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Plans . MS`TZDL I `i`( Y OFFICE COPY 14 a 3-7 sv- tp-l.nv tee.. _ EL:269.6 EL:270.2 FERN RIDGE __ ---_ $s'z9'3r-33i-W ' A LOT 2 EROSION REQUIRED TREE: CONTROL PACIFIC DOGWOOD OR ' EROSION FENCE .. I',- 15.1 15.1 CONTROL RAYMOND ASH 14037 SW WALNUT LANE I EC.2705 I-1/2" CALIPER EG:271.0 FENCE CITY OF TIGARD 11.9' ' 11 8.6 WASHINGTON COUNTY " /ia, g PARCEL # �1� c.-`•T. I P»�c } V I co . LAND USE DISTRICT AND SETBACKS o I o MAIN FLOOR ono LAND USE DISTRICT: R-7 N I FFE = 275.9 _. t-"1 o I FFE = 275.1 o FRONT YARD TO BUILDING 15' AT GARAGE I 000R I o FRONT YARD TO GARAGE 20' ` 7 STORM SIDE YARD 5' CURBBHOLE TO l .„...—EG.273.2 EG 272,4 a" l 1 7,5' STREET SIDE YARD 10' 12.7'; hI C .' p , REAR YARD 15 FIRE ACCESS ( 17.8' 1 1 - j i ,� i 22.4' TURNAROUND — — — / �,-2 . _l_ �'` ----- 4 SANITARY I 8.0' 1 � LATER_ •�„ ,PUE LOT COVERAGE SIDEWALK , EL:2717. S89-16'05"E 72.59' • .\ • ` a \ "CTAL LOT AREA 6,330 Sr PLANER STRIP q / Ewa74R IMPERVIOUS AREAS CURB �`' METER 1715 DRIVEWAY 453 SF ---7 —w—w •� Ts: /—ww�g . 'I1HOUSE FOOTPRINT 2,772 SF / m 1 STREET TREE: ME(YTILL MAGNOLIA OTHER CONCRETE 74 SF ti ry-1-I/?" CALIP 11 ER TOTAL IMPERVIOUS 3,299 SF SW WALNUT LANE RECEIVED BUILDING COVERAGE % 43.8% ABBREVIATIONS APR 8 Z020 IMPERAU !AWE 52.1% EG EXISTING GRADE CITY OF TIGARD Approved b Planning EL ELEVATION (EG AT PRE 'K ij1 OW Date: 4( 11 I Zo FFE FINISHED FLOOR ELEVATION PUE PUBLIC UTILITY EASEMENT Initials: N Al— I I se PROF j, / ,f �lM iIr •1TES: ` ` 1.OPLOT PLAN SUBJECT TO APPROVAL BY oltec����- ZONING/ BUILDING AUTHORITY PRIOR TO W 'ehr. 14 ��,'' STAKEOUT. 2. GRADE AWAY FROM BUILDING PER 've/V C. BUILDING CODE. SCALE: 1"= 20 FEET RENEWAL DATE: 12/30/20 DATE:04/12/2019 ii MI— FERN RIDGE LOT 2 EXHIBIT 20 0 4 10 20 A ORIGINAL PAGE SIZE: 8-I/2' Y n' AKS ENGINEERING & FORESTRY, LLC DR . Approved plans 3052 NW MERCHANT WY, STE 100 AK CHKDWN SCR shall be on job site. BEND, OR 97703 AKs jogSRL 541.317.8429 WWW.AKS-ENG.COM 7249 OVA_ROSOOI-AB-COBASL- PLOT PLANS(04-O4-12)I LOT 2 GENERAL NOTES $ SCOPE m m SINGLE LEVEL EXTERIOR DECKS ATTACHED TO E o THE EXTERIOR WALL OF A ONE-OR TWO-FAMILY M m DWELLING. :I* % APPLICABLE BUILDING CODE M 8 2017 OREGON RESIDENTIAL SPECIALTY CODE -a R n i i (ORSC). II i� LIMITATIONS OF USE 1111.4 II n- I USE OF AND ANY MODs!FICATIONS TO THESE Nnp! �II READY-BUILD PLANS SUBJECT TO REVIEW �UpIN AND APPROVAL BY THE BUILDING DEPARTMENT HAVING JURISDICTION. I� �- A. ULTIMATE WIND SPEED:105-135MPH 1111 III I � `' B WIND EXPOSURE CATEGORY:B,C,OR D ���� C. SEISMIC DESIGN CATEGORY:C,Di,OR Ds (� D. GROUND SNOW LOAD:<40 PSF f W DECKS SUPPORTING LARGE CONCENTRATED 4Q �� LOADS SUCH AS HOT TUBS ARE BEYOND THE O 0 SCOPE OF THIS DOCUMENT. O / W a APPLICANT SHALL USE THE CODE PRESCRIBED z TABLES CONTAINED HEREIN AND RECORD g P O THEIR PROJECT SPECIFIC DESIGN PARAMETERS o d `' ,'. 