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BUP2019 -00035 ( 1/3 ) 4150 III" fire OFFICE COPS 3V ao lC oho ^ ATTENTION BUILDER RECEIVED - JOIST INSTALLATION INFORMATION Enclosed is IMPORTANT information on how to safely and properly TM JAN 3 0 A r .TM CITY OF i"!C:'�RJ install RedBullt Joists. Personal injury or death may result from BUILDING DIVISION Engineered Wood Products failure to read and follow this information. 1 PRODUCT HANDLING 5 FLANGE AND BEAM NAILING ClosestOn-8"ThIcCenter SpacingPerRow'1 8 ALLOWABLE HOLES Nailing of Nail Nall 1 Thick 1/ rnick sheathhin Type Size I-Joist I'Joist RedLarn m LVL REVISION Flange 12) Flange(2X6) Narrow Face 8dx2 .1 13,x2%2. 2" 4" 3" , THIS NOT THIS Nailing pattern to be per contract drawings 1/2,,3, --- - - 1/2'kn-c nt knockouts available mosttely joist Top of Flange .131"x2/2' 2" 4" 3" on-center available in most joist Grouped holes are permitted if and specifications. In addition, nail Spacing .128"x X 2" 4" 3" Minimum distance series.Joists may be oriented with the group perimeter meets the Minimum distance 1%2'hole may be 1 Od -- -- -- --------- --- from Table A knockouts at to or bottom. requirements for square or from Table B cut anywhere in shall comply with the criteria listed. 148"x3" Y 4" 4"(4 p p y round holes web outside of r .128"x 3/4' 7. 4" 3" hatched zone " 12d r �� _ .148„x 31/4, 3" 4„ 4"I4i iT'' . .135'x32" 3„ 4, 4.. o o a o 0 o a Yz O Joist as Closest 16d .148 x34 3 4 4'I4� 6„ Depth O ,ao spacing .16T x3y2 4 6 8 Is, (1) If more than one row of nails is used,offset rows aT IeastyY and stagger. 6„ 2 x D 6' 6" Do not cut holes i I � � --- -- L minimum D L 2 x D _ Maintain 3/8 minimum edge distance. Z lU Z la er than 11 " (applies to all �� minimum r9 /y t (2) Sheathing must be nailed To the full length of the top (or compression) flange holes exce t For recton alar holes, L In cantilever 'fir i i i P 9 z (applies ro all holes Joist attachment:For 13/8'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 cut,drill, or notch flanges IMPORTANT • 18"OC for I-joists with flan e widths less than 2". DO NOT lift joists in minimum of one 8dx2Y2'box nail,each side of Red-IT^^ 1 9 or vertical Lift joists from underside only. DO NOT lift joists by Nailin closer than s ecified • 24"OC for I-joists with flange widths greater than 2". measurement the flat orientation joist at bearing. Use lOdx3' box nails with 1/2' thick g p (3) 14-gauge staples may be a direct substitute for 8dx2Y2'nails if a minimum DO NOT dump or drop from truck. top flange flanges, 12&V'box nails with 13/4"thick flanges and may cause the flange to split. penetration Of 1"into the flange is maintained. 16dx3Y2'box nails with 2'/2' thick flanges. Maintain 1%2" (4) Minimum spacing must be 5"for 4 rows of nails. 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. 2❑ PRODUCT STORAGE Maximum diaphragm nail penetration for Red-145LT""and Red-I58'mjoists 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 © INSTALLATION BRACING supe Round Hole Size suppo Round Hole Size 2" 4" 6" 8" l 0" 12" 14" 16" 18" 20" 2" 4" 6" 8" l 0" 12" 14" 16" I T 20" Joist Joist Square or Rectangular Hole Size Joist Joist Square or Rectangular Hole Size WARNING Depth Series 1.25' 2.5" 4" 5" 6" 7" 8.5' 9.5' 10.5" 13" Depth Series 1.25" 2.5" 4" 5" b" 7" 8.5" 9.5" � 145E/ 145 1'-0" 2=6" � 5=0" Without correct) Installed bracin , oists can � _ _ _ _ _ buckle sideways or roll over, ca�ing death, 9 158/ 165 1'-6" 3-0 4 - - _ — - �2' 90 2' 0" 3'-b" 5 0" 9y2' S8/ 165 1' 6" 4 0 5=6" serious personal injury, or property damage. - - - 5=6" 190 3'-0" 5-6' 8=0" CAUTION NOTICE 158/ 165 1 6' 2 0 3 s 5 0 145E/ 145 1 -0' 2'0- 4'-0- 6 6" — - - 145E/ 145 1 -0' -- Store and handle Installation bracing and procedures, as well as the t 1%8' 3-0 4-6 66- -_ - 117/8 158/ 165 1 0" 3- 0" ' S 6" 8t-60 a Wrap is slipperyjoists In vertical DO NOT walk on the joists until safety of workers, are the responsibility of the DO NOT stack building 9 9oHs H 2'o° 3 b 6'-6" 7 190/190H 7-0" a 6 7 s'Ito=o"j- - when wet otic joists banded j bearings j g installal tion nformation is unders ood b rallh ersons 145L/ T4s r-0" 2-0" 5L/ 1 3'-6" b-0 9' 0" - orientation. Leave g materia • Protect roducts from sun and g y DO NOT store foists havle been permanently attached. y p joists.)s on Stack only overd - 3' 0 4-0• " � - _ _ _ 145E/ 65 r-o 1 -0 3'-0° 5=0" 7=s" _ P together until read involved in the 'Dist installation. 158/ 165 r-o" 2 b a'-o s=s" 6-0" lis/ lbs 1 -o° 1 b a'-o" 7=0" 10=s" water. In the flat Injury may result. P ( )) g ( p ry beams Or walls. 14 19019 2-0 4 0" 14 t0 Install. 90/ 190H 1'-0" 3'-0" 5'-0 6'-6" 9 0" ' 90/ 190H 1 0" 3 6 6-0" 9 0' ;12=6" orientation 4' minimum stripof sheathing (temporary or • Use support blocks at 10' on-center IMPORTANT permanent) if there is no braced end wall.If 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. 1 / ( specifications. If temporary,use 8dx2 1/2" WARNING 1455865 ; 0 1 6 3-0 4 6' 6 5 9 6" 145/ 165 1'-0" 1 0 2 0 4'0 6'60 10t.00 WARNING 6'on-center for joists with 13q (0.113"0 nails at 12"OC. 16 16" 158 1 0" 1 0 2 0 4 0 6 s 10 0 P �^ _ _ Strut lines 1x4 minimum 1 - - • All blocking, hangers, nm boards 2' 0" 4-0' 6'-0" 8 b' 10=6" 190/ 190H 1 -0" 1 -b 4-b" 8 0 11 -0" 14'-6' Workers should stay clear when cutting the banding to avoidFill all nail holes with 190/ 190H 1' o" possible injury from flying banding toppling joists. wide 2 flanges joists lits with 2.3" proper Stack building and nm joists at the end supports of 190HS 3'-0" b o s-6° 11'-X14'Z' g the ro er nails , , p j ry y g g pp gj • 0 on-center oisiswiTh materials145/165 190HS 2 0' 4' 0" 6 0 3 6" 14-6 6=0" 9=0 45/ 165 1'-0" 1 -0 1'-0" 7_6' 5=0' 8=0" 12=0' ' 8'on center for 1 the 1 joists must be completely as/16s 1 0 1 0 2' b 3%2'wide flanges over walls or 18" 190/ 190H 1 -0" 1 0 2'-b 5'-0" 7 0 9'-6 12=5" 18" 190/ 190H 1 -0" 1 0 22 6 5 6' 9 0 12-6' 17=0' Strut lines are required at all beams only Installed and properly nailed. [_31 GENERAL INFORMATION Abbreviation Term joists ore not otherwise �thi t flanges m true alignment.in raight 45/H65 ?-0'' 1' 2'0 81-a 0" 14 1 j 1510 7'-0- 10=6" - 145 / 165 190HS 2-6" 5 6 8'-U' 1 1 -0' 13'-6" 16-6" bearing locations where 1145 / 165 1 -0 1 0 1 0' 1 0' 3 6 6t.00 9=0" 13t.60 AFP Approved for Production 2 - „ - _ PP braced. T CIL Centerline lof Record g y • Sheathing must be completely 20" 190/ 190H V-0" 1'-0" 2'-0 { 4-0" 6' 0" 8'-0 11'-0" i14=0" 20" 190/ 190H 1'-0" 1 0 1 0' 3 6 7 0 10-b' 14' b" 19=6" • All nails specified in framing package to be "common" nails unless noted J\� g p y 9oFls 2 o s o 7 6 l0 6 13 b 16 0; 19-6' DL Dead Load Ends of cantilevers must be additional loads can be laced on 1 • Cantilever bracing ma be required otherwise. EOR EngineerDof Record laterally stabilized with j 190HS 2 0 4 0 6 0 8-0' 9'-6 11' 6 14'-0" 7 6 11-6 - 165 1 -0 1 -0 1 -0 1 -0 2-0 4-b 7-0 10-0 15-0 - qq a ac a to eac -oist a ore FBO Framing b Others blockin brI jo st locking panel (or equaq req ' at T o Sd (0.113"0x2%2') • system. p 22„ 901/ 90H 1=0" 1 0" 1=0" 3�0" 5'-0" T-0" 9'-0 b' 16=0" 22" 190/ 190H V-0" 1 0" V-6" 4 0" i 6 6" 9'-6" 12'-0" 16'-0" FOC Face of Concrete g each side of 1-joist for lateral stability and to nails minimum per Without bracing, buckling sideways 190HS 2-0' 4'-0" 6'-0" 88-0" '', 9'-b" 11 -6' 13-6" 16'-0" t 1 " ( y p FOS Face of Stud '- ' ' " - " 6-0" 9'-0" 112'-6" 15-6"118'-6- 127-0" - • All joists not marked Precision End Trim" PET on the material list may be sent u 1 ry p 1 190HS r-o" 3'-0" to 2'-0" longer than the length indicated on the material list. GC General LL adContractor transfer alllbeaowaSee plan/details bove (as )forto specifc Ilghtor IC011strUCtlonlover is l/Dads like a worker 165 1'-0" 1 -6 2-6 3'-6" 4--g- 6-0" 6-0 74'�1-0-0- 165 r-0° 1 o 1 r-6- 3'-0" 4.6" 6'-0" j 7-6" 10'-0" 13-5"I LSL Laminated Strand Lumber Blocking attachment:Minimum appli10&3c nails of or stacked sheathing. 