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Plans (3) .72S72.6/9--c,a38Sd 9.2k5 SW 20'* f� FICE COPY c1245 �Lt7Q - ®DECKING 1R507.4 • E 5 size: ive-quarter ---- • ' mate ial: Opreservative-treated ❑ stic composite naturally durable(e.g. cedar) ) If )L 1 i6 orientation:, erpendicular to joists []diagonal to joists ©JOISTS fR507.51: . size: 02x6 ❑2x8x10 ❑2x12 spacing: 012 in. 16 in. 024 in. span,La: 6;1, ft.-_ in. cantilever: ft. - in. (L./4 MAX) rim joist: ❑2x6 02x8 Jez,x10 ❑2x12 ❑not applicable E BEAMS [R507.61: IL) plies:Xi 02 03 2 W size:172x6 02x8 ❑2x10 02x12 04x6 J24x8 04x10 D4x12 ❑!xQ o span, LB:'3) ft.- in. a/.51 .r.,. cc W cantilever:_L_-ft.- in.(La/4 MAX) a. > o rum [l POSTS 1R507.81: -� aH 0 size: lx4. D4x6 06x6 ❑_x o a Q height: i1 ft.- in. m re N r 0 ®FOOTINGS(R597.8.11: Cl)�� 2 �� size:4 m. ❑square #.0und 0 f v 6� J.(1-5. --,--- re Lli L't® D 1 " thickness" { in. Mi^`• m.� - � .-Z.� VP.s.-r Sc-A.� 'e a— �q'Pi� dam '^ 1'� CSL 1 2L r ou-o. o tr roJ'e ¢ e..o-t r' '''''..."4".1'N ( Q . S Sr ®LEDGER[R507.2j: --_ a.��pL�L�G+ O- ��� size: 02x810 (ix12— 4 ftener: 0112"throw ash-bolt AA/2"lag screw Ocode-compliant alternate(attach report) � ' gg �- fastener spacing: it(2 in.on-center 9 s -.1.er roC-S C_ -1 -e..._ g,So7. 2,„ C� ©LATERAL LOAD CONNECTION FR507.2.41: EFFECTIVE I )4)750 pound hold-down tension devices(detail 1/SO4) MARCH,2018 ❑(2) 1,500 pound hold-down tension devices(detail 2/S06) REVISIONS Ocode-compliant alternate(attach report) NO. DATE ®GUARDRAIL POST ATTACHMENT fR301.51: --.-- ❑dtails 1-3/S05& 1/S06 de-compliant alternate(attach detail). f f-v S 0Cc..c- -- Vu-' ` L Project Specific ROIF:.IT HF:PI-RMI I AVM.C.AN f SIIALI.PROVIDE THE:PROJECT SPECIFIC DESIGN BY CHECKING'DIE APPLICABLE Information IJOXI:S AND ENTERING I HF APPROPRIATE INFORMATION ABOVE PRIOR TO PERMIT APPLICATION. 1 Project Specific Information S12 NTS S12 GENERAL NOTES i 2 0 SCOPE e SINGLE LEVEL EXTERIOR DECKS ATTACHED TO c E o THE EXTERIOR WALL OF A ONE-OR TWO-FAMILY f 'L DWELLING. ° APPLICABLE BUILDING CODE ' ,.3 2017 OREGON RESIDENTIAL SPECIALTY CODE -0 (ORSC). r 010 �' LIMITATIONS OF USE - USE OF AND ANY MODIFICATIONS TO THESE 111111114 READY-BUILD PLANS IS SUBJECT TO REVIEW ( ( AND APPROVAL BY THE BUILDING DEPARTMENT " '� HAVING JURISDICTION. ����.��,�� 11111,11*, A. ULTIMATE WIND SPEED:105-135MPH ► , ; B. WIND EXPOSURE CATEGORY:B,C,OR D 6 ( , C. SEISMIC DESIGN CATEGORY:C,DI,OR D2 (� k I I D. GROUND SNOW LOAD:<40 PSF w /r .,► III I1„ i, DECKS SUPPORTING LARGE CONCENTRATED g L� ((� LOADS SUCH AS HOT TUBS ARE BEYOND THE Cg SCOPE OF THIS DOCUMENT. w W •� i a. I +'' APPLICANT SHALL USE THE CODE PRESCRIBED rt ...- ,� ..."°.:,00, 1-11: .."