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Plans (69) BUP2O15-00361 BU P2015-00362 BU P2015-00363 BU P2015-00364 BU P2015-00365 BU P2015-00366 BU P2015-00367 BU P2015-00368 BU P2015-00369 BU P2015-00370 BUP2O15-00371 Holes For RFPI®-Joists Used In Residential Floor/Roof Applications I IOL: CI IART -MINIMUM DISTANCE FROM INSIDE FACE OF NEAREST SUPPORT TO CENTER OF HOLE Far Rimboard GENERAL NOTES Waist Joist Span Round Nolo Diameter(In.) / vertical load ca achy 11 --..` RIGIDLAM'LVL Beam 1 2x plate flush with Minimum distance from inside face of support to the center of hole. See Hole Chart. Copih p•>ae- adjust i P inside face of wall IMPORTANT: PLEASE REVIEW THESE MATERAIL PLACEMENT DRAWINGS CAREFULLY. THEY S1011111111111116. see Rimbaard I Joist or beam /� (in.) Iwtbn mails 2 3 4 1 6 6 114 7 e 11-S/1 9 Ie 10.314 11 12 ,2.714 Blacking f1LF Table REPRESENT THE FULL EXTENT OF THE MATERAIL WE ARE PLANNING ON SHIPPING / Min. 2x dia. Factor IrSinimum0is!aneefrom InifdeRae.f Nearest Suppello4nterofNoTe;tr-In.) I 7 In Figure 2 ' See Note 11 on page 11. E == JI .„...7 ' . SHELTER of larger hole p RrP12o 11.$8 0 7' o'-e. 2'-0• 3.6 5.4• 3-9 �� One 8d nail at to and �-� i1. SEE DESIGN CALCULATIONS FOR INDIVIDUAL MEMBER BEARING REQUIREMENTS, OR � /r-bottom flange 5 - ' I PRODUCT LITERATURE PROVIDED. RFPI 405 13.23 I'-2' t'•T 3'-3 4'4 3.9 0'.3 �� /r INC PRODUCTS . 2. SEE DCA 3 DOCUMENT SUBMITTED WITH SUBMITTAL FOR FLOOR/CEILING FIRE ASSEMBLIES. _ • _ RFPI 400 14,48 I'•4' ?'•I" 3'-3" 4'.9' 6-4" 6'•9' yr Z • 3. SHIPPED MATERIAL DISCREPANCIES MUST BE NOTED ON BILL OF MATERIALS. SP1 MUST BE RFPI 4D 1475 0i•R' ]' 11' 3'-2' 4'9' 6-6" 6.11" - Top-or face- ° oil. ,M NOTIFIED WITHIN 48 HOURS OF RECEIPT OF GOODS. 1490 E Gideon St r P• RFPI605 14,17 2-0' 3'-3' 4'.8' 6'•1' 7-T 8.0' V ° mounted hanger 4. SHEET ROCK STOCKING/LOADING MUST BE PLACED FLAT ON FLOOR PERPENDICULAR TO I- �� _ shite ao 3/4x RFPI 70 15.33 I'-1' 2'-3' 3'-10" 5'•6' 7.3' 7'-8 /' ,$"„.. installed per hanger`' JOIST SPANS.NEVER PLACE SHEET ROCK ON END PARALLEL WITH THE JOIST SPANS. 0 0 ' + i : diameter RFPI20 12.67 0 7" a Er a 8' 1'9• 3 4' 3 9 5'0' b' 10' 8'0• - � ' Attach RigidRim'$' i manufacturer's recommendations `' 5. ANY WEB STIFFENERS REQUIRED ARE BY OTHERS.WEB STIFFENERS REQUIRED AT FACE- Portland, OR 97202 • . Rimboard to MOUNT HANGERS ON I-JOISTS IF HANGER DOES NOT LATERALLY SUPPORT I-JOIST TOP RFPI 405 Li 17 0.7• 0-10' 1'-10" 2'-11" 4.0" <•.4 5'.2• 6'.5' 7'.11" t, For nailing schedules for multiple FLANGE,OR IF INDICATED BY ENGINEERING CALCULATIONS, PRODUCT LITERATURE,OR Phone: 5031;872-3600 , , IIIItop plate using RIGIDLAM" LVL beams,see Fastening � RrPI 400 14,75 17.7' cr-H' 1'•" 2'-11" 4-4" L•0 3'-13' 7-a" 0'•10" ach I-joist t0 8d box toeHalls Recommendation For Multiple Ply, Top-mounted hanger installed ENGINEER OF RECORD FOR THIS PROJECT. Phone: 888-4,40-3600 '•.....,,•••• RFPI40 16.42 0.7' 17.10' 2'-0' 3'•5' 4'.11' 5.3' 6'•5' t3'-2' 9•6' o plate with one 8d nail [a? b o.c. RIGIDLAM'"LVL Members below per hanger manufacturer's 6. SHIFT RFPI JOISTS IJP TO 3"TO AVOID PLUMBING DROP,TYPICAL. ll.,n• I Fax: 503-23$, 663 RFPI SOS 16.42 4.8' 1'•10' 3'-2' 4'•5' 5'•10' 6'-2' T-�' t1'-11" 10-1" ch side of the I-Joist at bearing Note: Unless hanger sides laterally recommendations 7. REFER TO THE STRUCTURAL DRAWINGS FOR ALL NECESSARY DETAILS,TYPICAL. 1 RFP170 16.42 0.7' P-0' 2'-5' 3-10" 5-6' 6'•0' 7'-4. 9'•4' 10-8" support the topflange,bearing 8. CODE REPORT REFERENCES (RFPI)I-JOISTS: (ESR 1251), GLUCAN: (Y 117). avoid splitting flange, install nails a minimum of 1 /z tfp 9 9. ALL 24F-V4 GLULAMS BEAMS TO BE HIT AND MISS APPEARANCE GRADE. RFPI 0.05 1 R Sn 0'.11" T.4' i'-1(1" 5'.a" F'.]1' 7.a' R'.i 1(.4" 11'.6` stiffeners shall be used. (see Figure 1) 3: . en end of I-Joist. Nails may be driven at an angle10. ALL 30E-E2 TO BE INDUSTRIAL GRADE. • ❑ KnocL'' ''''-'1----' kouts: See notes 7 and 8 on page 11 . DO NOT hammer holes in webs except at knockouts. tit leo 21.08 0-7' 1'-4" z'-9' 4'.4' s'-,1' 6'-4' r.; 9-s" ,o'.10' avoid splitting of bearing plate. z w ¢ s o -1\1RFPI20 12.67 0-7' 0-8' 0'-a• 0'-9' 0.9" 1'-1' 2'-3" 4'-2• 5'•4' d'-1" 8'-2• 9'-11' u n ¢u! KrIi 4u3 16.42 u-7' U.N' 0'-8" 1'-4' 2-5" 2.4:1 !'-6' 4'-7• 5•S' 6.-u" ''-/' 9•-4' US w w 0 i- QQa How to Use Hole Chart Optional Hole Calculation: RFPI 400 14.75 0-7' 0-5' 0-6' 0'-9' 1'•11• 2'•4' 3'•7' 5'-3' 6'.4' 7'-0" 9'.0' 10-10' a w z m a D m p Never drill cut or Hatch the flange or aver-cut the web. Holes in webs iriW aaa0 The Hole Chart is based on the I-joists being used at their RFPI40 16.42 Qa' a.e' o•a' 1'•3' 2-7" 2.11^ 4'.2• s'•11' 7'.0' 7'•9" 9'.8' 11'.7' �� r w F u r 1 . Reed across the to of Hole Chart to the desired hole size. 14 } m D LOU) o z 2. Fallow this column down to the row that represents the I-oist depth end designation, maximum span. If the I-joists are placed at less than their full RFPI 505 1642 0.7 0•B' 4'•8" 1'-8" 3.2" 3'•6' 4'•9' 6'-5' T•9' E•4" 10'•4 12'-2' / 4)�� 1 should be cut with a sharp saw. Far rectangular hales, avoid aver-cutting vi a o w m re m a o P P g allowable span the minimum distance from the centerline of the r P17n 1�sa2 a.T a.s' cr.a' r-b' 3.1" a.6' 4'.lr ba r.9' s.6' 10.11• 12'.l r' SEP 1 4 r v; w ¢_ °eL N This number indicates the minimum distance from the face of the nearest support to the20I6 _ PP hole to the face of the nearest joist support(D)as given above RFPI SOS 19.92 0-7' 0'-9' 2•-2' 3.-7' S-1• 5'-5' 6'-7" 8-5' 9'•7" 10'-4' 12'4" 14'-0' 1, the corners, as this can cause unnecessary stress concentrations. Slightly w U cn r a centerline of the hole. 1- u, m be reduced as follows: R1-19 90 22.17 0-7' 0'-e• 1-•3' 24 r 4-7' 'r'-i• 6-3' 0.3• 9%5' 10'-2• 12'-3" 14-0' CITY 0 l`IGARD = W W h CC 0 _'Z Example: Need a 4171-inch hole in an 11 -7/8" RFPr-400 joist: RFPI 405 16.4'1 U.!' OAS' OA' v-9' 0-9" 0.1e. 1'•5' 2'•9" 3'./' 4'.I" S'.6• 6'•1' r•t1" ti.-9' 17-5' I ` roundingthe earners is recommended. Start the rectangular hole b drill- s I w g reL._ u-a w ° • g v l�C�IN DIVISION tr m a , g From Hole C ha rtL RFPI 400 14.75 0-7' 0.8' 0'•8' 0.9' 0-9" 0.10" 0'•13' l'-I l' 3'-1' 3'.10' 5'-11' 7'•6' 8'.0' 10-4' 12'-:' a ce C7- a o z adkal • n =�"=1 - K D RFP140 16.42 MT 0.13 0'-8' 0%9' 0.9" 0.10' 1'-13' 3'•5' 4'4' S'•2" 6'-11" 8'-5" 9'•0' 11'-5' 13'-4' �/ Ing ❑ 1"-diameter hole in each of the four corners and then make the coda- mop ZQ a j=a For 4-Inch round hole, the minimum distance 1s 1 - 7 . SAF �� 0 -N r X w 2 <X I-0 • Fora 5-inch round hole the minimum distance is 2f- 11". 16" RFPI 505 16.42 0•T Cr-8' 0-8' 0'•9' 0-9' 0.10" l'-13' 3'•6• 4'•6• 5•2" 7'•3' 11'•1I' 9'-6" 11'•10' 13'•5• �� z a E Z- 0-'"g :121j o ui o + ," cuts between the holes to minimize damage to the I-joist. �' ¢Uo 2(°w Where: r�Pt7o 16.4a o.r a.s' a.a• a.9" o.o" 0-l0• r•1• <'-r s'.6• 6-4'� a•_r la-s• 11'-a• 1:.6' Is'-4" ¢� • Therefore the minimum distance for the 41/2-inch round hole is 21- 3" (halfway between Rim SOS 19.92 0•T a•a' a•9' 1'•2" 2'•10' r-3' 4'•6" C•3' T•5• D'•1" 9'-1 I" 11'•5' 11'•11' 1�.3' 1S-_' ga Fn z 01 2 Z a_m ui 1 -7 and 21-11'). D = Minimum distance from the inside lace of the z0 Cc6.- o (.6.--.163 eJu�n1 nearest joist support t0 center at hale reduced for RFP190 22.17 0-7' 0'-s' a-8' 0•-10' 2-9" 3'•2' 4'-r 6-7' 7--10' 8.7- 10'.8" 12.4' 12'-11' 15'-2' 17-1' z o F-r o r o 0 6-o r r a o cc z Notes: loss•than-maximum span applications(ft). 2 z g D z w 6>-_1°w Lt o'g a¢ 1. Distances in this hale chart are based on uniformly loaded I-joists and allowable I-joist "z w o m cowl a w z o I w i-o reaclionswithoutvveb stiffeners on minimum required bearing lengths. This chart I-,,.J.,, = The actual measured span distance between the GENERAL CONTRACTOR NEEDS TO CONFIRM ANY FLOOR OPENINGS REQUIRED FOR aa-aw��ci,ul 1.002' conservatively accounts for the worst case created by the allowable simple or mull- the faces o supportsu(ft) (for multi-span joist,use for woo ¢ mm ti le floors ansshownelsewhereinthis uidealon-centers acin sof 12" t6 MECHANICAL DUCTS/CHASE. PLEASE MARK ON LAYOUTS WHERE OPENINGS ARE 5.a°Jallow.N w WAN= p P 9 P 9 w w�-'¢auii=.a .m .,r 19.2" and 24" with floor loads of 40 psf live load + 10 psf dead load or 40 psf live SAF = Span Adjustment Factor giver, in chart. a Luso a g ¢mo-2 o a d u N o load - 20 psf dead load. Holes in conditions that fall outside of the hale chart REQUIRED. SHELTER PRODUCTS NEEDS TO KNOW ANY CHANGES IN FRAMING AREAS 2coa[00 Jmrowo- 5..>- parameters (Including the use of web stiffeners, longer bearing lengths D = The minimum distance from he inside face of a m r z o u-1 x W ZU 0 o a uj O z or other loadincondhions maystill be accetable. The most accurate FOR DUCTS BEFORE ORDERING ANY MATERIAL. IuL1 '-'Z I_ i+ 0 w<n-oz method of determining the ace iabili of a p hole is the use of the nearest joist support to center of hole from Hole r F a°it a w=6 m w o a z-or w g 9 p 1Y givenTM, Chart above. W.:)-22L-16%2� � ozs °- appropriate software (e.g. Simpson Strong Tie Component Solutions ) or x c�. o Engineering analysis for the actual condition. l.a��d tum= o z z o W z o ui u.2 If is greater than 1.0,use 1.0 in the above calculation. c' °o s 5 m O 2 'i °3 1 2. Hole location distance is measured from inside face of nearest support to center of hole. SAF woo:c13- _R-o cu z u. 3. SAF = Span Adjustment Factor for optional hole calculation, used as defined on this page. a r a:Jaz z 8 w cn a z z z o�-¢1 QW�2z2aDaQDY ,20LA1j aM:o w 2Lu O�UOF o=O oQZU I- < a000OdmVF 0. I crc O a=LL-ILLwNw}wlzW W2W2' Q JW01-i, r Q1- ?r11zcu 7 aW¢ttv�r� }}us rOx li r ricia in ce r-3a] z w O ar ,- _ // /---, / REVISIONS: ( q) (B( C (D( (E( (\F( REDLINE REVISIONS 8/24/16 • 183' 1" 37' 7 1/4" 8'0" 45' 11 1/4" 45' 11 1/4" 8' 0" 37' 7 1/4" -i r - / / / / TYPE Al MATERIAL LIST FOR (1 BLDG ONLY) PlotID Length Product Piles Net Qty BASED ON PLANS DATED: 333 13' 0" 11 7/8" RFPI-70 2 16 328 27' 0" 11 7/8" RFPI-70 1 48 STRUCTURAL 329 '24' 0" 11 7/8" RFPI-70 1 40 CONSTRUCTION SET O 330 18' 0" 11 7/8" RFPI-70 1 28 05/09/2016 ]31 17' 0" 11 7/8" RFPI-70 1 74 332 16' 0" 11 7/8" RFPI-70 1 10 LEGEND: ]13 27' 0" 11 7/8" RFPI-400 1 34 Detail Reference Z3) ]14 25' 0" 11 7/8" RFPI-400 1 56 J# Joist Mark f"' ""' E g ]17 15' 0" 11 7/8" RFPI-400 1 14 . -- - -• # Beam 2 -- CA# Rim Bo ark - i ier. 320 12' 0" 11 7/8" RFPI 400 1 6 B ( .. ,. .. _, V .. „ - . .._ _ ., _ _ v» _ ,. .. .,m- .. .. 325 6' 0" 11 RFPI 400 1 8 and _ _ m m m I 7/8" M » - - m �,. •�,. ,. » � » .. » » ,. m m » » » » » » .. � » » - » m m m m m m m m m » � ._. » = 2 5 I I Z I I = I = S S S i x T S 3 uT S 2 uT T T 2 T I VS I VT S y= ' I I I = YI VI I y= VI lx VI L= YI = V= I 2 = V= x V2 y£ VS Ix Vi _ x x x x z uT = , II 11 m I ■rl (7)J9 ws Ls .rm m Vm-- ,.m Vm- m lo- m (7 Verify Cloud _--w.__.._ _ - + 9 - 38 12 0 11 7/8 RFPI-20 1 2 L » -;;� 24"D.C. _ _ _ _ _ _ = I _ _ £ _ £ _ 24"O.C. ��_ �� » - - 39 11' 0" 11 7/8" RFPI-20 1 64 F T I i I I I •I vi VI1 11 CALC- 1 " 310 10 0 11 7/8" RFPI-20 1 78 CL Construction Line CALC- 7 316 16' 0" 11 7/8" RFPI-400 1 72 BK# Blocking FB5 ti h. I • Bk2 2' 0" 1-1/4" x 11-7/8" APA Rim 1 212 ti FBO Framing By Others m m m b m 4 ; M ; m m m m m 4 1, Bkl 3' 0" 1-1/4" x 11-7/8" APA Rim 1 22 (g I x x x x x x •� pt r+l x _x x x x -x x (y . ;• "' ! - m •m t `m m`m , . ? m m .. ' 14' 0" BBO Beam ByOthers m In FB6 3-1/2"x11-7/8" GL3000 2.1E 30F-E2 1 8 .0' _ _ _ _ _ _ _ _ _ (4)4:1 i _ £ _ _ _ _ _ FBS (�" 1 ," .0 = :Irl LVL 1 6 (4WD (4)J� ( ) (4)4:O I iB5 1 (` f ' SBBO Steel Beath By Others c m . 1 t..C, 19.1;"0.C. 19.2"111.C. '9s"e.c. FB5 15' 0' 5-1/4" x 11-7/8" GL3000 2.1E 30F-E2 1 $ o CA LG- 8 w= Bk2 x e7 pBe. CALC. 6 o Q.z ;� I ! FB12 8' 0" 3-1/2"x11-7/8" GL3000 2.1E 30F-E2 1 2 CALC# Calculation Callous io(V = Bk2 Bk2 Bk2 Bk2 Bk2 Bk2 Bk2 Bk2 ¢"+ _ - » » » �,. » .. » » m ✓- _ 5k2 ek2 ekz ek2 5k2 Bk2 Bk2 Bk2 - 'z _= I = x _ __ _ _ � - -- BM2 4' 0" 7" x 11-7/8" GL3000 30F-E2 1 1 1� .kik:Bk:B eke T I x �I I I I I aka ekz ekz Trite f 'm "m m e ' B.2tt�a<21Aak'P 2 4 CALC- 4 CALC SA _ s x Bk2 Bk2 BIC Bk2 Bk2 Bk2 Mhz 2 = 1006 I I i TYPE Al MATERIAL LIST FOR (1 BLDG ONLY) I (5)429 (3)J� - r CAL 4 ('}•v- (7)J14 "� B "�` Kai, r B� Ix`r13 (1)41/3,-� < p)J23 __� Qty Manuf Product Skew Slope › 2, "0.C. 24" •.C. 19.t 0.C.a -E3 '❑ 4 0 19Zee.C. 24"[7.C. " 24"0.:.. o (5)429 t> PlotID 24" D.C. r o 14.2" O.t. 18.2 0.:. at a € 24" D.C. a - ,(9}�9s .4.t c+ (10).r + (10)410 -, ty = (9)41s H2 6 USP LSSH179 16 (R) CO ,(941 1).2. O.C. --fl in �' 24 a. . 24"0.C. H " 10.2. O.C. `� H3 8 USP LSSH179 22° (L) - C+ - H4 4 USP LSSH179 22° (R) - dL Nr. m m m m m m m m m' mm mmmmmmmm m . m m a mm �m m m m m m m m m m m m m mmmmnmmmmm\ 'r- w= = = T2II = 2IZSS = = = = = 2 = 2 wx = = = I I w= wi I I = wI -I wx .x x x I S S x x ^S x ^T x 2 = = 2 I = I E 2 I I I I I- .. F-.- .... S-- x 2 T x x x x x x x I I I I I I I I I S 2 H7 8 USP LSSH20-__ 2 - Z .T--_'T _--.. __-`._ .-....._ . . ., u V ._ .. .. ....�.. V- V ..... V.. ..V V V V V "i. V V V V V V "i2 V .y V �.V V� ..V _ ..V V V V 4.p., V V 2D �3 rn V» V» V ., .. ,. Vm ..m ..m Y .. ( _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ I T I "'° I x x I i I = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = H8 4 USP LSSH2O 22 (R) - » » » » » » » n n 'm• m m m m m m m .....gym m m m m "w m m m m m m m �,. ,+. _ _ £ £ £ i £ £ i = i £ £ z £ i x z = r 1 £ s i i i z x s i i £ i £ £ _ = i >: i 'z = £ C/�I^. W in (9) 10 H9 8 USP LSSH23 16° (R) - c 2 (1O)J10 24" .C. I HID 8 USP LSSH23 22° (L) - 1 _ H11 4 USP LSSH23 22° (R) I-- 4 za"o�c. m i - x (71.M3 soar (�t�� (7). 14 G o (7),I14 (L 3 _3) 13 H16 368 USP TFL20118 - - I 2. cc. ` ' "" '1 r 6 1 g.z a.c. -, - - lL '4 19.t O.C. ekz IA/ 6z t k2 Bk2 ekz I 19.14-0.C. FBs ilk �F2 yk! B,2 Bk2 Bk2H17 352 USP TFL23118 m m m a m �_r Akk2 Bk>�kz Bk2 = £ 1£ = x .= Bk2 Bk2 Bka _ _ _ £ = B� 2 H18 248 USP TH017118 - - . _ rt a Bk2 Bk2 Bk2 Bk2 BF2 Bk2 Bk2 Bk2 FOS-0°. • - 2 ,�Bk? Bk? 5k? Bk? Rh? Bk2 eke BO - � X i = I I I F 'I I £ I £ S .Y i i x i •`� (9)17B Bk2 Bkz }'` r H2O 16 USP TH023118-2 - - Q = B V }- _ _ /BB J F$ m .. (9)116 ly CITY OF TIGARD � W r 1 3.2' O.C. i� ; y)J31D (I)431 Ey ! (1)J:1 (R, ,0 It Jit r VI 11.2' O. B$ rr�� V J 2 / e I _I x T x I •x I I 19•t"O'�' 19.t"C.C. 19.2"e.C, 19 2 ( C,9Z"0.G. I I .I I = x 'I i = REVIEWED FOR CODE COMPLIANCE O C m m b m m m 0 m `N1 l li ! I tm �m • o I. �m m . Approved: [ !L (5)429 x x T I I I x £ 1£ 'I £ _ £ '2 (5)129 4 . 24" D.C. FB5 I 24" D.C. 7 OT�.. ❑ -0 IX {j)J29 7 w tis ; P < f�)J2a t• Permit#: w• - dre - l( y O ♦�{ 2."oc. '�`�' 24" D.C. G •9 2a" •Off. Address: r L 2 m w _ _ _ er rat . 1 J ... ( ).1 m m m m m m m ',1 m m m m m wx 2 w w w / Ct x x---"x `E} _ 7 9 S7 I I I I = Y wI £ = wI wI wx ;_.__---__._.. ._._........... ..-_._.._-... Suite 1~ 1 24"C.C. w w » » » » ,_ .- m m m m m 0 m m m m m » » » » » w ,. » ,. w ,. ,. .. m m ylYw m m m b m b m m n m m m " » f� .. » » y: Date: I S 2 2 2 2 x 2 S 2 2 I S I S I I I I S = S x S Z Z i T I x I T T 1 S = _ = S S 2 S I I I S Z i I Z F Ax nT x Ax 2 x AS w2 = 2 I i �. 4 w .. w A w w n n w w w w .. w w w w w w A w w w , A w w w w 1 - " ` ••• ^ .. ^ - » B w ., ... n w w w .. •w w w w w A w l ■ � 2222 ---. -- - - -- -- - ...^ VJ III Q OFFICE COPY iT Case# Address Building Closed Job#: 6050618 BUP2015-00361 13465 HAWKS BEARD 1 itf''li-- BU P2015-00362 13375 HAWKS BEARD 2 tl Date: 08/24/2016 BUP2015-00363 13295 HAWKS BEARD 3 ti j�11� (5> -_ f 1• In- Scale: 1/8" = 1'-0.1 BUP2015-00364 13205 HAWKS BEARD 4 xxilirpi. BUP2015-00365 13145 HAWKS BEARD Drafter: ZAK 5 lli�til� • BUP2015-00366 13351 HAWKS BEARD 6 tt k� I k.4. LOADING: BUP2015-00367 13215 HAWKS BEARD 7 t‘I'11l BUP2015-00368 13435 HAWKS BEARD 8 it I�I t� Live: - Dead: - BUP2015-00369 13327 HAWKS BEARD 9 h tM 1 eUP2015-00370 13225 HAWKS BEARD 10 O Corridor: :L/480 BUP2015-00371 13285 HAWKS BEARD 1111 } �(/O 'S\ `''" DEFECTION CRITERIA: BUILDING A1 - SECOND FLO R FRAMING PLAN tt1►�1 O�1 story community building and(15)garages. la\ `Gy`°f I v ,5QQQ-s ��,Q� Live: Total: L1360 Q- Of a+" Sheet G oar OF - ow Holes For RFPI®-Joists Used In Residential Floor/Roof Applications 1 110L-:: CI TART MINIMUM DISTANCE FROM INSIDE FACE OF NEAREST SUPPORT TO CENTER OF HOLE For Rimboard RIGIDLAM"LVL Beam - 2x plate flush with GENERAL NOTES 5/ 1-Joist lost Span Round Hole dlnnernr(In.} it b vertical load copaCity t i e i inside face of wall IMPORTANT: PLEASE REVIEW THESE MATERAlL PLACEMENT DRAWINGS CAREFULLY. THEY Minimum distance from inside face of support to the center of hole. See Hole Chart. Depth ItRsig- Adjust- D see Rimboard/I Joist or beam REPRESENT THE FULL EXTENT OF THE MATERAIL WE ARE PLANNING ON SHIPPING tint Ration Bent 2 3 4 1 6 6.114 7 I &um 9 10 10.0/4 11 17 124!'4 Blocking PLF Table - r Min. 2x dia. FanOr 111iMmumDlstansefrorn In1ldeFare•tFlearesfSupport l•CenlrrofH•le;it-,n.t \ 1 In Figure 2 B� �� l L 7 4f larger hole See Note 11 on page 11. srP1 zo t 1.;a 17 T a-tl' z'-o 5'G' S-4' S'-44 �: One$d nail ai top and I �� 1. SEE DESIGN CALCULATIONS FOR iN01VIDUAL MEMBER BE ARING REQUIREMENTS, OR tom¢ 11 RFPI4as 14.23 Y-2 r'-r 3'-3' a'4 5.9" 0-3 ~�,,` ,-bottom flange --- �,� rrwii- \ PRODUCT LITERATURE PROVIDED. PRODUCTS IN . . 2. SEE DCA 3 DOCUMENT SUBMITTED WITH SUBMITTAL FOR FLOOR/CEILING FIRE ASSEMBLIES. .!, '• .4 441/3" RFPI 400 1-0.08 1'-0' 2.•1" 31-'^ 4A' d•4" 6'•9' _ �� I 3. SHIPPED MATERIAL DISCREPANCIES MUST BE NOTED ON BILL OF MATERIALS. SPI MUST BE RCN 40 14.75 0.8' i' 11' 3 _ 4`9' d-d` d-1 I" Top-or face- �� `'� �'F NOTIFIED WITHIN 48 HOURS OF RECEIPT OF GOODS. 140 SE Gideon St 0 0 �� i ' + RFPI 503 14.17 2-0' 3'-3' 4'-8' 6'•1' 7.7" 8'•0 a1 _ mounted hanger \ 4. SHEET ROCK STOCKING/LOADING MUST BE PLACED FLAT ON FLOOR PERPENDICULAR TO l- �, ; i `~� ' installedhangerg JOIST SPANS.NEVER PLACE SHEET ROCK ON END PARALLEL WITH THE JOIST SPANS. Suite 100 3/4x aFPt 70 15.33 1'-l` 2'•3 3'-10" 5'•b" 7-3' 8' I � ± per ' % i diameter RI"P120 12.67 u 7' a a o 8' t' 3 4" 9 5'a 6' 10 e'a .� ` Attach RigidRim" manufacturer's recommendations 5. ANY WEB STIFFENERS REQUIRED ARE BY OTHERS.WEB STIFFENERS REQUIRED AT FACE- Portland, OR 97202 '� • I �� Rimboard to For nailing schedules for multiple MOUNT HANGERS ON I JOISTS IF HANGER DOES NOT LATERALLY SUPPORT I-JOIST TOP .F RFPI 40. 