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J 0 SINGLE FAMILY DECK FLOOR PLAN SINGLE FAMILY DECK FRAMING • PLAN DIAGONAL 11% e� REVISIONII C 0 N a i ti Joh No.. 12-11 x Sheet No: SheetOrder. A S D 1 ABBREVIATIONS 2 STRUCTURAL NO MD IN. INCE(S) 01002 GENERAL REQUIREMENTS 03000 CQNp5TE 06102 FRMWD NOTES 4 ROUGH FRAMING NAILING SCHEDULE O AT INFO. INFORMATION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS MID SPECIFICATIONS ANY CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CON*INSTITUTE INSTITUTE FRAMING CONNECTORS ACCESSORIES.MD FASTENERS AS NOTED IN TIE PLANS AND m FEET(FOOT) INT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS,NOTES SPECIFICATIONS.SITE CONDITIONS, STANDARD AO 318-05'BUILDING CODE REQUIREMENTS FOR STRUC CONCRETE'. DETAILS SHALL BE AS MANUFACTURED BY RMPSON STRONG-RE.EQUIVALENT HARDWARE INCH• (INCHES) AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL "' MAY BE USED WITH PRIOR APPROVAL BY ENGINEER OF RECORD.INSTALL AU.HARDWARE ROXN Rom WALING SCHEDULE(II LEU OF HE TABS 2779.1) a 2 POUND(S),NUMBER ..IST. JOST CORRECT THE DISCREPANCY IN WRITING ANY WORK COMPLETED AFTER DISCOVERY OF CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903.ADMI "� CTW PER MANUFACTURERS'SPECIFICATIONS.WHERE STRAPS CONNECT TWO MEMBERS 3 EQUAL(S) JT. JOINT ME DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RIS(. REFER TO APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY BATH AO TOGETHER PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER.PROVIDE CONNECTIOI FASTENING / PER ARCHITECTURAL PLANS FOR OPENINGS,ARCHITECTURAL TREATMENTS,AND DIMENSIONS 3.6.CONCRETE EXPOSED TO FREEZING AND THAWING STALL HAVE AN ENTRAINING SOLID BLOCKING AT ALL BEARING POINTS. DI SEE SECTION 06071 FOR FASTENER 1. ST TO SILL 0R ORDER (3)0.131•X 2.5.1FENALS U K KIPS(1000) NOT SHOWN.CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC.NOT SHOWN. ADMIXTURE CONFORMING TO INC SECTION 1904.2.THE USE OF WATER, UBLE CHLORIDE REQUIREMENTS AT TREATED LUMBER.TYPICAL NAILING NOT SHOWN PER PLAN.DETAIL,OR 2.05090 TO JOIST (3)0.131'X 25"TOENAILS EA.END Z m."P AR ANCHOR BOLT ION SHALL NOT BE USED. M: SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER MC TABLE 2304.9.1 OR TO 3.1X6 OR LESS SUDOR TO.ST, (2)0231'X 25'FACE NAIL - ABV ABOVE LAT. LATERAL THE CONTRACTOR SHALL PROVIDE BRACING MO SUPPORT REQUIRED FOR TEMPORARY THE FASTENING SCHEDULE ON SHEET 51.1. 4.HIAN DER RIM 7116 SUBFLR TO.GT•(3)0.131'X 25'FACE NAA m ADD. ADDITIONAL LB. POUND(S) CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REWIRED DURING THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECIRD`IHIRPBDFAL. 