The URL can be used to link to this page

Plans (12) BUP2018 -00030 ( 1/3 ) (3jPaol 8 - o00 30 OFF ICE QQPV ATTENTION BUILDER s� �� `� RECEIVED IOPENinnaWEB TRUSS INSTALLATION INFORMATION Enclosed is IMPORTANT information on how to safely and UILT NOV 2 0 2018 properly install open-web trusses. Personal injury or death may Engineered Wood Products CITY OF TIGARD result from failure to read and follow this information. 13UILDING DIVISION 1❑ PRODUCT HANDLING 55 INSTALLATION BRACING ® NAILING OF SHEATHING TO TOP CHORD MEMBERS THIS NOT THIS WARNING Minimum Nail Spacing k Red-L"' Red-M'" RedLam-LVL - Without correctly Installed bracing, Maximum Nail Spacing Nail Type Nail Size Red-S"' Red-W'" Red-H'" Narrow Face ° trusses Can bow and roll over, - Widest spacing for nails in .113"x 2y2".131 4" 4" 2" 3" • — each chord member is 24" 8d<') causing death, serious personal x2y2" s" s" z" 3" injury, or property damage. oc Sheathing z p p Y g WARNING 10d 28"x 3" 6" s" 3" i .148"x 3" 6„ 6" 2y2" 4121 x, Nailing closer than 1 NOTICE �- i�-:r specified may cause the 12d .128"x 3Y4" 6" 6" 2" 3" . / p Y 3- .148"x 3y4" 6„ 6.. 2y2" 442j Installation bracing and procedures, chord to split as well as the safety of workers, are Chord .135"x3'2^ 6" 6" 2y2" 4 \ _ 16d .148"x 3/q 6" 6" 1 " 4,o(2) WARNING CAUTION the responsibility of the installer. The members 62"x 3y2" 8" 8" 242 8"t3) installer should make sure that this Workers should stayclear when cutting the banEinga:vo:0] DO NOT hit webs with forklift forks. Bent DO NOT stack buildin materials on (1) 14 gauge staples may be a direct substitute for 8dx2 1/2"(2Y2")nails if a minimum gDO NOT walk on the trusses until installation information is understood g Nailing pattern per plans and specifications. Nailossible in u from fl in bandin or to lin or dented webs must be re laced. trusses before all truss bearin s and spacing should never exceed 24"on-center in penetration ci g into the the Flange is maintained. p ry yg g pp p all truss bearings and bracing have b all persons involved in the truss g (2)Minimum spacing must be 5"for 4 rows of nails. g g Y p either chord member. Do not use nails smaller bracing have been permanently than Bdx2Yz"or larger than 16dx3Yz". (3)Spacing may be reduced to 5"where nail penetration does not exceed 13/e'. • Trusses will be delivered to the jobsite in bundles of twenty or fewer, banded together for handling and shipment. To avoid damage been permanently attached. Injury installation. attached. See section 7 9 • f more than one row of nails is used,offset rows at least%2'and stagger. they should be left in these bundles until they are ready to be installed in the structure. may result. Maintain 3/8'minimum edge distance. • Miscellaneous hardware such as bearing angles, lag screws, bolts and nails as required for each specific job will be 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. [g] STANDARD INSTALLATION DETAILS App�ved Plan., 5A Starting Bracing: Laterally braced end wall or beam 5B Starting Bracing - No laterally braced end wall or beam r• 2❑ PRODUCT STORAGE f Tigard 2x4 starter strut by contractor,with 1 Strut Bracino Row S acin By`y _. [)ate L j a.U.J Laterally braced end framing anchors supplied by Sheath and nail per project architect, Red-S'" 10'OCell THIS NOT THIS wall,beam ac ledger RedBuilt See section 5D. engineer, or local building code. See ed-L Red-M" Red-H 12'OC A 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 ' Installation bracing �� bottom of truss, each side of wall. truss similar g \_, Do not nail clip to wall. Distance"X" required, strut bracing ,.` 2-10dx3"nails supplied by Nate: Double chord Under Roof Under Floor each end RedBuiltTM'. See plan and �`N�`� truss similar Span "X" Span "X" section 5B for number of ' o rows required. See section Non-load 0'-20' 1/" 0'-20' /" Fit blocks to allow --�-- -� o 6 for truss alignment. bearing 20'-40' 2�" 20'-40' JY 4" for movement partition wall 2x4 blocks 1 e • � p 40'-60' 4" 40'-60' 2" (or multiple blocks)nailed to brace ` Distance"X"(gap between Distance ee Recommended Attachment for Non-load Beam,wall,or Red-S'"truss shown(typical). Installation bracing required,strut bracing supplied wall &truss) Non-load bearing (gap between o ledger support Details for other open-web trusses by RedBuiltTM. See plan and table above for number Bearing Partition partition wall wall &brace) (typical) similar. of rows required. See section 6 for truss alignment. • Always set truss bundles on stickers placed at the truss pin locations. 9B 9C 5C Intermediate Bracing Middle of ba 5D T Ical strut brace conditions Support member Note: Double chord ASplice O o p PRMIT Never store trusses flat or set trusses directly on the ground or in contact 9 Y YP y others truss similar with standing water. \� r / 10dx1Y2"nails supplied ON ONSTRUGTION • Cover truss bundles with paper wrap or canvas tarps to protect them - 2x4 starter strut by 2x4 with two by RedBuiltTM ON S ANn OTHEnR contractor,with framing 10dx3"nails at Roof strut bracing nt�8l-�ls� ttach to from the weather. Do not use plastic covers as they will cause moisture 9 9 anchors supplied by each truss,by attach to top of tt�rl�i` with to accumulate on the trusses. Prolonged exposure to the elements Damaged trusses must be RedBuiltTM contractor truss top chord �harms the appearance andstrength of the trusses. repaired or replaced Typ arnoor ossG(2)2x on edge by others RSLoad s annin a min. of 2 anel Typ at TYp at roof ( P 9 P(Maximum load and location points). Install one bolt above to ether with 3-10dx3"3� GENERAL INFORMATION Abbreviation Term end wall shall be in accordance with each bottom chord in to hold g AFP Approved for Production FF P nails each side through 2x4x24" block p pj a roved truss calculations 2x's in lace. (12"on either side of splice) AOR Architect of Record Sheath and nail erro ect PP PCL Centerline architect, engineer,orlocal • All nails specified in framingpackage to be "common" nails unless noted DBL Double for allowang ble Sling.ee section underside Typ at odd spacing import Detail for Loads Supported from p p g DL Dead Load for allowable nailing. of truss top Bottom Chord Nailer otherwise. Use proper size nails to fill all nail holes in bearing clips, bridging chord Bottom Chord p p 9 p 9 9 EOR Engineer of Record Installation bracing required,strut bracing supplied by clips, bracing, etc. FBO Framing by Others RedBuiltT". See plan and section 5B for number of rows FOC Face of Concrete required.See section 6 for truss alignment. FOS Face of Stud 90 J 9E • Do not scale drawings: written dimensions take precedence. GC General Contractor Note: Double / LL Live Load chord truss LSL Laminated Strand Lumber (Red-S-1 similar Field bend bridging • Manufacturer's responsibility is only for the design of the LVL Laminated Veneer Lumbers g OFA Out for F6—] INSTALLATION TOLERANCES PERMITTED cridginbefore nailing to RedBuiltT"^ products and not for any supporting structure or loads other than ow Open-Web Trusses by RedBuiltT" a k bridging row indicated herein. All materials shall be supplied by others, unless PLT Plate Overhang Tolerance at Bearing PSL Parallel Stranded Lumber TM specifically noted as "by RB" or "by RedBuiltTM" herein. RB RedBuiltTM Truss Chord Alignment Tolerance Vertical Alignment Tolerance (Red-S bearing shown) 1 „ Strongback bridging per 5-10dx1 2 y2 maximum - Strongback bridging nails by RB plan aPth approximate — _ per plan with - - -- approximate 12"lap — — — — 5-16dx3%2" nails, Clip installed clinched, by 1 " ® MATERIAL IDENTIFICATION ��, by RB others 5-10dx1/2 nails by RB 43/8"t Bottom chord of truss should /4"maximum overhang`for 1 To provide proper 5-t6dx3/2"nails,clinched, by others not be out of square with all truss bearing hardware A. ° � -_=- --- - A. Strut Bracing is tubular steel with flattened ends supplied with all open-web trusses performance,trusses 1 TM rM „ should not vary more than deck by more than/4"per `y2"maximum overhang for Red-M"'series Red-M & Red-H Strongback Bridging Red-LTM, Red-WTM and Red-STM Strongback Bridging (Simpson HRS 12 supplied for 12 OC systems). Strut bracing to be Installed as each y2"from a straight line 12"of truss depth(e.g.y2" trusses with Z-Clip or Pedestal bearing hardware No tab for single-chord trusses'' truss Is set. See sections 5A - 5D. for 24"deep truss) B. B. Plywood Edge Blockingis provided b RedBuiltTM on some projects and used forOFFICE COP X nailing sheathing edges . Edge blocking does not take the place of strut bracing F7—] STACKING MATERIAL RE3gF�WFp FOR and will not prevent trusses from bowing. Install edge blocking after strut bracing (installation bracing) is in place and immediately prior to laying sheathing. THIS NOT THIS CODE COMPLIANCE C. C. 2x4 Starter Struts supplied b contractor with framinganchors each end (shipped FIELD MODIFICATION ' DO NOT cut, drill or damage the chords or webs. \ ' loose) supplied by RedBuiltTMYFlatten speed prong and fold portion of vertical tab = — around end of 2x4. Attach with 6-8dx2%2"x1%2" nails each end. See sections 5A and • DO NOT remove steel p p ins or webs (even temporarily). OF TRUSSES 5D. �\ DO NOT make field modifications to trusses without written s D. CAUTION NOT PERMITTED approval of RedBuiltTM. - -- — - - D. Cross Bracing is provided for most bottom-bearing locations. Cross bracing to be Maximum of 3 installed as each truss is set. Contractor to bend ends prior to installation. sheets of RedBuiltTM Open-Web Truss Product Sections - Refer to plan for series and depth 10 feet of truss length. ❑❑ �0 WARNING For allowable holes and fasteners information DO NOT allow workers or materials on the trusses until all truss bearings 0 If you have questions or concerns: Single Single Double Double Double 9 &NIC please scan the QR code or use the link below y 1%2"x3%2" 1%2"x43/4" 1%2"x25/s' 1%2"x3%2" 1%2"x5%2" and bracing have been permanently attached. See section 5. to access page number 3 of sprinkler system Call your RedBuiltTM Representative Chord Chord Chord Chord Chord installation guide directly, or for general customer service call _ ❑❑ T I Red-IT",Red-145T'", Red-145Li°, Red-158T", Red-165T°, Red-190TM,Red-190HTM, Red-190HST", Red-L^", Red-WTM, Red-STM, Red-MT",Red-HT",Redl_amT , RedSpecT"'and /e5 Iltt www.redbuiIt.com/Imdg docs/RedBuilt% p2O$ rinkler% df ` / p20Guide. (866` 859-6757 Sheet 1 of 14 Red-L M Red-WTM Red-STM Red-MTM Red-HTM RedBuiltTM are trademarks of RedBuilt LLC p•// Rev 06/17 ATTENTION BUILDER kJOISTIINFORMATION Enclosed is IMPORTANT information on how to safely and properly 8V/LT install RedBuiltTM Joists. Personal injury or death may result from Engineered Wood Products failure to read and follow this information. Close1❑ PRODUCT HANDLING FLANGE AND BEAM NAILINGing Per RoW) Type size IJoststOnlJoistrSpacRedlamTM ® ALLOWABLE HOLES Nailing of Nail Nail 1 z Thick 1/"Thick sheathin g Flan e1z1 Flange(2X6) Narrow Face 8dx2 ,13"x2y2" 2" 4" 3" THIS NOT THIS Nailing pattern to be per contract drawings and Top of Flange 1/2"3' .131"x 2y2" 2" 4" 3" specifications. In addition, nail spacing shall .128"x3" 2" 4" 3" comply with the criteria listed. 10d .148•x 3" 3" 4" 4'I4) 1y2"knockouts at approximately 12" Grouped holes are permitted if the .128"x 3%4- 2" 4" 3" on-center available in most joist series. p p 12d t41 Minimum distance Joists may be oriented with knockouts group perimeter meets the Minimum distance 1y2"hole may be cut .148"x 3y• 3" 4" 4" y at top or bottom. anywhere from Table A requirements for square or round from Table B an here in web V .135•x 3 Y 3" 4" 4" holes outside of hatched Closest 16d .148"x34. 