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16135 SW 74TH AVENUE-1 ;i `f_11 j; ,p } e,3 11s111D e/e lfletllle TYPE W ROOF TRUSS �U7 WS¢Irrpti ,542 sawNurnbe, 609000444 37" TJL rm OPEN WEB TRUSS @ �«1 MASTatrN E. 61.12189 1.55.12 PM 48.0" /CV P.aa 1 a 1 sl,la CMe 104 �T`'w� n PE IT RIDGE BEAM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED TJ-s�tip� �s42 &NiM1DO1 609000444 4.38" X 2O" Parallam® PSL Com MASTat:N E1111 6rt2A9 11.0024 AM Commercial Beam- 1 Member Slope:-6/12 Roof Slope: L Ppa 1 a 1 sued cone 1a .' 12` D THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LO June 22 1999 -- Member Slope:0 Roof Slope:_ __ - _ � ADS LISTED A"I'IN: Jahn Duncan 1 / �-1�------- 7060 Palmer Way _ _ \ =777/ , ♦ _ -- —_---- Beaverton,OR. 97007 All dimensions are horizontal 34'10.1876" 2 _ - LOADS: Product Diagram Is Conceptual. � RL: Duncan Building-Tigard,Olt.-TJM Job No.CN241399085 �12. All dimensions are horizontal. 21 " Analysis for Joest Member Supporting SNOW Application Loads(psf) 25 Live at 115%duration, 5 Dead f Dear Mr. Duncan. SU_PPORTS: LOADS: Product Diagram is Conceptual. /' WIDTH JUSTIFICATION LVE/CDEAD/TOTAL DETAIL OTHER Analysis for�eam Member Su ort,r; ITIc enclosed calculations for the floor joists,roof beams,and roof trusses were prepared based on the 1 2x Plate 7.25" JUSTIFICATION Face o PP y SNOW Application, Tributary Load Width 35' specifications ofloads,spares and applications by others and other than a judgment as to its reasonableness, loads(psf) 5 live at 115%duration, 15 Dead, and Wood Hearn 4.375" Right Face 1754/1054/2808 1730/1039/2770 Detail I 2x4 Blocking e-TYPE CLASS LIVE 500 LOCATION APPLICATION COMMENTU ,FQV I have not verified Uue correctness or accuracy of the information. I have not reviewed the original design Left support Top-All, Detail 1 2x4 Blocking Tapered(p Snow(1.15) 0 500 10'6" drawings or specifications prepared by tette responsible design professional for this project. The joists are -Right support p Approx clip height 1.625",A r'TaPered(psQ Snow(1 15) 15 to 0 0 to 0 0 to 8' Adds to 9' pport Top-All,Approx clip height: 1.625",q Approx clip width: 7.18". Allowed choices) TOP(NO-NOTCH), TOP(U-CLIP) NC acceptahle for use as defined and limited by the information supplied on the calculations.. Approx clip width 7.18" Allowed choices) TOP(NO-NOTCH) TOP(U-CLIP) SU- pPORTS: Adds to Snow Dnh DESIGN CONTROLS: INPUT BEARING IIIc calculations enclosed are output from software developed by Trus Joist MacMillan. A1lowliblc WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL AD/(jjs TOTAL DETAIL. OTHER MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 2731 1 Column 6^ product values shown are in accordance with current Trus Joist Mac Milian materials and code accepted Moment f1-Ib '� COlumi i 6' 6„ Left Face 11048/6055/17103 ( ) 23619 2729 `2721 Passed(100%) Lt end Span 1 under Snow Roof loading Live Det( t-lb 23153 23957 Passed 96% Right Face 9427/0055/15482 Column Cap design values. 'Trus Joist MacMillan engineering has�verifled the analysis Tete input loads aa¢dimensions Total Dell(in) 0.551 ( ) MID Span 1 under Snow Roof loading DESIGN CONTROLS: Column Cap are the responsibility of others and must be verified and approved for the'spceific applicafioii by the ( ) 1.708 Passed(U743) MID S art 1 under Snow Roof loading 0.883 2.277 Passed 3464 P MAXIMUM DESIGN CONTROL CONTROL -Deflection Criteria:SPECIFIED(LL.U240,TLU180)Passed( ) MID Span 1 under Snow Foot loading Shear(lb) 16375 12815 LOCATION responsible design professional for the project. ^•• : • :. • ,' - Bracing(Lu):All compression edges(top and bottom)must be braced at 5' 1o"o/c unless Moment(ft-lb) 19476 Passed(66%) Lt end Span 1 under Snow Roof loading •-,.r. +7' rt' %!� ;:' " , -' ' �`s positioning of lateral braci isl ) 78143 78143 76674 Passed 102% Live Dell e (in) 0 664 Passed(102%) MID Span 1 under Snow Roof loading ^9 required to achieve member stability. ss detailed otherwise Proper attachment and Total Defl.(in) 1.013 Passed(L/366) MID Span 1 under Snow Root loading Please contact me if yew have'anyquesttolis or co6tm�!ta• 1.088 1.350 Passed(U223) MID Span 1 under Snow Roof loading , ro.t ADD!_ TIONAL MOTES: 1 t s+ 1 Sincerely, 1 ;�'`�y• �v: + r a IMPORTANT!The analysis presented is o Deflection Critena SPECIFIElI L/240,TL U180). Bracing(Lu) All compression edges(top and bohom)must be braced at 5'11"o/c unless dee are in accordance with current TJM materiels and codut from software accepted rrdeveloped dist n positioning of lateral brawn is I ailed otherwise ped by Trus Joist MacMlllan(TJM). Allowable product'values shown 9 required to achieve member stabilit Proper attachment and : . loads and dimensions have been prrwided by others g values. TJM Engineering has verified the analysis.The input y '�� for the specific application by the design ADDITIONAL NOTES: j ''y _� � � ' THIS ANALYSIS FOR TRUS JOIST MadNILLAN PRODUCTS Oor the NLY! PROD 1 and must be verified and approved -IMPORTANT!The analysis presented is output Allowable Stress Design methodol UCT SUBSTITUTION VOIDS TH are in accordance erialL oro software developed b Tru titin Mink.P.E. present was used for Code UBC analyzing the TJM IS ANALYSIS. with current TJM materials and rode accepted design values.Joist Engineering h Towable product values shown -The Open web truss analysis prasen(ed is approximate. All open web trusses a��Commercial Product�a carry specific loads and dimensions have been provided by others for each Project, for the specific application by the design professional for the project—. 9 9 has verified the analysis ied an. The input N W'. Regional I:nginecr P lice. Actual truss caps ' Bearing panel=44. p �Y when fabricated is limited to that required to resist the s c design loads THIS AN FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT --�and must be verified and approved Trus Joist MacMillan 0000",half panel=38,050" Pricing Load(plf)= 159 specified loads Allowable Stress Design methodology SUBSTITUTION VOIDS THIS ANALYSIS t 1 ('rat};McManus ,� g9Y was used for Code UBC analyzing the TJM Commercial product listed above File 9 /�l z7ll (&EG C� �H. 16,1° ��- tiTON PROJECT INFORMATION OPERATOR INFORMATION: W 7 16135 SW Ave. DUNCAN BI_UG. 00006,1352 W 741227,13599.0 Heinz Mueller Trus Joist MacMillan PROJECT INDUNCAN BLDG FORMATION OPERATOR INFORMATION- 1 of 21 8285 SW Nimbus_.Suite 105 Trus Joist MacMillan Beaverton,Oregon 97008 Heinz Mueller (503)520-5025 1°mmeinol Nmlhreti 8785 Southwest IIISullt 105 A efacelton,olegon 91008 Phone 503 570 S075•to,503 576 1937 (503)526-1937 8285 SW Nimbus-Suite 105 Beaverton,Oregon 97008 opY+gm O 1999 D Trus Jost M+rcMtllan,a Ironed Partnership,Bolas,by,d.USA TJI_^ and TJ-Siz �� m (503)520-5025 s+8 oro Uadearks of Joist MacMillan (503)526-1937 0 1999 by Trus Joist Paraliame is � � achAivan,s Joist Ma Merr1 hip.Boise,Idaho,USA TJ-S¢ 16135 SW 74th Ave. Ina^ is a trademark a crus Joist MacMdian -00006,BU 52000-00227,B U 599-0 2 of 21 16135 SW 74th Ave. -00006,B U P 2000-00227,B U P 99-0 4 of 21 A—, 7YPE '/.'ROOF TRUSS W/PARALLEL SNOW DRIFT TYPE'B'RIDGE BEAM"Ttsrx►,o� „s.4z sert.IN„r„�r:6os000,u 4,3$" X 20" Parallam® PS Ta+-S¢-ria 542 `e.ulNumAer 609000444 37" TJLT"" OPEN WEB TRUSS @ 24.0" o/c`"� T E�++2 6a2al ,,:eo:e09�, L Commercial Beam v rl4AST W N float r W.alv9 1 s4 40 PM Pape 1 of 1 Buldl code:104 Pape 1 of 1 Butid code IN THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ✓ Member Slope:0 Root Slope:."/12 �*tI1f�0lt�/��' 7+. TYPE'C 1' Member Slope: .5/12 Roof Slope:.&12y -_ TJsl:rlp� r5.42 SeriNrWarlbee: R n L j - MAST.1:N E1ao, &22M 5.D4:20pM0004w 18" TJIO/L65 JOIST @ 24.0 o/c - — --- _ Ppe THI PRODUCT \� \ / - - S MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED i _ -1- - All dimensions are horizontal. 34'10.1876" All dimensions are horizontal. Product Diagram is Conceptual. LOADS- Product DiagramIs s Conceptual. LOADS; Analysis for Edam Member Su �-- ` (P o patio,, J,S�NOVJApplication. Tributary Load Width:35' t Analyses for Joist Member Supporting SNOW (p r° L_ Loads s 25 Live at 115%duration, 2 PP g Application Loads s 25 Live at 11.J/o duration, 15 Dead,and: TO Dead,add: PE CLASS LIVE DEAD LOCATION APPLICATION COMMENT TYPE CLASS - - _22'3 376" _ niform(plf) Snow(1 15) 20 0 0 to 34' 10 1875" Adds to Snow drift LIVE DEAD LOCATION APPLICATION COMMENT fa;f(lbs.) Snow(1.15) 0 500 4' LOADS: Product Diagram is Conceptual. 