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Plans (2) nisi-zoao-002 ) I si3-741 SLO TT E Hi(,.L Cr 8 GENERAL NOTES C ` w -2.o t 1 SCOPE ° o E c - Y,*� dGS a41�„ RECEIVED SINGLE LEVEL EXTERIOR DECKS ATTACHED TO o p m � jj�[ THE EXTERIOR WALL OF A ONE-OR TWO-FAMILY 6' ° M g '. J ,, '1 In S '1 w v ,, ' t1;;E,1 t l DWELLING. a - m o �, ,qa FA a ivo O C T 14 2020 M G + rl e k 1 1q1 I C' ro.Ndi} m F v i 'dF 1 �,�W y C7 APPLICABLE BUILDING CODE 7S._ o 6 �lin 4 10,31P, I-''higNI 6T:f 4 r�1i,' CITY OF TIGARD 2017 OREGON RESIDENTIAL SPECIALTY CODE m k'i $i r y III di , Ith' ,y ' ORSC -1'4� fFa �'r�' ���k�'�� Iu� �`>�p1�'r��� 1 , �� BUILDING DIVISION (ORSC). f LIMITATIONS OF USE ,ul , ,i I I tI III IIIII ! USE OF AND ANY MODIFICATIONS TO THESE r � �n i 1 �4^ 1 r III , READY-BUILD PLANS IS SU$JECT TO REVIEW „r AND APPROVAL BY THE BUILDING DEPARTMENT V't ls,r n 11 '''. ';ll'$ � �� ��I ��I ����'I 1��1 ���i�lu ;.:- HAVING A. WIND SPEED 105-135MPH ► I I I I I .. . WIND EXPOSURE CATEGORY:B,C,OR D Y 1 ` I C. SEISMIC DESIGN CATEGORY:C,Di,OR D2 V M D. GROUND SNOW LOAD:<40 PSFWr ' I ,d DECKS SUPPORTING LARGECONCNTRATED tit',Act � � � � '. ', � '� LOADS SUCH AS HOT TUBS ARE BEYOND THE o In 3 j1 6r `I I I I I SCOPE OF THIS DOCUMENT. a W U 1p d, I ( I APPLICANT SHALL USE THE CODE PRESCRIBED Z 0 r I • TABLES CONTAINED HEREIN AND RECORD g O 1 i 1 I\ o y " = : III �; THEIR PROJECT SPECIFIC DESIGN PARAMETERS 0 a ti 1 I �� =r- ✓ I ON SHEET S12 PRIOR TO PERMIT I I © o I I . II,, I , •'I` : "1:"..-';',",' ,�I,I I I�I I,,' APPLICATION. m � w '+� ;' ! i., r! ,,' )I,. FOUNDATION 1 I G • , 111: 14. h �� SHALL BEARON NATIVE, INORGANIC I 4^ FOOTINGS E L I., q UNDISTURBED SAIL BELOW EXISTING GRADE. W ®" , ' � ° " a r� CONCRETE STRENGTH SHALL BE 3,000 PSI IN �I'u' 60l Alt ,' r t, , MODERATE WEATHERING REGIONS AND 3,500 a. 1���"�i ii 1 I I , ,�d,1 PSI IN SEVERE WEATHERING REGIONS(SEE , .r7 1,t '1'ri P 4 [g'11 ) I 1i. DETAILI/611)[R301.2ANDR402.2]. 7, ti 41 ,I4,, i ; it i ' WOOD FRAMING 9" p I [ 2.u �� '‘1-': t r J' It 41- t ALL WOOD SHALL BE APPROVED NATURALLY c DURABLE OR PRESSURE-PRESERVATIVE- "''' p t (I�y{ 'd1'] l I . '11i�I '' �,' TREATED(R317.1). ALL WOOD IN CONTACT WITH ' -I-I��,Iy"" !J�'�,k, ?IA 071 e 1 ip r ' � '(' k , . ' THE GROUND,OR EMBEDDED IN CONCRETE EFFECTIVE i::- t it 1G31s? `1;� I . r, i. �� '. r NIP. a 4 I '' MARCH,2018ca[c1 L ,w �k,1 �.+ye. b� i1r1" 4 SHALL BE APPROVED PRESSURE- 1. 1 ,, ,5 r io I tm i 1,X�,?ps . I i j ! !M� I ,r r, s+ ,I ^-, I► p •tt, +t1 .,,' [ 1� ,• a i PRESERVATIVE-TREATED WOOD SUITABLE FOR REVISIONS 1� 1, "m, ,,, 1 tP I S la( � ++ ,; . .,-.,, LEGEND: GROUND CONTACT USE(R317.1.2). ALL CUTS �® 14 , , ^41h 1 II At( ,nr t 8 't�+v I 1 r 1 r ' NO. DATE llt�'t „:„0.