26" 6'-6" 8'-b" 10-6" 14'-6" 18=6" 190/190H 1'-b" 3-0" 4' 6" F 6 0 7 6" 9'-0" 11'-0" 14'-0" 18=5" LVL Laminated Veneer Lumber g applications. 190/ 190H 1 0' 1 -0" 2'-0 3-5=5-0- _ —. 26" .-_ _. _ • Do not scale drawings: written dimensions take precedence. DFA Out for Approval 12"OC each side of 1-joist blocking panel.When 24 to 190HS 2 0' 4'-0" 6'-0 i 7 6" 9 6- 11'-6' 13' 6 15'-0" 18'-0' 24 to 190HS 1'-6" 4 0 b'-b" 9' 0" 11 6" 14'-0" ' 1 T-0" 20'-0' 23'-0" - OW Open-Web Trusses by RedBujtTw used for shear transfer,nail to bearing plate with 165 1'-0" 2 0 2'-b" 3'-6" 4'-0" 5' 0" 6-0" 7 0" 8'-0 10'-6" 65 1'-0" 1 -0 1'-b" 3'-0" 4 6 6'-0" T-6" 9 0' 1 1'-0" 113'6" • Manufacturer's responsibility is only for the design of the RedBuiltTM products and PLT Plate connections equivalent to sheathing nail - 2910 T 23 to PSL Parallel Stranded Lumber schedule. 190/ 190H 1 0 1 6 2'-6" 4'-0" 5' 6" 6'-6 8'-0" 9 6 11'-6 14'-6' 190/ 190H V-6" 3-0" 4-6" 6 0" 7 6 T-0" 1 1 -0" 12'-6" 15'-6' 18'-6" not for any supporting structure or loads other than indicated herein. All materials RB RedBuiltTM 3z° �-- 32" T T TM„ 13 6" ' 16'-0 18'-6" 90HS 1'-0" 2-6' 4'-6" T-0" 9-6 12'-0' 14-6" 17-0' 19'-6' 21'-6" 190HS 2'-0" 3 6 5'-0" 7 0' 8' 6" 10'-0" 12'-0" shall be supplied by others, unless specifically noted as by RB or by RedBullt M7 STANDARD INSTALLATION DETAILS General Notes How to use Tables A and B ereln. . Tables are based on maximum allowable uniform loads.Bold italic cells indicate F4_1 WEB STIFFENER REQUIREMENTS • Web stiffener requirements vary 1. Determine the hole shape and size. For rectangular holes, use the largest Slotted truss clip by 20001b.concentrated load spread over two joists has not been considered,use dimension of the rectangle.Sizes given in the Table are hole sizes,not duct based on joist series and depth; they *each each side of Slotted truss clip by RedSpecTM software or contact your RedBuiltTm technical representative if sizes. Do not nail clip to Spacing of clips and blocks per EOR others each side of 1-joist. concentrated load check is required. 2. Determine the Red-ITM' are always required at bearing on q joist series and depth. „ , I • For other hole sizes, hole locations, or loads, use RedSpecTM software or contact 3. Determine the type of support on each side of the hole. If The Red-ITM joist is Load Transfer at joists 20 in depth or greater. your RedBuilTTm technical representative continuous over a support,Web Stiffener Size and Material Distance"X" pporf, use both tables. Use Table A if the joist terminates Concentrated • See plan/details for requirementsNon-load bearing Non-load bearing partition wall Under Roof Under Floor partition wall • Holes may be located vertically anywhere in The web.Leave�8'of web at both supports. Flange Web Stiffener Size Web Stiffener Material LOadS 4. Find The table cell at the intersection of the Red-ITM joist and The hole. Width specific to the joists being used on Span "X" Span X. (minimum) of top and bottom of hole. DO NOT cut joist flanges. • Knockouts are located in web at approximately 12"on-center;they do not S. The measurement shown is the minimum distance from the edge of the hole 3 5 5 this project. 0'-20' ly4" 0'-20' 3/4" affect hole placement. to the inside face of The support. 1 /4' �8 X2 6' Sheathing (with face grain vertical) • locking by ,M 6. Maintain the minimum required distance from both supports. That meets the requirements of PSI or If web stiffeners are required atrs.Attach to 20'-40' 2/2 20'-40' 1/4 Do not cut holes in cantilever without consulting your RedBullt representative. 7. It is permissible to interpolate between hole sizes shownn the tables. 2.3", 2%2' �/8'x25/6' PS2 hanger locations, they must bes with 1-10dx3" 40'-60' 4" 40'-60' 2" Construction rade or better side of block Distance"X" RedBuiltTM Red-1® Product Sections Refer to plan for series and depth 31 2x4 g e solid 2x biking under post attached before placing joist inRecommended Attachment for gpilar with 1-joist 2 Red-190HSTM Joists re uire LVL LSL to transfer load around joist.Cut 1 (gap between = = 1 = 1 1 1 1 1 hanger. between wall &joist) blocking) Non load Bearing ParflhOrlS wall&joist) 13/q' 13/4" 2.3" �2 3/2 3/2 N 3/2' blocks/6'longer than joist �� j depth. Nailing Quantities for Web Stiffener Attachment Load bearing wall or other concentrated 1-joist per plan A Framing nails-nails 3/" 3 3 7�6' 7�6' 7�6' �2' load above (exceeding 1,500 lbs).See per EOR specifications 8 /8 /8 Red-145LT"' & Red-158TM & Red-190T'" & TM Web Stiffeners at plan/details for specific requirements. 1 Suspended Red-190HS Joists / gap min Red-145TM Joists Red-I65TM Joists Red-190HTM Joists 8 2x filler by others 12" framing or Attach __ _ Concentrated Joist - Web stiffener both sides-must on b support braces as Braces TM TM TM TM -190TM TM 7M g y Red-145L Red-145 Red-158 Red-165 Red 190 Red-190H Red-190HS Depth 8dx2Y2'Nails 8dx2Y2'Nails 16dxaY2'Nails 16dx3y2'Nalls Loads Within the be tight against Top flange. member depth min.) shown in The to Fillers - -- -- - -- -T- -- - �OISt Span Attach to joist per chart. 1/8"gap min construction End or End or End or p Nail through web into End Intermediate documents Intermediate Intermediate IntermediateClinch filler byothers (50# A ❑� r � For allowable holes and fasteners 9�2' 3 N/A N/A N/A N/A 2x or 4x support Filler Nailin Chart nails for each 8&2Y2'nail) 72xx filler by others (each r 7 member with hangers Specified Req'd Filler Nails` side),refer to"filler nails' information please scan the QR code or use 1 1/" 3 3 3 3 4 by others attached to Framing Nails g 9 (each side filler. Locate support Load ) section of nailing chart for the linkbelow to access page number 3 0 14" 3 5 3 3 6 2-lOd (3") 2 required nailing member vertically as � sprinkler system installation aide Gap�B' minimum 4-1od (3") 3 p y g If you have questions or concerns. 16" 3 6 4 4 6 required. Filler by others 23/4' maximum Note: Use This detail for loads exceeding 250 lbs. 6-10d (3") 5 18" 3 7 4 4 8 1 %8'gap min TM per t-joist.A250lb.load can be supported on 2-16d (3/2') 2 http://www.redbuilt.cam/documents/RedBuilt_Sprinkler Guide.pdf Call your RedBullt Representative 20" 3 8 5 5 10 each side of the joist's bottom flange at 5-0"on 4-16d (3%j') 3 Nails per"filler r 22" N/A 9 6 1 11 10 1%2'maximum center, provided the load is included in normal 6-16d 31 " 5 nails"section � ❑� directly, or for general customer service Gap design loads. ( /. /8'gap min For product warranty information please 24" N/A 10 6 13 12 of chart Space 12d common (0.1490,3%4' Section A-A scan the QR code or use the link below to Call E32 N/A 11 7 14 14 Web stiffeners 1/g minimum Support Detail for Loads nails must be Tight 23 " maximum Supported from I Joist Sus ended Framin from 1=oasts access the form N/A 12 8 15 14 equally /4 P 9 f (866) 859-6757 against bottom —Snug fitN/A 13 8 I 17 16 flange N/A N/A 1 9 18 1 18 11/2'maximum Red-ITM, Red-145T"', Red-145LTM, Red-158TM, Red-165TM, Red-190TH, Red-190HTM, Red-190HSTM, Red-LTM, Red-WTM, Red-STM, Red-MTM, Red-HTM, RedLomTM, RedSpecTM and http://www.redbuilt.com/documents/RedBuilt%20Warranty%20Certificate.pdf Sheet 1 Of 1 1 Web Stiffeners at Bearing Points RedBuilTT"'are trademarks of RedBuilt LLC Rev 02/19 City of Tigard OFFICE COP" Appro d Plan: By Date o _ J� ATTENTION BUILDER OPEN - WEB TRUSS INSTALLATION INFORMATION Enclosed is IMPORTANT information on how to safely and TM properly Install open-web trusses. Personal injury or death Engineered Wood Products may result from failure to read and follow this information. M PRODUCT HANDLING F5-] INSTALLATION BRACING [_81 NAILING OF SHEATHING TO TOP CHORD MEMBERS THIS NOT THIS WARNING Minimum Nail Spacing - t, Red-LRed-M" RedLam" LVLWithout correct) installed bracing Nail Type Nail Size ° Red-S'Maximum Nail Spacing ed WRed-H" Narrow Face flr�_i. `� trusses can bow and roll over, Widest spacing for nails 1 a ° � .113"x 2/2'.131" q' 4.. 