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Plans (26) MILBRANDT ARCHITECTS Bulletin 25 Central Way, Suite 210 • Kirkland, WA 98033 - Tel: (425) 454-7130 • Fax: (425) 646-0945 Bulletin#: MA-12 Date: 8-17-2016 ATTACHMENTS: MA-12 Job Name: RIVER TERRACE Job No: 15-03 This bulletin is in response to a request from the City of Tigard regarding a%"P.T. plywood spacer strip being installed behind the deck ledger as shown on the attached MA-12 detail. The attached MA-12 detail is approved by Milbrandt Architects to be used for the deck ledger installation on the River Terrace project. OFFICE COPY CITY OF TIGARD REVIEWS FOR CODE COMPLIANCE Approved: ] OTC: [ 1 - Pcrmit#: 4 - 00 a' 9 Address: j S ) -7--7 )S- if q✓ Suite#: By: Date: - —)� REVISION Distribution: From: David Burnett Polygon Northwest Attn: Chris Walther Phone: (360)695-7700 REVISION CCP i BUILDING PAPER PRE-FLASHING, EXTEND 6" ABOVE LEDGER, MIN. METAL Z-FLASHING TYPE B /" SEE DETAIL 19/15 SPACED DECKING 1/1/ /d %arar ez 'iiz Ir7TZTTJa P.T. 2x JOISTS - SEE STRUC. FOR 4� CONNECTION DETAILS P.T. 2x LEDGER I P.T. PLYWOOD FUR STRIPS Y2" x 13c-2" AT EVERY LAG. TYPE A FLASHING !I� SEE DETAIL 19/15 PRE-FLASHING, EXTEND 2" BELOW LEDGER, MIN. SIDING BUILDING PAPER OR PRE-FLASHING; EXTEND TO ABOVE DECK-TO-WALL FLASHING DECK TO WALL FLASHING SPACED DECKING \ 1-1/2" = 1'-o" SECTION R317.1.1.1 Field treatment/ Field-cut ends, notches and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4 PROJECT NAME: RIVER TERRACE ARCH. JOB NO.: 1503 BULLETIN DATE 08-16-16 SCALE: 1 1/2" = 1'-0" PA GE PREPARED BY: DAVID BURNETT REF. SHEETS: DETAILS MA-12 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. CT ENGINEERING INC 180 Nickerson St. Suite 302 Seattle,WA 98109 (206)2854512(V) (206)285-0618(F) asolomon@ctengineering.com BULLETIN Date: August 17,2016 Number:CT-11 Project#: 15238 Project Name: River Terrace Attached: None Subject: Deck Connection Detail(Spaced Decking) Drawings Affected: Description/Action: This bulletin provides response to RFI, design clarifications and/or variation requests for the `River Terrace' project located in Tigard, Oregon. Based on our review of Bulletin MA-12 (Deck to Wall Flashing—Spaced Decking), this is an acceptable deck connection detail provided the fasteners attaching the ledger to the structure have the required penetration to the rim/blocking per the structural deck details. 4 ' 4 �� ' 22 ,„‹, 08/17/2016 CALL WITH ANY QUESTIONS Issued by: Arnold R. Solomon Date: Aug. 17,2016 Distribution: Contact Information: Chris Walther Polygon Northwest Company . Angela Gralewski Polygon Northwest Company David Burnett Milbrandt Architects R:\15238 River Terrace\Bulletins\15238_2016.08.17_CT11_Deck Connection Detail(Spaced Decking).doc Structural Engineers • /its T�—Oi — OQ REVISION111111 Mi l b r Q u r t rchirer s. aUG 2 X16 2EetWay,Sofa 219 fl I xkkiea t,tsa:3ayrus nom V a 131347130Iasssa na CtT'r tJ' 8efi_xwxml(hramkcaticam r. I� r i tICK')0 AUG -.1. T" ,r � '�Jy^�(-KIRKLAND,WA. ,A 5558111 T lljz....z 2 NM MINNI= ON 8.1 ENNIMINEINIMN. ,_MN MINOMMINIMme MI NINNINIlim NIIMININ--Mr 81111NOMIlim.I — DECK — - DESK DECKZi _...._-1==IIAwnIIIIIIIIII IImu_IIIIIil i —— ► I��,I1%-.11/- y O •�}� -g 4- _ , 3 ,!: ammulli © / \ i,„, _.. 