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Plans (2) /,7457-JoZ0^d dd.S5 /nopd cif/ /¢ -e_rge sr- LOORS z STAGGER FASTENERS V IN 2 ROWS 0 OO 0 pQ 5.5"MIN.FOR 2 X 8* *DISTANCE SHALL BE PERMITTED TO 5"MAX 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS ® ® 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS 41 TO ATTACH 2 X 8 LEDGERS TO 2 X 8 2"MIN. �i BAND JOISTS. LEDGER LAG SCREW OR BOLT 3/4"MIN. For SI: 1 inch=25.4 mm. FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS EXTERIOR SHEATHING EXISTING STUD WALL EXISTING 2x BAND JOIST OR ENGINEERED RIM BOARD If 2"MIN. "J ',N DECK JOIST 15/e"MIN 5"MAX. MI)A. ,,iisu,.a.., LAG SCREWS OR BOLTS I 2"MIN. rap. WM Dow -NOW FLOOR FRAMING ' p o o' ooa 'a—o JOIST HANGER ' c O o . EXISTING o a o FOUNDATION WALL o � , • For SI: 1 inch=25.4 mm. FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS R507.2.2 Band joist details.Band joists attached by a led- R507.2.4 Deck lateral load connection. The lateral load ger in accordance with Section R507.2 shall be a minimum connection required by Section R507.1 shall be permitted 2-inch-nominal(51 mm),solid-sawn, spruce-pine-fir lum- to be in accordance with Figure R507.2.3(1) or ber or a minimum 1-inch by 91/2-inch(25 mm x 241 mm) R507.2.3(2).Where the lateral load connection is provided dimensional, Douglas fir, laminated veneer lumber. Band in accordance with Figure R507.2.3(1),hold-down tension joists attached by a ledger in accordance with Section devices shall be installed in not less than two locations per R507.2 shall be fully supported by a wall or sill plate below. deck, within 24 inches of each end of the deck. Each R507.2.3 Ledger to band joist fastener details. Fasten- device shall have an allowable stress design capacity of ers used in deck ledger connections in accordance with not less than 1,500 pounds (6672 N). Where the lateral Table R507.2 shall be hot-dipped galvanized or stainless load connections are provided in accordance with Figure steel and shall be installed in accordance with Table %j, ,lithe hold-down tension devices shall be R507.2.1 and Figures R507.2.1(1) and R507.2.1(2). installed in not less thanrfour locations per deck, and each device shall have an allowable stress design capacity of not less than 750 pounds(3336 N). 2017 OREGON RESIDENTIAL SPECIALTY CODE 151 FLOORS / / HOLD-DOWN OR SIMILAR TENSION DEVICE FLOOR SHEATHING NAILING AT 6"MAXIMUM ON CENTER TO / JOIST WITH HOLD-DOWN + + I N 1 + + DECK JOIST FLOOR JOIST / For SI: 1 inch=25.4 mm. FIGURE 507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS SHEATHING NOTE: SIDING THIS DETAIL IS APPLICABLE FLASHING FOR WHERE FLOOR JOISTS ARE WATER TIGHTNESS PARALLEL TO DECK JOISTS. DECKING • 1III Tpp APPROVED JOIST HANGERS 2"MIN. N ACCORDANCE WITH TABLE R507.2 —i HOLD-DOWN DEVICE MIN 750 LB.CAPACITY FLOOR JOISTS I AT 4LOCATIONS,EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24"OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED'A"DIAMETER LAG SCREW PREDRILLED W/MIN.3"PENETRATION TO CENTER OF TOP PLATE,STUDS,OR HEADER. For SI: 1 inch=25.4 mm, 1 foot=304.8 mm. FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS 152 2017 OREGON RESIDENTIAL SPECIALTY CODE Helical Pins 2 Car l'i at 12 O.C. I 0 . :4E2-1/16" I I 1 1-1/4"-P- i 1 1.5'/...1,-C) ,51.