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Plans (106) orl'I'Lt con' 111111 =ul= i ' C� AUG 2 2016 t~hiMi...bhroadt ! yy ""R h , 1,,,)x„;11-LX11 5`µ 3 \ i .s 1 23 Cervi al Way, Strata WO 1 ' I Kirkland,W4fhiaita6 98•33 M54541131 1,124.8511.12011r. _ Wax Wwmm@braodtaaicala AVM Or IG-9 0 AUG n i555a ommom-� -Nimusimo CCKIRKLAND,WA. mmem Innimmoi 14 nmui ee._: e.SE _ ,�MI M III DECK so m DECK ��� lifli - DECK IIIIIIIIIIII 11111011111111111 I1IIIIIi�IIIiIIIJ ~ vn n •��-ISI - _ _iri c ''„,„,..:., N :4,1 n G '')E) ._ e _,,, ,. , , ,,,,, . , , . , .„.., ,,, . ,_, \G ,_, ,=. ,.._ . __, ,__________ a I _'Q Elli DROP DISTANCE FOR DROP DISTANCE FOR FOOTINGS - SINGLE FAMILY DECK REAR ELEVATION AND VERTICAL LENGTH OF DECK SINGLE FAMILY DECK SIDE ELEVATION G s r FOOTINGS AND VERTICAL SINGLE FAMILY DECK SIDE ELEVATION LENGTH OF DECK POSTS POSTS VARIES- 1/4"=1•-0" VARIES. ,/4'=1'-0" 1/41-1,01 d W 0 a. W .E 0 E m= s V LL a „ ca 6—D - 16•-0" V 8•-D, 6-0 O o MANUF.RAILING SYSTEM (3)2x8 P-i.& Q Q 11 / -SURFACE OR FACE-ATTACHED (i)2x8 TRIM rCl DTT2Z RAIL POST LL N 18'x18"x10"FTG. -- 4x4 PT POST e • U. SUPPORT POST BELOW WI(210 EW�III.m�.�Ka..I..�I.j ABU44 POST AC4 POST CAPE .ry Deck DTT2Z 11 1 ' fS*' III DECK ABOVE 45 SPACED DECKING DTT2Z (3)2x8 P.T.& ii1ilIIIiii'° I (3)2x8 P.T.& a (i)2.8 TRIM to E 0 C ti I (1)248 TRIM II, > U DIAGONAL © e P.T.2x LEDGER BRACE,TIP. �� d SINGLE FAMILY DECK FLOOR PLAN SINGLE FAMILY DECK FRAMING PLAN ,/4"-1,-0" LL o z 13) c CO coy C a 0 Na 1 e 5 Job No., 12-11 1,1 xSheet No.: Al eetOrder: A S D Sh 1 1 ABBREVIATIONS 2 STRUCTURAL NOTES 0 ATp INFO. INFORMATION THE STRU01001 CTURAL NOTESNTS PPLEMENT THE PLANS AND SPECIFICATIONS ANY CONCRRCONCRETE ET CONSTRUCTION SHALL CONFORM TO THE AMERICAN CON. INSTITUTE FRAMMIING�CONNECTORS ACCESSORIES.AND FASTENERS AS NOTED IN THE PLANS AND NOTES 4 ROUGH FRAMING NAILING SCHEDULE a FEET(FOOT) INT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS,NOTES.SPECIflCASCNS SITE CONDITIONS STANDARD AO 318-05'BUILDING CODE REQUIREMENTS FOR 5TRU.:.. CONCRETE'. DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE.EQUIVALENT HARDWARE 5 • INCH(INCHES) AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL ?ss. MAY BE USED WITH PRIOR APPROVAL BY ENGINEER OF RECORD.INSTALL AU.HARDWARE RGK7H FMK 14M.MG S 61001(COU LEU OF IBC TABLE 2304.11) I POUND(S),NUMBER AST, JOIST CORRECT THE DISCREPANCY IN U.RIT1NG.ANY WORK COMPLETED AFTER DISCOVERY OF CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1901 ', -s.SH BE PER MANUFACTURERS'SPECIFICATIONS