2 „_ . , , i, „, , .,, ,,„ D- . . , ., i �• rJ-; jI , jj z u DROP DISTANCE FOR DROP DISTANCE FOR FOOTINGS -2C go SINGLE FAMILY DECK SIDE ELEVATION LENGTH of AND POSTS SINGLE FAMILY DECK REAR ELEVATION AND VERTICAL LENGTH OF DECK SINGLE FAMILY DECK SIDE ELEVATION s ” 1/4•=1'-0' VARIES. 1/4'=1'-0" POSTS VARIES. - 1/4'-V 0' .CO R 0 ldl 06 A � o O a W .E c LL e u C co a. is'-o 8'-0" 0 MANUF.RAILING SYSTEM (3)228 P-i.& Q © 0 _ �� / it .SURFACE OR FACE-ATTACHED (1)2x8 TRIM �C�IC�t D772Z RAIL POST II .% 18"x18"x10"FTG. — 444 PT POST W/(2)y4 EW.�Ill 1 NI a..I..�III'j ABU44 POST POST CAPE '" ® ® ® SUPPORT POST BELOW Deck - ?SPACED DECKING DTT2Z III I 111 III DECK ABOVE DT 2Z (3)248 P .& m A �0 (1)248 TRIM • ()y:8 TRIM& W a 0 0 P.T.1x6 V m en P.T.2x LEDGER DIAGONAL © J BRACE,TSP. • C ♦ 41 SINGLE FAMILY DECK FLOOR PLAN SINGLE FAMILY DECK FRAMING PLAN 1/4'-1'-0' 1/4'=1'-0' Um 0 Z a) C 0 /� 0) L 0 CO a . doh No.. 12-11 Sheet No Sheet Order: A S D 1 ABBREVIATIONS 2 STRUCTURAL NOTES & AND IN. INCHE(S) OHM GENERAL RECUMEENTs CONCRETE 06102 FRALrD NOTES 4 ROUGH FRAMING NAILING SCHEDULE a 0 AT INFO. INFORMATION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS ANY CRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE FRAMING CONNECTORS,ACCESSORIES AND FASTENERS AS NOTED IN THE PLANS AND FEET(FOOT) INT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS.NOTES.SPECIFICATIONS SITE CONDITIONS. STANDARD ACI 318-05'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE', DETARS SHALL BE AS MANUFACTURED BY SMPSON STRONG-TIE.EQUIVALENT HARDWARE NCH(INCHES) AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL MAY BE USED WITH PRIOR APPROVAL BY ENGINEER OF RECORD.INSTALL ALL HARDWARE RIMFRANC MAILING SCHEDULE ON IED OF ME TARE 230(9.1) m I POUND(S).NUMBER JST. JOIST CORRECT THE DISCREPANCY IN WRITING ANY WORK COMPLETED AFTER DISCOVERY OF CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903.ADMIXTURES SHALL BE PER MANUFACTURERS'SPECIFICATIONS WERE STRAPS CONNECT TWO MEMBERS 0 = EQUAL(S) JT. JOINT THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RIS(. REFER TO APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH AC 318-05 SECTION TOGETHER,PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER.PROVIDE CONNECTION FASIENNG / PER ARQ117ECTURAL PLANS FOR OPENINGS ARCHITECTURAL 1RUTMENTS AND DIMENSIONS 16.CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING SCUD BLOCKING AT ALL BEARING POINTS.SEE SECTION 56071 FOR FASTENER 1.JDIST TO 9(T.OR GIRDER (3)0.131'x 25'TDENALSTli K TOPS(1000) NOT SHOWN.CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC.NOT