15.17 0.7 0.10 t'-10 2'•t 1" 4-0" s•4 �.. e.a" 7'-t 1" f topplate usingp FLANGE,OR IF INDICATED BY ENGINEERING CALCULATIONS, PRODUCT LITERATURE, OR Phone: 803-872-3600 I „, RIGIDLAM' LVL beams,see Fastening •�, .,• RFPI 400 14.75 0-7' 0-8' 1'.7' 2'•11' 4-4" c•a 5'-12' 7.5- 8'-10" ach I-joist to $d box toenails Recommendation For Multiple Ply, Top-mounted hanger installed ENGINEER OF RECORD FOR THIS PROJECT. Phone: 888-440-3600 � `-- I PI 40 1842 0•T 0%10' 2'•D° 3'•5' 4'•11' 5-3' 6'•5' B'•2' 9'•6' o plate with one 8d nail 6" a,c. RIGIDLAM LVL Members below per hanger manufacturer's 6. SHIFT RFPI JOISTS UP TO 3"TO AVOID PLUMBING DROP,TYPICAL. n•>'h" ch side of the I-Joist of bearing i recommendations 7. REFER TO THE STRUCTURAL DRAWINGS FOR ALL NECESSARY DETAILS,TYPICAL. Fax: 503-238-2663 RFPI50S 16.42 0-B' 1°-1D` 3'-2' 4'•S' 5'•10 6-2' 7'-e Il'-I I' 10-1" Note: Unless hanger sides laterally 8. CODE REPORT REFERENCES-(RFPI)I-JOISTS: (ESR-1251), GLULAM: (Y-117). / RFPI 70 16.42 0.7' 1'-0' 2'•S' 3'-10' 5-6' 6 0- 7'-.t' 9'-4' 113-8• 1 e support the topflange, 44:4:16%install 9. ALL 24F-V4 GLULAMS BEAMS TO BE HIT AND MISS APPEARANCE GRADE. I RFPI ROS 18.50 1'.11" 9'.4" 1'.10' S'.4' k.11' 7.4' R'.7" 1n'.a' I1'.h• vm end of I-Joist. Nails may be driven at an angle stiffeners shall be used.(see Figure 1) 10. ALL 30E-E2 TO BE INDUSTRIAL GRADE. cc • C7 t2FPI9v 21.08 aa' 1'-4' z'-?` 4'4' s'-1 t' a'-4' r 9 s 10.10' avoids splitting of bearingplate. _ w co z rn /� Knockouts: See notes 7 and 8 on page 11 , DO NOT hammer holes in web, except at knockouts, p g r Lu W a = - {� RFPI20 12.67 0.7' 0.8' 0'•8' 0••9' 0-4" I'd 2'-3. 4'•2' 3'•4' b'-1" 8'•2• 9..11• w C9 cy u cat. } I(r?i 4tA 10.42 V-/- u'-lr U'-8' 1'•4' 11-Y 7-11- r-6• 44' 5'.5.- 6•-0" r'_/ 9'-4" Iyy W O . ¢N 7 How to Use Hole Chart Optional Hole Calculation: RFPI 400 14.75 0.7' 0-8' 0-8' 0'•9' 1'-11• 2.4' 3'-7' 5-3' 6'•4' 7'-0' 9'-C' 10'-10' a w z p sou' I/ Never drill cut or notch the flange, or over-cut the web. Holes in webs LI N W 2 o W m The Hole Chart is based on the I-joists being used at their RfP14o 16.42 0-7' 0'-8' 0'•8' 1'-3" 2-7" 2-11" 4'•2" S'•I I' T.IY 7'•9° 9-•8• 11%7' F '.� � 5 m � w m _ u-n o 1 . Recd across the top of Hole Chart to the desired hole size. l 9 14 } , v ro z-r 2. Follow this column down to the row ihct represents the I-joist depth and designation. maximum span. If the I-joists are placed at less than their full RFPI sos 16.42 a•r v'•s' o'•e' 1'•13° 3-2' 3'•6 4'-9' 6.5' T•B' 8'-4" 10'•4" 12.2' ° ��,' should be cut with a sharp saw. For rectangular holes, avoid over-cutting al D m us x ai a o w 2 a Nae-z P I P g allowable span the minimum distance from the centerline of the RFPI 70 1642 0•r o'-fr 0'•A' 1'.6' 3-1" 3'.6' e'-15' 6a• 7'.9" 1a'-e° 1a-11' 17.11' / �` F re m_ w 0. This number indicates the minimum distance from the face of the nearest support to the hole to the face of the nearest joist support D as Ivan above RFPI aos 19.7Y a-r o-�' 2'•Z' s'•Y" s-1• s'-s' s' a-s �'-7• la'-4 lz'-s' 14'•0 , ,� } z re a a cn N I PP { ) g / the corners as this can cause unnecessary stress concentrations. Sli htl v; Lu Lu buy e centerline of the hole. rY Slightlyr w Lu 0 -I-o may be reduced as follows: RfP190 22.17 0-7• 0'-0' 1'-3' 2%11' 4-7' 5%1' 5'-5" a'•3' 9'•3' 10'-2' 12'•3' 14-0' :_i, U w w= us ❑ =7 z Example: Need a 4'%-inch hole in an 11-7/8" RFPI1D-400 joist: RFP1405 16.42 tl-�' 0%11" t1'-8" u'-9' 0-9• v-lv' 1'•5' 2'-v 3'•r 4-1" 5'-6• 8'-r TV n'-9' 17-s" rounding the corners is recommended. Start the rectangular hole by drill- o W a W° From Hole Chart, L RFPI 400 14.75 0.7' 0'•8' 0'•8' 0.9' 0-9" 0-10' 0.13' 1'•11' 3'•1' 3'-10' 5'-11" 7-6' 8.0' 10-4' 12'-::' I a o� O m o to a O g z �, D = °�`al x D j�1M ' in a 1"-diameter hole in each of the four corners and then make the " a 0 a m o 11 • Far a -inch round hale, the minimum distance IS l'- 7 reJuwl SAF RFP140 16.42 0-T 0.8' 0'-8' 0%9' 0.9' 0.10" 1'-13' 3%6' 4%6' S'•2" 6%11' 8,a" 9%0' 11%5' 13%4' rill1 l .44 g m a 01j;/7-- 111 r u 16' RFPI 50S 16.42 0-7' 0'•5" 0•-8' 0'•9' 0-9" 0-10" I'-1]' 3'-5' 4'•6" 5'•2" 7'-3' 8'-11' 9'-6' 11'•1 Cr 13'-S' I '` ljj z z z-5 c O"- O vi .0 • Fora 5-inch round hole, the minimum distance is 2- 11 ,,+°' a� ��-11-"` Where: RFP170 16.42 a-7• 0'_g' a-e' 0.9' 0.9" 0.10" 2'.1' 4.1' 5'.6" 6'-4` I•.7• 10-5' 11'_0' 17-6' ls•-4• %/ � cuts between the holes to minimize damage to the I-joist. icT)C601( .ac. 0 0 II u • Therefore the minimum distance for the 4'/2-incl round hole is 2'- 3 (halfway between rt N o LL1 r-7"and 2r-11"). D.du�j = Minimum distance from the inside face of the Rrrl soQ 19.92 aa' a'•v' a-e• 1'-2° 2'-1a 3'-3' 4'-6" c•7' 7'-5' 0.1" 9'-11" 11'.5• 11'•11' 14'.3' ts--• z a z ° N a°i nearest joist support to canter of hole, reduced for /TN 90 22.17 0-7" 0.8' 0.8' 0'•10' 2-9• 3'-2' 4'•7• d-7' 7-10• 8-7' 10'•6• 12.4' 12'•11• 15.2' 17'-1' 1-e F 2 r Q e O o I- 1-,a,o o Notes: less-than-maximum span applications(ft). i z g a Z >- 5,°-0-‹ VNWtY O P PP 1 ) utz AWW2m< Q , ?_11.,5 1 reactionsDistances withovthole web stiffeners based minon imum re loaded u ed bearingHoists leand allowableoist L1. 1ua = The actual measured span distance between the a 5? w 5 a 7 z uE00 ui E, conssn,'at(velyccoountsfor the worst case created b the allowable slmp le or mal- inside faces ofsuppolis (ff}(for multi-span joist, use GENERAL CONTRACTOR NEEDS TO CONFIRM ANY FLOOR OPENINGS REQUIRED FOR 0.,, 2,a-mw --1L� tiplefloorspansshownelsewherein +isguidealon-center spacings of 12", 16", the longest spanforch,,,), MECHANICAL DUCTS/CHASE. PLEASE MARK ON LAYOUTS WHERE OPENINGS ARE <,oz. <°�zN m wJ(0= 19.2" and 24" with floor loads of 40 psf live load + 10 psf dead load or 40 psf live SAF = Span Adjustment Factor given in chart_ Q Luw o° 0-L9- o rm-or load -- 20 psf dead load" Holes In conditions that fall outside of the hole chart REQUIRED. SHELTER PRODUCTS NEEDS TO KNOW ANY CHANGES IN FRAMING AREAS ‹„�eia J-(aoos av�1- parameters (including the use of web stiffeners, longer bearing lengths D = The minimum distance from he inside face of w a m r z o w I w-,30 c0 e a°z or other loadingconditions may still be acceptable. The mast accurate FOR DUCTS BEFORE ORDERING ANY MATERIAL. ,21>±0o808NIkaoz W�52e.1 ) a1► p the nearest joist support to center of hose from Hole z u,o_o o=z�a a z cn o�� method of determinin the acce tabili of a even ho le is the use of r r-cecc LL W w m w 1-a w 9 acceptability 9' Chart above. amav,o _,OcfaO OZ_jma- appropriate software (e.g. Simpson Strong Tie® Component Solutions'"") or W I-m z,zl, p N a w Y(.7>40 engineering analysis for the actual condition. L 5 z w-o r e zz z o 0 z o W J z LIJPP If SAF is greater than 1.0,use 1,0 in the above calculation. c u.o czi a-j-w,== m a 3 w e 2. Hole location distance is measured from inside face of nearest su ori to center of hole. .eI-r 3. SAF = Span Adjustment Factor for optional hole calculation, used as defined on this page. * tu w a o U z.c o ce 8 N o¢o a w0;a¢�<0qY V7,1UF I-cn I- V) 1-4R w U F aJ}�22658ay. aOlir O 0�_JwwIw}wzIw wzw>� Z aW<ccol-u. wwi-ai t- ,DLI REVISIONS: A REDLINE REVISIONS 8124/16 )A) )B) CC) )D) )E) )F) )G) 183' 1" 37' 7 114" 8' 0" t 45' 11 114" 45' 11 1/4" / 8'0" / 37'7 1/4" BASED ON PLANS DATED: STRUCTURAL CONSTRUCTION SET 05109/2016 LEGEND: Detail Reference 11 J# Joist Mark 0 1 TYPE Al MATERIAL LIST FOR (1 BLDG ONLY) BM# Beam Mark in iPIotID Length Product Plies Net Qty CA# Rim Board I - V V - V f V y/,. V r V�- u r- u.-- V V w V V•- .--m -"m ._. - - -.. --- , V Verify f. y Cloud K2 , 270" 117/8" RFPI-70 1 48 �/ 1 u Y V V V i - V - V V 328 F T . F x m mp m m A m T-r m m m m II = IxxIIxIxxIIEI Vmryw VI- vn rr Y r - nH b 'm 2Y S = = _ 2SIIIIL = = _ _ _ = VVm �I V= D. I I V 2 I Z Z 329 24' 01 1178" RFPI 70 1 40 L Construction Lina (7 • A 11 RFPI-70 1 28 BK# Blocking u�-Ve '0 ...0 us Vm .1'OP � Ve ua V0V ..m - 8' 01 /8" Emir x xxxxrxxI 24" D.C. Y -.4y � 4z VAE Rai. Vi o (t u9 24-10.c. fl S I E J31 17' 0" 11 7/8" RFPI-70 1 74 FBO Framing By Others s 1 J32 16' 0" 11 7/8" RFPI-70 1 10 BBO Beam By Others 313 27' 0" 11 7/8" RFPI-400 1 34 FB5 i ,- ; M T r ; m 314 25' 0" 11 7/8" RFPI-400 1 56By e. 1• N 1 SBBO Steel Beam Others { el £ _ = x I _ �= I -11 et �� _ ` �_ �� -_ M 317 15' 0" 11 7/8" RFPI-400 1 14 • n -.% _ Nm 1►• ! ! .mem m timo m m m m m m ' f 11 CALC# Calculation Callout i = i = E r E E _ _ _ _ E 320 12 0 11 7/8 RFPI-400 1 6 ch {e}raft (+N� (�)�>> {4}J:o rB5 6' 0" 7/8" o 4 7 -.•0•� ' 19.t"G.C. c> 19.2"O.C. �Z"e.a, 325 11. RFPI-400 1 8 E Bk2 8 1" 8 a Q- Bk2 Bk2 E 38 12' 0" 11 7/8" RFPI-20 1 2 N ' Bh2 BN2 8k2 8k2 6k2 BN2 Bk2 Bk2 w ��i�� „ •_ -F�" n r- �. r. •. ,. w i. w_ .. ,. 2 , ''' 5 �1-w Bk2 BO Bk2 BR? 8k2 BO Bk2 Bk2 11' 0" 7/8" --- ~!i tk23k.Bk83 Bk2 x x -x I -I I -I x Bk2 Bk2 882 Bk2 Bk2 982 I x I I I r I I 2 i -- 39 11 RFPI-20 1 64*�-�'- m_ m_ m_ m m_ _m m m .. - m 1 I 310 10' 0" 11 7/8" RFPI-20 1 78 CO 7 - = Bk2 Bk2 Bk2 Bk2 8k2 Bk2 Bk2 Bk2 Bk2 Bk2 842 882 Bk2 Bk2 = _ _ = I x �� . (3)Jzg (:J713 (4 3 FB6 QiJ13 (3)4� J 16 16' 0" 11 7/8" RFPI-400 1 72 © (5)429 24"OC. c. (�11 (7)414 (7]114_ m '� 15' (5)/29 I 11 1-1/4" Fmmi za~ D.C. 24~ �.o { N m 19.2-4-0.C. 1 i.2' 0• . t> © 18).Z- . ---e'194O.c. 0 24"11.c. 24"o.C. G 24~ D.C. a Bk2 21 01f 1 x 11-7/8"1 APA Rim 1 212 (9)116 es en _ - 2 "o,e, o• _ (9)416 Bkl 3 0 1-1/4 x 11-7/8 APA Rim 1 22 Z 13.2' o.e. P , N ' (io}J10 in 13.2. 0.C. FB6 14' 0" 3-1/2"x11-7/8" GL3000 2.1E 30F-E2 1 8 N - wwwwwwwwI m m m 0 m 0 m wm "m 0 ._m ..m ..m ..m wm m 0 0 . m- ' 0_.... m m m_ m m m m m m_. m.. m 0.._.. m� O-.- 0"_ � m. e. 24^0"D'C.' m km ^m mVmo 0--..0 m m m m m0wm ; wmmmiI. n nw_ wn n _ wti n w_ w Fw n .. _ 1 7/8 31i. L = _ = = _ = = = = = = mm m 0 mm b m w = wwxw= w= w= = = _ = = = w= w= w= w= ...i w= w= _ = I wx w Ax ...= ...i ..Xnz n= I r I Ie. I I _ = x ^= wx = x FB5 15' 0" 5-1/4" x 11-7/8" GL3000 2.1E 30E-E2 1 8 2 ._(3 . � u V ++ u V v 'U-4 u u .. _ - . -.. -ti � V V V � _ V � V 4yV . V 1= i 'f 'i _ _ _ _ _ _ m 0 _ 0 p 0 E _ u_ V V = VE E E E _ u_ _ _ = = u_ _ V_ V= VYE ux "_ x I I yi 3 -1 _ x �= V _ _ _ E _ = 22 = _ = = s2 _ _ _ _ _ _ E _ _ _ 2 = _ _ = = _ _ = FB128' 01 3_ /21x11-7/8" GL3000 2.1E 30F-E2 1 2 E - ti (9)410 BM2 4' 0" 7" x 11-7/8" GL3000 30F-E2 1 1 al ,® "I 24"D.C. (' 0).1'o ' TYPE Al MATERIAL LIST FOR (1 BLDG ONLY) Ct 23~o c. at i 12 PIotID QtyManuf Product Skew Slope (T}414 (7)114 13 {: 13 a [1 o .0 �11 pp qq nn� a vit.3 ; of 3] 13 - P �' "3. ? ' 19.1 Q.c.,Bk? Bk195 H�}4Bx2V8k2�x2€Bk. Bk2 Bk2 Vlff' BCfIlk? Bk2 19.2 e.C. ' ill H2 6 USP LSSH179 16° (R) :1:116H3 8 USP LSSH179_ _ _ - W f� - k k 2 B k2 Bk2 = x = x I x Bk2 Bk2 Bk2 Bk2 Bk2 BO ,E E IE 'I ..I _ Bkw T �72 22° (L) ` ' Bk2 Bk2 Bk2 Bo Bk2 Bk2 Bk2 BN2 �� x = x x x x x x -n �� £ ' `>8k2 Bk2 BO 8x2 Bk2 Bk2 Bk2 Bk2 .-_ t 22° Ri (9]�i6 Bk2 Bk2 \_ = x = x I x I H4 4 USP LSSH179 (R) p 13.2' o.c. _ = LT- m _ .I (9]116 P H7 8 USP LSSH2O 22° (L) FB i m ® 1�.2' O.Ib. � ym I (/]J-1 {t.{".a( ,4311 H8 4 USP LSSH2O 22 (R} - Q 1 F' (pN� (1)J'' mmmFB im m m m om -t"Q. : -19.2" .C. 192"e.C. 191 eyr o }J 2m m m m m m m m m1 '6 H9 8 USP LSSH23 16° (R) - O ❑c`A�1 hx 4. m= . _ -_ _ mi9 .C. _ _ _ -_ ,_ _ _ _ -_ H10 8 USP LSSH23 22° (L) - Ct CO (5)129 l x x x x x x = x = x x = - el `' 24" D.C. 0 I t: I: (5]/2941 USP TFL20118 - (- rza (T 9 T Fes `} z4^ D.t,. G H11 4 USP LSSH23 22° (R) Q 24}OC. o 'p 24" D.C. I- ; -s 4" I 2�C C. aH17 3 52 USP TFL23118 - - QrnU' WH18 248 USP TH017118 - - V ❑ a x x x x 1-120 16 USP TH02311$ 2 - m w w w w w m m m m m m m m m m m m m m (71.19 - - - L---- x x x x A x w w w w x x x x x x x x x x x x _ � 24"D.C. � m r r r r- _ _ _ X X m m m m m m m w r � ,- w w •. �. .. m m m m n w, n ti �- .- .- � n m m m m w w ,• w � � n r w= x I w= w= w wx x x w= wx wx wx w= w= w= Ax '.x wY I 2 x 2 ^x wI ^x '.x x x x w= x x x = x x z = S Z x Z x = x x wI = wI I = w w x x wx = I ti w_ � ) \ f. x x x x x n w w w .+ w w w w w w w w w w w w w n .. w w n n 4 - Job#: 6050618 o = Date: 08/24/2016 ED Scale: 1(8" = 11-0" _ Drafter: ZAK (5) _ • LOADING: Live: - Dead: - 0 ..]. Corridor: - �' ��9 j' �� DEFLECTION CRITERIA: BUILDING A1 - THIRD FLOOR FRAMING PLAN �Q- •1\ �Q�°��`�° Live: L1480 Total: L1360 Q 5 5.� Sheet 1 I Q` Q� ,�` G ��o° �� O F1 1 , Holes For RFPI®-Joists Used In Residential Floor/Roof Applications 110L_ CI!ART • MINIMUM DISTANCE FROM INSIDE FACE OF NEAREST SUPPORT TO CENTER OF HOLE For Rimboord µ GENERAL NOTES 5blest Jeal Scan Round Hale Olanrser le, �" vertical load capacity �` RIGIDLAM LVL Beam k 2x plate Hush with 1 Minimum distance from inside face of support to the center of hole. See Hole Chart. D.pr11 Desig- ala ss• ( ) Ib of 1 inside face of wall IMPORTANT: PLEASE REVIEW THESE MATERAIL PLACEMENT DRAWINGS CAREFULLY. THEY IP I pp s N see Rimboard/l Joist or beam REPRESENT THE FULL EXTENT OF THE MATERAIL WE ARE PLANNING ON SHIPPING (1n.j WW1 Ment 3 3 4 s 6 6.1/4 7 a 8-5/11 9 10 1as/4 n 12 12•3/4 ^ / Blocking PLF Table Min. 2x dia. Fodor I MinlMum Dls enro 1rorn Inside Foxe if Nearest Supped t•Cantered Hale:ft-In.) rn Figure 2 $ q of larger hole See Note l 1 on page 11. `� One Sd nail at to and �- �� 1.1" 41 9 Mil 20 11.,8 a-T' a-Er. 2'-0• 34....04.. '-a 5.4' s 9 \ pAllij•--, 1. SEE DESIGN CALCULATIONS FOR INDIVIDUAL MEMBER BEARING REQUIREMENTS, OR / UPI 403 la.zs I'-z r-z' 3'-3" 4'4' a-y" 0'•3 \ r-bottom flange "� w - PRODUCT LITERATURE PROVIDED. PRO r 0111. 2. SEE DCA 3 DOCUMENT SUBMITTED WITH SUBMITTAL FOR FLOOR/CEILING FIRE ASSEMBLIES. l " RFPI 404 14.48 I'-0• P•I" 3'-3' 4'.9' 6-4' 6.9' '� ►" + 9. - `' 3. SHIPPED MATERIAL DISCREPANCIES MUST BE NOTED ON BILL OF MATERIALS. SPI MUST BE ,• +- RFP140 14.75 0'•8' 1%11' 3'•2" 4'•9' 6.6" 6.11" . ~� (. .* . , I Top-arface- NOTIFIED WITHIN 48 HOURS OF RECEIPT OF GOODS. 1490 SE Gideon St ,• +` y RFPI605 14.17 7-0' 3'-3' 4'-S' 6'•1' 7.7' 8.0' �� mounted hanger 4. SHEET ROCK STOCKING/LOADING MUST BE PLACED FLAT ON FLOOR PERPENDICULAR TO I- r 5UI e 100 + • 3/4x RFPI 70 1533 l'_1• 7-3' 3'-l0• 5'.h' 7.3• ;_a /�� installed per hanger JOIST SPANS.NEVER PLACE SHEET ROCK ON END PARALLEL WITH THE JOIST SPANS. O0 : diameter PFPIZD 12.67 0 T 0 Er a 8' I'9' 3 3 9 5'a• 6' 10' B o• �! Afta[h RigidRim'• manufacturer's recommendations 5. ANY WEB STIFFENERS REQUIRED ARE BY OTHERS.WEB STIFFENERS REQUIRED AT FACE- Portland, OR 97202 ' • J Rimboard to MOUNT HANGERS ON I-JOISTS IF HANGER DOES NOT LATERALLY SUPPORT I-JOIST TOP •� • . RFY1 405 15.1 i 0 7 0.10 1'-10 2'•11" 4-0• 11'.4 �. 6'-B' T-1 i' I For nailing schedules for multiple Phone: 503-R 972 2 top plate using _ RIGIDLAM'LVL beams,see Fastening FLANGE,OR IF INDICATED BY ENGINEERING CALCULATIONS, PRODUCT LITERATURE, OR `+++ .•• RFPI 500 14.75 0.7' Q-E' 1'.7• 2.11' 4.4` c•8 s'-13' 7.5" 8'-lo- ash 1-joist to ✓ 8d box toenails Recommendation For Multiple Ply, Top-mounted hanger installed ENGINEER OF RECORD FOR THIS PROJECT. Phone: 888-440-3600 �V -•- RFPI 40 16.42 0.7' 0-1D' 2'-0' 3'.5' 4'.11' 5'-3' 6'•5• B'•2' 9'•6' 3 plate with one 8d nail [oZ 6' o.c. RIGIOLAM LVL Members below per hanger manufacturer's 6. SHIFT RFPI JOISTS UP TO 3"TO AVOID PLUMBING DROP,TYPICAL. Ilan• ch side of the I-Joist at bearing recommendations 7. REFER TO THE STRUCTURAL DRAWINGS FOR ALL NECESSARY DETAILS,TYPICAL. Fax: 603-238-2663 RfPt 505 16.42 0-t3' 1'-1D' 3'-2' 4'-5' 5'•10 6'2' T-<' B' I1" 1U-I" Nate.Unless hanger sides laterally 8. CODE REPORT REFERENCES-(RFPI)I-JOISTS: (ESR-1251), GLULAM: (Y-117). '� I RFPI 70 16.42 0-7' 1'-0' 2'-5` 3'-10' 5-6• 6'-0 7'-e9-4' 10.6• avoid splitting flange, install nails a minimum of 1'/7" Support the top flange,bearing 9. ALL 24F-V4 GLULAMS BEAMS TO BE HIT AND MISS APPEARANCE GRADE. . 5RFPI WA 1R,co Al'. 1" 9'.4' 1'.1A' S'.4' 4'.11' "• stiffeners shall be used.(see Figure ;.a' R'.2 1fY.d 11_f,• Im end of I-Joist. Nails may be driven at an angle 9 1) 10. ALL 30E-E2 TO BE INDUSTRIAL GRADE. ct Knockouts: See notes 7 and 8 on page 11 . DO NOT ham mer holes in web, except at knockouts. r-P19D 21.08 0-7' ,'•," 2'-9' 4'.4 S'-11' 6'-4' 7'-- 9-5' 10-10' - avoid splitting of bearing plate. F w ❑ z }?- Q --� hRFPI 20 12,67 0-7' 0-5' 0'.e- 0.9• 0.9" 1'•1 2'•z 4-7" 5••4• e•-1" 3'-Y 4-11' w C7 LL a ? a - k41.AV If-Er 16.41 -7' If-Er 11-11- I'•4' 2-s' 2"-ti 3••6` 4'•!' 5'•5' 6--U" l'-7• 'f-4' w w p _ How to Use Hole Chart Optional Hole Calculation: RFPI 400 14.75 0-7' 0-8' 0'-8" 0'•9' 1'.11' 2-4' 3'-7" 5-3' 6'.4' 7'.0" 9'-C' 10'-10' '' W z co ao w NkIlever drill cut or notch the flange, or over cut the web. Holes in webs W �w owm The Hole 'Chart is based on the I-joists being used attheir RFPI 40 16.42 0.7' 0.8' 0-8' 1%3' 2-7' 2-11" 4'-2" 5'-11' T•0" 7.9" 9.8' 11'.7• ./ , g r a F t- wen _ LL°o 1 . Recd across the top of Hole Chart to the desired hole size. lc }c.) M 1- maximum span. If the I joists are placed a#less than their full RFPI 505 16.42 0.7' 0'•B' 0'•8' I'-B' 3.2' 3'•6' 4'•9' 6'•S' 7'•B' 11'•4" 10'•4" 12'•2' i � w a1m m CD o2. Follow this column down to the raw that re resents the I-joist de th and desi nation. ! should be cut with a sharp saw. For rectangular hales, avoid over-cutting °❑ ❑ DP I P 9 allowable span the minimum distance from the centerline of the FfP17D 16117 Q.7• D'.8' o.a r-a" 3-1• 3'.11' x.17' ea' 7.9' s'-h° 10.11• ,7.1r' i FWD W g .5 E zThis number indicates the minimum distance from the face of the nearest support to the hole to the face of the nearest joist su ort D as iven above RFPI SOS 19.92 t7-7' a'-7' 2'-2' 3'-7' 5-1• 5'-5' 5'-i 8.5' 9'•7" 10-4' 12'-5" 14'-0' z N °ca Li) centerline of the hole. I pp � ) 9 11ti '• the corners, as this can cause unnecessary stress concentrations. Slightly yi W w W a cry D �,-° m be reduced as follows: tl4 D ce W RFM90 22.17 0-T 4'-8 I'•3" 2'-I1 4-T r-i' >+'-r" e-3' 9'-g' 10'-2' 12'.3' 14'-O' ' U w W= 215 z Example: Need a 41/2rinch hole in an 11-7/8" RFT-400 joist: RFP1405 16.42 U•7' 0-kr LY-8` 0-y' 0-9" 0-1U" 1'-5' 1-Y" 3'4' 4'-I" �'-6• 6'-1' T-t7 83.91 I7-9• 4 rounding the corners is recommended. Start the rectangular hole by drill- Lu o ❑W O D a a o o z From Hole Chart, L RFPI400 14.75 0.7' 0.8' 0'•8' 0'•9' 0.9" 0.10" 0.13' 1'•11• 3'•1' 3'•10' 5.11" 7.5' 8'0' 1G'.4' 12'•:,' / a 0 am m D _ 0,A.. x O ,'rl,.rl,{ !1 V a UJ D Z Z W W D • ' " ,..1., 1 RFP140 16.42 0.7' D'-8' 0•-8' 0%9' 0-9• 0-14' VAT 1.6' 4'•6" 5'-2" a-ii. 8'-5" 9'•0' 11'-5' 13-4• / "''1.511. ing a 1"-diameter hole in each of the four corners and then make the a aro -'Q a � ¢ For 4-inch round hole, the minimum distance is 1 - 7 . ;. SAF :� v% d o w • Fora 5-inch round hole,the minimum distance is 2'- 11". 16' RFPI 505 16.42 0-7' 0'-11' 0'-8' 17.9' 0.9" 0-10" I'•13• 3'-5' 4'-6' 5'.2" 7--3' S'-1I' 9.6" 11-10' 13'-S' £ � �/ _z z z g O ui~O 10 - cuts between the holes to minimize damage to the I-joist. a E�-11-- D o •I-a Where: RfP1 70 16.42 0-7' 0.0- 0-a' 0'.9" 0-9" 0-10' 3'_1' 4.2' 5.6' 6'.4" s•.7' 10.5• 1 1'_0' 13'_6' 1 S•_6• / g I 11-.....LL ¢ .g09.,_,. zlLL m o F • Therefore the minimum distance for the 41h-incl round hole is 2'- 3" (halfway betweena i uJz°m 1'•7"and 2i-11"). Dred"wd = Minimum distance from the inside face of the RCN 305 19.92 0-7' 0dt' 0.8' 1'-2' 2.10' 3'-3' 4'-6' 6'.7' 7.5' 0'-1" 9'-1 I• 11•-5' 11-11' 1.