3" 4" 4't4t zone spacing .162"x3y2 4" 6" 8"t5) (1)If more than one row of nails is used,offset rows at least 2"and stagger. Maintain minimum edge distance. ❑ O Joist O 6^ Depth g•Joist attachment:For 1 8"thick flanges,attach with a (2)Sheathing must be nailed to the full length of the top(or compression)flange on the -- 1-joist with the maximum nail spacing as follows: l minimum of one 8dx21'Z"box nail,each side of Red-ITM joist IMPORTANT • 18"OC for I-joists with flange widths less than 2". 6" 6" 6" Do not cut holes DO NOT lift joists in g G 2 i u u DZ Lift joists from underside crit DO NOT lift joists b at bearing. Use tOdx3"box nails with 11/2"thick 24"OC for I-joists with flange widths greater than 2". �-` minimum 1 minimum larger than 7Y2- the Y 1 Y 3 Nailing closer than specified r the flat orientation flanges, 12dx3ya"box nails with 1/4"thick flanges (3)14-gauge staples may be a direct substitute for 8dx2%z"nails if a minimum (applies to all holes For rectangular holes, Lz (applies to all holes in cantilever DO NOT dump or drop from truck. top flange , may cause the flange to split. penetration of 1"into the flange is maintained. and 16dx3Yz"box nails with 2/2"thick y g p P 9 except knockouts) is the longest horizontal except knockouts) DO NOT cut,drill,or notch flanges flanges.Maintain 11/2"minimum end distance to minimize (4)Minimum spacing must be 5"for 4 rows of nails. or vertical measurement splitting. (5)Spacing may be reduced to 5"where nail penetration does not exceed 13/8". (6)For diaphragm nailing criteria see section 4.2.7 AWC SDPWS-2008. [_21 PRODUCT STORAGE Maximum diaphragm nail penetration for Red-145LTM and Red-ISSTMjoists is 1 THIS NOT THIS [-6] INSTALLATION BRACING Table A - End Support Table B - Intermediate or Cantilever Support Minimum distance from edge of hole to Minimum distance from edge of hole to inside face �\� F WARNING inside face of nearest end support of nearest intermediate or cantilever support Round Hole Size Round Hole Size Without correctly Installed bracing, Joists can buckle sideways or roll over, causing death, 2" 1 4" 1 6" 1 8" 1 10" 1 12" 1 14" 1 16" 18" 20" 2" 4" 6" 8" 1 10" 1 12" 1 14" 16" 18" 20" serious personal injury, or property damage. Joist Joist Square or Rectangular Hole Size Joist Joist Square or Rectangular Hole Size 0�4 Depth Series 1.25" 2.5" 4" 5" 6" 7" 8.5" 9.5" 10.5" 13" Depth Ser es 1.25" 2.5" 4" 5" 6" 7" 8.5" 9.5" 10.5" 13" NOTICE 145L/ 145 V-0" 2=6" 4-0• - - - - - - - 145L/145 1'-0" 2 6• 5=0• - - - - - - CAUT/ON Store and handle joistsInstallation bracing and procedures, as well as the 9y2' 158/165 V-6- 3-0" 5-0" - - - - - - - sy2" 158/165 1'$• 4:0. 6=6• Wrap is slippery in vertical orientation. safety of workers, are the responsibility of the Iso 2'-0" 3'$" 5=6" Iso 3'-0^ 5'-6" 8-0" _ — when wet or icy. Leave joists banded DO NOT walk on the joists until installer. The installer should make sure that this DO NOT stack building 145L/ 145 1'-0" 2'-0" 3=6• 5-0" - - - - 145L/145 V-0" 2-0• 4'0* 6'-60 - to ether until read to all joist bearings and bracing materials on unsheathed • Protect products from sun and water. g install. y DO NOT store joists permanently installation information is understood by all persons joists. Stack only over 117/8" 158/ 165 1'$" 3'-0• 4=6• 6 6• 11/8" 158/165 1'-0" 3'-0^ s-6• a 6" p 1 have been ermanentl attached. involved in the hist installation. - • Use support blocks at 10' on-center to in the flat orientation Injury may result. J beams or walls. Iso/HS 1'$" 3'$" 5'$" 7-0• Iso/IsoH 2'-0" a'$" 7'$" 10-0 keep products out of mud and water. IMPORTANT 4'(minimum)strip of sheathing(temporary or 190HS 2'-0" 4'-0" 6'$" - - - - - - - 190HS 3'-6' 6'-0" 9'-0" - - - - - - - permanent)if there is no braced end wall. If 145L/145 V-0" 2'-0" 3'-0" 4=00 6=00 - - 145L/145 1'-0" 1'-0" 3'-0" 5'00 7=6" - - - - - Strut lines must extend to braced end wall,beam or sheathing. permanent,fasten per plans and specifications. If temporary, 158/ 165 V-0" 2'$" 4'-0" 5=6" 8-0• - - 158/165 1'-0" V-6" 4'-0" 7-0" 10=6" Strut lines(1x4 minimum) p ry, use 8dx2 1/2"(0.113"0x2y2")nails at 14" 14" WARNING 12"OC. 190/190H V-0" 3'-0" 5'-0" 6'$" 9-0" - - 190/190H 1'-0" 3'$" 6'-0' 9'-0" 12=6" - - - - -• 6'on-center for joists with 13/4" WARNING Workers should stay clear when cutting the banding to avoid wide flanges Fill all nail holes with 190HS 2'-0" 4'-0" 6'-0" 8'-0" 190HS 4'-0" 6'-6" 9'-0" 11'$" - - - - • 8'on-center for outs with 2.3"& the proper nails • All blocking, hangers, rim boards, possible injury from flying banding or toppling joists. 2y"wide flanges and rim joists at the end supports of 145/165 ,'-0" V-6" 3'-0" 4'-0" 5'0" 8-0" 145/165 V-0" V-0" 2'-0" 4-0• 6=6. 10'-0" - - - - 2 / Stack building 1 pp • 10'on-center for joists with 3Y2" materials the 1-joists must be completely 16„ 158 VV V-6" TV 4'$" 61$• 9=6• - - - - 15 158 ,'-0" 1'-0" 2'-0" 4-0" 61-6" 10=0" - - - - wide flanges over walls or • - - - - ' - beams only installed and properly nailed. Iso/ 190H 1'-0" 2'-0" 4'-0" 6'-0" 8'$" 101-6 190/ 190H 1'-0" 1'-6" 4'-6" 8'-0" 11-0" 14=80 - - - Strut lines are required at all �� • 1-joist flanges must remain straight [-3] GENERAL INFORMATION bearing locations where joists 1 9 g 190HS 2'-0" 4'-0' 6'-0" 8'-0" 10'-0" - - - - - 190HS g'_0• gt0• g'$" „'$• ,4'_0• _ _ _ _ _ Abbreviation Term are not otherwise braced. AFP Approved for Production within %2°from true alignment. 145/165 1'-0" 1'-0" 2'$" 3'$" 4'$" 610' 9100 145/165 1'-0" 1'-0' 1'-0" 2'$" 5'0' 8'-0" 121-0• AOR Architect of Record Cantilever bracingmay be i • Sheathingmust be completely - - _ " CL Centerline Y " p y 18" 190/ 190H 1'-0" 1'-0" 2'$" 5'-0' 7'-0" 9'$' 12=6" 18" 190/ 190H 1'-0" 1'-0" 2'$" 5'$" 9'-0" 12'$' 17-0 - - - " DBL Double required. See plan. attached to each I joist before • All nails specified in framing package to be common" nails unless noted otherwise. 190HS 2'-0" 4'-0" 6'-0" 8'-0" Ill 12'-0" - - - - 190HS 2'$" 6$" 8'-0" 11'-0" 13'$" 16'-W DL Dead Load Ends of cantilevers must be _ additional loads can be placed on EOR Engineer of Record laterally stabilized with blocking, - 145/165 1'-0" TV 2'-0" Y-O" 4'-W 5'-0" 7-0" 10=6• - - 145/165 1'-0' 1'-0' 1'-0" 1'-0" 3'$" 6-0" 9=00 13=6• - - �, �� FBO Framing b Others bracing or rim joist the system. - • All joists not marked Precision End Trim (PET) on the material list may be sent up to g y g _ o ad (0.113"ext%2^) . Without bracing, buckling sideways 20" so/ IsoH r-0" 1'0" z'-o" a'-0" s'-0" 8'-0• ,r-0. 140• 20" 190/190H r o" 1'-0" r-0" 3'$• T-0. 10'$^ 1a'$" 19'60 FOC Face of Concrete 2'-0" longer than the length indicated on the material list. FOS Face of Stud I-joist blocking panel(or equal)required at each side nails minimum per joist 190HS 2'-0" 4'-0" 6'-0' 8'-0" 9'$" 11'$" 14'-0' 190HS 2'-0" 5'-0" T$' 10'$' 13'$' 16'-0" 19'$" GC General Contractor of 1-joist for lateral stability and to transfer wall load or rollover is highly probable under LL Live Load above(as occurs)to bearing wall below. See light construction loads like a worker 165 V-0" TV 1'$" 2'$" 3'$" 4'$" 5'$" T$" 11=6• - 165 V-0" 1'-0• l'-0• TV 2'-0" 4'$' T-W 10'-0" - • Do not scale drawings: written dimensions take precedence. LSL Laminated Strand Lumber plan/details for specific applications. Or stacked sheathing. 22" 190/ 190H V-0" 1'-0" V-0" 3'-0 -0" 5'-0" 7'-0" 9' " 12'$" 16=0• 90/190H', 22" 11'-0" 1'-0• T-6- 4'-0" 6'$" 9'$" 12'-0" 16'-0 LVL Laminated Veneer Lumber ' OFA Out for Approval Blocking attachment: Minimum 10dx3"nails at 12" 190HS 2'-0" 4'-W 6'-0" 8'-0" 9'$" 11'$' 13'$" 16'-0" 190HS 1'-0" 3'-0" 6'-0' 9'-0" 12'$" 15'$" Ill 22'-0" • Manufacturer's responsibility is only for the design of the RedBuiltTM products and not ow Open-Web Trusses by RedBuiltT" OC each side of 1-joist blocking panel.When used for any supporting structure or loads other than indicated herein. All materials shall be PLT Plate for shear transfer, nail to bearing plate with 165 V-0" 1'$" 2'$" 3'$" 4'-0" 5'-0" 6'-0• 7'$" 10=0• 165 V-0" 1'-0" V-6' 3'-0" 4'-6" 6'-0" 7'$" 10'-0' 13=6 PSL Parallel Stranded Lumber connections equivalent to sheathing nail schedule. 24"to190/ 190H 1'-0" 1'-0" 2'-0" 3'$" 5'-0 6'$" 8'$" 10'$" 14'$" 18 6• 24"to 190/ 190H 1'$" 3'-0" 4'$' 6'-0" T$ 9'-0" 11'-0" 14'-0" 18=6" supplied by others, unless specifically noted as "by RB" or "by RedBuiltTM" herein. RB RedBuiltTM 26" 26" " 190HS 2'-0" 4'-0" 6'-0" 7'-6" 9'$" 11'$" 1V-6" 15'-0" 18'-0" - 190HS V-6' 4'-0' 6'$" 9'-0" 1V-6" 14'-0" 1T-0" 20'-0" 23'-0" STANDARD INSTALLATION DETAILS 165 1'-0" 2'-0" 2'-6" T-6- 4'-0" 5'-0' 6'-0' TV 8'-0" 10'-6" 165 l'-0" ,'-0" ,'$" 3'-0• 4'$" 6'-0" 7'$" 9'-0' 11'-0' 13 6' ® WEB STIFFENER REQUIREMENTS • Web stiffener requirements vary 28"to 28 to - 32" 190/190H V-0" V-6- 2'$" 4'-0" 5'$" 6'-6' 8'-0" 9'$" 11'$" 14'-6' 32„ 190/190H V-6- 3'-0" 4'$" 6'-0" 7'-6" 9'-0" 11'-0" 12'$" 15'$" 18'-6" based on joist series and depth;; the *ea d truss clip by others Slotted truss clip by others J p y 190HS 2'-0" 3'$" 5'-0" 7'-0" 8'$" 10'-0" 12'-0" 13'$" 16'-0" 18'-6" 190HS 1'-0" 2'$" 4'$" 7'-0" 9'-6" 12'-0" 14'-6" 17'-0" 19'$" 21'$" are always required at bearing onide of I-joist. Do not Spacing of clips and blocks per EOR each side of 1-joist. Do not y q gp to wall. nail clip to wall. General Notes How to use Tables A and B *solid oad Transfer at JOISfS 2�"in depth or greater. Tables are based on maximum allowable uniform loads.Sold Italic cells Web Stiffener Size and Material Non-load bearing Distance"X" Non-load bearing— 1. Determine the hole shape and size. For rectangular holes,use the largest ncentrated Loads # See plan/details for requirements indicate 2000 Ib. 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 sizes. partition wall Under Roof Under Floor partition wall 9 Flange Web Stiffener Size Web Stiffener Material Red c ec k software or contact your RedBuiltTM technical representative if concentrated 2. Determine the typeRed-l� of joist series and depth. Width specific to the joists being used on Span "X^ Span "X" load check is required. 3. Determine the type of support on each side of the hole. If the Red-I TM joist is 3 5/8"X25/16"_ this project. 0'-20' 1y4" 0'-20' 3/4" • For other hole sizes,hole locations,or loads,use RedSpeCTM software or contact your continuous over a support, use both tables. Use Table A if the joist terminates at TM 1RedBwlt technical representative /4 Sheathing (with face grain vertical)that • 20'-40' 21 20'-40' 1Y4.. both supports. If web stiffeners are required at /z „ 1 „ � „ 5 „ meets the requirements of PS1 or PS2 locking by others. Holes may be located vertically anywhere in the web. Leave ya"of web(minimum)at 4. Find the table cell at the intersection of the Red-ITM joist and the hole. 2.3 , 2�2 �8 x2/16 hanger locations, they must bech to joists with 40'-60' 4" 40'-60' 2" top and bottom of hole.DO NOT cutjoist flanges. 5. The measurement shown is the minimum distance from the edge of the hole to the dx3"each side of Distance"X" inside face of the su rt. 1 Construction grade or better attached before placing joist in Recommended Attachment for Non-load • Knockouts are located in web at approximately 12"on-center;they do not affect hole PPo3/ 2X4 T,,, k(similar with (gap between 6. Maintain the minimum required distance from both supports. 2 Red-190HS Joists require LVL/LSL ng under post to Bearing Partitions placement. q PP transfer load around joist.Cut hanger. between wall&joist) 1-joist blocking) Q wall&joist) . Do not cut holes In cantilever without consulting your RedBuiltTM representative. 7. It is permissible to interpolate between hole sizes shown in the tables. blocks%6"longer than joist depth. NailingQuantities for Web Stiffener Attachment Load bearing wall or other concentrated load I-joist per plan A Framing nails-nails 9 per EOR specifications above(exceeding 1,500 lbs).See plan/details Red-45LTM &Red-14 Y58t3 &Red-I6BEtl & Red-190HTM190HSTM Joists Web Stiffeners at for specific requirements. y8•gap Suspended Concentrated Loads a mm y ( framing Attach 2x filler b others 12" ownor ' I-Joist Web stiffener both sides-must long by support braces as Braces RedBuiltTM Red-I® Product Sections Refer to plan for series and depth Depth 8dx2Y2"Nails 8dx2yz"Nails 16dx3Y2"Nails 16dx3YZNaiIs Within the Joist Span be ti?1Y2 ht against top flange. 