SHOWN. ADMIX URE CONFORMNG 70 IBC SECTION 7904.2.RHE uSE OF WATER SOLUBLE CHLORIDE REQUIREMENTS AT TREATED LUMBER.TYPICAL NAILING NOT SHOWN PER PLAN,DETAIL,OR 2.9IOONO TO JOIST (3)0131%25 TOENAILS L.A.ENO AB. ANCHOR BOLT ION SHALL NOT BE USED. SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IBC TABLE 2304.9.1 OR TO 1 TSR O2 LESS 9.111R.TO 57. (2)0.131•X 25'FACE NAB z ARV. ABOVE LAT. LATERAL THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY THE FASTENING SCHEDULE ON SHEET S1.1. 4.MEER THAN 156 9 ESIR.TO 51(3)0.131'X 25"FACE NAIL N ADD. ADDITIONAL L8. POUND(S) CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REWIRED DURING THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL 5.Y 91BFLOOR TO 51/01 109 (2)0148'%3.25'BUNG!FAC:NM ADJ. ADJACENT LB. LAG BOLT(S) ERECTOR.BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNIX THE WALLS ARE FOUR WEEKS PRIOR TO PLACING CONCRETE.MIX DESIGNS SHALL BE REVIEWED FOR NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSONS ARE AS 12R161 (I)0748 X 125'Al If at TOENAIL v m ALUM. ALUMINUM I.E. LONGITUDINAL) PROPERLY SUPPORTED. CONFORMANCE TO IBC SECTIONS 1904 AND 1905. Fawn 24.RR TMST-UP TO TOP PULE o m 24.31117-UP ORDERS AND BEAMS (1)6748'X 3.35•AT 72'EA EIRE STAGGERED m c ALT. ALTERNATE LOAF. LENGTH THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK.THE CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: NAIL SIZE DIAMETER LENGTH T. Cd ARCH. APP ITECT(RLY) LOAFLALIGHT GAUP: IZ T FRAMING ARCH. ARC97ECT URAL LLH LONG LEG HORIZONTAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, ( ) 8d 0.131' 2.5' y m ASSY ASSEMBLY LLV LONG LEG VERTICAL SHORING AND OTHER WORK WITH ALL LIMES AND ADJACENT PROPERTIES. CALL THE 28 DAY MAX MAX AR SRECAL LOCATION B. BOTTOM LSH LONG SLOTTED HOLE(5) UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-332-2344. STRENGTH W/C SLUMP ENTRAINMENT INSPECTION AND 104 0.748' 10' N n BEL BELOW LT.WT. LIGHT WEIGHT Fc(PS) RASO (INCHES)(PERCENT) REQUIRED APPLICATION 16d 0.168' 15- BEN BOUNDARY EDGE NAILING LW. LIGHT WEIGHT 16d 0.162' 15" rn B.F. BRACED FRAME OI100:CODE REQUIREMENTS 2500 0.45 4tH Pit NO FOOTINGS W 4P ALL DESGN AND CONSTRUCTION SHALL CONFORM TO THE 2014 ORSC 2014 OREGON UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS,ANCHOR BOLTS AT BONG BUILDING MAX MASONRYASONRT ( 3000 0.45 431 531 NO EXTERIOR SAB ON GRADE, ILK. BLOCK MASN. STRUCTURAL SPECIALTY CODE)AS ADOPTED BY WASHINGTON COUNTY,OREGON. SLI PLATES SHALL BE 5/8"DIAMETER WITH FEET MINIMUM EMBEDMENT INTO CONCRETE DRIVEWAYS CURBS WALKWAYS PATIOS PORCHES STEPS EXPOSED TO p m N BUM BLDCMNG MAT. MATERIAL O20k OMEN LOADS WEATHER AND GARAGE FLOORS AND SHALL RE SPACED NOT MORE THAN 4 APART. THERE SHALL BE A MINIMUM j X BRW. BELOW MAX MAXIMUM USE LOADS 2500 5.50 531 031 NO ALL OTHER CONCRETE OF TALO BOTS PER SILL PIECE WITH ONE BOT LOCATED NOT MORE THAN 12'NOR LESS N. BEAM LLB. MACHINE BOLT DEM(SNOW) 25 PS THAN 4.5"FROM