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Plans (67) 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 1A"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 REVIEWED FOR CODE COMPLIANCE Approved: OTC: ( I Permit #: ms--f-an I - 000 714-- Address: 1fAddress: i s_R_c,0 S —yin Suite #: By: Date: g- REVISION Distribution: From: David Burnett Polygon Northwest Attn: Chris Walther Phone: (360)695-7700 t :VISION OFFICE COPY BUILDING PAPER PRE-FLASHING, EXTEND 6" ABOVE LEDGER, MIN. METAL Z-FLASHING TYPE B SEE DETAIL 19/15 SPACED DECKING iiiiii r.wioi� I--ii If -_I-Ji ii . ..r , A - - P.T. 2x JOISTS 1.-- ]- SEE STRUC. FOR CONNECTION DETAILS ,- ' i A P.T. 2x LEDGER I P.T. PLYWOOD FUR STRIPS �. r2" x 1Y2"-2" AT EVERY LAG. TYPE A FLASHING SEE DETAIL 19/15 NI 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 E1JN DATE: 08-16-16 SCALE: 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 1 N C 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. �� �e5) PRO G N4-ilk. , 6OREPANA ,:p7'� 22 ,Nc'1 �(CS T. G\k` 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 zit 5T__ . 0l6,. - Ooo7�-1 III s :1 aUG2ci 2016 la } '' �z Mitbrandt I /Low( ' Gigg` ` ' illArrhltescts �' / - / +�r'R ! 24 Cannel SYrty,Salta 270 �� , I,a> � P.45.45k7135 6.425,65E1206 mammy 1 ainilum 0..„.„4....„. I I 1c rkkod.444sJdlgtoa 47 73 __________________ _________ II �! V—� - Ipl�0 AUG c..... Cb r.'s Wmoomma X111. C 1.7 —� RKLN8 WA. IMilia I n O�� --=.IITI = DECK iiimml mai MIEN EMii Miami I I1t�I Ell. mmi EliMin •17DECK DECK ri .71111111111111111111111111111111111.111, 1111111111/1111111111111111111111111101111111 ,-:5:1 g '';'i g. 1 1= I I M••m il M M .1.I a 1 M I I M I=I MI ma a a..•.'IMIM I I I...titi i..'M.I M iliM I I l'''' '. .... . -—— I I .0-::1"174144r ..— --,. ,4,4 , , , .1\s. . ,, ...._ . , 0 . , , L, , ____ ,, . II II II u tt DROP DISTANCE FOR --, SINGLE FAMILY DECK SIDE ELEVATION FOOTINGS NGTH of DECKPOSTS SINGLE FAMILY DECK ANDROP DISTANCE FOR O VERT CAL LENGTH OF DECK 1/4'1`0" REAR ELEVATION SINGLE FAMILY DECK o s 0- VARIES 1/a-=r-D" POSTS VARIES SIDE ELEVATION R d W a3 to e V a W 0 E. LL raj L cts LT O r / MANE RAILING SYSTEM (3)2x8 P.T& 0E. 0 SURFACE OR FACE-ATTACHED (1)2x8 TRIM -�C2Fi C.© DTT2Z RAIL POST - u 18"x18"x10"FTG. -- ■ 4x4 PT POST SUPPORT POST BELOW W/(2)A4 EW�I4�.mI. rHa..I..HII-j_ AAC4 POSTAP BASE Deck 1;SPACED DECKING DTT2Z 111111111111 7 DECK ABOVE ___ DTi2Z ((1)2x8 TRIM I .0 (3)2x8 P & ^, I b III I (1)2x8 TRIM Y/ o P.T.1x6 V P.T.2x LEDGERDIAGONAL © ,FBRACE,TYP. SINGLE FAMILY DECK FLOOR PLAN SINGLE FAMILY DECKE 1/4--1,0• FRAMING PLAN r LL 1/4'.0,0• CU Q Z CD r� C0 CO 0 a a Pi M No 12-11 P Sheet No.: 1 Al Sheet Order: A S D 4 .. 