1 member depth min.) shown in the to Fillers h to joist per chart. /8"gap min construction - _ = 1 " = 1 1 1 „ End or End or End or Nail through web into co 13 " 13 m 2 3M a 2/2 a 3/2' 3/p" = 3/p End Intermediate documents \ /4 \ /4 \ \ ,� \ \ $ ,�_ Intermediate Intermediate Intermediate Clinch filler by others(50#for A 'I`-- �`-+ N 9y2' 3 N/A N/A N/A N/A nails each 8dx2%2"nail) Filler NailingChart 2x filler by others(each side), 2x or 4x support member Specified Re 'd Filler Nails' 117/" 3 3 3 3 4 with hangers by others P q refer g "filler nails"section of 3 • 3 • 3 �� 7/16 7�6" 7/16' y2" g Framing Nails (each side) nailing chart for required /8 /8 /8 attached to filler. Locate Load 14" 3 5 3 3 6 2-10d(3") 2 nailing 11 support member 16" 3 6 4 4 6 Gap:yg"minimum 4-10d(3") 3 vertically as required. 6-1 Od 3" 5 Filler by others 18" 3 7 4 4 8 23/4"maximum ( ) y8"gap min y TM TM TM TM Ten Tm TM Note:Use this detail for loads exceeding 250 lbs. per 2-16d(3/2") 2 Red-145L Red-145 Red-158 Red-165 Red-190 Red-190H Red-190HS 20" 3 8 5 5 10 I-joist.A 250 Ib. load can be supported on each side of 4-16d(3y2") 3 Nails per"filler 22" N/A 9 6 11 10 the joist's bottom flange at 6-0"on center,provided6-16d(3y2") 5 1 nails"sectioncap the load is included in normal design loads. /8 gap miny For allowable holes and fasteners information 24" N/A 10 6 13 12 Filler nails shall be 16d sinker or of chart If ou have uestions or concerns: t Section A-A ,. please scan the QR code or use the link belowyq26" N/A 11 7 14 14 Web stiffeners y8"minimum Support Detail for Loads 12d common(0.148"0,3/4"long) TMza" N/A 12 8 15 14 must be tight 23/4" maximum Supported from I-joist Suspended Framing from I-joists ' to access page number 3 of sprinkler system Call your RedBuilt Representative against bottom —Snug fit - installation guide directly, or for general customer service call 30" N/A 13 8 17 16 flange Ic 32" N/A N/A 9 18 18 ty2"maximum (866 859-6757 Red-IT", Red-145T", Red-1451_ ", Red-158T", Red-165T", Red-190T", Red-190HT", Red-190HST", Red-LTM, Red-WTM, Red-STM, Red-MTM,Red-HT", Red LamTM, RedSpecT" and http://www.redbuiIt.com/images/docs/RedBuilt%2OSprinkler%20Guide.pdf \ Sheet 2 of 14 Web Stiffeners at Bearing Points RedBuiltTM are trademarks of RedBuilt LLC Rev 06117 GENERAL NOTES I$ LEGEND 251-711T 17'-V" 8'-4" 20'-4" 21'-4" q'-4" 17'-10" 7'-3" DESIGN CONSIDERATIONS 2 -ga BUILDING CODE: 2014 055C ED END OF START LAYOUT 2'-8" FLOOR DESIGN DI,D2,G2 TRUSS@ 2,4" OC LIVE LOADS: MORD HERE CLASSROOM LOAD: 40 PSF q CORRIDOR/ASSEMBLY LOAD: 100 PSF OO =STORAGE LOAD: 125 PSF - _ _ A _ O SHT - � - � - - - DEAD LOAD: 28 PSF n u ----- :111 1 11H11TFT1111111 DEFLECTION CRITERIA: u u LIVE LOAD DEFLECTION: 1-/600 PRODUCT TYPE CHART TOTAL LOAD DEFLECTION: 1-/360 SEE MATERIAL LIST FOR I IORE INFORI IATION - FOR ALL HANGING LOADS (TREADED ROD, PIPE, CEILING, ETC), REFER TO REDBUILT'S "SPRINKLER SYSTEM INSTALLATION GUIDE" @ " CALLOUT r IEI"1BER HTTP://HWW.REDBUILT.COM/REFERENCE/LITERATURE-AND-OTHER-RESOURCES " D11(28) - ----- v B 117/B' RED-165 JOIST 16 ++ ii 20 ° Ib N 24" RED-W TRUSS DRAWING NOTES t LEGEND 56.00 ii 56.01 ii � 56.00 G22" RED-L TRUSS TYP ii ii TYP - FOR TYPICAL NOTES, STANDARD DETAILS, AND ABBREVIATIONS, Co I _ _ SEE INSTALLATION COVER5HEET(S). c ii 9 4 q -43/4„ riTTT TYP ALL DIMENSIONS ARE FROM FACE-OF-SHEATHING, FACE-OF-STUD, „ I I I I I ii - l I I I I m FACE-OF-CONCRETE OR CENTER-OF COLUMN/BEAM OR WALL, 5'-10" - GL GL GLIB=. z 6LB- - - UNLESS OTHERWISE NOTED FOS Hangers X - DENOTES CONTINUOUS HANGER TYPE. ~ 7\,121L'' 9I I - XX## PRODUCT CALLOUT AND QUANTITY ON PLAN. 8 Nailing - Web Stiffeners n n B1(14) Imo_ / — B1(l0) n Quantity Type Model Modifications Note XX - STRUCTURAL MEMBER TYPE CALLOUT U_ 13 �! I Co p #tt - QUANTITY OF STRUCTURAL MEMBERS IN BAY o i 'u� 10 To Face Member Regyired „ „ = 1 1 � � 1 Q Iq4 I ITS2.56/11.88 4-IOd 2-I0d - 1,2 GLJ—•— CO R _ 8 00 y FOS 1 62 3 MIT311.88 4-I0d 4-I0d 2-NIO ✓ - J F I .;. _ 2 5 MIT311.88-2 4-NIO 4-N10 2-N10 ✓ - I -JOIST NOTES I LEGEND 5 Al 5 V i o • BM o 12 - NOTES: - ALL I-JOISTS WILL BE SENT LONG TO BE FIELD TRIMMED Q 2'-2" 1L Br ij + ITYP_ I I I m I. TYPICAL JOIST HANGER, UNLE55 NOTED OTHERWISE ON PLANS. UNLESS MARKED "PET" ON MATERIAL LIST. ["(DRAG)- - -{ - - 2. USE IOdx1)'2' NAILS WHEN ATTACHING TO OPEN WEB TRUSSES OR „ - -�- I - - I-JOIST HEADERS. ___ 6 � - REFER TO CURRENT SIMPSON STRONG TIE® LITERATURE FOR HANGER OPEN-WEB NOTES I LEGEND —� + 1 �— SPECIFIC INSTALLATION INSTRUCTIONS. N I I I 23 -115 " I� �8 - 2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS CIOQ 0 I I I - WEB STIFFENERS IF REQUIRED MUST BE ATTACHED BEFORE PLACING INSTALLATION. SEE INSTALLATION COVERSHEET, SECTION 5D. s I —� II J0I5T IN HANGER. — ++ — ++ — ++ —� D2(14) o - - CONTINUOUS ROW OF METAL STRUT BRACING BY RB, ++ REQUIRED FOR LATERAL SUPPORT DURING TRUSS N INSTALLATION. SEE INSTALLATION COVERSHEET, SECTION 5D. I ------ ------1,14 q 10 6 - CONTINUOUS ROW OF 2x4 (@ 16" O/C) AND 2x6 (@ 24" O/C) - - - - - -+ - - - - - '_= BRIDGING BY RB, SEE INSTALLATION COVERSHEET, SECTION q. v RED END OF j m E � _D3-D6 TRUSS _____ _______ _ ________ ______ Q ---�-- REVIEWED ❑ REVISE AND RESUBMIT CHORDS HERE � 26 ❑ REJECTED ❑ FURNISH AS CORRECTED 0 KEY NOTES M - 2" GLB �-- 4x12 —,1 - - ,- " GLe=:_ , - - - - - - - Corrections or comments made on the shop drawings during this T_ —'' — ' (DRAG) I— — — }(DRAG)- -(0— — — — (DRAG) FOS w I, MEDICAL LIFT TRACK, 660 LBS @ SUPPORT v review do not relieve contractor from compliance with 1 I n 27 10 4'-0" � requirements of the drawings and specifications. This check is 0 i I o\ o I On only for review of general conformance with the design concept --- - ---- 3 + i �� G2(10) _� 0 N of the project and general compliance with the information given o 12 + in the contract documents. This contractor is responsible for = B403) —»I ; 5 ; — " ++ �— ++ -� — ++ ° 0 o p ------ __ 1 _ / confirming and correlating all quantities and dimensions; N 11 14 sIMCo IF I - selecting fabrication processes and techniques of construction; 12 1 I + + + _ __--=_ --- -�---- coordinating his work with that of all other trades; and performing 3 3 I 13 I � v I I 2 I + his work in a safe and satisfactory manner. - I�I + + + � + FROELICH ENGINEERS, INC. - - - - - - - - - - - - i - - - 3 6403) + + + FO.SHTG DATE: 11-19-2018 BY: YSP FIELD LOCATE q 131(7) 5 I + 1 TRUSS @ OPENINGS 1 _ 3 + + + - TYP yl I TYPE "B2" JOIST. r G1(6) 14 III CUT (1) JOIST TO FIT --- -- _ EA. SIDE OF OPENING JI 62(141) I III 8 E4. c 4x 12 III 4 (DRAG)CUT (� F - � - - — - - - - - - - FO.SN G 1 O START LAYOUT _�_-�" a 6! D PROJECT ASSUMPTIONS LI 8 ALL MISCELLANEOUS ITEMS (SPRINKLER LINES SOFFITS DUCTWORK Q m ELECTRICAL CONDUITS ETC.) ARE ASSUMED TO BE INCLUDED IN THE F UNIFORM DESIGN DEAD LOAD SHOWN, UNLE55 SPECIFICALLY SHOWN ( G - - - - - —� - - - - - - - - - IF " G N -------------------------- - KEY PLAN OTHERWISE ON THESE SHOP DRAWINGS. ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED MATCH THIS SHE .}. TO FIT BETWEEN REGULAR ON-CENTER SPACING AS SHOWNUNLE55 LINE SHEET 4 of ,14 — 44O SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS, O�V 2ND FLOOR - SECTOR A Q� FRAMING LOCATION PLAN Q O PEOPROfFs Q P o Q G ` � ��S��GINFF9S/o� � EJCIO-IO-IS AS APPROVED i+�/�� 60801 PE BY I DATE REMARKS Engineered Wood Products SCALE yg"=1'-O" OVV Digitally signed by Christine O V N,RE Richey Date:2D,6.,,.,6 TEPLETON ELEI"IENTARY SCHOOL N1Ea`G��` I"I09:03:54-08'00' TIGARD, OR. 2ND FLOOR - SECTOR A DRAWN DATE CHECKED DATE ORDER # ____1HEET Red-145T"', Red-165T"', Red-190T , Red-190H"", Red-190HS'"', Red-!_", Red-Wm Red-ST"', Red-MTM, Red-H"",RedLam"'are trademarks of RedBuilt. THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING EXPIRES: 12/31/18 EJC 6-01 - 18 10423 F35 OF 14 GENERAL NOTES LEGEND DESIGN CONSIDERATIONS BUILDING CODE: 2014 OSSC w ) 7 8 8.�) q 10 0.5 I I 12 FLOOR DESIGN 8'-4" 20'-4" 21'-4" 9'-4" 17'-10" 7'-3" 5'-7" 22'-6" LIVE LOADS: CLASSROOM LOAD: 40 PSF BM C WALL WALL 1 1 CORRIDOR/ASSEMBLY LOAD: 100 PSF RED END OF =STORAGE LOAD: 125 PSF DIA,D15 TRUSS CHORD TOWARDS DEAD LOAD: 28 PSF 26'-0" GRID 12 DEFLECTION MATCH SHEET 3 f 14 _ _ _ _ — — — = LIVE CRITERIA: LOAD DEFLECTION: L/600 TOTAL LOAD DEFLECTION: 1-/360 LINE THIS SNET U " GLB F05 - G - FOR ALL HANGING LOADS (TREADED ROD, PIPE, CEILING, ETC), REFER TO REDBUILT'5 "SPRINKLER SYSTEM INSTALLATION GUIDE" @ HTTP://WWW.REDBUILT.COM/REFERENCE/LITERATURE-AND-OTHER-RESOURCES n I B9(5) + I I in 312 GLB (@ 24" OC) !; —,�— g PRODUCT TYPE CHART I I „ I _�— a SEE MATERIAL LIST FOR MORE INFORMATION sM8 1 d I � SM 1CALLOUT MEMBER DRAWING NOTES I LEGEND j ili U �o =a B 117/5" RED-165 JOIST - FOR TYPICAL NOTES, STANDARD DETAILS, AND ABBREVIATIONS, -�--- 6 _ FIELD LOCATE I , CSD ;g= �I— `o24" RED-W TRUSS SEE INSTALLATION COVER5HEET(S). = TRUSS @ OPENINGS<� N o TYPE "132" JOIST. 5 + �i —�I— "� G 22" RED-L TRUSS - ALL DIMENSIONS ARE FROM FACE-OF-SHEATHING, FACE-OF-STUD, m GUT (I) JOIST TO FIT I B3( ) 1 FACE-OF-CONCRETE OR CENTER-OF COLUMN/BEAM OR WALL, 6 EA. SIDE OF OPENING I (@ 24" OC) —�I 9 UNLESS OTHERWISE NOTED 12 TYPi, ------------------------ ---- 6 yPEN, �„- � (##) - PRODUCT CALLOUT AND QUANTITY ON PLAN. 20- ------ J I m "XX" - STRUCTURAL MEMBER TYPE CALLOUT `D 3y2° GLB B7(5) �— �`— —�— "tttt" - QUANTITY OF STRUCTURAL MEMBERS IN BAY m 0 24" or-) 0— I I T `— Han ers X - DENOTES CONTINUOUS HANGER TYPE. J 110 + r _��- �, —� Nailing IL 05 J 9 IN + I Web Stiffeners 3 I I I -2 I— D P -In.— O _y Quantity Type Model To Face Member Modifications ed Note pp p Required I-JOIST NOTES LEGEND _- - - -' (DRAG) - - - - -a- (DR �)- -� DAG - - - - - - 144 I IT52.56/II.88 4-IOd 2-IOd - 1,2 - ALL I-JOISTS WILL BE SENT LONG TO BE FIELD TRIMMED 20 6 LBV2.56/11.88 6-NIO 4-NIO 2-NIO SLU5 ✓ - UNLESS MARKED "PET" ON MATERIAL LIST. O I I m— I b ► —+ IF 20 7 LBV2.56/11.88 6-NIO 4-NIO 2-NIO SLD5 V,NI ~ I ----- qb1 ^ h—. I + �— NOTES: —1 6 OPEN-WEB NOTES I LEGEND rn I h— I I I —. 2 SOFFlT 1. TYPICAL JOIST HANGER, UNLESS NOTED OTHERWISE ON PLANS. 10 T " I I TYP 12 CONNECTION = - 1 �I— �� 2. USE IOdxIY2' NAILS WHEN ATTACHING TO OPEN WEB TRUSSES OR O o - 2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS D12 IS I-JOIST HEADERS. INSTALLATION. SEE INSTALLATION COVERSHEET, SECTION 5D. ++ 0 12 REFER TO CURRENT SIMP50N STRONG TIE@ LITERATURE FOR HANGER — ++ — ++ — ++ —� G11(3) —�— SPECIFIC INSTALLATION INSTRUCTIONS. - CONTINUOUS ROW OF METAL STRUT BRACING BY RB, 3y2" GLB + 0 REQUIRED FOR LATERAL SUPPORT DURING TRUSS I6 0 . _ WEB STIFFENERS IF REQUIRED MUST BE ATTACHED BEFORE PLACING INSTALLATION. SEE INSTALLATION COVERSHEET, SECTION 5D. -- JOIST IN HANGER. m 10, 33% 11 12 ------ ------ 56.00 2 I - TYP �- ______ 1 I —.� — I +I I - CONTINUOUS ROW OF 2x4 (@ 16" O/C) AND 2x6 (@ 24" O/C) Co 16 m' 10 TYP i BRIDGING BY RB, SEE INSTALLATION COVERSHEET, SECTION 9. i ( -�_ I I I I CA — I— I—I—1.11 L —I—) ,,.� - �7_— '� 0 _ . 