� °�a(1' ` s r`�Nf w f I I' I ©=PROJECT SPECIFIC SHALL BE FIELD TREATED WITH COPPER r,r 1y�r r d, �] r ` r. d• ,r COPPER)[R402.1.2]. , ,,,,,,m � 041,4�(�14 n 1 „ 1 }' 1 , y 0''' DECK COMPONENT NAPHTHENATE(2% ',01 o, r , f i) 4r1�'`-`jv)r1 " I , i ' f "- ' DESIGN PARAMETER TO �f \in r'r hhr,,K I FASTENERS,ANCHORS,AND CONNECTORS u i ( r a'It, , , BE PROVIDED BY FASTNERS SHALL BE HOT-DIPPED GALVANIZED, 1 ° r APPLICANT ON SHEET S12 .Y�='�I� [ 1 !� "'� 1 `' STAINLESS STEEL,OR APPROVED FOR USE II 1' ' i i' rw1 ! , ,, ,I [RXXX.X]=2017 ORSC WITH PRESERVATIVE-TREATED LUMBER. General Notes +' 1 11 I _ t' SECTION REFERENCE COATING TYPES FOR FRAMING ANCHORS SHALL , 1 ' "r; k o ." APPROVED=ACCEPTABLE BE IN ACCORDANCE WITH MFR'S ] I TO THE BUILDING OFFICIAL RECOMMENDATIONS(SHALL BE PROVIDED WITH 1 General Notes [R202] SUBMITTAL)[R317.3]. S01 NTS S01 C O , m 0 R 5 rn 6 E o ® P 9� L M C oP c �n L EXTERIOR WALL NOTE:THE FLOOR JOISTS SHALL BE RUNNING PERPENDICULAR TO THE GUARD OPENINGS © GUARD(DETAIL 1/S05) BAND JOIST AS SHOWN. SHALL NOT ALLOW WHEN JOISTS ARREETHE PASSAGE OF A RUNNING PARALLEL,A 4"DIAMETER DESIGN AND DETAILING SPHERE[R312.1.3} V OF THE LATERAL LOAD CONNECTION IN „ , . 2 W ACCORDANCE WITH , CI ENGINEERING r DECKING(DETAIL 4/S05)PRACTICE SHALL BE X W SUBMITTED FOR REVIEW. �_ , . . . . . ,. . .^ Z fr 0 a � o OT NE:BAND JOIST 0 LEDGER(DETAIL 3/SO4) } N SHALL BE A MINIMUM 2x 0 JOIST NOMINAL SOLID-SAWN Q BEAM(DETAIL 21SO4) 2 co ORA1x9-112ACTUAL W LAMINATED VENEER ©LATERAL LOAD CONNECTION LUMBER(LVL)[R507.2.2] (DETAIL 1/SD4) cc MEMBER. OTHERWISE, a A DESIGN AND El JOIST SPAN,L� / \ / DETAILING OF THE I LEDGER CONNECTION IN ACCORDANCE WITH ©JOIST CANTILEVER(L!4 MAX) ACCEPTED ENGINEERING PRACTICE SHALL BE SUBMITTED E El POST FOR REVIEW. EFFECTIVE FINISH GRADE(FOUNDATION MARCH,2018 TIV CLEARANCES FROM SLOPES SHALL BE IN ACCORDANCE WITH r REVISIONS SECTION R403.1.9) NO. DATE 1 — l I — I I t El FOOTING(DETAIL 4/SO4) Elevation I — I I - 1 Side Elevation SO2 NTS SO2 . —> , 0 c 0 , g ,- o • • 4.1i 4.''''f'n••'',. ,r ij /al • I • K . . Alk ,!4:1'. Aillir%.14111114.17"1111.11%.1„..,,-, ' ' SO5 4111`;-it mimmlimelew., , I ii ., ..... o''' --- ... .... so 4..., , " ... _ ... • , • •, ".•• .....'''......„............... " • , 6 . .. - . !...,..,1 - .-.4MIIIPIPP. . '"-----....... C.) - I CI , ..0-,' • ' ...ii e• . — --er:„, - ,„ „, , _iroopor--- -1.- . ,.. ----- . , • 2 w (.3 • .--, i... cn [1. 1,........., .440\ „. ....op, IBM AllAxT ,....-' af BEAM SP'Atv' L ------4140111100-"- : • ; ff: Z .00. CC '' .'.-.'ft,--0 f -.a,i v i I I I OillilltIllggis iiii 0 1 0 0 I I I 1•-' .-. • - io , 0 o CL• I ——v:111..7.---61 — ....i m•••• 0 D Ct Cs1 • „ - Willik1111111.11.11.... : -41'804 --" • ••• -. ..,_..L.__ so4 0 . , -al cc LLI --- Anown...._111111........ Ce 24 Ct. . ------------------- SO4 , .-.. ,',.. .4,. M , I co , R . EFFECTIVE ID : MARCH,2018- ' 1 " IVA' '''',. , % i OA v '' • 'f'''A,1 , REVISIONS NO. DATE ... y v.,i '', A:,-,.f.) .1'%1,5:.Z`I.T'Vi. . ‘,,,' . •,1 'tit ti....t., ite Op'.; V,,.:'14r%, „Olir ' '..Js.C,,(Llr'c.i'i ''' Ir., ‘'..etif Y:t..?t,f',.• Elms. : „ .,'k's• i '''.i ";24164*yr 'i.'q' " 0,1..;''',''I 0,' g,!4` , ;,' 11 Ir4,-.0 ,-,'' ,,- RA, '" '17' r Of 44 i d ' ' ' /".?Vr':*1 14^ 1 r• ,' "'i: '04,1 ::!4i1V 41" 't" ' 4if,...,,o,, _ t„,i,,,t.., ,, , - :.,4,qt..,- i 6 8 It'l'''-':. •t k4a+,,, , ,:: ,,-4 1 Ili,..-, i. -• ' ,. ,'-,t't4k','I 's: 'ie2q., 4, Vir AVIVI 'Z1, .., ',et., 1' ',1',,4, ,r„I, . 44, 'g, .,Ip ," ',' '4,..I.Nt.zi' ;Akrr,„ ,,-.:.(1 v ,,, -q-(4.,,:,i,.:, ,Iskt,---,: a ., gm I: n4 '. .47.47,,3,,,i'.'6's,',. . . ,. Perspective 406riAlii0 - ' A' . I .,' tiv' '',' ! I I k ilk .... _ — --- SO4 SO3Deck Perspective so3 NTS CORROSION-RESISTANT IN RESISTANT ,,, ,ay *It�3 t — p DECK JOIST PER o m & 1�1 a st. F ✓'- DETAIL 1/S07,TYP s C a,r,' �" FLASHING INSTALLED IN ��' +'(tt �1t t _ �+ s ° E a yx, • _ SHINGLE-FASHION FOR [S 4,1' ',,, t.����4 ht'4 A,t,,? r''r¢�i` �� "e„ • _m ® WATER TIGHTNESS ' ' ' v ' [ a ] c € o . . a . �••°"w , �, , h t °, t" ( /^ 'u.. r i APPROVED JOIST TO a ' . 1. t EiVf ++ WHERE DECK MEETS1�et t r +^°N�, t 'Mx';)BEAM CONNECTOR = 39 c e Et a5 n d �..A' R I Y ] � ,�,y';'- EXTERIOR WALL b rl� 3i sir '�F. s�r1 ] m ��mr !,,,,« r y't l. s - [R703,4] , .;,E i K ,��:�;/"'� r a w~ p 9v��9���� L' tfr�' G;'tpu"y° [R507.7] o La �` "` .ro-1:t+tir` ar sti r .- a a +'V�'a +ASks��u'r<"anR>y,,� it : ' m inn „L,,k m� ,aJ t ® HOLD-DOWN DEVICE • BEAM PLIES SHALL BE WITH MIN 750 LB. FASTENED WITH(2) V' CAPACITY AT 4 ROWS OF 10D NAILS 0 LOCATIONS,EVENLY MIN AT 16"O.C.ALONG .4' DISTRIBUTED ALONG EACH EDGE[R507.6} ;4 DECK AND ONE-WITHIN 24" t'I ® � • OF EACH END OF THE :•' ©DECK BEAM PER LEDGER. DEVICE SHALL �• x &a ^� DETAIL 1/S09 BE INSTALLED IN �r.ovi;'1,00,,t �, , s., 1 y ► _�,,:" �� '�, ACCORDANCE WITH xivr�,+,°P"i. t4OPIIAJ-l„'• ,oi.? } u r r d` �' w ,a MANUFACTURER'S TM APPROVED BEAM TO U ,fit Hn ,>E ,i; r POST CONNECTOR .edam' I f'� �)V4'./ l 1 a iv .tl' I t s, L'@„� • RECOMMENDATIONS / dF - „u; i t), Ja] tn [R507.7.1].SEE DETAIL Q ,".„, C" �� [R507.2.4].SEE DETAIL '-'le'''' 3/S06 FOR ALTERNATE 8 Fitot"#`FaX� ,a+.n,r� �-.• - CONNECRALTERNATE iz 'CONNECTION d W 1�, � =„R itin..