° I 1 I 1 j 11 . TABLES CONTAINED HEREIN AND RECORD �. s Iti I ( THEIR PROJECT SPECIFIC DESIGN PARAMETERS r " � �' (QX )ON SHEET S12 PRIOR TO PERMIT -J ' APPLICATION_ Cr '-g3,-11 1, FOUNDATION Q U M1 :7,11:��,,,� :111P'l FOOTINGSSHALLBEARONNATIVE,INORGANIC, wx� 1I� ! �� / UNDISTURBED SOIL BELOW EXISTING GRADE. W i ,', r-f •- CONCRETE STRENGTH SHALL BE 3,000 PSI IN Ce � °, MODERATE WEATHERING REGIONS AND 3,500 Cl- ��� ; ` •fi � � PSI IN SEVERE WEATHERING REGIONS(SEE DETAIL 11511)[R301.2 AND R402.2]. ool Ii. l WOOD FRAMING " (I ALL WOOD SHALL BE APPROVED NATURALLY 6 DURABLE OR PRESSURE-PRESERVATIVE- .' 1 I I TREATED(R317.1). ALL WOOD IN CONTACT WITH I THE GROUND,OR EMBEDDED IN CONCRETE EFFECTIVE SHALL BE APPROVED PRESSURE- MARCH,zoic 3 �+ • ] PRESERVATIVE-TREATED WOOD SUITABLE FOR REVISIONS I 1 LEGEND: GROUND CONTACT USE(R317.12). ALL CUTS SHALL BE FIELD TREATED WITH COPPER NO. DATE `vA ®=PROJECT SPECIFIC NAPHTHENATE 2%COPPER)[R402.1.2]. \ DECK COMPONENT DESIGN PARAMETER TO FASTENERS,ANCHORS,AND CONNECTORS :. BE PROVIDED BY FASTNERS SHALL BE HOT-DIPPED GALVANIZED, APPLICANT ON SHEET S12 STAINLESS STEEL,OR APPROVED FOR USE IRXXX.X]=2017 ORSC WITH PRESERVATIVE-TREATED LUMBER. 1- SECTION REFERENCE COATING TYPES FOR FRAMING ANCHORS SHALL General Notes APPROVED=ACCEPTABLE BE IN ACCORDANCE WITH MFR'S TO THE BUILDING OFFICIAL RECOMMENDATIONS(SHALL BE PROVIDED WITH General Notes [R202] SUBMITTAL)[R317.3]. S01 NTS SOA "Fi, oco E c o 'd \ i V O RD 2 N d EXTERIOR WALL NOTE:THE FLOOR JOISTS SHALL BE RUNNING PERPENDICULAR TO THE BAND JOIST AS SHOWN. GUARD OPENINGS 0 GUARD(DETAIL 1/505) WHEN JOISTS ARE SHALL.NOT ALLOW RUNNING PARALLEL,A THE PASSAGE OF A DESIGN AND DETAILING 4"DIAMETER OF THE LATERAL LOAD SPHERE[R312.1.3] 0 E_W CONNECTION IN ACCORDANCE M W ACCEPTED ENGINEERING ` re C] PRACTICE SHALL BE 12 DECKING(DETAIL 4/S05) 0 W SUBMITTED FOR REVIEW. 0 3,.- ,.�...-.,v z > `6s_, g • • • • 'ii. . rt. i,,;,; NOTE:BAND JOIST FQ-\'''''''''`---- LEDGER(DETAIL 3/S(}4) mN SHALL BE A MINIMUM 2x \\ NOMINAL SOLID-SAWN ❑B JOIST } 0 OR A 1x9-1/2 ACTUAL BEAM(DETAIL 2/SO4} WLAMINATED VENEER _� cc W LUMBER(LVL)[R507.2..2.] • —--HD LATERAL LOAD CONNECTION U/ MEMBER. OTHERWISE, (DETAIL 1/SO4) A DESIGN AND , a DETAILING OF THE " ©JOIST SPAN,Li 1 LEDGER CONNECTION IN ACCORDANCE WITH --Q JOIST CANTILEVER(LJ/4 MAX) ACCEPTED ENGINEERING PRACTICE SHALL BE SUBMITTED FOR REVIEW. EFFECTIVE c- FINISH GRADE(FOUNDATION ['POST' MARCH,2018 CLEARANCES FROM SLOPES SHALL BE IN ACCORDANCE WITH REVISIONS I�I,, SECTION 8403.1.9) NO. DATE ©FOOTING(DETAIL 4/SO4) [TI_A. _- Elevation 1 Side Elevation SO2 NTS SO2 0 Ilk ithh,..\ I' IIII 11, CD II v•I 1 i.1.i 1 i i m., , a 1 co 4441 IN • I'r- ‘:,:-.'''f% _ \. \ _ -•,:„.''',.1='; ''',40. ,,,t*:•',,' '',41e,...$ i I , . ..":47:200. - . it ',..1,,,,,..,, ,..•1,-.-414,•,44.1. 1,.:';, :"I 4,•,,,-...,,,:.,,,A20. .,i4i.4;:,';•...1..:.