•s; i-\ 2-C1 C.-t-c'':51- ki..."1 i —11 18, 2"Joist -1 i•:;.?-2,.Li -› -41 14‘ --)v- 44-0.067" -0.0451" ., -4-1-1/4"Track 8 0a-a{ en / 9016" ',._. ri:..... pg_c-- D ,S e__ R_Sc:77 . a 4 Single Box Beam 1-1/4"Track 1-5/8"Joist 3.4_,J2._ 32. dit , I-1 DLLs E ..1, ,d pf .rack i ai 1 8 La) 7- ifs i% <----p. ---..........._ 1 A i‘, 1-1-----.4"------7------7- 1 1 Ic4 P 1 Trti. millse" ii ,. 1 .. ' I • )5/g 'tejm4 ,i. •1 -to. Y.,6 Sincjit,lop/. be,•In ti-O—P• Y._ . _ ..... cm Se,- Dan..1) I --0.-- 1 tt I it it tt tt Corte.Pe_hz..-eft r coriertN,pit( ; coneak pier =.2g ,. li 0 .2tv2ii X* _ ._ Nir '.21 8 1 . k Ill" . ..''.. I. 9 v ' L _ r.cor / 14‘ ....5-e-e-;Dti-c1;‘ 14- 7 Se.i lman deck 132(0O 5t.3 I-ka2e.lcres+ Wa-y +}"egi. 713ac-el, 012 1.2-2L q'- 1-I,64-4.DRA l L=1 c 1 11se 4J$ 5y ewt Li fit} e i camp 457 Pons 11 Alto*In I4/'9X ( J•c -7 43-5 \ Qe A stny�c bays �2iA i ( p f J b2�m �a2 fH'}�.Gh'htn}� -fir �-oo Low -;r���- . Si-ze I Post "4--.(3i X 3 i) H "4-1, C-a awls 55 conex.¢;#Z pLef • in3 '1 o l De j GLt I a L-e-dc e - A ackinen 't Se_1\'Yticun C ec�k l 3Z Ce0 5/3 1-10L-zs C-Ye b S+ li'J j I o D.G, i9Ard 01.' 9-122-4 I 1 i% O Oj`• 2� t a c Q fliS L l '1 Lct�tefa� 3 up cot- 1 1� I i0 C.G. l4- X $'1 Track n 0LiSPi SFee-t 5veip .Sc:re.i,Qe.gl 40 661lov-n cT eocim fo►s- - i \ j SFee t 5t�a� 5P.2-c.5 CS (( Z Iy ltasu. Zmay S� aie : u 1 3-e1mo,n Dec 13ZLe0 5k.' ►roa.elcxe.5} VJar fp,, Tiy.rob, O . q-- Zzi ATI—ES Code Compliance Research Report CCRR-0186 Page 22 of 27 „..-------....--- /e...i-C,C l lh r Trei MellatiottaV track rim plat. Secu,e usata Teks Seect or XEQ*10 x 3/4'(19 cm)sea-&i ling fasten top end bottom of beck t rujoist Tetra Sept or XEQ 410 a 3/4'119 on) Tree Elevations /seIMnesdiwrm joist ream blodm festaer 7YP. Deck boards Tales Select or XEQ P10a 3/4'D9 cm) sea-drilling fastener thru beam 9 / 771 , , ' , ')f; -. 1 f ;e)rmasem0 Rex Elevations joist block over beam every thee bay. e—.Silk, box bean-Dropped Use Rex Elevations pat Mr blocking VDZ or equivalent Teks Selector XEQ•10 a 3/4'Q.9 srn! r selhdrllingfastenrTYP. -�I, iF r equivalent _ _a o I 0 AU}Z O 0 LPG2 or epavaknt F— - I L 64-z2..1 Po* E3 i '-3 z.� /6" +ht z.l_ ps a l t s Box Beam Figure 10-Box Beam to Post Detail-Dropped Beam Construction Architectural Testing 130 Derry Court• York, PA 17406 717-764-7700 www.archtest.com " .yATI-ES Code Compliance Research Report CCRR-0186 Page 19 of 27 (243.8 cm) as" (121.9 cm) 1 M , irfspart blockn `. at every bay \\ N Blocking at 1 Q F� every other bay . 