5 2•RIBLOOR TO J5E./IMIDER (2)0.148'X 3.25'BUND&FACE NA H m ADJ. ADJACENT LB. LAG BOLT(S) ERECTION.BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE FOUR WEEKS PRIOR TO PLACING CONCRETE.MIX DESIGNS SHALL BE REN NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAL DIMENSIONS ARE AS 12111Y MOST TO TOP PLATE (1)0.148 X 3.25'AT 12'DC TOENAIL ALUM. ALUMNUM LG LONG(RUDINAL) PROPERLY SUPPORTED. CONFORMANCE TO IBC SECTIONS 1904 AND 1905. FOLLOWS: 24.B1FT-OP ORDERS AND BEAMS (1)5748'X325'AT 12'ER EDGE STAGC-FRED ALT. ALTERNATE LGT1. LENGTH THE CONTRACTOR SHALL BE RESPONSBF FCR COORDINATION OF ALL WORK.THE CONCRETE MID DESONS SHALL MEET THE FOLLOWING REQUIREMENTS NAIL SME DIAMETER LENGTH L.=m APPRX APPROXIMATE(LY) LIGHT GAUGE METAL FRAMING CONTRACTOR SHALL BE RESPONSBE FOR THE COORDINATION OF THE EXCAVATION, ARCH, ARCHITECT(URAL) WI LONG LEG HORIZONTAL `� 8d 0.131' 2.5' N w m ASSY ASSEMBLY UV LONG LEG VERTICAL SHORING,AND OTHER WORK WITH ALL LOUSES AND ADJACENT PROPERTIES CALL THE 28 DAY MAX MAX. AIR SPECIAL LOCATION 10d 0.148• 30' LAXITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-332-2344, • B. BOTTOM LSH LONG SLOTTED HOES) STRENGTH W/C SUMP ENTRAINMENT INSPECTION AND b 12d 0.148' 125' H BEL BELOW LT.WE MIT NEI0HT Fc(PS) RATIO (INCHES)(PERCENT) REWIRED APPICA 4 16d 0.162' 3.5" 'En m BEN BOUNDARY EDGE NAIUNG LW. LIGHT WEIGHT 01102 COOS REOUNBENTS C' _ B.F. BRACED FRAME ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2014 CRSC(2014 OREGON 2500 0.45 431 Ott NO FOOTINGS UNLESS NOTED OTHERWISE PER SNEARWALL SCHEDULE OR PLANS,ANCHOR BOLTS AT W U BLDG BUILDING NAS MASONRY STRUCTURAL SPECIALTY CODE)AS ADOPTED BY WASHINGTON COUNTY,OREGON. 307 0.45 431 531 NO EXTERIOR 9A8 ON GRADE, 'E. SILL PLATES SHALL BE 5/8'DWAETER H4 H 7"MNIMUM EMBEDMENT INTO CONCRETE n tv BILK BLOCK MASH. MASONRY DRIVEWAYS,CNBS.WALKWAYS,PATIOS PORCHES,SILP]EXPOSED TO AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BEA MINIMUM BUM BLOCKING MAT. MATERIAL 01200 BE90/LOADS HEATHER,AND GARAGE FLOORS OF TWO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12'NOR LESS -x d' BLW. BELOW MAX MAXIMUM SVE LOADS 2500 0.50 Stt 037 NO ALL OTHER•' s.TE TIAN 4.5"FROM EACH END 7 THE PIECE. A 3'S3"X5229'PLATE WASHER SHALL BE U BM. BEAM M.& MACHINE BOLT DECK(SNOW) 25 PSFL z N BART BPopG MASONRY UNIT MBA METAL BUILDING MANUFACTURER ONE COMPRESSION TEST MINIMUM SHALL BE COMPILED FOR EVERY'4,CUBIC YARD PROVIDED FOR ALL ANCHOR BOLTS(DO NOT COUNTER-SINK PLATE WASHERS). A 13/16' BN BOUNDARY NAUNG MECH. MECHANICAL DECO(CAVE) 40 PS 5000 SQUARE FEET OF SURFACE AREA FOR EACH MX DESIGN• - ',. X 1 3/4'DIAGONAL SLOTTED HOE IN THE 3'X 3"PLATE WASHER IS ALLOWED WITIi A m o BNDRY. BOUNDARY M.EJ.MASONRY EXPANSION JOINT SNOW LOAD DESIGN DATA.. TEST SHALL BE THE AVERAGE STRENGTH EMF TWO CYLINDERS 9>-`' '�`7'Pi STANDARD 1ST WASHER to T.N B.O. BOTTOM OF MEM. MEZZANINE SAMPLE AND TESTED AT THE SPECIFIED ACE ADDITIONAL