-;,,,ni,...$4,.t.494,:, 0 im-91:. \,,,,•-.7------- - -. .-!• -it-4:4_.,,,,,,,,•40:444 -1 ......_ . . rn I •:7 iv 46_7-, A \ . t f,..........__ 1 k41.,,,,,v44ZPL:z 4 Oil til A ril,Pti.t.Th; 4: titgo.-.6%!z,,17;crt roie Y-...'-'.-':.:•:,x.:,ijai,4 I, i Ai / 44.0. M•;t:...05;1,4)' *14 pi,:-*-47 iiimM••=girmiamaelir IIt& ' Viggi r..A;:t / ,. ,, km,SIMINIMMNIM, Mr -.‘1111111111= C ta.,,,•!'-'efit'0414'''''' =_ _ —Jo I7,,,,I. I I I:POST HEIGHT I ,A fiiiiiiiiii 7- .4,... I . 1 i„....., ,. .... -..„ Z 73 m READY-BUILD PLAN PROGRAM 13 P 1-7-1 1 , CA CD 0 C7) rt;1 0 PRESCRIPTIVE DECK ... --I 503-378-4133(main) CD In 2017 ORSC bcd.info@oregon.gov { I 4 '-'7"- , CORROSION RESISTANT ❑ 2 S - �Ir ' FLASHING INSTALLED IN �' ` = DECK JOIST PER o t E�rn + • SHINGLE-FASHION FOR .! �► DETAIL 1/507,TYP o. WATER TIGHTNESS / £ "o 4 1. , . WHERE DECK MEETS •I APPROVED JOIST TO = e n Y U I\ EXTERIOR WAIF_ ® BEAM CONNECTOR m i c �� [R703.4] 411P'4411". ► [R507.7� = N t �— © HOLD-DOWN DEVICE • ✓ WITH MIN 750 LB. BEAM PLIES SHALL BE CAPACITY AT 4 FASTENED WITH(2) �` LOCATIONS,EVENLY ROWS OF 10D NAILS DISTRIBUTED ALONG MIN AT 16"O.C.ALONG DECK AND ONE WITHIN 24" e EACH EDGE[R507.6] -.-- OF EACH END OF THE • • LEDGER. DEVICE SHALL 'Y • --©DECK BEAM PER ------ BE INSTALLED IN j �„_�1—/ _ DETAIL 11S09 + � ACCORDANCE WITH I , MANUFACTURER'S APPROVED BEAM TO (,� +•_- RECOMMENDATIONS4 -''�/ POST CONNECTOR Q �jJ - '4 [R507.2.4].SEE DETAIL Z I [R507.7.1].SEE DETAIL 0 i ; 3/S06 FOR ALTERNATE 0 21S06 FOR ALTERNATE CONNECTION ii ,�`` CONNECTION a W V 13 DECK JOIST PFR _�� QD DECK POST PER z /> IT J DETAIL.2/507 DETAIL 2/S09 i. �.,, O SLateral load connection 2 Joist to beam and beam to post connection o a F' SO4 NI'S SO4 NTS m ET v?-, F) DECK POST PER o V Q LATERAL LOAD -g------------ DETAIL 2/S09ce W CONNECTION PER DETAIL TO 1 RIM 1/SO4 OR 2/S06 APPROVED POST' Ce FOOTINGCONNE(:TOR d. 1-4/ z FLASHING BETWEEN DECK INSTAt..i_F'D IN AND EXTERIOR WALL PER ACCORDANCE WITH DETAIL 11504 MIR'S INSTRUCTIONS I [R507.8.1] ©DECK LEDGER FINISH 0 1 0 FASTENING PER DETAILS GRADE • 1/S08 AND 2/S08, 0 ® STAGGERED AS SHOWN ' , EFFECTIVE FF Cz VE MAR�o N 113 411 APPROVED JOIST HANGER 1 '�` \I_='1= REVISIONS .z x x x WITH DEPTH NOT LESS [ t NO. DATE ____,� N N N THAN 60%OF JOIST DEPTH c7 w �_____ O Oo 0 [R507.7 AND R507.5.1] z w w jJ LEDGER z z z �O z z FASTENER g QF DECK LEDGER(2x8 0 Y-i ------_--- -- SPACING PER •-----` --- MINIMUM)PER DETAIL "- NOTE:SEE DETAIL. DEIAIL_1/S08N= 1/512 EQUAL TO OR 1444:F-O 41506 FOR 't'CO N. GREATER THAN'I HE DECK J� ALTERNATE POST Details -- JOIST DEPTH ^ LL TO FOOTING -- E❑FOOTING SIZE CONNECTIONS PER 1/S10 3 Ledger connection 4 Post to footing connection SO4 NTS SO4 NTS SO4 -1,4-44--r'" , .'';III- 2X6 OR 514 BOARD RAIL ' EACH POST WITH(3)16D n i -g die 6'0"MAX POST SPACING - ^ I ,� • CAP ATTACHED TO _ i , I , NAILS OR#10X3 WOOD " o .....7.....