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Plans (74) 1. O IC COPY • l S-/(c. se, 72i cs FitA IIIIIII — 7, ►1111111 [ I AUG 22 201; Archhf#4ecIftst ,,... _ 24 Cm€rei Way, Suite 210 wininammemmimmommo�, , , ___.__ aanl•�i ,Maia�.r�ear .-_ ,r KIrkfaad.14aslcagtaa 4E�13 IN .-.. e 1 e 9 R45d3f71 h924ESB-i7 mmimrI� ��caar 114/11r>�• d 34i;win'ro$hramkaskom M1111111111•11.8.1.11 MINIM NO IIS ..5,- ll AI�C� moommum=mmoommom loom mimimminimilmommmeimmu IC♦C)0 AUG ionor= KIRKLAND,5558 WA. 5558 .8111111 MINIIMINIMIMMIMMOI MI IIIMINIMININNI IN IN = .�. IN mi .MINlMIIIIIIMIENIIIIMIIII IN INIII EllM — - 11111111.1111•111111111111 ■I DECK _ DECKonlimomminnimmonsoomm 7,x moilimmomi o IIIIIIIIIIIIIII IIIIIIIIIIIIIIIII _—___- I1JI 1 WWI MN 111111MINEM ! 1 ` -.., •,�iIIJllhIiOIIIIIiIIIIIIIIII II i _ - _ Ir :4,,' "� 1 1Zi Iligh Plilrillill-11111 .' ..-. i II I I II �--r .__LL_, ,__LL., ,J-I-, i DROP DISTANCE FOR DROP DISTANCE FOR FOOTINGS C s R FOOTINGS AND VERTICAL SINGLE FAMILY DECK REAR ELEVATION AND VERTICAL LENGTH of DECK SINGLE FAMILY DECK SIDE ELEVATION SINGLE FAMILY DECK SIDE ELEVATION ENGTH OF DECK POSTS POSTS VARIES. _ 1/4'=1'-0" VARIES. 1/4'=1'-0' 1/4'=1'-0' ccl d UJ 06 O n W .°' O m= as Va U LL o 0 C CS a 18•_0' 16._0. ` 8•-0' 8"-0' 0 f • - II / MANUF.RAVING SYSTEMRFACE OR FACE-ATTACHED (372x8 TRIM © © ( ) C1 DT72Z RAIL POST LL • y SU 18/8(2)4 E.W. IIIFTC ■` 4x4 PT POST ® ® ® SUPPORT POST BELOW IIIIIYI�I.MIEM II , j AAC4PSTPOST CAPBASE .V Deck ` "sr IIA-------— %SPACED DECKINGDTT2Z I DECK ABOVE DTT2Z �/o • (3)2x8 P.T.& O v C CU (1)2x8 TRIM (3)2x8 P.T.& mCD (1)2x8 TRIM0 ao ti 1 _ V P.T.1x6 aa. fa P.T.2x LEDGER BRACE,TYP. (� d SINGLE FAMILY DECK FLOOR PLAN SINGLE FAMILY DECK FRAMING PLAN aC oZ C 0) Cl 0 Cl) a 34 lab No_ 12-11 a Sheet Ne_ 5 Al Sheet Order- A S U Nee 1 ABBREVIATIONS 2 STRUCTURAL NOTES A AND IN. INCHES) 01005 GENERAL RECUREMENIS 03000.CONCRETE 06102 FROM NOTES 4 ROUGH FRAMING NAILING SCHEDULE O AT INFO. INFORMATION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS.ANY CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CON.' FRAMING CONNECTORS.ACCESSORIES AND FASTENERS AS NOTED IN THE PLANS AND g ' FEET(FOOT) INT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS,NOTES,SPECIFICATIONS STE CONDITIONS STANDARD ACI 318-05"BUILDING CODE REQUIREMENTS FOR S1RUC • •r-ETE". DETAILS SHALL BE AS MANUFACTURED BY RMPSON STRONG-TIE EQUIVALENT HARDWARE 5 • 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 MOT FRANC MAIJIG SlFOILE ON URI OF WC TAS 270141) / POUND(S),NUMBER JST, JOST CORRECT THE DISCREPANCY N WRITING ANY WORK COMPLETED AFTER DISCOVERY