Loading...
Plans 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 REVIEWED FOR CODE COMPLIANCE Approved�l OTC: [ Permit#: sfiao I G— o0a) Lt- Address: is-a 15? „.5 �,. i c,•nl�s Suite #: By: h' Date: A ac--I_ , REVISION Distribution: From: David Burnett Polygon Northwest Attn: Chris Walther Phone: (360)695-7700 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. $GIN4• 6 • 41`,REC lk.G<'' 22 , FF '4tS T. Go 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 TerracelBulletins\15238_2016.08.17 CT11—Deck Connection Detail(Spaced Decking).doc Structural Engineers a REVISION BUILDING PAPER PRE-FLASHING, EXTEND 6" ABOVE LEDGER, MIN. METAL Z-FLASHING TYPE B OFFICE COPY SEE DETAIL 19/15 SPACED DECKING , If _,i it i--j P7777-7 - - iiiiWA c 7 P.T. 2x JOISTS 3 SEE STRUC. FOR CONNECTION DETAILS 1C _, P.T. 2x LEDGER I P.T. PLYWOOD FUR STRIPS Y2" x 1Y"-2" AT EVERY LAG. ' TYPE A FLASHING NSEE DETAIL 19/15 PRE-FLASHING, EXTEND 2" BELOW LEDGER, MIN. SIDING BUILDING PAPER OR PRE-FLASHING; EXTEND TO ABOVE DECK-TO-WALL FLASHING DECK TO WALL FLASHING 0 SPACED DECKING 1-1/2" = 1'-0" 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. /14ST�UIC - 06)--/ �� 1111111 ct_ AUG Mi [ brai� dt 1 Architects • ij la " 's A r Y#Cxn€ret W�1'.Swta 2Tfl I \`J €- r . cahJes J fYos!agtue.s!f33 Ma454.7135 F 47Sbsim � 5���tll ARC� s, v"! �'i o Aucn __---- KIRKIAN mommmel e WA. 14 Of 6 II-CS C ��� = per- -- �� MN DECK DECK DECK IIIIIIIIIIIII�IIIIII�IIIIIIIIII'il ----- I I ---I T '1' , —� — s.¢ 711.111141 "�I n nl i � _ , 9 :,. .i, ° ; ..i, D a i. ii Earl" HIL, �j , -� rL� ' FOOTINGS AND DROP DISTANCE FOR DROP DISTANCE FOR FOOTINGS CO SINGLE FAMILY DECK SIDE ELEVATION TICAL LENGTH OF DECK POSTS SINGLE FAMILY DECK REAR ELEVATION AND VERTICAL LENGTH OF DECK SINGLE FAMILY DECK SIDE ELEVATION 0 e " 1/4'-1'-0• VARIES. 1/4-=1'-0' POSTS VARIES. _ 1/4•-1'-0• 4r c COa) d W ea Yco e a RE VISIN w cU LL s 0 C 14 a / 8-0 8•_a• o MANUF RAILING SYSTEM (3)2x8 P.i.& © © s �� SURFACE OR FACE-ATTACHED (1)2x6 TRIM %tr9 DTT2Z RAIL POST LL S 18•x1n10•FTG. \ -- 4x4 Pi POST• .- ® 0 ® SUPPORT POST BELOW W/(2)d14 EW.-6�lIiIlIE ENiiiuR��I•j II ABU44 POST AC4 POST CAPE .N Deck fE. II ---- SPACED DECKING 072Z2Z IIII DECKDTT22 ABOVE I, - 12 (3)2x8 P.T. hugh 8 TRIM I (3)2x8P & CI J (i)2x8 TRIM Y/ P.T.1x6 V DIAGONAL © '►' P.T.2x LEDGER BRACE,TVP. up eMI 0 SINGLE FAMILY DECK FLOOR PLAN SINGLE FAMILY DECK FRAMING PLAN 1/4'-7'-0' Q LL Z CD C ��V�eerrl a N a Z V Joh No. 12-11 gSheetNo.. A1 Sheet Order: A S 0 • 1 ABBREVIATIONS 2 STRUCTURAL NOTES a AND IN. INCHE(S) OODR GEAERAL REQUtEEENTS 0300th CONCRETE06102 FRAYNG NOTES o W AT