111,�y (�X )ON SHEET S12 PRIOR TO PERMIT _ a-,, , � APPLICATION. m N n II V it t ,I o-_•- i i �,I FOUNDATION Q�' '.® FOOTINGS SHALL BEAR ON NATIVE INORGANIC wN� J ''a; Ili'/ K W' i : I UNDISTURBED SOIL BELOW EXISTING GRADE. �/ '..��n CONCRETE STRENGTH SHALL BE 3,000 PSI IN li `r ` !, MODERATE WEATHERING REGIONS AND 3,500 a PSI IN SEVERE WEATHERING REGIONS(SEE DETAIL 1/611)[R301.2 AND R402.2]. 000 •000000000/0.111.11111.1 WOOD FRAMING ALL WOOD SHALL BE APPROVED NATURALLY DURABLE OR PRESSURE-PRESERVATIVE- - TREATED(R317.1). ALL WOOD IN CONTACT WITH 1 • THE GROUND,OR EMBEDDED IN CONCRETE EFFECTIVE ' SHALL BE APPROVED PRESSURE- MARCH.2018 PRESERVATIVE-TREATED WOOD SUITABLE FOR REVISIONS III.- ,� LEGEND: GROUND CONTACT USE(R317.1.2). ALL CUTS ©=PROJECT SPECIFIC SHALL BE FIELD TREATED WITH COPPER NO. DATE � DECK COMPONENT NAPHTHENATE(2%COPPER)[R402.1.2]. DESIGN PARAMETER TO BE PROVIDED BY FASTENERS,ANCHORS,AND CONNECTORS APPLICANT ON SHEET S12 FASTNERS SHALL BE HOT-DIPPED GALVANIZED, STAINLESS STEEL,OR APPROVED FOR USE [RXXX.X]=2017 ORSC WITH PRESERVATIVE-TREATED LUMBER. General Notes SECTION REFERENCE COATING TYPES FOR FRAMING ANCHORS SHALL 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 SOI a c O o co g a ^ e dit EXTERIOR WALL • NOTE:THE FLOOR JOISTS SHALL BE RUNNING PERPENDICULAR TO THE BAND JOIST AS SHOWN. GUARD OPENINGS QH 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] CONNECTION IN ACCORDANCE WITH - —I - - - - ' --•—' 2 LLI ACCEPTED ENGINEERING ;'' g Q 7 PRACTICE SHALL BE / ['DECKING(DETAIL 4/S05) SUBMITTED FOR REVIEW. 7 LIJ e • e a it . • • 0 a r NOTE:BAND JOISTIII o SHALL BE A MINIMUM 2x la LEDGER(DETAIL 3/SO4) coN NOMINAL SOLID-SAWN El JOIST >1 0OR A 1x9-1/2 ACTUAL ©BEAM(DETAIL 2/SO4) Yij u) LAMINATED VENEER CC LLI LUMBER(LVL)[R507.2.2] ©LATERAL LOAD CONNECTION MEMBER. OTHERWISE, (DETAIL 1/504) Ce A DESIGN AND d DETAILING OF THE ir ©JOIST SPAN,L LEDGER CONNECTION IN ACCORDANCE WITH ©JOIST CANTILEVER(L4/4 MAX) ACCEPTED ENGINEERING PRACTICE SHALL BE SUBMITTED FOR REVIEW. EFFECTIVE FINISH GRADE(FOUNDATION MARCH,2018 CLEARANCES FROM SLOPES ['POST SHALL BE IN ACCORDANCE WITH REVISIONS ri I - I SECTION R403.1.9) rr NO. DATE I — I I I — _ �E FOOTING(DETAIL 4/SO4) — I Elevation I — 1 Side Elevation SO2 NTS SO2 c > c C i y M p wars ,- N o e m �� IAiry l'4P- r - sos /J ` � y 11 J f W//J el a c� f_ r • ti y � • • • „ i Io�I rn CANT EVER PP' �... V M �B w• Ill 5 C N SO4 � "t© °O C.) . ©— _—_ SO4 ¢ CO Lo ca W SO4Ce a w ca a l EFFECTIVE \ MARCH,2018 REVISIONS NO. DATE _ a Perspective SO4 1 Deck Perspective S03 NTS S03 CORROSION-RESISTANT V2 8 / Q DECK JOIST PER : m e, FLASHING INSTALLED IN % d E DETAIL 1/S07,TYP o . SHINGLE-FASHION FOR �� d Op WATER TIGHTNESS _' / S WHERE DECK MEETS / APPROVED JOIST TO z Y �� 1001111 EXTERIOR WALLAIIIII ' BEAM CONNECTOR m i [R703.4] ° ,�� �j. L. [R507.7] E .g M HOLD-DOWN DEVICE ° ° 0 n G WITH MIN 750 LB. S 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" ° EACH EDGE[R507.6] • ii 9, .gyp OF EACH END OF THE ° DECK BEAM PER LEDGER. DEVICE SHALL — -- _©TAIL 1/S09 BE INSTALLED IN ►+ ��j ACCORDANCE WITH !