1 ABBREVIATIONS 2 STRUCTURAL NOTES & AND IN. INCHE(S) 0100*GENERAL FiECTUIREMENTS 0300e CONCRETE 0610t FURL NOTES 4 ROUGH FRAMING NAILING SCHEDULE il 0 AT INFO. INFORMATION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS ANY CONCRETE CONSTRUCTOR SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE FRAMING CONNECTORS,ACCESSORIES,AND FASTENERS AS NOTED IN THE PLANS AND as FEET(FOOT) AT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS,NOTES,SPECIFICATIONS,STE CONDITIONS, STANDARD AD 318-05"BOWING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". DETAILS SHALL BE AS NAMIFACTURED BY SMPSON STRONG-TE EQUIVALENT HARDWARE es • 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 ROUGH MANG NAM SOOOLE ow[(Ti OF EC TARE 230(11) 1 POUND(S).NUMBER IST. JOST CORRECT THE DISCREPANCY IN WRITING.ANY WORK COMPLETED AFTER DISCOVERY OF CEMENT AND CONCRETE SHALL CONFORM TO INC SECTION 1903.ADMIXTURES SHALL BE PER MANUFACTURERS'SPECIFICATIONS.WERE STRAPS CONNECT TWO MEMBERS 0 = EQUAL(S) IT. JOINT THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISC REFER TO APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY NTH AO 318-05 SECTION TOGETHER,PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER.PROVIDE CONNECTION FASTEPANG TE / PER ARCHITECTURAL FLANS FOR OPENINGS,ARCHITECTURAL TREATMENTS,AND DIMENSIONS 16.CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING SOUD BL000NG AT AU.BEARING POINTS,SEE SECTION 06071 FOR FASTENER I.JOST TO SQL OR GIRDER (3)0.131"X 2.5"FINALS 6 = IC KIPS(1008 NOT SHOWN.CONSULT TEDIANICAL PLANS FOR DUCTS AND PIPES ETC.NOT SHOWN. ADMIXTURE CONFORMING 70 IBC SECTION 1904.2 THE USE OF WATER SOLUBLE CHLORIDE REQUIREMENTS AT TREATED LUMBER.TYPICAL NAIUNG NOT SHOWN PER RAN,DETAIL,OR 2.BRILL TO JOIST (3)0.131'0 25'TOENAILS EA.END Z t A.B. ANCHOR BOLT ION STALL NOT BE USED. SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER MC TABLE 2304.9.1 OR TO 3.1X6 OR LESS SUEIFUL 10 ISE (2)0.131"X 2.9 FACE NAIL ARV. ABOVE LAT. LATERAL THE CONTRACTOR SHALL PROVIDE BRAONG AND SUPPORT REQUIRED FOR TEMPORARY THE FASTENING SCHEDULE ON SHEET 51.1. 4.MDER MAN TM 9.100I0.TO.61(3)0.131"02.5"FACE NM. , ADO. ADDITIONAL Le. POUND(S) CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REWIRED DURING TIE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL 5.2"WELDOR TO JST.AIRDER (2)o.mer X 3.25'BUNS&FACE NAIL ADJ. ADJACENT LB. LAG BOLES) ERECTION.BACIGILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE FOUR REEKS PRIOR TO PLACING CONCRETE.MIX DESIGNS STALL BE RENEWED FOR NAILS SHAU_BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS 123111 LIST TO TOP MATE (1)0148 X 3.25'AT 12"QC RONA 'SI ri ALUM. ALUMINUM La LONGOTUDINAL) PROERLY SUPPORTED. CONFORMANCE TO IBC SECTIONS 1904 AND 1905. FOU.OWS: IAEA/LT-UP GIRDERS AND BEAMS (1)0.148"X 3.25'AT 12'EA.EDGE