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Plans (67) MILBRANDT ARCHITECTS 25 Central Way, Suite 210 • Kirkland, WA 98033 Bue in 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. spacer strip being installed behind the deck ledger as shown on the attached MA-12 d�ood The attached MA-12 detail is approved by Milbrandt Architects to be used for the deck leder installation on the River Terrace project. g OFFICE COPY CITY OP TIGARD REVIEWED FOR CODE COMPLIANCE Approved: [J I OTC: f j Permit#: aal ^ Address: n C.O z-: Suite#: Data REVISION Distribution: Polygon Northwest From: David Burnett Attn: Chris Walther Phone: (360)695-7700 -7--------'---mm'mm, Im I ISI OFFICE COPY BUILDING PAPER PRE-FLASHING, EXTEND 6" ABOVE LEDGER, MIN. METAL Z-FLASHING TYPE B I. I SEE DETAIL 19/15 SPACED DECKING z EV I P.T. 2x JOISTS -I ill1 SEE STRUC. FOR CONNECTION DETAILS P.T. 2x LEDGER P.T. PLYWOOD FUR STRIPS 12" x 112"-2" AT EVERY LAG. TYPE A FLASHING SEE DETAIL 19/15 �1 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" 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 I NC 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. ,c6, G NF k) � T4di 14, „REGoN,‘„., � `��FS 2T2. ,G\RF<c 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\Bulletins\15238_2016.08.17 CT11—Deck Connection Detail(Spaced Decking).doc Structural Engineers AsTdcwe- 007.5-- 11111 07S • -.0111 '?`' AUG R''` Mi ► eruadt '' Architerts / f `�I , ',I i£^•• Kirk(ead,Y/adgagroaR>�Si _____ I_ t s�_>tar 9t'°s �". p'': &4545171 P924b3872r ______ I ,!1 i111�."' F.sI .? J" } rrwz m@trramkcaticam n ..... . ..______________ .1 I e w.. :,�,^ Wetr: I�� �_________ _________ �I�r���ll a,�c�% millumUmmum.-- 0 AUG -- INIMI a(.KIRKLAND,WA. fomiiiiming ��_ 5558 = tel SII_ =ri ��BF o��� Imis ISI iii ISIN__ __ __I■I__ DECK __,_____,______ il:: DECK .. .. ..:= xe ��m�IIII � � DECK 2211111111111111111 II 111111Limmi 1111111111111111,1111,11111111711 7'.1)...1_______111 i\llii\_Holmium .-i-.- .,, —. 1114 qr — 1-' . , o, , I __E, . , , , , L f-ltr : DROP DISTANCE FOR CO,, ,, /1 I i SINGLE FAMILY DECK SIDE ELEVATION ENGh OF DECOT1NGS AND K SINGLE FAMILY DECK ANDOVERTCAL LENGTH `" REAR ELEVATION SINGLE FAMILY DECK SIDE ELEVATION = 1/4'-1'-0' VARIES. 1/4'=1'-0' POSTS VARIES Q 1/4=1'-0' R _m W cei ii V a W .°' L 3 U LL 2 0 C 16'-0' _m 16'-0' a L 8'-0' 8•-0• Q / MANSE.RAILING SYSTEM (3)2x8 P.T.& Q �' �� ! SURFACE OR FACE-ATTACHED (1)2x8 TRIM -��© DTT2Z RAIL POST n LL N a 78"x18"x10'FTG. 4 4 PT POST ® Deck o- SUPPORT POST BELOW W/(2)#4 E.W.-1,111111111111;22111111111.k A AC44P TOSPI APE I 34 SPACED DECKING Iirtror ----'—'--- • DTf2ZDECK ABOVEDT72Z(3)2x8 P.7.