��� MANUFACTURER'S APPROVED BEAM TO O �- - RECOMMENDATIONS POST CONNECTOR Q [,[� +_ � [R507.2.4].SEE DETAIL [R507.7.1].SEE DETAIL z Q .....4 2/S06 FOR ALTERNATE -- 3/S06 FOR ALTERNATE � _-,.. CONNECTION CONNECTION cc W �B DECK JOIST PER �D DECK POST PER z DETAIL 2/S07 DETAIL 2/S09 g P O a aLateral load connection 2 Joist to beam and beam to post connection o d ti SO4 NTS SO4 NTS m CV o .,, �D DECK POST PER Q N ©LATERAL LOAD -' DETAIL 2/S09 L W CONNECTION PER DETAIL III1/SO4 OR 2/506 APPROVED POST TO ccFOOTING CONNECTOR a. FLASHING BETWEEN DECK INSTALLED IN N ' AND EXTERIOR WALL PER ACCORDANCE WITH =war DETAIL 1/SO4 MFR'S INSTRUCTIONS —sit _ [R507.8.1] ©DECK LEDGER FINISH (• FASTENING PER DETAILS GRADE W,'1/S08 AND 2/SOB, ri STAGGERED AS SHOWN EFFECTIVE Jo }_ 0 MARCH,2018 U'1 �■ APPROVED JOIST HANGER �p� �p� REVISIONS o = - z `" WITH DEPTH NOT LESS - 1- NO. DATE ' 1 / �2 irK� THAN 80%OF JOIST DEPTH pNW Opp [R507.7 AND R507.5.1] z N 0 ]LEDGER Z Z Z O z z FASTENER ❑F DECK LEDGER(2x8 0 U 71 SPACING PER MINIMUM)PER DETAIL = NOTE:SEE DETAIL DETAILI/S08 Q 1/S12 EQUAL TO OR 1- cn O 4/SO6 FOR `n con GREATER THAN THE DECK ALTERNATE POST Details JOIST DEPTH TO FOOTING �E FOOTING SIZE CONNECTIONS PER 1/S10 3 Ledger connection 4 Post to footing connection SO4 NTS SO4 NTS SO4 t ,I[. • 2X6 OR 5/4 BOARD RAIL 6'-0"MAX POST SPACING .^ CAP ATTACHED TO aa . ' - - - � 10X3 WOOD e8 M � EACH POST WITH(3)16D NAILS OR# y- y : : 74:_:_ .:_:_:_j_:_:_:. i SCREWS i r 2X2 BALUSTERS 'm ? t ATTACHED AT TOP AND a Z - ' - - BOTTOM WITH(2)BD NAILS OR(1)#Bx2-112" Mrt -, _ - - _ _ _ _ I I _ ^ Y MIN WOOD SCREW > - - FASTEN RIM JOIST TO :r: J :I-: :-I. . . . • - - -a s ^ • END OF EACH JOIST -- - ••WITH(3 10D NAILS OR { #10x3"WOOD SCREWS • N. O I-A ® [12507.5.1] O _ _® _ / 4X4 GUARD POSTS V 2"MIN- Z—SEE DETAIL 21505 W JOIST SIZE OPENINGS SHALL / :> 1I>' GUARD POST G 12X6 =3 1/4" NOT ALLOW THE 2X4 TOP AND BOTTOM ATTACHMENT PER O W PASSAGE OF A 4" ATTACHED TO EACH POST DETAILS 1/S05 8 3/S05 2X10=5" DIAMETER SPHERE WITH(2)8D NAILS OR(2) • z U 2X12=5" [R312.1.3] #8X3"WOOD SCREWS • DECKING PER g I O DETAIL 4/S05 a 1 Deck guard 2 Deck guard 0 a r SO5 NTS S05 NTS m LL N V o RIM JOIST � re W UNDERSIDE OF DECKING ® El DECKING PER DETAIL a/ 1/S07 a II! N DEVICES ®ARD POSTS TOEW DECK JOIST1800 LB. ® #8 SCREWS[R507.4] EACH,D INNCE WITHEFFECTIVE TRUCTIONS. ® MARCH,2078 THE THROUGH BOLTS _ � AND WASHERS SHALL REVISIONS BE CENTERED ON THE NO. DATE GUARD POSTS AND ® 1!B"PARALLEL GAP '-_�i DETAISPACELD AS I S0SHOWN IN RECOMMENDED 5. BETWEEN DECKING DECK JOIST MEMBERS FOR ® DRAINAGE AND TO 1 REDUCE WARPING GUARD POST Details 3 Guard post to joist connection 4 Decking connection S05 NTS SO5 NTS SO5 s` GUARD POST FLOOR SHEATHING NAILING a t 0 0 AT 6"0.C.TO JOIST WITH E= 0 Alli ril ., HOLD-DOWN DEVICES - HOLD-DOWN `. n? . FROM GUARD POSTS TO I I I w 6 ALIGNED BLOCKING AND ,c r - FROM ALIGNED BLOCKING - m m TO ADJACENT JOIST WITH - - 8 I ,, MIN 1800 LB.CAPACITY - EACH,INSTALLED IN IIP - ♦ /. ACCORDANCE WITH MFR'S ��I, INSTRUCTIONS.THE THROUGH BOLTS AND WASHERS SHALL BE �.