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Plans BU P2019-00038 City ofTigard OFFICE COPY 0 c� v d Plans IJV i0 l 1 -- o O' 2 gppro 1.. � SS �&1-A/60 , 3i Rv Date �7 sit/ • tltGEVE ATTENTION BUILDER DEC 18 2019 —0 D 1•1111111 si _ vv _ 3 TRUSS — ,,,,,,,�si — 0 R MAT 0 Enclosed is IMPORTANT information on how to safely and i* cIaU1LT CITY�GovslRo°n� r— \ISTA — _AT properly install open-web trusses. Personal injury or death Engineered Wood Products may result from failure to read and follow this information. [11 PRODUCT HANDLING 5 INSTALLATION BRACING 8 NAILING OF SHEATHING TO TOP CHORD MEMBERS THIS NOT THIS WARNING Minimum Nail Spacing 4211,1111%T., Red-L' Red-MT" RedLam'" LV:_i Without correct! installed bracin , Maximum Nail S acin Nail Type Nail Size Red S�Y g p g Red WRed-H"" Narrow Face Widest s acin for nails1- � d trusses can bow and roll over, spacing .113"x 2/2'.13t" 4" 4" 2" 3" �� . x 1 6" 6„ 2" 3" o �� 411,1k _ in each chord memberg�iljos ��. � �- causing death, serious persona! _� ..� 2/2".�;, y �� ,� �. is 24"oc Sheathing.. - _._�� .,, ~ \ �.�1Ii� = / !n U Or r0 ert lama e. ��' lOd 128"x 3 b" 6" 2 3" 1 r ' , / 1 ry, p p Y g WARNING .1 aa„x 3„ 6,. 6" 21/2" 4'1-y �> _ 2 41/ �\ ` 1 I \ �' ' '� /.-'� �, i���/ x, /a Nailing closer than 2,. � \ ► / \ / /j .128"x 3,i" 6" 6' 3" 0—• 1 ..„...... ------.... -1,,,. :10.- �� NOTICE �/ • / specified may cause 12d 148 x 3�/ 6., 6„ 2�„ 4,121 I I Installation bracing and procedures, the chord to split 135"x 3Y2" I i �P6" 6" 2Y2, 4" °� ' - I • - as well as the safety of workers, are Chord {11111 III 16d .148"x 3Y4" 6" 6" 2y2.. 4012) I 1 the responsibility of the installer. The members .162"x 3%2' 8" 8" 4" 813) WARNING CAUTION Nailing pattern per plans and specifications. (T i , installer should make sure that this pERM (1) 14 gauge staples may be a direct substitute for 8dx2 1/2" 12/2 ) nails Workers should stay clear when cutting the banding to DO NOT hit webs with forklift forks. Ben Do NOT stack building materials On nail spacing should never exceed 24" VALIDITY �F DO NOT walk on the trusses until installation information is understood q p�FiM1T if a minimum penetration of 1"into the the flange is maintained. avoid possible injury from flying banding or toppling trusses or dented webs must be replaced. bearingson-center in either chord member.do not use .TME c o� trusses before all truss and uRN all truss bearings and bracing byallpersons involved in the truss nails smaller than 8dx2Y2"or larger than 16dx3�". C4NSTSUCTION (2) Minimum spacingmust be 5"for 4 rows of nails. have been permanently bracing have been permanently BAsEDON • Trusses will be delivered to the jobsite in bundles of twentyor fewer, banded together for handlingand shipment. To installation. DOCUMENTS AND pTH � (3) Spacing may be reduced to 5"where nail penetration does not g pattached. See section 7 vEN_ exceed 13/8'. attached. Injury mayresult. FI �A>r avoid damage they should be left in these bundles until they are ready to be installed in the structure. 