__.:1_:_:_:. =-77=1, ;+- _ �.�;� cc.---.t i j � h SCREWS e a� .1 � � � r' � � � � ; 2X2 BALUSTERS m = c:i S S r f ATTACHED AT TOP AND d 179art i • r 9 • BOTTOM WITH(2)8D c 0 P # # NAILS OR(1)#8x2-1/2" a r-; ' - Q .MIN WOOD SCREW - - - �� ( e a j .FASTEN RIM JOIST TO -,-. - I LLL... 1 END OF EACH JOIST :F: :�:r ��:,-:-:�' .�: 1 a- 'WITH(3)10D NAILS OR ' #10x3• "WOOD SCREWS �- 0 i ' • r [R507.5.1] • ■■■■kl - � �- 17, _ _•/ �' 4X4 GUARD POSTS W 2"MIN- ._. Z—SEE DETAIL 21S05 'Z JOIST SIZE OPENINGS SHALL GUARD POST o C] NOT ALLOW THE 2X4 TOP AND BOTTOM • ATTACHMENT PER 0 12X8 =3 114" PASSAGE OF A 4" ATTACHED TO EACH POST • • DETAILS 11505&31S05 ¢ W 2X10=5" DIAMETER SPHERE WITH(2)80 NAILS OR(2) Za) 2X12=5" [R312.1.3] #8X3"WOOD SCREWS • DECKING PER I. DETAIL 41505 a I. 0 1 Deck guard 2 Deck guard o Q. r- J r' S05 NTS SOS NTS Ce N RIM JOIST Co o_ w UNDERSIDE OF DECKING DECKING PER DETAIL IX 1 1/S07 1_- HOLD-DOWN DEVICES FROM GUARD POSTS TO di /------1 DECKING TO AUGNED DECK JOIST EACH JOIST WITH(2)80 a. AWITH MIN 1800 LB. THREADED NAILS OR{2) ii irni CAPACITY EACH, #8 SCREWS[RSO74] ACCORDANCE WITHEFFECTIVE MFRS INSTRUCTIONS. MARCH,r. THE THROUGH BOLTSlib ' - w k AND WASHERS SHALL REVISIONS la ��` BE CENTERED ON THE NO. DATE GUARD POSTS AND1/S"PARALLEL GAP �i ' DETAIL 1/S05 AS SHOWN IN RECOMMENDED „r BETWEEN DECKING DECK JOIST MEMBERS FOR ® DRAINAGE AND TO REDUCE WARPING GUARD POST /'/ Details 3 Guard post to joist connection 4 Decking connection // 505 NTS SOS NTS S05 GUARD POST411 • FLOOR SHEATHING NAILING �'o + +,t..--�`'�� �-AT 6"O.C.TU JOIST WITH � 5 E `r /— HOLD DOWN DEVICES —, HOLD-DOWN $° • FROM GUARD POSTS TO r Y 0040". ALIGNED BLOCKING AND g ti FROM ALIGNED BLOCKING `~�., m S c TO ADJACENT JOIST WITH i' _ ; n 0 rte:,, MIN 1800 LB.CAPACITY -� EACH,INSTALLED IN ACCORDANCE WITH MFR'S �. INSTRUCTIONS. 41/11 MIIIIIIIN THROUGH BOLTS AND WASHERS SHALL BE t"-.0 """+ i�.� �' CENTERED ON THE GUARD ;. �• POSTS AND SPACED AS SHOWN IN DETAIL 1/S05. -_� / + 'HOLD-DOWNS OR SIMILAR V ATTACH ALIGNED FROM 2017 ORSC `---__ W CONNEC DEVICESGIG Q +' ': FIGURE 8507.2.3511 CONNECTING ALIGNED DECK 0 Q BLOCKING TO JOISTS WITH - (2)10d THREADED NAILS JOIST TO FLOOR JOIST p VIEW FACING 4 OR WOOD SCREWS EACH NOTE:HOLD-DOWN TENSION DEVICES PER THIS DETAIL..SHALL HAVE p-cc W 0 OPPOSITE SIDE END OF BLOCKING GUARD POST 1,(100 LB.MINIMUM CAPACITY,BE INSTALLED IN NOT LESS THAN TWO 6 LOCAT IONS,AND BE WITHIN 24 INCHES OF EACH END OF DECK. a. E"- Q SGuard•ost to blockin, connection 2 Alternate deck attachment for lateral loads o a• S06 NTS S06 NTS m smia N U ix W 2-1/2"MIN4 a/ 6X6 MINIMUM POST SIZE In. 11° � • - r ► =. Tm0 - - ( [. ' _• •-- J MARCH,2018THROUGH-BOLTS