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Plans (66) 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 OF TIGARD REVIEWEk FOR CODE COMPLIANCE Approved [ OTC: [ Permit#: ms�-mac ( �--caa10 Address: ) j gc} Suite#: By: ) \- Date: REVISION N Distribution: From: David Burnett Polygon Northwest Attn: Chris Walther Phone: (360)695-7700 •t BUILDING PAPER PRE-FLASHING, EXTEND 6" ABOVE LEDGER, MIN. 1------------ METAL Z-FLASHING TYPE B SEE DETAIL 19/I5 SPACEDDECKING Jur iA P777T7E'7k J//7 ice{P.T. 2x JOISTS - } ' SEE STRUC. FOR L. ' CONNECTION DETAILS i P.T. 2x LEDGER I P.T. PLYWOOD FUR STRIPS t Yz" x 1) "-2" AT EVERY LAG. TYPE A FLASHING !� SEE DETAIL 19/15 ---4111111111.0. i \- PRE-FLASHING, EXTEND 2" BELOW LEDGER, MIN. SIDING BUILDING PAPER OR PRE-FLASHING; EXTEND TO ABOVE DECK-JO-WALL FLASHING DECK TO WALL FLASHING 0 SPACED DECKING SECTION 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. PRO (2 ,�� Ni� 60 it W 4,6111 411% REG��Nk 4)/FS T 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 /ti s7--)-b1 C. ,- 00;1(0 Ill 11 ii AUG � 2 , 016 h4i [ brat� dt F.a 9�>�, � ,.:7/41,-,,.-1-: Ar E IIf8tf5 1 `�, ' I � �,,:�< a, s�jBr fps xktaa n �,e s KM t 5484.7138 E92i5S81286 Wet;iteamtaibratediattkom I� C., lllA�C'`/� --_._._.__,_____ IGS 0 AUG n _ eee.�t. C .eto�.- KIRKIANe WA. ,.--3 5558 OF oR�� ---- ..„._.7.....=.- - C ._ G is=: n_ MI :— =•== MB DECK I ��iiiiHmillilliiiimmil I I DECK DECK a II 'luJI . ..„,,, 1 i "AlL, . t.,D- , , . ..t .5 ., ri il ,��' r� ALL, I� I A @ FOOTINGS AND DROP DISTANCE FOR SINGLE FAMILY DECK REAR ELEVATION DROP DISTANCE FOR FOOTINGS (A14 ea SINGLE FAMILY DECK SIDE ELEVATION LENGTH OF DECK POS S AND VER CAL LENGTH OF DECK SINGLE FAMILY DECK SIDE ELEVATION 0 s mr- ” 1/4"-V-0" VARIES. 1/4•=1'-0' POSTS VARIES. Z.," CO m LU ad coO a W .E o i E3 LL o r, C vs is'-a• s- s'-o' a•_o• o / MANUF.RAILING SYSTEM (3)2x8 P.T.& © © r / 'SURFACE OR FACE-ATTACHED (7)2x8 TRIM lir DTT2Z RAIL POST LL ,� 18-x18"x10"FTG. -- 4x4 O POST W/(2),14 EW 1111111111111117.1211111111111.1 II1.YI.� 12..I..1III.j A AC4 POST CAPE `, ® ® e SUPPORT POST BELOW Deckle; eck RI SPACED DECKING I y � � �I DECK ABOVE DTT2Z II IIIA DTTZZ v (3)288 P.T.& la (1)2x8 TRIMlo a (3)2x8 P.7& R (1)Zx8 TRIM 0. CI E o P.T.186CD 0 P.C.2x LEDGER DIAGONAL © = `t•' BRACE,TYP. (INe d SINGLE FAMILY DECK FLOOR PLAN SINGLE FAMILY DECK FRAMING PLAN CU 1/4'-1'-0' 1/1'-t'-0• Z C 0) C N 0 a 74Job No_ 12-11 1 Sheet No.: Sheet Order: A S D ° Al 1 ABBREVIATIONS 2 STRUCTURAL NOTES & AND IN. INCE(S) 01001 GEINFRAL REQAREIEN75 O AT INFO. INFORMATION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS ANY QT COCONCRENSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE FRAMING