The URL can be used to link to this page

Plans (7) BUP2019 -00035 ( 2/3 ) 1,�650 JV 97?* s 14- :#a*5^ 119 �ttns • IF ]Priv ATTENTION BUILDER - JOIST INSTALLATION INFORMATION Enclosed is IMPORTANT information on how to safe/ and properly 16UILTIT21 �a ,aad Y p P Y AIVI'IdNioa �aoa Toaaim inax4N install RedBuilt Joists. Personal injury or death may result fromQUV91JL do All:) Engineered Wood Products failure to read and follow this information. Closest On-Center Spacing Per RoWl City of Figard 10 PRODUCT HANDLING 50 FLANGE AND BEAM NAILING Nailingo Nail Nail 12'Thick t 8'Thick RedLamT"'LVL F81 ALLOWABLE HOLES RECEIVED sheathin T'� sae I-Joist I-Joist App OVed Plan. � '_1 �} Flan e1sl Flan el2M61 Narrow Face 13 Date I mo--{ V NOV 2 1 2014 THIS NOT THIS Bdx2 "3"x 2' z' 4" 3" 1 knockouts at approximately 17' y Nailing pattern to be per contract drawings 1/7,3j Y2� PP Y CITY OF TIG }. Top of Flange .131"x2Y2 T 4" 3" on-center available in most joist Grouped holes are permitted if BUILDING DIVI$Itt3 lCE COi and specifications. In addition, nail spacing IF .128"x3" 71 4" 3" Minimum distance series.Joists may be oriented with the group perimeter meets the Minimum distance lyi'hole may be shall comply with the criteria listed. 10d .149"x 3" T, 4" 4"Nl from Table A 12d knockouts at top or bottom. requirements for square or from Table B cut anywhere in round holes web outside of .128"x 34. 2" 4" 3" hatched zone .148"x31/" 3" 4" 4"Iq A i- \ Y„ .135'x 3 2" 3" 4" 4" =6" Closest y4• - O Joist4 ° ° O ° ° ° lbd .148"x3 3" 4" 4"I4I Depth spacing .167'x 3Y" 4" 6" 8"lsl - P 6" (1) If more than one row of nails is used,offset rows at least 2'and stagger. 6,. 2 x Maintain 3/g'minimum edge distance. L minimum D L2 2 x Lz Dz 6" 6" Do not cut holes / (2)Sheathing must be nailed to the full length of the top (or compression) flange (applies to all minimum larger than 1/2"holes except For rectangular holes,L1 J (applies To all holes in cantilever Joist attachment:For 1%"thick flanges,attach with a on The I-joist with the maximum nail spacing as follows: knockouts) is the longest horizontal except knockouts DO NOT lift joists inIMPORTANT 18"OC for 1-joists with flange widths less than 2". P ) DO NOT cut, drill,or notch flanges Lift joists from underside only. DO NOT lift joists b J minimum tbearing. Use 10dxYx nail each side)/2"t ed-ITM oure ent J Y J Y Nailing closer than specified 2a"OC for I-joists with flange widths greater than 7'. DO NOT dumpor from truck. to flange the flat orientation joisTatbearing. UselOdx3"boxnailswthly2'rni�k g P measurement p p 9 3 may cause the flange to split (3)penetration staples may be a direct substitute for 8dx2Y2'nails if o minimum flanges, 12dx3yy'box nails with 1/4"Thick flanges and Y 9 P penetration of t"into the flange is maintained. 1 16dx3Yz'box nails with 2'/2'thick flanges.Maintain 11/2' (4) Minimum spacing must be 5"for 4 rows of nails. OFFICIO �CPY minimum end distance to minimize splitting. (5)Spacing may be reduced to 5"where nail penetration does not exceed 13/8'. Table A - End Support Table B - Intermediate or Cantilever Support (6) For diaphragm nailing criteria see section 4.2.7 AWC SDPWS-2008. r2_1 PRODUCT STORAGE Maximum diaphragm nail penetration for Red-145LTM and Red-15e joists is 1 Minimum distance from edge of Minimum distance from edge of hole to inside hole to inside face of nearest end face of nearest intermediate or cantilever 8 THIS NOT THIS F6-] INSTALLATION BRACING supec rt Round Hole Size suppor Round Hole Size 7' 1 4" 1 6" 9- 1 19' 1 12" I 14" 1 16" 1 18" 1 20" 7' I N' 1 6" 1 8" 10" 12" 14" 1 16" 18" 20" Joist Joist Square or Rectangular Hole Sae Joist Joist Square or Rectangular Hole Size WARNING Depth Series 1.25" 2.5" 4" 5" 6" 1 T' 8.5" 9.5' 1 10.5" 13" Depth Series 1.25" 2.5' 4" 1 5" 1 6" T' 8.5' 1 9.5" 10.5' t3" Without correctly installed bracing, joists can 145E/145 1'-0" 2=60 4'-0' - - - - - - - V-9- - - - - - - - buckle sideways or roll over, causing death, , - 145E/las 2=6 s-0- serious personal injury, or property damage. 9Y2' 156/165 1'-6" 3-0 5-0 9Y2' 1 158/165 1'-6" 4-0" 6=6- �00 190 2'-0" 3'-6" 5' - - - - 190 3'-0" 5_6' 8'-0- NOTICE 145L/145 1'-0" 2'-0" 3'-6- 51-0• - 145L/145 V-Y' 2=0- Fill 81-8• - CAUTION Store and handle Installation bracing and procedures, as well as the 11%8' 158/165 1'4" 3'-a' 4=6- 6=6- - 11�8 158/165 1'4a' 3'-a' 5=60 81-e- - Wrap is slippery joists in vertical safety of workers, are the responsibility of the 190/190H 1'-6" T-6" 5'-6" 7'-0- - 190/190H 2'-0 '-0 " a'-6" T-6" 10 - - - when wet or icy. orientation. Leave DO NOT walk on the joists until installer. The installer should make sure that this DO NOT stack building 190Hs 2'-a' 4'-0" 6'-6" - 19ofts 3'-6" 6'-0 9'-0 joists banded all joist bearings and bracing materials on unsheathed 145L/145 V-9- 2'-0" 3'-0" 4-0- 6-0- DO NOT store joists have been permanently attached. installation information is understood by all persons 145E/las t'a' 1'-0 3'-0" 5100 =6- EM • Protect products from sun and together until ready P Y joists. Stack only over water. in the flat Injury may result. involved in the joist installation. beams or walls. 14. 158/165 t'a' 2'-6" a'a' s•-6. 8•-0- 14 Iss/16s t'-0 1'-6" a' a' r-0. 10=8- 10 install. 