2.. 3., causing death, serious personal n each chord member $dm } is 24"oc Sheathingx 7�z' 6" 6' 2" 3" injury, or property damage. WARNING loa 28"xs" , • .148„x3.. 6„ 6, �2� q 121 x, �, Nailing closer than --_ -- • NOTICE �. // .128”x 3/q" 6, 6" 2 3 o///o/� specified may cause 12d .148"x3Y" 6" 6" 2Y2' gd21 ----- Installation bracing and procedures, the chord to split a.. p .135"x3/2 6„ 6" �12 4!' - —� as well as the safety of workers, are Chord 16d 148"x31/q' 6" 6" 'Y 4'131 E=- - the responsibility of the installer. The members .162"x3yy 8" 8" 4„ 8'1 WARNING CAUTION —1--- ' -_ --_ installer should make sure that this Nailing pattern per plans and specifications. 1 14 gauge staples may be a direct substitute for 8dx2 1/2" 1 nails Workers should stay clear when cutting the banding to DO NOT hit webs with forklift forks. Ben DO NOT stack building materials on nail spacing should never exceed 24" ( ) g g p y acne DO NOT walk on the trusses until 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 t �' 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 nailsllthan 8d2Ylthan 16d3Y smaller an x2'or larger an x2'. 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 I%"• 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 Y2"and • Miscellaneous hardware such as bearing angles, lag screws, bolts and nails as required for each specific job will be stagger.Maintain%"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 RedBuillT"' will be bundled and banded. 5A Starting Bracing: Laterally braced end wall or beam 5B Starting Bracing - No laterally braced end wall or beam F9] STANDARD INSTALLATION DETAILS F21 PRODUCT STORAGE Strut Bracin RawS acing 2x4 starter strut by contractor, Laterally braced end with framing anchors supplied Sheath and nail per project architect, Red-S" 10'OC THIS NOT THIS wall, beam or ledger by redbuiltTm.see section SD. engineer, or local building code.See Red-L_,Red-M° Red-H" 12'OC 9A section 8 for allowable nailing. Red-W" 1 a'OC Slotted truss clip by others to Spacing of clips and blocks per EOR Note: Double chord a bottom of truss, each side of � Installation bracing wall. Do not nail clipto wall. truss similar Distance"X" required,strut bracing 2-1 Odx3" 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. number of rows required. 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 2x4 blocks or multi le 's ° � 40'-60' 4" 40'-60' 2" ( P blocks) nailed to brace Distance"X" "- Red-S truss shown (typical). Distance"X" (gap Beam,wall,orledger\ details for other open-web g q g pp ) Recommended Attachment for Installation bracin re wired,strut bracin su lied between wall &truss Non-load bearing (gap between 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 Support member Note: Double chord 9C 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. • 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 10dx3" 10dx1Y2'nails supplied to truss bottom chord Damaged trusses must be repaired or framing anchors nails at each truss, b redbuiltTm cause moisture to accumulate on the trusses. Prolonged exposure supplied by redbuiltTm by contractor y with 2-lOdxT nails min. to the elements harms the appearance and strength of the trusses. replaced �'`�.�� ryp at floor ryp of roof (2) 2x on edge by others T at Load (spanning a min. of 2 panel yp Maximum load and location points). Install one bolt above F3-] GENERAL INFORMATION end wall ( P Splice nailer together with x2 Odx3" 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 no per project approved truss calculations) hold 2x's in place. block (12"on either side of splice) CL Centerline architect, engineer, or local DBL Double building code. See section 8 Floor strut bracing Support Detail for Loads Supported • All nails specified in framing package to be "common" nails unless g- rypafoddspacing pp p g p g DL Dead Load for allowable nailing. attach to underside Roof strut bracing-aita h noted otherwise. Use proper size nails to fill all nail holes in bearin Installation bracing required,strut bracing supplied to to of truss to from Bottom Chord Bottom Chord Nailer p p g EOR Engineer of Record by redbuiltTm.see plan and section SB 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 / 3a LL Live Load chord truss LSL Laminated Strand Lumber (Red-S' ) similar ( Field bend bridging • Manufacturer's responsibility is onlyfor the design of the RedBuillT"^ LVL Laminated Veneer Lumber OFA Out for Approval F6—] INSTALLATION TOLERANCES PERMITTED p y g clip before nailing products and not for any supporting structure or loads other than OW Open-Web Trusses by RedBuillT to bridging row indicated herein. All materials shall be supplied by others, unless PLT Plate Overhang Tolerance at Bearing / specifically noted as "by RB" or "by RedBuillT""" herein. RBL RedBultParallel Stranded Lumber Truss Chord Alignment Tolerance Vertical Alignment Tolerance (Red-ST bearing shown) Strongback bridging 5-10dx1Y2' per plan with Strongback nails b RB Y2'maximum ,, y approximate 12"lap _ _ _ --� ,- ,,.— bodging per plan - - with approximate 12"lap 5-16dx3Y2"nails, F4] MATERIAL IDENTIFICATION - - - - - - - - p — — *Y2 maximum overhang fo ° � � ��j A. Strut Bracco Is tubular steel with flattened ends supplied with all open-web trusses �\ . Clip installed RB clinched, b red-M series trusses with z-clip b RB y 5-1 OdxlY2'nails by RB To provide proper performance, or pedestal bearing hardware /q maximum overhang for all y others 4%'4 A. g ' pp p 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 YZ'from a straight line be out of square with deck by / Red-M� & Red-W Strongback Bridging Red-LTA', Red-VC and Red-S� Strongback Bridging more than Y4"per 12"of truss J No tab for single-chord trusses Installed as each truss Is Set. See sections 5A - 5D. depth (e.g.Y2'for 24"deep truss) B, ���, B. Plywood Edge Blocking is provided by RedBuiltT^^ on some projects and used for nailing sheathing edges. Edge blocking does not take the place of strut 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 • DO NOT cut, drill or damage the chords or webs. sheathing. THIS NOT THIS FIELD MODIFICATION C. ` \ OF TRUSSES • DO NOT remove steel pins or webs (even temporarily). C. 2x4 Starter Struts supplied by contractor with framing anchors each end • DO NOT make field modifications to trusses without (shipped loose) supplied by RedBuiltTM. Flatten speed prong and fold portion NOT PERMITTED written approval of RedBuiltTm. of vertical tab around end of 2x4. Attach with 6-8dx21/2x1Y2 nails each end. D o See sections 5A and 5D. 