FCONNECTORAMING S,ACCESSORES AND FASTENERS AS NOTED IN THE PLANS AND 4 ROUGH FRAMING NAILING SCHEDULE FEET(FOOT) NT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS,NOTES SPECIFICATIONS STE CONDITIONS STANDARD ACI 318-05'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' DETA.S SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE.EQUIVALENT HARDWARE ii INCH(INCHES) AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL . MAY BE USED WITH PRIOR APPROVAL BY ENGINEER OF RECORD.INSTALL ALL HARDWARE ROSH FRAM NUM SLKDUIE(N au OF 6C TARE 2001.41) I POUND(S).NUMBER JST. JOIST CORRECT THE DISCREPANCY IN MING.ANY WORK COMPLETED AFTER DISCOVERY OF CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903 ADMIXTURES SIIALL BE PER MANUFACTURERS SPECTROWS.WHERE STRAPS CONNECT TWO MEMBERS EOUAL(5) JT. JOINT THE DISCREPANCY SHALL BE DONE AT THE CONTRACTORS RIM. REFER TO APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY NTH ACI 318-05 SECTION TOGETHER PLACE HALF OF THE REWIRED FASTENERS INTO EACH MEMBER.PROVIDE CONNECTION FASTENING / PER ARCHITECTURAL PLANS FON OPENINGS ARCHITECTURAL TREATMENTS,AND DIMENSONS 36.CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING SOLD BLOCKING AT ALL BEARING POINTS SEE SECTION 06071 FOR FASTENER 1.JELST TO SU.OR GIRDER (3)5131'X 25'TCENALS K KIPS(1000) NOT SHOWN.CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC.NOT SHOWN. ADMIXTURE CONFORMING TO IBC SECTION 1904.2.THE USE OF WATER SOLUBLE CHLORIDE REQUIREMENTS AT TREATED LUMBER.'TYPICAL NAILING NOT SHOWN PER PLAN,DETAIL.OR 2.HEUONG TO JOIST (3)5131'X 25'TOENATS EA.END U A.B. ANCHOR BOT ION SHALL NOT BE USED. SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER BC TABLE 2304.9.1 OR TO i ISA OR I£55 SUSAN 10 AT. (2)0131'X25'FACE NAR m ABV. ABOVE LAT. LATERAL THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY THE FASTENING SCHEDULE ON SHEET OCT. h ADD. ADDITIONAL LB. POUND(S) CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING THE CONTRACTOR SHALL SUBMIT RIO DESIGNS TO ENGINEER OF RECORD FOR APPROVAL 4.WIDER THAN 1X6 SUBfLR,TO JST.(3) 148'X 2.5'FACE NAE AD! ADJACENT LB. LAG BOLT(S) ERECTION.BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE FOUR WEEKS PRIOR TO PLACING CONCRETE MLX BESONS SHALL BE REVERED FOR NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS I R1 SIOISTOTO TO St/GIRDER (2).48'X 3.25''AT B2 &FACE NAR N m ALUM. ALUMINUM LG LNG(ITUCNAL) PROPERLY SUPPORTED. CONFORMANCE TO IBC SECTIONS 1904 AND 1905. FOLLOWS: 11RY,GSH TO TCP RATE (I)5148X315' 12'SC.TOENAIL o -� ALT. ALTERNATE LGTH. LENGTH24.BIALT-UP ORDERS IND BEAMS (1)5148'X 325'AT 1Y EA EDGE STAGGERED °J o APPRX APPROXIMATELY) LOAF LIGHT GAUGE METAL