190/190H V-a' 3'-0" 5'-0" 6'-6" 9=00 190/190H 1'-0" 3'-6" 6'-0" 9'-0" 12'-6- • Use support blocks at 10' on-center orientation a' (minimum) stripofshearhing (temporaryor - - - - - - - pp IMPORTANT permanent) if there is no braced end wall.If 190HS 2'-0" 4'-0" 6'-0" 8'-0" - 190HS 4'-0" 6'-6" 9'-0" 11'-6" - to keep products out of mud and Strut lines must extend to braced end wall, beam or sheathing. permanent,fasten per plans and water. specifications. If temporary,use 8dx2 1/2" 145/165 1'-0" 1'-6" S-Y' 4'-0" 5'-0' 8=0"' 145/165 1'-0" V-9- 2'-0" 4-0- 8-6. 10'-0- - StruTlines(1x4 minimum) x2/2") 158 I V' 1'-6" S-9' 4'-6" 61-6- 91-6' WARNING (0.113°0 nails at 17'oc. Isa r-0 r-0" 2'-0" :e. 10 Workers should stayclear when cutting the banding to avoid 6'on-center for joists with 13/q' WARNING 16" 16" g g wide flanges FII all nail holes with 190/ 190H 1'-0" 7-9- 4'-0" 6'-0" 8'-6" 101-60 - possible injury from flying banding or toppling joists. • 8'on-center for joists with 2.3° the proper nails • All blocking, hangers, rim boards, 190/190H l'-a' V-6" 4'-6" 8'-0" 11'-0" 1a-6 and rim joists at the end supports of 190Hs 2'-0" a'-U' 6'-0" &-a' 101-0 190HS 3'-0" 6'-0" 8'-6" 11'-6" 14'-0" - &2/2'wide flanges Stack building J PP 145/165 1'-0" 1'-0" 2'-6" S-6" 4'-6" 8=0- 9'-0- 145/165 V-0" 1'-0" 1'-0" 2'-6" 5'-0' 810. 12=0" • 10'on-center with materials the 1 joists must be completely - - - 3'/2'wide flanges over walls or 18" 190/190H V-9' 1'-(Y' 7-6" 5'-0" T-T 9'-6" 121-6' 18" 190/190H 1'-0" V-9' 7-6" 5'-6" 9'-0" 12'-6" 17-0- beams only installed and properly nailed. Strut lines are required at all y GENERAL INFORMATION bearing locations where • I joist flanges must remain straight 190HS 2'-0" 4'-0" 6-9' 8'-0" 10'-0"' 12'-0" 190HS 2'-6" 5'-6" 8'-0" 11 0 13' 6" 16'-6" F3_1 Abbreviation Tenn joists are not otherwise 1 •• • - • _ - - AFP Approved for Production within /p from true alignment. 45/ 165 1'-0 1'-0 2'-0 3'-0" 4'•0" 5'-0 7-0 10 B 145/165 1' 0 1'-0" 1' 0 1'-0 3'-6" 8'-0' 9'-0' 13'-8' braced. AOR Architect of Record Cantilever bracing may be • Sheathing must be completely 20" 190/190H 1'-0" V-9- 2'-0" 4'-0" 6'-T 8'-0" 1 P-0" 14=0- - - 20" 190/190H IV' IV' 1'-0" S-6" 7-0" 10'-6" 14'4" 19=6- CL Centerline required.See Ian. "common" DBL Double q P - attached to each I joist before 190HS 2'-0" 4'-0" 6'-0" 8'-0" 9'-6' 11'-6" 14'-0" • All nails specified in framing package to be common Halls unless noted , • - - - 19orts 2'-0" s'-0" 7'-6' 10'-6' 13'-6" 16'-0" 19'-6' - _ _ DL Dead Load Ends of cantilevers must be additional loads can be placed on 165 1'-0" 1'-0" 1'-6" 2'-6' 3'-6" 4'-6" 5'-6" T-6" 1116• O 165 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 7'-0" 10'415'-0'otherwise. EOR Engineer of Record laterally stabilized with the system. FBO Framing by Others blocking,bracing or rim joist Y 27' 190/190H 1'-0" I V' V-9- 3'-0" 5'0" 7'-0" T-9- 12'-6" 16'-0- 27' 190/190H 1'-0" 1'-0" 1'-6" 4'-0" 6'-6" 9'-6" 12'-0" 16'-0" - - „ FOC Face of Concrete I-jo'is%locking panel (or equal) req ' at T o 8d (0.113"0x2,/2') v Without bracing, buckling sideways • All joists not marked "Precision End Trim" (PET) on the material list may be sent up FOS Face of Stud each side of I-joist for lateral stability and to nails minimum per joist 190HS 2'-0" 4'-0" 6'-0" 8'-0" 9'-6" 11'-6" 13'-6" 16'-0" 190HS 1'-0" S- 6'-0 9'-0 12'-6" 15'-6" 18'-6" 22'-0 GC General Contractor transfer wall load above (as occurs) to bearing or rollover is highly probable under - to 2'-0" longer than the length indicated on the material list. wall below.see plan/derails for 165 1'-0 1'-6" 2'-6" 3'-6" �5`4' ' 0 5'-U' 6'-0 7'-6" 418'-9' 165 1'-0 1'-0" 1'-6" 3'-0 4'-6" 6'-0 7'-6" 10'-0 13=6- LL Live Load light construction loads like a worker 2a"to applications. 24"to LSL Laminated Strand lumberor stacked sheathing. 26" 190/ 190H 1'-0" 1'-0" 2'-0" S-G' 6'-6" 8'-6" 10'-6" '-6' 190/190H 1'-6" 7'-6" 9'-0 111-0" 14'-0" 18=6- - • Do not scale drawings: written dimensions take precedence. LVL Laminated Veneer Lumber Blocking attachment:Minimum lOdx3"nails at g• 26" OFA Out for Approval 17'OC each side of 1-joist blocking panel.When 190HS 2'-0" 4'-0" 6'-0" 7'-6" 9'-6" 11'-6" 13'-6" 15'-0" - 190HS V-6" 4'-0" 6'-6" T-9- 11'-6" 14'-0" 17-9' 29-9' 23-0 OW Open-Web Trusses by RedBuiltT used for shear transfer,nail to bearing plate with I65 1' (Y' 2'-0 2'-6" 3'-6" 4'0• 5'(Y' 6' (Y' 7'-0 8'-0 10'-6" 165 1'-0" 1'-0 1'-6" 3' 0 4'-6" 6'-0 T-6" 9'-0 11' 0 13=B- TM connections equivalent to sheathing nail 28 to • Manufacturers res OnSlblll+ Is Onl for the deist n of the RedBuilt roducts and PLT Plate 190/ 190H 1'-0" 1'-6" 2'-6" 4'-0" 5'-6' 6'-6" 8'-0" 9'-6" 11'-6" 14'-6 190/190H 1'-6" 3'-0" 4'-6" 6'-0" T-6" 9'-0" 11'-0" 12'-6" 15'-6" 18'-6" p r y g p PSL Parallel Stranded Lumber schedule. 28 to „ not for any supporting structure or loads other than indicated herein. All materials RB RedBuilrTM 32" 3T' 190HS 2'-0" 3'-6' 5'-0" T-T 8'-6' 10'-0" 12'-0' 13'-6" 16' 0 18 6" 190HS 1'-0 2'-6" 4'-6" 7'-0 9'-6" 12' 0 14'-6" 17'-0" 19'-6" 21'-6" shall be supplied by others, unless specifically noted as "by RB" or"by RedBuIItTM F7 STANDARD INSTALLATION DETAILS General Notes How to use Tables A and B F4_1 ereln.WEB STIFFENER REQUIREMENTS . Tables are based on maximum allowable two loads.Bold n co cells indicate Web stiffener requirements vary Slotted truss clip b 1. Determine The hole shape and sae. For rectangular holes, use the largest P Y 2000 Ib.concentrated load spread over two joist has not been considered,use dimension of the rectangle.Sizes iv based on Dist series and depth; the others each side of Slotted truss clip by TM TM 9 given in the table are hole sizes,not duct 1 P Y others each side of I- RedspeCTM software or contact your RedBuilt technical representative if sizes. I-joist. Do not nail clip to Spacing of clips and blocks per EOR joist• concentrated load check is required. 