& I i(1)2x8 TRIM ,0 V (3)2x8 P.T& RII - III (1)2x8 TRIM CI) O RT.lx6O P.T.2x LEDGER BRACE,,T SP. 0 SINGLE FAMILY DECK FLOOR PLAN �' SINGLE FAMILY DECK FRAMING PLAN t 1/4'-1'-0' LL 0 z o 0) co C >, 0 (J) a F Joh No, 12-11 c, Sheet No.: Sheet Order: ASD Al 1 ABBREVIATIONS 2 STRUCTURAL NOTES & MD IN. INLRE(S) 01004 GENERAL REQUREMENTSCONCRETE MOS FRA( IC NOTES 0 AT INFO. INFORMATION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS ANY ATE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE FRAMING CONNECTORS,ACCESSORIES,AND FASTENERS AS NOTED IN THE PLANS AND 4 ROUGH FRAMING NAILING SCHEDULE • FEET(FOOT) INT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS,NOTES SPECIFICATIONS SITE CONDITIONS, STANDARD AO 318-05'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE EQUIVALENT HARDWARE INCH(INCHES) AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WOO SHALL MAY BE USED WITH PRIOR APPROVAL BY ENGINEER CF RECORD.INSTALL ALL HARDWARE ROAM FRAMING MANIIG MEDIAE(II LIEU OF TIBC TARE 201141) o j POUND(S),NUMBER .IST. 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 a / PER 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 WITH AC 31B-O5 SECTION TOGETHER PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER.PROVIDE CCNNECUON FASIEMNG ARCHITECTURAL PLANS FOR OPENINGS,ARFORCTURAL TREATMENTS,AND DIMENSIONSNOT SHORN.CONSULT MECHANICAL PLANS 14 CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AR ENTRAINING SOLID BLOCKING AT ALL BEARING POINTS SEE SECTION 06071 FOR FASTENER REQUIREMENTS AT TREATED LUMBER.TYPICAL NAILING NOT SHOWN PER PLAN,DETAIL.OR 1.MOT TO SILL OR GIRDER (3)4131'X25'MUMS K TOPS(1000) DUCTS AND PIPES ETC NOT SIOR N. ADMIXTURE CONFORMING TO INC SECTION 1904.2 THE USE OF WATER SOLUBLE CHLORIDE D. BRIDGING TO.4351 (3)0131' 25 X TOENAILS EA ENO U SED- SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER TABLE 2304.9.1 OR TO 3.IX6 OR LESS SIIBF7R TO,6i. (2)0.131'X25'FACE NAIL z u A.B. ANCHOR BOLT ION SHALL NOT BE DUCTS ABV. ABOVE LAT. LATERAL THE CONTRACTOR SHALL PROVIDEBRACING AND SUPPORT REQUIRED FOR TEMPORARY THE FASTENING SCHEDULE ON SLEET 51.1. A,IN00R THAN 1X6 DJOPL&TO.67.(3)0.131'X25'FACE NAB. h ADO. ADDITIONAL LB. POUND(S) CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED BERING THE CONTRACTOR STALL SUBMIT MIX DESGNS TO ENGINEER OF RECORD FOR APPROVAL ADI ADJACENT LB, 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 RENEWED FOR NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS I T SUBSTOTIRO hZ/EPOER I)).48 X25' BUND U.S.FACE M. N m ALUM. ALUMINUM LG LONG(ITUONAL) PROPERLY SUPPORTED. CONFORMANCE TO IBC SECTIONS 1904 AND 1905. FOLLOWS 129Y JOIST TO TOP PLATE D)4148X325'ATT 12' 7DENA0. ALT. ALTERNATE LCOLOAF LENGTH NJNALT-UP