CriINDE AY BE MADE FOR P BOOT BOTTOM OF EXUYATION MFR. MANUFACTURER g=20 PSF,PR=14 PSF,CO=1.0.Is=I.5 Ct=T.D INFORMATION REGARDING POST TENSIONING FORM REMOVAL,S .a DEVELOPMENT,OR BBIO1.FOIST MN BEAM IIAHI GERS B.O.F. BOTTOM OF FOOTING MIN, MINIMUM OTHER PURPOSES CONCRETE SHALL BE ACCEPTABLE IF: )-- , BRDG BOOCE(INGj RISC MISCELLANEOUS WIND DESIGN DATA(UPLGT): 1.NO TEST FALLS SOIL PSI BELOW THE SPECIFIED SIRENGTIH - JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY ERG. BEARING MT_ PETAL BASIC HIND SPEED ,20 MPH(CALL)93 YPH(ASI)) 2 THE AVERAGE O ALL SETS OF 3 CONSECUTIVE TESTS DOES FALL SMPSW STRONG-TE.EQUIVALENT AAFE MAY BE USED WITH PRIOR APPROVAL BY WIND IMPORTANCE FACTOR Iw=10 BELOW THE SPECIFIED STRENGTH, ENGINEER OF RECORD.JOIST AND BEAM HANGERS SHALL BE PER PLANS OR DETAILS BTM. BOTTOM WIND EXPPOSUR: EXPOSURE B CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT TO THER TE ,` BINS BETWEEN (N) NEW TOPOGRAPHICAL FACTOR: Kz,=1.0 AT NO ADDITIONAL EXPENSE TO THE OWNER ' N.L& NON-LOAD BEARING C CAMBER N0. NUMBER INTERNAL PRESSURE COEFROENT: GCPH=4/-0.18 ":� 0617:SNERIIOTGE OF WOW FRAYING CAMS. CAABER(ED) N.S. NEAR 90E COMPONENT/CADDING WIND PRESSURE: P(C)=25 PSE RESTORING WHERE REQUIRED,SHALL CONFORM TO ACI 301 SECTION SUBMIT .r RIUNKA6E IN XOW FRAMING IS DIE TO LOSS OF MOISTURE CONTENT AND TO - N,LS NOT TO SCALE PROPOSED RESTORING PLANS TO THE ENGINEER OF RECORD FCR REN COMPRESSORMECHANICAL OF ASSEMBLIES(X 7000 COMPONENTS PLUMBING ELECTRICAL,AND 2 Ns CANT. CAMTLEYER(ED) SmILMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED ABSBUILT 4, SO-1 (3)2W A(1) ry �.� CF CUBIC FOOT N.W.CNORMAL WEIGHT CONCRETE EARTHQUAKE DES CH DATA2XB 70Y RA POST � 41Z.....---,-- CF IMPORTANCE FACTOR le=1.0 CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3 4 INCH IF NOT , TO ACCOMMODATE 1/4 NCH PER FLOOR WOOD SHRINKAGE.THE USE OF ION DRIED ry S CLP. CAST IN PUCE 0.G ON CENTER SPECTRAL RESPONSE ACP'FI FRATONR Ss=1.004 51=0.442 9'EQFlED BY THE ARCHITECT. / LUMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO (TY') T 4, G1 CENTER JOINTCCL BELOW _ _ b 4i GL CENTER UNE O.D. OUTSIDE DIAMETER SITE CLASS SITE CUSS 0 a APPLICATION OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. z n / j MG O.F. OUTSIDE FACE SPECTRAL RESPONSE COEFFICIENTS: 92S=0.735 SO,=0,46 L. a IT OR CLEAR G O.H. OPPOSITE HAND SJSMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D III ��. IIIIIM �dy� _ COL COLUMN GPNG. OPENING BASIC FORCE RESSTING SYSTEM: BEARING WALL SYSTEM 06160 WORD SEARING r", 1 CONN. CONNNEECCTION DINT. OETE LIPP. ORIENTIATFOON) RESPONSE MCOIF1 ON FACTOR R=65TE DESGN BASE SHEAR Cs= 1(UGHT-FRAME WALLS) 01100 RE/FORCING STEEL AMERICAN PLYWOOD 4 STRUCTURAL WOOD�ASSOOATON.MOO SHEATHING PANELS EATHING PANHAVE AELS SHALL BE CGRADE SD INT APA