- ,,, CONNECTION U "fin`aF�r,yt1,tkg��, src, t w,, _ �� .,QD DECK POST PER ` ,kt i L,^t ayT� j`r��','w� �r� k , o, _ DAIL / 07 PER DETAIL 2/S09 r— O 4`, 1 4 e�, „ DETAIL 21S07 2 Joist to beam and beam to post connection a N- 1 Lateral load connection 5 2 SO4 NTS m No SO4 NTS ❑D DECK POST PER N p + 5` R 'w`,' `,(i t a I�i° 1 Fs ;°B�'�d4`nt .', .. DETAIL 2/S09 r,1y N, ryw -r ©LATERAL LOAD W )� '�,'I, '- tN ;4, p:�i ] ,°¢ t l ;a7AE ` � [,I.CONNECTION PER DETAIL APPROVED POST TO a tit - , .' t [i p' A t ,, g ,. t"I. v� ,1/SO4 OR 2/S08 FOOTING CONNECTOR O. x,i „. e J g asa u Trite INSTALLED IN FLASHING BETWEEN DECK ACCORDANCE WITH L '.' s., *1.1;r? ,}P g� �� MFR'S INSTRUCTIONS i ) ��� �` �:AND EXTERIOR WALL PER ' '- ] '1�` ^- LD+��,'6)ws x o„t" sl�' ' :DETAIL 1/SO4 [R507.8.1] 't _ 'Wit` '- p: t FINISH 'irj'{Q '' ! ©DECK LEDGER • ' �y 7 ] '® (y 'yk FASTENING PER DETAILS GRADE ']~ in ® !1/SD8 AND 2/SO8, •„' EFFECTIVE ' $ STAGGERED AS SHOWN MARCH,2016 'Olt. ® / p .a/ e o ■�m = REVISIONS '' APPROVED JOIST HANGER 1=11 ; . NO. DATE Z a0 0 cl WITH DEPTH NOT LESS ~ m= L� THAN 60%OF JOIST DEPTH O_W / II p p p [R507.7 AND R507.5.1]' z O I LLLLLJ OWZ FF LEDGER z Z Z F DECK LEDGER(2x8 OLL z ASTENER -m g � NOTE:SEE DETAIL MINIMUM)PER DETAIL ©=m SPACING PER `• I—O 4/SO6 FOR DETAIL1IS08 N EQUAL TO OR ALTERNATE POST Details u1 7 ti .': GREATER THAN THE DECK u_ TO FOOTING JOIST DEPTH ©FOOTING SIZE CONNECTIONS PER 1/S10 3 Ledger' connection 4 Post to footing connection SO4 NTS SO4 NTS SO4 .,fe_._ '''''" --•"11. 2X6 OR 5/4 BOARD RAIL 1 c o CAP ATTACHED TO I 4 ° E = 6'-0"MAX POST SPACING w• , _Ili ' '" r EACH POST WITH(3)16D ' ' NAILS OR#10X3"WOOD °�, 1 0SCREWS v.-.''m"r' "" " 4' r '5 'e •� I - ± ` ' 2X2 BALUSTERS n c • { r ATTACHED AT TOP AND 2 co n T r BOTTOM WITH(2)8D N 11 W° ;, , ',' •� ?' t k• e a e NAILS OR(1)#8x2-1/2" r . r .MIN WOOD SCREW 2 -, y e¢f'l `II a' cps Y c 1 * ` ' 11 ll ��� � , - ' ' FASTEN RIM HOOT TO . • . END (3 EACH JOIST WITH(3)10D NAILS OR �;—: 1.4.� < ,y. •; Mr '. #10x3"WOOD SCREWS � ' J ' I S . •" .I • [R507.5.1] � * r w • _} ® ! Ill C. 4X4 GUARD POSTS M W ~ Z-SEE DETAIL 2/S05 •, •"1 [: GUARD POST O JOIST SIZEIN OPENINGS SHALL ® ATTACHMENT PER O NOT ALLOW THE 2X4 TOP AND BOTTOM DETAILS 11S05&3/S05 p� w U 12X8 =3 1/4" PASSAGE OF A 4" ATTACHED TO EACH POST 2X10=5" DIAMETER SPHERE WITH(2)8D NAILS OR(2) ' DECKING PER 2X12=5" IR312.1.3] #8X3"WOOD SCREWS 0 DETAIL 4/S05ci a 1 Deck guard 2 Deck guard SI Ce o S05 NTS N S05 NTS > 0 t1 RIM JOIST ' ce La iN © DECKING PER DETAIL W UNDERSIDE OF DECKING 1/S07 0. ® HOLD-DOWN DEVICES ® I.I'I FASTEN DECKING TO ;.' • FROM GUARD POSTS TO EACH JOIST WITH(2)BD } ALIGNED DECK JOIST THREADED NAILS OR(2) f WITH MIN 1800 LB. ® #8 SCREWS[R507.41 'T CAPACITY EACH, ` [`.I- �,,... .. INSTALLED IN ACCORDANCE WITH EFFECTIVE • MARCH,zone ripf MFR'S INSTRUCTIONS. THE THROUGH BOLTS REVISIONS AND WASHERS SHALL. NO. DATE 4 BE CENTERED ON THE ; GUARD POSTS AND 1/8"PARALLEL GAP �. SPACED AS SHOWN IN - RECOMMENDED DETAIL 1/S05. ..6'1.6. 