ORDERS AND BEAMS (1)0.148'X 325'AT EA m GE STAGGERED 0 o APPRX. APPROXIMATE(LY) UNE LIGHT GAUGE METAL FRAMING THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK.THE CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REGUIREMENTS NAIL DOE DIAMETER LENGTH N ARCH. ARCWIECT(URAL) UN LONG LEG HORIZONTAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, "' SHORING AND OTHER WORK PITH ALL UTILITIES AND ADJACENT PROPERTIES CALL THE 2B DAY MAX MAX AR SPEOAL LOCATION 0d 0..14' 2.5' W o ASSY ASSEMBLY UN LONG LEG VERTICAL UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT i-B06-332-2344, tOd 0.148' 3.0' B. BOTTOM LSH LONG SLOTTED MOLE(5) STRENGTH W/C SLUMP ENTRAINMENT INSPECTION ANDU BEL BELOW LT.WT. LIGHT WEIGHT Cc(PS) RATIO (INCHES)(PERCENT) REQUIRED APPLICATION 12d60.142' 3.25'' „ N 1.7 BEN BOUNDARY EDGE NAILING LW, LIGHT WEIGHT i6d 0.162' 35' .S TL; BF. BRACED FRAME 01104 COOS REQUIREYFNiS C ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2014 ORSC(2014 OREGON 2500 0.45 411 0±1 NO FOOTINGS BLDG BUILDING MAX MASONRY UNLESS NOTED SHALLBEOTHERWISE PER SHEAR SCHEDULE OR PLANS ANCHOR BOLTS AT ILI 0> STRUCTURAL SPECIALTY CODE AS ADOPTED BY WASHINGTON COUNTY,OREGON. 3000 445 4±1 5±1 NO EXTERIOR MAB ON GRADE, SILL PLATES BE 5/8'DIAMETER WITH 7"MINIMUM EMBEDMENT INTO CONCRETE o BLK. BLOCK MASH- MASONRY ) DRIVEWAYS,CURBS WALKWAYS PATIOS PORCHES STEPS EXPOSED TO AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM O N LK BLOODING MAT, MATERIAL 01204 I1E9GN LOADS WEATHER AND GARAGE FLOORS BCW. BELOW MAX MAOOYUM LIVE LOADS 2500 0.50 5i1 OAT NO ALL OTHER CONCRETE OF T�BOLTS FRO PER SILL PIECE WITH ONE BOLT LOCATED N07 MORE THAN 12'NOR LESS .5 a BN. BEAM M.B. MACHINE BOLT DEC((SNOW) 25 PSF THAN 4.5"FROM EACH END 7 THE PIECE, A 3NTER-22B"PLATE WASTER SHALL BE U i'. m'O BMU BRICK MASONRY UNIT MBAR METAL BUILDING MANUFACTURER ONE COMPRESSION TEST MINIMUM STALL BE COMPILED FOR EVERY 150 CUBIC YARDS OR PROVIDED FOR ALL ANCHOR BOLTS(00 NOT COUNTER-SINK PLATE WASHERS). A 13/16' D Z N BN BOUNDARY NAILING MECH. MECHANICAL DECK(LIVE) 40 PSF 5000 SQUARE FEET SURFACE AREA FOR EACH MIX DESIGN PLACED EACH DAY,A X 1 3/4'DIAGONAL SLOTTED HOLE IN THE 3'X 3"PLATE WASHER IS ALLOWED WITH A o BRINY. BOUNDARY ALEd.MASONRY EXPµ90N JOINT TEST STALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MADE FROM THE SAME STANDARD OUT WASHER tom N B.O. BOTTOM OF MEZZ. MEZZANINE BROW LOAD BE9(N DATA SAMPLE AND TESTED AT THE SPECFlED AGE.ADDITIONAL CYLINDERS MAY BE MADE FOR B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER Pg=20 PSE,PI=14 PSE,Ce=1.4 Is=1.0,CI=1.0, INFORMATION REGARDING POST TENSIONING FORM REMOVAL STRENGTH DEVELOPMENT.OR B.O.F. BOTTOM SF FOOTING