WHERE STRAPS CONNECT TWO MEMBERS ¢ L. EDUAL(S) JT. JOINT THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S MS, REFER TO APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH" ON TOGETHER PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER.PROVIDE CONNECTIONFASTENNG / PER ARCHITECTURAL PLANS FOR OPENINGS.ARCHITECTURAL TREATMENTS,ANO DIMENSIONS 3.0.CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN. '�MNING SOLID BLOCKING AT ALL BEARING POINTS SEE SECTION 06071 FOR FASTENER 1.3351 m 911 OR GILDER (3)4131'X 25'TONAES U ,3; K KIPS(1000) NOT SHOWN.CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC.NOT SHOWN. ADMIXTURE CONFORMING 70 IBC SECTION 1904.2.THE USE OF WA �o UTILE CHLORIDE REQUIREMENTS AT TREATED LUMBER.TYPICAL NAILING NOT SHOWN PER PLAN,DETAIL,OR 2.BROXNG m JOIST (3)0.131'X 2.5'TOENAILS EA END z m AR ANCHOR BOLT ION SHALL NOT BE USED. SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IBC TABLE 2304.11 OR TO 1 1X6 OR LESS SUBFLR TO 5T. (2)0.131'X25'FACE NAR ABV. ABOVE LAT. LATERAL THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY THE FASTENING SCHEDULE ON SHEET SLI. 4.WIDER THAN q6 SDWLR,TO ST.(3)0331'X 2.5'FACE NAE ADO• ADDITIONAL LB. POUNDS) CONSTRUCTION LOADS ANO FOR STRUCTURAL COMPONENTS AS REQURED DURING THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF ,;',FOR APPROVAL 5 2'SIIHLDOR TO ST./GIRDER (2)4148'X 3.25 BUND&FACE NAIL ERECTION.BACIOTLL BEHIND WALLS SHALL NOT BE PLACED UNTL THE WALLS ARE FOUR WEEKS PRIOR TO PLACING CONCRETE.MIX DESGNS SHALL BE` - NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS E m ADS ADJACENT LR LAG BOLT(S) ^' gt= 7ZFdY JOIST m EDP PLATE (1)4148 X 125'AT tY 0.G TOENAIL ALUM. AIUMNUM LG LOMG{ITUgNAL) PROPERLY SUPPORTED. CONFORMANCE TO IBC SECTIONS 1904 AND 1905. -'-_ `.: FOLLOWS: NAWIILT-UP ORDERS ANO BENE (1)0148'X 3.75'AT 1Y EA EDGE STAGGERED c ALT. ALTERNATE LOA, LENGTH THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK THE CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: NAIL SOD DIAMETER LENGTH rn.'-: m APPRX. APPROXIMAIE(LT) LOAF LIGHT GAUGE METAL FRAMING CONTRACTOR SHALL BE RESPONSBIE FOR THE COORDINATION OF THE EXCAVATION, 'Ta N ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL80 0.131' 2.5' `w CO m ASSY ASSEMBLY LLV LONG LEG VERTICAL SHORING,AND OTHER WORK WITH ALL UTILITIES MID ADJACENT PROPERTIES CALL THE 28 DAY MAX MAX. NR SPECIAL LOCATI "4[4:,. 