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 of sheathing per 10 RedBuiltTM Open-Web Truss Product Sections - Refer to plan for series and depth feet of truss length. ❑ sprinkler system installation guide If you have questions or concerns: ® �� 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 a •'m+ a For product warranty information please directly, or for general customer service 1 s 1 1 1 1 and bracing have been permanently attached. See section 5. scan the QR code or use the link below to 1Y2x3Y2 1/2'x43/4' 1/2 x2/6 1/2 x3/2 1/2 x5/2 access the form Call Chord Chord Chord Chord Chord (866) 859-6757 _ �� Red-ITM, Red-145Tm, Red-145LTm, Red-158TH, Red-165TM, Red-190Tm, Red-190HTM, Red-190HSTm, Red-LTM, Red-WTm, Red-STM, Red-MTM, Red-HTm, RedLamTm,RedSpecTm and RedBuilTT" �� Sheet 2 of 11 Red-C Red-W' Red-S' Red-MT Red-H'"' are Trademarks of RedBuilt LLC Rev o2/19 htt 0 p://www.redbuilt.com/documents/RedBuilt%20Warranty%20Certificate.pdf GENERAL NOTES & LEGEND 0 � o IN U 5 DESIGN CONSIDERATIONS r _ O 15-0" 14'-6" 27-3" 18'-0 10'-6 374" 47'-0" 61'-3" 12'-0' BUILDING CODE: 2014 OSSC/2012 IBC 11 O START LAYOUT @ 24"OC 12"OC ROOF DESIGN _ 1710C TYP. 9 = SNOW LOAD (@ 115%): 25 PSF Lo 0 3 0 Q @16"oc �l 0 0 FOSHT. ` DEAD LOAD:* 20 PSF 19 LL �• Io *TOP CHORD 15 PSF � `n OD *BOTTOM CHORD 5 PSF 33PSF ® SOLAR PANEL: SPSF00 � r 33PSF L o NET WIND UPLIFT (ASD @ 160%): -19 PSF L 9-0" DEFLECTION CRITERIA: C o 9.0' - o 4 LIVE LOAD DEFLECTION: L/240 S 7.00 1: ib TB27 TB36 TB36 TB27 TOTAL LOAD DEFLECTION: L/240 X X x X X X X X X X X X X X X X X X X'.. X X X X X X X X X X X X X X X X X X X X X X X X X w L HVII) 24 ' 24 XX ADDITIONAL LOADING -- ---- -------JI 10 TYP. 24 10 TYP. l _� --- ---- �r----- _ - MA o I 10 TYP, I _> 4 191 2 - N OT11 OY= - _ _ _ _ SNOW DRIFT LENGTHN I � � I I - X'-XXn57.00 fi-fi-fi fi-fi-fi- II II �„ I I FOS B 5Y2'GLB 5Y"GLB _ 'GLB -- _- -5 -UB w U FOS BL HDR }TDR D�2 I IHDR I@@GN 3b FOS U ® O O 1 BL °�° i @K's J5� s 1 12 BLAll U MECHANICAL LOADING IN LBS. w BL N O=m 13A O 13 13 O @DBL aTYP. @H�s-- - -= _-- 2 q 9 2 2 33PSF 48PSF @ XXX# 33PSF `m' —a TYP. TYP. SLOPE BY TAPERED INSULATION TYP. -a BETWEEN GRID B&C O 11 41'j4 12 - -INDICATESMECH.SCREEN,TYP. 9'-0' m L 0 DRAWING NOTES & LEGEND --- - --- F Ir -" -,r -,i TB36 TB36 TB27 _ m Q FOR TYPICAL NOTES, STANDARD DETAILS,AND ABBREVIATIONS,SEE 9' 0" n 13'-0" - Q it r II FB II — - - - X— X x X —X X X X X X x —� m - - - - - - - - - - - - \ Q INSTALLATION COVERSHEEr(S). E� » i; BP6 II II 1 K1(611 -1/2:12 LL N r i ii it a BL ALL DIMENSIONS ARE FROM FACE-OF-STUD, FACE-OF-CONCRETE OR TYP. � 1 M. CENTER-OF COLUMN/BEAM UNLESS OTHERWISE NOTED ii FB ii 2 �13 @K's �1 BL 1� 3b @SGN ii -- ____-�i @H's START LAYOUT@ 24' 12"OC 35 2 @DBL XX 24 IF TYP. } u I I I I O /�/�(##) PRODUCTSTRUCTURAL MEMBER TYPE ON PLAN. _ 11 I ' 12/18/2019 10 )( - FOS 'J2'GLB GLS YP' 36 "##"-QUANTITY OF STRUCTURAL MEMBERS IN BAY ��Ep PRO- Hl" II U u 4HDR DR16-1Y21' \y� GINE Sp2 p Ssd �� ii ii ' 1 16 1/2 RIM BOARD/FASCIA MATERIAL WILL BE SUPPLIED @ u n ¢' 60801PE r ` I r ^ 13 "STANDARD" 16'-0" LENGTHS AND AS EITHER LSL OR LVL 1; @) 3b --�� Tim 16I� - ' m - m m 9 O - ---- NR�N >_ 10q FBOI-JOIST NOTES & LEGEND�:BP6 �2 �� ` 4 ALL I-JOISTS WILL BE SENT LONG TO BE FIELD TRIMMED UNLESS MARKED E RSG Q- z "- - - - 3 „ TB36 N TB36 TB27 57.00 "PET'ON MATERIAL LIST. 3Y2'GLB /4 GLB T� EXPIRES: 12/31/20 J �� x x x x x X x x x x >< x x x x x x x x x x x 5 —� � 15 H 1 I M TB## INTERMITTENT ROW(S) OF METAL TENSION BRACING BY RB. FOR 11 10 _m— o m 14A 29 1 33PSF ADDITIONAL INFORMATION,SEE DETAIL 30/10 AND MATERIAL LIST. I L.LO U 3 . 9 l0 a "##"-METAL BRACE LENGTH FROM TIP TO TIP L- USE EXTRA BEARING PLATE TYPE FOR GENERAL BEARING LOCATION OR SPECIFIC JOIST FOR r 9'-0" BP# II BLOCKING � � �_�_ T_ DETAIL WHERE SHOWN,SEE MATERIAL LIST LL V CONTINUOUS HANGER TYPE.SEE HANGER INFO. 33PSF i V � / V H 3b 26 23 t a II ,, OPEN-WEB NOTES & LEGEND IT - 9 0 = - __ - -_ _-^ __ -_ --- FOSHT. - Q p FOSHT. @SNG 12 1 1/2:12 1 m 4 11 1 NO MORE THAN 20 TRUSSES PER BAY ARE TO BE INSTALLED BEFORE TOP O 9 J 10 9 O START LAYOUT @ 24"OC 12"OC CHORD SHEATHING IS REQUIRED. @DBL 27 ---_ - - F91 I 57.00 TYP. \ ill I I I I TYP. TYP. f ` I �v I I I ,1 �- # # INTERMITTENT ROW(S) OF METAL CROSS BRACING BY RB. FOR 41 17 FS .1 it 11 11 11 -. CL BEAM' ADDITIONAL INFORMATION,SEE DETAIL 42/11 AND MATERIAL LIST. J 3/a'GLB .r tl 12 @ 's #.#"-METAL BRACE LENGTH FROM TIP TO TIP O 6A 9 3b U O O 2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS INSTALLATION. I N SEE INSTALLATION COVERSHEET, SECTION 5D. ROOF FRAMING SECTION A LOCATION PLAN — ++ — ++ — ++ N O CONTINUOUS ROW OF METAL STRUT BRACING BY RB, REQUIRED FOR LATERAL ii 12 ' Q SCALE 3/32"=1,'0„ SUPPORT DURING TRUSS INSTALLATION. SEE INSTALLATION COVERSHEET,SECTION J Z 22 21 17 SD. Q 10 �, 10 // // - O I1 I Q CONTINUOUS ROW OF 2x4 NAILER BY RB, SEE INSTALLATION COVERSHEET, H C) Z Q ii —. -1/2.12 SECTION 9. 22PSF -r--= 22PSF ! PRODUCT TYPE CHART f- 24 q U_ Open-Web Trusses PROJECT ASSUMPTIONS I O_ SEE MATERIAL LIST FOR MORE INFORMATION ALL MISCELLANEOUS ITEMS (SPRINKLER LINES,SOFFITS, DUCTWORK, ELECTRICAL W J Q Q 6'-0' 10I K, � I 6-0^ CALLOUT MEMBER Quantity Type Description Clear Span CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE UNIFORM DESIGN -1 00 Q g1 - DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE Q U Q BP6 11 F 14 RED-145 JOIST _ 32 M l 28" PARALLEL Rl 47'-4 7/8' SHOP DRAWINGS. O 3 O J H 18"RED-190H JOIST ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED TO FIT � f- N O BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS SPECIFICALLY W J ~ 18"RED-190 JOIST SHOWN OTHERWISE ON THESE SHOP DRAWINGS. 1 RED END OF K 18"RED-165 JOIST CN 04 47-4%8' TRUSS CHORD L 0 0 20"RED-190H JOIST N 0 TOWARD GRID 8 N o > II I (7 / 12 CS M 2&'J TRUSS a = ;, �/ �/ O I N II II I TYP a o�BL II N Q '9 °�BL �'-BP4� i - E o Z � -jr— O O O 10 36 o�BL- BP6 TYP. M Han ers � a N o - 21 1/2:12 6A BP3 21 � O�BL= 1 9 3b ATOPENWEBTRUSSES Nailing Web Stiffeners > @ �— )( 12 _• 3 _ -; _ Quantity Type Model Modifications d o W o - _\ _ 8/4'GLB-•-• - To Face Member Require w \ 22PSF @SWING �1 TYP.Ii m o ADDITIONAL 200# DEAD LOAD CONSIDERED p W/ OD O SUPPORT:LL=500# II 0 41 17 @Fs J � b ANYWHERE ON TOP OR BOTTOM CHORD. > C r Ir -- 1/2.12 r 350 2 MIU3.56/11 20-NlO 6-N10 ✓ it 1 - LOAD CONVERTED TO UNIFORM 2P/L w a CN Q - —gid—_ TYP. ® x 1/2.12 II---------- v 12 @L's F91231 o H a 3b @FS 1 �_ 145 3b ITS1.81/14 4-N10 4-N10 4-N10 ✓ B r Q 3 Q _� 14 �� - II M ° 2 10 MIU1.81/11 20-lOd 6-N10 ✓ __J d -�WBL C II 1 a F10 200 12 MIU3.56/16 24-NIO 6-N10 ✓ m N — q 12 LS -� CD 14 1 11 1111 11111O 7 _ > 3b - BL=1 m BP6 _ 17 m - - - - - - - F RB ASSUMES THAT ALL BEAMS YPES 'H s"ARE 4 12a MIU3.56/16 24-1 Od 6-N10O - (9 11 START LAYOUT @ 24"OC HEADER BEAMS AS PER 1/S6.00. FLUSH W/ BL F10 14A 36 THE TOP OF THE JOIST BEAMS ARE ASSUMED 4 14 HU416 26-16d 12-1 Od SKR45 ✓LO BL N _ F10 9 v� •o n a M c� xc 0, BL m - 12 15 HU416 26-16d 12-1 Od SKL45 ✓ TYP. -•X5/2'GLB •-•i THIS SHEET _MATCH SH BE EITHER TYPE"FB's"AND"RB's".TYP.ALL SHEETS DRAWN SP DATE: 03/13/2019 SHEET 6/11 LINE 4 16 HU11 30-16d 10-N10 SKL45 ✓ J o MAX.CLEARANCE 17" 70 17 MIU1.81/14 22-N 10 6-N10 ✓ CHJ BY: DATE: FOR EF-304 D E REDBUILT PROJECT# 8 21 HU414 24-16d 12-1Od 12 26 BA3.56/18 6-16d III 8-N10 ✓ 111953 Y 30 27 HU414-2 20-N 10 8-1Od ✓ HE "AME. 21 ROOF N CIL KEY PLAN SECTION A CD SHEET# APPROVED FOR PRODUCTION SHT5 OF SHT1 1 THINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDING DO NOT SCALE Red-I T"', Red-145 T"', Red-145L TM, Red-158 TM, Red-165 T"', Red-190 T"', Red-19011 TM, Red-190HS TM, Red-L TM, Red-W T"', Red-S T"', Red-M TM, Red-H TM, RedLam TM are tradmarks of RedBuilt, LLC. GENERAL NOTES & LEGEND E 2 3 4 5 6 15'-0" 14'-6" 27'-3" 28'-6" 3T-9" 47'-0" 61'-3" 12'-0" U = DESIGN CONSIDERATIONS � � BUILDING CODE: 2014 OSSC/2012 IBC ROOF DESIGN SNOW LOAD (@ 115%): 25 PSF -0 DEAD LOAD:' 20 PSF LO0 ® SOLAR PANEL: 5PSF 19 0 OUT) SHEET 5/11 NET WIND UPLIFT (ASD @ 160%): -19 PSF ro MATC� START LAYOUT @ 24"OC 12 OC 10 THIS SHEET LINE191 O Q N N m 1 DEFLECTION CRITERIA: 00 0) O O LIVE LOAD DEFLECTION: L/240 c RIDGE - _ F TOTAL LOAD DEFLECTION: L/240 s I I I I 4 i o _TT C 57.00 N '° C 0 - _-- a 4 ADDITIONAL LOADING C' a m @F's 17 — —5Y2GLB I - - N O O � �� 0 13 1 a BP6 57.00 XX SNOW DRIFT MAGNITUDE IN PSF w o u m I ski O is —�..