OF CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1901 ASMI-'I-;s.SHALL BE PER MANUFACTURERS'SPECIFICATIONS.WERE STRAPS CONNECT TWO MEMBERS CONNECTNN FASTENING EQUAL(S) JT. JOINT THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY 111TH --T 'CNN TOGETHER.PLACE HALF OF THE REQUIRED MEMBER IRED FASTENERS INTO EACH PRSMDE 1.INEC N 9LL OR ORDER (3) S ENI%25"TOENALS a / PER ARCHITECTURAL PLANS FOR OPENINGS,ARCHITECTURAL TREATMENTS,AND DIMENSIONS 6.CONCRETE EXPOSED TO FREEZING AND THAWING SMALL HAVE AN TNG SOLID BLOCKING AT AU.BEARING PANTS SEE SECTION 06071 FOR FASTENERU K KIPS(1000) NOT SHOWN.CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC.NOT SHOWN. 3. CONFORMING TO IBC SECTION 1904.2 THE USE OF WATER „'.SOLE CHLORIDE REQUIREMENTS AT TREATED LUMBER.TYPICAL NAILING NOT SHOWN PER PLAN,DETAR,OR 2.BRIDGING TO JOIST (3)0.13"X 25"TOENAILS EA.END Z m AS. ANCHOR BOLT ION SHALL NOT BE USED. SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IBC TABLE 2304.9.1 OR TO I IX6 OR LESS SAFER TO..IST. (2)0.31'%2.5"FACE NAIL m ABV ABOVE LA7. LATERAL THE CONTRACTOR SHALL PROVIDE BUDNG AND SUPPORT REQUIRED FOR TEMPORARY THE FASTENING SCHEDULE ON SHEET 51.1. 4.RIDER THAN TON SUBUL TO.61(3)0.131"X 2.5 FACE NAL ADD. ADDITIONAL LB. POUND(S) CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING THE CONTRACTOR SHALL SUBMIT MIX DESGNS TO ENGINEER OF RE..••, =VAL 5 7 SAFLOOR TO JSC/QROER (2)0.748'X 3.25"BIND A FACE NAIL cm m ADL ADJACENT LB. LAG BOLT(S) ERECTION.BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE FOUR WEEKS PRIOR TO PLACING CONCRETE.MIX DESGNS SHALL BE REM s NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS 12.1611,OST TO TOP PLATE (I)0.148 X 3.25"AT 17 QC TOENAIL n'. PROPERLY SUPPORTED. CONFORMANCE TO IBC SECTIONS 1904 AND 1905, FOLLOWS: ALUM. ALUMINUM LG LNG(IIUONAL) 24RULLT-UP ORDERS AND BEANS (1)0.748"%125"AT 17 EA EDGE STAGGERED cc ALT. ALTERNATE LGN. LENGTH THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK THE CONCRETE MAX DES/ORS SHALL MEET THE FOLLOWING REWIREMEN - ,,:.A NAIL SIZE DIAMETER LENGTH v;o APPRX APPROMMATE(LY) LGMF LIGHT GAUGE METAL FRAMINGVI a N ARCH, ARCHITECT(URAL) LON7RACTAN SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, LLH LONG LEG HORIZONTAL SHORING AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES CALL THE 28 DAY MAX MAX MR SPECIAL LOGS 0d 0.13" 25' W m c LLV LONG LEG VERTICAL1W 0.148' 10' CA ASSY ASSEMBLY UTIUTY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-332-2344. STRENGTH W/C SLUMP ENTRAINMENT INSPECTION ABS -m B. BOTTOM LSH LONG SLOTTED HOLE(S) - - 12d 0,148" 3.25' BEL