1 rY DATA 1^ROM If more than one row of nails is used, offset rows at least Y2"and • Miscellaneous hardware such as bearing angles, lag screws, bolts and nails as required for each specific job will be REWIRING-THE c0RH�cT10N stagger. Maintain /8'minimum edge distance. shipped in bags or boxes with the trusses. Brace EACH truss as it is placed OI=CORS.OSSC106.4 • Bridging material and pre-cut blocking items, if supplied by RedBuiltTM will be bundled and banded. t rtin Bracing - No laterallybraced end wall or beam 9 STANDARD INSTALLATION DETAILS 2 5A I Starting Bracing: Laterally braced end wall or beam 5B 'Starting g PRODUCTSTORAGE 2x4 starter strut by I Strut Bracinc Row Sr acing Laterally braced end contractor,with framing Sheath and nail per project architect, I Red-S j 10'OC anchors supplied by engineer, or local building code. See IRed L�`.Red M� Red-H 12' OC 9A THIS NOT THIS wall, beam or ledger TMnailing. J I Slotted truss clipbyothers to Spacing of clips and blocks per EOR redbuilt see section 5D. section 8 for allowable I Red W 14'OC p I Note: Double chord ���� bottom of truss, each side of truss similar , __ �.1I Installation bracing wall. Do not nail clip to wall. Distance"X" ,, ,�� _� - 1% required, strut bracing 2-1 Odx3" nails `' , �a -,....-1010-- � •'• supplied by section 5ltTM. see ..... l�ii� 1,.,.. 0' Note: Double chorUnder Roof Under Floor each end ���IS �',/ plan and 5b for ���� �� truss similar S an "X" S an 'X'y 4H:.. - -' ,,:------.;,.>:;:clitimmi.. _� � IIIA '�,� • ,�` j I number of rows required. 4. ��� .._ 1I 3Sip • `;• ` I�IIII/�Iljfl ee section 6 for truss I Non-load bearing 0' 20' 1�" 0'-20 �" Fit blocks to allow �I f� s•. IIIII�_4VIII / ..�� , �,�� ���_ artitionwall 20'-40' ,,I 20-40 iI for movement Sp.o I��, Illi �� / . alignment. �� / p�: II��''flii1 I` �!_=� \ ,�� �� I 2x4 blocks (or multiple _ 40' 60' 4" 40' 60' 2" ,I 14441411:-.1*, `�� 1/.� �;, Illy��� � � �i , ` blocks) nailed to brace �'y�./ 4... .. /;A\ Ts` , 111 J , _ �z .1 ��� IIs y Red-S truss shown (typical). Distance"X" (gap Distance e :�! it � Recommended Attachment for (gap between ii14101 141 Ih—IIIIIII Beam,wall, or ledger details for other open web Installation bracing required, strut bracing supplied between wall & truss) Non-load bearing _ III --ISI g TM Non-load Bearing Partition partition wall wall & brace) •.Illlti� ;1111111 support (typical) trusses similar. by redbuilt .see plan and table above for number "jI�IMIII of rows required.see section 6 for truss alignment. ��it r_ • Always set truss bundles on stickers placed at the trusspin , ; ;! ��; Support member Note: Double chord Y "'Y 'P.:'- �� 5C Intermediate Bracing - Middle of bay 5D I Typical strut brace conditions by others -- I truss similar locations. Never store trusses flat or set trusses directly on the ` $. ground or in contact with standing water. ` � ,i~Mi cm cm • 2x4 starter strut b Nailer per plan. Attach Cover truss bundles with paper wrap or canvas tarps to protect _ ��'• Y 44, contractor,with 2x4 with two 10dx3" 10dx1%2'nails supplied — it to truss bottom chord them from the weather. Do not use plastic covers as they will —�� framing anchors nails at each truss, byredbuiltTM cause moisture to accumulate on the trusses. Prolonged exposure Damaged trusses must be repaired or �'�%`� _ supplied by redbutTM by contractor ' 1 with 2-10dx3" nails min. replaced — / • _ to the elements harms the appearance and strength of the trusses. / ►��� Typ at Typ at floor Typ at roof (2) 2x on edge by others —� �` y*.