Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
BU P2017 - 00181 r °o sa 1 00 o j 1 Ute - �'' � Wigg a v 11 m UA � , A U O14 8 tri fte u 11125 SW Barbur Blvd . 24bir E-1-10 Portland, OR 97219 Ph : (503)6247100 COMPANIES . . JHC LLC W CCB N01MOH Ia U ci; I s Submittal a1-6 � VC_� a- � zj � e G C V3 a C17 co m G t m O d t'2 c p o m is p 3 O O. fa U � W °I m _rn (4 . Q E r : 061190 Job : C18017SpecSectionNo � ❑ D ❑ n n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ G � Durham Square Bldg 1 Submittal No : 2 Revision No : 0 7560 SW Durham Rd Sent Date : 3112!2018 Tigard , OR 97233 Spec Section Title: WOOD TRUSSES Submittal Title : OpenWeb Truss Shop Drawings & Calculations Submittal SUBMITAL DRAINING SLJBMITAL REVIEW Contractor: JHC Commercial , LLC REVIEWED FGR CONFORMANCE XX REVIEWED FOR CONFORMAOE WITH REVISE AND RESUBMT CONVENTS NOTED REJECTED SUBMTfAL WAS RBA E1NED FOR DESIGN CONFORMTY AND GENERAL CONFORMANCE TO DOC NE NTS ONLY. THE SUBCONTRACTOR IS RESPONS11311 FOR CONFIRM NG AND CORRELATING DI NENSIONS AT iOBSITE FOR TOLERANCES, CLEARANCES, C L NIT!ES, FABRICATION PROCESSES AND'TECHNIQUES OF CONSTRUCTION COORDINATION OF THEIR WORK\NTH OTHER TRADES AND FULL CON/1PUANCE \MTH CONTRACT DOCUNENTS. Architect (Primary) : David Bisset Architect Date: 03-12-18 JHC Conpans'es SUBMITTAL REVIEW 3 Reviewed 0 Finish as CorTected 0 RemD Revise and Resubmit Sint Specific Item This review Is only tor general conformance with the design concept of the project and k general compliance with the ktforrnation given In the Contract Documents. Corrections or comments made on the shop drawings durirsg this rob* do not relieve contractor from compliance with the rmikiemerns of the plans and specmclfons. Approval oftanmc Mem �.� r not ir�:.� ate of �c of which the � b 1 is rvemcyrsble for dhensions to be confirmed and undated et the Ode; Information Mut pc.i .;�" �.E solei to the fabricabon processes at 1e the means, methods,, techniques, E� ��.� chniQli I� ,. arxi proved ones ofof his or her WQdc with that of al other trades and for performing II work is a safe and satisfactory manner. d"....f• 1 111Ztvgi HCE Horn Consulting E,glnee, LLC • 132o SW &mix, MK Ste ris Pbrtiando OR g P 9� •s* .cent Die 34VaA BY Irt,-�"` ATTENTION BUILDER opEN -WEB TRuss INSTALLATION INFoRmATIoNEnclosed is IMPORTANT information on how to safelyor dliKedBUeproperly install open-web trusses. Personal injury or death may Engineered Wood Products result from failure to read and follow this information. I• , 1 PRODUCT HANDLING5 INSTALLATION BRACING 8 NAILING OF SHEATHING TO TOP CHORD MEMBERS THIS NOT THIS Minimum Nail Spacing WARNINGRed- L- Maximum Nail Spacing Nan Type Nal Size Reid W" Red-LT"' Red-S" Red -M Narrow Face Without correctly installed bracing, �' �`�1 � trusses can bow and roll over, Mont spacing for nails in j .113"x 2}r2.131' 4" 1r2 4' 2" 3' • i /11‘..1111,1111111111111111,. lika•� 1 ■ �' causingdeath, serious personal eao chord member is 24` Shea } _ x 2yZ' 6• 132 6- 2' 3' �'• ' ��'��.�fii••• ' 1 ��� �� -:a ��..._,______....__;:y in .128"x3" 6` 1Y2- 6` r 3� �' `- ; - ... ,._� �� �� — r���� injury, or property damage. _ WARNING ,Gd 14s x 3. 6. -13/2- 6. 2Y. 4 - ' -__ \ ,l� A r / iAY44111 2►�' \ %':• - - �� `�� i���' '► x Nailin closer than�`� `iiii••• � • !. �\ /`1 / -/ • 9 .128"x 3Y4 6' 1Y2• 5- 2' 3•' \��. � .' \ — .� __s►� / /icause the 12d .42, �f' 1, Ili � ce NOTICE �l . / - . �� . specified may 148"x 3Y4 6" 1Y2- .135"x Y2 6' �'i' 4 N.% ` . •>,I ,,r split r 0/ -- � CI�OrU tO t35'x3y' 1Y- ��� lnsta!lation bracing and procedures, ,,. /� Z 6- 26- 2)' 4"__ as well as the safety of workers, are � 11� 16d .148-x 3y4 6- 1Y2 6- 2y2 4-(2) 111111111. 11111.1" mebers ��,��� -� the responsibility of the installer. The 162'x 3Y2- 8• r 1y44"WARNING CAUTIONinstaller should make sure that this (1)14 gauge staples may be a direct substitute for 8d(2Y2")nails iia minimum Workers should stayclear when cuttingthe bandingto avoid DO NOT hit webs with forklift forks. Bent DO NOT stack building materials on NaLng pattern per plans and specifications. n flange is maintained penetration&r into the the DO NOT walk on the trusses until installation information is understood trusses before all truss bearingsand Nzt spacing should never exceed 24• (2)Minimum spacing must be 5'for 4 rows of nails possible injury from flying banding or toppling trusses. or dented webs must be replaced. all truss bearings and bracing have by all persons involved in the truss on-center in either chord member. Do not use (3)Spacing may be reduced to 5"where na:t penetration