STAGGERED ALT. ALTERNATE LOTH. LENGTH IT i t‘.1' APPRX APPROXIMATEQT) LONE LIGHT GAUGE METAL FRAMING THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINARON OF ALL WORK TE CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: NAIL 500 DIAMETER LENGTH ARCH. ARODECEURAL) 1.131 LONG LEG HORIZONTAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, , PORING,AND OTHER WORK WITH ALL UTIUTIES AND ADJACENT PROPERTIES CALL THE 28 DAY MAX. MAX AIR SPOON_ LOCATION 84 0.131" 2.5" 10d 0.14r 3.9. fLi' 8 c..., . ASSY ASSEMBLY IV LONG LEG VERTICAL BOTTOM LSH LPG SLOTTED HOLE(S) UTILITY LOCATE SERVICE PRIOR TO ANY mac AT 1-800-332-2344. STRENGTH W/C SLUMP ENTRAINMENT INSPECTION AND 12d 0.148" 125' Er;Z BEL BELOW LT.WT. UGIT 116101T Gc(PS) RATIO (INCHES)(PERCENT) REQUIRED APPUCATION 16d O.162" 3.5" C LT BEN BOUNDARY EDGE NAILING LW. LIGHT WOE OHM CCOE REQUIREMENTS Lu 0----• > BS. BRACED FRAME ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2014 ORSC(2014 OREGON 2500 0.45 4*1 QM NO FOOTINGS UNLESS NOTED OTHERWISE PER SHEARVIALL SCHEDULE OR PLANS,ANCHOR BOLTS AT 3000 0.45 4±1 5±1 NO EXTERIOR sus ON GRADE, BLDG. BUILDING WAS MASONRY STRUCTURAL SIECIALTY CODE)AS ADOPTED BY WASHINGTON COUNTY,OREGON. SILL PLATES SHALL BE 5/8-DIAMETER WITH r MINIMUM EMBEDMENT INTO CONCRETE ':'-FJE ii• BUG. BLOOC MASH. MASONRY DRIVEWAYS,CURBS,WALKWAYS,PATIOS,PORCHES,STEPS EXPOSED TO AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MOITAUM BLKa BLOCKING MAT. MATERIAL wort oescx LOADS HEATHER,AND GARAGE FLOORS. OF TWO BOLTS PER SU_PIECE MTH ONE BOLT LOCATED NOT MORE THAN 1r NOR LESS 2500 030 5±1 0-11 NO ALL OTHER CONCRETE BLW. BELOW MAX. MAXIMUM LIW LOADS THAN 4.5"FROM EACH END OF THE PIECE. A 2"53'X0.229"PLATE WASHER SHALL BE S' 8 BR BEAM M.B. MACHNE BOLT DECK(SNOW) 25 FHP PROVIDED FOR ALL ANCHOR BOLTS(DO NOT COUNTER-SINK PLATE WASHERS). A 13/16" SE ONE COMPRESSION TEST MINIMUM SHALL BE COMPILED FOR EVERY 150 CUBIC YARDS OR BEAU BRICK MASONRY UNIT MI METAL BUILDING MANUFACTURER DEP NW) 40 PRE X I 3/4-DIAGONAL SLOTTED HOLE IN THE r X r PLATE WASHER LS AU.OWED WITHA ON BOUNDARY NMUNG MECH. MECHANICAL 50D0 SOUARE FEET CP SURFACE AREA FOR EACH MX DESIGN PLACED EACH DAY.A UT--.0 BADRY. BOUNDARY ALE.1 MASONRY EXPANSION LINT 940W LOAD DESIGN DATk TEST SHALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MADE FROM THE SAME SAMPLE AND TESTED AT THE SPEOFIED NE.ADDITIONAL MENDERS MAY BE MADE FOR STANDARD CUT WASHER. B.O. BOTTOM OF MEZZ. MEZZANINE Pg=20 PSF,P1=14 PSE Ce=1.0,Is=14 Ct=1.0, //FORMATION REGARDING POST TENSCNING.FORM REMOVAL,STRENGTH DEVELOPMENT,OR ' •• , B.O.E. BOTTOM OF EXCAVATION TER. MANUFACTURER 06101 JOST AND EEAM HATLERS B.O.F. BOTTOM OF FOOTING MIN. MINIMAA OTHER PURPOSES.CONCRETE SHALL BE ACCEPTABLE IF: JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY BOG. BRIDGEONG) MEC MISCELLANEOUS WINO DESIGN DATA @PUFF): 1.NO TEST FALLS 500 P9 BELOW THE SPECIFIED STRENGTH SMPSON STRONG-11E.EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY am BEARING MR_ METAL MARC HAND SPEED: 120 MPH(ULT.)93 MPH(ASD) 2.THE AVERAGE OF ALL EIS OF 3 CONSECUTIVE TESTS DOES NOT FALL ENONEER OF RECORD.LIST MD BEAM HANGERS SHALL BE PER PLANS OR DETAILS. WIND IMPORTANCE FACTOR hr=1.0 BELOW THE SPECIFIED STRENGTH. ' BTM. BOTTOM BEAN. BETWEEN (N) NEW HAND EXPOSURE: EXPOSURE B CONCRETE NOT TEEING THE ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER TESTING N.LEL NOT-LOAD REARINGTOPOGRAPHICAL FACTOR: KR=1.0 AT NO ADDITIONAL EXPENSE TO THE OWNER. C CAMBER NO. NUMBER INTERNAL PRESSURE COEFFICIENT: GCpi=+/-0.18 06104:SHIRTICAGE OF WOOD FRAMING CAMEL CAMBER(ED) N.S. NEAR SDE COMPONENT/CLADDING WIND PRESSURE: P(C)=25 PP RESTORING,PERE REQUIRED.SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT SHRINKAGE IN WOO)FRAMING IS DUE TO Loss OF MOISTURE CONTENT AND TO , COMPRESSION OF ASSDLUES OF WOOD COMPONENTS. PLUMBING,ELECTRICAL.AND 1 ,...,019 PROPOSED RESHORING PLANS TO THE ENGINEER OF RECORD FOR REVIEW. (3)803&(1) 01.. CANT. CANRIEVER(ED) N.T.S. NOT TO S/AI F MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT 4,1 SO-1 er'Agri,r• S.> E. CF CUBIC FOOT N.W.C.NCRIAAL WEIGHT CONCRETE EARTHQUAKE DE904 DATA-. 708 MI RNL POST ..r •a, TO ACCOMMODATE 1/4 INCH PER FLOOR HOOD SHRINKAGE.THE UP OF ram Din . %.` SELPIC BAPORTANCE FACTOR le=1.0 CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 INCH IF NOT (11P.) CAP. CAST IN RAW LUMETER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO . C.J. CONSTRUCTION JOINT 0.C. CR CENTER SPECTRAL RESPONSE ACCELERATIONS: Ss=1.004 SI=0.442 SPECIFIED BY THE ARCHITECT. CCL BELOW .. .,-.--=-_--.-----------. -_____- _-_-_-_-.-_ APPLICATOR OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHMNICAGE. CI. CENTER LINE 0.1). OUTRIDE DIAMETER RTE CLASS: STE CLASS D EF__ 2 jil-i _ CIL. CEIUNG OF. OUTSIDE FACE SPECTRAL RESPONSE COEFFICIENTS: SDS=0.735 SO1=0.46 III 1111111111111111111 CAR CLEAR am. oPPosa HAND SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY 0 41' COL COLUMN ORG. OPENING BASC FORCE RESISTING SYSTEM BEARING WALL SYSTEM 0616*WOOD SHEARING44 CONC. CONCRETE OPP. OPPOSE DESIGN BASE SHEAR Cs 0.120 W= STRUCTURAL WOOD SHEATHING PANELS SHALL HAW APA GRADE TRADEMARK OF THE 4,.„.,,,(111 111 03100 RENFCRONG STEEL CONN CONNECTION ORNT. ORIENTATEOON) RESPONSE MODIFICATION FACTOR R=6.5 RIGHT-FRAME WALLS) AMERICAN PLYWOOD ASSOCIATION NOW SHEATMNG PANELS SHALL BE C-0 INT APA REINFORCING STEEL DETAILING,FABRICATION.AND PLACEMENT SHALL BE PER ACI COAST. CONSTRUCTION OSB ORIENTED STRAND BOARD ANALYSIS PROCEDURE: EWA/ALERT LATERAL FORCE 318-05.REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: WITH EXTERIOR GLUE(COD).ORIENTED STRAND BOARD(OSB)PANELS SHALL BE 3 ql1=11 1 . 