�-+i/i_�_ `� "'� Load (spanning ae min. of 2 panel ' _' ' `���'� end wall (Maximum load and location points). Install one bolt above Splice nailer together with 3-lOdx3" 3 GENERAL INFORMATION Abbreviation Term �� ��� shall be in accordance with each bottom chord pin to nails each side through 2x4x24" AFP Approved for Production ��� �� approved truss calculations) hold 2x's in place. block (12" on either side of splice) Sheath and nail per project AOR CenterlineArchitect of Record architect, engineer, or local 1.';'1'°'. .1 .1 %. -. " �'� ao m m co m CL All nails specified in framingpackage to be "common" nails unlessbuilding code. See section 8 Floor strut bracing Support Detail for Loads Supported • DBL Double g- Typ of odd spacing /oofstrutbracing-atta(:hp p g DL Dead Load for allowable nailing. attach to undersideBottom Chord Nailer noted otherwise. Use proper size nails to fill all nail holes in bearingInstallation bracing required,aed, strut bracing suppliedmr �y of truss topchord to top of truss top chord from Bottom Chord p p EOR Engineer of Record by redbuiltTM.see plan and section 5B for number clips, bridging clips, bracing, etc. FBO Framing by Others of rows required.see section 6 for truss alignment. FOC Face of ConcreteI FOS Face of Stud 9 D I 9 E • Do not scale drawings: written dimensions takeprecedence. GC General Contractor Note: Double � � g chord truss LL Live Wad LSLLaminated Strand Lumber (Red-r) similar ( Field bend bridging • Manufacturer's responsibility is only for the design of the LVL Laminated Veneer Lumber OFA Out for Approval 6 INSTALLATION TOLERANCES PERMITTED47/1clip before nailing to bridging row>, RedBuiltTM products and not for any supporting structure or loads ow Open-Web Trusses by RedBuiltm ' other than indicated herein. All materials shall be supplied by PLT Plate Overhang Tolerance at Bearing 4 ► TM"' PSI Parallel Stranded Lumber Truss Chord Alignment Tolerance Vertical Alignment Tolerance (Red-STM bearing shown) // i \� �� Strongback bridging others, unless specifically noted as "by RB" or "by RedBuilt herein. RB RedBuiltTM 45-1odx1/2' �� per plan with � r F 4—\ — _— l Strongback Y��► nails by RB N-4144* approximate 12"lap /2'maximum t ( ,,,�,,,,,,,,,�,,,�— _ — bridging per plan �� I it 1 with approximate 12"lap 5 1 bdx3%z" nails, 4 MATERIAL IDENTIFICATION *Y2'maximum overhang foo n " \ Clip installed clinched, byred M series trusses with z clip 5-1Odxl/2" nails by R8 � To provide proper performance, rti or pedestal bearing hardware �r Y4`maximum overhang*for all by RB others 1 43/8'4- A. 3/8"± A. ( --... A. Strut Bracing is tubular steel with flattened ends supplied with all open-webvary be out of square with deck b 5-16dx3/2 nails, clinched, by others _ pp p trusses should not more Bottom chord of truss should not truss bearinghardware than/2"from a straight line q Y Red-M & Red-H'M Strongback Bridging Red-L�', Red-W'�" and Red-ST" Strongback Bridging ---� trusses (Simpson HRS 12 supplied for 12" OC systems). Strut bracing to be more than y4'per 12"of truss No tab for single chord trusses installed as each truss is set. See sections 5A - 5D. depth (e.g.Y2"for 24"deep truss) B. A B. Plywood Edge Blocking is provided by RedBuiltTM on some projects and used -....,„„,...„ for nailing sheathing edges. Edge blocking does not take the place of strut 7 STACKING MATERIAL : bracing and will not prevent trusses from bowing. Install edge blocking after -ft``0- strut bracing (installation bracing) is inplace and immediatelyprior to lain • DO NOT cut, laying THIS NOT THIS FIELD MODIFICATIONdrillor damage the chords or webs. % sheathing. • DO NOT remove steel pins or webs (even temporarily). c• �'� ' OF TRUSSES • DO NOT make field modifications to trusses without C. 2x4 Starter Struts supplied by contractor with taming anchors each _."