-3' 15,•5' O z O Ca °° 2 �a„D i m nearest joist support to center of hole, reduced far RPP190 22.17 0-7' 0-E' 0-a' 0'-10' 2-9• 8'.2' 4'.7' 6.7• 7'-10' 8.7' 10'•8" 12.4' 12'•11' 1:'•2' 17'-1' 1201- D 1-D o o o 1- i-a a o Notes: less-than-maximum span applications(ft). m z g v w w ce>-"° g o a-Q �l �JW LL O 1. Cisiances in this hole chart are based on uniformly loaded Hoists and allowable I•1aist 4 cr,,a co U a o o LI, il xi---' reactions without web stiffeners on minimum required bearing lengths. This chart L,,,1 = The actual measured span distance between the GENERAL CONTRACTOR NEEDS TO CONFIRM ANY FLOOR OPENINGS REQUIRED FOR n5z0.Wg12W D -o0° conservatively accounts for the worst case created by the al bwable simple or mut- the longest span de faces of supports u(ft) (for multi-span joist,use to W J 0, �4amm } p p s p g MECHANICAL DUCTS/CHASE. PLEASE MARK ON LAYOUTS WHERE OPENINGS ARE ¢woz_ia'WT„ m J� o 19.2" and 24" with floor loads of 40 t sf live load +n10 on-center dead Iload or sf live i-w m it n a a m=2 vi I- m ao P P p SAF Span Adjustment given REQUIRED. SHELTER PRODUCTS NEEDS TO KNOW ANY CHANGES IN FRAMING AREAS a °5-.a °s mc-)0o�~ load - 20 psf dead load. Holes in conditions that fall outside of the hole chart P W 5 2„,a D°J 5 o❑w o apo} parameters (Including the use of web stiffeners, longer bearing lengths D = The minimum distance from the inside face of w a 01-?D 4.m W i3 o cs °z a z or other loading conditions) may still be acceptable. The most accurate the nearest joist support to center of hole from Hole FOR DUCTS BEFORE ORDERING ANY MATERIAL" i w o o a o ,o Z Luo-oz. . method of determining the acceptability of a given hole is the use of 1-k-o a LL W S w m uaa a z-o w appropriate software (e.g. Simpson Strong Tie° Component Solutions"') or Chart above. W m N z w w a o ° Y 2> L9 engineering analysis for the actual condition. L 5 T o I-o 1- k-D D e 8 u)W it z If aiucd is greater 1.0 use 1.0 in the above calculation. Q I o a C('-1-,d W o z °W a.r w 2. Hole location distance is measured from inside face of nearest support to center of hole. SAF 5 ' W o o v co to p a o o W z- rx u_ 3. SAF = Span Adjustment Factor for optional hole calculation, used as defined on this page. - Ic w° z oa am w o a o a aQ"Wco Vs W aXz <oc•)moo waZ W�DNW Coa ol0 e_o LI R O 0-_.wNu2nFlw w=.. ) 7 awacco1-ti. -Cd) V-i-Oi L Hro.ioivOuiccir- ai zaroUF REVISIONS: A ' REDLINE REVISIONS 8124116 (_A_ (B) KC ) (D) (E) (F) - �Gi - 200' 0" 46' 0 3/4" 8' 0" 45' 11 1/4" 45' 11 114" 8' 0" 46'0 3/4" BASED ON PLANS DATED: STRUCTURAL CONSTRUCTION SET 05/09/2016 LEGEND: 0 Detail Reference J# Joist Mark c TYPE A2 MATERIAL LIST FOR (1 BLDG ONLY) BM# Beam Mark b PlatID Length Product Plies Net Qty -- . 315 17' 0" 11 7/8" RFPI-400 1 16 CA# Rim Board (Z) __. _ _ .- - - V V � Y � -vWWVVVV V v � VV Vm m m m 310 10' 0" 11 7/8" RFPI-20 1 120 w Verify Cloud m m i i i i k- m m m xm o m m - m_ - m m m '1 m_ m= i i = i i = i i i = i i i m _1 I m m i .- i i 'i i i -. i i i i i i i i = _ m m m m m _ m m m mi m i = i _ n ' m m '41 --- -_- ---'1 ii• • 39 11' 0" 11 7/8" RFPI-20 1 8 CL Construction Line 6, O" 11 7/8" RFPI-400 1 16 VWWW325 '.1 k_ u '12u= if mm zm mm m mxmz m m m mi m mi BK# Blocking 322 10' 0" 11 7/8" RFPI-400 1 16 320 12' 0" 11 7/8" RFPI-400 1 8 FBO Framing By Others 7/8"0"15' 317 11 RFPI-400 1 16 _ i CAL C- 7BBQ Beam By Others et OALC' 7 '" r- I. 316 16' 0" 11 7/8" RFPI-400 1 8 w in - 's -) et �, �, �+ ' u3 n 314 25' 0" 11 7/6" RFPI-400 1 112 SBBO Steel Beam By Others •- •• -� -� - t e•' _._• "v -i - �' ' ' "1 J 13 27' O" 11 7/$" RFPI-400 1 128 CALC# Calculation Callout "' CALC- 6 �t 1�� % h (`)J -L� o- (>143,1 (51411 �(4)J:o� (sN�I G 332 16' 0" 11 7/8" RFPI-70 1 $ eil 1s.�"Q.C. � m m ti O': Fe. 14•r .C. 19.t'•c.c. 192"411.C. 1t�.2"..C, m m 192"e.0 J31 17' 0" 11 7/8" RFPI-70 1 120 'BeZO Bk2 Bk2 Bk2 x at Bk2 Bk� •36 m o - .- x N CALL• r ,. x� =P" L'� '•'----- Bkz Bk2 Bk2 m ,- FB• • m = 330 18' 0" 11 7/811 RFPI-70 1 32 Bk` 2=k2 x x x x x x x r 8k2 Bk2 Bk2 x - BkBVBk2 Bk2 _x x x x x r _r xk2 Bk2 Bk2 x x r S r r r x I 1 1 $ m m m m %. m w2 to,,,, Bk2 Bca••R 2 m o m •m m m m m Bk2 Bk2 r0" - i r x x r x : , x x r x x x i x x x x x r x • i x x x x x i Bk1 3 1-1/4" x 11-7/8" APA Rim 1 16 Bk2 Bk2 Bk? Bk2 Bk2 Bk2 4' Bk2 Bk2 Bk2-Bk2 Bk2 BO Bk2 Bk2 2' {J" 1-1/4" X 11-7/8" APA Rim 1 280 (/) (7)414 P ( � (1 DP 13 (4)p118 J eaX13 - {7iJ14 +ik. 6k2 Au 44 k2 Bk2' (21.13 iB6 R%Jp1A (10)J 13 4 (!1413 Bkl bk.! teik4 Bk2 v -J 7, 011 1 3/411 X 11 7/811 (2.0E 3100) LVL 1 192 O.G. 192"O.C. j 2L U.:. 191 O.C. D. f>192-4-0.C. 24 Q.C. 191"O.C. 19r2"rO.0✓o- 16.2• ac. s 0 1).r O.e. 13.2• o.c. a m'�r m (5)118 13.2• o.c. FB6 14' 0" 3-1/2"x11-7/8" GL3000 2.1E 30F-E2 1 16 H F1 I ` > 4 C ALC- 1 M Imi i N o za"o.c. C. A (5) 10 _ (10)J10 (•0)J10 N TYPE A2 MATERIAL LIST FOR (1 BLDG ONLY) Z N 24" O.C. 24"O.C. 24"O C. PlotID Qty Manuf Product Skew Slope 1m m m n m m m m m m m m m m m m m m m m m m m m m m m m m 4 m - m m m m m m m m m m m m m m m m m m 4 m n m n m m m m n m m m m m m m m m m m m m m m _ _ 12 ; ,i ; ; ; ; ; ; ; ; ; . . . W - - x Ox r x x x x x x xx x xx x x x x x a s r x x x x x x x s w e w a x wr wx a w w wS A. �x wx ^x w2.-wx 2 S r wx wx wi wx wT S "Y I x I S S r x S S S wS w wx x = S w2 wx S -x S S r S x x x x x x wx x S S �x w .. w _ w w A w r. w .w •. w w w w w w w w w w w A N w w w (3) � V V V V V V V W V M k+ VW UVyV V ymV wVi.1klYUVVV V .lV VmVWVLV WW V Y Y� ."i' V. 8 2 r, (5)470 (10}410 (10)J 0 (5)170 24" D.C. N i o " o 0 1° 'n OA H7 8 USP LSSH2O 22° (L) - Hm (0 z4 O.C. z4"a ' ' 24"0.0 H8 8 USP LSSH2O 22° (R) - U- H g m b N H10 8 USP LSSH23 22°- ,.14 > > _ _ (7)414 (7)414 o i "s (7)414 (L) - 11 o (-413 (10)J 13 (tJ1E a e (2...K113 q-- fl d- o (2 413 1R2Jp1 11 D)J 13 (1)413 Bk2 B ae�. PrCek2 Bk2 19.2 O.G. FB6 19,2"O.C. 204- 6...'::.''1 \ FB6 192 O.C. Bkz Bks fie • l rCekz Bk2 Bk2 x' O,G. 193 O.C. FB6 24"O+C. 19..1"O.G. 19.Z O.C. 11.2' O.C. H 11 8 USP LSSH23 22° (R) - m Bk, Bk2 kik!"5k2 Bk2 8k2 Bk2 ie m m Bk2 Ea.Bk2 B.2 Bk2 'Bk2 H16 624 USP TFL20118 Ll.� Bk2 Bk2 x TL x x x x = Bk2 Bk2 Bk2 I A ..rBka,k2Bk2 Bk2 x I x ,r I x x B� Bk2 Bk2 ,x x x x x -I x x Z x �x z I x - - n • • 1 ..01, ' ►�-�� A ,__ , '„ 4,. ! Bk2 r.61.2 Bk2 m •p. ! ! •m_ 'Bk2 A.z H17 272 USP TFL23118 - - 1L t, S I 2 x S x I x e x x x x r r x x r x x x S x x x x x x S x x L I x 8k2 Bk2 Bk2 Bk2 9k2 x 2 II x - Wm i' ,-? H18 224 USP TH017118 - - 0 1 B5 O te1J�1 e = i (�IJP :143'17 i '_ Bk2 Bk2 Bk2 0 ( (4)J:1 (4)J:0 i (16)4:.1 iL w 19.rC.C. °� '19.R"C.C. cz1 9.>_"C.C. - fl c 19A"•.C, ' 1 .2"f. ..,. ' 192"CO ceQ iip to in cv " ❑ IX 06N 7 'J T !�' T 19 in in M 10 r T rr'! 7 X C” eC9'r'r EL 0 W m m m m m m m m Ilm m m m m m m m m m m m m • m m m m m m .n V ❑ x x r x Ax x x - A A fl w x x x x x x z con ., w n n - L, I- LJ xxx = x = _ _ n w w ." - m m _ _ _ _ _ m m m m m m m m m m m m m m m � m m m w n n n ,. n n w n n n n m n m m m m m m .- n ,. .. ,. r wx wx wx x Ar z z x S x x x x x x s x z x x t x r x x x x x x x x r x x x x x x x x x x x x x ^x x x x x x ^x x x x 1 x x wx wx x wx ax a2 x Ax x x x x x x x x x x r .. x at x x (4X---. w w a w w A w n w w w A n A n AA A .A. Job#: 6050618 S 0 Date: 08/24/2016 0) Scale: 118" = V-0" (5) . Drafter: ZAK LOADING: A. Live: - Dead: - <�0� Corridor: - BUILDING A2- SECOND FLOOR FRAMING PLAN ��.�.s` y� DEFLECTION CRITERIA: ( \ QQQ-S��J �QQ°��`y Live: L/480 Total: L/360 t d Q,O�y'C Sheet e 3 0f I Holes For RFPI6-Joists Used In Residential Floor/Roof Applications I IOL=CI IART- MINIMUM DISTANCE FROM INSIDE FACE OF NEAREST SUPPORT TO CENTER OF HOLE - - Far Rim board RIGIOLAM"LVL Beam 2x plate flush with GENERAL NOTES 5/1MIIIL. Hoist Joni 5sen Round Hole Qlameter(In.) vertical load capachy 1 i Y 1 k inside face of wall Minimum distance from inside face of support to the center of hole. See Hole Chart. Depth Deslg- Adjust. Dt see Rimbaard/I Joist IMPORTANT: PLEASE REVIEW THESE MATERAIL PLACEMENT DRAWINGS CAREFULLY_ THEY /� (Inti Wien met 2 a 4 I 6 6-1/4 7 e a-S/e 9 10 1e-3/4 tl 12 11-314 f i or beam REPRESENT THE FULL EXTENT OF THE MATERAIL WE ARE PLANNING ON SHIPPING // Blocking PLF Table b Min. 2x drat F°`toI Minimum Ofstanee Iron Wide Fate et Nearest Support to Center of Hole,ft-in.1 In Figure 2 -- �•� r er hole See Note 11 on page 11. 1:1'PI20 11..,8 a-7' 0.-r1' 2'-0" 3'-L' 5-4" 5'-9' One ad nail at to and __ '"'.' R of I9. �•�� '44 ti' �',��R \� • �� 1. SEE DESIGN CALCULATIONS FOR INDIVIDUAL MEMBER BEARING REQUIREMENTS, OR : 1� t :"•Tk rilliT 1%1; 717 MI 1 R1PI403 13-25 1.2' 1'-2' 3'-a' 4.4' 5-9" e'-s ,,f-bottom flange . s stlb,, PRODUCT LITERATURE PROVIDED. PRODUCTS i _ IXa�l:.e� ' 1 _ .. _ INIC ..i {y r.y•i r tib:. r:..1 YR,.,.'r k I h.a.,`e. // X " UPI 400 19..08 1'.0" 2'•I" 3'•3` 4'•9' 6 4` e'•9' �,f �' 2. SEE DCA 3 DOCUMENT SUBMITTED WITH SUBMITTAL FOR FLOOR/CEILING FIRE ASSEMBLIES. ; EF �.'"*•�`.� 9-ur 4 •, All 3. SHIPPED MATERIAL DISCREPANCIES MUST BE NOTED ON BILL OF MATERIALS- SPI MUST BE 1' -.� , RFPI40 14.75 0.8' 1'•11' 3'•2' 4%9' 6.6- 6-1 P - � K , xx1 ... a Top or face- ,/� - NOTIFIED WITHIN 48 HOURS OF RECEIPT OF GOODS. 1490 SE Gideon St M1 �• . . RFPI 505 14.17 7-0' 3'-3' 4'-8' 6'•I' 7.7" 8•0` 4 mounted hanger 4. SHEET ROCK STOCKING/LOADING MUST BE PLACED FLAT ON FLOOR PERPENDICULAR TO I- :; i. : i 3/4x RFPI70 15.33 I'-1' 7-3' T-10" 5'•6' 7-3' -8 /VI 9.r, installed per hon er�` JOIST SPANS. NEVER PLACE SHEET ROCK ON END PARALLEL WITH THE JOIST SPANS. SUIte 100 tl i4 r ' tach Ri idRim 4 manufacturer's recommendations `' ' 5. ANY WEB STIFFENERS REQUIRED ARE BY OTHERS.WEB STIFFENERS REQUIRED AT FACE-• diameter REPRO 1167 a 7' 0'B' Cr0'8' I'9' 3 4" 3 9 5'tr 6' 10' 8'0 ✓ =� gPortland, OR 97202 ' • • • Rimboard to MOUNT HANGERS ON I-JOISTS IF HANGER DOES NOT LATERALLY SUPPORT I-JOIST TOP -,,,.-0, r •, • „ ► RfPI 405 1.a-17 0•T 0.10' 1'•10' 2'•11" 4.0" c'-4 6.8' 7'-11" i. For nailing schedules for multiple Phone: 503-872-3600 , , , i ,, ..'1:074.r'yn ',c ,, • IIIItop plate using RIGIDLAW LVL beams,see Fastening FLANGE,OR IF INDICATED BY ENGINEERING CALCULATIONS, PRODUCT LITERATURE, OR r rAri Pr *� . ': ,T . �' � RFPI 100 14.75 0.7' 17.8' 1'-r 2'-11" 4.4" 4.8 5'-13' 7--5- 8'-10" 'mil I-joist t0 $d bpx toenails Recommendation For Multi le PI , Top-mounted hanger installed --, ENGINEER OF RECORD FOR THIS PROJECT. Phone: 888-440-3600 1f „„' ,,.:,..:=:W :: lh '; '!V0-"P-4,W' 3,`= -"'� 18 PI40 16.42 0.7' 0.10' 2'-0' 3'•5' 4'•t 1' 5.3' 6'•5' 8'-2' 9'•6' a plate with one 8d nail 6"o.c. lGI LVL Members below y per hanger manufacturer's 6. SHIFT RFPI JOISTS UP TO 3"TO AVOID PLUMBING DROP,TYPICAL. - _,.. .. 11.71" itthetatrecommendationsFax 503-238-2663 C 5 e a S bearingNote:Unless hanger sides laterally - RFPI 605 16.47 0 8' 1' 10' 3'2' a'-5' S'-1Q' 6 2 T-�' B'•11' 10'-1" id ofI-1 i7 REFER TO THE STRUCTURAL DRAWINGS FOR ALL NECESSARY DETAILS, �' RFPI 70 16.42 0.7' I'-0' 2'-S` 3-10" 5-6' 6-0 7'-h' 9'•4' 10.8• 1 " support the to flange, bearing 8, CODE REPORT REFERENCES (RFPI)I JOISTS: (ESR 1251),GLULAM: (Y 117). avoid splitting flange, install nails a minimum of 1 !� p p 9 9. ALL 24F-V4 GLULAMS BEAMS TO BE HIT AND MISS APPEARANCE GRADE. RFPI R(IS 18511 0'-11" 7.d" 3'-l0" 5'.4' 6.11' ;'.4' R'.;" 10'.4" 11'.6` stiffeners shat(be used. (see Figure 11 � � im end of 1-Joist. Nails may be driven at an angle10. ALL 30F-E2 TO BE INDUSTRIAL GRADE. cc CO Knockouts: See notes 7 and 8 on page 11 . DO NOT hammer holes in web, except at knockouts. RFP190 21.08 0-7' 1'-4' 2'-9' 4'.4' 5'111' 6'.4' 7' 9-5' 10'.ltr avoid splitting of bearing plate. ( F ❑ z 2 RFPI 20 12.67 0•T 0.13 4'4' 0 9' 0-9" 1'•1 2'•3' 4'-2' 5'.4' 6-1" 6'•2' 4'-11' w i- >r 4 111 Ktl'1 41Jy 16.4'2 IJ-/' tr-tr 11-8" I'-4' 1-5" 2'-tf S-6' 4'•/• Y.5" @'-IJ" P'-/" Y-4' IZy, Z p H z to j How to Use Hole Chart Optional Hole Calculation: RFPI 400 14.75 0.7' 0-8' a-a• 0-9' 1'•11' 2•4' 3'•7' 5'•3' 6'•4' 7'-0" -c• 117-1 a' a w z a w The Hole Chart is based on the Hoists being used attheir FSPl40 16.42 0-7' 0-8' 0'-8` 1'-3" 2-7" 2-11 4'-2" 5'-11' 7-0' 7'-9" 9-8' 11'-7' �, Never drill, cut or notch the flange, or over cut the web. Holes in webs cc �1 wm Z poo 1 1. Read across the top of Hole Chart to the desired hole size. 14• 4 f.*l ,- > O .F- o z5„ maximum span- If the Hoists are placed at less than their full RFPI 505 16.42 0-7' 0'-B' 0'-8' 1'•e' 3.2' 3'•6- 4'•9' 6'•6' 7%8' 8'•4" 10'-4' 12.2' `„,,,,.0 ' f . should roe cut with a spar saw. For rectangular ular holes avoid over-cutting w MD LO a w o 2. Follow this column down to the row filet represents the I•joist depth cod designatianr allowable s an the minimum distance from the centerline of the RFP170 16.42 0-T 0.8' 0'•8' 1'.6" 3-1' 3..6' 1'_17' 6.7' 7%9' 8'-6" 19..11• 17'_I 1° i � P g 8 I- ei❑o w ill> a.o PP hole to the ace of the nearest joist support D as even above RFPI 505 19.92 0-7' t7-7' 2'-2' 3'-7" 5-1' S'-5' 6'-7" 8.5' 9'•T 10'-4' 12'-5" 14'•0' t- o <- a..- This number indicates the minimum distance from the face of the nearest support to the centerline of the hole. I PP E 1 9 the corners, as this can cause unnecessary stress concentrations. Slightly -i 1- 2>W a 0 I-0 may 6e reduced as follows: I5'P190 22.17 0-7' 0-8' 1'-3' 2'-11' 4-7' 2-1' 6'-5' 8'-3' 9'•5' 10.2' 12'-3" 14.0' o020. w, = w ❑zExample: Need a 41/i-inch hole in an 11-7/8" RFPI°-400 joist: RFPI 405 16-42 Ila' 0'.Ir Ir-n" u'.9' 0-v" 0.1u" I'-5' 2'•9" 3'.r' 4-I" 5'-6' 6'-/' !'•u" 8-v' Ir-s' Iroundin the corners is recommended. Start the rectan ular hole drill- LL = ��u. �Nz4/" 9 5 Y w ❑ ❑wou_9. wiFrom Hole Chart, L RFPI400 14.75 0.7' 0-8' 0'-8' 0''9' 0-9" 0.10" 0'•10' 1'•11' 3'•1' 3'•10' 5-1i" 7'-6" 8'.0" 10'-4' 12'•3,' .." a ceoln caw 1>_ z• alai fr. wz zw � O• rnD, , ,i = x SAF FSPI4Q 16.42 0-T 0-8' 0•$' 0'-9' 0-9' Q•TO" 1'-13' 3'•6° 4'•6' S'-2" 6'-11' 8'-5' 4'•0" 11'-5' 13'.4' II.r in a 1"-diameter hole in each of the four corners and then make the " aaI- Jq a S Fora 4-inch round hole, the minimum distance is 1 - 7 . 1I1 9 uj a F w ❑_ + " 16' RFP1 60S 16.42 0-7' 0-8' 0'4' 0'.9' 0-9- 0-10" 1'-13' 3'6' 4'6" 5-2" 7'-3' 8'-11' 9'-6" 11'40' 13'-5' �' v� (5z %',4 ,8(.32 g u O u•,-8 • Fora 5-inch round hale, the minimum distance is2'.- 11 , Cuts between the holes to minimize damage to the Hoist. a '87<50°'' 0 t-d Where; RFPI 70 16.42 0-7' 0'-8" 0.4' 0-9' 0-9" 0-10" Y-1' 4.3' S'-6' 6-4" e'_7' 10.5' 11•_0' 1T-6' 15'4' r ✓" g I Rau. o P. z 13 • Therefore the minimum distance for the 41/2-inch round hole is 2'- 3" (halfway betweena=O rJ ¢� 1'-7"and 2'-11"). D Minimum distance from the inside face of tie Itr" 905 19.92 0-7' 01•0' 0•6' 1'•2" 2'•10' 7'•0' 4'-6" 6'•3' 7'•5' t3-1" 9'.11" 11'•5' I i•11' 11 3' 1.5-f' O z m z u_m z a In m_u43 oJ�w1 z4 cea^zre O oRim I�FI90 22.17 0-T 0-8'' d-6' 0.10` 2-9" 3'•2' 4'•T 6-T' r-i 0' 8'•T 10'•8' 12 4' 12'•11' 1 '•2' 17-I' 1-01=nearest joist support to center of hole, reduced forz U u_w i-o o n to ce z Notes: less-than-maximum span applications(ft). z¢❑_ 0 in¢w " z5-0-o_< 1. Distances in this hole chart are based on uniformly loaded I-joists and allowable I-joist Z N 00 m 0 a o 1-o w 1-- reaclionswithlsutweb stiffeners on minimum required bearing lengths. This = The actual measured span distance between the GENERAL CONTRACTOR NEEDS TO CONFIRM ANY FLOOR OPENINGS REQUIRED FOR D =�2w-Z 0 _0�,° 9 g J li:1VU aawawaa�muJ WC.". conservatively accounts for the worst case created by the allowable simple or mut- inside faces of supports (ft) (for multi-span joist, use ti le floors ansshownelsewhereinthis uideaton-center s ❑cin sof 12" 16", the longest span for La,",1), MECHANICAL DUCTS/CHASE. PLEASE MARK ON LAYOUTS WHERE OPENINGS ARE < °zay°>NN o .J'2 19.2" and 24" with floor loads of 40 sf live load + 10 sf dead load or 40 p sf livei-w m it o a 3-m-m trim duo o P P P SAF = Span AdjustmentFaciorgiveninchart_ REQUIRED. SHELTER PRODUCTS NEEDS TO KNOW ANY CHANGES IN FRAMING AREAS ¢ w❑5_,a0 �o� aLL~,- load - 20 sf dead load. Hales in conditions that fall outside of the hole chart rn ,o w E,_o w 0„ °-2,5} parameters (Including the use of web stiffeners, longer bearing lengths D = The minimum distance from he inside face of N a=r-z o i x w O 0 c2 ❑a`z 9.r other loading conditions) may still be acceptable. The most accurate the nearest joist supporito center of hole from Hale FOR DUCTS BEFORE ORDERING ANY MATERIAL. =‹oQo o.-,_oz W N7oz method of determining the acceptability of a given hole is the use of 1-1-,xa u_W=W m w I-a o_o a appropriate software (e.g. Simpson Strong-Ties' Component Solutions"") or Chart above. w-i_o z Z w o o o w° c> a fwUt-OwwO,yU Uu}� z engineering analysis yr the actual condition. L _ IX-Z <<Z01-1-1Z cs a w u 2. Hole location distance is measured from inside face of nearest supportIf a �1 is greater than 1..0,use 1.0 in the above calculation. z o= mo, l-'mlx o 5 w to center of hole. SAF w o=u D-m-3 o w ' w wa o,-a 0 z a°3. SAF = Span Adjustment Factor for optional hole calculation, used as defined on this page. wzoooa Ns IW uVe0 29. C ° 00 wa_za� 1- <_ >0 Co0❑Owa'F a(9FL', O i0E>�._W°4li2?W W=w>' - aOwaanoiF -JII �i1i-UJ .xtNirivOui(Ooo Za,001- REVISIONS: /\ REDLINE REVISIONS 8/24/16 (A) K B-) (-C'2 °/ "E/ (F) }G� 200' 0" 46'0 3/4" 8' 0" 45' 11 114" 45' 11 1/4" 8' 0" 46' 0 3/4" BASED ON PLANS DATED: STRUCTURAL CONSTRUCTION SET 05/09/2016 LEGEND: O Detail Reference I 1 Q J# Joist Mark Ca I Z:nBM# Beam Mark CA# Rim Board C2 � -i-- u m 2 Vm Z Yn V n V n P Ym Ym m Vm .__Z V -,m V_._ Z n-V--m-- m-1 Y'.7 -mS Vm -.7 Vm V x- I--V-2 VM1 _ .-F-- I-u-n -1- -,-;.- ti Y__ 9.�S V__ -t-; • Ym I V _u _. __ ' _V V - uVY----- -Y _V, V J_Y_ _ y __ uVVYV - - --- -YVV _ --� Verify Cloud I m i nS A n w i n s. .Z- Z n 1 n S m m i Z = m Sm Sm 2m = Zm S =m Sm =m Zh Zh Sn xn i Zr =m =m Sm ICL Construction Line I S2SSSSm SVI mmmxI 2IISxxx x m x = x S 2 j TYPE A2 MATERIAL LIST FOR (1 BLDG ONLY) BK# Blocking - PlotlD Length Product Plies Net Qty FBO Framing By Others I 315 17' 0" 11 7/8" RFPI-400 1 16 te ie e N N to `r I. 310 10' 0" 11 7/8" RFPI-20 1 120 BBO Beam By Others in 0 ' ' �3 , "' es , ' ' ' w IA 39 11' Cl" 11 7/8" RFPI-20 1 8 SBBO Steel Beam By Others ,� I. > z OJ3'1 (�)J3fl {1}J3rt (1}J:i s J•o (�}J;1 325 6' 0" 11 7/8" RFPI-400 1 16 CALC# Calculation Callout �- 1 - ' ---- - --- - - - - �4 } ' �3 322 10' 0" 11 7 8" RFPI-400 1 16 -_-.. o 19. !"C.C. m / F 19-!"O 9.t"c.C. 19Z"O.C. 99,2^O. m 192"O.C. /X { /p EU Bk2 Bk2 I- -= Bk2 ,, m S Bk2 Bk2 Hk2 Bk2 tlk2 FBE 320 12' 0" 11 7/8" RFPI-400 1 8 N '� n _ n . n -. _ _ s . n ._ m 317 15' 0" 11 7/8" RFPI-400 1 16 5k2 Bk2 x k 2 ,I x I Z x Bk2 Bk2 BO Bk�4 Bk2 Bk2 x S S S 2 2 x 2k2 BX2 Bk2 i 2 Z x XIX Z i I I x S x S x x T 2 �m b• ! m 2 PI 'Bk2 Bk2 Bk2 Nm 4 4. I. BL2 Aro' 316 16' 0" 11 7/8" RFPI-400 1 8 Ex x r x r I x I x I x I I x x 2 x x x x I x x x x x 2 Bk2 Bk2 Bk Bk2 Bk2 Bk2 - - p`1' Bk2 Sk2 Bk2 Bk2 'Bk2 Bk2•JN2 314 25' 0" 11 7/8" RFPI-400 1 112 ■ (aim FB6 (1Q}J 13 (2 .111, / FB6 (!)J'!3 0, Bk2 Bk2 Bk2 _ma (2 J13 F86 OA* (1I1)J 13 (2.11....113 Bk2 HQ eke au -- CO i {7}I1 (7)/141 MAIL v } 1 1 / C < 7 t7i- 1 191 O.c' 19.2"0.C. m m 2•" ,.0 992 O.c� 1 3.2' o.