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Plans wfsraszo -cam 4/7 7710 sw mot- y ore \> 'CO- GENERAL NOTES _ _ > (� ? SCOPE E f ��� _p � ,aN SINGLE LEVEL EXTERIOR DECKS ATTACHED TO - m o, [ro+� , kr , :,, THE EXTERIOR WALL OF A ONE-OR TWO-FAMILY = M v P�� t� 0 1 • �• d 11 i .`�T0 jq .. DWELLING. _ T(0 t-{ r,'� r ,,,w-'1K ,+,SS'�'t }sk i .vr : . �� ,. ° n•S G.i��tt .i, x APPLICABLE BUILDING CODE - 0 v -or:, :°r ,'F'D ,1� a kJv�C 1j. Al\ _y�,�: , vnx ( , 2017 OREGON RESIDENTIAL SPECIALTY CODE � ; it ter ., . r, 4 i , }o-` ," , �t,u> t LIMITATIONS OF USE i`4�i. b', ' Ir ,1 pl USE OF AND ANY MODIFICATIONS TO THESE (' 111 O REVIEW AND APPROVAL BY THE BUILDING JECT TDEPARTMENT iC" ( �� ���� ����'���J,liP I®III - HAVANGULTIMATETWIND SPEED:105-135MPH 101 r - READY-BUILD PLANS IS All B. WIND EXPOSURE CATEGORY:B,C,OR D C. SEISMIC DESIGN CATEGORY:C, D ,OR DZ (� G D. GROUND SNOW LOAD:<40 P5F W - i I DECKS SUPPORTING LARGE CONCENTRATED '.„ ! LOADS SUCH AS HOT TUBS ARE BEYOND THE C7 0 SCOPE OF THIS DOCUMENTiiiii . = W i_``— ' /- 1 I APPLICANT SHALL USE THE CODE PRESCRIBED Z i �', i I TABLES CONTAINED HEREIN AND RECORD g I— o li ` THEIR PROJECT SPECIFIC DESIGN PARAMETERS 0 d ail i d i , (QX )ON SHEET S12 PRIOR TO PERMIT -t — c rrrr, I `\ APPLICATION. a (Ni ��� I �'''�, ( � ,�I '' � FOUNDATION Q �A '!_I, I I ' � :k ''Yek 1 er°. FOOTINGS SHALL BEAR ON NATIVE, INORGANIC, w v/ i • ; UNDISTURBED SOIL BELOW EXISTING GRADE. W „ t. s ;• 't' CONCRETE STRENGTH SHALL BE 3,000 PSI IN W I' ' ` r' l ter" ",� }i MODERATE WEATHERING REGIONS AND 3,500 Q� e�$p�. I ° fl��" PSI IN SEVERE WEATHERING REGIONS(SEE w�a +G,t,�aK Ei�� k e t a=d)� DETAIL 1/S11)[R301.2 AND R402.2]. 'Ate. f; si� 3{, a , p^ "�� $ a : - woo D FRAMING t wIN ',.f :,caw t' '"' ALL WOOD SHALL S APPROVED NATURALLY 1 :: .}z :i fii 'n v 3p ; ' DURABLE OR PRESSURE-PRESERVATIVE- *s $� TREATED(R317.1). ALL WOOD IN CONTACT WITH ,`"^`t , a a., >e '1�iY "1 ',. `yt EFFECTIVE' + " ' r+a^ THE GROUND,OR EMBEDDED IN CONCRETE � � r , Yt,M` ark . SHALL BE APPROVED PRESSURE- MAF3CH.2013 ux ''. ,.,�a, hh >"''*1'� 'ar 1e PRESERVATIVE-TREATED WOOD SUITABLE FOR �� rc�°',:4`r *h i ,+I t * & y REVISIONS `� f r, ,+��„�>� �� �„ , ° ��'�i�t �y� j�: LEGEND: GROUND CONTACT USE(R317.1.2). ALL CUTS N,;.1;i,t A ';, ,t`.' ""' q.'i'4� SHALL BE FIELD TREATED WITH COPPER NO. DATE la £ :, °"r ©=PROJECT SPECIFIC " +''' +�` h NAPHTHENATE 2%COPPER R402.1.2 n:#.4',3v r4. �' DECK COMPONENT [ )[ ] �.,z , ` �,,;i 1. ,'' DESIGN PARAMETER TO f =t a +' FASTENERS,ANCHORS,AND CONNECTORS '�� r�,ux� �+ - BE PROVIDED BY -, APPLICANT ON SHEET S12 FASTNERS SHALL BE HOT-DIPPED GALVANIZED. 4 t �[ ,,,. 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 S01 C � '!-.1 O a - n act Et EXTERIOR WALL N g NOTE:THE FLOOR JOISTS SHALL BE RUNNING PERPENDICULAR TO THE BAND JOIST AS SHOWN. GUARD OPENINGS []H 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] i• CONNECTION IN i 0 ACCORDANCE WITH II II 1 is ACCEPTED ENGINEERING ct 0 7 7inw.s-onsiiirs.SPRACTICE SHALL BEUBMITTED OR REVIEW. I I I III• I I Iili I I I.III( DECKING(DETAIL 4/S05) cc W Ue■ ■es ■�■e_e�±■ ■„...„.„. a■: ... Ltie■eh■e�e.e�e.eti,■e■ NMI/—I Z �e 0- 0▪ 0' CO • I'm' o NOTE:BAND JOIST I SHALL BE A MINIMUM 2x a o Ill —Al LEDGER(DETAIL 3lSO4) J��I \ U El m NOMINAL SOLID-SAWN El JOIST Cl 0 OR A 1x9-1/2 ACTUAL BEAM(DETAIL 2/SO4) LAMINATED VENEER G LATERAL LOAD CONNECTION a W LUMBER(LVL)[R5 ] MEMBER. OTHERWWISEISE,, (DETAIL 1/SO4) Ce A DESIGN AND a DETAILING OF THE El JOIST SPAN,Lj LEDGER CONNECTION IN ACCORDANCE WITH JOIST CANTILEVER(L,/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 ^ I1S01.9) NO. DATE I — I - 1 I — I [ 1 1 ,/ �E FOOTING(DETAIL 4/SO4) Elevation 1 Side Elevation SO2 NTS SO2 I ‘,. . �� '1 `,. � O I . / x x. ' tiii / I I•` Ifil hi IL. l '.. 4. 0 _i_ . . 1,,i,-,.,,,, ,,,,- -..._, Y hr.4.406.1 :k.S.Y ,,,,, 6,_ _ `.ba:Mn R3 itiL__ .. _._ n _ ° tom i it Ai C Z 1 �� ; ym is Xm , t, .4. \` - A ; ` .' -...''.:,,I.-i.. '''',:::..';!..--i-.7:.11:F.I-1,,:::.':-;,="11i1 i.7::I L7-1.:'L t'!ti.;;;,4-1-F i'-I..'if il:'...:':•: 1111 I I iii :r r' I ::. '.'' - . . .::: ____ :. I I ;I/ 8' .-"I r - • 4 , :8\. I I . / , ... „, ,...„...„,,,,,,.„.„4,44...„„.1 , A 6 j f • 1 ti ilv e ‘ r 7• , N .R.'r 5. ur - 40 „, .,. „,,,,,,,,,„,,,,,t,„ ...._..„,.,.. ,,,_ ,._ ,..„„.,, „„,„... ,.. .� 1 ❑D POST HEIGHT .. .. „,..,„ I II ..; . -. .- I ..1 I4\ ._, .,....._ . .,1 ..,._ ., A\ 40 Z 23 g Lill READY-BUILD PLAN PROGRAM Cl) O SS 'Building Codas division frt ,rill PRESCRIPTIVE DECK „a,..,•..o,•,.,.