* �D end (shipped loose) supplied by RedBuiltTM. Flatten speed prong and fold er — �� -----s.. = _ ,► ���._ .A. 1 NOT PERMITTED written approval of RedBuiltTM. vertical tab around end of 2x4. Attach with 6-8dx�"x1%2" nails each -'= , � �— = ` may �A` D. Cid �° °>> portion of ert 2 �� � ' � _ , 9 end. See sections 5A and 5D. ==--��_ ...6..„.....„.„..,.....*: Ori T' 0 For allowable holes and fasteners I �' D. Cross Bracing is provided for most bottom-bearing locations. Cross bracing to ,, =.• ' information please scan the QR code or useCAUTION ) 1. be installed as each truss is set. Contractor to bend ends prior to installation. Maximum of 3 sheets 4y the link below to access page number 3 of of sheathing per 10 1'. o . sprinkler system installation guide If you have questions or concerns: RedBuiltTM Open-Web Truss Product Sections - Refer to plan for series and depth feet of truss length. L1 : : �� r---:=:1 [----- - --i WARNING Call your RedBuiltTM Representative LIO �� http://www.redbuilt.com/documents/RedBuilt sprinkler Guide.pdf DO NOT allow workers or materials on the trusses until all truss bearings , For product warranty information please directly, or for general customer service Single Single Double Double Double and bracing have been permanently attached. See section 5. ❑••.,,`stir �2„x32„ 1)/2"x43/4” 1�2,x25/6„ �2,'X3Y2„ 1�2„x52, .t ,.W scan the QR code or use the link below to Call Chord Chord Chord Chorda.„..... access the form Chord (866) 859-6757 I Red-IT^”, Red-I45TM, Red-145LT"", Red-I58T"", Red-I65T"", Red-190TM, Red-190HTm, Red-190HSTm, Red-LTM, Red-WT", Red-STM, Red-MTM, Red-HTM, ReciLamTM, RedSpecTM and ®�® �� [11 RedBuiltTM are trademarks of RedBuilt LLC ��''' ' Sheet 1 of 4 Red-LTM Red-WTM Red-STS' Red-Mrm Red-HTS' I Rev 02/19 1 http://www.redbuilt.com/documents/RedBuilt%20Warranty%20Certificate.pdf GENERAL NOTES & LEGEND 0 0 3 4--) 5 6 6.5 E 10 133-1 C) 00 DESIGN CONSIDERATIONS .� o a ,v10" BUILDING CODE: OSSC 2014, 2012 IBC CO '- x/ 19'-10" l( 22'-6" / 22'-6" / 22'-6" 3'-6,Y2" 18'-11)/2" 10'-5" 11'-2" �, P m 2 8" 8" FLOOR DESIGN 0 6" I J START LAYOUT @ 16"OC r-- START LAYOUT @ 16"OC J J I 11„ I U FLOOR LIVE LOAD: 80 PSF O O �' �' O O O O - - 12 DEAD LOAD: 36 PSF " a i 0 00 u_p I L O' _ 0 O 2 ::: : )STORAGE LOAD: O m - 1 1 1 . o OU 0 U 1 1FOCLi— A A. . a . a . < 'O ` 0 oo,`- --c. COL ` " . --- 4' L - r, COL ) n 3SPACES III 11111III 1 1 1 1 1 1 1 1 1 1 1 1 IN IIIIIIIIIIIII 1 1 1 1 1 1 IIII 00I I I IIIIII 1 1 1 Ipl 1 1 1 1 1 1 1 1 DRAWING NOTES & LEGEND ', 0 coco ID �' 16"O.C.=4.-o- > �- --- 3SPACES @ -FOR TYPICAL NOTES, STANDARD DETAILS,AND ABBREVIATIONS,SEE D o a) o , / 16"O.C.=4'-0" INSTALLATION COVERSHEET(S). N N 2 1 / a_ i i i i i i - ++ - ALL DIMENSIONS ARE FROM FACE-OF-STUD, FACE-OF-CONCRETE OR 0. ,7 ++ ++ —� 4-A3181 _' CENTER-OF COLUMN/BEAM UNLESS OTHERWISE NOTED 7 i i i i i i 1 i XX(##) -PRODUCT CALLOUT AND QUANTITY ON PLAN. "XX"-STRUCTURAL MEMBER TYPE CALLOUT _ ( I1 I "##"-QUANTITY OF STRUCTURAL MEMBERS IN BAY b ` A� '88) i t` '� , 74"PLT • -+ -'i. BM— ++ �� �� +± OPEN–WEB NOTES & LEGEND Q Q i i i vi -NO MORE THAN 29 TRUSSES PER BAY ARE TO BE INSTALLED BEFORE TOP N CHORD SHEATHING IS REQUIRED. . i i i e i i . -2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS INSTALLATION. �cj PRa cis ++ —► R ++ SEE INSTALLATION COVERSHEET,SECTION 5D.1H— ���—.41 �GINE� `�/p — ++ ++ ++ 9 �4. 