'BETWEEN DECKING ti MEMBERS FOR 'i DECK JOIST ® DRAINAGE AND 70 .; REDUCE WARPING Details GUARD POST • , .,' 4 Decking connection 3 Guard post to joist connection SOS NTS O G S05 NTS S 5 eki; ar, �„ GUARD POST 1 FLOOR SHEATHING NAILING o ,, a o �@ AT 6"O.C.TO JOIST WITH VVV HOLD-DOWN �' - HOLD-DOWN DEVICES E - q�J tt * �� FROM GUARD POSTS TO 5 6 ALIGNED BLOCKING AND -' g m • /' FROM ALIGNED BLOCKING ° r ' z n ' r _ - TO ADJACENT JOIST WITH ' MIN 1800 LB. CAPACITY !'� EACH,INSTALLED IN �' ,° , • ACCORDANCE WITH MFR'S •''' �i �' �® .INSTRUCTIONS.THE . THROUGH BOLTS AND WASHERS SHALL BE• � (.! • 4. .,;•emu •' CENTERED ON THE GUARD I � POSTS AND SPACED AS n�,� �� `� SHOWN IN DETAIL 11S05. cl',F (, �)`HOLD-DOWNS OR SIMILAR W ,s _, ATTACH ALIGNED FROM 2017 ORSC fF TENSION DEVICES FIGURE t7507.2.3(1� #`ry CONNECTING ALIGNED DECK O BLOCKING TO JOISTS WITH JOIST TO FLOOR JOIST O (2)10d THREADED NAILS ^ FLOOR J , VIE r U W FACING OR WOOD SCREWS EACH NOTE:HOLD-DOWN TENSION DEVICES PER THIS DETAIL SHALL HAVE ` OPPOSITE SIDE END 1,500 LB.MINIMUM CAPACITY,BE INSTALLED IN NOT LESS THAN TWO 3 = ct OF BLOCKING GUARD POST LOCATIONS,AND BE WITHIN 24 INCHES OF EACH END OF DECK. 0. I— 0 2 Alternate deck attachment for lateral loads o o S Guard •osttoblockin• connection SO6 NTS co ' it N S06 NTS 5 V W 2-1/2"MIN a 6X6 MINIMUM POST SIZE 1 -- _ L I —I ! I — l ` wrt� I — zwN ?w/ ` EFFECTIVE 0 0.4 ;( MARCH,2018 w (2)1/2"DIAMETER a o o\ REVISIONS i THROUGH-BOLTS WITH ♦ NO. DATE WASHERS FROM 2017 ORSC FIGURE R507.8.1 NOTE:POSTS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE BOTTOM OF SUPPORT, SUCH RESTRAINT SHALL BEAM BE PROVIDED BY MANUFACTURED CONNECTORSINSTALLED IN A FOR MANUFACTURER'S INSTRUCTIONS POST NOTCH IN ACCORDANCE WITH THE MINIMUM POST EMBEDMENT OF 12 INCHES IN SURROUNDING SOILS OR Details CONCRETE. FROM 2017 ORSC FIGURE R507,7.1 NOTE:ALL BOLTS SHALL HAVE WASHERS UNDER THE HEAD AND NUT. 3 Alternate beam to post connection 4 Alternate post to footing connections �+ S06 NTS S06 S06 NTS FROM 2017 ORSC TABLE R507.4 I> . JOISTSPACING MAXIMUM ONCENTERJOST5P ( )DECKINGPEANDNOMINAL SIZEPerpendicular to joist Diagonal to joist514-inch-thick wood16 12 2-inch-thick wood 24 16 Plastic compositeb 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 and0 Section R507.3. IJ.1 1 Maximum Joist Spacing Table(from 2017 ORSC Table R507.4) 0 0 S07 NTS I— o a J O n w N >- C.)JOIST SPANS, Lj (ft.-in.) } SPACING OF DECK JOISTS WITH NO CANTILEVERb SPACING OF DECK JOISTS WITH CANTILEVER K W (in.) en (in.) Ce SPECIES° SIZE 16 24 C' 12 16 24 12 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, 15-8 13-7 11-1 13-7 13-7 11-1 Spruce-Pine-Fir 2x10 EFFECTIVE 2x12 18-0 15-9 12-10 18-0 15-9 12-10 MARCH,2018 5-7 5-7 5-7 REVISIONS 2x6 8-10 8 0 7 0 NO. DATE - 2x8 Redwood, 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 Tables a.No.2 grade. 