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Plans 1 • 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 1/2"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 OP TIGARD REVIEWED FOR CODE COMPLIANCE Approved: J OTC: [ I Permit#: verf-a r I g- O a.I 3 Address: ),{a.3 w / cans—5 Suite#: By: 1 Date: REVISION Distribution: From: David Burnett Polygon Northwest Attn: Chris Walther Phone: (360)695-7700 e REVISION Op C; � C PY BUILDING PAPER PRE—FLASHING, EXTEND 6" ABOVE LEDGER, MIN. METAL Z—FLASHING TYPE B I SEE DETAIL 19/15 SPACED DECKING ly - Fr ... amemarmoraci wrismoriem ii« 2 Iii"' P.T. 2x JOISTS il SEE STRUC. FOR CONNECTION DETAILS P.T. 2x LEDGER I P.T. PLYWOOD FUR STRIPS Yz" x 1Yz"-2" AT EVERY LAG. TYPE A FLASHING SEE DETAIL 19/15 --011111110, i ' PRE—FLASHING, EXTEND 2" BELOW LEDGER, MIN. SIDING BUILDING PAPER OR PRE—FLASHING; EXTEND TO ABOVE DECK—TO—WALL FLASHING DECK TO WALL FLASHING C ) 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" PAGE: 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. C T ENGINEERING INC 180 Nickerson St. Suite 302 Seattle,WA 98109 (206)285-4512(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. PR �GINe�! 60 `14.1 d � gREG 1AN� \ 41' 22,\e3, S 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 Graiewski Polygon Northwest Company David Burnett Milbrandt Architects R:\15238 River Terrace\Bulletins115238_2016.08.17 CT11 Deck Connection Detail(Spaced Decking).doc Structural Engineers 1 /I'i S TA 016,— U UZ1i 1111111 r--�. Mi I Nut t AUG 22 2110ll MAfCh (tCCfS; ,1 25Cen€rd Way Smite 210 �- C �:_. &Mewl,WayM lr x.48639 .T..."- I zsr�f.r� '{{ .,,R 8959513,35 8:825.858--2a _ .�aer-rr.-;��r.�a �. ie`§ Si.J Reh=xwx mNtr4r�taerE.cam C 0 AUG n KIRKLAND.WA. 5558 -11 1 � _ _ = nFo _ _ - DECK DECK DECK Iligigaim TS Fi 1;====minimin 11111111111 11 IIIII1 MIN _ 1 ... ,...,_ ni 1 , 1 1 ______ iiiiif , ---/x-', N ,.., .i.,,, , 1 ) 1. .1111-1-11-11-11-1-17 ' o — 1-1j7 1 FOOTINGS AND T1CAL DROP DISTANCE FOR DROP DISTANCE FOR FOOTINGS SINGLE FAMILY DECK SIDE ELEVATION LENGTH OF DECK POSTS SINGLE FAMILY DECK REAR ELEVATION AND VERTICAL LENGTH OF DECK SINGLE FAMILY DECK SIDE ELEVATION VARIES. 1/4'=I'-0' POSTS VARIES. 2y o1/4'-1'-0- 913 d W ca Cu a com Lc U V. o ° C 9C 16'-0" 6-0 a L 6'p. 8'-0• O Q / MANUF.RAILING SYSTEM (3)2x8 P.T.& © © _ n . -SURFACE OR FACE-ATTACHED (i)2x8 TRIMCal C44.1 OTT2Z RAIL POST dy S r. 18•x18-x10"FTG. -- 4x4 PT POST W/(244 EW--1‘Milinkralli hitt,j ABU44 POST CAPE `f ® ® ee. SUPPORT POST BELOW Deck UE "OTT2Z I1[ TSEcKABOVE III D772Z . (3)2x8 P.T.& '� 0 C (1)2x8 TRIM - I (3)2x8 P.T.