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Plans (11) c 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/:"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 REVIEWER FOR CODE COMPLIANCE Approved: OTC: [ I - Permit#: r2c-t 01 6— 0 Ob 7 6 Address: 163Q 5..,, / /-,c1.m c S Suite#: By: J Date: - ç _ j c t REVISION Distribution: From: David Burnett Polygon Northwest Attn: Chris Walther Phone: (360)695-7700 REVISION OAFISE COPY i BUILDING PAPER PRE-FLASHING, EXTEND 6" ABOVE LEDGER, MIN. METAL Z-FLASHING TYPE B SEE DETAIL 19/15 SPACED DECKING iiiii� - F P777T7a 2 =. ] A P.T. 2x JOISTS - ]- SEE STRUC. FOR CONNECTION DETAILS I -- P.T. 2x LEDGER P.T. PLYWOOD FUR STRIPS Y2" x 1Y2"-2" AT EVERY LAG. ; \ TYPE A FLASHING SEE 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 SPACED DECKING 1-1/2" = 1'-o" SECTION R317.1.1.1 Field treatment/ Field-cut ends, notches and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4 PROJECT NAME: RIVER TERRACE ARCH. JOB NO.: 1503 BULLETIN DATE 08-16-16 SCALE: 1 1/2" = 1'-o" 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)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. 4, \AG I 144-t �J it �REC N&� 2T �R2 ,\�(\<c<� lFs 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 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 ►� thtehrit • I RECEIVE It AUG 2 2 2011 Architects ' /III -II=. 1p� .. .nr, �''q 1 4 P (gab 4fl3B al Way;I"yam I\ .as_�,iy�r `A'. Ft45-4547135 F.t7Sf58.72 ILII �.._�7..��r - �r(eo R �}.R Weis;e^wz m@6re�tsrs�cam MIMIIIIIMMIIIIIMNINn I I, IRs[#�'ti:lr �IL�1 9N.JI #'I� 131 0 AUG c-, INIMIlliiiiinimmil = �_ A. 9�RKtAN 8 W cCS —p �—E pF �V C �C C ON �_:-_I=11•111111•11111 IMSI= - _ _ i:,:\ =INIMIIIIMMIIIII : =MI DECKMiNME i „.„, ///,/ _r_�_ DECKitIwMINiniiimmominffm. 7;rig= 11111I,1111JII II�III�I�IIIIIIIII ._—_—_— lDECK -,_ ,,s, _.,4454.1135 F:4.25151.125t i '' 771411 I' 4 . :.„. , , , ..,, .. ._ ' . 03 . ,,c.o r, , .l .a,., . , . .=, ,, ,...„. ELLI ,-�, L� 1 r1� i lam' u , DROP DISTANCE FOR DROP DISTANCE FOR FOOTINGS en m - FOOTINGS AND VERTICAL SINGLE FAMILY DECK REAR ELEVATION AND VERTICAL LENGTH OF DECK SINGLE FAMILY DECK SIDE ELEVATION o SINGLE FAMILY DECK SIDE ELEVATION LENGTH OF DECK POSTS POSTS VARIES. VARIES. c CO LU 06 Y = e a O W .E L V LL a 0 C co a 16-4 L 8'-0" e•-0' 0 / MANUF.RAILING SYSTEM (3)2x8 P.T.& Lar II / -SURFACE OR FACE-ATTACHED (1)2x8 TRIM aF DTT2Z RAIL POST ' LL 18"x18"x10"FTG. V 4x4 PT POST U ® 0 SUPPORT POST BELOW W/(2)4 EW 61��YI�`..2��I1��III.i ABU44 POST POST CAP E -'" Deck it i'L�%^ 111 ---------- 1 3i SPACED DECKING DTTZZ DECK ABOVE III III DT71Z (3)2x8 P.i.& I .0 t) C (1)2x8 TRIM - (3)2x8 P.T.& W Q - .I .I ,.