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 SO7 • • LEDGER CONNECTION TO BAND JOISTS et g E O e JOIST SPAN(k.),LJ E w °gp " e n ME CONNECTION DETAILS <6 <8 < 10 < 12 5 14 < 16 < 18ER B "L, ' ON-CENTER SPACING OF FASTENERS(in.) 1/2-inch diameter lag screw with 1/2- 30 23 18 15 13 11 10 inch maximum sheathing c 1/2-Inch diameter through bolt with 1/2- 36 36 34 29 24 21 19 inch maximum sheathings 1/2-inch diameter through bolt with 1- 36 36 29 24 21 18 16 inch maximum sheathings V a.Ledgers shall be flashed with approved corrosion-resistant flashing applied shingle-fashion in a manner to prevent entry of water into the wall cavity or 2 W penetration of water to the building structural framing components in accordance with Section R703.4. Q b.The tip of the lag screw shall fully extend beyond the inside face of the band joist. O c.Sheathing shall be wood structural panel or solid sawn lumber. a U d.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber,or foam sheathing.Up to 1/2-inch thickness of stacked 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 O o a 1 Minimum Ledger Connection Table(from 2017 ORSC Table R507.2) D — o SOB m N NTS c V ct W Et a PLACEMENT OF LAG SCREWS AND THROUGH BOLTS IN LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS (in.) EFFECTIVE MARCH,2018 TOP EDGE BOTTOM EDGE CUT ENDS ROW SPACING REVISIONS LEDGERS 2d 3/4 2b 1 5/8b NO. DATE BAND JOISTc 3/4 2 2b 1 518b a.Lag 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. 2 Ledger Fasteners Placement Table(from 2017 ORSC Table R507.2.1) SOB NTS S08 C O , • BEAM SPANS', Ls(ft-In.) - L o DECK JOIST SPAN, Lj,(ft.) °' o SPECIESb SIZE° a <6 <8 _< 10 < 12 - <14 <16 <_ 18 m ; A� 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 or 2-2x10 8-4 7-3 6-6 5-11 5-6 5-1 4-8 3x12 or 2-2x6 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- V 0 Fir,Spruce-Pine-Fir, 4x8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 ¢ Q Redwood,Western (7 Cedars, Ponderosa Pine, 4x10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 Red Pine 4x12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 a. > (cf.?) 3-2x6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 d ao O^ J O. 3-2x8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 j a oN m 3-2x10 2-0 10-5 9-4 8-6 7-10 7-4 6-11 0 0 3.2x12 13-11 12-1 10-9 9-10 9-1 8-6 8-1 W a. Beams supporting deck joists from one side only(with optional joist cantilever). Ce b. No.2 grade. c.Beam depth shall he greater than or equal to depth of joists with a flush beam condition. 