4 fapered(psf) Snow(1.15) ,15 too 0 to 0 o.,3 8' Adds to q C Analysis for Joist Member Su SUPPORTS: REACTIONS(lbs) Adds to Snow Drift Supporting FLOOR-COM t_- `_ SUPPORTS: Application. Loads(psq:50 Live at 100%duration, 15 Dead.20 Partition WIDTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER INPUT BEARING SUPPORTS: 1 2x-Plate 7 25" Left Face 1228/527/1755 Detail 1 2x4 Blocking v REACTIONS(lbs.) INPUT BEAR!JG REACTIONS(lbs)Wood Beam 4 375" Right Face 1211/520/1731 Detail 1 2x4 Blocking WIDTH LENGTH JUSTIFICAT!ON 1104 DEAD/TOTAL DETAIL OTHER i- WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER Column 6" 6" Left Face 2 Column 6" 11048/6215/17263 1 Glulam, HT 6.75" Hanger Left Face - left support Top-All,Approx. clip height 1.625",Approx Glp width. 7.18" Allowed choice(s) TOP(NO-NOTCH),TOP(U-CLIP) 6" Right Face 9427/5894/15321 Column Cap 1129/790 11920 Detail 11 Column Cap L2 Glulam, HT 3 125" Hanger Right Face 1099/769/1868 Right support Top-All,Approx. clip height 1 625",Approx clip width 7 18" Allowed choice(s) TOP(NO-NOTCH),TOP(U-CLIP) DESIGN CONTROLS: Detail 11 HANGERS: Simpson Strong-Tie Connectors® SIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb)Den. 16536 12976 19476 Passed 67% LOCATION REVERSE T.F. T.F. Moment(ft-Ib) 76556 76556 ( ) Lt.en endSpan1 under Snow Roof loading MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOPING Shear(lb) 1707 1705 2563 Passed 67% Live Defl.(in) 76674 Passed(100io) MID Span 1 under Snow Roof loading g LL��eft Top MIT318 MEMBER Passed(67%) M end Span 1 under Snow Roof lunging 0 664 !/ No N/A No p Moment(ft-Ib) 14761 14470 24650 Passed(59%) MID Span 1 wider Snow Roof loading 1.013 Passed "Right Top MIT318 No N/q N >xN71) 2-N1U Live Defl(in) Total Defl.(in) (0366) MID Span 1 under Snow Roof loading No 0 386 1 708 Passed(L/999•) MID Span 1 under Snow Roof loading 1.074 1.350 Passed 11226 0 'ti�ti 4dQTp- 2-N10 Total Defl(m) 0 552 2 277 Passed(Lf743) MID Span 1 under Snow Roof loading Deflection Criteria:SPECIFIED(LL: 1-1240,TL:U180). ( ) MID Saari 1 under Snow Roof loading DESIGN CONTROLS: -q-PI6 2-NIb -Allowable moment was Increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 8'o/c unless detailed otherwise. Proper attachment and MAXIMUM DESIGN CONTROL CONTROL LOCATION cAt- flection Criteria 8PECIFIED(LL 3240,TL.U180) positioning of lateral bracing is required to achieve member stability. Shear(lb) 1824 1824 o M/}x. Qt AGTIpN F Bracing(Lu) All compression edges(top and tJottcm)must be braced at l'5"o/c unless detailed otherwise Pro Reaction Ib 2535 Passed(72/o) Lt end Span 1 under Floor loading I d" 1„6S e. u (�S• f_ Z/y Proper a"achm.:nt and ADDITIONAL NOTES: Reaction(lb) 1624 1824 ° positioning of lateral bracing is required to achieve member stability, Moment(Ii 5 1824 Passed(100/o) Bearing 1 under Floor loading ( ) 978' 9785 10228 Passed(96%) MID Span 1 under Floor loading = ILS PORTANT!The analysis presented iso Live Del(in) 0.398 0.715 Passed(L/647) MID Span 1 under Flour loading ADDITIONAL NOTES: are in accordance with current TJM materials and software developed by Trus Joist MaeMillan(TJM). ,Allowable Total Den 0.398 bads and dimensions have been provided b accepted design values. TJM Engineering has verified(heP a�ayais!The,put 0.677 1.073 Passed(U381) MID Span 1 under Floor loading �1A'+ I +K T1 vn F�;� -IMPORTANTI The analysis presented is output from software developedy anticode cs L TJ-Pro Rating 51 Any Passed San 1 g by Trus Joist MacMillan(TJM). Allowable product values shown for the specific application by the design 1 and must be verified and approved Allowable moment was increased for repetitive mem p Z at a in accordance with current TJM materials and code accepted design values TJM Engineering has verified the analysis.The input ig PrOfessbnal for the Protect toads and dimensions have been provided by others( -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. member usage. I and must be verified and approved -Allowable Stress Design methodol Deflection Criteria-SPECIFIED(LL:3360,TL:11240). lq t",5, for the speafic application by the desgn professional for the project. ogy was used for Code UBC analyzing Deflection analysis is based on composite action with single layer of the THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Yz^9 the TJM Commencial product listed above. appropriate Span-rated,GLUED&NAILED wood decking. B+acing(Lu):All compression edges(top and bottom)must be braced at 3' 10"o/c unless detailed otherwise P.aper attachment and Allowable Stress Design methodology was used for Code UBC analyzing the TJM Commercial product listed above posHioning of lateral"ricin is The open web truss analysis presented is approximate All open web trusses are custom designed to carry the specific design toads 9 required to achieve member stability. for each project Actual buss rapacity when fabricated is limited to that required to resist the specified loads -Concentrated load requirements for standard non-residential floors have been considered Bearing panel=44 0000^, half panel=39 3956" Pricing I oad(plf)= 1(10 TJ-Pro' RATING SYSTEM The TJ-Pro(USA)Rating System value-provides additional floor performance information and is based on a Glued&Nailed 1 OSB decking The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist MacMillan(TJM) Allowable product values shown are in accordance with current TJM materials and code accepted design values TJM Enyineenng has verified the analysis The input loads and dimensions have been provided by others(_ for the specific application by the design professional for the project J and must be verified and approved -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS • PROJECT INFORMATION OPERATORNFORTION: Allowable Stress Design methodology was used for Code UHC analyzing the TJM Commercial product listed above PROJECT INFORMATION OPERATOR INFORMATION: DUNCAN BLDGIMA DUTrus Joist MacMillan NCAN BLDG Trus Joist MacMillan Heinz Mueller Heinz Mueller 8285 SW Nimbus-Suite 105 8285 SW Nimbus-Suite 105 Beaverton,Oregon 97008 Beaverton,Oregon 97008 (503)520-5025 PROJECT INFORMATION OPE_RATOR INFORMATION: (503)526-5025 (503)526-1937 DUNCAN BLDG Trus Joist MacMillan (5031 5daho)U 7 col+Y+WT o 1 ��'Trured a T7ivs�st �Ip,Boise ue�,USA TJ-Sizkq^r its fradenyrk rw Trus Joist MacMiaw I feinz Mueller i�a+Y'gf4 C 1999 1.1'1 nJs Jnrt1 r111aeM�ar, a IIMJ•d ParsMl 911110 n registered parb+r>+r�.lltrse.Idaho.USA TJl r•and TJ-S¢na'r arc trademarks d Trus Jobs Ma,•M�aan 8285 SW Nimbus-Suite 105 16135 SW 74th Ave. Beaverton,Oregon 97008 -00006,13 (503)520-5025 16135 SW 74th Ave. (503)526-1937 00006,BUP2000-00227,BUP99-0 cnpyrvhl C 1999 by Tnrs Joist Mach ean,a Rhea 3 Of 21 5 of 21 Smpson Stnxq Tle,:.onnHyorslp h a raplsteted ed amt's a partnership. Boise.Idaho,USA TJ-Pro^ and TJ S¢ k Ynpson S -rlla �"are IrademJoi d Trus Jast MoeMalan 1+ana ranlpany Inc TJi�rs■n+rltslerad Uademars d Trus Jost MarJNrllan 16135 SW 74th Ave. -00006,B UP2000-00227,1UP99-0 6 of 21 lam-•u= YfKN...•.MMYPIk1fW'�AIfM.w�Y:.gnWtkijidymj�l>fl4YdiY.l�I�k�takJi•+�14Y'.ia�al.t,' ' lIII lIII lIII lIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIII lu II lIII lIII lIII lIII 1111 lIII till lIII lIII lIII lIII lIII 1111 1111 lIII lIII iltl till lIII till lIII lIII lIII lIII !III lIII lIII lIII lIII CM I I, ( 1 1 1 1 I I 1 1 1 1 1 1 LEGIBILITY STRIP O i 2 3 a 5 7 !� 10 ! ! l2 I3 la 18 1 18 IO 20 21 22 23 24 25 213 27 28 29 30 iOmrr.1 cm t 11 25X CDO1 I NOMI lbs Idl _W21111111111111111 111111 t it Is III it 1- 01111111111111 11 r } rl 1�r}MWAwtMrMi w : r i r k i 1 1 OPENmWEB TRUSS INS L ION I 4nFrameWocks. ATTENTION B_UILDER Enclosed is IMPORTANT Information for the Safe an PERSONAL INJURY OR DEATH MAY RESULT F �5; W;t%fC/ /?/ d Proper FROM FAILURE TO READ AND FOLLOW THIS INFORMATION U � G P www.t�m.com Use of Trus Joist MacMillan's FrameUllorks BusldinS stem g Y I . OPEN-WEB TRUSS IDENTIFICATION 5. ERECTION BRACING 6. INSTALLATION TOLERANCES PERMITTED TJL 11/7" and TJLX'"Truss :� TJS'" Truss T1/2"x Truss _ TRUSS CHORD ALIGNMENT TOLERANCE BEARING CONDITIONS — OVERHANG t'/z" x 3'/z' •,��s+ ` 1'/a`x 25/re"double i 1'/s"x 31/2"double TJW",'Truss TJH'm Truss WARNING TOLERANCE OF TYPICAL BEARING 1'/a'x 4Y4* 1'h"x 51h"double _ _ WITHOUT CORRECTLY INSTALLED ERECTION BRACING AS SHOWN BELOW, y — HARDWARE (TJS'"' bearing shown) TRUSSES CAN BOW AND ROLL OVER CAUSING DEATH OR SERIOUS PERSONAL ��• INJURY AND PROPERTY DAMAGE. SINGLE CHORD TRUSS DOUBLE CHORD TRUSSDOUBLE CHORD TRUSS NOTICE —_ — 'h•.01 imum V -- ERECTION BRACING AND PROCEDURES,AS WELL AS THE SAFETY OF THE ALIGNMENT e ITIS DANGEROUS TO STACK BUILDING MATERIALS ERTICAL _ _ _ _- TOLERANCE _ _ WORKERS,ARE THE RESPONSIBILITY OF THE ERECTOR. THE ERECTOR 00 NOT ALLOW WORKERS ON THE TRUSSES — — — — — — �'- Bottom chord of truss SHOULD MAKE SURE THAT THIS INSTALLATION INFORMATION IS UNDERSTOOD ON TRUSSES BEFORE ALL TRUSS BEARINGS AND UNTIL ALL TRUSS BEARINGS HAVE BEEN BRACING HAVE BEEN PERMANENTLY ATTACHED. should not be out of 2 e MATERIAL IDENTIFICATION BY ALL PERSONS INVOLVED IN THE TRUSS INSTALLATION PERMANENTLY ATTACHED square with deck by -- _+ SEE[f)., trusses should not vary more more than /. per foot of Maximum overhangfor all truss To provide proper performance, J truss depth.