does not exceed 1Y8". bracing have been permanently Hass smaller than 8d or larger than 16d • If more than one row of nails is used.offset rows at least YZ'and stagger. • Trusses will be delivered to the jobsite in bundles of twentyor fewer, banded together for handlingand shipment. To avoid damage been permanently attached. injury installation. attached. See section 7 g P g may result. Maintain�a minimum edge distance. they should be left in these bundles until they are ready to be installed in the structure. • 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 RedBuiltnA will be bundled and banded. - 5A Starting Bracing: Laterally braced end wall or beam 5B Starting Bracing - No laterally braced end wall or beam 9 STANDARD INSTALLATION DETAILS 2 PRODUCT STO RAGE 2x4 starter strut by contractor.with Strut Bracing Row S acing framing anchors supplied by RedBudt"' Sheath and nail per project architect. Red-S'" 10'OC Laterally braced end See section 5D engineer. or local budding code. See ".Red-M.".Red-a 12'oC itj THIS NOT THIS watt. beam or ledger section 8 for allowable nailing. Red-W' 14'OC Slotted truss dipbyothers to Spacing of dips and blocks per EOR / -�` bottom of truss,each side of wall, Note: Double ch It! : "' Strut bracing r uired and Do not nail dipto wall. truss similar �, / g eq Distance"X' 2-10dx3'nails �I _= .,; ►';•` 11P111141 �_ � -�� supptiedbyRedBuitt"'. �� _ • ~.IIII ��+`i� �• Note: Double chord Under Roof Under Floor each end 017 �. See plan and section SB `�'� toss similar San S n "X'��1� ��'�-- ' ���� , ��//_� . �. l `X' pa ��,� , . / �' / for number of rows . �� . �� p _ ._. 1 ► 1 r Fit blocks to allow 1j ff ' -'` . .. .- :. - . '111—fl :. �� ` • ired. See section 6 for `� �iNon-load 0'-20' 1%1 0'-20' %4- �� ,, a� �� .t :_ { _-- ti 1 �. \ % t s all nment. f warrent•• : .• 11 _ 1 ra♦. . 9 �I- I or rrlo.s,'`ice r f . .. ,Ill lull / ����� I� �''� �_--� '� bearing 20%40' 2Y2' 20'-40' 1}r4 t►� `� a/�,;.° r+• ~ II ~/ll �liiiie MMIO. - -•l',� '' �,/ �' �� •� i wall - 2x4 blocks (or multiple r. � - ��l:'.-11 :,. :-4, 11� nom,.--_ --, miii. ' ,/ I ' partition40'-60' 4" 40'-60' 2 111 `• - . -j: 1�'ak s Il \ \ _ '�� blocks)nailed to brace -�� -17 •t .;.� �/�y �� i� � _�i� Distance'X" \ ��•11� �1 `` li�~ i `- ' Distance'X" (gap betweenRecommended Attachment for Non-load (gap between ;� _�+ �=`//��li!�Alli �� ; � k � i ,,, wall 8 truss) Non-load bearing wall E, brace) ��r10!Illll Beam.wail.or Red-S-truss shown(typical) Strut bracing required and supplied by ReciBu tt Bearing Partition partition wall �tl_-'�Illl ledger support 1 Details for other open-web trusses See plan and table above for number of rows > ��I� (typical) similar- required. See section 6 for truss alignment. l ` �4111111111111% 9B I l 9C Support member Note: Double chord Always set truss bundles on stickers placed at the truss pin locations. r.,..,...„_„-- • •��.,.. t -`-'_'- •4- 5C Intermediate Bracing - Middle of bay 5D I Typical strut brace conditions by others truss similar Never store trusses flat or set trusses directly on the ground or in contact ---:z.f.--.'--.:•.- with standingwater. \ �gi':�'•• - \�;•/ 10dx1Y2'Wads supplied isa&minr ,• Cover truss bundles with paper wrap or canvas tarps to protect them �' ��- 2x4 starter strut by 2x4 with two by edBuilT" • Nailer per plan.Attach to fr m h n I tl V r will tur ` contractor.with framing 10dxr Wads at Roof strut bracing- -o the welt er Do of use p as c co e s as they cause mors a It `t� trussbottomdlord with ��� anchors supplied by eacb truss• by attach to top of I + ` \fri. 2-10dx3 nailsmin.to accumulate on the trusses. Prolonged exposure to the elements Damaged trusses must be /% %��� RedBuitt'" tractor truss top c hors ;,: � harms the appearance and strength of the trusses. repaired or replaced ���� Typ at floor "-- (2)2x on edge by others �' �� ��_� .• : W'��"" Load (spanning a min. of 2 panel it \ T1 yp a r roof _ '� Typ at {Maximum load and location points}. Install one bolt above Splice nailer together with 3-10dx3' 3 GENERAL INFORMATION Abbreviation Term _ ��� � end wall // Floor strut shall be in accordance with each bottom chord pin to hold nails each side through 2x4x24' block Abp Approved for Production ��� bracing- approved truss calculations) 2x's in place. (17 on either side of splice) AOR Architect of Record Sheath and nail per protect �'I� architect, engineer, or local attach to CL Centerline rig �•,� -' '- " Support Detail for Loads Supported from underside building code. See section 8 Typat odd • All nails specified in framing package to be "common" nails