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Plans (43) /i45TAo« - 06l ` lSte!/v SGS srrKr e7` o� - t,- C PY �t_ 1111111 � V „ AUG 2 � X01 A1 Mithrai� dr • (�t �`C@I., Fz� rcitects E $ ,,pp tF 25 Central Way Sarre 2I0 Rlldaart,WarWagras n033 iPr45434.11a2 Er42535S:2O1 limmismoimommomilow — 1 I ! I\ IT uwa mOhraedterskram lemmommormarowommore wmormanommwaiwomo milawommumommumwm ` 0 AUG n wmimmemomminnimen winemmommeammowalare ds KIRKIAND,WA. =-= 5558 -Et .. E----3 _ _ miwwwwilmin 1��OF 4A _ - ii — - NW IMINM/ = ��-• - 2 DECK _No MIN I■INI ro - _ _ DECK DECKeum . e_ 11 IIIIIIIII IIIIMIIIIIi ______ —71 16 � "�— ,,.._ \ ` o- rj DROP DISTANCE FOR DROP DISTANCE FOR FOOTINGS C s 7 FOOTINGS AND VERT/CAL FAMILY DECK REAR ELEVATION AND VERTICAL LENGTH OF DECK SINGLE FAMILY DECK SIDE ELEVATION 7,SINGLE FAMILY DECK SIDE ELEVATION LENGTH OF DECK POSTS POSTS VARIES. 1/4"=1'-0" VARIES. 1/4"=1'-0as" d {u Oa Y C 0 0 0_ W .E 0 R m = LL o u 0 to Cl- 16'-0" 16'-0" L. O `. MANUF.RAILING SYSTEM (3)2x8 P.T.& Mid& r ! / SURFACE OR FACE-ATTACHED (i)2x8 TRIM �F� r DT72Z RAIL POST LL - 18µ/e(2)#4 EW I��.Y1.MT1HUlLII I 4x4 PO BA - ABU44 POST BASE i ® ® ® SUPPORT POST BELOWI�-_AC4 POST CAP_'� Deck DTr2Z 11111111.1111111111 DECK ABOVE SPACED DECKINGDT72ZIX (3)2x8 P.T.& ill Vc(1)zxB TRIM (3)2x8 P.T.& m Q) C(1)2x8 TRIM 0 0.0 9 V DIAGONAL © CI)P.T.2x LEDGER ' BRACE,TIP. 7 •E 0 SINGLE FAMILY DECK FLOOR PLAN SINGLE FAMILY DECK FRAMING PLAN ti o 1/4.-1..0" z c 0) o°, C >I Cl) 0 a 1 $ Joh Ko. 12-11 Y Sheettlo: s Al Sheet Order: A S D W 1 ABBREVIATIONS 2 STRUCTURAL NOTES B AND IN. INCHE(S) 01000 GENERAL BEOUEEWFRTS 03002 CONCRETE 06102 FRAMING NOTES 4 ROUGH FRAMING NAILING SCHEDULEcri o AT INFO. INFORMATION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS ANY CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CON FRAMIND CONNECTORS,ACCESSORIES.AND FASTENERS AS NOTED IN THE PLANS AND FEET700T) INT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS,NOTES,SPECIFICATIONS,STE CONDITIONS. STANDARD ACI 318-05"BUILDING CODE REQUIREMENTS FOR SIRUC DETAILS SHALL BE AS MANUFACTURED BY SMPSW STRONG-TIE.EQUIVALENT HARDWARE SCHEDULE OF TARE 2304.93) • NCH(INCHES) AND ARCHITECTURAL PLANS SHALL BE REPORTED TO TUE ARCHITECT WHO SHALL MAY BE USED WITH PRIOR APPROVAL BY ENGINEER OF RECORD.INSTALL ALL HARDWARE a POUNDS NUMBER 1ST. JOIST CORRECT THE DISCREPANCY IN WRITING ANY WORK COMPLETED AFTER DISCOVERY DF CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1901 "RES SHALL BE PER MANUFACTURERS'SPECIFICATIONS.WHERE STRAPS CONNECT TWO MEMBERS 3 i (� CONNECTION FASTENING EQUAL(S) JL MINT THE DISCREPANCY SHALL BE DONE AT THE CONTRACTORS RIS(. S.REFER TO APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH CNN TOGETHER PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER PROVIDE 1.JOS,TO SILL[R ORDER (3)5131"X25"TOENAILS PER NOT SH CNRAL PLANS FOR OPENINGS ARCHITECTURAL TREATMENTS,AND DIMENSIONS 3.6.CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN TNG SONO BLOCKING AT ALL BEARING PORTS SEE SECTION 06071 FOR FASTENER (� K IOPS(7000) NOT SHOWN.CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC.NOT SHOWN, ADMIXTURE CONFORMING TO IBC SECTION 1904.2.THE USE OF WALE UBLE CHLORIDE REQUIREMENTS AT TREATED LUMBER.TYPICAL NAILING NOT SHOWN PER PIAN,DETAIL,OR 2.BRIDGING N JOIST (3)4131'X ZS'TOENAILS EA END Z m A.B. ANCHOR BOLT ION SHALL NOT BE USED. SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER BC TABLE 2301.9.1 OR TO 3.IX6 CR LESS SEEM TO.61. (2)0.131"X 25'FACE NAR in MTV. ABOVE LAT. LATERAL THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRES FOR TEMPORARY TUEON FASTENING SCHEDULE SHEET 51.1. • 4.WIDER THAN 10 SUB1111 TO.61(3)0.131'5 25 FACE NAL ADO. ADDITIONAL LB. POUND(5) CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REWIRED DURING THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGNEER OF REO•• :•VAL S Y 91811001 TO AM/GRI ER (2)0.147 X 125 BUND&FACE NM m ERECTION.BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE FOUR WEEXS PRIOR TO PLACING CONCRETE MIX DESIGNS SHALL BE R NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSWS ARE AS 12R1/1 ALU ALUMINUM LLB LAG BOTS) PROPERLY SUPPORTED. CONFORMANCE TO IBC SECTIONS 1904 AND 1905, FOLOWL 2A.M0 125E TO TOP PLATE (1))0.1 X X25 AT AT 12'0.0.LODE , o ALUM. ALUMINUM LG. LONG(INDINAL) 24$0.2-UP GROOM MID BEAMS (1)4148"%115" G EDGE STAGGERED m IA ALT. ALTERNATE LOTH. LENGTH .4%. E'a cu APPRX APPROXIMATEBY) LGMF UGH,GAUGE METAL FRAMING TUE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK.THE CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS NAIL SIZE DIAMETER LENGTH ARCH. ARCHITECT(URAL) CONTRACTOR SHALL BE RESPONSBLE FOR THE CO]RONADON OF THE EXCAVATION, 8d 0.131' 2.5' O HI m LLHLV LONG LEG HORIZONTAL N LLV LONG LEG VERTICAL SHORING,AND OTHER YORK WITH ALL UnLITES MID ADJACENT PROPERTIES CALL THE 28 DAY MAX MAX AIR SPECIAL LOCATION.K i(b 0.148' 3.0' C,,, H ASSY ASSEMBLY B. BOTTOM LSH LONG ROTTED 855(5) UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-332-2344. STRENGTH W/C SLUMP ENTRAINMENT INSPECTION AND * 12d 0.148' 325' 'm y BEL. BELOW LT.WT. UGIT WEIGHT I X(PS) RATIO (INCHES)(PERCENT) REQUIRED APPU 16d 0.162' 3.7 C 15 BEN BOUNDARY EDGE NAILING LW. LIGHT WEIGHT 0110C:CODE REOILENTS - LU°I B.F. BRACED FRAME ALL DESIGN AND CONSTRUCTION SHALL CONFOPo,I TO THE 2014 ORSU(2014 OREGON 2500 0.45 431 031 NO FOOTINGS UNLESS NOTED OTHERWISE PER S/EARWALL SCHEDULE OR PLANS ANCHOR BOLTS AT t: BLDG. BUILDING MAS MASONRY STRUCTURAL AEOALTY CODE)AS ADOPTED BY WASHINGTON COUNTY,OREGON. 