'O 60801 P , i i i i i i I N -CONTINUOUS ROW OF METAL STRUT BRACING BY RB, REQUIRED FOR LATERAL - - - SUPPORT DURING TRUSS INSTALLATION. SEE INSTALLATION COVERSHEET,SECTION 0.0 --i--____ — - 5D. OREG I N i Q IM Q : -CONTINUOUS ROW OF 2x4 BRIDGING BY RB,SEE INSTALLATION COVERSHEET, O',4 � �1' �-�III .•. III 111 I I I I I I I I I I I I SECTION 9. rINE:1:0 .. . X11II II � illlIII 1111111 11111111I IIIIIIIIIIII I _ „B ., — COL 94" PLT— --,--�->r-........ ...... ....... - 9 1/4 LT•-! f � �FBO � iI il[I1HHWHIftHHHHWHt _ '; -�: ":� ::: :'. :..:: ::". :"" � © ( EXPIRES: 12/ L � � 111111 v Digitally signed by Christine Richey A I 1i ... ' ....:::::.::.::::: — -_ - 7y4"PLT - co — — i - - — -► f i .L J id.,.. ..- -- ',-., .:,...,,,,,,-- ,.,..:.....:...,.......,..:, t --- , .....I I O Date: 20190621 16:14:18-0700it - - - - - -IBM I 0 I I II 1. SHIFT TRUSS UP TO 4"TO AVOID COLUMN �-- ++ ++ L - i �— ++ i i i i i �— ++ 1- — 3 SPACES @ SBM- - .7y"PLT* - '- • - - - - • - U —r 16"O.C.=4'-0" 2. LOCATE TRUSS NEXT TO DOUBLE 1 � i �.11 11I � IIIIII ! IIII I � i i i i i i i T- -� -air li • / A4(55) I , — ++ H.' 1----A4(11) ► I I I -' A L` ++ ++ �' i i ++ i i i i M / 2 \ 4_ ++ — ++ I �- ++ -_ _. _________ _____•,_ +_ _________ _ r— — — Li_ QQ to 3s A5(21) .nN I I I II I I I I- ++ --41 ++ —► 41M 4 I i I — II 1111)11 - I— — i i i 44. __ -...— FW 1111 IIII 1 1 1 1 111 IQo11111111IIIIISIIIIIIIIII 0 ZCZ 0 . —� COL � C I— 7Ya PLT -4. COL F- W Q O I FOC 1 i i i 0 W W I- © v RED END OF Q U O TRUSS CHORD LU U a TOWARD GRID C i i i I I i Ie LU O . I I I CD � W J ~ 0. o a -IC #'-#" > FLOOR FRAMING PRODUCT TYPE CHART CLEAR SPAN IS THE HORIZONTAL DISTANCE 0 LOCATION PLAN SEE MATERIAL LIST FOR MORE INFORMATION BETWEEN THE INSIDE FACE OF BEARING V) SURFACES. SCALEYB"=1'-0" CALLOUT MEMBER Z A 36"RED-M TRUSS o 0 a NOCOMM=I A IMICE ccarcnoNsNO=Q VD') W REJECTED 0 TaEVISE AND RESUBMIT ❑ THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DE,IOM 0 0 CONCEPT ONLY. ANY DEVIATION FROM PLANS OR > SPECIFICATIONS NOT CLEARLY NOTED BY THE CONTRACTOR O HAS NOT SEEN REVIEWED.REVIEW SHAM NOT CONSfllVIE a A COMPLETE CHECK OF ALL DETAILED DIMENSIONS OR coupe < Q OR SERVE TO RELIEVE THE CONTRACTOR OF CONTRACIIIPL. RESPONSIBILITY FOR ANY ERROR OR DEVIATION FROM Q CONTRACT REQUIREMENTS. CID&INC. COMMERCIAL INDUSTRIAL DESIGN ARCHITECTURE.PC. m n DATE/3//6//7 - BY POR LyMID,OREGON N. •o Ln v cY) cV '— : DRAWN BY: By DATE: 04/08/19 CHK'D BY: KH DATE: 04/09/19 PROJECT ASSUMPTIONS ;EDBUILT PROJECT# -ALL MISCELLANEOUS ITEMS (SPRINKLER LINES,SOFFITS, DUCTWORK, ELECTRICAL 4723 CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE UNIFORM DESIGN DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE SHEEP NAME: SHOP DRAWINGS. -ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED TO FIT SECOND FLOOR BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. FRAMING PLAN SHEET# APPROVED FOR PRODUCTION 2 OF 4 THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING DO NOT SCALE Red-I TM, Red-I45 TM, Red-I45L TM, Red-158 TM, Red-165 TM, Red-I90 TM, Red-190H TM, Red-190HS TM, Red-L TM, Red-W TM, Red-S TM, Red-M TM, Red-H TM, RedLam TM are trademarks of RedBuilt, LLC. GENERAL NOTES & LEGEND i2 (3) 4 (5) 5.2 (6-.