(i.e.'/2"for bearing hardware Y4"' A.STRUT BRACING —Tubular steel with flattened ends than 'i:"from a straight line. 24"depth truss) Maximum overhang for TJMTM trusses with A. -L furnished wth all open-web trusses. Strut bracing to be "z•cl�p"or"Pedestal"bearing hardware is vz". Tab installed as leach truss is set. See [], FOB], 5-C and 5-D BRACE EACH TRUSS AS IT I PLACED I _- . . . J '", J '" and TJW'" trusses require strut bracing without tabs. Truss bearings, bracing, bridging, pre-notched plate, etc. .11 must be properly installed as erection proceeds. T STACKS OF MATERIAL ON TRUSSES DURING INSTALLATION B. B.PLYWOOD EDGE BLOCKING is provided by Trus Joist MacMillan on some projects and used for nailing sheath- THIS NOT THIS —�: ing edges. Edge blocking will not prevent trusses GETTING STARTED PROPERLY -' from bowing. Edge blocking should be installed after - strut bracing (erection bracing) is in place and Immedi- C. ti ately prior to laying sheathing. BEGIN AT LATERALLY BRACED BEGIN LIKE THIS IF THERE IS NO END WALL OR BEAM OR LATERA S-A Laterally braced end - LATERALLY BRACED END WALL OR BEAM C.2x4 STARTER STRUTS by contractor with framing beam or ledger wall, 5-B anchors (shipped loose) furnished by Trus Joist Sheathing and nailing to conform to minimum • MacMillan. See 5•A and 5-D 2x4 starter strut furnished by requirements as set forth by project architect, �.•-�"'s,�� `' � � Beam,wall engineer or local building contractor with framing / or ledger 9 g code. See�e for allowable nailing.anchors furnished by \ support(typical) t�•� ,• ; � , •. Trus Joist MacMillan. k:Y D. D. CROSS BRACING is provided for most bottom bearing Y, p 9 See 2•c and s•o .>;t',�"F,�%�4�• � ` � CAUTION f locations. Cross bracing to be installed as each truss is Vy,. •,r j ►Ei. S 1++ t Maximum of 3 sheets of sheathing ' set. Contractor to bend ends prior to installation. See F5-_E1 r .. .=�, per 10 feet of truss length rt' `-tea 3e JOBSITE HANDLING OF TRUSSES NOT THIS Strut bracing furnished by Strut bracing furnished by ; WARNING TJS truss shown(typical). Trus Joist MacMillan.See Details Trus Joist MacMillan.See s for other open-web plan for number o1 rows plan for number of rows. No workers or materials are allowed trusses similar. required.See©tor truss See [�for truss alignment. on the trusses until all truss bearings alignment and bracing have been permanently THIS . Trusses will be delivered to the jobsite in bundles of twenty or attached.See�] j -— ••• 'ass, banded'ngeth3r for handling and shipment.To avoid J damage they should be left in these bundles until they are �� ready to be installed in the structure. \ J REMAINING TRUSSES - INSTALL STRUT BRACING AS EACH TRUSS IS PLACED ■ Miscellaneous hardware such as bearing angles,lag screws, $. NAILING OFSHEATHINGbolls, nails as required for each specific job will be shipped in TO TOP CHORDMEMBERS �e bags�r boxes with the trusses ■ Bridging nwitorial and pre-cut blocking items, if furnished by WARNING USE THIS WHEN ERECTION BEGINS 24"on-center maximum CLOSEST ALLOWABLE NAIL ( Trus Joist MacMillan,will be bundled and banded. TYPICAL STRUT BRACE CONDITIONS in 1 a:h chord member Sheathing material SPACING x - - Do not hit webs with forklift IN MIDDLE OF BAY / •t.f forks.Bent or denied webs TJL'- 7JM'• roof, floor or odd space) NAIL 512E p1A. TJLX'- TJH" �• must be replaced. 5-C WARNING I TJLX' Tis- -D Nailing closer than specified ' ;!, fid(2',4'; BOX 113' 4' 2 _a_ LI may result in chord splitting. y��io� COMMON .13i- 6 2 6• j i�,� A��i"ice 10d(3-) BOX .128' 6• 2- 6- n Sheathing and nailing to s sconformor to 2x4 starter strut furnished �� .., COMMON tae' minimum requirements as set forth by by contractor with framing -• -- -- — ----- y project architect,en ineer or local o �i�r•; BOX 128" 6' 2' 6' µ anchors furnished b i� 1 12d(31,', •� building code.See I a I ��E/' y Roof strut bracing r COMMON .148• s 2/: 6' Trus Joist MacMillan ( ©ox —135 6' 2'h' 6" _ �y for allowable f,) ' « ,,. / COMMON w; i 1/x"nails furnished by 16d 3'/i 'u � Chord members 162' e' a' e' t r< 7 nailing. :, � r � � .,*c,m �;ae+;"•., Trus Joist MacMillan IMPORTANT ■ Use proper size nails to fill If more than one(1) row is used, the rows must be offset at �° +'^ +•� "++r !4 � �`i' :' ••, .Io. least 112 inch and staggered. r• I Y�. AM .L ) _ r3�^4�r � f w� •s all nail holes in bearing clips, I bridging clips,bracing,etc. Nailing pattern to be per plans and specifications.In no case ■ 14 gauge staples may be a direct substitute for Bd(21/:") Floor strut _ - y shall nail spacing be greater than 24"on-center in either chord nails when having a minimum penetration of 1 inch into the member.Nails shall not be less than 8d 2'h" or greater than main member. .t��;�:,�. ��>;•,, •, ,' bracing. ( ) Attach to 16d(31/2") ,..' �; �-r �• ;'` �A,: k,;��" M underside I I ._ of truss WARNiNG / top chord. 2x4 with 2-10d(3")nails at Workers should stay clear wheneach truss by contractor 9 NO FIELD MODIFICATION OF TRUSSESStrut bracing furnished by Trus Joist . IS PERMITTED cutting the banding to avoid n.S MacMillan.Se for number of rows TYPICAL DETAIL DETAIL AT ') '� �' (�' ( • possible injury from(lying � banding or toppling trusses, required.vee U for truss alignment. AT END WALL ODD SPACING ■ DO NOT PERMIT CUTTING, DRILLING OR DAMAGE OF THE CHORDS OR WEBS. ■ DO NOT REMOVE STEEL PINS OR WEEDS (EVEN TRMPORARILY). OF TRUSSES NOT THIS BOTTOM CHORD BRACING INSTALLATION 4e JOBSITE STORAGE ■ DO NOT MAKE FIELD REPAIRS TO DAMAGED TRUSSES WITHOUT WRITTEN 4PROVAL OF TRUS JOIST MACMILLAN. IF YOU HAVE PROBLEMS IMPORTANT BRACING BELOW ') FOR TYPICAL CONDITIONS. FOR BRACING SPECIAL CONDITIONS SEE DRAWINGS. ■ Darns s Manufacturer's engineering responsibility is only for the design of the Tru i THIS _ /O ged Trus Joist MacMillan Products Y g s Joist MacMillan products and not for 5-E \� any supporting structure or loads other than indicated herein. All materials shall be furnished by others unless I Cross bracing ■ Improper Fit specifically noted b mfr." manufacturer b TJM"orb Trus Joist MacMillan"herein. 1 9 ■ Field Modifications p Y y" (manufacturer), y Y le Damaged trusses must I warrant that these Trus Joist MacMillan shop drawings have been provided to the contractor/installer and ` la repaired ■ Questions About These Drawings responsible design professional and that they have been verified and/or corrected for accuracy of loading I or replaced information,consistency with building design,quantities,dimensions and that all questions shown on these I t drawings have been answered. I also agree that erection of the materials is the sole responsibility of the installer. Call Your Trus Joist MacMillan Representative , Bridging where Nailer and bIf shown on rthe acing _ — _—� 0 APPROVED, NO CHANGE n APPROVED,AS CORRECTED ��S� ✓� � f shown on drawings 1 y + drawings Phone _� Purchaser —_ _�— Date SINGLE CHORD TRUSS or Our Engineering Department By ---- ____—__ Title T Cross bracing FABRICATION OF TRUSSES CANNOT BEGIN WITHOUT PURCHASER'S SIGNATURE Cross Disc ng furnished 0 NRXG[Ig40NS-MIEN - _ y ■NEVER store trusses REVISE AND RESUBMIT flat or set trusses / by Trus Joist MacMillan QrCORRECTIONS AS NOTED _ directly on the ground install as each [� REJECTED �1 I / n / /� ^ ^ / �, 1/� �j� i, or in contact with truss Is set THIS DRAWING HAS SEEN REYIEKO FOR GENERA,CONFORMANCE YYITH f1ESIG L..