INFO. INFORMATION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS ANY CONCRETECONSTRUCTION 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 SPECIFICATIMANUFACTURED ONS,STE CONDITIONS, STANDARD AC 318-05'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. DETAILS SHALL BE AS FACTURED BY SMPSON STRONG-TIE.EQUIVALENT HARDWARE • INCH(INCHES) AND ARCHITECTURAL PLANS SHALL MO REPORTED TO THE ARCHITECT O SHALL m MAY BE U/ POUND(S).NUMBER JST. JOST CORRECT THE DISCREPANCY IN WRITING.ANY WORK COMPLETED AFTER DISCOVERY OF CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903.ADMIXTURES SHALL BE PER N UFFAE7Rco ACTURS'SPECIFICATIONS.WHERE STRAPS COWITH PRIOR APPROVAL BY ENGINEER OF NNECT INSTALL u BERSARDWARE RWOiM FRAM NAING SCHEME(M LEU ff LBC TABLE 2304.91) = EQUAL(S) JT. JOINT THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO APPROVED BY THE ENGINEER OF RECORD AND STALL COMPLY WITH AC 31B-05 SECTION TOGETHER,PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER PROVIDE CONNECTION FASTENING / PER ARCHITECTURAL PLANS FON OPENINGS,ARCHITECTURAL TREATMENTS,AND DIMENSIONS 3.6.CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN MR ENTRAINING SOUS BLOCKING AT ALL BEARING POINTS SEE SECTION 06071 FOR FASTENER 1.JOIST TO SILL OR ORDER (3)0131•X 2.5•TOENALS U K KIPS(1000) NOT SHOWN.CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC.NOT SHOW% 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.RD=TO JOIST (3)0131 X 15"TOENAILS EA ENO AB. ANCHOR BOLT ION SHALL NOT BE USED. SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER SC TABLE 2304.9.1 OR TO 1 ION OR LESS S101R TO IST. (2)4131'%2S'FACE NAIL Z m ABV. ABOVE UL LATERAL THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY THE FASTENING SCHEDULE ON SHEET 51.1. 4.REDO THAN IOU SURER ID J6T,(3)0.131'0.131'X 55 FACE NAIL m ADD. ADDITIONAL LB. POUND(S) CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING THE CONTRACTOR SHALL SUBMIT NIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL H.2 91BFLONR TO 5E/ORDER (2)0145 X 125'BUND&FACE NA ADL ADJACENT LB. UG BOLT(S) ERECTION.BACOILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE FOUR WOODS PRIOR TO PLACING CONCRETE MIX DESIGNS SHALL BE REVIEW D FOR NAILS SHALL BE COMMON UNLESS NOTED OTIRERWISE COMMON NAIL DIMENSIONS ARE AS TONNE w m ALUM. ALUMINUM LG LONGITUDINAL) PROPERLY SUPPORTED. CONFORMANCE TO IBC SECTIONS 1904 AND 1905. 