31'2° GLB. — . rl^ - I I m +i I �c�._. j +I (DRAG) UI O 01 ter— o _ KEY NOTES — " `s I6 81(10) 12 I I I 1 56.00 1. STAGGER TRUSSES @ BEARINGS LESS THAN 5Yz" WIDE. - - - +— I I 13 1 I Q '1 UU � I —1_ I 1 iii 1 J �I ' j r-- O�`� E BM FOS TYP MAINTAIN MINIMUM ON-CENTER SPACING. r— Cfl - - 6�a" GLS _ RED END OF FO 14 m N D718,9 4 G4,G4G TRUSS CHORD �ff81(9) TOWARDS GRID 10 1 � Q — ^ GL — — — 512" GLB- " GLB- —t- — — " GLB — — — REVIEWED El REVISE AND RESUBMIT ca V I I I I I I n - I ( I I ( nl I I I I I I ❑ REJECTED ❑ FURNISH AS CORRECTED Corrections or comments made on the shop drawings during this 12 �___-- I review do not relieve contractor from compliance with _ TYP I6 requirements of the drawings and specifications. This check is only for review of general conformance with the design concept D10(0) „ I TYP of the project and general compliance with the information given -- in the contract documents. This contractor is responsible for ++ - ++ confirming and correlating all quantities and dimensions; " 2 SOFFIT selecting fabrication processes and techniques of construction; I CONNECTION coordinating his work with that of all other trades; and performing C A his work in a safe and satisfactory manner. ----- - ---- FROELICH ENGINEERS, INC. DATE: 11-19-2018 BY: YSP FO.SHTG 9 D PROJECT ASSUMPTIONS MATCH THIS SHEET _ _ 12 _ _ J - ALL MISCELLANEOUS ITEMS (SPRINKLER LINES, SOFFITS, DUCTWORK, LINE SHEET 5 of 14 RED END OF ELECTRICAL CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE START LAYOUT DIO TRUSS CHORD UNIFORM DESIGN DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN @ 24" OC TOWARDS GRID M KEY PLAN OTHERWISE ON THESE SHOP DRAWINGS. 30'-7y2" 29'-Ily2" - ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED TO FIT BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS WALL SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. QQPEO PROFFS 2ND FLOOR- SECTOR B Q` iris BG0tPE9s/O 0 EJCIO-10-18 AS APPROVED BUILT OB Digitally signed by Christine L BY DATE REMARKS Engineered Wood Products FRAMING LOCATION PLAN GRichey �� 64ORE&? Date: 2018.11.16TEl"IPLETON ELEf"iENTART SCHOOL SCALE }�8"=1'-O" a09:03:31-08'00'NER�' TIGARD, OR. 2ND FLOOR - SECTOR B EXPIRES: 12/31/18 1 DRAWN I DATE CHECKEDDATE ORDER tt SHEET Red-145T"', Red-165T , Red-190T , Red-190HT , Red-190HS* , Red-!_", Red-W^"Red-STM,Red-M , Red-H"", Redl_amT are trademarks of RedBullt. EJC G-01 - 18 1 06 4 2 3 4 OF 14 THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING GENERAL NOTES LEGEND MATCH THIS SHEET LINE SHEET 4 of 14 17'-1oy2" 261-011 DESIGN CONSIDERATIONS BUILDING CODE: 2014 OSSC lq _8 WALL WALL BM 16 H Qi 00 TYP N FLOOR DESIGN _ _ _ _ _ _ FOS = LIVE LOADS: P PRODUCT TYPE CHART 1 CLASSROOM LOAD: 0 PSF CORRIDOR/ASSEMBLY LOAD: 100 PSF SEE MATERIAL LIST FOR MORE INFORMATION STORAGE LOAD: 125 PSF g nLAYOUT SKEWED 3Yp � • _ I I �_ CALLOUT MEMBER DEAD LOAD: 28 PSF II / ~ @ 24" OC BEARINGS 4 / I i i I I I I r� I B 7 n RED-165 JOIST OPEN I iii I I II II N e DEFLECTION CRITERIA: II 3 10 I # I � + 1 l� " LIVE LOAD DEFLECTION: L/600 1 t 24 RED-W TRUSS c� f I TOTAL LOAD DEFLECTION: 1-/360 0� I 0 li I —��" .- N G 22" RED-L TRUSS FIELD LOCATE 13 m \TRUSS @OPENINGS i ;I; I o I— - FOR ALL HANGING LOADS (TREADED ROD, PIPE, CEILING, ETC), REFER TO � ITREDBUILT 5 SPRINKLER SYSTEM INSTALLATION GUIDE @ G5(5) _ G3D �� HTTP://WWW.REDBUILT.CQM/REFERENCE/LITERATURE-AND-OTHER-RESOURCES `t� TYPE "B2" JOIST. C4 +—r1 Q/CUT (1) JOIST TO FIT + 1 iO EA. SIDE OF OPENING 1 O � IF Q� 5a 5t 5c II I \6'-5y4" opE angers X - DENOTES CONTINUOUS HANGER TYPE. DRAWING NOTES LEGEND 3 f 2 D19D 0 Nailing I►--- 0— q Web Stiffeners yI B9 ^ ... . .- -T - ^ GL - -• - - D19 Quantity Type Model Modifications Note - FOR TYPICAL NOTES, STANDARD DETAILS, AND ABBREVIATIONS, 8 111 7 It— p SEE INSTALLATION COVERSHEET(S). q To Face Member Regyired Qr 1 (oIiAG) O TYP —� —di 176 1 ITS2.56/11.88 4-10d 2-I0d - 12 rn m = — I;i T I � Cfl _ - ALL DIMENSIONS ARE FROM FACE-OF-SHEATHING, FACE-OF-STUD, 3 m 511 I„ 0 + I —�_ to 13 2 MIT311.88 4-10d 2-I0d 2-NIO - FACE-OF-CONCRETE OR CENTER-OF COLUMN/BEAM OR WALL, 2 1'12 'I"- - _�" GLB, - I �Q 4x12 - " GLB _ _ _ _ _ 1 50 LBV2.56/11.88 6-I0d 4-I0d 2-NIO 5KL22 ✓ - UNLESS OTHERWISE NOTED i, _ m-� . _ uu — "— — _ (DRAG) — - - (DRAG) (DRAG) I 5b LBV2.56/11.88 6-I0d 4-I0d 2-HIO SKL44 ✓ - m - H114 m O- - - �� XX(##) - PRODUCT CALLOUT AND QUANTITY ON PLAN. �j= �_ I 5c LBV2.56/11.88 6-I0d 4-10d 2-NIO SKL62 ✓ c�V—� q mN I OD 6 I' — q 6 LBV2.56/II.88 6-HIO 4-HIO 2-HIO SLU5 ✓ _ "XX" - STRUCTURAL MEMBER TYPE CALLOUT - 00 _ "Zktt" - QUANTITY OF STRUCTURAL MEMBERS IN BAY � ------ ~— q 7 LBV2.56/11.88 6-NIO 4-HIO 2-NIO SLD5 ✓ - 10 ~ �- 2 SOFFIT NOTES: RED END OF ----- D13c15) I 9 CONNECTI 1. TYPICAL JOIST HANGER, UNLESS NOTED OTHERWISE ON PLANS. I-JOIST NOTES I LEGEND D13 TRUSS CHORD TOWARDS GRID M ++ __ ` ---- —� +— rt'+ ----- 2. USE 10dxlYz NAILS WHEN ATTACHING TO OPEN WEB TRUSSES OR ALL I-JOISTS WILL BE SENT LONG TO BE FIELD TRIMMED ti 2' —' I-JOIST HEADERS. UNLESS MARKED "PET" ON MATERIAL LIST. N < - TYP `_ - REFER TO CURRENT SIMPSON STRONG TIE® LITERATURE FOR HANGER +-- v— SPECIFIC INSTALLATION INSTRUCTIONS. In ~ ______ I— I I I c OPEN-WEB NOTES It LEGEND —� --- - �' I I + I - WEB STIFFENERS IF REQUIRED MUST BE ATTACHED BEFORE PLACING O 6 T P 1 6, xI i + i m JOIST IN HANGER. q I I I 4V4 =� -3 _0111I f I - 2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS 1 I I INSTALLATION. SEE INSTALLATION COVERSHEET, SECTION 5D. _ GLB- t, ++ — ++ — ++ —� ° — — — — _00 _ Vii" GLB_ .l (DRAG - CONTINUOUS ROW OF METAL STRUT BRACING BY RB, I I I I I, ~ o_ RED END OF REQUIRED FOR LATERAL SUPPORT DURING TRUSS 62(10) b + I -2'- - ^� D14 t DI5 TRUSS 0 REVIEWED ❑ REVISE AND RESUBMIT INSTALLATION. SEE INSTALLATION COVERSHEET, SECTION 5D. 6 -�_ 1 m CHORD TOWARDS El REJECTED El FURNISH AS CORRECTED ______ ______ Q 4xIN 2 1 U^U- kv� I g ��` S AI s GRID 14 Corrections or comments made on the shopdrawings during this 3 O " g g - CONTINUOUS ROW OF 2x4 (@ 16" O/C) AND 2x6 (@ 24" O/C) m N �- VW2" review do not relieve contractor from compliance with BRIDGING BY RB, SEE INSTALLATION COVERSHEET, SECTION ol. 14 requirements of the drawings and specifications. This check is In P `�—rl►- onl for review of eneral conformance with the desi n conce t B1(Io) Y 9 9 P 1(10) —*I'- - J of the project and general compliance with the information given I11JJ RED END OF in the contract documents. This contractor is responsible for GLB- — — — ' GL G •— GLB- — DIG;17118, Iq, 19G confirming and correlating all II G3 G3G TRUSS CHORD _ 9 g quantities and dimensions; K EY NOTES ( � 0 TOWARDS 63/4" GLB's selecting fabrication processes and techniques of construction; TYP ------ ii ii 6 m N coordinating his work with that of all other trades; and performing I. STAGGER TRUSSES @ BEARINGS LESS THAN 5Y2' WIDE. his work in a safe and satisfactory manner. MAINTAIN MINIMUM ON-CENTER SPACING. -� II II � - ii P v ° - FROELICH ENGINEERS, INC. P � DATE: I I-19-2018 BY: YSP `r' ----- D11(30) ++ ii -rf--- ii I6 I ii " SOFFIT S6.00 _ n CONNECTION TYP 9 n II u i r LLL II n - -� I I f I �- II I I u II II � 11 II II FO,SHTG Np I LL q DIIRTRUSSDCHORD A START LAYOUT ' @ 24" OG z TOWARDS GRID Q U1 2'-7"Q O 30'-8" 30'-8" 4 2q'-0" ' D - PROJECT ASSUMPTIONS 10 ALL MISCELLANEOUS ITEMS (SPRINKLER LINES, SOFFITS, DUCTWORK, ELECTRICAL CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE KEY PLAN UNIFORM DESIGN DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED O TO FIT BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. 0� 2ND FLOOR - SECTOR B QQ �,EGIN0 N FRAI"L I NG LOCATION PLAN P 0 Q� �y��'6 01P�9s/O � EJ 10-10-18 AS APPROVED ` �U/LT _J1 60801 E n. ` Digitally signed by Christine BY DATE REMARKS Engineered Wood Products SCALE Y8"=1'-0" Q�OQ r,y9/S Richey LN Date: 18.11. y1l, 09:02:17-08'00' TE " PLETON ELEMENTARY SCHOOL TINE TIGARD, OR. 2ND FLOOR - SECTOR B EXPIRES: 12/31/18 DRAWN DATE JCAEcKED DATE ORDER # SHEET Red-1451I'l, Red4651"', Red-190'"1, Red-19011TM, Red-190HSTM, Red-LTM, Red-Il Red-STM, Red-MTM, Red-HTM, RedLal are trademarks of RedBullt. EJC (o-01 - 15 10G 4 2 3 5 OF 14 THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING GENERAL NOTES I$ LEGEND 8 8.� I0 0. II 20'-4" 21'-4" 9'-4" 17'-10" 7'-3" 5'-7" PRODUCT TYPE CHART DESIGN CONSIDERATIONS W RED END OF SEE I"IATERIAL LIST FOR MORE INFORMATION BUILDING CODE: 2014 OS5C REVIEWED El REVISE AND RESUBMIT TRUSS CHORD CALLOUT r lEI"IBER ROOF DESIGN Q TOWARD GRID q I SNOW LOAD: 25 PSF 0 ❑ REJECTED ❑ FURNISH AS CORRECTED N N 2 A 14" RED-165 JOIST DEAD LOAD: 20 PSF Corrections or comments made on the shop drawings during thisC14 B II'ie' RED-165 JOIST review do not relieve contractor from compliance with -_ NET WIND UPLIFT: (ASD @ 160%) -10 PSF OS FO.SNTG 30" RED-L TRUSS requirements of the drawings and specifications. This check is � I E -_ DEFLECTION CRITERIA: only for review of general conformance with the design conceptF 2e" RED-L TRUSS LIVE LOAD DEFLECTION: L/240 �, I �, I I - ,____ _____ of the project and general compliance with the information given -= 1 ____ TOTAL LOAD DEFLECTION: L/240 I nl I I G 22" RED-L TRUSS in the contract documents. This contractor is responsible for I + + III II + + I confirming and correlating all quantities and dimensions; 1 + + ' i'I o 2 I + + I RA 1314 x117/g' L5L HEADER (THIRD PARTY) 1 l I1 1/2:12 I selecting fabrication processes and techniques of construction; } I 1/2:12 I I - FOR ALL HANGING LOADS (TREADED ROD, PIPE, CEILING, ETC), 11 '1 i nP Il I REFER TO REDBUILT'S "SPRINKLER SYSTEM INSTALLATION GUIDE" coordinating his work with that of all other trades; and perrorming 0 _ @ HTTP://WWW.REDBUILT.COM/REFERENCE/ his work in a safe and satisfactory manner. FD ILL -FD 19 Q LITERATURE-AND-OTHER-RESOURCES FROELICH ENGINEERS, INC. li CLEAR SPAN IS THE HORIZONTAL c1/ DISTANCE BETWEEN THE INSIDE DATE: 11-19-2018 BY: YSP FD FD FACE OF BEARING SURFACES. ADDITIONAL LOADING I I 32 2 I + I, I + SNOW DRIFT MAGNITUDE IN PSF 0 I + I'I I i' + + I (IN ADDITION TO 15 PSF FLAT ROOF SNOW LOAD) I o I �� I I _ r FRAMING BY OTHERS Oen-Web Skewed BearingBlock o Quantity Type Description Note X'-XX" - SNOW DRIFT LENGTH START LAYOUT N 12 E 44" long 2x6 - for 32"oc RED-L - @ 45" - - - - - - - - - - - - -1- d I F 60" ion 2x4 - for 48"oc RED-L - - - �- - � _ _ � _ _'� I1 9 - 19 - �-I . - - -I- r -•- - - •-• -.-• - - / _ 6 F 44" long 2x4 - for 32"oc RED-L - ® ® - MECHANICAL LOADING IN LBS. 0 , — Ir. _._._ ._._. _. a—. m xxxtt II - - - - - - - - 2 F13-14 60" long 2x6 - for 48"oc RED-L 6 I ' - '-' -'- 4 G 60" long 2x4 - for 48"oc RED-L - 2 /, DRAWING NOTES LEGEND 23.25 - - - - - - - - ----4 x12 '. .IL_. _ ._. I _ , �,�I'—.. ...� � f-' / 20 Fos - FOR TYPICAL NOTES, STANDARD DETAILS, AND ABBREVIATIONS, -- — ------ -- — \ II II _ _ _ 0' _ — _ 3 x - - . - . -. - . -. - . - - . -• - -• 2 -4/(6 = SEE INSTALLATION COVERSHEET(S). o II SIM 20 - G13(5) �F 0 9 1 II m 9 1 13 I -- – - AL DIMENSIONS ARE FROM FACE-OF-SHEATHING, FACE-OF-STUD Qi B12(2 cuT FROM 1) I 2 ORCENTER-OFCOLUMN/BEAM OR WALL UNLESS OTHERWISE NOTED 2'-0" 11 u — w LAYOUT 6 I JI / _14 __ _ _ rn XX(##) - PRODUCT CALLOUT AND QUANTITY ON PLAN. " O ' 2" 1 I� - - - Ii- - a r/- - m ff GIS - 32 #tt - QUANTITY RAL MEMBER OF STRUCTURALCALLOUT MEMBERSIN BAY @ 32 OG I IM I 10'-0" I 9' II t'Y u_ 1 < II 3� r 3 i 2 -2 I 6 LL I I \. 10 -0 w 2'-II" - Hangers X - DENOTES CONTINUOUS HANGER TYPE. = � II 6 21 — ++ — + ++ -� _ _. II / 23.25 Nailing I-JOIST NOTES LEGEND '� 6'-83 " - =<<- - Off. / Web Stiffeners F1( )T N r> v LL �8 �> Ag 4g. 1 __ --- -- __ Quantity Type Model Modifications Note LL LL LL " \_ 2 To Face Member Required P ALL I-JOISTS WILL BE SENT LONG TO BE FIELD TRIMMED 0 3 I I_ _ _ II + G21(5) ++ S7 6 18 11 ITS2.56/11.88 4-IOd 2-IOd 2-NIO ✓ I UNLESS MARKED PET ON MATERIAL LIST. MlP ? N 9 I / I �-163/4, G • . ;- . -, I �` i - - -� --- -- N 4 4 MIU2.56/11 - 20-I0d 2-HIO ✓ _ Tye - I TI . - - - - - —'-- 4 6 LBV2.56/14 6-I0d 4-I0d 2-NIO SLU2 NetH=10.5 ✓ - - - - �I=� / - . _ _. OUT 3 -� o NT m ++ — + ++ I' 2 ; 9 " 2 q 7 MIT311.88 4-HIO 2-N10 2-NIO ✓ - 0 OPEN-WEB NOTES $ LEGEND ------ -I -==-='r-a ---------- =------- 1 ° = @ `� H p 8 9 LSSUH310 - 18-Ibd 12-HIO ✓ 2 c i 32�. � �� ,: E11 B 2(3 cur FROM 1) _� ; _ 1 10 -0 O - NOTES: - 2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS D - -- - - ---- 21 - - 1. HANGER FOR B TYPE I-JOIST @ WALL/BEAMS INSTALLATION. SEE INSTALLATION COVERSHEET SECTION 5D. Q 2'-0" I �I 1 IO,-0r ' _ _ FO. TG 2. HANGER FOR "B" TYPE -JOIST @SKEWED BEAMS - ++ — ++ — ++ -� 3 , I IM 1 II I k21 - CONTINUOUS ROW OF METAL STRUT BRACING BY RB ' / -I�- 13 - - - -4x� II -J_-TY 4 _0W - REFER TO CURRENT SIMPSON STRONG TIE® LITERATURE FOR HANGER LAYOUT E8DR '-'-' - - r= 23.25 U SPECIFIC INSTALLATION INSTRUCTIONS. REQUIRED FOR LATERAL SUPPORT DURING TRUSS @ �" OG C4 EgD� i �--- - -- - �- _ ��J' _ i, ---- ---- tL INSTALLATION. -SEE INSTALLATION COVERSHEET, SECTION 5D. C%JGLB - WEB STIFFENERS IF REQUIRED MUST BE ATTACHED BEFORE PLACING o I N 23.25 m / E E7dL ,I I I 2 2'- �. -' Q o JOI5T IN HANGER. O ;- ;____- , " f - CONTINUOUS ROW OF 2x6 BRIDGING BY RB SEE INSTALLATION 6 u 38 i1 - 8'-3" - - - o ii G Q(5) 3 -OY2 Q N - COVERSHEE SECTION q t) 32 + _ i I E6 1, o n 2 (yu- c0 T, Q3 ro G I E5 f--------- -- 2 ! 