FRAMING THE CONTRACTOR SNAIL BE RESPONSIBLE FOR COORDINATION OF ALL PORK THE CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS NAIL SIZE DIAMETER LENGTH V. m ARCH. ARCgTECT(URAL) LLH LONG LEG HORIZONTAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, Bd 0.131' 25' %Il ASSY ASSEMBLY LLV LONG LEG VERTICAL SHORING,AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES CALL THE 28 DAY MAX MAX AIR SPECIAL LOCATION 10d 0.148' 30' O c B. BOTTOM LSH LONG SLOTTED HOLE(S) UNITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-332-2344. STRENGTH W/C SLUMP ENTRAINMENT INSPECTION AND BEL BELOW LT.W. LIGHT WEIGHT Fc(PS) (INCHES)(PERCENT) REQUIRED APPUGTION 16d 0.162' 325 C w B.F. BRACED FRAME RATIO i6d 0.162' 15- C v BEN BOUNDARY EDGE NAILING LW. LIGHT WEIGHT ODOM CODE REQUIREMENTS kas. MASONRY ALL OESGN MD CONSTRUCTION SHALL CONFORM TO THE 2014 ORSC(2014 OREGON 2500 0.45 4±1 Ott NO FOOTINGS UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS,ANCHOR BOLTS AT Gil°1 SX. BLOCK BUILDING MAST. MASONRY STRUCTURAL SPECIALTY CODE)AS ADOPTED BY WASHINGTON COUNTY.OREGON. 3000 045 4±1 5+1 NO EXTERIOR SLAB ON GRADE, SILL PLATES SHALL BE 5/8'DIAMETER MTH Y MINIMUM EMBEDMENT WTO CONCRETE >:" DRIVEWAYS,CURBS WALKWAYS,PATIOS,PORCHES,SUP.EXPOSED TO µp SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE. SHALL BE A MINIMUM `O w.N. BIAS BLOOONG MAT. MATERIAL Q200 DESIGN LOADS WEATHER,AND GARAGE FLOORS &W. BELOW MAX MAXIMUM LIVE LOADS 2500 050 511 541 NO ALL OTHER CONCRETE OF NO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED 1607 MORE THAN 12'NOR LESS > , BN. BEAN M.B. MACHINE BOLT DECK(SNOW) 25 PSF THAM 4.5'FROM EACH END OF THE PIECE. A 3'%3'X0.229'PLATE WASHER SHALL BE U u m ON. 8PoIX MASONRY UNIT MBE METAL BOWING MANUFACTURER ONE COMPRESSOR TEST MINIMUM SHALL BE COMPILED FOR EVERY 150 CUBIC YARDS ON PROVIDED FOR ALL ANCHOR BOLTS(DO NOT COUNTER-SINK PLATE WASHERS A 13/16' `z N BN BOUNDARY NAILING ILEA. MECHANICAL DEM(UNE) 40 PSF 5000 SQUARE FEET CF 91REACE AREA FOR EACH MX BESON NAM EACH DAY.A X 1 3/4'DIAGONAL SLOTTED HOLE IN NE 5 X 3'PLATE WASHER 5 ALLOWED WITH A m m BNDRY. BOUNDARY ILEA.MASONRY EXPANSION JOINT SNOW LOAD DESION DATA: TEST SHALL BE THE AVERAGE STRENGTH 6 TWO CYLINDERS MADE FROM THE SAME STANDARD CUT WASHER N r N 8.0 BOTTOM BE MEZZ. MEZZANINE Pg 20 PSR,PI=14 PS' Ce=10.N=1.0,CL=1.0, SAMPLE AND TESTED AT THE SPECIFIED AGE ADDITIONAL CYLINDERS MAY BE MADE FOR B.O.E. BOTTOM OF EXCAVATION MFR MANUFACTURER TIER = INFORMATION REGARDING POST TENSONING,FORM REMOVAL,STRENGTH DEVELOPMENT.CR B.O.F. BOTTOM OF FOOTING MIN. MINIMUM OTHER PURPOSES CONCRETE SHALL BE ACCEPTABLE IF: 06103:..OST MIT BEAM HANGERS BRDG BPoOCE(ING) MSC. MISCELLANEOUS