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Plans (81) CITY OF TKAAND _ Approves 4= Planning r _ k---- 6ctsinby _ r �-36-- I!1. 3 �" --- ;: �n • I�rD o 0 OFFICE _ _ Op c)\+,ri0 S er :1 CITY OP TIGARD €' X 1,14 REVIEWED FOR CODE COMPLIANCE Approved: 3' OTC: t j ________, ____ NPermit##: IL Address: ! I d 42/_ J(SA j Suite#: — CATALYS A 501c3 Nor.p.��c+ `%1 I3aret _ 9 T.3,1),,: PARTNERSHIPS: Community-Based Organization NW Darrell Kriech baum /`'Q Q. Construction Manager I0 mobile:(503)260-0658 e darrellknechbaum@gmad corn CCB#198216 VALIDITY OF PERM! PO Box 1922, Beaverton OR 97075 THE ISSUANCE OF A PERMIT ��-�' www.CatalystNW.org BASED ON CONSTRUCTION II� _ DOCUMENTS AND OTHER SJ . ,I / PREVENT TTHE CODE OF IC AFROMFRO ��1 k / REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 Barn Stair Replacement i r Tigard Christian Church 1 sg�l 13405 SW Hall Blvd a 6 v i1 c,; Tigard Or 97223 44- A 30 6Oft *All Stair details per: *Fig's 33-38 11" treads, '.,risers ALL LEDGERS PER 1/SO4,3/SO4,2/SO6,1/SO8 JOIST HANGERS(typ.) ----------- 6. *Guardrails --�- *Guardrails at all locations over 30" 5'-3-1/2"2"X8"JOIST 16"O.C.(typ.)' 2"X8"LEDGER -5'-0" elev. per:1/S05, 2/S05,3/S05,1/S06 1 I � 11 *Decking to be approved for i! _ -T 1 r:�r__ outdoor use I ilb " I1 1 ' ` Joist hangers to be Simpson Z-Max p or similar I i -{- -- i _ LT __ T- 8'-3-1/2" iII f - *Lumber for framing is pressure treated 1 *Joist Iii I I Joist to beam and post to beam i I - - — '- connections per:2/SO4 I l I STAIR STRINGERS EXISTING CONCRETE PAD *All other details per attached ! !I j---_i I i i� "prescriptive deck" plans -2017ORSC I r� ----=----4'-0" ---tea' k. HANDRAILS ), C.+moo S 5 _I , —1 /� 4"X8"BEAM I 6 rs�; iks Li_ �— I A 1) HANDRAILS l 1 II b 4X6 CATALYST A 501c3 Non-Profit t 1 4"X8"BEAM U rPARTNERSHIPS 5'-0 , I Community-Based Organization � �,` � I �_ C_ ) NW I , 4"X6" ), ,_ —i Darrell Kriechbaum % ` Construction Manager 4 1' , Njt mobile:(503)260-0658 -, ' r —~- , e:darrellkriechbaum@gmail.com t i CCB#198216 1'I I I PO Box 1922, Beaverton,OR 97075 - www.CatalystNW.org 16"x16"x20" FOOTINGS, POST SET IN CONCRETE PER. FIG.38 -w.. Barn Stair Replacement NORTH SIDE'STAIRCASE Tigard Christian Church 13405 SW Hall Blvd Tigard Or 97223 7 ALL LEDGERS PER 1/SO4,3/SO4,2/SO6,1/SO8 r . *All Stair details per: 2"X8"LEDGER JOIST HANGERS(typ.),- _ *Fig's 33-38 11" treads,•tr"risers ----Et—:l ::-2. ' ------ 1----7-, ._. , , , 1 1 411 1 1 *Guardrails at all locations over 30" )• ; l elev. per:1/S05, 2/S05,3/S05,1/S06 , STAIR STRINGERS S-TAIR 4-o"STRINGERSA 0, outdoor use *Decking to be approved for i 7 7-41 WM--t 1 : 1 I i -t- _ _ 7 v , *Joist hangers to be Simpson Z-Max t 4'-3-1/2"1 .., - 5'-13" or similar 23'-o" 2"X8"JOIST 16"0.C.(typ) 1"e* *Lumber for framing is pressure treated *Joist to beam and post to beam 4"X8"BEAM _ . — connections per:2/SO4 ___.1-- 5'-0" 1 4 *All other details per attached 1 4"X8" BEAM A "prescriptive deck" plans -2017ORSC ,,4'-3-1/2" 2---,- . 