EACH END OF THE PIECE:. A 3•%3•%0.229•PLATE WASHER SHALL BE U°m BUS BRICK MASONRY UNIT MBM PETAL BUILDING MANUFACTURER DECK(LIVE) 40 PS ONE COMPRESSOR TEST MINNUY SHALL BE COMPILED FOR EVERY 150 CUBIC YARDS OR PROVIDED FOR ALL ANCHOR BOLTS(DO NOT MOUNTER-SINK PLATE WASTERS), A 77/76" `z m BN BOUNDARY NADNG MECH. MECHANICAL5000 SWARF FEET OF SURFACE AREA FOR EACH MIX DESIGN PLACED EACH DAY.A X 1 3/4'DIAGONAL SLOTTED HOLE IN THEY%3"PLATE WASHER S ALLOWED NTH A m as BNDRY. BOUNDARY M.E.1 MASONRY EXPANSION JOINT TEST SHALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MADE FROM THE SAME STANDARD CUT WASHER SNOW LOAD DESIGN DATA: 111 N B.O. BOTTOM OF NEED. MEZZANINE SAMPLE AND TESTED AT THE SPECIFIED AGE ADDITIONAL CYLINDERS MAY BE MADE FOUR B.O.E. BOTTOM OF PSI=20 PST,PI=14 PST,Ce=1.0,b=1.0,Ct=1.0, B.O.F. BOTTOM C FOOTING ER IMI4NR-. MINIIMULIACTURERNFORMATION REGARDING POST TENSIONING,FORM REMOVAL,STRENGTH DEVELOPMENT,OR 06101,MOIST AM BEAM HANGERS WINO DIESER DATA OTHER PURPOSES.CONCRETE SHALL BE ACCEPTABLE IF: BRDG BRIOGEQNG) RISC MISCELLANEOUS (UPLIFT): 1.NO TEST FALLS 500 PSI BO.OW THE SPEC IED STRENGTH JUST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY MG BEARING MIL METAL BASIC WINO SPEED 120 MPH(ULT.)93 NPN(ASD) 2 THE AVERAGE C ALL SETS C 3 CONSECUTIVE TES1S DCS NOT FALL EMPSON STRONG-SE EQUIVALENT HARDWARE MAY BE USED MTH PRIOR APPROVAL BY U BIM. BOTTOM WIND IMPORTANCE FACTOR Is=1.0 BELOW THE SPECIFIED STRENGTH. ENGINEEROFRECORD.JOIST AND BEAM HANGERS SHALL BE PER PLANS OR DETAILS BTM. BETWEEN (N) NEW RIND OGRAPHICA�L FACTIXt p B CONCRETE NOT PEEING THE ABOVE CRIIEPoA STALL BE AIBJECT TO FURTHER IESTNG N.LB. NON-LOAD BEARING AT NO ADDITIONAL EXPENSE TO THE OWNER C CAMBER N0. NUMBER NTERNAL PRESSURE COEFFICIENT: GCpi=+/-038 06101:SFIIWCACE OF IMOD FRAMINGCAMSCAMBER(ED) N.S. NEAR SDE COMPONENT/CLADDING WIND PRESSURE: P(C).25 PSF RESHORING,WHERE REQUIRED.SHALL CONFORM TO AO 301 SECTION 4.8. SUBMIT SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO CANT. CANTLEVER(EO) N.T.S. NOT TO SCALE PROPOSED RESTORING PLANS TO THE ENGINEER OF RECORD FOR REVIEW. COMPRESS/ON OF ASSEMBLIES OF WOOD COMPONENTS PLUMBING,ELECTRICAL,AND ZZ. C CUBIC FOOT N.WICNERMAL HEIGHT CONCRETE EARTHQUAKE OE9ON DATA MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DE9pHED AND BUILT ? 50-1 ( ONRAIL (1) 4000. CALL POST -��� s CLP. CAST IN PLACE SEL9AIC IMPORTANCE FACTOR le=1.0 CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 RICH IF NOT TO ACCOMMODATE 1/4 NCH PER FLOOR WOOD SHRINKAGE.THE USE OF KILN DRIED 'I '�.