1 Maximum Beam Spans Table(from 2017 ORSC Table R507.6) 509 NTS POST HEIGHT EFFECTIVE MARCH,2018 SPECIESb DECK POST SIZE HEIGHTa(ft.) REVISIONS 4x4 8 NO. DATE Douglas Fir-Larch,Hem-Fir, 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) 509 NTS SO9 o` p C y• - u p . FOOTING DIMENSION a o ° F. Eo e ROUND FOOTING SQUARE FOOTING WIDTH MINIMUM FOOTING kU g o . e m Y1 BEAM SPAN (ft),LB JOIST SPAN(ft.),L4 DIAMETER(in.) (in.) THICKNESS (in.) n ° o 3 ® m c v < 10 18 6 8 m 3 of g n <6 < 14 21 19 8 < 18 24 21 10 5 10 20 18 8 < 8 < 14 24 22 10 < 18 27 24 11 (, < 10 23 20 9 2 la< 10 < 14 27 24 11 0 < 12 < 10 25 22 10 EL > CUIJ < 14 <_ 10 27 24 11 ga. I- O o a_J n a.Assumes 1,500 psf soil bearing capacity per Section R401.4.1. - r0 N m b.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 m extend below the frost line depth specified In Table R301.2(1).Coordinate footing thickness with post base manufacturer installation instructions. 0 EY• W 1 Minimum Footing Sizes Table(Ref 2017 ORSC Section R403) Ce S10 NTS a. EFFECTIVE MARCH.201E REVISIONS NO. DATE Tables S10 2017 ORSC TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA10 2 'g. $ ; E � GROUND SNOW ULTIMATE DESIGN SFJSMIC DESIGN SUBJECT TO DAMAGE o B Nr qi COUNTY a WIND SPEED CATEGORY Weatherinao Frost line depth(Inches) Decay �O o M o LOAD =38 pa( - 24 Slight n a OD Baker 3,200 Note b Note c Severe Benton 400 Note b Note c Moderate 12 Moderate e m e)c 500 Note b Note c Moderate 12 Moderate =m 1, - r�ti Clackamas12 Moderate e Clatsop 400 NOte b Note c Moderate a re a 400 Note b Notes Moderate 12 Moderate 1' ;'IZ Columbia Note c Moderate 12 Moderate Coos 4001 Note b Crook 4,100 Note b Note c Severe 18 Slight Curry 400 Note Is Note c Moderate 12 Moderate 4,000 Note b Note c Severe 18 Slight Deschutes Douglas 3,1.500 Note b Note c Moderate 18 Moderate Gilliam 3,000 Note b Note c Severe 24 Moderate 5.45.5°N Note is Note c N.45.51N Note b Note c Great 4,100 Note b Note c Severe 24 Slight Ramey 4,100 Note b Note c Severe 24 Moderate Hood River Note e Note b Note c Severe 24 Moderate Jackson 2,000 Note b Note c Moderate 1sf Slight W Jefferson 4,100 Note b Note c Severe 18 Moderate K Q Josephine 4,100 Note b Note c Moderate 113f ModerateModerate CB Klamath 4,000 Note b Note c Severe 24 Slight cc 4,200 Note b Note c Severe 24 d ` V Lane 500 Note b Note c Moderate 12 Moderate 0_ / 0 Lincoln 400 Note b Note c Moderate 12 Moderate L Linn 700 Note b Note c Moderate 12 Moderate CL Ar 0 A Malheur 3,400 Note b Note c Severe 24 Slight p 1.5. O Marlon 500 Note b Note c Moderate 12 Moderate Morrow 3,000 Note h Note c Severe 24 Sight m IrIe+ N S.45.5°N Note b Note c Y V N,45.5°N Nate b Note c Cl) Multnomah 500 Note b Note c Moderate 18 Moderate iY la 400 Note b Note c Moderate 12 Moderate Sherman 2,000 Note b Note c Severe 24 Slight w/ S.45.5°N Note b Note c IAL N.45.5°N Note b Note c li Tillamook 400 Note b Note c Moderate 12 Moderate Umatilla 3,000 Note b Note c Severe 24 Slight 5.45.5"N Note b Note s N.45.5°N Note b