MN. MINIMUM WIND DESIGN DATA OTHER PURPOSES CONCRETE STALL BE ACCEPTABLE IF: 355T .DIST AND BEAM HANGERS BRDG BPoOGE(ING) MISS. MISCELLANEOUS (UPLIFT): 1.NO TEST FALLS 500 P9 BELOW THE SPECIFIED STRENGTH DOST AND BEAM HANGERS AS NOTED IN THE PLANS SCALL BE AS MANUFACTURED BY '' I- BRD BEARING MIL METAL BAWL WIND SPEED: WIND IMPORTANCE FACTOR 120 MPH(ULT.)93 MPH(AS)) 2 THE AVERAGE OF AU.SETS OF 3 CONSECUTIVE TESTS DOES NOT FALL 9YPSON STRONG-TIE.EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL L BY BTM. BOTTOMI.=1.0 BELOW THE SPECIFIED STRENGTH. ENGINEER OF RECORD.JOIST AND BEAM HANGERS SHALL BE PER PLANS OR RETAILS _ BTNN- BETWEEN (N) NEW WIND EXPOSURE: EXPOSURE B CONCRETE NOT MEETING THE ABOVE CRITERIA STALL BE SUBJECT TO FURTHER TESTING N.L4 NON-LOAD BEARING TOPOGRAPHICAL FACTOR KA=1.0 AT NO ADDITIONAL EXPENSE TO THE OWNER C CAMBER NO. NUMBER INTERNAL PRESSURE COEFFlOENT: GCpi=+/-0.18 (61 RARIEWGE OF WOOD ENAlri(' CAME- CAMBERED) N.S NEAR SIDE COMPONENT/CLADDING WIND PRESSURE: P(C)=25 PSF RESHORING MERE REQUIRED.SHALL CONFORM TO AO 301 SECTION 4.6. SUBMIT SHRINKAGE IN WOOD FRAMING IS USE TO LOSS OF MOISTURE CONTENT AND TO CANT. CANTILEVERED) N.T.S NOT TO SCALE PROPOSED RESHORING PLANS TO THE ENGINEER OF RECORD FOR RENEW, COMPRESSOR OF ASSEMBLIES OF WOOD COMPONENTS PLUMBING,ELECTRICAL,µ0 1 CF CUBIC FOOT N.KGNORMAL WEIGHT CONCRETE EARTIRQIANE DESIGN DATA: MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES STALL BE DESIGNED AND BUILT 4, SD-1 (3)2%8 k(1) 'L .„.....,,,As TO ACCOMMODATE 1/41�,. 239 TRY ' RAA.PST �RUA 4',7 GMP. CAST IN PLACE SEISMIC IMPORTANCE FACTOR Is=1.0 CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 INCH IF NOT INCH PER FLOOR 11000 SHRINKAGE.THE USE OF KILN DRIED P CJ, CONSTRUCTION JOINT O.C. ON CENTER SPECTRAL RESPONSE ACCELERATIONS: Ss=1.004 S=0.442 SPECIFIED BY ME ARCHITECT. LUMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO M1 (TMP.) >� �•t yi TS Q CENTER UNE O.D. OU75UE DIAMETER SITE CUSS: SITE CLASS D APPLICATION BE FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. COL BELOW � 0 4i o CLR. CLE RG O.F. OUTSIDE FACEASPECTRAL RESPONSE COEENTS 505 10.ESI T SDI=0.46 .,ISI ����I-_-ILII n. / CLR. CLEAR O.H. OPPOSITE HAND SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D i.■,IIII COL COLUMN OPNG OPENING MARC FORCE RESISTING SYSTEM: BEARING WALL SYSTEM pUa2' 4y CONC CONCRETE OPP. OPPOSITE DESIGN BASE SHEAR: Cs=0.120 WSTRU06164 WOOD SWATHING r1, 418 r• 'L lir...., CONN. CONNECTION OWL ORIENTATE(IW) RESPONSE YOOIFlCATIW(ACTOR R=6.5(LIGHT-FRAME WALLS) 03104 REP/FORCING STEEL ANERCCAN PLYWOOD TURAL MOOD SPASSOCATIDN W000 SHEATHING PANAEGRADE LS SHALL BECCD INT APA 3 '':•••I�' �� 1111.1-‘ II 3 �1SYJ3 