OF THE �zr II' �� '!III ry • �1S193 1 R CONST. CONSTRUCTION OSB ORIENTED STRAND BOARD ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE REINFORCING STEEL DETAILING FABRICATOR,AND PLACEMENT STALL BE p CONT. CONTINUOS O.W.J. OPEN WEB DOST 318-05.REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: a,. NTH EXTERIOR GLUE(COX).ORIENTED STRAND BOARD(OSB)PANELS SHALL BE 3 u� 3 CONT. COUNTERSINK 7300 GEOIECFNTCAI,IFORYAl10N • - EXPOSURE 1.PANELS SHALL HAVE THE FOLLOWING THICKNESS.SPAN RATING AND 9)-1 illi SD-I CTR CENTER(ED) PAR PARALLEL EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICAL ASTM A-615 DEFORMED BARS GRADE 40(fp4S KSI)FOR/3 BARS ONLY FASTENING UNLESS NOTED OTIENWISE PER PUN: y ( ) P/C PRECAST ENGINEERING RECOMMENDATIONS ALL FOUNOATONS ARE 70 BE FOUNDED ON ASTM A-615 DEFORMED BARS GRADE 60(TJ=60 KS)FOR j4 BARS AND LARGER 4 NEDNCELS NAILS CY CITRIC YARD / E FIELD -7--.... N:..E'EN PANEL EDGE NAIL COMPETENT NAIVE MATERIA OR BY OTHER MEANS AS DEFINED BY A LICENSED ASTM A-706 DEFORMED BARS GRADE 60(f=60 KSQ FOR ALL WELDABLE BARS < el ICEOTECHNICAL ENGINEER ASTM A-185 SMOOTH BAR 1-60 K9 FOR WELDED WIRE FABRIC ROOF: 3/16'PARA CDD APA-OX TAG Bd AT 6' Bd AT 12• 2:9 O RATAN o A d PENNY MALS PERP. PERPENDICULAR (y= ) DECK FILMUNCII o o c PENNY(NAILS) FL PLATE FLOOR 3/4"APA RATED STURD-I-FLOOR OSB 40/20 TAG 10d AT 6' tOd AT 12" OB DROPPED BEAM PL PROPERTY UNE CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED NTH THE FOLLOWING PARAMETERS: REINFORCING FOR SLABS ON GRADE SHALL BE RSR WI.4XWI.4 WI1DE - SHEARWAL•7/16"C-0 W/EXTERIOR SUE SEE SCEDULE SHEET 57.1 DBA DEFORMED BAR ANCHORS PLN PLAN w GBL DOUBLE ALLOWABLE BEARING PRESSURE 2000 PSE FIBER MESH UNLESS NOTED OTHERWISE.PROVIDE LAP SPLICES PER TH - t'o. p DCW DEMAND CRITICAL WELD PLMBG PLUMBING ACTIVE EARTH PRESSURE(WILDING) 35 PCF - SCHEDULE 7 SHEET S6.0.REINFORCING STEEL.AT ALL WALLS,SLABS,AND FOOTINGS ALL ROOF AND FLOOR SHUTTING PANELS SHALL BE INSTALLED FACE GRAIN DEPT. DEPARTMENT RYWD. PLYWOOD ACTIVE EARTH PRESSURE(AT-RESP) 50 PCF STALL BE CONTINUOUS AROUND CORNERS FUSE CORNER BARS SHALL BE PROVIDE PERPENDICULAR TO SUPPORTS ANG N A STAGGERED PATTERN UNLESS NOTED OTHENWSE DET. DETAIL PSF POUNDS PER SQUARE FOOT PASSIVE EARTH PRESSURE 350 PCF BER PLAN.D BLOCKING AT IETEOT ER S FLOOR AND ROOF 9HEATSHE JOINTS HULL NOT +P PM POUNDS PER SQUARE INCH COEFFlOENT OF FRICTION 535 COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERNSE: BE REWIRED UNLESS NOTED OTERWISE PER PLAN,SHEARWALL SHEATHING SHALL BE DF DQUGAS RR P.T. PRESERVATIVE TREATED SOIL PROFILE 91E CUSS D . BLOCKED AT ALL EDGES WITH 2X OR 3X FRAMING PER SHEARWALL SCHEDULE DIA DIAMETER .