- (1)2x8 TRIM Qo ` E % P.T.1x6 4.1 P.T.2x LEDGER BRACE,DIAGONAL © E d TSR e SINGLE FAMILY DECK FLOOR PLAN SINGLE FAMILY DECK1/41-1,01 FRAMING PLAN CCI LL c I. Z (� C o C o) C >, .... a 1 5 Joh No, 12-11 • x Sheet No_ 5 A1 Sheet Order: A S ❑ 1 ABBREVIATIONS 2 STRUCTURAL NOTES lc AND IN. INCHE(S) 010015 GENERAL WOUNDENTS 030015 CONCRETE 0102 ERRING RTES 4 ROUGH FRAMING NAILING SCHEDULE o 0 AT INFO. INFORMATION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS ANY CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE FRAMING CONNECTORS.ACCESSORIES AND FASTENERS AS NOTED IN THE PLANS AND ' FEET(FOOT) INT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS NOTES SPECIFICATIONS STE CONDITIONS STANDARD AO 318-05"BUILDING CODE REOUIREMENIS FOR STRUCTURAL CONCRETE". DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE.EQUIVALENT HARDWARE• mm INCH(INCHES) AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL MAY BE USED WITH PRIOR APPROVAL BY ENGINEER CF RECORD.INSTALL AU.HARDWARE ROUGH FRA111G NAILING SOFg1E(I1 LAB OF IBE TARE 2YR.9.1) a JST. JOIST CORRECT THE DISCREPANCY IN WRITING ANY WORK COMPLETED AFTER DISCOVERY OF CONNECTOR FASTENING 3 = POUND(S).NUMBER CEMENT D AND CONCRETE ENGINEER EERLLCOEFORD TO IBC SECTIONLL 1L03.M AO 318 SHALL BE PER TOGETHER, PLACEEHA SPF REQUIREDQUI WHERE STRAPS CONNECT TWO MEMBERS EQUAL(S) JT- `Ops THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISC. REFER 70 APPROVED BY THE ENGINEER O RECORD AND SHALL COMPLY WTIi AO 318-OS SECTION TOGETHER PLACE HALF OF THE FASTENERS INTO EACH MEMBER.PROVIDE / PER ARCHITECTURAL PLANS FIX!OPENINGS,ARCHITECTURAL TREATMENTS.AND DIMENSIONS 3.&CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN MR ENTRAINING SCUD BLOCKING AT ALL BEARING PANTS SEE SECTION 00071 FOR FASTENER 1.JOIST TO TEL OR GIRDER (3)0.131'X 2S'RENALS U ar K KIPS(1000) NOT SHOWN.CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC.NOT SHOWN. ADMIXTURE CONFORMING TO NC SECTION 1904.2.THE USE OF WATER SOLUBLE CHLORIDE REQUIREMENTS AT TREATED LUMBER TYPICAL NAILING NOT SHOWN PER PLAN,DETAIL,OR 2.MRDDNG TO JOIST (3)0.131'X 2S"REAMS EA END z A AR ANCHOR BOLT LAT. LATERAL THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY KIN SHALL NOT BE USED. SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER MC TABLE 2304.9.1 OR TO 1 IX6 OR LESS SUBF1R TO.01. (2)0.131'X25'FACE NAIL - NI ABV. ABOVETHE FASTENING SCHEDULE ON SHEET S1.1. 4.HOER THAN 1X6 SUBHR.TO JST.(3)0.131'X 2.5'FACE NAIL % ADD. ADDITIONAL IR POUND(S) CONSTRUCTION LOADS AD FOR STRUCTURAL COMPONENTS AS RECURRED DURING THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL 5.2'SUBFl.5CR TO ST./GIRDER (2)5348'z 125'BUND&FACE NM. m ADJ. ADJACENT LB. LAG BOLT(S) ERECTION.BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE FOUR WEEKS PRIOR TO PLACING CONCRETE.MIX DEDGNS SHALL BE REVIEWEDOM FOR NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS 12IRM JOST TO TOP PLATE (1)0.148 X 3.25'AT IY S.C.TOENAIL ALUM. ALUMINUM LQ LONGITUDINAL) PROPERLY SUPPORTED. CONFORMANCE TO IBC SECTIONS 1904 AND 1905. FOLLOWS: , :4c N.BUILT-UP ORDERS AND BEAMS (1)0148'X ass AT 17'EA EDGE STAGGERED ALT. ALTERNATE LGTH.MFLENGTH THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK.THE CONCRETE AIX DESGNS SHALL MEET THE FOLLOWING REQUIREMENTS NAIL SIZE DIAMETER LENGTH E'.'') APPRX APPRO%IMAIE(LY) LOAF LIGHT GAUGE METAL FRAMING CONTRACTOR SHALL BE RESPW9BLE FOR RHE COORDINATION OF THE EXCAVATION. ti ARCH.USYARCHITECT(URAL)TURA) LLH LONG LEG HORIZONTAL SHORING AND OVER MORK WITH ALL UTUPES AND ADJACENT PROPERTIES. CALL THE 28 DAY MAX MAX AIR SPECIAL LOCATION 0d 15149' XU W 1n m ASSY ASSEMBLY LLV LONG LEG VERTICAL10d 0.148' 30" C B. BOTTOM L41 LONG ROTTED MOLE 5 UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-332-2344. STRENGTH W/C SLUMPENTRAINMENT INSPECTION AND .O O12d 0.148' 3.25' BEL BELOW LT.WT. LIGHT WEIGHT Fc(PSI) RATIO (INCHES)(PERCENT) REQUIRED APPLICATION 16d 0.162' 3.5' BEN BOUNDARY EDGE NAIUNG LW. LIGHT HEIGHT 01100 CODE RECLWIEAENTS C B.F. BRACED FRAME 2500 0.45 431 031 NO FOOTINGS LIJ co" ALL DEOGN AND CONSTRUCTOR SHALL CONFORM TO THE 2014 ORSC(2014 OREGON UNLESS NOTED GTHERE5E PER SHEARWALL SCHEDULE OR PLANS ANCHOR BOLTS AT BLDG BUDDING MAS MASONRY 3000 0.45 431 531 NO EXTERIOR SLAB ON(TRADE, D BID BLOCK MASH. MASONRY STRUCTURAL SPECIALTY CODE)AS ADOPTED BY WASHINGTON COUNTY.OREGON. 0090VAYS CURBS.WALKWAY$PATIOS PORCHES.STEPS EXPOSED TO SILL PLATES SHALL BE 5/8"DIAMETER MTH MINIMUM EMBEDMENT INTO CONCRETE O m N AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM BLKG BLOCIONG MAT. MATERIAL 012011 DESDN LOADS WEATHER AND GARAGE FLOORS OF TIDO BOLTS PER SILL PETE WITH ONE BOLT LOCATED NOT MORE THAN 12'NOR LESS x 2500 8LW. BELOW MAX MAXIMUM UVE LOADS 0.50 541 031 NO ALL OTHER CONCRETE THAN 4.5"FROM EACH ENO OF THE PIECE. A 3'%3'X0.229•PLATE WASHER SHALL BE U BN. BEAM M.B. MACHINE BOLT DEM(SNOW) 25 PSF PROVIDED FOR ALL ANCHOR BOLTSx DIT BMU BRIX MASONRY UNIT MEM METAL BUILDING MANUFACTURER ONE COMPRESSOR TEST MINORUM SHALL BE COMPILED FOR EVERY 150 CUBIC YARDS OR (00 NOT COUNTER-SINK PLATE WASHERS), Ali/16' BN BOUNDARY NAILING MECH. MECHANICAL DECK(LIVE) 40 PSF 5000 SQUARE FEET OR SURFACE AREA FOR EACH YX DESIGN PLACED EACH DAY.A X 1 3/4'DIAGONAL SLOTTED HOLE IN THE 3'X 3'PLATE WASHER 6 ALLOWED WITH A io BNORY. BOUNDARY 1811 MASONRY EXPANSION JOINT SAMPLE SHALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MADE FROM THE SAME STANDARD CUT WASHER U- to SNOW LOAD DESIGN DATA: B.O. BOTTOM O MEZZ MEZZANINE AND TESTED AT THE TECLFlED ACE ADDITIONAL CYLINDERS MAY BE MADE FOR B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER Pg=20 PSE,PI=14 PSE,Co=1.0.Is=E.0,Ct=1.0, INFORMATION