2. Determine The Red-[TM joist series and depth. are always required at bearing on j p q - , wall. • For other hole sizes,hole locations,or loads,use PedSpecTM software or contact 3. Determine the type of support on each side of the hole.If the Red-ITM Web Stiffener Size and Material Load Transfer at joists 20 /n depth or greater. Distance"X your RedBuiltT""technical representative joist is Non-load bearing Non-load bearing continuous over a support,use both tables.Use Table A if the joist terminates Concentrated • See plan/details for requirements Under Roof Under Floor partition wall Holes may be located vertically anywhere in theweb. LeaveY8""of web at both supports. Flange partition wall /g PP Web Stiffener Sae Web Stiffener Material Loads specific to the joists being used on (minimum)at top and bottom of hole.DO NOT cd joist flanges. 4. Find the table cell at the intersection of the Red-PM joist and the hole. Width 1 9 Span "X" Span "X" • Knockouts are located in web at approximarelyl2"on-center;they do not 5. The measurement shown is the minimum distance from the edge of the hole 3 5/815(25/1 this project. 0'-20' 1 4" Y-20' 3/4' affect hole placement. to The inside face of the support. /4 6 Sheathing (with face grain vertical) a blocking by T• 6. Maintain the minimum required distance from both supports. that meets the requirements of PSI or If web stiffeners are required at 20'-40' 2'/' 20'40' 1'/q Do not art holes In cantilever without consulting yar RedBuilt representative. q pports. 2 3 8 q others.Attach to 1 .• „ „ 7. It is permissible To interpolate between hole saes shown in the tables. 2/2 / x25/6 Pse hanger locations, they must be joists vein 1-lodx3° 40'-60' a" ao'-6o' T . Construction rade or better each side of block Distance'X. Re4BuiltTm Red-1® Product Sections Refer to Ian for series and depth 3 2x4 9 e solid 2x bl c ng under post attached before placing joist in Recommended Attachment for P P /2 Red-190HSTM Joists require LVL LSL to transfer load around joist.Cut Distance"X"(gap (similar with 1-joist (gap between Non-load Bearing Partitions 'ao 3 " 3 '1 _� " /1," t , hanger. between wall&joist) blocking) wall&joist) \� 1 �a �� ) �4 �� 2,3 �� 2 �� 3/2 v� V2' blocksyb'longerthanjoist � ,�� -- ,)- \ �L depth. NailingQuantities for Web Stiffener Attachment Load wall or other concentrated I-joist r Ian A Framing nails-nails 3 „ 9 per 3 �� 3 „ 7 �� load above(exceeding 1,500 lbs).See per EOR specifications �8 �8 �8 /l6 Red-145LTM & Red-158T'" & Red-190TH & Web Stiffeners at Suspended Red-190HSTM Joists plan/details for specific requirements. YB'gop min P Red-145TH Joists Red-165TH Joists Red-190HTM Joists 2x filler b others 17' framing or Mracehs Concentrated v Web stiffener both sides-must braces as [7A- I-Joist8dx2Y2'Nails 8dx2Y2'Nails 16dx3Ys'Nails t6dx3Yz'Nails Loads Within the be ti nr a ainsT To flan e. long by supportRed-145LTm Red-145TH Red-158TH Red-165TM Red-190TM Red-190HTM Red 190HST" Depth g g P g member depth min.) shown in the End or End or End or Joist Span Attach to joist per chart. '/8'gap min construction End Intermediate Nail through web into documents ( ❑r ❑■ For allowable holes andasteners Intermediate Intermedial Clinch filler by others 50# A ■ 9Y2' 3 N/A N/A N/A N/A 2x or 4x support nails for each 8dx21/'nail) Filler oiling Chart 2x filler by others(each ll�g' 3 3 3 3 4 by others attached eto Framing Nails information lease scarthe QR code or use 7ith Specified Req'd Filler Nails side),refer to'Yller nails' p g (each side) section of nailing chart for the link below to accessDa a number 3 of filler.Locate support load g 14" 3 5 3 3 6 2-1Od (3") 2 required nailing GaPYB'minimum member vertically as 4-10d (3") 3 sprinkler system installatin guide 16" 3 6 4 4 6 required. ff 6-1 Od (3") 5 y others 23/q'maximum Note:Use this detail for loads exceeding 250 lbs. Filler b you have questions or concerns. 18" 3 7 4 4 8 gap min per t-joist.A250 lb.load can be supported on 2-16d(32') 2 http://www.redbuilt.com/documents/RedBuilt_Sprider_Guide.pdf Call your RedBuiltTm Representative 20" 3 8 5 5 10 each side of the joist's bottom flange at 5-9'on 4-16d (3 ") 3 ~ 27' N/A 9 6 11 10 1y"maximum center,provided the load is included in normal Nails per"filler ■ ". {� ■ 2 6-16d (3'/° 5. }/8'gapmin� nails" ❑ ❑ For product warrantyinfrmation please directly, or for general customer service design loads. .. 24" N/A 10 6 13 12 � Gap of chart IF 26" N/A 11 7 14 14 Web stiffeners Space y"minimum Support Detail for Loads 12d common (0.148'0,3Yq' Section A-A scan the QR code or us the link below to Call must be tight nails access the form 29" N/A 12 8 15 14 equally 23/q'maximum Supported from 1-joist Suspended Framing from I-joists (866) 859-6757 against bottom -Snug fit �� 30" N/A 13 8 17 16 flange 37' N/A N/A 1 9 1 18 1 18 11/2'maximum Red-ITM, Red-145TH, Red-145LTM, Red-158TM, Red-165 TM, Red-190TH, Red-190HTM, Red-190HSTM,Red-LTM,Red-WTM, Red-STM, Red-MTM,Red-HTM,Redl_amT ,RedSpecTM and http://www.redbuilt.com/documents/RedBuilt%20Vrranty%2OCertificate.pdf Web Stiffeners at BearingPoints Tm Sheet 1 of 1 1 RedBuilt are trademarks of RedBuilt LLC Rev 02/19 14 ATTENTION BUILDER OPEN - WEB TRUSS INSTALLATION INFORMATION Enclosed is IMPORTANT information on how to safely and 4NQvl�' TM M properly Install open-web trusses. Personal Injury or death Engineered Wood Products may result from failure to read and follow this information. 