3 CONT. CONTINUOS OWL OPEN WEB LIST EXPOSURE 1.PANELS SHALL HAVE THE FOLLOWING THICKNESS,SPAN RATING,AND SO-1 Mt SD-I CITECOUNTERSNX 013011 GEOTECHNICAL/FORMATION FASTENING UNLESS NOTED OTHERWISE PER FLUE CIT. CENTER(ED) PAR. PARALLEL EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICAL ASIA1 A-615 DEFORMED BARS GRADE 40(4=40 KS)FOR 13 BARS ONLY EDGE nao CT CUBIC YARD P/C PRECAST ENONEERING RECOMMENDATIONS. ALL FOUNDATIONS ARE TO BE FOUNDED ON ASTIA A-615 DEFORMED BARS GRADE 60(4=60 KS)FOR 04 BARS AND LARGER NAILS NAILS PEN PANEL EDP NAIL COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENPO • ASTM A-706 DEFORMED BARS GRADE 60 0)=60 KSI)FOR ALL WELDABLE BARS ROOF: 7/16"40/20 C-D MA COX TAG Ed AT 6' BA AT 12' 2,0 0 16-0C d PENNY(NAJLS) PERP. PERPENDICULAR GEOTECHNICAL ENGINEER. ASTL1 A-185 5810001 BAR(N=60 KS)FOR HEWED WIRE FABRIC FLOOR:3/4"APA RATED STURD-I-FLOOR OP 40/20 TAG 101 AT 6" 104 AT 12' DECK FRAMING08 DROPPED BEAM PL PLATE SHEARWALL:7/16"C-0 RI/EXTERIORGLUE SEE SCHEDULE SHEET STA 1 DBA DEFORMED BAR ANCHORS PI- PROPERTY UNE CONVENTIONAL FOUNDATIONS HAVE BEEN DESGNED 11115 ONE FOLLOWING PARAMETERS: REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 W1.40111.4 MELDED EIRE FABRIC OR LEDGER L, DITL DOLIDE PEN ELAN ALLOWABLE BEARING PRESSURE 2000 PORFIBER MESH UNLESS NOTED OTHERWISE.PROVIDE LAP SAUCES PER ME LAP SPLICE ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAN s-2 DCW DEMAND CRITICAL VELD PLEB& PLUMBING ACTIVE EARTH PRESSURE(WILDING) 35 PCF SCHEDULE ON SHEET 00.0.REINFORONG STEEL AT ALL WALLS,SLABS,AND FOOTINGS PERPENDICULAR TO SUPPORTS MD N A STAGGERED PATTERN UNLESS NOM OTHERWISE DEPT. DEPARTMENT PCAVEL PLYWOOD ACTVE EARTH PRESSURE(AT-REST) 50 PCF SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. PER PLAN.BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT IS OCT. DETAIL PSE POUNDS PER SQUARE FOOT PASSE EARTH PRESSURE 350 PCF BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN.SHEARWALL 9-EATHING SHALL BE S r, DE DOUGLAS FIR PS POUNDS PER SOUARE INCH COEFFICIENT OF FRICTION 0.35 COVER REQUIREMENTS SHALL BE AS FOU.OWS UNLESS NOTED OTHERWISE: BLOCKED AT Al].EDGES HAM 20 CR 30 FRAMING PER SHEARWALL SCHEDULE °Z OA. DIAMETER P.T. PRESERVATIVE TREATED SOIL PROFILE RITE CLASS 0 g CONCRETE CAST AGAINST EARTH SCALE 1/4'=1,0" WAG. DIAGONAL PT POST TENSION(EO) 6 DIAPH. DIAPHRAGM ALL FOUNDATION INSTALLATIONS ARE SUB.ECT TO APPROVAL OF ME LOCAL BUILDING ALL BAR SIZES 3" 0 DIE DIMENSION QTY. WANLY INSPECTOR OR A UCENSED GEOTECHNICAL ENGINEER. FORTED SURFACE EXPOSED TO EARTH OR WEATHER 1 DECK FRAMING PLAN :-... 