— 11 c� f. T636 TB27 'o X _XX'� -SNOW DRIFT LENGTH [133PSF GLB __ ..�. _ x x x 33PSF v >_ r o _--_ _ - L -- in _� ) TB36 24 '- M-clT� 10 TYP `- ® ® MECHANICAL LOADING IN LBS. `a _ � -- I; SYz'GLB a _.—. XXX# Q9 0' N — H 11531 9' o" J I -- _ — GLB . 17 14A --- 11, _-----1-- - ---- n m _ _ Ii L .. .$Y2 BP6 J II =_-- - - _ __-= s-- I' r.�. TYP. - -----,i- - 4 13 2 DRAWING NOTES & LEGEND O 1 - m 11 �'II 11 9 XI 19,20 1 DETAILS,AND ABBREVIATIONS, SEE II _ n I FB 1I V 57.01 L Till L INSTALLATION CO ERSHE ( ) - Yz GLB �..- —�1 - -- Ji ------ "G B . _ "GLB - FOR TYPICAL NOTES STANDARD 2d007F2 -- -- M 1/2:12 ®,q. 1= ir- - z R. 2 G ETS - n TYP. ALL DIMENSIONS ARE FROM FACE-OF-STUD, FACE-OF-CONCRETE OR ------- =_ _, LL y _ CENTER-OF COLUMN/BEAM UNLESS OTHERWISE NOTED --- X11 —, .-14 11 K's I J� 1/2 12.x.. 10 13A BP6 - ,II-------it --- -- ----------- (9 (9 C7 O 13 @H's AGN 3b 12 i t �I' 9 13 -_ �Y GLB = 1 9 L___ __ , _� _r (D P. r+ B 2 9 XX(##) - PRODUCT CALLOUT AND QUANTITY ON PLAN. n 19PSF�II ii - GL_ _ m j iI M TB27 a TB36 O-48PS1/2:12 _ --- -- J "XX"-STRUCTURAL MEMBER TYPE CALLOUT ----- - - 1 K TYP- �� TB36 TB27 \ "##"- QUANTITY OF STRUCTURAL MEMBERS N BAY ------- O II 11 \ � m c9 x �t E Lh v 1 _____ --JL- _____ ____J1 a0 �r_ 17 _ q PS m RIM BOARD/FASCIA MATERIAL WILL BE SUPPLIED @ �SYz GLB 1 -GLB pp K11531 "STANDARD" 16'-0" LENGTHS AND AS EITHER LSL OR LVL 12/18/2019 C7 2 ti J ECH.SCREEN, 11 -5 9 m N 13' 0" i i SIM. QED PROfFS a o SLOPE BY TAPERED Si I ' 11 I-JOIST NOTES & LEGEND iiiii /z _ �Tx INSULATION, BETWEEN 9-0 3b @SGN Y i1�I . 11 w GRID 9 2 @DBL 60801PE r •H o^1 5/2'GLB E "` 22 �^ '- I ALL I-JOISTS WILL BE SENT LONG TO BE FIELD TRIMMED UNLESS MARKED XII �' 1 a 1 10 PEP ON MATERIAL LIST. - - —. 9"GLB —• - - - GLB -- "GLB NRF1N HYz"GLBpGLB 10 Y"GLB N }� RINTERMITTENT ROWS OF METAL TENSION BRACING BY RB. FOR22PSF 27 ( TB## l )ADDITIONAL INFORMATION,SEE DETAIL 30/10 AND MATERIAL LIST.iI Ii 13 NEF\ �J � I I 9 2 '##"- METAL BRACE LENGTH FROM TIP TO TIP n L1, 1 n i' 6-0 22PSF 9 ii EXPIRES: 12/31/20 �I u —!I~ ii 150# �- BEARING PLATE TYPE FOR GENERAL BEARING LOCATION OR SPECIFIC CYCLORAMA LOAD: �2 n U N3(4) 24 4 BPS DETAIL WHERE SHOWN, SEE MATERIAL LIST �I~ L DL=470# ii 6_0„ 1 -------------------- - - 10 57.00 _- LJ I �212q TB36 jg27 CONTINUOUS HANGER TYPE. SEE HANGER INFO. -- -- _ X TB36 - ----_------�_ __---- - TB30 n (� i1linksx x x x x x x x x x x x x x 33PSF v — 1 TB30 11 — N 1191 " N2124) II f 11 J J 9 11 I—TYP, i1 9 13 m m H 11391PROJECT ASSUMPTIONS r --- ° Q 9'-p" ALL MISCELLANEOUS ITEMS SPRINKLER LINES,SOFFITS, DUCTWORK, ELECTRICAL 11 @K's � ��.�"� �� �� �71 (91/2:12 , 14A o ° 'l� O 1 CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE UNIFORM DESIGN Z - I, 9 13 DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE K I� 13 @N'� X ® I-- SHOP DRAWINGS. 33 1 l 11 _ l 1 l 13/l l _11 . 11 -1. 1 fB0 27 d o = H ALL OPENINGS HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED TO FIT —tI I 13 I I I 10GLB -� O I I I I I I BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS SPECIFICALLY 1 1 J_LL 11 J_ _L —••8/4'GLB- — — — — —8314'GLB — — — _ - 5 2'GLB - -- SHOWN OTHERWISE ON THESE SHOP DRAWINGS. -�'�- 4 11i � � � i 1111 ► � � 1T i11ifiT � - t � 1 Q X �I� i3 33 II 0 I� Xy 11 m 14A 3b � 191 O START LAYOUT @ 24"OC 12"OC J SIM. (7 9 O ��F 121s41 26PSF O N _. _ �y� _ _ __ _ _ ...._ _- LR 10 - -- 03/a GLB ~ ~f� m 0/a'GLB II -- - -1I/a'!GIBLL �1 �_l� 1 I3 �, 1111 LL1J�1= 1 1 _ 111 l-l_11 3I „ I 1111-171 THISSHEEf MATCH - - - - - - - - N 3 10/a GLB 0/a GLB - LOW SHEET 7/11 LINE J Z 12 9 3b START LAYOUT @ 24”OC 0 O � o z '- o O LU ROOF FRAMING SECTION B LOCATION PLAN Q 000 Q U �'Qn SCALE 3/32 1'-0-- ,_0„ O O V CL P P P P N N N N LO 400 O O PRODUCT TYPE CHART Han ers0 RB ASSUMES THAT ALL BEAMS TY FES"H's"ARE N N O ,'aa SEE MATERIAL LIST FOR MORE INFORMATION HEADER BEAMS AS PER 1/S6.00. FLUSH W/ Nailing THE TOP OF THE JOIST BEAMS ARE ASSUMED CALLOUT MEMBER Web Stiffeners r -- -- - Quantity Type Model Modifications TO BE EITHER TYPE 7B's"AND 'RB's".TYP. ALL aF 14�RED-145 JOIST Top Face Member Required SHEETS H 18"RED-190HJOIST 225 2 MIU3.56/11 - 20-N10 6-N10 ✓ Z K 18"RED-165 JOIST 128 3b ITS 1.81/14 4-N10 4-N 10 4-N 10 ✓ o a O L 20"RED-190HJOIST - 102 11 MIU2.56/11 - 20-N10 6-N10 ✓ O KEY NOTES 0 Q N o_ 185 13 MIU3.56/16 24-NIO 6-N10 ✓ 1. 31/2"X18"GLULAMBEAMS EITHER SIDE OFMECHSCREEN a N 18"RED-190 JOIST = > o. POSTS PER EOR. BEAMS AND HANGERS PROVIDED BY 0 20 17 MIU 1.81/14 22-N 10 6-N 10 OTHERS. B w LL 04 4 27 HU414-2 20-NlO 8-1Od ✓ o o a0 '0 0 > o H a a Q. a 3 d Q d a 0 N N N N JJ 6 I� 10 h v Cl) N Yk O• DRAWN BY: SP DATE: 03/13/2019 O OL CHK'D BY: DATE: Y N REDBUM PROJECT 111953 Y O SHEET NAME'. Q KEY PLAN ROOF SECTION B N SHEET# APPROVED FOR PRODUCTION SHT6 OF SHT1 1 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, RedLom TM are tradmarks of RedBuilt, LLC. START LAYOUT @ 48"OC 81_01, � GENERAL NOTES & LEGEND E 3 4 5 6 7 8 D 9 a 14'-6" 27-3" 18'-0" 10 6 3T-9" 47-0" BPS a MATCH SHEET 6/1 1 -- 03/4'GLB 103/"GLB - - - - 0%4'GLB 03/a' K LINE THIS SHEET Lo L w o- LOW PRODUCT TYPE CHART DESIGN CONSIDERATIONS .a I SEE MATERIAL LIST FOR MORE INFORMATION BUILDING CODE: 2014 OSSC/20121BC 0 ❑ 32 SIM. 11 48 TYP CALLOUT MEMBER 5 ' _ -- ---- -- CEILING DESIGN 24"TYP @FA 24" F a"RED-145 JOIST FLOOR LIVE LOAD: 25 PSF 1� ++ ++ ++ H ®DEAD LOAD: 12 PSF 0 40PSF RB ASSUMES ALL FALL 26PSF 8"RED 190H JOIST 0 i RESTRAINTS CAN BE USED BUT K 18"RED 165 JOIST DEFLECTION CRITERIA: a0 ONLY ONE LOADED AT A TIME. - - - LIVE LOAD DEFLECTION: L/360 Q � \/ x x 7'-9' RA %x14 BEDLAM BEAM TOTAL LOAD DEFLECTION: L/240 + ++ *150 / \ I ++ RC _._-...,_-- 3'/zx14'BEDLAM BEAM- _ ROOF DESIGN O28 28 X 40"RED-H TRUSS SNOW LOAD (@ 115%): 25 PSF 1p �) " \50 =�) 10 -- -- DEAD LOAD:' 20 PSF o iii ! 46"RED-H TRUSS • o ❑ 37 ( FBO Z TOP CHORD 15 PSF11 TYP. ' \� / X 'BOTTOM CHORD 5 PSFOD/ NET WIND UPLIFT (ASD @ 160%): -19 PSF WFBO /+/ - /\ XI X1(�I �� � + / Open-Web Z������ DEFLECTION CRITERIA: LIVE LOAD DEFLECTION: L/240 m RED END OF TOTAL LOAD DEFLECTION: L/240 a TRUSS CHORD Quantity Type Description Clear Span >_ 0 TOWARD GRID L 38 X1 40" PARALLEL Red-H 51 '-2Y4" o START LAYOUT @24"OC ❑ 48 32 HIGH 4 X1W 40" PARALLEL Red-H 51 '-2Y4- ADDITIONAL LOADING 11 M. 7 XX SNOW DRIFT MAGNITUDE IN PSF 11 36 BPs 14 Z1 46" PARALLEL Red-H 70'-6 g 0 9 1o3/"GLB- _- -- - ---_lo3/"GLB lo/"GLB a - -lo3/"GLB _ 4 Z1D 46" PARALLEL Red-H 70'-67/8' " L - i 9 8PSF 26PSF �O I �O I �O I 12 `; o L�Vl26PSF 4 Z 1 G 46" PARALLEL Red-H 70'-6 7/8' X'-XX" SNOW DRIFT LENGTH 0 25 y LO 7'-0" 4 Z1 H 46" PARALLEL Red-H 70'-6 '/8' F141,8)- F 15(76) - - — 11 Lt i a- _ ! 