unless noted aL Double adlLoad for allowable nailing. °amu s top spacing Bottom Chord Bottom Chord Nailer otherwise. Use proper size nails to fill all nail holes in bearing clips, bridging EOR Engineer of Record Strut bracing required and supplied by RedBuiltn'. Sea clips, bracing, etc. FBO Framing by Others plan and section 5B for number of rows required. See FOC Face of Concrete section 6 for truss alignment 9D _ 9E FOS Face of Stud Note: Double ,o. • Do not scale drawings: written dimensions take precedence. GC General Contractor chord truss - ___:)L__ LL Live Load , (Red-s'")similar Field bend bridging LSL Laminated Strand Lumber clip before nailing to • Manufacturer's responsibility is onlyfor the design of the RedBuiltTM LVL Laminated Veneer Lumber OFA Out for Approval bridging row products and not for any supporting structure orloadsother than indicated OW Open-Web Trusses by RedBuiItn" 6 INSTALLATiON TOLERANCES PERMITTED i` - herein. All materials shall be supplied byothers, unless specifically noted as PIT Plate Overhang Tolerance at Bearing .1, PPP Y . -/ Strongback bridging per PSL Parallel Stranded Lumber / 9 9 9 "by RB" or "by RedBuiltTM" herein. RB RedBuit' Truss Chord Alignment Tolerance Vertical Alignment Tolerance (Red-S bearing shown) \ 5-10dxtY2 plan with approximate _ _ I Strongback bridging •4w nails by RB ` 12'lap � }r2'maximum * i= ".,� �.. ' a per plan with "" / �` --- — -- � r � �� approximate 12' lap �/ , `l Nit*.c.r` ppr1 >� - L 5-16dx3Y2 nails, r" " t Clip installed clinched, by 5-10dx1Y'nails by RB 4 MATERIAL IDENTIFICATION Bottom chord of truss should ■• Y4'maximum overhang'for by RB others 2 43/8"± To provide proper 5-16dx3Y2 nails, dinged, by others A. C T - = A. Strut Bracingis tubular steel with flattened ends supplied with all open-web trusses performance.trusses not be out of square with all truss bearing hardware PP P deck by more than v�"per }� maximum overhang for Red-M`series Red-hr & Red-W Strongback Bridging Red-C, Red-W'" and Red-Sri` Strongback Bridging H RS12 supplied for 12" OC systems). Strut bracing to be installed as each should not vary more than . trusses with Z-Clip or Pedestal bearing hardware (Simpson pp )/2'from a straight line 12'of truss depth(e g Y2 No tab for single-chord trusses I truss is set. See sections 5A - 5D. for 24'deep truss) B. A B. Plywood Edge Blocking is provided by RedBuiltT"" on some projects and used for nailing sheathing edges. Edge blocking does not take the place of strut bracing 7 STACKING MATERIAL `� and will notprevent trusses from bowing. Install edge blockingafter strut bracing 9 (installation bracing) is in place and immediately prior to laying sheathing. THIS NOT THIS C. C. 2x4 Starter Struts supplied by contractor with framing anchors each end (shipped � ,� • DO NOT cut, drill or damage the chords or webs. �� • FiELD MODI FI CA TION �� loose) supplied by RedBuiltT"". Flatten speed prong and fold portion of vertical tab _ �C - ���. �` • DO NOT remove steel pins or webs (even temporarily). qtr. ..io- � ��.- A� ~.�� •�_ -��� around end of 2x4. Attach with 6-8dx1Y2 nails each end. See sections 5A and 5D. ..-ir��� _�_ i��� _ -� -� ��. OF TRUSSES • DO NOT make field modifications to trusses without written D. :C _ ...;.-7-......1b„,:� �� �1'' .. �; NOT PERMITTED approval of RedBuiltTm. D. Cross Bracing is provided for most bottom bearing locations. Cross bracing to be CAUTION �� , installed as each truss is set. Contractor to bend ends prior to installation. Maximum of 3 sheets of RedBuiltTA Open-Web Truss Product Sections - Refer to plan for series and depthsheathing per 10 feet of truss length WARNING For allowable holes and fasteners information p If you have questions or concerns: Single Single Double Double Double DO NOT allow workers or materials on the trusses until all truss bearings �, please scan the OR code or use the link below 11Y2-x434° I1Y226TM 5 13/2"x53/2".xs " and bracing have been permanently attached. See section 5. to access page number 3 of sprinkler system Call your RedBuiitTM Representative directly, 1/2 x3y2 11/25(33/2" �22 . - installation guide or for general customer service call Chord Chord Chord Chord Chord QL '` - 757 ," ,� -� ry �. �, ,� �, ,� p p f 866 859 6 Sheet 1 of 3 Red-I ,Red-145'", Red-145L Red•158 fled-165 Red-190 Red-190W". , Red-L Red-LT Red-WT". Red-S Red-MY".Red-HT".RedLam rZedSpec and RealuiltTM• arc rlttp:/f WWW.redbuilt.tom/images/docs/RedBuilt9�c205 rinkler9�6ZOGuide. df l Red-L'~ Red-W'"' Red-Si" Red-M"` Red-H"4 trademarks of RedBuilt LLC Rev 12114 V GENERAL \OTES LEGEND a}rQ tiwc. ® KEY NOTES I . PLEASE PROVIDE GARAGE DOOR CONNECTION POINT DESIGN CONSIDERATIONS L0 S Z.x,„4 zit LOCATIONS AND LOADING. BUILDING CODE- 2014 OSSC v il3 Ifib ROOF DESIGN 7Aczvy SNOW LOAD (@ :15 ): 25 PSF a DEAD LOAD: 15 PSF nRari DESIGN WIND PRESSURE (ASD C 1600 OR Please Advise ZONE i -14 PSF ZONE 2 -17 PSF ZONE 3 -17 PSF := - - _ :40i-g' - - RED END of r Below Mark Ups TRUSS CHORD ___ 2 HERE EOR PLEASE VERIFY ASD WIND FO SHTG wiY-Y ' PRESSURE ZONES OR SUPPLY CORRECT. l_ — _ _ 1 r _I_ I _ t___-463_ L Q t � ? T � I1 _ _ — � _ _ � t � I ;r ADDITIONAL LOADING FOR TRUSSES DO NOT MEET SPECIFIED�� 1` � -....