1 .,: "'ALL STAIR DETAILS PER FIG'S 33-38 .. -'-' 1 -I' __, , HANDRAIL 11"TREADS,6" RISERS .... v i 4'-6" 4"X6" ,77-1-L7 i I 1 I ' i EXISTING CONCRETE PAD 7- r 'T _ 1.... 1 _ --- ,.. POST SET IN CONCRETE PER. FIG.38--"/ CATALYST 16"X16"X20"FOOTINGS A 501c3 Non-Profit PARTNERSHIPS Community-Based Organization 1/4".1'-0" VW , Darrell Kriechba um Construction Manager Barn Stair Replacement mobile:(503)260-0658 Tigard Christian Church e:darrellknechbaum@gmail com 13405 SW Hall Blvd Tigard Or 97223 ..OUTH SIDE STAIRCASE ' CCB#198216 PO Box 1922, Beaverton, OR 97075 www.CatalystNW.org -13 i 3'-0" min. from deck surface to top of guardrail �' = = t= ) V 1 1 1 Handrail shall return 4X4 post, typical Nat each end do not notch, Handrail height 34" -38" embedded i . 1 from nosing of tread concrete 36" max. span : between stringers `l e ' ,12"X12"X24" °. -I. footing <j. f; 19: • 1-.---3.1. Fig.38:Miscellaneous stair requirements Framing at a Chimney or rz: ay-Window : , Decks abutting a .mney or bay window shall be framed in accordance with Figure 39. Headers with a span length greater than 6'-0" req.• e a calculation. Decking may -ii' 1 ` r 1 1 extend 6" max 6'-3" max �Leard ® and 7r-it Chimney or bay., P� � Double joist L.-b.- win each side L_ v 4 Couble 1 1 haader (2) 1/2" dia through bolt NDoubl ist or lag screws ger typical at ledger ---- Plan Plan .-- S'e ion f' Fig.33:?equiremar.ts far framing at chimney or bay window DEC( e N GU:D 5'-0" max. between posts Stair guardrail required for stairs with a total rise / of 30" or more. See typical / guardrail details / for more information ' / Stair guardrail -----4PAgO - 34" min. b,��;yl measured from �� nosing of treadI z11 1ragaiw ,� Triangular opening shall not permit the passage of a 6" dia. sphere Fig.35:Stair guard requirements Sloped hanger ``{C ( or LS50 or approved ('� equal each side LICIONNER Band board or Lam outside joist f' Fig.36:Stair stringer connection detail Stair Handrails- , _ Stairs with four or more risers must have a handrail on at least one side. Handrails shall be graspable and shall be of decay-resistant and/or corrosion-resistant material. See Figure 37.The hand grip portion, if circular,shall be 31/2" max. between 11/4" and 2" in cross section. Shapes other than / circular shall have a perimeter dimension between 4" and 1/2" min. / Handrail not greater than 61/4" with a maximum cross sectional dimension of 2' ':All shapes must have a smooth surface with no sharp corners. Handrails shall run continuously from a point uire.:tl,,above 'Ile iuwesZ riser to a point di- 11110'--- -191.1l /� rectly above the kuchest riser and shall return to the guard i/---__.Corrosion at each end.ice Pcure 38. Har'orails may be interrupted resistant at guardrail posts only at a turn in the stair. handrail hardware ;r \Fig.37:Handrail requirements ---- � IC DESIGN GUIDE a 19 Stairs Stairways,stringers, handrails and guardrails shall meet the require- ments