+ DIM DIAGONAL PT POST TEN9IFN(m) CONCRETE CAST AGAINST EARTH '` SCALE u 1/4'=7'-0' DIAPH. DIAPHRAGMAL FOUNDATIDN INSTAL ATIONS ARE SU&ECT TO APPROVAL OF THE LOCA BUILDING ALL BAR SIZES 3" 1! z DIY. DIMENSION QTY. QUANTITY INSPECTOR OR A UCENSED GEOTECHNICAL ENGNEER FORMED SURFACE E7EOSEED TO EARTH OR WEATHER g DN. DOWN 115 AND SMALLER 11/2- 1 DECK FRAMING PLAN s D.D. DITTO(REPEAT) R NSP RADIUS 01401 ECLIDNS AND SPECIAL!GIM S re DP. DEEP RAD. RADIUS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REWIRED REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE •< b D.S. DRAG STRUT RE: REFERENCE BY THE LOCAL BUILDING DEPARTMENT. PRIOR TO CONCRETE PLACEMENT.REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT SE ARCWECTIIRA YANUFACTIIREO RA SYSEY AND CONNECTION SEE ARCATCNRA YANIIFACTIRED RAF S1'S1EY AND C MIITAL(N 5. DWG DRAWINGS) REF. REFERENCE AS NOTED IN THE DESIGN OUWINGS WELDING CE REINFORCING STEEL SHALL N��EE FOR ALL FIASMG 0E517 BY OTHERS-DEFERRED SMMTTAL FCR AL FLASHING IOESGN BY OTHERS-DEFERRED RMBTTE Ci ONE DOWIL( HONE. RBNFORCEMENT(ING) SRpAL INSPECTIONS ARE NOT REQUIRED FOR GROUP R-3 OCCUPANCIES UNLESS PERMITTED WITHOUT PR/OR APPROVAL OF THE ENGINEER OF RECORD EXCEPT Al0TED DETAILS ENGINEER O RECORD TO RENEW RAE DETAILS DOWER O RECORD 10 REVIEW RA !" a m v BED. REWIRED OTHERWISE REQUIRED BY THE BUILDING OFFlQAL ON THE DESIGN DRAWINGS ''!!��"" CONECRCH FCR RM LOFSTRUCRON CONNECI�N FOR RW CONSIBUCTON a (E) EXISTING R.F. RIGID FRAME -- LpIPATAOUIY, COIF'ATAB4ITY. EA EACH R.O. ROUGH OPENING 01401:STRUCTURALOBSERVATION 1 STS PER PLAN $ ,�„ v RS ROUGH SAWN STRUCTURAL OBSERVATION IS NOT REWIRED. 06071:PRESERVATIVE TREATED 11000 PRODUCTS P1 1X6 DIAGONAL BRAC (�� E.E. EACH END I OO 5131X3•NAILS n `� E.F. EACH FACE PRESERVATIVE TREATED WOOD SHALL BE REWIRED FOR ALL WOOD THAT FORMS THE W/(3)ed U 5T. CG TO BEAM NOTE I IN SE HARDWARE p I I u SOH. SOHEWLE 01402 QUALJTY A55URANCE SII.R REQUIREMENTS STRUCTURAL SUPPORT OF THE BUILDINGBALCONIES PORCH CR SIMILAR PERM ENT R _; BUM TO JOIST LOCATED IN SECOND GAY z. E.J. EVANSONFAc JOINTES EL ELEVATOR SC STRUCTURAL COMPOSITE WOOD THE D IN NC:PLAN SHALL BE TO VERIFY THAT THE SPECIAL INSPECTORS BUILDING APPURTUNENCES THAT ARE EXPOSED TO THE WEATHER WITHOUT "'/ BUM TO BEAM BAONOE BLOODING BOTH SIGNED. SCHEDULE NO1FD IN SECTION 01400 AND THE STRUCTURAL OBSERVATON NOTED IN BECTON 01401 PROTECTION FROM A ROOF,NAVE,OVERHANG OR OTHER ATJOG TO RATS ELEV. ELEVATOR SHL MEET HAVE BEEN COMPLETED AND THAT SUPPORTING DOCUMENTAON NOTED IN SUCH SECTIONS MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR JOINTS BE MEMBE 'I `al-1I. " Y 1. EMBD. EMBED(MENT) 9M. SIMILAR HAS BEEN PROVIDED. al Milli_, 'TNR r ►i1i•iI 1i��.