01 `, 4100401#1,1w. '11.4%ft. 1 _..! I L. i °i Tie Elevations joist L70Z or equivaientTYP. / S e Ttex Elevations joist Ttex Elevations joist blocking Figure 6—1-5/8 Joist Blocking Details Architectural Testing 130 Deny Court• York, PA 17406 717-764-7700 www.archtest.com D *&61 -3 r-_' ATI—ES la - Code Compliance Research Report CCRR-0186 Page 25 of 27 ((Tree Elevations*joist �/ '/"aaad you //-�� �` roe ratimstrrk r i .f �l�rt 1 .F. • (4g�) • 0 Joist biorkentire --`.tdtlr of levy 1 + - � l /��an,=ss IS2 an) I ilk," age -41, 111114`,.. _ _______ Haan rap F / '". Trct E)aratmnsr Tax Devotions DETAIL 8 trod[ran pate track ran bat tap Pail post=wai gbek lateen+ Tilts Sdoct^or PE°010 a 3/4.(1.9 any fret abiock nstrrk /{rai/ingtnod: sd}dd6argtata,cr TYP\ / Sears trsknm bnsYm using Tile Sdact 9 Tree Ekvatbusjoist 00 MOIL Ittir09ram) Tree Oerntl°ns gist sct-trtahgtaseener ‘414 \ i thru topand bottom at tract+ '1 sn-ot>e� 1 alms*UV(SOS1 ` 1 1 aB l�l Tram Deadbeats track run toast cap UO2 or Tres Donlan&track COMM Mt Rai pact ra bog plonk TYP 'a I ) Sastre posit°rm i ) `�b M U at w o,) i f! 11-3ant S oral 2 lr carnage both Ale - - -'fr 1 _-- I See Detail Bfor ea r trott pattern t I t lobo of p .L—y `A 3astblock / * 1 antve width of m9 Teks Solace or 7SE0 M9O a 3/4•()9 ca) sed-drn;rit fashiner Tw Tres E)aroanms track ren p{abe Corner Condition Figure 11 —Rail Post Installation Details(continued) Architectural Testing 130 Deny Court• York, PA 17406 717-764-7700 www.archtestcom A. ' ATI-ES Code Compliance Research Report CCRR-0186 Page 26 of 27 zRal l post or Tree rodlike; tomb TYR block j0111L'''.›..„..:14 (23cn) Rail a- -,..._� �, peat Joliet block aMht• 0 �> a (2)1/2"s 6" • "q /S3 cm s 15.2 Cm) >/ • V/ catnap:bolts Tr c El ul phits 1 ©A Seek Sulphite \ moon A Raiff post moontiyc Abolt patt¢m r_—Tres Eleoatkars j:kt Talks Sel:d"or Velmi0aelhds 3/6"iins Tom Elereationsjoist(L9c ) taclaner TYR /r railing di trackY/t Se 1 Al It. .tom. AA es \u0Zar I eqo pment .. TYp. po np r Boa 0 ro n 0 0 //� fit T€SS Select Q7 See DebaA for / Rall post Joist biotic xio ela a 3/6-(19 cm) bolt pattern / :roll Moth sel Msog tastenerat / of tmy ea_e::etie mina^M Tre s es[lavofbos Seam post to rim jelst with xs track rim plate (2)112'1,6'(t3cm it l 2am) cards*bolo Front Plate Condition Figure 11 —Rail Post Installation Details (continued) Architectural Testing 130 Derry Court• York, PA 17406 717-764-7700 www.archtest.com 1 5 {{�� • D.e.Fe -� ATl-ES Code Compliance Research Report CCRR-0186 Page 24 of 27 :„:"............„.. .. .„,.., ....4--- L. of 1 yeq`f.aimt / (2s an) alai last TYP.-� R� r , E (1.3rn+x1S2 cm) vI� ANOn14ts 1rIII (.I 1 1-- I a 1 hot EknationsK (2.5cm) "cl �,`� track blocks eiztcap d Trail Ela ativa DETAIL A tract maim blocks Rai W+t ma:vrtiv,bait walla Tres Bantions joist Tab Select'.a Tans Elevation Trask %EQ/10x 3/4' robing block '\ (10 cm)self-0ralinrt l fastcnaTYP + �Si 1 0 wb Rail past L702 or agvivrimt TSP. S-Oats)A to bolt pastern Trot Elevations track.