shown in Figures 33 through 9" min. tread width Risers may be open but 36.All stringers shall be minimum shall not deviate shall not allow the passage 2x12.A level landing minimum 3 from one another of a 4" sphere feet by 3 feet is required at the top by more than 3/8" (usually this is the deck) and at the Lbottom of the stairway(usually a J i�► concrete pad, or the ground). -.. Note:This stair detail is for a three- ( Risers: 1X material min. foot wide maximum stairway with ° !•1111111M! minimum 2x tread material. Plastic 8" max. riser height.. or composite decking products may shall not deviate ° imlommiI be used for stair treads; however, from one another 1 /4" to 1112' nosing they may require additional stair by more than 3/8" shall not deviate stringers for bracing. Check with the from one another manufacturer's requirements. by more than 3/8" See Brochure#8 for additional stair information. A Fig.33:Tread and riser detail Attach 2X tread material to stringers or cleats with (2) #8 screws or (2) 8d nails per board at each stringer or cleat 2X tread materialAde Stringer rommem............... I1. 2X4 cleat each side full depth of tread: Attach with (4)14d jelpi Stringers nails or#8 ° ° a ° wood screws 0 0 o a rardarAran o a Ain a a 0 0 5" min. clear 0 a o a Max. scan = 8'-O" with (2) stringers Max. span = 15'-6" Ma‹. sl Fan = 10'-3" with (3) stringers Cut Strinaer Solid Strinaer AFig.34:'Stair s?ring„prs and traad connections 18 • t.E(K Dr.SfGW GWD C GENERAL NOTES —y SCOPE ' ^ s o SINGLE LEVEL EXTERIOR DECKS ATTACHED TO 0 E o THE EXTERIOR WALL OF A ONE-OR TWO-FAMILY cgi M 0 DWELLING. 2 s ' ''�°O`` a c0 o APPLICABLE BUILDING CODE ym `°.c 2017 OREGON RESIDENTIAL SPECIALTY CODE - cLi a (ORSC). LIMITATIONS OF USE USE OF AND ANY MODIFICATIONS TO THESE 11-rifFillREADY-BUILD PLANS IS SUBJECT TO REVIEW II I AND APPROVAL BY THE BUILDING DEPARTMENT ,,,,,,///''�������,` I I I I II(I �IM'��. HAMION. A. ULTIMATENG WINDSPEED:105-135MPH \� • �,/. II I�I % B. WIND EXPOSURE CATEGORY:B,C,ORD 1t., V C. SEISMIC DESIGN CATEGORY: C,D1,OR D2 D. GROUND SNOW LOAD: <40 PSF g W DECKS SUPPORTING LARGE CQNCENTRATED Q LOADS SUCH AS HOT TUBS ARE BEYOND THE /., r% ,: SCOPE OF THIS DOCUMENT. 0 .° '. D_APPLICANT SHALL USE THE CODE PRESCRIBED 111 z �; 1' 111A? TABLES CONTAINED HEREIN AND RECORD .. 0 1� ,� I 1 i 11rj THEIR PROJECT SPECIFIC DESIGN PARAMETERS 1 1 'I '1 1 11., (QX )ON SHEET S12 PRIOR TO PERMIT o Em. Tr f I „ 1 1 ,1 ,i APPLICATION. ' 1. i]il 111 i',1 m LL N \fir ` 1 1/ 1 1 1 1 1 1 i'•••1 1 1 I i 1' U '.;0 ]]]i 1i�i1 1 1 i•Iy FOUNDATION 0 \„ 1'4; 1111 111$1 I 1' M Cl)\iyly, i,il ilii . ,� V/ alI i.� , 1 ] I I [ FOOTINGS SHALL BEAR ON NATIVE, INORGANIC, rt W `, -•, i, ,;1 ,i i UNDISTURBED SOIL BELOW EXISTING GRADE. w„1 CONCRETE STRENGTH SHALL BE 3,000 PSI IN Ct 1111e ! 1110 r MODERATE WEATHERING REGIONS AND 3,500 a PSI IN SEVERE WEATHERING REGIONS(SEE DETAIL 1/S11)[R301.2 AND R402.2]. 