3000 0.45 431 511 NO EXTERIOR SAB W GRADE, SILL PLATES SHALL BE 5/8'DIAMETER WIN 7'MINIMUM EMBEDMENT INTO CONCRETE O m N DRIVEWAYS.CURBS,WALKWAYS PATIOS PORCHES,STEPS EXPOSED TO BILK BLOCK MASH. MASONRY ANO SHALL BE SPACED NOT MORE,HMI 4 FEET APART. THERE SXAH BE A MNHYLE ] my BLKG BLOCKING MAT. MATERIALWEATHER,AND GARAGE FLOORS. 0E DES/24 LOADS .. OF TWO BOLTS PER SILL PEKE WITH ONE BOLT LOCATED NOT MORE THAN 12"NOR LESS 2500 0.50 531 031 NO ALL oTH BLED. BELOW MAX MAXIMUM LIVE LOADS THAN 4.5"FROM EACH END OF THE PIECE. A 3'%3"X0229'PLATE WASHER STALL BE ` N BM, BEAM M.H. MACHINE BOLT DECK(SNOW) 25 PSE ONE COMPRESSOR TEST MINIMUM SHALL BE COMPILED FOR EVERY ,CUBIC YARDS OR PROVIDED FOR ALL ANCHOR BOLTS(D0 NOT COUNTER-SUNK PLATE WASHERS). A 13/16' BMU BRICK MASONRY UNIT MBA METAL BUILDING MANUFACTURER DECK(USE) 40 PSF 5000 SQUARE FEET OF SURFACE AREA FOR EACH M%DESIGN PLA EACH DAY.A X 1 3/4'DIAGONAL SLOTTED HOE IN THE 3'X 3'PLATE WASHER IS ALLOWED WITH A m o BN BOUNDARY NAILING MECH. MECHANICAL BNGRY. BOUNDARY SAIL MASONRY EXPANSION JOINT SNOW LOAD DESGN DATA: TEST SHALL BE THE AVERAGE STRENGTH 7 IWO GRINDERS MADE FROM SHE STANDARD CUT WASHER IFI`� N B.O. BOTTOM OF MEZZ. MEZZANINE SAMPLE AND TESTED AT THE SPECIFIED N9GN AGE,ADDITIONAL CTINDE AY RE M Pg=20 PSE,PT=14 PSE,Co=1.0,Is=1A,Cl=1.4 INFORMATION REGARDING POST TENSIONING FORM REMOVAL,S DEVEL B.O.E. BOTTOM OF EXCAVATION MFR MANUFACTURER05101 MGT NO BEAM HANGERS OTHER PURPOSES.CONCRETE SHALL BE ACCEPTABLE IF: B.O.F. BOTTOM OF FOOTING LION. MINIMUM WIND DESGN DATA(UPLIFT): NO TEST FALLS 500 PS BELOW TIE SPECIFIED STRENGTH JOS,AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY 1. BRDG BRIDGE(ING) IBSG MISMLLANEOUS9MPSON STRONG-TIE EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY U BRGBEARING MTI- METAL BASIC WIND SPEED: 120 MPH(LLL)93 MPH(ASD) 2 TUE AVERAGE OF ALL SETS OF 3 CONSEOUnVE TESTS DOES NOT ENGINEER OF RECORD.JOIST AND BEAM HANGERS SHALL BE PER PLANS OR DETAILS. BTM. BOTTOM WIND IMPORTANCE FACTOR 1.=1.0 BELOW THE SPECIFIED STRENGTH. BTNN BETWEEN (N) NEN, WIND EXPOSURE: EXPOSURE B CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER TES N.LB. NON-LOAD BEARING TOPOGRAPHICAL FACTOR Kot=1.0 AT NO ADDITIONAL EXPENSE TO THE OVNER. MING C CAMBER N0. NUMBER INTERNAL PRESSURE COEFFICIENT: GCpi=+/-0.18 06804:GE I WOOD WOOD FIS DUE CAMEL CAMBERED) N.S. NEAR ROE COMPONENT/CLADDING WIND PRESSURE: P(C)=25 P5F RESHORING WHERE REQUIRED.SHALL CONFORM TO AC 301 SECTION 4.6 SHRINKAGE IN FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO PROPOSED RESHORING