10d 0.148• 10' N BOWE LSH LONG LIMIT LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-332-2344. STRENGTH W C SLUMP ENTRAINMENT INSPECTION AND ., N EL BELOW LT.WI, LIGHT WEIGHTD HOLE(S) to(PS) RATIO (INCHES)(PERCENT) REQUIRED APPU f. 120 4148' 125' .W u 16d 0.162' 3.5" BEN BOUNDARY EDGE NNUNG LW. LIGHT WEIGHT 01101 C00E RE0U15 uC '' B.F. BRACED FRAME 2500 0.45 411 031 NO FOOTINGS W°J v ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2014 ORSC(2014 OREGON 3000 UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS,ANCHOR BOLTS AT BLDG BUILDING ALAS. MASONRY 3000 0.45 411 531 N0 EXTERIOR ON C STRUCTURAL SPECIALTY CODE)AS ADOPTED BY WASHINGTON COUNTY,OREGON. SILL PLATES SHALL BE 5/8'DIAMEER MTi Y MWIWM EMBEDMENT INTO CONCRETE n p N RUC BLOCK MASH. MASONRY DRIVEWAYS,CURBS,WALKWAYS,PAIRS.PORCHES, p TO AND SHALL BE SPACED NOT MORE 1Hµ4 FEET APART. THERE SHALL BE A MINIMUM BLKG BLOCKING MAT. MATERIAL 01201 OE9O1 LOADS HEATHER.AND GARAGE FLOORS T. OF TWO BOLTS PER SILL PECE WITH ONE BOLT LOCATED NOT MORE THAN 12'NOR LESS o '. BLW. BELOW MAX MAXIMUM LIVE LOADS 2500 0.50 511 031 NO ALL OTHER((RETE BM. BEµ M.B. MACHINE BOLT -;,. THAN 4.5'FROM EACH END O'THE PIECE. A 3'%3X0.229'PLATE WASHER SHALL BE U-.m RANI BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER DECK(SNOW) 25 PSE ONE COMPRESSION TEST MINIMUM SHALL BE COMPILED FOR EVERY T D CUBIC YARDS OR PROVIDED FOR ALL ANCHOR BOLTS(DO NOT COUNTER-SINK PLATE WASHERS), A 13/16' Z�! DECK(UbE) 40 PSFo m BN BOUNDARY NAILING MECKH, MECHANICAL 5000 SQUARE FEET CF SURFACE AREA FOR EACH MX DESIGN PLA EACH DAY.A X 1 3/4'DIAGONAL SLOTTED HOLE IN THE 3'X 3'PLATE WASHER IS ALLOWED WITH A MORT. BOUNDARY M.E.J.MASONRY EVANSON JOINT SNOW LOAD DESIGN OATH: TEST STALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MADE THE STANDARD CUT WASHER Ulm N B.0. BOTTOM OF TAE Z. MEZZANINE SAMPLE AND TESTED AT THE SPECIFIED AGE.ADDITIONAL Pg=20 PS,PT=14 PSP,Co=1.G.A=1 0 Ct=1.G. B.O.E. BOTTOM OF EXCAVATION MIR MANUFACTURER INFORMATION REGARDING POST TENSIONING.FORM REMOVAL, _DEVELOPMENT,OR 0610.1 JdSF AND BEAM HANGERS B.G.F. BOTTOM OF FOOTING MIN, MINIMUM OTHER PURPOSES.CONCRETE SHALL BE ACCEPTABLE IF: )- BRDG BRIDGE(ING) MISC. MISCELLANEOUS WIND DESIGN DATA(UPLIFT): 1.NO TEST FALLS 500 PSI BELOW THE SPEOFlED STRENGTH JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY BRG BEARING MTL METAL BASO WIND SPEED: 720 MPH(ULT.)93 MPH(ASCI) 2 THE AVERAGE OF ALL SETS OF 3 CONSECUTIVE TESTS DOES FALL 9YPSON STRONG-TE EQUIVALENT HARDWARE MAY BE USED WI1H PRIOR APPROVAL BY (,� MND IMPORTANCE FACTOR: Is=1.0 ENGINEER OF RECORD.JOST AND BEAM HANGERS SHALL BE PER