-- TOTAL LOAD DEFLECTION OF L/360. TRUSS / // L J , // - DESIGN HAVE A DEFLECTION OF L/350 WITH [ XX - SNOW DRIFT MAGNITUDE IN PSF { - TYP. SPECIFIED LOADING. PLEASE SEE TRUSS TYP. 1 00 ! © t y DESIGN FOR MORE INFORMATION. PLEASE -C �— I I i IIMF • •VISE IF DEFLECTION IS ACCEPTABLE. X'-XX" - SNOW DRIFT LENGTH 500 [ 500 I ' 500 ++ --- y ++ ++ I k 3 1 �O©' I I I ( , • ' E iZ - MECHANICAL LOADING 1N LBS. Open-Web Trusses XXXtt 4 Quantity Type P -.. r'.. 441 - Clear Span 3 54 A 40" PARALLEL Red-S 46-8 V DRAWING NOTES 4$ LEGEND k r...— ++ ++ --� -.__- + + —I 4 AD 40" PARALLEL Red-5 48'_5 'ems 50,-- b 01 - - ...�rTI`' - FOR TYPICAL NOTES, STANDARD DETAILS, AND ABBREVIATIONS, 4. SEE INSTALLATION COVERSHEE T(S). 0 o I Y LTRUcTURAL DEVIATION: - ALL DIMENSIONS ARE FROM FACE-OF-STUD, FACE-OF-CONCRETE // X� // _____� X �/ �/ '\/ X �� //., OR PLEASE APF'IZOVE OR CENTER-OF COLUMN/BEAM UNLESS OTHERw1SE NOTED /� /\ /� ; ED-L 11� LIEU F '�TYP. / ED-L AS SPECIFIED. ++. - ++ ---� i ++ — XX(##) - PRODUCT CALLOUT AND QUANTITY ON PLAN. (Ni `, "XX" - STRUCTURAL MEMBER TYPE CALLOUT il'-6" CV- I s "an" - QUANTITY OF STRUCTURAL MEMBERS IN BAY v 4_4. .._-__, 4,4, _.... TA6.565 4 45 .....___ ++ ___ ______,. OPEN-NEB NOTES $ LEGEND TYP. Pr51 te44. ., 54 NO MORE THAN 15 TRUSSES PERAY ARE TO / __ __ __ __ __ __ __ __ __ __ — — --// �- // AL - BEFORE TOP CHORD SHEATHING IS REQUIRED. BE INSTALLED ._ - _ _ _ - - - _ - - - - - - - - - - -o LIS / 1 - INTERMITTENT ROW(5) OF METAL CROSS BRACING 1°.. s.-- R ® BY RB. FOR ADDITIONAL INFORMATION, SEE FO SNTG ' DETAIL 6/3 AND MATERIAL LIST. PLEASE VERIFY "tt.tt" - METAL BRACE LENGTH FROM TIP TO TIP DIMENSIONS b SPACES (0 �� 5 SPACES 5 - 2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS ARE TO FACE @10 OC START LAYOUT @ 32 OC UNO 64" @ I6" OC 11 16/8 INSTALLATION. SEE INSTALLATION COVERSNEET, SECTION 5D. OF 74" / 1 1 SHEATHING > 1 ++ - - + + ++ - CONTINUOUS ROW OF METAL STRUT BRACING BY RB, je 8REQUIRED FOR LATERAL SUPPORT DURING TRUSS Ch Sus INSTALLATION. SEE INSTALLATION COVERSHEET, SECTION 5D. Q• SUBMITTAL REVIEW - r/ // - CONTINUOUS ROW OF MIN 2x 4 FLAT BOTTOM CHORD NAILER ROOD FRAMING Aloars M Reviewed F1� C � BY RB. SEE INSTALLATION COVERSHEET. LN) LOCATION P L A N �s 0 Revise and Resubmit a� SCALE Ye '=I'_O" C' 'à1 rid n Submit specific item at il1e and Ibis review is for y w�h �e dem Docl�t s- general compaance , , phren lie Ca�rad °r made on the s� dra ngs " hi" d° nal � cow o� a s�ecmC a ‘ tc . 1g �tpii.3nre wit the d�P�� Is �� not ire ap�v+ral d an ass�en'�ht d � � � thee . � r�,r.2. �:.: a for: m be aonArmed and to the or 10 /�a means, , o�/ dares of d Ns or herWork w that of al otherEzqu �for o a work le a ms`s and s is l manner. trades P� �t 11HCE Mont Comulting Engineers Ile spo SW Rabr B4 S Por OR 9 ehane J92sila Erni: IICfI*. • . II iik Date 1 W-. rI3Y IL%IN.. IN ACCORDANCE WITH IBC SECTION 1603.1, THE PRODUCTS IN THIS PACKAGE PROJECT ASSUMPT IONS- ALL MISCELLANEOUS ITEMS (SPRINKLER LINES, SOFFITS, DUCTWORK, � HAVE BEEN DESIGNED FOR ONLY THOSE LOADS SPECIFICALLY SHOWN ON THE CONSTRUCTION DOCUMENTS THE CONSTRUCTION DOCUMENTS AND PLACEMENT ELECTRICAL CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE A UILT DIAGRAMS HAVE NOT BEEN REVIEWED BY A REDBUILT ENGINEER. IF OTHER UNIFORM DESIGN DEAD LOAD SI-SOWN, UNLESS SPECIFICALLY SHONN LOADS (WIND UPLIFT, SNOW DRIFT, BRACE LOADS, ETC.) ARE TO BE OTHERWISE ON THESE SHOP DRAWINGS. A APPLIED, PLEASE PROVIDE THE MAGNITUDE AND LOCATION. - ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED DATE REMARKS Engineered Wood Products - TO FIT BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. - Durham Square Bldg 11i Tigard, OR Roof DRAWN DATE CHECKED DATE ORDER tt SHEET ` Red-I45TM, Red-I6STM, Red-I90TM. Red-19OHT". Red-I90HST", RedLTM, Red-WT" Red-STM', Red-MT", Red-H'", RedLam'"are trademarks of RedBuilt JNC 31G/18 T1177 3/6/18 1 0022G 2 OF 3 , TI-FINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING w 4/w • PLANT WELDED 2x10 LEDGER BY OTHERS (ATTACH TO �� EOR PLEASE SUPPLY - EOR PLEASE SUPPLY BETWEEN RIBS OR FULL WIDTH EACH LOAD TRANSFER BLOCK WITH 4-10d ,'' xxxPLF (ASD) VERTICAL LOADS FROM x PLF (ASD) VERTICAL LO. 0 FROM NAILS) FIELD DRILL LEDGER AT t1 - 8C) I(oO% PARAPET BRACE. @ I�o PARAP. = - •CE. IOd NAILS BY RB (5) LOCATIONS OF TRUSS PIN INTERFERENCE ,` p}f2x ' LOCKING j 2x4 BLOCKING NAILS EACH SIDE TO ALLOW FOR FLUSH FST BY RB �� , BY RB gap , � � 2x8 BEVELED SEE BEARING CLIP 2x8 BEVELED SEE BEARING • IP o w I� %1; `'`��. PLATE BY RB DETAIL 3/3 PLATE BY RB �t DETAIL 3 3 i I �It, ~ , !El 11,1 3 # 1 N .