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Plans (77) ildmiimmmmmmmiiimm Z rb,L,C_1 --5 LIABILITY e'MY OF TIGARI) The City of Tigard and its -._� � REVIEWED FOR CODE COMPLIAN( employees shall not be Approved: [,,4 responsible for discrepancies '6l-C---\Z___. OTC: j I which may appear herein. Permit#: JT — 6034S— Address: l3�f o b S (r,� 1 Suite #: VALIDITY OF PERMIT • PN_ THE ISSUANCE OF A PERMIT di Date: BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENTh------ 1_.;1 THE CODE OFFICIAL FROM �' m � �° REQUIRING THE CORRECTION yt j '��, ';?.�„,IJ1i I'll 1 ; I , �+�� O CE COPY � . Approved plans ill i , , it 1., i . .,,�' ''- 111%.410-00. - .. �j 2hall be on job s�t�. -0,P1\410.. ' �'j�,, :► • \ „AN._=^ '1'I.. .► Bottom View Dave/19 �er 13460 SW Osis Loop • Ret Lela from Scale:To ft 5O.2O9.9216 , °° . % %*>. .4r " ' iiiiii11111,,:„.,....!"-,- ,. r . ,,,, ,:illiii ..,--,---- --.< ,.. j,,,,h,,,,,..,,,-,: ` ,, ili !ih :, �/:1 �i�,1 /�- i�i'i1i�i viii I sill 1 I ^ / i ` •I����I,,%ill li lii ; i I. ;Ii#.di11111 i,� ,:I !r Nikki;ICI it 4.iSII its . i 11 . , i i 1 1i L �- 1 imt & Ij a:� `1 ! i ' 'I I— i� il CONDI7SON B—181E8102 MOUNTED 4X5 POST TO 2X RIM WITH SIVE 6EOCRING vr��e' l.-I 1�,tire I I 3. 14:!!'"e,� �' 1 III .rr� 1 Fa rids e�'rFw,ree twa 6-114' / V �f ,,i- 1 1 f ad any rantg ner 40.rers �FF �I�; ljr �� , 1.harktm64/4"saw1'Infauathe 4. 11.ilif1, ' v .; i edaeofthepetadr{./•1/49�"�%�1 1 i .li 11 .- - ::', famietop of*elm board **I'll!! ' p ' i `` 2 Install semi M1/4"mer 1"Ir from —4 N11 f ia:ether edge ofthe nog awl 1' t i net 7/49 irm it bottom of the -• -•".- •.. p 11' net hoard A bun/B^saw cemwd m WI the • /' cast mid the ten bond Top View . Dave Ieinberger 13460 SW Genesis Loop 5/Ienbon T' Scale:To fit 543249.9216 6. ```` Firs)layer Bashing behind building ' ,£k hi d t iv- !o''l r�` �' 10 F! Exterior well sheathing €'1 and ledger board,end aver siding • Y _-oec S (1S1re max sheathing) li Second layer"z"flashing over lap I ii videgnasa Existing wall -- and dOwn face of ledger board {� g aamo 4"4"1""f n G1 WIN;%/tr/is �n9 aver i J �� need r.-�.-..1rma_�.l Existing 2X deck joist II,' i rim(bend) `.1,11.011-1-1 li'+l' 2X ledger.same size in" g 2%fkxlr Joist. as deck 001st ` ��++ tune 'I Jceat hanger WS26 1 . (or equal)min. % )U'1.-f t -S - . Existing wall framingfir fag screws or or concrete wa31 I, fteXdfrt Simpson SDS screws 9'5' (Shown dashed) 1 ,'i and equal)spacedsat spacidng from9'top to Dottom ./ :.iii..nlw+..rna,rwn.rrwc t t 1 i . V p d t0 Q1 ,\ ZO 1 4-i7:Q • Zo N 'v % ,\ I • %—^ --�4x8 Beat j--- 01 0(044.('''''''' , , 1 . Stair guardrail required for stars wiltsa total Otto s�i;.1y/61 1 • " of 311"or acre.See typicalig g y guardrail d tecru iJ/ for more Information r 4' ;r 4x4 Post tt y Stairguan5ait✓** Ill, I-- g 3"-- d/// I height 34'min. 4 '1I ./ measured from 4'6' S' 21`n,,,, 9-r' (( nosing°flamed • Triangular epee ng shall rout Parma the passage of a 6"dia.sphere Sloped hangar ..`".`i(•'��. or LS50 or approved 1, ,..... equal each aide Band board orI r' abide joist .^„.....^ D, Plan Vicar -4- X 9Z-r S3nit erger 13460 SW Genesis Loop0815/9 b 5+r t f). er . Refer fron Scale:1/4"=1' 50 .209.9216 All II (2)(14,'('`) 3 I /I/it /// \\ ' 9110' 7 \\ . // Et 04 it II I , d Of A IP att..11011er Poet to beam I connector or 4X beam ' 3'311/4' i '.' P, ii: . m .41171i*,,vet vett 1\4(fil- 1-t- III 4X4 mm. A, s4- :a' .. . A sie,-, *0? BEAM BEAM POST POST LABS. LENGTH COUNT MUMS B ' 8'8 2 49/4' Pod spades is msoessd csnhrtvesetec i k e, .X 166 X (t 0 .40tn9S Beam Layout Dave i g� 13460 SW Genesis Loop 08!15/19 Ret Less fir T' Scale:1/4"=1' 50.209.9216 N � First layer flashing behind building Exterior wall sheathing and ledger board, and over siding (15132"max sheathing) Ill Second layer 2 flashing over top Post to beam ill .(2)2X beam Existing wall_._.-,. and down face of ledger board connectoror 4X beam r ; 11Existing 2X wilcoleIP Deckingeck jover C Li,' - rim(band) I doist 2X ledger,same size 2X floor joist.. l }AAL as deck joist � ' hanger er LUS26 4X4 min. ► •t 9 I (or equal)min. Existing wail framing..4 1/2"lag screws or or concrete wall ' 114"X41!2"Simpson SOS screws (shown dashed) (or equal)staggered from top to bottom and spaced at spacing"S" Sloped hanger I4 <<I°(5 f�MIA t C•`""�'�, or LS50 or approved Oi- 1 �e c �,; I I� equal each side Stair guardrail required / / t,)t�r1bf i. kw for stairs with a total rise U) �t of 30"or more.See typical / .E���. guardrail details Band board or for more information AV '1 outside joist W.•Is�•- cil Stair guardrail._ AILI . height 34"min. .•. measured from nosing of tread .�..1 ,l Triangular opening shall not permit the passage of a 6"dia.sphere Mhchanihal fabthne,s may he ..--- installed in(ihu of toe-naffs lit (3)8d toe 1 1 ;ri" ailed ) !j blb—f�1 1 � -411 t,i lifi , Z1111MJJ ,: Al"�ifir 0 4 1 4.--- vv • iticitort, 2. ti ifs .f• 1. h . to ..?,6.a:.` • OPENING SHALL NOT ALLOW PASSAGE •— OF A 4" DIAMETER SPHERE. r 0 ;!a• 36" -T , > ..4,, _ ... ' -- 1 I-`1 3,56" TWO SUPPORTS REQUIRED LI I. r (TYP.) I GENERAL NOTES > SCOPE o E ,5 m SINGLE LEVEL EXTERIOR DECKS ATTACHED TO a o m THE EXTERIOR WALL OF A ONE-OR TWO-FAMILY a g m o DWELLING. U APPLICABLE BUILDING CODE 'm `/ 2017 OREGON RESIDENTIAL SPECIALTY CODE lilo ,0.r (ORSC). LIMITATIONS OF USE USE OF AND ANY MODIFICATIONS TO THESE ;,•>`t ` I �_ READY-BUILD PLANS IS SUBJECT TO REVIEW ,,,.,..° r . „ ���, �IJI AND APPROVAL BY THE BUILDING DEPARTMENT :�%'r 1111 �I�I1(I I, 1111 i HAVINGJURISDICTION. 111111 1�� I�t � A. ULTIMATE WIND SPEED:105-135MPN --00,0000e. ,00,,,,,4,00e , ffi �'�'�-�.�.VIII �' B. WIND EXPOSURE CATEGORY:B,G ORD �- // �. C. SEISMIC DESIGN CATEGORY:C,Di,OR D2 (,,,� D. GROUND SNOW LOAD:<40 PSF g i DECKS SUPPORTING LARGE CONCENTRATED 5 W 0 i! LOADS SUCH AS HOT TUBS ARE BEYOND THE C9 0 ;� SCOPE OF 7H1S DOCUMENT. cc 7::°#°$°°:;:>"'------- ---400000054° ! � l! APPLICANT SHALL USE THE CODE PRESCRIBED Z a �,f , '. TABLES CONTAINED HEREIN AND RECORD a O t i i iri i i E ( THEIR PROJECT SPECIFIC DESIGN PARAMETERS 0. `Ii t�+ (pX )ON SHEET S12 PRIOR TO PERMIT S ... a ; ,..!I `•"'� APPLICATION. mCZ N �`� � "00 ti� E.i •� IF >- V ^��a•. ,�--&',11.1,1�,, � I ,” FOUNDATION a _ FOOTINGS SHALL BEAR ON NATIVE,INORGANIC, Lu W . - �,;, I �'- UNDISTURBED SOIL BELOW EXISTING GRADE. �/ e CONCRETE STRENGTH SHALL BE 3,000 PSI IN re �% MODERATE WEATHERING REGIONS AND 3,500 �L, �, ,' PSI IN SEVERE WEATHERING REGIONS(SEE DETAIL 1/S11)[R301.2 AND R402.2]. WOOD FRAMING ALL WOOD SHALL BE APPROVED NATURALLY i DURABLE OR PRESSURE-PRESERVATWE- ;F' TREATED(R317.1). ALL WOOD IN CONTACT WITH THE GROUND,OR EMBEDDED IN CONCRETE EFFECTIVE SHALL BE APPROVED PRESSURE- MARCH,2015 �i iPRESERVATIVE-TREATED WOOD SUITABLE FOR REVISIONS LEGEND: GROUND CONTACT USE(R317.1,2). ALL CUTS NO. DATE 0=PROJECT SPECIFIC SHALL BE FIELD TREATED WITH COPPER DECK COMPONENT NAPHTHENATE(2%COPPER)[R402.1.2]. I 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. 1SECTION 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 [R2021 SUBMITTAL)[R317.3]. SO1 NTS S01 e C p p p a o2 E c ` p VC M N ^ 9 rT ii m 9 M G o r)ii, C U EXTERIOR WALL NOTE:THE FLOOR JOISTS SHALL BE RUNNING PERPENDICULAR TO THE D OPENINGS GUARD BAND JOIST AS SHOWN. GGUAR NOT ALLOW [H GUARD(DETAIL 1/S05) WHEN JOISTS ARE SPASSAGE OF A RUNNING PARALLEL,A THEDIAMETER DESIGN AND DETAILING SPHERE4" [R312.1.3] OF THE LATERAL LOAD (,� CONNECTION IN _ - - ACCORDANCE WITH -;-^t-.^.;`.^ '.." ..."t D.J.`_"--,.- .. `t ACCEPTED ENGINEERING .1a 0 PRACTICE SHALL BE El DECKING(DETAIL 4/S05) 00 SUBMITTED FOR REVIEW. ate. 0 g s • ° • n 0- r-- NOTE: NOTE:BAND JOIST ! n Ce o SHALL BE A MINIMUM 2x Q LEDGER(DETAIL 3/504} Y G' m NOMINAL SOLID-SAWN []JOIST o 0 OR A 1x9-1/2 ACTUAL ©BEAM(DETAIL 2/SO4) a W LAMINATED VENEER Q LATERAL LOAD CONNECTION LUMBER(LVL)O [R5W SE, (DETAIL 1/SO4) Et MEMBER. OTHERWISE, A DESIGN AND /' (\ I DETAILING OF THE ®JOIST SPAN,L, LEDGER CONNECTION IN ACCORDANCE WITH ©JOIST CANTILEVER(1/4 MAX) ACCEPTED ENGINEERING PRACTICE SHALL BE SUBMITTED FOR REVIEW. EFFECTIVE L— IfFINISH GRADE(FOUNDATION ©POST MARCH,2018 CLEARANCES FROM SLOPES SHALL BE IN ACCORDANCE WITH REVISIONS SECTIO4O3. 9ONR4O3.1.9) XV NO. DATE I - 1 I I 0 FOOTING(DETAIL 4/504) Elevation I — 1 1 - _ 1 Side Elevation /� S02 NTS 802 $ o cn C. -••'•• ', Nit ,..., 1 1 --• z 0 —1 (0 0 R. I sliklsk P . i I,I, ,\...... (7) 1:7 ' a .,..vx-ccjiWo- ,a-t4fAirt* AI/ -_ 4,44,444.1%, i A........„....„.._ 4.52-Aveat41 `SI' '=. A / Wia0:4Xf!-#.;:17;--Oft-40 A ‘N .-._ •••k...p-e-r•,-.1-.$4$1--^.,?..qv--.4 7$.***aMPOWACIPT$41V• .4 AteXMVO#4;• Mk '-- - _ 0 Ina% -- Itte.„4"-u*....avetgi , ‘N'''PIAIIIIIIIIE._m:.-_ --2,0tAiw-4,3441-A0 It ik't g —- *;.400%),Axeir :14-1144-4-WW i.-- fhzifs.rogvt4,.-*a ,a X ,i, 4,5•1111,\;,-.,___ ; -t:. A 1 Ilk yr TN -4:4- sge-rt.4.44,- t,- - ••.$4,....,---:•-•,,,,7., 4.--,..^ $ lib , i 03 / 4**40r#A,‘Wito4 \ Fs:, 8 isniii isi , Ar.5••= vx•t--i-em.:1 w-~-41-4,211-051 _ ,2-4404:-Wro 1,. A 1 v c- lir tref AgifrA.4.0,44, '',J, av 40.0fal",it i C‘ , ix r — a iir .,„,, t*4 14111.11 411i r km 1 Air 1 - VP;:'Tti Itiate $11111 tit, lig, gal ,all INIIIIMIIIIIIIIIIMff ..‘ I $&,`,2.2Vr$M$704201,-,41 limmissimssommosam am I —. 1.11111111.11111111111.111111111=111111111.1111307 4. reer !.:.: :4711111,111111, ;11:7: Slirril"f 4F,K.1.4,0$400 - vit4hz,,:a4,84-ec ,..AfAc.iftcgi.,-*&•freol I .44\\ k-5Mlifekwils-5,*$$1*.÷$,V ll 17:- . PAWY4WeeN;* Ai % MEM 11! c- cr $• ,,, eii $.:$; 40-141.4* 1 e f lir $4,-$:.$$$, •':$•$$$4 Arraorysvo j II ft' 7.:' R-ViVr-14:4-'70/ _ •Nk. $:.a.iiiiiiimi.../11./•,..-...7, • Aril iiiii ....• rE$5402:affi 14 A\ .... - i alatile 4) . '4 ,• i (- re. /.....,„........... . i 1 r . Ei POST HEIGHT elk --.. 1 ••• .7,41 .L7r (10 1 zx mr, READY-BUILD PLAN PROGRAM • < 0-T1 i 0) co x m 09 - 0 , i a to,l,,j C-dos 0$4•00$, 0 0 PRESCRIPTIVE DECK gotta(IsolklInws lor oration < —I 503-378-4133(main) co m 2017 ORSC bcd.info@oregon.gov CORROSION-RESISTANT a`, dap > �y � FLASHING INSTALLED IN •, �� ' , ` 0 DECK JOIST PER o e _ Q, • y 'Al" '` ;DETAIL 1/507,TYP ; Ea ` SHINGLE-FASHION FORti % �.., �� WATER TIGHTNESS 14i , ''` u40,11, .,b:a WHERE DECK MEETS .a�� r °.'APPROVED JOIST TO = a,. �� � . �f EXTERIOR WALL '� -BEAM CONNECTOR = n e,.,--- [R703.4j 4q ::.4:1.., [8507.7) m p o....I'V., I. © HOLD-DOWN DEVICE ° 7 • 4" WITH MIN 750 LB. BEAM PLIES SHALL BE ■ CAPACITY AT 4 FASTENED WITH(2) LOCATIONS,EVENLY ROWS OF 100 NAILS DISTRIBUTED ALONG ° MIN AT 16"O.C.ALONG DECK AND ONE WITHIN 24" EACH EDGE[R507.6] OF EACH END OF THE . ° ° •---,,,,o'''''''' LEDGER. DEVICE SHALL =l _ ° . C DECK BEAM PER BE INSTALLED IN � a - - DETAIL 1/S09 i,)t. ACCORDANCE WITH '# ,,' %!,.-. 14,' _ � �~ I � � = MANUFACTURER'S � b �� �� --APPROVED BEAM TO U �� `2 ` ;; RECOMMENDATIONS m'` q: POST CONNECTOR CILLI ,` _, -=� [R507.2.4j.SEE DETAIL `S°- �# j , [8507.7.1].SEE DETAIL s -���, 3/S06 FOR ALTERNATE 0 2IS06 FOR ALTERNATE " ' CONNECTION O W qg ' tl . , CONNECTION a U l ©DECK JOIST PER [D DECK POST PER z > co t= ti &- 4 i, �;. w DETAIL 2/S07 DETAIL 2/S09 O 1 Lateral load connection 2 Joist to beam and beam to post connection o M. r- SO4 NTS SO4 NTS m ®DECK POST PER o 0 LATERAL LOADDETAIL 2/S09 W CONNECTION PER DETAIL APPROVED POST TO 1/SO4 OR 2/S06 FOOTING CONNECTOR a FLASHING BETWEEN DECK INSTALLED IN 1.1 AND EXTERIOR WALL PER ACCORDANCE WTH DETAIL 1/SO4 MFR'S INSTRUCTIONS ';;, [R507.8.1) ©DECK LEDGER FINISH 0 L FASTENING PER DETAILS GRADE 1/S08 AND 2/S08, STAGGERED AS SHOWN • EFFECTIVE (� MARCH,2018 ;� REVISIONS a c i APPROVED JOIST HANGER x.;.11 Lam! ? N x X WTH DEPTH NOT LESS - NO. DATE M M ""' THAN 60%OF JOIST DEPTH I 0 w I Opp [R507.7 AND 8507.5.1] , z co 0 LEDGER z Z Z k .\O z z FASTENER g -' 0 DECK LEDGER(2x8 0 v SPACING PER �v: - MINIMUM)PER DETAIL i z I- NOTE:SEE DETAIL DETAILI/S08 1/S12 EQUAL TO OR �+il1 O 4/506 FOR 1.0 CD n GREATER THAN THE DECK ALTERNATE POST Details JOIST DEPTH l TO FOOTING (j FOOTING SIZE CONNECTIONS PER 1/S10 3 Ledger connection 4 Post to footing connection SO4 NTS SO4 NTS SO4 I 2X8 OR 5!4 BOARD RAIL r o 16 .rte .� •� '" CAP ATTACHED TOO c E c 6'-0"MAX POST SPACING r �� EACH POST WITH(3)16D r o 0 .., 10X3 WOOD 11 SCREWS a, Ill, 11 # 2X2 BALUSTERS L f _ P. g IATTACHED AT TOP AND n+ ,90 pr. BOTTOM WITH(2)SD tiiNAILS OR(1)#8x2-1/2" tO M -. Q f t ' .MIN WOOD SCREW m a ` R . Y FASTEN RIM JOIST TO —:k—: ^ I _ _ .1 : " - END OF EACH JOIST :—I: :u:1: : :{']: : . e� - 1 �-Y„ `. •WITH(3)10D NAILS OR III m .01 .'1 ,11,0 #10x3"WOOD SCREWS r • ® o • • = • [R507.5.1] ® ir ® • • '', `i� • •4X4 GUARD POSTS U / Z SEE DETAIL 2/S05 .• �o ' < W 2"MIN- ¢ JOIST SIZE OPENINGS SHALL ® GUARD POST cc Ck 2X8 =31/4" NOT ALLOW THE 2X4 TOP AND BOTTOM ATTACHMENT PER a0c w PASSAGE OF A 4" ATTACHED TO EACH POST DETAILS 1/S05&3/S05 U 2X10=5" DIAMETER SPHERE WITH(2)8D NAILS OR(2) • DECKING PER z 0 2X12=5" [R312.1.3] #8X3"WOOD SCREWS • ix DETAIL 4/S05 a 1 Deck guard 2 Deck guard o 0. o SO5 NTS S05 NTS D ce c.i m U RIM JOIST ¢ LU ft W UNDERSIDE OF DECKING ©507 DECKING PER DETAILce a. •PO DEVICESD POSTS TOK JOIST (2)0 LB. #8SREWSR5074r 6CH,�, ACCORDANCE WITH ::::: MFR'S INSTRUCTIONS. ®= e ' `k THE THROUGH BOLTS r ®i► •-v AND WASHERS SHALL 1tt i, BE CENTERED ON THE NO. DATE GUARD POSTS AND O 1/8"PARALLEL GAP '. I SPACED AS SHOWN IN RECOMMENDED DETAIL 11505. 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 S 05 GUARD POST R �� ' FLOOR SHEATHING NAILING o - c o, '' ,, igook �. AT 6'O.C.TO JOIST WITH ° E 0 's''64 ,',-, {t"4.F' .. HOLD-DOWN DEVICES VOLD DOWN p 2 go O410,?,:„.M a err .-- FROM GUARD POSTS TO ---- __,.,-„� "' , ALIGNED BLOCKING AND h I co o 7 f&)'40 , , FROM ALIGNED BLOCKING a, }, TO ADJACENT JOIST - "a U , . _ �'�,irk ,,e,1474 MIN EACH,0 LB.CAPACITY ED IN � n " #3n,o, ACCORDANCE WITHH MFR'S u� ..:.._:. i �' io ,12 , " l'' . "" `A- THROUGH BOLTS AND E x g� "s�`"t € t ��,(6 ,,yo. rt'.WASHERS SHALL BE j�, a,a AA £ � `"�E`� 4"x� r CENTERED ON THE GUARD 'f `di, g, ` ,fi),•f` 4i� POSTS AND SPACED AS '� l`' 'z�h`,�s (;.t � e ;F w Q ,, ' 21,;,r ' �� SHOWN IN DETAIL 11S05. r y" i. yr { Y FROM 2017 ORSC HOLD-DOWNS OR SIMILAR yt 2 Ni' ,I4,'„ ATTACH ALIGNED FIGURE R507.2.3(1l /�`�` ' TENSION DEVICES q< Q s4.0 t }r ,, BLOCKING TO JOISTS WITH CONNECTING ALIGNED DECK 4k; ,, -4."4-'444o,,, _ (2)10d THREADED NAILS JOIST TO FLOOR JOIST o r�. y VIEW FACING .cam , ,4 OR WOOD SCREWS EACH i W NOTE:HOLD-DOWN TENSION DEVICES PER THIS DETAIL SHALL HAVE o U OPPOSITE SIDE END ,00. co It �� '' 1,500 LB.MINIMUM CAPACITY,BE INSTALLED IN NOT LESS THAN TWO Z OFBLOCKING GUARD POST LOCATIONS,AND BE WITHIN 24 INCHES OF EACH END OF DECK. a F— o Allik Guard •ost to blockin. connection 2 Alternate deck attachment for lateral loads a 0.. Nil''- S06 NTS S06 NTS m N Ce Q O ff0/A� W V) 4 2-112"MIN i w 6X6 MINIMUM POST SIZE cZ !j}.. i — ZLLJ0 • a¢ r; ,, • EFFECTIVE Oki �� cr W ;I MARCH,2018 a (2)1/2"DIAMETER a , THROUGH-BOLTS WITH • a WASHERS NO. DATE FROM 2017 ORSC FIGURE R507.8.1 REVISIONS m, 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 SO6 NTS QAC o t FROM 2017 ORSC TABLE R507.4i S ° JOIST SPACING a E MAXIMUM ON-CENTER JOIST SPACING(in.) '__ g3 i g3 g' DECKING TYPE AND - NOMINAL SIZE to joist Diagonal to joists m e c1)mi S �.n 514-inch-thick wood 16 12 2-inch-thick wood 24 16 Plastic compositeb Per deckinrgm anufacturer 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) 0 S07 NTS ix p cc LU o z >a u) ° 0 6i. N JOIST SPANS, LJ(ft-in.) 00 () o SPACING OF DECK JOISTS WITH NO CANTILEVER'' SPACING OF DECK JOISTS WITH CANTILEVER Q 0 SPECIES' SIZE (in') (in.) Lc2 W LU 12 16 24 12 16 24 CIL 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, 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 .0 -,,, 8 Ta LEDGER CONNECTION TO BAND JOISa 0 JOIST SPAN(ft.),Ls - t "'o CONNECTION DETAILS a m "2 s <6 <8 5510 5_ 12 5_ 14 516 5_ 18 ..