PLANS TO THE ENGINEER OF RECORD FOR REV. •• COMPRESSION OF ASSEMBLIES OF WOOD COMPONENTS. PLUMBING.ELECTRICAL.MID /2 50-1 (3)2x8 B(1) 1 44- s N.T.S. NOT TO SCALE - •;. MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT DAA.POST ��57• _1 e CANT. CANTLEYER(EO) 2X8 TRIM N.W.CNORMAL HEIGHT CONCRETE EARTHQUAKE DESIGN DATA: n-• �'�E CF CUBIC FOOT SEISMIC IMPORTANCE FACTOR le=1.0 CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR5 INCH IF'ir TO ACCOMMODATE 1/4 NCH PER FLOOR WOOD SHRINKAGE THE USE OF KEN DRIED ti (TX) y t GI.P. CAST IN PLACE S.C. ON CENTER SPECTRAL RESPONSE ACLELERATWS Ss=1.004 51=4442 9PECFlEO BY THE ARCHITECT. "i LIMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO _ . O u C.J. CONSTRUCTION JOINT 4" APPLICATION OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. COI.BELOW tr 2 m w CL CENTER LINE O.D. OUTSIDE DIAMETER SITE CLASS SITE CLASS 0 CLG CEILING O.F. OUTSIDE FACE SPECTRAL RESPONSE COEFFICIENTS SOS=0.735 an=0.46 III I,�...il�� a C•. O.H. OPPOSITE HAND SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D 'W pu/,,..•P OCOL COLUMN R CLEAR CPNG. CHEWING BASIC FORCE RESISTING SYSIEAE BEARING WALL SYSTEM .�Ia,. NOW SHEATHING 4, I 4'8�� 11111 I �1 1��� CONK CONCRETE OPP. OPPOSITE DESIGN BASE SHEAR: Co=0.120 W NIOQ STEEL " STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE Jr 'S 5793 i CONN. CONNECTION PINT. ORIENTATE(IW) RESPONSE MODIFICATION FACTOR R=6.5(0GHT-FRAME WALLS) AMERICAN PLYWOOD ASSOCIATION.WOW SHEATHING PANELS SHALL BE C-D INT APA REINFORCING STEEL DETAILING FABRICATION,AND PLACEMENT SHALL BE PER AC WITH EXTERIOR GLUE(00X).ORIENTED STRAND BOARD(OSB)PANELS SHALL RE } CONST. CONSTRUCTION 8358 ORIENTED STRAND BOARD ANINYSS PROCEDURE: EQUIVALENT LATERAL FORCE 318-05.REINFORCING STEEL SHALL MEET THE FOLLOWING REWIREMEN7S 3 CONT. CONTINUOS O.W.J. OPEN WEB JOS, EXPOSURE 1,PANELS SHALL HAVE THE FOLLOWING THICKNESS SPAN RATING AND SO-1 WI' S}-1 01300 GEOTECHNICAL!FORMATION FASTENING UNLESS NOTED OTHERWISE PER PLAN: CTS. COUNTERSINK ASIA A-615 DEFORMED BARS GRADE 40(Ip40 KS)FOR p3 BARS• w •P 71 en CTR. CENTERED PAR. PARALLEL EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICAL EDGE FIELD n CENTER( ) P/C PRECAST ENGINEERING RECOMMENDATIONS ALL FOUNDATIONS ARE TO BE FOUNDED ON ASTM A-615 DEFORMED BARS GRADE 60 0)=60 KS)FOR/4 BARS X NAILS NAILS ¢ ET n °I r LY CUBIC YARD PEN PANEL EDGE NAIL COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED • ASTM A-706 DEFORMED BARS GRADE 60(I)=60 KS)FOR ALL WE I. BARS ROOF: 7/16'40/20 C-D APA WX TBG 8d AT 6' 8d AT 12' NEI 0 16"00 0 �I?, u PERP. PERPENDICULAR GEOTECHNICAL ENGINEER ASIA A-185 SMOOTH BAR Orb()KS)FOR WELDED WIRE FABRIC Ir`O FLOOR 3/4'APA RATED STURD-I-FLOOR