& A\ R . I (1)2x8 TRIM o O P.T.1x6 V P.T.2x LEDGER DIAGONAL © 4) BRACE,TIP. C e SINGLE FAMILY DECK FLOOR PLAN SINGLE FAMILY DECK FRAMING PLAN 1/4-.1..0. LL 0 z c C >, 0 N a 1 6 lob*: 12-11 8. Sheet No.: Sheet Order: A S D 7- Al 1 ABBREVIATIONS 2 STRUCTURAL NOTES M. INCHE(S) MOOR GENERAL.REQUIREMENTS 06102 FRAMING NOTES 0 INFO INFORMATIONINFORMATIONTHE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS N ANY CONCRETE ETE COCONSTRUCTION SHALL CONFORM TO THE AMERICANAMERICANCONCRETE INSTITUTE FRAMING CONNECTORS,ACCESSORIES AND FASTENERS AS NOTED IN THE PLANS AND 4 ROUGH FRAMING NAILING SCHEDULE AT FEET(FOOT) NT. INTERIOR DISCREPANCY FOUND BETWEEN TINE DRAWINGS NOTES,S'ECIFICAnWS,SITE CONDITIONS STANDARD AC 318-05'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE', DETAILS SHALL BE AS MANUFACTURED BY SHPSON STRONG-TIE.EOUNALENT HARDWARE INCH(INDIES) AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL MAY BE USED W17H PRIOR APPROVAL BY ENGINEER OF RECORD.INSTALL AU.HARDWARE ROUGH FRAME NAILING SSTELE(N LED Cf IBC TARE 2707.9.1) °' ARCHITECTURAL / POUND(S).NUMBER JOT. JOIST CORRECT THE DISCREPANCY IN WRITING ANY WORK COMPLETED AFTER DISCOVERY OF CEMENT AND CONCRETE SHALL CONFORM TO MC SECTION 1901 ADMIXTURES SHALL BE PER MANUFACTURERS'SPECIFICATIONS RITE STRAPS CONNECT TWO MEMBERS Na EQUAL(S) JL JOINT THE DISCREPANCY SHALL BE DONE AT THE CONTRACTORS RISK REFER TO APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY NTH AO 31B-05 SECTION TOGETHER,PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER.PROVIDE CONNECTION FASIENNG X6 / PER ARCHITECTURAL PIANS FOR OPENINGS,ARCHITECTURAL TREATMENTS AND DIMENSIONS 16.CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING SCUD BLOCKING AT AU YEARNS POINTS SEE SECTION 06071 FOR FASTENER 1.JOIST TO SAL OR ORDER (3)5131'X 2S'TOENALS U K 105(1000) NOT SHOWN.CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC.NOT SHOWN. ADMIXTURE CONFORMING TO IBC BECTON 1904.2.THE USE OF WATER SCLUBLL CHLORIDE REQUIREMENTS AT TREATED LUMBER.TYPICAL NAILING NOT SHOWN PER PLAN,DETAILDETAILOR 1.BRIDGING TO JOIST (3)5131"x 25'TOENAILS EA ENO AB. ANCHOR BOLT ION SHALL NOT RE USED. SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IRC TABLE 2307,9.1 OR TO 3 ICR LESS SUBFIR TO 757, (2)5131'X25"FACE NAL Z : ABV. ABOVE LAT- LATERAL THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY THE FASTENING SCHEDULE DN SHEET 51RHA NEER T1. 4.1X6 O THAN ISO 5IO1R TO SE(3)0.131'X 25 FACE AAL LJ ADD. ADDITIONAL LB. POUND(S) CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING THE CONTRACTOR SHALL SUBMIT NIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL 5 2' R TO ST./ORDER (2)514311 x 3.25'&LINO&FACE NAR AOL ADJACENT LR 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 REVERED FOR NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL SMENSIONS ARE AS ALUM. ALUMINUM LG LONG(ITUQNAL) PROPERLY