10 PRODUCT HANDLING F5-] INSTALLATION BRACING ® NAILING OF SHEATHING TO TOP CHORD MEMBERS THIS NOT THIS WARNING Minimum Nail Spacing Without correct) installed bracing, Nail T Red-L'� Red-M1Y RedLam'"LVL y g Maximum Nail Spacing Type Nail Size ed Wn Red-S1Y Red-H' Narrow Face trusses can bow and roll over, Widest spacing for nails 8dill .113"x22Y2'.131" 4" 4" 2" 3" in each chord member 1°l x 6" 6" 2" 3" -- __ causing death, serious personal is 24'oc �' injury, or property damage. sheathing WARNING 10a12e i . .148"x 3' 6" 6' 2Y2, 4,121 xe /, Nailing closer than \. ///// . . .128"x3yy" 6,. 6,. T 31 - - NOTICE , o specified may cause 12d 748"x31/4' 6" 6" 2Y2' 4'121 Installation bracing and procedures, / the chord to split .135"x31/2' 6" 6" 2Y2' a" as well as the safety of workers, are Chord 16d 148"x3Y4' 6" 6" 4(2)zy2' WARNING CAUTION the responsibility of the installer. The members .162"x31/2' 8.' 8" 47 8-0 installer should make sure that this Nailing pattern per plans and specifications. 1 14 gauge staples may be a direct substitute for Sdx2 1/2" Workers should stay clear when cutting the banding to DO NOT hit webs with forklift forks. Ben DO NOT walk on the trusses until DO NOT stack building materials on nail spacing should never exceed 24" ( ) g g p y (2'/2) "ails installation information is understood if a minimum penetration of 1"into the the flange is maintained. avoid possible injury from flying banding or toppling trusses or dented webs must be replaced. trusses before all truss bearings and on-center in either chord member,do not use p � �' y g g pp g p all truss bearings bracing g (2) Minimum spacing must be 5"for 4 rows of nails. g g by all persons involved in the truss nailsmaller than 8dx2 smaller olthan 16 r larger an dx31's'. bracing have been permanently (3)Spacing may be reduced To 5"where nail penetration does not • Trusses will be delivered to the jobsite in bundles of twenty or fewer, banded together for handling and shipment. To have been permanently Installation. exceed 13/g'. avoid damage they should be left in these bundles until they are ready to be installed in the structure. attached. Injury may result. attached. See section 7 If more than one row of nails is used,offset rows at least)/2"and • Miscellaneous hardware such as bearing angles, lag screws, bolts and nails as required for each specific job will be stagger. Maintain 3/g'minimum edge distance. shipped in bags or boxes with the trusses. Brace EACH truss as it is placed • Bridging material and pre-cut blocking items, if supplied by RedBuiltTM will be bundled and banded. 5A Starting Bracing: Laterally braced end wall or beam 5B Starting Bracing - No laterally braced end wall or beam STANDARD INSTALLATION DETAILS F21 PRODUCT STORAGE 2x4 starter strut by contractor, Strut Bracin Row S acin Laterally braced end with framing anchors supplied Sheath and nail per project architect, Red"" 10'OC THIS NOT THIS wall,beam or ledger by redbuilt .see section 5D. engineer, or local building code. See Red-L'�Red-MTM Red-H" 12'OC 9A section 8 for allowable nailing. Red-W'' 14'OC Slotted truss clip by others to Spacing of clips and blocks per EOR Note: Double chord bottom of truss, each side of truss similar - Installation bracing wall. Do not nail clip to wall. Distance"X" required,strut bracing 2-1 OdxX nails supplied by redbuiltTM.see Note: Double chor Under Roof Under Floor each end plan and section 5b for `�. truss similar Span "X" Span "X t " number of rows required. i o see section 6 for truss Non-load bearing 0'-20' 1/" 0'-20' /" Fit blocks to allow o alignment. partition wall 20'-40' 2/" 20'-40' 1/" for movement 40'-60' 4" 40'-60' 2" 2x4 blocks for multiple blocks) nailed to brace Distance"X" - Red-S truss shown (typical). Distance"X" (gap Recommended Attachment for a between Beam,wall,or ledger details for other open-web Installation bracing required,strut bracing supplied between wall &truss) Non-load bearing (gap o support (typical) trusses similar. by redbuiltTM.see plan and table above for number Non-load Bearing Partition partition wall wall & brace) of rows required.see section 6 for truss alignment. • Always set truss bundles on stickers placed at the truss pin 9B 9C Support member Note: Double chord locations. Never store trusses flat or set trusses directly on the \ 5C Intermediate Bracing - Middle of bay 5D Typical strut brace conditions by others truss similar ground or in contact with standing water. Y i • Cover truss bundles with paper wrap or canvas tarps to protect 2x4 starter strut by contractor,with Nailer per plan. Attach them from the weather. Do not use plastic covers as they will 2x4 with two 10dxX 1Odx1Y2'nails supplied cause moisture to accumulate on the trusses. Prolonged exposure Damaged trusses must be repaired or framing anchors nails at each truss, b redbuiltTM to truss bottom chord ly replaced supplied by redbuilt*"' by contractor with 2-1 OdxY nails min. to the elements harms the appearance and strength of the trusses. Typ atHoor Typ of roof (2) 2x on edge by others Typ of Load (spanning a min. of 2 panel Maximum load and location ) Splice nailer together with 3-1 Odx3' F3_1 GENERAL INFORMATION end waft points). one bolt above Abbreviation Term