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Plans MILBRANDT ARCHITECTS B U I I e t 1 n 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 I/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 OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved: -- F) j OTC: [ j Permit#: rns-+c o 16,- oo& 1 I Address: J 7O .s v z T �5 Suite#: By: Date: -as- LC REVISION Distribution: From: David Burnett Polygon Northwest Attn: Chris Walther Phone: (360)695-7700 J . REVISION OFFICECCITIY BUILDING PAPER * PRE-FLASHING, EXTEND 6" ABOVE LEDGER, MIN. METAL Z-FLASHING TYPE B 4 SEE DETAIL 19/15 SPACED DECKING Ji17i--11-- i1/f i P.T. 2x JOISTS - - SEE STRUC. FOR CONNECTION DETAILS P.T. 2x LEDGER 1 P.T. PLYWOOD FUR STRIPS Y" x 1 "-2" Al EVERY LAG. TYPE A FLASHING I\ SEE DETAIL 19/15 1 PRE-FLASHING, EXTEND 2" BELOW LEDGER, MIN. I SIDING BUILDING PAPER OR PRE-FLASHING; EXTEND TO ABOVE DECK-TO-WALL FLASHING DECK TO WALL FLASHING 0 SPACED DECKING 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 ETIN 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. CT ENGINEERING 1 N C 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. <(, 0,0 Ni �� C •: 6 14 fi ^' !REG�iNA� ` A,17 22 . L3<c<c lFST Do 08/17/2016 CALL WITH ANY QUESTIONS Issued by: Arnold R. Solomon Date: Auq. 17.2016 Distribution: Contact Information: Chris Walther Polygon Northwest Company • Anqela 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 AtST)-,ac - UU.LJ! • i 1 • RECr hYSe5ai4ba 1111 5 � s ' \� 2AUG 22 '16 T, fAr'k L.) Milbroicit 1 Architect, �5t! qy a , d& o03ii III III h ox II I '01)F vS / smoninsi-e>_eueIGIC�0 AUG n UrInorm �N� C _irmizmi— KIRKLAN WA. f ..fe OF 'tit‘ mo lonirm MINI MI ila=rinzC I-I NM MIIIMIlli 1M MI 111 II.MIIIIIIIN IIMIIMIIIIMN Ell11 NM INIMMIIIIMINImml=MI Millillim MI =.IMI IN DECK I-I I-I -I_� m isi O iiIIII11llhIIItIJIIIIItIIII '_ DOCK ,' DECK Ii i ai a IiIIIIIIIIIIIIIiI!IIIIIIIIIII o 74111111411 9 ,,,l-s; 03 '- DROPit I i II DISTANCE FOR DROP DISTANCE FOR FOOTINGS M SINGLE FAMILY DECK SIDE ELEVATION FOOTINGS f AND SINGLE FAMILY DECK REAR ELEVATION AND VERTICAL ENGTH OF DECK o s 1/4'=1'-0' VARIES. I/4"=1'-0" POSTS VARIES. SINGLE FAMILY DECK SIDE ELEVATION w - 1/4"=1,0" c asd W 06 . ' O n- W .°' c L1 g a Z.. 0 C I6-0" R 16--0" �. L MANUF.RAILING SYSTEM (3)2x8 P.7.& 0 s n r SURFACE OR FACE-ATTACHED (i)2x8 TRIM � a RAIL POST IT 8"x18"x10"FiC 4 4 P7 POST ® Decks SUPPORT PAST BELOW W/(2)4 EW�II15.YI.`22..I..