411140 WOOD FRAMING ALL WOOD SHALL BE APPROVED NATURALLY DURABLE OR PRESSURE-PRESERVATIVE- ., TREATED(R317.1). ALL WOOD IN CONTACT WITH THE GROUND,OR EMBEDDED IN CONCRETE EFFECTIVE I, � SHALL BE APPROVED PRESSURE- 2018 MARCH, PRESERVATIVE-TREATED WOOD SUITABLE FOR REVISIONS LEGEND: GROUND CONTACT USE(R317.1.2). ALL CUTS El=PROJECT SPECIFIC SHALL BE FIELD TREATED WITH COPPER NO. DATE 41.110 DECK COMPONENT NAPHTHENATE(2%COPPER)[R402.1.2]. DESIGN PARAMETER TO FASTENERS,ANCHORS,AND CONNECTORS BE PROVIDED BY APPLICANT ON SHEET S12 FASTNERS SHALL BE HOT-DIPPED GALVANIZED, STAINLESS STEEL,OR APPROVED FOR USE L [RXXX.X]=2017 ORSC WITH PRESERVATIVE-TREATED LUMBER. 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 1 General Notes [R202] SUBMITTAL)[R317.3]. S01 NTS SOl C O :4 a C_ O m a : E o M m U co m 0Le 0 N. OOJ v;10 M c Alt o EXTERIOR WALL NOTE:THE FLOOR JOISTS SHALL BE RUNNING PERPENDICULAR TO THE BAND JOIST AS SHOWN. GUARD OPENINGS ID GUARD(DETAIL 1/S05) 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] V CONNECTION IN ACCORDANCE WITH -��-t- ^- J �•,�._ W ACCEPTED ENGINEERING a A DECKING(DETAIL 4/S05) 0 Ca PRACTICE SHALL BE ❑ 0 SUBMITTED FOR REVIEW. 7 e e e a. ^ e e o , 9 a- N- NOTE: BAND JOIST 5 �I N IN SHALL BE A MINIMUM 2x 0LEDGER(DETAIL 3/SO4) m NOMINAL SOLID-SAWN ©JOIST >- 0 OR A 1x9-1/2 ACTUAL ©BEAM(DETAIL 2/SO4) o CO LAMINATED VENEER W LUMBER(LVL)[R507.2.2] ©LATERAL LOAD CONNECTION MEMBER. OTHERWISE, (DETAIL 1/SO4) Ce A DESIGN AND / / 0" DETAILING OF THE f ©JOIST SPAN,Li S LEDGER CONNECTION IN I ACCORDANCE WITH ©JOIST CANTILEVER(La/4 MAX) ACCEPTED ENGINEERING PRACTICE SHALL BE SUBMITTED FOR REVIEW. EFFECTIVE FINISH GRADE(FOUNDATION 0 POST MARCH,2018 CLEARANCES FROM SLOPES SHALL BE IN ACCORDANCE WITH REVISIONS I- I - 1 SECTION R403.1.9) r NO. DATE I - I — l I - / 0 FOOTING(DETAIL 4/SO4) �C/ Elevation 1 -1 I - 1 Side Elevation S02 NTS SO2 C 1 p EL m m ' E I -------711.1141.41141 r':' r i 1 ' . I *f: ;1.6 mik resillarr ' ' S06 illi' 7 S05 �� � S li �� iL I � � kill7: fp 1 ei 'i • ,!_____414:1 I I:: ,-__...,, ._ 7 ,...00.r;-_ 414 4., v.--cto--IP --• ,- _.:. : : .--- 411.1 ; ----..,.„., l ' ip- = 01 Ya R (caiq XCIBE -` - v t4Iw W U00i M ) ANSA � , � � �" ' z ti I I a v . iv'•S -di-... .....1 ./ ° 5 Lei O SO4 __ ■IllhaM " --" . .. 1. 1J %-� Q 0 cv SO4 Q CO .............. ..._1111111111111.11111. / _ d CC W �n� Cie SO4 CL 0 w 1 E- -i a o❑ EFFECTIVE MARCH,2018 I I REVISIONS NO. DATE I — - _,L._ 1 1_ I - - - - I Perspective SO4 1 Deck Perspective S03 NTS S03 C CORROSION-RESISTANT / _ > c o / '!• '� a DECK JOIST PER M S FLASHING INSTALLED IN m ° • • • SHINGLE-FASHION FOR '�.+ DETAIL 1/S07,TYP 8 E o . WATER TIGHTNESS rn = o WHERE DECK MEETS / APPROVED JOIST TO ' 0 1.C§) � ' EXTERIOR WALLAlli BEAM CONNECTOR ' ----` [R703.4] ° . ■+.�. �j• i [R507.7] oo ------- \ 01111.1111111.1 IN HOLD-DOWN DEVICE WITH MIN 750 LB. BEAM PLIES SHALL BE '® CAPACITY AT 4 S FASTENED WITH (2) 49' LOCATIONS, EVENLY ROWS OF 10D NAILS DISTRIBUTED ALONG MIN AT 16"O.C.ALONG DECK AND ONE WITHIN 24" ° EACH EDGE[R507.6] OF EACH END OF THE ° ®011. 