1 _�--- -----_ N RED END OF _ + 1 E4 ' I I 0 KEY NOTES TRUSS CHORD ( _ _ _ _ _ 7 + _ 4w, 1. CENTER FALL ANCHORS BETWEEN OPEN-WEB TOWARD GRID E ; SIM @ I E3 - - I- - - - - FosuTG TRUSSES. SEE CONTRACT DOCUMENTS AND _ m 20DETAIL 3 FOR MORE INFORMATION A1(4) + LB @GLB I YPE 'E' E248" OC J + 2. ALL SKEWED BEAMS TO BE SET lY" LOWER FOR m o 1 -. e 2x12 FRAMING 0 - 1/�� I I 1/2:12 1 °Qr° BY OTHERS OPEN-WEB SKEWED BEARING BLOCKS, RE: 38 I Ir- I - - + Gu - - + I + I m in EL V Q 3. CONNECT FLAT BEARING BLOCK TO WALL WITH O_ I A34 TOP 4 BOTTOM, ADD BLOCKING BETWEEN `' E1D ` / m p STUDS AS REQUIRED. A �\J RED END OF I`1 U uu '— � TRUSS CHORD 13 F 8 1 D O I j O TOWARD GRID 6 N 57.00 I J 8'-Oy4" '�- D in I PROJECT ASSUMPTIONS 35'-I" ° 14'-10" 7 a - ALL MISCELLANEOUS ITEMS (SPRINKLER LINES, SOFFITS, DUCTWORK, Q ELECTRICAL CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE - - - H UNIFORM DE51GN DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN 1, ;._T - - - 83/4" GLB _ _ " GL g — FO.S TG KEY PLAN OTHERWISE ON THESE SHOP DRAWINGS. ALL OPENINGS HATCHES, DUCTWORK, SKYLIGHTS, ETC. ARE ASSUMED MATCH -� THIS SHEET - - - - - - - - - � ' _` ( ) LINE SHEET 8 of 1 14 —� 0 TO FIT BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. ROOF — SECTOR A QQ�oo`' ,e ��GNFss% EJ II-12-13 ASI — I3—REV N FRAMING LOCATION PLAN Q► ocF �� F9 zL EJC10-Iq-IS AS APPROVED ` BUILT BOBOtPE Digitally signed by Christine BY DATE REMARKS Engineered Wood Products LL ,kREOY Richey 09:02: 018.11.' TES"IPLETON ELEI"IENTARY SCHOOL 09:02:00-08'00'R��'� TIGARD, OR. ROOF - SECTOR A EXPIRES: 12/31/18 DRAWN I DATE CHECKED DATE ORDER # I SHEET Red-145'"'1 Red-165TM,Red490TM, Red-190HTM, Red4901[STM,Red-LTM, Red-WTM Red-STM, Red-MTM, Red-H",Redi amTM are trademarks of RedBullt. EJC (o-01 - 18 1 0 G 4 2 3 G OF 14 THINK SAFETY - READ INSTALLATION INFORI"IATION BEFORE PROCEEDING LAYOUT GENERAL NOTES LEGEND @ 32" OC O 13 PRODUCT TYPE CHART DESIGN CONSIDERATIONS Fo.SHTG - BUILDING CODE: 2014 OSSC SEE 1`1 ERIAL LIST FOR I`1ORE INFORI"1ATION 32 CALLOUT 1"lE1"E3ER ROOF DESIGN SNOW LOAD: 25 PSF Di o A 14" RED-165 JOIST DEAD LOAD: 20 PSF 33.5 0Ell I E 30" RED-L TRUSS NET WIND UPLIFT: (ASD @ 160%) -10 PSF T F 28" RED-L TRUSS DEFLECTION CRITERIA: + _ + I I ^ LIVE LOAD DEFLECTION: L/240 V 22 RED-L TRUSS TOTAL LOAD DEFLECTION: L/240 I 1 i - FOR ALL HANGING LOADS (TREADED ROD, PIPE, CEILING, ETC), E14(13) I REFER TO REDBUILT'S "SPRINKLER SYSTEM INSTALLATION — - - - GUIDE" @HTTP://WWW.REDBUILT.COM/REFERENCE/ UJ w N w w CLEAR SPAN IS THE HORIZONTAL LITERATURE-AND-OTHER-RESOURCES DISTANCE BETWEEN THE INSIDE + -� - ++ _" FACE OF BEARING SURFACES. ADDITIONAL LOADING - - - X - - SNOW 9 32 32 1 I XX (IN DDITTIOINTTOMAGNITUDE FLAT ROOF SNOW LOAD) 31 Hangers (X) - DENOTES CONTINUOUS HANGER TYPE. X'-XX" - SNOW DRIFT LENGTH F- l- Nlr --RIDGE-- — — �q' G� — _ Nailing F05HTG. Quantity Type Model Modifications Web Stiffeners Note ® - MECHANICAL LOADING IN LBS. Top Face Member Regyired XXX# 23.25 4 4 I IIU2.56/II - 20-lod I 2-HIO ✓co - --- + � _4�>Z< REFER TO CURRENT SIMPSON STRONG TIE@ LITERATURE FOR HANGER r' LAYOUT G31(11) I SPECIFIC INSTALLATION INSTRUCTIONS, DRAWING NOTES I LEGEND @ 48" OC I I < - WEB STIFFENERS IF REQUIRED MUST BE ATTACHED BEFORE PLACING - FOR TYPICAL NOTES, STANDARD DETAILS, AND ABBREVIATIONS, 3 JOIST IN HANGER. SEE INSTALLATION COVERSHEET(S). G - - - -- - - - - ALL DIMENSIONS ARE FROM FACE-OF-SHEATHING, FACE-OF-STUD Igl iSIMI I I I I I I I I OR CENTER-OF COLUMN/BEAM OR WALL, UNLESS OTHERWISE NOTED 23.25 I XX(##) - PRODUCT CALLOUT AND QUANTITY ON PLAN. C14`O - I "XX" - STRUCTURAL MEMBER TYPE CALLOUT " "##" - QUANTITY OF STRUCTURAL MEMBERS IN BAY c0 (.�—� - II MI =_____ I PREVIEWED ❑ REVISE AND RESUBMIT I -JOIST NOTES $ LEGEND lot-o" iI I ❑ REJECTED ❑ FURNISH AS CORRECTED - ALL I-JOISTS WILL BE SENT LONG TO BE FIELD TRIMMED m Corrections or comments made on the shop drawings during this UNLESS MARKED "PET" ON MATERIAL LIST. 32T ] review do not relieve contractor from compliance with 131 1 11 I requirements of the drawings and specifications. This check is 6x10 HEADER ( I only for review of general conformance with the design concept OPEN-WEB NOTES LEGEND 10'-0"- -- ------------ -- --- - --------------- --------__ __==== of the project and general compliance with the information given -- GLB BY OTHERS I In the contract documents. This contractor IS responsible for - 2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS + i confirming and correlating all quantities and dimensions; INSTALLATION. SEE INSTALLATION COVERSHEET, SECTION 5D. I i 4 13 _ SHEET_6_of 14 MATCH selecting fabrication processes and techniques of construction; — ++ — ++ — ++ 12 THIS SHEET LINE coordinating his work with that of all other trades; and performing - CONTINUOUS ROW OF METAL STRUT BRACING BY RB his work In a safe and satisfactory manner. REQUIRED FOR LATERAL SUPPORT DURING TRUSS t r INSTALLATION. SEE INSTALLATION COVERSHEET SECTION 5D. FROELICH ENGINEERS, INC. ______ 1 N DATE: 11- 19-2018 BY: YSP - CONTINUOUS ROW OF 2 BRIDGING RIDGING BY RB, SEE INSTALLATION I - COVERSHEET, SECTION cl. I A2(7) m (@ 48" OC) 0 l i LJ „ I l l KEY NOTES L.—. _ — . I. CENTER FALL ANCHORS BETWEEN OPEN-WEB TRUSSES. SEE CONTRACT DOCUMENTS AND Fo.sHTGLI 4 8 DETAIL 36 FOR MORE INFORMATION 12 13 F RED END OF 19 p In TRUSS CHORD U_ (3) SPACES ° TOWARD GRID J L@ 32" OC 0 z t(2) SPACES @ 24" OC 48'-0" 17'-8" 8'-4" C A D B ROOF - SECTOR A PROJECT ASSUMPTIONS N - ALL MISCELLANEOUS ITEMS (SPRINKLER LINES, SOFFITS, DUCTWORK, FRAI"1 I NG LOCATION PLAN ELECTRICAL CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE KEY PLAN UNIFORM DESIGN DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. - ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED 0 TO FIT BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS P� SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. QQ�C��S r6O8 N�FFSS�o0 EJCII-12-18 ASI - I3-REV1PE9 L EJC I0-19-18 AS APPROVED i+U,LT. GO Digitally signed by Christine 0 E3 DATE REMARKS Engineered Wood Products ` NEf Richey Date: 2018.11.16TEI"IPLETON ELE1"IENTARY SCHOOL 1, 09:01:45-08'00'NER�C' TIGARD, OR. ROOF - SECTOR A EXPIRES: 12/31/18 DRAWN I DATE ICHECKED DATE ORDER ItSHEET Red-145T"', Red-165T"', Red-190TM, Red-190HTM, Red-190HSTM', Red-LTM, Red-WT"' Red-STM, Red-MT'", Red-HTM', RedLamTM are trademarks of RedBuilt. EJC 6-01 - 1B 1064237 7 OF 14 THINK SAFETY - READ INSTALLATION INFORI"IATION BEFORE PROCEEDING RED END OF PRODUCT TYPE CHART GENERAL NOTES t LEGEND TRUSS CHORD SEE MATERIAL LIST FOR MORE INFORMATION DESIGN CONSIDERATIONS TOWARD GRID 10 CALLOUT MEMBER BUILDING CODE: Zola ossc 117/8" RED-165 JOIST (10 0. I I 12 B ROOF DE51GN n " n 32" RED-L TRUSS SNOW LOAD: 25PSFZL S'-4" 20'-4" 21'-411 9 -4 17'-10" 71-311 ( 5 -7 22 -6 Ci BM WALL WALL E - DEAD LOAD: 20 PSF /GLB It, 30" RED-L TRUSS 26'-0" F 28" RED-L TRUSS NET WIND UPLIFT: (ASD @ 160%) -ID PSF DEFLECTION CRITERIA: 22" RED-L TRUSS LIVE AD N: L1240 57 00 RA12 87 00 13 LAYOUT I3/4"x117/e' LSL HEADER (THIRD PARTY) 14 2 TOTALOLOAD DEFLECOTION: L/240 MATCH SHEET of 14 + _ I _ _ _ _ -� 32" , LINE THIS 5 VET cA - FOR ALL HANGING LOADS TREADED ROD, PIPE, CEILING, ETC), „ FO.SNTG ( ) FOS is GL G REFER TO REDBUILT'S "SPRINKLER SYSTEM INSTALLATION 32 ' !!ji CLEAR SPAN IS THE HORIZONTAL GUIDE" @ HTTP://k4WW.REDBUILT.COM/REFERENCE/ DISTANCE BETWEEN THE INSIDE LITERATURE-AND-OTHER-RESOURCES I n I } m N 1 o FACE OF BEARING SURFACES. + I " � 5 ADDITIONAL LOADING m m 11 I + I I o ++ Oen-Web Skewed Bearing Block Q—� XX - SNOW DRIFT MAGNITUDE IN P5F Lo D I I N I M } G33S , W W 1 Quantity Type Description Note (IN ADDITION TO 15 PSF FLAT ROOF SNOW LOAD) I O N 1 (7 + 1 �� 2 C 74" long 2x6 - for 48"oc RED-L - „ + I I ap _ „ X -XX - SNOW DRIFT LENGTH 6 I I 1 m G33S E15clo� 6 6 E 44 long 2x4 - for 32 oc RED-L - �J 1 20 _ m m 4 E19-22 44" long 2x6 - for 32"oc RED-L IM N m 2 F 60" long 2x4 - for 48"oc RED-L - ® ® - MECHANICAL LOADING IN LBS. I I Tom+ - ++ 2 I F17 60" long 2x6 - for 48"oc RED-L - XXX# I 1 I --- --____fr ----------- - ___-_-- _= 57.00 2 G 60" long 2x4 - for 46"oc RED-L --- -- T - ---- --- 7 b I - 32 I G 44" long 2x4 - for 32"oc RED-L - START LAYOUT I DRAWING NOTES I LEGEND @ 32" OG I a I 2 " GLB �— — .w" GLe- - - - -o 13 3 RED END OF "E15" 30'-6" 10'-O" Q TRUSS CHORD - L, GLB — — • — — 5 " GLB— - -� I I t o TOWARD WALL - FOR TYPICAL NOTES, STANDARD DETAILS, AND ABBREVIATIONS, N 20 �' S�Z^ GLB HI SEE INSTALLATION COVERSHEET(S). Q O � .• 3 uI „ -I I - I I -I - r ALL DIMENSIONS ARE FROM FACE-OF-SHEATHING, FACE-OF-STUD G OR CENTER-OF COLUMN/BEAM OR WALL, UNLESS OTHERWISE NOTED 3 1 I I I I I I I I ► I I I I I I � I I I III 1 I I I I -- __ I -- 33.5 REVIEWED ❑ REVISE AND RESUBMIT XX(##) - PRODUCT CALLOUT AND QUANTITY ON PLAN. -- „ to I =-------- -- - -- -- ❑ El_ --_ - REJECTED FURNISH AS CORRECTED "XX" - STRUCTURAL MEMBER TYPE CALLOUT 335 I o j I o I I ++ m Corrections or comments made on the shop drawings during this "##" - QUANTITY OF STRUCTURAL MEMBERS IN BAY I II ! m ! ! II ! E 15c5� = �_ review do not relieve contractor from compliance with Ib I o ° 91"2Uj N o� requirements of the drawings and specifications. This check is + I I N 6 only for review of general conformance with the design concept GLB— — E16�5� j II GLB B +SERs I I �, - N of the project and general compliance with the information given I -JOIST NOTES f LEGEND -�—m - �W—tb - - - - -� - - 1 �/ - - ++ - In the contract documents. This contractor is responsible for _ ALL I-JOISTS WILL BE SENT LONG TO BE FIELD TRIMMED I I confirming and correlating all quantities and dimensions; UNLESS MARKED "PET" ON MATERIAL LIST. W W II J. — j_ -- -- --- - selecting fabrication processes and techniques of construction; III k I II I coordinating his work with that of all other trades; and performing 16 I 1 . ....L IICID ++ FROELICH ENGINEERS, INC. - -f��_______ < I ./ - 2x4 STARTER STRUT BY OTHERS REQUIRED DURING TRUSS - - -- - DATE: 11-19-2018 BY: YSP 7 " INSTALLATION. SEE INSTALLATION COVERSNEET SECTION 5D. 21 THIS SHEET — ++ — ++ — ++ —� J.8 Ig x I _ _ 0 SHEET 5 of 14 L II - CONTINUOUS ROW OF METAL STRUT BRACING BY RB - - - �— SIM REQUIRED RALSULOTDURING TRUSS 2 Q INSTALLATION. SEE INSTALLATIONSECTION 5D. �_ " I I I _ 91 K Fos —'I —•I 14 GLB-- I — a d-- �_� `n -- -- ------� (8) SPACES GOVT. LAYOUT I m 32 v - CONTINUOUS ROW OF 2x6 BRIDGING BY RB, SEE INSTALLATION LLI @ 32" OC@ �" �0 i 1 8 - COVERSHEET, SECTION 9. — -- tL II I O cv N 9 �1 I ��7 1 Han er$ X - DENOTES CONTINUOUS HANGER TYPE. 31 „ I Els Nailing O KEY NOTES 11 00 / ° + ' �' Quantity Type Model Modifications Web Stiffeners Note 57.Oo + ++ — + I F+ -LL + I Egg Top Face Member Required I. CENTER FALL ANCHORS BETWEEN OPEN-WEB TRUSSES. SEE CONTRACT DOCUMENTS AND co 00Lu w co co T ryii LL I 1=24 I 6 II IT52.56/11.88 4-HIO 2-HIO 2-HIO ✓ I DETAIL FOR MORE INFORMATION w w w u`7 `� , 0711 E „ 20 0 3 13 LBV2.56/11.88 6-NIO 4-NIO 2-NIO SL02 SKL45 ✓ 3 DETAIL* �o = u 3 M n 13 m m ii 9 „ I 2 I Q 10 7 MIT311.88 4-HIO 4-N10 2-HIO ✓ - Q2. ALL SKEWED BEAMS TO BE SET 1}'2" LOWER FOR 614 I 1 1/2:12 1 5 9 LSSUH310 18-16d 12-NIO ✓ 2 OPEN-WEB SKEWED BEARING BLOCKS, RE: 38 II ii P NOTES: = E23D I. HANGER FOR "B" TYPE I-JOIST @ WALL/BEAMS 3. CONNECT FLAT BEARING BLOCK TO WALL WITH 335 1 2. HANGER FOR "B" TYPE I-JOIST @ SKEWED BEAMS A34 TOP E BOTTOM, ADD BLOCKING BETWEEN 6 � G3 ° _= E23D 3. HANGER FOR "B" TYPE I-JOIST @SKEWED WIDE FLANGE BEAMS A STUDS AS REQUIRED. 