12JIT UST TO TOP PLATE ALT. ALTERNATE LOTH. LENGTH FOLLOWS 24.BUILT-UP DECORS ARO BEAMS(1(1) 748'X 3.25.AT YEA EDGE STAGGERED c APPRX APPROXIMATE(LT) LOAF LIGHT GAUGE METAL FRAMING THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION CF ALL WORK THE CONCRETE TAX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS NAIL SIZE DIAMETER LENGTH N;m ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL -CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION. ed 0.131' 25 ASST ASSEMBLY LLY LONG LEG VERTICAL SHORING AND OTHER WORK WITH ALL UTIUTIES AND ADJACENT PROPERTIES CALL THE 28 DAY MAX MAX AIR SPECIAL LOCATION 10d 0.148" 1ST B. BOTTOM LOU LONG SLOTTED HOLE(S) UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-332-2344. 12d 4148• 3.25• ,,, BEL BELOW LT.WI. UGIRT WEIGHT STRENGTH W/C SLUMP ENTRAINMENT INSPECTOR AND BEN BOUNDARY EDGE NMUNG LW, LIGHT WEIGHT to(PSI) RATIO (INCHES)(PERCENT) REQUIRED APPLICATION IMd 0.762' 15' 'pl m B.F. BRACED FRAME OIl01k CODE WOMB/DENTS C y ALL DESION AND CONSTRUCTION SHALL CONFORM TO THE 2014 ORSC 2014 OREGON 2500 0.45 411 Ott NO FOOTINGS BLDG BUILDING MAX MASONRY ( 3000 445 411 531 NO EXTERIOR SLAB ON GRACE, UNLESS NOTED OTHERWISE PER SET RWALL SMINIMUM OR PLANS ANCHOR BOLTS AT W O1 STRUCTURAL SEECIALTY CONE AS ADOPTED BY WASHINGTON COUNTY,OREGON. SILL PLATES SHALL BE 5/8'DIAMETER WITH r EMBEDMENT INTO CONCRETE C ALK BLOCK MASE, MASONRY ) DRIVEWAYS,CURBS,WALKWAYS,PATIOS,PORCHES,SILP5 EXPOSED TOL. m N BUM BL000NG MAT. MATERAL 01200 OESON LOADS HEATHER AND GARAGE FLOORS AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUML. r. 8100. BELOW MAX MAXIMUM LIVE LOADS 2500 0.50 511 DAT NO ALL OTHER CONCRETE OF TWO ears PER SU.PUCE TWITHHE E A LOCATED NOT MORE THAN Tr LESS y, BOA. BEAM M.B. MACHINE BOLT DECK(SNOW) 25 PSF THAN{.5"FROM EACH END THE PIECE. A 0.229'PLATE WASHER SHALL BE vi U CK MASONRY UNIT MBE METAL BUILDING MANUFACTURER DECK CAVE ONE COMPRESSION TEST MINIMUM SHALL BE COMPILEDS FOR EVERY 150 CUBIC YARDS OR PROVIDED FOR ALL ANCHOR BOLTS(DO NOT COUNTER-SINK PLATE WASHERS), A 13/16• D x N BN BOUNDARY HAVING MECH. MECHANICAL ( ) PSF 5000 SQUARE FEET CF SURFACE AREA FOR EACH RIX DERGN PLA71)EACH DAY.A X 1 3/4"DIAGONAL SLOTTED HOLE IN THE 3'X 3'PLATE WASHER IS ALLOWED IWTH A ANGRY. BOUNDARY N.E.1 MASONRY EXPANSION JOINT TEST SHALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MADE FROM THE SAME STANDARD CUT WASHER -O..N B.O. BOTTOM OF MEZZ MEZZANINE SNOW LOAD OESION DATA SAMPLE AND TESTED AT THE SPECIFIED AGE ADDITIONAL CYLINDERS MAY BE MADE FOR B.O.E. BOTTOM OF EXCAVATION MFR MANUFACTURER =20 PSE,PI=14 PSE,Ce=1.0,Is=T.0.CI=1.0. INFORMATION REGARDING POST TENSIONING FORM REMOVAL,STRENGTH DEVELOPMENT,OR B.O.F. BOTTOM CF FOOTING MIN. MINIMUM OTHER PURPOSES CONCRETE SHALL BE ACCEPTABLE IF: 06103:'OST AM KAM HANGERS ' 0800 BRIDGENG) MISG MISCELLANEOUS WINO DESIGN DATA(UPLIFT): 1.NO TEST FALLS 500 PS