BELOW LT.WT. LIGHT WEIGHT fc(PS) RATIO (INCHES)(PERCENT) REQUIRED APPLICA 16d 0.162" 15" C BEN BOUNDARY EDGE NAILING LW. LIGHT WEIGHT 0700:COTE REQUIREMENTS 2500 0.45 431 021 NO FOOTINGS ."N" W m> B.F. BRACED FRAME ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2014 ORSC(2014 OREGON 3000 045 411 5±1 NO EXTERIOR UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS,ANCHOR BOLTS AT q BLDG. BUILDING MAX MASONRY STRUCTURAL S'EDALTY CEDE AS ADOPTED BY WASHINGTON COUNTY,OREGON. P �f,e GRAD SIU.PLATES SHALL BE 5/8"DIAMETER WITH MINIMUM EMBEDMENT INTO CONCRETE p n N BUG BLOCK MASH. MASONRY ) DRIVEWAYS,CURBS,WALKWAYS,PATIOS PORCHES, "' AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM i s. BUM BL000NG MAT. MATERIAL 0120k DESIGN LOADS WEATHER.AND GARAGE FLOORS ' 7 a S.W. BELOW MAX MAXIMUM 2500 0.50 531 031 NO ALL OTHER ;H+�TE OF TWO BOLTS PER SU.PIECE WITIi ONE BOLT LOCATED NOT MORE THAN 12"NOR LESS u LIVE LOADS THAN 4.5"FROM EACH END OF THE PIECE. A 3%3"X0.229'PLATE WASHER SHALL BE U m EN. BEAM MLR MACHINE BOLT �E4N.� `z N BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER DECK(SNOW) 40 PSF ONE COMPRESSIONSQUFEET TEST MINIMUM SHALL BE EACH MX FOR EYFRI�WBC YARDS OR XP1 4"FOR ALL ANCHOR BOLTS(DO NOT COUNTER-SINKSSE ASE IS ALLOWEDLA 1H A BN BOUNDARY NAUNG MECN. MECHANICAL DECK(LIVE) 40 PSF 5000 SQUARE CP SURFACE AREA FOR EACH IDX DESIGN RACED EACH DAY.A X 1 3/4"DIAGONAL BLOTTED HOLE N THE 3 X 3'PLATE WASHER 5 WITH A m N BRINY. BOUNDARY MEO4 MASONRY EXPANSION JOINT SNOW LOAD DESIGN DATA: TEST SHALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MADE FROM THE SAME STANDARD CIT WASHER. B.O. BOTTOM OF MER MEZZANINE SAMPLE AND TESTED AT THE SPECIFIED ACE ADDITIONAL CYLINDERS MAY BEM. ON Pg=20 PST,P1=14PSF,Ce=1.0,Is=1.0,Ct=1.0. B.O.E. BOTTOM OF EXCAVATION MFR MANUFACTURER PURPOSES. REGARDING POST TENSIONING FORK REMOVAL,S7RENG.DEYEL OR 0 IST .IDIS?AFD MAY HANGER B.O.F. BOTTOM OF FOOTING /AN. MINIMA( OTHER PURPOSES CONCRETE SHALL BE ACCEPTABLE IF: r ,r JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY MSG MISCELLANEOUS WINO DESIGN DATA(UPLIFT} 1.NO TEST FALLS 500 PS BELOW THE SPEWED STRENGTH �. BRDG BEARINGNG) SMPSON STRONG-TIE.EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY U ORG. BEARING MTL METAL BASO WIND SPEED: 120 MPH(ULT.)93 MPH(ASCI) 2 THE AVERAGE Of ALL STRENGTH.Of 3 CONSECUTIVE TESTS DOES T. ?' ENGINEER OF RECORD.JOIST AND BEAM HANGERS SMALL BE PER PIANS OR DETAILS. BTM. BOTTOM MND IMPORTANCE FACTOR I.