REGARDING POST TENSIONING FORM REMOVAL,STRENGTH DEVELOPMENT,OR B.O.F. BOTTOM OF FOOTING MIN. MINIMUM OTHER PURPOSES CONCRETE SHALL BE ACCEPTABLE IF: QST ai' '�HANGERS KAM MAWS MO BRDG BRIOGE(ING MISS MISCELLANEOUS WIND DESIGN DATA(UPLIFT): 1.NO LEST FALLS 500 PS BELOW THE SPECIFIED STRENGTH JOIST AND BEAM AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY WIND SPEED: THE AVERAGE OF ALL SETS OF 3 SIMPSON STRONG-TIE EQUIVALENT HARDWARE MAY BE USED MTH PRIOR APPROVAL BY - BRG BEARING MT_ METAL YARD CIMPORTANCE FACTOR 120 MPH(ULT.)93 MPH(ASD) 2.BELOW THE SPECIFIED STRENGTH.CONSECUTIVE TESTS DOES NOT FALL ENGINEER OF RECORD.JOIST AND BEAM HANGERS SHALL BE PER PLANS OR RETAILS BIM. BOTTOM BTWN. BETWEEN (N) NEW WIND EXPOSURE: EXPOSURE B CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER TESTING N.E.B. NON-LOAD BEARING TOPOGRAPHICAL FACTOR: Kzt=1.0 AT NO ADDITIONAL EXPENSE TO THE OWNER C CAMBER NO. NUMBER INTERNAL PRESSURE COEFFICIENT: GCpi=4/-0.18 06101:SHRINKAGE Q ROOD FRAYING CAMB. CAMBERED) N.S NEAR SDE COMPONENT/CLADDING WIND PRESSURE: P(C)=25 PSF RESHORING,WERE REQUIRED,SHALL CONFORM TO AD 301 SECTION 4.6. SUBMIT SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO CANT. CANTILEVERCED) N.T.S. NOT TO SCALE PROPOSED RESHORING PLANS TO THE ENGINEER OF RECORD FOR REVIEW. COMPRESSOR OF ASSEMBLIES OF WOW COMPONENTS. PLUMBING.ELECTRICAL,AND 2 (CUBIC FOOT ) N.W.CNORMAL WEIGHT CONCRETE EARTHQUAKE DESIGN DATA MECHANICAL STSILMS AS MEL.AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT 41 SD-1 (3)us A(1) 'V deT s, C.P. CAST IN PLACE SEISMIC IMPORTANCE FACTOR 10=1.0 CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 INCH F NOT TO ACCOMMODATE 1/4 INCH PER FLOOR MOOD SHRINKAGE.THE USE OF KILN DRIED <s 21®TRIM POST �� .r,-S 0.0. ON CENTER SPECTRAL RESPONSE ACCELERATIONS: Ss=1.004 S=0.MT SPECIFIED BY THE ARCHITECT. LIMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO M1 (TIP.) N74111101110.1. ` CA CONSTRUCTION JOINT COIL BELOW - - O Ny C. CENTER UNE O.D. OUTSIDE DIAMETER STE CLASS: SITE CLASS D APPLICATIOR OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. z m /w CLG CEILING O.F. OUTSIDE FACE SPECTRAL RESPONSE COEFFICIENTS S)5=0.735 SDI=0.46 a - CR. CLEAR O.H. OPPOSITE HAND SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D III �'n�`�Im� o 7.-.12• _•T,4 h COL COLUMN OPNG. OPENING BASIC FORCE RESISTING SYSTEM: BEARING WALL SYSTEM / 1 "X.