BELOW THE JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY ( SPECIFIED STRENGTH BRG BEARING MIL METAL BASIC WINO SPEED:MND 120 MPH(ULT.)93 MPH(ASD) Z THE AVERAGE OF ALL SETS CF CONSECUTIVE TESTS DOES NOT FALL STMPSON STRONG-TIE EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY BTM. BOTTOM MND IMPORTANCE FACTOR I•=1.0 BELOW THE SPECIFIED STRENGTH. ENGINEER CF RECORD,JOIST AND BEAM HANGERS SHALL BE PER PLANS OR DETAILS .,,; 8111. BETWEEN (N) NEW EXPOSURE B CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER TESTING N.LB. NON-LOAD BEARING TOPOGRAPHICAL FACTOR: Kot-1.0 AT NO ADDITIONAL EXPENSE TO THE OWNER C CAMBER N0. NUMBER ETERNAL PRESSURE COEFFICIENT: GCpi=+/-0.18 06104r OAWW7AGE GIF ROOD FRAMING CAMS. CAMBER(ED) NS NEAR SIDE COMPONENT/CAODWG WIND PRESSURE: P(C)=25 PSF RESHO TNG WHERE REWIRED,SHALL CONFORM TO AC 301 SECTION 4.0 SUBMIT SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO CANT. CAR70EVER(EO) N.T.S. NOT TO SCALE PROPOSED RESHORING PUNS TO THE ENGINEER O'RECORD FOR REVIEW. COMPRESSION OF ASSEMBLIES OF WD00 COMPONENTS. PLUMBING.ELECTRICAL,MAD 2 O CUBIC FOOT N.W.C.NORIIAL WEIGHT CONCRETE EARTHQUAKE DESIGN DATA MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT 4,, 5}1 (3) k(1) 'V �jv.� g_ CLP. CAST IN PLACE SEISMIC IMPORTANCE FACTOR Is=7.0 CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 INCH IF NOT TO ACCOMMODATE 1/4 Epi PER FLOOR WOOD SHRINKAGE.THE USE OF DIN DRIED lRblPOST wd7:•, sz, CI CONSTRUCTION JOINT O.C. ON CENTER SPECTRAL RESPONSE ACCELERATIONS Ss=1,004 SI=0.442 SPECIFIED BY THE ARCHITECT. LUMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO `L.‘ (TTP) "J �` 3 CL CENTER UNE O.D. OUTSIDE DIAMETER SITE LASS STE CAST D APPLICATION OF ANISES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. COL O Ai o CG CHICANO S.F. OUTSIDE FACE SPECTRAL RESPONSE COEFFICIENTS SITS=0.775 501 0.46 a Z e / <� / CR CLEAR O.H. OPPOSITE NAND SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D III I���I�� OCy• h COI. COLUMN OPNG OPENING BASIC FORCE RESISTING SYSTEM BEARING WALL SYSTEMCC CONC. CONCRETE OPP. OPPOSITE DESIGN BASE SHEAR: Cs=0.120 W 06160 WOOD SIEAIIW 3 /� t II' 418" "ILII 1.3 "Pty r CONN. CONNECTION CRNT. ORIENTATE(ION) RESPONSE MOOFlCATION FACTOR: R=6.5(LIGHT-FRAME WALLS) 0.710Q STEEL STRUCTURAL MOOD SHEATHING PANELS SHALL HAVE APA CRAVE TRADEMARK OF THE �j �� .