WITHr'-- REVISIONS WASHERS NO. DATE q _. FROM 2017 ORSC FIGURE R507.8.1 N\ NOTE:POSTS SHALL BE RESTRAINED TO PREVEN T LATERAL — - DISPLACEMENT Al HIL BOTTOM OF SUPPORT. SUCH RESTRAINT SHALL. --- __----._--, NOTCH IN POST FOR BEAM BE PROVIDED BY MANUFACTURED CONNECTORS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS OR A ' MINIMUM POST EMBEDMENT OF 12 INCFIES IN SURROUNDING SOILS OR Details FROM 2017 ORSC FIGURE R507.7.1 CONCRETE. NOTE:ALL_BOLTS SHALL HAVE WASHERS UNDER THE HEAD AND NUT. 3 Alternate beam to post connection 4 Alternate post to footing connections SO6 NTS S06 NTS S06 FROM 2017 ORSC TABLE R507.4 ^ I o JOIST SPACING 1 t E o v a a MAXIMUM ON-CENTER JOIST SPACING(in.) )u 2 E DECKING TYPE AND ,x . r Q o NOMINAL SIZE '.=' n.2 Perpendicular to joist Diagonal to joist' m ° "'.� ! i, � 514-inch-thick wood 16 12 6,'°tf 2-inch-thick wood 24 16 Plastic compositeh Per decking manufacturer Per decking manufacturer a.Maximum angle of 45 degrees from perpendicular for wood deck boards. b.Plastic composite deck materials shall comply with the requirements of ASTM D7032 and Section R507.3. U 1 Maximum Joist Spacing Table(from 2017 ORSC Table R507,4) (Ju S07 NTS ix a Q 0 a W U >_ C o a J LL N JOIST SPANS, L, (ft-in.) mr V SPACING OF DECK JOISTS WITH NO CANTILEVERb SPACING OF DECK JOISTS WITH CANTILEVER SPECIES' SIZE (in.) (in.I re W Ce 12 16 24 12 16 24 0- , 2x6 9-6 8-8 7-2 6-3 6-3 6-3 Douglas Fir- 2x8 12-6 11-1 9-1 9-5 9-5 9-1 Larch,Hem-Fir, , Spruce-Pine-Fir 2x10 15-8 13-7 11-1 13-7 13-7 11-1 EFFECTIVE 2x12 18-0 15-9 12-10 18-0 15-9 12-10 MARCH,20113 2x6 8-10 8-0 7-0 5-7 5-7 5-7 REVISIONS . NO. DATE Redwood, 2x8 11-8 10-7 8-8 8-6 8-6 8-6 Western Cedars, Ponderosa Pine, 2x10 14-11 13-0 10-7 12-3 12-3 10-7 Red Pine 2x12 17-5 15-1 12-4 16-5 15-1 12-4 a.No.2 grade. Tables b.Cantilevered spans not exceeding the nominal depth of the joist are considered"with no cantilever for this table. 2 Maximum Joist Spans Table From(from 2017 ORSC Table R507.5) S07 NTS S07 s LEDGER CONNECTION TO BAND JOIST' z V S M O1 6 N JOIST SPAN(ft.),L,r ; g c 6 CONNECTION DETAILS <8 < 10 < 12 < 14 <16 < 18 z tb <6 ' o u >a 2-8 ON-CENTER SPACING OF FASTENERS(in.) 1/2-inch diameter lag screw with 1/2- 30 23 18 15 13 11 10 inch maximum sheathingh 1/2-inch diameter through bolt with 1/2- 36 36 34 29 24 21 19 inch maximum sheathing" 1/2 inch diameter through bolt with 1- 36 36 29 24 21 18 16 inch maximum sheathings _� (j a.Ledgers shall be flashed with approved corrosion-resistant flashing applied shingle-fashion in a mariner to prevent entry of water into the wall cavity or Q t11 penetration of water to the building structural framing components in accordance with Section R703.4. cc 0 b.The tip of the lag screw shall fully extend beyond the inside face of the band