11111 / LEDGER. DEVICE SHALL _ ©DECK BEAM PER \ BE INSTALLED IN r' DETAIL 1/S09 �_ � ACCORDANCE WITH APPROVED BEAM TO (.� � . _ MANUFACTURER'S RECOMMENDATIONS �� POST CONNECTOR W ��r( /- R507.7.1].SEE DETAIL �,,....<, 2/S07.2.4].SEE DETAIL _ ;; 3/S06 FOR ALTERNATE CONNECTION ---- g CD 0 CONNECTION a W U ©DECK JOIST PER QD DECK POST PER z DETAIL 2/S07 DETAIL 2/S09 g F. 0 1 Lateral load connection 2 Joist to beam and beam to post connection 0 a N. SO4 NTS SO4 NTS m A ce o N OD DECK POST PER o V ['LATERAL LOAD .4.- DETAIL 2/S09 cK W CONNECTION PER DETAIL 1/SO4 OR 2/S06 APPROVED POST TOce II FOOTING CONNECTOR a FLASHING BETWEEN DECK INSTALLED IN l N , AND EXTERIOR WALL PER ACCORDANCE WITH ir DETAIL 1/SO4 MFR'S INSTRUCTIONS [R507.8.1] Jj QF DECK LEDGER FINISH -�� © f FASTENING PER DETAILS GRADE 1/S08 AND 2/S08, ® �� STAGGERED AS SHOWN • EFFECTIVE wJ;: h s'' MARCH,2018 APPROVED JOIST HANGERS° "' REVISIONS v °x° X WITH DEPTH NOT LESS I I — NO. DATE cot �"'�' THAN 60%OF JOIST DEPTH t��h I 000 [R507.7 AND R507.5.1] zoo ]LEDGER Z u"` O z z FASTENER g-- ['DECK LEDGER(2x8 0 U SPACING PER MINIMUM)PER DETAIL =H NOTE:SEE DETAIL DETAIL1/S08 N`� 1/S12 EQUAL TO OR ©F-O 4/S06 FOR 1-0 co r. GREATER THAN THE DECK l ALTERNATE POST Details JOIST DEPTH TO FOOTING ['FOOTING SIZE CONNECTIONS PER 1/S10 3 Ledger connection 4 Post to footing connection SO4 NTS SO4 NTS SO4 1 °i 2X6 OR 5/4 BOARD RAIL a 6'-0"MAX POST SPACING CAP ATTAGHED TO a m m C omens ` EACH POST WITH(3)16D f, E o p:p:I `�--�---��--- �- -77.- -'7.'.--N---.2--:---7.[ .J , NAILS OR#10X3"WOOD i, co 2 .....:Z.11-7---7....-.- '�J'1�J' '® b - - '`= ` - SCREWS `_ v� m1� 2X2 BALUSTERS ' I: co ?`" I �_ - ~ 11 ATTACHED AT TOP AND m c� I ( J i . = - U f ; BOTTOM WITH(2)SD • �_ I 1 NAILS OR(1)#8x2-1/2" r^A ' r - ~ .MIN WOOD SCREW • 11 I ti - ~ ~ - I FASTEN RIM JOIST TO • . . •. :-I: . ,. • . .T. : :-:-. �: :-: - c , - END OF EACH JOIST rW .� WITH(3)10D NAILS OR • -S- Ot • - • • '" • #10x3"WOOD SCREWS • O JAN C 4X4 GUARD POSTS V 2"MIN- Z-SEE DETAIL - LL] JOIST SIZE OPENINGS SHALL 2X8 =3 1/4" NOT ALLOW THE 2X4 TOP AND BOTTOM ® GUARD POST 0 2X108 =3" PASSAGE OF A 4" DETACHMENT PER O W DIAMETER SPHERE ATTACHED TO EACH POST DETAILS 1/S05&3/S05 2X12=5" WITH(2)8D NAILS OR(2) a U [R312.1.3] #8X3"WOOD SCREWS • DECKING PER mom o O 1 Deck guard DETAIL 4/S05 a 2 Deck guard o a S05 NTS S05 NTS , L o [0 (N >- U RIM JOIST ¢ (/) w W UNDERSIDE OF DECKING ® Q DECKING PER DETAIL �/ - 1/S07 1161111111111i_ i HOLD-DOWN DEVICES FROM GUARD POSTS TO ® FASTEN DECKING TO ALIGNED DECK JOISTEACH JOIST WITH (2)8D WITH MIN 1800 LB. THREADED NAILS OR(2) f 11Li' -� P INSTALLED IN ACCORDANCE WITH MFR'S INSTRUCTIONS. EFFECTIVE © f 'i- THE THROUGH BOLTS ® MARCH,2018 IIIAND WASHERS SHALL REVISIONS BE CENTERED ON THE N0. DATE GUARD POSTS AND Ox -11 SPACED AS SHOWN IN 1/8"PARALLEL GAP _`�� DETAIL 1/S05. RECOMMENDED BETWEEN DECKING DECK JOIST MEMBERS FOR C DRAINAGE AND TO