� "FISP (� � CONST CONSTRUCTION OSB ORIENTED STRAND BOARD ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE REINFORCING STEEL DE7AIUNG FABRICATION.AND PLACEMENT SHALL BE PER AC AMERICAN PLYWOOD ASSOCIATION.WOOD SHEATHING PANELS STALL BE C-D INT APA J3. CONI 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 ''I- C7SIL CWN7ERSNK 0300 GEOIEQW6CAL NYJRYAINON EXPOSURE 1.PANELS SHALL HAVE THE FOLLOWING THICKNESS,SPAN RATING AND SU-1 VIII. S9-I CTR. CENITR(ED) PAR PARALLEL EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITIi THE GEOTECHNICAL ASTM A-B15 DEFORMED BARS GRADE 40(ip40 NSI)FOR/3 BARS ONLY FASTENING UNLESS NOTED OTHERWISE PER PLAN: CT CUBIC YARD P/C PRECAST ENONEERING RECOMMENDATIONS. ALL FOUNDATIONS ARE 7O BE FOUNDED ON ASTM A-615 DEFORMED BARS GRADE 60(4=60 KS)FOR 14 BARS MD LARGER EDGE FIELD n ';','S w PEN PANEL EDGE NAIL COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED - ASTM A-706 DEFORMED BARS GRADE 60(11=60 ESI)FOR ALL WELDABLE BARS NAILS NAILS E. PERP. PERPENOIWLAR GEOTECHNICAL ENGINEER ROOF: 7/t6'40/20 C-0 APA COX TdrG 8d AT 6' ad AT 12• ha W Ias ^ I n d PENNY(NAILS) R. PLATE ASTM A-185 SMOOTH BAR(fY-60 KSI)FOR NElDEO WIRE FABRIC FLOOR 3/4'APA RATED STURO-I-FLOOR OSB 40/20 TAG lOd AT 6' lOd AT 12' DECK FRAMING I o 0 0 DB DROPPED BEAM R PROPERTY UNE CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS REINFORCING FOR S.ARS ON GRADE SHALL BE 6X6 WI.4XWI.4 WELDED WIRE FABRIC OR 9fEARWALU 7/76•C-D W/EXIERIOR GLUE SEE SCHEDULE SHEET S1.1 DBA DEFORMED BAR ANCHORS RN PLAN ALLOWABLE BEARING PRESSURE 2000 PSE FIBER MESH UNLESS NOTED OTHERWISE.PROVIDE LAP SPLICES PER THE LAP SPLICE IFOGDt DW DEAN PLMBG PLUMBING ACTIVE EARTH PRESSURE(WILDING) 35 PCF - SCHEDULE ON SHEET S6.0.REINFORCING STEEL AT ALL WALLS,SLABS,AND FOOTINGS DCW DEMAND CRITICAL WELD ( ) ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN - u u ¢o DEPT. DEPARTMENT PLYWD. PLYW000 ACTIVE EARTH PRESSURE(AT-REST) 50 PCF SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED, PERPENDICULARRPINETO SUPPORTS AND IN A STAGGERED PATTERN UNLESS ANTS OTHERWISE - DET. DETAIL PSF POEMS PER SQUARE FOOT PASSIVE EARTH PRESSURE 350 PCF PER PLAN BLOCKING AT INTERMEDIATE ROM AND ROCF SHEATHING JOINTS SHALL NOT DF DOUGLAS FIR PSI POUNDS PER SQUARE INCH COEFFICIENT OF FRICTION 035 COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE; BE REQUIRED UNLESS S WITH OTIHER 30 PER PLAN,PER RIEARLL SHEATHING SHALL BE CM. DIAMETER P.T. PRESERVATIVE TREATED SOIL PROFILE SITE LASS D BLOCKED AT ALL EDGES 2X CR 3X FRAMING SHEARWALL SCHEDULE DIAL DIAGONAL PT POST TENSON(ED) CONCRETE CAST AGAINST EARTH OMNI. DIAPHRAGM FOUNDATIONINSTALLATIONS ARE SUBJECT TO APPROVAL OF THE LOCAL BUILDING ALL BAR SIZES 3' SCARE 1/4'=1'-0" o DIM. DIMENSION OTY. QUANTITY INSPECTOR OR A LICENSED GEOTECHNICAL ENGINEER FORTED SURFACE EXPOSED TO EARTH OR WEATHER o F DO W4 AND SMALLER 11/7 1 DECK FRAMING PLAN s ° DITTO(REPEAT) RADIUS 