>' � DPP. OPPOSITE DESIGN BASE SHEAR Cs=0.120 W 06168 WOW SEATHNG 1, 4.8 is �M1 d� CONN. CONCRETE 03100 REMFORCI C STEEL STRUCTURAL%000 SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE ��II' �� "I II ti Jy, - CONN. CONNECTION ORNT. ORIENTATE(IW) RESPONSE MODIFICATION FACTOR R=6.5(LH/HT-FRAME WALLS) AMERICAN PLYWOOD ASSOCIATION.WOO SHEATHING PANELS SHALL BE C-D INT APA 703 (, CONST. CONS1RUCTION OSB ORIENTED STRAND BOARD ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE REINFORCING STEEL DETAILING,FABRICATION.AND PLACEMENT SHALL BE PER ACI CONT. CONTINUOS 0.W.1 OPEN WEB JOIST 318-OS REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS WITH EXTERIOR GLUE(CDX).ORIENTED STRAND BOARD(058)PANELS SHALL BE 3 IPS _ 3 O30k GEOTECHNICAL INFORMATION EXPOSURE 1.PANELS SHALL HAVE THE FOLLOWING THICKNESS SPAN RATING AND SD-1 HILI' SD-1 CTR. COUNTERSINK PAR. PARALLEL EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICALEDG ASTM A-615 DEFORMED BARS GRADE 40(fp40 KS)FOR 13 BARS ONLY FASTENING UNLESS NOTED OTIHERWIS PER PLAN: CTR. CUBI YARDAR) p C PRECAST ENGINEERING RECOMMENDATIONS ALL FOUNDATIONS ARE TO BE FOUNDED ON ASHY A-615 DEFORMED BARS GRADE 60(f3=60 KS)FOR/4 BARS AND URGER NAILS FIELD ' ya CY CUBIC / NAILS H" l'‘-; PEN PANEL EDGE NAIL COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED AURA A-706 DEFORMED BARS GRADE 60(Ip60 KSQ FUR ALL WELDABLE BARS a VI r PERP, PERPENDICULAR GEOTECHNICAL ENGINEER ASTM A-185 940001 BAR(Iy=60 KS)FOR WELDED WIRE FABRIC ROOF: 7/16'40/20 C-D APA cox TMG 8d AT 6' BD AT 12' 2.B 0 16"W D w d PENNY(NAILS) R. PLATE (r MOOR 3/4'APA RATED STURD-I-FLOOR OSB 40/20 T@G 10d AT 6' 10d AT 12' DECK FRAMING o DB DROPPED BEAM R PROPERTY UD CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 WIAXWI.4 WELDED WIRE FABRIC OR S HEARWALU 7/16'C-D W/EXTERIOR GLUE SEE SCHEDULE SHEET 51.1 DBL DWB.EOBA FD BAR ANCHORS PLN PLAN ALLOWABLE BEARING PRESSURE 2000 PSF FIBER MESH UNLESS NOTED OTHERWISE.PROVIDE LAP SPLICES PER THE LAP SPLICE I u u LEDGER u u o i'' ma DCW DEMAND CRITICAL WELD PPLUMBING ACTIVE EARTH PRESSURE(MONO 35 PCF SCHEDULE ON SHEET 56.0.REINFORCING STEEL AT ALL WALLS,SLABS,AND FOOTINGS ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN _ PLIANT. PLYWOOD ACTIVE EARTH PRESSURE(AT-REST) 50 PCF SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. PERPENDICULAR TO SUPPORTS ANO IN A STAGGERED PATTERN UNLESS NOTED OTHERWISE DEPT. DEPARTMENT PER PLAN.BLOCKING AT INTERMEDIATE FLOOR AND ROE SHEATHING JOINTS SHALL NOT 0E7. DETAIL PSF POUNDS PER SOUARE FOOT PASSIVE EARTH PRESSURE 350 PCF '^ OF DOUGLASAMETFIR PSI POUNDS PER SQUARE INCH COEFFICIENT OF MICRON 0.35 COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERIMSE, BE REQUIRED UNLESS NOTED OTHERWISE35 PER PLAN.SHEARWALL SHEATHING SHAD,BEr. DIA DIAMETER P.T. PRESERVATIVE TREATED SOIL PROFLE STE CLASS D BLOCKED AT ALL EDGES WITH 2%OR 3X FRAMING PER SHEARWALL SCHEDULE DIA. DIAGONAL PT POST TENSIONED) CONCRETE CAST AGAINST EARTH SCALE:1/4'=1'-0' 41. !MPH. DIAPHRAGM ALL FOUNDATION INSTALLATIONS ARE SUBJECT TO APPROVAL OF THE LOCAL BUILDING ALL BAR SIZES Y p a DIM. DIMENSION QTY. QUANTITY INSPECTOR OR A LICENSED