- ' I A O 2x LOAD TRANSFER ' 2x FRAMING MN -� M. BLOCK BY RB BY OTHERS I :a Wil': ' METAL BRACE BY RB @ EVERY OTHER 2x8 STUD WALL --4.--- 2x8 STUD WALL Ell LOAD TRANSFER BLOCK (NOT REQUIRED "\III WITH DIRECT APPLIED CEILING) EOR, PLEASE APPROVE LADDER FRAMING BY OTHER AT ROOF HATCH. O ,d RED-S "S" CLIP (WELDED) © DBL RED-S TRUSSES WITH LADDER SEE PLAN. 4 W► WiF TOP Cl-IORD BEARING 3 FRAMING ON FLUSH LEDGER Mir REF. I/53.1 REF. 2/53.1 KEEP BLOCKING MIN 7 MECN UNIT 6-IOdxIV NAILS INSTALLATION NOTE 6" AWAY FROM PER PLAN./ BY RB EACH END METAL CROSS BRACING MAY NOT TRUSS PIN I'S/ OCCUR AT EVERY TRUSS SPACE. SEE //x//// I` PLAN SONS T(S) FOR CROSS BRACING METAL CROSS / \ / \.- ___1 1 BRACING BY RB \ / 11110' I is�'11 �de $`�. a� SPLICE NAILER TOGETHER SUBMITTAL REVIEIN 6X BLOCKING W/TF HANGER BY ♦ \—����I% WITH 3-I0dx3" NAILS EACH, OTHERS. PRE-DRILL ALL NAIL , SIDE THROUGH 2x4x24" BLOCK HOLES TO AVOID DAMAGE TO / (12 ON EITHER SIDE OF QFtn h as Condit TRUSS CHORD. ii� 1:41.11?, SPLICE) ❑Relecild cJbea"4Petnd \ / 2x4 NAILER BY RB ATTACH TO TRUSS BOTTOM CHORD �� III *a 0Submitec* Nom 0 0 0 o WITH 2-i0dx3" NAILS MIN. Tw is it. of project end general compliance wliti the kalorindion given in the Contract Docurients. Corrections tv comments made on the shop drawings doing Ids review tin not Move contractor *om ` compliance with ihe requirements afire plans and swa:aeons. Approval of a specilic inn © RED- 5, RED- M Et RED- H6 shall not include approval ar an assembly of stitch tie ire is a component. IsCROSS BRACING I NG (TRUSS TO NAILER) r=f to be cordirmed aid cor+eiiad 6 to Jabsie; Information 14 REF. 753 , peers edgily b orb lv mew n u sequences and of conelnacilam coardiruglon al hie or her Wort will tot d al other trades and far pirbrmlel d short is a sets end elisfactory mow -S 1k ! IHCE Non C - LLC gpsSVFIlaiburftd.Sts vs Portland.OR Deie3 °.I %...I ti av J • 0 0 - STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT SHOWN ARE TO BE PROVIDED BY OTHERS. HARDWARE SHOWN 15 TO BE PROVIDED BY OTHERS UNLESS MARKED 'BY RB.' REFER TO THE CONTRACT O PDOCUMENTS FOR HARDWARE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. \1 ° 'C\��GRCk - SEE I-JOIST INSTALLATION SHEET FOR WEB STIFFENER NAILING. R cPOIS - FOR BEAMS SUPPLIED BY OTHERS, SEE CONTRACT DOCUMENTS FOR OR SPECIFICATIONS AND OTHER INFORMATION NOT SHOWN HEREIN. 914/' o�� - FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC... TO JOISTS OR TRUSSES, PLEASE SEE "SPRINKLER SYSTEM INSTALLATION GUIDELINESTM. IF ADDITIONAL COPIES ARE REQUIRED, PLEASE CONTACT REDBUILT OR GO ONLINE TO: HTTP://WWW.REDBUILT.COM I n ° , , BUILT 0 0 BY DATE REMARKS Engineered Wood Products Durham Square Bldg 131 Tigard, OR DETAILS DRAWN DATE CHECKED DATE ORDER u SHEET JWC 3!6/!8t., TM 3/6!18 002�� 3 OF 3 Red-145TM, Rei-IssTM. Red-190T", Red 190HTM', Red-I9OHSTM, Red-Um, RedwTM Red-sem, Red-MTh', Red-HTM, RedLam"'are trademarks of Red6uift TI4INK SAFETY - READ INSTALLATION INFORMAT ION BEFORE PROCEL 417-<°' (301BUILT Project: Durham Square Bldg #1 Type: AD 411( RedOpenWebTM v5.0.24 317/2018 12:19:44 PM PAGE, 2 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified dimensions have been provided by others and must be verified and approved for the specific the analysis. The input loads and professional for the project. Truss design values have been accepted by the following agencies: application by the design ICC ES Report No. ESR-1774, LAC RR 22614, and DSA. the RedBuiltTM custom products listed above with was used for Code ICC -Allowable Stress Design methodologyanalyzing chords analyzed using RedBuilt-9i' analysis. -Pricing Load = 126.6 plf OPERATOR INFORMATION Jed Clawson 208-364-1319 Copyright © 2017by RedBuilt LLC Red-Sm and RedOpenWebTM are trademarks of RedBuilt LLC, Boise, Idaho, USA. RedBuilt"A is a trademark of RedBuilt LLC, Boise, Idaho, USA. RedLamTM is a trademark of RedBuilt LLC, Boise, Idaho, USA. g<edBUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebTM v5.0,24 3/112018 12:19:44 PM 7.10" 10 x@58.513" ___ _ _ -- -- - _�_ - _.