■rr• EN EDGE NAIL S.J. 9HPoNKACE CONTROL JOINT ALL 7000 INSTALLED ABOVE GROUND MID RESTING ON AN EXTERIOR CON OR • ��NI N '/ Q�I'1llTil H II Q)rITDYR ENG ENGINEER SKIN DEWED) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR STRUCTURES OF SGHT WOOD FRAMING MASONRY FOUNDATION WALL LESS THAN 8 INCHES FROM EXPOSED EARTH. ' _ � l a AAAA i A I ALAR E0. EQUAL SAM SAB ON GRADE EFT. EQUIPMENT NM DESIGN SPECTRAL RESPONSE AT SHORT PERIODS,SSq NOT EXCEEDING 0.508 - .., SPC. SPACE(S) NG lir,: E.W. EACH WAY ( ) POSTS OR COLUMNS TING PERMANENT STRUCTURESACTAND SUPPORTED EXP. EVANSON SPEC. SQUARE W(S) QUALITY ASSURANCE PLAN IS NOT REWIRED FOR WIND ExPOSNE B WHERE BASIC WIND CONCRETE SLAB OR FOOTING TEAT IS IN DIRECT WNTAC7 WITH THE EARTH.EXCEPT: MOIST BOpONG A PTT2Z PEN RAN GTi2Z PLAN EXIST- EXISTING SO. SQUARE SPEED IS LESS THAN 120 MPH. EXT. EXTERIOR STD. STANDARD I. IF LOCATED IN BASEMENTS ON A CONCRETE FIER OR METAL PEDESTAL I INCH 2)0.22W'OA erLMA II• TOM REARCH 5TGR STAGGER SUMMARY:A QUALITY ASSURANCE PLAN IS NOT REWIRED BY CODE FOR THIS ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOS • ASTFNDtS,01/1;. 2'IFFN. `V STAGGERED FAB. FABRICATION STIFF. 511FFENER(S) STRUCTURE. BARRIER .z IPG Q TN1N AT ADS PER PLAN W/A34 U �� FB FLUSH BEAM STIR STIRRUP(S) 90E FDR. FOUNDATION SR_ STEER- 2. IF IN AN ENCLOSED CRAWI.SPACE OR AN UNIXCAVATED AREA WITH E PER PUN 4J F.F. FINISH FLOOR STRUC STRUCTURAL 7700 EXECUTION REQUIREMENTS BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PIER OR PEDL MORE.,1 .1 LEDGER 1/ REAM I POST TO MATCH FF/"1"il FN. FlNISH(ED) STRICT, STRUCTURAL INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REWIRED PER ALL LOCAL THAN 8 INDIES FROM EXPOSED GROUND AND SEPARATED THEREFROM t AN -'WIDE DMZ ASSY.AT NOTE Y EEAM TO POSTIV/PC FIG FLANGE SUSP. SUSPENDEO(TION) CODES. IMPERVIOUS MOISTURE BARRIER. 4 16 FEET YAX 0.0 Lwlgatok Fasteners almati POST CAP FIR FLOOR SOW. SYMMETRICAL LOUIE ASSY.WDWN 4 be pc ICC ESR-1078 02001 SITE CONSTRUCTION I SLEEPERS AND SILLS ON A CONCRETE SLAB ON GRADE THAT DOES NOT HAVE AN FEET O EACH END BE FN FIELD(FACE)NA DEM F.O. FINISHED OPENING T. TOP ALL SITE CONSTRUCTION SHALL BE CONSISTENT HATH THE GEOTECHNICAL ENGINEERING IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH. F.O.C. Ct 1111 FACE OF CONCRETE TAB. TOP CEMU TOP AND BOTTOM RECOMMENDATIONS AS NOTED IN THE ENGINEERING REPORT(SEE SECTION4. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF Qt SCARE:3/4-=1'-0' SCALE:3/4'=I'-0' F.O.M. FACE OF MASONRY TEMP. TEMPORARY 01300)ANO IN SUBSEQUENT DIRECTIVES. CONCRETE OR MASONRY WALLS BELOW GRADE. 