CONST. CONSTRUCTION OSB ORIENTED STRAND BOARD ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE REINFORCING STEEL DETAILING.FABRICATION,AND PLACEMENT SHALL BE PER ACI CONT. CONTINUOS O-W.1 OPEN WEB JOIST 318-05.REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS WITH EXTERIOR GLUE(COX).ORIENTED STRAND BOARD(058)PANELS SHALL BE ElSK. COUNTERSINK 01300 GEOTECHNICAL WFORYA7WN EXPOSURE 1-PANELS SHALL HAVE THE FOLLOWING THICKNESS.SPAN RATING AND SD-1 SD-i CTR. CENTER(ED) PAR. PARALLEL EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOIEpHNICAL ASTM A-615 DEFORMED BARS GRADE 40(Tp4U KSI)FOR j3 BARS ONLY FASTENING UNLESS NOTED OTHERWISE PER PLAN: 1111 CT CUBIC YARD P/C PRECAST ENGINEERING RECOMMENDATIONS ALL FOUNDATIONS ARE TO BE FOUNDED ON ASTM A-615 DEFORMED BARS GRADE 60(4=60 KS)FOR j4 BARS AND LARGER EDGE FlFLO a o PEN PANEL EDGE NAIL COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED • ASTM A-706 DEFORMED BARS GRADE 60(Iy=60 NSQ FOR ALL WELDABLE BARS NAILS NAILS E. ^ N v d PENNY(NAILS) PERP. PERPENDICULAR GEOTECHNICAL ENGINEER. ASTM A-185 SMOOTH BAR(H=60 KS)FOR WELDED WIRE FABRIC ROOF: 7/16'40/20 C-O APA COX T!C 8d AT 6' Btl AT 12' 218 0 I6'OU II oQ I r DB CROPPED BEAM PL PLATE FLOOR:3/4'APA RATED STURD-I-FLOOR OSB 40/20 TAG 10d AT 6' 104 AT 12' DEM FRAMING c a u n DBA DEFORMED BAR ANCHORS PL PROPERTY LINE CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 WI.4DW1.4 WELDED WIRE FABRIC OR 97EARWALL-7/16"C-D W/EXIERIOR GLUE SEE SCHEDULE SHEET 51-, o DBL DOUBLE PLN PLAN ALLOWABLE BEARING PRESSURE 2000 PSE FIBER MESH UNLESS NOTED OTHERWISE.PROVIDE LAP SPUCES PER THE LAP SPLICE DCW DEMAND CRITICAL WELD RUM PLUMBING ACTIVE EARTH PRESSURE(MOLDING) 35 PCF SCHEDULE ON SHEET 56.0.REINFORCING STEEL AT ALL WALLS SLABS AND FOOTINGS ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE(RAN u u LEDGER u w o DEPT. DEPARTMENT PLYNG. PLYWOOD ACTIVE EARTH PRESSURE(AT-REST) 50 PCF SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. PLAN. TO SUPPORTS AND N A STAGGERED PATTERN UNLESS NOTE]OTHERWISE DET. DETAIL PSE PONDS PER SOUARE FOOT PASSIVE EARTH PRESSURE 350 PCF PER PL -BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT OF DOUGLAS FIR PS POUNDS PER SQUARE INCH COEFFICIENT OF FRICTION 0.35 COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE BE REWIRED UNLESS S WITH O1IHER 30 PER PLAN.9HEARWALL SWATHING SHALL BE n CA DIAMETER P.T. PRESERVATIVE TREATED SOIL PROFILE SITE CLASS 0 BLOCKED AT ALL EDGES WITH 2X OR 3X FRAMING PER SHEARWAJ-SCHEDULE DIA. DIAGONAL PT POST TENSION(m) CONCRETE CAST AGAINST EARTHtl CALIPH. DIAPHRAGMALL FOUNDATION INSTALLATIONS ARE SUBJECT TO APPROVAL OF THE LOCAL BUILDING AU.BAR SIZES Y STALL 1/4'=1'-0" o