SUPPORTED. CONFORMANCE TO MC SECTIONS 1904 AND 1905. FOLLONS: 11RY JOIST TO SOP PLATE (I)5148X325'AT IY 0.0 TOENAIL m m ALT. ALTERNATE LLGni. LENGTH 24AALT-UP ORDERS AND BEMIS (1)0.148"X 325'AT 12'EA EDGE STAGGERED CA APPRX APPROXIMATELY) LOAF UQHT GAUGE METAL FRAMING THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF AU.WORK THE CONCRETE AIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS NAIL SIZE DIAMETER LENGTH N=m ARCH. ARGWTECT(URAL) LLH LONG LEG HORIZONTAL -CONTRACTOR SHALL BE RES+ONSBLE FOR THE COORDINATION OF THE EXCAVATION, Bd 0.131' 2.5' h N ASSY ASSEMBLY LLV LONG LEG VERTICAL SIRING AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES CALL THE 28 DAY MAX MAX AIR S'EDAL LOCATION 10d 0.148" 50" U c B. BOTTOM LSH LONG SLOTTED wigs) UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-3}2-2344. C w STRENGTH W/C SLUMP ENTRAINMENT INSPECTION µ0 BEL BELOW LT-W1. LENT WEIGHT12e 0.148' 3.25" BEN BOUNDARY EDGE NAILING LW, LI HT WEIGHT Cc(PB) RATIO (INCHES)(PERCENT) REQUIRED APPLICATION 16d 0.162' 35" 'LA O &F, BRACED FRAME 01100 CODE 2500 0.45 471 031 NO FOOTINGS C ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2014 OM(2014 OREGON UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS,ANCHOR BOLTS AT W U BLDG BUILDING MAX MASONRY 3000 0.45 431 5±1 NO EXTERIOR BLAB ON GRADE, SILL PLATES SHALL BE 5/B'DIAMETER NIT1 Y MINIMUM EMBEDMENT PITO CONCRETE c BLK BLOCK MASH. MASONRY STRUCTURAL SPECIALTY CODE)AS ADOPTED BY WASHINGTON COUNTY,OREGON. DRIVEWAYS.CURBS.WALKWAYS,PATIOS PORCHES STEPS EXPOSED TOO m.N. BLK0. BLOCKING MAT. MATERIAL 01200 DESIGN LOADS HEATHER AND GARAGE FLOORS AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MWIAUM BIW. BELOW MAX MAXIMUM UVE LOADS 2U00 0.50 531 031 NO ALL OTHER CONCRETE OF TWO BOLTS PER SILL PIECE NTH HE ONE BOLT LOCATED NOT MORE THAN 12'NOH LESS a a BN. BEAM kR RACEME BOLT DECK(SNOW) 25 PSF THAN 4.5"FROM EACH END O THE PIECE. A 3"%3'X0229'PLATE WASHER SHALL BE ,� wi MU BRICK MASONRY UNIT MBAR METAL BUILDING MANUFACTURER ONE COMPRESSOR TEST MINIMUM SHALL BE COMPILED FOR EVERY 150 CUBIC YARDS OR PRONGED FOR ALL ANCHOR BOLTS(DO NOT COUNTER-SINK PLATE WASHERS).WE A 17/16" D z H BN BOUNDARY NAILING MECH. MECHANICAL DEO((LIVE) PT 5000 SQUARE FEET OF SURFACE AREA FOR EACH MIX DESIGN RAGED EACH DAY.A X 1 3/4'DIAGONAL.SLOTTED HOLE IN 1 HE 3'X 3'PLATE WASHER IS ALLOWED WITH A BERRY. BOUNDARY 14.E...1.MASONRY E%Pµ91N JOINT SHOW LOAD DESIGN DATA: LEST SHALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MADE FROM THE SAME STANDARD CUT WASTER m re B.0. BOTTOM O MEZZ MEZZANINE SAMPLE AND TESTED AT THE SPECIFIED AGE.ADDITIONAL LTUNDERS MAY BE MADE FOR B.O.E BOTi1Y OF MMFR MANUFACTURERINIMUM PSI=20 PSC,PT=14 P¢,Ce=10.Is=1.0,Cl=1.0, &FORMATION