2 Z l H W 46" PARALLEL Red-H 70'-6718 MECHANICAL LOADING IN LBS. BP6� 7 ° Li ED 1 , —- - -� 9 - 24 14 Z2 46" PARALLEL Red-H 70'-b '/8' xxx# O ADDITIONAL 200# DEAD LOAD CONSIDERED ANYWHERE ON TOP OR 22p 12 3 9 O START LAYOUT @ 24"OC LL 2 Z2H 46" PARALLEL Red-H 70'-6 7/g BOTTOM CHORD. LOAD CONVERTED TO UNIFORM 2P/L - 2 Z3 46" PARALLEL Red-H 57'-3 Y4" _ = J ----- J DRAWING NOTES & LEGEND 01/22/2020 2 Z4 46" PARALLEL Red-H 7'-8" �p PROF o __ _ _ = O FOR TYPICAL NOTES, STANDARD DETAILS,AND ABBREVIATIONS,SEE S��P GIN Ess/O JTB30 tiL a Hangers INSTALLATION COVERSHEET(S). x k x x x 60801 PE r H3(290lsroc.) _ - Q Nailing Web Stiffeners - ALL DIMENSIONS ARE FROM FACE-OF-STUD, FACE-OF-CONCRETE OR ti Quantity Type Model Modifications Required CENTER-OF COLUMN/BEAM UNLESS OTHERWISE NOTED IPSF L FBO I� Top Face Member q ORE ---- - -- ---- O , 254 3 ITS1.81/14 4-N10 2-N10 XX(##) - PRODUCTCALLOUTANDQUANTITYONPLAN. ti9/ST 11' �Gt 7A 3 7 7 3 18 3b ITS1.81/14 4-N10 4-N10 4-N10 ✓ "XX"-STRUCTURAL MEMBER TYPE CALLOUT PNEP 5-0" G PSF ___= _ 9 _ 9 9 4 4 HUC48 8-1 Od 4-1 Od "##"- QUANTITY OF STRUCTURAL MEMBERS IN BAY EXPIRES: 12/31/2020 10 5 HUC68 - 8-1 Od 4-1 Od aN b 3 7 _ _ _ _ RIM BOARD/FASCIA MATERIAL WILL BE SUPPLIED @ o - - - 9 - - - - - 20 7b HUC68 8-1 Od 4-1 Od SLD30 "STANDARD" 16-0" LENGTHS AND AS EITHER LSL OR LVL " f -- 5Y2"GLB Od 4-1 Od 8 8b HUC48 O,N 0 2-N1O SLD30 ✓ �, J J 7A - ----- O C7 9 O 73 11 MIU2.56/11 I-JOIST NOTES & LEGEND - 58 12 MIU3.56/16 - 24-NIO 2-N10 ✓ 11 Ea 9 12 ii j 14A - ALL I-JOISTS WILL BE SENT LONG TO BE FIELD TRIMMED UNLESS MARKED 12 19 MIU5.12/18 26-N10 6-N10 ✓ III n 9 11 76 24 U14 14-N 10 6-N10 SLU5 ✓ "PET"ON MATERIAL LIST. 76 25 U14 14-N10 6-N10 SLDS ✓ TB## INTERMITTENT ROW(S) OF METAL TENSION BRACING BY RB. FOR iiiu TB36 ADDITIONAL INFORMATION,SEE DETAIL 30/10 AND MATERIAL LIST. Ix I x - x x 9 3 K21�1 45PSF '##"- METAL BRACE LENGTH FROM TIP TO TIP UI n 13 11 BP#� BEARING PLATE TYPE FOR GENERAL BEARING LOCATION OR SPECIFIC 9 DETAIL WHERE SHOWN, SEE MATERIAL LIST SY"GLB CONTINUOUS HANGER TYPE.SEE HANGER INFO. O _.._ _ M 19 19 19 19 19 0 O L Ln 19PSF I I 14 i �-------- .. _... 19 N " ,I 11 9 II SCREEN POST LOAD: i OPEN-WEB NOTES & LEGEND U " I INDICATES 1.5"x24" m^ e PST LVL BY RB 27 DL=200# ^� NO MORE THAN 7 TRUSSES PER BAY ARE TO BE INSTALLED BEFORE TOP N 5'-0 -J__,L_ a J J Q3 FBO l0 WL ±3500#ASD(160%),TYP. �Q 1 pD � CHORD SHEATHING IS REQUIRED. J m \ 46 a 2,-0„ - -_._.- _._ __ _ 3 MOISTURE BARRIER BY OTHERS 0 __ _ OISTU Z - -- LBEAM.-.-. .- - _. ._. -8/a L _._.-_._._.•.._ .. 57.03 TB36 - -�� 1 m m 2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS INSTALLATION. F �-ai x �-aJ x x x I i I 1 I 1 I 1 I I I I BP2� O O Q O 1 7 1 J SEE INSTALLATION COVERSHEET,SECTION 5D. max= _ IN _ ==�1 TYP. K3( ) J1 FB I YP ^' ^ 7 ++ — ++ — ++ O - -_J TYP. r�i' L� Z it 35 - _ _ _ -- 3 I 1 0 4 I Q 4$ TY P. CONTINUOUS ROW OF METAL STRUT BRACING BY RB, REQUIRED FOR LATERAL � 0 O 11 11 I B X j X SUPPORT DURING TRUSS INSTALLATION. SEE INSTALLATION COVERSHEET,SECTION U — Q _ AP 1 # PSF m SD. W J ~ 001 9 19 i a 19 19 OL 9 8PSF 00 8PSF Bo 44 8PSF C . LL _ CONTINUOUS ROW OF MIN. 2x4 FLAT BOTTOM CHORD NAILER O Q U Q I �4 - BY RB.SEE DETAIL 40/11 FOR MORE INFORMATION. 3 o O () p 2'-°" 2'-0" DL=369# � F- CV NOTE PLACE 1.5X24"LVL LOOSE AT LOAD TRANSFER BLOCKS AFTER 3RD 1 1 LL 1 LL - HI LL(200%1=86#, DISTRIBUTED EVENLY a- J H 11 9 _ X X a IWEENTWOTRUSSES,TYP. MODULE WILL BE SET;AND AFTER STH MODULE.MOVE THEM TO THE - - m _ _____— MECH SCREEN LOCATION ONCE ALL MODULES ARE SET. START LAYOUT @ 24°OC 19P$F -®' I. LAJ I I a LT o. 19PSF C14 C-4 CD O O N 5' 0„ 5'_0„ N \ o C.N. I I I 1 S HANGER AND = — = X X DL=407# O BLOCKING BY OTHERS • PER 39R)A3 N -I U6 uLVLBYRB.AnAaroLODTR TRANSFER LL(200%)=155#, DISTRIBUTED EVENLY L PN N10LEDGER BYOTHERS.0RN:PREORLL ROCK WIRER 217 OC.STAGGERED BETWEEN TWO TRUSSES,TYP. 3 rxuues wan.EACNnceaMxH.scREEU Pon % /� LEDGER MR TIGHT FIT IO1HEIRUSS CHORD "PLYWOOD P Z2(6) ('4 N = Z117) N Z2leJ Z1(TJ OR IL_ AUACH TOIRUSS WITH: TOP CAP BY RB. •— O. W/IB ,!`,5 STAGGERED LONG SPAT ^ FB N N N N I N N Q FB '^ KEEP NAILS AWAY FROM PN ANN 6 ONLY,TYP. v7' QI = - = X X I � N Z o O O N DL=394# -_ -- S N ry LL(200%)=165#, a o PER EOR:App Ms163TRAPHIOM DISTRIBUTED O W " h10 LEOGFIfro IxR1Rl lVl o - _ = X X EVENLY " BETWEEN TWO -T04 RUSSES, - 28 _ 2 2 �� 10 D(!200 # NOTE: LONG SPAN TRUSSES SHALL BE a a 28 LL(200%)=76#, INSTALLED IN RIGID MODULES PER SHEET 8 o Q Q 6) RED END OF 10 4$ TY `m m -� Iyvzr LVL BY RB,ATTACH TO LOAD TRANSFER TRUSS CHORD DISTRIBUTED h 3 BLOCK W/IBISD953LQZ. "00.STAGGERE➢ X X I X EVENLY Q d d O CO 3 TRU53E5 MIR EACH SIDE OF KH.SCREEN POST e TOWARD GRID M ----- WEEN TWO o 7 TRUSSES,TYP. E h O 1 n ! Ln v K+) N u a 0 I N DRAWN BY: $P DATE: 03/13/2019 2T-3" 18'-0" - FO �—_- I __-- _ ._-_I_ _ _ L.. F 10 CHK'DBY: DATE: CL BPI�� REDBUILT PROJECT N 0 IV\ I LIFT I i LIFT 2 LIFT 3 LIFT 4 LIFTT55 LIFT 6 LIFT 7 LIFT 8 LIFT 9 -- _ PROJECT ASSUMPTIONS 4 5 6 7 J ( R 1 GC:TRUSS INSTALLATION 26 9 E 1 1 1 953 ALL MISCELLANEOUS ITEMS (SPRINKLER LINES, SOFFITS, DUCTWORK, ELECTRICAL Y �J STARTS FROM GRID? 1p a SHEET NAME: a CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE UNIFORM DESIGN START LAYOUT @ 24"OC ROOF H DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE SEE SHEET 8 FOR SPECIAL SPACING DIMENSIONS C SHOP DRAWINGS. SECTION C,D,&E ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED TO FIT N ROOF FRAMING SECTION C,D&E LOCATION PLAN KEY PLAN BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS SPECIFICALLY i SHOWN OTHERWISE ON THESE SHOP DRAWINGS. SCALE 3/3P'=1'-0.' SHE # APPROVED FOR PRODUCTION ,r OF SHT1 1 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-I90HS TM, Red-L TM, Red-W TM, Red-S TM, Red-M TM, Red-H TM, RedLam TM are tradmarks of RedBuilt, LLC. cn 0 � U U -O (D O �2 I..L O n 8'MODULE O o19 LIFT BEAM BY CONTRACTOR OMR THIS SHEET OF PLYWOOD TO ± ALLOW TIE DOWN AT BEARING POINTS. 00 00 INSTALL THIS SHEET IMMEDIATELY AFTER MODULE HAS BEEN SET AND SECURED. 2x4 TEMPORARY BRACE FASTEN SYMMETRICAL ABOUT O o WITH 16d NAIL IN EACH TOP VERTICAL LIFT POINT (TYP.4 PLACES PER MODULE) VERTICAL LIFT 0 CHORD MEMBER OF ALL TRUSSES. POINTS SHOULD BE LOCATED CLOSE TO A TRUSS PANEL POINT.DO — NOT PUNCH OR GOUGE CHORD MEMBERS WITH LIFT LINE. APPROXIMATELY 1/3 OF SPAN C 0 Go——————— ——————— ——————— ——————— ——————— ------- ------- m W 0 0 a -- — — -- - — — --- — — - - - — — --- — — --- — — --- — o 0 0 0 - -- --- --- --- --- - - --- --- -- - --- --- -- - --- --- 8'-01'MODULE--- - -- --- --- —— O O -- — — --- — — --- — — --- — _ w cN 48 SHEETS OF PLYWOOD SHEATHING PERMANENTLY AND OMR THIS SHEET OF PLYWOOD TO TOTALLY ATTACHED TO TRUSSES PRIOR TO INSTALLATION. ACCOMMODATE LIFTING APPARATUS. � (INSTALL 2x4 EDGE BLOCKING AT THIS TIME IF REQUIRED) INSTALL THIS SHEET IMMEDIATELY AFTER MODULE HAS BEEN SET AND SECURED. RIGGING AND LIFTING CONCEPT FOR LONG SPAN TRUSSES 01/22/2020 GIN���EO PROfFssi 1 /2 MODULE - PLAN VIEW TOP LCHORDOFALLTRUSSOOD CAP BY RB ES ���� �60801PE9 0< BRIDGING CLIP BY RB NOTE: TYPICAL MODULE PLYWOOD DECK ATTACH EACH MODULE AT BEARINGS ORE AND COMPLETELY NAIL PLYWOOD TO PRECEDING MODULE (OR WALL) BEFOREti9/ G LIFTING NEXT MODULE. STINE F� NOTES: 1. THIS ILLUSTRATION IS CONCEPTUAL ONLY.THE DRAWING SHOWS A BOTTOM BEARING EXPIRES: 12/31/2020 CONDITION ON THE LOW END AND A TOP BEARING CONDITION ON THE HIGH END. 2. TIE DOWN EACH MODULE AT BEARINGS AND COMPLETELY NAIL PLYWOOD TO PRECEDING MODULE BEFORE LIFTING THE NEXT MODULE. 3. CONTRACTOR SHALL FABRICATE A JIG 50 THAT THE ASSEMBLED MODULE WILL SET PLUMB, STRAIGHT,AND TRUE ON THE BUILDING. 4. SEE OPEN WEB INSTALLATION COVER SHEET FOR CORRECT ALIGNMENT OF TRUSSES. 2x4 BRIDGING BY RB ATTACH TO 5. ON BOTTOM BEARING ENDS, FASTEN METAL CROSS BRACING TO TOP CHORDS OF BRIDGING CLIP WITH NAILS PROVIDED TRUSSES BEFORE PLYWOOD IS COMPLETELY AND PERMANENTLY APPLIED.FASTEN CROSS BRACING TO WALL PLATE AFTER MODULE HAS BEEN SET AND ENDS OF TRUSSES PLUMBED. 