S WIND OESDATA(UPLIFT): 1.NO TEST FALLS 500 PS BELOW THE SPECIFIED STRENGTH MIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY •BRG BEARING MTI- METAL BASIC WIND SPEED: 120 MPH(ULT.)93 MPH(ADD) 2.THE AVERAGE OF ALL SETS OF 3 CONSECUTIVE TESTS DOES NOT FALL O SIYPSON STRONG-TIE.EQUIVALENT HARDWARE MAT BE USED WITH PRIOR APPROVAL BY U BUM. BOTTOM WIND IMPORTANCE FACTO?: Is=1.0 BELOW THE SPECIFIED STRENGTH. ENGINEER RECORD.DOST AND BEAM HANGERS SHALL BE PER PLANS OR DETAILS , BTWN. BETWEEN (N) NEW WIND EXPOSURE: EXPOSURE 8 CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER TESTING N.T.B. NON-LOAD BEARING TOPOGRAPHICAL FACTOR KS=1.0 AT NO ADDITIONAL EXPENSE TO THE OYMER C CAMBER NO NUMBER INTERNAL PRESSURE COEFFICIENT: GCp1=+/-518 06101:9HRHIACALE OF MOOD FRAMING CAME. CAMBERED) N.5 NEAR DDE COMPONENT/CLADDING WIND PRESSURE: P(C)=25 PSF RESHORING,WHERE REWIRED,SHALL CONFORM TO AC 301 SECTION 4.6. SUBMIT SHRINKAGE IN MOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO CANT. CANTILEYER(EO) N.LS NOT TO SCALE PROPOSED RES ORING PLANS TO THE ENGINEER OF RECORD FOR REVIEW. COMPRESSION O"ASSEMBLIES OF NOW COMPONENTS PLUMBING,ELECTRICAL,µD Z CF FOOT N.WGNORMAL WEIGHT CONCRETE EARTHQUAKE DESIGN DATAMECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT �1. 9)--1 (3)2X8&(1) b CJ.P. CAST IN PLACE SEISMIC IMPORTANCE FACTOR: le=1.0 CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 INCH IF NOT TO ACCOMMODATE 1/4 NCH PER FLOOR WOOD SHRINKAGE THE USE O'KILN DRIED 2X8 TREY ;� RAL DOST �iyry�� SSL C.J. CONSTRUCTION JOINT 0.0. ON CENTER SPECTRAL RESPONSE ACCELERATIONS Ss=1.004 St=0.442 SPECIFIED BY THE ARCHITECT. LUMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO M1 (TYPJ �` Z:-'s CI. IsA- CENTER UNE O.D. OUTSIDE DIAMETER 91E LLA54 SITE CLASS D ss APPLICATION OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SIPoNKAGE, L0.BEEOW O'u o CLG CLEAR O.F. OUTSIDE FACE AN SPECTRAL RESPONSEIGN COEFFICIENTS: SPS 10.ESI =0.46 III 11111111111111111=1 a z e /w CIA CLEAR O.H. OPPOSITE HAND SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY 0 o 2 y COL COLUMN OPNG, OPENING BASIC FORCE RESISTING SYSTEM: BEARING WALL SYSTEM GONG CONCRETE DPP. OPPOSITE DESIGN BASE SNEAK: Cs=0.120 W 06160 WOOD SHEATHES /,lr III' 4+8��OWN. CONNECTION ONNT. ORIENTATE(ION) RESPONSE Y00IFlCATON FACTIXt R=6.5(LIGHT-FRAME WALLS) 03100 RENFOIRONG STE0. STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE liii ti 5� . , ORIENTED STRAND BOARD ANALYSIS PROCEDURE: E CONST. CONSTRUCTION OSBEQUIVALENT LATERAL FORCE REINFORCING STEEL DETAILING.FABRICATION,AND PLACEMENT SHALL BE PER AU AMERICAN PLYWOOD ASSOCIATION.WOOD SHEATHING PANELS SHALL BE C-D INT APA CONT. CONTINUOS