�o.. W D Coi ° m m 2617 ORSC 503-378-A133(main) bcd.info@ orego n.go v t _ CORROSION-RESISTANT ' - �� 5. 5 'F ..E.p 7 " FLASHING INSTALLED IN DECK JOIST PER ' ' �' DETAIL 1/S07,TYP `o° • • SHINGLE-FASHION FOR ' .miry ` . ��• • WATER TIGHTNESS _ 2 o WHERE DECK MEETS £ ,F£ - APPROVED JOIST TO m �® EXTERIOR WALLwig :,, Y ;BEAM CONNECTOR r^c [R703.4] ' o a Will p HOLD-DOWN DEVICE 0. .m.' �` �' WITH MIN 750 LB. ® BEAM PLIES SHALL BE CAPACITY AT 4 FASTENED WITH(2) _; '' LOCATIONS,EVENLY ROWS OF 10D NAILS G DISTRIBUTED ALONG MIN AT 16"O.C.ALONG DECK AND ONE WITHIN 24" ° EACH EDGE[R507.6] ' OF EACH END OF THE flak ©DECK BEAM PER LEDGER. DEVICE SHALL '�1 BE INSTALLED IN .", _ = DETAIL 1/S09 v °-Xi�1 ACCORDANCE WITH �J� APPROVED BEAM TO V 1► ° MANUFACTURER'S a RECOMMEsNDATIONS +. POST CONNECTOR uJ „- [R507.24].SEE DETAIL t ��.1 [R507.7.1].SEE DETAIL ` } �� —• ��' "3/S06 FOR ALTERNATE c9 4 2/SO6 FOR ALTERNATE � ° CONNECTION CONNECTION a jJ U ©DECK JOIST PER ❑D DECK POST PER z CO "db. sa •> DETAIL 2/S07 DETAIL 2/809 0 a 1 Lateral load connection 2 Joist to beam and beam to post connection o Q. N• SO4 NTS SO4 NTS 5 Y. o N R . ,, (. QD DECK POST PER Q " t i0`,:. '�`'n G❑LATERAL LOAD DETAIL 2/S09 w CO �� vt CONNECTION PER DETAIL cr W f APPROVED POST TO « a ry�3"na : , • r` 1l SO4 OR2/S06 FOOTING CONNECTOR d �.4,6An rat r t„ ,, FLASHING BETWEEN DECK INSTALLED IN ° ox' +a` f "n'AND EXTERIOR WALL PER ACCORDANCE WITH �}`' i ' " , _I' DETAIL 1/SO4 MFR'S INSTRUCTIONS ! '7h T <.- a+'1 , r..... } - [R507.8.1) 3' `1 IJ DECK LEDGER FINISH 1 i `� 0 t` (8, • FASTENING PER DETAILS GRADE 1/SOB AND 2/508, 1-1 t 0 t�' ® STAGGERED AS SHOWN eEncFR EC2TIVE .J _.5, o NI APPROVED JOIST HANGER AWN �m' ' ■pa = REVISIONS kr z X x WITH DEPTH NOT LESS r NO. DATE c`n 5 cs1<sirN THAN 60%OF JOIST DEPTH ()rn a. I 00O [R507.7 AND R507.5.1] zm0 r1 LEDGER z z z O z z FASTENER g-'E 0 DECK LEDGER(2x8 0 V-J SPACING PER MINIMUM)PER DETAIL 2 NOTE:SEE DETAIL DETAIL1/S08 �r 1/S12 EQUAL TO OR ©�O 4/S06 FOR in ton GREATER THAN THE DECK LL ALTERNATE POST Details JOIST DEPTH ['FOOTING SIZE TO FOOTING CONNECTIONS PER 1/S10 3 Ledger connection 4 Post to footing connection SO4 NTS SO4 NTS SO4 2X6 OR 5/4 BOARD RAIL 2> t 6'-0"MAX POST SPACING • CAP ATTACHED TO E e EACH POST WITH(3)16D E = r - - - 1 NAILS OR#10X3"WOOD mo 4, - - - cL. - •K, .7 ~� SCREWS oi� r 2X2 BALUSTERS c k ,~ ? . - p ATTACHED AT TOP AND N p ?` a Tr ''., Y e BOTTOM WITH(2)8D �- c i J - / , r a 3 ,t ` NAILS OR(1)#8x2-112" io r1' ,- -I .+ �; ',' �_ % - r J '- ,MIN WOOD SCREW M _ , 1 II l ,.- 1 y ' a • "'' FASTEN RIM JOIST TO :la: :f :( . : : :' . . : : II . : . . - x END OF EACH JOIST 3 e. - , _ •WITH(3)10D NAILS OR �. S Z i,, •#10x3"WOOD SCREWS _+ ® ® C [R507.5.1)— i/ • I i •. , • —F ® \ ® •/ 4X4 GUARD POSTS U 2"MIN Z—SEE DETAIL 2/S05 "'' ¢ LV OPENINGS SHALL JOIST SIZE ® GUARD POST w 0 NOT ALLOW THE 2X4 TOP AND BOTTOM ATTACHMENT PER O 2X8 =3 1/4" PASSAGE OF A4" ATTACHED TO EACH POST • DETAILS 1/S05 8 3/S05 cc W a 2X10=5" DIAMETER SPHERE WITH(2)8D NAILS OR(2) z 2X12=5" [R312.1.3) #8X3"WOOD SCREWS • DECKING PER aJ W DETAIL 4/S05 o. 1 Deck guard 2 Deck guard o �. No- SO5 NTS SO5 NTS m a/ o N O V RIM JOIST > ¢ N K LLI UNDERSIDE OF DECKING ® El 07 CKING PER DETAIL d ��� HOLD-DOWN DEVICES FASTEN DECKING TO FROM GUARD POSTS TO EACH JOIST WITH(2)SD ALIGNED DECK JOISTcEo THREADED NAILS OR(2) 1MTH MIN 1800 LB. #8 SCREWS[R507.4j e -::1a1 'T CAPACITY EACH, 1' ",illW INSTALLED IN ACCORDANCE WITH EFFECTIVE MFR'S INSTRUCTIONS. ® MARCH,2018 i ,;�li�- THE THROUGH BOLTS REVISIONS _ 0 AND WASHERS SHALL NO. DATE BE CENTERED ON THE GUARD POSTS AND a 1/8"PARALLEL GAP t_a7a SPACED AS SHOWN IN RECOMMENDED DETAIL 1/S05. BETWEEN DECKING MEMBERS FOR DECK JOIST ® DRAINAGE AND TO REDUCE WARPING Details GUARD POST 3 Guard post to joist connection 4 Decking connection SO5 NTS S05 NTS S05 • ® GUARD POST F 5uR xEA / go FLOOR SHEATHING NAILING � o, AT 6"O.C.TO JOIST WITH ` E o` `. HOLD-DOWN DEVICES HOLD-DOWN ii:- $ ��� FROM GUARD POSTS TO �1x v ALIGNER BLOCKING AND ,^" FROM ALIGNED BLOCKING M 4 81/ TO ADJACENT JOIST WITH h MIN 1800 LB.CAPACITY EACH,INSTALLED IN 11711ftb,qiNtahIN CI011111111111111; _ —� ACCORDANCE WITH MFR'Si, �', INSTRUCTIONS.THE THROUGH BOLTS AND i WASHERS SHALL BE eAlligillitt '/ CENTERED ON THE GUARD 1-+�, 1 POSTS AND SPACED AS V a4 SHOWN IN DETAIL 1/505. HOLD-DOWNS OR SIMILAR ATTACH ALIGNED FROM 2017 ORSC '_` 4:TENSION DEVICES to Q in TO JOISTS