�_ 5.91" 40.0Q0n A---- A .. _ I A- Ar \\\ ._, \'\ „. „..„ A.:_____________ _______ i i , ilx i ,6 16 �� al i-_- �,, , � 1 X16 � 1 � , 1� ,--4 \ --- _.„,/ \\ 7_________t Vie i 10 (419 \e:i.; - \ ___I / . i , 1 . /, i � 9.25" I 58.4s0" W� - _-----�- __ - - - - 3.25", 48 8.624" } Left First Web Distance: 29.257" Top Chord Material: 2- 1 .50X 2.3" RedLam TM LVL Bottom Chord Material : 2- 1 .50X 2.3" RedLamThi LVL Camber: 1 .025" Bottom Chord Slope: -0.500/12 SERIES LEGEND #1 Truss ID: AD Red-STMProject: Durham SquareBldg PIN# ____ _____ ____ 1 . � ion: Tigard, OR Quantity: 4 � S-Clip EY LEFT TOP Locat g N# 11 . Project Number: 100226 S-ClipRIGHT TOP PI DeiR1 • 3/4" DIA. PIN 1 /2" DSA. PIN L11etY: - WEB, 1 114" DSA. Copyright O 2017 by RedBuitt LLC '� DIA. 8� WEB GAUGE Red-S7'�', and RedOpenWebTM are trademarks of RedBuilt LLC, Boise, Idaho. Cj 1RedLamT ', RedBuitt is a trademark of RedBuitt LLC, Boise, Idaho, USA. 1 1/2" DIA. 1( 1-le,CIBUILT. Material EnCjtneered Wood Products RB Number 100226 Operator Jed Clawson Durham Square Bldg #1 t�ce Boise Project Name D u rh q Location Tigard, OR Delivery Dl : OW Comment Preliminary: Not For Production Plant Hillsboro Status Out For Approval Latest Revision : Report Typo Customer RedBuiltT" Open-Web Products Trusses . . - Faatnrs. Depth(s) Appi. Profile Clear Span Pr. Length Pr. Load Fastnrs. Left Ri , ht Footage Notes Quantity Type Series 4 AD Red-S 40 115% Parallel 481-8.62" 50.0 126.6 14-1Od 10-10d 200.0 14 ll4$'-8.62" 50.0 126.6 10-10d 10-10d 2700.0 54 A Red-S 40 115% Para a . . . . . •. . . . . . . . . . . . . . . . . . . . . . . . Total 2900.0 58 Red-S RedBuile" Open-Web Products Blocking Quantity Type Size Length Net Custom Width Series & Clip Spacing Tight To Notes 26 2x4 10.500 (in) Nom RED-S - All Clips 16 Bearing Clip ‘f 96 2x4 26.500 in Nom RED-S - All CH ' s 32 Bearin • Cli • 1 RedBuiltm Open-Web Products Bottom Chord Nailer Lineal Ft Type Size Grade Notes 422 2x4 RedBulltT"' Open-Web Products Strut Bracing Notes Quantity Type Style Spacing Series 40 W5 16 Red-S 184 W5 32 Red-S MMIEMOmillonni•MIL /( • 100226 Durham TeamBuilder 3.15 Dl : Square Bldg #1 1 of 2 100226 Material Pp Out For Approval 3!7/2018, 2:26 PM If RedBuiltTPA Open-Web Products Cross Bracing Quantity Type Style Lem Bend Profile Uplift Application Depth Spacing Notes 24 B2 54.000 Wind Uplift 30"+ 40 16 42 B2 54.000 Wind Uplift 30"+ -_ _- - 40 _ 32 �.. 30"+ 40 1 Wind 10 B3R 46.250Uplift Note 1 To be used * er detail 4/3 RedBuiltilA Products Bearing Plate Lineal Ft Type Size Net Beveled Notched Grade Profile Angle Thick Thin Width W2 Notes 280 2x8 Nom Bev. (Sgl.) Not Notched P1 2.4 1 .500 1 .188 7.250 Hardware Notes Quantity Type Description 1 .0 lb 8dx1 .5" Nails 16.5 lb IOdxl .5" Nails 16.5 lb 10dx3" Nails 16 A35 Framing Anchor • Durham Square Bldg TeamBuilder 3.15 D1 : 100226 q #1 2 of 2 3/7/2018, 2:26 PM 100226 Material Out For Approval ,( 47-* #()131,111L, 1N1 Engineered Wood Products RedBuiltTM, LLC 200 E Mallard Drive; Boise, Idaho 83706 • Mail: PO Box 60; Boise, Idaho 83707 Ph: (208) 395-2400 • Fx: (208) 395-2443 RedBuilt Calculations Date : 3/9/2018 Project: Durham Square Bldg 1 Location: Tigard, OR Job No . : 10U226 The professional engineer's seal on this letter is to confirm the RedBuilt products identified on the attached calculation(s) are designed to support the loads shown for the span(s) and spacing(s) indicated. The attached calculation(s) assumes that adequate detailing has been performed by others in accordance with RedBuilt recommendations. I have only reviewed the RedBuilt calculation(s). I have not reviewed the project construction documents or any other project information. The design loads , span(s) and spacing(s) were provided by others. If this information is incorrect or incomplete, notify your RedBuilt Project Manager, Masood Khalil, (503) 640-7154, immediately. The suitability and application of the identified RedBuilt products for this project are the responsibility of the Design Professional of Record. Calculatiofl(S1 included: - Type(s) : A, AD SUBMflTAL REVIEW Reviewed [] Furnish as Corrected 0 Rejected DReviSeafldReSUbmI 0 Submit Specific Ittin iwiri p PROi , This review r�wfor �pig with ��pte'eddeign c.concept vc d the sap��iC and�r� rrtoh the Contract Documents. Condoms or ifeo,soNek. � R,� ehthe shop aadv �h�e aurinenda� review do not reeveac� a � � hltaemm shag not knc►urle iRflmvai of an assembly of wtich the Neem it a oomph Cortractor Is 94119 P E m4,11+01e tcr. dimensions to be confirmed and correlated at the J information mit 03/09/2018 c '.:v.ifts vidy b the fabrication processes or b the monk methods, teclniaues, v.vo,c.es arid procedures of comer eoadnatian of his or her Work with tot d d OREGON other trate and for porrormaq as wadi M a safe and satisfactory mow 3/10/2015 �� ,0,9 4. rifi%V M . V i t e ØHCE tiara Caraulting Engineers LLC EXPiRES: 06/30/2019spa SW Iliwbur Skid. Ste 135 Pardand.OR gas. . 