--- a 0,� 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 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 Q 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. la 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 n. 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. CCg 1 Minimum Ledger Connection Table(from 2017 ORSC Table R507.2) o ad S08 NTS 0 d CO a W CZ CL 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 15/8b 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) - S08 NTS S08 BEAM SPANS', LB(ft-in.) a s o M m DECK JOIST SPAN,L,,,(ft.) v s c o SPECIESb SIZE° _ Co <( S8 �1 <_ 12 X14 C16 SIS m a o m 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- ... . 0 Fir,Spruce-Pine-Fir, 4x8) 8-5 7-3 6-6/ 5-11 5-6 5-2 4-10 ¢ ui Redwood,Western .. o: ci Cedars,Ponderosa Pine, 4x10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 C? Red Pine 4x12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 Z > CD 3-2x6 7-4 6-8 6-0 _ 5-6 5-1 4-9 4-6 Q a 3-2x8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 = CLN m 3-2x10 12-0 10-5 9-4 8-6 7-10 7-4 6-11 O 3-2x12 13-11 12-1 10-9 9-10 9-1 8-6 8-1 a W a.Beams supporting deck joists from one side only(with optional joist cantilever). a 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) S09 NTS POST HEIGHT EFFECTIVE SPECIESb DECK POST SIZE HEIGHT'(ft.) MARCH,2018 REVISIONS Douglas Fir-Larch,Hem-Fir, 4x4 8 NO. DATE ; Spruce-Pine-Fir,Redwood, Western Cedars,Ponderosa 4x6 8 Pine,Red Pine 6x6 14 a.Measured to the underside of the beam. Tables b.No.2 grade. 2 Maximum Post Height Table (from 2017 ORSC Table R507.8) - 609 NTS S09 C FOOTING DIMENSIONSa n 0 E—0 ROUND FOOTING SQUARE FOOTING WIDTH MINIMUM FOOTING o a 0 E BEAM SPAN(ft),LB JOIST SPAN(ft),Li DIAMETER(in.) (in.) THICKNESS')(in.) < 10 18 16 8 r m o _a `,n <_b <_ 14 21 19 8 < 18 24 21 10 <10 20 18 8 <g < 14 24 22 10 < 18 27 24 11 < 10 23 20 9 V < 10 < 0 < cC 14 27 24 11 O LLI < 12 < 10 25 22 10 d / 0 • ZCP < 14 < 10 27 24 11 5 H 0 n a h- a.Assumes 1,500 psf soil bearing capacity per Section R401.4.1. 5o bEt .In accordance with Section 8403.1.4,footings shall be placed not less than 12 inches below the finished grade on undisturbed ground surface and shall m N extend below the frost line depth specified in Table R301.2(1).Coordinate footing thickness with post base manufacturer installation instructions. p U < CO rt 1 Minimum Footing Sizes Table(Ref 2017 ORSC Section R403) W CZ S10 NTS a EFFECTIVE MARCH,2018 REVISIONS NO. DATE 1 Tables Si0 2017 ORSC TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAgrh o COUNTY GROUND SNOW ULTIMATE DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE c c LOAD'o 36 psf WIND SPEED CATEGORY Weatheringd Frost line depth(inches) Decay Baker 3,200 Note b Note c Severe 24 Slight iv o Benton 400 Note b Note c Moderate 12 Moderate 3 co Clackamas 500 Note b Note c Moderate 12 Moderate t@ o2 c Clatsop 400 Note b Note c Moderate 12 Moderate ° o • Columbia 400 Note b Note c Moderate 12 Moderate �a In.n _ Coos 400 Nate b Note c Moderate 12 Moderate 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 5.45,5°N Note b Note c N.45.5°N Note b Note c Grant 4,100 Note b Note c Severe 24 Slight Ramey 4,100 Note b Note c Severe 24 Moderate Hood River Note a Note b Note c Severe 24 Moderate U Jackson 2,000 Note b Note c Moderate 18f Slight 9 W Jefferson 4,100 Note b Note c Severe 18 Moderate � 0 Josephine 4,100 Note b Notec Moderate 1st Moderate 0 Klamath 4,000 Note b Note c Severe 24 Moderate 0 Lake 4,200 Note b Note c Severe 24 Slight 2' W Lane 500 Note b Note c Moderate 12 Moderate O.. Lincoln 400 Note b Note c Moderate 12 Moderate Z r.:Linn 709 Note b Note c Moderate 12 Moderate rQ Malheur 3,400 Note b Note c Severe 24 Slight 0 CL Marion 500 Note b Note c Moderate 12 Moderate Morrow 3,000 Note b Note c Severe 24 Slight 5 Ce co 5.45.5°N Note b Note c LD N.45.5N Note b Note c _ >. U Multnomah 500 Note b Note c Moderate 18 Moderate ,Q CO Polk 400 Note b Note c Moderate 12 Moderate W Sherman 2,000 Note b Note c Severe 24 Slightrt U.I S.45.5°14 Note b Note cte N.45.5°N Note b Note c p Tillamook 400 Note b Note c Moderate 12 Moderate 1i Umatilla 3,000 Note b Note c Severe 24 Slight 5.45.5°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 5.45.5°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 Note b _ Note c _ Severe 24 Slight Yamhill 400 Note b Note c Moderate 12 Moderate REVISIONS a.For locations with elevation higher than the listed values or foraNO. DATE 9possible reduction in minimum design roofsnow 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 shalt 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 lost 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. Climatic and Geographic Criteria By County NTS S11 c . 0 •. AD DECKING [R507.41: 0 s 0 size: 02x Wye-quarter 2 r, material: Opreservative-treated aplastic composite Onaturally durable (e.g. cedar) 6 orientation: I perpendicular to joists ❑diagonal to joists ` 9 tn 0 a 0 n ©JOISTS [R507.51: size: 02x6 02x8 )22x10 02x12 spacing: 012 in. 116 in. 024 in. span, LJ: r1 ft. - 10 in. cantilever: ft. - g in. (LJ/4 MAX) rim joist: 02x6 02x8 Ejl2x10 1232x12 Onot applicable ©BEAMS 1R507.61: (,.) plies: 01 02 03 Q W size: 02x6 02x8 02x10 02x12 04x6 144x8 04x10 134x12 ❑ x a Q span, LB: L ft. - 3 in. O W cantilever: O ft. - in. (Le/4 MAX) a �' 2 z �„ DD POSTS [R507.81: I— O size: E234x4 04x6 06x6 ❑_x ° d' o height: 2- ft. - d in. oil 5 Et N o (,)0 FOOTINGS [R507.8.11: a LU size: t ko in. EAsquare ❑round thickness: Ic, in. a FD LEDGER 1R507.21: size: 02x8 0.2x10 02x12 fastener: 01/2"through-bolt 01/2" lag screw "code-compliant alternate (attach report) fastener spacing: i7_ in. on-center © LATERAL LOAD CONNECTION 1R507.2,41: EFFECTIVE (4)750 pound hold-down tension devices(detail 1/SO4) A 1 -e). flu i l ^ 1 MARCH,2018 0(2) 1,500 pound hold-down tension devices(detail 2/S06) REVISIONS ❑code-compliant alternate(attach report) NO. DATE I HD GUARDRAIL POST ATTACHMENT FR301.51: Odetails 1-3/S05& 1/S06 Scode-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 S12 FASTENMASTER TECHNICAL BULLETIN DECK RAIL POST TO RIM BOARD CONNECTION DETAILS According to the current International Residential Code for One and Two-Family Dwellings,Table 8301.5 guardrails and handrails must be designed to withstand a single concentrated load of 200 pounds in any direction. A critical part of this connection is making a strong connection between the guardrail post and the rim board of the deck. In most cases, a 1/2" through-bolt or carriage bolt is used to make this connection. When installed as instructed in this bulletin, the ThruLOK System can replace 1/2" bolts, meeting the 200 pound design load for this part of the connection. APPLICATIONS efsstenMaster. ThruLOK' Screw Boli fastening System 13 ! I 4.000 DECK POST TO SINGLE RIM JOIST DECK POST TO DOUBLE RIM OR SINGLE RIM WITH BLOCKING INSTALLATION INSTRUCTIONS 1.Choose the correct length (6-1/4" or 8") and fastening 6. Return to driving the screw in the pattern for each post to rim application based on the remaining 1/4"to 1/8"until the illustrated conditions. washer and nut are firmly drawn .Met tine 2.Mark the surface of the wood with the correct pattern. together. O— •J 3. If a flush mounted head is required,use a 1-1/4"spade bit 7.Make sure that the point of the tr�, aS to create a 1/4" deep recess in the rim or post. ThruLOK fastener has passed the "MIN LINE" printed on the nut. 4. Remove the pre-assembled ThruLOK nut from the screw and using a 1/2"drill on low speed/high torque setting,install 8. Repeat until all of the fasteners are the ThruLOK screw and washer into the outside face of the installed correctly according to the application until the screw is 1/4"to 1/8"from being flush. specifications contained in this bulletin. 5.Thread the ThruLOK nut onto the exposed threaded end of the fastener. Firmly twist on the nut by hand until snug. Effective July 1, 2014. Please reference our website to ensure that you are using the most up to dote version. Fastenfilaster. FASTER EASIER STRONGER 153 BOWLES ROAD,AGAWAM,MA 01001 413.789.0252 800.518.3569 WWW.FASTENMASTER.COM FASTENMASTER TECHNICAL BULLETIN CONDITION 1 — EXTERIOR MOUNTED 4X4 POST TO 2X RIM For this condition, use the 6-1/4" ThruLOK fastener 1. Install first screw 1"in from the edge of �'`"-------. the post and 2" (+/-1/4") from the 0 top of the rim board ©' (2) '---s-- 2.Install second screw 1"in from the other edge of the post and 3" (+/- 1/4") from the top of the rim board --.,.-, 3. Install third screw in the center of the ~"`" "'�••,.,, © post and 2" (+/-1/4") from the � bottom of the rim board ". -•4 CONDITION 2 — INTERIOR MOUNTED 4X4 POST TO 2X RIM For this condition, use the 6-1/4" ThruLOK fastener 1. Install first screw in the center of the post and 2" (+/- 1/4") from the top of the rim board 1 2. Install second screw 1" in from the other edge of the post and 3" (+/- 1/4") p I from the bottom of the rim board ©t 3. Install third screw 1"in from the edge 1 of the post and 2" (+/-1/4")from the 1 bottom of the rim board CONDITION 3 — INTERIOR MOUNTED 4X4 CORNER POST TO 2X RIM For this condition, use the 6-1/4" ThruLOK fastener 1 1. Install first screw 1" in from the edge of the post and 2" (+/ 1/4") from the f: ; top of the rim board -, t 2. Install second screw 1" in from the other k © : edge of the post and 2" (+/- 1/4") 1 : r from the bottom of the rim board ' 1 3. Install third screw centered on both the 1 ©01 I post and the rim board I 1 i FASTENMASTER TECHNICAL BULLETIN CONDITION 4 — EXTERIOR MOUNTED 4X4 POST TO DOUBLE 2X RIM For this condition, use the 8" ThruLOK fastener _ � 1.Install first screw 1"in from the edge of - --"`` the post and 2" (+/- 1/4'") from the top of the rim boards 0 =' 2. Install second screw 1"in from the other Q01 ©' edge of the post and 3" (+/- 1/4") - from the top of the rim boards -�-- I 3. Install third screw in the center of the 0post and 2" (+f-1/4") from the l bottom of the rim boards CONDITION 5 — INTERIOR MOUNTED 4X4 POST TO DOUBLE 2X RIM For this condition, use the 8" ThruLOK fastener 1. Install first screw in the center of the post and 2" (+/-1/4") from the top of - - _ _ the rim boards 3 i 2.Install second screw 1"in from the edge of thepost and 3" (+ - 1 " ,...z;- '- / /4 ) from the i0 F ': bottom of the rim boards 4 0; 3. Install third screw 1" in from the other edge of the post and 2" (+/- 1/4") { -':� from the bottom of the rim boards CONDITION 6 — INTERIOR MOUNTED 4X4 CORNER POST TO DOUBLE 2X RIM For this condition, use the i 8" ThruLOK fastener 1. Install first screw 1"in from the edge of `-"` ---.."_.__` - - - ' the post and 2" (+/- 1/4") from the top of the rim boards 0 0 : 0 2. Install second screw 1"in from the other +. ) edge of the post and 2" (+/--1/4") r ' from the bottom of the rim boards 0 4 ;. .` + 3. Install third screw centered on both the 0; i. post and the rim boards FASTENMASTER TECHNICAL BULLETIN CONDITION 7 — INTERIOR MOUNTED 4X4 POST TO 2X RIM WITH BLOCKING For this condition, use the 8"ThruLOK fastener 1.Install first screw in the center of the post and 2" (+/-1/4")from the top of the rim board 0 2-Install second screw 1"in from the edge of the post and 2" (+/-1/4") from the © bottom of the rim board © V i 3.Install third screw 1"in from the other edge of the post and 3" (+/- 1/4") from the bottom of the rim board CONDITION 8 — INTERIOR MOUNTED 4X4 POST TO 2X RIM WITH SIDE BLOCKING For this condition, use two, 6-1/4" and one, 8"ThruLOK fasteners 1.Install first 6-1/4" screw 1"in from the edge of the post and 2" (+/- 1/4") '--- .._ • from the top of the rim board } ° ©1 2.Install second 6-1/4"screw 1"in from the other edge of the post and 2" • Of 1/4") from the bottom of the p i ' rim board I ; 3.Install 8"screw centered on both the post and the rim board GENERAL FASTENING GUIDELINES Design values used to create the fastening patterns in this As with other bolted connections using wet treated wood,the bulletin were derived from individual fastener testing under nut should be inspected and tightened if needed after initial ICC Acceptance Criteria AC233 and reported in ICC-ES Evaluation drying period. Report ESR-1078.= The connection details in this bulletin are an acceptable moons The connection details shown in this bulletin apply specifically of transferring the load from guard post to rim joist only. to 4x4 posts and 2x8, 2x10 or 2x12 rims and/or joists. Additional blocking or hardware may be required to transfer For different dimension lumber,wood species of lower density loads from the rim to deck joists. than Hem Fir (SYP and OF are higher density and therefore Fastening patterns assume the following:All components are approved), or post heights greater than 37.5" off the top of used (screw, washer and nut), holes are not pre-drilled, and the joists, please contact FastenMaster to determine the proper posts ore loaded in on outward direction from the deck. fastening solution. For questions regarding these or other connections,please contact ThruLOK is coated with mechanically applied zinc in actor- FastenMaster Technical Support at www.fastenmoster.com or by dance with ASTM B695, Class 55.This is compliant with the calling 800.5183569. current International Residential Code®for use in ACO pressure treated wood. fastenMoster®and ThroLOX'ore trademarks of 0MG,Inc.Copyright©2014 OMG,Inc. All,inkte ea,a,uad II C and Intmmntinnnl Pntank Pandinn intertek Code Compliance Research Report Total Quality.Assured. CC R R-o 1 fi 1 Issue Date: 11-15-2010 Revision Date:05-30-2018 Renewal Date: 04-15-2019 DIVISION: 5 00 00-METALS described in this report, including the Conditions of Use Section:OS 52 00—METAL RAILINGS stated in Section 6. REPORT HOLDER: 3.0 DESCRIPTION Maine Ornamental LLC 933 U.S.Route 202 3.1 Guards are provided as level guards for level walking Greene,ME 04236 areas such as decks, balconies and porches and sloped (207)946-2410 guards for open sides of stairways. www.ufoi.com 3.2 Level guards are provided with rail lengths up to 96" in REPORT SUBJECT: length(measured between the inside of support posts)and Deckorators®Aluminum Railing Systems an installed height of up to 46" measured from the top of the upper rail to the walking surface. See Table 1 for 1.0 SCOPE OF EVALUATION qualified lengths and configurations. 