�. d V 1 9..2" o.c. I>192 o.c. 24"O.C. m m_ 19s"0.c. 192 o.c.'o o 313 27' 0" 11 7/8" RFPI-400 1 128 (10)J70 0 13.2' O.C. Imil N n _ N el __ - a, el _ N N 332 16' 0" 11 7/8" RFPI-70 1 8 N -/ 2�"O.C. -1 ' N N -1 N In (10)J7 0 "n 'n n (5)J10 N N ® o N N (5}110 331 17' 0" 11 7/8" RFPI-70 1 120Z EN- 24" t .c. ' 24"O.:. _ m m m m m m m m m m m m m a m m m ^ m m m m m m m m m m m m m m m m m o _24 �_ m m m m m m 8" RFPI-70 m _ m m m m m m m m m m m m m m m m " m m m m . m m m m m m m m m m m m a m m m ', m e .c 33 0 18' 0" 11 7 FPI 70 1 32 m m m m m m m m " m m L 1 0" h1 LLI IIx r r x S = 2 x S x Z Z Z S I I S Z S S Z I S I S S Z S 2 Z T T I 2 I 2 I _x x w= wx AI ,►2 wZ .►= wx A=.wx wx Ax AZ Ai n=. _ wx wx .kr �y= .�_ q= �. Al ^S w2 � I. S 2 2 AS AS I 2 wS wS AS wS ? i��_ S w --w�-- _ I 2 I S x T Z. T S = I I I I I S _ 1-1/4" x 11-7/8 APA Rim 1 16 - w _ A w A A A A A A A A � A �A� Bkl 3 Vm WVm Vum • Y -m Vm Vw V o um 0 Vm "m Vm 9.,m Y u V V Y V V o V W J V V V V V Vm Y V V V. .... N q kr.. kr., y�._ ...VN M VW V VW V m ""i' m V V (3 -.:7)---•, 5 m m m m m m m m _mmm i' ..1 mmm_ immm _m o m E _ . E m m mm mmm mmmmmmmmm Z 7 7 7 I 7 7 S 5 2 I S I 2 2 2 /S x I 'x Z x Z r 5 x x r x 2 x x VI I x 2 S Y2 x I I 2 VS VS 2 VS WI S u2 S V2 S VS I x S VI I YI VZ YI •T. Yx W2 2 I wS VI I Z T x x Z Zi 2 I F 2 V2 x ui AM F VS x S VT V= Vy Y= Y2 Y2 Z kr? YJ Bk2 21 O11 1-i .-t X 11-7/8" APA Rim 1 280 t• Q (5)J10 ' H m 4 (5}110 x .. (10)J10 C G N N N 24"O.0 l�. . •� 24" 7.0. '1 n 24"O.fz. (• 0)J 0 ->, ^s FB6 14' 0" 3-1/2"x11-7/8" GL3000 2.1E 30F-E2 1 16 l�' (7)414 , E E (7)114 (7)414_ 2�"O. - _ _ > ; (7)114 TYPE A2 MATERIAL LIST FOR (1 BLDG LL ONLY JEt Q--. f: (-Jia (10)J 13 (Y�J7s3 4 a+ (2).L13 �- G o o (2..k.1:13 01 a J1 ) +1 N !�r N (7 0}J 13 4 (!)J73 Bk2 Bkt ke' MAIO Bk2 191 O.C. FB6 792-O.C. 24 .'1 °+, FB6 19.Z O.C- Bk2 Bk2 3a�' IlR2"Ek2 Bk2 3k2 1 3.2' O.C. 79.e0.C. F86 fbi X241"OrC. 19s"O.G. 192 O.C. 1 3.2' O.C. PIotID Qty Manuf Product Skew Slope I x S x x 2 F • k x ;r .r �k: Bk2 Bk2 Hk2 Elk. Hk2 Bk2 x x x I S r I Bk2 Bk2 Bk2 642 Bk2 Bk2 " w m m m m " " m m H3 8 USP LSSH179 22° (L) - _ _ _ _ _ Bks=X2 ' :10c. kOr - ` . I Bk2 Bk2 Bk2 'AO g dBk211 Sik2 Ski - n n`I. �,. r R n m Ski Bk2 B52 :4 :r .. HXj ak2 'Bk2 'rp �_ _r ._- `r- e,- ,m H'Y 8 U 5 P LS S H 179 22° (R) - w x 2 I 2 I 2 Z S 7 2 S I I 2 2 x I I 2 2 x x i x x _ I S S S I x I S Ski Bk2 Bk2 - Bk2 642 Cr) ' �� • I wm 1 - .1 = x - "'= Ski Bk2 Bk2 RB H7 $ USP LSSH2O 22° (L) - 0 o (f)J31 0 Z I e'' (t Nap (1)J31 - (s)J:1 - ( )J:0� _ (i)J 7 H8 8 USP LSSH2O 22° (R) - O 17 Eo 19.e-o.c. 1 a.0 ate"etc. 19.2 o.C. `"o. . 19.2" -c. H10 8 USP LSSH23 22° (L) - fLL 0.4 H11 8 USP LSSH23 22° (R) - ❑ 0 H16 624 USP TFL20118 - - Cit 06 M In let r - r in in H17 272 USP TFL23118 - - N -, ' w ; n -2 "I `; ; I. , -1 H18 224 USP TH017118 - - r.t Q m m m m m m m m m m m m m m m m m m m m m , . . m m m m m . �_ o `a wx 2 wI wI wx I_A2 P. - .. .. wi x w= Al w2Al Z x I x .- x_ x- F - .J / - - -� -- it m n n .. n n . n n n n . ti m ,..__..1 -- m m .. r. n n P. .- .- P. r- ti ti m m m m m m m m r. .- .- .. ,. m m m m m m m m m w m m m m m i. m -.wZ Z i r k Z x 2 r Z I x -I ,I 2 I 2 x S x Z Z S z S x I Z Y I S 2 Z 2 2 x I I S 2 I I I S I x x 2 = x I I I x 2 Z S x 2 I I S 2 2 S I Z 2 S Z Z 2 S I I 2 I Z x 4 w w w n w A w w A^ w w w w w w w w A w r. w w A w w -. w w IX w w w w w w .. w w w w w w w w w w w w w w ...._j., Cr �-- I Job#: 6050618 0 an Date: 08/24/2016 - j Scale: 1/8" = 1'-0" (5)/ \ \ • - Drafter: ZAK LOADING: /\ Live: •- Dead: - BUILDING A2- THIRD FLOOR FRAMING PLANI °Q-� Corridor: 111 �p . \° �� DEFLECTION CRITERIA: Q�°��JG �oF�yy° Live: L/480 Total: L/360 PQ °\5 yo�S,U�a Sheet G �„, OF 11 1 I Holes For RFPr-Joists Used In Residential Floor/Roof Applications I IOL; CI'ART- MINIMUM DISTANCE FROM INSIDE FACE OF NEAREST SUPPORT TO CENTER OF HOLE t Far Rimbaard LVL Beam ound Hole Qiane3r{InJ vertical land tppachy 1l j/ RDLvA* tk % inside face of wall IMPORTANT: PLEASE REVIEW THESE MATEFL4IL PLACEMENT DRAWINGS CAREFULLY. THEY Minimum distance from inside face of support to the center of hole. See Hole Chart. Depth D•llg- Adjust- 104/4 see Rimbaard/l Joist /� (in.I *alien moat 2 3 4 S 6 6-1/4 7 Il I!-S/E 9 14 so•3/4 11 17 12-sM / Blocking PLF Table or beam REPRESENT THE FULL EXTENT OF THE MATERAIL WE ARE PLANNING ON SHIPPING / Min. 2x dia. FAnOr AlinimumDironcelrornlnsldeForaafNearestSupparltoCenterotHsle;tt-M.) �f In Figure? 1*-41%ii, $ HELTLR of larger hole / See Note 11 on page 11. rxPI20 t1.20 U•7• a•13 z'o• 3'•G' ,-4• 5-9 One Sd nail at lop and w 1. SEE IJESIGN CALCULATIONS FOR INDIVIDUAL MEMBER BEARING REQUIREMENTS,OR RFPI 405 13.25 1'-2' 2'-2' 3'-7' 4 4' 3-9^ 0'•3 bottom flange --- r ., �� PRODUCT LITERATURE PROVIDED. 2. SEE DCA 3 DOCUMENT SUBMITTED WITH SUBMITTAL FOR FLOOR/CEILING FIRE ASSEMBLIES. � ' ¢tn" RFPI 400 14.08 1'.0' 2'•I" 3'•3' 4'-9' 6 4" 6'•9' '' _ `• ,,� ` 3. SHIPPED MATERIAL DISGREPANCIES MUST BE NOTED ON BILL OF MATERIALS. SPI MUST BE ' '' NOTIFIEDWITHIN48HOURSOF 0 RFPI40 14.75 0.8' 1'•11' 3 _ 4'•9' 6.6• 6.11" - Top-or face- h W TH OF RECEIPT GOODS. 1490 SE Gideon St 0 0 •' ". ,, RFPI 605 14.17 7 t)' 3'-3' 4'-8' 6'•i' 7.7" 8'•0" , 7Nib17---3%.4x mounted hanger 4. SHEET ROCK STOCKING/LOADING MUST BE PLACED FLAT ON FLOOR PERPENDICULAR TO a a 3�4XJRFPI 70 15.33 t'-1 ?'•3' 3'-10' 5'•b" 7.3^ 8' br installed per hanger 1 JOIST SPANS. NEVER PLACE SHEET ROCK ON END PARALLEL WITH THE JOIST SPANS. Suite 00 • Attach Ri idRim'$' 10 manufacturer's recommendations `' 5. ANY WEB STIFFENERS REQUIRED ARE BY OTHERS.WEB STIFFENERS REQUIRED AT FACE- Portland, OR 97202 diameter RFPI ZO 12.67 Q T 0 e a 8' I'9' 3 4• 3 9 s'o s to e'o• � g MOUNT HANGERS ON 1-JOISTS IF HANGER DOES NOT LATERALLY SUPPORT I-JOIST TOP • / RimbOard to For Wallin schedules for multiple• RFPI 405 15.t7 oa U.1D t'.►o- 2.11" 4.0• 4.4 5'.r 6 5 7'-1 t" ,.."0019/1,101r- ' / topplate using a p FLANGE,OR IF INDICATED BY ENGINEERING CALCULATIONS, PRODUCT LITERATURE, OR Phone: 503-$72-3600 9 �r RIGIOLAIVI LVL beams,see Fastening �. RFPI 400 14.75 a•T 0-5' 1'•7" 2'•11" 4-4' �'•S 3'•13' 7•B 8'•10 ach Hoist to 8d box toenails Recommendation For Multiple Ply, Top-mounted hanger installed ENGINEER OF RECORD FOR THIS PROJECT. Phone: 888-440-3600 .V ---"�, RF P140 16.42 0.7' 0.10' 2'-0' 3'-5' 4'•11' 5'-3' 6'-5' 8'•2• 9'-6' '3 plate with one 8d nail @ 6" o.G. RIGIDLAM'LVL Members below per hanger manufacturer's 6. SHIFT RFPI JOISTS UP TO 3"TO AVOID PLUMBING DROP,TYPICAL. 11 7 Ch side of the I-Joist at bearing recommendations 7. REFER TO THE STRUCTURAL DRAWINGS FOR ALL NECESSARY DETAILS,TYPICAL. Fax: 503-238-2663 1 � . RFPI 6OS 16.42 0.8' 1'-10' 3'-Y 4'-5' 5'-10' 6`-2' 7'-4 8'-11• 10-1" Nate:Unless hanger sides laterally 8. CODE REPORT REFERENCES-(RFPI)I-JOISTS: (ESR-1251), GLULAM: (Y-117). r RFPI 70 1642 0-7' 1'-0' Z'-5• 3-10° 5-6' a'-o T•�• 9'-4' 10-8• avoid splitting flange, install nails a minimum of 1'/z" support the top flange,bearing 9. ALL 24F-V4 GLULAMS BEAMS TO BE HIT AND MISS APPEARANCE GRADE. {/ RFPI RAS 1R 50 0'•11" �'•4' 3'-10" .5 4' 4'.11' 7'.4' RP-7- lA.4' 11'.!.' stiffeners shall be used. {see Figure 1) Im end of I-Joist. Nails may be driven at an angle 10. ALL 30F E2 TO BE INDUSTRIAL GRADE. cc o Knockouts: See notes 7 and 8 on page 11 . DO NOT hammer holes in web, except at knockouts. co �Fr,Qo 21.08 a-7• 1'-� �_4• 4'.4' s'.11' 6-4 7' 9-s 10-10 avoid splitting of bearing plate, F w . z z _,, , RFP120 12.67 a-7' 0-8' 0•-8' 0''9• o-9" 1--1- 2'-7 4'-2' 5•-4' d'-1" 1r-2' 4'-11• z z at. z f] Y - - _ _._ _ - -- 1011 410 10.4'2 U-7' tr-8' 17-5• I'-4' '1-b" 1'-8' !'-6' 4'•!- ]'-b' C'-U" /'-T y-4' Lu W 2 o M W How to Use Hole Chart Optional Hole Calculation: RFPI 400 14.75 0-7' 0-8' 0-8' 0-9' 1'•11' 2•4 3'-7' 5'-3• 6'•4' 7'•0°' 9-C 10-10' a W •z _ o W 1s;�'' Never drill, cut or notch the flange, orover-cut the web. Holes in webs W 0,,,,,1-1-1 - 0 til m The Hole Chart is based on the Hoists being used at their RFPI40 16.42 0'•7' 0'•s' 0•8' I'-3' 2-7'• 2-114 4'-2' 5'-11' 7'-0' 7'-9^ 9-8' 11%7' t gce t-.- -- 1.1_0 - 1 . Recd across the to of Hole Chart to the desired hole size. 14' r ca _ I- p maximum span- If the I-joists are placed at less than their full RFP1505 16.42 0•T OAT 0'•8' 1'48' 3.2' 3%6' 4'•9` 6%6' 7'•8' 8'•4" 10'-4" 12'•2' :' w m 00 N a [z7 p r 2. Fallow this column down to the raw that represents the I•Dist depth cad designation. �/ ,, should be cut with a sharp saw. For rectangular holes, avoid over-cutting z 0 o es 0 �, o P I P 9 allowable span the minimum distance from the centerline Of the RFPI ld d2 a.7' rl'.ir' D-A' 1'.6" 3-1" 3'•h' c_r7' b_7' 7'•9' 8'-6" 10-11• 1?'-I I" ��s' ill,� ''1�^' }.- 4 FL;c) W a z This number indicates the minimum distance from the face of the nearest support to the hole to the face of the nearest support D asgiven above RFPI say 19.92 0-7' 0'•�' 2'-2' 3'7^ 3-t• 5-5' 6' s-s' �'a• to-4' i2'-s" 14'0 f" } z a 2 a g ❑cn w joistPP } . the corners as this can cause unnecessary stress concentrations. Slightly 0 ww aco centerline of the hole. + rY g Y _. 1- m-w g m 1-o may be reduced as follows: Wei 90 22.17 0-7' a'-8- I'-9• x-11' 4-7- 5'-1' 6'-5- a-3' 9'-5- 1112-2' 12'a• 14-0' c> w w= W ==z Example: Need a 41/2-inch hole in an 11 .7/8" RFPI-400 joist: UPI 405 16.47 U./' 02.13• 0'-8^ U'.9' 0.9" 0-10" 1'•5' 2'-9" 3•-/• 4-1" 3'-6• 6' 7'-0- 8'-9• 1Y-v' r rounding the corners is recommended. Start the rectangular hole by drill- o W o a ? LL° From Hole Chart, D - L x O RFP1400 14.75 0-7' 0-8' 0'-8" 0.9' 0.9" 0-10' 0•-13' I'.11' 3'-P 3'•10' 5-11• 7'-6" 8'•0" 10-4' 12'•3' ! N"I' �j!: :(21: jmzz AaC wgo a ial ..1• rCLRJ,J RFPI40 16.42 0-T 0'•8' 0.8' a.9' 0.9' 0-10" 1'•t]' 3'-5' a'-6• s-�" �'-ir 8'-s' 9'.0' lr-s t3-4• ! ' `IJ;.t �' ' �' in a 1"-diameter hole in each of the four corners and then make the °� �a a �2QFora 4-inch round hole, the minimum distance is 1 - 7 . SAF �,io 1 �" 9 N- -< _ =u • For a 5-inch round hole, the minimum distance is 2'- 1 1". 16' RFPI 505 16.42 0.7' e.g. 0'-8' 0%9' 0-9' 0-10' 1•-13' 3'-5' 4'•6' 5'-2" 7'.3' 8'•11' 9'-6' 11'•10' 17-9' Ifi z a Z F g O u O vi O Where: RFP170 16.42 0-7• 0'.6 0'.8• 0'-9• 0.9' 0-10" 2'_1• 4_2• 5-6• 4'-4" 8'_r 1a.5' 11'.0" 1__6' 15•_4• cuts between the hales t(s minimize lama a to the I gist. 11-L4ix o o ow, • Therefore the minimum distance for the 4',2-inch round hole is 2'-- 3" (halfway between = 9 l a 00 J wow, 11-7"and 2i-11"). D Minimum distance from the inside face of the Rai 50s 19.92 0.7• 0'-U' 0'•s' }'-2" 2'.10' 3-3' 4'•6" 6-3' 7'.5" 0-1" 9'-11" 11'-5' i 1'•t 1• 14.3' 1..-=• L z z m z LL m z R o G]w redu.xd ,Y P190 22.17 0-7' 0'-8' t7.8' 0'-10' 2-9' 3'-2' 4'-7' 6-7' 7.10" 8-7' 10'-8" 12-4' 12'•1 1' 1 C'-2' 17'-1' r--z O a n z u_ a N =m nearest joist support to renter of hole reduced forz o 1- -01-0006 t- -a o 0 Notes: less-than-maximum span applications ft. m z-i n n w 1>-�o u_ a a a P PP ( } WzrQww_m< 0 -Iw>-rrn 1. Distances in this hole chart are based on uniformly loaded I-joists and allowable I-joist c..z u)0 m u a a o w a:1-- readionswithoutweb stiffeners en minimum required bearing lengths. This chart Luau = The actual measured span distance between the GENERAL CONTRACTOR NEEDS TO CONFIRM ANY FLOOR OPENINGS REQUIRED FOR n ?0.,,,7,._,,I.,,„.� z U oU° conservatively accounts for the worst Dasa created by the allowable simple or mut- inside faces of supports (ft) (for multi span joist, use J w rc o- ce3,_1- tipbfloorspansshownelsewherein +isguideaion-center spacings of 12", 16", the longest span for l.,,,.„). MECHANICAL DUCTS/CHASE. PLEASE MARK ON LAYOUTS WHERE OPENINGS ARE Qtb 0a_,<0,0,_ Wril WJc'= 19.2" and 24" with floor loads of 40 psf live load + 10 psf dead load or 40 psf live SAF = Span Adjustment Factor given in chart. a w w a o J a m- ori ;ii LL 0 a load - 20 psf dead load. Holes In conditions that fall outside of the hole chart REQUIRED. SHELTER PRODUCTS NEEDS TO KNOW ANY CHANGES IN FRAMING AREAS 4��oo J4ra�cno aU�1- parameters t(includingg the use of web stiffeners longer bearing lengths D = The minimum distance from ho inside face of W-ia z o W=w iso a w°-. or other loading conditions) may still be acceptable. The most accurate the nearest joist support to center of hole from Hole FOR DUCTS BEFORE ORDERING ANY MATERIAL. =-1. qoo o-� aoz W Naz method of determining the acceptability l of agiven hole is the use of 1-1-=a:w w=z co a Q z-0 x J 9 P �Y Chart above. �gmaraQW.nc o Q 0zj-a appropriate software e.g. Simpson Stron Tie Component Solutions'"") or W 1-67 z Cn c>w-i x cs cD WWF 5w01-(2,2z -Doo UyWxz engineering analysis for the actual condition. If Lc,`�� is reaterthan 1.0,use 1.0 in the above calculation. i a $-z t-a w o z ce o m w 2 2. Hole location distance is measured from inside face of nearest support to center of hole. SAF 9w o a 0 D N D_ a o o W z , F w 3. SAF = Span Adjustment Factor for optional hole calculation, used as defined on this page. W w 0,...11-mi-ow o a w z a ei a N N o a o W d>FcWmO aOr• Oi8 V zV� I ¢J>2awoo ;oays a8Uiw� O �Eil1w`1"Nw�wxw cc E/2>swN - ZawQW0.'twi3FT-cc5u)u3Iv=i �i1~t=•Ow II }} �H�Nt7aQu7,G J•7� z010UF REVISIONS: (A) CB \/' t\C) (I:1 , (E) (F) 'G, A REDLINE REVISIONS 8/24/16 148' 9 1/2" 28' 11 112" 8' 0" 37' 5 1/4" 37' 5 1/4" 8'0" 28' 11 1/2" -- ,' . BASED ON PLANS DATED: STRUCTURAL CONSTRUCTION SET 0 - --- . _ LEGEND: b HIS CALC- 7 H181' H18 ._ - Hie 1 0 , _ C , Detail Reference "as �n En E HIS HSS . Hie Hi8 I, IQ , c c! J# Joist Mark f ri et Hi8`�'N FB8 HIS ' H18 FB8 WN HI8 (2)' e 2•-- m m m m ✓ m -v� , - --- - -- m ..; m m m • -m m rk CA# Rim BoaBM# Beam rd --1 ✓ x x = x x z ..� Y= V= y s _ �= y= _ _' H18 J2 E HIS HIS H1a = x = x F "31� y"�' J2 "2' TYPE A3 MATERIAL LIST FOR (1 BLDG ONLY) H,a - - r3 m 1',� Verify Cloud N - .._._ -H1Bt 3H78 3H2, "T3 ' pu; .-Ad - ` re PIotID Length Product Plies Net Qty �H1a m m H,et 'Hie N M d Wet "3 320 12' 0" 11 7/8" RFPI-400 1 16 CL Construction Line sale in c �N m m HIS sH,e m m '\7A HI! m 310 10' 0" 11 7/8" RFPI-20 1 24 BK# Blocking =j m m _ J8 12' 0" 11 7/8" RFPI-20 1 64 Hie J6 Hie HIa H1e HIS Hid H18 H1e - FBO Framing By Others J1 3 I 1�1`Y.]' C 13 J6 C C21,11 J6 14' 0" 11 7/8" RFPI-20 1 8 - - Hie HIS Hie al , m H1B HIB 2 a c Hi8 H18 HIS . J4 23' 0" 11 7/8" RFPI-20 1 48 B80 Beam By Others t 24 c> CALC- 6 R FB3 H,9 HIS Hie n 2 H,a•iSHI! 2 " HIS H,e H,a J2 26' 0" 11 7/8" RFPI-20 1 8 SBBO Steel Beam By Others m ,2 Bk2 Bk2 m 6L3'•y ...y 912 842 812 B42 812 +•� ¢""-•••� ym ` p� i ti -"•m 812 812 8L==. - _. .,. 7 1 11 1 8" N i _ _ = s ITT $ H,,�= CALC. H18/H1a H4tl HiOc� n78 m N78 HIS Hta Htfi = FE x HNZ fik2 812 9A2 Hk2 = _ "i JJ 261 OI' 11 7/U RFPI-20 Z 16 CALC# calculation Cailaut 1,��. J1 37 0 11 7/8" RFPI-20 1 24 tes W =Mal Me • HIS FB� 11 I IP ' H,a 1./•„f !f Mora wy,43 O H48 H10 ..8 Q Hiel HIB .. 3231 9' 0" 11. 7/8RFPI-400 1 8 1 C3).113 3 413 ]•"a�••7-^-i n1a H18 `Y� H1a H18 a HIB ' H18 ►fa H18 �� 321 12' 0" 11 7/8" RFPI-400 2 16 M Pi S C9 , 1. Q 24"Off. 9 ' D. iR N �N ,°ev - I N HIS a HI! �3�0.(C. 24"O C. 319 13' 0" 11 7/8" RFPI-400 1 8 I fJ ; •Hi! ea ,� HI! H1e H,a_ HIB 1111111 LL HIS H16 Hie ; -, 318 14' 0" 11 7/8" RFPI-400 1 64 rn (4 J 2}JI a m Hie His 21JS J2� U Hi8 0 m Hi8 HIS s H78 317 15' 0" 11 7/8" RFPI-400 1 16 24" 24 S.G. 2Hie Hie. -t C 24 O.C. 2 "OC. Nm m qm m m m m m m m m m n H15 ❑ HIB H18 is HIS Hie m ''1i HI! H78 ❑ Hia, m m m m m m m m m m _ a m m N 313 27' 0" 11 7/8" RFPI-400 1 72 l ,,_ _ �_ .._ �._ ., .._ .._ "_ .._ .._ .._ .._ .._ ' m " .. .. .. .,_ ., _ 2' 0" -1/4" x 11-7/8" APA Rim 1 184 © '•" V V" -_-_.. - _ - - _. -._.... --- .. --.. ,-..H __.- -.___. --.. - - - • ". Yx Y= x Vm Vm_ m m e m_ m V x x - - -E2 t {73 \ • �m um .Jm um. •�• ym Y N.- m • m m n1e n18 H78 HIB I HIBH1B Hte Hta w m Ya m m ‘.1 61 OH 2Hx pH G = s = i = a 'x z = i a z 'x 0.3 3 C 3 t = _ 5 z z x ^x px yz y= yx x x x U FB13 3 1/ 11 7/ 23000 2.1E 30F 1 $ f� Nis p His H18 V • m Hie 'H10 HIB g Vi-43Hi! HI! _ -.Ti (, F �J z.if r N , ,o ^- Ts - J5 0" 1 3/411 x 11 7/8' �2.OE 3100) LVL 1 C 2 b 24 S.C. _ 12. z4 1�C. 2 " FB8 12' 0" 3-1/2"x11-7/8" GL3000 2.1E 30F-E2 1 8 C H19 H1e His m Hilt M1a H78 Hi8 =18r - c s s FB4 18' 0" 7" x 11-7/811 GL3000 30F-E2 1 8 • O)J13 3) 13 }H18 Cj "7a HIS HSB N78 r N78 Hta HSB HIB Hie HIB nie 3)/13 {3)J13 - CO 24"OC. P • o m flci „ Qu ` ,, . • O.C. (1ONLY)d . H1e Hia . 'HIS LL N M s a M e7 r LL M : N PIotID Qty Manuf Product Skew Slope 11 H16 �+ FB3 m H13r� Hie ma 'FN Hie m �ry Met Hi8 :N HiB c4 H18 Hi! .• Hiac m e _m m m _ H16 376 USP TFL20118 - - Cr = x i BId Bk2 Bid Bt2 812 i i m I n - m - 5 = _ _ • -- -�. _ _ -'--• - H18 344 USP TH017118 - - n W [h m Hi! Hie nig `m H1S H1a m H1a n18 nie m m 8�Z a 2 bk2 oke ak2 (i] CL E 2 �(j.,`i,7� C 7 ••••• *� - ak2 B>c2 B 2 R C. His `7 N16 m m FB3 ' v H19 8 USP TH020118-2 - - HIS Hi8 Hib Hia Hta H18 Zo Q J1 }- ;�° n 1j� M°a y-� �J��1 H21 16 USP TH035118 - - 0 ,,, �.. �. H18 J6 N78 H7, '�!(�y m Hi! H,S m N HIS HIS H,S 24"QrC. N < Ln O 3 C1 C �/ CO L m m J6 LL -•�•� HIe HIB Hia H18 I• LT- , - G 7 C x C3 •n.B 0 m m k18r 'H18 m -1 Q H18CPI O f' m m aa ,I-Ir�llll co- (N N H,a HIS H1e �1N nie N ❑ M "3 -Ail 3 1421 C = H21 H21 C 8 ni Q FBBs Fila dt Hi! 1B J3 :' /y ` x x -z m z z x = x x x x Ix �x x x z ,= x x x �x ^x 1 LL {/r�, �m m m m m m m. J2 m Y (4) - - _ _ - -- -- ..r�� 111 .1_._ -:..___I.___. 0 ,,,,,., al i!:: o a -- -H76 e" HIS' HIB +r •HIS Hi8' N H18'I 'HIS (+l N H19 0 Job#: 6050618 (5\ Date: 08/24/2016 Scale: 118" = V-0" Drafter: ZAK LOADING: BUILDING A3- SECOND FLOOR FRAMING PLAN Live: _- Dead: - I I 400.\1 Corridor: - ,wI�,* cf o�P' DEFLECTION CRITERIA: Q-O4 - 4'43 Live: L/480 Total: 21360 QQ $' �,, Sheet o 5 OF 11 Holes For RFPI®-;Joists Used In Residential Floor/Roof Applications 110L: CIIART- MINIMUM DISTANCE FROM INSIDE FACE OF NEAREST SUPPORT TO CENTER OF HOLE 5 . Far Rimbaud i GENERAL NOTES I•Joiist Joist Span Round Hole Diameter(le.) vertical load capacity { 1 i 1IDLMi\/ "LVL Beam tk 2x plate flush with Minimum distance from inside face of support to the center of hole. See Hole Chart. Depth a.Iflg- Adjue+• a s Ib see Rimboord/1 Joist O ;All insidefacpobfarnlIMPORTANT: PLEASEREVIEWTHESEMATERAILPLACEMENTDRAWINGS CAREFULLY. THEYi{in.l 1latbn mark z 4 a a-IN >' a e-S/e 9la to-a14 tt t: is 3Hr Blocking PLF Table � REPRESENT THE FULL EXTENT OF THE MATERAlL WE ARE PLANNING ON SHIPPING r T _ rMln. 2x dIQ. #a roe OAlnlm•m Dlronee from Iruide Fare at Nrarcsi Support to t:entrr of Hde:fl-I,.) In Figure 2 I�oflar erholeSee Note 11 on page 11. _ W tFr1,12o 1 23 17-7' a-R' r-o• 43-6'-4' s-4" s-9 %rOne8dnailof to and w ~� J} \ 1. SEEDESIGNCALCULATIONS FOR INDIVIDUALMEMBERBEARINGREQUIREMENTS, ORT r� RFPI 405 13.23 t-2' z'-z 3'-3' 4'-4 3-9" 0-3 ` r-bottom flange --- + • PRODUCT LITERATUREPROVIDED. �,,iC) 0 2. SEE DCA 3 DOCUMENT SUBMITTED WITH SUBMITTAL FOR FLOOR/CEILING FIRE ASSEMBLIES. ill�t 'RFPI 400 14.08 1'-D ?'-1• 3'•3 a'•9' 6 4• a'•9 ► - y Otic• -L.