01400 INSPECTIONS SPECTIONS ASPECIAL INSPECTIONSDP.DP. WN = RAD. RADIUS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE Ru ELS DRAG STRUT RE: REFERENCE BY THE LOCAL BUILDING DEPARTMENT. PRIOR TO CONCRETE PLACEMENT.REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT SEE ARCHITECTURAL YANffACTURD RILL SYSTEM AND CONNECTER SEE DWG DRAWN 5 REF. REFERENCE FOR ALL FLASHING DESIGN BY DRIE775-DEFERRED SIIBYOTAL ALL FLA VIRAL MANUFACTURED DO RAA SYSTEM AND CONNECOON '< O() AS NOTED IN THE DESIGN DRAWINGS.WELDING Of REINFONCIRE STEEL SHALL NOT BEFOR ALL FUSING GESTE BY OTHERS-DEFERRED SIBIDTTAL 'i" O DWI_ DOWEL 5 REINF. REQUIR CEMENT(INC) PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTED DETAILS ENGINEER CF RECCE)TO RENEW RAIL DETAILS ENGINEER OF RECORD TO REVIEW R.M. Y" a LA U () Rai REWIRED SPECIAL INSPECTIONS ARE NOT REQUIRED FOR GRIP R-3 OCCUPANCIES UNLESSENGNEER C RE CE COI RENEW ON R OTHERWISE REQUIRED BY THE BUILDING OFFICIAL ON THE DESIGN DRAWINGS RF, Popp FRAME COYPA7ABU11: I I RM CINSiRUCR0.Y .- (E) EXISTING RD. ROUGH OPENINGST EA EACH040:SDLKMRK 00SERYAiIpM $ W U R.S. ROUGH SAWN06071:PRESERVATIVE TREATED 1000 PRODUCTS PER FLAN E.E. EACH END STRUCTURAL OBSERVATION IS NOT REWIRED. P.T.7X6 DIAGONAL BRAC „ n s E.F. EACH FACE SOH. SCHEDULE PRESERVATIVE TREATED WOO SHALL BE REWIRED FOR ALL WOOD THAT FORMS THE I 3 0.131XY NARY E.1 EXPANSION JOINT 01402:QUAUTT ASSURANCE RECUIREMENTS STRUCTURAL SUPPORT CF THE BUILDING,BALCONIES PORCHES,OR SIMILAR PERMANENT W/(3)ea EA J57. I ST TO BEAM LOCATED IF DTI22 HARDWARE Z I I SCL STRUCTURAL COMPOSITE WOOD G' Y� Nj BBUCGuec TO JOSE - IN SECOND BAY EL ELEVATION THE WAIJTY ASSURANCE PLAN SHALL BE TO VERIFY THAT THE SPECIALDIN INSPECTIONS BOLDING APPURTUNENCES THAT ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE __ BUCCA TO BEAM PROVIDEnBLOCKING BOTH SCHED. SCHEDULE `•' IIMI ELEV. ELEVATORNOTED IN SECTION 01400 AND THE STRUCTURAL OBSERVATION NOTED IN SECTION 01401 PROTECTION FROM A ROOF,HAVE.OVERHANG OR OTHER COVER/NG TO PREVENT {�} EUBO. EYBEO(NENT) 580 SHEET HAVE BEEN COMPLETED AND THAT SUPPORTING DOCUMENTAION NOTED IN SUCH SECTIONS MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS. A LILT __-_�_�_ EN EDGE MNL • SIMILAR HAS BEEN PROVIDED. _ ^, Sl SHRINKAGE CONTROL JOINT St�elmu 11 �� 111�•I / / 1W4a►r It lt' ENG ENGINEER SRW 9Q EDAU.WOOD INSTALLED ABOVE(RIND AND RESTING ON AN EXTERIOR CONCRETE OR ff W-I,TI�� N �y),.,,., P II II )IITPIiI E0. EQUAL W( ) QUALITY ASSURANCE PLAN IS NOT REQUIRED FCR STRICTURES OF LIGHT WOOD FRAMING MASONRY FOUNDATION WALL LESS THAN 8 INCHES FROM EXPOSED EARTH, ILII, 50.G SAB ON GRADEIAN �l an-?IIII