1.1 This Research Report addresses compliance with the 3.3 Stair guards are provided with rail lengths up to 94" following Codes: measured along the sloping length between the inside of 2015 and 2012 International Building Code®(IBC) supports and an installed height of up to 46" measured 2015 and 2012 International Residential Code®(IRC) vertically from the top of the upper rail to the leading edge of the stair tread or landing. See Table 1 for qualified NOTE: This report references 2015 Code sections with lengths and configurations. [2012)Code sections shown in brackets where they differ. 3.4 Deckorators® uardrai! g systems are an assemblage of 1.2 Deckorators® Aluminum Railing Systems) have been an aluminum upper and lower rail, aluminum or glass evaluated for the following properties(see Table 1): vertical balusters, plastic baluster to rail connectors and rail to post brackets, non-structural 4X4 plastic lined aluminum Structural Performance post sleeve, a supporting foot piece, art optional cap rail assembly,decorative moldings and post caps. 1.3 Deckorators® Aluminum Railing Systems have been evaluated for the following uses: 3.4.1 The top rail and bottom rails are identical and are extruded 6063-T5 or 6063-T6 aluminum components of Guards or guardrails under the definitions of the rectangular cross sectional shape. The upper rail may referenced codes. It is intended for use at or near the also be capped with an optional cap rail assembly. See open sides of elevated walking areas of buildings and Figures 1 through 5. walkways as required by the codes 3.4.2 The infill area may be configured in multiple ways 2.0 STATEMENT OF COMPLIANCE using the following aluminum or glass balusters: Classic—6063-T6 Aluminum Deckorators® Aluminum Railing Systems comply with the Colonial—6063-T6 Aluminum Codes listed in Section 1.1, for the properties stated in Estate--6063-T6 Aluminum Section 1.2 and uses stated in Section 1.3, when installed as Traditional—6063-T6 Aluminum Arc—6063-T52 or 6063-T6 Aluminum 545 E.Algonquin Road •Arlington Heights•Illinois•60005 intertek.com/buildingACCREDITED tqftamokr.intertek PCA-001 SFT-CCRR-OP-40b uo, Code Compliance Research Report CCRR-0161 Page 2 of 24 Baroque—6061-T6511 or 6063-T6 Aluminum 5.4 Balusters are assembled to the rails using either plastic Frontier Scenic Glass--Fully Tempered Glass connectors and brackets shown in figures 20 through 28 Contour Scenic Glass—Fully Tempered Glass and 30, or fastened directly to the face of the rails with Scenic Glass—Fully Tempered Glass screws as indicated in Tables 1 and 2. Figure 1 indicates recognized attachment methods of each baluster type. See"Baluster Options"section of Figures 1 through 2 and Figures 11 through 19 for dimensional details. 5.5 A foot piece is installed between the lower rail and the deck surface midway between supports. See Figures 1, 2, 3.5 The system is available in various colors and finishes. 29 and 30. 4.0 PERFORMANCE CHARACTERISTICS 6.0 CONDITIONS OF USE 4.1 The guardrail system described in this report has 6.1 Installation must comply with this Research Report, demonstrated the capacity to resist the design loadings the manufacturer's published installation instructions, and specified in Chapter 16 of the IBC and Section R301 of the the applicable Code. In the event of a conflict, this report IRC when tested in accordance with ICC-ES AC273. governs. 5.0 INSTALLATION 6.2 Conventional wood supports including support posts for guards are not within the scope of this report and are 5.1 Deckorators® Aluminum Railing Systems must be subject to evaluation and approval by the building official. installed in accordance with the manufacturer's published Supports must satisfy the design load requirements installation instructions, the applicable Code, and this specified in Chapter 16 of the IBC and must provide Research Report. A copy of the manufacturer's instructions suitable material for anchorage of the rail brackets(See 5.2 must be available on the jobsite during installation. under "Installation"). Where required by the building official, engineering calculations, and/or accredited third 5.2 Guards may be assembled in various configurations party structural testing, prepared by a licensed design identified in Figures 1 and 2. Refer to Table 2 for the professional shall be provided. fastening schedule of all system components. 6.3 Only stainless steel fasteners identified in this report 5.3 Top and bottom rails are attached directly to are approved for use in preservative or fire-treated wood conventional wood posts, or other suitable wood support regulated by the referenced building codes. The structure, with Nylon/Glass Fiber mounting brackets. The compatibility of fasteners and other metallic components, wood supports, including wood posts, are outside the not identified herein, with the supporting structure, scope of this report.See Figures 1,2,7 and 8. including chemically treated wood, is not within the scope of this report. 5.3.1 Rails may be installed at angles of 22.5° and 45° to the post face using special angle adapters. See 6.4 Glass used as balusters of guards,regardless of area or Figures 3,9,31 and 32. height above a walking surface, meets the definition of a hazardous location as defined by Section 2406.4 of the IBC 5.3.2 Conventional 4X4 wood posts may be covered and must be identified by permanent etching as required with the Deckorators extruded aluminum post sleeve by Section 2406.3 of the IBC. Each glass baluster must bear which is lined with a 0.045"plastic coating.See Figure 6. the manufacturer's name and/or mark, type of glass (tempered), thickness (5/16"), Size classification (U), drop 5.3.3 The wood in the supporting structure including height class (A) and the applicable test standard (ANSI support posts shall have a specific gravity of 0.50 or Z97.1-2014(09)). greater (Southern Yellow Pine or better) and a minimum thickness to allow full penetration of the bracket mounting screws. ID 545 E.Algonquin Road •Arlington Heights•Illinois•60005 intertek.com/building ICIr Intertek PCA-1 01 . -- - -- GFT-CCRR-OP-40b Code Compliance Research Report CCRR-0161 Page 3 of 24 6.5 Guards utilizing glass balusters are not approved for 8.0 IDENTIFICATION use in wind-borne debris regions as defined by the IBC in accordance with Section 2407.1.4. The Deckorators• Aluminum Railing Systems are identified 6.6 Qeckorators® Aluminum Railing Systems are with the manufacturer's name (Maine Ornamental LLC), manufactured under a quality control program with address and telephone number, the product name inspections by Intertek Testing Services NA, Inc. (Deckorators®Aluminum Railing Systems), when applicable, (see Table 1), the following statement: "For Use in One-and 7.0 SUPPORTING EVIDENCE Two-Family Dwellings Only.", the Intertek Mark as shown below, and the Code Compliance Research Report number 7.1 Drawings and installation instructions submitted by the (CCRR-0161). manufacturer. CODE COMPLIANCE 7.2 Reports of testing and engineering analysis demonstrating compliance with the performance requirements of ICC-ES Acceptance Criteria for Handrails US and Guards, AC273, revised March 2016 with additional Intertek testing employing increased test loads for compliance with CCRR-0161 IBC Section 2407 for the systems that utilize glass balusters. 9.0 OTHER CODES 7.3 The reports of testing and engineering analysis demonstrating compliance with the performance This section is not applicable. requirements of ANSI Z97.1-2014(09), American National Standard for Safety Glazing Materials Used in Buildings, as 10.0 CODE COMPLIANCE RESEARCH REPORT USE required by Section 2406 of the IBC and Section R308 of the IRC. 10.1 Approval of building g products and/or materials can only be granted by a building official having legal authority 7.4 Documentation of an Intertek approved quality control in the specific jurisdiction where approval is sought. system for the manufacturing of products recognized in this report. 10.2 Code Compliance Research Reports shall not be used in any manner that implies an endorsement of the product by Intertek. 10.3 Reference to the https://bpdirectory.intertek.com is recommended to ascertain the current version and status of this report. This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only In its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. 11) 545 E.Algonquin Road •Arlington Heights•Illinois•60005 intertek.com/building ""st01t° Mt....Mn Intertek PCA-101 SFT-CCRR-OP-40b Code Compliance Research Report CCRR-0161 Page 4 of 24 TABLE 1-DECKORATORS®RAILING SYSTEMS BUILDING CODE RECOGNITION De ckonators®Aluminum Guardrail Baluster Style Code Railing Systems 14 Type Baluster Connector Recognition 32"Classic Aluminum Classic Baluster Connector PN PN 104,3 107.1,107.2&129.1,107.3 Stair 32"Frontier Scenic Glass PN Nylon Baluster Connectors PN 116.1 125.1&126.1 72"by 42" Level o& 32"Contour Scenic Glass PN Nylon Baluster Connectors PN IBC-All Use 96"by 42" Stair 124.1 127.1&128.1 Groups 32"Estate Aluminum Estate Baluster Connectors PN & PN 114:3 108.1&130.1 IRC 40"Baroque Aluminum Face Mounted to Rails One-and Two- PN 110.3 Family Dwellings 72"by 46" Level(2436"-Classic Aluminum Classic Baluster Connector PN 96"by 46" Stair PN 104.4 107.1,107.2&129.1,107.3 Stair 26"Scenic Glass Nylon Baluster Connectors PN PN 123.1 125.1&PN 126.1 Stair 32"Contour Scenic Glass PN 124.1 32"Frontier Scenic glass PN 116.1 32"Traditional Aluminum PN Face Mounted to Rails -11( 111.2 IRC(only) 72"by 36" • Level'& 32.25"Arc Aluminum One-and Two- 96"by 36" Stair PN 112.2 Family Dwellings 32.25"Baroque Aluminum iii PN 110.2 26"Colonial Aluminum PN Classic Baluster Connector PN 113.1 107.2 or 107.1&107.3 or 129.1 26"—Classic Aluminum PN 104.2 Stair / 26"Estate Aluminum=�ti Estate Baluster Connector PN PN 114.2 108.&PN 130.1 Stair r _ 1 Guardrails are qualified up to and Including the listed maximum guardrail system dimensions for use in the referenced Code Occupancy Classification. 2All level systems included in Table 1 may use the 22.5'and 450 angle adapter under both IRC and IBC recognition. 3 The use of this product shall be limited to exterior or interior use as a guard system for balconies and porches for one-and two-family dwellings of Type V-B(IBC)construction and dwellings constructed in accordance with the IRC. 545 E.Algonquin Road•Arlington Heights• Illinois•600056 intertek.com/buildingria ' D lntertek PCA-101 - --� ccr_rrnQ_na_enh Code Compliance Research Report CCRR-0161 Page 5 of 24 TABLE 2-DECKORATORSQO RAILING SYSTEM FASTENING SCHEDULE(LEVEL/STAIR) Connection Fastener(3) Level Rail Bracket to Post(1) Two#8 x 2"long screws Level Rail Bracket to Rail(2) Three#8 x 1"long screws Stair Rail Bracket to Post(1) Two#8 x 2"long screws Stair Rail Bracket to Rail(2) Four#8 x 1"long screws 22.5'and 45'Angle Rail Bracket Adaptor to Post clt Two#8 x 2-1/2"long screws Stair Rail Bracket to 45'Angle Rail Two#10 x 0.70"long screws(4)with two 0.374"diameter by 0.492"long brass inserts Bracket Adaptor and 0.369"diameter by 0.031"thick brass external retaining rings Support Block Connector One#8 x 1.5"long screw In-Fill Fastener(3) Classic&Colonial Aluminum Baluster connector to rail(1) One(per connector)#8 x 1.5"long screw Glass Baluster Connector to Rail(1) Two(per connector)#8 x 1.5"long screws (Scenic, Frontier,and Contour) Glass Baluster Stair Connector to One(per baluster end)#8 x 1.5"long screws and one(per end)#8 x 4"long screw Rail(Scenic,Frontier,and Contour) Frontier Glass Baluster Directly to Two(per baluster end)#8 x 1.5"long screws installed through pvc grommet supplied Face of Rail(1) with glass. Contour Glass Baluster Directly to Two(per baluster end)#8 x 1.5"long screws installed through pvc grommet supplied Face of Rail(1) with glass. Traditional Baluster directly to Face Two(per baluster end)#10x 1.5"long with Y:"non-threaded shank screws of Rail Baroque Aluminum Baluster Directly to face of rail Two(per baluster end)#8 x 1.5"long screws Arc Aluminum Baluster Directlyto Face Two(per baluster end)#8 x 1.5"long screws of Rail Estate Aluminum Baluster Two Plastic Estate Baluster Connectors(PN 108.1) with#8 x 1.5"long screws 1 Holes must be pre-drilled with 1/8"diameter drill 2 Holes must be pre-drilled with 9/64"diameter drill 3AII Screws are stainless steel Flathead screws with square head drive,unless noted otherwise. °Stainless steel Phillips flathead screws 4P.) 545 E.Algonquin Road •Arlington Heights• Illinois•60005 intertek.com/building Ormem Intertek PCA-101 c1 r rroo_no_enk . , ? , 00 Code Compliance Research Report CCRR-0161 Page 6 of 24 ITNO.M PART escription QTY. I :. ::._--- 79.46 NO. NUMBER :..-4.25 36"/42"Asst' 4.00-•'�-1 /� 36.00 2 I 1---- 1 109.) Horizontal Bracket 4 I C/ 26.00- 7I "2x4"Aluminum irittil 2 101.4 .08"thick 2 Classic 3 104.2110421 Baluster 15 Baluster 40.25 4 107.2 Connector 30 aesigner Baluster 5 107.1 Connector 2 I . Classic Baluster 6 105.2 Foot Piece 1 - 7 115.2/115.4 4'k4Post Stee"Aluminumve 2 3 Baluster Options 36"System Classic Baluster 0End spacing is Baluster Connector (shown)spaced 4.5'a/c. 3.00 5 3.865 (TYP 2X)- Name Part No.I Part No. !lIII Structural 4x4 Post Baroque 110.2 1)Mech. Traditional 111.2 I)Mech. 36"Deckorators Railing System Classic 104.2 107.1 or107.2 Arc 112.2 1)Mech. Colonial 113.1 107.1 or107.2� Estate 114.2 108.10 79.46 • Frontier 116.1 71Mech. 4.25 2 4.00- --f Glass -42.00 32.00 Contour 124.1 1)Mech. Glass iiiill Scenic 123.1 125.1 0 Glass Baluster Options 42'System BalusterConnector 46.25 Name Par#No. Part No. Baroque 110.3 1jMech. Classic 104.3 107.1or107.2 Estate 114.3 108.1 Frontier 116.1 125.1 Glass End is 1- Contour 124.1 127.1 Classic Baluster _ 0 '- milk 3.86,5 iTYP 2x) Glass (shown)spaced 4.5"o/c. 34 4 it Balusters are fastened directly to the exterior face 42"Deckorators Railing System of each rail using screws as indicated in Table 2. No plastic connectors are needed. FIGURE 1-DECKORATORS 72"LONG RAILING SYSTEM ASSEMBLY ID 545 E.Algonquin Road•Arlington Heights•Illinois•60005 intertek.com/building CI tr.ka.ern IntertePCA-101 tc . --.,_ ccv_rrun_na_anh , , , 101 Code Compliance Research Report CCRR-0161 Page 7 of 24 104.46 4.25 4.00 --i^-1 0 36.00 26.00 40.25 0 6 i' (6)-ra Classic Baluster 0 0 End spacing is (shown) spaced 4.5'o/c. 3.00 2.855 (TYP 2X) 0 Structural 4x4 Post 11 EM PAR( DESCRIPTION QTY. Baluster Options NO. NUMBER Structural 4x4 Baluster Part Connector 1 4x4 yvppi PQst 2 Name No. Part No. 4x4' A uminum 2 115.2 Pot�st.Sleeve 2 Baroque 110.2 Face Mtd. Honzonta! 