�,, 3 CI CONSTRUCTER JOINT O.0 ON CENTER SPECTRAL RESPONSE ACCELERATIONS Ss=1.004 S7=0.442 SPECIFIED BY THE ARCHITECT. LIMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO _ •) '� CI. CENTER LINE O.D, OUTSIDE DIAMETER SITE CAA SITE CLASS 0 APPIICATER OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. COL BELOW o CEG CEIUNG O.F. OUTSIDE THSPECTRAL RESPONSE COEFFlCENTS SOS=0.735SITEl=OAR III ���IL�B a Z'O w ? CLR CELLAR O.H. OPPOSITE HAND SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D ■..ILII (4," _ COL COLUMN 7XPNG OPENING BASE FORCE RESISTING SYSTEM BEARING WALL SYSTEM o�� CONC. CONCRETE OPP. OPPOSITE DESIGN BASE SHEAR: Cs=0.120 W 06160 WOOD SSHEATHING G 4.8 PI �M1�' d� CONT CONNECTION ORNT. ORIENTAIE(ION) RESPONSE MODIFICATION FACTOR R=6.5(LIGHT-FRAME WALLS) 03100:RENFORCNC STEEL STRUCTURAL WOOD 9HEATIHNC PANELS 4HALL HAVE APA GRADE TRADEMARK OF THE 3 X11 III' �� "ILII ti 3 'Y$Y� Y CONST. CONSTRUCTION CSB ORIENTED STRAND BOARD ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE REINFORCING STEEL OETALUNC,FABRICATION,AND PLACEMENT SHALL BE PER AC AMERICAN PLYWOOD ASSOCATIXL WOOD SHEATHING PANELS SMALL BE C-D INT APA 3- WALT. CONTINUOS O,WIJ. OPEN WEB DOST 318-05.REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS WITH EXTERIOR GLUE(COX).ORIENTED STRAND BOARD OSB PANELS SHALL BE Il. CTSK. COUNTERSINK 01300 GEOTECHNICAL INFORMATION EXPOSURE 1.PANELS SHALL HAVE THE FOLLOWING THICKNESS,SPAN RATING,AND 50-1 • Mt SD"' CHR. CENTER(ED) PAR PARALLEL EARTHWORK AND FOUNDATERS ARE TO BE CON957ENT WITH THE GEOTECHNICAL ASTM A-615 DEFORMED BARS GRADE 40(Hp40 KSI)FOR f3 BARS ONLY FASTENING UNLESS NOTED OTHERWIS PER PLAN: CY CUBIC YARD P/C PRECAST ENGINEERING RECOMMENDATIONS ALL FOUNDATIONS ARE TO BE FOUNDED ON ASTM A-615 DEFORMED BARS GRADE 60(Hp60 KS)FOR 14 BARS AND LARGER EDGE FIELD < rn PEN PANEL EDGE NAIL COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED ASTM A-706 DEFORMED BARS GRADE 60(4p60 KSQ FOR ALL WELDABLE BARS NAILS NAILS P. ❑ PERP. PERPENDICULAR GEOTECHNICAL ENONEER. ROOF: 7/16'40/20 C-D APA CO%TAM 80 AT 6' 8d AT 12" 2P�B 0 150C ❑ d PENNY(NAILS) PLATEPL ASTM A-iB5 SMOOTH BAR(1 60 KSI)FOR WEEDED WIRE FABRIC FLOOR:3/4'APA RATED STURD-I-FLOOR OSB 40/20 TAG 10d AT r 10d AT 12' DECK FRAIING '..i: o w DB DROPPED BEAM PL PROPERTY LINE CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOILOMNG PARAMETERS REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 W1.4XWT.4 WELDED WIRE FABRIC CR SHEARWALL'7/16'C-D W/EXTERIOR GLUE SEE SCHEDULE SHEET 51.1 DBA DEFORMED BAR ANCHORS PLN PLAN ALLOWABLE BEARING PRESSURE 2000 PSF ❑LEDGT DBL DOUBLE FIBER MESH UNLESS NOTED OTHERWISE.PROVIDE LAP SPLICES PER THE LAP SPLICE ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN u :4 o'o DCIV DEMAND CRITICAL WELD P1.MBG PLUMBING ACTIVE EARTH PRESSURE MUTING) 35 PCF - SCHEDULE ON SHEET M.O.REINFORCING STEEL AT ALL WALLS,SLABS AND FOOTINGS PERPENDICULAR TO SIPPOFL75 AND N A STAGGERED PATTERN UNLESS NOTED OTHERWISE DEPT. DEPARTMENT PLIWO. PLYWOOD ACTIVE EARTH PRESSURE(AT-REST) 50 PCF SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. PER PLAN.DOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT SQUARE FOOT PASSIVE EARTH PRESSURE 350 PCE ,� DET. DETAIL PSF POUNDS PER OF DOUGLAS FIR PSI POPES PER SQUARE INCH COEFFICIENT OF