REDUCE WARPING GUARD POST Details 3 Guard post to joist connection 4 Decking connection S05 NTS S05 NTS S05 / / - / .. GUARD POST o FLOOR SHEATHING NAILING I AT 6"O.C.TO JOIST WITH E o `.I/� HOLD-DOWN DEVICES HOLD-DOWN M 2 4101110/' 111111frikv � FROM GUARD POSTS TO _1 o g v °� �� , ALIGNED BLOCKING AND �9 n o`P'� FROM ALIGNED BLOCKING co "' TO ADJACENT JOIST WITH M )0 I*04 V MIN 1800 LB.CAPACITY. EACH,INSTALLED IN ` ♦ /, ACCORDANCE INSTRUCTIONS.WITH HE MFR'S *. _, THROUGH BOLTS AND WASHERS SHALL BE '� CENTERED ON THE GUARD -_�(I POSTS AND SPACED AS �' /// ��\ SHOWN IN DETAIL 1/S05. �� �� HOLD-DOWNS OR SIMILAR V ZNirrrw FROM 2017 ORSCW ATTACH ALIGNED TENSION DEVICES FIGURE R507.2.3(1) [t BLOCKING TO JOISTS WITH CONNECTING ALIGNED DECK „ 0 Q (2)10d THREADED NAILS >JOIST TO FLOOR JOIST / p VIEW FACING . OR WOOD SCREWS EACH NOTE:HOLD-DOWN TENSION DEVICES PER THIS DETAIL SHALL HAVE OPPOSITE SIDE 4 END 1,500 LB.MINIMUM CAPACITY,BE INSTALLED IN NOT LESS THAN TWO Z OF BLOCKING GUARD POST LOCATIONS,AND BE WITHIN 24 INCHES OF EACH END OF DECK. p a S Guard •ost to blockin• connection 2 Alternate deck attachment for lateral loads 0 a S06 NTS S06 NTS m C/ o N 0 U 4 2-1/2"MIN W 6X6 MINIMUM POST SIZE 7, 0 • ♦ C ‘..1 w�� l � l I � I � � I � I Zw5I-n.-J_ _ - `,_�• . V)H—'- --- '-/ p Q,¢ ~` 1 EFFECTIVE IN (2)1/2"DIAMETER W p W MARCH,2018 THROUGH-BOLTS WITH '� WASHERS REVISIONS NIIII1/4. • FROM 2017 ORSC FIGURE R507.8.1 NO. DATE NOTE: POSTS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE 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 INCHES 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 S06 NTS S06 NTS S06 O FROM 2017 ORSC TABLE R507.40 ^ 'co 0 JOIST SPACINGE , m MAXIMUM ON-CENTER JOIST SPACING(in.) C> � co d 2 DECKING TYPE AND a = 1 M.S NOMINAL SIZE e Perpendicular to joist Diagonal to joista m t 5/4-inch-thick wood 16 12 0 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 and Section R507.3. V 1 Maximum Joist Spacing Table(from 2017 ORSC Table R507.4) w < 0 S07 NTS cK o 0ec LIZ >� U) F. p o 0 O LL N JOIST SPANS, LJ (ft.-in.) r• v SPACING OF DECK JOISTS WITH NO CANTILEVERb SPACING OF DECK JOISTS WITH CANTILEVER w SPECIESa SIZE (in.) (in.) x 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,2018 • 2x6 8-10 8-0 7-0 5-7 5-7 5-7 REVISIONS Redwood, NO. DATE WesternCedars, 2x8 11-8 10-7 8-8 8-6 8-6 8-6 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 c Q i. LEDGER CONNECTION TO BAND JOISTa o m j E. JOIST SPAN (ft.),LM 2 , m o vio? . —v la � o CONNECTION DETAILS < I$ m o O <6 <g < 10 <_ 12 <_ 14 <_ 16 1.0.n 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 sheathing 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 Q W penetration of water to the building structural framing components in accordance with Section R703.4. o' 0 b.The tip of the lag screw shall fully extend beyond the inside face of the band joist. 0 c.Sheathing shall be wood structural panel or solid sawn lumber. 