3 109.1 racket 4 Traditional 111.2 Face Mtd. "2X4 Aluminum Classic 104.2 107.1 or107.2 4 101.5 Hand Rail-.118" 2 thickArc 112.2 Face Mtd. 5 107.2 Connector for 42 Colonial 113.1 107.1 or107.2 Classic BQIUSle/ Estate 114.2 108.1 eckorator 12 Face mtd. 6 104.2 Classic Baluster 21 Glass 1 16.1 with 132.1 Connector or Face m . 7 107.1 2 Glass 124.1 El assic Baluster with 132.1 8 105.2 assic aluster 1 Glass 123.1 125.1 Font Piece • 36"Deckorators Railing System r c. FIGURE 1(CONTINUED)-DECKORATORS 96"LONG RAILING SYSTEM ASSEMBLY IDras 545 E.Algonquin Road•Arlington Heights•Illinois•60005 ,,.. intertek.com/building AMM° t lntertek PCA-901 • ---- SFT-rrRR_OP-406 1 . , , , Code Compliance Research Report CCRR-0161 Page 8 of 24 104.46 i4.25 4.00 H . - > 0 - 36.00 26.00 } 40.25 (2 I j } 6 Classic Baluster f7 End spacingis (shown) spaced 4.5'o/c. 3.00 2.855' (TYP 2X) 1 Structural 4x4 Post II EM PART NO. NUMBER DESCRIPTION QTY. Baluster Options Structural 4x4 Baluster Part Connector 1 4x4 Wood Post 2 Name No. Part No. 4"x4" Aluminum 2 115.2 PQsl-it orizontal Sleeve 2 Baroque 1 10.2 Face Mtd. 3 109.1 Bracket 4 "2X4" Aluminum Traditional 1 1 1 .2 Face Mtd. 4 101.5 Hand Rail - .118" 2 Classic 104.2 107.1 ort 07.2 thick Arc 1 12.2 Face Mtd. 5 107.2 Connector for 42 Colonial 113.1 107.1 ort 07.2 Classic Baluster Estate 1 14.2 108.1 6 104.2 Deckorator 26"Classic Baluster 21 Mass 1 16.1 Face mid. Connector for with 132,1 7 107.1 lassc Baluster with 132.1 Classic Baluster 2 Glass 124.1 Face rntd. 8 105.2 Foot Piece 1 • Glass 123.1 125.1 36"Deckorators Railing System FIGURE 1(CONTINUED)-DECKORATORS 96"LONG RAILING SYSTEM ASSEMBLY ..._,.._ :.,. ---.....-x„-_,.... -_-- ---- -----,7"---,:...:,<;.:-,..-..,:,,....,.._....... ,,..__•-:,y,.. --......,,....4.,„...-„,,,,,....- .k,,,,,._..._., .-,,,, .-<._. OD 545 E.Algonquin Road•Arlington Heights • Illinois •60005a. intertek.com/buildingcr ` m ,, Intertek PCA-101 -- - ---- SFT-CCRR-OP-40b „ . , ie Code Compliance Research Report CCRR-0161 Page 9 of 24 104.46 2 425 4 4.00 -- .-.-- e 0 42.00 32.00— 6 46.25 Classic Baluster 7 (shown) spaced 4.5” o/c. 1 3,00 End spacing is 0 2.855' (TYP 2X) Structural 4x4 Post ITEM PART DESCRIPTION QTY. Baluster Options NCS. NUMBER p 1 4x4 StrVuctural4x4 2 �� 4"x4`p/pfd�umQSm Baluster Part Connector 2 115.4 Post Sleeve 2 Name No. Part No. Horizontal 3 10g l Bracket 4 "2X4"Aluminum Baroque 110.3 Face Mtd. 4 101.5 Hand Rail - .118" 2 Classic 104.3 107.1 or107.2 thick Estate 114.3 108.1 5 107.2 Connector for 42 Classic B9Ius Qr Glass 116.1 125.1 eckora or 2 6 i 04,3 assic Baluster 21 Glass 124.1 127.1 7 107.1 onnector for 2 - Jassic Baluster 8 105.2 lassic Baluster 1 Foot Piece 42"Deckorators Railing System FIGURE 1(CONTINUED)-DECKORATORS 96"LONG RAILING SYSTEM ASSEMBLY OD 545 E.Algonquin Road •Arlington Heights • Illinois• 60005 Las intertek.com/buildingACCRI°" 40 rt Intertek PCA-101 CET rroo_no_enh . I 1 et i Code Compliance Research Report CCRR-0161 Page 10 of 24 ITEM 411) NO DESCRIPTION ± i 70"max l Structural 44 Wood Post :. ± 2 4"x4"Aluminum ' i Post Sleeve l� ± "2x4"Aluminum r ; 3 Rall-.OS' thick CO i ! `! 4 Stair Bracket l + ± iI 5 Stair Connector 55.00° b Colonial BalusterCI 0 / Classic Baluster 7 Foot Piece Connector for ° . 8 `l Classic Baluster 9 Designer Stair Adaptor Typical Aluminum Glass Stair Baluster System 10 Adaptor Glass Baluster 11 hp Connector i` 12 Glass ` 0 TO"max Baluster r 1111- .11 0 55.00° 0 .11111A1- j Typical Glass , Baluster System FIGURE 2-DECKORATORS 72"LONG RAILING SYSTEM STAIR ASSEMBLY 545 E.Algonquin Road •Arlington Heights • Illinois •60005 pis ACCREDITED intertek.com/building r,k. I .Wb Intertek PCA-101 -- - • ---- GFT-eCRR-CSP-401) 1 1 01 Code Compliance Research Report CCRR-0161. Page 11 of 24 -- 85.09 *.- -- ! L 1.16 11) 40.25 • '� -�-� �-- 4.00 7 ' ' .4411.4441SNI, 2.17600071 0 55. C8 6 Baluster Spacing is9" 0/C. - _______O 4111 - 2.98 ITEM NO. PART NUMBER DESCRIPTION QTY. 1 4x4 Structural 4x4 Wood 2 Pott 2 115.2 4"x4"Aluminum Post 2 Sleeve "2X4"Aluminum Hand 3 101.5 Rail - .118" thick 2 4 118.1 Stair Bracket 4 5 104.2 Deckorator 26" 20 Classy--; Baluster 6 107.1 Connector for Classic 42 Baluste 7 129.1 Designer Stair 42 Adaptor 8 105 2 Classic Baluster I-oot 1 Piece FIGURE 2(CONTINUED)-DECKORATORS 96"LONG RAILING SYSTEM STAIR ASSEMBLY 545 E.Algonquin Road •Arlington Heights• Illinois •60005 intertek.com[building 1,45 "M°"E° Intertek PCA-101 .. .,__--_a---,...-. SFT-CCRR-OP.4Ob Code Compliance Research Report CCRR-0161 Page 12 of 24 M ci R.13 l J i6 .75 Th od CV q 1 • 1.00 .16 Si{ --- _._..__..__...----'-- - 3.50 I ai .08 H 1I 8 • t,00 I I n N .75 .08 I 1 T50 72"-Long Rail PN 101.4(Upper/Lower) 96"-Long Rail PN 101.5(Upper/Lower) FIGURE 3-RAIL SECTIONS ID 545 E.Algonquin Road •Arlington Heights• Illinois•60005 .. intertek.com/building has Intertek RCA401 Version:21 December 2017 SFT-CCRR-OP-40b r r , r Code Compliance Research Report CCRR-0161 Page 13 of 24 Past Cap Top anew Post stogy -® Gap Rall 1 Wart Rail 1 4....7{ t -�. r l►l,- i 0 II II ElBuster Baluster Support 1 ScrewsBlock inlinePore's/Deck Bracket(4) Side oo . 4x4 Post FIGURE 4-GENERAL ASSEMBLY WITH OPTIONAL CAP RAIL 3.25" > 1.50 ITEM NO.PART NUMBER Description QTY.1 V —1, 1 122.1 insert Roil I 2 121.1 Cop Rcill- ---1.- 0 -.-1.--0 FIGURE 5-OPTIONAL CAP RAIL ASSEMBLY 0.11) 545 E.Algonquin Road•Arlington Heights•Illinois•60005 has intertek.com/buildingholal ACCRUVID Intertek PCA-1111 SFT-CCRR-OP-40b 1 I , 1 „e , Code Compliance Research Report CCRR-0161 Page 14 of 24 Structural 4x4 Aluminum Sleeve 4.00 r ,.., .,,,o,..„ ,,,...,„ 4.00 R.06 /// 44.25"PN 115.2 N__ Typ I 62.00"PN 115.3 plastic lined 4.00 1 l ) ) 08(TYP) I \\_.R.13 Conventional wood support is not within the scope of this report t FIGURE 6-4X4 POST SLEEVE PNS 115.2/115.3/115.4 2.350 �--1.562- l 1 `� I v 1.000 1.356 -.11.--© 0 2.600 2.644 3.900r il , e 0 I . 117-i O k------„. I , r+- 0.250 I—0.920 ---I FRONT LEFT SIDE RIGHT SIDE FIGURE 7-NYLON GLASS FIBER DROP IN BRACKET--LEVEL,PN 109.1 545 E.Algonquin Road •Arlington Heights• Illinois•60005 � intertek.com/buildingMIS, Intertek PCA-101 SFT-CCRR-OP-40b . r I i Code Compliance Research Report CCRR-0161 Page 15 of 24 2.382 1.518 ---- 0.8661- 0.236 0.315 -- t N . 0.748 0.908 1.181 0 0 0- 0 1.575 3.937 (6) 0C 1.181 • 0 .906 7- -N 0.78 0 l FRONT LEFT SIDE RIGHT SIDE FIGURE 8-NYLON GLASS FIBER DROP IN BRACKET-STAIR,PN 118.1 ,07 r'. als , ,-..._ 2.66,7:c .55 1.25 25 0 � �� 0.48 2.37 - 2.46 I Z 31 1 -1-- t+ . -.-.18 3.91 19 $j --. -.23 _ —: FIGURE 9-22.5°ANGLE WEDGE KIT PN 119.1(USED WITH FIGURE 10-SNAP CAP PN 132.1-(FOR FACE MOUNTING OF STAIR RAIL BRACKET PN 118.1 GLASS BALUSTERS PNS 116.1/124.1) ID °1 545 E.Algonquin Road •Arlington Heights• Illinois•60005 intertek.com/building "CR EEIRED aw...w° Intertek PCA-101 .. _. _ .-__ SFT-CCRR-OP-40b 4 i -/ 1 1 Code Compliance Research Report CCRR-0161 Page 16 of 24 0.205THRU V 0.375X90` r-1.00—1 i t l .50 .i' I—.05 32.00— -�.._._. �:/ d 50 M 2.75 fay 75 I 1 FIGURE 11-TRADITIONAL BALUSTER PN 111.2 1SII 0197 1 1 I 32.25 PN 1102 I IO.OD PN 110.3 n25Pk 110.4 .npttl .5 X46. i,� 2 :� XPi 1 rt II 10.so FIGURE 12-BAROQUE BALUSTER PN a110.2,110.3,110.4,110.5 (ii) 545 E.Algonquin Road •Arlington Heights •Illinois •60005 intertek.com/building In intertek PCA-101 ..___..-L-_,,,4-7 SFT-CCRR-OP-40b 0 . 1 0 Code Compliance Research Report CCRR-0161 Page 17 of 24 26"PN .2 �32'PN 104104 3 26"PN 104.6 29"PN 104.7 36'PN 1044 32"PM 104.8 36"PN 104.9 p 0.75 FIGURE 13-CLASSIC BALUSTER AND SPLINED CLASSIC BALUSTER PNS 104.2/104.3/104.4/104.6/104.7/104.8/104.9 0.75 0.65 0 Top View 1 8.87 `--a 150 2.14 26.00 } .98 I t 2.14 1.50 FIGURE 14-COLONIAL BALUSTER PN 113.1 545 E.Algonquin Road •Arlington Heights•Illinois•60005 intertek.com/building 121 " ft6 M4sw4 v intertek PCA-101 . ^" ^ --^^.s ScT_CrRR_np_A(Ih , Code Compliance Research Report CCRR-0161 Page 18 of 24 4`! 0 .22 THRU ALL \/ 0 .39 X 90° 32.25 - 1.00 [EE11I IL11111111:11 .75 1 1.00 2.75 R30,69 _ _ _ _ ___ j--.197 —01 4.42 I..- --1"1 4.42 1—k-- FIGURE 15-ARC BALUSTER PN 112.2 1 -9115—el 0 26"PN 114.2 32"PN 114.3 29"PN 114.5 0.751I FIGURE 16-ESTATE BALUSTER 545 E.Algonquin Road •Arlington Heights• Illinois•60005 intertek.com/building Cil ' " ° ter..Nb Intertek PCA-109 SFT-CCRR-OP-40b , i ei Code Compliance Research Report CCRR-0161 Page 19 of 24 4.00 1.64 17.-- . .3I-"7�.'_' I 1 1.47 1.-- 1 1 1313 ..R. 0.31 !� 1 � L. I _. I.g\ ( 1 ss. 0.31(typ)-‘ 11'' R30.f%3 _ rr`i.j.,•'.\*� 3200 ..__ -_ - { V1 R2.00X84.94 lr 1 32.00 „�- Rd.94 s ` R2.00 ry R .00 :i :;:: ,,-r4 l :t \ ,- :14 lt-T Loo I 1 1 I.00-1 4.20 Note:baluster is supplied with a PVC grommet installed in each hole for the face mounting of the baluster to the rails - FIGURE 17-FRONTIER SCENIC GLASS BALUSTER PN 116.1 FIGURE 18-CONTOUR SCENIC GLASS BALUSTER PN 124.1 -*--1 4.00 - ---.31 ... f -i01.0s { �+ 0.91 (1 \ I I --$.17 .15-11h .- I-.13 r r ¢1.03 �, fiik76.46 #.. FIGURE 19-26"SCENIC GLASS BALUSTER PN 123.1 FIGURE 20-DESIGNER STAIR ADAPTER PN 129.1 USED WITH DESIGNER BALUSTER CONNECTOR PN 107.1 AND CLASSIC BALUSTERS 104.2,104.3,1040.4 AND COLONIAL BALUSTER 113.1) OD 545 E.Algonquin Road •Arlington Heights• Illinois•600050 intertek.com/building Intertek PCA 101 CPT_fcRR_OP-flrlh le Code Compliance Research Report CCRR-0161 Page 20 of 24 --0.75 ! 075 I 0.62 1 0.62 -' 4+.37 —0.37 ,4 0.17 Ali 0.1711111 - �r 7I ), _. 1 .7, As—I —sa .02_1 550CP I FIGURE 21-22.5'ANGLE WEDGE KIT PN 11.9.1(USED WITH FIGURE 22-HINGE SNAP CAP PN 132.1(FOR FACE STAIR RAIL BRACKET PN 118.1) MOUNTING OF GLASS BALUSTERS PNS 116.1/124.1) 0.180 THRU All >—•t6 N/ 0.375 X 90° 1.330--.- i ►J 0.375 V .400 0.17- .620 LIiii .16"•-1 -: ] 1.34 1.330!!!! L �.. _ 1.34---3 .790 ` 10 .06 ' SAQ' -t -+--1.090 (-�4... �. H .620 1 736 45.00° .520 .272 .16— --y "} 46 1 1 _j1.--- 1.330---01 .152 .16 FIGURE 23-ESTATE BALUSTER CONNECTOR PN 108.1(FOR FIGURE 24-ESTATE BALUSTER STAIR ADAPTOR PN ESTATE BALUSTER PNS 114.2,114.3) 130.1(FOR ESTATE BALUSTER PNS 114.2,114.3) (ii) 545 E.Algonquin Road•Arlington Heights•Illinois•60005 intertek.com/bui{ding `id 5MCKIr Intertek PCA-101 SFT-CCRR-OP-40b • Code Compliance Research Report CCRR-0161 Page 21 of 24 .31 0.15 THRU / \/R.18 X 82° 441. 80 4.50 1.40 140 .3Q - 111- } P'.. 5.54 _ 1,_ ,34- 07 -•-� 1.30 FIGURE 25-FRONTIER GLASS BALUSTER CONNECTOR PN 125.1(USED WITH FRONTIER BALUSTER PN 116.1 AND SCENIC BALUSTER PN 123.1) a0 -.11 �. b7 1.33 1111 /11114.11 .�.. r TRUE 0.17 0.16 5.50 1.33 .32 .45 1-• 2.59 fi .14 3.84 a R.09 THRU -0.17 2.35•-,,.) 0.14THRU 111111111111111111f11111111111M. TRUE R.20 FIGURE 26-FRONTIER SCENIC GLASS BALUSTER STAIR ADAPTER PN 126.1(USED WITH FRONTIER BALUSTER PN 116.1,SCENIC BALUSTER PN 123.1.AND CONNECTOR PN 125.1) 545 E.Algonquin Road•Arlington Heights•Illinois•60005 has intertek.comlbuiiding ACCEONITI c. intertek PCA-101 v....;...,.- 91'117 SFT-CCRR-OP-40b . 1110 Code Compliance Research Report CCRR-0161 Page 22 of 24 .31 0.15 THRU 4111111t- _..3.00 --• .80 3.50 .31 1.40 1.40 , H .35 pi_.34 .07 4.50- 1.30 FIGURE 27-CONTOUR GLASS BALUSTER CONNECTOR PN 127.1 (USED WITH CONTOUR BALUSTER PN 124.1) 0.65 Ao AS l 1.33 fl 11111* Lt7 .27 � L-TRUE 0.17 0.16 I 41.75 � --4. 1 212-►{ .45-'l H- i .14� 43- 9.00 3.29 TRUE 0.17TRUE 0.17 7 }� 2.30--•-i 0.16 THRU Ili 0.195'.21 TRUE 0.40 FIGURE 28-CONTOUR SCENIC GLASS BALUSTER STAIR FIGURE 29-FOOT PIECE PN 105.2 ADAPTER PN 128.1(USED WITH CONTOUR BALUSTER PN 124.1 AND CONNECTOR PN 127.1) 545 E.Algonquin Road •Arlington Heights• Illinois •60005 intertek.com/building ids.66 ACCREONO Intertek PCA-109 -.- . SFT-CCRR-OP-40b i . r iie Code Compliance Research Report CCRR-0161 Page 23 of 24 Yr I"1 i .39 4 ',g-: ri fr"t, 4 o " -.1 .25. ► ♦4,* 1 ♦ t ♦ ►♦ ttiI .52 .73 j♦j♦♦♦♦♦♦♦j.�%*• 40.03° ` ' .27 4x4 wood post and ±♦w♦4♦�♦♦.♦��' /~♦�♦�♦1 k.♦.� 16 j I s9,minom post sleeve SECTION A-A 0.18 '.73 0t.33 22.6 dog �3.37Z.39 Pn le 119.1wedgeWl P1401.08 x.77 use bracket PN1 ss t 21 6 deg angle A1N A wedge 1�t PNS 18.1 �f.1 �1 _.. s.,.. , .„.....„„, ., , _.„. „ vs. ' „ ., .....„,,,,„ „ ,.„.. .„, , ,......,_....... Q`J.62 � r 0.18 FIGURE 30-SUPPORT BLOCK CONNECTOR AND DESIGNER FIGURE 31-DECKORATOR RAILING SYSTEM 22.5°ANGLED BALUSTER CONNECTOR PN 107.1(USED WITH FOOT PIECE PN RAIL ASSEMBLY 105.2) ID 545 E.Algonquin Road •Arlington Heights• Illinois• 60005 rds intertek.com/building , Intertek PCA-101 Code Compliance Research Report CCRR-0161 Page 24 of 24 2.793 - 1.450 -R- 988 i --.. 1.348 t .514 jI 11 1.178 tl [ • [ 3.981 I 3.933 8 Il8 3,933 89.29° E 489 l — !' +— 1.946---+- A A .988 y +—2.037 - � 1i �10r 743 -"�_ i �fJ.354 89.00 I .118 1.946 2.410 1.910 SECTION A-A I.444 �+- .059 .203 4,40>174 250 __...1 • �*- ���bi ,��i0 0.394 1.205 1-0- . .467 d 8.024 UNC RIO(0365"Db.) .492 .0391 ,ff R.063 .110 .047-� { /+.039 .032 A .047 .020 -- .039 �� iiJ/ moi I 8.063 0,369 Ail Mir 0�0 74 0.291 �� d1 MI 76 wino- ///A Pion vkaw of brass clip Ike, used with bass inset! A SECTION A-A Front hew of brass knell UNC BSO f0.16S'Db.) for 45 degree angle adopter FIGURE 32-45°ANGLED RAIL BRACKET ADAPTOR PNS 145.1/146.1/147.1 545 E.Algonquin Road •Arlington Heights• Illinois•60005 has intertek.com/buildingoccownraw rofsAwlav lntertek PCA4Ot tforeinn•71 no,-omf+r,r 9/797 1=1 it urrr�rw�rr .....__....... =. .. .. .1.-----__..........._.i ,.„., , ,,,, 1, 4 .,.. 1. --,_ =....=1, IN11111•11121M•1111•1111111. 1111•11111111111•111•11111..MMIIIIIIIIIMMIIIIIMIIIMM•011111•11•11111111111111111,11,111N .......•i II' '... Illr ih �� Ifl SIA I �:fff ' ,/ 41 ..; \I'`'' : Plan View iso(Front,Rigbl Top)View M IM 1 III] I 4ILL_____±.=IBTF VIIIA CS ,1471VIIIVILliiiii 1 I t r4 Front Elevation Right View Elevations Dave 13460 SW Genesis Loop 08/15119Refi �p 3 2 -=1' 503.209.9216 tir, lr��iiifff' l+ }'� I i . r , r ;Ni 1ill',. I 1. 1 :::::?:;:iiiiii 11111j>°°::41iiliti:111114 T71 Mir ~111F ,a ,.-- iiillp,,,,,.., , { ��'!.i9111.114.,, if i/i,.1+/1.+�:�r+,il.. j � I IIIIII rHp: 11 r3 fiii/i+i,::�. I�` r ., rr. ! 1f. if 11. /,./1 �- 1�,,• I/ 1.I . / rija r+Ai3+!!;I r+i; rrr !r 1 ri �,. r+ FEiff�fffiir ri.ff. ff: }i=ai. r �ijtt,��� � ..rflfr14 i ,f�,::14fi'fri:..'- �� +rr {.r ,/'VIII .�i 11:,11,. r.1,/1;,^,._ 14:11510L:', !{I ��L'. 