�III•j AAC4_POST_CAP_E__•I 44 SPACm DECKING '��I ei- DTT2Z DECK ABOVE `I JiIigiuffli I ' III ECK14 T.M8 TRIM 2x8P & 0. (1)2x8 TRIM Q``W E P.T.7x6 ^ V P.T.2x LEDGER DIAGONAL © .1. BRACE,TYR Cla1 SINGLE FAMILY DECK FLOOR PLAN SINGLE FAMILY DECK FRAMING PLAN r 1/41-1,17al LL Q 0) Z W 0) ^ co Y V) a lob No.: 12-11 0. Sheer No., Al Sheer Order: A S D I m 1 ABBREVIATIONS 2 STRUCTURAL NOTES & AND IN. INCITE($) 01004 GENERAL REQUIREMENTS LOCO)CONCRETE O AT INFO. NOAC(S)ION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS ANY CONCRETECONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE FRAMINGTORS.ACCESSORIES.AND FASTENERS AS NOTED IN THE PLANS AND NOTES 4 ROUGH FRAMING NAILING SCHEDULE a FEET(FO07) INT. INTERIOR DISCREPANCY FOUND BETWEEN THE[RATINGS NOTES SPECIFICATIONS.STE CONDITIONS STANDARD ACI 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 WHO SHALL MAY BE USED WITH PRIOR APPROVAL BY ENONEER OF RECORD.INSTALL AU.HARDWARE TOM FIRMING WNJIG SQFIY.F(II LEU OF HBC TARE 270L41) mm ► POUND(S),NUMBER JOT. 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'SPEOTGTIONS WHERE STRAPS CONNECT TWO MEMBERS 3 = EQUAL(S) IT. JOINT THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RIS(. REFER TO APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH ACI 310-05 SECTION TOGETHER,PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER,PROVIDE CONNECTION FASTENING ol / PER ARCHITECTURAL PLANS FOR OPENINGS ARCHITECTURAL TREATMENTS.AND DIMENSIONS 16.CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING SOLID BLOCKING AT ALL BEARING POINTS.SEE SECTION 06071 FOR FASTENER 1.DOST TO SILL OR ORDER (3)5131'U 2S METALS K KIPS(1500) NOT SHOWN.CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC NOT SHOWN. ADMIXTURE CONFORMING TO IBC SECTOR 1904.2.THE USE OF WATER SOLUBLE CHLORIDE REQUIREMENTS AT TREATED LUMBER TYPICAL NAILING NOT SHOWN PER PLAN,DETAIL,OR 2.BRIDGING TO LIST (3)0.13'x 2.5'TOENALS EA.END U A.B. ANCHOR BOLT ION SHALL NOT BE USED. SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IBC TABLE 2304,9.1 d2 TO 3.IX6 OR LESS SUBFlR TO ISL (2)5131 X 2.5'FACE HAIL Z m ABV. ABOVE TAT. LATERAL THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REWIRED FOR TEMPORARY THE FASTENING SCHEDULE ON SHEET 51.1. .. ADO. ADDITIONAL LB. POUND(S) CONSTRUCTOR LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL 4.MIODt THAN 1X6 SWEAR.TO JST.(3)0.131'%25'FACE NAIL +� ADL ADJACENT La 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 DIMENSIONS ARE AS T R SUBSTOED TO 5L/GIRDER I)(2ND x 2S'3.2Al12D k FACE NM ALUM. ALUMINUM LG LENG(INDINAI) PROPERLY SUPPORTED. CONFORMANCE TO INC SECTIONS 1904 MD 1905. FOLLOWS 12RY JOIST TO NOP PLATE (1)5148X125' i 12'QC TWIRL m m ALT. ALTERNATE LOTH. LENGTH24$IIT-UP ORDERS AND BENZ (1)D148'X 3.25'AT 12'EA.EDLP STAGGERED G APPRX APPROXIMATELY) LOAF LGHT GAUGE METAL FRAMING THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATOR OF ALL WORK THE CONCRETE AIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: NAIL SIZE DIAMETER LENGTH T.HO m ARCH. ARCH ITECT(URAL) LLH LONG LEG HORIZONTAL -CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, 8a 0.131' 2.5' ASSY ASSEMBLY LLV LONG LEG VERTICAL SHORING ANO OTHER WORK WITH ALL UTIUTES AND ADJACENT PROPERTIES CALL THE 28 DAY MAX MAX AIR SPECIAL LOCATION 10d 0.148, 10' W m B. BOTTOM LSH LONG MOOTED HOLE(S) USUTY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-332-2344. STRENGTH W/C SAW ENTRAINMENT INSPECTION AND N 0 BEL BELOW LL WT. LIGHT WEIGHT fc(FSI) RATIO INCHES (PERCENT) 12d 0.148' 125' cV BEN BOUNDARY EDGE NAILING LW. LIGHT WEIGHT ) REWIRED APPUGTIOM ifid 0.162' 3.5' •IX BF. BRACED FRAME 01104 CODE REOI111REILIEIITS BLDG. BULLING MAS. MASONRY ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2014 ORSC(2014 OREGON 2500 0.45 411 031 NO FOOTINGS UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS,ANCHOR BOTS AT W m BILK. BLOCK MASH MASONRY STRUCTURAL SPECIALTY CODE)AS ADOPTED BY WASHINGTON COUNTY,OREGON. 3000 0.45 431 531 NO EXTERIOR SLAB ON GRADE SILL PLATES SHALL BE 5/8'DIAMETER WITH Y MINIMUM EMBEDMENT INTO CONCRETE •-•DRIVEWAYS,CURBS WALKWAYS PATIOS PORCHES.STEPS EXPOSED TO AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM O w7 BEDS BLOCKING MAL MATERIAL MOO OEDOL LOADS WEATHER AND GARAGE FLOOD BCW. BELOW MAX MAXIMUM LIVE LOADS 2500 0.50 531 031 NO ALL OTHER CONCRETE OF TWO BOLTS PER SILL PIECE MTH ONE BOLT LOCATED NOT MORE THAN RTNOR LESS BI. BEAM M.B. MACHINE BOLTTHAN 4S FROM EACH END OF THE PIECE. A 3'X3"%0.229'PLATE WASHER SHALL BE u BTU BRICK MASONRY UNIT MBAR METAL BUILDING MANUFACTURER DECK( � 25 PSFU-. DEM(LIVE) 40 PSE ONE COMPRESSOR TEST MINIMUM SHALL BE COMPILED FOR EVERY 150 CUBIC YARDS OR FRONDED FOR ALL ANCHOR BOLTS(DO NOT COUNTER-SINK PLATE WASHERS). A 13/16' `Z N • BN BOUNDARY NANNG MECH. MECHANICAL 5000 SQUARE FEET IT SURFACE AREA FOR EACH TAX DESIGNRSPUCIED EACH DAY.A X I 3/4'DIAGONAL MOOTED HOLE IN THE r X 3'PLATE WASHER Q ALLOWED WITH A BNORY. BOUNDARY MEL MASONRY EXPANSION JOINT SNOW LOAD DESIGN DATA- TEST SHALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MADE FROM THE SAME STANDARD CUT WASHER tom N B.O. BOTTOM OF AEZZ. MEZZANINE SAMPLE AND TESTED AT THE SPECIFIED AGE ADDITIONAL MURDERS MAY BE MADE FOR B.O.E BOTTOM O EXCAVATION MFR MANUFACTURER REN Pg=20 PSI',PI=14 PSE,Ce=1.a U=1.0,CL=1.0, INFORMATION REGARDING POST TENSIONING FORM REMOVAL,STRENGTH DEVELOPMENT,OR B.O.F. BOTTOM O POUTING MIN. MINIMI PURPOSES.OTHEPURPOSES.CONCRETECCRETE SHALL BE ACCEPTABLE IF: 0610.1 JOIST AID YEAR HANGERS BRDG BRIO(E(ING) 11ISC MISCELLANEOUS WIND DESIGN DATA(UPLIFT): 1.NO TEST FALLS 500 PSI BELOW THE SPECIFIED STRENGTH JOIST AND BENT HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY BRG BEARING MTI- METAL BASIC WIND SPEED: 120 MPH(ULT.)93 MPH(AS)) 2.THE AVERAGE OF ALL SETS OF 3 CONSECUTIVE TESTS DOES NOT FALL SIMPSON BTRONG-TE.EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY ' U BTM. BOTTOM WIND IMPORTANCE FACTOR: Is=1.0 BELOW THE SPECIFIED STRENGTH, ENGINEER ffRECORD.JOIST AND BEAM HANGERS SHALL BE PER PANS OR DETAILS. BTWN. BETWEEN (N) NEW MIND EXPOSURE: EXPOSURE B N.LR. NON-LOAD BEARING TOPOGRAPHICAL FACTOR =1_p CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER TESTING AT NO ADDITIONAL EXPENSE TO THE OMNER. C CAMBER NO. NUMBER INTERNAL PRESSURE COEFFICIENT: GOAT=+/-0.18 06104:SFNMIAGE OF ROOD FRAYING ^' CAME CAMBER(ED) N.S NEAR SIDE COMPONENT/CLADDING MIND PRESSURE: P(C)=25 PSE RESHORING,WHERE REQUIRED,SHALL CONFORM TO AC 301 SECTION 4.6. SUBMIT SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO CANT. CANTILEVER(m) N.T.S. NOT TO SCALE PROPOSED RESTORING PLANS TO THE ENGINEER OF RECORD FOR RENEW. COMPRESSION OF ASSEIMBIJES O WOOD COMPONENTS. PLUMBING,ELECTRICAL,AND 2 ^ CF CUBIC FOOT N.WCNOFRMAL WEIGHT CONCRETE EARTHQUAKE DESIGN DATA MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL RE DESIGNEE)AND BUILT r1. SD-T (� A(1) 'C .� CAP. CAST IN PLACE SE19AIC IMPORTANCE FACTOR le=1.0 CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 INCH IF NOT TO 1/4 INCH PER FLOOR YVW SHRINKAGE.THE USE OF KILN DRIED 7�, 2X8 TRIM ;V� RM POST 1,40,:„.07/...., S� C.J. CONSTRUCTION DONT 5.5 ON CENTER SPECTRAL RESPONSE ACCELFRATIOMS Ss=1.004 51=0.442 SPECIFIED BY THE ARCHITECT. LUMBER ANDACCOMMODATE1 PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO "P M1 (TIP.) v 1 t ✓�M LL CENTER LINE O.D. OUTSIDE DIAMETER SIE C1A59 SITE CLASS D APPLICATION OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. COL SOW • _ O o TLC CEUNL O.F. OUTSIDE FACE SPECTRAL RESPONSE LOFFlCIENIS SOS=0.735 501=0.46 � I OZ m /w y CIR CLEAR O.H. OPPOSITE HAND SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D COL COLUMN OPNG. OPENING BASIC FARCE RESISTING SraRR BEARING WALL SYSTEM IIS O CWC. CONCRETE DPP. OPPOSITE DESIGN BASE SHEAR: Co=0.120 W 06160:MOOD SCARING /21 1II, 4.B �, .,Td�f,� (��� CONI CONNECTION ORNT. ORIEN7AlE(IW) RESPONSE MODIFICATION FACTOR: R=6.5(LIGHT-FRAME WALLS) 03104 IEM(OTCIMG STEEL STRUCTURAL MOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK-DOF THE CWS7. CONSTRUCTION C® ORIENTED STRAND BOARD ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE REINFORCING STEEL DETAUNG FABRICATION,AND PLACEMENT SHALL BE PER ACI AMERICAN PLYWOOD ASSOCIATION.WOOD SHEATHING PANELS SHALL BE C-D NT APA , eg 111111 ti` 3 S93 (- CONN. CONTINUOS O.W.L OPEN WEB JOIST 318-05.REINFORCING STEEL SHALL MEET THE FO.OWING REQUIREMENTS WITH EXTERIOR GIDE(CDX).