GEOTECHNICAL ENGINEER FORMED SURFACE EOSS TO EARTH OR WEATHER ON. DOWN 15 AND SMA1 1/2' 1 DECK FRAMING PLAN s LLER D.O. DITTO(REPEAT) R RADIUS 01400 INSPECTIONS AND SPECIAL I6PECTWMSec RAD. RADIUSREINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE 4 DP. DEEP THE LOCA SHALL BE RESPONSMLE TO COORDINATE ALL INSPECTIONS REQUIREDSEE AROHIIEC URAL MANUFACTURED RAIL SYSTEM AND CONNECTER SEE ARCHITECTURAL MANUFACTURED RAIL SYSTEM AND CONNECTER D.S. DRAG STRUT RE: REFERENCE BY THE LOCAL BUILDING DEPARTMENT. PRIOR TO CONCRETE PLACEMENT. WELDING NG STEEL SHALL NOT BE FIELD RENT EXCEPT �' DING DRAWINGS) REF. REFERENCE AS NOTED IN THE DESIGN DRAWINGS.WELDING OF REINFORCING STEEL SHALL NOT BE FOR Al.FLASHING DESG N BY mats-DEFERRED SUBMITTAL FOR ALL RARING DESIGN BY OTHERS-DEFERRED SUBMITTAL '= O ONE. WWIl(5) RENF. REINFORCEMENT(ING) SPECIAL INSPECTIONS ARE NOT REQUIRED FOR GROUP R-3 OCCUPANCIES UNLESS PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER O'RECORD EXCEPT AS NOTED DETAILS ENGINEER O REPRO TO REVIEW RAIL IT DETAILS ENGINEER OF RECORD TO REVIEW RAA Y'� v REQ REWIRED OTHERWISE REQUIRED BY THE BUILDING OFFlOAL W THE DESIGN DRAWINGS CONNECTION FOR PoY LONSIRJC110R1 1 i CONNECTER FOR RIM CONSTRUCTION In- RF. RIGID FRAME COPATABWtt. CpPATABILITT, (E) EXISTING R.O. ROUGH OPENING 01401:STRUCTURAL OBSERVATION 'R ' EA EACH JI515 PER PLAN ,�„ U E.E. EACH END RS ROUGH SAWN STRUCTURAL OBSERVATION IS NOT REQUIRED. 06071:PRESERVATIVE TREATED WOW PRODUCTS u a P.T.1X6 DA.ONA BRACE E.F. EACH FACE PRESERVATIVE TREATED WOOD SHALL BE REQUIRED FOR ALL WOW THAT FORMS THE 30'131X3"NAILS NOTE:IF DOTH HARDWARE o I I IS SCH. SCHEDULE 01403:QUALITY ASSURANCE REOAREIENTS STRUCTURAL SUPPORT O THE BUILDING.BALCOMES PORCHES,OR SIMILAR PERMANENT W/(3)fb EA.6T. ST TO BM EL EUPAR9W JOINTSCE G S BUCCA TO J015T LOCATED IN SECID BAY z EL ELEVATION STRUCTURAL COMPOSE WOOD THE QUALITY ASSURANCE PLAN SHALL BE TO VERIFY THAT THE SPECIAL INSPECTIONS BALDING APPURTUNENCES THAT ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE �_ �/ BR'S 10 SLAY MONDE BLOODING BOTH SIGHED. SCHEDULE NOTED IN SECTION 01400 AND THE STRUCTURAL OBSERVATION NOTED IN SECTION 01401 PROTECTION FROM A ROOF,LIVE,OVERHANG OR OTHER COVERING TO PREVENT BAYS ELEV. ELEVATOR SHT SHEET HAVE BEEN COMPLETED AND THAT SUPPORTING DOCMENTAON NOTED IN SUCH SECTIONS MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS. YT EMBD. EMBED(NENT) SM. SIMILAR �_'�''`' HAS BEEN PROVIDED. s��nuie. •T�s ren. EN EDGE NAIL S.J. SHRINKA(;E CONTROL JOINT �sy►- ri i,Plt`_��3 rya eii 1 ENG ENGINEER ALL WOW INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR .,nl: � ��i )RL'N7il i �I II ��i Il�lllil EOUAL SKIN SKEWED) WAUTY ASSURANCE PIAN IS NOT REWIRED FOR STRUCTURES OF LIGHT WOOD FRAMING MASONRY FOUNDATION WALL