`= ti CENTERED ON THE GUARD ��`i a\ 400,. POSTS AND SPACED AS �_�I, SHOWN IN DETAIL 1/505. _� �� FROM 2D17 ORSC ` HOLD-DOWNS OR SIMILAR W ATTACH ALIGNED ( TENSION DEVICES a BLOCKING TO JOISTS WITH FIGURE R507.2.3(1) CONNECTING ALIGNED DECK cc Ci (2)10d THREADED NAILS JOIST TO FLOOR JOIST OO VIEW FACING OR WOOD SCREWS EACH cc W 0 . NOTE:HOLD-DOWN TENSION DEVICES PER THIS DETAIL SHALL HAVE a 00 0 OPPOSITE SIDE END 1,500 LB.MINIMUM CAPACITY,BE INSTALLED IN NOT LESS THAN TWO z OF BLOCKING GUARD POST g IY LOCATIONS,AND BE WITHIN 24 INCHES OF EACH END OF DECK. O aGuard post to blockin• connection 2 Alternate deck attachment for lateral loads o d ti S06 NTS S06 NTS m ce o ,..4 0 o rt W \ 2-1/2"MIN 4 cc 6X6 MINIMUM POST SIZE a zw 1 - 1 - 1 - :Jo_ 11 4a 0O a 1�� ' . �— EFFECTIVE a.W< MARCH,2018 (2)1/2"DIAMETER o IIIIIIINN\1114' • THROUGH-BOLTS WITHo REVISIONS WASHERS NO. DATE FROM 2017 ORSC FIGURE R507.8.1 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 SO6 NTS S06 NTS S06 • FROM 2017 ORSC TABLE R507.4 7 s o E5m JOIST SPACING €o M0) MAXIMUM ON-CENTER JOIST SPACING(in.) DECKING TYPE AND m Ud NOMINAL SIZE ° Perpendicular to joist Diagonal to joista CI- 5/4-inch-thick wood 16 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 and Section R507.3. 0 OMaximum Joist Spacing Table(from 2017 ORSC Table R507.4) QNTS C7 0 W Z cn H o 0 a — J •— N co SPANS, Lj (ft.-in.) i V 0 SPACING OF DECK JOISTS WITH NO CANTILEVER') SPACING OF DECK JOISTS WITH CANTILEVER L W SPECIESa SIZE (in.) (1n.) N 12 16 24 12 16 24 a 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,Hern-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 - - 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 C Q • LEDGER CONNECTION TO BAND JOIST' a = E JOIST SPAN(ft.),L, a 4 ` oUa g • n CONNECTION DETAILS '- M <6 < 8 < 10 < __ 12 < 14 < 16 < 18 „m og ON-CENTER SPACING OF FASTENERS(in.) 1/2-inch diameter lag screw with 1/2- 30 23 18 15 13 11 10 inch maximum sheathingb' 1/2-inch diameter through bolt with 112- 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 W penetration of water to the building structural framing components in accordance with Section R703.4. tY 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 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 1_ O ❑ a 1 Minimum Ledger Connection Table(from 2017 ORSC Table R507.2) _ - o SO8 NTS N Y V ❑Lu V,,A Lu cr W AN a PLACEMENT OF LAG SCREWS AND THROUGH BOLTS IN LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS (in.) EFFECTIVE • TOP EDGE BOTTOM EDGE CUT ENDS ROW SPACING MARCH,2018 - REVISIONS LEDGERa 2d 3/4 2b 1 5/8b NO. DATE BAND JOIST° 3/4 2 2b 1 5/8b - 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) S08 NTS S08 BEAM SPANS', LB (ft.