PLANS OR DETAILS BTM. BOTTOM BELOW THE SPEpFlED AROSE C BRIAN. BETWEEN (N) NEW WIND EXPOSURE EXPOSURE B CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT FURTHER TE N.LB. NON-LOAD BEARING TOPOGRAPHICAL FACTOR: Kri=1.0 AT NO ADDITIONAL EXPENSE TO THE OYMER C CAMBER N0. NUMBER INTERNAL PRESSURE COEFFlNENT: GCpi=+/-0.18 V06101:9HRMKME OF WOOD fRA1WIMC CAME, CAMBERED) NS NEAR SDE COMPONENT/CLADDING NINO PRESSURE: P(C)-25 PSE RESHORING WHERE REQUIRED,SHALL CONFORM TO AD 301 SECTI SUBMIT a. SHRINKAGE IN WOOD FRAMING S DUE TO LOSS OF MOISTURE CONTENT AND TO CANT. CANTIWVE ED N.T.S. NOT TO SCALE PROPOSED RESHOING PLANS m THE ENGINEER OF RECORD FOR COMPRESSION OF ASSEMBLIES OF 14000 COMPONENTS PLUMBING.ELECTRICAL,AND Z 3 CE ORE FOOT( ) N.WGNCRUMAL WEIGHT CONCRETE EARTHOUAKE DESIGN DATA MEp1ANICAL SYSTEMS AS HELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT ,, �-1 2103 1�RYB(1) .;�(L�' RAL POST ��! � SEISMIC IMPORTANCE FACTOR le=1,0 CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3 TO ACCOMMODATE 1/4 NCI PER FLOOR WOOD SHRINKAGE.THE USE OF KILN DRIED 3 CAP. CAST IN PLACES. MR) j=+/1 O.G ON CENTER SPECTRAL RESPONSE ACCELERATIONS: Ss=1.004 51=4442 SPEpFlED BY THE ARCHITECT. LUMBER AND PROVIDING A DRYING PROCESS L THE FRAMING MEMBERS PRIOR TO �3 • C.J. CONSTRUCTION JOINT • COL BELOW, _ o . a. CENTER UNE 0.0. PASTE DIAMETER STE MASS STE CLASS D r APPLICATION OF FINISHES HILL HELP CONTROL BUT WILL NOT ELIMINATE SIRINKAG;E, a Z,_ w O.F. CR1S0E FACE SPECTRAL RESPONSE COEFFICIENTS SDS=0.735 S11=0.46 O R CEARG 0.H. OPPOSITE HAND SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY 0 III ����� COL COLUMN ENG. OPENING BASIC FORCE RESISTING SYSTEM: BEARING WALL SYSTEM rJ 4,B 41. �d�� DPP. OPPOSITE DESIGN BASE SHEAR: Cs=0.120 W • STRUCTURAL WOOD 000 SHEATHING �� 111 le � CONN. COENNEECCTION OHNE OPoENTATE(ION) RESPONSE MODIFICATION FACTOR R=6.5(LIGHT-FRAME WALLS) 03100 RENFOiCNG STEEL AMERICAN RriD00SSASSOCIATION.WOOD SHEATHING PANELS SHALL BEEC HIT APA �JJ II' M1` rs7�3. ( . CONST CONSTRUCTION OSB ORIENTED STRAND BOARD ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE 3T8 OS GING STEEL DETAILING FABRICATION,AND PLACEMENT SHALL BE --ACI COWL CONTINUOS O.Md OPEN WEB JOIST 318-05.REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREYEN MRH EXTERIOR CAME(CDX).ORIENTED STRAND BOARD(OSB)PANELS SMALL BE 3 sew 3 CONT. COUNTERSINK EXPOSURE 1.PANELS SHALL HAVE THE FOLLOWING THICKNESS,SPAN RATING.AND riIIII 50-1 01300.GEOTECHNICAL WF'OHRIAl1OM a 91-1 CTR. CENTER ED PAR. PARALLEL EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICAL ASTM A-615 DEFORMED BARS GRADE 40(4=40 K9)FOR f3 BARS•P ,3t FASTENING UNLESS NOTED OTHERWISE PER PLAN: UT LI CY CUBIC YARD P/C PRECAST ENGINEERING RECOMMENDATIONS. ALL FOUNDATIONS ARE TO BE FOUNDED ON ASTM A-615 DEFORMED BARS GRADE 60(11=60 KSI)FOR f4 BARS AND NAIL FIELD E- \\ H< NAILS NAILS PEN PANEL EDGE NAIL COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED • ASIR A-706 DEFORMED BARS GRADE 60(4=60 KS)FOR ALL WELDABLE BI a ^ ^ I r PERP, PERPENDICULAR GEOTECHNICAL ENGINEER ROOF: 7/16'40/20 C-0 APA COX TBG 8a AT 6' 80 AT 12' CE 0 I6'OC ❑ 0 0 PENNY(NAILS) ASTM A-185 SMOOTH BAR(H=60 KSI)FOR WELDED WIRE FABRIC GEM FRAYING I c 5 n PL PLATE FLOOR:3/4'APA RATED SNRD-I-FLOOR OSB 40/20 TBG lOd AT 6' 10d AT 12' BA DEFORMED BEAMDB DROPPED ANCHORS R PROPERTY UNE CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS RDFORNNG FOR%ABS ON GRADE SHALL BE 6X6 80.45141.4 WELDED MRE FABRIC SHEARWALL•7/16'C-0 W/EXERIOR 0.0K SEE SCHEDULE SKEET 51.1 DBL DOUBLE NLN PLAN ALLOWABLE BEARING PRESSURE 2000 PSF FIBER MESH UNLESS NOTED OTHERWISE.PROVIDE LAP SPLICES PER ALL ROOF AND FLOOR SHEATHING PANELS SHALT.BE INSTALLED FACE GRAIN LEDGER u _ P.'o DOW DEMAND CRITICAL WELD PLABG PLUMBING ACTIVE EARTH PRESSURE(YEILDING) 35 PCF - SCHEDULE ON SHEET MO.REINFORCING STEEL AT ALL WALLS,SLABS, NGS PERPENDICULAR m SUPPORTSµ0 W A STAGGERED PATTERN UNLESS NOTED OTHERWISE 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 SHEARING JOINTS SHALL NOT DET. DETAIL PSI' POUNDS PER SQUARE FOOT PASSIVE EARTH PRESSURE 350 PCE BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN.SHEARWALL SHEATHING SHALL BE n OF DOUGLAS FN PS POULOS PER SQUARE INCH COEFFICIENT OF FRICTION 0.35 COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERPISE: BLOCKED AT AU.EDGES MTU 2.7 OR 30 FRAMING PER SHEARWALL SCHEDULE DIA DIAMETER P.T. PRESERVATIVE TREATED SOIL PROFILE SITE CLASS D DIM DIAGONAL PT POST TENSON(ED) CONCRETE CAST AGAINST EARTH SOME 1/4'=1'-0• a DIAPH. DIAPHRAGM ALL FOUNDATION INSTALLATIONS ARE SUBJECT TO APPROVAL OF THE LOCAL BUILDING ALL BAR SIZES Y ".r:' O DIY. DIUEHSON OTY. GUMMY INSPECTOR OR A LICENSED GEOTECHNICAL ENGINEER FORMED SURFACE EXPOSED TO EARTH OR WEATHER DN. DOWN 15 AND SMALLER 11/2' 1 DECK FRAMING PLAN s D.O. DITTO(REPEAT) R RADIUS 01400 INSPECTIONS AAD SPECIAL MSPEClldS IKe DP. DEEP RAD. RADIUS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED N D.S. DRAG STRUT RE: REFERENCE BY THE LOCAL BUILDNG DEPARTMENT. PRIOR TO CONCRETE