�'�� v / Y (� /�/V t v standing water INTENT OF CONTRACT DOettili S, ACTION SHOWN Aeon i$ SlM1Et1 10 A (� '� •t`f i' Haller rer;ulred at REQUIREMENTS OF CONTRACT pOp IN NO WAY DOES ACTIN SHOWN 1 xa nailer required, Nailer and bracing it AOOtIE RE,IEYE TILE COtt M4M OF ; 1 attach with 2-8d spans beyond 40 lest RESrONSIh,ITY t0 Gl1ARANTFE ■ ALWAYS Sen localtrims bundles on slickers placed al shown on the drawings CONSTRUCTION COKOM 101■NT w Nix O D l �`�G� the truss pin locations (2'h')nails Bridging If shown I (� /1 , /\ �L�( \ on the drawings DATE 18135 SW 74th Ave. ■Cover Truss(x,ndles with paper wrap or canvas tarps to c 00006,BUP2000-00h Avg. P9 protect them from the weather DO NOT use plastic covers as PROLONGED EXPOSURE TO THE ELEMENIB HARMS ' DOUBLE CHORD TRUSS NICOL . Y U -0 9 they will cause moisture to accumulate on the trusses. THE APPEARANCE AND STRENGTH OF THE TRUSSES. ` I ENG EER IN21 G, INC. _ r, - 9P�b� 14' $ggMmA, -S DRAWN DATE CIIECKED DATE, OkUER NO. S11EE1' l FwnawaRa*.Mcroilam*.ParaMarrra SaaM rbor•.Tar+AarStranda,TJf•and Trus Jost MaeAlearf an 190'ala'b M.l is used as an abbrawaMun for McroUm•LVL T.3 M used as an abEtrriNion for TirrrMrStrarM•LSL _ .—"" 2-qq -Ilo7 OF [� ,radamal►i and TJL'w.T.,LX^+•TJW'w,TJS"' TJI.1'w and TJH'A ars Irademar,u d Tha Jas MNClMaan a Irtmod P.L la,raaA as an•Mrin+aunn,n.Parallarna per TJI y uaad b an abbnvladrxi Ior TJL•total DarY"Wiift,P-� '^ a V41 d HDER bu3c,t;— ... .'..:-:..:. "'..'.Mn-,+JWY ,11i'wM: .....:G•r-s�......Rt�PM}::,Jy,ti: , ... N NEV cmi o r�,a.n a1 I LEGIBILITY STRIP I 2 I I d l �5 III; (III (III (III (III (III (III (III (III(III~(III(III (III (III (III (III (III (III (III (III (III (III (III (III III I III II (III (III (III (III ILII(III (III (III (III (III (III lin I n ilii Ilillli ni (III Illi (III (III (III III, (III (III II.. II (III o Ito lit Ill Ili IlaI I I I11-7I I � � I 16 18 IB 20 21 22 23 24 25 28 27 28 29 30 rr TA L AT NFORMATION OI NONI a 108 OZ "'10111441111.111 1111111 IT11, ------- .... R7- IN)Fill VP !IRillmow$Aio IWO! 090 NONE i J' J ,p f „1, 1 1 1 t 6'. r YY t k � Ir t 1 ATTENTION BUILDER ® FrameWorks. Enclosed is IMPORTANT Information o matron for the Safe and Proper Use of Trus Joist MacMillan's FrameWorks® Building System IsJOBSITE HANDLING2 4. , 7. HOLECHARTS WARNING Tables are based on uniformly loaded applications or building code provisions for concentrated loads(2000 Ib. over 2'/2 feet square)with 25 psi dead and 20 psi partition DO NOT CUT,DRILL WITHOUT CORRECTLY INSTALLED ERECTION BRACING G SHOWN BELOW, loading. For joists supporting concentrated loads or other OR NOTCH FLANGES I I I I t I f I \ JOISTS CAN BUCKLE SIDEWAYS OR ROLL OVER CAUSING DEATH OR SERIOUS conditions or possible exceptions,I� p p s,contact your Trus Joist Til JOIST INSTALLATION INFORMATION PERSONAL INJURY AND PROPERTY DAMAGE. MacMillan representative. 7nn r' QPym�y. NOTICE S�\Q OPS •tt�� ERECTION BRACING AND PROCEDURES,AS WELL AS THE SAFETY OF THE 1'/i'knockouts at approximately 12"on-center For rectangular holes,L:Is available in most joist series.Joists may be the longest horizontal or _-_- - WORKERS,ARE THE RESPONSIBILITY OF THE ERECTOR. THE ERECTOR oriented with knockouts at top or bottom. vertical measurement SHOULD MAKE SURE THAT THIS INSTALLATION INFORMATION IS UNDERSTOOD DO NOT ALLOW WORKERS TO WALK ON JOISTS DO NOT STACK BUILDING MATERIALS ON UNSHEATHED D D \L L - _ BY ALL PERSONS INVOLVED IN THE JOIST INSTALLATION. UNTIL BRACED.INJURY MAY RESULT. JOISTS.STACK ONLY OVER BEAMS OR WALLS. \ /r = USE STICKERS ADEQUATE TO KEEP .rw 'g' " '" o o u o IMPORTANT o o. o p ;.i,;i0tliikz 0:�4 I JOISTS ABOVE GROUND AND OUT 4' minimum seri of shcathi tem ora or ermanent Joist depth ?' t 1 (�'^ y j ;til rpt!„x 1i : ygF, { ,y. ;•!r r1 DO NOT DUTAP OP DROP JOISTS FROM TRUCK Strut lines must be tied to ( ) P ng( P rY P ) <,- .;r t• • OF MUD AND WATER(APPROXIMATELY set table I fi A,L,, '7 •.M1WE .�R �y �b. braced end wall,beam or sheathing, f there is no braced end wall.If permanent,nail per plans '' ^� - - 10'O.C. .'VITH A 24"MAXIMUM and specifications.If temporary,use 8d(2'h")form nails ° Strut lines(1x4 minimum at 12"on-center. CANTILEVER). ) •6'o.c.forjoists with VA"wide Timber5trand'•L5L flanges / PROTECT(COVER)JOISTS FROM EXTENDED •8'ac.for joists with 13/4"wide Microllam+LVL flanges • 9'ac,for joists with 22hf"wide flanges 1a° • "' L Bearing Minimum distance 2 R D '2 x L, Mirmlum distance EXPOSURE TO SUN AND WATER, ) t: i h,. a:.. from table 2 minimum minimum from ta'vle 2 • 10'o.c.for joists with 3'/z"wide flanges ;y s �?i 1.�r", Lilo;' r, y; „ a + stack building materials over Joist span Strut lines are required l+ '' #t '. at all bearing locations `�`r+ its' .I• )ri i walls or beams only --- _ where Joists are not / «�,; �'� 'Y .., r.,`�`,i ° "" � � •,, �? Otherwise braced. INSTRUCTIONS TO DETERMINE HOLE LOCATION 1.Enter Table 1 with required hole size and joist depth.Find hole factor or hole location. 2.Enter Table 2 with hole lactur from Table 1 and joist span(inside lace of support to Inside rF air T' TM T face of support).Find the hole location:minimurn distance from inside lace of support to II ( 1 nearest edge of hole. Cantilever bracing �� r'`'� r,r+%rdti �• �~ l�` " 1 Yr s TABLE 1-HOLE SIZE FACTORS AND LOCATIONS m be required. TABLE 2-HOLE LOCATIONS i q JOIST HOLE FACTOR See plan. ,';t' .1t�71 �r^ q,,;, ' �' ¢• PERFORMANCE PLUS'WED SPAN A B C D E SPECIAL DO NOT LIFT TJI JOIST IN THE FLAT ORIENTATION DO STORE JOISTS IN VERTICAL ORIENTATION UO NOT STORE FLAT r' Fill all nail holes with the F JOIST DEPTH 14' r•3` 2'-0' 2'-6' 3'-9• 5'-0' CONSIDERATIONS � � v. L+r11'lcf'r �- proper nails r 15' 1'-3" 2'-0" 3'-0' 4'•0' 5'3" •The sizes given in the table 4 t�t•" 11 h' 14" 16` 111' 20' 22' 24" 26" 28" 30' are hole saes,not duct sizes r+ 16' V-3' 2'-3' 3'-3' 4'-6' 5'-9' LEAVE JOISTS BANDED TOGETHER UNTIL READY TO INSTALL � :, h�.a�''tl• hr�{;, �, � tt�"e '.: z• tv.• - A A A 4' 4" 4" 4- 4• a" 4- 17' r•s' r-s' 3's' 5-0' 6'•3' Rectangular hole saes are based on measurement of the Ends 11 cantilevers nw51 be I e fs •• �' { s' '`r 3' 1'/: A A A V-3' V-3" V-3" 4` 4' 4' 4' 18' V-6' 3'•0' 4'-3' S'•6` 6'-9' longest side. laterally stabilized with blocking. o , '`" :" :: 4" 2%, B 8 A A A V-3' 1'•3' 1'-,3 1'•3" 4' 19' t'-9" 3'-0' 4'-3' S'-6' T•0' WARNING bracing,or rim joist I hit' il. Where more than one hole is to WORKER-33 SHOULD STAY CLEAR WHEN CUTTING THE ^++; s• r C C 8 A A A A A 1'•3' 1.3` 20' r•s' 3'•0• 4'•3' 5'-6• Tic" be cut In the web,the length of BANDING TO AVOID POSSIBLE INJURY FROM FLYING BANDING - -_ I " v A s• 3'h" E C C B B A A A A r-3' 21' 2'-0' 3'•0' 4'•3• 5•-9• T-3• the uncut web between holes must be twice the length of the ) OR TOPPLING JOISTS, IMPORTANT 1` 4• D C C B B A A A A 22' 2'-o` 3'•0" 4'-3' 5'-9' 7'•3' longest dimension of the largest i 2 8d(2'/z")nails 23' 2'•0' 3'•3' 4'-3' 5'-9' T-6' adjacent hole. minimum e" 4i': E D C C 8 B B A A __ • All blocking,hangers,rim boards and rim joists s the end 21' 2'•3' 3'•3' 4'-6' S'•9' 7'-6' •Tables are based on simple span supports of the TJI'joists must be completely installed and I 9• tsv: E D C C B B e A properly nailed. 25' 2'-3" 3'•6' 4'.9' 5•-9• r-9• applications.For uniformly loaded PRODUCT'APPLICATION 10• 6• E E D C C B B B cantilever and continuous span _ • TJI°joist top flange must remain straight within a tolerance of 26' 2'-3" 3'-9' 4'•9' 6'-0' 7'-9' C , 11" 61h' E D D C C B B applications,the holes must be _ ASSURANCE // /x'*from true alignment. 27' 2'-6' 3'-9' 51•0' 6'-3" 7'-9' 'Heated one Inch lurcher from the 1 12" 7• E D D C C B • Sheathing must be totally attached to each TJI'joist before TJI blocking 28' 2'•6' 4'•0` 5'-3' 6'-6' d'.0 support for each toot of joist span additional loads can be placed on the system. 13" TY: E E D �� C C Do IT RIGHT - 29' 276' 4'•0' 5'•6' 6'•9' e'-3' than the values indicated in the t DO NOT LIFT TJI JOISTS BY TOP FLANGE i1 • Without bracing.buckling sideways or rollover is highly robabte 14' e/" E E ] D C - - 30' 2'-9' 4'•3• 5'•9' 7'-C• 8'6' tables.Do not cut holes in F1R5T g y p 15" 9" E D C - -- ---- Cantilever area without consult- 31, light construction loads like a worker or stacked sheathing. 3r 3'-0" 4•a' 5'-9' r 3• e•-s• fns your Trus Joist MacMillan 16' 9'h` E E D D 32' 3'-0' 4'•6' 6'•0` 7'•6' 9'-3' representative. 17' 10" E E D 33, 3'•0' 4'-9' 6'•3` T•9" 9'-6' 3. WEB SI'IFFENER1e" 10'h" E E34' 3'-0' 5'-0` 6'-6' 8' 9 9'REQUIREMENTS 19" 11Y.' E E 36' 3'•3' ' "50 66 8 3 100 5. FLANGEAIIIN - G 20• 12'6. SLP . "0 ED E r • .. • . ..6 3 3 5 0 6-9' 8'.6' WEB STIFFENERS AT CONCENTRATED •Rectangular holes based on measurement of longest side. WEB STIFFENER MATERIALS, LOADS EXCEEDING 1500 POUNDS REQUIREMENTSWeb stiffener requirements vary based on/Dist series WITHIN THE JOIST SPAN D EXAMPLE: Find minimum distance from inside face or support to nearest edge of hole. SIZES AND ATTACHMENT and depth. See plan/ details;S p, details for requirements specilk T0. OF FLANGE WARNING 7"Round holt 7�� 5" to the joists being used on this project. Load bearing wall or other concentrated NAILING CLOSER THAN 6/,"Rectangular hole „„ a bad above,within the joist span. See SPECIFIED MAY RESULT �_T•, I TJI'joists with 1 at to 24'iil wide flanges 0 0 0 0 - o 0 0 o.i' ;o' s ;o.