111 � C11°. � s� � �'�°�"�� RçdBuUtTM Product Approvals: RedLamTM ESR 2993, Red-ITm Joists: ESR 2994, Open-web trusses (Red-LTM, RedWTM, RedSTM Red-MTM, Red-HT"'): ESR 1774 4V Square 1-r<PaCIPBUILIT Project: DurhamBldg #1 T q g Type: Al Location: Tigard , OR Qty: 54 1 Delivery: R1 Project Number: 100226 RedOpenWeb TM v5.0.24 3/712418 12:18:51 PM PAGE 1 Del . Desc. : <description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -�_---- ______ - ____________ _._.__--- Reference Span = 50' 0.000" N( h'�M • 0.44" o.2�H • 0.25" 40.000" RedSTM OPEN WEB TRUSS - _• ...�. _ .11..•,•=•.._ - _.�_. . . _�... .._--.�-�. _�_ Parallel P raf I l e , . , -4 ' \ / \ . , . : ;15r6g2 ---4 \ , . ' ' ' , i -- . . \ ' SIM an " , Clear H , Top Chord Slope = -.5/12 � 4.00" Min. Gap �► +---a 4.00" Min. Gap Product diagram is conceptual. All dimensions are horizontal. LOADS : forOpen-web Member Supporting SNOW Structural Classification. Analysis P . duration, 15 Dead (topchord , 0 Dead (bottom chord), @ 32.000 O.C. and.Loads (psf): 25 Snow at 115 /o durst o } LOAD GROUP #1 @ 32.000" 0.C.-wind (1 )TYPE CLASS LIVE DEADLOCATION APPL APPLIED TO COMMENT Uniform(psf) W(1 .60) -17 0 0.688" to 49' 11 .312" Adds to TC Wind Uplift LOAD GROUP #2 @ 32.000" O.C.-Mech/Snow drift LOCATION (1 ) ADPL APPLIED TC COMMENT CLASS LIVE DEAD TYPESnow Drift 0 to 0 0.688" to 7' 0.000" Adds to TC Tapered(psf) S(� . 15} 30 to 0 Snow Drift Tapered(psf) S(1 . 15) 0 to 30 0 to 0 42' 6.000" to 49' 11 .312" Adds to TC 10.000" Adds to TC, on chord(s) Mech 500#/2 Trusses S 1 .15 0 125 38' Point(lbs) ( } on chords Mech 500#12 Trusses • 43' 11 .000" Adds to TC, chord(s)Point(lbs) S(1 . 15) 0 125 t LOAD GROUP #3 @ 32.000" O.C.-Seventh truss parallel snow LOCATION (1 ) APPL APPLIEDT4 COMMENT CLASS LIVE DEAD LOCAT TYPE Parallel Snow Drift 0 6' 0.000" to 43' 6.000" Adds to TC Uniform(psf) S(� . 15) 4.3 Snow drift 4.3 0 to 0 0.688" to 6' Tapered(psf) S(� . 15} 30 to 0.000" Adds to TC Snow Daft Tapered(psf) S(1 . 15) 4.3 to 34 0 to 0 43' 6.000" to 49' 11 .312" Adds to TC LOAD GROUP #4 © 24.000" O.C.-Doubles N (1 ) APPL APPLIEDTO COMMENT CLASS LIVE DEAD LOCATIO TYPE Replaces TC Doubles @ Hatch 1 . 15 25 15 0.688" to 49' 11 .312" p Uniform(plf) S( ) (1 ) Location is specified from left reference point unless noted otherwise. • RIGHT SUPPORT (Angie: 0°) LEFT SUPPORT (Angle: 0°) SUPPORTS: Material: Plates) Material: Plate(s) Bearing Clip: S-Clip Bearing Clip: S--Clip Reinforcement: Chords} only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 98.2% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM - 32 W ( 1 .60) 3165 S ( 1 . 15) -532 �1V (1 .60) Load (lbs) 3152 S ( 1 . 15) 5 Total -1131 2168 -1130 Does not meet specified ecified deflection & CAMBER: DEFLECTIONSplease advise. „ l1mets . Deflection (Total Load) Span: 1 .669 (L1350) Span: 1 . 110 (L'527) s DO/ kA'fpDeflection (Live Load) � 25" Recommended i c -1 g Center Span Camber: 1 .0 , Copyright © 2017 by RedBuilt LLC Red-STM and RedOpenWebTm are trademarks of RedBuilt LLC, Boise, Idaho, USA. RedBuilt'`"'' is a trademark of RedBuilt LLC, Boise, Idaho, USA. RedLamT"" is a trademark of RedBuilt LLC, Boise, Idaho, USA. IV 47<eCiBUILT Project: Durham Square Bldg #1 Type: AD Location: Tigard, OR Qty: 4 Delivery: R1 Project Number: 100226 RedOpenWebTTh' v5.0.24 <description> 3/7/2018 12:19:44 PM PAGE 1 Del. Desc. : THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED - --- - _._ ._ __ _______ _ _-__.___ --.-� Reference SP an = 50' O.00O" -- ---_- __.._._ .-w--___---._..______._ _ -. --- --.- _-- -. . _-- 1( 0.44" 44" 0. r0.25" 0.25" 40.000" Red-STM OPEN WEB TRUSS _-- _ �- - w Y - - - _ � Parallel Profile , . - - - - --______ _, , lia-;;F=-----4 \ \ , 1 ‘ , , , / t . /7 . , . .. , fi ----4 ' , / 7•257 v ' Clear Span = 48 8.624 - �_.-_.� _ _�.___., ._._: _M_._.- =.____ ._ -_---____.�._,._ Top Chord Slope = -.5112 N/ 4.00" Min. Gap t--• -i 4.00" Min. Gap Product diagram is conceptual. All dimensions are horizontal. LOADS: Op Analysis foren-web Member Supporting "SNOW Structural Classification. 115% duration, 15 Dead (topchord , 0 Dead (bottom chord), @ 32.000" O.C. and: Loads (psf): 25 Snow at ) LOAD GROUP #1 @ 32.000" O.C.