0 � ill Ili /!' II"- • IIIW°°#-44 ''''' A .7/-- ' i/ V CONDITION B--INTERIOR MOUNTED 4X4 POST TO TX RIM WITH SIDE BLOCKING Far 1kM reodk"eor,u e rww 6-I/4 • nod eae.M TirdOt framers 1.lncra9 ihsr 61/r'screw 1'M fromrhe Top View i edieaffmpoamdTf+/-I/e1 11, -- from the too of�eMp6aod Lazo .a 2.instil dVAC wow rinfro 13460 SW Genesis Loop 08/15/19 ' ., the minter*ofthe Imo cod 2• Rel;Dave Lein a W-VeTEwm the bottom T Rol board ;Scale: 1'o fit Q; S.We 8'sumo rammed m bob 110 51 .209.9216 our ped Mo hp board it t (\ \\ as I . I 12' 101/4" Inst to beam ``T'.r-()2x beam \ *mentor 1 u�4, beam \ , II 11 .le PC i��Wo-f `\\\ii /V7 f -6, A V 4x4 min, .4 fil \ _," • f a;; �i2 �I-`'��© o II li II II II II II it ii U II If I II II i( ,' q 1' 3/4' BEAM BEAM POST POST LABEL LENGTH COUNT SPACING x- A 29' 5" 4 9' A,• ; C 1561. 101:+7 Post spacing is measured center-to-center. ,,,k1101-1 ii s Depth of concrete footers --- . l fid Beam Layout i Dave 13460 SW Genesis Loop 08/15/19 Ret Dave Lein gird Scale:3116"=1' 5033.209.9216 • 111111: First layer flashing behind Wilding well sheathing and ledger board,and over siding iMlenbomW"Wawa 0,0 -. (1S13z"max sheathing t Second layer"Z"flashing over gap .wMd fn ivon I. •.. :d"^�; �) Existing well � l and dawn race of ledger award ir 1, i" vim:wiz:r Flocking aver 111 IN watt. - ot.cit 1�e. 1'��lLg _ �'- dackjolsa Existing 2x + )� OTT-1./ � ram(bared) ;140 r a 1lila 2X ledger.earns size k )Js-Ll r,-S . _ a A. O �--i/ (4) 2X floor joie ►�,�1i as deck'Pig t r i►:.e.1 Joist hanger L13S26 (or equal)rosin. Existing wall framing it 'lag screws or or concrete wasgis'X4t12"Simpson SDS!WOWS �' 4' ., (shown dashed) i (aornd sqacuall)ed at spnT:predacingm"3"frotoe to bottom sp r 5' 8' 8'u' wiselPiriuitiwaiie.......wrr�w.,. i , (/, >D a, f J ,,/ \ w // }> 7 � 6xS Post b ' C wIlJi 00 oftX ' ' t � _ Sloped hanger Stair guardrail required , . .--. far stairs with a total rise '9441''"I a !: equalor each sidor e roved of War mare.See typical - ,,..,. squat each aide forguardrail details64 . Sri-f>r iortnoreltabormstion ��/// + 1,4� �' Band board oar , "`i outside joist / -.,--_ Stair guartrail� _. IIPPOIr- a ail X/L 4';� height 34'min. measwed from l nosing of iteod Triangular opening shall tial permit the passage of a ti"dia.sptgare I Plan DView 13x460 SW Genesis Loap e 08115/19 Ref Limb rea -j�gTMt .209.9216 • ... I �����,, Air, IIII -= , IIII , ,-4, 11.v41<-.::: . -�.. �� I �. ' �-IIII �.. ,/ II VIII -- ,. / VIII ,,., III �- .- _ I �, ~ . ........ ._ �-_ Illii„„ �,:.404.� ,--‘,1„Iti.-11/ • --4- _.„--...'-• -4.- -4- irr---------Ii1111111::!!!I "r"-----111111,-----.. _. V?7 11,1Iiiii ,6,.-...C4..., /lam . • . Bottom'View Dave 13460 SW Genesis Loop 08/15/19 ReE Dave Lein r Scale:To fit 54209.9216 t N 11.6' 11'6" 11'6' 11'6• 9 11'6" 11'6' 11'6' 11'6" ■ 11'6' r 11'6* 11'6' •' 19.1 <. S•43 19'6` 19'6" 19'6" 19'6" 28'4' / 43'4" 26'4" 28.4' -r 28'4" 28'4" 28'4' 28'4" 26'4' 28'4' 29'3' E /-r1-3 `�^ �%� a J� �,: r:' f i rt h �„� jj. Plank Layout Dave 13460 SW Genesis Loop 019 Ref Dave Lein fi�, -Scale:U4°=1' 50'3.2O9.9216 First layer flashing behind building Exterior wall sheathing Ill i and ledger board, and over siding (15/32"max sheathing) Second layer"Z"flashing over top Post to beam f ,N--(2)2X beam Existing wall—...___..;._ _ and down face of ledger board connector of t`'Xbeam ►_..-at Decking over Iii Existing 2X r deck joist PC/'}1 jtko'-1'1. rim(band)IN L j i. 2X ledger,same size ii2X floor joist. as as deck joist 4X4 min. jj Joist hanger LUS26 (or equal)min. Existing wall framing 1/2"lag screws or or concrete wall I 1/4"X41/2"Simpson SDS screws (shown dashed) I (or equal)staggered from top to bottom and spaced at spacing"S" Waiiitrarr2:;+ti6saii Sloped hanger1 Ezza PIA!WAWA/Min � ' , �r i or LS50 or approved t �L l� Stair guardrail required equal each side Gli�i "art + IKIVil,r. 5 i'1` for stairs with a total rise of 30"or more.See typical :Lill I,�./.0:411% guardrail details ,I Band board or for more information ! outside joist ���*w-�- ' � 40 r�.i►w.�r.l Stair guardrail.....,..,,.-/"`� � height 34"min. measured from nosing of tread ' Triangular opening shall not permit the passage of a 6"dia.sphere Mechanical fasteners may be - !Waited In lieu of too.naif(3)8d tae ''.`1,,1 :— Walled � :.--,-;.V fi2Jofsts 4 )Ic:, Fan i 0 �, Roamid, I ri ,,, . c)i r: OPENING SMALL NOT ALLOW PASSAGE OF A 4" DIAMETER SPHERE- . .. - L ' ' 3.56" ,TWO SUPPORTS REQUIRED 0 1 1 (TYP.) FASTENMASTER TECHNICAL BULLETIN DECK RAIL POST TO RIM BOARD CONNECTION DETAILS According to the current International Residential Code for One and Two-Family Dwellings,Table 8301.5 guardrails and handrails must be designed to withstand a single concentrated load of 200 pounds in any direction. A critical part of this connection is making a strong connection between the guardrail post and the rim board of the deck. In most cases, a 1/2" through-bolt or carriage bolt is used to make this connection. When installed as instructed in this bulletin, the ThruLOK System can replace 1/2" bolts, meeting the 200 pound design load for this part of the connection. APPLICATIONS y Fa dc,tMasten ThruLOK Screw Dolt Fastening System • • DECK POST TO SINGLE RIM JOIST DECK POST TO DOUBLE RIM OR SINGLE RIM WITH BLOCKING INSTALLATION INSTRUCTIONS 1. Choose the correct length (6-1/4"or 8") and fastening 6. Return to driving the screw in the pattern for each post to rim application based on the remaining 1/4"to 1/8"until the illustrated conditions. washer and nut are firmly drawn 2.Mark the surface of the wood with the correct pattern. together. �Mlrrttne 3.If a flush mounted head is required,use a 1-1/4"spade bit 7-Make sure that the point of the r O ~ to create a 1/4"deep recess in the rim or post. ThruLOK fastener has passed the "MIN LINE" printed on the nut. —4. Remove Remove the pre-assembled ThruLOK nut from the screw and T' using a 1/2" drill on low speed/high torque setting,install 8. Repeat until all of the fasteners are the ThruLOK screw and washer into the outside face of the installed correctly according to the application until the screw is 1/4"to 1/8"from being flush. specifications contained in this bulletin. 5.Thread the ThruLOK nut onto the exposed threaded end of the fastener. Firmly twist on the nut by hand until snug. Effective July 1, 2014. Please reference our website to ensure that you ore using the most up to date version. e FastenMaster. FASTER EASIER STRONGER 153 BOWLES ROAD,AGAWAM,MA 01001 413.789.0252 800.518.3569 WWW.FASTENMASTER.COM FASTENMASTER TECHNICAL BULLETIN CONDITION 1 — EXTERIOR MOUNTED 4X4 POST TO 2X RIM For this condition, use the 6-1/4" ThruLOK fastener 1. Install first screw 1" in from the edge of 3 the post and 2" (+/ 1/4") from the 0 '---"Ttop of the rim board ® © 2.Install second screw 1"in from the other t edge of the post and 3" (�/- 1/4") from the top of the rim board "`~---.., 3. Install third screw in the center of the _`"~--, post and 2" (+/- 1/4") from the bottom of the rim board CONDITION 2 — INTERIOR MOUNTED 4X4 POST TO 2X RIM For this condition, use the 6-1/4" ThruLOK fastener 1. Install first screw in the center of the post and 2" (+/- 1/4")from the top of 0 _. the rim board 0 I 2. Install second screw 1"in from the other i edge of the post and 3" (+/- 1/4") 0 � from the bottom of the rim board ©t 3.Install third screw 1"in from the edge 1 of the post and 2" (+/- 1/4") from the i bottom of the rim board CONDITION 3 — INTERIOR MOUNTED 4X4 CORNER POST TO 2X RIM For this condition, use the ii' 6-1/4" ThruLOK fastener . - jE 1.Install first screw 1"in from the edge of the post and 2" (+/ 1/4") from the top of the rim board it 0 2.Install second screw 1"in from the other © i edge of the post and 2" (+/-- 1/4") from the bottom of the rim board © ; 3. Install third screw centered on both the i post and the rim board FASTENMASTER TECHNICAL BULLETIN CONDITION 4 — EXTERIOR MOUNTED 4X4 POST TO DOUBLE 2X RIM For this condition, use the 8" ThruLOK fastener 1.Install first screw 1" in from the edge of ____- the post and 2" (+J- 1/4")from the - - top of the rim boards 0 2.Install second screw 1" in from the other V © x edge of the post and 3" (+/- 1/4") 0 • from the top of the rim boards 3.Install third screw in the center of the `--...,,,,, 0 post and 2" (+/ 1/4") from the bottom of the rim boards CONDITION 5 — INTERIOR MOUNTED 4X4 POST TO DOUBLE 2X RIM i For this condition, use the 8"ThruLOK fastener 1. Install first screw in the center of the post and 2" (+/- 1/4") from the top of - T _ _. _ the rim boards 0 I 2.Install second screw 1"in from the edge 1 ; . of the post and 3" (+/-1/4") from the '0 ' bottom of the rim boards + Q 0F3. Install third screw 1"in from the other f edge of the post and 2" (+/-1 1/4") E from the bottom of the rim boards CONDITION 6 — INTERIOR MOUNTED 4X4 CORNER POST TO DOUBLE 2X RIM For this condition, use the 8"ThruLOK fastener - - 1. Install first screw 1"in from the edge of _. the post and 2" (+/ 1/4") from the - - top of the rim boards 0 0 1 0 ; 2.Install second screw 1"in from the other edge of the post and 2" (+1- 1/4") . _;;:.:.: •::. from the bottom of the rim boards 0 1; .` ;''r 3.Install third screw centered on both the t -.1 post and the rim boards FASTENMASTER TECHNICAL BULLETIN CONDITION 7 — INTERIOR MOUNTED 4X4 POST TO 2X RIM WITH BLOCKING For this condition, use the 8" ThruEOK fastener 1.Install first screw in the center of the post and 2" (+J-1/4") from the top of _--- r"----- _ the rim board t 2. Install second screw 1"in from the edge of the post and 2" (+/-1/4")from the 0 0 bottom of the rim board �t ; - 3. Install third screw 1"in from the other edge of the post and 3" (+/- 1/4") r from the bottom of the rim board CONDITION 8 — INTERIOR MOUNTED 4X4 POST TO 2X RIM WITH SIDE BLOCKING VI,:::2 For this condition, use two, 6-1/4" l and one, 8" ThruLOIK fasteners 1. Install first 6-1/4"screw 1" in from the edge of the post and 2" (+/- 1/4") from the top of the rim board 4 � T' 2. Install second 6-1/4"screw 1"in from y , , the other edge of the post and 2" ' -'' (+/ 1/4") from the bottom of the t r ° , © ' rim board 3. Install 8"screw centered on both the post and the rim board GENERAL FASTENING GUIDELINES Design values used to create the fastening patterns in this As with other bolted connections using wet treated wood,the bulletin were derived from individual fastener testing under nut should be inspected and tightened if needed after initial ICC Acceptance Criteria AC233 and reported in ICC-ES Evaluation drying period. Report FSR 1078, The connection details in this bulletin are an acceptable means The connection details shown in this bulletin apply specifically of transferring the load from guard post to rim joist only. to 4x4 posts and 2x8, 2x10 or 2x12 rims and/or joists. Additional blocking or hardware may be required to transfer For different dimension lumber, wood species of lower density loads from the rim to deck joists. than Hem Fir (SYP and OF ore higher density and therefore Fastening patterns assume the following:All components are approved), or post heights greater than 37.5"off the top of used (screw, washer and nut), holes are not pre-drilled, and the joists, please contact FastenMaster to determine the proper posts are loaded in an outward direction from the deck. fastening solution. For questions regarding these or other connections,please contact ThruLOK is coated with mechanically applied zinc in Decor- FastenMaster Technical Support at ww . pp w fastenmasteccom or by dunce with ASTM B695, Class 55. This is compliant with the calling 800.518.3569. current International Residential Code®for use in ACO pressure treated wood. X FesteeMaster°and ThruLOK°ore trademarks of OMG,Inc.Copyright Q 2014 OMG,Inc. All rights reserved.U.S.end international Patents Pending. GENERAL NOTES SCOPE o m rn SINGLE LEVEL EXTERIOR DECKS ATTACHED TO 6 '-'o THE EXTERIOR WALL OF A ONE-OR TWO-FAMILY v DWELLING. - 5 v m fr APPLICABLE BUILDING CODE c..)C 2017 OREGON RESIDENTIAL SPECIALTY CODE Co 1 a a (ORSC). LIMITATIONS OF USE USE OF AND ANY MODIFICATIONS TO THESE 11111111111111 READY-BUILD PLANS IS SUBJECT TO REVIEW ` ! � 11111111 IAND APPROVAL BY THE BUILDING DEPARTMENT "'s-"--"'s ! jiTIT ..j' HAVANG JTRISDTCTION..-._ ,11111P UL MA E WIND SPEED:105 135MPH B. WIND EXPOSURE CATEGORY:B,C,OR 0 C. SEISMIC DESIGN CATEGORY:C,Di,OR 02 (.) D. GROUND SNOW LOAD:<40 PSF • • DECKS SUPPORTING LARGE CONCENTRATED g W ;0CI LOADS SUCH AS HOT TUBS ARE BEYOND THE C2 0 ,r SCOPE OF THIS DOCUMENT. 0O LU ,E1 / APPLICANT SH!I1s PZ5 >SQ MIT �_ mi.�/ r- I11.1,46j APPLICATION. 5- it N 1 ,,I I,'i , I ( 11 I 1--/ FOUNDATION O �"'� --%011------...i 1.1 ,I ''� Q 11, FOOTINGS SHALL BEAR ON NATIVE,INORGANIC, w 0 �','t .,,� �; UNDISTURBED SOIL BELOW EXISTING GRADE. �/ ''cE.l ' ' CONCRETE STRENGTH SHALL BE 3,000 PSI IN fi. MODERATE WEATHERING REGIONS AND 3,500 a PSI IN SEVERE WEATHERING REGIONS(SEE i DETAIL 1/S11)[R301.2 AND R402.2]. WOOD FRAMING ALL WOOD SHALL BE APPROVED NATURALLY i DURABLE OR PRESSURE-PRESERVATIVE- TREATED(R317.1). ALL WOOD IN CONTACT WITH THE GROUND,OR EMBEDDED IN CONCRETE EFFECTIVE SHALL BE APPROVED PRESSURE- MARCH,2018 lo. i PRESERVATIVE-TREATED WOOD SUITABLE FOR REVISIONS LEGEND: GROUND CONTACT USE(R317.1.2). ALL CUTS _ SHALL BE FIELD TREATED WITH COPPER NO. DATE ©-PROJECT SPECIFIC NAPHTHENATE(2%COPPER) R402.1.2]. DECK COMPONENT I i. 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.X1=2017 ORSC WITH PRESERVATIVE-TREATED LUMBER. { I SECTION REFERENCE COATING TYPES FOR FRAMING ANCHORS SHALL Genera!Notes APPROVED=ACCEPTABLE BE IN ACCORDANCE WITH MFRS TO THE BUILDING OFFICIAL RECOMMENDATIONS(SHALL BE PROVIDED WITH 1 General Notes (8202] SUBMITTAL)[8317.3]. S01 NTS soy 0 CO E C P Mm V m N X07 M C C7.p 1 >i 2 EXTERIOR WALL NOTE:THE FLOOR JOISTS SHALL BE RUNNING PERPENDICULAR TO THE GUARD OPENINGS BAND JOIST AS SHOWN. SHALL NOT ALLOW BH GUARD(DETAIL 1/S05) WHEN JOISTS ARE RUNNING PARALLEL,A THE PASSAGE OF A DESIGN AND DETAILING 4"DIAMETER OF THE LATERAL LOAD SPHERE 1R312.1.31 CONNECTION IN i Ca ACCORDANCE WITH r ■:��t - - �+�' •_,;..:� ..:..:..� ...L1 _.:,... -,._.:m--�-:...� _.,.r.-.:., W ACCEPTED ENGINEERING JO PRACTICE SHALL BE p DECKING(DETAIL 4/S05) C7 SUBMITTED FOR REVIEW. 7 O w 0 . » . . 1 -nom.- , -.. ,i� fA • _ i • p a a NOTE:BAND JOIST r- F LEDGER(DETAIL 3/SO4) D a O SHALL BE A MINIMUM 2x yirG ` mCe c\INOMINAL SOLID-SAWN ©JOIST >- Q OR A 1x9-1/2 ACTUAL ©BEAM(DETAIL 2/SO4) in LAMINATED VENEER W LUMBER(LVL)[R507.2.2) 0 LATERAL LOAD CONNECTIONtt MEMBER. OTHERWISE, (DETAIL 1/SO4) Ce A DESIGN AND f , Q. 1.-JDETAILING OF THE ©JOIST SPAN, � t LEDGER CONNECTION IN 1 ACCORDANCE WITH ©JOIST CANTILEVER(h/4 MAX) ACCEPTED ENGINEERING PRACTICE SHALL BE SUBMITTED FOR REVIEW. FINISH GRADE(FOUNDATION EFFECTIVE 0 POST MARCH,2018 CLEARANCES FROM SLOPES SHALL BE IN ACCORDANCE WITH7 REVISIONS — a SECTION R403.1.9) NO. DATE I - 1 — [ I - 1' 0 FOOTING(DETAIL 4/SO4) — I �= , Elevation I - 1 Side Elevation S02 NTS S02 cr) a -.. , Nss i .., i z o :1 i AN ,„, I cn 0 7" I i -13 (D 1 I 1/StNqs \ a 4116 13 (I) SI, 44-.1,‘FIrOsT54 NI ':=4,4-•W4'.