00 I I v I F— l� C45 ; I+, N * I - REFER TO CURRENT SIMPSON STRONG TIE@ LITERATURE FOR 11 W >_ (V HANGER SPECIFIC INSTALLATION INSTRUCTIONS. II I I QQ m WEB STIFFENERS IF REQUIRED MUST BE ATTACHED BEFORE / A II II vi G35 --IQ " PLACING JOIST IN HANGER. r; D FO.SHTG O U F05 o PROJECT ASSUMPTIONS MATCH THIS SHEET 19 I O 2 , I - ALL MISCELLANEOUS ITEMS (SPRINKLER LINES, SOFFITS, DUCTWORK, LINE SHEET 9 of 14 13 3 N >- 57.00 ELECTRICAL CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE KEY PLAN UNIFORM DESIGN DEAD LOAD SHOWN, UNLE55 SPECIFICALLY SHOWN RED END OF 11'-10" 8'-6" ® OTHERWISE ON THESE SHOP DRAWINGS. ALL OPENINGS HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED TRU55 CHORD C BM Q TO FIT BETWEEN REGULAR ON-CENTER SPACING AS SHOWN UNLESS TOWARDS GRID M `_ SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. 301-7y2 11 2q'-1lye" WALLPRO EJCII-12-18 O �F° ,��,�� NFF9s�o EJCIO-19-18 ASI APPROVED �U,LT ROOF - SECTOR 8 Q`Q o 4 �dG60801PE FRAMING LOCATION PLAN GO� Digitally signed by Christine 0 BY DATE REMARKS Engineered Wood Products Richey Date:2018.11.16 TEMPLETON ELEMENTARY SCHOOL SCALE ya =1'-0n NIR 09:01:31-08'00' NEp\ TIGARD, OR. ROOF - SECTOR B EXPIRES: 12/31/18 DRAWN DATE CHECKED DATE ORDER # SHEET Red-145^",Red-165T ,Red-190" , Red-190HTM, Red-190HS"", Red-LT"', Red-W TM Red-Sm, Red-M'"',Red-H"",Redt am^ are trademarks of RedSullt. EJC G-01 - 13 1 0 G 42 3 8 OF 14 THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING Q 5'-35/16 3 q -r' 0 � GENERAL NOTES LEGEND 5 _ Q3 YP_ r _ _ _ _ SHEET_8_of 14 MATGH� u FOS -7 BM THIS SHEET LINE DESIGN CONSIDERATIONS DBL' SDR WALL 17'_11" 35'-4" PRODUCT TYPE CHART i r+< BUILDING CODE: 2014 OSSC 23 O` WALL 2 = b SEE I IATERIAL LIST FOR I IORE INFORi IATION 38 / ROOF DESIGN SIM C5DL 14 / 3 FOS a 57.00 O F CALLOUT NENBER SNOW LOAD: 25 PSF DBL --DR K i B IIS/e' RED-165 JOIST DEAD LOAD: 20 PSF 3/8:12 ey _0 `L .o I guj� C 32" RED-L TRUSS NET WIND UPLIFT: (ASD @ 160%) -10 PSF 4p I IoDBL C6DL I + I O - + + 1 O - E 30" RED-L TRU55 DEFLECTION CRITERIA: =n I C6DR 23.25 I + I Q Co = C8D + I } m LIVE LOAD DEFLECTION: L/240 +- B 22 _-�� I 1 I J C4, I g (& F 28" RED-L TRUSS TOTAL LOAD DEFLECTION: L/240 \ / 37 y 43 1 21 I C8D I Iq I �j 22" RED-L TRUSS rin� W U ^ � 13 I 13 - - FOR ALL HANGING LOADS (TREADED ROD, PIPE, CEILING, ETC), D G40 Q O 14 �� TYP O I U I REFER TO REDBUILT'S "SPRINKLER SYSTEM INSTALLATION 01:0 - 4 / " 2 - v� LO I I CLEAR SPAN IS THE HORIZONTAL GUIDE @ HTTP://WWW.REDBUILT.CON/REFERENCE/ 11 ^ 1 1'1 1/2:12 I DISTANCE BETWEEN THE INSIDE LITERATURE-AND-OTHER-RESOURCES ++ v FACE OF BEARING SURFACES. 13 --- Lo ------ - _ I m ADDITIONAL LOADING Ln 21 a N ' C9 1 - / 13 / 33 BM g'_p7/8n WALL 1 I /4 XX - SNOW DRIFT MAGNITUDE IN PSF 6 (IN ADDITION TO 15 PSF FLAT ROOF SNOW LOAD) T_ _J I / 11 14 I + S �3 _ _ _ „ PLT I ; _ _ I_ 2 + : _� D O en-Web Skewed Bearin Block Q B12 (7) SPACES 6'-O" U_ Quantity Type Description Note X'-XX" - SNOW DRIFT LENGTH =cA m , n L m - 8 C 44" long 2x4 - for 32"oc RED-L m Q 4 -65/ 11 813 @ 48 OC - " GLB- 5 - -m- -4xir I ^ _ Q i FBO I I J— I (� Q 1 Cq 44" long 2x6 - for 32"oc RED-L 6 FOS 3 I 52 _ 2'_p5/8 8 CxDL/R 80" tong 2x6 - for 48"oc RED-L - XXX# MECHANICAL LOADING IN LBS. = I I RED END OF 5 E 44" long 2x4 - for 32"oc RED-L - - - \ 37 --- -- F - - -+- - - j - - l DII TRUSS CHORD 2 E32-33 44" long 2x6 - for 32"oc RED-L - =Q 2 -8 2 I 1 TOWARDS GRID M o 20 1 I 2 F 60" long 2x4 - for 48"oc RED-L - 33.5 13 i 33.5 A B10 j 4 F22-35/36 60" long 2x6 - for 48"oc RED-L - DRAI^iING NOTES LEGEND �� + �- 31 14 F40-44 60" long 2x6 - for 46"oc RED-L ___ -- \ C17 - FOR TYPICAL NOTES, STANDARD DETAILS, AND ABBREVIATIONS, LAYOUT u - -- --- 0n w w M \ Q ern 37 4 G 60" long 2x4 - for 48"oc RED-L - SEE INSTALLATION COVERSHEET(S). @ 32" OC m w \ r o o rn 8 G3q/44-4ciS/51 76" long 2x6 - for 48"oc RED-L - ++ - 33.5 w -__ _-__-- / + M `°'' LL - ALL DIMENSIONS ARE FROM FACE-OF-SHEATHING, FACE-OF-STUD, v N LL LL 2 FACE-OF-CONCRETE OR CENTER-OF COLUMN/BEAM OR WALL, B 6 a LL - UNLESS OTHERWISE NOTED _� 4 57.00 O w � M ALL-_ \ cn LL II II E30(0 W Cl) m W �— u + XX(##) - PRODUCT CALLOUT AND QUANTITY ON PLAN. 0 0 - �� GLB - - - _ -- - _ v "XX" - STRUCTURAL MEMBER TYPE CALLOUT M O M N DS / \ rn 21 "##" - QUANTITY OF STRUCTURAL MEMBERS IN BAY W ++ —�I ++ �v / B13 F` 11 1 13 LAYOUT 3'-0" n X - DENOTES CONTINUOUS HANGER TYPE. 9 9 B 12( @ 48 OC 11 Hangers B12 F37 \ 4 CUT FROM 2) Quantity Type Model Nailing Modifications Web Stiffeners Note I -JOIST NOTES t LEGEND II FO.SHTG Top Face Member Required 57.00 I / D 4 „ cc - ALL I-JOISTS WILL BE SENT LONG TO BE FIELD TRIMMED „ F36 x 2325 1q 0 Iq 11 T52.56/11.88 4-NIO 2-NI0 2-NIO ✓ I UNLESS MARKED "PET" ON MATERIAL LIST. i I ii v ? ___ ____17� _ _ 13 `9 4 13 LBV2.56/11.88 6-NIp 4-NIp 2-NIO SLD2 SKL45 ✓ 3 F35 ` G56(b� —� o N I7 q LSSUH3I0 - 18-I6d 12-NIO V, 2 9 / , — — 'r . — 0 CD OPEN-WEB NOTES i LEGEND 2 \ LAYOUT �, / . cv NOTES:HANGER FOR "B" TYPE I-JOIST @ WALL/BEAMS - NO MORE THAN 40 TRUSSES PER BAY ARE TO BE @ 4511 m 8131— F34 FO.SNTG 2. HANGER FOR "B" TYPE I-JOIST @ SKEWED BEAMS INSTALLED BEFORE TOP CHORD SHEATHING 15 REQUIRED. X3. HANGER FOR "B" TYPE I-JOIST @SKEWED WIDE FLANGE BEAMS � 31 LL - / + 31 } F34 + O I3 LAYOUT 2'-S"' „ - 2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS I I 4. USE 10dxl)'2 NAILS WHEN ATTACHING TO OPEN WEB TRUSSES OR LL 37 I @ 48" OG _ -JOIST HEADERS. INSTALLATION. SEE INSTALLATION COVERSHEET, SECTION 5D. cci ++ F3 — ++ — ++ — ++ —� LL eta I N - REFER TO CURRENT SIMPSON STRONG TIE@ LITERATURE FOR HANGER - CONTINUOUS ROW OF METAL STRUT BRACING BY RB, / - SPECIFIC INSTALLATION INSTRUCTIONS. REQUIRED FOR LATERAL SUPPORT DURING TRUSS F30 INSTALLATION. SEE INSTALLATION COVERSHEET, SECTION 5D. WE STIFFENERS IF REQUIRED MUST BE ATTACHED BEFORE PLACING ------ ------ /' 1 1/2:12 _ JOIST IN HANGER. - m 3 2 F29 P - CONTINUOUS ROW OF 2x6 BRIDGING BY RB, SEE INSTALLATION / 21 Iq 13 COVERSHEET, SECTION q. co F28DR 13 E 0 F28DL -F27D O KEY NOTES / I + + i I + + I 1. CENTER FALL ANCHORS BETWEEN OPEN-WEB TRUSSES. F27D = F27DI x SEE CONTRACT DOCUMENTS AND DETAIL 3(_ FOR 38 I I MORE INFORMATION �Q 14 co I 'T Iq F27 �p 13 Q 2. ALL SKEWED BEAMS TO BE SET (Y2" LOWER FOR - - O OPEN-WEB SKEWED BEARING BLOCKS, RE: 38 FO.SHTG 2 uu A3. CONNECT FLAT BEARING BLOCK TO WALL WITH A34 S7.00 O CTOP 4 BOTTOM, ADD BLOCKING BETWEEN STUDS AS O A REQUIRED. v J N 0 4. FOR P5, F36 4 F37 SPECIAL BRIDGING CONNECTIONS, O l RED END OF SEE 1 A 30'-8" 30'-8" LL ', TRUSS CHORD ■ REVIEWED El REVISE AND RESUBMIT TOWARDS GRID 14 ❑ REJECTED ❑ FURNISH AS CORRECTED WALL D PROJECT ASSUMPTIONS Corrections or comments made on the Shop drawings during this t 1, ,I - ALL MISCELLANEOUS ITEMS (SPRINKLER LINES, SOFFITS, DUCTWORK, review do not relieve contractor from compliance with ELECTRICAL CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE requirements of the drawings and specifications. This check is UNIFORM DE51GN DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN onlyfor review of general conformance with the design concept KEY PLAN OTHERWISE ON THESE SHOP DRAWINGS. 9 g p - ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED of the project and general compliance with the information given O TO FIT BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS in the contract documents. This contractor is responsible for SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. confirming and correlating all quantities and dimensions; O� selecting fabrication processes and techniques of construction; 0 0 coordinating his work with that of all other trades; and performing ROOF — SECTOR B Q Q his work in a safe and satisfactorymanner. t `_ ��-�� PRofFss H INFER INC. FRAI"l ING LOCATION PLAN Q` `� �`_ �� 6 GO1PE9 /Oy9r EJCIO-I9-IS AS APPROVED �U/LT FROELIC ENGINEERS, .�` BY DATE REMARKS Engineered Wood Products TM DATE: 11- 19-2018 BY: YSP SCALE ye"=I'-0" OVV Digitally signed by Christine 0 ORf1 Richey Date: 2018.11.16 TEf"IPLETON ELEI"IENTARY SCHOOL TINE ^ �Yt09:01:12-0800 TIGARD, OR. ROOF - SECTOR B y9�SA�O'� EXPIRES: 12/31/18 DRAWN DATE CHECKED DATE ORDER # SHEET 1.Red-145TM, Red-165T"', Red-190TM, Red-190HT"', Red-190HST"', Red-LT"', Red-WT"' Red-ST'", Red-MT^', Red-HT"', RedLamTV are trademarks of RedBuilt. EJC (o-01 - IB � OG 4 2 3 q OF 14 T4-aINK SAFETY - READ INSTALLATION INFORf"IATION BEFORE PROCEEDING 1 .4) 2 (2 5) C3 ` �) GENERAL NOTES LEGEND 101-011 261-011 2q'-4" 2q'-4" III-011 DESIGN CONSIDERATIONS RED END OF IIz TRUSS CHORD = Q - BUILDING CODE: 2014 OSSC TOWARDS GRID 2 N 58,L8, N �� PRODUCT TYPE CHART 3 u- SEE MATERIAL LIST FOR MORE INFORMATION ROOF DESIGN SNOW LOAD: 25 PSF 1CALLOUT MEMBER DEAD LOAD: (20X1.101+5 PSF RAIN) FOS FOS 20 PSF = Lul�F 32 0 0 =llo B 111/8" RED-165 JOIST NET WIND UPLIFT: (ASD @ 160%) -10 PSF EXHAUST FBO 12 11 U11� E 30" RED-L TRUSS DEFLECTION CRITERIA: HOOD o N w LIVE LOAD DEFLECTION: L/240 G � p FOS c o HID C, c BL JST H = �"� 52" RED-S TRUSS TOTAL LOAD DEFLECTION: L/240 \ HID ~ \ \ AN N K 52" RED-H TRUSS \ 1 \ I m \ BL g - FOR ALL HANGING LOADS (TREADED ROD, PIPE, CEILING, ETC), CID REFER TO REDBUILT'S "SPRINKLER SYSTEM INSTALLATION + + + + + @r + 1 V n I + I + I 32 + + + + + X GUIDE @ HTTP://WWW.REDBUILT.COM/REFERENCE/ Lu I I I @' LITERATURE-AND-OTHER-RESOURCES E0.I o I i 470# I 10'-0"— m 1) + 1I 1 7 91-011 10 ADDITIONAL LOADING 28 3/4:12 13 XX - SNOW DRIFT MAGNITUDE IN P5F CLEAR SPAN 15 THE HORIZONTAL (IN ADDITION TO 15 PSF FLAT ROOF SNOW LOAD) DISTANCE BETWEEN THE INSIDE 1 o I 1/2-.12 + I 35 \ / \ / \/ FACE OF BEARING SURFACES. X'-XX" - SNOW DRIFT LENGTH + I X X /X\ � E j - - - — p LOW 32 - MECHANICAL LOADING IN LBS. -H — HID 1 lo' o" XXX# � II - HID == Hangers X - DENOTES CONTINUOUS HANGER TYPE. Nailing Web Stiffeners _TIHID Quantity Type Model Modifications Re fired Note DRAWING NOTES I LEGEND w 13A Top Face Member qY� FOR TYPICAL NOTES, STANDARD DETAILS, AND ABBREVIATIONS, OHIUHi 26 10 LBV2.56/11.88 6-NIO 4-N10 2-NIO SLU2 ✓ - SEE INSTALLATION COVERSHEET(S). FJ -. i I IOA LBV5.12/11.88 6-NIO 4-NIO 2-NIO 5LU2 ✓ - m Sx I 26 11 MIU2.56/11 - 20-NlO 2-NIO ✓ _ - ALL DIMENSIONS ARE FROM FACE-OF-SHEATHING, FACE-OF-STUD, FACE-OF-CONCRETE OR CENTER-OF COLUMN/BEAM OR WALL, to 3 IIA MIU5.12/II - 20-HIO 2-HID ✓ Ib � m - UNLESS OTHERWISE NOTED 10 I 2 1 12 1 85.12/11.886-16d 8-Ibd 6-16d SLU2 ✓ O _ FIELD LOCATE kN in r---' TRUSS TO AVOID - REFER TO CURRENT SIMPSON STRONG TIE® LITERATURE FOR HANGER XX(##) - PRODUCT CALLOUT AND QUANTITY ON PLAN. - -{I 15-9 1# -. GL BEAM/COL. I SPECIFIC INSTALLATION INSTRUCTIONS. "XX" - STRUCTURAL MEMBER TYPE CALLOUT - WEB STIFFENERS IF REQUIRED MUST BE ATTACHED BEFORE PLACING "tttt° - QUANTITY OF STRUCTURAL MEMBERS IN BAY - JOIST IN HANGER. EXHAUST + + + I + 3 + N W 'P Hoop —. o — ion,"+a a — — — — I -JOIST NOTES LEGEND 0. 32 o HID m - ALL I-JOISTS WILL BE SENT LONG TO BE FIELD TRIMMED N N ; TRUSS TOP CHORD UNLESS MARKED "PET" ON MATERIAL LIST. In Jf N , 28 WHERE PLYWOOD EDGE NAILING ON ® _ _ _� _ m 13 I TRUSS CHORD IS lOdx3" AT 4" OC, - . - -. - -�. - - -.