REGARDING POST TEN9WING FORM REMOVAL,STRENGTH DEVELOPMENT,OR B.O.F. BOTTOM OF FOOTING MN. MINIMUM OTHER PURPOSES CONCRETE SHALL BE ACCEPTABLE IF: ORION JOST MD BEAM SA AS NO BRDG BRIDGE(ING) AMSC MISCELLANEOUS RIND DESIGN DATA(UPLIFT} 1.NO TEST FALLS 500 PSI BELOW THE SPECIFIED STRENGTH JOIST AND BEAN HANGERS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY ABS MID MT_ METAL BASIC D SPEED: 120 MPH(ULT.)93 MPH(ASD) 2.THE AVERAGE OF ALL SETS OF 3 CONSECUTIVE TESTS DOES NOT FALL 9MPSON STRONG-TE.EQUIVALENT HARDWARE MAY BE USED NTH PRIOR APPROVAL BY BTW. BOTTOM BIND IMPORTANCE FACTOR: IN=1.0 BELOW THE SPEpFlED STRENGTH ENGINEER OF RECORD.JOIST AND BEAM HANGERS SHALL BE PER PLANS OR DETAILS BTYIN. BETWEEN (N) NEW WIND EXPOSURE: EXPOSURE B CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUB,ECT TO FURTHER TESTING N.LB. NON-LOAD BEARINGTOPOGRAPHICAL FACTOR: Kzt=1.0 AT NO ADDITIONAL EXPENSE TO THE OWNER C CAMBER NO. NUMBER ETERNAL PRESSURE COEFFICIENT: GCpi=+/-0.18 061041 SEWAGE OF IMOD FRA1f1F • CARR CAMBER(ED) N.S NEAR SIDE COAPONENT/C ADDING WAND PRESSURE: P(C)=25 PSF RESHORING WHERE REQUIRED,SHALL CONFORM TO AC 301 SECTION 4.1 SUBMIT SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO CANT. CANTILEVER(EO) N.LS NOT TO SCALE PROPOSED RESHORINC PLANS TO THE ENGINEER OF RECORD FOR REVIEW. COMPRESSOR OF ASSEMBLIES OF WOOD COMPONENTS PLUMBING ELECTRICAL,AND ¢. SD2 -1 (3)2Xg&(1) 1 � C CUBIC FOOT N.N0.NpRMAL WEIGHT CONCRETE EARTHQUAKE DESIGN DATA: MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILTPOS ;v7;',5 .! S3 _ C.I.P. CAST IN PLACE SEISMIC IMPORTANCE FACTOR: Ie=1.0 CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 NCH IF NOT TO ACCOMMODATE 1/4 NCH PER FLOOR WOOD SHRINKAGE.THE USE OF RILN DRIED TRIM RAIL C3 CONSTRUCTION JOINT O.C. ON CENTER SPECTRAL RESPONSE ACCELERATIONS Sc=1.004 51=0A42 SPECFIED BY THE ARCHITECT. WEER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO 5' (TMP.) ty"' aCL CENTER UNE O.D. OUTSIDE DIAMETER SHE CLASS SITE OA55 DAPPUCATW OF FNISHES WILL HEMP CONTROL BUT WILL NO7 ELIMNATE SIRRINKAGE. CX_B0.0W _ _CLG CENRG O.F. OPPOSE FHAE SPECTCAD RESPONSE COEFF10EN7S SOS=0.ESI TE =0.46 II I'�1�il�l� O /wyCLR GMEµ O.H. O TSIDE Hµ0 SFJSMIC DESIGN CATEGORY: SEISMIC DESIGN CA001= D COL COLUMN OPNG. OPENING BASIC FORCE RESISTING SYSTEM BEARING WALL SYSTEM �d CONC CONCRETE OPP. OPPOSITE DESIGN BASE SHEAR: Cs=0320 W 06160:NOCO SHEARING /1 SISI 1 .,Y ,•/�„ CONK CONNECTION ORNT. ORIENTATE(ION) RESPONSE MODIFICATION FACTOR R=6.5(LIGHT-FRAME WALLS) 03100 REWORDING STEEL AMERISTRUCCAN RYWOOOTURAL TrOOD�ASS)CIATONµNOOD SHEAHAVE TH NC PANAEGRADE LS SHALL BEEC INT APA 3 ��d III' ��. '!III ti } .,'f`V7D3, (/ qt CONST- CONSTRUCTION 058 ORIENTED STRAND BOARD ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE R INFOtCING STEEL DETAILING FABRICATION,AND PLACEMENT SHALL BE PER AO CONT. CWTINU05 O.W.L OPEN WEB DOST 318-05.REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS WITH EXTERIOR OLE(CDD).ORIENTED STRAND BOARD(093)PANELS SHALL BE 4� EXPOSURE 1.PANELS SHALL HAVE THE FOLLOWING NICENESS,SPAN USK, COUNTERSINK 01300:GEOTECMWCAL*FORMATION RATING AND CTR. CENTER(EO) PAR. PARALLEL EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICAL ASTM A-615 DEFORMED BARS GRADE 40(f=40 KSI)FOR/3 BARS ONLY FASTENING UNLESS NOTED OTHERWISE PER PLAN: SD-1 -at 91-1 CT CUBIC YARD P/C PRECAST ENGINEERING RECOMMENDATIONS ALL FOUNDATIONS ARE TO BE FOUNDED ON ASTM A-615 DEFORMED HAIRS GRADE 60(f=60 KS)FOR$4 BARS AND LARGER EDGE FIELD f a PEN PANEL EDGE NAIL 'COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED ASTM A-706 DEFORMED BARS GRADE 60(1=60 KS)FOR ALL WELDABLE BARS NAILS NAILS If fi t. n d PENNY(NAILS) PERP. PERPENDICULAR GEOTECHNICAL ENGINEER ANN A-185 SMOOTH BAR(H=60 KS)FOR WELDED WIRE FABRIC ROOF: 7/16'40/20 C-D APA COX TAG 8d AT 6" fid AT 12' G2r8EC 0 I6MIN < ^ VI n OB DROPPED BEAM PL PLATE FLOOR 3/4'APA RATED STURD-I-FLOUR 058 40/20 TAG 104 AT 6" 10d AT 12' DECK FRAMING I o b o,ii DBA DEFORMED BAR ANCHORS R PROPERTY UNE CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS REINFORCING FOR SLABS ON GRADE SHALL BE 606 WI-4XWI-4 MELDED WIRE FABRIC OR SIEARWALL 7/16"C-D W/EXIERIOIt GLUE SEE SCHEDULE SHEET 51-1 DBL DOUBLE PLR PLAN ALLOWABLE BEARING PRESSURE 2000 P¢ FIBER MESH UNLESS NOTED OTHERWISE.PROVIDE LAP SPLICES PER THE LAP SPUCE LEDGER K w DCW DEMAND CRITICAL WELD PLMBG PLUMBING ACTIVE EARTH PRESSURE(TOWING) 35 PCF - SCHEDULE ON SHEET 56.Q REINFORCING STEEL AT ALL WALLS SI.ABS AND FOOTINGS ALL ROOF Atm FLOOR SUPPORTSTAND PANELS SHALL BE INSTALLED FACE GRAIN u - u u o DEPT. DEPARTMENT PEND. PLYNOCO ACTIVE EARTH PRESSURE(AT-REST) 50 PCF SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. PERPENDICULAR TO E IN A STAGGERED PATTERN UNLESS NOTED SHALL NOTSE rn DET. DETAIL PSF POUNDS PER SQUARE FOOT PASSIVE EARTH PRESSURE 350 PCF PER PLAN.DLUCKING AT INTERMEDIATE FLOOR AND ROOF SEATING JOINTS BE REQUIRED UNLESS NOTED R PER PUN,9EARWALL SFEATX OF DOUGLAS FIR PSI POUNDS PER SQUARE INCH COEFFICIENT OF FRICTION 0.35 COVER REQUIREMENTS SHALL BE AS FOLOYS UNLESS NOTED OTHERWISE: 25 3D DU SHALL BE r. DIA DIAMETER P.T. PRESERVATIVE TREATED SOL PROFILE STE CLASS D BLOCKED AT ALL EDGES WIT{ZX Oft 3X FRAMING PER 9REARWALL SCHEDULE DIAL DIAGONAL PT POST TENSIW(ED) CONCRETE CAST AGAINSTEARTH - DIAPH. DIAPHRAGM ALL FOUNDATION INSTALLATIONS ARE SUBJECT TO APPROVAL OF THE LOCAL BUILDING ALL BAR SIZES 3" SCALE 1/4'=1'-0' z DIM. DIMENSION CITY, QUANTITY