-in.) E o cm JOIST SPAN,L,i,(ft.) tn d SPECIES') SIZE° : m 0 n � <6 <8 <10 <12 <14 <16 <18 * „2 2a 3x6 or 2-2x6 5-5 4-8 4-2 3-10 3-6 3-1 2-9 3x8 or2-2x8 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 M W Redwood,Western lr Q Cedars,Ponderosa Pine, 4x10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 Red Pine cC W 4x12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 Z , ro 3-2x6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 o a O 3-2x8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 = � cw m 3-2x10 12-0 10-5 9-4 8-6 7-10 7-4 6-11 o 0 a (/) 3-2x12 13-11 12-1 10-9 9-10 9-1 8-6 8-1 w W a.Beams supporting deck joists from one side only(with optional joist cantilever). cc 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 HEIGHT'(ft.) MARCH,2oi8 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 S09 • O FOOTING DIMENSIONS' .E o ROUND FOOTING SQUARE FOOTING WIDTH MINIMUM FOOTING M d BEAM SPAN(ft),LB JOIST SPAN(ft.),Lj b y. DIAMETER(in.) (in.) THICKNESS (In.) m`c <_ 10 18 16 8 I n <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 2 W •• <_ 10 Q • < 14 27 24 11 CO 0 < 12 <_ 10 25 22 10 a ; 0 z _ < 14 <_ 10 27 24 11 � p a A O 1.- ti J a.Assumes 1,500 psf soil bearing capacity per Section R401.4.1. D et N 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 co extend below the frost line depth specified in Table R301.2(1).Coordinate footing thickness with post base manufacturer installation instructions. }o V < (n La 1 Minimum Footing Sizes Table(Ref 2017 ORSC Section R403) a/ S10 NTS d EFFECTIVE MARCH,2018 REVISIONS NO. DATE Tables S10 2017 ORSC TABLE R301.2(1) se CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA" o COUNTY (Inches)GROUND SNOW ULTIMATE DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE 1 E G LOAD'=36 psi WIND SPEED CATEGORY Weatheringd Frost line depth(Inch Decay c m Baker 3,200 Note b Note c Severe 24 Slight c g i' Benton 400 Note b Note c Moderate 12 Moderate y S - m o Clackamas 500 Note b Note c Moderate 12 Moderate "el ` Clatsop 400 Note b Note c Moderate 12 Moderate = o 18 Columbia 400 Note b Note c Moderate 12 Moderate a 'n a Coos 400 Note b Note c Moderate 12 Moderate Croak 4,100 Note b Note c Severe 18 Slight 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.4.5°N Note b Note c Grant n 4,100 Note b Note c Severe 24 Slight Harney 4,100 Note b Note c Severe 24 Moderate U Hood River Note e Note b Note c Severe 24 Moderate Jackson 2,000 Note b Note c Moderate 1Bf Slight 9 W Jefferson ' 4,100 Note b Note c Severe 18 Moderate � Q Josephine ' 4,100 Note b Note c Moderate 18r Moderate ce Klamath 4,000 Note b Note c Severe 24 Moderate 0 Lake 4,200 Note b Note c Severe 24 Slight Lane 500 Note b Note c Moderate 12 Moderate a > Lincoln 400 Note b Note c Moderate 12 Moderate LL Q' Linn 700 Note b Note c Moderate 12 Moderate d rA Q Malheur 3,400 Note b Note c Severe 24 Slight p elm I.