OSB 40/20 TAG 10d AT 6' 10d AT 12' DECK FRAMING o I•• DB DROPPED BEAM R. PLATE SHEARWALL: /16'C-D W/EXTERIOR GLUE SEE SCHEDULE SHEET 51.1 di DBA DEFORMED BAR ANCHORS PL PROPERTY UNE CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS REINFORCINGREINFORCINGFOR SLABS ON PUDE SHALL BE 606 W1.406.4 WELDED VIRE FABRIC ORif _ LEDGER u u u u u _ o o DBL DOUBLE PLN PLAN ALLOWABLE BEARING PRESSURE 2000 PSEMESH UNL FIBER ESS NOTED OTHERWISE.PROVIDE LAP SPLICES PER THE LAP SRJCE ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN - DCW DEMAND CRITICAL WELD PLNBG. PLUMBING ACTIVE EARTH PRESSURE(WILDING) 35 PCF SCHEDULE ON SHEET 56.0.REINFORCING STEEL AT ALL WALLS,SLABS AND FOOTINGS PERPENDICULAR TO SUPPORTS AND N A STAGGERED PATTERN UNLESS NOTED OTHERWS: DEPT. DEPARTMENT PLYWO. PLYWOOD ACTIVE EARTH PRESSURE(AT-REST) 50 PCF SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. PER PLAN.BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING MINIS SHALL NOT CET. DETAIL PSF POUNDS PER SQUARE FOOT PASSIVE EARTH PRESSURE 350 PCF OF DOUGLAS FIR PSI POUNDS PER SQUARE INCH COEFFICIENT OF FRICTION 435 COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN.SEARWALL SHEATHING SHALL BE 'T..'7 DIA. DIAMETER P.T. PRESERVATIVE TREATED SOIL PROFILE SITE CLASS D BLOCKED AT ILL EDGES WITH 2%OR 3X FRAMING PER 9HEARWAll SCHEDULE NAG DIAGONAL. PT POST TENSON(ED) CONCRETE CAST AGAINST EARTH SCALE:1/4'=1'-0' Oc DIAPH. DIAPHRAGM ALL FOUNDATION INSTALLATIONS ARE SUB,ECT TO APPROVAL OF THE LOCAL BUILDING ALL BAR SIZES 3" DIM. DIMENSION QTY QUANTITY INSPECTOR W A LICENSED GEOTECHNICAL ENONEER FORMED SURFACE EXPOSED TO EARTH OR WEATHER 1 DECK FRAMING PLAN E s DN. DOWN f5 AND SIALIER 1 1/2' a D.O. DITTO(REPEAT) R RADIUS 01400:N NO ECTE S ASPECIALs RESPONSIBLE 1OLS REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE - < u DP, DEEP RAD. RADIUS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED SEE ARCHITECTURAL AL MANUFACMED RAL SYSTEM AND CDINEWON SE ARCHITECTURAL MAN FACNRED RAA SYSTEM AND CONNECTION D.S. DRAG STRUT RE: REFERENCE BY THE LOCAL BUILDING DEPARTMENT. PRIOR TO CONCRETE PLACEMENT.REINFORCING STEEL SHALL NOT BE FED BENT EXCEPT '.i.' = 5j DWG DRAWN 5 REF. REFERENCE AS NOTED IN THE DESIGN DRAWINGS WELDING OF REINFORCING STEEL.SHALL NOT BE ETAILS HASHING FNO EER ff RECORD TDESIGN BY OTHERS-O ROAR 1+18.FERRED Fl� TRIS FOR ALL ANG ENSGAAOFR ff TBGN BY OTHERS- RVIEW RAL DEFERRED SUBMITTAL Y•. Q ? U �) PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT REINF. RLNFORCEMENT(HNG) SPECIAL INSPECTIONS ARE NOT REQUIRED FOR GROUP R-3 OCCUPANCIES UNLESS DWI_ DO L(S) W THE DESIGN DRAWINGS CONNECTION FOR PM CONSTRUCTION •I LOOECIION FOR RM CONSTRUCTION °• REO. REWIRED OTHERWISE REQUIRED BY THE BUILDING OFFICIAL CO EXISTING RF. Popp FRAME L(NPATABLT: ' OCPATA®1TY. � 4 H.0. ROUGH OPENING 6540:STRUCTURAL OBSERVATION .0515 PER PUN g'' "' cs EA. EACH RS ROUGH SAWN STRUCTURAL OBSERVATION IS NOT REWIRED. 