DIM. DIMENSION QTY. QUANTITY INSPECTOR OR A LICENSED GEOTECHNICAL ENGINEER FORMED SURFACE EXPOSED TO EARTH OR WEATHER p F DN, DOWN AND SMALLER ,1/2' 1 DECK FRAMING PLAN s o D-0. DITTO(REPEAT) R RADIUS 01402 MISPECTIOIS MD SPECIAL W�ECT10N5 OP. DEEP RAD. RADIUS THE CONTRACTOR STALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE W D.0 DRAG STRUT RE REFERENCE BY THE LOCAL EARTHING DEPARTMENT. PRIOR TO CONCRETE PLACEMENT.REINFORCING STEEL SIAL NOT BE FIELD BENT EXCEPT SEE ARCHITECTURAL MANUFACTURED RAIL SYSTEM AND CONNECTION SEE ARCH7ECNRAL MANUFACTURED RAE SYSTEM MO CONNECTION < IA DING DRAM/IRS) REF. REFERENCE FOR ALL FLASHING DESIGN BY OTHERS-DEFERRED SUBMITTAL FOR ALL FLASHING I DF901 BY OTHERS-DEFERRED SUBMITTAL W 5 °a AS NOTED N THE DESIGN DRAWINGS MELDING OF REINFORCING STEEL SHALL NOT BE DETAUS ENGINEER 7 RECORD TO REVIEW RAE Yr• DETAILS ENGINEER a RECORD TO REVD'RAa rg DWT. OOWE1 S RF1NF. REINFORCEYENT(INC) PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTED = U () RE0. REWIRED SPECIAL E REQUIRED ARE NOT BUILDING O FOR GROUP R-3 OCCUPANCIES UNLESS CONNECTION FW RIM CONSTRUCTION CONNECTER FCR RN CONSTRICTION a. DTIiERWIg REgDIRFD BY THE BU401NG OFFIOAL ON THE DESIGN DRAWINGS (E) DOSING RF. Popp FRAME CC RECTI I7IW; di' COMATAOl11Y. R.O. ROUGH OPENING PERLAN SU EA EACH 0140:SiRI1CiURA,OBSERVATION R5 ROUGH SANK OfiOT:PRESERVATIVE TREATED W000 PRODUCTS G.E. EACH END STRUCTURAL OBSERVATION IS NOT REWIRED. P.T. X6 DIAGONAL BRAC • 11.' c E.F. EACH FACE SOH. SCHEDULE PRESERVATIVE TREATED WOOD SHALL BE REWIRED FOR ALL WOOD THAT FORMS THEI F31 4131x3'NAIS E.3 EXPANSION JOINT 01402 QUAUTT ASSURANCE REQUIREMENTS STRUCTURAL SUPPORT OF THE BUILDING BALCONIES PORCHES CR SIMILAR PERMANENT W/(3)Bd EA JST. ST TO BEM NOTE E DTT2Z HARDWARE Z SCT. STRUCTURAL COMPOSITE WOODBUILDING APPURTUNENCES THAT ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE It 0115 TO JOST LOCATED IN SECOND BAT EL. ELEVATIONTHE QUALITY ASSURANCE PLAN STALL 8E TO VERIFY THAT THE SPECIAL INSPECTIONS ____21___ O 10 B[111 PROVIDE BLOODING BOTH SPIED SCHEDULE _ BATS ELEV. ELEVATOR NOTED IN SECTION 01400 AND 1}E STRUCTURAL OBSERVATION NOTED IN SECTION 01401 PROTECTION FROM A ROOF,EASE.OVERHANG OR OTHER COVERING TO PREVENT •.�` SHL SHEEP ___ 9(W. SCORED) ALL WNW INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR Wr ENRS. EDGE NAILNTHAS BEEN PROVIDES. AND THAT SUPPORTING DOOUM NOT EXCEEDING 0.50g.SECTIONS MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS E1Wr."__�.