- 007„44 3. SHIPPED MATERIAL DISCREPANCIES MUST BE NOTED ON BILL OF MATERIALS.SPI MUST BE �, e,' -+ f 1,140 14.75 0.8' t'.11• 3'•2' 4'•9' b-b" 6.71" lop-or face- ° `p NOTIFIED WITHIN 48 HOURS OF RECEIPT OF GOODS, 1490 SE Gideon St • l RFPI 605 14.17 2-0' 3'-3' 4'-8• 6'•1' 7-7" 8'•0' v ' - -� __ mounted hanger 4. SHEET ROCK STOCKING/LOADING MUST BE PLACED FLAT ON FLOOR PERPENDICULAR TO 1 + r ` 3f 4X 101,170 15.33 I'.1' 4'•3 3'-115" 5'•6' 7.3• ;-8' /' --7 installed per hanger• \ JOIST SPANS. NEVER PLACE SHEET ROCK ON END PARALLEL WITH THE JOIST SPANS. 5UIte 100 ' a diameter 1'1,120 12.67 17 7' 0 e Cr s' 1'4 J T 3 9' S'Cr 6' 10' &'0• Attach RigidRim ' manufacturer's recommendations `' 5. ANY WEB STIFFENERS REQUIRED ARE BY OTHERS.WEB STIFFENERS REQUIRED AT FACE Portland, OR 97202 ,' , Rimboord toir \ MOUNT HANGERS ON I-JOISTS IF HANGER DOES NOT LATERALLY SUPPORT I-JOIST TOP `. a RFPI 405 15.12 Q.T Q.10 t'.ta• 2'.11" .4 0 4.4 5'•2` 6'-B` T-1 t For nailing schedules For see Fastening multiple ` FLANGE,OR IF INDICATED BY ENGINEERING CALCULATIONS, PRODUCT LITERATURE, OR Phone: 503-872-3600 top plate using RIGIDLAW LVL beams, • UPI fob 14.75 U-7 U'•B' ,'•7' 2'•11" 4.4" •a s'-1J r•e a'•lo" axil I joist to 8d box toenails Recommendation For Multiple W Top-mounted hanger installed = ENGINEER OF RECORD FOR THIS PROJECT. Phone: 888-440-3600 --"'r RFP140 16.42 0.7' 0.10' 2'•0' 3'-5' 4'•11' 5'-3' 6'.5• 8'-2• 9'.6' a plate with one 8d nail @ 6'o.c. RIGIDLAM4 LVL Members below Y• per hanger manufacturer's 6. SHIFT RFPI JOISTS UP TO 3"TO AVOID PLUMBING DROP,TYPICAL. ti-z�" ch side of the I-Joist at bearing recommendations 7. REFER TO THE STRUCTURAL DRAWINGS FOR ALL NECESSARY DETAILS,TYPICAL. f`ax, 503-23$-2663 101,1505 16-42 0-8' t'-10• 3'•Y 4'-5' 5'-70' a'•2' 7'-e B'-11' 10.1° Note:Unless hanger sides laterally 8. CODE REPORT REFERENCES-(RFPI)I-JOISTS: (ESR-1251), GLULAM: (Y-117). RFPI 70 16.42 0.7' I'-0' 2'-5' 3'.10' 5-6' 6-0 T-e 9'-4' 10-8° 1 " support the topflange,bearing9. ALL 24F-V4 GLULAMS BEAMS TO BE HIT AND MISS APPEARANCE GRADE. avoid splitting flange, install nails a minimum of 1 I, PPs . RFPI ROS 1R CR 0.11" 7'.a' 1'-111' S'.4' 6'.1P 7'.4' R'.;' I0".4' 11'.6" I stiffeners shall be used.{see Figure 1) om end of I-Joist. Nails may be driven at an angle 10. ALL 30E-E2 TO BE INDUSTRIAL GRADE. w Knockouts. See notes 7 and 8 on page 11 . DO NOT hammer holes in web, except at knockouts. RFP190 21.08 0.7' 1.4" 2'-9' 4'4' s 6'-4 r 9-s ter.,a avoid splitting of bearing plass. w coW o z z a q RFPI 20 12.67 4•T xr-B 0'•a' 0'-9' 0-9' 1'•1' z'-3' 4'-2' 3.4 a'-t" a'-2' 9-11' W xZ9 uu..LU a ¢W �" Ia-rl 44]) 16.41 U-T U-tr U'a" I'-4' 1-D" 2--t! !'-b' 4'-4Y•Y G'•U" r'-T v-4' (A Z I- ', Z co W How to Use Hole Chart Optional Hole Calculation: RFPI 400 14.75 0-7' 0-8' 0.8• 0•9' 1'•11 2'-a' 3-7' 5'-3 6'•4• T-0° 9•C' 10-10' w ui W z w ¢¢w The Hole 0-lee is based on the I-joists beim used attheir 101,140 16.42 0.7' a-B' a•8• 1'.3" 2-7" 2-11" 4'-2" 5'-11' 7'•0• 7'.9" 9•.8' 11%7• ° ,, Never drill, cut Or notch the flange, or over Cut the web. Holes In Webs cc r wm o Ow0 1 . Recd across the top of Hale Chart tothe desired hole size. l 9 14• Il� p,, , a �� °r maximum span. If the I-joists are placed at less than their full RFPI 505 16.42 0.7' 0-B' Or 8• 1'•8' 3.2" 3'6' 4'•9• 6'•5' 7%8• 8'•4" 10'•3" 12.2' r °'a. * ��,��,{ai ,,, m o co p 1- 2. Follow this column down to the row that represents the I-joist depth and designation, r. ,- , �6''e'", should be cut with a sharp saw. For rectangular hales, avoid over-cutting = us oo W a y�o 00 allowable span the minimum distance from the centerline Of the RFPI 70 1642 a.7' 044" 13%A• 1'.6' 3_1' 3'.6' e•-13' 6.7' 7'.9' 8'•6" 10%11' 12'.11" r� / 1- This w Z number indicates the minimum distance from the face of the nearest support to the hole to the face of the nearest joist support D asgiven above RFPI sos 17.92 0-7' 0'-7' 2-2• a'-7' 5-1 3°-s' s' et-s' 0'-7' to-4 tz'•s" 14'0 r•""• -°'� z a a g a N centerline of the hole. I PP � ) �' the corners, as this can cause unnecessary stress concentrations. Slightly F 25 W W,n d v_,1-a may be reduced as follows: RrP190 22.17 0.7' 0'-B' I'•3 2'-11` 4-7" 5-1' 8'-5" a-3' 9'.5' 10'-2' 12'-3' 14'-0' -� U w = z D z Example: Need a 41/cinch hole in an 11-7/8" RFPI -400 joist: 101,1405 16.42 0-7• 0-1r 0'-a" 0-9' 0-v 0.10 l'-5• 7'-9" 3'-/• 4'-1" 3-6' 6'.r' r.0" tr-9' 17-9• I rounding the corners is recommended. Start the rectangular hole by drill- w o re LL -a W LL0'' From Hole Chart, L RFPI 400 14.75 0-7' 0.8' 0•-8' 0'9' 0-9" 0.10" 0-17 I'-11' 3'.1' 3.10 5.1 I" 7'-6" 8'•0" 10-4' 12'•:.' a ce aim Q c7 tu a O z a,hkaln U d W Q Z Z W W O • Fora 4-inch round hole, the minimum distance is 1'- 2". D,r.,._",. = x D 1FPk40 16.42 0.7• a-a' 0.8' 0'-9' 0.q• D-10' t'.13• 3'•5" 4'•b• 5'-2" 6'-11' &'-5" 9'-0' 11-5' 13°-4• / ! Ing q 1 -dlameler hole In each of the four Corners and thein make the rn�a WOO ill a j=¢ SAF /ili t�/�,/ (91-,1=O u. IY r zs 0 • For a 5-inch round hole, the minimum distance is 2`- 1 1". la• R0P1 sos 16.42 0-7• o'-e' 0.8• Q'-9" 0-9" a-ta• r-t3• 3'-6• 4'-6• s'•2" 7'-3• 8'-n• 9.6• t r-lo' 13..s. z a ? o u 0 en o Where: RFPI70 16.47 0.7' ex-01, 0•.8' a-9' a-9• 0.10" 7'_1 4-2• 5'.6 a'_4" s•_7 1as' 11'-a 17-6• 15'-4' cuts between the holes to minimize damage to the I-joist. tau- ¢Uoo ° 2U°w • Therefore the minimum distance for the 4'/2-inch round hole is 21-- 3" (halfway between RFr'I sos 19.92 aa' o'-v' tY.1,' t'•z° z'•1a �'-a' 4'-a• a-� 7'•5" 0-1" 9'•11" 1 t's' 11'.11' 1..�' t ±,..,z z mgr.,"5 3 m z 0.o m 1 -7 and 2'-11"). Dr"kl,,.oJ = Minimum distance from the inside face of theo z o cc a- o rn 8--m nearest loisl support to center of hole, reduced for RFPI 90 22.17 0-7' 0'-a" 0-8' 0-10' 2-9' 3'-2' 4'-7" 6.7' 7-10' a'-7• to'-a' 12.4' 12'•11' 13-T 17.1- 1-01- a F o 0 0 z ,_ i_a o n Notes: less-than-maximum span applications fft). m z V W o} w g o a¢ wz row 1. Distances in this hole chart are based on uniformly loaded I-joists and allowable I-joist a z w o m o a o,o W ?,x i- readionswithoutwebstiiienersenrninimumrequiredbearinglengths. This chart L,._i"" = The actual rneasured span distance between the GENERAL CONTRACTOR NEEDS TO CONFIRM ANY FLOOR OPENINGS REQUIRED FOR a5zsc2 L1,,z U �o0R conservative) accounts for the worst case created b 'the allowable simple or mut- inside faces of supports (ft) (for multi-span joist, use a w y Y file longest span for la J�o��ao>�°r° w1N0 tiplefloorspansshownelsewhereinthisguideaton-centerspccingsofIT 16" g ,",1)' MECHANICAL DUCTS/CHASE" PLEASE MARK ON LAYOUTS WHERE OPENINGS ARE Q z�Q w W JJ = 19.2" and 24" with floor loads of 40 sf live load + 10 sf dead load or 40+ live s-w m it o a a m-m ui 1- J(-3(,)o w P P P� SAF = Span Adjustment Factor even in cJ-Eart_ load - 20 psf dead load. Holes in conditions that fall outside of the hale chart P g REQUIRED. SHELTER PRODUCTS NEEDS TO KNOW ANY CHANGES IN FRAMING AREAS ..c 05>-< LL,- _vltrpn�Ir1_pWp, apo} parameters (Including the use of web stiffeners, longer bearing lengths D The minimum distance from he inside face of m a=I-?o b-'=W 5 cz c� Q a 7 z or other loading conditions) may still be acceptable. The most accurate the nearest joist su ortto center of hole from Hole FOR DUCTS BEFORE ORDERING ANY MATERIAL. w,corcw„�;k awz Win-oZ I pp =wo_oo- lWoi5 rn� method of determining the acceptability of a given hole is the use of I-I- ceW W=w m w a Z--o,,g appropriate software e.g. Simpson Strong Tie° Component Solutions"") or Chart above. .-m a z°z ,n to u tu to o z 5 a 11J Hf!)Z41W1]fnUw.r X!'�y (3 engineering analysis for the actual condition. L 5 w a I-o lE. Z N u o 00-Pole? uJi rri...Z �ZOwZ UW w< If °""`- is reaterthan 1.0 use 1.0 in the above calculation. 'x 1-o a r w - 1: o 2. Hole location distance is measured from inside face of nearest support to center of hole. SAF - w w o o D u,D= a w o I" W 3. SAF = Span Adjustment Favor for optional hole calculation, used as defined an this page. V z o o cot w a a o W 2 0) Z? Holes For RFPI®-Joists Used In Residential Floor/Roof Applications I IOL: CI IART- MINIMUM DISTANCE FROM INSIDE FACE OF NEAREST SUPPORT TO CENTER OF HOLE Far Rimboard GENERAL NOTES I•Ioist Joist Span Round Note t]Ianeter(!n.) vertical load capacity 1 i �., RIGIDLAM"LVL Beam 1k 2x plate flush with 5,11 Minimum distance from inside face of support to the center of hole. See Hole Chart. Depth Desig• Adjust. ID G� p inside face of wall IMPORTANT:PLEASE REVIEW THESE MATERAIL PLACEMENT DRAWINGS CAREFULLY. THEY pP see Rimhoardll Joist \ or beam • PO ration mans 2 a 4 s 6 6.1/4 7 tr 8-3J8 9 16 10-44 11 12 12-314 REPRESENT THE FULL EXTENT OF THE MATERAIL WE ARE PLANNING ON SHIPPING /�~ � Blocking PLF Table � Min. 2x dia. fof0r MinimumDiranceIoreInsideFaceelNearestSupparttoCanterofHele:f-in.) m Figure 2 -- See Nate 11 on page - of larger hole P 9 srPl2o 11.,8 o-7 xr-11 2'-0• 3•G' S-a• 3-9 �� 1 One 8d 'oil of top and Ailll . ` ` t, SEE DESIGN CALCULATIONS FOR INDIVIDUAL MEMBER BEARING REQUIREMENTS,OR RFPI q05 13.25 1'-2' r.r 3'-4 4'.4- 3-9" 0'-3 bottom flange =�� .,� PRODUCT LITERATURE PROVIDED. PRO RFPI 400 14.08 I'•0' 2'•r' 3'•3' a'•9' 6-4` 6'-9' 4---- -00,00;00 .------ / I N,N/ 2. SEE DCA 3 DOCUMENT SUBMITTED WITH SUBMITTAL FOR FLOOR/CEILING FIRE ASSEMBLIES. �IN C' •' o tip" 3. SHIPPED MATERIAL DISCREPANCIES MUST BE NOTED ON BILL OF MATERIALS. SPI MUST BE •• �`., RFP140 14.75 0•S' i'•11' 3'•2' 4'•9' 6.6" 6.1 I" t ; - Top-or face- `' N NOTIFIED WITHIN 48 HOURS OF RECEIPT OF GOODS. I RFPI 605 14.17 z-o' 3'-3' 4'.a• 6'•1' 7-7• a-0' 11p �' 1490 SE Gideon St - " x mounted hanger 4. SHEET ROCK STOCKING/LOADING MUST BE PLACED FLAT ON FLOOR PERPENDICULAR TO I e Suite 100 0 0 •• e • • 3/4x RFPI 70 15.33 1'-1' 2'-3' 3'•1(r 5.6" 7-3" 7-8' A' installed per hanger`'/ JOIST SPANS. NEVER PLACE SHEET ROCK ON END PARALLEL WITH THE JOIST SPANS. • 1 i efPt2o 12.67 a 7 0'e' 0'e" i 9' 3 4- 3 9 5'0' 6' 10• 8'0' I Attach RigidRim manufacturer's recommendations `'� 5. ANY WEB STIFFENERS REQUIRED ARE BY OTHERS.WEB STIFFENERS REQUIRED AT FACE- Portland, OR 97202 + diameter .-' Rimbaard io MOUNT HANGERS ON I-JOISTS IF HANGER DOES NOT LATERALLY SUPPORT I-JOIST TOP ,`. �� i ; RfPI 40$ 15.17 0.7' 0.10' 1'-10' 2'•11" 4-0" 4'•4 ;.:• 6'•6' 7'-11" 4 For nailing schedules for multiple 1 Phone: .x703-872-3600 ,'•. . . top plate using 1�ilr` RIGIDLAMR LVL beams,see Fasten,n FLANGE,OR 1F INDICATED BY ENGINEERING CALCULATIONS, PRODUCT LITERATURE, OR N . . • • RFPI 400 14.73 0.7' 0.8' 1'•7• 2'-11" 4-4" 4'•8 3'-1D' 7•55- 11'•10- 'ach I-joist 10 8d box toenails Recommendation For Multiple Ply, 9 Top-mounted hanger installed - ENGINEER OF RECORD FOR THIS PROJECT. Phone: 888-440-3600 '-...,__•-• RFPI 40 16.42 0.7' 0.10' T-0' 3'•5' 4'-11' 5-3' 6'•5' 8'•2' 9'•6' 0 plate with one 8d nail @ 6"o:c. RIGIDLAM`LVL Members below per hanger manufacturer's 6. SHIFT RFPI JOISTS UP TO 3"TO AVOID PLUMBING DROP,TYPICAL. f' 11-7A• Fax: 503-238-2663 RFPI 505 16.42 U-e` 1'-iD' 3'-2• 4'-5' S'-10 6'2' T-a` 8'-li• 10-1` ch side of the I-Joist at bearing recommendations 7. REFER TO THE STRUCTURAL DRAWINGS FOR ALL NECESSARY DETAILS,TYPICAL- Note: Unless hanger sides laterally 8. CODE REPORT REFERENCES-(RFPI)I-JOISTS; (ESR-1251),GLULAM: (Y-117). RFPI 70 16.42 0.7' I'-0' 2'-5' 3'•10' 5-6• 6-0 7'-s' 9'•4' 10-8• ovoid splitting flange, install nails a minimum of 11/2" support the top flange,bearing 9. ALL 24F-V4 GLULAMS BEAMS TO BE HIT AND MISS APPEARANCE GRADE. RFPI RQS 18 Sfl n..11" 9'.4" 7.1(2' 5'.4' A'.11' 7.4' q'-i 10'•4• 11'.x.' stiffeners shall be used. (see Figure 11 1m end of I-Joist. Nails may be driven at an angle 10. ALL 30F-E2 TO BE INDUSTRIAL GRADE. ce Knockouts: See notes 7 and 8 on page 11 . DO NOT hammer holes in web' except at knockouts. RFPI90 21.08 0-7' r-4' 2-9' 4'4' 5'11' 6'4' 7', 9.5' 10'•10' - avoid splitting of bearing Dials. w a z °z_ co �� RFPIzo 12.67 as o•s 0-8 0.9 0-9" r-r 2'•3 a-z s•4 e-1' 3•2 9-11- Kr ( w a I¢w r1 4u I o.a''2 U-7' r-tr LY-4" I'•4' Y-5 7-t1' a'•6' 4'•I' S'-S' t'-U" T'./' '-4' w 4 F- z v)cO How to Use Hole Chart Optional Hole Calculation: RFPI 4000 14.75 0-7• 0'-8' 0'-8" 0'•9• 1'•11' 7-4' 3'-7" 5'-3' 6'•4' 7'-0" 9•-0' 10-10• a: z �' ¢¢ Never drill cut or notch the flange, or over-cut the web. Holes in webs w _ �-W o yam The Hole 0-tart is based on the I-joists being used at their RfP140 16.42 0-7' 0'-8' 0%8' 1%3' 2-7' 2.11" 4%2' 5%11• 7%0' 7.9^ 9.8' 11%7' ,5i1 s i rt 1-1- W ca °n O 1 . Recd across the top of Hole Chart to the desired hole size, 14' ♦/ )...0 z51-- >-macimum span. If the I-joists are placed at less than their full RFPI 505 16.42 0•T 0'•B' 0•a' 1'•8' 3.2` 3'•6' 4'•9' 6'-5' 7•8• J?'-4" 10'-4' 12.2' �, / m D m u) O 00,1-.1 2. Follow this column down to the row fhct represents the I-joist depth end designation. should be cut with a sharp saw. For rectangular holes, avoid over-cutting I- ❑a �� allowable span the minimum distance from the centerline of the RFF170 1642 0-7' o'.R' a-11• r•6- 3-1• 3%6' -10' 6-7' 7.9' F-6" 10'-11• 17'_1 1^ ui W o W a w Z This number indicates the minimum distance from the face of the nearest support to the hole to the face of the nearest foist support(D)as given above RFPI SOS 19.92 0-7' 0-9' 2'-r 3'•7• 5.1• s's' 6' 8-5' 7-7' 10-4' 12'-s• 14'8' ( z Cl. GO a g o co 00 centerline of the hole. the corners, as this can cause unnecessary stress concentrations. Slightly F Lu IA wm ° En-- may may be reduced as follows: RrPI90 22.17 a-7' 0'•13' 1'-3' 2•-m• 4-7' 3'-1' 6•-Y 8-3• 9'-5' 10'•2• 12'-s- 14-0' 0, 0 W W= cry m D z Example: Need a 4'%i-inch hole in an 11-7/8" RFPIfD-400 joist: RFPI aas 16.42 U-I' tr.15' 1r-8 17.9 n-v 0.10• r•3• 7'•9^ 3'.r 4'-1" 6 6'-r r.u• a'•v t3-slif rounding the corners is recommended. Start the rectangular hole by drill- a o a o LL oila a o o z From Hole Chart, Lai�al RFPI 400 14.75 Q•T 0'-S' 0'•8' 0 9' 0-9" 0.10" 0-13' 1'•I1' 3'•1' 3'•10 Y•1l" 7'-6' B'•0' 1C'-4' 12' 4Jlt / ¢ 11eC- cum Zuj n D,�d.�1 = x D RFPI40 16.42 a-7' ce•s" 0'-s' a•9• 0-9" o-10* 1._18' 3%6• 4%6' 5%2" 6'-11" 8%5' 9%0• 11%5' 13.4, �10.1ii: . - / in a 1"-diameter hole in each of the four corners and then make the u Q CEoo z1W" a ��o • Fora 4-inch round hole, the minimum distance is l'- 7". ,�f .,• I; g �, a a ¢ r SAF ö:Ir 1• For a 5-inch round hole the minimum distance is 2- 11". 16' RFP10S 1647 0-7' 0'•8' a'a' 09 0-9" 0.10" 1-13• 3%6' 4-6' 5'-2" 1'-3• 1111' 96" 11-10' 13•-S• cuts between the holes to minimize dame eta the I- Dist.' �1ere: �� g I 3-a'c .¢U O � N U w • Therefore the minimum distance for the 41/2-inch round hole is 2'- 3" (halfway between =o ►- o ,� z 1'-7"and 2t-11*). D = Minimum distance from the inside face of the curl s0s 19.92 0.7• 0'•8' a-e' 1%2" 2.10' 3'•3' 4%6' c•3' 7'.5• a'•1• 9%11" 11••5' 11'.11' 14'.3• 13•-:' a w z m z m z a©co w bd� tl� nearest joist support to cachet of hole, reduced for RFP190 22.17 0-7' 0'-8' 0-8' 0-.10' 2.9- 3'-2' 4'-7' 6.7- 7-10• 8-7• 10'-a- 12.4- 17.11' 13'-2' 17'-1' z o o F 01_o re z Or („0-. ce Q 0 Notes: loss-than-maximum span applications ift). z e a Lu o in¢o o-o-a_< WZ aW 1. Distances in this hole chart are based on uniformly loaded I-joists and allowable I-joist reactionswithout web stiffenersonminimum required bearin lengths- This chart I _,• = The actual measured span GENERAL CONTRACTOR NEEDS TO CONFIRM ANY FLOOR OPENINGS REQUIRED FOR ~ W Q J� Uzv)OmU�a O W ��- g is .,i`�acu_sz c� Dao conservatively accounts for the worst case created by the allowable simple or mut- inside faces of supports (ft) (for multi-span joist, use - W o 2 0_a- m 5.u.a P s P ", the longest span orLe�,,,,, MECHANICAL DUCTS/CHASE. PLEASE MARK ON LAYOUTS WHERE OPENINGS ARE .1iTiQ°z <0;x�; W Jco= tiple floors ons shown elsewhere in this guide at on-centers spacings a 12 16", )• 19.2" and 24" with floor loads of 40 psf live load + 10 psf dead load or 40 psf live SAF = Span Adjustment Factor given in dart_ ¢w m A o>_a m-m o 1- R W 0)o load - 20 psf dead load. Holes in conditions that fall outside of the hole chart REQUIRED. SHELTER PRODUCTS NEEDS TO KNOW ANY CHANGES IN FRAMING AREAS W J„o?J<oWW°s awo J parameters (lncluding the use of web stiffeners,longer bearing lengths D = The minimum distance from fhe inside face of 1n Q x o m F cs xa 0 z a.7 z or other loading conditions) may still be acceptable. The most accurate the nearest joist supportto center of hole from Hale FOR DUCTS BEFORE ORDERING ANY MATERIAL. =ceorcoww-ioZ W,-oz method of determining the acceptability of a given hale is the use of 1•-1- ,r u_W=w m ua, a z�'o w a ( Simpson Strom Ties Component Solutions'" or Chart above. 3 m m xn°z m m a o o z-rte appropriate software @.g. p A I W 1--rn z W W a rn v w� x c0> o engineering analysis for the actual condition. L11� 5 tu o i-o Z ~D W o J ie z If is greater than 1.0,use 1.0 in the above calculation. a:i-❑= 1- w_,ctY cco-J W 2. Hole location distance is measured from inside face of nearest support to center of hole. SAF W o o a a a u.cc o 1-z ' it 3. SAF = Span Adjustment Factor for optional hole calculation, used as defined on this page• w z o U z o a o it m z a o a WF W z z Q Q s Q x w 0.V' W W X�OQOU UzUU 1-&51)01.=6010 aO I Qj}11 0o0 0Q.'s lic-)F µ1 R LLnj-W}WIZW 'SW 7u) a aauWiV'5wcoF-T rxzw = k cn r8x �F�c�ivivO ricor:�iad Zc,0U1- (A) ( B) C (D) (E) \(FG j REVISIONS: - I n REDLINE REVISIONS 8/24/16 29' 0f1 8' 0" 45' 103/4" 45' 103/4" 8' 0" 29'0" / / / / / , . , BASED ON PLANS DATED: STRUCTURAL C1 ' - - - CONSTRUCTION SET 05/09/2016 kr ,- 1115LEGEND: C; H1a H1a • r p i H1 H1a_ :is 1r •N1a' Detail ReferenceI�H1a B10 HIS {, I1a l ma J# Joist Mark OI FF __ ---_ __.__.�__._ _ - - 11 BM# Seam Mark V Y 'X' [ - _ ... n m m m "m m m m Ym �' -LP y£' £' �'- s. +.t• --V �. = V=. 5r= i-`�w v a1 '+.._ - v - V- tit -s.- n ••m m Ym m m m m a m w -� _.�+' _ _ _ _ _ = z = _ _ _ H _ = z �i = E 19 s ` g g 19 y 19 19 19 1 _ 19 2 = _ _ _ £ £ I s = = r P MATERIAL LIST FOR ( BLDG ONLY) Y Y ..m ym Ym ..m _ TYPE A4 MAT 1 Y) s m• ;m Fsio PlotID Length Product Plies Net Qty CA# Rim Board n I m 317 15' 0" 11 7/8" RFPI-400 1 24 Verify Cloud E 1 ' 334 18' 0" 11 7/8" RFPI-90 1 6 'N m J35 17' 0" 11 7/8" RFPI-90 1 72 CL Construction Line En= J1y ro a - CALL 6 , J� J1 336 16' 0" 11 7 8" RFPI-90 1 11 BK# Blocking R�p { 1J3 )a� J37 15' 0" 11 7/8" RFPI-90 1 15 FBO Framing By Others c j 24"u�" 2 mob• 35 (9 35 G. 2 �• 313 27' 0" 11 7/8" RFPI-400 1 96 • FB2 � 4P c. - 24 •.c - - BBO Beam By Others m �, '• J 14 25' 0" 11 7/8" RFPI-400 1 40 O Bk2 Bk2 Bk2 Bk2 Bk2 = x1k2 Bk2 Bk2 = Bk2 ti' "' w m a - - _ BB r x •':, Y=- tlk[ tlk[ tl ' a - Bk2 Bk2 6L2 Bk2"`6I m m 319 13' 0" 11 7/8" RFPI 400 1 8By N x x . z T w `. m _ s = s 321 12' 0" 11 7/8" RFPI-400 2 16 SBBO Steel Beam Others £k2 Bk2 , B.BO Bk2 eke BO N2 "• m B Bk2 Bk2 Bk B . .4•. ' FB2 CALC# Calculation Callout r r = r = z r z x = i' 323 9' 0" 11 7/8" RFPI-400 1 8 (€)J1 3 C ' L - e J13 Bkz Bk2 Bk2 Bk2 BO tlkz tlk[" b,[ FB6 3 113 (6)Ji 3 2s arc. a ;:r- ."` ( ate (E J .3 �� ) M1 324 7' 0" 11 7/8" RFPI-400 1 8 - ce m 2.'