Note c Union 3,000 Note b Note c Severe 24 Slight Wallowa 3,000 Note b Notec Severe 24 Slight Wesco 2,000 Note b Note c Severe 24 Slight S.45.5°N Noteb Notec N.45.5°N Note b Note c EFFECTIVEE Washington 400 Note b Note c Moderate 12 Moderate Wheeler 4,100 Note b Note c Severe 24 Sight REVISIONS Yemhlll 400 thole b thole c Moderate 12 Moderate NO. DATE a.For locations vdth elevation higher then the listed values or fore 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 end Interim Guidelines for Snow Load Determination for the State of Oregon,published In 2011. b.Refer to Figure R301.2(4)for mapped Ultimate Design Wind Speeds.Wind exposure category shell he 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 Categories. d.A severe classification la 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. Tables e.For elevations below 500 feet,the ground snow load is 50 pat.Above 500 feel,see Note a. t.The frost line depth below 2,500 feet In Jackson end Josephine Counties Is 12 Inches. g.See Section R301.2 and R322 for establishment of flood hazard design criteria. I h.See Section R327 for establishment of wlldflre hazard design criteria. 40 Climatic and Geographic Criteria By Courtly NTS S 11 e p G O pA DECKING 112507.41: 0 E o size: l12x ❑five-quarter m - material: ❑preservative-treated 14plastic composite ❑naturally durable (e.g. cedar) a 1 IF, orientation: [perpendicular to joists ❑diagonal to joists - A r--— _il t 0 3 $ Nn ©JOISTS fR507.51: size: 02x6 02x8 012x10 802x12 spacing:D12 in. 11116 in. 024 in. span, LJ: [4, ft. - O in. cantilever: q ft. - 0 in. (L14 MAX) rim joist: 02x6 02x8 E{2x10 1Dq2x12 Onot applicable © BEAMS FR507.61: IA 01 02 03 size: 02x6 02x8 02x10 02x12 04x6 04x8 04x10 44x12 ❑_x_ g 0 span, La: ii ft. - ( in. cc 1.11 cantilever: �`ft. -_( _in. (La/4 MAX) z > ce E POSTS ER507.81: 5 IIL- O a. size: 04x4 (i14x6 ❑6x6 ❑_x r` _ o IL CV height: 1, ft.- 0 in. ott y 0 ED FOOTINGS fR507.8.11: 2 W co size: 'dti in. tRsquare Dround w thickness: J. in. fl LEDGER FR507.21: size: 02x8 1212x10 Cat2x12 fastener: 01/2"through-bolt Es1112" lag screw ❑code-compliant alternate (attach report) fastener spacing: 1\ in. on-center © LATERAL LOAD CONNECTION FR507.2.41: EFFECTIVE MARCH,2018 ❑(4) pound ound hold-down tension devices (detail 1/SO4)l�(2) 1,500 pound hold-down tension devices (detail 2/S06) REVISIONS ❑code-compliant alternate (attach report) NO. DATE ®GUARDRAIL POST ATTACHMENT FR301.51: ®details 1-3/S05 & 1/S06 Ocode-compliant alternate (attach detail). Project Specific NOTE:THE PERMIT APPLICANT SHALL PROVIDE THE PROJECT SPECIFIC DESIGN BY CHECKING THE APPLICABLE Information BOXES AND ENTERING THE APPROPRIATE INFORMATION ABOVE PRIOR TO PERMIT APPLICATION. Project Specific Information0 �+ NTS S 12