�___ __�=I SM.) SIMILAR ^ mus ENG ENGINEER Sl SHRINKAGE CONTROL DONT g=: ,{f 4�a rr fWW'I I' WIIIIii .IA Nfl � � a Atj�� ' a�WW CO EQUAL QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR STRUCTURES OF LIGHT WOOD FRAMING MASONRY FOUNDATION WALL LESS THAN 8 INCHES FROM EXPOSED EARTH- _ _ I ,I _`,,,,l, S.O.S. SLAB ON GRADE EQPT. EQUIPMENT WITH DESIGN SPECTRAL RESPONSE AT SHORT PERIODS, E.W. EACH WAY SPC SPACE(5)(TNG) POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A (7p- ER'. EXPANSION SPEC SPEDFICATION(5) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR WINO EXPOSURE B WERE BASIC WIND CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARN.EXCEPT; E%ST. EXISTING 54 SQUARE SPEED IS LESS THAN 120 MPH. JOSE BLOCKING A, ITI2Z PER RAN DTF1Z PER RAN EXT. EXTERIOR STD. STANDARD I. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL 1 INCH 2)4228'OA Lel oI ERN(RE.ARCH W�.y STGR STAGGER SUMMARY:A QUALITY ASSURANCE PLAN IS NOT REQUIRED BY CODE F02 THIS ABOVE THE MAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE ASIENER5 W/Y I11K FAB. FABPoGTIW STIFF. STIFFENER(5) STRUCTURE. BARRIER TB' AOON TO RW AT J@515 PER RAN EA/ICED EN '("'3 FB FLUSH BEAM SM STIRRUP(S) 1G U.S.SLSTAGGERED R FON. FOUNDATION STT. STEEL 2. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE F.F. FINISH FLOOR STRUC STRUCTURAL 01704 DECLUTCH BEQI 11RFMMF.1/15 BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PER OR PEDESTAL MORE • LEDGERSQU,1�PFUN 7p YATCI FIN. FINISHED) SIRUCT. STRUCTURAL INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REWIRED PEN ALL LOCAL THAN 8 INCHES FROM EXPOSED GROUND AND SEPARATED THEREFROM BY AN u BEAM MDRP1 TCCA FLANGE S1SP. 91SPENDED(TIW) CODES IMPERNQUS MOISTURE BARRIER. 16 FEET MAO OS.AT LIIdg Lol Fasteners shall RA TOW/PC FU. FLOOR SMARM. SYMMETRICAL LOCATE ASST.MTIWI 4 be per ICC ESL-1078 11POST RI FIELD(FACE)NM 82005 91E COISIIBJC71001 1 SLEEPERS AND SILLS ON A CONCRETE SAB ON GRADE THAT DOES NOT HAVE AN FEET E T Cf EACH END O F.0. FINISHED OPENING T. TOP ALL SITE CONSTRUCTION SHALL BE CONSISTENT'MOH THE GEOTECHNICAL ENGINEERING &PERVIOUS MOISTURE BARRIER SEPARATION NOH EXPOSED EARTH. f.0.0 FACE OF CONCRETE T.eH. TOP AND BOTTOM RECOMMENDATIONS AS NOTED IN RE GEOIECNICAL ENGINEERING REPORT(SEE SECTION LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR W EXTERIOR SCALE:3/4 1'-0' inil SCALE:3/4'=I'-0' F.O.M. FACE OF MASONRY TEMP. TEMPORARY 01300)AND IN SUBSEQUENT DIRECTIVES F.O.S. cd FACE OF STUD T 1TONGUE AND GRODP£ CONCRETE OR MASONRY WALLS BELOW GRACIE. I 2 I TYPICAL DECK DETAILS 3 TYPICAL DECK DETAILS FK MFACE OF WALL THG, THICKNESS) 0226Q EXCAVATION SUPPORT AND PROTECTION FRU. FRAME(ING) THRD. 