00 6. EIGHT FOOT WIDE MODULE WEIGHS APPROXIMATELY 5500 POUNDS. DETAIL"X" TYPICAL BRIDGING DETAIL O N 24.0" SEE DETAIL"X" 24.0" 24.0" 24.0" 20.500" 27.5" 24.0" 10)/2" 33.25' 16.0" 16.75' O > O 0 L - - - - - — U N (n Q U-i N C Q NZ2H Z1 HWZ1G p \ z z cpN \ \ 73 U O O LLJ 112"BETWEEN 0 / S Z1D 1/T BETWEEN BRIDGING-4— RIDGING \ \ 1/T BETWEEN BRIDGING�p O J Q Q L m - - - - - - Q O 2X10 STUD WALL J C CL a LOAD TRANSFER BLOCK (LTB) BY RB LTB BY RB c 7Ya' \ 7Ya' 7Ya' m o 0 METAL CROSS-BRACING 8Y RB.ONE SET PER BRIDGING ROW PER \ J \ Q CONTRACTOR TO FABRICATE \ � MODULE. (SEE PLAN FOR X-BRACING LENGTHS) ATTACH TO BRIDGING Yzk31'Zk18'PLYWOOD PLATE BY \ ° WITH 5-N 10 NAILS EACH END OF BRACE(10 TOTAL PER BRACE) CONTRACTOR. ATTACH TO BRIDGING JIGS SO THAT MODULE WILL SET CHORD BRIDGING LONG) RIDGNG)BY RB.TOP SEDE TYPICALBOTTOM WITH 5 1 O NAILS (10 TOTAL PER SPLICE) PLUMB,STRAIGHT&TRUE. \ \ \ BRIDGING DETAIL AT RIGHT. \ 1 st MODULE TYPICAL MODULE (LIFT 2, 5, 7, 8, & 9) \ \ \\ 3rd MODULE 4th MODULE \ \ z o \ 00 O Q 5'-4ys' n N OdU \ 24.0" 7.875' 8.5" 15.625" 17.O ' 8.5" 14.500" 24.0" 24.0" 17.5" ,� \ o LJJ o \ \ N \ — a vi ; } \ Z3 3 \ � CO \ Z1H Z1H ZID ^ ,o LO v M a yk LADDER FRAMING BY OTHERS, DRAWN BY: SID DATE: 5/01/2019 1/T BETWEENBRIDGING1/2"BETWEEN R GINGATTACH AFTER MODULE SET CHK DBY: DATE: mm/dd/yy P ?� EDBUILT PROJECT# "A X 111953 N LTB BY RB SHEET NAME 7Y. LONG SPAN U 6th MODULE 10th MODULE MODULE DETAILS 0 J THINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDING APPROVED FOR PRODUCTION =SHT8 OF SHTI 1 D N T 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, RedLam TM are trademarks of RedBuilt, U.C. ONE SIDE ONLY @ 9A ONE SIDE ONLY @ 9 � o 2x4 BLOCKING BY RB U ; SEE BEARING CLIP 2x3 CONT. DETAIL 17/10 BLOCKING BY RB 2x6 BLOCKING SEE BEARING CLIP DETAIL 2x4 BLOCKING SEE BEARING CLIP AND 18/10 WEB STIFFENER BY RB BY RB SEE BEARING CLIP DETAIL 17/5 AND 18/5 BYJRB DETAIL 17/10 EACH SIDE OF I-JOIST 2x8 BLOCKING @ SIM. 17/10 AND 18/10 2x6 BLOCKING -0 BY RB Sco 901a V C 0 HANGER BY RB o SEE PLAN W o a glL CONCRETE WALL m° 4x12 PT LEDGER BY OTHERS 2x6 STUD WALL GLB HEADER BY OTHERS, > 2X8 STUD WALL @SIM. WHERE OCCURS p BEAM BY OTHERS. BEAM -0 SIZE VARY,SEE PLAN o 0 ° 8 3 B w 8 9 9 9 9 0 REF. 32/S6.02 REF.25/S6.01 REF. 21,23, 24/S6.01,8/S .00 REF. 12/S6.00, 7/S7.00 N ONE SIDE ONLY @ 9'4 ONE SIDE ONLY @ 79A SEE BEARING CLIP BEAM BY OTHERS,SEE DETAIL 17/10 4x12 PT LEDGER BY OTHERS BEAM PLAN WEB STIFFENER BY RB EACH SIDE AND 18/10 FOR 2A/3 OF I-JOIST WHERE REQUIRED,SEE 2x6 BLOCKING HANGER TABLE BY RB 01/22/2020 �QEO PROr, ° 60801PE < OR HANGER BY RB SEE OT Y11, HANGER BY RB HANGER BY RB SEE PLAN HANGER BY RB SEE HANGER BY RB SEE 9jSTINE PLAN PLAN ° SEE PLAN PLAN 2x6 STUD WALL, EXPIRES: 12/31/2020 o W/ PLYWOOD PER BLOCKING BY CONCRETE WALL SHEAR WALL SCHEDULE OTHERS,AT PLYWOOD SEEM 2x6 STUD WALL REF. 42/S5.03,43/S5.03, 34/S6.02 REF. 11/56.00,31/S6.01, 29/S7.01, 53/S7.03 REF. 26, 27, 29/S9.01 REF.25/S6.01 MOISTURE BARRIER BY OTHERS 3XNET BLOCKING J 3xNET BLOCKING BY RB O BY RB 1�2'x JOIST DEPTH 1Y2'x JOIST DEPTH O SEE BEARING CLIP LEDGER BY RB LEDGER BY RB SEE BEARING CLIP FILLER BY OTHERS DETAIL 19/10 WEB STIFFENER BY RB = DETAIL 19/10 WEB STIFFENER BY RB BEAM BY BEAM PLAN EACH SIDE OF I-JOIST N EACH SIDE OF I-JOIST LTT20B BY OTHERS @ 48"OC. Lu J Z ° 0 0 0 o p HDU EACH SIDE OF TRUSS BY OTHERS, PRE-DRILL FOR SCREWS TO PREVENT 16" MIN. SPLITTING � e II F 0 00 0 0 2x STUD WALLCQ uj Q U 4x12 PT LEDGER BY OTHERS HANGER BY RB SEE PLAN, O O O TOP FLANGE HANGER @ SIM. HANGER BY RB CONCRETE WALL p SEE PLAN 2x6 STUD WALL 04 o ao I � o 09 ' o a REF.42/S6.02 REF. 44/S 902 REF.3/S7.00-31/S7.01-32, 34, 43/S7.02-44/S7.03 REF. 17/57.01-54/S7 03 _c BACKER BLOCKS BY OTHERS NET BACKER BLOCK SIZE Q 13A 14A TIGHT TO BOTTOM FLANGE RED-145 5/8'x10Y4k$" -STRAPS, ANCHORS, CLIPS,AND OTHER HARDWARE NOT SHOWN ARE TO BE PROVIDED BY OTHERS. N ONE SIDE ONLY @ ONE SIDE ONLY @ 9HARDWARE SHOWN IS TO BE PROVIDED BY OTHERS UNLESS MARKEDBY RB. REFER TO THE CONTRACT RED-190HS lY2kl4}'4'x.g ' ' Z " Q P DOCUMENTS FOR HARDWARE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. a O CD BACKER BLOCKS — LO N In BY OTHERS 134'AND 3y2'LVL -SEE I-JOIST INSTALLATION SHEET FOR WEB STIFFENER NAILING. ° N a WEB STIFFENER BY RB BLOCKING AND 2x4 BLOCKING BY 1Y2'x JOIST DEPTH RIM BY RB BEAM BY OTHERS,SEE EACH SIDE OF I-JOIST HANGER BY RB. - FOR BEAMS SUPPLIED BY OTHERS,SEE CONTRACT DOCUMENTS FOR SPECIFICATIONS AND OTHER o W o OTHERS BEAM PLAN GAP —i INFORMATION NOT SHOWN HEREIN. 0 � o ATTACH RIM TOI-JOIST O $� o � WEB STIFFENER BY RB " _ C,4 EACH SIDE OF I-JOIST WITH 2-1 Odx3"NAILS P FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC...TO JOISTS OR Q (ONE INTO EACH FLANGE) TIGHT TRUSSES, PLEASE SEE"SPRINKLER SYSTEM INSTALLATION GUIDELINES". IF ADDITIONAL om a CONNECT BACKER BLOCKS TO JOISTS I' COPIES ARE REQUIRED, PLEASE CONTACT REDBUILT OR GO ONLINE TO: _ o o SECTION A-A WITH 4-10dx3" NAILS EACH SIDE ❑ N SECTION B-B http://www.redbuilt.com/documents/RedBuilt_Sprinkler_Guide.pdf j .O h 7 M N Yk 11*z 17 D` 165 JOIST DRAWN BY: SP DATE: 04/30/2019 a- 190H JOIST FILLERS BY OTHERS CHK'D BY: DATE: a HANGER BY RB EDBUILT PROJECT# HANGER BY RB SEE PLAN CD I I 111953 SEE PLAN II Ii HARDWARE BY OTHERS I I I I I 0 II Ii SHEET NAME: DETAILS a 2x STUD WALL GLB HEADER BY OTHERS, N WHERE OCCURS Q_ I i B 113�4'x JOIST HEIGHT I I N i I 13�4'x JOIST HEIGHT I LVL BLO ING BY RB 11 3y2"x JOIST HEIGHT LVL BLOKING BY RB i i 15 SHEET# 19 II LVL BLOKING BY RB II II SHT9 OF SHT1 1 RE 25 p� APPROVED FOR PRODUCTION REF.26/57.01 THINK SAFETYF�REA 0 TALLATION INFORMATION BEFORE PROCEEDING DO NOT SCALE Red-I TM, Red-145 T"', 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 T"', Red-H TM, ReclLam TM are tradmarks of RedBuilt, LLC. E O 5/s' DIA x 3"LAG SCREW BY RB 4� Via'DIA X 4" LAG SCREW BY RB CEJ LONG SPAN U INSTALLATION NOTE: 4 " O O TRUSSES ("Z#"TYPES) Q O METAL CROSS BRACING MAY NOT OCCUR AT EVERY �2, % 10dxlY-"NAILS BY RB (3) NAILS 6-10dx1Y2" NAILS BY RB TRUSS SPACE.SEE PLAN SHEET(S) FOR CROSS 10dx1Ys"NAILS BY RB (3) NAILS EACH SIDE L EACH END BRACING LOCATIONS. EACH SIDE (HDG NAILS Q PT PLATE) O 3/4" PLANT INSTALLED CAP WILL 0 OCCUR ON LONG SPAN 0 0 I J j 10 TRUSSES (NOT SHOWN) co n� 0 " M 5%"± co METAL CROSS BRACING BY RB 73/6'± 8%6'± g_8V4± %'DIA x 5"BOLT 0 0 400± AND NUT BY RB 0 d C 0 - m 2x BRIDGING ROW.SEE PLAN FOR LOCATION.SEE W o INSTALLATION SHEET FOR ADDITIONAL on ° ° ai INFORMATION. m 0 0 RED-W "NO-NOTCH" CLIP RED-L NO-NOTCH CLIP TOP CHORD RED-H Z CLIP WITH LAGS 19 to BEARING io TOP CHORD BEARING TOP CHORD BEARING FIELD CUT OCKI 2xNET CONT. GRID ONE SIDE ONLY @ �p EXTRA JOIST PPROVIDEDROM 3x BEVELED PLATE BLOCKING BY RB BY RB 5/q'DIA x 3" LAG SCREW BY RB 1Q 2x4 BLOCKING BY O O WEB STIFFENER BY RB 4" SEE BEARING CLIP OTHERS EACH SIDE OF 11-JOIST DETAIL 20/10 11 "x JOIST DEPTH RIM BY RB 11 x JOIST DEPTH RIM BY RB -_ �2 WEB STIFFENER BY RB �2 WEB STIFFENER BY RB EACH SIDE OF I-JOIST EACH SIDE OF I-JOIST O ATTACH RIM TO I-JOIST ATTACH RIM TO I-JOIST WITH 2-10dx3"NAILS WITH 2-1Odx3"NAILS ° (ONE INTO EACH FLANGE) (ONE INTO EACH FLANGE) 01/22/2020 e6O8 �I -I4ZN, PE r 3/4' DIA x 5"BOLT AND NUT BY RB `` I %R�E6�NHANGER BY RB SEEPLANI-JOIST BLOCKING BY RB1' .