� o:,. �r q ••, - o 0 o u o 0 /plan/details for specific requirements. ) IN FLANGE SPLITTING. +f .�� r • Web stiffener material shall he sheathing mmunum o f ` cryo • Load hrarrn wall or other ti L'.1rorManee Plu!.WEB w;'•.;i c/;'maxlnnm' 9 0 .,,.;r••r �, . 6'/z' Lz meeting the rr'quirements of PS 1 or �:1•'•a,m _ concentrated load above at F';;2 or of GSA Standards 0151, 0325 or 1- �,,,, o t jrnstends.5eeplan/detail, 1 " 1 rl �, .•,., r.'` +' O•i;i7 with hire giro)vertical --� � For slopes greater than /s per foot (/4 per foot with for specific requirements. Web stiffener both sides must be tight • Muumum web ShMener size is "'''Is 5t'dGC° hangers), beveled plate or sloped hangers may be equally At 2 o c / against top flange.Attach with 3 164 Cantilever or / fur joists AIlh 134"wide flanges , (3'/r' box nails minimum at joists with 3'/:" '/z'i3i required. See Ian/details for specific applications. mAxrnurn ) j Closet y atm 4 P P PP continuous s an x 2 Yit"fur joists wilt)2tr'+e"wide flanges. ;if wide flan es. Attach with 3 8d 2'/a" box V 9 P L=6'-1" L T ;' g ( ) bearinglocation. -- t I' x 2''re"for juisls with 2'!re"wide Ilanges t_noq fit `?�' 71i nails minimum at all other joists. w 10 DO NOT CUT HOLES IN Joist s an=22'•0" • Attach web shtlr--Hers with Ad(2'z"1 box nails \ w` t` CANTILEVER WITHOUT -.-._- p - Ga /�'minimum CONSULTING YOUR minimurn,spar,�d at 2'on•center maximum, • p'' clinched when possible ti `A `" II^ (` .• 2A"maximum TRU5 JOIST MACMILLAN ROUND HOLE: For a 7"hole,find L. RECTANGULAR HOLES:For a 6'/: hole,find L.and L, poss btu -a1E?�. 1 -�•' NAILING PATTERN TO BE PER PLANS AND SPECIFICATIONS. IN ADDITION,NAIL REPRE5ENTATIVE. 1. From Table 1,hole factor is C 1. From Table 1,hole tactor is E SPACING SHALL COMPLY WITH THE CRITERIA LISTED BELOW. DO 2. From Table 2,distance is 4'-3" 2. Froin Table 2,distance L.s 7'-3' /•" minimum 3. Increase for joist continuity-one inch 3. Minimum distance L between holes=2 x L, TJI"joists with 3'.'z" wide flanges r /."maximum Minimum attachment to be 1-toil(3")brnc nail each side of NAILING OF SHEATHING TO FLANGE OF TJI®JOISTS''N�1 for each toot of span=22" L,=2(m di= nee maximum _-j, L=4'•3" 22'=6' i' • Wr�h s1,Ncner nlatr:nal shall be 2x4 1-- - r•ur _ - '•-r�! TJI+joist at bearing,1'/i'minimum from end to minim'ze splitting ti construction grade or boiler _ - ' ; NAIL TYPE DIAMETER NAIL LENGTH CLOSEST ON-CENTER inti, r T • Attach web sliNeneis with 16d('31 z')box Nnris sj aced � r' TJI°blocking panel(or equal)required at each side of TJIt joist for SPACING PER ROW', nails minimum, spaced at 3"cnr•cenier r iAll at 3'oc. :•ii 41t +�)•• .a R• Y � lateral stability and to transfer wall load above(as occurs)to bearing ad(2'h")Boz .113" 2" �y�'�wi ." maxinnurn ill nMumum _ wall xlcw.See Ian/details for .cific applications. 2'h" `'t F`Jk� M�� " _ +, '� •�� IF YOU HAVE PROBLEMS _ P PC PP ed(2'h")Common .131' '�k i IMPORTANT 2` s \ Manufacturer's engineering responsibility is only for the design of the Trus Joist MacMillan products and not for At intermediate supports with joist Snug fit j 10d(3")Box 128• depths of 22" and greater, use 2 rows 1/."nlaxrmiim � 3• 2" • Damaged Trus Joist MacMillan Products any suppoiling structure or loads other than indicated herein. All materials shall be furnished by others,unless of 16d(314")box Halls minimum, spaced � V/rr 9tiHeners Mmrmum attachment to be 10d(3")nails at 12"o.c.each 10d(3")Common .148` at 3"on-center maximum.i" must be tight side of TJIt blocking panel.When used For shear transfer, 12d(3'/." Box 12B" 3 • Improper Fit specifically noted b mfr."(manufacturer), b TJM"or Trus Joist MacMillan"herein. 2' • Field Modifications Y� ( ) y" y" aa-+met bottom nail to bearing plate with connections tquwalent to decking ) 3'/•" 3„ I warrant that these Trus Joist MacMillan shop drawings have been provided to the contractor/Installer and 12d 3U." flange mail schedule. ( )Common .149' 16d(31h")Box .135' - • Questions About These Drawings responsible design professional and that they have been verified and/or corrected for accuracy of loading 3'h' 3" Beveled plate Sloped hangers WEB STIFFENERS 18d(3'h")Common .182" 3• information,consistency with building design,quantities,dimensions and that all questions shown on these III For dealer-slacked TJI foists sized using the current residential equal) ! drawings have been answered. I also agree that erection of the materials is the sole responsibility of the installer literature,a1lRch web stiffeners(when required)with three Halls,equally AT BEARING POINTS Call Your Trus Joist MacMillan Representative p Y spaced Refer to current residential product literature for additional infor• matron (1) The full length of the top(or compression)flange or the TJI•joist must be nailed to the C.- IYh r/"Gf/"r RiLIUS ❑ APPROVED, NO CHANGE ❑ APPROVED,AS CORRECTED LOAD TRANSFER AT sheathing with the widest spacing of nails as follows: CONCENTRATED LOADS •18"D.C.for TJI•joists with flange widths less than 2 inches. Phone � 3 116 -Scu •24'D.C.for TJI'joists with flange widths greater than 2 inches. Purchaser - - Date IF WEB STIFFENERS ARE NOT INSTALLED PROPERLY (2) 14 gauge staples may be a direct substitute for 8d(2112")nails when having a Or Our Engineering Department gy ___^ _ Title minimum penetration of 1 inch into the main member. _- (:► If more than one row of nails is used the rows must be offset at least lb"and staggered. DO NOT FABRICATION OF JOISTS CANNOT BEGIN WITHOUT PURCHASER'S SIGNATURE Phone -- - ---- - -- SIDE OF FLANGE ; D V�SIC' A N 80/L L)/A/G '1' 1 ,'; For light framing only. 16d(31W) i! maxim m, ' j I,•" \ , u 3 o.c.staggered T16ARD J O�• 16136 SW 74th Ave. • (toil(3')box maximum at TJI` -00000,B UP 2000.00227,B U P 99.0 \� �,•' •�� 5drd block AN posts from r�„� jOfSM With flange widths Ie33 Sof 21 above to bearing below. than 2 Itches).Attachment to Web may punch"rig rMou Cut joist de" er DRAWN DATE CIIIF.CKED DATE ORDER NO. SHEET �' Web may buckle " filler blocks may be required. the bottom range Y ibist may roll in the hangers than joist depth See plaNdetails. ISZ Z OF FrwWWorks' kkroaarn' P.,,xAm• Perrornar+ce pia' SIM F low TwtwSnard,TJP and Trus JoiN MacAtaan•ars rvgmWad Iradwr&1w M-L r wed as an abbevlaeon ra MX Mott •LVL. T.S b wad as on abWtviatlon for niritwSMnd•LSL ane TAA.TA.1t"',TJW'.TIS^•.TJM"and TJN"•an uAdrM+ar►e d Ind Jo,N MK~a Mad prMwNrp,robe.kW* pd N wed w an awswoAon ro,Pa www psL. TJI Is used as an abbeviarion Im TJI"Jmw 02/99 REUHDEA fel jott� i C>mm.l cm Iil,l IIIIIIIII IIII�IIII IIII�IIII IIII�IIII IIIIIIIII IIIIIIIIIIIIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIII II�IIII IIII� hi nnill I Iln�nn IIIIIIII Illl�llfl IIIIIIIIf II Illlll illllltll illllllll IIIIIIIII Illlillll nlllllil Illlillli t. ;,, _ LEGIBILITY STRIP O � � � � � � �, f3 � � I � I I I I I I ( I I I I I I I I 10 1 1 12 13 14 19 17 19 19 20 21 22 23 24 25 28 27 28 29 30 tCl i l 01 NONI a 10a i 4~ } x I �� _- I i i ."4 R • i y ^i 1 R I k 4. 3 4 yy 1.! f THINK SAFETY — READ INSTALLATION INSTRUCTIONS BEFORE PROCEEDING — 1 i C) I3'-4" 17'-4" :2' 8" z -- 2x4 PLYWOOD EDGE BLOCKING BY TJM ENTIRE LOW ROOF � BLOCKED i o�L TIM16 �E�-5�'ht-�n mQ _ I I �= L I SECOND FLOOR LON ROOF JOIST LOCATION PLAN J I rn m 1 �II u _ SCALE: re — I FT. I' DESIGN LOAD 100% DESIGN LOAD 115% LIVE� I I I Q 16 � --► PARTITION LOAD 50 PSF LIVE LOAD � T TION LOAD 20 PSF 25 PSF DEAD LOAD 15 PSF DEAD LOAD 15 PSF I B [TOTAL LOAD 85 PSF TOTAL LOAD 40 PSF I U L bI,O Gt`IN h I U- w rr°' - `� GENERAL. NOTES LEGEND J 0- Y I SECTIONS AS DRAWN SHOW ACTUAL BEARING CONDITIONS 4 m IN 9ONLY. TRUSS CONFIGURA'rION MAY VARY. SEE PLAN FOR I '- I In 6O tbbT OTk�.2 DEPTHS, SLOPES, ETC... O I O �IIJ= I UJIDICATES 2x4 STARTER STRUT BY OTHERS WITH FRAMING G 4ye 4/e I ANCHORS BY TJM, SEE TJM TRUSS INSTALLATION SHEET, ra, �- — — z Vit— i P� �� P`� 51=C TION 5-A. kn LU Q 0. OB I 1._ ��OG`Gllyl� �oR- `�I%Yl.lbll try INDICATES CONTINUOUS ROW OF EQUALLY SPACED STRUT ^_� I BLKG. PANE!r,, w w SEG yH i1' Z•� OFpr? t1lr m BRACING BY TJM. GTRUT BRACING IS REQUIRED FOR BY TJM LATERAL SUPPORT OF TFIUS5 SYSTEM DURING ERECTION. I rd _ 8l,8 u , , pOGU M M�.t�4T� PSF' J� _ _�,� SEE TJM TRUSS INSTALLATION SHEET, SECTION 5. 