joist. c.Sheathing shall be wood structural panel or solid sawn lumber. d.Sheathing shall he permitted to be wood structural panel,gypsum hoard,fiberboard,lumber,or foam sheathing.Up to 1/2-inch thickness of stacked 0- 'W 0 washers shall be permitted to substitute for up to 1/2-inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. g CO o 0v a.. rs- Minimum Leer Connection Table(from 2017 ORSC Table R507.2) J �/ o LL N NTS >- U w CO a- W cc 0 PLACEMENT OF LAG SCREWS AND THROUGH BOLTS IN LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS(in.) EFFECTIVE MARCH,2015 TOP EDGE BOTTOM EDGE CU I ENDS ROW SPACING REVISIONS LEDGER' 21 3/4 2h 1 5/8h NO. DATE BAND)JOIST` 3/4 2 2h 1 518h a.I_ag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with detail 3/SO4. b.Maximum of 5 inches. c.For engineered rim joists,the manufacturer's recommendations shall govern. Tables d.The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with detail 3/SO4. AI Ledc er Fasteners Placement Table(from 2017 ORSC Table R507.2.1) SO8 NIS SO8 1 BEAM SPANSa, Ln(ft.-in.) a 2 0 I P €o DECK JOIST SPAN,L,,,(ft.) .u & t, SPECIESb SIZE 9 °� <6 <_8 <10 512 514 _<16 <_ 18 < r,--ti ANL 29 3x6 or 2-2x6 5-5 4-8 4-2 3-10 3-6 3-1 2-9 3x8 or 2-2x8 6-10 5-11 5-4 4-10 4-6 4-1 3-8 3x10 or2-2x10 8-4 7-3 6-6 5-11 5-6 5-1 4-8 3x12 or2-2x6 9-8 8-5 7-6 6-10 6-4 5-11 5-7 4x6 6-5 5-6 4-11 4-6 4-2 3-11 3-8 Douglas Fir-Larch,Hem- (y) Fir,Spruce-Pine-Fir, 4x8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 �� W Redwood,Western C3 I Cedars,Ponderosa Pine, 0 4x10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 Red Pine cc LU 4x12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 z 3-2x6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 0) O 3-2x8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 = o Ct N 3-2x10 12-0 10-5 9-4 8-6 7-10 7-4 6-11 0 C) < Cl) 3-2x12 13-11 12-1 10-9 9-10 9-1 8-6 8-1 tu LU a.Beams supporting deck joists from one side only(with optional joist cantilever). Ce b.No.2 grade_ 0.. c.Beam depth shall be greater than or equal to depth of joists with a flush beam condition. Maximum Beam Spans Table(from 2017 ORSC Table R507.6) S09 NTS POST HEIGHT - EFFECTIVE SPECIESb DECK POST SIZE HEIGHTa(ft.) MARCH,2018 REVISIONS Douglas Fir-Larch,Hem-Fir, 4x4 8 NO. DATE Spruce-Pine-Fir,Redwood, Western Cedars,Ponderosa 4x6 8 Pine,Red Pine 6x6 14 a.Measured to the underside of the beam. Tables b.No.2 grade. 2 Maximum Post Height Table (from 2017 ORSC Table R507.8) S09 NTS r S09 FOOTING DIMENSIONSaE o ROUND FOOTING SQUARE FOOTING WIDTH MINIMUM FOOTING t er 82 BEAM SPAN(ft),La JOIST SPAN(ft.),Li DIAMETER(in.) (in.) THICKNESSb(in.) • ; .