°RENTED STRAND BOARS(DM)PANELS SHALL BE 3 CTSK. COUNTERSINK 01301:GEOTECHNICAL IFORYAIgp EXPOSURE 1.PANELS SHALL HAVE THE FOLLOWING THICKNESS SPAN RATING,AND CTR. CENTER(E0) PAR. PARALLEL EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICAL ASTIR A-615 DEFORMED BARS GRADE 40(4=40 KSI)FOR/3 BARS ONLY FASTENING UNLESS NOTED OTHERWISE PER PLAN: SO-1 I IIII" 9)-I CY CUBIC YARD P/C PRECAST ENGINEERING RECOMMENDATIONS ALL FOUNDATIONS ARE TO BE FOUNDED ON ASTM A-615 DEFORMED BMS GRADE 60(f p60 KN)FOR j4 BARS AND LARGER EDGE Fl LS y PEN PANEL EDGE NAIL COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED ASTM A-706 DEFORMED BARS GRADE 60(4=60 KSI)FOR ALL WELDABLE BARS NAILS NAILS d PENNY(NAILS) PERP. PERPENDICULAR GEOTECHNICAL ENGINEER ASTM A-185 SMOOTH BM(1=60 KSI)FOR MELDED WIRE FABRIC ROOF: 7/ifi'40/20 C-0 APA COX TkG 84 AT 6' 80 AT 12' 2r8 O 16'OC ¢ +^n v r DB DROPPED BEAM PL PLATEFLOOR:3/4'APA RATED STURD-I-FLOOR OSB 40/20 TED 10d AT 6' 10d AT 12' DECK SING i LINE CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS REINFORCING FOR SAGS ON GRADE SHALL RE 6%6 W1.4XW1.4 WELDED WIRE FABRIC OR SIHEMWALL:7/16'C-D W/EXIERIOt GLUE SEE SCHEDULE SHEET 51.1o DBA DEFORMED BM ANCHORS PL PLATEo p DBL DOUBLE PLN PLAN ALLOWABLE BEARING PRESSURE 2000 PS" FIBER MESH UNLESS NOTED OTHERWISE.PROVIDE LAP SAUCES PER THE LAP SPLICE _ ImGpR K DCW DEMAND CRITICAL MELD PBG. PLUMBING ACTIVE EARTH PRESSURE(YEIUHNG) 35 PCF - SCHEDULE ON SHEET 56.0.REINFORCING STEEL AT ALL WALLS SLABS,AND FOOTINGS AUROOF AND ROM SIEATIHING PANELS SHALL BE INSTALLED FACE GRAIN u a LM SE DEPT. DEPARTMENT PLYW0. PLYWOOD ACTIVE EARTH PRESSURE(AT-REST) 50 PCF SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED, PERPENDICULAR BLOCKING TO SUPPORTSATIN AND N A STAGGERED PATTERN UNLESS NOTED OTIRERWIT SET. DETAIL PSF POUNDS PER SQUARE FOOT PASSIVE EARTH PRESSURE 350 PCF PER PLAN. AT INTERMEDIATE ROAR AND ROOF SHEATHING JOINTS SHALL NOT OF DOUGLAS FIR PSI POUNDS PER SQUARE INCH COEFFICIENT 6 FRICTION 0.35 COVER REOOREYENTS SHALL BE AS FOLLOWS UNLESS NOTED UTHERYASE BE REWIRED UNLESS NOTED OTHERWISE PER PUN,SHEARWALL SHEATHING SHALL BE n DIA DIAMETER P.T. PRESERVATIVE TREATED SOL PROFILE SITE CLASS D BLOCKED AT ALL EDGES WITH ZX OR 3X FRAMING PER 41EARWALL SCHEDULE MAG. DIAGONAL PT POST TEN9W(ED) CONCRETE CAST AGAINST EARTH 3' SCALE 1/4'=1'-0' 3 DISPEL DIAPHRAGM ALL FOUNDATION INSTALLATIONS ARE SUB.ECT TO APPROVAL OF THE LOCAL BUILDING ALL BAR SIZES z DIM. DIMENSION DIY. QUANlltt INSPECTOR OR A LICENSED GEOTECHNICAL ENGINEER. FORMED SURFACE EXPOSED TO EARTH OR WEATHER 1 DECK FRAMING PLAN s s CIN. DOWN D.O. DITTO(REPEAT) R. RADIUS 