4 71 I i INDICATES CONTINUOUS ROW OF 2x(o BRIDGING BY TJM. I /fjQ A SEE STRONGBACK BRIDGING, SECTION ON SHEET 3. " P• rJ 1 i 8 u.tiq'ri�1 Ib- A NOTFI:E OTRSOME TJI'ED ADSERE U"IRED P WILL BE SENT LONG TO BE I --' C '=---- - TRUSS OR JOIST TYPE DEPTH 4 SERIES A 37" TJL Y B 43/e,"x2)" PARALLAM C IS" TJI/1-65 v D 3%"xlB" PARALLAM O � a �MIGR M CY YIM I i _ �- BLKG. BY JM P 48" 0.C. - 75�e 2 @ 4" 14 SPCS. @ 48" O.C. 51;'-0" 7s/e" SEE PLAN OR TYPES " -� �h�(�I►J1 t>�L c,( � � OF BLKG. I O� T'-L- BEA Ms ►l A VE EA.Y--Nrl , I � ©� �ol►.r� WPD .t//ASni)N RVEf11z, LI-P OF �E:AM) Fo(L 21'-4" 22'-0" _ I MSC4�. VN1�5 . I> 1.U�1Dltil� ,1�L1:1'Tr1l3l. ASID 'I 2 P�Jr - FLOOR ROOF l 1. SALES PRESENTATION DRAWING Trus Joist MacMillan warrants (hot its products as provided shall conform to the dimensions and details, and be adequate to carry the loads specified on this presentation drawing as F approved by the purchaser. This drawing has been prepared by a Trus Joist MacMillan sales representative and has not been reviewed by a Trus Joist MacMillan Engineering Department. [:v DATE REMARKS ! tt��r[e /lfTfflffl/ DUN�AN BUILDING 1815 3W 74th Ave. OR -00M,eur2000-00227,euPs9-0 W-0 TIGARD, 9 of 21 DRAWN DATE CHECKED DATE n2-99-//OI SHEET >s-99-/sz 3 OF y d . cmIIIIIIII IIIIII1111 IIII111 IIIIIIIIIIIIILIIII 1III11111111111111611 LEGIBILITY STRIP 1 1 111111111 Is 11 12 13 14 18 17 16 19 20 2II I 11 111 I II2II I 2IIII I II2II I3 IIII I II2II I 4IIII I I.I..2I.I,I 5IIII I II2II IQ IIII I II2II I7i 11�IIII I9IIII�illi I IIII I'li .' 29 3O a�'r i al 1 � 1 .L 11 t 1 or b.. f+I e, I. Ii yy p� t t r } ;i 1 THINK SAFETY — READ INSTALLATION INSTRUCTIONS BEFORE PROCEEDING PARALLAMO MATERIAL I OPEN WEB TRUSS MATERIAL LIST L ST LYwoor,) PRICING LINEAL OTY TYPE SERIES PROFILE DEPTH CLEARSPAN STRESS PRICING LI�JEAL PG NOTES p "t-acl�� QUANTITY TYPE WIDTH x DEPTH CUT LENGTH LENGTH FOOTAGE STRESS GRADE NOTES .� RICINLEVEL LENGTH FOOTAGE LOAD '5-T24P 61 01H ef2,S j 11 a 32 A TJL PARA 37" 33'-10�/b" 2x4 BLOCKING; 3 B 4 / x20 21'-011 BY TJM. (wN� (�Caz) 5 D 3% "x 18" 221-011 5EE BEARING CLIP2x4 BLOCKING 2 DI 3k2"x1811 12'-011 2x8 PLA FE -� DETAIL SEE BEARING CLIP BY TJM 2�2 FILLER BLOCK BY TJM BY OT NE.RS DETAIL SLC _� � x�op� y l2 EACH SIDE OF TJI OPEN WEB ACCESSORIES SEE DTL, 2l5,2 FOP, LOCATION • AND ATTACHMENT BEARING PLATEP DTSfA1L MOn� \ APPROVAL STAMP: JOB NAME: c suslc PLYWOOD EDGE BLOCKING BLOCKING o c. SPACING ,PLF �N• FT. 2x 20SPCS. 214 144'/"IM Z-CLIPS BOTH @IDS 42 PCS. 2x 4 x 43" LOCATION: c 1IV/0 &AP JOB NUMBER: LIN. FT. 2x 32 PCS. 214 120%1" Z-CI1!'S BO'T'H SNOB 6 PCS. 2x 4 x IqI' • _ _ x PCS• 214 Ide IrM Z-CIDP ONE SND PCS. 2x x MFG. PLANT: I1N. 1''P. 2x 16 PCS 214 12.4" IIfm Z-CUP (ONE END) PCS. 2x x HANGER BY TJ\�� DRAWN BY: CHECKED BY: 32 PCS. Z-CUPS PCS. 2x x 8" CMU WALL BM. SEE PLAN 3%8" LEDGER PCS. 2x x BRIDGING GRADE 8" CMU WALL 245 LIN. FT. 2x 6 1 2 3 2 — LIN. FT. 2x -- - WE-3 'J111FFe�*(1- J Li MISCELLANEOUS HARDWARE METAL STRUT BRACING METAL CROSS BRACING S 1 DE5 � TSz� 3/8- X GR. 5 BOLT W WASH. TJM BEARING T's TYPE K5 - 26 PCS. 48 O.C. TYPE PCS, y ATf'AC016Nf Glfy0? fb1 AA)WX6) - W,G C ICI` ,SOIS'FS 3/8' X GR. 5 BOLT W ASH. TJH BEARING T's TYPE - PCS. 24 O.C. TYPE PCS. WNC S TUE,S OF T3= 6ES LAG SCREW 8 FRAMING ANCHORS TYPE PCS. O.C. TYPE - PCS. LONG 14Tr4r HAf6AJr C M1t1' Poit- LAG SCREW LBS. IOdxl 1/2' NAIM TYPE - PCS. O.C. TYPE - PCS, LONG ,rr�tf�iNv) T`1P� 'G' Z 'C 15U1`�iS <;tQ,gp B� TJM/H BEARING ANGLE rrPe _ _ PCS. O.C. TYPE PCs. LONG APPROVAL STAMP: JOB NAME: D►,,L`1 � OT}IEOS � IY2"xI8" l"Ih'IBERSTRAND RIM BY TJM LOCATION: (wHF,fi•a✓occur / . IDENTIFICATION: JOB NUMBER: MFG. PLANT: PLANT NUMBER: DRAWN BY: CHEM BY: SHEET OF BLOCKING PANEL BY TJM HANGER BY TJM 1 ® r -� GLF3 SEI_ PLAN TJIO MATERIAL LIST QUAN';9TY T'(PE SERIES DEPTH CUT LENGTH PRICE LINEAL PROFILE NO PCS LENGTH FOOTAGE ' —2x6 STUD WALL 201 C L65 I8" 20'-15/8' PARA TRUSS CLIP BY OTHERS 2L EACH 51DE OF TJI 21 0 LG5 18" 21'-5%" PARA 6 C2 1_65 18" 11'-6%" PARA DISTANCE 'x• 7 3 L65 18" 13'-I" PARA (GAP BETWEEN NON-LOAD BEARING. WALL t JOIST) PARTITION WALL. JOIST HANGERS NAILING D15TANCE 'X' HANGER QCANTITY UNDER ROOF UNDER FLOOR TYPE HANGER OUP TOP FACE JOIST/BEAM I FIELD INSTALLED WL--B STIFFENER ATTACHMENT CHART SPAN ix' SPAN •x0 Ilq MIT318 END INTERMEDIATE CONC. LOAD SQUASH BLOCKS SHALL BE PROVIDED BY OTHERS) AT ALL 1-20 0- 4-N16 2-N16 2-NIO DOOR/WINDOW HEADERS AND AT PST UMC ./WALLS TO '-'0' 2'-'a' 1 4-Ibd 2-16d ?_-16d SUPPORT SUPPORT ABOVE ENSURE THE LOADS HAVE ADEQUATE SEARING 10 A SUITABLE -i0' �• 40'-i0' 2' 4 MIT413 i SUPPORT. TRUS JOST MACMILLAN HAS PROVIDED MATERIAL FOR ONLY TI THOSE LOADS SPECIFICALLY CALLED FOR ON THE SHOP DRAWINGS. u • REFER TO THE ENGINEER OF RECORD'S SPECIFIC ATIONS TJI ACCESSORIES • ° FOR SQUASH BLOCK REQUIREMENTS, 1/8' MIN. TO 2 1/4' MM GAP _ • Y MAX. .� WEB STIMNER0E Or WEB LOAD FROM Aewe PLYWOOD EDGE BLOCKING BEARING PLATE WEB STIFFENERS NAILS SPACED EQUALLY PER A CHART BELOW. NAILS FROM / SP6CDG3 DETAIL BOTH SIDES COUNTING. NAILS • ,1 To PENETRATE OPPOSITE — A 220PCS. 214 I 21 "LRH Z-CLIPS BOTH M LIN. FT. zx UANTI JOIST JOIST oL-rArl. 7! NEB STIFFENER. SOAP 10 BE AT THE 1)O1TON IPI h r 2' MAIC. I PCS. 21 I tI1TH Z-CLIP ONE SND I+— MIN. BEA,.G {� THE CASE OF CONCENTMTEO I 06TANCE I WI_B STIfFLNEH REQUIREMENTS LO"0S FROM ABOVE I � PCS. Z--CLIPS I NUMBER OF NAILS WHEN MINIMUM WEB MINIMUM WEBjIQ�;�' TJI JOIST WEB STIFFENERS ARE REQUIRED (o) STIFFENER STIFFENER CDJD15T BY TJM S _ DEPTH/SERIES N U IN MEDIATE WIDTH THICKNESS , OR 14ANGER TJI JOIST (INCHES) (INCHES) (MIN.) SOVA514 BLOCKS BY CONTRACTOR SUPPORT SW PORT TO SUPPORT LOADS FROM ABOVE. SQUASH BLOCK _ IB" Lbs 7-� 7-� Z'!�`M " SHOULD BE TIGHT AGAINST SIDE OF JOIST 5UPPORT MEMBER FILLER BLOCK BY OTHERS y 1 (SMASH BLOCAND 14AVE K LENGTH JOIST DEPTH , ON PLATE �.) BY OTHERS (NAIL TO TJI WEB) MISCELLANEOUS BLOCKING PANI;1.5 NOTE, IF THE WALL BELOW 15 NOT WIDE ENOUGH TO ACHIEVE FULL BEARING TY DEPTH 0. SERIES LENGTH FOR THE SQUASH BLOCK5 THEN THE SQUASH BLOCKS SHOULD BE LOADNET CUT TO A LENGTH SUCH THAT CHET CAN BE NAILED DIRECTLY G THE 4 PCS. I/ x18 TIMBERSTRAND RIM 161-0#1118 18" 24" L65 JOIST WED (50UASN BLOCK EACH SID!Of NLD) AND HAVE A 1'XiNT FIT I d 11 BETWEEN THE TOP AND BOTTOM FLANGES OF THE JOIST, (•)ALL N111L3 LISTED ARE BDL[. NOTE, INSTALL WEB STIFFENER5 PRIOR TO PLACEMENT OF JOISTS. PLEASE CALL YOUR TRUS JOIST MACMILLAN REPRESENTATIVE NOTE,USE T1415 DETAIL FOR LOADS EXCEEDING 48 PCS. �/"x143/"x24" PLY C� FILLERS OR REGIONAL ENGINEERING OFFICE IF YOU HAVE ANY QUESTIONS. 250 1b•. PER TJI. A 250 Ib. LOAD CAN BE SUPPORTED ON EACH SIDE OF THE TJI BOTTOM FLANGE AT S'-O' ON CENTER, -- „ ' PROVIDED THE LOAD 15 INCLUDED IN NORMAL JOB NAME: JOB NAME LOADS. APPROVAL STAMP: S�PQRT DETAIL FOR.LOADS SUPPORTED FROM TJI LOCATION: JOB LOCATION- JOB NUMBER: --� MFG. PLANT: STAYTON SUPPORT HEMDRAWN BY: EB CHECKED BY: SHEET I OF BER I 30, By OTHERS FIELD BFND BRIDGING CLIP OVER 30' Y SALES PRESENTATION DRAWING I(k1.1NAILS, BY TJM. BEFORE NAILING TO BRIDGING ROW I1ECHANICAL UNIT (j) ►IT,'u,; Joist MacMillan warrants that its products T •- - - 1'MLs AT EACH SIDE. � TRUSS CLIP By OTHERS as provided shall conform to the dimensions CONCENTRATED LOAD ' , and details, and llbe adequate to carry the mads I>�• • • 2-$W MAILS specified on this presentation drawing a EACH END approved by the purchaser. This drawing has -- (2)2x ON EDGE �— been prepared by a Trus Joist MacMillan sales F representative and hos not been reviewed by a BT OTHERS (SPANNING ) DISTANCE 'x' •�•—� Trus Joist MacMillan Engineering Department. MIN. L 2 PANEL BCr.'E 2x4 BLOCKS NAILED •-.- 71,x•= �-- LAP APPROX. 12" INSTALL 1 BOLT ABO'.'E EACH BOTTOM CHORD To uT►RAI BRACE LOAD PIN TO HOLD 2x'• IN PLACE. _ PARTITION WALLLL, DISTANCE. hP \ (GAP BETWEEN DISTANCE W EQUALS THE TRUSS TOTAL -- WALLS 7RUBt3) T - LOAD DEFLECTION BATED ON TME DESIGN is To �'('� • ---iii LOAD TRANSFER BLOCK a 1 LOADS 9HOM1. REFER TO THE TRUSS DESIGN BY DATE REMARKS A I Mille /A E 111111 1 F •■ CALCULATIOWS FOR TOTAL LOAD DEFLECTION. NOTES WEIGHT Of MECiI. UNIT TO 15EAR DIRECTLY Icb.l;• NAILS BY � .r�Pt 5t1FP')RT DETAIL FOR OVER PINS, ON 'TOP GNORp OR DIRECTLY LATERAL SUPPORT FOR B _ (S)IGd NAILS LOADS SUPPOR,.ED FROM BOTTOM CHORD OVER LOAD N TOP C14 BLED OR IR 9NOMIN. DUN 18135 SW 74th Avs. TJL NO NOTCH CLP TJL 4 TJW NON-LOAD BEARING PARTITION CAN BUILDING DDDR 16135 W 74th Avo. P99 0 TOP c1►+olAo ITIEAIFiM10 STRONGBACK BRIDGING DETAIL WI D E T A I L W DETAIL H2 TIGARDI OR '°of 21 DRAWN _ DATE CHECKED DATE L_9q _ ILOaI SHEET 5 Z OF J I II(I ILII ILII ILII ILII IhI�I ILII III I I I ILII I II ILII ILII Illi lililll ILII ILII ILII II II ILII ILII ILII IIIL Iil�llli llllllil•iiii iiil iiiii l Ilii I�illli ILII ILII IIu I II ILII Ilu UII TILL ILII lilt 1111111w c m I I C I ( I(O ( I(I 1�2 I IIS I 1l4 I I I I I I I I I I I I LEGIBILITY STRIP 10MMM.1 Cm I ? 