LESS THAN B INCHES FROM EXPOSED EARTH. • o ! ` 5 }Isi`l] / I x,3/1 j f' ES. EQUIPMENT S.O.G SLAB ON GRADE WITH DESIGN SPECTRAL RESPONSE AT SHORT PERIODS Sds,NOT EXCEEDING 0.508 - r V-IITF; EW. EACH WAY SPC- SPACE(S)(ING) POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A EXP. E%PA SON SPEC. SPEOFCATION(S) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR WING EXPOSURE B MERE BASIC WIND CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH.EXCEPT; JOIST BLOCLI16 A, 11122 AER PLAN DTTTZ PDR ALANCID EXST. EXISTING SQ SWARF SPEED IS LESS THAN 120 MPH. u EXT. EXTERIOR STD. STANDARD 1, IF LOCATED IN BASEMENTS ON A CONCRETE FIER OR METAL PEDESTAL 1 INCH 2)0.228'DA.Le8gerLSM IY�� TRIM REARM STAR. STAGGER SUMMARY:A QUALITY ASSURANCE PLAN IS NOT REQUIRED BY CODE FOR THIS ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE ASIENES w/Y MRH, (� FAB. FABRICATION STIFF. STIFFENERS) STRUCTURE. BARRIER. PENETRATOR TO NY AT 7(X515 PER PLAN SK'G W/A3/U FB FLUSH BEAM SDR STIRRUP(S) 16'QC STAGGERED 90E EA ED ASA FON. FOUNDATION STL STEEL 2. IF IN AN ENCLOSED CRANE.SPACE OR AN UNEXCAVATED AREA WITHIN THE PER RAN ID F.F. FINISH FLOOR STRUC STRUCTURAL 017015 EXECUTION REO IREIEJNTS BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PIER OR PEDESTAL MORE T LEDGER BAY MMD TO MARGIN II Ff/'1'll INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REWIRED PER ALL LOCAL THAN B INCHES FROM EXPOSED GROUND MD SEPARATED THEREFROM BY AN FIR FINISH(ED) S7RUCT. STRUCTURAL "NDE Orli ASSY.AT NOTE: BEAM TO POST M FLG FLANGE SUSP. SUSPEDED(TION) CODES IMPERVIOUS MOISTURE BARRIER 16 FEET YAX 0.G edBalak Fastenersl-1D7 NM RA POST CACI /PC FIR. FLOOR SWAM. SYMMETRICAL LOCATE b 4 C EA01 END O, e per XX ESR-1078 Sd FN FIELD(FACE)NAIL 02000 STE WNSTRUCTIOM I SLEEPERS AND SILLS ON A CONCRETE SLAB W GRADE THAT DOES NOT HAVE AN OEM FEET 6 IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH, F.O. FINISHED OPENING T. TOP ALL SITE CONSTRUCTION SHALL BE CWSSTENT WITH THE I;EOTECIOICAL ENGINEERING F.D.C. Ell FACE OF CONCRETE T.813. TOP AND BOTTOM RECOMMENDATIONS AS NOTED IN ME GEOTECHNICAL ENGINEERING REPORT(SEE SECTOR 4. LEDGERS AND FURRING ATTACHED DIRECTLY 70 THE INTERIOR aF EXTERIOR SCALE:3/4' 1-0' SCALE:3/4'=1'-0' C4/5 F.O.M.Y. FACE MASONRY TEMP. TEMPORARY 01300)AND IN 9185EWENT DIRECTIVES. CONCRETE OR MASONRY WALLS BELOW GRADE. 2 TYPICAL DECK DETAILS 3 TYPICAL DECK DETAILS F.QO'S FACE STUD LAGAND TONGUE GROOVE EXCAVATION SUPPORT AND PROlEC11011 F.S.W. FACE O WALL THE. T ICK(NESS) FRY. FRAME(ING) THRO. THREADED EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS ASSOCIATION FS. FAR ODE IN TOE NAIL MATERIAL PER RHE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER-EXCAVATED (RMPA)SPECIFICATION C2 AND CSI OR APPLICABLE STANDARDS - V/ FT. FEET(FOOT) T.0.S