06071:PRESERVATI E TREATED NOM PRODUCTS -s' P.T.1X6 DIAGONAL BRACE u i4 E.E. EACH END 4Hy I 3 0.131X3"NAILS PRESERVATIVE TREATED WOOD SHALL BE REQUIRED FOR ALL WOW THAT S THE I NOTE:F 01T2Z HARDWARE o I I u E.F. EACH FACE SUCH. SCHEDULE W/(3)Bd EA JST. PST TO BEAM OI402:QUALITY ASSURANCE REQUIREMENTS STRUCTURAL SUPPORT OF THE BUILDING BALCONIES PORCHES OR SIMILAR BLKG 70 UEHA LOCATED IN 27 BAY z E.J. EXPANSION JOINT SO. STRUCTURAL COMPOST'WOOD THE DUALITY ASSURANCE PLAN SHALL BE TO VERIFY THAT THE SPECIAL INSPECTIONS BUILDING APPURTUNENCES THAT ARE EXPOSED TO THE WEATHER WITHOUT •'• II. MIX 70 BEAM PROVIDE BLOODING BOTH EL ELEVATION / BAYS ELEV. ELEVATOR SHY. SCHEDULE NOTED IN SECTION TED AND THE STRUCTURAL OBSERVATION NOTED IN SECTION PROTECTION FROM A ROOF•RAVE,NATThOVERHANG OR OTHER WVERING TO TENT ,,, •1' 9HT. SHEET HAV:BEEN COMPLETED AND THAT SUPPORTING DOCUMENTAJON NOTED IN SUCH SECTIONS MOISTURE OR WATER ACCUMULATION AT TIE SURFACE OR AT JOINTS BETWEEN NIERS. � -�t:. `".____ EMBD. EMBEDMENT) SOUL SMILER HAS BEEN PROVIDED. J�1 r: __--�4 [rri•' J>���rrr EN EDGE NAIL SJ. SHRINKAGE CONTROL DONT ALL WOOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CON ,•. - } '/ Q)MITI, '� 'I m)111111'1 ENG ENGINEER SKR SKEWED) QUALITY ASSURANCE PLAN IS NOT REWIRED FOR STRUCTURES OF LLGHT WOOD FRAMING MASONRY FOUNDATION WALL LESS THAN 8INCHES FROM EXPOSED EAR - �i�I.� � AillI aN+'/1/1 1 Aotaar,Iirif ED. EQUAL S.O.G SAB ON GRADE WITH DESIGN SPECTRAL RESPONSE AT SHORT PERIODS.Sds,NOT EXCEEDING 0.50g. ^' ;Iv EQPT. EQUIPMENTE.W. EACH WAY SPC SPACE(S)(INCA) POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPP BY A EXP. EXPANSION SPEC SPEOFICATIW(S) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR WIND EXPOSURE B WHERE BASIC WIND CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EAR CEP, . JOST BLOCKING A •TI2Z PER RAN DT2Z PER RAN DST. EXISTING 50. SQUARE SPEED IS LESS THAN 120 MPH. If l! EXTERIOR SITU. STANDARD I. IF LOCATED IN BASEMENTS W A CONCRETE HER OR METAL PEDESTAL 2)0,228'OA LclquloE 4 TRW REARCH. rl STGR STAGGER SUMMARY:A QUALITY ASSURANCE PLAN IS NOT REQUIRED BY CODE FOR THIS ABOVE THE SEAR AND SEPARATED THEREFROM BY AN IMPERVIOUS MOS ASTENERS W/Y MN. JpSTS PER RAN BLKG W/A3/EA STIFF, STIFFENER(S) STRUCTURE. BARRIER. PRORATION TO RW AT FAX FABRICATION17 0.G STAGGERED FB FLUSH BEAM STIR. STIRRUPS) SIO EA END A, 2. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE PFR PLOD Cir) FW, FOUNDATION STL STEEL. ' 2X LEDGER SNARE POST TO MATCH �\ O20R EXE01TO1 REOUIEIERTS BUILDING PERPHERY AND SUPPORTED BY A CONCRETE PIER OR PEDESTA4F H F.P. FINISH FLOOR STRUC STRUCTURAL R'`'," BEIM WDP FIR FN1S1 ED) STRUCT, STRUCTURAL INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REWIRED PER ALL LOCAL THAN 8 VICES FROM EXPOSED GROUND AND SEPARATED THEREFROM A J., ..KE MTT22 A55Y,AT NOTE BEAM TO POST W/PC ( CODES IMPERVIOUS POSTURE BARRIER 16FEETMAX 0.G LdgeH.ok Fasteners s1�1IN POST CAP FIG. FLANGE SUSP. SUSPENDED(n0N) LEGATE AMY.WHEN 1 be per ICC E91-1078 FN FLOOR MIL SYMMETRICAL 02000:GIG CONSTRUCTION 1 SLEEPERS AND SILLS ON A CONCRETE SLAB W GRADE THAT DOES HAVE AN CK OF EACH ENO OF F.O. FIELD(FACE)NAIL FINISHED OPENING T. TOP ALL SITE CONSTRUCTION SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH. LMI LBB. TOP AND BOTTOM RECOMMENDATIONS AS NOTED IN TIE GEOTEONICIN ENO EEPoNG REPORT(SEE SECTOR SCALE:3/4"=F-0" SCALE:3/4"=1'-D' 0 F.O.C. FACE OF CONCRETE 4. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTE ._ F.O.M. FACE OF MASONRY TEMP. TEMPORARY 01300)AND IN SUBSEQUENT DIRECTIVES 2 TYPICAL DECK DETAILS 3 TYPICAL DECK DETAILS F.01 FACE OF STUD TAG TONGUE AND GROOVE CONCRETE OR MASONRY WALLS BELOW TRADE. F.0.W FACE OF WALL THX THICK(NESS) 02268:EXCAVADON SUPPORT ARO PR01ECT61 FOR. FRAME(ING THRO. THREADED EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN 00911 TO UNDISTURBED NATIVE PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS'ASSOCIATION Cir.) F.S. MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. (AA)SPECIFICATION C2 ANO C9 OR APPLICABLE STANDARDS W AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL POST BRACING FOR NOTE PROVIDE -4..4 AREAS FAR SIDE TN TOE NAILFEET(FOOT) T.OS TOP OF SHEATHING(SLAB) Po5T5 EXCEEDING 7 BRACE ON PE SDE FMB FRF RETARDANT TREATED NOLO T.O.W. TW OF WALL RECOMMENDATIONS AT THE CONTRACTORS EXPENSE. ALL FASTENERS(NAILS.BOLTS,ANCHOR BOLTS,PLATES.HANGERS,ETC.) CONTACT FEET TALL 5/e"DIA X 6 1/2"TAG BOT AT EN)POST FIG. FOOTING TRANSV. TRANSVERSE WITH STREATED LUMBER SHALL BE CORROSION RESISTANT G-185 HOT CALYAM ` a TA.S. TCP OF STEEL EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE LIMITS PER ASTM A153 OR STAINLESS STEEL. (CRNSNK)-(7YP) CINDIIIOL 1•-� GA. GAUGE TIP TYPICAL SPECIFIED BY LOCAL,STATE,AND NATIONAL SAFETY REGULATIONS 4X6 BRACE MP)-EMT I/-"I, 1-4 cn GALV. GALVANIZE(D) INSTALLATION OF CONSTRUCTION SHORING IF REQUIRED.SHALL BE PER THE SHORING OLE BRACE Ai END POSTS ..�•4 GR (FADE BEAM U.N.O. UNLESS NOTED OTHERWISE DRAWINGS,NOTES.AND SPECIFICATIONS OECD NG PER 07) GB GLUE LAMINATED BEAM U/S UNDERSIDE0...: .