=1.0 BELOW THE SREpFlFD W: BIM. BETWEEN (N) NEW MND EXPOSURE: EXPOSURE B CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT TO FU G N.LB. NON-LOAD BEARINGTOPOGRAPHICAL FACTOR: KXt=1.0 AT NO ADDITIONAL EXPENSE TO THE OWNER C CAMBER NO. NUMBER PATERNAL PRESSURE COEFFlpENT: GCpi=+/-0.78 06101:SHRN(AGE Cr WOW FIRMING N.S. NEAR ROE COMPONENT/CLADDING WIND PRESSURE: P(C)=25 PSI" RESHOBNG MERE REQUIRED.SHALL CONFORM TO AO 301 SECTION 4.6 SHRINKAGE IN W000 FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO GNB. CAMBER(ED) COMPRESSOR OF ASSEMBLIES OF NODS COMPONENTS. PLUMBING.ELECTRICAL,AND 2 N.T.S. NOT TO SCALE PROPOSED RESHORING PLANS TO THE ENGINEER OF RECORD FOR REM ¢. 50.,1 (3)2513 A(I) 1, CANT. CANTILEVERED) N.WGNOHMAL WEIGHT CONCRETE EARTHQUAKE DESIGN DATA: ?' MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT 2X8 TROT ,�" RAL POST 46,La �To `.ti., 3 OF WBC FOOTSEISMIC RRORTANCE FACTOR le=1.0 CHAMFER ALL EXPOSED CORNERS PER THE ARCNTECTIJRAL PLANS INfII T TO ACCOMMODATE 1/4 NOH PER FLOOR WOOD SHRINKAGE.THE USE OF KILN DRIED M1 t GTP. CAST IN PUCE _ Or.) •+ ,•t' CJ, CONSTRUCTION JOINT SPECTRAL RESPONSE ACCELERATIONS Ss= COL BELOW - 0.0. OUTSIDE DIAMETER STE C1A55: STE CLASS D =0.442 SPECIFIED BY THE ARCHITECT. n LUMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO ? CL CENTER UNE APPLICATION OF ANISES WILL HELP CONTROL BUT WILL NOT ELIMNATE SHRINKAGE. Z rP ,w -, • CG CEILING O.F. WTSDE FACE SPECTRAL RESPONSE COEFFICIENTS SOS=0.735 501=0.46 pR CLEAR 0.K OPPOSITE HAND SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D III �iu� Z _ • COL COLUMN OPNG. OPENING MARC FORCE RESISTING SYSTEM: BEARING WALL SYSTEM 06160:WOOD SHEATHING 4: 4r8 �d�� �Q LONG CONCRETE • OPPOSITE DESIGN BASE SHEAR Cs=0.120 W STRUCTURAL MOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE �� 't..4.3 1S/03: CONN. CONNECTION ORNT, ORIENTATEDON) RESPONSE MODIFICATION FACTOR R=6.5(LIGHT-FRAME WALLS) REINFORCING RE/NORDIC STEEL AMERICAN PLYW000 ASSOCIATION.WOOD SHEATHING PANELS SHALL BE C-D NT APA II' �� "I (, CONST. CONSTRUCTION OSB ORIENTED STRAND BOARD ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE RI-OS.REINFORCING STEEL STEELG,FABRICATION,AND PLACEMENT SH RAC WITH EXTERIOR GLUE FDX.ORIENTED STRAND BOARD 318-05, STEEL SHALL MEET THE FOLLOWING REQUIREMENTS (COX). (OSB)PANELS SHALL BE 3 ylm CONT. CONTINUOS O.W.J. OPEN WEB JOIST EXPOSURE 1.PANELS SHALL HAVE THE FOLLOWING THICKNESS,SPAN RATING AND SD-1 W11 50-1 CTSK. COUNTERSINK 01300.GEOIEQNCAL KORIAMIIM ASTM A-615 DEFORMED BARS GRADE 40(4=40 KS)FOR(3 BARS ONLY FASTENING UNLESS NOTED OTIIERWISE PER PLAN: o rn CTR. CENTER ED PAR. PARALLEL EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT MTH THE GEOTECHNICAL EDGE FIELD CENTER(ED) ENGINEERING