3 4 $ 18 17 IA 19 20 21 2 2 23 24 2S 2® 27 28 29 'O b'1 I 1 01 MONI • LOS ' 1 Oz ;. . AA ,: i A t s 1 1 F� Ai i;. ;s /---3 1/2" x 18 GA. TRACK - SCREW TO STUD w/ 88 TEK SCREWS a 12" O.G. EACH SIDE _ -3 1/2" - - _ PROVIDE 88 TEK SCREWS ---- -- • 11" O.G. - STAGGERED DOWN and Construction Services Inc. `` OFFICE '" OFFICE 3 I/2" - 15 GA. TRACK w/ 11'-8°'�XC9'-4" � -D,F'FICE• 1 �_ „ �_ 11 � II'-a" X 9'•4" tloN1TA woAp (2) 88 TEK BGREUI& - TYPICAL n a x V-411 II a x 9 4 , e — 9025 S.W. Center Street ' P.O. Box 23784 Tigard, Oregon 97223 1 %)eIT SIGN 1 EXIT 81GN� 1 K�QTM OST TO STRUCTURE i Phone: (503) 620-2086 SEE DETAIL B BELOW I i ' I I �! � FAX: (503) 684-3636 �3 1/1"'x 15 GA. STUDS C 3'-0" HIGH G w/ 1 1/4" FLANGES WALL TYPICAL rCOI:I:EE--; �� DLVI ROADBAR `o A0CE68115LE SINK 9 0.145"O PDF. w/ 1 1/8" MIN. 34" ABOVE FINISH OPEN OFFICE .0 9 EMBED • 24" O.C. OPEN OFFICE-; FLOOR • • I 1 EXISTING _ i �-`'�DASHED LINE DENOTES T.S. COLUMN ter' i 1 WALL BRACE ABOVE 3 1/2" - 25 GA. TRACK w/ O�� b'-0" HIGH WALL � SEE DETAIL A BELOW (1) 88 TEK SCREWS - TYPICAL SEE DETAIL C j DASHED LINE DENOTES ��;1 _.�� BELOW WOOD FLOOR a SIM. WALL BRACE ABOVE \` USE ea x I I/4" WOOD - TYP. SEE DETAIL A _-____ SCREWS • 24" O.C. 13ELOW \`. C 1\ A REST ROOM _ 4 VICINITY MAP , I n PRqFf O�'" TAX MAP NO. 26I 1 MAS `rJ' LOWERED CEILING ---- 8120" xx 12�-9M S 1N / a HEADER At FOYER TAX gar No. aoo V �aG ��9 J -- TRANSITION \,� ,� 16-, I ------ LOWER CEILING EXIT SIGN I �SIM. EG N HEADER w/ —EXISTING �fi� '4V RECESSED LIGHTS i i 34 HIGH COUNTER * + 1 LI ,HTB E°i - �\ TB. COLUMN • ACCESSIBLE SINK A� rC 6 -0 HIGH WALL = - N• o 0 CONFERENCE — ROOM ------ �` ------ 11'-0" x11'-0" ___ __ ------ 1 1 --POST AT END OF WALL EXISTING 2 1 I - i 1 i TO STRUCTURE - SEE bxb TUBE DETAIL B • SIM. ---- 34" HIGH �� 12' NIGH PARTITION STEEL W -- -_ 1 OFFICE GR i� i WALL 15'-4" x 16'-b" �-- I 1/2" x l I/1" x 15 GA. A E o 0 G "Z" ATTACHED TO TO TUBE STEEL w/ ' E1 iTER - 1 RECEPTION ®.145" PDF. • 14" O.G. i DQOR ON i - - all - ' wlNbow ' REVISI N 3 1/1" x 15 GA. STUDS O S w/ 1 114" FLANGES A TYPICAL �—®.145"♦ PDF. . w/ I I/8" MIN. FI EMBED ' 14" °G• SECOND FLOOR PLAN RST FLOOR PLAN NEW INTERIOR WALLS 1/8" 1'-0" 1/811 NEW INTERIOR WALLS D TUBE STEEL DETAIL 1x4 CUT TO FIT BETWEEN 39" TOP CHORDS OF TRU88E8/ 21" 12" JOISTS - TOE NAIL ENDS BOTTOM CHORD OF (} PLASTIC LAMINATE SELECTION INTO CHORDS w/ (2) 10d 2nd FLOOR ROOF TRUSS CITY OF TIGARD PL-2 NAILS 3 I/2" - 25 GA. STUD pproved............... f,' j .................... c,iditionellyApproved................... ( ? PL-I NEVAMORHT-0 R - ARP SURFACE PLUS TO ENCLOSE POST or only the w0 as describer i,l C TEXTURED RHYTHM N' HUES ERMIT NO. P -PL-3 — L-1 � TEXTURED w/ (2) 88 SCREWS (2) 88 x I I/4" WOOD 8C►REW$ BOTTOM CHORD • EACH LAP 1) 88 x 1 I/4 WOOD REWS --- - e OF TRUSS eo Letter to: 3" PL-2 PIONITE AV861 - KACE FIBER TOM - SUEDE CHORD OF ROOF t SS ob Address: Att ch .. _ I �! (2) "8 x 1 !/4" WOOD SCREWS �-1•" ••'• • PL-I ;p C`4 PL-3 NEVAMAR - ARP SURFACE 4ES-5-IT - ALPINE ESSENCE SUSP�EN EDLCE CEILING 4"TRAP" )p. � lJete: TEXTURED 3 1/2" x 15 GA. STUD ��T (2) 88 SCREWS FROM BRACE BRACE w/ CLIPPED 1 1/4" TENANT 1 ----PL-4 a PL-4 WILSONART - 81'✓95-60 TO TRACK - TYP. FLANGE 4 BENT WEBS 0 BLACK - TEXTURED ---------------------- --------------------k- - &USPENDED CEILING ------- --------------- ----------- --_ 4'-@" O.G. - TYP. IMPROVEMENTS 411 -------- ------------------ (NO CEILING • SIM.) SEC ----------- SUSPENDED CEILING - TYP. „ for: DUNCAN BUILDING 3 1;s" x 25 GA. STUDS 3 1/2 - 15 GA. RACK w/ !I (2) OS TEK SCREW$ - TYPICAL wi I I/4" FLANGES 3 I/1" - 15 GA. TRACK w/ 16135 SW 74th r TYPICAL (1) 88 TEK SCREWS - TYPICAL Tigard, Oregon A __A_ . CLIENT: _ _ S 1/2" x 25 GA. STUDS • w/ 1 1/4" FLANGES • NOTEI PROVIDE SAME NOTE: PROVIDE SAME (2) 3 1/2" x 25 GA. - � 16" O.G. - TYPICAL DETAIL AT WALL$ DETAIL AT WALLS JOHN STUD 1 TRACK USE PERPENDICULAR TO PARALLEL TO b TEK SCREW& • J016T TRUSS DIJNCAN Q lq 12" O.C. ,_ ELEVATION PLM A-A Dote: 6/12/2000 Scale: 1/801=11-011 RECEPTION DESK Drawn by: JMG } 3 1/2" x 25 GA. STUDS Checked b JDA ' 1/2116 I'-m" 0.145"0 P.D.F. w/ 1 1/8" MIN. TYPICAL LANGE:S Job No.: 00-0507 ! EMBED • 24" O.C. I 0.145"� P.DF.�w/ 1 1/8" MIN e'8 x 11/4 WOOD Drawing No.: P-PLAN EMBED • 24 OG. SCREW$ •'24" O.C. PERMIT %7 3 1/2" - 25 GA. TRACK w/ (2) b TEK SCREW& - TYPICAL 3 11211 - 25 GA. TRACK w/ -3 I/2" - 25 GA. TRACK w/ --0 WALL KEY NOTES ��i (2) 49 TEK BCREW3 - TYPICAL l2) �8 TEK SCREWS - TYPICAL NOT �� bt l�LOOR 2nd FLOOR WALL NO. WALL STUD 4 SPACING FINISH ° ° ° ° v e 4 v ° v ° ° 4 v TION a A 3 1/2" x 25 GA STUD 1/2" GYPSUM BOARD BOTH SIDES w/ I I/4" FLANGE • Ib" O.C. I/2 N GYrWI BOARD • GOPF W� W R-� WALL • 2 �, r`L� „ ERENGE B 3 IPJ x .r5 GA &TUD ROOM 61098. FILL WALL CAVITY w/ FLOOR PLAN w/ 1 1/4" FLANGE • Ib" O.C. r>�D BATT&. 1/2" GY&PUM BOARD �L. PLAN • EXTERIOR FACE OF STUD, BOUND P BOARD LAYER, THEN FNAL LAYER AST SUPPORT A WALL BRACING DETAIL SHEET OP 5/8N GYP&U M BOARD. 1N • 1'-011 IN 1'_mn NEW WALLS *PROVIDE SOUND BATT8 .� 9XIS1MCi WALLS IN WALL CAVITIES TI - 1 r 16136 SW 74th Ave. -00006,BUP2000-00227,BUP99.0 11 of 21 Cm mull n1nu u1�nu lnlliiii Iiilluii inllini lui inl 11n ilii nu 11u nu illi 1111 int II a nll iul InII_ui�uu ini nli Int i1i� ��ii niil� i�ilulllu 11nI1nl�niil�� I n �� l��n!i�iiliiu�iinliin��nli�n!ui�l LEGtBILITY STRIP o i 2 b 10 11 12 13 14 I le I"7 19 19 20 21 22 ;23 24 25 28 27 28 29 30 7 , ..,��81 1 1 OI NoNI a ton • �: J i i f, N 1 t V` 1 1 and Construction Services Inc. 9025 S.W. Center Street ' P.O. Box 23184 Tigar6, Oregon 91223 r Phone: (503) 620-2086 2 3 2 FAX: (503) 684-3636 �3 1 UP mmmmmmm0 D a GpN�FFsf� 1 E ON Ali 1 ' 0 k 0 0 i REVISIONS: TOTAL AREA OF WAREHOUSE 1,303 Sr-. i EL.■fD'-O' B � - PROJECT: TENANT 0 ELECTRICAL C ,.NTRACTOR SHALL PROVIDE CITY OF TIGARD IMPROVEMENTS W/ ENERrY C..LGULATIONB. LOCATION AND CaUANTITY �� L�NG OF LIGHTS NOTED MAY REWIRE ADJUSTMENT AS NECESSARY. CONTRACTOR SHALL VERIFY ANY REVISIONS W/ OWNER AND N SECOND FLOOR PLAN , COORDINATE W/ CITY OF TUALATIN. O FIRST FLOOR PLAN 16135 SW 74th R CEILING SYSTEM HAS NOT BEEN DESIGNED TO SUPPORT INTERIOR R Tigard, Ore T ve° • I'-m" PARTITION WALLS. T ve° • 1'-m" 9 Oregon TI H H -- CLIENT: ATTACH TOP OF POST VICINITY MAP JOHNDUNCAN TO STRUCTURE ABOVE 12 GA DIAGONAL WIRES Date: 6-12-2000 TYP. HANGER WIRE AT _41E MAX. TO PLANE COMPRESSION POST OF CEILING 4 PARALLEL Scale: 1/811 = 11-01 TO COMPONENTS BONITA ROAD (LIGHT GAGE STUD) (4 TOTAL AT Wo TO – — Drawn by. DJL EACH OTHER IN PLAN) Checked by JDA Job No.: 980214 II 11 Drawing No.: reflected—ceiling MAX. h q KII" CITY Q k _ � TAX MAP N0. 2$I 1 I3A8 PERMR TAX LOT NO. 800 NOT FOR (2) X16 SCREWS DURHAM ROAD MOTRUC" Mr MAIN RUNNER _j z I CROSS TEE g SEISMIC BRACING DETAIL ,� RESTED THIS DETAIL SHALL OCCUR 12' OC. EACH WAY AND b'-®" CEKJNG PLAN rROM WALLS. CEILING SYSTEM SHALL BE INSTALLED PER SHEET O.S.S,C. STANDD AR25-2 TI - 2 1615 SW 74th Ave, •00006AUP2000-00227,8UP9" 12 of 21 .. i y 4 r•' - ilil (III (III (III (III (III (III till (III (III (III (III (III (III 1111 1III 11111111 (III 1111 (III (III (III (III (III (III (III (III (III II""III (III (III (III 11141111 (III (III (III Illi (III (III Ilil I Ilsl!II II1 I'I (III (III (III (III (III Ilil (III (III Ilii illl (III (III LEGIBILITY STRIP Cm I I I I I I V I I I I I I I I I i I I I I I I I I I I I I I ( I I I I I I I I I I I �_ _._ _ Cm 3 b i� �0 1 1 I2 13 Ia 1e 1 ? IA 19 20 21 22 23 24 28 28 2"7 2A 29 30 of 1 1 N IOi! U' I OWN 10 ^fl.. x i --- and Construction Services Incl 1 9025 S W Center Street, ' O. Box 23784 D Q T gord, Oregon 97223 Phone: (503) 620-2086 FAX: (503) 684-3636 n ol r lI r/ I •.>F I I i VICINITY MAP TABLE OF CONTENTS - I 0.0 GENERAL INFCFZ-14TION BONITA ROAD - -- - _ 0.! COVER 5"EET I � � 0.t NGTES, SAECIFICATION9 I ZC1.0 SITE INFORMAT,ON i �u KING CITY > C!.1 5ITE DE�/E-O�"ENT F'"G M = � i L .3-1-as !s=tiE q,:_ 5:Cti5 � tl Cl.i FACILITIES PLAN : C13 GRADING P-AN _ CIA LANDSCAPE ALA'. I REVISIONS SU6M1 �� C15 57E DETA!