2 __ DN. DOWN 15 AND SMALLER 11/2" 1/0. DITTO(REPEAT) R. RADIUS 01401 NOWECTIONS APO SPECIAL PLEPECTIONS .. a cc DP. DEP RAD. RADIUS THE CONTRACTOR SHALL BE RESRANSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE F,4, tj SEE ARCHITECTURAL MANUFACTINTED RAIL MEM AND CONNECTION SEE ARDIECTURAL MANUFACTURED RA/SYSTEM AND CONNECTER D.S. DRAG STRUT RE REFERENCE BY 540 LOCAL BUILDING DEPARTMENT. PRIOR TO CONCRETE PLACEMENT.REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT E tti FOR ALL FLASHING DE9G1 BY OTHERS-DEFERRED SUBMITTAL FOR ALL FLASHING DESIGN BY OTHERS-DEFERRED SUBMITTAL REF. REFERENCE AS NOTED IN THE DESIGN DRAWINGS.%EWING OF REINFORCING STEEL POLL NOT BE --(I` DWG. DRAMEGN) DETAILS ENGINEER CF RECORD TO RENEW RAIL ‘141- DETAILS ENGINEER OF RECORD TO RENEW RAIL ' MI PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOW RONF. REINFORCDAENTONG) SPECIAL INSPECTIONS ARE NOT REQUIRED FOR GROUP R-3 OCCUPANCIES UNLESS CONECTION RR RIM CONSTRUCTION I i CONNECTION FCR RNA CONSTRUCTION DEL DONELLS) ON THE DESIGN DRAWINGS. S• , RED. REQUIRED OTHERWISE REQUIRED BY THE BUILDING OFFICIAL. OMPAIAINUTY. \ ii, COMPATASIUTY. R.F. ROD FRAME 'g ,75 'S (0) EXISTING RD. ROUGH OPENING 014011 STRUCTURAL OBSERVATION I PER FLAN EA. EACH IRS 010101 SAWN STRUCTURAL OBSERVATION IS NOT REQUIRED. 06071:PRESERVATIVE TREATED 1100:0 PRODUCTS t,A - P.1.1X6 081139181081139181 BRACE I ' 0 PRESERVATIVE TREATED MOOD SHALL BE REWIRED FOR ALL WOOD THAT FORMS THE W/(3)Id EA.GT. , SITX IA E.E. EACH END NOTE F DEW HARDWARE I I a ES. EACH FACE SOL SCHEDULE 00402.OUAUTT ASSARANCE REQUIREMENTS STRUCTURAL SUPPORT OF THE BUILDING.BALCONIES PORCHES.OR SIMILAR PERMANENT II BLKG 10 JOST LOCATED IN SECOND BAY Z 6 L..L EXPANSON JOINT SOL STRUCTURAL=POSTE MOOD THE OUAUTY ASSURANCE PLAN SHALL BE TO VERIFY THAT THE SPECIAL INSPECTIONS WILING APPURTUNENCES THAT ARE EXPOSED TO THE HEATHER WITHOUT ADEQUATE / BUGG TO BEAM PROWE 9.000110 BOTH EL ELEVATION SCHED. SCHEDULE NOTED IN SECTION 01400 AND THE STRUCTURAL OBSERVATION NOTED IN SECTION 01401 PROTECTION FROM A ROOF,EME,OVERHANG OR OTHER COVERING TO PREVENT 1., BATS 'HT ELEV. ELEVATOR SHT. SHEET HAVE BEEN COMPLETED AND THAT SUPPORTING DOCUMENTAION NOTED IN SUCH SECTIONS MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMEERS. .--Ili-M.0 3_ 'I' EMIL. ETABEDNEND SM. SIMILAR HAS BEEN PROVIDED. a,.=...10,__ EN EDGE NAIL S.1 SHRINKAGE CONTROL JOINT ALL WOOD INSTALLED ABOVE GROUND ABS RESTING ON AN EXTERIOR CONCRETE OR .0. kia,--a- v;:,,,!,.. .-aws WirittvtA i ENG. ENGINEER SKY/. SCENTED) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR STRUCTURES OF UGHT WOOD FRAMING MASONRY FOUNDATION WALL LESS TIAN 8 INCHES FROM EXPOSED EARTH. _ T1 rM5Cili7--,11/1117ii.1 EQ. EQUAL 0.0.G. SLAB ON GRADE INIM DESIGN SPECTRAL RESPONSE AT SHORT PERILS.Sds,NOT EXCEEDING 1150g. 11,-.71•11, IN .