RECOMMENDATIONS ALL FOUNDATIONS ARE TO BE FOUNDED ON ASTM A-615 DEFORMED BARS GRADE 60(4=60 KS)FEB I4 BARS AN t= n TS iI v CY CUBIC YARD P/CEPRECAST MALS NAILS ¢ I N COMPETENT NAP ORBY OTHER MEANSDEFINEDBY A LICENSED � ASTM A-706 DEFORMED BARS GRADE 60(4=60 001)FOR ALL WELD AR PEN PANEL EDGE NAILVE MATERIAL 0 E AS LCE SED (F ROOF: 7/16"40/20 C-D APA COX TAG ed AT 6' BD AT 12' DEC 0 16.0C FRAMING o PERP. PERPENDICULAR GEOTECHMGL ENGINEER ASTM A-1135 SMOOTH BAR(1960 KS)FOR WELDED WIRE FABRIC DECK o U d PENNY(NALS) FLOOR:3/4'APA RATED STURD-I-FLOOR OSB 40/20 TAG tOd AT 6" 10d AT 12' o 0 DB DROPPED BEAM R- PLAN CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED MTH THE FOLLOWING PARAMETERS REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 WI.4XWI.4 WELDED WIRE FABRIC SEARWALL:7/16'C-D W/EXIERIOR GLUE SEE SCHEDULE SHEET 51.1 I r;i s DMA DEFORMED BAR ANCHORS PI- PROPERTY UNE ALLOWABLE BEARING PRESSURE 2000 PSF FIBER MESH UNLESS NOTED OTHERWISE.PROVIDE LAP SPLICES PER THE LAP SPUCE I u LIDGETt u u a a DBL DOUBLE RN PLAN ALL ROOF AMO FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAN - DOW DEMAND CRITICAL WELD MARC. PLUMBING ACTIVE EARTH PRESSURE(WILDING) 35 PCF SCHEDULE ON SHEET S6,0.REINFORCING STEEL AT ALL WAILAND SLABS, FOOTINGS PERPENDICULAR TO SUPPORTS AND N A STAGGERED PATTERN UNLESS NOTED OTHERWISE DEPT, DEPARTMENT PLYMI. PLYW900 ACTIVE EARTH PRESSURE(AT-REST) 50 PCF SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SMALL BE PROVIDED. PER PLAN.BLOWING AT INTERMEDIATE FLOOR AND ROOF SHEATHNG JOINTS SHALL NOT to DET. DETAIL PSF PONDS PER SQUARE FOOT PASSIVE EARTH PRESSURE 350 PCF BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN.SIEARWALL SHEATHING SHALL BE n ECOEFFICIENT OF FRICTION 0.35 COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: DF DIM EWR FIRPSI POUNDS PR SQUAREINCHBLOCKED AT All EDGES WITH 20 OR 3X FRAMING FEB SHEARWALL SCHEDULEDIA DIAMETER P.T. PRESERVATIVE TREATED SOIL PROFILE SITE CLASS D o OAG DIAGONAL PT POST TENSON(ED) CONCRETE CAST AGAINST EARTH SCALE:1/4'=1'-0" z ALL FOUNDATION INSTALUAPPROVAL OF THE LOCAL BUDDINGALL TIWS ARE SUBJECT TO BAR SIZES 3 4 t DI . DIAP DIM DIMENNRAGM GEOTECHGEOTECHNICALSION STY. QUANTITY INSPECTOR OR A LICENSED GEOTECHNICAL ENGINEERFORMEDSURFACE EXPOSED TO EARTH DR WEATHER 1 DECK FRAMING PLAN s DN. DONN 15 AND SMALLER 1 1/2" D.O. DITTO(REPEAT) R RADIUS 01400.NEPECIIONS AMA SPECIAL INSPECTORS cc DP. DEEP RAD. RADIUS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED REINFORCING STEEL SHALL BE ACCURATELY RACED AND ADEQUATELY SICU 'SN PLACE < u O.S. DRAG STRUT RE: REFERENCE BY