��,GHANGER BY RB HARDWARE BY OTHERS Q 48"OC. E F� HARDWARE BY OTHERS M SEE PLAN EXPIRES: 12/31/2020 \ 2x BEVELED PLATE 2x STUD WALL 2x STUD WALL BY RB + Y2 T- BEAM BY OTHERS. BEAM � SIZE VARY,SEE PLAN RED-M "T' CLIP WITH LAGS 2° 21 22 23 TOP CHORD BEARING 10 10 '0 10 REF. 5/S7.00, 27/S7.01 REF. 24/S7.01 REF. 28/S7.01 FIELD CUT BLOCKING FROM ` JOIST TYPE"BLKN"PROVIDED ONE SIDE ONLY @ 25A GRID/1 10 GRID ,? SEE BEARING CLIP 3/4'PLYWOOD TOP CAP BY RB, DETAIL 19/10 CL BI AM LONG SPAN ONLY Y4'PLYWOOD TOP CAP BY RB, J BLOCKING PANEL BY RB 2x4 BLOCKING BY 1�2'x JOIST DEPTH RIM BY RB 3xNET CONT. BLOCKING LONG SPAN ONLY O IY2"x JOIST DEPTH OTHERS BY RB SEE BEARING CLIP O RIM BY RB Q 48"OC DETAIL 19/10 WEB STIFFENER BY RB ATTACH RIM TO I-JOIST = EACH SIDE OF I-JOIST WITH 2-10dx3"NAILS / , (ONE INTO EACH FLANGE) ° o U N 0 4xNET CONT. BLOCKING LL � 3xNET BEVELED - BY RB BEARING PLATE BY RB Q O Z 3xNET BEARING I— Q O O PLATE BY RB U Q TOENAIL BLOCK TO BOTTOM HARDWARE BY OTHERS J Q FLANGE OF JOIST WITH HANGER BY RB 1-10dx3"EACH SIDE OF BLOCK SEE PLAN Q , / l 2x6 BEVELED U 0 PLATE BY RB ° o 0 o GL BEAM BY OTHERS � O O 2x STUD WALL 2x6 STUD WALL GLB HEADER BY OTHERS, o WHERE OCCURS N 04 N 0 24 25 2x10 STUD WALL 26 27 0 O REF.6/S700 REF.26/S o01 REF. 16/S7.00 REF. 14/S7.00 t N o STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT SHOWN ARE TO BE PROVIDED BY OTHERS. GO HARDWARE SHOWN IS TO BE PROVIDED BY OTHERS UNLESS MARKED 'BY RB: REFER TO THE CONTRACT Z Q DOCUMENTS FOR HARDWARE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. o O 'o - — v NOTE: I-JOISTS SENT LONG. CONTRACTOR TO CUT JOIST TO -SEE I-JOIST INSTALLATION SHEET FOR WEB STIFFENER NAILING. •c N 4? 2x8 LEDGER BY OTHERS (ATTACH TO TOP LENGTH AND USE EXCESS TO FRAME SHORT END OF BAY. CHORD W/8-1 Odx3"STAGGERED PER TRUSS - FOR BEAMS SUPPLIED BY OTHERS, SEE CONTRACT DOCUMENTS FOR SPECIFICATIONS AND OTHER W oN PANEL) FIELD DRILL LEDGER AT LOCATIONS OF TRUSS PIN INTERFERENCE TO ALLOW FOR INFORMATION NOT SHOWN HEREIN. 2-10dxl)/'NAILS o o FLUSH FIT. NAIL 6"MIN. FROM PIN LOCATIONS BY RB BOTH ENDS ❑r ❑� a INSTALL REMAINDER OF JOISTS AT LOCATION _ a IN BAY WITH CORRESPONDING NUMBERS. ' FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC...TO JOISTS OR Q 2 TRUSSES, PLEASE SEE"SPRINKLER SYSTEM INSTALLATION GUIDELINES". IF ADDITIONAL 3 I' COPIES ARE REQUIRED, PLEASE CONTACT REDBUILT OR GO ONLINE TO: a a. > a N � Qhttp://www.redbuilt.com/documents/RedBuilt_Sprinkler_Guide.pdf M n o I h V M N Xk h P DRAWN BY: SP DATE: 04/30/2019 METAL TENSION BRIDGING BY i p 2x LOAD TRANSFER 2x FRAMING BY LOCATIONS. ATTACH RACING r R6.SEE PLAN FR LENGTH AND CHK'D BY: DATE: N BLOCK BY RB OTHER EDBUILT PROJECT N AS JOISTS ARE INSTALLED. 111953 2 1SHEET NAME: Y 2x4 BOTTOM CHORD 2 ' NAILER BY OTHERS NOTE: DETAILS N 2-1 Odx3"NAILS THROUGH NAILER AND INTO BOTTOM FLANGE,TYPICAL AT EACH JOIST CL N 2g 29 30 sHEE a '° '° 10 APPROVED FOR PRODUCTION SHT10 OF SHT1 1 THINK SAFETY - READ IN TALLATION NFDRMATION BEFORE PROCEEDING DO NOT SCALE Red-I TM, Red-145 T'^, Red-145L TM, Red-158 TM, Red-165 TM, Red-190 T°, Red-190H T'^, Red-190HS Tr^Red-L T^', Red-W TK'', Red-S TB^, Red-M TK'', Red-H TM, RedLam TM are tradmarks of RedBuilt, LLC. GRID ~ E GRID3 5�g SEE BEARING CLIP a--F 0 U DETAIL 19/10 M n I 3xNET CONT. 1�2'x JOIST DEPTH 70 SEE BEARING CLIP BLOCKING BY RB LEDGER BY RB DETAIL 20/10 %B'PLYWOOD TOP CAP BY RB 3xNET BLOCKING BY RB 2x10 BEVELED WEB STIFFENER BY RB 2x BLOCKING EACH SIDE OF I-JOIST 70 PLATE BY RB BY OTHERS O o O o. O 2x10 LEDGER AND 3x 10 04 10 BLOCKING BY OTHERS CONTINUOUS BRIDGING IF NO 70 a 2xNET BEARING N u OPENING REQUIRED L o PLATE BY RB L C o HANGER BY RB O SEE PLAN � co 0 2x10 STUD WALL NAIL BRIDGING TO LOAD W a TRANSFER BLOCK WITH 5-10dx3' LOAD TRANSFER BLOCK BY RB 0 0 m° a BEAM BY OTHERS, 0� 2x6 STUD WALL @SIM. CONDITION 4 0 0 31 2x 12 STUD WALL 32 33 34 j " BRIDGING ATTACHED TO LOAD TRANSFER BLOCK 11 REF.8/S7.00 REF.31/7.01, 54/S7.03 @ PIN: PREDRILL ++3000# ASD per plate ±3000# ASD per late LEDGER FOR TIGHT FIT ±3000# ASD per pl to @ 200% Ai ±3000# ASD per pl to p p TO THE TRUSS CHORD @ 200% 2x12 LEDGER BY @ 200% 36B 36B 36B OTHERS( REQ'D DUE @ 200% 2x12 LEDGER BY OTHERS, 36B „ TO HANGER NAILING) 1 '1 ATTACH MIN.TO TWO LOAD 11 TRANSFER BLOCKS(LTB) WITH (3)-10dx3" PER LTB AND ° + (12)-1 0dx3"INTO TRUSS CHORD, +1500# ASD T -----err----- _1500# ASD 4x8 BLOCKS AND - 4x8 BLOCKS AND -- --- r<- -- i 1 I LTB BY OTHERS,SEE @ 200% ±1500# ASD HANGERS BY OTHERS STAGGERED @ 200% ±1500# ASD HANGERS BY OTHERS if @ 200% 36A @ 200% 01/22/2020 36A 36A 2"OC STAGGERED 38A \g�F GIN FfFSSip KEEP ALL NAILS 6"MIN. FROM PIN 60801 PE r • i REF.22/57.01, 36/57.02 I I I II II 2x12 LEDGER ORE ii ii II ii ii InI II nII I u—_—_ I ��I BY OTHERS O'S9 s Y 11, I 0 II LOAD TRANSFER 77 �G Z � 36Aii ii II If 11 36A BLOCKS BY OTHERS, If 11 11 11 EXPIRES: 12/31/20 11II II II II 11 SEE - - FILLERS BY 11 11 11 1 11 39 OTHERS ii ii ❑° ii �� ii ii " II II II II 11 II II II II 11 n n n n n NOTE: ONLY ONE FALL RESTRAINT ASSUMED 35 36B TO ONLY ONSELOADED T AT MAASSUMED 3; 38B TO BE LOADED AT A TIME REF. 22, 23/7.01 REF. 22, 23/7.01 ONE SIDE ONLY @ 41 A 11 INSTALLATION NOTE: EACH lN2' NAILS BY RB METAL CROSS BRACING MAY NOT OCCUR AT EVERY J WEB STIFFENER BY RB EACH END TRUSS SPACE. SEE PLAN SHEET(S) FOR CROSS O BEAM BY OTHERS, SEE EACH SIDE OF I-JOIST BRACING LOCATIONS. O 2X(TRUSS CHORD WIDTH) WITH lY2'±x3" BEAM PLAN NOTCH BY CONTRACTOR. INSTALL DIRECTLY 7 OVER TRUSS BOTTOM CHORD PIN. U METAL CROSS N FIELD MEASURE TO 211 MIN. VERIFY A SNUG FIT " FROM PIN BRACING BY RB W Z A34 FRAMING ANCHOR J TO)/j-MAX GAP BY CONTRAC OR 5-1 Odxl/2 BY IRB LOCATION 5-16dx3Yz'NAILS CLINCHED BY OTHERS SPLICE NAILER TOGETHER WITH 3-10&3" 0 O NAILS EACH SIDE THROUGH 2x4x24" BLOCKF_ 5 Z � (12" ON EITHER SIDE OF SPLICE) 0 O O TIGHT W� Q F- 3"± 2x4 BRIDGING ROW. SEE PLAN FOR J Q LOCATION.SEE INSTALLATION SHEET O Q , U FOR ADDITION INFORMATION. 2x4 NAILER BY RB ATTACH TO TRUSS 3 1Yz"+ HANGER BY RB BOTTOM CHORD WITH 2-1 0dx3" MIN � r N O SEE PLAN CLIP INSTALLED BY RB 1 1-8&2Y2' NAIL, TOE NAILED EACH 21 21 SIDE OF TRUSS 0 0 01 aD o o \ p c1 0 0 DOUBLE CHORD LOAD TRANSFER BLOCK BY OTHERS i9 �� i i a? 6 L o 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 Q DOCUMENTS FOR HARDWARE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. o O M go HEADER CLIP BY RB o N -SEE I-JOIST INSTALLATION SHEET FOR WEB STIFFENER NAILING. 'i HEADER CLIP BY RB %a''x4Yz'BOLTS, NUTS, & - FOR BEAMS SUPPLIED BY OTHERS,SEE CONTRACT DOCUMENTS FOR SPECIFICATIONS AND OTHER 0 W (2) 2x10 HEADER BY OTHERS WASHERS BY RB INFORMATION NOT SHOWN HEREIN. E� o a 04 o ❑F ❑� ° CONTINUOUS FILLER BLOCKS BY OTHFOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC...TO JOISTS ORATTACH TIGHT TO FLANGE,STAGGETRUSSES, PLEASE SEE"SPRINKLER SYSTEM INSTALLATION GUIDELINES". IF ADDITIONALrn JOINTS, & BUTT TIGHT.ASSEMBLE DOU3 " - a PER CHART. 8�4 1' COPIES ARE REQUIRED, PLEASE CONTACT REDBUILT OR GO ONLINE TO: ¢ n. N J aJ http://www.redbuiIt.com/documents/RedBuilt_Sprinkler_Guide.pdf � TIGHT � ^ Lo M ^ 4t a 45 a- ACL DRAWN BY: SP DATE: 04/30/2019 / 11 3YB' O0 CL CL CHK'D BY: DATE: (2) Y4'x 4Yz' BOLTS, j lY8' o P NUTS & WASHERS BY 2x(NET HEIGHT) 111953 EDBUILT PROJECT# > SECTION A-A RB PER HEADER CLIP BLOCKING BY RB Y SIDE FRAMING DEPTH NO MORE SHEET NAME: O CONTINUOUS FILLER BY OTHERS OR DOUBLE JOIST KR 8Y RB > THAN DEPTH OF OUTSIDE FILLER + (2)2x4 PLATE BY OTHERS (2) 2x10 HEADER BY OTHERS 4 DETAILS t JOIST7 FASTENERS WOOD FILLER' JOIST FLANGE DEPTH SERIES (PER FILLER) A4 1z / 190 or 190H I2) I)'j"z 51-IMIN) 12d(0.131'k3'/i") 2ROWS®6"OC (2) 11 OR OSB aclo.lsrx2y�•7 43 44 45 SHEET# 165 1111)2"x IWL1 AND Ill�y'PWDOR OSB 2ROWS®s'OC „ " " APPROVED FOR PRODUCTION SHT1 1 OF SHT1 1 U •AT OUTSIDE FILLER USE IPIECE(1TMINIMUM LENGTH WRH6NAILSMIN) THINKSAFETY- READIN TALLATIONINF(,RMATIONBEFOREPROCEEDING I I D NOTS ALE Red-I TM, Red-145 TM, Red-145L TM, Red-158 TM, Red-165 TM, Red-190 TM, Red-190H TM, Red-190HS TM, Rei-L TM, Red-W TM, Red-S TM, Red-M TM, Red-H TM, RedLam TM are tradmarks of RedBuilt, LLC.