WITH FIGURE R507.2.3(1' „CONNECTING ALIGNED DECK ce CI (2)10d THREADED NAILS ,z JOIST TO FLOOR JOIST o W VIEW FACING OR WOOD SCREWS EACH NOTE:HOLD•DOWN TENSION DEVICES PER THIS DETAIL SHALL HAVE a U OPPOSITE SIDE 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. a O Ali Guard •oat to blockin• connection 2 Alternate deck attachment for lateral loads o 0- o S06 NTS S06 NTS m ce cv U a N L W 4 2-1/2"MIN It6X6 MINIMUM POST SIZE 0- • --. II --t^W I I- I -1 l Z L.ito E- I na- �— 1 O a q �—� �1 EFFECTIVE (2)1/2"DIAMETER LL p w F, naaRCH.zotie THROUGH-BOLTS WITH ` REVISIONS d 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 MANUFACTURERS INSTRUCTIONS OR A MINIMUM POST EMBEDMENT OF 12 INCHES IN SURROUNDING SOILS OR Details FROM 2917 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 SO6 FROM 2017 ORSC TABLE R507.4 ' c'o JOIST SPACING - 5 M a DECKING TYPE AND MAXIMUM ON-CENTER JOIST SPACING(in.) ) NOMINAL SIZE M Perpendicular to joist Diagonal to joists ,;,v Ina 5/4-inch-thick wood 16 12 41111 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. U 1 Maximum Joist Spacing Table(from 2017 ORSC Table R507.4) ¢Et Q S07 NTS Z a. a N- J a? i.L N JOIST SPANS, L.,(ft.-in.) > V O SPACING OF DECK JOISTS WITH NO CANTILEVERD SPACING OF DECK JOISTS WITH CANTILEVER w W SPECIES' SIZE (in.) (in.) ce 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,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 NO. DATE Redwood, Western Cedars, 2x8 11-6 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 LEDGER CONNECTION 0 BAND JOISTa E E. JOIST SPAN(ft),Lj v co CONNECTION DETAILS <6 <8 <_ 10 < 12 < 14 < 16 <_ 18 3 0 - ON-CENTER SPACING OF FASTENERS(in.) 1/2-inch diameter lag screw with 1/2- '" - inch maximum sheathingb'` 30 23 18 15 13 11 10 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 U 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. < 0 b.The tip of the lag screw shall fully extend beyond the inside face of the band joist. (.7O c.Sheathing shalt be wood structural panel or solid sawn lumber. tY W 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 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. S CL W F" O a 1 Minimum Ledger Connection Table(from 2017 ORSC Table R507.2) Ce o S08 NTS c r V a W IZ 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 3/4 215 15/8b 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) SO8 NTS 1 S08 BEAM SPANS', LB(ft.-in.) Eo m rn DECK JOIST SPAN,L,J,(ft.) I e)�o) SPECIESb SIZE° S 3 <6 <8 < 10 <_ 12 514 < 16 < 18 iO3 . c N 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 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- _ V Fir,Spruce-Pine-Fir, 4x8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 uj Redwood,Western Cedars,Ponderosa Pine, 4x10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 0 Red Pine ce W 4x12 11-5 ( 11` 8-10 8-1 7-6 7-0 6-7 Z > C 3-2x6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 a❑ a 0 3-2x8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 �/ N m 3-2x10 12-0 10-5 9-4 8-6 7-10 7-4 6-11 o V< Cn 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). d b.No.2 grade. 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) 509 NTS POST HEIGHT EFFECTIVE SPECIESb DECK POT SIZE HEIGHT'(ft.) MARCH,2018 REVISIONS Douglas Fir-Larch,hem-Fir, 4x4 B ) 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 E 8 FOOTING DIMENSIONS' I. E▪ o ROUND FOOTING SQUARE FOOTING WIDTH MINIMUM FOOTING `▪ M v BEAM SPAN(ft),LB JOIST SPAN(ft.},LJ DIAMETER(in.) (in.) THICKNESSb(in.) = m o �w n c < 10 18 16 8 ifil o d <b < 14 21 19 8 IS 24 21 10 < 10 20 18 8 <8 < 14 24 22 10 < 18 27 24 �11 U �c 0> 23 (20� 9 ) < (J,( \<_J_ I< 4 27 24 11 O ❑ < 12 < 10 25 22 10 o. , 2 LLJ < 14 <_ IO 27 24 11 ga � 0 ❑ — J c' a.Assumes 1,500 psf soil bearing capacity per Section R401.4.1. m ce 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 V extend below the frost line depth specified in Table R301.2(1).Coordinate footing thickness with post base manufacturer installation instructions. Ca N tu W 1 Minimum Footing Sizes Table(Ref 2017 ORSC Section R403) 810 NTS 0. EFFECTIVE MARCH.2018 REVISIONS NO. 1DATE Tables S10 2017 ORSC TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAgrh a A GROUND SNOW ULTIMATE DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE �o COUNTY LOAD =36 psf WIND SPEED CATEGORY Weatherirwd Frost line depth finches) Decay r m Baker 3,200 Note b Note c Severe 24 Slight _ e 0 Benton 4 Note b Notec Moderate 12 Moderate - co o Clackamas 500 Note b Notec Moderate 12 Moderate " en e Clatsop 400 Note b Notec Moderate 12 Moderate 2 Columbia 400 Note b Notec Moderate 12 Moderate Coos 400 Noteb Notec Moderate 12 Moderate Crook 4,100 Note b Notec Severe 18 Slight Curry 400 Note b Notec Moderate 12 Moderate Deschutes 4,000 Noteb Notec Severe 18 Slight Douglas 1,500 Noteb Notec Moderate 18 Moderate Gilliam 3,000 Note b Notec 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 h Notec Severe 24 Moderate Hood River Note a Note b Note c Severe 24 Moderate Jackson 2,000 Noteb Notec Moderate let Slight 2 W Jefferson 4.100 Note b Note c Severe 18 Moderate er in 4.100 Note S Notec Moderate let Moderate CS Klamath 4,000 Note b Note c Severe 24 Moderate O0 W Lake 4,200 Note b Note c Severe 24 Slight d 0Lane 500 Note h Note c Moderate 12 Moderate > Cif) Lincoln 400 Note b Note c Moderate 12 Moderate C ` O Linn 700 Note b Note c Moderate 12 Moderate 7 fA Malheur 3,400 Noteb Notec Severe 24 Slight EL IrL I.-- Marion 500 Noteb Notec Moderate 12 Moderate —t awn Y Morrow 3,000 Noteb Notec Severe 24 Slight m re N 5.45.5'N Note b Note c r r 1 N.45.5'N Note b Note c >- V Multnomah 500 Noteb Notec Moderate 18 Moderate Q Cl) Polk 400 Note b Note c Moderate 12 Moderate ee 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 a Tillamook 400 Note b Note c Moderate 12 Moderate Umatilla 3,000 Note b Nola 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 Note c Severe 24 Slight S.45.5'N Note b Note c N.45.5°N Noteb Notec EFFECTIVE Washington 400 Note b Note c Moderate 12 Moderate MARCH.2018 Wheeler 4,100 Noteb Notec Severe 24 Slight REVISIONS Yamhill 400 Note b Note c Moderate 12 Moderate 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 ronjunotion 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.Weld exposure category shell be determined on a sloe-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 caring 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 Ilse 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. elClimatic and Geographic Criteria By County NTS SiA 1 o c p n DECKING 1R507.41: ` E f (, �j M:�i, f redPt c ' �r� �,' •. - ' /`.rl fA...l..s ' .w--'1.rc r `' fez94°�CN�ft'IPeS - r'' a0 size: ❑2x ❑five- uarter »o �. = rt el material: ❑preservative-treated Dplastic composite ❑naturally durable(e.g. cedar) - fi,s c. orientation: ❑perpendicular to joists Odiagonal to joists ®JOISTS fR507.51: ff h size: 02x6 EiLx8 02x10 02x12 spacing: 012 in. 1E116 in. 024 in. span, L.: 7 ft. - 3 in. cantilever: 7 ft. - 0 in. (LJ/4 MAX) rim joist: 02x6 02x8 02x10 D2x12 Ihot applicable © BEAMS fR507.61: V plies: 111 02 03 a Liu size: 02x6 02x8 02x10 1:42x12 04x6 04x8 04x10 I�tx12 ❑ x_ cc in span, Ls:Q ft. - h in. UA cantilever: 2_ ft. - 0 in. (LB/4 MAX) • - d 0 z ®POSTS FR507.81: ag ~ 0 size: EY4x4 04x6 06x6 0_x o = w a height: -b ft. - 10 in. m o U EQ FOOTINGS rR507.8.11: w U) size: 2 0 in. l3"square Oround cc W thickness: q in. a 0 LEDGER rR507.21: size: 5i2x8 02x10 1212x12 fastener: 01/2"through-bolt Di 1/2" lag screw ❑code-compliant alternate (attach report) fastener spacing: 25 in. on-center ❑G LATERAL LOAD CONNECTION fR507.2.41: �G IVE MAR16 tat(4) 750 pound hold-down tension devices(detail 1/SO4) 0(2) 1,500 pound hold-down tension devices (detail 21S06) REVISIONS Ocode-compliant alternate(attach report) NO. DATE ❑H GUARDRAIL POST ATTACHMENT 1R301.51: °details 1-3/S05 & 1/S06 0'code-compliant alternate(attach detail). Qurarql� 141,.�',H-A. ' c. 1 �"'ikr'j iI`5—=.i'PC( / r^A'Y°"- t f.ef . r`"'`�""('',`t''` 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. ProjectSpecific Information • NTS S12 . . I dutodek+ The 4'r`aicspr[.ot C3eck Sciulon MEMBER CCMC .eu \ii.*.111 —,cti).- . i IS rib t t�; ',',vi: �t Provider SECTION 07 18 13 WATERPROOF PEDESTRIAN TRAFFIC COATING Display hidden notes to specifier. (Don't know how? Click Here) Copyright 2017-All rights reserved PART 1 GENERAL 1.1 SECTION INCLUDES A. Traffic membrane, consisting of welded seam PVC roofing membrane, over the following surfaces as indicated on the Drawings: 1. Balconies, sundecks and roof decks. 2. Walkways and stairways. 3. Patios and courtyards. 4. Swimming pool and hot tub decks. 1.2 RELATED SECTIONS A. Section 07 62 00-Sheet Metal Flashing and Trim. B. Section 07 50 00-Membrane Roofing. C. Section 07 71 13-Manufactured Copings. D. Section 22 14 26.13 - Roof Drains. 