--5) 7 ,o" DESIGN CONSIDERATIONS0) 10' 133-1 (6) aE O ,I' 19'-10" 22'-6" I, 22'-6" 22'-6" 1(3'_6 "`, 18'-11Y2"4 4 �I, 10'-5" �I, 11'-2" ,k' co CO m 8 A\ 0 I I I 1 I I I BUILDING CODE: OSSC 2014,2015 0p 0 IBC ac, U I START LAYOUT @ 24"OC I I I I o d� O O O _,I U U i ROOF DESIGN -o N I I U © U I U I I 1 1 � SNOW LOAD (@ 115%): 25 PSF 0 mI ° — o /1\ ++++++ CONCURRENT DEAD LOAD: 40 PSF > L i STUD © DEAD •LOAD: 17 PSF 0 p C TI- 1 1 1 I -I 1 11 , 1111 -111111111 -H- 1 TITI I I I I� II 11I 1 _1 ( I ( NET WIND UPLIFT (ASD @ 160%): -8.5 PSF j a co T3 za. co I I 1 I I I I I r 21 ADDITIONAL LOADING ID La 2 0 C f— x X X >< >< I>< X x x •011-- — x I I I I I I I I a_I XX -SNOW DRIFT MAGNITUDE IN PSF / (i) ................... IL— ++ —► 0 pp 0 I I _' ++ X'-XX" -SNOW DRIFT LENGTH I I I I I I CV CVI COm mCO b N p p X u 21 11150! I 1 m m I I CN 1150#f I 1 '-10 1 / ` / ` -MECHANICAL LOADING IN LBS. _ AMAX ��X X X XAX �>G �G f — XXX# co 0 s 81128► ► I B2(22)li-' ► I 4-81 (51—► -co 1 DRAWING NOTES & LEGEND 1 -FOR TYPICAL NOTES, STANDARD DETAILS,AND ABBREVIATIONS,SEE L— ++ —la- -ao— ++ 4INSTALLATION COVERSHEET(S). I I I I I I I I Ip PRQF - ALL DIMENSIONS ARE FROM FACE-OF-STUD, FACE-OF-CONCRETE OR ��` �S,s� 21 - CENTER-OF COLUMN/BEAM UNLESS OTHERWISE NOTED `� i�01N��g �y �/ �/ �,/ 1150# , / f 60801P �r 6 AN )O((##) -PRODUCT CALLOUT AND QUANTITY ON PLAN. 0.7 A "XX"-STRUCTURAL MEMBER TYPE CALLOUT OREG+N 2' 10" I I I r--=� I I 11 I I v I "##"-QUANTITY OF STRUCTURAL MEMBERS IN BAY o '1/4y11'#�-> 0 v 1 I �7SFINE I 11/ II I LLLTHVI I I I I I O _- -- - . COL - X24 - GA24 — - �--7y"PLT-- — 1 GA13 - OPEN WEB NOTES & LEGEND B —� GA22 ` � `� G a C EXPIRES: 12/31/20 1 I ©TYP @ GLB I I I I I II + + _ + + + -NO MORE THAN 28 TRUSSES PER BAY ARE TO BE INSTALLED BEFORE TOPI I}HI CHORD SHEATHING IS REQUIRED. I I RA11 + + + - + 4 Digitally signed by Christine Richey 00 Date: 2019.06.21 16:14:09-07'00 o I I I I L---1 I I - 1 + + + - + +__,_+___ I # # - DENOTES CONTINUOUS ROWS) OF METAL CROSS BRACING 21 I 1 1 + + -i + L I + -i• BY RB.ATTACH PER DETAIL 10/4 AND MATERIAL LIST. -- — ›�_ — X— I I >< — --► X x , ‹ k x x x t + + .+ -f "#.#"-METAL BRACE LENGTH FROM TIP TO TIP 1 I RA11 I 1150# 1 I + + 0 + 1 + +I _ BM•. - TYP @ MAX I -I- } + ++ —► �— +. _J 1 LVL ++ _� N L ,+ , . 4 = 1+.-.� I� -2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS INSTALLATION. I v I I SEE INSTALLATION COVERSHEET, SECTION 5D. I - I I I + + + + ' m m + + I o + '� '� ++ ++ ++ —► — I + +�+ U +U �U U U -CONTINUOUS ROW OF METAL STRUT BRACING BY RB, REQUIRED FOR LATERAL I/ �� � l� 2 1 SUPPORT DURING TRUSS INSTALLATION. SEE INSTALLATION COVERSHEET,SECTION A 21 I , , I `✓ + + + -t + L+ -h 5D. °� /2\ H>i<-__ -� - — ++ x — —� X >C: > 1 io# X - + + + — -- — — — — —► 0 —115.0# /# 1 1 MAX i- -I. + i- ' 1- -I 0 -CONTINUOUS ROW OF 2x6 BRIDGING BY RB, SEE INSTALLATION COVERSHEET, M B3I12� MAX �► 1t-84(5►--► I Baal► ► ♦�ti B5(Ib� ► C6(9)—► _ QQ SECTION 9. m I a o I I 0 0 0 0 I + + + UU + I m m I 1 ._ m CO m m + + -f +1 .--- ++ ---...-- --....— -r 7 ---.. 1 ++ —Ow.- - t ± ± ± - --.110+— 1 r I II I I I + + + -l• + I- 1; + $.- THIRD PARTY PRODUCTS SOURCED BY REDBUILT —+Nol . ' + + + + 21 I ++ I + + 4 + 3 L+;,-4, i REDBUILT WILL PROVIDE GLULAM BEAMS WITH A 5000'RADIUS CAMBER. — —� ------K—IX — —� X X. I { } -} -ml-----+— - V8 BEAMS WILL NOT BE CAMBERED. 