INSPECTOR ORA LICENSED GEOTECHNICAL ENGINEER FORMED SURFACE EXPOSED TO EARTH OR WEATHER p o DR. DONN 15 AND SMALLER „/2 1 DECK FRAMING PLAN s D.O.D. DITTO(REPEAT) R RADIUS0400*EJECTIONS Me SPECIAL*EMOTIONS OP. DEEP RAD. RADIUS THE CONTRACTOR SHALL BE RES'IHSBLE TO COORDINATE ALL INSPECTIONS REQUIRED REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE 4 D.S. DRAG STRUT RE: REFERENCE BY THE LOCAL BUILDING DEPARTMENT. PRIOR TO CONCRETE PLACEMENT.REINFORCING STEEL SCALL NOT BE FIELD BENT EXCEPT SEE ARCHITECTURAL MANUFACTURED RAIL SYSTEM AND CONNECTOR SEE AROrTECNRAI MANUFACTURED RAL SYSTEM AND CONNECTION < v DWG GRAN& 5 REF. REFERENCEFOR ALL FLASHING OFS(N BY OTHERS-DEFERRED SUBMITTAL «) AS NOTED IN THE DES(?&DRAWINGS.WELTING OF REINFORCING STEEL SHALL NOT BEDFOREE ALL FLASHING OSCN BY OTHERS-DEFERRED RAILLOTUL 6 IANC. REINFORCEMENT TNGFORPERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTED OTALS ENpNEER OF RECORD TO REND RAO. •{^ ON_ DOXEL(S) ( ) SPECIAL INSPECTIONS ARE NOT REQUIRED TTD GRIP R-3 OCCUPANCIES UNLESS COMELIER F. OR TO RER D RA DETAILS EN;BAER OF RECORD 70 REVIEW REQ REWIRED OTHERWISE REQUIRED BY THE BUILDING OFFlCAL W THE DESIGN DRAWINGS CONNECTER FOR RVI CONSTRUCTION i �,- (E) EXISTING S.F. Popp FRAME C01PA7ABWIY. ' COPATAtmITY 10. ROUGH OPENING v. EA EACH0140:STRUCTURAL OBSRVA710N l RS ROUGH SAWN 06071:PRESERVATIVE TREATED HOOD PRODUCTS EMS PER RAN „� cI E.E. EACH ENDSTRUCTURAL OBSERVATION IS NOT REWIRED, P T 1X6 DIAGONAL BRACE a a E.F. EACH BCH. SCHEDULE PRESERVATIVE TREATED WOOD SHALL BE REWIRED FOR ALL WOOD THAT FORMS THE : f7T QI31X3'NAILS E.J. EFACE JOINT 01402 DUALITY ASSURANCE REQMREIENTS STRUCTURAL SUPPORT O THE BUILDING BALCONIES PORCHES OR SIMILAR PERMANENT W/(3)Ad U 57. I OLEG TO BEAM LOT:F IN S 510 BATE Z ' ' u SCL STRUCTURAL COMPOSITE WOODBOLDING APPURTUNENCES THAT ARE EXPOSED TO THE WEATHER W11HOU7 ADEQUATE �; 8KG TO J(MST LOCATED IN¢MOND BAT E. ELEVATION THE QUALITY ASSURANCE PLAN SHALL BE TO VEINY THAT THE SPECIAL INSPECTORS / .G m BEAM PROVIDE BLOOM BATH SCHED. 5'CHEOULEBAYS ELEV. ELEVATOR NOTED IN SECTION 01400 AND THE STRUCTURAL OBSERVATION NOTED N SECTION 01401 PROTECTION FROM A ROOF,EAVE.OVERHANG OR OTHER COVERING TO PREVENT SHE. SHEET _ EYED. EMBED(MENT) SIA, SIMILAR HAVE BEEN COMPLETED AND THAT SUPPORTING DOLUMENTAL(&NOTED IN SUCH SECTIONS MOISTURE OR WRIER ACCUMULATION AT TIE SURFACE OR AT JOINTS BETWEEN MEMBCRS -�,'E` 1..., 1.. _ _ EN EDGE NAIL S.J. SHRINKAGE CONTROL JOINT HAS BEEN PROVIDED. s��inn•n HRT:r►r rii•( I. ENG ENGINEER ALL WOOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR .se►- d,^r,f��+6f '��- IILSIIT I pHkAMRAL))UIYd E0. EQUAL 50W SREW(ED) QUALITY ASSURANCE PLAN S NOT REWIRED FOR STRUCTURES ff LIGHT WOOD FRAMING MASONRY FOUNDATION WALL LESS THAN B INCHES FROM EXPOSED EARTH. �jI`•...., �_.