1.3 REFERENCES A. ASTM E 108 -Standard Test Methods for Fire Tests of Roof Coverings. B. CAN/ULC-S107-Standard Methods of Fire Tests of Roof Coverings. C. CCMC -Technical Guide for PVC Sheet Waterproofing (Exposed to Light Pedestrian Traffic). D. CGSB 37.54-95- Roofing and Waterproofing Membrane, Sheet Applied, Flexible, Polyvinyl Chloride. E. CGSB 37-GP-55M-Application of Sheet Applied Flexible Polyvinyl Chloride Roofing 07 18 13-1 Membrane. F. FBC 2014- Compliance with Florida Building Commission Requirements. G. ICC -Acceptance Criteria (AC39)for Walking Decks H. ICC -Acceptance Criteria(AC75) for Membrane Roof Covering Systems I. TDI RC-477 -Meets Texas Department of Insurance Requirements. J. UBC Std 15-2 -Test Standard for Determining the Fire Retardancy of Roof-covering Materials. 1.4 SUBMITTALS A. Submit under provisions of Section 01 30 00-Administrative Requirements. B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. C, Shop Drawings: Installation and seaming plan, showing joints, termination details, • and interface with other materials. D. Verification Samples: Two 8-1/2 by 11 inch (210 by 250 mm) pieces showing finish, pattern, color, and backing with label. E. Manufacturer's Certificates: Certify products meet or exceed specified requirements. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in providing products of the type specified in this section, with minimum of 25 years documented experience with products in use. B. Installer Qualifications: Company specializing in installing products of the type specified with trained installer and currently authorized by manufacturer. C. Pre-installation Meeting: Meeting to discuss waterproofing practices and precautions applicable to this project. 1. Convene minimum of 7 days prior to start of installation. 2. Require the attendance of: a. Manufacturer's representative. b. Contractor's field superintendent. c. Installation foreman. d. Other trades affected by this work. e. Owner's representative. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver and store products in manufacturer's original containers, dry and undamaged, with seals and labels intact until ready for installation. 1. Label uncured materials, both sheets and canned goods, with date of manufacturer and shelf life. 2. Do not use creased or damaged sheets. 3. Do not use products after end of shelf life. 07 18 13-2 B. Store and handle materials to prevent damage. 1. Place materials on pallets. 2. Prevent creasing of rolled materials. 3. Do not use polyethylene to cover stored materials(canvas tarpaulins are acceptable). 4. Keep containers closed, except when removing materials from them. C. Keep materials at temperature between 40 degrees F (4.4 degrees C)and 80 degrees F (26.6 degrees C); if adhesives are exposed to lower temperature, verify useability with manufacturer before using. 1.7 PROJECT CONDITIONS A. Maintain environmental conditions (temperature, humidity, and ventilation)within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's recommended limits. 1.8 WARRANTY A. Provide manufacturer's 10 year warranty for membrane leaks due to a manufacturing defect, covering materials, and/or repair and replacement labor. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Manufacturer: Provide products of Duradek/Durarail U.S. Inc., 1722 Iron Street, North Kansas City, MO 64116. Toll Free Tel: 800-338-3568. Tel: 816-421-5830. Fax: 816-421-2924. Email: duradekus(a.duradek.com ; Website:www.duradek.com. B. Manufacturer: Provide products of Duradek/Durarail Canada Ltd., 8288 129th Street, Surrey, BC V3W 0A6 Canada. Toll Free Tel: 866-591-5594. Tel: 604-591-5594, Fax: 604-591-3100. Email: duradekaduradek.com ; Website:www.duradek.com. C. Substitutions: Not permitted. D. Requests for substitutions will be considered in accordance with provisions of Section 01 60 00- Product Requirements. 2.2 MATERIALS A. Traffic Membrane: Duradek Ultra; polyester reinforced PVC membrane with ultra- violet resistance, for fully-adhered installation with heat-welded seams and perimeter attachment. 1. Sheet Width: 72 inches(1828.8mm), 2. Overall Sheet Thickness: 0.060 inch (1.5 mm). 3. PVC Film Thickness: 0.050 inch (1.3 mm). 4. Weight: 55 oz/sq yd (1864 g/sq m). 5. Color: a. Ultra: Arctic Quartz. b. Ultra: Desert Quartz. c. Ultra Legacy: Pebble Beach. d. Ultra Legacy: Legacy Barnwood. e. Ultra Legacy: Legacy Driftwood. f. Ultra Forest Floor: Birch. g. Ultra Forest Floor: Alder. h. Ultra Forest Floor: Ash. i. Ultra Cork: Espresso. 