PLACEMENT.REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT SEE ALL FLA TURN. MANUFACTURED R= RAIL 6SEERAILREINFORCINGFOR -DEFERRED SUBMITTAL ,�, FOR ALL FLARING DESIGN BY ITERS-DEFERRED SIBIIITTAL -+'^ ,., g a DWI_ DOWEL(S) REINF. RENFDRCEMENT(ING) SPECIAL INSPECTIONS ARE NOT REQUIRED FOR GROUP R-3 OCCUPANCIES UNLESS PERMITTED MRHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTED DETAILS ENGINEER CF RECORD TO RENEW RAIL I i DETAILS ENGINEER OF RECORD m RENEW RAL i U REO. REQUIREDON THE DESIGN DRAWINGS. CONNECTER FCR RDI CONSTRUCTER OTHERWISE REQUIREDNS BY THE BUILDING OFFICIAL ORATORICAL FOR MTI CONSTRICTION a (E) DUSTING R.F. RIGID FRAME COMPATABUTY. IL COYPATABUTY 3) '. 4 EA EACH R.O. ROUGH OPENING 040:STRUCTURAL OBSERVATION • PER PLAN $ u u E.E.R. EACH END R.S. ROUGH SAWN STRUCTURAL OBSERVATION IS NOT REDLINED. 06071:PRESERVATIVE TREATED WOOD PRODUCTS P,T.i%6 DIAGONM BRACE I 'Y E.F. EACH FACE PRESERVATIVE TREATED WOOD SHALL BE REDURED FOR ALL WOOD THAT F E (J)0'131X8 NAILS NOTE:F 01120 HARDWARE E.J. EXPANSION JOINT SCH. SCHEDULE 01402 MALAY ASSURANCE REQUIREMENTS STRUCTURAL SUPPORT OF THE BUILDING.BALCONIES PORCHES.OR SIMILAR ENT w/(3)BO EA JSi. RICSTO TO BEAM LOCATED N SEND BAY z I ' u SCL STRUCTURAL COMPOSITE WOODYI BLKG TO JOIST BEAU EL ELEVATION THE QUALITT ASSURANCE PLAN SHALL BE TO VERIFY THAT THE SPECIAL SECTION INSPECTIONS BOWING APPURTUNEROO THAT ARE EXPOSED TO THE WADER WHOA ADEQUATE �/ BUM TO BEAM PRONOE BLDCgNG BOH SOLED. SCHEDULE NOTED IN SECTION 01400 AND THE STRUCTURAL OBSERVATION NOTED IN SECTION 01401 PROTECTION FROM A ROOF,EAVE,OVERHANG OR OTHER COVERING TO PREVENT BAYS ELEV. ELEVATOR SHL SLEET HAVE BEEN COMPLETED AND THAT SUPPORTING DOCUMENTAION NOTED IN SUCH SECTIONS MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS. -�! '� ORD. EMBEDMENT) SAL SIMILAR HAS BEEN PROVIDED. A��MHF 72.17-4:7491r/R EN EDGE NAIL S.J. SHRINKAGE CONTROL JOINT ALL ROOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CON ('Y� t-tea ejuste 111161 I ( r REE Hr1ew• 00. EQUAL ENG. R SEW. SKEWED) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR STRUCTURES OF LIGHT W000 FRAMING MASONRY FOUNDATION WALL LESS THAN B INCHES FROM EXPOSED EARTI)L :A. •' f W�11. -.4 ,L{`I ' A ,� -')1111111 1111 EOPT. EQUIPMENTQS.O.G. SLAB ON GRADE MTH DESIGN�ECTRAL RESPONSE AT SHORT PERIODS Sds,NOT EXCEEDING 0.50g ••},,. - ,., ' EW. EACH WAY SPG SPACE(S)(TNG) POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SU BY A EXP. EXPANSION SPEC. SPEDFEMEN(S) QUALITY ASSURANCE PLAN IS NOT REQUIRED FCR MND EXPOSURE B MERE BASO MND CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE CEPT JOIST BLOCIOIG �, ITT22 PER PLAN DT12Z PER PLANCID EXST. DOSING SSL SQUARE SPEED IS LESS THAN 120 MPH. !! 