PORTION.ALL LAG AND WOOD SCREWS MUST BE'TURNED'FOR BRDG BRIDGE(ING) do DITTO(DO OVER) FRM'G FRAMING LF LINEAL FEET ORNT ORIANTATE(ION) STGR STAGGER WS WESTERN SERIES INSTALLATION DO NOT DRIVE INTO PLACE. BRG BEARING D DEPTH F5, F.S. FAR SIDE LLH LONG LEG HORIZ. PAR PARALLEL STIFF. STIFFENER NTS WELDED THREADED A CONCRETE PLACED DURING FREEZING OR NEAR-FREEZING WEATHER SHALL COMPLY WITH REQUIREMENTS OF ACI B/W BETWEEN DWG DRAWING FTG FOOTING LLV LONG LEG VERTICAL P/C PRECAST CONCRETE STIR. STIRRUP STUD SHEET No. 318-5.12.CONCRETE PLACED DURING HOT WEATHER SHALL COMPLY WITH ACI 318-5.13. BOLTS,SCREWS,LAGS AND NAILS PLACED IN PRESERVATIVE TREATED TIMBER SHALL BE HOT DIPPED CAM CAMBER(ED) DSL DOWEL GA GAGE L5 LAG SCREW PEEP. PERPENDICULAR STL STEEL WWF WELDED WIRE FABRIC ZINC-COATED GALVANIZED STEEL OR STAINLESS STEEL.ALL CONNECTORS IN CONTACT WITH PRESERVATIVE CANT. CANTLEVER(ED) (E) EXISTING MEMBER GALV. GALVANIZED L5L TIMBER STRAND PL PLATE STRUC. STRUCTURE(AL) X-STG EXTRA STRONG w CONCRETE CLEAR COVER FOR REINFORCING STEEL 15 AS FOLLOWS: TREATED LUMBER SHALL HAVE AS A MINIMUM ZINC COATED GALVANIZED STEEL PER ASTM A653 TYPE GI85 CG CENTER OF GRAVITY EA. EACH GB,G.B. GRADE BEAM BEAM PLYWD PLYWOOD SYM. SYMETRICAL XX-STG DOUBLE EXTRA S.00 1 FOOTINGS AND OTHER UNFORMED SURFACES,EARTH FACE 3° OR EQUIVALENT. GIP CAST IN PLACE EF,E.F. EACH FACE GLB GLU-LAM.BEAM LT WT LIGHT WEIGHT PSL PARALLAM BEAM T TOP STRONG ��/// COPYRIGHT©2010 AUE