07 1813-3 j. Ultra Cork: Macchiato. k. Ultra Cork: Graphite. I. Ultra Heritage: Agate. m. Ultra Heritage: Aspen. n. Ultra Heritage: Sienna. o. Ultra Heritage: Sunrise. p. Ultra Supreme Chip: Granite. q. Ultra Supreme Chip: Taupe. r. Ultra Supreme Chip: Sonoma. s. Ultra Classic: Sandstone. t. Ultra Classic: Steel. u. Ultra Surcoseal: Grey. v. Ultra Surcoseal: Suede. w. Ultra Okanagan: Flint. x. Ultra Okanagan: Leather. y. Ultra Okanagan: Linen. z. As selected by Architect. 6. Slip Resistance: Tested to meet ADA requirements. 7. Flammability (ASTM E 108 and UBC Std 15-2): Class A, when installed over non-combustible substrate. 8. Flammability (CAN/ULC-S107): Class A, when installed over non-combustible substrate. 9. Flammability(ASTM E 108 and UBC Std 15-2): Class C,when installed over combustible plywood substrate. 10. Flammability (CAN/ULC-S107): Class C, when installed over combustible plywood substrate. 11. International Building Code Compliance: Comply with 2012 International Building Code requirements for walking decks and ICC Acceptance Criteria for Walking Decks, as evidenced by current Evaluation Report prepared by ICC Evaluation Service (ICC-ES). 12. International Building Code Compliance: Comply with 2012 International Building Code requirements for walking decks and ICC Acceptance Criteria for Membrane Roof Covering Systems, as evidenced by current Evaluation Report prepared by ICC Evaluation Service (ICC-ES). 13. Comply with CAN/CGSB-37.54. 14. National Building Code of Canada Compliance: Comply with National Building Code of Canada 2010, Part 9, Clause 9.26.2.1(1)(h), and CCMC Technical Guide for PVC Sheet Waterproofing (Exposed to Light Pedestrian Traffic), as evidenced by current Evaluation Report prepared by National Research Council, Canada Construction Materials Centre(CCMC). 15. CMHC Approval: Approved by Canada Mortgage and Housing Corporation for use in construction financed or insured under the National Housing Act. B. Miscellaneous Accessories: 1. Provide PVC Coated Metal, Scuppers, Overflow Drains, Roof Drains, and Trims as required for proper installation. 2. Provide Surface Conditioners, Adhesives, Sealants, Fillers, and Cleaners as required for proper installation. 3. Provide mechanical fastening devices color coordinated to membrane color. C. Adjacent Fleshings: Coordinate with flashing specified in Section 07 62 00-Sheet Metal Flashing and Trim. PART 3 EXECUTION 3.1 EXAMINATION 07 18 13-4 A. Do not begin installation until substrates have been properly prepared. B. Verify that deck is: 1. Secure, well supported, solid, and in accordance with local code structural requirements. 2. Properly sloped to drains, valleys, or eaves. 3. Clean and smooth, free of depressions, waves, and projections. 4. Dry and free of ice and snow. C. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Coordinate timing of installation to avoid construction traffic over completed traffic membrane surfaces. C. Wood Deck: Fill joints, knot holes, voids, and low areas with filler and sand smooth. D, Wood Deck: Cover with cementitious board meeting requirements of Class A approved application. Fill joints, knot holes, voids, and low areas with filler and sand smooth. E. Concrete Deck: Fill surface imperfections and variations with leveling compound. Test for and remove surface contaminants. F. Coordinate installation with installation of drains and similar accessories. G. Install fleshings and accessories. Seal around all penetrations, drains, and edges. H. Membrane shall not come in contact with bituminous materials or polystyrene insulations. Contact manufacturer for additional information. I. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.3 INSTALLATION A. Install in accordance with manufacturer's instructions and applicable codes. B. Install in accordance with CGSB-37-GP-55M. C. Do not install when temperature is below 25 degrees F(minus 3.8 degrees C) or above 98 degrees F (36.6 degrees C). Do not install when winds are gusting over 30 mph (48.3 kph). D. Do not dilute primers, adhesives, coatings, or sealants. E. Install membrane with minimum number of seams possible. Overlap seams 3/4 inch (19 mm), to shed water; heat-weld all seams. F. Adhere membrane to substrate. G. Mechanically fasten all perimeter edges and penetrations. 3.4 CLEANING 07 18 13-5 A. Clean soiled areas in accordance with manufacturer's recommendations. 