01400:INSPECIIOIS AND SPECIAL NSPECROMS /5 AND SMALLER rn 1 1/2' DP. DEEP RAD. RADIUS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED REINFORCING STEEL SHALL BE ACCURATELY PLACED ANO ADEQUATELY SECURED IN PLACE z - 5.S DRAG STRUT REFERENCE BY THE LOCAL BUILDING DEPARTMENT. PRIOR TO CONCRETE PLACEMENT.REINFORCING STEEL SHALL NOT RE FIELD BENT EXCEPT AE ARCHITECTURAL YANLFACIUIB'D RAIL SISTER AND CONNECTION SEE ARLBTECNRAL MANUFACTIAEO RAI SYSTEM MO CONNECTION 15 v DWG ORAWIN 5 REF. REFERENCE O() AS MITNOEO IN THE DESIGN DRAWINGS.WELDING OF REINFORCING STEEL SHALL NOT BE FOR ALL FLASHING OE9(N BY OTHERS-DEFERRED RAIL AL FOR ALL FLASHING OSON BY OTHERS- REVIEW D SUBMITTAL Y,. E Gi OWL ppm S RONF. REINFORCLl1ENT(INC) PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTEDENGINEER OF RECORD TO RENEW RAW DETALS ENGINEER OF RECOD TO RENEW IRAs () REQ REWIRED SPECIAL INSPECTIONS ARE NOT REWIRED FOR GROUP R-3 OCCUPANCIES UNLESS DETAILS `((' ,,, OTHERWISE REWIRED BY THE BUILDING OFFICIAL ON THE DESIGN DRAWINGS CONNECTION FM ROI CO61RI1CIION CONNECTER FOR RIM CONSTRUCTION (E) DOSING R.F. Popp FRAME COMPATABWTY. ' COPATAOIIT. RO. ROUGH OPENING EA EACH 0140:STRUCTURAL OBSERVATION MISTS PER PLAN W v RS ROUGH SAWN 06071:PRESERVATIVE TREATED 1DCD PRODUCTS E.E. EACH END STRUCTURAL OBSERVATION E NOT REWIRED. E.F. EACH FACE PRESERVATIVE TREATED WOOD SHALL BE REWIRED FOR ALL WOW THAT FORMS THE P.T.1%6 DIAGONAL BRACE I 3 5131X3"NABS n i2 SOH, SCHEDULE STRUCTURAL SUPPORT OF THE BUILDING BALCONIES PORCHES.OR SIMILAR PERMANENT W/(3)Be EA JST. I ST TO BLEW NOTE:F DMZ HARDWARE Z H I E.J. EXPANSION JOINT Q402:OUALItt ASSURANCE REQUIREMENTS SE STRUCTURAL COMPOSITE WOOD BUILDING APPURTUNENCES THAT ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE Y; arc TO JOIST LOCATED IN SECOND BAT EL ELEVATION THE QUALITY ASSURANCE PLAN SHALL BE TO VERIFY THAT THE SPECIAL INSPECTIONS _ IN / arc TO JST BATS BLOODING BOTH SIGNED. SCHEDULE ELEV. ELEVATOR NOTED IN SECTION 01400 AND THE STRUCTURAL OBSERVATION NOTED IN SECTION 01401 PROTECTION FROM A ROOF,EAVE OVERHANG OR OTHER COVERING TO PREVENT SHT. SHEET _ _ •EF 14 EMB[. EMBED(MENT) SOL SIMILAR HAW BEEN COMPLETEDVIDED. AND THAT SUPPORTING DOWMENTAIOM NOTED IN SUCH SECTIONS MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS. -:,:o,�_ _ EN EDGE NAIL S.J. SHRINKAGE CONTROL DONT HAS BEEN PROVIDED. u( /1Huir 4�r •ii• r r•T$_ 'WW/• ir ENG ENGINEER ALL WOOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR • ' el""" 4 r'� `III'lll I ��e(Illllll E0. EQUAL N. WEAVED) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR STRUCTURES OF LIGHT WOOD FRAMING MASONRY FOUNDATION WALL LESS THAN 8 INCHES FROM EXPOSED EMTIi iJ��AiV � � ��j��e�"•• : �� �� �� ' EQPT. EQUIPMENT S.O.G. SLAB ON GRADE WITH DESIGN SPECTRAL RESPONSE AT SHORT PERIODS,Sd;NOT EXCEEDING 0.508 ` a+ti�t��� 71 r �:?j`R(il E.W. EACH WAY SPC. SPACE(S)(WC) POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A ry (w6' EXP. EXPANSION SPEC SPECIFlCATION(S) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR WIND EXPOSURE B WHERE BASIC WIND CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT MOH THE EMM EXCEPT; JOIST BLOODING �, EXST. EXITING SO. SQUARE SPEED IS LESS THAN 120 MPH. I TT2Z PER PLAN _ OIL'S PAN ^� EZL EXTERIOR SID. STANDARD 1. IF LOCATES IN BASEMENTS ON A CONCRETE FIER OR METAL PEDESTAL 1 INCH Cd STGR STAGGER SUMMARY:A QUAUTY ASSURANCE PLM IS NOT REQUIRED BY CODE FOR THIS ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE 2)5228'OA Leeq too TRW REARM. FAR FABRICATION STIFF. SRFFENER(S) STRUCTURE. BARRIER ASIENEIS W/2'MINL FENEARA710N TO RW Al JOISTS PER PLAN 9oEGEA/Erm FB RUST BEAM STIR STIRRUP(5) 16'0.G STAGGERED FON' FOUNDATION STI_ SIEEI. 2. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THECA. ^l F.F. FINISH FLOOR SHRUG STRUCTURAL 01204 EXECUTION REQUIREMENTS BUILDING PwPHERY AND SUPPORTED BY A CONCRETE PIER OR PEDESTAL MORE •T LEDGER t' SAPER PLAN M WO1OST TO MAT. CD FIN. FINISHED) STRUCT. STRUCTURAL INSTAEUTION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REQUIRED PER ALL LOCAL THAN 8 INDIES FROM EXPOSED GROUND AND SEPARATED THEREFROM BY AN Y BENT WON �\ FLEA FUME 5119'. SUSPENDEO(TIOM) CODES IMPERVIOUS MOISTURE BARRIER. i6FEET, MA a AT NOTE: Wy BFW TO POST W FI"�,1 FEB. FLOOR SYMM. SYMMETRICALLOCATE ASSY.WITI41 4 he per LK'CFESH-7shdl B Oa [OST CM IPC FN FIELD(FACE)NM. 02004 SITE CONSTRUCTER1 SLEEPERS AND SILLS ON A CONCRETE SUB OM GRADE THAT DOES NOT HAVE AN DECK CF EACH END CF F.D. FlNLWm OPENING T. TOP ALL SITE CONSTRUCTOR SHALL BE CONSISTENT MOH THE GEOTECHNICAL ENGINEERING IMPERVIOUS MOISTURE BARRIER SEPARATION NTH EXPOSE[EMM F.O.0 FACE OF CONCRETE TAB. TOP AND BOTTOM RECOMMENDATIONS AS NOTED IN THE GEOTECHNICAL ENGINEERING REPORT(SEE SECTION SCALE:3/4'=1'-0' SE, 3/4•=I-0' Cd F.0.M. FACE OF MASONRY CORP. TEMPORARY 0300)AND IN SUBSEQUENT ONECTIVES 4. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR O'EXTERIOR �V F.O.S. FACE OF WALL TAGDIE TONGUE AND GROOVE `° °�MASONRY WALLS EF1DW GRADE. 