FRICTION 5.35 COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BE REWIRED UNLESS NOTED OTHERWISE PER PLAN.SHEARWALL SHEATHING SHALL DE n OF DIA. DIAMETER P.T. PRESERVATIVE TREATED SOIL PROFILE SITE CLASS D BLOCKED AT ALL EDGES WITH 2%OR 3X FRAYING PER SHEARWALL SCHEDULE OA5. DIAGONAL PT POST TENSON(ED) CONCRETE CAST AGAINST EARTH e DIAPH. DIAPHRAGM ALL FOUNDATION INSTALLATIONS ARE SUB,ECT TO APPROVAL OF THE LOCAL BUILDING ALL BR SIZES 3' SCALE 1/1'=i'-0' z o DIM. DIMENSION Ott. QUANTITY INSPECTOR CR A LICENSED GEOTECHNICAL ENONEER. FORMED SURFACE EXPOSED TO EARTH OR WEATHER 3 0 DN. DO AND SNARLER ,1/2 1 DECK FRAMING PLAN WN 0.5. DITTO(REPEAT) R RADIUS 01400:NSPECIIO S AND SPECIAL INSPECTIONS OP. DEEP RAD. RADIUS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE 4 GS DRAG STRUT RE: REFERENCE BY THE LOCAL BUILDING DEPARTMENT. PRIOR TO CONCRETE PLACEMENT.REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT SEE ARCHITECTURAL MANUFACTURED CALL SISIEY AND CONNECTION SEE ARCITECNRAL MANUFACTURED RAI.SISTER AND CONNECTION DWG ONAWNG(5) REF. REFERENCE AS NOTED IN THE DESIGN DRAWINGS.WEEDING OF REWFO2CING STEEL SHALL NOT BE FOR ALL FLASHING DE901 BY OTHERS-OFEitRED SUBMITTAL FOR Al FLASING DESIGN BY OTHERS-DEFERRED SNYITTAL '�- o RF1NF. REINFORCEMENTONG) PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTED DEEMS EIlNEER 6 RECORD TO REVIEW RAIL DETAAS ENGINEER OF WORD 70 REVIEW RAIL •.^� " m 01X.. DOWELS) SPECIAL INSPECTIONS ARE NOT REWIRED FOR GROUP R-3 OCCUPANCIES UNLESS ON THE DESIGN DRAWINGS. CONECIKIN FOM REI TO REVUE RAa REO. REWIRED OTHERWISE REQUIRED BY THE BUILDING ff}ICAL CONECIOI FM NM CONSTRUCTER S.F. RIGID FRAME CdIPATABIUtt. COPATABO7Y. 4 (E) RG ROUGH OPENING EX S NG EA EACH 01401:STRUCTURAL OBSERVA7NN R.S. ROUGH SAWN ,DUSTS PER PLAN $ W E.E. EACH END STRUCTURAL OBSERVATION IS NOT REWIRED. PRESS ATIPRESERVATIVETHEA 7REA1ED 11000 PRODUCTS P.T.7X6 DIAWHAL BRAC I °' d E.F. EACH FAC SOH. SCHEDULE PRESERVATIVE TREATED WOOD SHALL BE REQUIRED FOR ALL WOOU THAT FORMS THE 3 0.13TXY WAIS E.J. EXPAN9ER JOINT 014DL QUALITY ASSURANCE REQUIREMENTS STRUCTURAL SUPPORT OF THE BUILDING BALCONIES PORCHES OR SMILAR PERMANENT W/(3)Nd EA ST. I UT TO BEAM LOCATED INO107 H�BAYY E Z ' I ± OCT. STRUCTURAL COMPOSITE WOODYI BIXG TO JOSE PROVIDE BLOODING BOTH EL ELEVATION THE QUALITY ASSURANCE PLAN MALL BE TO VERIFY THAT THE SPECIAL INSPECTIONS BOLDING APPURTUNENCES THAT ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE __ BIAS TO BEAM SCHED. SCHEDULE _ ELEV. ELEVATOR NOTED IN SECTION 01400 AND THE STRUCTURAL OBSERVATION NOTED IN SECTION 01401 PROTECTION FROM A ROOF,PAVE,OVERHANG OR OTHER COVERNG TO PREVENT ' '_ H/ BTS EMBD. EMBED(MENT) SIT. SHEET HAVE BEEN COMPLETED AND THAT SUPPORTING DOCUMENT/VON NOTED IN SUCH SECTIONS MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS. -�I�1T��IN ,d-- EN EDGE NAIL SM. SIMILAR HAS BEEN PROVIDED. ^ ntnrl�eelNT� �� •f¢r_ rrr TEL SHRINKAGE CONTROL DONT ►''-.I�,I,��k�'631��[ r �ri�•( II {I'lllil, ENG ENGINEER ALL W000 INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR 11 1KMiin"= 0 A(117F111) II ae.i E0. EQUAL 9(W. SKEW(ED) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR SIS.Ods,NOT OF LIGHT WIND FRAMING MASONRY FOUNDATION WALL LESS THAN 8 INQHFS FROM EXPOSED EARTH. ' _ �( a,:>j�j� ' Xj'�.