� 1°3.2 43 a n • < l0 18 16 8 N )M.0 tie <G <_14 21 19 8 < 18 24 21 10 < 10 20 18 8 <8 < 14 24 22 10 < 18 27 24 11 0 <10 23 20 9 Q W SIO w Q < 14 27 24 11 C9 < 12 < 10 25 22 10 a_ LU 0 z _ w < 14 < 10 27 24 11 d I— O o a_ N c a.Assumes 1,500 psf soil hearing capacity per Section R401.4.1. m cr N h.In accordance with Section R403.1.4,footings shall be placed not less than 12 inches below the finished grade on undisturbed ground surface and shall extend below the frost line depth specified in f able R301.2(1).Coordinate tooting thickness with post base manufacturer installation instructions. Q lll cr W 1 Minimum Footing Sizes Table(Ref 2017 ORSC Section R403) CC S10 NTS Q. EFFECTIVE MARCH,201H REVISIONS NO. DATE Tables Sb0 2017 ORSC TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAO a W COUNTY GROUND SNOW ULTIMATE DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE g E LOAD°=36 psf WIND SPEED CATEGORY Weatheringd Frost One depth(Inches) Decay -,tj . ci Baker 3,200 Note b Note c Severe 24 Slight Benton 400 Note b Note c Moderate 12 Moderate . Clackamas 500 Note b Note c Moderate 12 Moderate .1 `;'c m Clatsop 400 Note b Note s Moderate 12 Moderate i o t bi Columa 400 Note b Note c Moderate 12 Moderate Coos 400 Note b Note c Moderate 12 .Moderate Crook 4100 Note b Note c Severe 18 Sight Cony 400 Note b Note c Moderate 12 Moderate Deschutes 4,000 Note b Note c Severe 18 Slight Douglas 1,500 Note b Note c Moderate 18 Moderate Gilliam 3,000 Note b Note c Severe 24 Moderate S.45.5°N Note b Note c N.45.5°N Note b Note c Grant 4,100 Note b Note c Severe 24 Slight 1�/ Harney 4,100 Note b Note c Severe 24 Moderate /•i�• Hood River Note a Note b Note c Severe 24 Moderate V Jackson 2,000 Note b Note c Moderate let Slight 9 < W Jefferson 4,100 Note h Note c Severe 18 Moderate Q DC Q Josephine 4,100 Note b Note c Moderate tel Moderate Klamath 4,000 Note b Note c Severe 24 Moderate 0 Lake 4,200 Note b Note c Severe 24 Slight ft ILI Lane 500 Note b Note c Moderate 12 Moderate 0_ Lincoln 400 Note b Note c Moderate 12 Moderate Linn 700 Note b Note c Moderate 12 Moderate Q. I 0 Malheur 3,400 Note b Notes Severe 24 Slight O a r'- Mason 500 Note b Note c Moderate 12 Moderate Morrow 3,000 Note b Note s Severe 24 Slight 5 IX 0 SA5.5°N Note b Note c CO N N.45.5'N Note b Note c >' Multnomah 500 Note b Noe c Moderate 18 Moderate Q Polk 400 Note b Note c Moderate 12 Moderate IX W Sherman 2,000 Note b Note c Severe 24 Slight S.45.5°N Note b Note c Ce N.45.5'N Note b Note c Tillamook 400 Note b Note c Moderate 12 Moderate Umatilla 3,000 Note b Note c Severe 24 Slight S.45.5°N Note b Note c N.45.5°N Note b Note c Union 3,000 Note b Note c Severe 24 Slight Wallowa 3,000 Note b Note c Severe 24 Slght Wasco 2,000 Note b Note c Severe 24 Slight S.45.5'N Note b Note s N.45.5N Note b Note c EFFECTIVE Washington 400 Note b Note s Moderate 12 Moderate MARCH,2018 Wheeler 4,100 Note b