1 I I I I _ _ - + 4 + __. + 4 F- I i - + /- + + + + + = I v 2 I- LOCATION OF GLULAM BEAM. SEE MATERIAL LIST FOR MORE INFORMATION. _ I - I _ _ -1_1_ _ I _ �� N �_I- I I _ I I �I I _I _ I I - _ - t _-_- I _ + + + - - _ - w zCOL ILLHJH ' H I _ I I V I I I � �(�` ` II I -ALL GLULAM BEAMS AND ASSOCIATED HARDWARE ARE SUPPLIED BASED ON THE O O STUD � STUD SPECIFICATION SHOWN IN THE CONTRACT DOCUMENTS. REDBUILT SERVICES FOR U O� I I I © 1 I I 6 I I I w w 0 0 I THESE ITEMS ARE LIMITED TO PLACEMENT DRAWINGS ONLY.APPLICATION AND ,� Q Rh @ TRUSSES ADEQUACY REVIEW OF GLULAM BEAMS ARE THE SOLE RESPONSIBILITY OF THE O W r 0 / 0Q SUPPORTING BRACE DESIGN PROFESSIONAL OF RECORD AND ARE NOT PROVIDED BY REDBUILT. V j"�� 1 I I I I I I I Ie w 0 •(+' START LAYOUT @ 16"OC ,I I-, RECTANGULAR SECTIONS 0, I R? I- LOCATION OF BEAM OR COLUMN BY RB. SEE MATERIAL LIST FOR MORE ,o i ) 0 0 ROOF FRAMING INFORMATION. RED END OF LOCATION PLAN -ALL BEDLAM LVL MATERIAL AND ASSOCIATED HARDWARE PROVIDED BY REDBUILT IS TRUSS CHORD AS SPECIFIED ON THE CONTRACT DRAWINGS.SPECIFICATIONS AND SIZE HAVE TOWARD GRID C SCALE/8"=1'-0" NOT BEEN VERIFIED BY REDBUILT ENGINEERING UNLESS OTHERWISE NOTED. C/) z 0 KEY NOTES ° 0 . v) �L 1. CONTINUE PLATE ACROSS COLUMN CAP ( 5 2. USE 10dx3" NAILS @ BEARING CLIPS WHERE BRACE OCCURS c 0 W o Ie a Hangers PRODUCT TYPE CHART o N Nailing SEE MATERIAL LIST FOR MORE INFORMATION . o Web Stiffeners 5. Quantity Type Model Modifications Finish Note Top Face Member Required CALLOUT MEMBER Q Cep 4 1 HUC412 - 22-16d 10-10d - - B 20"RED-W TRUSS m m 2 2 HWPH5.62 - 12-N16 6-N10 - - C 26"RED-W TRUSS - REFER TO CURRENT SIMPSON STRONG TIE®LITERATURE FOR HANGER GA 63/4"x24"GLULAM BEAM (THIRD PARTY) r� -o 10 'V M N — 4# SPECIFIC INSTALLATION INSTRUCTIONS. DRAWN BY: BV DATE: 04/08/19 GB 5'/2"x191/2" GLULAM BEAM (THIRD PARTY) -WEB STIFFENERS IF REQUIRED MUST BE ATTACHED BEFORE PLACING CHK'D BY: KH DATE: 04/09/19 JOIST IN HANGER. RA 3'/2'x11'/e" BEDLAM BEAM PROJECT ASSUMPTIONS EDBUILT PROJECT# -ALL MISCELLANEOUS ITEMS (SPRINKLER LINES,SOFFITS, DUCTWORK, ELECTRICAL CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE UNIFORM DESIGN 114723 DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE SHEET NAME: SHOP DRAWINGS. -ALL OPENINGS (HATCHES, DUCTWORK,SKYLIGHTS, ETC.) ARE ASSUMED TO FIT ROOF BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. FRAMING PLAN SHEET# APPROVED FOR PRODUCTION 3 OF 4 'THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING DO NOT SCALE Red-I TM, Red-145 TM, Red-I45L TM, Red-158 TM, Red-165 TM, Red-190 TM, Red-190H TM, Red-190HS TM, Red-L TM, Red-W TM, Red-S TM, Red-M TM, Red-H TM, RedLam TM are trademarks of RedBuilt, LLC. 4 4xNET HEIGHT 4xNET HEIGHT 4xNET HEIGHT BLOCKING BY RB BLOCKING BY RB BLOCKING BY RB 4x8 PLATE SEE BEARING CLIP +264# SEE BEARING CLIP SEE BEARING CLIP CENTERED ON BY EWF x10 4x10 PLATE DETAIL 8/4 @ 160% ASD RS 4x PLATE PLATE @ (SIM) DETAIL 8/4 BY OTHERS DETAIL 8/4 BY OTHERS 2x6 BLOCKING SEE BEARING CLIP BY RB DETAIL q/4 II o CENTERED ON WF I/./ 0o o 0 \ ..1111IIIIIiii.. kat \ / \, \ /I -' ./ \ / S I ti ti ti +2 \ / \ / 411.° —, —,\ / \1 I o o I o o I i I BEAM PER PLAN 0 BEAM PER PLAN © BEAM PER PLAN © BEAM PER PLAN 4 VP Tir 4 VP REF. 8/53.1 REF. 11/53.1, q/53.2 REF. 6/S3.1 REF. 1/53.3 - -/- 5'-0" -�1�- 5'-0�� / � - - 5/e" D I A x 2" LAG �� / 0 O SCREW BY RB PARAPET BRACE BY O - - OTHERS @ 32" OC 2x6 BLOCKING SEE BEARING CLIP SEE BEARING CLIP PARAPET BRACE BY (1-- BY RB •• DETAIL q/4 DETAIL q/4 OTHERS @ 32" OC 352# 5y8" ' 2x6 BLOCKING @ 160% ASD / m • 1! BY RB 3/4" DIA x 5" BOLT AND NUT BY RB T W. / \ -.. L ixl xr 1 x 1 ' if•.