``.��. S.O.G. SLAB ON GRADE �l H�.�1t/1 EOPT. EQUIPMENT ROTHXIT1 DE9Cw SPECTRAL RESPONSE Al SHORT PERIODS Sd;NOT EXCEEDING 5508 - .li E.N. EACH WAY SPG SPACE(5)GING) POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A EXP- EXPANSION SPEC. SPECIFICATIONS) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR RIND EXPOSURE 8 MERE BASC WIND CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT INTI THE EARTH.EXCEPT; ,OST MOOING A •TI2Z PER PLAN (/� EXST. EXISTING S0. SQUARE SPEED IS LESS THAN 120 MPH. !! DT12Z PER PLAN EXT. EXTERIOR SID. STANDARD I. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL 1 INCH � I r'� STGR. STAGGER SUMMARY:A DUALITY ASSURANCE PLAN IS NOT REQUIRED BY COM FOR NIS A 5228"OAlA�Wok 111 TRW RE:AR[N .rl ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE 0.SC.S YN. FAR FABRICATION STIFF. rnFFENER(5) STRUCTURE. BARRIER PENETRATION 0 RN AT JOLS�PER RAN S CEA/Er�D CA +Ct � FB FFLUSH BEAM SNL STIRRSTEEL 5) 1K QC STAGGERED FON, FOUNDATION ST- STEEL 2. IF IN AN ENCLOSED CRAWL SPACE CR AN UNEXCAVATED AREA WITHIN TIE Cr) F.F. FINISH FLOOR SHRUG STRUCTURAL 0170Q(5)015gN REQUIREMENTS BUILDING PERPHERY ABS SUPPORTED BY A CONCRETE PER DR PEDESTAL MORE LEDGER U SQUAREPER RIDS) 1D YATCN FIN. FINISHED) STRUCT. STRUCTURAL INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REWIRED PER ALL LOCAL THAN 8 NOES FROM EXPOSED GROUND AND SEPARATED THEREFROM BY AN BEAM TO F FLG FLANGE S15P, SUSPENTATIW) CODES IMPERVIOUS MOISTURE BARRIER. 16 FEET DYE ASSY.AT NOTE 1 BEAM TO POSE W PC FLR. FLOOR SYMY. SYMMETRICAL LOCATE ASSY MDR 4 be �KCF 1078 Ifo POST CAP / FN FIELD(FACE)NNL 02000 SITE CONSTIAICTION 3. SLEEPERS AND SILLS ON A CONCRETE SLAB ON GRADE THAT DOES NOT HAVE MI SIX Cf EAQI END O F.O. FINISHED OPENING L TOP ALL SITE CONSTRUCTION SHALL BE CON95TENT WITH THE GEOlEG611CAL ENGINEERINGIMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH. F.O.C. FACE OF CONCRETE TAB. TOP AND BOTTOM RECOMMENDATIONS AS NOTED IN THE GEOTECHNICAL ENGINEERING REPORT(SEE SECTSCALE:3/4'=1•-0' IM SCALE:3/4'=1'-0' F.O.M. FACE OF MASONRY 1FMP. TEMPORARY 01300)AND IN SUBSEQUENT DIRECTIVES. 4, LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR F0.VE FACE OF STUD T.M.1111C TONGUE AND GROOVECONCRETE OR MASONRY WALLS BELOW GRADE. I 2 I TYPICAL DECK DETAILS 3 TYPICAL DECK DETAILSCri F.O.M. FACE OF WALL TEM THICK(NESS) 02260 EXCAVATION AM ION En FRY, FRAME(ING) THIRD. THREADED EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE PRESERVATIVE TREATMENT SHALL BE PER AMERICAN W000 PRESERVERS'ASSOCIATION FS FAR ODE TN TOE NAIL MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS OVER-EXCAVATED (AMA)SEECIFlCATION C2µ0 CO OR