^`�� S.O.S. SAB ON GRADE MTH DESIGN SPECTRAL RESPONSE AT SHORT PERIODs'p>s EOPT. EQUIPMENT S Sd; EXCEEDING 0.508 E.W. EACH WAY SPC SPACE(S)(LNG) POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A EXP. EXPANSION SPEC SPECIFICATION(S) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR WIND EXPOSURE 8 WHERE BASIC WIND CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH.EXCEPT; EMT. EXISTING 50. SQUARE SPEED IS LESS THAN 120 MPH. JUST BLOCKING 41 I T12Z PER RAN 07122 PER PLAN EXT. EXTERIOR SID. STANDARD I. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL 1 INCH 2)5.228'DIALekhi TIM RE:ARCH ,Y"4 STCR. STAGGER SUMMARY:A DUALITY ASSURANCE PLN IS NOT REQUIRED BY CODE FOR THIS ABOVE THE SAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE AMBERS W/' •RT. 9OEGEA/END LA +��..MAA FAB. FABRICATION STIFF. STIFFENER(S) STRUCTURE. BARRIER. PENEIBINN TO 181 AT JOISTS PER RAN `�A FB RUSH BEAM STIR. STIRRUP(5) 16'0.0 STAGGEREDill A l FON. FOUNDATION SIL STEEL 2. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE VJ FS. FINISH FLOOR SIRUC STRUCTURAL 01700 EXEQUT70N REMOTIONS BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PER OR PEDESTAL MORE T IEDG�2 I, TMOSF TO MATCH -FIN. FINISH(EO) STRUCT. STRUCTURAL INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REWIRED PER ALL LOCAL THAN 8 INCHES FROM EXPOSED GROUND ABS SEPARATED THEREFROM BY AN '•VIDE DTI2Z ASS'S AT NOME Y (h""ll PLC. FLANGE SUSP. SUSPENDED(TION) Y:NNNR CODES IMPERVIOUS MOISTURE BARRIER 16 FEET MAX 0.0 LedgsLok Fasteners dud pSEAM GCI POST M/PC FLR FLOOR SM. SYMMETRICAL LOCATE ASS4 Ie per KC ESR-1078 Sa FN FIELD(FACE)NAIL 0200k SITE WISIMICTION 1 SAER SLEEPERS AND SILLS ON A CONCRETE B GRADE THAT DOES NOT HAVE AN DEEM DI' +END DF F.O. FINISHED OPENING T. TOP ALL 9TE CONSTRUCTION SHALL BE CONSISTENT MITH THE=TECHNICAL ENGINEERING IMPERVIOUS MOISTURE BARRIER SEPARATION MN EXPOSED EARTH. IIVI ROC FACE OF CONCRETE T.AB. TOP AND BOTTOM RECOMMENDATIONS AS NOTED IN THE GEOTECIBCAL ENONEERING REPORT(SEE SECTION 4 LEDGERS ABS FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR •3/4'-i-0" SCALE:3/4'=1'-(1' fF'`I! E.O.M. FACE OF MASONRY TEMP. TEMPORARY 01300)AND IN SUBSEQUENT DIRECTIVES F.O.W. FACE O STUD T G. TONGUE AND GROOVE CONCRETE OR MASONRY WALLS BELOW GRADE 2 TYPICAL DECK DETAILS 3 TYPICAL DECK DETAILSCid F.O.W. FACE OF WALL THK. THIOL(NESS) 0226k EXCAVATION SUPPORT AND PROTECTION FRH. FRAMEONG) THRO. THREADED EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE PRESERVATIVE TREATMENT SHALL BE PER AMERICAN 11000 PRESERVERS'ASSOCIATION