•ac. (5)114D. ( 11i 2. JC. m er v 4 zs"oc. 37 13' 0" 11 7/8" RFPI-20 1 6 �, m n ,� 24" D.C. 24" D.G. , n co r ' i R• � ' ' -a 38 12' 0" 11 7/8" RFPI-20 1 33 R J 24"0-.'C. -a v 2 °)o•0 c _ ( °)o ° IX--- ,s 2 2)/8 ).1 2 W 39 11' 0" 11 7/8" RFPI-20 1 3 r n - -m m w m m m m m m m m m m m - m e m m m m m m - m m m o m m m m m a m m m m •0 m m m MMMMMM m m m m m a m m m m m w m m m m203v J x S x wS S = Z S = _ = S = F _ _ £ x x x x x x x x x S x x x = r r r r r = _ 2 I I = rS = = x x x S Z x z = = x x I = r I 2 x x " -' £ Y Y x 2 = Y r S 1 11 11 02 w - w w %. w �. w w 0 w A w n .kk ...1 A w 011 (3). uVVVV Vy"n V1 Y _ _ VY 320 12' 0 11 7/8" RFPI-400 1 16 I_ _ _ _ _ m m m a m m m m m m m m m ., � m m m APA Rim w .. w w w m m m � m m m m m m m m m b " N Y r r r " -m m m `•m ••m •�•m `•m P.P."m ww w Y V 1 = x == x x x x = x x x x = _ 's z x s z = g z = £ x £ £ £ x 19 r 19 £ 19 19 x z 19 19 Y£ V£ Y£ = r ,_ _ £ _ £ x £ x £ Vx £ u= _ £ Y£ =..::-. £ £ i i x ...VE _ ...u= �_ _ z _ _ 2' 011 x - /8" (1 o)J o (9) 10 Bk2 1-1/4" 11 7 1 206Z J '2_Jb a v _ - -- _(3 JB et 2)Js J Bkl 3' 0" 1-1/4" x 11-7/8" APA Rim 1 1 44 2A"O. . 24" •.- oi 2 2i"�.c. 24" ••. . 24 Sc. 2 " FB12 81 0" 3-1/211x11-7/8" GL3000 2.1E 30F-E2 1 1 W 0) m (5)/14 (5)114 • ' FB11 10' 0" 3-1/21'x11-7/8" GL3000 2.1E 30F-E2 1 1 (3}.11 3 3} 13 Y m (1X1.3 4- o �- �. (!}J13 m X3)113 piiJ1 3 2 '� zs"arc. o' • Bis 2.0--64c. Bk2 Dskrr• BN2 BN2 za" D.C. 2• c. i " D. z4"arc. o FB2 6' 0" 1 3/4" x 11 7/8" (2.0E 3100) LVL 1 13 ' yF,; tlk[ tlkl Bk2 tlN2 bhl Bk2 Bk2 :k2 T = T T T = Bi✓Bkz Bk2 Bk2 Bk2 N2 = x = = 2 Bk B FB1 7' 0" 1 3/4" x 11 7/$" {2.OE 3100) LVL 1 1 L 1LLlLihbil F82 ti , �� § irir I FB2 m m FB10 11' 0" 3-1/2"x11-7/8" GL3000 2.1E 30F-E2 1 8S 2 = Bk2 Bk2 Bk2 BN2 Bk2 m- m .yk2 �_ '.. Bk2 Bk2•,a� EL FB6 "2 Bk2 m _ _ _ _ 1 " " 11 M rr_ _ £ ,• . Ys `B G Y= ^.,. tl4r '�xz eke x z _ FB6 14 0 3-1/2 x11-7/8 GL3000 2.1E 30F-E2 1 8 a (6) 35 (9 _ TYPE A4 MATERIAL LIST FOR (1 BLDG ONLY) w X24" �.C. 24 ••.0 Ica Rr. (- .' - PIotID Qty Manuf Product Skew Slope �� (,2 J1 1 V•mmH2 3 USP LSSH179 16° (R) - O I.. „ X ,; H5 8 USP LSSH179 45° (L) - i 0 -a n - H6 4 USP LSSH179 45° (R) - 73 m m m m m m CO CO m m z )o4i:. H12 4 USP LSSH35 14° (R) - Et N FBt )__ _ _w= = w= "_. �_ _. w= - _-_ H13 3 USP LSSH35 16° (R) - o °� d' t.w= w= _ __ __ •_ _ _ _ _ wT' w= _ .� .. .. w w" .. �.. .k .. .� = w = _ J= _ _ _ = w= H14 8 USP LSSH35 4S° (L) - X Q m m m m n N n n _ ry v ry y ry m b ' S g S F Z L Z Z = = Z = F S x = F Z i E i 1� Z i i = Z F Z I I S L •• 'm• m` a• m m m �4� alt++ - .._...-._.-- --- alt H15 4 USP LSSH35 45° (R) - < (17 Q W HIS Zi��y,]�: H16 408 USP TFL2011$ - - �/ L3.N g' H18 H1a T 'H1e J e a H18 232 USP TH017118 rHle 4I H1ae+ 5818 . r 4 H1ae H19 8 USP TH020118-2 - - I. t. En ._ - H21 152 USP TH035118 - - J\ I Jots#: 6050618 I Date: 08/24/2016 Scale: 1/8" = 1'-0" . Drafter: ZAK A _ LOADING: Live: - Dead: -' BUILDING A4- SECOND FLOOR FRAMING PLAN - Q-� Cofactor: I I J60 •c\ os' a�� DEFLECTION CRITERIA: J �O, Qct' Live: L/480 Tatar: L1360 PQ f {Q��"a Sheet G a �,,` OF Holes For RFPI®-Joists Used In Residential Floor/Roof Applications I IOL=CI TART- MINIMUM DISTANCE FROM INSIDE FACE OF NEAREST SUPPORT TO CENTER OF HOLE For Rimboord GENERAL NOTES I.7os! Joist Spon Round Kala 13iatneter{in.) vertical load capacity 1 i RIGIDLAM"LVL Beam 7 k r 2x plate flush with I b inside face of wall IMPORTANT: PLEASE REVIEW THESE MATERAIL PLACEMENT DRAWINGS CAREFULLY. THEY SIIIMIlihilk Minimum distance from inside face of support to the center of hole. See Hole Chart. Depth Bohr- Adjust see Rimboard/l Joist pn.) motion mart 2 3 4 1 6 6-1/4 7 I 8-5/e 9 to la-s/4 11 12 lt•714 Blocking PLF Table �. or beam REPRESENT THE FULL EXTENT OF THE MATERAIL WE ARE PLANNING ON SHIPPING Min. 2x dia. rnela MinlmumDiduncelrontlnaldeFaceofNearest5upplarrteienterof14.teY1-inJ / in Figure 2 11100e- o f larger hole See Nate 11 on page 11 . rkrPl2o llsa a-r a-tr r-o• a'•c 5-4' S-9' / 10 ~� % One Sd nail ai top ander '-� l t. SEE DESIGN CALCULATIONS FOR INDIVIDUAL MEMBER BEARING REQUIREMENTS, OR `�!RFPI 405 13.79 1'-2' 2-2' 3'-3" 4'-4' 3-9" 0'•3 bottom flange - RI - � ' PRODUCT LITERATURE PROVIDED. f�''��'"y _ I �' I 2. SEE DCA 3 DOCUMENT SUBMITTED WITH SUBMITTAL FOR FLOOR/CEILING FIRE ASSEMBLIES. � t' ' RfP1400 14,08 1'-0' ?'•1" 3'•3" 4'•9' b-4" b'•9' - - alr:~ 3. SHIPPED MATERIAL DISCREPANCIES MUST BE NOTED ON BILL OF MATERIALS. SPI MUST BE + y, :•�-...........•- -` RFPI 40 14.75 a-8' 1'•11' 3'•3' 4'•9' b•b" 6.11• Top-or face- �� '+ RFPI 605 14.17 2.0' 3'•3' 4'-8' 6'•t' 7-7" 8'•0' ,�� klj: NOTIFIED WITHIN 48 HOURS OF RECEIPT OF GOODS. '1490 SE Gideon St +ti mounted hanger 4. SHEET ROCK STOCKING/LOADING MUST BE PLACED FLAT ON FLOOR PERPENDICULAR TO 1 Suite 1 OO I a . 3f 4X RFPi 70 15.33 1'•I 2'.3' 3'.1(r 5'-b" 7.3• ;'-11' installed per hanger'' JOIST SPANS. NEVER PLACE SHEET ROCK ON END PARALLEL WITH THE JOIST SPANS. 0 0 ' y RFPI 20 12.67 o T 0'e' a a• 1'9 3 4• 3 9 5'0' 6' lo' 13 0' ✓! .loo Attach RigidRim'� manufacturer's recommendations tt 5. ANY WEB STIFFENERS REQUIRED ARE BY OTHERS.WEB STIFFENERS REQUIRED AT FACE- Portland, OR 97202 . , i: ' diameter ' MOUNT HANGERS ON I-JOISTS IF HANGER DOES NOT LATERALLY SUPPORT I-JOIST TOP RFPI d05 15.17 0.7 0-10 i'-to• 2'-11" 4.0" s'.4 b'.8• 7'.11- ` plate rd to For nailing schedules for multiple Phone: 503-872-3600 top plate using =4�� RIGIDLAMk LVL beams,see Fastening FLANGE,OR IF INDICATED BY ENGINEERING CALCULATIONS, PRODUCT LITERATURE,OR '• JM 100 14.73 17.7' 0.11' 1••r' 7..11 4-4" £•8 3'-13' 7.5' 8-10" ach I-joist to 8d box toenails Recommendation For Multiple Ply, Top-mounted hanger installed -' ENGINEER OF RECORD FOR THIS PROJECT. Phone: 888-440-3600 •--__...-' up' 16.42 0.7' 0•IO' T-0' 3%5' 4'-t 1' S'-3' 6'-5' 13'-2' 9%6• 3 plate with one 8d nail @6'''o,c• RIGIDLAM"LVL Members below per hanger manufacturer's 6. SHIFT RFPI JOISTS UP TO 3"TO AVOID PLUMBING DROP,TYPICAL. 11.711• ch side of the I-Joist at bearing recommendations 7. REFER TO THE STRUCTURAL DRAWINGS FOR ALL NECESSARY DETAILS,TYPICAL. Fax: 503-238-2663 RFPI 605 16.42 0-8' 1'-10' 3'-2' 4'-5' 5'.10' 6'-2` T•a' B'-11" 11.1' Note: Unless hanger sides laterally RFPI 70 16.42 0-T I'-0' 2'-5' 3'-10° 5-6" b'•Q' T-�' 9'-4" 10-8' 11/2" su art the to flange,bearing 8. CODE REPORT REFERENCES-(RFPI)I-JOISTS: (ESR-1251),GLULAM: (Y-117). avoid splitting flange, install nails a minimum of PP 9 9. ALL 24F-V4 GLULAMS BEAMS TO BE HIT AND MISS APPEARANCE GRADE. RFPI ROS 1A 58 [1'•11" 9'.Q' a'410* .9.4' ,4.11' 7'.4• R'-7• 1fr.4' 11'.!,' stiffeners shall be used. (see Figure I I mi end of l-Joist. Nails may be driven at an angle 10. ALL 30F-E2 TO BE INDUSTRIAL GRADE. Knockouts: See notes 7 and 8 on page 11 . DO NOT hammer holes in web, except at knockouts. r�P190 21.08 a-7' 1'-� 2'-9• 4' s'-„' .' 7' 9-s 10.10' avoid splitting of bearing plate. in z z p9p RFP120 12.67 0-7' 0•8 @'-d' cry @-9' 1'•1 7•3' 4'-2' 3'•4' t'-1" 1'4' 9'01' z [z-7 E a w fun Ova I6.4Y U-%' u-$' IF-c I'•4- 4-Y' 7-lr 4-6- 4'-7- b'•5" 6'-0' r'-7' Y-4' W z 0 - z y How to Use Hole Char! optional Hole Calculation: RFPI 400 14.75 0•T 0•$' 0-8' 0.9' 1'-11' :'•4' 3' 5'-3' 6'•4' 7-0" 9-C' 10'-i0' z ¢¢w The Hole Chart is based on the I-joists being used at their RFPI 40 16.42 0.7' 0-8' 0'-8' 1'•3' 2.7" 2-11• 4'-2• 5'41' 7'•0' 7-9" 9'-8' 11'•7' r Never drill, cut or notch the flange, or aver cut the web. Holes in webs �1- wm z °00 1. Recd across the topof Hole Chart to the desired hole size. 14• . I2`'' . 1 }0 1- maximum span. If the I-joists are placed at less than their full RFPI 505 16.42 0•T 0.8' 0'•8' 1'.8" 3.2' 3'•6' 4'-9' 6'•5' T•8• 8'•4" 10'-4' 12.2' '";, : '`" should be cut with a sharpsave. For rectangular uta r holes, avoid over-cutting = °°o 0 o 0 0 o 2. Hollow this column down to the row that represents the I-joist depth and designation. allowable span the mini-num distance from the centerline of the REM 7n lba2 0-r MK OA' t-b 3.r a•6' r_lr 6'_r 7'.9 A'_a,. 11Y_1r 12'_1 I" 1007' g g 1- (9°0 w 3= Ce ("5E2 This number indicates the minimum distance from the face of the nearest support to the hole to the face of the nearest joist support(D)as given above RFPI NS 17.92 0.7' 0.7' 2'•4• 3"•7" 5-1' s•5' 6'4' a-s' 7'-7' la-4' 12'-s" 14'•0 °'2-'''' , the corners as this can cause unnecessary stress concentrations. Slightly } 6 w w a_ a tan D -`� centerline of the hole. r rY g Y M 5 w w c3 - ❑ may be reduced as follows: FFP190 22.17 0a' a•s' r•a' z-11' 4-T -1' 6%5' 5'-3' 9'-9' 10'-2• 12'-3" 14-0' n Lu 0 z r o a Example: Need a 41/2-inch hole in an 11 -7/8" RFPI`0-440 joist: RFPr405 16.42 0•r u.1r U•8 cr.v' 0-y o-lU" r-5• 7'•9" 3'.r 4'-r' 3`•6• 6'-!' TM" a'.v' 17-v I rounding the corners is recommended. Start the rectangular hole by drill- w o awLL -a w 1-°< From Hole Chart, L Aka1 RFPI 400 14.75 0.7' a.8' 0-8' 0.9' 0-9" 0-10" 0'-i3' 1'-1 l• 3'-1' 3-10' 5'-11' 7'-b' 8'•0" 10'-4' 12'-c r#"';t a 0 a m z z 2 a_ w 5 0 D - x D .r i r, v a rc0o -_-.1 i•-• w tntn • For a -inch round hole, the minimum distance Is �'- ". _� - RFP140 16.42 0•T 0'-8' a-8' 0'•9• 0-9' 0.10" E-19' 3'•5• 4'•6' 5'-2" i'..1 I' 8'•9" 9'-0' 11'-5' 13'-0 'l / Ing a 1 -diameter hole in each of the four comers and then make the a - ¢ a a • , " SAF 1d• RFP1505 16.42 0-7' 0'-8` 0'-8' 0'•9' 0-9' 0.10" E-13' 3'-5' 4'•b: 5`-2" 7'-3' rot. 9'-b' 11'•li.' 13'-S` Iv }s 4 Z Z g OU o vi OFora 5-inch round hole, the minimum distance is 2- 11 i' #�3 ' cu#s between the holes #a minimize dama a t4 the I- ojst. za R~ �- 0 o rdWhere: 70 ld.42 a.7 a-s' a.s• a.9' o_v o.lr, 2_t 4.2 5.6 d'-4' 8'-7 la-5' 11-@' 1:-d IS'-E � .r' g I a w ...(o0 ui ow, • Therefore the minimum distance for the 41/2-inch round hole is 2'- 3` (halfway between , 5 w Z t¢O mi u_ a �-a 1'-7"and T-11"). D = Minimum distance from the inside lace of the RFPI sos 19.92 as o-rr' 0.0 1'•2^ 2'-10' 3'•3' 4'-c• u'a' 7%5• 0.1' 9'-11" 11's 11'A 1• 1.-3' 1.;--• o z u_m z a o ro w =J"�J zo 1:C0_-zit O toOzm nearest joist support to canter of hale, reduced for RFP19O 22.17 0.7' 0'-g• a-a' , 0'•10. 2-9• 3'.2' 4'-i 6-7' 7%10' 8.7- 10'-6• 12.4- 12'-11' 1"-2' 17'-1' z O F-F O F D 0 4 0 ~ i_0.O 0 E05o z >. rn czz Notes: less•ihan-maximums an applications ft. 2 z tow 0}_,❑ u. 01:1"1:1-`4 P Pia ( ) ¢-0)3;re- o � l rn 1. Distances in this hole chart are based on uniform) loaded I-joists and allowable I-joist 0 z in o m 0,o,o W --w-- reactions without web stiffeners an minimum required bearing lengths. This chart E",,�" = The actual measured spandisiarlcebeinreenthe GENERAL CONTRACTOR NEEDS TO CONFIRM ANY FLOOR OPENINGS REQUIRED FOR ��zaws_/LIZ 1:...00 conservatively accounts for the worst case created by the allowable simple or mut- inside faces of supporta (ft) (for multi-span joist,use -1 al-w c2 a>it 13:1 m e ,Ir g tiple floor spans shown elsewhere in this guide ai on-center spacings of 12", 16", the longest span forLa�,,,l). MECHANICAL DUCTS/CHASE. PLEASE MARK ON LAYOUTS WHERE OPENINGS ARE „,J; �>r; m ,,,.._,,,,T) • 19.2" and 24"with floor loads of 40 psf live load + 10 psf dead load or 40 psf live SAF = Span Adjustment Factor given in chart_ a Luw a o J a m- o 1- (.)(no load - 20 psf dead load. Holes in conditions that fail outside of the hole chart REQUIRED. SHELTER PRODUCTS NEEDS TO KNOW ANY CHANGES IN FRAMING AREAS .t��o'o-.<0ow0s 0-251,- parameters � g g g wait-zO==w00 0a (including the use of web stiffeners longer bearing lengths D = The minimum distance from the inside face of w�0��to�F or other loading conditions) may still be acceptable" The most accurate the nearest joist support to center of hole from Hole FOR DUCTS BEFORE ORDERING ANY MATERIAL. (.„-. - rz,. a. ia method of determining the acceptability al a given hole is the use of i-1-cEre a w w m w ¢ 6-,,,u,-, a ® Chart above. ¢Inatnorc�a0 z_ appropriate software (e.g. Simpson Strong Tie Component Solutions") or w-r to z z to 0 w Y c3 c4 { 5,11101-oF2zF-fi sa 80-iwa�z engineering analysis for the actual condition. Lard w F?A r z ¢ o w z o,,Ev,- If Hole location distance is measured from inside face of nearest support to center of hole. if SAF is greater than 1.0,use 1.0 in the above calculation. w o cc o m-?-- a o- w z 3I-LL 3. SAF = Span Adjustment Factor for optional hole calculation, used as defined on this page. <1-a o 0 w°z<aaa w CC C5 u)z<o W• aX�0230Qre,28 V zUr F ¢l}arpoodoat1., a. E-ZR ,Th WL.L1 u3 �zw�� n L r�cvtri vouiror-: ao zaioUH ( ) / REVISIONS: )A) CB) (C) \D1 E) (F) )G) A REDLINE REVISIONS 8/24/16 29'0" 8' 0" 45' 10 3/4" 45' 10 3/4" 8' 0" 29' 0" BASED ON PLANS DATED: STRUCTURAL CONSTRUCTION SET CI) 05/09/2016 F _ JJ r rmaLEGEND: . -+ta-------- -.-iili'-1 Detail Reference en H16 r out i ",a r •M18 J# Joist Mark sH,e nFD10 H,s�i 1M18 sa1n �'.H,ac BM# Beam Mark (2) m �n m : 10 a _ t- - - ;,. LP 'r m m m m m m m Ym Ym TYPE A4 MATERIAL LIST FOR (1 BLDG ONLY) N V Vm m m -m • d E = _ _ _ _ = x = z i z � .�^ _.._. x � V= ..�. moi_ �'� � � � x � � £ x ..= Y. r x �.._�..._ vx r 'x i -i = `i = D Q Rim Board u- CA# PI Length Product Plies Net Qty x r 9 ., p _ F,__ __., Vert Cloud V - . ._ _ �_ _ �_ _ _ _ �_ 317 15' 0" 11 7/8" RFPI-400 1 24 Verify N 334 18' 0" 11 7/8" RFPI-90 1 6 CL Construction Line 4 ' 335 17' 0" 11 7/8" RFPI-90 1 72 BK# - Blocking ti5 , ti m 336 16' 0" 11 7/8" RFPI-90 1 11 I t9 , . J ' x 337 15' 0" 11 7/8" RFPI-90 1 15 FBO Framing By Others G2 JJv, ( _ 3N . . ( F 313 27' 0" 11 7/8" RFPI-400 1 96 BBO Beam By Others M 21" C. z. (9).35 - (9 35 24' �. 314 25' 0" 11 7/8" RFPI-400 1 40 o FB2 '.g m N " �.c. 24 .c a13' 0" 7/8" SBBO Steel Beam By Others • __ ]19 11 RFPI-400 1 8 Ski BO Bk2 Bk2 Bk2 r ,i ski ek2 Bk2 __Rr-` "S s -+/m - eke 5141 5.r x x �,�,�� Bk2 " _ s ■ . gkr' Ski e..2 852 Bk2 ' - 1 " ,I 5321 12 0 11 7/8 RFPI-400 2 16 CALL# Calculation Callout '�- S- _ $ _ _ = c •l ' ?�_=_3i,2 5k2 Bk2 2 2 _2 ,9Is, ��Bk2 5k2 5k2 Bk2 k: ._ iiiiii ` B. Bk2 Bk2 9k2. - -:,y •~ ri ,--- FB2 r Ez z 323 9' 0" 11 7/8" RFPI-400 1 8 : z x r x x is x x x = _ •I • ' 324 7' 0" 11 7/8" RFPI-400 1 8 (5)J1 s p - Bk2 Ski BO Bk2 Ski fg).�4 " ., 37 13' 0" 11 7/8" RFPI-20 1 6 FBB (2 J7 (5)114 k2 6k2 Irl F8fi (t J1 ! 3)113 OW 24"O.G. 2 " eD A 2,111. .C. 24" D.C. D' 24" O.C. 240"- 'i°" n IrN 2 O. za"0.C. 38 12' 0" 11 7/$" RFPI-20 1 33 ; 4 4 7 03 co 3 ' 1 11 7/8" �n J �z Jt 2 JE 39 11 0 11 RFPI-20 1 3 V J 2 „ vx. -1 c ( o)J10 <3 ( °)o�c. , s 24 gC. 2 310 10' 0" 11 7/8" RFPI-20 1 102 mmmmmmqmmmmmmmmmmmIm m m m m m m m mmmmmm - m m n m m m m •• - i - S x rx -r Z x 2 x ix x X x F ix x xx r S x r x x x S x x x x r 2 S r x r �,x wx _x I s I wx x wz ; I S wz „I Ar x x S S S "S _ S i x wx 2 S S S �2 x S r2 x x x J2Q 12' 0" 11 7/8" RFPI-400 1 16 3 _ ”!2' V u A " w w A w w V Y V y V V V V V Y Vm V V Vm V Y V V V . Y V _ . Bk2 2 O 1-1/4 x 11-7/8" APA Rim 1 206 _ _ _ _ m m _ m m o m m m m m m m m m m m m m m m m m m m m VI " APA m m m y m m m m m m m m m •'m m m m "m m m '•m m m m m ••m m m m '"m n Ym wm m m m m m q m m b S S x,F x z S x 2 S x 5 x x x TS x S 2 x S 7 7 x x 2 2 x x ux x x 7 x S. x x x 7 S V7 r x x x "x x Vx x x Vr x S Yx x x 2 x S r x S x x x T z S Y 7 Y S F T 1 " " " ( fl)J a (a) 10 � Bk1 3 0 1-1/4 x 11-7/$ A i 1 1 " _ J11 FB12 8' 0" 3-1/2x11-7/8 GL3000 2.1E 30F-E2 1 1 W Q} J2 r 2 "O. 24 ".0 24"O .2 • 2 J.C. 7 24 �.C. 2 "J2 11 11 _ z 24" �. FB11 10' 0" 3-1/2x11-7/8 GL3000 2.1E 30F-E2 1 1 2 _. m 3 J1 3 3) 13 .% Fm (21.> - (5)114 ,o- (5)414 2 J7 s 3)173 J1 Pia 6' 0 ' 1 3/4" x 11 7/8" (2.OE 3100) LVL ±2 •E • ( Ch G) { ) c °s ti -y Bk2 CIS' Bk2 Bk2 24" O.C. 1 r o - - 24"oJr. , FB• 2. ?,3 • 2. re 2 0 24"aC. Fi.,_ 3" 1 3/4" x 11 7/8" (2.0E 3100) LVL co 5k2 Bk2 Lk/ e,1 eu m q m q m m FB10 11' 0" 3-1/2"x11-7/8" GL3000 2.1E 30F-E2 1 8 Et LL Bk2 552 :k2 x z x x x x Bk Bk2 BO Bk2 Bk2 -k2 _ _ _ = Bk; Bk2 FB6 14' 0" 3-1/2 x11-7/8 GL3000 2.1E 30F-E2 1 8 I.L FB2 _ i FB2 " „ 6� 1: _ "x NNI 5C £ T 4 i S S S gk2 Bk2 Oki Bk2 Bk2 I S m Bk2 Bk2:�V . FBB' ^ S 2 x =.o q111E1jeuS , x -�^'-• 5k2 5kz 5k1 5k1 e1 TYPE A4 MATERIAL LIST FOR (1 BLDG ONLY) W 10 's r x (9 35 /(if r = x - 4" c. 24" •c , PIotID Qty Manuf Product Skew Slope 1- N 2i �i.C. �2 : •.Illif . r z4 �. Hi 4 USP LSSH179 14°; H2 3 USP LSSH179 (R) - OC) H5 8 USP LSSH179 45° (L) - LL _1 1 ❑ 0 n H6 4 USP LSSH179 45° (R) - 0 N -1 , 3 3s , H12 4 USP LSSH35 14° (R) CC oes Cr) PI H13 3 USP LSSH35 16° (R) Q b' m r m .. m m m m n (L)1 1-114 8 USP LSSH35 45° t Bio m m m m m m m - - - - - - -- _ - - m m m m m m m m m m m m H15 4 USP LSSH35 45° (R) - W wF w z Ai wY wx E s i +,i x x x ¢ _ 'x x x x i'-' '-i'' i - 4 7 _ 7 x 2 7 2 i 5 i 4 s E # z F x z z z x 7 7 'x 1 7 •• � - ., r. .. .. --- .. .. ,� ... .� - ------ �._ -- --- - train 't�!e' .. H16 408 USP TFL20118 - - Cal.) ! H18 232 USP TH017118 - - m 4:414. 2F1121; 0 Hua I'H,a 0 H,{1 aa �Ir H19 8 USP TH020118-2 - - '!tu N H,at 1 SH,a H,B.'1 H21 152 USP TI-1035118 - _ b.) ____ 1 I Job#: 6050618 - 0 Date: 0/24/2016 Scale: 1/8" = 1-0" - Drafter: ZAK LOADING: Live: - Dead: - BUILDING A4- THIRD FLOOR FRAMING PLAN �oo� y Corridor: - �OG� DEFLECTION CRITERIA: J pyo 1 J Q,4,�Q �o Live: L/480 Total: L/360 QQ O0�c.P Sheet G ey w' 4 8 OF Holes For RFPI®-Joists Used In Residential Floor/Roof Applications 1101: CI TART -MINIMUM DISTANCE FROM INSIDE FACE OF NEAREST SUPPORT TO CENTER OF HOLE For Rimbaard GENERAL NOTESOW. 41 I•Jeai Joist Speen Round Hole Diameter(In.) vertical loud capachy 1 l `'- RIGIDLAM"LVL Beam 1 k 2x plate flush with Minimum distance from inside face of support to the center of hole. See Hole Chart. MO a•si9" Adjust. see Rimbaard/l Joist % inside face of wall IMPORTANT: PLEASE REVIEW THESE MATERAtL PLACEMENT DRAWINGS CAREFULLY. THEY alf /- (in.) welkin mart 3 4 3 6 6-114 7 1 tl a 9 11-014 11 12 12.314 Blocking PLF Table _ _ ` or beam REPRESENT THE FULL EXTENT OF THE MATERAIL WE ARE PLANNING ON SHIPPING // Min. 2x dice, f°�`" H4146031•16.) ! In Figure 2 Minimum Distance from Iruldr Face He°rest Supped to[enter of / 9 _ y f T of larger hole See Note 11 on page 11. RrPr20 11;75: 17;78" 0-f! 2'4• 31'196'4 '•6` 4' S-9X One ed nailatt0 and 'C 'frogQ ti ,� NI 1. SEEDESIGNGALCULATIONSFORINDIVIDUAL MEMBER BEARING REDUIREM>=NTS,ORI RFPI405 2 2•-2' 3'-3• 4'-4• 3-9" n.•3 bottom flange ------ ";J - I PRODUCTLITERATUREPROVIDED. - - r 2. SEE DCA 3 DOCUMENT SUBMITTED WITH SUBMITTAL FOR FLOOR/CEILING FIRE ASSEMBLIES. I � - .. I RFPI 400 0 2'• 1' 3'-3' 4'-9' 6-4" 6'.9' ti ► � - - NC ,'.' .� am- - •, I ► 3. SHIPPED MATERIALDISCREPANCIESMUSTBENOTED ON BILL OF MATERIALS. SPI MUST BE RFPI40 1'.I 1' 3'-2' 4'9' 6.6" 6.11" Tap-or fate- ° '+ NOTIFIED WITHIN 48 HOURS OF RECEIPT OF GOODS. 1490 SE Gideon St • RFPI 505 14.17 7-0' 3'•3' 4'-8' 6'•t' 7•T 8'-0' v mounted face- hanger 4. SHEET ROCK STOCKINGILOADING MUST BE PLACED FLAT ON FLOOR PERPENDICULAR TO I- 0 rr + . 