2 TYPICAL DECK DETAILS 3 TYPICAL DECK DETAILS F.SM. FACE OF WALL INK THICK(NESS) 022615 EXCAVATION SUPPORT AND PROlEC11011 COD FRH. FRAYE(ING) TARS. THREADED EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE PRESERVATRE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS'ASSOCIATION F.S. FM SOC TN TOE NAIL MATERIAL PER THE GEOTECHNICAL.ENGINEERING RECOMMENDATIONS OVER-EXCAVATED (AWPA)SPEOFlGTIW C2 AND CSI OR APPLICABLE STANDARDS. FT. FEET(F001) Las TOP O SHEATHING(SLAB) AREAS SHALL BE BACIOTLLED WITH LEAN CONCRETE OR PER GEOTECHNICAL ) POST BRACING FOR7 NOTE PRol10E -.4 )ROY FIRE RETARDANT TREATED MOCO LOW TOP O WALL RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE ALL FASTENERS(NAILS.BOLTS.ANCHOR BOLTS PLATES HANGERS,ETC.)IN CONTACT BRACE IN ONE SSI O FTG FOOTING 7RANSV, TRANSVERSE WITH TREATED LUMBER SHALL BE CORROSION RESISTANT G-185 HOT DIPPED GALVANIZED FEET TALL ( )X 6 ;LAG BOLT AT POST U T.O.S. TOP OF STEEL EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE UNITS PER ASTM A153 OR STAINLESS STEEL. GA GAUGE TRP. TYPICAL SPECIFIED BY LOCAL,STATE,AND NATIONAL SAFETY REGULATIONS a GALV. GRADE BE(0) BRACE4.08 )-OtLLY P-a GE ORALE BLEW U.N.O. UNLESS NOTED OTHERWISE INSTALLATION OF CONSTRUCTION 9HORNG IF REWIRED,SHALL BE PER THE SHORING GIB GLUE LAMINATED BEAM U/S UNDERSIDE DRAWINGS.NOTES AND SPECIFICATIONS ONE BRACE AT END POSTS to GRE GRADE GAB GYPSUM WALLBOARD V. VERTICAL 00104 ROUGH MAIM SNC PER ^ C� i GIP. GYPCIEIE VEIL VERTICAL SAWN LUMBER SHALL CONFORM TO VEST COAST LUMBER INSPECTION BUREAU(HQUB) U �-+ 0 V8 VERIFY IN FIELD ANT AND SIRES.G RULES'NO.17 LATEST EDITION. DAMN LUMBER SHALL BE SAS 5 BDG H. HORIZONTAL ANO SURFACED DRIED,19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER -� HD HODOYN W. WIDEWD7H) FROM KAMESHRINKAGE Wp"p ORDEPOTENTIAL FURTHER ERY OF TO WID FRAMING TO MINIMIZE �'�,'��T� I'I�`r,' I (/�� til HAG HOT[PFFD GALVANIZED W/ MOH WOOD SHRINKAGE POTENTIAL ALL LUMBER EXPOSED TO HEATHEN OR IN CONTACT WITH FSE HOE HEADER W/O WITHOUT CONCRETE E A MASONRY SHALL RE PRESERVATIVE UE TREATED 1.1.10.PERPLAN. LUMBER WM ® :/� HEAR HANGER IL. WOOD SPECIES GRADE,AND PROPERTIES FOR EACH USE/LOCATION SHALL BE AS FOLLOWS E HORZ HORIZONTAL W,N.S MELDED HEADED STUDS U.N.O.PER PLAN/SC EDULE HOME HORIZONTAL WP. MVPoE PONT Pb Fr F� Fc E HR HEADER W.D. WELDED STUD USE/LOCATIOM SPECIES GRADE (PS)(PSI) (PS) (PSI)(PSI) A�mirq I .rl C) H.SE MGT STRENGTH BOLT WE WEIGHT JOSE C C HL HEIGHT W.W.F. WELDED WIRE FABRIC 20,3X HEY-FIR N0.2 850 150 405 1300 1.3E6 PT 2X12 O W I.D. 9190E DIAMETER x-5TG EXTRA STRONG AT 18'0.0 MAX LE INVERT ELEVATION XO(-STC DOUBLE EXTRA STRONG LEDGERS 3 LSC STRINGER TO RIM O I.F. INSIDE FACE 2X 3X DOUGLAS FIR-LARCH Na 2 900 180 625 1350 1.6E6 n 5/8'AA LAG BOLT OR C� YD YARD 4X DOUGLAS RR-LURCH N0.I 1000 180 625 1500 1.7E6 5/6'BRIT BOT(C 5010) 11111• P.T.POST PER PLAN BEAMS AND POSTS (MAX HEIGHT=1p'-0') STRINGER TO DEC( 4X DOUGLAS FIR-LARCH NO.2 900 180 625 1350 1.6E6 RTS • TALL POST BRACING RR-LARCH DOUGLAS FlR-LLH NO.1 1200 170 625 1000 1.6E6 3/4'=1 0' sp.. 4 NOT USED 5 TYPICAL DECK DETAILS