•. \ / \ / \:52# / €X `, cni\ 01 160% ASSji 1, = _ ir*2 r-g Ni 1 711; 2x6 STUD WALL -�- 7"± y2u Jr • _ ►_• _ / J 2x6 STUD WALL �� / 2x6 STUD WALL --_- PREDRILL 3/8� BY OTHERS © MI BOLT HOLE RED-M HHZll CLIP WITHLAGS 8 4 4 4 TOP CH-LORD BEARING 4 REF. 2/53.3 REF. 5/53.3 REF. 6/S3.3 A INSTALLATION NOTE: / TYP SPACING / TYP SPACING / s METAL CROSS BRACING DOES NOT / 4/4 / 10dx1Y2' NAILS BY RB (3) 6-10dxIY2" NAILS BY OCCUR AT EVERY TRUSS SPACE. SEE NAILS EACH SIDE. USE RB EACH END PLAN SHEET(S) FOR CROSS BRACING CONTINUOUS 2x4 BY OTHERS ON 2x FRAMING BY lOdx3" NAILS WHERE LOCATIONS. ° ° NOTED ON PLANIS, 2x6 BLOCKING PLYWOOD LAYOUT,ATTACH TO OTHERS BY RB JOISTS WITH 2-1 Odx3" 410 4x8 PLATE SEE BEARING CLIP (x11)/1 ye' BY OTHERS /[ DETAIL q/4 - METAL CROSS 04 at C A CL 44 1 8'/16'± BRACING BY RB < • .' • -- 2x14 LEDGER BY OTHERS, ATTACH TO / / 40°± LOAD TRANSFER BLOCKS WITH TWO 2ROWS OF 10dx3" NAILS, (7) TOTAL. lire \ WIDTH OF OPENING DRILL OR NOTCH AT PINS FOR FLUSH FIT p ��.i� 2x BRIDGING ROW. SEE PLAN FOR 1 rp<tn __[>pi\ ri LOCATION. SEE INSTALLATION SHEET • i • / H 1 IL { ,�/` FOR ADDITIONAL INFORMATION. TRUSS WITH LOAD TRANSFER Y2" 2x4 BRACE BY OTHERS, ATTACH FLAT BLOCKS BY RB // TO TRUSS BOTTOM CHORDS AT 8'-6"OC \ � WITH 2-1 Odx3 EACH END RED-W "NO-NOTCH" CLIP Cl 10 BEAM PER PLAN Aft Aft TOP CHORD BEARING REF. 1/S3.3 / TYP SPACING / TYP SPACING - STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT SHOWN ARE f ______„. - PLACE WASHER ON TOP OF CLIP Y2" DIA x 2 LAG SCREW BEFORE INSTALLING LAG SCREW TO BE PROVIDED BY OTHERS. HARDWARE SHOWN IS TO BE PROVIDED 43,4kBY OTHERS UNLESS MARKED 'BY RB.' REFER TO THE CONTRACT 2x FRAMING BY OTHERS / gY Rg DOCUMENTS FOR HARDWARE SPECIFICATIONS AND INSTALLATION CONTINUOUS 2x4 BY OTHERS ONINSTRUCTIONS. PLYWOOD LAYOUT, ATTACH TO JOISTS - 2x8LEDGERBY OTHERS,ATTACH ° ° r 109 WITH 2-lOdx3" TO LOAD TRANSFER BLOCKS WITH I - SEE I-JOIST INSTALLATION SHEET FOR WEB STIFFENER NAILING. 3-10dx3"NAILS. o Q lY2' ° \ O — FOR BEAMS SUPPLIED BY OTHERS, SEE CONTRACT DOCUMENTS FOR I VI‘,- O SPECIFICATIONS AND OTHER INFORMATION NOT SHOWN HEREIN. x ,xr..... '( x I,� . r ,� c\1 C C 4( 7 G - FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC... 8�6± BEARING WASHER BY RB TO JOISTS OR TRUSSES, PLEASE SEE "SPRINKLER SYSTEM �' O INSTALLATION GUIDELINES". IF ADDITIONAL COPIES ARE REQUIRED O ' WIDTH OF OPENING PLEASE CONTACT REDBUILT OR GO ONLINE TO: Q HTTP://WWW.REDBU I LT.COM zs, tf>l<trl ° <ti0Eo PRt?FFss A .i lad- f it .s: \%., i,�5 C,IN� p w`' ti� F9 p A �\/6-13-1q As Approved f\ èo1BuILr sosol PE r BY DATE REMARKS Engineered Wood Products TRUSS WITH LOAD TRANSFER Y2" 2x4 BRACE BY OTHERS, ATTACH FLAT BLOCKS BY RB ' 0 TRUSS BOTTOM CHORDS AT 14' OC � "REA Yr Digitally signed by Christine Richey • Date: 2019.06.21 16:13:54-07'00' WITH 2-lOdx3"EACH END RED-W "NO-NOTCH" CLIP WITH LAGS 6qf Y)1, '��'' Reece Security ® 4 STiNEa� Tigard, OR DETAILS 4 TOP CHORD BEARING I EXPIRES: 12/31/20 DRAWN DATE CHECKED DATE ORDER # 1 SHEET Red-I45TM', Red-165TM', Red-190TM', Red-I90Hm, Red-190H5m, Red-LTM', Red-Wm Red-Sm, Red-MTM', Red-HTM', RedLamm are trademarks of RedBullt. BV 04/08/19 K) { I �4Y��Y 1 q 1 1 2 4 OF 4 THINK SAFETY — READ INSTALLATION INFORMATION BEFORE PROCEEDING i