� rnbirf(bladr1111C in '�-- �'" __Tiex m Etamtio c .`_ =r traekrin lost rap fq { l Trax Ekwtlms job* -' Sacerepost to tlmjoist with(2)I!2-x6' II-3 an x 82 cm) qe caral:bolt: 410 • \ it _ - w Oj♦i Secure track lin tort cop using Tole Selector%EQ r •to!O x 3/4."(1.99 am)rdfdrika I taataea lama top arid Sedan of trail 812'(305 an)0. . r MOM soap of joist Trot Elevations track nirr„black Outer Joist Condition Figure 11 —Rail Post Installation Details Architectural Testing 130 Derry Court• York, PA 17406 717-764-7700 www.archtest corn �.-t-G► l ik ATI-ES Code Compliance Research Report CCRR-0186 Page 18 of 27 • Table 7—Component Fastening Schedule—Metal to Metal Connection Fasteners 1-5/8 joist to dropped box beam (1)#10 screw from joist bottom flange to dropped beam top flange 1-5/8 joist to flush box beam Simpson 16 gauge L70 angle bracket wl(8)-#10 screws (1)-#10 screw into top and bottom flange of 1-5/8 1-5/8 joist to continuous track/ledger joist+ Simpson 16 gauge L70 angle bracket w/ (8)-#10 screws 1-5/8 joist to continuous track(front plate) (1)-#10 screw into top and bottom flange of 1-5(8 joist Non-Hurricane Zone:(1)-#10 screw from Joist blocking to dropped box beam blocking bottom flange to dropped beam top flange Hurricane Zone:(4)-#10 screws from blocking bottom flange to dropped beam top flange Joist blocking to 1-5/8 joist Simpson 16 gauge L70 angle bracket w/(8)-#10 screws 1-5/8 joist to continuous track(outer rim) #10 screw into top and bottom flange of 1-5/8 joist at 12"on center 1. Fasteners shall be#10 x 314", 16 threads per inch,#2 drill point,corrosion-resistant, self-drilling,self-tapping hex head screws. 2. Quantity of fasteners indicated for Non-Hurricane Zone is based on the following parameters: Kz=0.90; Kzt=1.0; Kd=0.85;V=90 mph; I=1.00 3. Quantity of fasteners indicated for Hurricane Zone is based on the following parameters: Kz=0.90; Kzt=1.0; Kd=0.85;V=150 mph;I=1.00 Table 8—Single Box Beam to Notched Wood Support Post Fastening Schedule Location Fasteners Non-Hurricane Zone (2) 1/2"diameter, 8"long A307 carriage bolts (4)1/2"diameter, 8"long A307 carriage bolts and (2)Simpson MSTA18 post to beam connectors. Each Simpson MSTA18 connector shall be Hurricane Zone fastened to box beam with(5)-#10 screws and fastened to wood support post with (20)— 10d nails 1. Wood support post shall have a specific gravity of 0.50 or greater. 2. Unless noted otherwise,fasteners shall be self-drilling,self-tapping hex head screws. Architectural Testing 130 Deny Court• York, PA 17406 717-764-7700 www.archtest.com 5e.1l naY. dee 13z a .StJ i+41ze,1cresf 1%.:G.y T� rcl� C2 q r Z De—A-Q:1 ik 7 rrcn'i 1`-` 1-5/. K 8 Fascia. I s,a tz box I &fl 31-ec,1 post -to S°YPo:r Roof stEQ-1 +o SUepac1- deck. i 4 TIfRt) Sc •T— 2'in 1(24i, X ZLt Gin&• bier