THE LOCAL BUILDING DEPARTMENT. PRIOR TO CONCRETE PLACEMENT.REINFORCING STEEL SHALL NOT BE FIELD EXCEPT SCE ARCHITECTURAL MANUFACTURED RAIL SYSTEM AND CONNECTION SEE ARCHITECTURAL MANUFACTURED RAIL SYSTEM AND CONNECTION F G REF. REFERENCE AS NOTED N THE DESIGN DRAWINGS.MELDING OF RENFOTCMC STEEL SHALL NOT BE FOR ALL FUSBNG DERGW BY OTHERS-DEFERRED SUBMITTAL FOR ALL HASBRO DESIGN BY ODORS-DETERRED 9BYITTAL DWG. DRAWINGS) DETAILS ENGINEER OF RECORD TO RENEW RAIL Yr DETAILS ENONELR OF RECSRD TO REVIEW RM. Y^ o m U RF1NF. REIRFORCEMENT(ING) SPECIAL INSPECTIONS ARE NOT REQUIRED FOR GROUP R-3 OCCUPANCIES UNLESS PERMITTED WINOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTED DM_ DOWEL(S) ON THE DESIGN DRAWINGS. CONNECTION FCR RIM LOtiIN1C110N }i LONECION FCL BM CONSTRUCTION m a REQ REWIRED OTHERWISE REQUIRED BY THE BUILDING OFFICIALCWPATABLUTY. Lp0'ATAffiITY. EXISTING R.F. ROD FRAME a r. EE)A EACH N.0. ROUGH OPENING 01401:STRUCTURAL OBSERVATION .GISTS PER PLAN $ ES 0 RS ROUGH SAWN STRUCTURAL OBSERVATION IS NOT REQUIRED. 0607:PRESERVATIVE TREATED WOOD PREDIICTS a x E.E. EACH ENOP.7.1X6 DIAGONAL BRACE PRESERVATIVE TREATED WOOD SHALL BE REWIRED FOR ALL WOOD THAT THEY* 3 0.131X3 NAILS: NOTE:8 DTT22 HARDWARE d E.F. EACH FACE w/(3)Rd EA.55. 1 TO BEAM E.1 EXPANSION JOINT SCH. SCHEDULE 01402 QUALITY ASS/RANCE REQIIE/WATS STRUCTURAL SUPPORT OF THE BUILDING BALCONIES PORCHES,OR SMI MANEMt 11 ELKO TO JOIST LOCATED IN SECOND BAT z SOIL STRUCTURAL COMPOSITE WOOD THE OUAUTY ASSURANCE PLAN SHALL BE TO VERIFY THAT THE SPECIAL INSPECTIONS BUILDING APPURTUNENCES THAT ARE EXPOSED TO THE WEATHER MTHOU WATEE-7" PRONE RUINING BON EL ELEVATION _ w/ BKG TO BEAM SIGHED. SCHEDULE NOTED IN SECTION 01400 AND THE STRUCTURAL OBSERVATION NOTED N SECTION 01401 PROTECTION FROM A ROOF,CAVE,OVERHANG OR OTHER COVERNG TO BAYS ELEV. ELEVATOR SHO, SHEET _ -1' EMBD. EMBE HENT HAVE BEEN COMPLETED AND THAT SUPPORTING DOOUMENTAON NOTED IN SAN SECTIONS MOISTURE OR WATER ACCUMULATION AT DIE SURFACE OR AT MINTS BE -".x��T�.���� SIN. SIMILAR HAS BEEN PROVIDED. '.13 "...,_{{`�f!►��I1 .ln�.. (•/ �Wii'( JRMA ryTIF EN EDGE NAL S.J. SHRINKAGE CONTROL JOINTf�• pPA3 � �Fi'�75+i ILHllll I �' II{t��i II'lIH'N J ENG ENGINEER ALLAMOW FOUNDATIONNDO ABOVELLESSETHAN AND RESTING ON E EXTERIOR CON RIDINGS laft LAA" `�A� ED. EQUAL �' SEXED) MTH DE ASSURANCE PLAN IS NOT REQUIRED FE STS,SRARES OF LIGHT WIJ0.FRAMING MASONRY WALL 8 INCHES FROM EXPOSED EARTH. _ e !� 4'a+%�1��� asi.