shall be in accordance with each bottom chord pin to nails each side through 2x4x24" AFP Approved for Production AOR Architect of Record Sheath and nail per project approved truss calculations) hold 2x's in place. block (12"on either side of splice) CL Centerline architect, engineer,or local building code.See section 8 Floor strut bracing Support Detail for Loads • All nails specified in framing package to be "common" nails unless DBL Double 9- Typ Supported p g p g DL Dead Load for allowable nailing. attach to underside Roof strut bracing-atta h from Bottom Chord noted otherwise. Use proper size nails to fill all nail holes in bearin Installation bracing required,Stmt n 5B for Supplied to to of truss to Bottom Chord Nailer p p g EOR Engineer of Record by redbuilt*'".see plan and section 56 for number of truss top chord p p chord clips, bridging clips, bracing, etc. FBO Framing by Others of rows required.see section 6 for truss alignment. FOC Face of Concrete FOS Face of Stud 9D 9E • Do not scale drawings: written dimensions take precedence. GC General Contractor Note: Double / 30 LL Live Load chord truss LSL Laminated Strand Lumber (Red-S'") similar 1 Field bend bridging • Manufacturer's responsibility Is onlyfor the design of the RedBuiltTM LVL Laminated Veneer Lumber INSTALLATION TOLERANCES PERMITTED p r g OFA Out for Approval clip before nailing products and not for any supporting structure or loads other than Ow Open-Web Trusses by RedBuiItTN to bridging row indicated herein. All materials shall be supplied by others, unless PLT Plate Overhang Tolerance at Bearing PSL Parallel Stranded Lumber g g (Red-ST" bearing shown) Strongback bridging specifically noted as "b RB" or "b RedBuiltT""' herein. TM Truss Chord Alignment Tolerance Vertical Alignment Tolerance p y y y RB RedBuilt Strongback nails is by R' Y2'maximum g nails by RB per plan with _ _ �� - bridging per plan approximate 12"lap With approximate 12"la F4-] "maximum overhang fo p 5-16dx3Y2"nails, MATERIAL IDENTIFICATION E N T I F I ATI N - - - - - - - - - - •Y2 g �� Clip installed clinched, by red-M seals trusses with z-cliware • by RB 5-1 Odx1Y2'nails by RB 3 + To provide proper performance, or pedestal bearing hardware /a maximum overhang for all others A. -- — A. Strut Bracing is tubular steel with flattened ends supplied with all open-web trusses should not vary more Bottom chord of truss should not truss bearing hardware 5-16dx3Y2"nails, clinched, by others trusses (Simpson HRS 12 supplied for 12" OC systems). Strut bracing to be than Y2"from a straight line be out of square with deck by f Red-M & Red-HStrongback Bridging Red-1-7, Red-VCand Red-S� Strongback Bridging installed as each truss is set. See sections 5A - 5D. more .Yj'han fo'per lz'of in 51 J/ No tab for single-chord trusses depth (e.g.Y2'for 2a"deep truss) B. ` B. Plywood Edge Blocking is provided by RedBuiltTM on some projects and used for nailing sheathing edges. Edge blocking does not take the place of strut F7-] STACKING MATERIAL bracing and will not prevent trusses from bowing. Install edge blocking after strut bracing (installation bracing) is in place and immediately prior to laying THIS NOT THIS FIELD MODIFICATION a DO NOT cut, drill or damage the chords or webs. sheathing. a DO NOT remove steel even tem C. OF TRUSSES pins or webs � temporarily). C. 2x4 Starter Struts supplied by contractor with framing anchors each end a DO NOT make field modifications to trusses without (shipped loose) supplied by RedBuiItTM. Flatten speed prong and fold portion NOT PERMITTED written approval of RedBuiltT"" _ of vertical tab around end of 2x4. Attach with 6-8dx2/2'x1%2' nails each end. D See sections 5A and 5D. ❑■ r For allowable holes and fasteners D. Cross Bracing is provided for most bottom-bearing locations. Cross bracing to CAUTION Information please scan the QR code or use be installed as each truss is set. Contractor to bend ends prior to installation. Maximum of 3 Sheets the link below to access page number 3 of RedBuiltT^" Open-Web Truss Product Sections - Refer to plan for series and depth feet ofof th sheathing 10 sprinkler system installation guide If you have questions or concerns: feet of truss length. ■ ®0 WARNING http://www.redbuilt.com/documents/RedBuilt_Sprinkler_Guide.pdf Call your RedBuiltTm Representative DO NOT allow workers or materials on the trusses until all truss bearings Single Single Double Double Double ■ •'� ■ For product warranty information please directly, or for general customer service and bracing have been permanently attached. See section 5. scan the QR code or use the link below to 1%2'x3%2' 1%2'x43/4' 1%2'x25/6' 1%2k3%2' 1%2'x5%2' call access the form (866) 859-6757 Chord Chord Chord Chord Chord ®® �� H Red-ITM, Red-145TM, Red-145LTM, Red-158TM, Red-165TM, Red-190TM, Red-190HTM, Red-190HSTM,Red-LTM, Red-WT'", Red-STM, Red-MTM, Red-HTM,Redl.amT , RedSpecTM and RedBuiltT" 0 � Sheet 2 of 1 1 Red-!