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 a. W U 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. Z g H o a. o a. N- 1 Minimum Ledger Connection Table(from 2017 ORSC Table R507.2) -' N o D CZ N S08 NTS U w bC W Ce CI- 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 LEDGERa 2d 3/4 2b 1 5/8b NO. DATE BAND JOIST 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. 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. Tables 2 Ledger Fasteners Placement Table(from 2017 ORSC Table R507.2.1) SO8 NTS Sop o C BEAM SPANSa, LB (ft.-in.) - :--c-o Q 2 m i I , o DECK JOIST SPAN, L _i,(ft.) g° 2 SPECIESb SIZE . ip <6 <8 < 10 < 12 < 14 < 16 < 18 :Iii l':* M.G '22I 3x6 or 2-2x6 5-5 4-8 4-2 3-10 3-6 3-1 2-9 IP 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 V Douglas Fir-Larch, Hem- Fir, Spruce-Pine-Fir, 4x8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 ¢ W Redwood,Western 0 Cedars,Ponderosa Pine, 4x10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 0 Red Pine O 4x12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 CI)Z 3-2x6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 a F O 3-2x8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 a Ce N 3-2x10 12-0 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 x W a. Beams supporting deck joists from one side only(with optional joist cantilever). CZ b. No.2 grade. a c. Beam depth shall be greater than or equal to depth of joists with a flush beam condition. 1 Maximum Beam Spans Table(from 2017 ORSC Table R507.6) S09 NTS POST HEIGHT EFFECTIVE SPECIESb DECK POST SIZE HEIGHTa(ft.) MARCH,2018 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) S09 NTS S09 C, _ .2 ;, FOOTING DIMENSIONS' o . Fa C) A - E ) O ROUND FOOTING SQUARE FOOTING WIDTH MINIMUM FOOTING ti M 2 BEAM SPAN (ft), LB JOIST SPAN (ft.), Ljh c, m v ° DIAMETER(in.) (in.) THICKNESS (in.) b I . mm - MG < 10 18 16 87 �� <6 < 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 W < 10 rt o < 14 27 24 11 0 rt UJ < 12 <_ 10 25 22 100 0 z < 14 < 10 27 24 11 _ 'O o a. I- a.Assumes 1,500 psf soil bearing capacity per Section R401.4.1. sjJ 62 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 roN extend below the frost line depth specified in Table R301.2(1).Coordinate footing thickness with post base manufacturer installation instructions. ¢ 0 cC W 1 Minimum Footing Sizes Table(Ref 2017 ORSC Section R403) a/ 510 NTS a EFFECTIVE MARCH,2018 REVISIONS NO. DATE Tables Sdi0 2017 ORSC TABLE R301.2(1) = CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA" o I GROUND SNOW ULTIMATE DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE . M COUNTY a WIND SPEED CATEGORY d Frost line depth(inches) Decay _ o, m Im LOAD =36 psf Weathering p �C7 Baker 3,200 Note b Note c Severe 24 Slight o a j_ -6 Benton 400 Note b Note c Moderate 12 Moderate 'tl c o Clackamas 500 Note b Note c Moderate 12 Moderate ",in I- M c Clatsop 400 Note b Note c Moderate 12 Moderate 41111F 2 2 a Columbia 400 Note b Note c Moderate 