O.W.J. OPEN WEB JOIST 318-05.REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS WITH EXTERIOR GLUE(COX).ORIENTED STRAND BOARD(058)PANELS SHALL BE 3 us= 3 01SK COUNTERSINK 01300 GEOECNNCN,IfORYA110N EXPOSURE 1.PANELS SHALL HAVE THE FOLLOWING THICKNESS,SPAN RATING,AND Sp-1 iIIII 50-1 CIR. CENTER(ED) PAR PARALLEL EARTHWORK AND FOUNDATIONS ARE TO BE CONSSTENT WITH THE GEOTECHNICAL ASTM A-615 DEFORMED BARS GRADE 40(Ip40 KS)FOR i3 BARS ONLY FASTENING UNLESS NOTED OTNERWSE PER PIAN: CY CUBIC YARD P/C PRECAST ENGINEERING RECOMMENDATIONS ALL FOUNDATIONS ARE TO BE FOUNDED ON ASTM A-615 DEFORMED BARS GRADE 60(N=60 KS)FOR/4 BARS AND LARGER EDGE FIELD y PEN PANEL EDGE NAL COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED - ASTM A-706 DEFORMED BARS GRADE 60(N=60 KS)FOR ALL WELDABLE BARS NAILS NAILS d PENNY(NAILS) PERP. PERPENDICULAR GEOTECHNICAL ENGINEER ASTM A-185 SMOOTH BAR(ty=60 KS)FON WELDED WIRE FABRIC ROOF: 7/16'40/20 C-D APA(TTX TAG !A AT 6' Bd AT 12' DE 0 16'00 O ^ ^ Mj n 08 DROPPED BEAM PL PLATEFLOOR:3/4'APA RATED STIRS-I-FLOOR OSB 40/20 TAG rod AT 6' 10d AT 12' DEO(FRAYNG a E u DBA DEFORMED BAR ANCHORS RL PROPERTY UNE CONVENTIONAL FOUNDATIONS HAVE BEEN DESGNE0 WITH THE FOLLOWING PARAMETERS REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 W1.4XW1.4 WELDED VIRE FABRIC OR SHEARWAIL•7/16'C-D W/EXRERIOR GLUE SEE SCHEDULE SHEET SLI o 0 c DBL SOIREE PUN PLAN ALLOWABLE BEARING PRESSURE 2000 PSF FIBER MESH UNLESS NOTED OTHERWISE.PROVIDE LAP SPLICES FEB THE LAP SPLICE I LEDGER u u u a DCW DEMAND CRITICAL MELD PL.MBG PLUMBING ACTIVE EARTH PRESSURE(YEILDING) 35 PCF SCHEDULE ON SHEET S6.0 REINFORCING STEEL AT ALL WALLS DABS AND FOOTINGS ALL ROOF AND FLOOR REAMING PANELS SHALL BE INSTALLED FACE GRAIN u u O DEPT. DEPARTMENT PLYWO. PLYWOOD ACTIVE EARTH PRESSURE(AT-REST) 50 PCF SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. PERPENDICULAR TO SUPPORTS AND N A STAGGERED PATTERN UNLESS 1115 OTHERWISE DET. DETAIL PSF PONDS PER SQUARE FOOT PASSIVE EARTH PRESSURE 350 PCF PER PLAN.BLOCKING AT INTERMEDIATE FLOOR AND TOO'SHEATHING JOINTS SHALL NOT OF DOUGLAS FIR PSI POURS PER SQUARE INCH COEFFICIENT OF FRICTION 0.35 COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BE REWIRED UNLESS NOTED OTHERWISE0 CAT30 PER PLAT SHEARWALL L SCHEDGULE SHALL BE DIA DIAMETER P.T. PRESERVATIVE TREATED SOL PROVE STE CLASS D BLOCKED AT ALL EDGES NTH 2X CR 3X FRAMING PER SHEARWALL SCHEDULE MAG DIAGONAL PT POST TENSIONED) CONCRETE CAST AGAINST EARTH ci PH. DIAPHRAGM ALL FQUNDATKLL W INSTALLATIONS ARE SUBJECT TO APPROVAL OF THE LOCAL BUILDING ALL BAR SIZES 3' SCALE:1/4'=1'-0' z MPH. DIM. DIMENSION on. QUANTITY INSPECTOR OR A LICENSED GEC/TECHNICAL ENGWEER