_� Red-W' Red-S� Red-M' Red-H� are trademarks of RedBuilt LLC Rev 02/19 htt 0 p://www.redbuilt.com/documents/RedBuilt%20Warranty%20Certificate.pdf GENERAL NOTES & LEGEND E Cl) 0 caU RED END OF �- DESIGN CONSIDERATIONS TRUSS CHORD TOWARD GRID 5 5 �, ft4 6 7 / 8 10 1 l � Q 18'-0" - 10'-6" 37'-9" 47'-0" 61'-3' 12'-0" BUILDING CODE: 2014 OSSC/2012 IBC L 4 59 TYP. 3 FLOOR DESIGN a - iN 33'-lY2' 10'-OY2' 33'-1Y2' 26'-7Y2' 56.03 26'-7Y2' 26'-7Y2' 26'-7/y' -p I. FLOOR LIVE LOAD: 40 PSF O FOS FOS No A I CORRIDOR LOAD: 80 PSF LO - - -- - L TRUSS IOD 23 i_ 23 AIOD Bl D B11 D B11 D 612D %/ 0 STORAGE LOAD: 125 PSF ` Lo U DEAD LOAD:` 30 PSF S a + 1 I+ 1 + + + + 1 + I I* I I I I I I I 34 I 1 1 I I 0 *TOP CHORD: 23 PSF I I 1 I I I I } I + I I 1 I I I I I I I I } I + I I } I + I + I + I I I < + + + + * + + 11 TYP. + + + 1 + + 1 BOTTOM CHORD: 7 PSF 1 I 1 1 I I j 1 N N 1 1 1 1 + + I 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 c� O + + + DEFLECTION CRITERIA: r LIVE LOAD DEFLECTION: L/600 N— + + + + + + SIM. J TOTAL LOAD DEFLECTION: L/360 C o O .8 O (� '<— 22 + + + + 22 s 3A Q 200# DL CONSIDERED ANYWHERE ON TOP OR BOTTOM CHORD (APPLIED AS 2P/L) 00 2 + • + 2 0 3 9 ~ w o >_ i 9 q 9 " o 9 a + +�' + Q m m m Co DRAWING NOTES & LEGEND TYP. (; oe 1 I + + i 1 f f '� I i i i f f 1 f 11 11 FOR TYPICAL NOTES,STANDARD DETAILS,AND ABBREVIATIONS,SEE } + + + + + I f I f I I 1 1 I f f 1 f f f 11 INSTALLATION COVERSHEET(S). CD I I I I I I I I I I I I t I I I I +I I + 1 + + + + I +I 1 + I I } I + I I !+ I + I I + I + I I + I + I + + I + i + + i + i + I i + i + + ALL DIMENSIONS ARE FROM FACE-OF-STUD, FACE-OF-CONCRETE OR v I 11 I I =F =-- + + --_ __� I I I 'I 1 I 1 1 I 1 1 =IF1 1 CENTER-OF COLUMN/BEAM UNLESS OTHERWISE NOTED `o + + - _ FOS a 2'GLB 2'GLB - 2'GLB - --- — --- 2'GLB 8 m HDR. HDR. s HDR. HDR71171 T v (##) - PRODUCT CALLOUT AND QUANTITY ON PLAN. u 3a 9 «� I [-1 1 I I I I 1, I I`I I START LAYOUT CEJ 16"OC "XX"-STRUCTURAL MEMBER TYPE CALLOUT g - 3A �— "##" QUANTITY OF STRUCTURAL MEMBERS IN BAY RED END OF 6A 9 ------ TRUSS CHORD ILL 9 ++ M BOARD/FASCIA MATERIAL WILL BE SUPPLIED Q . RI TOWARD GRID B -- ---- ..,. m "STANDARD" 16'-O"LENGTHS AND AS EITHER LSL OR LVL --- ---- --- -- ---r-� C1 1(32) - --- r C10(B1) _ O STAIRS ~----- P I-JOIST NOTES & LEGEND N I + -� ++ ALL I-JOISTS WILL BE SENT LONG TO BE FIELD TRIMMED UNLESS MARKED "PET'ON MATERIAL LIST. lN - '�- _-- 11/18/2019 ski r j I I 1 I I I lc I I 9 U ! I I I I I I I OX -► CONTINUOUS HANGER TYPE.SEE HANGER INFO. 0,6�,GN 3/°GLB 3 " IN + _�. �HDRB _ 2HDRg FOS C 10 OPEN-WEB NOTES & LEGEND 9 ii+ + 0 + + + ^ + i } i s + i i + i + i i + i + i i + i + 1 I+ + 0 1 + I + I + I 1 + 1 + 1 I + I + 1 1 + 1 + I NO MORE THAN 30 TRUSSES PER BAY ARE TO BE INSTALLED BEFORE TOP 1 1 _ + 1 I 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 I 1 1 1 11 CHORD SHEATHING IS REQUIRED. 4R0Ef0""*' v2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS INSTALLATION.DWH = 1382# EACH � s s y Q 4 SEE INSTALLATION COVERSHEET,SECTION SD. EXPIRES: 12/31/20 Q q Iq Q m m 3 m m SIM. U q ++ — ++ — ++ 9 m —�= m 9 39A O °�' CONTINUOUS ROW OF METAL STRUT BRACING BY RB, REQUIRED FOR LATERAL TYP. SUPPORT DURING TRUSS INSTALLATION. SEE INSTALLATION COVERSHEET,SECTION t f i t t f f t f 5D. ______ ______ } 11 f 1 f 1 I l i I f 1 11 r I i i r 1 r 1 f -CONTINUOUS ROW OF 2x6 BRIDGING BY RB,SEE INSTALLATION COVERSHEET, 11 1 1 I I 1 1 1 1 1 1 + 23'-1�/a'F i ( i t23'-43/s' + 1 i + i + i i + i + i 34 I + I + I + + 1 SECTION 9. + + I + + 1 w RECTANGULAR SECTIONS 1 1 I I 1 ' I 11 p 1 1 1 I 1 1 < 1 4b 4 4d 4 4d Bl D Bl D DIIIID Bl D LOCATION OF BEAM OR COLUMN BY RB SEE MATERIAL LIST FOR MORE R� L A I �_ 6 FOS ' (} INFORMATION. RA2 TYP. 26'-7Y2' 26'-7Y2' 26'-7Y2' 26'-71/q' U 31 29 F O 50 54.10 RB2 TYP. ALL REDLAM LVL MATERIAL AND ASSOCIATED HARDWARE PROVIDED O 54.11 54.11 13 59 BY REDBUILT IS AS SPECIFIED ON THE CONTRACT DRAWINGS. 5b 5 54.10 Sd RB1 -2PLY(�?CT 56.03 TYP. SPECIFICATIONS AND SIZE HAVE NOT BEEN VERIFIED BY REDBUILT TYP. ENGINEERING UNLESS OTHERWISE NOTED. RB2-2PLY Q CTR. RAi TYP. 5 0 TYP. 4b RBI TYP. TYP. J PROJECT ASSUMPTIONS O -ALL MISCELLANEOUS ITEMS (SPRINKLER LINES,SOFFITS, DUCTWORK,ELECTRICAL CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE UNIFORM DESIGN O DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. U 2ND FLOOR FRAMING SECTION A -ALL OPENINGS (HATCHES, DUCTWORK,SKYLIGHTS, ETC.) ARE ASSUMED TO FIT cn BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS SPECIFICALLY LL N LOCATION PLAN SHOWN OTHERWISE ON THESE SHOP DRAWINGS. Q O SCALE 3/32'=1�-O" 0 H �/ SOG 0 Z O U o O o Open-Web Trusses o Hangers F- UJI Q U a 0 Quantic Type Description Clear Span Nailing Web Stiffeners CY 3 CV Y YP p P i Quantity Type Model Modifications � � J � I � 48 A10 36" PARALLEL Red-L 33'-1 Y2' Top Face Member Required 4 AiOD 36" PARALLEL Red-L 33'-1 Y2' Jy 6 3 ITS1.81/14 4-N10 2-N10 0 MATCH- 1— 6 3a ITS1.81/14 4-N10 HDG 2-N10 HDG N p° LINE SHEET 4/11 96 Bl 1 30" PARALLEL Red-L 26'-7 Y2' 4 4 HUC48 8-1 Od 4-1Od _ _ 0 12 Bl 1 D 30" PARALLEL Red-L 26'-7 Y2" 4 4a HUC48 - 8-1Od 4-1Od SLD27 A PRODUCT TYPE CHART 16 B12 30" PARALLEL Red-L 26'-73/a' 2 4b HUC48 8-1Od HDG 4-1Od SLD27 2 B12D 30" PARALLEL Red-L 26'-7 ,4' 12 5 HUC68 8-lOd 4-lOd a SEE MATERIAL LIST FOR MORE INFORMATION cn CALLOUT MEMBER 16 B13 30" PARALLEL Red-L 26'-7Y4" 12 5a HUC68 - 8-1Od 4-1Od SLD27 Z < -- - 6 5b HUC68 - 8-1Od HDG 4-1Od SLD27 O A 36"RED-L TRUSS 2 B13D 30" PARALLEL Red-L 26'-7 Y4" o - -- 32 22 BA1.81/14 6 N10 10-N10 2-N10 ✓ N B In 30°RED-L TRUSS 20 B14 30" PARALLEL Red-L 23'-4 Y8' 2 23 MIT414 4-1Od 4-N10 2-N10 0 W - - 0 24" RED-W TRUSS - � C 19 B15 30" PARALLEL Red-L 23'-1 '/8' n a M F 14°RED-145 JOIST 81 CIO 24" PARALLEL Red-W 28'-5" D a - _ Q. RA 13i°x14° REDLAMBEAM 32 C11 24" PARALLEL Red-W 28'-4 Y8' 1 10- RC 31/2'x14°REDLAM BEAM 4 B 11 D 30" PARALLEL Red-L 26'-7YY 0 2 B12D 30" PARALLEL Red-L 26'-7 Y4" C co 01 1 B16D 30" PARALLEL Red-L 26'-6" "' N " CL 1 B 17D 30" PARALLEL Red-L 26'-b %8 DRAWN BY: SP DnrE: 04/24/2019 1 B18D 30" PARALLEL Red-L 27-11 YZ' C ( EDBUILRTPROJECT# DATE: 111953 SHEET NAME: 2ND FLOOR N KEY PLAN SECTION A N SHEET# APPROVED FOR PRODUCTION SHT3 OF SHT11 THINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDING DON T ALE Red-I T"', Red-145 TM, Red-145L T"', Red-158 TM, Red-165 TM, Red-190 T"', Red-190H TM, Red-190HS TM, Red-L TM, Red-W TM, Red-S T"', Red-M T"', Red-H TM, ReCILam TM are tradmorks of RedBuilt, LLC. SHEET 3/11 _MATCH THIS SHEET LINE GENERAL NOTES & LEGEND E W � U DESIGN CONSIDERATIONS 6 7 8 9 �J 10 11 BUILDING CODE: 2014 OSSC/2012 IBC SOG -T- - —_ - - - - - - - FLOOR DESIGN 10,_6.. _. . .