12 Moderate Coos 400 Note b Note c Moderate 12 Moderate ry Crook 4,100 Note b Note c Severe 18 Slight Curry 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 Harney 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 18f Slight Q W Jefferson 4,100 Note b Note c Severe 18 Moderate Q Josephine 4,100 Note b Note c Moderate 18f Moderate CC Klamath 4,000 Note b Note c Severe 24 Moderate 0 W rt Lake 4,200 Note b Note c Severe 24 Slight 0 0 Lane 500 Note b Note c Moderate 12 Moderate Z > (q Lincoln 400 Note b Note c Moderate 12 Moderate ct0 Linn 700 Note b Note c Moderate 12 Moderate ^ Malheur 3,400 Note b Note c Severe 24 Slight 0._ f` Marion 500 Note b Note c Moderate 12 Moderate _f ` O Morrow 3,000 Note b Note c Severe 24 Slight m f/ N S.45.5°N Note b Note c } / 1 N.45.5°N Note b Note c 0 \ / Multnomah 500 Note b Note c Moderate 18 Moderate < Cl)v/ Polk 400 Note b Note c Moderate 12 Moderate LU 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 O. 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 Slight Wasco 2,000 Note b Nate c Severe 24 Slight S.45.5°N Note b Note c EFFECTIVE N.45.5°N Note b Note c Washington 400 Note b Note c Moderate 12 Moderate MARCH,2018 Wheeler 4,100 Note b Note c Severe 24 Slight Yamhill 400 Note b Note c 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,published in 2011. b.Refer to Figure R301.2(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 Categories. d.A severe classification 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. h.See Section R327 for establishment of wildfire hazard design criteria. 1 Climatic and Geographic Criteria By County S11 NTS S11 C q 2 = O �> ci 0 DECKING 1R507.41: m size: 02x ❑five-quarter .6 2 2 material: ❑preservative-treated ❑plastic composite Dnaturally durable (e.g. cedar) n a orientation: ❑perpendicular to joists ❑diagonal to joistsoo I : M A� _:' o-8 ©JOISTS 1R507.51: ._'. i< � size: 02x6 D2x8 D2x10 D2x12 spacing: 012 in. 016 in. 024 in. span, Lj: ft. - in. cantilever: ft. - in. (Lj/4 MAX) rim joist: 02x6 02x8 ❑2x10 02x12 ❑not applicable ®BEAMS [R507.61: W plies: 01 02 03 Q size: 02x6 02x8 02x10 122x12 04x6 04x8 04x10 D4x12 ❑_x__ rE in span, LB: ft. in. ° 1ll cantilever: ft. in. (LB/4 MAX) a 0 Z. ❑D POSTS [R507.81: ° a 0 size: 04x4 04x6 06x6 ❑_x_ o height: ft. in. m "' o o ®FOOTINGS [R507.8.11: a size: in. ❑square Dround eE W thickness: in. re 0. 1 LEDGER [R507.21: size: 02x8 02x10 D2x12 fastener: 01/2"through-bolt 01/2" lag screw Ocode-compliant alternate (attach report) fastener spacing: in. on-center © LATERAL LOAD CONNECTION [R507.2.41: EFFECTIVE MARCH,2018 0(4) 750 pound hold-down tension devices (detail 1/SO4) 0(2) 1,500 pound hold-down tension devices (detail 2/S06) REVISIONS Dcode-compliant alternate (attach report) NO. DATE ❑H GUARDRAIL POST ATTACHMENT [R301.51: ❑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 THE APPROPRIATE INFORMATION ABOVE PRIOR TO PERMIT APPLICATION. 1 Project Specific Information S12 NTS S 1 2