3met RFP170 1533 P-1• 2'.3• 3'.10' 5'-6' 7-3" ;'-8' 1��' 1installed per hanger \ JOIST SPANS110 . NEVER PLACE SHEET ROCK ON END PARALLEL WITH THE JOIST SPANS. Suite 100 • ` Attach Ri idRim� manufacturer's recommendations `' 5. ANY WEB STIFFENERS REQUIRED ARE BY OTHERS.WEB STIFFENERS REQUIRED AT FACE-kS/H. : diameter RFvrao 12.67 a r a rr a a• 1'9 3 4' 3 9 s'Cr0 6' 10 a a ��1/� 9Portland, OR 97202 + `. .11. KEPI 40s 15.17 QJ' 0'-!0 1`-i0' 2'-11" 4.0" 4.4 ;.� 4'•B' T.11- i, Rimboard to For nailing schedules for multiple MOUNT HANGERS ON I-JOISTS IF HANGER DOES NOT LATERALLY SUPPORT i-JOIST TOP . , 1 1 top plate using RIGIDLAM LVL beams,see Fastening FLANGE, OR IF INDICATED BY ENGINEERING CALCULATIONS, PRODUCT LITERATURE, OR Phone: 503-872-3600 .' . `, • • RFPI 400 14.73 0.7' 0.8' 1'.7- 2'•11" 4-4" a-6' 5-13' 7-8- 8•-10' ach I-joist to - 8d box toenails Recommendation For Multiple Ply, Top-mounted hanger installed ENGINEER OF RECORD FOR THIS PROJECT. Phone: 888-440-3600 --- RFPI40 16.42 0.7' 0.10" 2•-0" 3'-5' 4••11' 5'-3' 6'-5' 8-2' 9•-6' • plate with one 8d nail @ 6" o.c. RIGIDLAM"LVL Members below per hanger manufacturers 6. SHIFT RFPI JOISTS UP TO 3"TO AVOID PLUMBING DROP,TYPICAL. 11.71- ch side of the I-Joist at bearingrecommendations X. 503-238-2663 RFPI 605 16.42 0-8' 1'-10' 3'-2' 4'-5' 5%10' 6'•2' T-4trip 10-i' 7. REFER TO THE STRUCTURAL DRAWINGS FOR ALL NECESSARY DETAILS,TYPICAL. "---...._,,s,_----- t.....,./'''.'''''"--"-"'"''''-''- Note:Unless hanger sides laterally 8. CODE REPORT REFERENCES-(REPI)I-JOISTS: (ESR-1251), GLULAM: (Y-117). F0P170 16.42 0-7' I'-0' 2'-5' 3'-10' 5.6' 6-0 7.4' 9'-4' 10-8' avoid splitting flange, install nails a minimum of 1'h" support the top flange,bearing 9. ALL 24F-V4 GLULAMS BEAMS TO BE HIT AND MISS APPEARANCE GRADE. RFPI guiS 1 R 50 0.11" 7'.4" %'.m. i'.4' R-11' 7.4' R'.. 10'.4^ 11'.4" stiffeners shall be used. (see Figure 1) mend of I-Joist. Nails may be driven at an angle 10. ALL 30F E2 TO BE INDUSTRIAL GRADE. Knockouts: See notes 7 and 8 on page 11 . DO NOT hammer holes in web, except at knockouts. RFPI 90 21.08 0.7' I'-4" 2'-9 a'4' s-i i' 6'-<' r 9-s' 10'-10 avoid splitting of bearing plate. F w o 00 Z z RFPI 20 12.67 0-7' 0.8• 0'-8' 0',9' 0-9" 1•-1' 2•3' 4'-2- 5%4' 6'-1" 8•-2' 9.11' Z Z w a 2 a w 10414U� 10.4'L 1.1'1.1'.7' 0- - C U1S - " I'•4' 1.9" Z'd 3'•6' 4'•/' 5'..5" t'-11" r'-/' Y 4" W W O 1,- z u)- How to Use Hole Chart Optional Hole Calculation: UPI 400 14.75 0-7' 0-8' 0•-8" 0'-9' r-11' 2.4' 3'.;• 5'-3• 6'•4' 7-0" 9-C' 10-.10' '"- a w Z o o m I/ Never drill, cut or notch the flange, or over-cut the web. Holes in webs w = ,ow The Hole Chart is based on the I-joists bein used at their RFP140 16.42 0-7' 0.e' OA' 1'.3' 2-7" 2-11' 4'•2• 5'-11' 7'•0" 7-9" 9.8' 11'.7• ^ err F- sum s o 0 0 1 . Recd across the to of Hale Chart to the desired hole size. I-joists 14' P maximum span. if the l-joists are placed at less than their full RFPI soy 16.42 0-7' Ir-e' Cr-s• 1'•8 3.2" 3'•6' a'.9• 6'•s• r.s' 8'•4° 10•4" 12.2' /11114.j.,II* /� should be out with a sharp saw. For rectangular holes, avoid over-cuttjng = foo w g a 01- 2. Fallow this column down to the row that represents the I-joist depth and designation. allowable span the minimum distance from the centerline of the RFPI 70 16.42 0.7' a-s' mg. 1'.6' 3.1' 3'.5 4'.11• 6.7• 7'.9• 8'-6' 10.11• 17•.11" ,-- ,/ w z This number indicates the minimum distance from the face of the nearest support to the hale to the face of the nearest joist support(D)as Ivan above RFPI BOs 19.72 4-7' a-?' 2'-2' 3'•7" s-1' s'•s' 6' 8.5• 7'•r 10•<' 12.5' 14'0' 1. } w w a ¢w a N rn centerline of the hole. l pp S Ai.' the corners, as this can cause unnecessary stress concentrations. Slightly w a 0E-C] may be reduced as follows: sFrl 90 22.17 0a• 0'-1!' 1•3• 2•-11' 4-7" -1' 6•-5" a-3' 9'•S• 10-2• 12'4" 14-0' I 0 o w w= it o o =D z Example: Need a 41/2-inch hole in an 11-7/8" RFPI°-404 joist: / UPI 405 16.42 u-r 0-If 0'•$' 0-9• 0-9" u-10'• I'-6' 2'4" 3'•7' 4-I" 7•-6' 6•-f' 7%0" 8.9' Ir-9• ! roundingthe corners is recommended. Start the rectangular hole b drill- u_ 7 2 re~ z ~qa w O tie w wrrn From Hole Chart, L RFPI 400 14.75 0-7' 0'-Q' 0'•8' 0.9' 0-9" 0.10" 0.13' 1'•II' 3'-1" 3'-10' 5.11" 7-6' 8'•0' 10'•4' 12'-F.' d y cr 0 am oce a q z D ..... x DI 1" U 13" Wqz Zw W W�0 °ti. in a 1 -diameter hole in each of the four corners and then make the0'NO -4 F- . uj p • For a d-inch round hole, the minimum distance is 1'- 7". 6 �� SAF RFPI40 16.42 0-7' 0-8 0.8• a'-9' 0-9' 0-10' 1'-13• 3'-5" 4'•6• 5-2" 6'-1 I" 8'-5' 9'•0" lr-5' t3'-<• v / g 'OG- O wa ' a • Fara 5-inch round hale the minimum distance is 2'- 11", i6" RFPI sus 16.42 0-7' 0'-8' OA' 0.9' 0-9" 0-10' i'-17` 3'•6' 4'•6' S-2" 7'-3 1`-11' 9.6' 11'-1 G' 13'-5' N' l r, r~� a Z o u. D ui~O /� ;,� cuts between the holes to minimize dame a to the I-joist. <2Jt- o o I-ci • Therefore the minimum distance for the 41/2-inch round hole isT.- 3" (halfway' between Where: r�PI7a 16.42 0_74 o-s' o_a o'-9" o.q 0-16" r-t' 4a' 5'.6' 6-4' a_r Ia-s' 11'-a 1<_'-b IS'_6• : 9 I z ;500_, u. ZoF 1'-7"and 2'-111. F'lklu,.e, = Minimum distance from the inside face of the Rill 505 19.92 0-7• 0'.U' 0.6• 1'-2" 2'-10' 3'-3' 4'-6' 6'-3' 7'.5' 0-1" 9'-1 1' 11•-5' 11'.1 t' 14'-3• 1 G'-5" azo M n z z u_m O caai1 a z m nearest joist support to Center of hole, reduced for B'P190 22.17 0•7 6-8' 0.8' o--Io. 2.9" 3'•2' 4'.7 6.7' 7-10' 8.7" 10•8' 12•4 I2'•11' 18'•2' 17'•1• y q f- O F O O p 14CF F-Q O t] uJ wcogO Notes: less-than-maximum span applications{ft). LL'E a w m-1221 W o w u~, 1. Distances in this hole chart are based on uniformly loaded I-joists and allowable Hoist 9 z m O m 0 a o 0 w x F- reactionswithoutweb stiffeners en minimum required bearing lengths. This chart �,,.,,.0 = The actual measured span distance between the GENERAL CONTRACTOR NEEDS TO CONFIRM ANY FLOOR OPENINGS REQUIRED FOR agzawg�LL z a '=a2° conservative) accounts for the worst case created b •the al Iowa bre simple or mut- inside faces of supports (ft) (for multi-span joist, use J a u,0 a a-zo"' _i LL r4 tlplefloor spansshown elsewhere inthis guide atan-center spacings cf 12", 16", the longest span fort.,,,,,i). MECHANICAL DUCTS/CHASE" PLEASE MARK ON LAYOUTS WHERE OPENINGS ARE asith.�a�a�� J' 19.2" and 24" with floor loads of 40 psf live load + 10 psf dead load or 40 psf live SAF - Span Adjustment Factor given in chart. ¢ J¢oo LL oload - 20 psf dead load. Holes In conditions that fall outside of the hole chart REQUIRED. SHELTER PRODUCTS NEEDS TO KNOW ANY CHANGES IN FRAMING AREAS � ga�WF`a3wq� aU_} parameters (including the use of web stiffeners, longer bearing lengths D = The minimum distance from fie inside face of w o _ 0(2z W N° • z or other loading conditions) may still be acceptable. The most accurate the nearest joist support to center of hole from Hole FOR DUCTS BEFORE ORDERING ANY MATERIAL. xwOOO o`-fO•2ao N�� method of determining the acceptability of agiven hole is the use of 1-1_,, u_w=w m w °a z--O w g 9 P tY Chart above.appropriate software (e.g. Simpson Strong Tie® Component Solutions"') or w r co z z (n o w.� Y cz cs wc2l-0wwnr�a c3-- �z engineering analysis for the actual condition. Load W=0 L-r z 2 z z a w z a w w K If is greater 1.0 use 1.0 in the above calculation. ccF-a¢ F- w_,i 20 w 2. Hole location distance is measured from inside face of nearest support to center of hole. 3 ' w u_o=3 c0° 2<u.-.-a I-1- . PP SAF oaw71- -7-Oq wZ . FIL 3. SAF = Span Adjustment Factor for optional hole calcvlafion, used as defined on this page. w z w=z w-°z zc o a E x N o a o g X�0i77aplvgq(� 6112E L . F to F O O�wU 1 a-i}t�o00aO& .. 0.UF-•zR O E2Ewlv,,,8>wx?w ww>� awaw= univF= =moo= L �cvrivoriror-§ad zoioF REVISIONS: •- A REDLINE REVISIONS 8/24/16 (A) CB CC> KD) (E) \F (G) 179' 1/2" - r 48'0" 8' 0" 33' 6518" 33' 6718" 8'0" 48'0" / / / - -- BASED ON PLANS DATED: 4) STRUCTURAL 1 __ -- CONSTRUCTION SET �� . h 05/09/2016 H78 7 - H78 H16 • -1 o H16 •-.[,,� LEGEND: TH18 FEW WN H1a t- I M f - ' ' � f c Detail Reference H19 1 N k16 m_ m m " m m r.r -...Y-. ", V, 11 m V 4 u^ u^ Y^ ( x F = _ _- x -x = X r = _ • Yx •2 S- �r 2 YS VI - V=-V=-�= Y=, u= Y= V= V V Vm L I S Ill x 2 2 2..... _. -`2 \2 J# Joist Mark u ,__..0 m m m m m N �_ J= �_ _ _ u= _ �_ _ _ _ri n TYPE A5 MATERIAL LIST FOR (1 BLDG ONLY) BM# Beam Mark "�'=. CALC- 2 1 .1 PlotID Length Product Plies Net QtyCA# RimBoard m"'m vm m "_ +� m "" "I' e m 312 7' 0" 11 7/8" RFPI 20 1 8 H18 m = x I I r Yr I I uI 2 .I I x u2 I I I' I Yr 'I �- H,6 327 28' 0" 11 7/8" RFPI-70 1 40 Verify Cloud . H18 ' m 6)J6 m ' CAL - ' co v 6)J( Cr.m H18C 314 25' 0" 11 7/8" RFPI-400 1 40 CL Construction Line - 1 m 24"O.b. CA..C- 6 ' 24"O.C. 17' 0" 7/8" = iH1° m m o o m ' m m m m m m H16e 315 1 11 11 1RFPI 400 1 48 ISO _ x 9 9 _� Bk2 Bk2 Bk2 Bk2 Bk2 �,_ (t}J .N, ' (g)Jr 5 -= 2 x 2 x BK# Blocking rt7 HIS `Im I ❑ o H ]18 14 0 11 7/811 RFPI-400 1 56 o " m m m e., s.s �s.t" .c. CALC- 3 19.2"0.C. �� Bkz Bk2 " m m m m m _i 320 12' 0" 11 7/8 RFPI-400 1 8 FBO Framing By Others - ED m CALC- 8 e FB FB7 m H1a �H,e FB7 +, Hk2 Bk2 x mlit319 13' 0" 11 7/8" RFPI-400 1 8 BBO Beam By Others CNI H18 Q m Iii _ = x I = -x -x 9k2 Bk2 Bk2 Bk2 Bk2 Bk2 Bk2 ,_ `_ _ = x -r ,x �' m � m o o 35 22' 0" 11 7/8" RFPI-20 1 80 _ - / ♦ Bk2 Bk2 B� Bk? Bk2 Bk2 , N N S y C 0" SBBO Steel Beam By Others CALC 5 = _ = I 2 r r r x = yq 36 14' 11 7/8" RFPI-20 1 128 _ 37 13' 0" 11 7/8" RFPI-20 1 24 CALC# Calculation Callout yH1e 15}427 FB9 '_ (5)427 H18 •o-- -+- -> (5)414 Bk2 Bk2 Bk2 (5)414 ❑ 24" D.C. -� c H18 CALC- 2 2 24" D.C. 24" D.C. (ID)JS a2 Bk2 (10)45 24"D.C. m H1e 310 10' 0" 11 7/8" RFPI-20 1 40 ' - CA C- 'f 24"O.c. d 24"o.c. G r .. -- C 311 9' 0" 11 7/8" RFPI-20 1 8 ''Hifi _ 24"O . to _ ' (5) 10 (5)410 z o 24�"O.C. - -. HIS 326 5' 0" 11 7/8" RFPI-400 1 8 Hie v < 24" .C.1 " 24"D.C. - {'m " , m 7 H18c Bk2 2' 0" 1-1/4" x 11-7/8" APA Rim 1 248 _ •� " m m b m m n A n a .. m m m m m m m " m O m " - b b -0 -0 tl m -0 m b b -0 " b . -0 b -0 b " 4 , T 2 2 r 2 I r I I I I I S r x r I I x I I I x r x x x I I 2 2 I 2 I I I I I I x I r x I I I x 2 2 I = x = I x I S I S 2 x I Z x x 2 3' 0" _ 411 x _ /8" (-i- m .. w A A .... w ... .... .... w A w ...7 - -_-- 'k_._w A ,. w _ A ,. ...7 w A A •.-_ A_" A n _ A w w w w 0. .. f1 w .F 'i .7 .7m m m m m m - m m ., m ., o m Vo e m m m m m m. ,. m m m w� C1 1 11 7 APA Rim 1 16 m .p m --^ " m ee we A-0 w" B k I II 'H,9 I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_ _ _ _ "_ �_ _ �Y z 2r ,;= r .,r- �r r „I ,,_ r �r r ,.I = v= _ _ _ _ _ _ �_ �= y= �= u= �_ �_ �= V= �_ �_ �_ _ V= H1a FB9 12 0 5-1/4" x 11-7/8" GL3000 2.1E 30F-E2 1 8 I..,.. H1e rj )J1 ,N,a A (5) 10 = 'N7 m (,a)J19 m H1a FB6 14' 0" 3-1/2"x11-7/8" �GL3000 2.1E 30F-E2 1 8 I'H18 m 2 "O . :::3 - - Y 4v2a"o�c. mF87 13 0 5-1/4 X 11-7/8 GL3000 2.1E 30F-E2 1 8(!0)Ji (I0)J5 (5) 10 r H1a`I (5)414 -- 24"O.C. --6k2 B eel 4-- 24"O.C. r . _ (5}414 n W 0) ' H16 (5)427 o a 2a" D c. > ' � o-2a"D.c: G ,o (5)427 0 H78� TYPE A5 MATERIAL LIST FOR (1 BLDG ONLY)m 24" D.c. _ 24"D.C. PlotID Qty Manuf Product Skew Slope2 E Swig IDti m 9 Bkz ,kz ski Bkz Bk2 Bkz akz i ,A u H1ae H16 336 LI$P TFL20118 - - . -f n _ m ,y EFT Bk2 Bk2 Bk2 B"2 Bk2 BIS' m m w ci "1e v O m ekz Bkz _ _ m ,, m D f HIS H17 80 USP TFL23118 - - CD -°° ' 4av �_ V= FB7 _ �1-4fl H18 496 USP TH017118 - - LL" In H10 m m m rs7 -0 m m 0�1 , m m m m m HIS co 2 = x _ _ = Bk2 Bk2 Bk2 Bk2 Bk2 2 2 2 2 r •]k+- ��C �� 'y N 1 ''Ek2 Bk1 Bkr 8k2 Bk2 -0 ca H18 m 2 x x r I 1I YI Vs = = x x x ;D H1B N w I' 0. H1a s 6)J 6)J( PIN N m H76c 1.- -a 24"O. d 24"0.a. O N79 z co ee m V H18 O , .A 1 mm . m . . b m m m -0 -0 m b m . " -0 m " CC 0 . L r 1) ) wr w= .•= wx.. .) .w= A= F w= w=. A=- •,_. ,._ _ ..= w= w= w= - Ilill[ S.11 LI u _.__ w n 19•" .0 9.'" '•C• a Nel Lt m m m m m m m " m a m a !i \ T = _ _ = x 2 I m _. S r = = x l= I x xx xx x 4 -01p -0mqmmwr w _ ,_ w I I _ m -0 - m m m_ m 1- Q a 114111 El A - il ' VQ waH,e n � H,6 H ' 1e h H1ae 0:�, 1 1N Hifi N H18 - J O H1a ' HIS ., ---- -- -- - Job#: 6050618 Date: 08/24/2016 - Scale: 1/8" = 1'-0" Drafter: ZAK ll BUILDING A5- SECOND FLOOR FRAMING PLAN LOADING: Live: - Dead: - I ,O Corridor: - O��QG'\ ��yyo�' DEFLECTION CRITERIA: QQ-�, , Qua Live: L/480 Total: L1360 PGOA Q{o�y'ca Sheet e 9 OF I Holes For RFPI-Joists Used In Residential Floor/Roof Applications 1101-7 CI IARRT- MINIMUM DISTANCE FROtvi INSIDE FACE OF NEAREST SUPPORT TO CENTER OF HOLE GENERAL NOTES Far RimboardGIOLAM"LVL Beam - 2x plate flush withso/Milk _ Hoist Joist Unn Round Hare Diameter(In.) .� vertical load capacity 1 j t inside face of wolf Or h Desi Ad st t b IMPORTANT: PLEASE REVIEW THESE MATERAIL PLACEMENT DRAWINGS CAREFULLY. THEY Minimum distance from inside face of support/to the center of hole. See Hole Chari. g- s a 4 s 6 6 t!4 7 a a-t1e 9 s0 16-�/4 ti I2 1:-an see Rimboard/l Joist or beam REPRESENT THE FULL EXTENT OF THE MATERAiL WE ARE PLANNING ON SHIPPING r (In.I e°fbn mint 131pcking PLF Table - - 1 / Min. 2x dia. fOa81 AlinfmumCis!ance Irorn Iruldr Face•F Hearrst3uppart Ta Center of H4118%-10-31"4 sl•:a-In.l / to Figure 2 �. of larger hole See Note Ilan page ] 1. RrP12a 1 t.sa a•7 o'-a' s'-4• 3'a 4" 5-9 ,` One 8d nail at top and R:_� AiliPP('H, , iii �' . 1. SEE DESIGN CALCULATIONS FOR INDIVIDUAL MEMBER BEARING REQUIREMENTS, OR bottom flan e � 0 0 rUPI cos ta.2s 1-2 r.2' 3'-3' a-4 3-v a'-a g �, �. PRODUCT LITERATURE PROVIDED. I F'� HNC. RFPI 100 14.08 1'-0` ?-1^ 3'-3' a'•9' -d" 6'•9' Alli I `NS 2. SEE DCA 3 DOCUMENT SUBMITTED WITH SUBMITTAL FOR FLOOR/CEILING FIRE ASSEMBLIES. _ '� _ v 1/s- - ° /�� 3. SHIPPED MATERIAL DISCREPANCIES MUST BE NOTED ON BILL OF MATERIALS. SPI MUST BE ,• ,�` R€PI d0 1d.75 0.8' 1'-11' 3'•?` a'•9' a•6" 6.1 1" Top-or face- r '+/ �� NOTIFIED WITHIN 48 HOURS OF RECEIPT OF GOODS. •, RFPI 605 14.17 7-0' 3.3' 4-8' 6'-1• 7.r 8.0' ` 1490 SE Gideon St s s j> x ►. �-'`� �~ mounted hanger �� 4. SHEET ROCK STOCKING/LOADING BE PLACED FLAT ON FLOOR PERPENDICULAR TO I cLilte 1 QO k 3/4x RFPI 70 15.33 1-1' ?'-3' 3.10' S-6" 7-3' 7-8 4,,P=, installed per hanger JOISTSPANS. NEVER PLAGESHEETROCK ON ENDPARALLEL WITH THE JOIST SPANS. 0 (--- i diameterRFPI20 12.67 a 7 a tr' a E• 1'9' rl 4' 3'4' S'0 b' l0 8'a -6Attach RigidRimr' manufacturer's recommendations `' 5. ANY WEB STIFFENERS REQUIRED ARE BY OTHERS.WEB STIFFENERS REQUIRED AT FACE- Portland, OR 97202 �� '*� RFPI 4aS 13.17 a-T Q-lo 1'-SO' 2'-11 4.0' <'-4 5.Y 6'•B' T-1 . Rimboard to For nailing schedules for multiple MOUNT HANGERS ON I-JOISTS IF HANGER DOES NDT LATERALLY SUPPORT I-JOIST TOP Phone: 503-$72-3800 r , rap plate using RIGIOLAM' LVL beams,see Fastening FLANGE,OR IF INDICATED BY ENGINEERING CALCULATIONS, PRODUCT LITERATURE, OR RFPI 400 14.75 a-7' 0'•5• 1'•7' 2'•1 1' 4.4" 4..a, 5.14• 7•e- a'-10" ach Hoist to 8d box toenails Recommendation For Multiple Ply, Top-mounted hanger installed = ENGINEER OF RECORD FOR THIS PROJECT. Phone: 888-440-3600 •--- +• RFPI40 16.42 0-7' 0-10' 2'•0' 3.5' 4'.11' 5'•3' 6'-5' 8'-2' 9'-6' 3 plate with one 8d nail " VL Members below per hanger manufacturer's 6. SHIFT RFPI JOISTS UP TO 3"TO AVOID PLUMBING DROP,TYPICAL. - 11.7/1" ch side of the I-Joist at bearin �° b a.c. RIGIOLnM L recommendations X. 503-238-2663 RFPI 505 16.42 17-Q. 1'-t4' 3'-?' 4'-5' S'•1D' b'•2` T-a' 8'•11' 1p-1" g 7. REFER TO THE STRUCTURAL pRAWENGS FOR ALL NECESSARY DETAILS,TYPICAL. I Note:Unless hanger sides laterally 8. CODE REPORT REFERENCES-(RFPI)I-JOISTS: (ESR-1251),GLULAM: (Y-117). RCM 70 16.42 0.7' 1'-0' 2'-5' 3'-10' 5-6' 6'A 7'.4' 9'-4' 10.8' 11/7" su ort the to flange,bearing avoid splitting flange, install nails a minimum of support p 9 9. ALL 24F-V4 GLUCANS BEAMS TO BE HIT AND MISS APPEARANCE GRADE. stiffeners shall be used.{see Figure 1 J 8.-14*`' y R>:P1 ROS 1R St1 O'•11" 2'.G' 3'.10" 5'•4" F'.11' 7.4' R'.: I(1•.4' 11.-6. im end of I-Joist. Nails may be driven at an angle 10. ALL 30F-E2 TO BE INDUSTRIAL GRADE. � Knockouts: See notes 7 and on page 11 . DO NOT hammer holes in web, except at knockouts. FFP190 21.08 0-7' 1'-4' 2'-9' 4'.4' 5'-11' s'-4' 7' 9-5' 10'-14 avoid splitting of bearing plate. W uai zN T ¢ Rift 20 12.67 a•7' 0'.8' 9-6" 0'-9' 0-9" 1'•1. 2'-3' 4'-2" 3'.4' t'-1" 3'-2' 9.•11' uZi czz7 w . T¢W km 4U] 10.4:1 U•J' U-ts• L8-n' i'-4- ''4-5' 7-tf :f-6' 4'-/' S'-5' C'-U" r'-/' Y-4' w w d H a`� How to Use Hole Chart Optional Hole Calculation: RFPI 400 14.75 0.7' 0'-8' 0'-8' 0'•9' 1'•11' 2-4' 3'•;' 5'-3• 6'•4' 7'-0" 'l-C' 10'-10" a w 2 Cz n w f Never drill, cut or notch the flange, or over-cut the web. Holes in webs ce z viw _ Owm The Hole tart is based on the Hoists being used at their RFPI 40 16.42 0.7' 0'_g a-e 1'-3^ 2-7• 2-11" 4'•2• 5'•11' 7•0' T•9" 4-8' 11'•7• ,x r w ra _ w o 1 . Recd across the top of Hole Chart to the desired hole size. 14• maximum span_ If the i-joisis are placed at less than their full RFPI 505 16.42 0.7' a•a' 0'•8' 1'•8' 3.2' 3%6' 4%9• 6'-5' 7'•8' 8'•4" 10'4" 12.2 f /F I0 w m D m w Or z 0,_ 2. Follow this column down to the row illct represents the I-oist depth end designation. f should be cut with a sharp saw. Far rectangular holes, avoid over-cutting = v'o o �,a o P I p allowable span the minimum distance from the centerline of the RFPI7n 1642 Mr n'.8' 0-A' 1%6" 3.1" 1%6' e'.17' 6'•7• 7.9' R'-6" 1a-11' 17-t 1" 1 ,�/' w F w g Z This number indicates the minimum distance from the face of the nearest support to the halo to the face of the dearest'aist support D as given above RFPI sag 1?.92 aa' o'-�' 2-r 3'•7" s-t• s-s' b'-;" e•s �'-r to-4' ts'-s" 14'0 ''°, z a n a W n cn • centerline of the hale. I Pp ( ) g f the corners, as this can cause unnecessary stress concentrations. Slightly 0 www ¢(n n 0-a m be reduced as follows: WM 90 72.17 0.7' CI-B" 1•-T 2'41' 4-7' 5'-1' Y-5' 8'•3' 9'•5' 14'•2' 1T-3- 14.0' D c~) w z w z D Example: Need a 41/2-inch hole in an 11-7/8" RFPIiA-400 joist: RFPI 405 16.42 U-r a-t1' u'-a' 0'.9' 0.9" 0-10' r•r 2'-y. 3'.r 4'-r' s'.a' 6'-r IA?" s'•9' my. ♦ rounding the corners is recommended. Start the rectangular hole bydrill- u_ D cc a~ -J z ~o¢ • g 9 w o =wp LI"<C w u_}w From Hole Chart, La�k01 RFP1400 14.75 0•T a•8' 0'•8° x7.9 0.9" 0-10' 0.14' 1'•11' 3'•1' 3-10' 5'-11' T-o' 8'•0' 10-4' 12' ¢ cc 0e Z z w rt w g o • Farad inch round hole the minimum distanoe is 1'- 7". D'=1,.d� - x g RFPI 16.44 0•T 0�-s' OA' 0'4' 0-9" 0-10' rm. 3'-6" 4'•b' S'-2" 6'-11• 8'-5' 9'-0" 1r-5' 13'-4• in a 1"-diameter hole in each of the four corners and then make the " a °Q J� a ��'� a. g rude Orn~dw‹ ni< • Fora 5-inch round hole, the minimum distance is 2'- 11". SAF 16' RFPI 605 1642 0.7' 0'•8' 0'•8• 0'•9' 0-9• 0-10' 1'-13' 3'-6' 4'-6' 5•2" 7'-3' 8'.11' 9'-6" 11'-IC" 13'-s' �� b (.9z Z-g O" Where: RF 9170 16.42 a_7• a-Cr a-8' a-4" 0.9• D-1 Cr 2'_Y 4.2' s'-b' 6'-4" 8'_7' la_s' 11'-a• !p_6' 15'4' CUts between the holes to minimize damage to the I-joist. a', rzb.4oa4 9 r0° 9 I El. ac3o �c�w • Therefore the minimum distance for the 41/2-inch round hole is 2'- 3" (halfway betweengg N Z w u)V o m U. a 1- 1`-7"and 2`-11'). D,e,,,„d = Minimum distance from the inside lace of the R1 4 505 19.92 0-7' 9-0' 9•8' 1'•2" 2'•10' 3'•3' 4'-6" 6'-7• 7.5' a-1" 9'-11" 11'•5' 11'.11' 14.3' 15-5' o'n O a ZZ rn o<0 m nearest joist Support t0 center of hole, reduced for RfP190 22.17 0-7' 0'-8•' 0-6' 0%10' 2-9' 7-2' 4'-7' 6'-7' T-l0" 8-7- 10'•3" 12'-4' 12'-11' 1S-2' 17'-i' w is .01_00.,_z 000 u0O F a....moo Nolen: less-than-maximum span applications(ft). Z¢ it o m-a n g o } wZ pw 1. Distances in this hole chart are based on uniformly loaded I-joists and allowable I-joist = The actual measured spun distance between the g 4?o w o a w o W 1,x,..