-. ',,L,',....,P-Ut , --•-A4.c4,,•,'-„r,,.*.,w4tT!.,o*,',;0i.,'o,',:'.,'f,1,,44,,g,o,o0_,-.-R,,a`t:"7,,f.,-'h,:F1v.4-VL1--,,.1.y'0:-,4r,i-,,c,,.w,,,,,•M0i.:..,:0,,h-,,i:-7V:l',l,,W.,:.s,-„',o0E--4,,,1hlx,4,41-..,i4,i,.Ai.wM-4ft0v•4-ii,Afrti,s.iSa„,,o.,l1_,t.,mt4*St!1*.t,7git5i:,, '11, lf.‘7r hulk \= ”V,_ i---N----.— oE -.- w I ; I I I A d• (.. 11-117;I re: P0-4***V.4 ION 1 II ar,......... kataltai 1 %, -- • ., fit*Aiiiikf:t4 1 •ge 'ii pgion-am ._ ..c I 8 if,11111111 ...! ,- 2,•1410011Mis 7, ,,,,,' z: .;-,,gwiltafog Al c. 8 oxamir / ..„., 000tVIWWle. ill!' I/4 AriMIMMINNIFIr I MU ill=111111111111111111111111111111111I \ - 0-S•si q,,,v,4-42.igw,: OV•t.,,imt4w,w.43 , k... 0.01a0a.v.„wv„ If," ..:,... .-------- ...., • i — / •/1.--------"W"............... ...1A---- 1 • .,_ . . i Ei POST HEIGHT „it ' #11111111111r. ..... i ... i•Am •- 1 i- ... 1 Mir 0 • ii-z.. /W . h •••i .. z X g m READY-BUILD PLAN PROGRAM I I 'xi • ....< e2>mm Cn (D (7) (i) "X 0 BkOdifis2 Cod,,,,DivIsion a 1:1 PRESCRIPTIVE DECK , 1 Donor tivitalfgo far Orsollart - -1 503-3784133(main) m m 2017 ORSC bcd.inforeoregon.gov 1 `" .:" CORROSION-RESISTANT M i g y9 �i 8 e' FLASHING INSTALLED IN D DECK JOIST PER i, « 0 ';re � SHINGLE-FASHION FOR ,° f"''.� ,tmo DETAIL 1/S07,TYP c FE ERE DECK MEETS M WATER TIGHTNESS en.,.*,,,zs 61, oag� t t E1 di RIOR WALL : i �.a. $,,i APPROVED JOIST TO - I Zr-H-IA tiCkr . 03.4] .p� <�SQM�ONNECTOR m il � HOLD-DOWN a. � ,u" o I WITH MIN 750 LB. BEAM PLIES SHALL BE CAPACITY AT 4 FASTENED WITH(2) w� LOCATIONS,EVENLY ROWS OF 10D NAILS DISTRIBUTED ALONG e MIN AT 16"O.C.ALONG DECK AND ONE WITHIN 24" EACH EDGE[R507.6] ofiit‘t OF EACH END OF THE , . p, LEDGER. DEVICE SHALL ' ----= ` ©DECK BEAM PER 7' BE INSTALLED IN ��" � DETAIL 1/S09 _� ACCORDANCE WITH 1 =v MANUFACTURER'S a s . APPROVED BEAM TO V ...- �'� RECOMMENDATIONS k!.." 'IP POST CONNECTOR < ----- , 11, m R507.2.41.SEE DETAILCI [R507.7.1].SEE DETAIL ¢ W ' <" x 1 2/S06 FOR ALTERNATE t` z-- 3/506 FOR ALTERNATE 0 x � �ti _.14CONNECTION �` CONNECTION a W &rt; �'`„,,,,, . . B DECK JOIST PERa_ U Q DECK POST PER z _ I .su DETAIL 2/S07 DETAIL 2/S09 , cc .. O alk a. Lateral load connection 2 Joist to beam and beam to post connection o a. SO4 NTS SO4 NTS 3 Ce c9 co El DECK POST PER D U ©LATERAL LOAD �' DETAIL 2/S09 wCn o' W CONNECTION PER DETAIL APPROVED POST TO Atte-"--- 1/SO4 OR 2/S06 FOOTING CONNECTOR 7FLASHING BETWEEN DECK INSTALLED IN 0. AND EXTERIOR WALL PER ACCORDANCE WITH DETAIL 1/SO4 MFR'S INSTRUCTIONS 7 " ©DECK LEDGER FINISH [R507.8.1] '�'- L FASTENING PER DETAILS GRADE 1/S08 AND 2/508, STAGGERED AS SHOWN • EFFECTIVE MARCH,2018 MN APPROVED JOIST HANGER ■� I rJ REVISIONS z co X WITH DEPTH NOT LESS - -F=.. NO. DATE M cc cc THAN 60%OF JOIST DEPTH :' 0- w I Opp [R507.7AND R507.5.1] 'r zoo E LEDGER z �o z LU z FASTENER 'g 3 3 [-]DECK LEDGER(2x8 x z SPACING PER iv N cv MINIMUM)PER DETAIL f � �t`_ NOTE:SEE DETAIL DETAILI/S08 1/S12 EQUAL TO OR " =i.O 4/S06 FOR "'w n. GREATER THAN THE DECK ALTERNATE POST Details JOIST DEPTH , EC�FOOTING SIZE TO FOOTING PER 1/S10 CONNECTIONS 3 Ledger connection 4 Post to footing connection SO4 NTS SO4 NTS SO4 „:.,.., ---"",' • 2X6 OR 5/4 BOARD RAIL �c 6'-0”MAX POST SPACING •I CAP ATTACHED TOo6 =�' EACH POST WITH(3) 16D o :� �� NAILS OR#10X3"WOOD: •�':• , -o-.r sJ•,-,_- �, . ._ , , $ G ( SCREWS 3 00::::. • L� •�• s 2X2 BALUSTERS di o ca I ATTACHED AT TOP AND 3 FZ r 1 i a V ° , BOTTOM WITH 2 8Dg ni 91 r y ` n NAILS OR(1)#8x2-1/2" i.; ,_� 1 i ( ;MIN WOOD SCREW '' ;FASTENRIM JOISTTO .� • — .� i H • ' ENDOFEACH JOIST--�.—.—. `t.—. . . . . .. ¢ •WITH(3)10D NAILS OR 't' I � y� •#10x3"WOOD SCREWS / • o • •_ _ ' ':i4 4X4 GUARD POSTS 6 2"MIN- ... _., _L SEE DETAIL 2/S05 ,. Q W JOIST SIZE OPENINGS SHALL z ® GUARD POST ct O NOT ALLOW THE 2X4 TOP AND BOTTOM ATTACHMENT PER O X80= 1/4" PASSAGE OFA 4" ATTACHED TO EACH POST • DETAILS 1/S05&3/S05 rt w DIAMETER SPHERE WITH(2)8D NAILS OR(2) ' 2X12=5" fR312.1.3] #8X3"WOOD SCREWS • DECKING PER g DETAIL 4/S05 a I'_ 0 0 1 Deck guard 2 Deck guard o 11. S05 NTS S05 NTS m L o N o V RIM JOIST � W UNDERSIDE OF DECKING 4i, CI 1/S07CKING PER bETAEL �/ CI. HOLD-DOWN DEVICES FROM GUARD POSTS TO FASTEN DECKING TO EACH JOIST WITH(2)8D ALIGNED DECK JOIST THREADED NAILS OR(2) WITH MIN 1800 LB. ® #8 SCREWS jR5fl7.4] r Ime t Iii CAPACITY EACH, �� ty INSTALLED IN f, ACCORDANCE WITH EFFECTIVE MFR'S INSTRUCTIONS. ® MARCH,2018 �, c_ i, tc:, 'Y,. THE THROUGH BOLTS ' - AND WASHERS SHALL REVISIONS BE CENTERED ON THE NO. DATE GUARD POSTS AND ® 1/8"PARALLEL GAP SPACED AS SHOWN IN RECOMMENDED I I DETAIL 1/505. BETWEEN DECKING MEMBERS FOR DECK JOIST ® DRAINAGE AND TO REDUCE WARPING GUARD POST Details 3 Guard post to joist connection 4 Decking connection SO5 NTS S05 NTS S05 I 11 ' '�N a j. GUARD POST 4 *: FLOOR SHEATHING NAILING ' 1 � � ` �` AT 6"O.C.TO JOIST WITH 0 c �' ii , fz a ��° HOLD-DOWN DEVICES HOLD-DOWN m r 7 ,' do. . FROM GUARD POSTS TO F �' i, ' ,- :a,,, a i ALIGNED BLOCKING AND a c6(0 � ,.. FROM ALIGNED BLOCKING m M c ! F4 -' TO ADJACENT JOIST WITH I m '0 � - ,� of et'A MIN 1800 LB.CAPACITY a �'' EACH,INSTALLED IN ° d ''.'04 ' ACCORDANCE WITH MFR'S '`''' " ,�.e" 1 �,i . ;,, :» INSTRUCTIONS.THE THROUGH BOLTS AND 4xoj w 3 ;x -c d, I,. f r`i: "` WASHERS SHALL BE �,� / t � r CENTERED ON THE GUARD ("!` °� rli,4�: r �S�` A`',0,(01:/1 wv pl POSTS AND SPACED AS 4 \ SHOWN IN DETAIL 11S05. i r FROM 2017 ORSC — HOLD-DOWNS OR SIMILAR V 44r � A"``ATTACH ALIGNED g s,. ff ':':;„104,00i: BLOCKING TO JOISTS WITH FIGURE R507.2.3111 TENSION DEVICES Q Q rcc CONNECTING ALIGNED DECK tR. +" ., (2) 10d THREADED NAILS JOIST TO FLOOR JOIST 8 W VIEW FACING OR WOOD SCREWS EACH NOTE:HOLD-DOWN TENSION DEVICES PER THIS DETAIL SHALL HAVE 4 �' 8 `` OPPOSITE SIDE END f . ; S^l f° OF BLOCKING ,.,' " GUARD POST 1,500 LB.MINIMUM CAPACITY,BE INSTALLED IN NOT LESS THAN TWO z ., LOCATIONS,AND BE WITHIN 24 INCHES OF EACH END OF DECK. a 0O Alli Guard post to blockin. connection 2 Alternate deck attachment for lateral loads p Q, ti S06 NTS S06 NTS J O"/` CA LL. (1,71r4 o V 2-1/2"MIN W Ce 6X6 MINIMUM POST SIZE 0. S . IIIII� :„:1471;.4*".11.""."'".".1; LtJ Z W _ • tq F—•.-J a"kms 1 i O o ¢ G b EFFECTIVE .. (2)1l2"DIAMETER w p rii ( '1 �' 11 :�k MARCH,2018 THROUGH-BOLTS WITH ` —✓ WASHERS REVISIONS k, ,...,„:„!t! 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 FROM 2017 ORSC FIGURE R507.7.1 CONCRETE. Details NOTE:ALL BOLTS SHALL HAVE WASHERS UNDER THE HEAD AND NUT. 3 Alternate beam to post connection 4 Alternate post to footing connections SOS NTS SOS NTS S06 I FROM 2017 ORSC TABLE R507.4 [I CO JOIST SPACING a v, 0 DECKING TYPE AND MAXIMUM ON-CENTER JOIST SPACING(in.) L. g M Ec NOMINAL SIZE Perpendicular to joist Diagonal to joists M — s` a C U 5/4-inch-thick wood 16 12 ..._m S a 2-inch-thick wood 24 16 Plastic compositeb Per deckinf anufacturer 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 07032 and Section R507.3. �r 1 Maximum Joist Spacing Table(from 2017 ORSC Table R507.4) W S07 NTSec Q Q 1 ix la 0 Z > a. l o Q` JOIST SPANS, Li (ft in.) m 0 N 0 SPACING OF DECK JOISTS WITH NO CANTILEVERb SPACING OF DECK JOISTS WITH CANTILEVER Q Cl) SPECIESa SIZE (in.) (in.) a W 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 C23 15-8 13-7 11-1 13-7 CZ. 11-1 2x12 18-0 15-9 12-10 18-0 15-9 12-10 EFFECTIVE MaRCH,2018 2x6 8-10 8-0 7-0 5-7 5-7 5-7 REVISIONS Redwood, NO. DATE Western Cedars, 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 Red Pine10-7 2x12 17-5 15-1 12-4 16-5 15-1 12-4 a. No.2 grade. b.Cantilevered spans not exceeding the nominal depth of the joist are considered"with no cantilever"for this table. Tables 2 Maximum Joist Spans Table From(from 2017 ORSC Table R507.5) S07 NTS SO7 c LEDGER CONNECTION TO BAND JOISTao - cz en a t "O JOIST SPAN(ft.),U �? - "r'p� _ v t C? CONNECTION DETAILS -- co m <6 <8 < 10 < 12 (< 14) <16 < 18 08 p R 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.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 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 g W penetration of water to the building structural framing components in accordance with Section R703.4. < b.The tip of the lag screw shall fully extend beyond the inside face of the band joist. cc 0 c.Sheathing shall be wood structural panel or solid sawn lumber. O 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. zZ +1'' o 1 Minimum Ledger Connection Table(from 2017 ORSC Table R507.2) a a S08 NTS m N } 0 inQ CO a W tt G. 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 2s 3/4 2b 15/8b NO. DATE BAND JOIST 3/4 2 2b 1 5/86 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) 808 NTS S08 BEAM SPANSa,La(ft.-in.) ` s o DECK JOIST SPAN,La,(ft.) " g• "' o SPECIESb SIZEc <6 <8 c10 5512 5_14 5_16 5_18 s ozi 3x6 or2-2x6 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 Fir,Spruce-Pine-Fir, 4x8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 ¢ W Redwood,Western or Q Cedars,Ponderosa Pine, 4x10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 0 Red Pine c(2 Lu 4x12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 Z ,> 3-2x6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 5 a O 3-2x8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 o re 01m 3-2x10 12-0 10-5 9-4 8-6 7-10 7-4 6-11 r C.) COo i•,3-2x1 13-11 12-1 10-9 9-10 C9-1 8-6 8-1 L W a.Beams supporting deck joists from one side only(with optional joist cantilever). Ce 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 Douglas Fir-Larch,Hem-Fir, 4x4 8 NO. DATE Spruce-Pine-Fir,Redwood, ' Ponderosa Western Cedars,P ode 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 8 FOOTING DIMENSIONSa o co m a E , ROUND FOOTING SQUARE FOOTING WIDTH MINIMUM FOOTING M BEAM SPAN(ft),Ls JOIST SPAN(ft.),LI DIAMETER(in.) (in.) THICKNESSb(in.) t 1g m M. <_ 10 18 16 8 , 2 o$ o"1s <6 <_ 14 21 19 8 < 18 24 21 10 <_ 10 20 18 8 <8 < 14 24 22 10 <_ 18 27 24 11 < 10 23 20 9 g W < 10 < (< 14) 27 C2 0 <_ 12 <_ 10 25 22 10 o. > 8 Z < 14 < 10 27 24 11 5 1— o a o a. a.Assumes 1,500 psf soil bearing capacity per Section R401.4.1. -5 an' o 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 N extend below the frost line depth specified in Table R301.2(1).Coordinate footing thickness with post base manufacturer installation instructions. o U < CO 113 Minimum Footing Sizes Table(Ref 2017 ORSC Section R403) • W 510 NTS a. d. EFFECTIVE MARCH,2018 REVISIONS NO. DATE Tables S10 2017 ORSC TABLE R301.2(1) , . CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA0 o o .5 0 GROUND SNOW ULTIMATE DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE E d COUNTY LOAD==36 st WIND SPEED CATEGORY dS ry rn P Weathering Frost line depth(inches) Decay w Baker 3,200 Note b Note c Severe 24 Slight c. _5 v 0 Benton 400 Note b Note c Moderate 12 Moderate ` 3 ci o Clackamas 500 Note b Note c Moderate 12 Moderate m e MN.`c_ Clatsop 400 Note b Note c Moderate 12 Moderate / a el t7 Columbia 400 Note b Note c Moderate 12 Moderate e° ''0 n Coos 400 Note b Note c Moderate 12 Moderate 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 5.45.5°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 U Jackson 2,000 Note b Note c Moderate 18r Slight Jefferson 4,100 Note b Note c _ Severe 18 Moderate < W Q Josephine 4,100 Note b Note c Moderate 1 Bf Moderate CC 0 Klamath 4,000 Note b Note c Severe 24 Moderate 0 Lake 4,200 Note b Note c Severe 24 Slight WW U Lane 500 Note b Note c Moderate 12 Moderate O. _ Lincoln 400 Note b Note c Moderate 12 Moderate e/ CO 5cc Linn 700 Note b Note c Moderate 12 Moderate EL 0 Malheur 3,400 Note b Nota c Severe 24 Slight f„` Marion 500 Note b Note c Moderate 12 Moderate Morrow 3,000 Note b Note c Severe 24 Slight 5 I.` 0 5.45.51N Note b Note c 00 s•r CV °N Note b Note c 0 V _ Multnomah 500 Note b Note c Moderate 18 Moderate < CO Polk 400 Note b Note c Moderate 12 Moderate WC/ Sherman 2,000 Note b Note c Severe 24 Slight LU S.45.5°N Note b Note c N.45.51N Note b Note c „ Tillamook 400 Note b Note c Moderate 12 Moderate ii 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 Note c Severe 24 Slight S.45.5•N Note b Note c N.45.51N Note b Note c EFFECTIVE Washington 400 Note b Note c Moderate 12 Moderate MARCH,2018 Wheeler 4,100 Note b Note c Severe 24 Slight Yamhili 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 psi 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 t" 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 shalt 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 psi.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. lelClimatic and Geographic Criteria By County NTS + S11 c C e C O ®DECKING [R507.41: a E. ra, size: 02x Wye-quarter material: ❑preservative-treated 121plastic composite ❑naturally durable (e.g. cedar) orientation:Pperpendicular to joists ❑diagonal to joists i 1 :-0: 2 E JOISTS fR507.51: _.._.._,° 0 size: 02x6 02x8 7x10 02x12 spacing: 012 in. 1 116 in. 024 in. span,LJ: 11- ft. - I p in. cantilever: 1 ft. - 1'( in. (Lj/4 MAX) rim joist: 02x6 02x8 , 2x10 02x12 Onot applicable ©BEAMS 1R507.61: Y plies: 01 02 03 w size: 02x6 02x8 02x10 02x12 04x6 04x8 ❑4x10 04x12 124 (0 x 1 Z cc W span, Ls: ►r ft. - S in. 0 cantilever: i ft. - ain. (Le/4 MAX) a W �>„ fU zNINO � [,]D POSTS FR507.81: 1-- O size: 04x4 04x6 1116x6 ❑ xa 0. r` height: -7. ft. - -:°' in. ,..1 Ce No a ? 0 FOOTINGS ER507.8.11: 6 (4 size:)--J1 in. C 'square ❑round n W thickness: I9, in. Cr a ['LEDGER FR507.21: size: 02x8 1a2x10 02x12 fastener: 01/2"through-bolt 01/2" lag screw 1acode-compliant alternate(attach report) fastener spacing: in. on-center © LATERAL LOAD CONNECTION 1R507.2.41: EFFECTIVE 2(4) 750 pound hold-down tension devices(detail 1/SO4) — t'`"l' C l( A () TT-`- $ MARCH,2018 0(2) 1,500 pound hold-down tension devices (detail 2/S06) REVISIONS Ocode-compliant alternate (attach report) NO. DATE El GUARDRAIL POST ATTACHMENT FR301.51: ❑details 1-3/S05& 1/S06 Encode-compliant alternate (attach detail). NOTE:THE PERMIT APPLICANT SHALL PROVIDE THE PROJECT SPECIFIC DESIGN BY CHECKING THE APPLICABLE Project Specific BOXES AND ENTERING THE APPROPRIATE INFORMATION ABOVE PRIOR TO PERMIT APPLICATION. Information 4111 Project Specific Information NTS S12 Code Compliance Research Report tnt�r��k _ 61 Total Quality.Assured. CCRR 01 Issue Date: 11-15-2010 Revision Date: 05-30-2018 Renewal Date: 04-15-2019 DIVISION: 5 00 00-METALS described in this report, including the Conditions of Use Section:05 52 00—METAL RAILINGS stated in Section 6. REPORT HOLDER: 3.0 DESCRIPTION Maine Ornamental LLC 933 U.S. Route 202 3.1 Guards are provided as level guards for level walking Greene,ME 04236 areas such as decks, balconies and porches and sloped (207)946-2410 guards for open sides of stairways. www.ufpi.com 3.2 Level guards are provided with rail lengths up to 96" in REPORT SUBJECT: length(measured between the inside of support posts)and Deckorators®Aluminum Railing Systems an installed height of up to 46" measured from the top of the upper rail to the walking surface. See Table 1 for 1.0 SCOPE OF EVALUATION qualified lengths and configurations. 