-- Marlon 500 Note b Note c Moderate 12 Moderate Morrow 3,000 Note b Note c Severe 24 Slight 5 ce O co N 5.45.5°N Note b Note c U N.45.5°N Note b Note c r Cl)Multnomah 500 Note b Note c Moderate 15 Moderate Q V J Polk 400 Note h Note c Moderate 12 Moderate CC W Sherman - 2,000 Note b Note c Severe 24 Slight 5.45.5°N Note b Note c N.45.5°N Note b Note c I. 4ri L 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 Notec N.45.5°N • Noteb Notec Union • 3,000 Note b Note c Severe 24 Slight Wallowa 3,000 Note b Note c Severe 24 Sight Wasco 2,000 Noteb Notec Severe 24 Sight S.45.5°N Note b Note c • N.45.5°N Note b Note c EFFECTIVE Washington 400 Note b Note c Moderate 12 Moderate MARCH,2018 Wheeler 4,100 Noteb Notec Severe 24 Slight Yamhill 400 Noteb Notec 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 feel in Jackson end Josephine Counties is 12 inches. g.See Section R301.2 an&R322 for establishment of flood hazard design criteria. 1. h.See Section R327 for establishment of wildfire hazard design criteria. 1 Climatic and Geographic Criteria By County • S11 NTS S 1 1 • ❑A DECKING [R507.41: E o size: t1L'x ❑five-quarter ., g material: ❑pre,,��ervative-treated ❑plastic composite daturally durable (e.g. cedar) orientation: Merpendicular to joists ❑diagonal to joists A. ©JOISTS [R507.51: N size: 02x6 1:12x8 ix10 ❑2x12 spacing: 012 in. e6 in. 024 in. 1 01 S Z�(D span, LJ:�ft. - in. l ` cantilever: ft. - in. (LJ/4 MAX) `�I S�A n - D . r\0 v,,t dtr} rim joist: 02x6 02x8 P2x10 ❑2x12 ❑not applicable 1( ©BEAMS [R507.61: 0 plies: ❑1 02 03 m W size: 02x6 02x8 02x10 02x12 04x6 04x8 04x10 04x12 ❑h x 12- § o span, LB: (;6 ft.- in. LLJ cantilever: ft. -- in. (LB/4 MAX) o- ; 0 D❑POSTS [R507.81: c H 0 size: 04x4 04x6 Er6x6 ❑_x ° o height: 3 ft. - in. m 12 N } 0 E❑FOOTINGS R507.8.11: °a N Lu size: irl. ❑square ❑round 2-L4XZ411 12"" 0U) Qk,2_., W thickness: in. o Ce a FQ LEDGER [R507.21:/ size: 02x8 B2x10 02x12 fastener: 01/2"through-bolt Ge/2"lag screw Ocode-compliant alternate (attach report) fastener spacing: Jb in. on-center © LATERAL LOAD CONNECTION [R507.2.41: EFFECTIVE ❑(4) 750 pound hold-down tension devices (detail 1/SO4) MARCH 2O18 E. 2) 1,500 pound hold-down tension devices (detail 2/S06) REVISIONS Ocode-compliant alternate (attach report) ND-._ 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. Project Specific Information NTS S 12 bS Q Flsr+� ,q‘,,. ,c-+4stx3 t\r, 41;5E \th \ 71 Z 1--J- 4_1 LI.: T irypodtx „roaA (n4(.1 vcitit v ()---. t I �sta� ol�z 9�9N1S IV n -'v9wr?Lci- G31'YN 4.e\o(\ Q1)(1. MI bb\ Qo - 6\az Ls\ 7 -4--cl . 9o1Z9 cma-