EOPT. EQUIPMENT SEG SPACE(S) WITH DESIGN SPECTRAL RESPONSE AT SHORT PERIODS,5a;NOT EXCEEDING 0508 = I I ark E.W. EACH WAY (INC) POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A EXP. EXPANSION SPEC. SPECIFKATION(S) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR WINO EXPOSURE B WHERE BASIC END CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTIL EXCEPT; JOSE BLOCKING .T122 PER PAIN DTI21 PER PLAN �, E%ST. EXISTING 50. SQUARE SPEED IS LESS THAN 120 MPH. I. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL 1 INCH g EXT. EXTERIOR STD. STANDARD 2)0228'OA L D erlOL I4 111 TOY PEAROT. •'rl STGR STAGGER SUMMARY A QUALITY ASSURANCE PLAN IS NOT REWIRED BY CODE FOR THIS ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE ASIENQ6 W/7 ME r�.A FAB. FABRICATIONHBEAM STIFF. STIFFENER(S) STRUCTURE. BARRIER PENETRATION TO NY Al J0515 PER RAN SDE DCA/E D U +V FR FLUSH BEAM STIR STIRRUP(S) i6'ac.STAGGERED FUN. FOUNDATION SIL SLED. 2. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE F.F. FINISH FLOOR SIRUC. STRUCTURAL 0700 EXECUTION REQUNpIEF115 BUILDING PFRPHERY AND SUPPORTED BY A CONCRETE PER OR PEDESTAL MORE 'T ZX LEDGER SINARE PEPLAN R 70 YATOI FIN. FINISH(ED) STRICT. STRUCTURAL INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REOUBED PER ALL LOCAL THAN 8 INCHES FROM EXPOSED GROUND AND SEPARATED THEREFROM BY AN u BEAM S DPt ^ FLG FLANGE SUSP. SUSPENDED(TION) CODES NOT DTT2Z ASSY.AT NOTE: H IMPERVIOUS MOISTURE BARRIER. 16 FEET MAX 0.0 LedgerLI C Fasteners WE ti BEAM TO POST W/PC FIR. FLOOR SYIMY. SYMMETRICAL LOCATE ASSY.MIIW!4 M per ICC ESt-1078 is POST CAP FN FIELD(FACE)NAIL 02008 SIE COR57RIC710N 1 SLEEPERS AND SILLS ON A CONCRETE SAB ON GRADE THAT DOES NOT HAVE AN DEIX OF EACH OF F.O. FINISHED OPENING L TOP ALL SITE CONSTRUCTION SHALL BE CONSISTENT WISH THE GEOTECHNICAL ENGINEERING IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH. 77) IIII F.O.C. FACE OF CONCRETE TAB. TOP AND F.O.M. FACE OF MASONRY TEMP. TEMPORARYBOTTOM RECOMMENDATIONS AS NOTED IN THE GEOIECNICAL ENGINEERING REPORT(SEE SECTION 4. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR SCALE:3/4'=f-0' SCALY 3/4'=l'-0- 07300)AND IN SUBSEWEN7 DIRECTIVES. F.45 FACE OF STUD 7.tG. TONWE AND GROOVECONCRETE OR MASONRY WALLS BELOW GRADE, 2 TYPICAL DECK DETAILS 3 TYPICAL DECK DETAILS F.O.W. FACE OF WALL THK THTC((NESS) 02268 EXCAVATION SUPPORT AND PROTECTION FRE. 