C/) FS FAR SDE IN TOE NAIL MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS OVER-EXCAVATED (ABPA)SPECIFICATION C2 AND C9 OR APPLICABLE STANDARDS. AI l FT. FEET(FOOT) T.O.S TOP OF SHEATHING(SLAB) LL G(SLAB) AREAS SHALL BE BACKF ED WITH LEAN CONCRETEFR GEOTECHNICAL OR PM POST BRACING MR NOME PROVIDE FM/ FRE RETARDANT TREATED W000 70.W. TOP OF WALL RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE ALL FASTENERS(WAIS,MOLTS,ANCHOR BOLTS.PLATES HANGERS,ETC.)N CONTACT POSTS EXCEEDING 7 BRACE CN ONE SOLE FTC FOOTING TRANSV. TRANSVERSE WITH TREATED LUMBER SHALL BE CORROSION RESISTANT G-185 HOT DIPPED GALVANZED FEET TALL 5/8'GIA X 6 1/2'LAG BOLT AT ETD POST Q 1.0.5. TOP OF STEEL EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE UNITS PER ASTM A153 OR STAINLESS STEEL (CDt4II)-(TTP) CONDITION. �--j a GA. GAUGE TIP, TYPICAL SPECIFIED BY LOCAL,STATE,AND NATIONAL SAFETY REGULATIONS F/"-t. GALV. GALVAMZE(0) 456 BRACE(TIP)-ONLY H„� GH. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE INSTALATION or CONSTRUCTION SHORING IF REWIRED,SHALL BE PER THE SHORING 11,E BRACE AT ENO POSTS �1 CO DE00NG PER !`•'�1 ''.44 QB GLUE 1A11INATED BEAM 11/5 UNDERSIDE DRAWINGS,NOTES AND SPECFlCATONS GRD. GRADE 0510M ROM FRANC '1806 UA' .�-P o GM GYPSUM WALLBOARD V. VERTICAL SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU(WCLIB) S LUG W ^ Z GYP. GYPCREIE VERT. VERTICAL 'GRADING AND DRESSING RULES'NO 17 LATEST EDITION. SAWN LUMBER SHALL BE 545 (_,•( co) VE VERIFY IN FIELD AND SURFACED DINED,19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER H. HORIZONTAL FROM NEATER AND PROVIDE FURTHER DRYING OF ASSEMLED FRAMING TO MINIMIZE '�/I I HD HODOYN W. WIDE(WIDTH) WOOD SHRINKAGE POTENTIAL. ALL LUMBER EXP09L TO HEATHER OR N CONTACT WITH A,' ,,,''� 1�I���I I V H.D.G. HOT TIPPED GALVAWZED W/ WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED U.R0.PER PLAN. LUMBER ® 1 5.{7 I_ C MR HEADER W/0 WITHOUT SPECIES GRADE,AND PROPERTIES FOR EACH USEAOCATION SHALL BE AS FOLLOWS N NCR HANGER NO. WOOD ON.5.PER PLAN/SCHEDULE: cci _a 'COL HORIZONTAL W.H.S. NEEDED HEADED STUDS lb Fr Fcp Fc , 7,41117 •r///'���•4 O NOW. HORIZONTAL W.P. WORK POINT USE/WCATION SPECIES GRADE (PS)(PS) (PS) (PS)(PS)E x HR HEADER W.S.. WELDED STUD MISTS PT 2X12 STRINGERS �.,V.I �" H.S.B. HIGH STRENGTH BOLT O HT. HEIGHT W.W.F. REYELDED WIRE FABRIC 2X 30 HEY-FIR 160.2 850 150 405 1300 1.3E6 AT 7161 0.G/MX on T.0. INSEE DIAMETER X-SIG EXTRA SiRERG LSE S RNCED 10 INA rOLE INVERT ELEVATION XX-SIG DOUBLE EXTRA STRONGLIRE N G BOT ORL`.J1LF. N9DE FAC2X 3X DOUGAS FIR-LARCH NG 2 900 180 625 1350 1.6E6 / BOT(CTR9IX) 4X DOUGLAS FlR-LARCH NG 1 1000 180 675 1500 1.7Efi ____ TO YARD ,1111F P.T.POST PER PLAN BEAMS AND POSTS (MAX HEIGHT=10'-0') STRINGER TO DECK 4X DOUGLAS FIR-LARCH Na 2 900 180 625 1350 1.6E6 N.T.S. 3/4=I•_p• TALL POST BRACING ('r� 6X DOUGLAS FIR-LARCH NO 1 1200 170 625 1000 1.6E6 1\J 4 NOT USED 5 TYPICAL DECK DETAILS