�j"�� EQPT. EQUIPMENT S.O.G. SLAB ON GRADE WITH DESIGN SPECTRAL REPONSE AT SHORT PERIODS,Sds,NOT EXCEEDING 0.508 y:qY E.W. EACH WAY SPC. SPACE(S)(MG) - POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPOR A EXP. EXPANSION SPEC. SPECIFICATION(5) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR WIND EXPOSURE B WIIERE BASE WIND CONCRETE SLAB OR FOOTING THAT IS N DIRECT CONTACT WITH THE EAR EXCEPT JOST BLOCKING I, ME PER PUN DT121 PER PLAN rR EXST. FASTING GU. SOUARE SPEED IS LESS THAN 120 MPH. .!"1 EXT. EXTERIOR STD. STANDARD I. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDEST CH 2)0.228"DIA Lalge cit TRU REARM. SIGN. STAGGER SUMMARY:A QUALITY ASSURANCE PLAN IS NOT REQUIRED BY CODE FOR THIS ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MO ASIENERS W/7 MN. Ct FAB. FABRICATION STIFF. STIFFENER(S) STRUCTURE. BARRIER PENETRATION TD TMT AT JOISTS PER PLAN BICC W/AN U FB FLUSH BEAM SM STIRRUP(S) 1G QC STAGGERED SIO EA END ��(LLLT���A 2. IF IN AN ENCLOSED CRAM SPACE OR AN UNEXCAVATED AREA WITHIN THE PER PLAN C✓ FOR FOUNDATION STN. STEEL 01700:EXEWTNN REQUIREMENTS BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PER OR PEDESTAL MORE11 BEAM KITH 'T 2%LEDGER SQUARE PAST 70 YATCK F.F. FINISH FLOOR) STRUC. STRUCTURAL NSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REQUIRED PER ALL LOCAL THAN 8 INDIES FROM EXPOSED GROUND AND SEPARATED 7H-5•5 BY AN ••NDE DTUIZ ASSY.AT NOTE: STRIUtT. STRUCTURAL Wy FIN. FINISH(ED) Sd POSTCAP TO POST CAP W/PC FLG FLANGE SUSP. SUSPENDEDOION) CODES IMPERVIOUS MOISTURE BARRIER 16 FEET SS 0.L be per IE FEST-1 s slw0 LEGE ASSY ENNWNDO 4 be per NEC ESL-1078 FIR FLOOR SWAM. SYMMETRICAL FEET ff EACH IO OF 1 SLEEPERS AND SILLS ON A CONCRETE SAB ON GRADE THAT.. 'OT HA FN FIELD(FACE)NAIL IMPERVIOUS MOISTURE BARRIER SEPARATION WTH EXPOSED EAR s P`I F.O. FINISHED OPENING T. TOP 9 CONSTRUCTION SHALL BE CONSISTENT NTH THE GEOTECHNICAL ENGINEERING Oa �"I F.O.C. FACE OF CONCRETE T.M. TOP AND BOTTOM RECOMMENDATIONS AS NOTED N THE GEOTECHNICAL ENGINEERING REPORT(SEE SECTION 4. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF SOME:3/4"=l'-0" F.B.M. FACE OF MASONRY TEMP. TEMPORARY 01300)AND N SUBSEQUENT DIRECTIVES CONCRETE OR MASONRY WALLS BELOW GRADE. F.B.R. FACE OF STUD EAG TONGUE AND GROOVE o22�EXCAVATION SUPPORT AND PROTECTION • .,= 2 TYPICAL DECK DETAILS 3 TYPICAL DECK DETAILS FRAC FACE OF WALL �• THICKNESS)REEXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE PRESERVATIVE TREATMENT SHALL BE PER AMERICAN 11000 PRESERVERS ASSOCIATION �I�AI�� ERM. FRAYE(ING) TMRD. THREADED MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER-EXCAVATED (AWPA)SPECIFICATION CIL AND CSI OR APPLICABLE STANDARDS. V/ FR FAR 90E - POST BNTONG FOR NOTE PROVIDE FT. FEET(FOOT) T.OS. TOP