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 SUE TN TOE NAR MATERIAL PER ME GEOTECHNICAL ENGINEERING RECOMMENDATIONS OVER-EXCAVATED (AIWA)SPECIFICATION C2 AND C9 OR APPLICABLE STANDARDS .CD FT. FEET(F001) MS. TOP OF SHEATHING(SAB) AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHRCAL POST BRACING FOR NOTE PROVIDE +.4 FRTW FINE RETARDANT TREATED 00000 LQW. TOP OF WALL RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. - ALL FASTENERS(NAILS,BOLTS,ANCHOR BOLTS,PLATES HANGERS,ETC.)N CONTACT POSTS EXCEEDING Dry EDING 7 BRACESIE ODE FTG FOOTING 1RAMSV. TRANSVERSE WITH TREATED LUMBER SHALL BE CORROSION RESISTANT G-185 HOT DIPPED GALVANIZED FEET TALL ( )%6�j LAG BOT AT Q U T.O.S. TDP OF STEEL EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE LIMITS PER ASTM A153 OR STAINLESS STEEL Z GA. GAUGE TTP, TYPICAL SPECIFIED BY LOCAL.STATE,AND NATIONAL SAFETY REGULATIONS 4X6 ERACE(TYP)- I-) GAIN. GALVAMZE(D) ONLY GR GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE DRAINSTALLATION OF CONSTRUCTION SHORING.P REQUIRED,SHALL BE PER THE SHORING OK BRACE AT END POSTS .Cl� RB GLUE LAMINATED BEAM U/S UNDEROOE WINGS,NOTES,AND SPEpFlGTIONS GRD. GRADE 061005 mai MIME 0 DEOONG PER U o 11E GYPSUM WALLBOARD V. VERTICAL ARCH. GYP. GYPCEIE VERT. VERTICAL SAM LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU(INCE) 'GRADING AND DRESSING RULES'NO 17 LATEST EDITION. SAWN LUMBER SNAIL BE 545 2s MG YB" VERIFY IN FIELD AND SURFACED DRIED,19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER __ H. HORIZONTAL FROM HEATHER ANO'PROVIDE FURTHER DRYING OF'MEWLED FRAMING TO MINIMIZE I HD HOLDOWN W. WIDE(WIDTH) MOOD SHRINKAGE POTENTIAL ALL LUMBER EXPOSED TO WEATHER R IN CONTACT NTH i,.!I'/� ILII H.D.G. HOT DIPPED GALVANIZED w/ WITH CONCRETE OR MASONRY STALL BE PRESERVATIVE TREATED URO PER PLAN. LUMBER Il 1 II /( /l� I _ - V MDR HEADER w/0 WITHOUT IUGR HANGER MO. WOOD SPECIES GRADE,ANO PROPERTIES FOR EACH USE/LOCATION SHALL BE AS FOLLOWS >'+W -� '--i 7 HORZ HORIZONTAL W.H.S. WELDED HEADED STUDS U.N.O.PER PLAN/SCHEDULE: ® I (� /'� .� F n HOWL HORIZONTAL W.P. WOPoC POINT Pb Pb Fop Fc E .--T BR HEADER WS WELDED STUD USE/LOCATION SPECIES GRADE (PS)(PS) (PS) (PSI)(PSI) . r�.U O xi KOJI WGH STRENGTH BCT WE µEIGHTJOISTS HT. PT 082 STRINGERS HEIGHT W.WF. WELDED WIRE FABRIC 2X 3X HEM-FIR N0.2 850 150 405 1300 1.X6 AT 18'0.G MAX 0.0 I.D. INSIDE DIAMETER X-STG EXTRA STRONG m STRINGER TO 4.) LE INVERT ELEVATION %X-SEG DOUBLE EXTRA STRONG LEDGERS 5/8'DIA LAG BOT CRLSC E 'l '4 LE LF. INSIDE FACE 2X 3% DOUGLAS FW-LARCH N0.2 900 180 625 1350 1,6E6H YD YARD 4% DOUGLAS FIR-LARCH NO.1 1000 180 625 1500 1,7E6 - 5/T'1005 BOT(CIRSNO ,N•' P.T.POST PER PLAN BEAMS AND POSTS (MAX MOODY=15-O) STRINGER TO DECK 4X DOUGLAS FIR-LARCH NO.2 900 180625 1350 1.6E6 3/A'=f-0' TALL POST BRACING SI)6X DOUGLAS FIR-LARCH NO.1 1200 170 625 1000 1.6E6 RTS 4 NOT USED 5 TYPICAL DECK DETAILS ,AS