-- L reactions without web stiflenersenminimum required bearin lengths. This chart 'Jo. p GENERAL CONTRACTOR NEEDS TO CONFIRM ANY FLOOR OPENINGS REQUIRED FOR conservatively accounts for the worst case created by the allowable simple or mut- inside faces of supports(ft) (for multi-span joist,use a w o a-m w ti le�floorspans shown elsewhere in this guide at on-center spacings of 12", 16", the longest spanforL ). MECHANICAL DUCTS/CHASE. PLEASE MARK ON LAYOUTS WHERE OPENINGS ARE 4ceoz�¢QWU7m _i� p adu�l abdau)E rn fn 19.2 and 24 with floor loads of 40 psf live load + 10 psf dead load or 40 psf live 1-w m o¢a m-2,1- J w o SAF Span Adjustment Factor given in chart. REQUIRED. SHELTER PRODUCTS NEEDS TO KNOW ANY CHANGES IN FRAMING AREAS ¢ wa›-¢ os -~1- load - 20 psf dead load. Hales In conditions that fall outside of the hale chart _ a O-6 w o°w w oo, ..2,5 ,_. parameters `Including the use of web stiffeners, longer bearing lengths D = The minimum distance from the inside face of u)a= o s-woo o cs z o ?Z or other loading conditions) may still be acceptable. The most accurate the nearest joist support to center of hole from Hole FOR DUCTS BEFORE ORDERING ANY MATERIAL. ,L,..0200,9 ,.0,,-m, --,-,. (3 wN-enz method of determining the acceptability of a given hole is the use of co - y a a appropriate software (e.g. Simpson Strong Tie® Component Solutions"") or Chart above_ w m z? o n o w o Y,o cs engineering analysis for the actual condition. Lif p1,u . W zc;._,013- lr°z a z o w z ,(1°,09_,z w J 2. Hole location distance is measured from inside face of nearest support to center of hole. is greater than 1.0,use 1.0 in the above calculation, a w o=g cn D Q s o w gg pP SAF w c»-D_ c3 3. SAF = Span Adjustment Factor for optional hole calculation, used as defined on this page. a a a__¢?o a o zr oNol iz Z i Iww� -1 Lil ZaX9acO- OU Ow�aQZzg0I- •F�(aI WoOOpUwvF ai -iwir iTh ��_,ILwNOywazw4K , cna ¢ccH� = w w=w Z �wot,,, 6E,,_0� �ticivOuicor- co ZaiOUF- REVISIONS: A REDLINE REVISIONS 8124116 A) (B) (c) ,D� K E�> CFS (G . 179' 1/2" 48' 0" 8' 0" f 33' 6 5/8" 33'6 7/8" 8'0" ir 48' 0" BASED ON PLANS DATED: (1 ) STRUCTURAL T CONSTRUCTION SET H19 Hie Hie E118 I 05/09/2016 H18 HIS 'H18 1, . H,e LEGEND:EG E N D: �H,a N HIS H,B 'rHIS Detail Reference _ L.---� 7.._.V y -"/© \ - V ImS m m mx_- m Sm- x S S I V • . Ym X2 _ x L _2 S S 1 - -- yV VV m L L L I F e , x x _ x _ x _ x - = _ LI J# Joist mark VVyuVV V4VVm �mVm N m m m_ m m m tE m_ _ E _ E ; BM# Beam Mark ' = ___ 1•-^k2 Lx BCA# Rim oard a"tl m m m 'm •m Va "a "p .qum .a "0 .mupumum "0m I'm % Ix I xxxIIII LILIIIIILxx m Verify Cloud H,e OQI HIS" 'TYPE A5 MATERIAL LIST FOR (1 BLDG ONLY); ry 8]Ib 6) G PtD Length Product Plies Net Qty CL Construction Line H18 H,a b b o < 2 "O.C. 24"O'C• -27 312 7' 0" 11 7/8" RFPI-20 1 8 BK# Blocking 63- ' m _ z _ _� ' ( a ry m m m a m b " ---4 327 28' 0" 11 7/8" RFPI-70 1 40 B Ln HIS Bk2 Bk2 Bk2 Bk2 Bk2 •�}J�5 > ' "'j .� (2 5 w= I x S x x .x HIS 1 H H FL70 Framing By Others I. m mm 19•t"O.c. 19"2"e.c. Bk2 Bk2 Bk2 Bk2 Bk2 m m m m m --_ J14 25 0 11 7/8 RFPI-400 1 40 03 2 m xx )11 x m m x FB7= x I Wilt 315 17' 0" 11 7/8" RFPI-400 1 48By _ BBO Beam OthersEt = (D 'H1e � � FB � B4, Bk2 Bk7 wx I'B. m m w -131711-11711-/ n N o - _ f _ _ _ _ x I x O 318 14' 0" 11 7/8" RFPI-400 1 56 o m _ Bks Bk2 Bk2 Bk2 BO Bks Bk2 2 a SBBO Steel Beam B Others 'Hte E.y -m t ,m m _ Bk2 942 Bk2 Oki Bk2 Bk2 Bks m < m m S fl Mae et vn = _ _ _ _ _ _ _ �_ = m H 320 12' 0" 11 7/8" RFPI-400 1 8 'H18 m ,•<-- (5)427 (5)414 - FB9 I (5)414 ,3 (5)427 m Hit .119 13' 0" 11 7/8" RFPI-400 1 8 AL Calculation Callout yH,a 24" D.C. 24" D.C. (40)45 �2 Bk2 Bk2 • - (10)J5 24" D.C. 3 H,a4 J5 22' 0" 11 7/8" RFPI-20 1 80 24"D.C. }J1 m r 24"o.c. 24"O.C. b (3)J13 J6 14' 0" 11 7/8" RFPI-20 1 128 •H18 m o 2 "O , a co (5)410 (5)410 ' to = "° 24"OZ. �18 37 13' 0" 11 7/8" RFPI-20 1 24 •Hca Q m m m m m ti _m m m 24" D.C. m m m m m m m m m m m `� 24"D.C. °• m m m m m m ti M m m m S� lilac 310 10' 0" 11 7/8" RFPI-20 1 40 7 m w n m m m m a n m .T C '" ' '_ i 'F 2 X x = 2 2 x x x x x x x x Tx I x x x x L x x I x S x x x x x L x L x s L 5 x x x x S S S I S S 2 S x I x i S x S x S 91 0" 7/8" _ (3> S wx Ax L x w w w n w w Am mwm a w w ^m m m ^m m w ^m ^m m m "m wm wm ~m ,' m ~m m m m »m ~m m �m wm ~m ^m m wm wm Phm m wm ^� wm wm m ^m wm 7 __ __ _ J 11 11 RFPI 20 1 8 Y'l m m m n '+w 'lw m ti - m u u u u u �'m u v ,. u u w� F- CO ,H,e m x _ _ _ _ �_ �_ u= y= u= �= V= V= ,s _ _ _ _ _ u= _ _ _ �= u= _ _ �_ _ .._ u= _ u= �= 4= _ _ "_ _ y= V= _ _ s u= u= �_ �= u= �_ �= Y= �= y= y= a H1ec 326 5' 0" 11 7/8" RFPI 400 1 8 C4 (5) 10 (5) 10 a ~ HIS_," W )J1 m 24" .c. ' (3)J11 m Bk2 2' 0" 1-1/4" x 11-7/8" APA Rim 1 248 2 "O ' _ _ 24"0.C. >' Bkl 3' 0" 1-1/4" x 11-7/8" APA Rim 1 16 H,a d (10}J 5 (10)J5 HIS 2 (5)414 24"O.C. Bk2 B Bk2 "a------- 24"O.C. > (5)414 4 FB9 12' 0" 5-1/4" x 11-7/8" GL3000 2.1E 30F-E2 1 8 sH,e ti (5)427 [7 24" D.C. !? Bk2 Bk2 Bk2 24" D.C. < (5)427 0 m HIS FB6 14' 0" 3-1/2"X11-7/8" GL3000 2.1E 30F-E2 1 8 C 24" D.C. :.1111 24" D.C. _io mm »= m FB7 13' 0" 5 1/4" x 11-7/8" GL3000 2.1E 30F-E2 1 8 2 E'HIS 43.. -.._.. _ xx Bk2 Bk2 Bk2 Bk2 Bk2 Bk2 Bk2 .x ,` _ 'x x .... '- H184 - c m m BQ' Bk2 Bk2 Bk2 Bk2 B,2 HU m m m m m -m -m m ^° TYPE A5 MATERIAL LIST FOR (1 BLDG ONLY) CO H,a d F m �+ Bk2 Bk2 = S x x x x S S x Be � H�e. LJw. el 07 PIotID Qty Manuf Product Skew Slope �N/ HIS m m m m m n eb, or, m m 1•11 m m '". Hie - 4o 7r = _ E _ _ = Bk2 94,2 Bk2 ,Bk2 Bk2 _ _ _ •_ _ I �� H16 336 USP TFL20118 - a. - m/ + .-- „m . . ..m Bid Bk2 Bk2 Bk2 Bk2 N aH,e m z 2 x L j x _ _ _ L r "' 1-117 80 USP TFL23118 - - 0 0 w HIS m 6)J i : FB7 6),11, H,a� 1-118 496 USP TH017118 - - . 14 t 0+ e� " [' 0 1111 .H18 0 2 "O . so m 24 Ol. m a m so l o ,r 0 Hill,:" m m m m m m m m m 2 z x x x x x x x x x x x x x x ^x wx x E ^x ..x.,I m -- _'. . I ? - _�. ' ^ ^ --w-.--.A ---•� --w. ._ w w-_w ^ - w » w w O ( )JI5 0 , �"' IM ❑ E 1 I..Lw 19 .0 19. "[.C. O N m m m m m m " m m m m m m K r y .yam•, g. _ _ _ _ _ _ 0000000 x 22221 e' ,i�fi� �.f ' w w w .. w (-4) „ P, x x x x XX.- I w .. F w E w = L.- A_.. ti__-M. .._.... . y. _ ....... m_.... m m m m m m n w n r m m m m m 1x x x I ti x x x r x x, x x x x _x e Q .14+16 x x x 1e,•_ _-___ ._._ H{a _ _ _ Wel. HIS ^ Hug HIS • f`, • HIS < C0 0 Iw HSS rN H1e Hie 4,1Hie i - .(5) , , __. Job#: 6050618 Date: 08/24/2016 - Scale: 1/8" = 11-0" Ikk - Drafter: ZAK II BUILDING A5- THIRD FLOOR FRAMING PLAN LOADING: Live: - Dead: I O�� Corridor: -• J<oOG"S\O may, DEFLECTION CRITERIA:- Co rt J o� Live: L/480 Total: L/380 QQ E7 �yP`'a� Sheet P- 0 y� G o0 •4('' 1 0 OF 11 I Holes For RFPI6-Joists Used In Residential Floor/Roof Applications Hot.:CI TART- MINIMUM DISTANCE FROM INSIDE FACE OF NEAREST SUPPORT TO CENTER OF HOLE Far Rimboard GENERAL NOTES • Wolof Joist San Round Holo[Honorer fin.) % vertical load capacity i R1G@LAM"LVL Beam t k 2x plate flush with I b inside face of wall IMPORTANT: PLEASE REVIEW THESE MATERAIL PLACEMENT DRAWINGS CAREFULLY. THEY • Minimum distance from inside face of support to the center of hole. See Hole Chart. Depth Clegg- 'd1"'* 2 , 4 s 6 e to r e a sro 9 la sr_„� „ 12 ,=-,H D f, see Rimboard/I Joist € or beam r (in.l fatbn maner Blocking PLF Tgble REPRESENT THE FULL EXTENT OF THE MATERAIL WE ARE PLANNING ON SHIPPING / Min. 2x dia. f°dor IVAinimum6ia°ncafrom IruideF°ce•tNe°resl5upparttacenferotHde;ft•in.) rn Figure 2 =� E 11160;, iffrs‘.of larger hole See Dote 11tan ppge ] 1. srPi 20 tt.sn a-r Ir•m z'-o" 3'•6' s-4• s-9 One 8d nail at top and i�� JIj . SEE DESIGN CALCULATIONS FOR INDIVIDUAL MEMBER BEARING REQUIREMENTS, OR • -_-_- MI 405 13.25 1'-2' 7•2' 3'-3' 4'.4' 5-9" 6'-3 bottom flange - PRODUCT LITERATURE PROVIDED. 0 . S�IImo..� . SIPPED MATERIAL DISCREPANCIES MUST BE NOTED ON BILL OF MATERIALS. SPI MUST BEp 4NOTIFIED WITHIN•46 HOURS OF RECEIPT OF GOODS• 1490eont• � ounger . SHEET ROCK STOCKING/LOADING MUST BE PLACED FLAT ON FLOOR PERPENDICULAR TO I- Suite 100 0 0 , • I. 3/4x R>P170 15.33 1'-1• 2'•3' 3'-10' 5'•6" 7-3" ;'-8' _ +� { installed per hanger JOIST SPANS. NEVER PLACE SHEET ROCK ON END PARALLEL WITH THE JOIST SPANS. • i diameter RFPI zo 12.67 a 7' a e' 0'4• I'4' 3 4" 3 9 5'a b' to s'4• Attach Rboar m ' : ! manufacturer's recommendations 0 5. ANY WEB STIFFENERS REQUIRED ARE BY OTHERS.WEB STIFFENERS REQUIRED AT FACE- Portland, OR 97202 a+ : ; + IUPI405 15.17 0-T 0.10' 1'-10' 2'-11" 4.0 a.4 5'•2' 6'•s T-11" iJr i Rimboard to 1 For nailing schedules for multiple t MOUNT HANGERS ON I-JOISTS IF HANGER DOES NOT LATERALLY SUPPORT I-JOIST TOP Phone: 503-872- 600 --, , . , j top plate using ,r. = RIGIQLAM"LVL beams,see Fastening FLANGE,OR IF INDICATED BY ENGINEERING CALCULATIONS, PRODUCT LITERATURE, OR 3 .-,, • -• e RFPI 400 14.73 0.7' 0'-e' I'-,' 2'-11" 4.4• 4.8 5.10' 7.3• 8'•10• ach I-jaist to ted box toenails Recommendation For Multiple Ply, Top-mounted hanger installed ENGINEER OF RECORD FOR THIS PROJECT. Phone: 888-440-3600 RF PI 40 16.42 0-7' 0.10' 2'•0' 3'•5' 4'•11' i'•3' 6'•5" 8'-2' 9'•6' plate with one ed nailper hanger manufacturer's 6. SHIFT REPT JOISTS UP TO 3"TO AVOID PLUMBING DROP,TYPICAL. Mika• F�n 'rljj!. 3 11•», @ 6 a.c. RIGIQLAM LVL Members below 9 7. REFER TO THE STRUCTURAL DRAWINGS FOR ALL NECESSARY DETAILS, TYPICAL. Fax: 503-238-2fifi3 L .i}' J# Ir RFP1605 1x.12 0-8' f-1D' 3'-2• d'.5' 10' 6'-2 7'-�• a'-t r 1 •t• ch side of the I-Joist at bearing recommendations TA , :, .:'k 1` :IM i ,; .,,' :'..�'{ .t r. ;:''''''.. " .. 1 5 Q Note:Unless hunger sides laterally - I-JOISTS: (ESR-1251), - ) UPI 70 16.42 0.7' 1'-0' 2'-5' 3'•10' 5-6" 6'-0 7'-<" 9'-4' 10-8" avoids linin flange, install nails a minimum of 11/7" support the lopflange,bearing 8, CODE REPORT REFERENCES (RFPI) GLUCAN: (Y 117. splitting 9fFe 9. ALL 24F-V4 GLUCANS BEAMS TO BE HIT AND MISS APPEARANCE GRADE. RFPI RAS 1R 51 0'.11" T.a' i'.1fl S'.4" i'11' ;.4 R'.7- 10.4' 11'_!x• stiffeners shalt be used.{see Figure 1) Im end of I-Joist. Nails may be driven at an angle 10. ALL 30F-E2 TO BE INDUSTRIAL GRADE. Knockouts: See notes 7 and 8 on page 11 . DO NOT hammer holes in web, except at knockouts. PFPI90 21.08 0-7' t'-4" .0. 4'4 s'„' 6.4' r 9 s' 10-10 avoid splitting of bearing plate. W O z z RFPI 2a 12,67 0.7' 0-s" 0•-8" U'•9' 0-9" 1'-1 2'-3' 4'•2' 3'•4' .6-1" 0'.2. 9•-11- - -- Z Czz a =¢W ktk9 405 16.42 u-7' U-1r' u'-8' 1'•4' 2-5" .'-8 3'-6' 4.-)' 5'-Y 6'-U" r'-P y`-4' w W ~O . Zd y How to Use Hole Chart Optional Hole Calculation: RFPI 400 14.75 0-7 tr-s. 0'-8' 0'•4' 1`•11' ^.'•4' 3'-7' 5'-3' 6'•4' 7'-0" 7•C' 10-10' a w z y o w The Hole Char}Is based on Hoists being used atiheir RfP140 16.42 0-7 0.8' 0'-8' 1'•3' 2-7' 2.11' 4'-2" 5'-11' 7'.0" 7-9" 9-8' 11'.7' Never drill, cut or notch the flange, or over cut the web. Holes in webs re 1- tow 3 °o co 1 . Recd across the top of Hole Chart to the desired hole size, 14' 40;.;.4 >a 1- maximum span. if the /-joists are placed at less than their full UPI 605 16.42 0.7' 0%8' 0%8' 1%8' 3-2" 3%6• 4%9' 6%5' 7%8' 8'-4" 10'-4" 12'-2' Or.,""' m m m I- 2. Follow this column dawn t0 the row that represents the 1-Olsi depth cod designation. p I�PI7A lh 47 Q_7 0'.A a•A' I'.b" 3-i' 3'.h' s'.19' h.T 7°•9' A'.d" ID.11• 1?'.�I" / should be cut with q sharp saw. i"Or rectangular holes, avoid over-cutting 1- LO w° ut2 1x T azThis number indicates the minimum distance from the face of the nearest support to the allowable s an the mine rlurrt distance from the centerline of thepix,;i / �, w a d m Low w hole to the face of the nearest joist support(D)as given above RFPI305 17.92 0-7' 01-9' 2'-2• 31,7" 5-P S'-5' 6' 8-5' 9'•7• 10'-4• 12'-s• 14'-0' the corners, as this can cause unnecessary stress concentrations. Slightly v, - centerline of the hole. 9 Y ma' be reduced as follows: erP190 22.17 0-7' 0'-8' 1'-J' 2•-11' 4-7- 5'-1' 6'-5- 8'-3' 9'-3' 10'-2' 12'-J- 14-0' -1 b w M w • `E =j Z Example: Need a 41/2-inch hole in an 11 -7/8" RFPr-400 joist: f - RFP1405 16.47 lr•r 0.8' OA' tr.9' 0.5"' 0-10' r•5" 2'•y 3••/• A-1" 6%6' 6' r•0• is-v' 17-9• rounding the corners is recommended. Start the rectangular hole by drill- n p o ,u, a t)--2 From Hole Chart, L RFPI400 14.75 0.7' 0'•8' 0'•8• 0,9' 0-9" 0-10' 0'-13' 1'-11' 3••1' 3'-10' 5'-11' 7.6' 8'•0• 10'-4' 17'.3' €` . Q p O D = ° `°I x D ...7-40; 45) 4 , ifi a 1"-diameter hole i n each of the four corners and then make the 0 a Luca.o H i- w 0 0 o • Fora 4-inch round hole, the minimum distance is 1'- 7"" �_� SAF ltFPt40 16.42 t7=7• 0'-8' p 8` 019' 0•y" 0.10 1'•13• 3 5' a'•b; 5':2" 6'-11' B:-5" 9'•0' t t-5• 13'-4• Rr1} j g �? - < D m U • Fora 5-inch round hole the minimum distance is 21- 1 18 RFPI 505 16.42 [t T 0.-13' 0 8' 0%9' 0-9' 0-10' 1'-1T 3'S' 4'•6 5' 2" T-3' g ]1" 9-6 11'10' 13'•5' fir iiii z-Lu ,(9.1 ..;0--u_ O vi O ' Where: ;epos 16-d2 0.7' a.$' 0'.8' a'.9' 0.9" 0.10" T-1' d.2• 5'•6' d'-d 8'_7' 10'-5' 11'.0' I,'.6' 15'•E• /� cuts between the holes t0 minimize damage to the I-joist. -EL H<o0_O O (2O • Therefore the minimum distance for the 41/2-inch round hole is 2'- 3" (halfway between <=o w .s o u. 1'-7"and 21-111. D = ,Minimum distance from the inside face of the RrP1 3o5 19-92 0.7' 0`.0• 0-0' 1'•2" 21.10' 3.3' 4'.6' 6'.3' 7.5' 0.1' 9'-11" 11'•5' 11'.11• 14.3' 15-6' p w z m z F m z a O 01 m reJu"xf z rea_-Z o co _ nearest joist support to center of hole, reduced for i0'Pl 90 22.17 0-7' OAS' 0.8' 0.10' 2.9' 3'•2' 4'•T 6.7' T•10' 8.7 10'•6' 1 z'•4' i 2'•1 1' 1 G-2' 1 Y-1' 12°' •D 1-O 0 O O I- Hao a Notes; lass-than-maximum span applications(ft). m z D a o m¢w S O i>- 1. Distances in this hole chart are based on uniformly loaded I-joists and allowable I-joist Z °o m w a a�_o w p1 reactions without web stiffeners an minimum required bearing lengths. This chart I. 1• = The actual measured span distance between the conservatively cccounts for the worst case created by the allowable simple or mul- inside faces of supports(ft) (for multi-span joist, use aQ. a u r� -0.„.„-- conservatively d W J J LL w U 0 U p the longest span for L A B C a eZ,z_J<O UJ co 1_ a 40 0 ti le floor spans shown elsewhere in this guide at on-center spccings of 12 , 16 , 9 p aRual)' cca LL J a v,cca=CO m miu,,i 19.2" and 24" with floor loads of 40 psf live load + 10 psf dead load or 40 psi live SAF = Span Adjustment Factor given in chart. 94'-9" w w m=i o a a m~m• �a!--..)(1)0 load - 20 psf dead load. Holes in conditions that fall outside of the hole chart ' Ra g / / ` w a?-1 a o rn o S) a rn F- parameters (Including the use of web stiffeners,longer bearing lengths D = The minimum distance from the inside lace of 56'-7" 338'-2` 1 u a s'f-z o=x w a o�, a a o z or other loadingconditions m still be acceptable.le. The most accurate w a:o li a to1- LL z Luce oz � a]► p the nearest joist supportto center of holt from Hole ��o 0 o a=Z��o o z y�� method of determining the acceptability al a given hole is the use of a w w m w I-¢ w Chart above. f 1 1 oma e,or-��a oz a appropriate software (e.g. Simpson Sarong Tie0 Component SolutionsTM) or 21_v,z w, m a., ,o>,0 , engineering analysis for the actual condition. L. . 5,w a~O,_2 a z o Q z (.3„,o, .? If is greater than 1.0,use 1.0 in the above calculation. I I I ,o <-t L o a Y a ❑ w 2. Hole location distance is measured from inside face of nearest support to center of hole. SAF 48 w o a:o 5"' i 7 a o"ix 0 z Lu g 3. SAF = Span Adjustment Factor for optional hole calculation, used as defined on this page. 1 S602 6 z o w 6 w o a o ti =z a°a w ar"wz �¢v��oc� wo an Owe t I 8800 ® t zJmixWoozUw,� 0_ =w zoi N. i _ _ _ _ _ _ _ - - GIRD WDRAG - - - t"' a0}lxoa000a.v� 0_01_ z4 _ 0 \ TRUS O �LL u,.„,_ gwr = _sw w illiiWfr 1 1,1rN�..,o. 6,..:§o; z„ioar- GENERAL CONTRACTOR NEEDS TO CONFIRM ANY FLOOR OPENINGS REQUIRED FOR I ®m Ir-4-91V/0 0�,.1 5600 REVISIONS: S602 Ia MECHANICAL DUCTS/CHASE. PLEASE MARK ON LAYOUTS WHERE OPENINGS ARE 1 t shoo shoo ,•�Ilr� B7 -I t REDLINE REVISIONS 8/24/16 REQUIRED. SHELTER PRODUCTS NEEDS TO KNOW ANY CHANGES IN FRAMING AREAS ! • 4 I FOR DUCTS BEFORE ORDERING ANY MATERIAL. I -1r1 - - _ _ I •``� - AlkI TYp ��/ S600 { • S600 ♦ 87 i ro` I 0 f"""�" ry , 18 BASED ON PLANS DATED: 0 TYP 25 PS"1I 1151".- I 5600 STRUCTURAL 1 16 13 I - 0 iii (t3..) m r 1 CONSTRUCTION SET I m6 6 05/09/2016 5600 5600 �,�.� _ 4 I 1 i 6 1IliLEGEND: CP' 6'-6"600 ! I 5601 5600 S601 Detail Reference O . . • ../140.--041. _ l"1 I a J# Joist Mark 1 30 CD u (el �f U 0 I S600 I BM# Beam Mark 16 S601 i IMAM �� 0 I ' • CA# Rim Board S600 i 0 1 S600 8600m : 1 g ' . i r Verify Cloud E, � r - - -. ® 5600 AIall m 5601 II !_`. m CL Construction Line 5600 S600 S600 n I MI.' REFARCH DRAWINGS BK# Blocking - - "38 €l _� FOR RELLIS FRAMING FBO Framing By Others ak - - - -BT �_ - - ._,_ ..._. ... a- - I ! 5601 l -_ B7 r 87 nu - • �� -II m BBO Beam By Others S600 S600 f�� ,p 0 1' L V �I 1I Mims --- 11111.10m -- 1 SBBO Steel Beam By Others 1, 0111 0 O O��T I `� 3 Ili �l•i. CALC# Calculation Callout 'am i 0 'PG r S600 Iffliimil GIRDER m S600 S' r7 TRUSS �! la - _ O.I� 0 �I,.r....�a.r... rr iii _ 0 �: - -- -- - - h1i1MMi1MM11► «. .�� «.. ..�.. MMliiilL - +. ` r„•„r,.,.,,___,{- - 11 .. 00 0 I ), "? ! ® io 44/1411 va RG F f S�,`P 5601 I at•��+11 C 61 _ 0 m m I �'�+!�•11tl Z I � •41 -.- 5601 = - BM1 II II Ir. NW MI4 k rIli 4XLo 711 lsL + ii.k.,--7, - ,12 2 u_a 1- w ® 1 `1 - _.i �I I TYP 4- t CHIMNEY �'�/ � 1 I 15600 Ll O IL--= . � ¢¢ II LL ilk 1 -I cD = Ll FRAMING J` m I S600 S600 , I! 6 REF ARCH 0 7 II i DRAWINGS `� I 1 S600 S600 • I !( 5600 c P 0 :1 I LL ! ; . i 13 1 `;+�:��` S600 I 1 I - 0 i mt E• l i ' •i 0 ! W 0 co --- ------ --__.�__ --1 . 111 5600 S602 '/ co I t itEs i VD Ai : ail 25 PSF -1,1,1 5600 I S600 , 42 �Ii 1 Q 0 TYP 1 `1 l 5602 2 AM m 00 0 25 P. 6'-6" 1 1- E-- o 87 ; 5605601 GIRDER/r -•V- V TRU'S i0/11��..r. - =- '1i�`GIRDER 1• TRUSS . Job#: 6050618 18 co �Typ II j Date: 08/24/2016 fi00 t�� F . Scale: 1/8" = 1'-0" 0 \ -\ - - - -- - - - - - - - - - - - _ - - - - T - - - - /� Drafter: ZAK Oh 4 ai -nip AT LOADING: © 5600 CORNER 1 29 I 5600 S600 COLUMNS I Live: - Dead: - S601 S601 <OO� Corridor: - �,�-`'S� �a" DEFLECTION CRITERIA: I Q„O,�vG� F`'y Q�e Live: L/480 I Total: L/360 COMMUNITY BUILDING MikERIAL LIST QQ c,; �yo�s�' Sheet PIotID Length Product I Plies Net � COMMUNITY BUILDING ROOF FRAMING PLAN G Q BM1 33' 0" 6 3/4" x 25 1/2" Glulam (1.8 24F-V4 DF/DF) 1 1 0 P1 19' 0" 5.5" x 10.5" Glulam (24F - V DF) 1 5 - - .... ... . OF 1 I I