TOP O SHEATIHWG9AB) AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL - POST BRACING FIR DTE:PROVIDE +A FAIN FRE RETARDANT TREATED N000 T.O.W. TOP OF WALL RECOMMENDATIONS AT THE CONTRACTORS EXPENSE. ALL FASTENERS(NAILS.BOLTS,ANCHOR BOLTS,PLATES.HANGERS,ETC.)IN CONTACT POSTS EXCEEDING 7 BRACE ON OE SOLE FTG FOOTING TRANSIP. TRANSVERSE WITH TREATED LUMBER SHALL BE CORROSION RESISTANT G-185 HOT DIPPED GALVANIZED FEET TALL 5/8'OA X 6 1/2'LAG BOLT AT ETM POST T.O.S. TOP OF STEEL EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE UNITS PER ASTM A153 CR STAINLESS SEEEL. (CIR480-(11P) COWER C..) GA. GAUGE TIP. TYPICAL SPECIFIED BY LOCAL.STATE,AND NATIONAL SAFETY REGULATIONS I-a 406 BRACE(RTP)-ONLY Il�� GAILY. GAVAMZE(0) ON EDGE AT END POSTS 73 GR GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE INSTALLATION OF CONSTRUCTION SHORING IF REWIRED,SHALL BE PER THE SHORING ,.y 159 GLUE LAMINATED BEAM U/S UNDERSIDE DRAWINGS,NOTES,AND SPECFlCATONS. x MOE PER Co) ice-+ O GRD. GRADE 061015 ROUf91 MANIC ARTS OHM GYPSUM WALLBOARD V. VERTICAL SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTOR BUREAU(MC7.IB) AAI I� ^ GYP. GYPCRETE VERT. VERTICAL 'GRADING AND DRESSING RULES'NO.17 LATEST EDITION. SAWN LUMBER SHALL BE S45 BUM W H VF VERIFY IN FIELD AND SURFACED DRIED,19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER -- 1-1 H. HORIZONTAL FROM WEATHER AND PROVIDE FURTHER DRYING OF AGSYim(RAYING TO MINIMIZE T II� ��' �4 b HD HOEDOWN W. WIDE(WDTIH) WAW SHRINKAGE POTENTIAL ALL LUMBER EXPOSED TO WEATHER OR N CONTACT NTH 41 I�'I ID IDI I C.) _ HMG HOT DIPPED GALVANIZED W/ WITH CLINCIEIE OR MASONRY'SHALL BE PRESERVATIVE TREATED UR0.PER PLAN. LUMBER 1 ,/� r--•4 .. HDR HEADER W/O WITHOUT SPECIES.GRADE,AND PROPERTIES FOR EACH USE/LOCATION SHALL BE AS FOLLOWS � �� I /1 HOR HANGER D. WILD U.N,0.PER RAN/SCHEDULE 'li 1--1 HORS HORIZONTAL W.H.S. WELDED HEADED STUDS _ .P�•4 YO R Fc E HERR. HORIZONTAL W.P. BORIC POINT USEAOCATIW SPECIES GRADE (Pg)(PS) (PSI) (PSI)(DED ,///-'''44��� C( Q Io RR HEADER W.SNT. WELDED STUD m PT 2X12 SIMMERS �.P..P 0 H.S.B. MQi STRENGTH BOLT WE. WEIGHT 2X 3X HEM-FlR N0.2 850 150 405 1300 1.3Efi AT 18•QG YAX OD HL HEIGHT W.W.I. WELDED WIRE FABRIC , LSC STRINGER TO RN N ID. INSIDE DIAMETER 5-510 EXTRA STRONG LEDGERS :•, �..{ E,.1 O C4 I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG 2X,3X DOUGLAS FIR-LARCH N0.2 900 180 625 1350 1.6E6 5/8'DIA LAG BOT OR LF. INSIDE FACE 4X DOUGLAS FIR-LARCH NO.1 1000 180 625 1500 1.7E6 5/8"THRU BOT(CIRSNK) YD YARD -,1Ir P.T.POST PFR PUH BEAMS AND POSTS (MAX HEIGHT=10'-U') STRINGER TO DECK 4% DOUGLAS FIR-LARCH NO.2 900 180 625 1350 1.6E6 RTS 3/4'=I'-If TALL POST BRACING T'11) 1 1 6X DOUGLAS FIR-LARCHFIR-LARCHNO.1 1200 170 625 1000 1.6E6 S 4 NOT USED 5 TYPICAL DECK DETAILS S ew