FORMED SURFACE EXPOSED TO EARTH OR WEATHER 1 DECK FRAMING PLAN s DN. DOWN 15 D.O. DITTO(REPEAT) R RADIUS 01400 NSPECRONS MGI SPEC AL NSPECTONS AND SMALLER 1 1/2' DP. DEEP RAD. RADIUS REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE = D.S. f\ DRAG STRUT RE: REFERENCE THE CONTRACTOR STALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REWIRED 4 REF. REFERENCE BY THE LOLL BUILDING DEPARTMENT. PRIOR TO CONCRETE PLACEMENT.REINFORCING STEEL SHALL NOT BE fIB.O BENT EXCEPT SEE ARCHITECTURAL MANUFACTURES RAL SYSTEM AND CONREC110V SEE ARCIEIECTIIRAL MANUFACTURED RAIL SYSTEM AND CONNECTOR < v DWG. DRAWINGS) AS NOTED IN THE DESIGN DRAWINGS.WENDING OF REINFORCING STEEL SHALL NOT BE FOR ALL FLADNING DESGIN BY OTHERS-DEFERRED SUBMITTAL �, FCR ALL HADDNG OESGIN BY OTHERS-DEFERRED SUBMITTAL Y- F 0µL DOWEL(S) REINFORCEYENT(ING) PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTED 001USD ENGINEER O RECORD TO REVIEW RAL DETAILS ENGINEER CF RECORD TO REVIEW RAL (S) REO. REQUIRED SPECIAL INSPECTIONSREQUIRED ARE NOT REQUIRED FOR GROUP R-3 OCCUPANCIES UNLESS ON THE DESIGN DRAWINGS CONNECTION fGt R01 COI6RRUCIION R.F. RIGID FRAME OTIifORWISE BY THE BUILDING OFFICIAL. CONNECTER FOR RN CONSTRUCTER (E) EXISTING RQ ROUGH OPENING COLPATABUTY CQIPATA®1TT, o EA EACH 01401:SIRIICRIRM,OBSERVATION o 4 RS ROUGH SARI 06071:PRESERVATIVE TREATED WOW PRODUCTS /STS PER PLAN u o E.E. EACH ENO STRUCTURAL OBSERVATION IS NOT REWIRED. E.F. EACH SCH SCHEDULE PRESERVATIVE TREATED WOOD SHALL BE REWIRED FOR Al!WOW THAT FORMS THE P.T.1X6 DIAGONAL BRACE I !31 0.Ui1LY NPAS a it E.J. EACH FACE JOINT 01402:QUALITY ASSURANCE REQUIREMENTS STRUCTURAL SUPPORT OF THE BUILDING BALCONIES PORCHES,CR SMILAR PERMANENT .R/T.0106) /(3)8d EA JST. : ]OST TO BEAM NOT:D IN SECOND HARDWARE z I I SO STRUCTURAL CONPOST.WOODY� REG TO JOIST LOCATED IN BAY EL ELEVATION THE QUALITY ASSURANCE PLAN SHALL BE TO VERIFY THAT THE SPECIAL INSPECTIONS BUILDING APPURNNENCES THAT ARE EXPOSED TO THE 14EATIHER WITHOUT ADEWATE ..-...-...2../.. :1 / BLKC TO BEAM BP WOE BLOCKING BOTH SCRED. SCHEME ELEV. ELEVATOR NOTED IN SECTION 01400 AND NE STRUCTURAL OBSERVATION NOTED IN SECTION 01401 PROTECTION FROM A ROOF,LAVE,OVERHANG OR OTHER COVERING TO PREVENT ' SHL SHEET USD. EMBEDMENT HAVE BEEN COMPLETED ANO THAT SUPPORTING DOOUMENTAION NOTED IN SUCH SECTIONS MOISTURE ON WATER ACCUMULATION AT NE SURFACE OR AT JOINTS BETWEEN MEMBERS -.