-,10'-oil. i$ Ifrr—� `r$ - �- - �� i `S SIM USE (2) ROWS OF I0dx3" NAILS AT rd- OW. m E45 35 32 23 11 I 8" OC, OFFSET Y�° AND STAGGERED YZ OPEN-WEB NOTES I LEGEND Iq „, o E45 I b dl - NO MORE THAN 40 TRUSSES PER BAY ARE TO BE 6 13 I o I 1 LOW RTU- I INSTALLED BEFORE TOP CHORD SHEATHING 15 REQUIRED. E45 i 70 2# m FOS ;q II '` Y I '-O" I 8" INSTALLATION2x4 STARTER. TRUT SEE INSTALLATION COVER5HEEQUIRED ETRING TRUSS SECTION 5D. ++ — ++ — ++ 411- LOCATE � LOCATE OW TRUSSES 16" EA. m '�$ 6 d - CONTINUOUS ROW OF METAL STRUT BRACING BY RB, SIDE OF MECH. SCREEN a REQUIRED FOR LATERAL SUPPORT DURING TRUSS SUPPORTS. MAX. ON-CENTER INSTALLATION. SEE INSTALLATION COVERSHEET, SECTION 5D. SPACING TO BE 32" �L=__-� - _ __= q ------ ----- � CONTINUOUS DGING BY RB, OSEE INSTALLATION COVERSHEET,2T HID 27 2 BR SECTION q. ( h - --- - - - - - - - - - 13 PLYWOOD DIAPHRAGM JOINT 8A + H1� + + NIGH + I KEY NOTES I. CENTER FALL ANCHORS BETWEEN OPEN-WEB PLYWOOD NAILING DIAGRAM �@ 4i� OC Z TRUSSES/WALL. SEE CONTRACT DOCUMENTS m AND DETAIL FOR MORE INFORMATION REVIEWED El REVISE AND RESUBMIT 3/4:12 28 I ❑ REJECTED ❑ FURNISH AS CORRECTED d) 10 13 Corrections or comments made on the shop drawings during this U 6 2. MECHANICAL SCREEN LOADS: review do not relieve contractor from compliance witha N 1 DEAD LOAD: 400# @ P05T requirements of the drawings and specifications. This check is N N 1 I I WIND LOAD: 18004, ASD (UP/DOWN) @ P05T j j only for review of general conformance with the design concept CQi A 3. STAGE CURTAIN TRACK LOADS: A of the project and general compliance with the information given + + + + + I 434# TOTAL PER SUPPORT in the contract documents. This contractor is responsible for + + + + + confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing c H2O c c D his work in a safe and satisfactory manner. H2O I BL FROELICH ENGINEERS, INC. - I PROJECT ASSUMPTIONS DATE: 11-L9-2018 BY: YSP ,, 11 - ALL MISCELLANEOUS ITEMS (SPRINKLER LINES, SOFFITS, DUCTWORK, FBO ELECTRICAL CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE UNIFORM DESIGN DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN (a e) KEY PLAN OTHERWISE ON THESE SHOP DRAWINGS. ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED TNIS_SN_EET MATCH O TO FIT BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS SHEET 11 of 14 LINE SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. Q ROOF - SECTOR C � 0N FRAMING LOCATION PLAN PQQ .,` yED PROF �U,LT. 0 `_ FS G `0 ��S� GINFF9s�o 0 EJ 10-18-18 AS APPROVED � 60801PE V� Digitally signed by Christine 0 BY DATE REMARKS Engineered Wood Products oOv RE4 Richey Date:2018.11.16 Cy )Ill. 008- 800TEMPLETON ELEMENTARY SCHOOL TIGARD, OR. ROOF - SECTOR C EXPIRES: 12/31/18 DRAWN DATE CHECKED DATE ORDER # SHEET Red-145"", Red-165T0, Red-190"", Red-190117", Red-1901-IS'"', Red-!_TM, Red-W*"' Red-Sm, Red-M'"', Red-! '! ', Redi.am" are trademarks of RedBuilt. EJC G-01 - 18 1 0G 42 3 1 O OF 14 THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING . . . LO 0 . .. .. . . . . . . . LADDER FRAMIN T —BT' OTHERS co T— 0 0__ CF__ .. . .. .. . .. .. .. ---—-------- . . .. .. ...... RTU-3 o �N 7032U I I L I T . . . . . . . . . . ILL . .. .. . . .. . a 14 � — Y211 GL —0- 91 Cal (n 0 ❑ LOCATE OW TRUSSES 16" EA. SIDE OF MECH. SCREEN SUPPORTS. MAX. ON-CENTER SPACING TO BE 32" REVIEWED ❑ REVISE AND RESUBMIT ^ ' < 121' RED - N ) FRANING LOCATION PLAN F1 REJECTED F FURNISH AS CORRECTED Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. This contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. FROELICH ENGINEERS, INC. DATE: 11- 19-2018 BY: YSP A r,6�,OG ION% EJC 10-18-18 AS APPROVED UILT 8 PIE Digitally signed by Christine BY DATE REMARKS Engineered Wood Products Richey LL REAM Date: 2018.11.16 )Ill. 08:59:11-08'00' TENPLETON ELENENTARY SCHOOL y9jSrINE TIGARD, OR. ROOF - SECTOR C EXPIRES: 12/31/�18 DRAWN DATE CHECKED DATE ORDER # SHEET Red-145'"', Red-165TM, Red-190TH, Red-190HTM, Red-190HSTM, Red-LTM, Red-WTM l Red-MTM', Red-HTM, Red!LamT are trademarks of l EJC G-01 - 18 THINK SAFETY READ INSTALLATION INFORNATION BEFORE PROCEEDING 1 106423 IOAOF 14 GENERAL NOTES LEGEND lop-011 261-011 291-4" 2q'-4" III-oil N RED END OF BUILDING CODE: 2014 CONSIDERATIONS 2014 OSSC TRUSS CHORD PRODUCT TYPE COART TOWARDS GRID 2 SEE MATERIAL LIST FOR MORE INFORMATION R�SNOW (GN LOAD: (20X1.101+5 PSF RAIN) 25 PSFZ Q I — CALLOUT MEMBER IBER DEAD LOAD: 20 PSF + +I J s I + +i �2° E 30" RED-L TRUSS Iq I _ _ _ _ _ _ SHEET_IO_of 14 M_AT_CH (ASD @ 160%) -10 PSF Q rn 13 1 W ( I THIS SHEET LINE F 28" RED-L TRUSS ET WIND UPLIFT: DEFLECTION CRITERIA: J'g N -� N - I + +I I FOS H 52" RED-S TRUSS LIVE LOAD DEFLECTION: L1240 TOTAL LOAD DEFLECTION: L/240 K of i - - of K 52" RED TRUSS - i - FOR ALL HANGING LOADS (TREADED ROD, PIPE, CEILING, ETC), 32 _ _ _ _ _ _ _ _o H6D O REFER TO REDBUILT'S "SPRINKLER SYSTEM INSTALLATION �' —_ -� i i GUIDE" @ HTTP://WWW.REDBUILT.COM/REFERENCE/ I I + + + + LITERATURE-AND-OTHER-RESOURCES I II N I I �_ �__�_= I N .� IX lI I i - l $ - - 1 1 1 ADDITIONAL LOADING 1 1 1 1 I — _ 1 2 I I i o- i I CLEAR SPAN IS THE HORIZONTAL XX - SNOW DRIFT MAGNITUDE IN PSF N M i Q DISTANCE BETWEEN THE INSIDE (IN ADDITION TO 15 P5F FLAT ROOF SNOW LOAD) m - - FACE OF BEARING SURFACES. I I I I I I �I X'-XX" - SNOW DRIFT LENGTH � •I � - - I I I I I I I I II I I I I I I I I `- - --' � - - CONTRACTOR TO COORDINATE - MECHANICAL LOADING IN LBS. I 28"0 DUCT ROUTING THROUGH XXX# 2 II H6D TRUSSES WITH MECHANICAL - - I CONTRACTOR AND INCLUDED II H6D TRU55 PROFILES. I 1 DRAWING NOTES t LEGEND It IT , - FOR TYPICAL NOTES, STANDARD DETAILS, AND ABBREVIATIONS, SEE INSTALLATION COVERSHEET(S). � - — - --- - - - -- a — I I I I I I � — —•— I I I I I I M - a - 32 _ Iq Iq - ALL DIMENSIONS ARE FROM FACE-OF-SHEATHING, FACE-OF-STUD, I I 13 I 13 FACE-OF-CONCRETE OR CENTER-OF COLUMN/BEAM OR WALL I 3/4:12 REVIEWED El AND RESUBMIT _ - I HIGHI i i —� HIGH UNLESS OTHERWISE NOTED CD LA ❑ REJECTED ❑ FURNISH AS CORRECTED --7� ie `_ Corrections or comments made on the shop drawings during this XX(##) - PRODUCT CALLOUT AND QUANTITY ON PLAN. 1 ! review do not relieve contractor from compliance with "XX" - STRUCTURAL MEMBER TYPE CALLOUT x ix requirements of the drawings and specifications. This check is "##" - QUANTITY OF STRUCTURAL MEMBERS IN BAY 35 I I only for review of general conformance with the design concept I/ 12 I H6D of the project and general compliance with the information given - — H6D in the contract documents. This contractor is responsible for OPEN-WEB NOTES $ LEGEND confirming and correlating all quantities and dimensions; - NO MORE THAN 40 TRUSSES PER BAY ARE TO BE v Iq i i i selecting fabrication processes and techniques of construction; INSTALLED BEFORE TOP CHORD SHEATHING 15 REQUIRED. Q 13 W 32 coordinating his work with that of all other trades; and performing rn _. I I I I I I his work in a safe and satisfactory manner. - 2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS INSTALLATION. SEE INSTALLATION COVERSHEET SECTION 5D. to -o FROELICH ENGINEERS, INC. ' 32'-8 " i i I I — ++ — ++ — ++ —► - y2 - DATE: 11-19-2018 BY: YSP - CONTINUOUS ROW OF METAL STRUT BRACING BY RB, TE f fi t REQUIRED FOR LATERAL SUPPORT DURING TRUSS g I I I I 25'-111/211IT INSTALLATION. SEE INSTALLATION COVERSHEET, SECTION 5D. H m I + +I + + + + - CONTINUOUS ROW OF 2—x @ 16" O/C) AND 2x6 (@ 24" O/C) < m i I + + + + BRIDGING BY RB, SEE INSTALLATION COVERSHEET, SECTION q. N O oF05 \ H6D , O KEY NOTES -- m H6D Q 0 I. CENTER FALL ANCHORS BETWEEN OPEN-WEB TRUSSES. C I N SEE CONTRACT DOCUMENTS AND DETAIL eFOR MORE N FBO H6D INFORMATION. I i O I � 2. BASKETBALL HOOP LOAD APPLIED TO OW TRUSS: FOS Fri P - - - - --- - ---- - - - - -� -F - - - PLAY POSITION: p I 32 I 1I I I 414#(LEFT 4 RIGHT) @POSITION RI (@ BACKSTOP) II II Ii— II I Ii 316#(LEFT 4 RIGHT ) @ POSITION R2 (@ BRACE). II I I FOLDED POSITION: + + + q4#(LEFT 4 RIGHT) @ POSITION RI (@ BACKSTOP) Q 3C15#(LEFT 4 RIGHT) @ POSITION R2 (@ BRACE) SUPPORT @ TRUSS MUST BE SUPPORTED EQUALLY C A BETWEEN TWO TRUSSES I 4 23 21 21 I 23 D 13 13 I I I C PROJECT ASSUMPTIONS I - ALL MISCELLANEOUS ITEMS SPRINKLER LINES, SOFFITS, DUCTWORK, LO v I X 0 X O M X U5 M m U) cn I ELECTRICAL CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE UNIFORM DESIGN DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN ROOF - SECTOR D I _ KEY PLAN OTHERWISE ON THESE SHOP DRAWINGS. _ _ - ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED N FRAI"f I NG LOCATION PLAN I - I— I— O� TO FIT BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS 1 `I� —I— —I— I j SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. I I I I I 1 1 N Lo � PRags EJCII-12-18 ASI- I3-REV ��/�� II li li fi I I� I _ a F0� N .5� GIN `r�0 + I 1 + I I + 1 I I ♦�� 0 e 9 � EJ 10-18-IB AS APPROVED � + I I 1 + I I I + I ( I 1 2 -6 �O 60801PE BY DATE REMARKS Engineered Wood Products 1 I I 1 I - - I I .— I Digitally signed by Christine En in I I I I I I I I 1 I I RE Date:Richey018.11.16 e - - --- -- - - - - --- - - --- - - TENPLETON ELEMENTARY SCHOOL T- � �'y9j Yti, `G�� oss9:o1-oa'oo' ____ �_ _ __ __ _ _ __ __ _ _ L _ srnvEa TIGARD, OR. ROOF - SECTOR D 141-611 BM 18'-Olyl611 C BM 18'-01X6" (L Br1 18'-OXI11 C BM II'-0" C BM DRAWN DATE CHECKED DATE ORDER # SHEET EXPIRES: 12/31/18 3 I11 OF 14 Red-145'"', Red-165TM, Red-190T 1, Red-190HTM, Red-190HSTM, Red-LTM',Red-WTM1 Red-STM, Red-MTM, Red H*',RedLamT"'are trademarks of RedBuilt. EJC r.—o I — I8 1 0 G 4 2 THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING PRE-DRILL HOLES 2x4 FLAT BLOCK W/ @ FLOOR: NIO NAILS BY RB 6" INTO TRUSS CHORD A FRAMING NAILS - NAILS #8 SCREW5 43/4" 3) NAILS AT EACH SIDE 3Y2" FOR S RUSSxCH PER ENGINEER OF RECORD THROUGH WEB, TYP. Tr-1 IN SPECIFICATIONS @ ROOF TRUSSES: IOdx3" NAILS 2x(TRUSS CHORD WIDTH) WITH IY4"±x3" SD9xl.5" SCREWS @ALLNOTCH BY CONTRACTOR. INSTALL DIRECTLY 0 o SKEWED BERINGS o o OVER TRUSS BOTTOM CHORD PIN. 1 0 0p FIELD MEASURE TO A34 FRAMING ANCHOR _J VERIFY A SNUG FIT BY CONTRACTOR T0 ,145" MAX GAP _ A BLOCKING PANEL W/ 137/6'+ WHERE CLIP LANDS ON HSS CAP, END BLOCKS, BY R SEE(I) FOR WELD DETAIL 2x4 SOFFIT STUDI IZ @ DOUBLE10 @DOUBLE HARDWARE BY Q(2) I0dx3 @ 24" O/C NAILS 3 + TIGHT OTHERS I PER 49/56.02 2x4 SOFFIT STUD 2x4 SOFFIT STUD—/ FILLER BY OTHERS. 2x4 SOFFIT STUD 4"± @ 24" O/C TOE @ 24" O/G �" GAP MIN REFER TO "FILLER @ 24" O/C EACN�SIDE OF TRUSS NAILED y2�� NAILING CHART ON "RED-W" TRUSS "RED-L" TRUSS COVERSHEET NAILED "NO- NOTCH " CLIP SECTION A-A TOP CHORD BEARING e SOFFIT PERP. SOFFIT PARALLEL SOFFIT PERP. SOFFIT PARALLEL e 4 TO OW TRUSS TO OW TRUSS REF. 48149/56.02 TO RED- 1 JOIST TO RED- I JOIST REF. 48,49/56.02 JOIST SLOPE @ SIM V2'Ix JOIST DEPTH SOLID BLOCKING @ POST RIM BY RB LOCATIONS, BY OTHERS 2x4 CONTINUOUS SEE BEARING CLIP PER 7/56.00 BLOCKING BY RB DETAIL 1/12 1Y2'x J015T DEPTH JOIST ON ONE SIDE OF WEB STIFFENER BY RB BLOCKING BY RB. WEB STIFFENER BY RB BEARING ONLY, PER PLAN EACH SIDE OF I-JOIST ATTACH PER EOR DETAIL EACH SIDE OF I-JOIST PER HANGER CHART ATTACH RIM TO I-JOIST WITH 2-10d pl . NAILS (ONE INTOEACH FLANGE) WEB STIFFENER BY RB EACH SIDE`x� WEB STIFFENER BY RB OF I-JOIST, PER HANGER CHART /\ EACH SIDE OFI-JOIST HANGER BY RB BEAM PER PLAN HANGER BY RB HEADER WHERE SEE PLAN SEE PLAN OCCURS BEAM PER PLAN NOTE: ADD'L BEARING PLATE 2x8 STUD WALL 2x6 STUD WALL REQUIRED WHERE JOIST ARE FLUSH 2x6 STUD WALL WITH OPEN WEB TRUSSES, RE: 6 111 2 5 8 e e REF. 7/56.00 REF. 9/56.00 REF. 10/56.00 REF. 11/56.00 REF. (o,7/57.00 H55 COL. PER PLANS. SEE PLAN CONTRACTOR TO COORDINATE CONTRACTOR TO COORDINATE FOR TRUSS ADJUSTMENTS LOCATIONS OF Y4 x8 SDS AND LOCATIONS OF Y4'x8" SDS AND WHERE COLUMN IS CONTINUOUS HOLDDOWNS, TO AVOID HOLDDOWNS, TO AVOID TRUSS 2x8 BLOCKING 2x6 BLOCKING TRUSS CHORDS CHORDS 2x6 BLOCKING BY RIB I I BY RB BY RB SEE BEARING CLIP TRUSS ON ONE SIDE OF i i SEE BEARING CLIP SEE BEARING CLIP 2x4 CONTINUOUS TRUSS ON ONE SIDE OF SEE BEARING CLIP DETAIL 1/12 BEARING ONLY, PER PLAN I I DETAIL 1/12 DETAIL 1112—\, BLOCKING BY RB BEARING, PER PLAN DETAIL 1/12 i CONTRACTOR TO COORDINATE LOCATIONS OF k Y4'x8" SDS AND HOLDDOWNS, TO AVOID TRUSS CHORDS �i WEB STIFFENER BY RB EACH SIDE OF I-JOIST, PER HANGER CHART 2x8 STUD WALL i i HANGER BY RB • ' SEE PLAN i 2x6 STUD WALL OCCURES WHERE BEAM PER PLAN 2x6 STUD WALL 10 e II e REF. 17/56.00 REF. 29/56.01 REF. 21/56.01 AO - STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT SHOWN ARE O v TO BE PROVIDED BY OTHERS. HARDWARE SHOWN 15 TO BE PROVIDED BY OTHERS UNLESS MARKED 'BY RB.' REFER TO THE CONTRACT ♦� DOCUMENTS FOR HARDWARE SPECIFICATIONS AND INSTALLATION WEB STIFFENER BY RB EACH SIDEWEB STIFFENER