3.5 PROTECTION A. Protect installed products until completion of project. B. Avoid construction traffic over completed traffic membrane surfaces. C. Touch-up, repair or replace damaged products before Substantial Completion. END OF SECTION 0718 13-6 duvcidck 'the Watoppmott�f6i:.:•Sotutbon E C MFMBEA MC ICC cam.. IPS r.ar apa Provider criq SECTION 05 73 00 ALUMINUM HANDRAILS AND RAILINGS Display hidden notes to specifier. (Don't know how? Click Here) Copyright 2017-Al!rights reserved PART 1 GENERAL 1.1 SECTION INCLUDES A. Aluminum handrails, guardrails, and railing systems, including connectors, fasteners, and required accessories including the following types and applications: 1. Glass baluster railing system, 2. Glass panel railing system. 3. Topless glass panel railing system. 4. Ornamental welded aluminum railing system. 5. Ornamental component aluminum railing system. 6. Pre-assembled aluminum and stainless steel railing system(cable railing). 7. Handrail system. 8. Fencing system. 9. Gates. 10. Privacy screens. 11. Wind screens. 1.2 RELATED SECTIONS A. Section 03 30 00-Cast-in-Place Concrete. B. Section 05 51 33-Metal Ladders. C. Section 05 73 13-Glazed Decorative Metal Railings. D. Section 05 71 00-Decorative Metal Stairs. E. Section 06 20 00-Finish Carpentry. F. Section 06 43 13-Wood Stairs. G. Section - : Execution requirements for placement of anchors 05 73 00-1 specified in this section in wall construction. 1.3 DESIGN/PERFORMANCE REQUIREMENTS A. Structural Performance: Engineer, fabricate, and install handrails, guardrails, and railing systems to withstand the structural loading required by applicable codes. 1.4 SUBMITTALS A. Submit under provisions of Section 01 30 00-Administrative Requirements. B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. C. Shop Drawings: 1. Show complete layout; plan views, elevations, connections, details for fabrication and attachment to other elements, and other installation details. 2. Include sealed drawings by the registered engineer responsible for structural design of system. D. Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns. E. Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm)square, representing actual product, color, and patterns. F. Manufacturer's Certificates: Certify products meet or exceed specified requirements. G. Closeout Submittals: Provide manufacturer's maintenance instructions that include recommendations for periodic cleaning and maintenance of all railing components. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in providing products of the type specified in this section,with minimum of 15 years documented experience with products in use. B. Installer Qualifications: Company specializing in installing products of the type specified. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver handrails, guardrails, railing systems, and related components in protective packaging. B. Store components to avoid damage from abrasion and other construction activities. 1.7 SEQUENCING A. Ensure that locating templates and other information required for installation of products of this section are furnished to affected trades in time to prevent interruption of construction progress. 1.8 PROJECT CONDITIONS A. Maintain environmental conditions(temperature, humidity, and ventilation)within 05 73 00-2 limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's recommended limits. 1.9 WARRANTY A. Manufacturer's Limited 20-Year Residential Warranty: provide manufacturer's standard residential limited warranty for defects in the structure and weld for 20 years; and protection against cracking, peeling, flaking or blistering for 10 years. B. Manufacturer's Limited 20-Year Commercial Warranty: provide manufacturer's standard commercial limited warranty for defects in the structure and weld for 20 years; and protection against cracking, peeling, flaking or blistering to be determined per project. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Manufacturer: Excell Railings Systems Ltd. exclusively provides products of Duradek/Durarail U.S. Inc., 1722 Iron Street, North Kansas City, MO 64116. Toll Free Tel: 800-338-3568. Tel: 816-421-5830. Fax: 816-421-2924. Email: duradekus@duradek.com ; Website: www.duradek.com. B. Manufacturer: Excel) Railings Systems Ltd. exclusively products of Duradek/Durarail Canada Ltd., 8288 129th Street, Surrey, BC V3W 0A6 Canada. Toll Free Tel: 866- 591-5594. Tel: 604-591-5594. Fax: 604-591-3100. Email: duradek@duradek.com Website: www.duradek.com. C. Substitutions: Not permitted. D. Requests for substitutions will be considered in accordance with provisions of Section 01 60 00-Product Requirements. 