- AROL Uy O (FD. GRADE 0610:RPM RAMCAL� Z00 GYPSUM WALLBOARD V. VERTICAL SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU(WCJB) 'b. 2i BA VJ /� GIP. GYPCRETE VERT. VERTICAL 'GRADING AND DRESSING RULES"NO.17 LATEST EDITOR. SAWN LUMBER SHALL BE 54S Lae ��_ H FMN VF VERIFY IN FIELD AND SURFACED DRIED.19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER t N H. HORIZONTAL FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMLED FRAMING TO MINIMIZE II I Cx.) b HD 801DOVN W WIOE(WIDTH) MOOD SHRINKAGE POTENTIA. MI LUMBER EXPOSED TO WEATHER OR IN CONTACT WI V�.,'1'/ 1��/P I _ HDR. HOT ER GALVANIZED / WITH CONCRETE A E,MASONRYPSHALL BE PRESERVATIVE LOAlm O.N.O.APER RAN. LIMBE �� ;. �C�sd..I /� HDR HEADER W 0 WITHOUT SPECIES(FADE.AND PROPERTIES FOR EACH USE/LOGTON SHALL RE AS F VV I--I MGR HANGER NO. WOOD U.N.O.PER PLAN/SOEDUIE: i U HORZ. HORIZONTAL WH.S WELDED HEADED STUDS Pb Fr Fep F° ;.1: - GRID. HORIZONTAL W.P. MONK PONT USE/LOCATION SPECIES (FADE (PSI)(PSI) (PSI) (PSI) ^ NR HEADER W.S. WELDED STUD JOISTS PT 2X12 S WINGERS i•'4�"V O H.SB. MGH STRENGTH BOLT WF. WEIGHT 2X 3X HEM-FIR NO.2 850 150 405 1 .3E6 „sir AT 15 BG MAX t]0 r�HL HEIGHT WWF, WELDED WIRE FABRIC N G/-�y,,, 19C 51MNGER TO PoY 0 WI.D. INSIDE DIAMETER %-STG EXTRA STRONG LEDGERS BOT CR I.E. INVERT ELEVATION JO(-STG DOUBLE EXTRA STRONG 2X 3X DOUGLAS FIR-LARCH NG 2 900 180 625 1350 T.7E6LF. INSIDE FACE 4X DOUGLAS FIR-LARCH NO.I 1000 180 625 1500 1.7E6 OT(CiR98() YD YARD 41Ir P.T.POST PER PLAN BEANS AND POSTS (MAX HEIGHT=10'-7) STRINGER TO DEC( - 4X DOUGLASFIR-LARCH NO.2 900 180 625 1350 1.8E6 NTS 3/4'=i'-0' TALL POST BRACING �� 1 1 6X DOUGLAS FIR-LARCH NO.1 1200 170 625 1000 1.6E6 4 NOT USED 5 TYPICAL DECK DETAILS FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT _ Transmittal Letter A R n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Tom H. DATE : r DEPT: BUILDING DIVISION r -' AUG 222016 FROM: Angela Grajewski CITY COMPANY: Polygon Northwest Q, PHONE: 971-212-2144 1,0t-S1(51) RE: S l O �J"' C\1 o MST201(D - 0 fl q (Site Address) (Permit Number) Polygon at Bull Mountain (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: "aj $; �,*4-&` 4-tit o c .'@ms's»-'4 x k ,£b ry" ,a� vs, 0 Additional set(s) of plans. 0 Revisions: 0 Cross section(s) and details. 0 Wall bracing and/or lateral analysis. 0 Floor/roof framing. 0 Basement and retaining walls. 0 Beam calculations. 0 Engineer's calculations. 3 Other(explain): Additional deck details requested by inspector REMARKS: Routed to Permit Technician: Date: q-a) -- )4, Initials: Fees Due: 1714 Yes ❑No Fee Description: Amount Due: ,? O r P) c-v‘ e..r $ Special Instructions: Reprint Permit(per PE): ❑ Yes ❑ Done Applicant Notified: ,4,06/g-- Date: /,7�j Initials: I:\Building\Fomes\TransmittalLetter-Revisions.doc 05/25/2012 /5-5.0 '