BY RB v` INSTRUCTIONS. OF I-JOIST PER HANGER CHART JOIST ON ONE SIDE OF EACH SIDE OF I-JOIST 16 SIM CS PER HANGER CHART STRAP w/ 4- P► ♦O �`O BEARING ONLY, PER PLAN or 18 -HIO NAILS EACH SIDE y - SEE I-JOIST INSTALLATION SHEET FOR WEB STIFFENER NAILING. ` - FOR BEAMS SUPPLIED BY OTHERS, SEE CONTRACT DOCUMENTS FOR SPECIFICATIONS AND OTHER INFORMATION NOT SHOWN HEREIN. /,I ♦ O - FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC... ix� Q TO JOISTS OR TRUSSES, PLEASE SEE "SPRINKLER SYSTEM JOIST SLOPED 2x6 BRIDGING INSTALLATION GUIDELINES". IF ADDITIONAL COPIES ARE REQUIRED, PLEASE CONTACT REDBUILT OR GO ONLINE TO: @ SIM HTTP://NWW.REDBUILT.COM BEAM @SIM HANGER BY RB HANGER BY RB SEE PLAN SEE PLAN Q r6081 RO��sY�,��2x6 STUD WALL 2x6 STUD WALL NE /� EJCIO-10-18 AS APPROVED1PE r L Digitally signed by Christine 0 BY DATE REMARKS Engineered Wood Products NOTE: ADD'L BEARING PLATE NOTE: ADD'L BEARING PLATE ARIE4 Richey TEMPLETON ELEMENTARY SCHOOL REQUIRED WHERE JOIST ARE FLUSH REQUIRED WHERE JOIST ARE FLUSH Date:2018.11.16 WITH OPEN WEB TRUSSES, RE: 6 II I WITH OPEN WEB TRUSSES, RE: 6 II 14 I A , 08:58:53-08'00' ® 12 l2 1 eA� TIGARD, OR. DETAILS REF. 25/56.01 REF. 31/56.01 EXPIRES: 12/31/1 DRAWN DATE CHECKED DATE OR/DER # SHEET Red-145'"', Red-165'*',Red-190"', Red-190H"', Red490HSTM, Red-LTM, Red-W^"Red-ST"',Red-M"", Red-H'"',RedLamTM are trademarks of RedBufk. EJC G-01 - 15 1 0 G 4 2 3 12 OF 14 THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING INSTALLATION NOTE: 6-I0dxIY2' NAILS INSTALLATION NOTE: 43/41 %a" RETURN (TYP) METAL CROSS BRACING MAY NOT BY RB EACH END METAL CROSS BRACING MAY NOT 6-I0dx1Y2" NAILS BY OCCUR AT EVERY TRUSS SPACE. SEE OCCUR AT EVERY TRUSS SPACE. SEE �e I 3V2 RB EACH END PLAN SHEET(S) FOR CROSS BRACING PLAN SHEET(S) FOR CROSS BRACING LOCATIONS. LOCATIONS. o a � METAL CROSS CAUTION: 2" MIN. BRACING BY RB v SHIELD CHORDFROM PIN Ya WHILE WELDINGLOCATION _ METAL CROSS SIMPSON H2.5A, EACH BRACING BY RB SPLICE NAILER TOGETHER SIDE OF TRUSS, WITH 40•± WITH 3-I0dx3" NAILS EACH 10-Bdx2142" NAILS BY RB SIDE THROUGH 2x4x24" BLOCK (12" ON EITHER 51DE OF SPLICE) 0 2x BRIDGING ROW. SEE PLAN FOR 2x4 NAILER BY RB ATTACH LOCATION. SEE INSTALLATION SHEET TO TRU55 BOTTOM CHORD FOR ADDITIONAL INFORMATION. WITH 2-I0dx3" NAILS MIN. Y" - 2 .o. .o. Lo RED- W "NO-NOTCH " CLIP WELDED 15 TOP CHORD BEARING 13 RED- L WITH OUTRIGGER 16 i� i8 2x6 BLOCKING BY RB IY2"x JOIST DEPTH 2x8 BLOCKING 2x8 BLOCKING @ SIM FASCIA BY OTHERS BY RB 3x4 BLOCKING 2x8 BLOCKING BY RB BY RB 2x6 BLOCKING @ SIM MSTA36 STRAP, NAIL INTO SEE BEARING, CLIP 3x8 BEVELED PLATE @SIM IY2'x JOIST DEPTH EVERY OTHER HOLE PER EOR 3x6 BEVELED PLATE BY RB SEE BEARING CLIP SEE BEARING CLIP 3x8 BEVELED PLATE BY RB DETAIL 1/12 -- DETAIL 29/14 DETAIL 1/12 3x6 BEVELED PLATE @SIM "NET" PLATE @ BEAM LOCATIONS BLOCKING BY RB LIP CONTRACTOR TO j SEE BEDETAIL ARING C1/12 OORDINATE LOCATIONS s o ° OF Y4"x8" SDS AND --- HOLDDOWNS TO AVOID } ATTACH RIM TO I-JOIST TRUSS CHORDS \ WITH 2-I0dx3" NAILS 1 Wi - ----------- x (ONE INTO EACH FLANGE) I I 3x8 BEVELED tI �i i GLULAM BEAM, PLATE BY RB c_ y _ BY OTHERS, FRAMING WHERE WHERE OCCURS OCCURS 1 WEB STIFFENER BY RB ° x EACH SIDE OF I-JOIST 2x8 STUD WALL „ HEADER WHERE 562 GL BEAM OCCURS 3x6 BEVELED @ SIM PLATE BY RB EOR NOTE EOR NOTE: : H25A NOT REQ'DBEAM WHERE . . N2.5A NOT REQ D. OCCURS RED- L RED- S TRUSS DESIGNED 2x8 STUD WALL TRUSS DESIGNED 2x6 STUD WALL Iq TO RESIST UPLIFT 2x6 STUD WALL @ SIM 0 TO RESIST UPLIFT 2xB STUD WALL @ SIM I 2x6 STUD WALL -// BEARING BEARING 13 LOADS, RE: 1/12 13 LOADS, RE: I/12 13 QREF. I, 11, 17/57.00 REF. 3/57.00 REF. 5113/57.00 REF. 9/57.00 2x4 CONTINUOUS 3x6 BEVELED PLATE OTRANSFER ONTINUOUS BRIDGING IF BLOCKING BY RB BY RB, 3x8 @SIM O OPENING REQUIRED SEE BEARING CLIP WEB STIFFENER BY RB DETAIL 1/12 EACH SIDE OF I-JOIST, 2x BLOCKING WITH PER HANGER CHART HANGERS S LEDGER BY OTHERS (Y2"x JOIST DEPTH LEDGER, BY RB • .; DOUBLE TRUSS W/ LOAD WEB STIFFENER BY RB TRANSFER BLOCKS BY EACH SIDE OFI-JOIST RB, PER PLAN DOUBLE TRUSS W/ LOAD NAIL BRIDGING TO HANGER BY RB TRANSFER BLOCKS BY LOADLOAD TRANSFERSEE PLANRB, PER PLAN BLBLOCK WITH 5-10dx3 HANGER BY RB SEE PLAN 2x8 STUD WALL 2x6 STUD WALL Q �g 2x8 STUD WALL @SIM 23 ® REFER TO STRUCTURAL DETAIL FOR INFO NOT SHOWN HEREIN REF. 12/57.00 REF. 24,25/S7.01 REF. 27/57.01 3x4 CONTINUOUS BLOCKING BY ``�O - STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT SHOWN ARE 3x6 @SIM O ` TO BE PROVIDED BY OTHERS. HARDWARE SHOWN IS TO BE PROVIDED A BY OTHERS UNLESS MARKED 'BY RB.' REFER TO THE CONTRACT 4x8 FRAMING 4 HANGERS 3x4 BLOCKING BY RB @ RED-51 A `K Y` DOCUMENTS FOR HARDWARE SPECIFICATIONS AND INSTALLATION BY OTHERS PER 3x53/4' NET BLOCKING @RED-N INSTRUCTIONS. CONTRACT DOCUMENTS 2x12 LEDGER BY OTHERS SEE BEARING CLIP ` `N_ WEB STIFFENER BY RB SIM FLAT 6x12 @ SCREEN ATTACH TO LOAD TRANSFER DETAIL 2q/14 EACH SIDE OF I-JOIST, - SEE I-JO15T INSTALLATION SHEET FOR WEB STIFFENER NAILING. POST, RE: 23/57.01 PER HANGER CHART BLOCKS WITH 3-SD525312 SEE 30/14 @ SIM 4x BEVELED PLATE SEE BEARING CLIP I BY RB @RED-5 SCREWS @ 3" OC. DETAIL 29/14 d 30/14 - FOR BEAMS SUPPLIED BY OTHERS SEE CONTRACT DOCUMENTS FOR AS REQ'D 2x BEVELED PLATE O @ RED-H - SPECIFICATIONS AND OTHER INFORMATION NOT SHOWN HEREIN. ____ ° 41, ° _ �0 - FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC... o c o 71 -fT- .' \- . - ------- i i Q TO JOISTS OR TRUSSES, PLEASE SEE "SPRINKLER SYSTEM r � r / INSTALLATION GUIDELINES". IF ADDITIONAL COPIES ARE REQUIRED PLEASE CONTACT REDBUILT OR GO ONLINE TO: HTTP://W WW.REDBUI LT.COM ° " HANGER BY RB 2x10 STUD WALL--/ RED-H TRUSS SEE PLAN TRUSS WITH LOAD @ SIM RED-H (KI) \�_1------- TRANSFER _-----TRANSFER BLOCKS TRU55 BEYOND ret,_GION ROFESS/BYOTHERS, SEE 4x8 BEVELED PLATE FFq � EJC 10-10-IS AS APPROVED UILTBY RB 1 PE A BY DATE REMARKS Engineered Wood Products 2x8 BEVELED PLATE `�� Digitally signed by Christine Q 27 @SIM NRiE(Aq Dae:Riche2018.11.16TEI"IPLETON ELEI"IENTARY SCHOOL 2x8 STUD WALLJ RED-S BEARING GRIDS 23 108:58:44-08'00'TYPICAL 4x FRAMING 1I 28 a� TIGARD, OR. DETAILS REF. 23131,32/57.01 1 ADJACENT TO RED-H TRUSS I TO OPEN WEB TRUSS REF. 50/57.02 REF. 12/57.00 EXPIRES: 12/31/18 DRAWN DATE CHECKED DATE OR/DER tt SHEET Red-145m, Red-165TM,Red-190TM, Red490H"", Red-190HSTM, Red- , Red-W^"Red-S , Red-MTM, Red-H"",RedLamTM are trademarks of RedBullt. EJC G-01 - 18 1 Oto 42 3 13 OF 14 THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING DIA x 2" LAG I0dx3" NAILS BY RB 0 0 SCREW BY RB 3x6 BEVELED PLATE BY RB 2x4 BLOCKING 33/8'+ (5) NAILS EACH SIDE 75/8,+ 3x8 BEVELED PLATE @ SIM EA. 51DE BY RB 01 IA SEE BEARING CLIP DOUBLE 2x4 OUTRIGGER DETAIL 1/12 4 BLOCKING BY OTHERS 4 5Y2' PLANT WELDED BETWEEN RIBS 31W6"± 8"-8Y4"± 3/a' DIA x 5" BOLT OR FULL WIDTH AS REQUIRED AND NUT BY RB @ DOUBLE 2x6 STUD WALL - 'r O LO POF FENER BY RB EACH SIDE ST, PER HANGER CHART HANGER BY RB 346 2x6 STUD WALL BEAM WITH TOP FLANGE SEE PLAN 2x8 STUD WALL @ 51M HANGERS BY OTHERS "RED-S" TRUSS "RED-S" TRUSS WHERE OCCURS SINGLE RED- S 11S" CLIP DOUBLE 2q RED-H Z' CLIP WITH LAGS 30 31 32 TOP CHORD BEARING TOP CHORD BEARING REF. 41/57.02 REF. 43/57.02 48 FRAMING 4 HANGERS1500# 1500# 2x12 LEDGER BY OTHERS, ATTACH 2x6 BLOCKING BY RB 2x4 BLOCKING BY OTHERS PER @ 200% @ 200% TO LOAD TRANSFER BLOCKS WITH 2x8 @ SIM BY RB CONTRACT DOCUMENTS AS REQ'D 11 (4)-SD525312 SCREWS. MIN. OF 3 TRUSS ON ONE SIDE OF SEE BEARING CLIP 13'4"x JOIST DEPTH LTB'5 PER FALL RESTRAINT. BEARING, PER PLAN (RED-L) DETAIL I/12,OR RIM BY RB HARDWARE BY SEE BEARING CLIP (RED-5) DETAIL 2q/14 OTHERS DETAIL 1/12 > VERIFY 4x8 15 LOCATED ATTACH RIM TO I-JOIST WITH 2-IOd AT FIRST LTB (FIRST NAILS (ONE INTO o o BOTTOM PIN) WHEN ` NEAR BEARING CLIP. EACH FLANGE) I CASE-1 3x12 LEDGER, BY WEB STIFFENER BY RB OTHERS3000# 3000# EACH SIDE OF I-JOIST 2x10 STUD WALL @ 200% @ 200% TRANSFER BLOCKS 11 11 HARDWARE BY A5 REQ'D BY 7OTHERS, SEE@) BEAM PER PLAN 3x6 BEVELED PLATE BY RB 3x6 BEVELED OTHERS 3x8 BEVELED PLATE @ SIM PLATE BY RB PRE-DRILL HOLES @ PGA PRIOR TO ATTACHING HARDWARE 2x8 STUD WALL 13 34 35 0 0 36 REF. 47/57.02 REF. 56/57.03 REF. 60/57.03 CASE-2 REF. 30/57.01 1 2x SKEWED BEARING BLOCK BY RB i------ ------� TYP SPACING TYP SPACING SKEWED BEARINGJK SEE BEARING CLIP FILLER BY OTHERS SEE PLAN FOR BEARING BLOCK SIZES (2x4 SEE BEARING CLIP, BLOCK BY RB (FIELDDETAIL "1/12". „ TIGHT TO TOP OR 2x6). (FIELD TRIM AS REQUIRED) DETAIL 1/12 TRIM AS REQUIRED) I 6-IOd NAILS (MIN.) CONTINUOUS 2x4 BY FLANGE VIP CARRIAGE � I SPACE STAGGERED OTHERS ON PLYWOOD A%`0x3Y2" CARRIAGE 2 LAYERS OF 2xWALL BOLT NUT 4 I I LAYOUT, ATTACH TO 2x12 FRAMING BY BOLT, NUT 4 WIDTH BLOCKING BY 2 LAYERS OF BLOCKING TO EXTEND JOISTS WITH 2-IOdx3" OTHERS AT 32" OC WASHER BY RB RB FIELD TRIM AS WASHER BY RB. BLOCKING BY RB i\ I" (MIN.) UNDER REQ'D (NOT SHOWN) LENGTH SPECIFIEDFIELD TRIM AS REQ'DPER SHOP NOTE. I (NOT SHOWN) LONGER TRU55 1y2 FACE OF PLATE4 BEARING CLIPFACE OF PLATEPC @ TRUSS 4 BEARING CLIP@ TRU55 I I 72x16 LSL LEDGER BY 2x6 SKEWEDRB, ATTACH TO LOAD BEARING BLOCKBEARING BLI INNER I WIDTH OF OPENING TRANSFER BLOCKS WITH BY RB. e / BY RB. I EARS I 4-SD525312 SCREWS. CLIPPED. I DRILL OR NOTCH AT TRUSS ( I PINS FOR FLUSH FIT FILLER BLOCKS SPACING TRU55 I 7TRU'SS , BY OTHERS SPACING C-ONTRACTOR NOTE: MARK TRUSSWF BEAM WEB TO BE SKEWED WALLIS CENTER LINE A34 TOP 4 BOTTOM @ SIM TIGHT TO " LOWER UE TO ---- - 2x4 BRACE BY OTHERS BY OTHERS BEARING PLATE B2EARING BLDOCK. ATTACH TO TRUSS WITH LOAD TIGHT BEAM, 11 WHERE CONTRACTOR NOTE: ER TO WITH 02RIOdx3"DS rEAGH END TRANSFER BLOCKS BY RB CONNECT OCCURS PER PLAN SKEWED WALL IS IY2" JO STS W THL4 Sdx2Y2 LOWER DUE L GAP —� NAILS EACH SIDE 2x WALL 37 BEAM SKEWED BEARING BLOCKS W/ DOUBLE 38 3q Q 40 PER PLAN BEARING BLOCK 1 PER PLAN PLANT ASSE"1BLED SINGLE CHORD TRUSSES 1 I SECTION A-A I I 4x HEADER 4 HANGER O - STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT SHOWN ARE BY OTHERS. TO BE PROVIDED BY OTHERS. HARDWARE SHOWN IS TO BE PROVIDED 4x HEADER 4 HANGER 2x10 LEDGER BY OTHERS (ATTACH TO O� BY OTHERS UNLESS MARKED 'BY RB.' REFER TO THE CONTRACT ENSURE ANY C LUMBER BY OTHERS. EACH LOAD TRANSFER BLOCK WITH DOCUMENTS FOR HARDWARE SPECIFICATIONS AND INSTALLATION A USED AS BACKER IS 3-ED52R A STAGGERED) FIELD DRILL GO� _` INSTRUCTIONS. ADEQUATE TO PREVENT A LEDGER CE LOCATIONS OF TRUSS PIN WOOD SPLITTING INTERFERENCE TO ALLOW FOR FLUSH FIT _ `c• v - SEE I-JOIST INSTALLATION SHEET FOR WEB STIFFENER NAILING. / NET BACKER VV - FOR BEAMS SUPPLIED BY OTHERS, SEE CONTRACT DOCUMENTS FOR BLOCK SIZE oOSPECIFICATIONS AND OTHER INFORMATION NOT SHOWN HEREIN. II RED-165 I"x113611xdY4" � - FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC... TO JOISTS OR TRUSSES, PLEASE SEE "SPRINKLER SYSTEM A INSTALLATION GUIDELINES". IF ADDITIONAL COPIES ARE REQUIRED, A PLEASE CONTACT REDBUILT OR GO ONLINE TO: NEATHING CONT HTTP://WWW.REDBUILT.COM AILED TO BOTH JOISTS BACKER BLOCKS BACKER BLOCKS 2x LOAD TRANSFER 2x6 FRAMING BY OTHERS BY OTHERS BLOCK BY RB BY OTHERS D �QEO PROfFs BU/LT TIGHT I. CONNECT INSIDE BACKER BLOCKS TO GAP I. CONNECT INSIDE BACKER BLOCKS TO \54 GINE s/O JOISTS WITH 8-8dx2Y2' NAILS EACH SIDE JOISTS WITH 8-8dx2Y2 NAILS EACH SIDE e F9 EJ 10-10E RE APPROVED 6o801PE � BY DATE REMARKS Engineered Wood Products 2. CONNECT OUTSIDE BACKER BLOCK TO2. CONNECT OUTSIDE BACKER BLOCK TO LL Digitally signed by Christine GAP ASSEMBLED DOUBLE WITH II-8dx2Y2 NAILS TIGHT ASSEMBLED DOUBLE WITH II-8dx2Y2' NAILS %REON Richey Dat8:31-0.11.16TEI"IPLETON ELEf"( ENTARY SCHOOL 08:58:31-08'00'SECTION A-A SECTION A-A ® � /ETIGARD OR. DETAILS TYPICAL 4x FRAMING TO PLYWOOD WEB JOIST REF. 31,32/57.01 EXPIRES: 12/31 DRAWN DATE CHECKED DATE ORDER # SHEET /18 14 OF 14 Red445TM, Red-165T"',Red490TM,Red-190HTM, Red-190HSTM,Red-LTM, Red-W^"RedSTM Red-M^",Red-HTM,RedLam^ are trademarks of RedBullt. EJC G-01 - 15 10G 42 THINK SAFETY - READ INSTALLATION INFORI'1ATION BEFORE PROCEEDING