- 3T-9" 4T-0"_ - -- - bl'-3" I __ 12'-0" - E 13'-33/4' 24'-51/4" FLOOR LIVE LOAD: 40 PSF 0 T, TYP. 4b RBl TYP. m 26'-6" 26'-71/z' 26'-6%g' 26'-73/4" i CORRIDOR LOAD: 80 PSF a RB2-2PLY @ CTR. J MULTI USE SPACE LOAD: 100 PSF RAI TYP. 4 U O RC10 0 STORAGE LOAD: 125 PSF _ _ ® STAGE LOAD: 150 PSF -� 00 U 5b 5 C 5 RBI -2PLY @ CTR. DEAD LOAD: ' 30 PSF Q) 5 TOP CHORD: 23 PSF L c 5a a Q O 54.11 m 54.11 F O Rg2 TYP. `BOTTOM CHORD: 7 PSF a 31 29 54.10 54.10 59 - 13 6 RA2 TYP. _ DEFLECTION CRITERIA: C 56.03 Q O LIVE LOAD DEFLECTION: L/600 y 1 t1D 11 _ FOS F TOTAL LOAD DEFLECTION: L/3604b i 4 4a 4 4a -- - - - 00 — TY B16D BB17D B12D \` W 0 I I FBO U 200# DL CONSIDERED ANYWHERE ON TOP OR BOTTOM CHORD (APPLIED AS 2P/L) a 1 l I �. DID 1 1 I I I I I Q + + I I + 1 + I I + 1 + I I + I + I 1 + I + I N DRAWING NOTES & LEGEND I + II + I 43 I + 1 + I I + 1 + I I + I + I I + I + I RED END OF I I I I I I I I I I 1 I I I - TRUSS CHORD I l 1 I I I I $6.02 I l I l I I l I I I 1 I l I I 1 I l I @ m TOWARD GRID 6 a 1 j! 1 ! I + I + I ! 1 ! 1 ! j 1 ! 1 ! ! 1 ! 1 1 ! 1 ! 1 ! O FOR TYPICAL NOTES, STANDARD DETAILS,AND ABBREVIATIONS, SEE 1 i I i Y Q INSTALLATION COVERSHEET(S). x + 4 2 � 3 � ALL DIMENSIONS ARE FROM FACE-OF-STUD, FACE-OF-CONCRETE OR (V —m 9 -� 1 T-3" m 9 Y H CENTER-OF COLUMN/BEAM UNLESS OTHERWISE NOTED f TYP. w q �— 0 I l m m a] SIM. XX(##) -PRODUCT CALLOUT AND QUANTITY ON PLAN. N 3A "XX"-STRUCTURALMERUC TYPEURAL MEMBERS OUT 9 "##"-QUANTITY OF STRUCTURAL MEMBERS IN BAY i+ I + U I ++ 1 + + I I U 1 + I + I I + I + I I + I + I I + I + I — 1 i+ I + O 1 +F + III O I + I + I I + I + I I + I + I I + I + I RIM BOARD/FASCIA MATERIAL WILL BE SUPPLIED @ 9 + : I li I + k t 1 I I � i i i i 1 i I I "STANDARD" 16'-0" LENGTHS AND AS EITHER LSL OR LVL II/4 FOS - y G �, ! STA J III IHA, III DR I DR IRTLAYpT@ 16 I-JOIST NOTES & LEGEND _ 3A _ 49 I DWH = 1382# q TSP » +« ALL I-JOISTS WILL BE SENT LONG TO BE FIELD TRIMMED UNLESS MARKED 1 "PET'ON MATERIAL LIST. 11/18/2019 ROFuOI li ii I � I r6O8 X -►-CONTINUOUS HANGER TYPE.SEE HANGER INFO. F�SS/�3a ii - -- C12(�) C131N C141e) G10(r1 -___- tPE -JL --------------J 04 RED END OF 9 `y+ —� 2_ E UALYSPACED ++ OPEN-WEB NOTES & LEGEND 8 3 Q I TRUSS CHORD 6A O NO MORE THAN 30 TRUSSES PER BAY ARE TO BE INSTALLED BEFORE TOP NFIETOWARDGRID H 9 / 1 4A 3A M :/` rCHORD SHEATHING IS REQUIRED.9 9444444NE1��G 1; 1 1 [t I 1114 4 4 4 4 I EXPIRES: 12/31/20 P U 9 2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS INSTALLATION _4x1 T _ —5y^GLB 2 GLB SYz"GLB H ) SEE INSTALLATION COVERSHEET,SECTION SD. R. HDR. 6 18 t 8 1 I I I I ' I I I I i 1 ++ — ++ — ++ I I I I I I I I I I I I a L� - + + I + I t I I :+ I + 1 I + I + I I + I {' I �i + + + + + + + + + + + CONTINUOUS ROW OF METAL STRUT BRACING BY RB, REQUIRED FOR LATERAL 1 I I I I I I I I I I I I I I I I I I I I I I I SUPPORT DURING TRUSS INSTALLATION. SEE INSTALLATION COVERSHEET,SECTION I I I I I I I 1 I I I I SD. + + + + + + + ! l ! ! ! ! l ! l 1 ! l i - ------ ------ II + 7 - J + 9 = CONTINUOUS ROW OF 2x6 BRIDGING BY RB, SEE INSTALLATION COVERSHEET, ___----- ----- ------------ -- -- -- =( - ------------"-- _+-cV -- y SECTION 9. Xvcovv aIvvv -� t W - 3A `� SIM. RECTANGULAR SECTIONS vvv . vvv � � � vvovv�.� vvvvvv 9 m m 9 ca m p c vvvvv v v 7A 3A M 6a 5 v v v� v vvvv 9 TYP. 9 civ FR? - LOCATION OF BEAM OR COLUMN BY RB. SEE MATERIAL LIST FOR MORE 9 0 0 o W'avavv } } } } } } } @ INFORMATION. v v v o o v v v v o 0 o I I I I 1 I I T I f I i 1 I 1 I 11 i f 11 -ALL REDLAM LVL MATERIAL AND ASSOCIATED HARDWARE PROVIDED vvvv vvv O vvvvv` vvv° 9 I + I + I I + I + I I 1 I I I I Q BY REDBUILT IS AS SPECIFIED ON THE CONTRACT DRAWINGS. vvv v v \ I I I I I I + I I + I + I SPECIFICATIONS AND SIZE HAVE NOT BEEN VERIFIED BY REDBUILT vv 1 1 + I + I I + 59 I + i + I I; 9a ,v RB16 EL�ATOR I I I I ENGINEERING UNLESS OTHERWISE NOTED. B18D 56.03 < ===; vvvv v vvv BII D B11D B12D O g 1 - - 1 -- - ---- - - - - T- - - -- ]'71 11 8'-Sy2, 27-11 yz' - - 26'-7/2 126' 7/2' 26' 7/a FOS - .J PROJECT ASSUMPTIONS O 3 ' ALL MISCELLANEOUS ITEMS (SPRINKLER LINES,SOFFITS, DUCTWORK, ELECTRICAL / CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE UNIFORM DESIGN U DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE N SOG SHOP DRAWINGS. W 54.0 31 13 56 S4 11 5a TYP. ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED TO FIT J Z PRODUCT TYPE CHART BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS SPECIFICALLY Q O % SHOWN OTHERWISE ON THESE SHOP DRAWINGS. _ - �s 2 cLe - SEE MATERIAL LIST FOR MORE INFORMATION — ~ 0 4b 4b 4a RAO) 4a TYP. CALLOUT MEMBER Q Z RA3(a) TYP. I 1 ~ O O RB3(�) 'Wm' r`'1 R641w) B 30"RED-L TRUSS W J Q H 1C) „ 1 1 x C 24"RED-W TRUSS ) Q 00 j ,,QInP MOISTURE BARRIER BY OTHERS FBO D 24" RED-L TRUSS O 0 O V I E 14"RED-165 JOIST J ~ F P a Open-Web Trusses o RA4(9) 14"RED-145 JOIST N o a Quantity Type Description Clear Span i G 24" RED-H TRUSS o s o C) x iv RA 13/;'x14"REDLAM BEAM 0 48 Bl 1 30" PARALLEL Red-L 26'-7)/y RB 5'/;'xI VREDLAMBEAM A N 6 B11 D 30" PARALLEL Red-L 26'-7Y2� FBO 0 1 R C 31/2"M 4" REDLAM BEAM " 32 B12 30" PARALLEL Red-L 26'-7 Ya, N NHRA40) RED END OF Z 10 4 B 12D 30" PARALLEL Red-L 26'-7 %4" ' Rg4(K) ' TRUSS CHORD o M 16 B 16 30" PARALLEL Red-L 26'-6" �� ' ' ' TOWARD HERE Hangers U 2 B 16D 30" PARALLEL Red-L 26'-6" 30'-0" 0 Nailing LU o MOISTURE BARRIER BY OTHERS 9 Web Stiffeners Quantity Type Model Modifications o 0 N 16 B17 30" PARALLEL Red-L 26'-6 7/8' o ij Top Face Member Required B o 0 2 617D 30" PARALLEL Red-L 26'-6 7/g INDICATES 13/4"x16 RIM — " a Q - - - - - - - - - ;, L 1 6 3 ITS1.81/14 4N10 2N10 < < a 15 B18 30" PARALLEL Red-L 27'-11 Y2' so Gig 6 3a ITS1.81/14 4-NIO HDG 2-N10 HDG " 54.13 U 24 6 ITS2.56/14 4-1 Od 4-1 Od 4-N10 ✓ d a T 0 2 618D 30 PARALLEL Red-L 27 11 Y2' a q to U y a Co 73 C10 24" PARALLEL Red-W 28'-5" x 9 1 9 24 6a ITS2.56/14 4-lOd HDG 4-IOd HDG 4-N10 ✓ "' 1 H- 1 9 HB5.50/14 6-1 Od 16-1 Od 10-10d ^ ° ' "' `' 22 C12 24" PARALLEL Red-W 27'-8 3/" 0 1 9a HB5.50/14 6 lOd HDG 16-lod HDG 10-10d DRAWN BY: SP DATE: 03/13/2019 $ 11 C13 24" PARALLEL Red-W 28'-1 %11 24 18 MIT1.81/14 4-1 Od 4-1 Od 2-Nto ✓ Tl CHK'D BY: DATE: 0 8 C 14 24" PARALLEL Red- AND 28'-2 Y4' MAX SPACE BETWEEN NEW N 1J REDBUILT PROJECT M > 17 D 1 24" PARALLEL Red-L 23'-5 3/g AND EXISTING i0 BE 16" 111953 Y SHEET NAME: 21 ski 2 DID 24" PARALLEL Red-L 23'-5 3i8 2ND FLOOR Q. 19 D2 24" PARALLEL Red-L 23'-1 7/8 2ND FLOOR FRAMING SECTION B&C 8 G1 24" PARALLEL Red-H 29'-8Yz' N LOCATION PLAN KEY PLAN SECTION B&C M SCALE3,32 -1 o SHEET APPROVED FOR PRODUCTION SHT4 OF SHT1 1 2 GID 24" PARALLEL Red-H 29'-8Yz' U THINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDING DO NOT SCALE Red-I TM, Red-145 TM, Red-145L TM, Red-158 TM, Red-165 TM, Red-190 TM, Red-190H TM, Red-190HS TM, Red-L TM, Red-W TM, Red-S TM, Red-M TM, Red-H TM, ReCII TM are tradmarks of RedBuilt, LLC. f ONE SIDE ONLY @ 39A ONE SIDE ONLY @ 9U. (n E 2x4 BLOCKING BY RB 0 U o 2x3 CONT. BLOCKING BY RB 0 SEE BEARING CLIP 2x6 BLOCKING SEE BEARING CLIP DETAIL 17/10 L. 2x4 BLOCKING SEE BEARING CLIP DETAIL 17/10 WEB STIFFENER BY RB BY RB SEE BEARING CLIP DETAIL 17/10 AND 18/10 BY RB DETAIL 17/10 EACH SIDE OF I-JOIST 2x8 BLOCKING @ SIM. AND 18/10 2x6 BLOCKING BY RB -� 0 0 d cw •v • :'v.' W 6 D L. a D A\ 4. W1✓ 10 C w HANGER BY RB c: o ° SEE PLAN w a -p _J ski o m CONCRETE WALL 4x12 PT LEDGER BY OTHERS 2x6 STUD WALL GLB HEADER BY OTHERS, c 2X8 STUD WALL @ SIM. WHERE OCCURS 0 BEAM BY OTHERS.BEAM SIZE VARY,SEE PLAN 0 w REF.32/S6.02 REF. 25/S6.01 REF.21,23, 24/S6.01, 8/S 900 REF. 12/S6.00, 7/S7.00 g ONE SIDE ONLY @ 9A ONE SIDE ONLY @ 9 BEAM BY OTHERS,SEE 4x12 PT LEDGER BY OTHERS BEAM PLAN WEB STIFFENER BY RB EACH SIDE OF I-JOIST WHERE REQUIRED,SEE HANGER TABLE 11/18/2019 060801PEN F Lj NOTE: DETAILS HAVE BEEN D COMBINED ON ONE SHEET a HANGER BY RB SEE DUE TO PARTIAL AFP SET NR�E PLANHANGER BY RB SEEE F HANGER BY RB HANGER BY RB SEE SEE PLAN PLAN PLAN EXPIRES: 12/31/20 2x6 STUD WALL, W/ PLYWOOD PER BLOCKING BY CONCRETE WALL SHEAR WALL SCHEDULE OTHERS,AT PLYWOOD SEEM 5 6 7 e 9 9 REF.42/S5.03,43/S5.03, 34/56.02 REF. 11/S6.00,31/S6.01, 29/S7.01, 53/S7.03 REF. 26, 27, 29/S .01 MOISTURE BARRIER BY OTHERS J 3xNET BLOCKING 3X211 1 OdxlYz'NAILS BY RB (3) NAILS 4%" 10dxlY2" NAILS BY RB (3) NAILS 3xNET BLOCKING BY RB EACH SIDE (HDG NAILS @ PT PLATE) EACH SIDE O ° BY RB O SEE BEARING CLIP 0 0 0 0 = SEE BEARING CLIP FILLER BY OTHERS DETAIL 19/10 ° DETAIL 19/10 0 0 0 0 o N Lu Z 0 0 00 p rTY M a HDU EACH SIDE OF TRUSS BY OTHERS, 7s�6't 816 „+ Q < PRE-DRILL FOR SCREWS TO PREVENT 16"MIN, r7 - SPLITTING 12 Q Z n F_ (1) O O W Q H O Q 0c) Q 4x12 PT LEDGER BY OTHERS OL 5 I-- N Y2 J P j y2, o CONCRETE WALL s ° 2x6 STUD WALL a co N RED-L NO-NOTCH CLIP TOP CHORD RED-W "NO-NOTCH" CLIP o 9 to BEARING io TOP CHORD BEARING io a REF.42/S6.02 REF.44/S 02 0 N -STRAPS, ANCHORS, CLIPS,AND OTHER HARDWARE NOT SHOWN ARE TO BE PROVIDED BY OTHERS. N HARDWARE SHOWN IS TO BE PROVIDED BY OTHERS UNLESS MARKED'BY RB: REFER TO THE CONTRACT Z m DOCUMENTS FOR HARDWARE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. o O Ye'DIA x 2"LAG a N SCREW BY RB SEE I-JOIST INSTALLATION SHEET FOR WEB STIFFENER NAILING. °a° O O o FOR BEAMS SUPPLIED BY OTHERS,SEE CONTRACT DOCUMENTS FOR SPECIFICATIONS AND OTHER o W I INFORMATION NOT SHOWN HEREIN. o o 0 0 � °o o ' FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC...TO JOISTS OR Q -p TRUSSES, PLEASE SEE"SPRINKLER SYSTEM INSTALLATION GUIDELINES". IF ADDITIONAL CN I' COPIES ARE REQUIRED, PLEASE CONTACT REDBUILT OR GO ONLINE TO: a i '^ 5%a't CONTINUOUS BRIDGING IF NO ❑� .5 p ��+ CL 'DIA x 5"BOLT OPENING REQUIRED Y W-4'4- N 9 cD AND NUT BY RB http://www.redbuilt.com/documents/RedBuilt_Sprinkler_Guide.pdf n b h < M N �k LO U DRAWN BY: SP DATE: 04/30/2019 aCHU) Y /o NAIL BRIDGING TO LOAD EDBU BYDATE: : N N a TRANSFER BLOCK WITH 5-10dx3" DBUILT PR LOAD TRANSFER BLOCK BY RB 111953 �? HEEr NAME: 0 r ,s DETAILS 2ND FLOOR SECTION A&B RED—H 7" CLIP WITH LAGS ,9 34 SHEET# TOP CHORD BEARING BRIDGING ATTACHED TO LOAD TRANSFER BLOCK APPROVED FOR PRODUCTION SHT9 OF SHT11 '0 THINK SAFETY- READ IN TALLATION INFORMATION BEFORE PROCEEDINGSCALE Red-I T"', Red-145 TM, Red-145L TM, Red-158 TM, Red-165 T^', Red-190 TM, Red-190H T"', Red-190HS T''', Red-L TM, Red-W TM, Red-S T'^, Red-M Tm, Red-H TM, RedLam TM are tradmarks of RedBuilt, LLC.