1.1 This Research Report addresses compliance with the 3.3 Stair guards are provided with rail lengths up to 94" following Codes: measured along the sloping length between the inside of 2015 and 2012 International Building Code®(IBC) supports and an installed height of up to 46" measured 2015 and 2012 International Residential Code®(IRC) vertically from the top of the upper rail to the leading edge of the stair tread or landing. See Table 1 for qualified NOTE: This report references 2015 Code sections with lengths and configurations. [2012] Code sections shown in brackets where they differ. 3.4 Deckorators® guardrail systems are an assemblage of 1.2 Deckorators® Aluminum Railing Systems] have been an aluminum upper and lower rail, aluminum or glass vertical balusters, plastic baluster to rail connectors and rail evaluated for the following properties(see Table 1): to post brackets, non-structural 4X4 plastic lined aluminum Structural Performance post sleeve, a supporting foot piece, an optional cap rail assembly,decorative moldings and post caps. 1.3 Deckorators® Aluminum Railing Systems have been evaluated for the following uses: 3.4.1 The top rail and bottom rails are identical and are extruded 6063-T5 or 6063-T6 aluminum components of Guards or guardrails under the definitions of the rectangular cross sectional shape. The upper rail may referenced codes. It is intended for use at or near the also be capped with an optional cap rail assembly. See open sides of elevated walking areas of buildings and Figures 1 through 5. walkways as required by the codes 3.4.2 The infill area may be configured in multiple ways 2.0 STATEMENT OF COMPLIANCE using the following aluminum or glass balusters: Classic—6063-T6 Aluminum Deckorators® Aluminum Railing Systems comply with the Colonial—6063-16 Aluminum Codes listed in Section 1.1, for the properties stated in Estate—6063-T6 Aluminum Section 1.2 and uses stated in Section 1.3, when installed as Traditional—6063-16 Aluminum Arc—6063-T52 or 6063-T6 Aluminum 545 E.Algonquin Road •Arlington Heights• Illinois•60005 intertek.com/building111,5 ACC`;ITED Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b Code Compliance Research Report CCRR-0161 Page 2 of 24 Baroque—6061-T6511 or 6063-T6 Aluminum 5.4 Balusters are assembled to the rails using either plastic Frontier Scenic Glass—Fully Tempered Glass connectors and brackets shown in figures 20 through 28 Contour Scenic Glass—Fully Tempered Glass and 30, or fastened directly to the face of the rails with Scenic Glass—Fully Tempered Glass screws as indicated in Tables 1 and 2. Figure 1 indicates recognized attachment methods of each baluster type. See"Baluster Options"section of Figures 1 through 2 and Figures 11 through 19 for dimensional details. 5.5 A foot piece is installed between the lower rail and the deck surface midway between supports. See Figures 1, 2, 3.5 The system is available in various colors and finishes. 29 and 30. 4.0 PERFORMANCE CHARACTERISTICS 6.0 CONDITIONS OF USE 4.1 The guardrail system described in this report has 6.1 Installation must comply with this Research Report, demonstrated the capacity to resist the design loadings the manufacturer's published installation instructions, and specified in Chapter 16 of the IBC and Section R301 of the the applicable Code. In the event of a conflict, this report IRC when tested in accordance with ICC-ES AC273. governs. 5.0 INSTALLATION 6.2 Conventional wood supports including support posts for guards are not within the scope of this report and are 5.1 Deckorators Aluminum Railing Systems must be subject to evaluation and approval by the building official. installed in accordance with the manufacturer's published Supports must satisfy the design load requirements installation instructions, the applicable Code, and this specified in Chapter 16 of the IBC and must provide Research Report. A copy of the manufacturer's instructions suitable material for anchorage of the rail brackets(See 5.2 must be available on the jobsite during installation. under "Installation"). Where required by the building official, engineering calculations, and/or accredited third 5.2 Guards may be assembled in various configurations party structural testing, prepared by a licensed design identified in Figures 1 and 2. Refer to Table 2 for the professional shall be provided. fastening schedule of all system components. 6.3 Only stainless steel fasteners identified in this report 5.3 Top and bottom rails are attached directly to are approved for use in preservative or fire-treated wood conventional wood posts, or other suitable wood support regulated by the referenced building codes. The structure, with Nylon/Glass Fiber mounting brackets. The compatibility of fasteners and other metallic components, wood supports, including wood posts, are outside the not identified herein, with the supporting structure, scope of this report.See Figures 1,2,7 and 8. including chemically treated wood, is not within the scope of this report. S.3.1 Rails may be installed at angles of 22.5° and 45° to the post face using special angle adapters. See 6.4 Glass used as balusters of guards, regardless of area or Figures 3,9,31 and 32. height above a walking surface, meets the definition of a hazardous location as defined by Section 2406.4 of the IBC 5.3.2 Conventional 4X4 wood posts may be covered and must be identified by permanent etching as required with the Deckorators extruded aluminum post sleeve by Section 2406.3 of the IBC.Each glass baluster must bear which is lined with a 0.045"plastic coating.See Figure 6. the manufacturer's name and/or mark, type of glass (tempered), thickness (5/16"), Size classification (U), drop 5.3.3 The wood in the supporting structure including height class (A) and the applicable test standard (ANSI support posts shall have a specific gravity of 0.50 or Z97.1-2014(09)). greater (Southern Yellow Pine or better) and a minimum thickness to allow full penetration of the bracket mounting screws. 545 E.Algonquin Road•Arlington Heights•Illinois•60005 ras intertek.com/buildingACOWITtoad CO lntertek PCA-i01 Version:21 December 2017 SFT-CCRR-OP-40b Code Compliance Research Report CCRR-0161 Page 3 of 24 6.5 Guards utilizing glass balusters are not approved for 8.0 IDENTIFICATION use in wind-borne debris regions as defined by the IBC in accordance with Section 2407.1.4. The Deckorators• Aluminum Railing Systems are identified 6.6 Deckorators® Aluminum Railing Systems are with the manufacturer's name (Maine Ornamental LIC), manufactured under a quality control program with address and telephone number, the product name inspections by Intertek Testing Services NA, Inc. (Deckorators® Aluminum Railing Systems), when applicable, (see Table 1), the following statement: "For Use in One-and 7.0 SUPPORTING EVIDENCE Two-Family Dwellings Only.", the Intertek Mark as shown below, and the Code Compliance Research Report number 7.1 Drawings and installation instructions submitted by the (CCRR-0161). manufacturer. CODE COMPLIANCE 7.2 Reports of testing and engineering analysis demonstrating compliance with the performance 11) requirements of ICC-ES Acceptance Criteria for Handrails US and Guards, AC273, revised March 2016 with additional Intertek testing employing increased test loads for compliance with CCRR-4161 IBC Section 2407 for the systems that utilize glass balusters. 9.0 OTHER CODES 7.3 The reports of testing and engineering analysis demonstrating compliance with the performance This section is not applicable. requirements of ANSI Z97.1-2014(09), American National Standard for Safety Glazing Materials Used in Buildings, as 10.0 CODE COMPLIANCE RESEARCH REPORT USE required by Section 2406 of the IBC and Section R308 of the IRC. 10.1 Approval of building products and/or materials can only be granted by a building official having legal authority 7.4 Documentation of an Intertek approved quality control in the specific jurisdiction where approval is sought. system for the manufacturing of products recognized in this report. 10.2 Code Compliance Research Reports shall not be used in any manner that implies an endorsement of the product by Intertek. 10.3 Reference to the https://badirectory.intertek.com is recommended to ascertain the current version and status of this report. This Code Compliance Research Report("Report")is for the exclusive use of intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client In accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any intertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. 545 E.Algonquin Road •Arlington Heights•Illinois•60005 rcrs intertek.com jbullding "0 11° Intertek " PCA-9011 Version:21 December 2017 SFT-CCRR-OP-40b Code Compliance Research Report CCRR-0161 Page 4 of 24 TABLE 1-DECKORATORS®RAILING SYSTEMS BUILDING CODE RECOGNITION Deckonators®Aluminum Guardrail Baluster Style Code Railing Systems(1) Type Baluster Connector Recognition 32"Classic Aluminum Classic Baluster Connector PN PN 104.3 107,1,107.2&129.1,107.3 Stair 32"Frontier Scenic Glass PN Nylon Baluster Connectors PN 116.1 125.1&126.1 72"by 42" LevelO& 32"Contour Scenic Glass PN Nylon Baluster Connectors PN IBC-All Use 96"by 42" Stair 124.1 127.1&128.1 Groups 32"Estate Aluminum Estate Baluster Connectors PN & PN 1143 108.1&130.1 IRC 40"Baroque Aluminum One-and Two- PN 110.3 Face Mounted to Rails Family Dwellings 72"by 46" Level& 36"-Classic Aluminum Classic Baluster Connector PN 96"by 46" Stair PN 104.4 107.1,107.2&129.1,107.3 Stair 26"Scenic Glass Nylon Baluster Connectors PN PN 123.1 125.1&PN 126.1 Stair 32"Contour Scenic Glass PN 124.1 32"Frontier Scenic glass PN 116.1 32"Traditional Aluminum PN 111.2 Face Mounted to Rails IRC(only) 72"by 36" Level(�3& 32.25"Arc Aluminum One-and Two- 96"by 36" Stair PN 112.2 Family Dwellings 32.25"Baroque Aluminum {3) PN 110,2 26"Colonial Aluminum PN Classic Baluster Connector PN 113.1 107.2 or 107.1&107.3 or 129.1 26"—Classic Aluminum PN 104.2 Stair 126"Estate Aluminum-\. Estate Baluster Connector PN PN 114.2 108.&PN 130.1 Stair 1 Guardrails are qualified up to and including the listed maximum guardrail system dimensions for use in the referenced Code Occupancy Classification. 2 All level systems included in Table 1 may use the 22.5°and 45°angle adapter under both IRC and IBC recognition. 3 The use of this product shall be limited to exterior or interior use as a guard system for balconies and porches for one-and two-family dwellings of Type V-B(IBC)construction and dwellings constructed in accordance with the IRC. 545 E.Algonquin Road •Arlington Heights•Illinois •60005itism intertek.comJbuilding l =ROWED Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b 0-% Code Compliance Research Report CCRR-0161 Page 5 of 24 TABLE 2-DECKORATORS®RAILING SYSTEM FASTENING SCHEDULE(LEVEL/STAIR) Connection Fastener(3) Level Rail Bracket to Post(1) Two#8 x 2"long screws Level Rail Bracket to Rail(2) Three#8 x 1"long screws Stair Rail Bracket to Post(1) Two#8 x 2"long screws Stair Rail Bracket to Rail(21 Four#8 x 1"long screws 22.5'and 45'Angle Rail Bracket Two#8 x 2-h"long screws Adaptor to Post(14 Stair Rail Bracket to 45'Angle Rail Two#10 x 0.70"long screws(4)with two 0.374"diameter by 0.492"long brass inserts Bracket Adaptor and 0369"diameter by 0.031"thick brass external retaining rings Support Block Connector One#8 x 1.5"long screw In-Fill Fastener(3) Classic&Colonial Aluminum One(per connector)#8 x 1.5"long screw Baluster connector to rail(1) Glass Baluster Connector to Rail tl! Two(per connector)#8 x 1.5"long screws (Scenic, Frontier,and Contour) Glass Baluster Stair Connector to One(per baluster end)#8 x 1.5" long screws and one(per end)#8 x 4"long screw Rail(Scenic,Frontier,and Contour) Frontier Glass Baluster Directly to Two(per baluster end)#8 x 1.5"long screws installed through pvc grommet supplied Face of Rail(1) with glass. Contour Glass Baluster Directly to Two(per baluster end)#8 x 1.5"long screws installed through pvc grommet supplied Face of Rail 4! with glass. Traditional Baluster directly to Face Two(per baluster end)#10x 1.5" long with'A"non-threaded shank screws of Rail Baroque Aluminum Baluster Directly Two(per baluster end)#8 x 1.5"long screws to face of rail Arc Aluminum Baluster Directly to Face Two(per baluster end)#8 x 1.5"long screws of Rail Estate Aluminum Baluster Two Plastic Estate Baluster Connectors(PN 108.1) with#8 x 1.5"long screws 1 Holes must be pre-drilled with 1/8"diameter drill 2 Holes must be pre-drilled with 9/64"diameter drill 3AII Screws are stainless steel Flathead screws with square head drive,unless noted otherwise. 4Stainless steel Phillips flathead screws 545 E.Algonquin Road •Arlington Heights• Illinois•60005 intertek.com/building° lntertek PCA-1O1 Version:21 December 2017 SFT-CCRR-OP-40b . , t e Code Compliance Research Report CCRR-0161 Page 6 of 24 ITEM'NUMBER Description QTY. ._......._ 4.25 79.46 36.00 2 38"142"Asst' 4.00 H - 1 1 109.1 Horizontal Bracket 4 26.00- "2x4"Aluminum 2 101.4 .08"thick 2 3 104.2l104.3 Classic Baluster Baluster 15 , 4 - 107.2 ConBal Connector uster 30 40.25 5 107.1 Designer Baluster 2 Connector 6 105.2 Classic Baluster 1 Foot Piece 7 115.2/115.4 4"x4"Aluminum 2 3 Post Sleeve Baluster Options "System Classic Baluster 0 f End spacing is Baluster Part No. Connector (shown)spaced 4.5"o/c. 3.00 5 3.865 MP 2X) NamePart No. Baroque 110.2 1 1)Mech. Structural 4x4 Post Traditional 111.2 1)Mech. 36"Deckorators Railing System Classic 104.2 107.1 or 107.2 Arc 112.2 ec 1>Mh. Colonial 113.1 107.1 of 107.2 Estate 114.2 108.1 79A6 FrontiGiass� 116.1 1>Mech. 4 25 2 4.00-�-� �-�- -42.00 32.00----- Contour 124.1 ')Mech. Glass Scenic 123.1 125.1 Glass Baluster Options 42"System BalusterConnector 46,25 Name Part No. Part No. Baroque 110.3 1>Mech. Classic 104.3 107.1or107.2 Estate 114.3 108.1 Glasser 116.1 125.1 Glass Contour 124.1 127 1 Classic Baluster -0 . End spacing is Glass . . (shown)spaced 4.5"of c. -_3.00w3 865 (TYP 2X) 1) Balusters are fastened directly to the exterior face 42"Deckorators Railing System of each rail using screws as indicated in Table 2. No plastic connectors are needed. FIGURE 1-DECKORATORS 72"LONG RAILING SYSTEM ASSEMBLY (ii) 545 E.Algonquin Road•Arlington Heights•Illinois•60005 intertek.com/building 'las° Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b ei Code Compliance Research Report CCRR-0161 Page 7 of 24 w104.46 - 4.25 Q 4.00-awl- 36.00 lilt" i Q 26.00 fir 40.25 43 1 6 Classic Baluster End spacing is (shown) spaced 4.5' o/c. I 3.00 2.855 (TYP 2X) 0 Structural 4x4 Post ITEM PART DESCRIPTION QTY. Baluster Options NO. NUMBER Structural 4x4 Baluster Part Connector 1 4x4 Wpp4 Post 2 Name No. Part No. 4"x4' Aluminum 2 115'2Post,Slee2 Baroque 110.2 Face Mtd. Honzontve a 3 109.1Bracket 4 Traditional 111.2 Face Mtd. "2X4"Aluminum Classic 104.2 107.1 ori 07,2 4 101.5 Hand Rail-.118" 2 Arc 112.2 Face Mtd. Chic Colonial 113.1 107.1 or107.2 5 107.2 Connector for Classic 8plust X , 42 Estate 114.2 108.1 eckora?or 2 Face mid. 6 104.2 Classic Bcalu ter 21 Glass 116.1 with 132.1 onnector or Face mid. d. 107.1 2 Gass 124.1 Classic Baluster with 132.1 8 105.2 Classic B a 1 uster 1 Glass 123.1 125.1 Foot Piece • 36"Deckorators Railing System FIGURE 1(CONTINUED)-DECKORATORS 96"LONG RAILING SYSTEM ASSEMBLY ID 545 E.Algonquin Road •Arlington Heights• Illinois•60005 intertek.com/buildinbrftsg Intertek pcA-ao1 Version:21 December 2017 SFT-CCRR-OP-40b . , .0, Code Compliance Research Report CCRR-0161 Page 8 of 24 "" 104.46 .