OF SHEATHNG(SLAB) AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL POSTS IXOGDNRG 7 BRACE ON SEE O T.O.W. TOP OF WALL RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. ALL FASTENERS(NAILS.BOLTS,ANCHOR BOLTS,PLATES HANGERS,ETC.)N CONTACT FRAY FRE RETARDANT TREATED W000FEET TALL 5/8'DIA X 6 1/7 LAG BOLT AT ENO POST TRANSV... TRANSVERSE MIH TREATED LUMBER SHALL BE CORROSION RESISTANT G 185 HOT GIPPED GALV (••) FTG FOOTING T.O,S TOP OF STEEL EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE UNITS PER ASTM A153 OR STAINLESS STEEL (CRSWGI-�P) CORIUM a GA. GAUGE TIP, TYPICAL SPECIFIED BY LOCAL.STATE,AND NATIONAL SAFETY REGULATIONS OW BRACE(TIP)-OAT u GALV. GALVAMZE(D) r�.4 GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE INSTALLATION OF CONSTRUCTION SHORING.IF REWIRED.SHALL BE PER THE STORING Off MACE AT END POSTS .-H GIB GLUE LAMINATED REAM U/S UNDERSIDE DRAWINGS NOTES,AND SPECIFICATIONS g:'• OEOONG PER y GRD. GRADE 0610M ROUGH FRAING ARCH. �IVAI�� GAB GYPSUM WALLBOARD V. VERTICAL SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU(WON) 2.BLXE \L/ Z Z GIP. GYPCETE VERT. VERTICAL 'GRADING AND DRESSING RULES"NO.Ti LATEST EDITION. SAWN LUMBER SHALL BE S4S VE VERIFY IN FIELD AND SURFACED DRIED.19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER y H. HORIZONTAL FROM WEATHER AND PRUDE FURTHER DOM OF ASSEML D FRAMING TO MINIMIZE 7 ��' HO HODOWN W. VIDE(WIDTH) W000 SHRINKAGE POTENTIAL ALL LUMBER EXPOSED TO WEATHER OR RI CONTACT WITH �IN,,i'� 1,IM,I,r. I___ V A.S.B. HOT DIPPED GALVANIZES W/ WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED M O.PER '� r•`-�4 NOR HEADER W/0 WITHOUT SPECIES.GRADE,/A�N�D��PROPERTIES FOR EACH USE/LOCATION SNAIL BE ® /� I /'1 'D NOR HANGER WO. WOOD U.N.O.PER PLAN/SCHEDULE: �ti 0202 HORZ.IZ HORIZONTAL W.H,9 WELDED HEADED STUDS F5 Fr FW E lir. •W`�1V O tr-MHafiz. HORIZONTAL WP, WORK PONT USE/LDLATIW 9PECES GRADE (PSI)(PSI) (PSI) (PS)(PSI)HR HEADER M.S. WELDED SND LOTSH,SQ HIGH STRENGTH BOT WF, WEIGIRHT. HEIGHT W.W.F. WELDED WIRE FABRIC 2X 3X NEu-FlR N0.2 850 150 405 1300 1.3E6 PT 2%12 SDWN(EIRSAT 111"QG MAI! •10. INSIDE DIAMETER 0-010 EXTRA STRONG `" in..,I.E. NVERT ELEVATION XX-SEG DOUBLE EXTRA STRONG LF 2X,3 LSC 5 TO BYOP•NLF. NSDE FACE ID 3X OW GLAS FlR-LARCH NO.2 900 180 625 1500 1.7E6 BOLT CR TO YARD4X DWCLAS FlR-LARCH N0./ 1000 180 625 1500 1,7E6 ,. 0.T(CTR9W) ,lir P.1 POST PER PLAN BEAMS AND POSTS (MAX Im011=INT-D") STRINGER TO DEC( 4XDOUGLAS FIR-LARCH NO.2 900 180 625 1350 1.6E6 RIs 3/4"=I•-a' TALL POST BRACING 6X DOUGLAS FIR-LARCH NG 1 1200 170 625 1000 1.6E6 4 NOT USED 5 TYPICAL DECK DETAILS s�-1