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 IN TOE NAIL MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS OVER-EXCAVATED (AIWA)SPECIFICATION CO AND C9 OR APPLICABLE STANDARDS A, FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) AREAS SHALL BE BACKFlILED WITH LEAN CONCRETE OR PER GEOTECHNICAL POST BRACING FCR NOTE PROVIDE V'/ FRTW FIRE RETARDANT TREATED WOOD LO.w. TOP OF WALL RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. ALL FASTENERS(NAILS BOLTS,ANCHOR BOLTS.PLATES HANGERS ETC.)IN CONTACT POSITS=MG 7 BRACE w Off SIO �, FTG FOOTING 7RANSV. TRANSVERSEWITH TREATED LUMBER SHALL BE CORROSION RESSTANT 0-185 HOT DIPPED GALVAMZED FEET TALL 5/8"GA X 6 I/2•LAC BOLT AT EMU POST 0 T.O.S. TOP OF STEEL EXCAVATION SLOPES STALL BE SAFE AND SHALL NOT BE GREATER THAN THE UNITS PER ASTM A153 OR STNNLESS STEEL G GAUGE TIP, TYPICAL SPECIFIED BY LOCAL,STATE,AND NATIONAL SAFETY REGULATIONS 4DB BRACE)-(TED) CONDITION U cn GLV. CALVAM2E(S) L-� GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE INSTALLATION OF CONSTRUCTION SHORING IF REWIRED.SHALL BE PER THE SHORING ONE BRAQ A EMD f��. III I„� DIB GLUE LAMINATED BEAU U/S UNDERSIDE DRAWINGS NOTES.AND SPECIFICATIONS GAB GYPSUM WALLBOARD V. VERTICAL IND. GRADE 06104 ROUGH FRAYNG ANG PER x GYP, GYPMETE VERT. VERTICAL SANK LUMBER SHALL CONFORM TO BEST COAST LUMBER INSPECTION BUREAU(MUTE) 2e BCG z cm VE VERIFY IN FIELD "GRADING AND ORESSNG RULES N0.17 LATEST EDITION SAWN LUMBER STALL BE S4S ^ H. HORIZONTAL AND SURFACED DRIED,19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER ___ H FROM WEATHERµOPRONDE FURTHER DRYING BE ASSEMlEO FRAMING TO MINIMIZE ►' HD HOLBORN W, WIOE(WIDTH) W000 SHRINKAGE POTENTIAL ALL LUMBER EXPOSED TO WEATHER OR W CONTACT WITH �I�,IriII� lI`�I,II I 121 "x HAG. HOT DIPPED GALVANIZED WI WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE QUOTED ATHE PER PLAN. LUMBER �� 1 �� I C.) HDR HEADER W/O WITHOUT HGE HANGER 440. HOOD SPECIES.GRADE,ANO PROPERTIES FOR EACH USE/LOCATION SHALL BE AS FOLLOWS VON ��,•..�WR HORS. HORIZONTAL W.H.S. MELDED HEADED STUDS UN.4 PER RAN/SCHEDULE ® I CI /1 ,/ ROBS. HEADERHR ZONTAL W.P, MONK PONT F6 Fr Fcp Fc E 1--4 WS WELDED STUD JOGIS SPECIES GRADE (PSI)(PS) (PSI) (PS)(PS) I •IUR o RSB. HIGH STRENGTH BOLT ' PT 2x12 STRINGERS •C) (� x HT. HEIGHT W.W.F. WELDED WIRE FABRIC 2X 35 HEM-FIR NO.2 850 150 405 1300 1.3E6 AT 15 SLC MAX 2:),C9 O ED. INSIDE DIAMETER 5-STC EXTRA STRONG LEDGERS �TO RII I.E- INVERT ELEVATION XX-STG OWBLE EXTRA SIRING 27(3% DWpAS FlR-LARCH N0.T 9W 180 625 1350 1.6E6 G BOLT ORLSO ` aH LF. W90E FACE `"'YD YARD4X OWOAS FlR-LARCH NQ 1 1000 180 625 1500 i.7E6 II, ��� 5/81HRU BOLT(CIRSIK) PEA POST PER PLAN BEAMS AND PDD (MAX(EIGHT=,0'-0") STRINGER TO DEC( 4X DOUGLAS FIR-LARCH N.2 900 180 625 1350 1.6E6 N.T.S. 3/4•=1•_O• TALL POST BRACING SI) IA 6X DOUGLAS FIR- RMI NO.1 1200 170 625 1000 t.fiE64 NOT USED 5 TYPICAL DECK DETAILS