- 4.25 4 4.00 --.- 1 - 36.00 26.00 40.25 Y f 1 ,, il i 2 ( ' i IClassic Baluster ()----"---""a` 7 End spacing is (shown) spaced 4.5"o/c. 3.00 2.855 (TYP 2X) 0 Structural 4x4 Post ITEM PART DESCRIPTION QTY. Baluster Options NO. NUMBER 1 4x4 Structural 4x4 2 Baluster Part Connector Wood Ppst Name No. Part No. 2 115.2 4.,x4. Aluminum 2 • Post Sleeve 3 109.1 Horizontal 4 Baroque 1 10.2 Face Mtd. Bracket Traditional 1 11 .2 Face Mtd. "2X4" Aluminum 4 101.5 Hand Rail - .118" 2 Classic 104.2 107.1 or107.2 thick Arc 1 12.2 Face Mtd. 5 107.2 Connector for 42 Colonial 1 13.1 107.1 ori 07.2 Classic Baluster 6 104.2 Deckorator 26" 21 Estate 1 14.2 108.1 . Classic Baluster Mass 1 16.1 Face mtd. 7 107.1 Connector for 2 with 132.1 Classicaluster Mass 124.1 Face mtd. 8 105.2 Classic Baluster 1 with 132.1 Foot Piece Glass 123.1 125.1 36"Deckorators Railing System FIGURE 1(CONTINUED)-DECKORATORS 96"LONG RAILING SYSTEM ASSEMBLY (ii) ., 545 E.Algonquin Road •Arlington Heights• Illinois•60005 intertek.com/building ACCAO Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b . , 0 Code Compliance Research Report CCRR-0161 Page 9 of 24 104.46 (.2 V 4.25 _ 42-00 4 4.00 3 32.00 — b 46.25 Classic Baluster 4 a !i (shown) spaced 4.5" o/c. 3.00 End spacing is 4 2.855' (TYP 2X) Structural 4x4 Post ITEM PART NO. NUMBER DESCRIPTION QTY. Baluster Options 1 4x4 Structural 4x4 2 v4Q,J Ppst Baluster Part Connector 2 115.4 4"x ' uminum 2 Name No. Part No. Post Sleeve Horizontal 3 109.1 Bracket 4 "2X4" Aluminum Baroque 110.3 Face Mtd. 4 101.5 Hand Rail - .118" 2 Classic 104.3 107.1 or107.2 thick Estate 114.3 103.1 5 107.2 Connector for 42 Classic Baluslex Glass 116.1 125.1 ecKoraror 32 b 104.3 Classic Baluster 21 Glass 124.1 127.1 Connector for 7 107.1 Classic Baluster 2 8 105.2 Classic Baluster Foot Piece t 1 „ ... . - 42"Deckorators Railing System FIGURE 1(CONTINUED)-DECKORATORS 96"LONG RAILING SYSTEM ASSEMBLY ql) 545 E. Algonquin Road •Arlington Heights •Illinois• 60005 intertek.com/buildinACCRLDREg Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b . , . 1,01 Code Compliance Research Report CCRR-0161 Page 10 of 24 ITEM 1111.4\ NO, DESCRIPTION j ; f ; Srural4x4 !WoPost 4' 4" minumoseeve Hilit , 11111 /"2x4 minumRail- thick .�'i . acketII I } s 5 Stair Connector1 i55.0Q° i6 Colonial Baluster � 7 Classic Baluster O CO Foot Piece 8 Connector for f� �`. Classic Baluster \f O y Designer Stair Adaptor Typical Aluminum Glass Stair Baluster System II 10 Adaptor 11 Glass Baluster 0Connector i` Glass ` 79"max 12 Baluster I �� _. gymam 55.00 _ 08_ CO Nu, . . .. Typical Glass Baluster System FIGURE 2-DECKORATORS 72"LONG RAILING SYSTEM STAIR ASSEMBLY ID . ,,. 545 E.Algonquin Road •Arlington Heights•Illinois• 60005 „�° intertek.com/building ft...on lntertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b , , a Code Compliance Research Report CCRR-0161 Page 11 of 24 85.09 1.16 40.25 4 7 - •– --}- 4.00 2.57 55.00 III . ,f CO-----of Baluster Spacing is 3.69" C>/C. —, 7� 3Y'' „ 1 2.98 ITEM NO. PART NUMBER DESCRIPTION QTY. 1 4x4 Structural 4x4 Wood 2 Post 2 115.2 4'x4"Aluminum Post 2 Sleeve 3 101.5 "2X14"Aluminum Hand 2 Rail - .118" thick 4 118.1 Stair Bracket 4 5 104.2 Deckorator 26" 20 Ciassjc 139,114Pr 6 107.1 Connector tor Classic 42 Bplustey 7 129.1 Designer Stair 42 Adaptor 8 105.2 Classic Baluster Foot 1 i Piece FIGURE 2(CONTINUED)-DECKORATORS 96"LONG RAILING SYSTEM STAIR ASSEMBLY TO 545 E.Algonquin Road •Arlington Heights• Illinois•600056 intertek.com/buliding '` ""° te.l:arbn Intertek PCA-109 Version:21 December 2017 SFT-CCRR-OP-40b Code Compliance Research Report CCRR-0161 Page 12 of 24 r> o a •04 cc 12.13 ti .75 n A 1 L� fIL t, 1.00 .16 i 1 3.50 .08 •p N S 1.00 I : I . i I N .75 .08 1 S. I 1 1 1.50 72"-Long Rail PN 101.4(Upper/Lower) 96"-Long Rail PN 101.5(Upper/Lower) FIGURE 3-RAIL SECTIONS 11) 545 E.Algonquin Road •Arlington Heights•Illinois•60005 intertek.com/buildingNleokseSra ACCRIDDITIM Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b Code Compliance Research Report CCRR-0161 Page 13 of 24 Peet Cap _„."14 ....... Top and ' \\ Bottom Reil Sleetno Cap Hail -insert Heil _ti i 0 i u . , , 1111111 ---.._ Baluster Baluster Screws In-Line Perth/Deck Bracket(4) SIdB 4x4 Post 111 FIGURE 4-GENERAL ASSEMBLY WITH OPTIONAL CAP RAIL 9.25' > 0 -.-4 ?' ---> ( *N 1.50" ITEM NO.PART NUMBER Description QTY. `( a ..L. n._, • 1 122.1 Insert Rat 1 2 121.1 Cop—Fal. t I 0 FIGURE 5-OPTIONAL CAP RAIL ASSEMBLY 545 E.Algonquin Road •Arlington Heights•Illinois•60005 has ACCREDITED intertek.corn/building tam. Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b Code Compliance Research Report CCRR-0161 Page 14 of 24 Structural 4x4 Aluminum Sleev: 14.00 �— a I 4.00 R.06 40.25"PN 116.2 I ,045"Typ I 4.00 52.00"PN 116.3 plastic lined D8(TYP) R.13 Conventional wood support is not within the scope of this report FIGURE 6-4X4 POST SLEEVE PNS 115.2/115.3/115.4 2.350 --1.562 --I v 1.000 1,356 II C 2.500 2.694 3.900 0 I-- 0.26D f 0.920 FRONT LEFT SIDE RIGHT SIDE FIGURE 7-NYLON GLASS FIBER DROP IN BRACKET-LEVEL,PN 109.1 545 E.Algonquin Road•Arlington Heights•Illinois•60005 intertek.com/building Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b , , . le Code Compliance Research Report CCRR-0161 Page 15 of 24 .. .... .......r.[ 1. .:.-. :.... .... ._;.....r. ..._.-.-........_v.r:ent+y..'::w.:'-'RC1•" h..-., f=,_a:r. ...... n i-v v e r f 2 2.362 1.516 0.866 0.236 0.315 N I -i 0.906 0.748 1.181 o. O O 0 0 1.575 3.937 0 1.181 C 0 0 0.748 0.906 FRONT LEFT SIDE RIGHT SIDE FIGURE 8-NYLON GLASS FIBER DROP IN BRACKET-STAIR,PN 118.1 .07 riT7... 1111116 t 1 ,,„ z66 \/j 1.25 � r e r-25 �� �/ .C( 0.48 --2.37 ^—246 r—2.46-- 1 15 1 ! f f + .I8 3.91 3.91 14—1 } .23 I FIGURE 9-22.5°ANGLE WEDGE KIT PN 119.1(USED WITH FIGURE 10-SNAP CAP PN 132.1-(FOR FACE MOUNTING OF STAIR RAIL BRACKET PN 118.1 GLASS BALUSTERS PNS 116.1/124.1) 40 545 E.Algonquin Road •Arlington Heights• Illinois•60005 i intertek.com/building °' ° Intertek PCA-181 Version:21 December 2017 SFT-CCRR-OP-40b Code Compliance Research Report CCRR-0161 Page 16 of 24 0.205 0121.1 V 0.375 X 90' r 1.00 i .50 i p I—-05 T ...,._ 0 2.75 I .75 4 FIGURE 11-TRADITIONAL BALUSTER PN 111.2 LM 1 1 0.197 ■ 1 I x.25 PN 110.2 ' 40.00 PN 110.3 W0.205074 PN t 10.4 . IOS N.2D w i ,'0'. P 2.801 1__ 11 l 0.50 o FIGURE 12—BAROQUE BALUSTER PN a110.2,110.3,110.4,110.5 545 E.Algonquin Road •Arlington Heights•Illinois•60005 MIS intertek.com/buildingMOORED Mme, Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b , , , el , Code Compliance Research Report CCRR-0161 Page 17 of 24 1 (...::- s " --- 26'PN 104.2 -_ 26'P14 104.6 \ 3z'PN Io4.3 ._ "� PN 304 36'PN 104.4 \ \ 329"6 PN 104..7.8 \\36"PN 1049 1 _...624, u FIGURE 13-CLASSIC BALUSTER AND SPLINED CLASSIC BALUSTER PNS 104.2/104.3/104.4/104.6/104.7/104.8/104.9 ������''''''C75 0.65 Top View 8.87 'ti�'^-,- 1.50 i 1 2,14 26.00 .98 1 2.14 I t 1.50 FIGURE 14-COLONIAL BALUSTER PN 113.1 OD 545 E.Algonquin Road •Arlington Heights•Illinois•60005 LAS intertek.com/building " Intertek PcA-181 Version:21 December 2017 SFT-CCRR-OP-40b , , el Code Compliance Research Report CCRR-0161 Page 18 of 24 ..... ::.w:...�..nx...st.acr�.-c..r.::�,....._.c........'..Y <•a'.a-.:',':Via. . .... •._x.. ..t.. _i-'h,l:•:t,.¢'ia .., . _•Y-.�'r .-. ,w. ...,.: .. - - 4.X 0 ,22 THRU ALL \/ 0 .39 X 90° 32.25 1.00 -F Lallell111111=1.1111111111111111111MMMINIE11111111111111111111:1111111101 L 1.00 .75 2.75 4 R30,69 L.,...._ . .197 w --4'1 4.42 +- —11 4.42 1.".-- FIGURE 15-ARC BALUSTER PN 112.2 0.05 1 11_, 0 l 26"PN 114.2 32"Ptd 114.3 29"PN 114.5 0.751_ FIGURE 16-ESTATE BALUSTER OD 545 E.Algonquin Road •Arlington Heights• Illinois•60005 intertek.com/building ACCROXIOt Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b . , , Code Compliance Research Report CCRR-0161 Page 19 of 24 :: - ..�..�.:��:-. �v.�'..:-:-a,.'��.•: .=ia;�-:,::�..k-........?"F.:c....,.=si.c.... :.....;}.... v.. ..._.... _.h ...�c<..t... a,._..�............-.-..w,.t .31 3. 4DD • -�! 1441 r-- -�-IE"- -1 -:313 } .� 1.47 �+ I '• —� `�. 1.03 11 I T, R30.o0 55" ! I •I 021*Pi1' r I 32.00 Z R2.00 R4.94 IC �-:- I ).._, 32.00 R2.00 R4.94 1.469 I-'- { 'i r }.0a3 <-,i 1.11 1IJ0 ' I''F .ea---1Ir--T- 1.00 4.20 1 _ - +I4 I e:baluster is supplied vOth a PVC grommet installed in each hole for the face mourning of the baluster to the rails FIGURE 17-FRONTIER SCENIC GLASS BALUSTER PN 116.1 FIGURE 18-CONTOUR SCENIC GLASS BALUSTER PN 124.1 i 4.00 r fr. 1 i 0125 1 1 ', 01.05 14,E0) 2.91 1 - 0.17 15 1 -- 1 .15 2600 .05 55° 1.00 1 2l.03 \. gill —'b.46 1 �J FIGURE 19-26"SCENIC GLASS BALUSTER PN 123.1 FIGURE 20-DESIGNER STAIR ADAPTER PN 129.1 USED WITH DESIGNER BALUSTER CONNECTOR PN 107.1 AND CLASSIC BALUSTERS 104.2,104.3,1040.4 AND COLONIAL BALUSTER 113.1) %4S 1:1) 545 E.Algonquin Road •Arlington Heights• Illinois •60005 i;- intertek.com/building Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b , , . te Code Compliance Research Report CCRR-0161 Page 20 of 24 —0.75 I 0.75 I 0.62 0.62 0.37 411111111,41, —0.37 p0.7 IIII(5 I IIi II _ .28 I1 95 ,D5---1 —'28 .02- 55.00° .515 i FIGURE 21-22.5'ANGLE WEDGE KIT PN 119.1(USED WITH FIGURE 22-HINGE SNAP CAP PN 132.1(FOR FACE STAIR RAIL BRACKET PN 118.1) MOUNTING OF GLASS BALUSTERS PNS 116.1/124.1) o.180 THRU ALL i—.16 N/0.375 X 90° 1,330 L_J 0 .375 V.400 0_1r--. .I. .620 € _ - I ib 134 1.330 + tt._J. 1- Assimmilimmuu 1.34 -`i .790 1'°6–' MAW '11 .00 1.090 ___.1 .620 +- 1 111W411I4_ .736 45.00" i .520 .272 .16— F- �46 i f _1 1_1.330—.4 I --..i_ T .112_11_ I52 } 1 16 FIGURE 23-ESTATE BALUSTER CONNECTOR PN 108.1(FOR FIGURE 24-ESTATE BALUSTER STAIR ADAPTOR PN ESTATE BALUSTER PNS 114.2,114.3) 130.1(FOR ESTATE BALUSTER PNS 1142,114.3) - 1 © s 545 E.Algonquin Road •Arlington Heights•Illinois•60005 intertek.com/building bi e"`bre 0 Intertek PCA.101 Version:21 December 2017 SFT-CCRR-OP-40b , . Code Compliance Research Report CCRR-0161 Page 21 of 24 -:.-.. `nu.'^-.,r:w.:'r^.�.. .�x.y.:.r.t.:z�q..w,-.�¢-:.v..st i,a.-.,.;.� -.:s.•ti:\.i:•r;... ..:-..�' .Y,+v '4 -. .- .- .. .rY'1--. _.: . - --- F a s) ".÷ 31 55,15THRU 4441010. ---®' . , 4,00._ _ =- 4.54 $0 1.40 I r- M0 " ... .... _____ 1 i 550 34 --I 1.30 . .U7 FIGURE 25-FRONTIER GLASS BALUSTER CONNECTOR PN 125.1(USED WITH FRONTIER BALUSTER PN 116.1 AND SCENIC BALUSTER PN 123.1) .11 1 hi..40 — IT .67 1.33y. El f TRUE 0.17 0.16 5.50 --- 1.33 - As--2.59 t•. 32 � I , 14 �F } 3.84 f I ® ( R.09 THRU - 0.17 i 2.35 -*-1 0.16 WHRU ��� 0.19x.20 Nom■ _ TRUE R.20 FIGURE 26-FRONTIER SCENIC GLASS BALUSTER STAIR ADAPTER PN 126.1(USED WITH FRONTIER BALUSTER PN 116.1,SCENIC BALUSTER PN 123.1 AND CONNECTOR PN 125.1) EDP 545 E.Algonquin Road•Arlington Heights•Illinois•60005 el Kamm intertek.comjbuilding tvaltaskerr Intertek Pcn-,n, Version:21 December 2017 SFT-CCRR-OP-40b , , Code Compliance Research Report CCRR-0161 Page 22 of 24 31 = -I 0.15 MU Ar`R.16 X Br c . , 4nnINEMMENNO ~•3.66 _ .80 , ( .31 } I I 1.40 I 1.40 T ` .35 1 '--.34 4.50- .. L-.97 -"- 7.36 FIGURE 27-CONTOUR GLASS BALUSTER CONNECTOR PN 127.1 (USED WITH CONTOUR BALUSTER PN 124.1) 0.65 11111161 auk- 45 j 67 `� 1.33 1` .27 f 1 TRUE 0.17 0.16 0.75 4.50 212 -.{ .45-.1 14 [3-141 4.00 3.29 1 1 I TRUE 0,17 TRUE 0.17 i-.--, 2.30 I 0.16THR0 iiii-�. 0.19T21 VI11A11 . 1-1RUE 0.40 FIGURE 28-CONTOUR SCENIC GLASS BALUSTER STAIR FIGURE 29-FOOT PIECE PN 105.2 ADAPTER PN 128.1(USED WITH CONTOUR BALUSTER PN 124.1 AND CONNECTOR PN 127.1) 545 E.Algonquin Road•Arlington Heights•Illinois•60005 intertek.com buildinRACCREDITED Grikahritim Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b . , a Code Compliance Research Report CCRR-0161 Page 23 of 24 +1 ii ►��1 1�+�►��$ i .52 .73 /'' - ‘11; ° } � �� 40.03 .27 4rAwoodpod and I. .�6��� L ����i.6 i 16 dumiMmpoet # .1..v.SECTION A-A 0.18T.73 01.33 22A deg 0.37T.39 eaeka 0 108 PN148.1 N118.t 0.77 use WacketPHI iat A i i ii Ni A with 22.6 dsa eggte wedge NR PN 119.1 ., . : , - , ,, 1111 , , ,. .: .„.,..., ..;..::„:„.„,,5„,,,:,:,,,,„,:,,,„,,,,;,„,,,....,4,...,,... , .. .: ....,..v...:..,,.., MI/ 11111111 tmlf:v ‘w41. 0.62 4 `; s 4 dir *-rfr. x.37 x -. ,.sem-A Y' . 0.18 FIGURE 30-SUPPORT BLOCK CONNECTOR AND DESIGNER FIGURE 31-DECKORATOR RAILING SYSTEM 22.5°ANGLED BALUSTER CONNECTOR PN 107.1(USED WITH FOOT PIECE PN RAIL ASSEMBLY 105.2) -... .... v_.r� . -.s�,ipS1..r, mv..... 4 .�..^4'•...... .... ...Yx<..s'�v....-+,-.-.r.` .....-_«r..P rx:.a.-._ ... c+n+.___ .g.. � .. _c_.. �-:'S!':...:-..;c-x.._.-. :...... ( ) i1j 545 E.Algonquin Road •Arlington Heights• Illinois•60005 intertek.com/building ->` CCinatli taattinot Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b I J ei Code Compliance Research Report CCRR-0161 Page 24 of 24 2.793 - 1.450 988 I 1 1.348 .. C]I$ .514 j r b, 1. 78 1113.981 }b 3.933 B ■ 8 3.933 1 89.29° No a Y f I ' .. .489 L. ______E 'r- t' 1-e-- -1.946 i-I A A .9887,,,<„, 0.17; �-2.037--0,' } ..,,,4_lit 1743 1` 89.00° .118 0.354 ,410 1.910 SECTION A-A 1.946 i .059 J 1.444 -_- 4LII 250--'1 #���.� 0.394 1.1- 1.205 I-+- - ' 24 -,-__ 1' R.D24 w. UNC BIO 00.165'Dia.) .492 039 3_/oT it R.063 .110+- .047 --I t"".039 A52 A .020 �� .047 .039 f %�f�.�.���`/.�/ t J"\llIllIll/ 0.369 -- 0. 7 0.260 0.3270 (8.374 0.297 .. ... 0.7. �.51r �J qv,. /"/44 Pion view of hross CMp aed,ggross Insert A SECTION A.A Front view of brass Miert UNC 810(0.166"01o.) (os 45 degree ongl°odapler FIGURE 32-45°ANGLED RAIL BRACKET ADAPTOR PNS 145.1/146.1/147.1 OD545 E.Algonquin Road •Arlington Heights•Illinois•600050 intertek.com/buliding 30:31:11)110 e. Intertek PCA-101 `C1O1 Version:21 December 2017 SFT-CCRR-OP-40b