2 TYPICAL DECK DETAILS 3 TYPICAL DECK DETAILS F.O.S. FACE OF STUD TAG TONGUE AND GROOVE 02 EXCAVATION SUPPORT AND PROIECIIOI ROA FACE OF WALL THE. THICKNESS) FRY- FRAME(ING) THRID. THREADED EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NAIVE PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVER A FS FAR ROE TN TOE NAIL MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS OVER-EXCAVATED (ANDA)SPECIFICATION C2 AND CSI CR APPLICABLE STANDARDS VJ FT. FEET(FOOT) T.O.S. TOP OF SHEAHING(SAB) AREAS SHALL GE BApa7uED WITH LEAN CONCRETE OR PER GEOTECHNICAL - Posr BRACING FOR NOTE:PRONE FRTW FIRE RETARDANT TREATED WOOD LO.W. TOP OF WALL RECOMMENDATIONS AT THE CONTRACTORS EXPENSE ALL FASTENERS(NAILS,BOLTS,ANCHOR BOTS,PLATES,HANGERS,ETC) POSTS EXCEEDING 7 BRACE ON ONE SEE 0 FTG FOOTING 7RANSV. TRANSVERSE NIM STM 61 LUMBER SHALL BE CORROSION RESISTANT G-185 HOT DIPPED FEET TALL 5/B'BA X 6 R/Z'LAG BOLT Al DID POSE U LOS.. TOP OF STEEL EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE LIMITS PER ASTM A153 CR STAINLESS STEEL. (CIR98()-(TYPJ CORRIDOR. {/-�, GA. GAUGE TIP. TYPICAL SPECIFIED BY LOCAL,STATE.AND NATIONAL SAFETY REGULATOMS 456 DUCE )-DIET Z L...1 GEM. GAVANZF(D) OE MACE AT EN)POSTS 72 GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE INSTALLATION BE CONSTRUCTOR SHORING IF REWIRED,SHALL BE PER TIE SHORINGrR GIB CLUE LAMINATED BEAM U/0 UNOERSOE DRAWINGS,NOTES.AND SPECIFICATIONS. x GRD. GRACE O610Q ROUGH fRAYNG a ARCH. PER .� OHS GYPSUM WALLBOARD V. VERTICA SAWN LUMBER SHALL CONFORM TO NEST COAST LUMBER INSPECTION :) ti, 2:BUM U Z GYP. GYPCRETE VERT. VERTICAL 'GRADING AND DRESSING RULES'NO 17 LATEST EDITION. SAWN LUMBIV--4 y VP VERIFY IN FIELD AND SURFACED DRIED,19 PERCENT MAXIMUM MOISTURE CONTENT. PRO'}'_ LUM :, a+ H. HORIZONTAL FROM WEATHER ANDPRONDE FURTHER DRYING OF ASSEMLED FRAMING .e<•INIMI H I� ( - .� HD HIXDOWN W WIBE(M7DIH) WOW SHRINKAGE POTENTIAL ALL LUMBER EXPOSED TO WEATHER OR d TACT WITH MA'AM IIIIIAA I _ U •,- HIM HOT DIPPED GALVANIZED W/ WITH CONCRETE OR MASONRY SIAL BE PRESERVATIVE TREATED U.R0.PER ASF LUMBER rilW® A% I 4�N I]) HDR HEADER W/O WITHWT SPECIES,(RADE,AND PROPERTIES FOR EACH USE/LOCATION SHALL BE FOLLOWS I (� /'1 HOD HANGER NO. WOOD GN.0.PER PLAN/SCIEDULE F--I 11) C HORL HORIZONTAL W.H.S. WELDED HEADED STUDS Pb Fr Fcp Fc E - ='--1 (� O HOR2 HORIZONTAL W.P. WORK PONT JOISTS TION SPECIES GRADE (P9)(PSI) (PR) (PR)(P9 TryU EL HR HEADER WS WELDED STUD //////������ ZV�-L H.5& HIGH STRENGTH BOLT WT. WEIGHT 2X,3X HEM-FIR N0.2 850 150 405 1 PT 2102 0.MAXS �..--A W HT. HEIGHT W.W.F. MELDED WIRE FABRIC AT 18'QC YAX 00 HT. LD. INSIDE DIAMETER X-STC EXTRA STRONG LEDGERS 3,•': ^' LSC STRINGER TO MI H C,.,.N O I.E. INVERT ELEVATION XX-STC DOUBLE EXTRA STRONG 2X,3X DOUGLAS FIR-LARCH NO.2 900 180 625 1350 1.6E6 5/8'DIA LAG BOT CR L LF. NSDE FACE 4X DWOAS FIR-LARCH NO.1 1000 180 625 1500'1.7E6 �� 5/8'THRU BOLT(CIRRI() YD YARD - _' AN BEAMS AND POSTS $ ,� (MP.INX HEW=POST PER FI 10'-01 STRINGER TO DECK 40 DOUGLAS FIR-LARCH NO.2900 180 625 1350 1.6E6 N.T.S. 3/4'=1'-D' TALL POST BRACING SD 1 6X DOUGLAS FIR-LARCH NO.1 1200 170 625 1000 1,6E6 4 NOT USED 5 TYPICAL DECK DETAILS