1. 4 EXT. EXTERIOR Sm. STANDARD I. F LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL ,'-� 2)0.228'DIAL etek 4 TRIM RE:AROH. ''Y"R STGR. STAGGER SUMMARY:A QUALITY ASSURANCE PLAN IS NOT REQUIRED BY CODE FOR THIS ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MO Ste' ASTENERS W/Y�N. (� FAIL FABRICATION STIFF. STIFFENER(S) STRUCTURE. BARRIER 1P6NEQ 710N TO m AT II JOTS PER PLAN �EA/00� �� FB FLUSH BEAM SII. STIRRUP(S) F. FOUNDATION Sit STEEL 2 IF IN AN ENCLOSED CRAM.SPACE OR AN UNEXCAVATED AREA WITHIN THE - PER PLAN N F.F. FINISH FLOOR STRUG STRUCTURAL 01701 EXECUTION REOITRUCIUR5 BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PER OR PED T 2%LEDGER II POST m MATCH FF/'�111 INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REQUIRED PER ALL LOCAL THAN 8 WOES FROM EXPOSED GROUND AND SEPARATED THEREFR YBEAM FUL FRISKED) STRUCT. STRUCTURAL '+: •• DTT7Z ASSY.AT NNE: BEAM TO POST W/PC RS FLANGE ESP. SUSPENDED(TION) GOOFS IMPERVIOUS MOISTURE BARRIER.". 16 FEET MAX 0.G LedgeLak Fasteners shall f4P FIR FLOOR SLUM. SYMMETRICAL LOCAE ASSY,IID@N 4 be per KC ESL-1078 Iia POST CAP FN flF1D(FACE)NM 02001 STE CONSTRUCTION TId/ I SLEEPERS AND SILLS ON A CONCRETE SLAB ON GRADE THAT NOES HAVE t DEO(OF EACH, END O F.O. FINISHED OPENING T. TOP ALL SITE CONSTRUCTION SHALL BE CONSISTENT MTH THE GEOTECHNICAL ENGINEERING IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH. p.( l'-11- F.O.C. FACE OF CONCRETE TAB. TOP AND BOTTOM RECOMMENDATIONS AS NOTED N THE GEOTECHNICAL ENONEEPoNG REPORT(SEE SECTION 4. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EVERT '. E.3/4'=1'-0' SCALE:3/4'=1'-0' Cd F.0.1.4 F.G.Y. FACE O'MASONRY TEMP. TEMPORARY 01300)AND N SUBSEQUENT DIRECTIVES CONCRETE LIR MASONRY WALLS BELOW GRADE. F.O.S. FACE OF STUD TAG. 2 TYPICAL DECK DETAILS 3 TYPICAL DECK DETAILS TONGUE'D GROOVE 02261 DEMOTION SUPPORT AND PROMOTION F.O.W. FACE O'WALL TM( THINNESS) - FRIA. FRAME(ING) THE. THREADED EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS'ASSOCIATION F.S. FAR SIDE TN TOE NAIL MATERIAL PER THE GEOTEOHNICAL ENGINEERING RECOMMENDATIONS. OVER-EXCAVATED (AWPA)SPECIFICATION C2 AND CO OR APPLICABLE STANDARDS. VJ FT. FEET(F001) T.O.S. TOP OF SHEAIHNG(S AB) AREAS SHALL BE BAC%FlLLED MTH LEAN CONCRETE OR PER GEOIECIMCAL POST BRACING FOR NOTE:PROVIDE �� FRTW FRE RETARDANT