- (OPT. EQUIPMENT SPC. SPACE(S)ONG) POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A ' E.W. EACH WAY '; As)BLOCIONG 4k.\\ C4 DR EXPANSCN SPEC. SPECIFICATION(S) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR WINO EXPOSURE B PERE BASIC WIND CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH.EXCEPT; ,TT2Z PER PLAN arm PER PLAN r-...1 DST. DOSING SO. SQUARE SPEED IS LESS THAN 120 MPH. g •1•=4 EXT. EXTERIOR STD. STANDARD I. IF LOCATED IN BAKMENTS ON A CONCRETE PIER OR METAL PEDESTAL 1 INCH 2)0.228"DIA,Ledg&Lee TRW RE:ARCH. STGR STAGGER SUMMARY:A QUALITY ASSURANCE PLAN IS NOT REQUIRED BY CODE FOR THIS ABOVE THE BLAB AND SEPARATED THEREFROM BY AN IMPERNOUS MOISTURE ADDERS W/r TIN M cd PENETRATION TO RIM AT MIS PER PLAN BUGG W/A34 EA. +.4 FAB. FABRICATION STIFF. STIFFENER(S) STRUCTURE. BARRIER. I 16"QC.STAGGERED WE EA.END FB FLUSH BEAM STIR STIRRUP(S) CD EON. FOUNDATION STL. STEEL 2. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE • nom n a) L PER PLAN II swoRL POST TO MATCH F.E. FINISH FLOOR STRUTS STRUCTURAL 017005 EXECUTION REQUIREMENTS BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PIER OR PEDESTAL MORE WTI BEMI FN. FINISHED) STRUCT. STRUCTURAL INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REQUIRE.°PER ALL LOCAL THAN 8 NOES FROM EXPOSED GROUND AND SEPARATED THEREFROM BY AN "IIADE DTT2Z AM.AT NOTE BEAM TO POST W/PC CODES. IMPERVIOUS MOSTURE BARRIER 16 FEET WC QC ledgerlot Fasteners WI II POST CAP FISUP. SUSPENDED(TION) ASSY.RIM 4 be perICC ES12-1078 FLR. FLOOR SYRIA SYMMETRICAL F 7 EET 0 EACH END OF :i EN FIELD(FACE)NAIL 020012 STE CONSTRUCTION I SLEEPERS AND SILLS ON A CONCRETE SLAB ON GRADE THAT DOES NOT HAVE MI DECK MPERV1OUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH. 5 F.O. FINISHED OPENING T. TOP All STE CONSTRUCTION SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING SCALE:3/4"=1,0" Mill SCALE 3/4'=1,0" F.O.C. FAP OF CONCRETE T.W. TOP AND BOTTOM RECOMMENDATIONS AS NOTED IN THE GEOTECHNICAL ENGINEERING REPORT(SEE SECTION 4. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR C4I SCAM. FACE OF MASONRY TEMP. TEMPORARY 01300)AND IN SUBSEQUENT DIRECTIVES. CONCRETE CR MASONRY WALLS BELOW GRADE. F.O.S. FACE OF STUD LW. TONGUE AND GROOVE 2 TYPICAL DECK IETAILS 3 TYPICAL DECK DETAILS F.O.W. FACE OF WALL MK THICK(NESS) 022E41 EXCAVATION SUPPORT AND PROTECTION CI) FRILL FRAMEONG) THRD. THREADED EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS'ASSOCIATION CD P.S. FAR SIDE IN TOE NAIL MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER-EXCAVATED (AWPA)SPECIFICATION C2 AND C9 OR APPIJCABLE STANDARDS. POST BRACITG FOR NOTE PRONIDE +.) FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(BLAB) AREAS SHALL BE BACKFILLED NITH LEAN CONCRETE OR PER=TECHNICAL POSTS ELIDING 7 BRACE IN 940 LEE RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. ALL FASTENERS NAILS,BOLTS,ANCHOR BOLTS.PLATES,HANGERS.ETC.)IN CONTACT FRITH FIRE RETARDANT WOW 1000 TAW. TOP OF WALL FEET TAU sir DIA SN 1/2"LAG BOLT AT EMI POST 0 FTG. FOOTING TRANSV. TRANSVERSE WITH TREATED LUMBER SHALL BE CORROSION RESISTANT 0-185 HOT DIPPED GALVATAZED U 1.0.0.. TOP OF STEEL EXCAVATOR SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE UNITS PER ASTM A153 OR STAINLESS STEEL. (P129110-(TIP) CONDOM N-1 GA, GAUGE TIP. TYPICAL SPECIFIED BY LOCAL STATE.AND NATIONAL SAFETY REGULATIONS 453 ERACE(TIP)-PO 2. H-1 rn ME PRAM AT END POSTS GALT. CALVANIZEN) r= 74' 4 G8. GRADE BEM U.N.O. UNLESS NO OTHERWISE INSTALLATION OF CONSTRUCTION 9100010.IF REQUIRED.SHALL BE PER THE 51130900(00110 PER FR NOTES.AND SPECIFICATIONS. GIB WE LAMINATED BEAM U/S UNDERSIDE CD ARP. 4=4.... 0 080. GRADE 1:6)0*MGR FRAM GTO GYPSUM WALLBOARD V. VERTICAL SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU NCLI13) 22 BUM CI) ,-„,CL) Z GIP. GWORETE WRY. VERTICAL "GRADING AND DRESSING RULES'NO.17 LATEST EDITOR SAWN LUMBER SHALL BE SAS WF VERIFY IN FIELD AND SURFACED DRIED,19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER a..) ,.- 1-4 0)H. HORIZONTAL FROM WEATHER AND PROVIDE FURTHER DRYNG OF APENIED FRAMING TO MINIMIZE WO4r1(iirMPM 1112117t I "0 •,-. HD HOLDONNI TE 111DEND111) ROOD SHRINKAGE POTENTIAL ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT WITH C.) HAG. HOT DIPPED GALVANIZED W/ MTH CONCRETE OR MASONRY PALL BE PRESERVATIVE TREATED 0±10.PER PLAN. LUMBER .-.1 0 0 NOR HEADER W/0 WITHOUT SPECIES,GRADE AND PROPERTIES FOR EACH USEAOCADON SHALL BE AS FOLLOWS I CZt a:i Ha HER HANGER VO. VOW UNTIL PER PLAN/SCHEDULE: MIN Mir MIME 1 CD ,-, a.) E MORI. HORIZONTAL W.H.S. WELDED HEADED STUDS Fb Fr Flo Fc E HORIZ. HORIZONTAL W.P. WORK POINT DOE/LOCATION SPECIES GRADE (Ps)(Ps) (Ps) (Ps)(Ps) II rillp 10/7: ••-.i 0 o TR HEADER HAS WELDED STUD LISTS PT 20•12 STRINGERS H.S.B. HIGH STRENGTH BOLT 2/2. WEIGHT DC.3X HEM-FIR NO.2 850 150 405 1300 1.3E6 AT 1/3'ALC MAX HT. HEIGHT W.W.F. WELDED WIRE FABRIC -.74 Nh r LSC STRINGER TORN W. INSIDE DIAMETER 0-57G EXTRA STRONG LEDGERS 0 a., LE. INVERT ELEVATION XX-SIG DOUBLE EXTRA STRONG TA,30 DOUGLAS FIR-LARCH NO.2 900 180 625 1350 1.6E6 5/EG DIA LAG BOLT CR IF. INSIDE FACE 4X DOUGLAS FIR-LARCH NO.1 1000 180 625 1500 1.7E6 --1. 5/EG IHRU BOLT(CURSOR ro YARD &T.POST PIN PLAN BEAMS AND POSTS (MAX.11E1010=10,01 STRINGER TO DECK 4X DOUGLAS FIR-LARCH NO.2 900 180 625 1350 1.6E6 NIS 3/4"=.1,111' TALL POST BRACING 5X DOUGLAS FIR-LARCH NO.1 1209 170 625 1000 1.6E6 SI)...1 4 NOT USED 5 TYPICAL DECK DETAILS I