APPLICABLE STANDARDS En FT. FEET(FOOT) T.O.S. O TOP SHEATHING(SAB) AREAS SHALL BE BACOILLED WITH LEAN CONCRETE OR PER GEOTECFKCAL POST BRACING FOR NDA p +J FRTW FRE RETARDANT TEAIm&000 T.O.W. TOP OF WALL RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. ALL FASTENERS(NAILS,BOLTS,ANCHOR BOLTS,PIXIES,HANGERS,ETC.)N CONTACT POSES EXCEEDING 7 BRACE ON ONE SDE FTG FOOTING TRANSV. TRANSVERSE WITH TREATED LUMBER SHALL BE CORROSION RESISTANT G-185 HOT DIPPED GALVANIZED FEET TALL ( )X ( LAG BOT AT DO POST O U T.O.S. TOP O STEEL EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE LIMITS PER ASTM A153 OR STAINLESS STEEL. GA. GAUGE TYP. TYPICAL SPECIFIED BY LOCAL,STATE,AND NATIONAL SAFETY REGULATIONS GALE GALVANIZE(D) 4X6 BRACE(TIP)-OAT GR GRADE BEAM UR-0. UNLESS NOTED OTHERWISE INSTALLATION OF CONSTRICTION SHORING,IF REWIRED,SHALL BE PER THE SHORING Off BRACE AT F761 POSTS C4 a DECIONG PER GLB GLUE LAMINATED BEAM U/5 UNDERSIDE DRAWINGS.NOTES AND SPECIFICATIONS ARC! LOU. GYPSUM WALLBOARD V. VERTICAL GRADE ONOQ ROUGH FRANC GIP. GYPCREIE VERT. VERTICAL SAWN LUMBER SHALL CONFORM TO NEST COAST LUMBER NSPECTON BUREAU(RCM) Cr.) 'F'',' z '(RAGING AND ORESSNG RULES'NO 17 LATEST EDITION. SAWN LUMBER SHALL BE SAS Sc MCC AAI ll / VIF VERIFY N FIELD AND SURFACED DRIED,19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER W I--t N H. HORIZONTAL FROM WEATHER ANDPROVIDE FURTHER DRYING OF ASSEYLED FRAMING TO MINWtlZE I' HD HOLDOUT W. W10E(Nm1H) WOW SHRINKAGE POTENTIAL ALL LUMBER EXPOSED TO WEATHER OR Al CONTACT WITH �GI�I�''�I� yaw' 1�1 '�`y .a H.0.. HOT ER GALVANIZED W/ WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED 5.10.PER PLAN. LUMBER �� 1 a, c„) HDR HEADER W/0 WITHOUT SPECIES(NAGE.ANO PROPERTIES FOR EACH USE/LOCATON SHALL BE AS FOLLOWS ry -�i C:) +0 HO HANGER WO, WOOD UR.0.PER PLW/SCEDULE: ®IIIIIIII - Q HOE. HORIZONTAL WKS 11009 HEADED STUDSEh Fr Fop Fc Miff N HORIZ HORIZONTAL W.P. YERWELD PONT USE/LOCATION SPECES GRADE (PSI)(PSI) (CIS) (OSI)(Ps) ..,��41•0„ •rl E HR HEADER W.S. WELDED STUD F.� H.SB. HIGH STRENGTH BOLT WT. HEIGHT JCI 115 PT 2%12 STRINGERS �.) o r' �+ HT. HEIGHT W.W.F. WELDED MIRE FABRIC 27G 3X HEM-FIR NO.2 850 150 405 1300 1.3E6 AT 18'251 0.0 MAX !�"� 0 I . b0 I.D. INSIDE DIAMETER x-570 EXTRA LSC STRINGER TO ki i+ LE INVERT SIDEELEVATION XX-BTG DWBLL EXTRA STRONG ERONG LEDGERS DOUGLAS FIR-LARCH N0.2 900 180 625 1350 1.6E6 E-4 0.1 I.F. INSIDE FACEr IP!ALUUWEIORHYD YARD 4X DOUGLAS FIR-LARCH N0.I 1000 1E10 625 1500 1.7E6 /8'MU BOLE(01040 ,N• (MAXRT.POST PER PLAN BEAMS AND POSTS (MANETT=10•-01 STRINGER TO DECK 4XDOUGLAS FIR-LARCH NO.2 900 180 625 1350 1.6E6 RTS 3/4'=F-O' TALL POST BRACING 6X DOUGLAS FIR-LARCH NO.1 1200 170 625 1000 1.6E6 SD 1 4 NOT USED 5 TYPICAL DECK DETAILS