TREATED HOOD L0.W. TOP O WALL RECOMMENDATIONS AT THE CONTRACTORS EXPENSE. ALL FASTENERS(NABS,BOLTS ANCHOR BOLTS.PLATES HANGERS,ET CONT POSH EXCEEDING 7 BRACE CIN ONE SDE FIG. FOOTING 7RANSY, TRANSVERSE MBH TREATED LUMBER SHALL BE CORROSION RESISTANT 6-185 HOT GAIN FEET TALL 5/e'DIA X 6 1/2'LAG BOLT AT EN)POST LO.S TOP OF STEEL EXCAVATION%OFFS SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE UNITS FEB ASTM A153 OR STAINLESS STEEL (CIR98()-(TMP) COMMA 7 U GA GAUGE TIP. TYPICAL SPECIFIED BY LOCAL STATE,AND NATIONAL SAFETY REGULATIONS „,# 406 BRACE(TMP)-MY /"-I H.� GALV. GALVANIZE(D) INSTALLATION CEON CONSTRUCTION SHORING,IF REQUIRED.SHALL BE PER THE SHORING ONE BRACE AT ENO POSTS GB GRACIE BEAM U.N.O. UNLESS NOTED OTHERWISE pRAWINGS NOTES,AND SPECLFlCATOMS 1-1;c1 �"'I, OD GLUE LAMINATED BEAM U/S UNDERSIDE OCLONG PER :^ ARCL U -. O GRD. GRADE 06101 ROUGE FRµ1C ^' GAB GYPSUM WALLBOARD V. VERTICAL SALM LUMBER SHALL CONFORM TO NEST COAST LUMBER MSPECTIOM BUREAU(WAIS) 2s BERG Vl/ /'� �' GIP. GYPCAEE V rn T. VERILY VERTICAL FlEW 'GRADING AND DRESSING RULES'NO.17 LATEST EDITION. SAWN LUMBER SHALL BE S43AE H AND SURFACED DRIED,19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER �- 1-' H. HORIZONTAL FROM WEATHER AND-PROVIDE FURTHER DRYING OF ASSEMLED FRAYING T IMAM v'_ ����'�� II�Ii' (2) .. .� HD HOLDOYM W WIDE(MDTH) 12000 SHRINKAGE POTENTIAL ALL LUMBER EXPOSED m WEATHER OR y44 II )I H H )III I/ / i / /l I___ r� //N'�� 0 H.D.G.DRHGALVAMZED W/ WITH CONOE. A E.AND P SHALL S PRESERVATVEA TREATED 0.TA PER � �� I H N MGR. HEADERHIN ER O. WWppp T SPECIES.P GRADE.AND PROPER7E5 FOR EACH USE OCATIOM SHALL BE GLOWS WELDED UN.0.PER PLAN/SCHEDULE: HORIZ HORIZONTAL W.P.HORZ HORIZONTAL S MOM POMADED STUDS Fb Fr Fry Fc :. - I_ U HR HEADER W.S. MELDED STUD 115E/LOCATIOq SPECES CRAVE (PSI)(PSI) (PSI) (PSI)( .��i •rH Cd O RIB. MOR STRENGTH BOLT WE WEGHT COTS PT 2%12 STROLLERS U 0' Z HL HEIGHT W.W.F. MELDED WIRE FABRIC 2X,3X HEM-FIR NO.2 850 150 405 1300 1.3E6 'P--' O AT 18'0.6 MAX � DO LD. INSIDE DIAMETER X-STG EXTRA STRONG LEDGERS .., LSC STRINGER TO R01 �( H O W E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG 2X 3X DOUGLAS FIR-LARCH NO.2 900 180 625 1350: / BatGILT CRR LF. INSIDE FACE 40 DOUGLAS FIR-LARCH NO.I 1000 180 625 1500 _ YD YARD -,114, P.R.POST PFR PLAN BEAMS AND POSTS (MAX Kw=I0'-0') STRINGER TO DECK 4X DOUGLAS FR-LARCH NO.2 900 180 625 1350 1.6E6 RTS. 3/4'=1•-0' TALL POST BRACING SD I 6% DOUGLAS FIR-LARCH NO. _ 1 1200 170 625 1000 1.6Efi 4 NOT USED 5 TYPICAL DECK DETAILS