2.2 HANDRAILS AND RAILINGS A. General: Provide products free from surface blemishes where exposed to view in the finished installation. B. Aluminum Handrail and Railing Systems: Durarail. 1. Design: Component Picket System. 2. Design: Component Glass System. 3. Design: Welded Picket System. 4. Design: Topless Glass Mirage Post system. 5. Design: Topless Glass PUP Post system. 6. Design: Cable Railing. 7. Design: 8. Color: White. 9. Color: Black. 10. Color: Textured Black 11. Color: Rideau Brown. 12. Color: Evergreen. 13. Color: Beige. 14. Color: Grey. 15. Color: Sandalwood. 16. Color: Oyster Grey. 17. Color: Premium Wood Grain Finish, color as selected by the Architect. 18. Color: Premium Wood Grain Finish, color__. 05 73 00-3 19. Color: Custom: 2.3 COMPONENTS A. General: Provide all aluminum components of same alloy. B. Posts:Aluminum, sizes indicated on the Drawings;welded bases. C. Rails: Aluminum, sizes indicated on approved shop drawings. 1. Top rails continuous over posts. a. Profile: Round. b. Profile: Square. c. Profile: Park Rail. d. Profile: Heritage. e. Profile: PUP - No Top Rail. f. Profile: Cable Railing with g. Profile: 2. Bottom Rail Profiles: Unspliced lengths between posts. a. Profile. Welded Picket. b. Profile. Component Glass. c. Profile: Fence Bottom Sleeve. d. Profile: Glazing Channel. e. Profile: D. Pickets: Aluminum, sizes indicated on the Drawings. E. Collapsible Pickets: Aluminum: 1. Height: 36 inches. 2. Height: 42 inches. 3. Length: 6 feet. 4. Length: 8 feet. 5. Length: 10 feet. F. Cable and Hardware: 1/8 inch, Type 316 stainless steel cable and fittings. G, Panels: 1/4 inch (6 mm) tempered glass. 1. Clear. 2. tinted. 2.4 ACCESSORIES A. Screws: Color matched, stainless steel. B. Screws: Color matched, cadmium plated. C. Anchors and Inserts: As required to support work specified, in accord with approved shop drawings. D. Fittings and Fasteners: Same basic material as parts being joined, unless otherwise indicated. Do not use metals corrosive or incompatible with materials being fastened. 2.5 FABRICATION A. Fabricate handrails and railing systems to comply with manufacturer's printed requirements, project design requirements, details, dimensions, finish and member sizes, including post spacing and anchorage, but not less than the structural requirements to support loading. 05 73 00-4 B. Clearly mark component units for site assembly and installation. C. Use connections that maintain structural capacity of joined members. 2.6 FINISH A. Powder Coated Finish: Factory electrostatically-applied, color as specified. B. Premium Wood Finish: Factory applied, color as specified. Conforms to AAMA 2604. PART 3 EXECUTION 3.1 EXAMINATION A. Do not begin installation until substrates have been properly prepared. B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 PREPARATION A. Prepare surrounding construction to receive railing system installations to comply with manufacturer's requirements. B. Review and coordinate setting drawings, shop drawings, templates, and instructions for assembly and installation of railing system and related items to be embedded in concrete and masonry. 3.3 INSTALLATION A. Install railing system and related components in strict accordance with manufacturer's printed installation instructions and approved project shop drawings. B. Preassemble railing system, including posts, pickets, and panels where shown, in easy to lift sections whenever possible. 1. Align rails so that variations from level for horizontal members, and from parallel with rake of steps and ramps for sloping members, do not exceed 1/4 inch in 12 feet(6 mm in 3.65 m). 2. Separate aluminum from building materials where electrolytic action may occur by means of asphaltic paint or other approved method. C. Adjust, level, and securely install railing system components. D. Install bottom rails in unspliced lengths between posts. E. Install posts of continuous sections from mounting base to top rail. 3.4 CLEANING A. Immediately upon completion of installation, clean all railing system surfaces using clean water and mild soap or detergent. B. Do not use abrasive agent or harsh chemicals. 3.5 PROTECTION A. Protect installed products until completion of project. B. Touch-up, repair or replace damaged products before Substantial Completion. 05 73 00-5