��ii `�,-_�_ _ SEM. SIMILARs �.uiirrs EN EDGE NAIL SSL SIR/NAGE CONTROL JOINT HAS BEEN PROVIDED. ,g-.' _� NTasr;Ii pviYeer ILLIS ENG ENQNEER W. SKEWED) ALL W00D INSTALLED ABOVE GROUND AND RESIINC ON AN EXTERIOR CONCRETE OR ' �1YM17 iE0. EWAL WALItt ASSURANCE PIAN IS NOT REWIRED FOR STRUCTU ES OF LIGHT MOOD FRAMING MASONRY FOUNDATION WALL LJSS THAM 8 INCHES FROM EXPOSED LART.S.O,G SLAB ON GRADE �'�j" ' ��t,t.j,,. EOPT. EQUIPMENT SPC. ) WITH DESIGN SPECTRAL RESPONSE AT SHORT PERIODS.Sd;NOT EXCEEDING 0.50g. _ I'VY. E.M. EACH WAYSPACE(S)(TNGPOSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A En EXP. EXPANSION SPEC. SPECIFICATIONS) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR WINO EXPOSURE B WHERE BASIC WIND CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH NE EARTH,EXCEPT; JOST BLOCKING I,� IT2Z pEK P EXST. EASTNG SO. SQUARE WEED IS LESS THAN 120 MPH. lit DTT2Z PLAN EXT. EXTERIOR STD. STANDARD I. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL 1 INCH ik - rn STOIC STAGGER SUMMARY:A QUALITY ASSURANCE PLAN IS NOT REQUIRED BY CODE FOR THIS2)022R'W/2'MIN II TRW pE:ARCII. .Y"'1 ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE T YIN FAB. FABRICATION STIFF. STFFENER(S) STRUCTURE. JOISTS PER PUN arcEA/ EA +,, BARRIER. PENETRATION TO RIM AT FB FLUSH BEAM STIR. STRRUP(5) iG QG STAGGERED FDN. FOUNDATION SIL STEEL 2 IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE AI, F.F. FINISH FLOOR SHRUG STRUCTURAL 01700(7 01108 REQUIREMENTS BUILDING PERPHERY AND SUPPORTED BY A CONCRETE PIER OR PEDESTAL MORE •T LEDGER SWARF P PLAN TO YATOI W FIN. FINISHED) STRUCT. STRUCTURAL INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REWIRED PER ALL LOCAL THAN B INCHES FROM EXPOSED GROUND AND SEPARATED THEREFROM BY AN u BEAM MOTH /'� FLG FLANGE SUSP. SUSPENDED(TION) CODES IMPERVIOUS MOISTURE BARRIER 16 FRET MAX SC. AT NOM BEAM TO POST W H FLR BOOR SIMM. SYMMETRICAL LOCATE ASSY,MIRE 4 be peLICCFESIR-1078 IN POST CAP /PO FN FIELD(FACE)NAIL 02000 SIZE COE51R JC110N 3 SLEEPERS AND SILLS ON A CONCRETE SAB ON GR ADE THAT DOES NOT HAVE AN DE«OF EACH EMD O F.O. FINISHED OPENING T. TOP ALL SITE CONSTRUCTION SHALLTHE GEOTECHNICAL CONSISTENT WITHGEOTECHNICAL ENGINEERING IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH. F.0.G FACE OF CONCRETE LAB. TOP AND BOTTOM RECOMMENDATIONS AS NOTED IN THE GEOTECHNICAL ENGINEERING REPORT(SEE SECTION 4. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR SCALE:3/4'=1'-0' SCALE u 3/4'=f-0' EOM. FACE OF MASONRY TEMP. TEMPORARY 01300)AND IN SUBSEQUENT DIRECTIVES. F.O.S. Cd FACE OF SILL TONGUE AND GROOVE CONCRETE w MASONRY WALLS BELOW(TINE. I 2 I TYPICAL DECK DETAILS 3 TYPICAL DECK DETAILS F.O.W.f. . FACE O NIL WALL MK. THICK/NESS) 02265 EXLGVAT(N 91PppRT AND PROTECTION Cd FTM. 