-Wind LOCATION (1 ) APPL APPLIED TO COMMENT TYPECLASS LIVE DEAD Uniform(psf) W�1 .60) -17 0 0.688" to 49' 11 .312" Adds to TC Wind Uplift LOAD GROUP #2 32.000" O.C.-Meeh/Snow drift (1 ) APPL APPLIED TO COMMENT CLASS LIVE DEAD LOCATION TYPE Snow Drift 0 to 0 0.688" to 7' 0.000" Adds to TC Tapered(psf) S{1 . 15) 30 to 0 Tapered(psf) S(1 . 15) 0 to 30 0 to 0 42' 6.000" to 49' 11 .312" Adds to TC Snow Drift Point(lbs) S(1 . 15) 0 125 38' 10.000" Adds to TC, on chord(s) Mech 500#/2 Trusses ( � " Adds to TC, on chord{s} Mech 500#/2 Trusses `nt lbs S 1 . 15 0 125 43 11 .000 Point(lbs)} ( } @ LOAD GROUP #332.000" O.C.-Seventh truss parallel snow CATION (1 ) APPL APPLIED TO COMMENT CLASS LIVE DEAD LO TYPE Adds to TC Parallel Snow Drift • 15 4.3 0 6' 0.000" to 43' 6.000" Unrform(psf) S(1 . } 0.000" Adds to TC 6' Snow drift 0 to 0 0.688" to Tapered(psf) S(1 . 15} 30 to 4.3Snow Drrft Tapered(psf) S(1 . 15) 4.3 to 30 0 to 0 43' 6.000" to 49' 11 .312" Adds to TC LOAD GROUP #4 @ 24.000" O.C.-Doubles LOCATION (1 ) APPL APPLIED TO GOMMENT LASS LIVE DEAD LOG TYPE C TC Doubles @ Hatch Uniform(plf) S(1 . 15) 25 15 0.688" to 49' 11 .312" Replaces (1 ) Location is specified from left reference point unless noted otherwise. . � RIGHT SUPPORT (Angle: 0°) LEFT SUPPORT (Angle: o } SUPPORTS. Material: Plate(s) Material: Plate(s) Bearing Clip: S-Clip Bearing Clip: S•-Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS. Truss Member's Critical DesignComponent Com nent Value: 98.2% (Design / Allowable) • consideration for partial span application live load. Truss design includes LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM REACTIONS: (1 . 15)S3165 S 1 . 15} -532 w ( � .60) Tata! Load (lbs) 3152 -532 W i :. , a . -1131 2168 -1130 ># DEFLECTIONS & CAMBER: }' Deflection (Total Load) Span: 1 .669" (L1350)>" •s eclf�ed def�ectlon Does not p Deflection (Live Load) Span: 1 . 110" (L1527) . . EORplease advise . „ 11m1ts Center Span Camber: 1 .025 , Recommended ?- PJ14 Czs ) 5 0Z5ht40 3 ,.0) c -- It AS4A Copyright 0 2017 by RedBuilt LLC Red-ST" and RedOpenWebr'l' are trademarks of RedBuilt LLC, Boise, Idaho, USA. RedBuiltm is a trademark of RedBuilt LLC, Boise, Idaho, USA. RedLam'''A is a trademark of RedBuilt LLC, Boise, Idaho, USA. dst 49-16<eC,BUILT Project: Durham Square Bldg #1 Type: A RedOpenWebTM v5.0.24 3/7/2018 12:18:51 PM PAGE 2 ADDITIONAL NOTES. isoutput from software developed by RedBuilt LLC. Allowable product -IMPORTANT! The analysis presented o p p materials and code accepted values shown are in accordance with current RedBuilt."'" design values. RedBuiltTM Engineering has verified • • havebeenprovided byothers and must be verified and approved for the specific the analysis. The input loads and dimensions Y • the project. Truss design values have been accepted by the following agencies: application by the design professional for9 ICC ES Report No. ESR-1774, LAC RR 22614, and DSA. the RedBuiltTM custom products listed above with was used for Code ICC -Allowable Stress Design methodologyanalyzing chords analyzed using RedBuilt analysis. -Pricing Load = 126.6 pif OPERATOR INFQRMATION Jed Clawson 208 -364-1319 Copyright © 2017 byRedBuilt LLC Red-ST"" and RedOpenWebT"' are trademarks of RedBuilt LLC, Boise, Idaho, USA. RedBuiltTM is a trademark of RedBuilt LLC, Boise, Idaho, USA. RedLam T"" is a trademark of RedBuilt LLC, Boise, Idaho, USA. DO NOT SCALE THIS TRUSS PROFILE g<t?,C/BUILT RedOpenWebTM v5.0.24 31712018 12:18:51 PM 7.10" 10@58.513" � _ __ � __ __ _ _____ _ ___ _ ____. __ __ .� ___ _ 6.91" 40. _._ I \ r • i . . / \ 0/ \ ---_ 7.11 1 I ii AO 1 ' 1 ' 1 ' r / . 1 i gr. 1 . -1--- — - - - \ / 1 ! _ ___ \ / \ / git la it_____ __________ _ _ _ ___ _ _ • ______._._ ___ ___ - • __ — __ ___ __ , __ _ ______ , ,-, __ _ ______ •. _________ ii 9.25" 9 @ 5g,46p __�. _. 419.25 s 48' 8.624" -- _ _ ._- . .--- - - -- - 0 Left First Web Distance: 29.257" Top Chord Material: 2- 1 .50X 2.3" RedLam TM LVL Bottom Chord Material: 2- 1 .50X 2.3" RedLam i `" LVL Camber: 1 .025`. Bottom Chord Slope: -0.500112 RedS SERIES LEGEND . ... .. - _ .._________. . .__ ______, - - . Prr9 oject: Durham Square Bldg #1 Truss ID: A ' LEFT TOP PIN# 1 . _ � Location: Tigard, OR S-Clp3 lli RIGHT TOP PIN# 11 . project Number: 100226 i S-Clip @ R Delivery. R1 112" DIA. PIN• 314" DIA. PIN . -- - --- - -- - 1 1/4" DIA. Copyright 0 2017 by RBdBuitt LLC �� W E B, 1" DIA. W E B G Al!G E Reds T", and RedOpenWeb n" are trademarks of RedBuil! LLC, Boise, Idaho. --� LiRedLam�', RedBuilP is a trademark of RedBuflt LLC, Boise, Idaho, US& 1 112" DIA. .