Note c Severe 24 Slight Yamhill 400 Note b Note a Moderate 12 Moderate REVISIONS NO. DATE a.For locations with elevation higher than the listed values or for a possible reduction in minimum design roof snow load from 25 psf to 20 psf,refer to the Snow Load Analysis for Oregon(including the ground snow load maps)published by the Structural Engineers Association of Oregon in 2007,in conjunction with the 2010 Oregon Snow Load Map update and Interim Guidelines for Snow Load Determination for the State of Oregon,pub fished in 2011. . b.Refer to Figure R3012(4)for mapped Ultimate Design Wind Speeds.Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2,1.4, c.Refer to Figure R301.2(2)for mapped Seismic Design Categodee. d.A severe daast icaton is where weather conditions result in significant snowfall combined with extended periods during which there is little or not natural thawing causing de-Icing salts to be used extensively. ' e.For elevations below 500 feet.the ground snow load is 50 psf Above 500 feet,see Note a. Tables f.The frost line depth below 2,500 feet in Jackson and Josephine Counties is 12 inches. g.See Section R301.2 and R322 for establishment of flood hazard design criteria. 40 h.See Section R327 for establishment of wildfire hazard design criteria. Climatic and Geographic Criteria By County NTS S 1 1 s 11 ao EDECKING IR507.41: a size: 02x Dfive-quarter material: ❑preservative-treated Oplastic composite ❑naturally durable(e.g. cedar) = W orientation: ❑perpendicular to joists Odiagonal to joists m t m= t �3 ©JOISTS 1R507.51: size: 02x6 ❑2x8 02x10 ❑2x12 spacing: 012 in. 016 in. 024 in. span, Lj: ft.- in. cantilever: ft.- in. (L,1/4 MAX) rim joist: 02x6 02x8 02x10 02x12 Onot applicable CC7 BEAMS 1R507.61: V plies: 01 02 03 2 W size: 02x6 02x8 02x10 02x12 04x6 ❑4x8 04x10 04x12 ❑ x span, LB: ft. - in. W cantilever: ft. - in. (LB/4 MAX) Z QD POSTS 1R507.81: a ~ O size: 04x4 04x6 06x6 ❑_x a o height: ft.- in. m' N >- D ED FOOTINGS fR507.8.11: w V) size: in. ❑square ❑round rc W thickness: in. re EL E1 LEDGER[R507.21: size: 02x8 02x10 02x12 fastener: 01/2"through-bolt 01/2"lag screw Ocode-compliant alternate(attach report) fastener spacing: in.on-center © LATERAL LOAD CONNECTION FR507.2.41: EFFECTIVE 0(4)750 pound hold-down tension devices(detail 1/SO4) MARCH,2018 0(2) 1,500 pound hold-down tension devices(detail 2/S06) REVISIONS ❑code-compliant alternate(attach report) NO. DATE El GUARDRAIL POST ATTACHMENT 1R301.51: ❑details 1-3/S05&1/S06 ❑code-compliant alternate(attach detail). Project Specific NOTE:THE PERMIT APPLICANT SHALL PROVIDE THE PROJECT SPECIFIC DESIGN BY CHECKING THE APPLICABLE Information BOXES AND ENTERING T HE APPROPRIATE INFORMATION ABOVE PRIOR TO PERMIT APPLICATION. 1 Project Specific Information S12 NTS S12