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 SBE TN TOE NAIL MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER-EXCAVATED (AMID)SPECIFICATION C2 AND C9 ON APPLICABLE STANDARDS POST BRACING FOR FT. FEET(FOOT) T.O.S.o.S. TOP OF sHTHING(S.AB) AREAS SHALL BE BACKFULED NTH LEAN CONCRETE OR PER GEOTECHNICAL NOTE:PROVIDE 4=4FRTW FINE RETARDANT TREATED NOCO T.O.W. TOP OF WALL RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. ALL FASTENERS(NAILS.BOLTS,ANCHOR BOLTS.PLATES,HANGERS ETC.) POSTS N CONTACT 7 BRACE ON DIE SIRE FTG FOOTING TRANSV. TRANSVERSE WITH TREATED LUMBER SHALL BE CORROSION RESISTANT G-185 HOT DIPPED GALVAMZED FEET TALL 5/D�)X 6�j LO BOLT AT ENO O U T.O.S. TOP OF STEEL EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE LIMITS PER ASTM A153 OR STAINLESS STEEL GA. GAUGE TIP. TYPICAL SPECFlED BY LOCAL SEAT:,AND NATIONAL SAFETY REGULATIONS a W. GRDE BEAM 4X6 BRACE(TTP)-OST V•-a f;8. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE INSTALLATION OF CONSTRUCTION SHORING,F REQUIRED,SHALL BE PER THE SHORING +.- CM BRACE AT ETD POSTS FSI GIB GLUE LAMINATED BEAM U/S UNDERSIDE DRAWINGS NOTES AND SPECIFICATIONS ORD. GRADE 06100 ROUGH FRAWO' ANG PER x GMB GYPSUM WALLBOARD V. VERTICAL GIP. GYPSUM VERT. VERTICAL SAM LUMBER SHALL CONFORM TO REST COAST LUMBER INSPECTION BUREAU(ROUE') U d-+ ZO VE VERIFY IN FIELD 'GRADING AND DRESSING RULES'NO.17 LATEST EOTON. SAWN LUMBER SMALL BE SAS h BUM H. HORIZONTAL AND SURFACED DRIED,19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER HD HOEDOWN W. WDE(WDTH) FROM NEATER AND PROVIDE FURTHER DRYING OF AMIE)FRAMING TO MINWIIZE �' �- (^, H.D.G. HOT DIPPED GALVANIZED W/ WITH M000 SHRINKAGE POTENTIAL ALL LUMBER EXPOSED TO MEATIER ON IN CONTACT WITH �UI�,i(I� I'��'�II. I Ems( �y b HOT. HEADER I/O WTHQUT CONCRETE OR MASONRY STALL BE PRESERVATIVE TREATED U.RS PER PLAN, LUMBER IL I 11 II I SPECIES,GRADE,AND PROPERTIES FOR EACH USE/LOGTION SULL BE AS FOLLOWS WM ® N r //"'�� XI X HANGER MD. WOOD U.N.O.PER PLAN I 1-•-1 HpRL HORIZONTAL WHA WELDED HEADED STUDS /56EDULE: I N HORIZ. HORIZONTAL W.P. XO RD PONT Pb Fr Fcp Fc E BR HEADER W.S. WELDED STUD USE/LOCATION SPECIES GRADE (PS)(GID) (GID) (pg)(pg) 11111411"41"8" � .U O H.S.B. MON STRENGTH BOLT µ7G WIGHT JOSTS ^ HT. HEIGHT W.W.F. WELDED WIRE FABRIC 2%,3% HEM-FIR NO.2 850 150 405 1300 1.3E6 PT 2X12 STRINGERS �.,Ur O AT 18'OG MAXOO r� LD. WSOE DIAMETER X-5TG EXTRA STRONG a. I.E INVERT ELEVATION XX-570 DOUBLE EXTRA STRONG LEDGERSX,3LSC STRINGER TO P01 O I.F. INSIDE FACE 2X 3X DOUGLAS FIR-LARCH NO.2 900 180 625 1350 1.6E6 5/8'DUI LAG BOLT CR 7D YARD 4% DOUGLAS FIR-LARCH N0.1 1000 180 625 1500 1.7E6 - 5/8'NRU BOLT(CNDNK) 'F P.T.POST PER PLAN BEAMS AND POSTS (MAX HEIGHT=10'-01 STRINGER TO DECK 40 DOUGLAS FIR-LARCHDOUGLASN0.2 900 180 625 1350 1.6E6 ETA 3/ 1 TALL POST BRAONG 1 6X DOUGLAS FIR-LARCH NO.I 12W 170 625 1000 1.6E6 4 NOT USED 5TYPICAL DECK DETAILS SD-1