_ PLAN Cib ER05:ON CONTRC.- A,-GN :J'RFIAM ROAD i C2.0 DET�•.'�5 8 I T E �� 2.1 S'TE I �'RC'✓Ei"EN- DE'A'LS 7 PROJECT INFORMATION E ;TY OF TIGARD For E)'VoL Rt Elk P E'-- — I ` 1 S Lw REFER TO SWEET 0-2 FOR SPECIAL INSPECTION 1REQU/RE,`1EN75. 1 ! - COPIES OF ALL SPECIAL INSPECTIONS SHBowe ,�uC.Awn �,e&TM em SHALL 15E SUBMITTED TO Job Ad ;.. 1 JO�'N DuNGAN OWNER � NICOL' ENCxINEER'NG, INC. THE CITY OF TIGARD BUILDING DEPARTMENT DURING CONSTRUCTION. 7060 VAINER WAY Gam' ICAN' 9025 S.U, CENTER ST. �y' A FINAL SIGNED REPORT MUST BE ON FILE U.'ITN THE C17111 OF TIGARD BEA✓ERTON, OREGON 9700- r'GdR.'7 OREGON 97223 BEFORE AN OCCUPANCY CERTIFICATE CAN BE ISSUED. X5031 807-1735 '503) 62C-2086 CONTAC' : �;"" ANDREWS SITE WFORMAIM — ADDRE56; 16135 S.E. ''4th AVENUE F✓ \3 ' CU�'RENT* ZONING: IP INDUSTRIAL PARK — __ -- -- — ------ J �G,)JEC1 1 CURRENT USE: ✓ACAN' LC' --- --- -— - ---- - - - �1 - DUNCAN �` PR�OSi:D USE: =IRS, FLOOR wdRE•;0U5E I SECOND FLOOR 09:FcE BUILDING LEGAL rAX Md P: ?S ' 13415 16' .35 S. V'r, 7w TAX LOT: 800 A � SITE ARTT,GARO, OREGON A: 6.7 ,ACRES I � I m � m EXISTING POND y x -- N I 8 BUILDING AREA: 7,232 SF. ASPNAL T PA✓ING: 5,550 SF ✓'' I Q LAN05CAPlNG: 9,830 5F. II PROJECT PARKING: ?I 707.4L BOUNDARY �' Date: 2-3-99 STANDARD SPACES: 10 I ADA (o-4C,) SPACES: I Scale: I 3 / COMPACT '� Drawn by: JDA r Bi CYCLE PALING: 1 Checked by: PRT Job No.: 980214 MUM EF98MAMN- BUILDING Growing No.: P—cover—site i BuILDING CODE: 1997 U.B.C. wi OREGON AP'IEN01"TEN75 -- _ BUILDING - ? 3TC�Rr S 011RNAM ROAD - - CONSTRUCTION TYPE: CONCRETE MASONRYUNITS OCCUPANCY: B - Fl I f CONSTRUCTION: TYPE v-N � COVER SHEET OVERALL SITE PLAN SITE PERMIT SUBMITTAL SHEET TAX MAP NO- 251 1 MAD -- TAX LOT ND. ADO 6.1 AC, 10 . 1 16135 SW 741th Ave. .00006,BUP2000.00227,BUP99-0 13 of 21 Jill _..I.I..I.iI.wIIrrrIInIIaII>I„I.kII+IrI rI LEGIBILITY STRIP O 1 2 3 4 I .:wl;l.'iill I III'I' 19 0a�.rII II�21 22� o23 �II'I I III 48 9 10 IIIII A 1S 14 nlI Il2li 5 _ III!I I' 28 27 28 29 30 ZI I I 01 HONI o IOZ _�1t1�1�1��11�1�1�1�1J�J 11Llllal tl.►1i l�a�a1!ICU I.i.1 i�1l.l l 111.111.11.11 IJ]111 I i L[t.l t[I l o iti.I.�I.IlIJ.�l I l lel a.l tl I I I ITI I I I I!I I I I i]I.I.�Ii la na l.i l!1 i 11 I III 1 I 111"I I I'l(IIII(Il�l�lil� ��.�l�.l�J.l I iJ I J i I I�1j1i.I-.L]f jdd IllIddlUl Oz �,. .. . ., .,1 1 FOR . ... wK«-_ .... ....,_,.,•.,:,.,„,..,,. .-, ,,,..M.,..,,......rs _..,«...._ -•a.. —...w.-w...wr,..H;««.y,�.riw wiw++Mwwr+ s w Ar r GENERAL NOTES _ DIVISION 1 GENERAL REQUIREMENTS DIV151ON_ 3 CONCRETE - K I , SENER.4_ tiO'E5 5ltn4R•Y OF WOW CONCRETE -7 -77777 `"+E INTENT OF '4ESE PL,4-%*5 5 -C �R.O✓'iE :ONTRAr.-ORS A G� DE T1.E pRO1ECT 'JOr15 5'S OF T..E CON9TQJC' Oti O= 196."3 S.F. CONCRETE !1�•" R� CCDES ,440 51AN:,ARI:^5: CChGRE'E ,.0W TC GC"�'.." -- �:C -98 -+'-- - 0 5'' _ . _t✓' . COR A FULL COr�LE'E AND .B-E F'RO iEC' 'v,°4OFAI.� e:5 '• R:.,.'NGS UNIT STRUCTl1RE L/ 58 LAANG SPREAD FOQT:'vG F'ROJEG' S LCKATED A' "Be,. _.r. NG COCE REQU RE-S%,,;.3 =OR RF'*FORCEC COs-CRE-E. dC 3" 5-0- Ah^,'OK '-+ESE SPEC'=,CAT ON.G cA__ POR 16055 SIV. 14Ttm ,4VE.. TtGAK;, OR'ECiON. RECO"E-NDED 1 %t,4C' SE FOR COLD X47, CO CRE'�NG: AN;� As 305 "RECOf'T'WNDED "RAG' CE FOR "0- _EATr1ER C.ONCRE' 'NIG � ?c24 :.6' Ce,ieee ="ER5ON5 `N✓C--ED N WCRfG ON -H;5 F'RO,,EC- 6-4.__ BE REQA=ON5 B_c CON5TRUCT OW 5"4L_ CO►TF011k" -O '%-#E OREGON STRiCTURAL _ V FCR Ex.G." NY',Cti OF 5`L, DING 5 "E p_Ar�S AN;. CATIONS SPECIAL- CODE, -A-EST E:i:''ON AN.^. LOCA+_ RECal1LAT ONS. NO-!F C,c,+,ON: NG"Fr' E'rCa 'vEER �Ci?'`'-tG•,T :a8, -O'�F'w AIR CQ TC y� ,- %": Y _.. C DO 50 W'L- tiO' RE-EASE SuG,CESvFJ_ BIDDERS PROs t TBEG kN "-4; ANY =OUR �ER<Ora":NG '.•� ,.TORIC IND GA-E- B-T '�_eLl1°J Ate: 5�'EG'F'CA'!Pd5 +�E BU!_DING e»Y$ NC' BEE'J -EASED A' '-+'S ' ^"E �1D TE\Atv'. :"1PROvE""�\'S WIL_ BE PERF-C-44-TE:. .\DER SEPARA-E PER" __ -iC4K 4\; '"G'ER!ALS S►"r.L- TME BE IN P..LL ACCO Z 4,tr_E .,,:'«- CONGRF'E S'RE'rG"-5: _ - - ' AN= RE GU:. - ON5 OF 1"E J\'FOR` 81. _DING COC E FOC ti55: = c 300? 28 T.+E NA- ONA- E-EC'R C''"_ CODE GENERA- C0ND!T!0N5 S-J'"�' 4 . -_ �--- - - COkN ` CODES 4PC 3'ANDA V C'a 5, '•-E 40-=- C:.S-E REl._A-IONS OF --E - - _J'.:.� CO`r-4N'ES, C45-E -4-6 4\C T-+E ENIG'NEER 4 OIJVER 5"AL:. �•pORC'dE. [N JR -NG REa._. O►.5 ANY A..TERNA'E SuB+" "EC FOR .:.c''PRG>AL 'RA✓E 5 5•-4X.-6. PE RF O0ZZ 'C '--E 5E5' F''''ED 5'AND,.RDS OF --+E R \:.�j5'R E5 '\ 5C-EC.._E5 ANC REF'OR-5 J _ --,ESE PANS ..\.✓ SF'ECF'C•=' Oti5 CO'`'ME\CE''Eti' E'"E\' S-AtN:JAf� 3R..\D OF GOR' .;\r. 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Om C--ORt: OF G!RJER '94AIS AFTER F-C C-Ar-sS ARE EXCAVA-ED AN,C CO""�'AG'ED, CONTACT CARLSON -EST'%,iG m_-J RE SF'RIk#C-ER 244r POINT _OAD ALONCs BC-'c)m 'C v£R!F` SC!L COND,T:ONS AND r"'AKE AN` 'NECESSAR` C�Ar'NGE9 OR "1OD'c'CdTtO\,5. C-ORD OF ROOF 'BUSSES ALONG E•:ST AND ;.Es' WA,..-S. APER AcfROVA. OF FOOT!Wj EXCAVATIONS, PLACE 4 -O 8 OF 3/4' - 0° cOMPAC'ED TO W% "'AXIMJ'" DR"' DENSITY. 'ES''*IG AND vS�EC' C�.'� 600EC'AL. IN50DECT'ON IN ACGORCANCE W 'w CwAPTER 17 OF 't.4E '99' ED" ON I O' '►•e OlEC!O 9TRI_C^.4RAL SPEC,A--I' CODE. CONCRETE PAVING CO"s'AG'IPN RE-CR'S AT BUILD'vCs FOO-'NGS 4 SLAB MMIRE>cARE SUM, GRADE LAI 2" '"i'N'""u"' OF s/i" Mihitz OVER 8, OF ",�„ P,,,MUS A- C' S- , JELDING OF E"IDEDDED 1TV-5 DRIVE AISLES AND _OAOING AREAS. U C'E"D UJ LDING W REQUIRED) i RECOMPACT S;5 GRADE OF PAIRC:NG LAND DRIVEILA"S 'O Sex of STANDARD ; NOTES T�GS AND '"► 1►GE"^E��t OF CONCRETE, RE'!�PO�iNG 8'EE�. PROCTOR AA64-4'O '-99 N�pps� U PL ACr-SN- OF C M WMiN1FO�RCING STEEL I El-WC .-E9't5 m RCNIDE COMPACTION REPOQTS FOR ENGMEERS QEv:EW- 1 SIFIECIFICATMS APRIL"r 4 740+4 WIDE PARKING STRIPES AND DIRECTION SIGNS "WE 9NOLN. 50'EC',4L *4"C"ONS '.MALL BE PEIRFOWVC B`' "CA RLSON "ESTNNO NC , USE RODDA PAMT CC, NO. 611 tWITE. v � ----_- ^ 16135 SW 74th Ave y O • - J -00006 BUP2000-00227,BUP99 C NC 6"-3460L 14 of 21 LEGIBILITY STRIP -_-_ 3 a s 7 e g 10 12 13 14 e e 22 23 24 25 26 21 2e 29 C DZ't 1 1 O1 9 N"JMI YOR OS I 1 1 ' lt .11 ' I !�1I1a [!1: I ' I. , OY ..: ,.. V+aMun.n•.e..r,+.--. .. vu...r..-»-0"».,n•'Ihnr.•. +yl.w+..+'F!wMMr,.w�ef.anent'.1- T'IA+wwr7yMr�..+:n.. r ,NnF.rMes.nrH+rrr+bwMMM�Ma.w. - _ n•m •rfh•w.e.-.aM:tfiMu9.'+ . - r ...._ , ., .. .,......r..w .;.w+-Ir-.:........4t/..+teawww:V+Q+�++p•.R'.rwFl.wrr'u•wwww.r'M,••.._....wr,,..�..+r.n, .Mnweryw.Mr.,,e.w....q„11,,.ek^wM..-.....,11 . c ' I _I i i / and Construction Services Inc. ' � ! I 9025 S.W. Center Street ' P O. Box 23784 re Tigard, Oregon 97223 9 9 Phone: (503) 620-2086 I FAX: (503) 684-3636 / I ' 1p / I , , ,//,• , / I , / X / / lo ,0,20 , ' � • ' "'' ' •' ' i'/�/' `�' // EXISTING STRUCTURE I LL 04\ EXISTING CONCRETE SLAB ol /^—PROJECT BOUNDRY- EDGE OF 1 F�.gS�lC'yS \ _ I // / , /' , CONCRETE �' \ DUMPSTER ..00ATION iE= `1 / REQUIRED DO TO ,' " /'; � . '' / \ SEPARATE \` • FK tirF�'r \ / P ,' / WEaEEL STOP \ �� +ILD ING OCCUPANCEES. DO I 3-I-99 CsENER4L ✓ISI \ SMALL SWING BE"eOND TELE 9mo OPEN Ai R ON$ .PCSITIONBOTH DOORS l5k,41 � LOCK i \ ' ' IN I HE OPEN POSITION. / / r7VISIONS: ,; R EXISTING � (b \ LOADING DOCK CONC TE 9"'`\ ti� PARKI q \ \ / t `,�� `'\ FK \ _ ,',' ,',' /,/ . •, .' /'.:.' ,�' // � G � •�' AREA \\ �/ �it. ,, , / , , , / t_ / EXISTAPPROAr ING ., ;' � � / 'e, �� // ply• I � I 1,232e.f. 3'-0WIDE / / t I ..� � / • AGCESSIB E . ROUTE. EXISTING S 1 t E �^i 4 T A i AND 51 AL< I I . ,,, \ `�� r f/ ` ` r. sF •, \\ 69, �� // SITE A'ZEA: 6.1 ACRES - - — - — S I \J\ \ R� ♦ I PROSECT — —-- -- --- I PROJECT BOUNDRY: - 26,330 SF. (I0C+9,; �� , � �\ • � �� •FK ��'r •'� v �. ' ,// .'/ BUILDING AREA: -'1232 SF. , I r2 .4y.� DUNCAN IMPERVIOUS AREA: / \ / (PARKING AND CIRCULATION) BUILDING ` DETECTABLE � ` r. �•�. �. � v'� ,�. ' � // \ \ E X),.3. U L I*Y \ WARNING SURFACE \ PPOLiF �'' / / LANDSCAPE AREA: I E1 35 S.NJ. 74th / / - 9830 5�. (31.3%,, TIGAPD, OREGOP� \ \ Q / OU$ AREA: ( d'y \ \ / IMPERVIOUS I \ � � 3,118 SF. , ------ \ / HYDRANT ib/ / Date: 2-3-99 Scale: 1"=20' ` \ / Drawn by: JDA by: b ` \ \PROJECt BOUNDRY \ \ � ,' Chy \ / = Job No,: 980214 \ a Drawing No.. P—site—site \ ,\ Z SITE DEVELOPMENT PLAN \ REVISED ON-SITE PARKING AND DUMPSTER LOCATION `\ AND ADDED ACCESIBLE ROUTE. s \ �\ Sn PLmq \ SHEET 11 16135 SW 74th Avo. 1 C -00006.802000-00227,8099.0 15 of 21 , II�! I �Ililliilil l!�Iil Ilnlllll'llll l l!!I lulllilllllllilii�llulfilill,.,.., LEGIBILITY STRIP Cm I 2 IQmm.l Cm 3 4 5 6 7 10 11 12 1Al 14 E is I'7 I'8 I'9 20 21 2'2 2'3 24 215 26 217 28 29 30 I LZALUE Z I I I 01 NONt � IOL I 1. J��1Jl�l llJ 11.LJ lr1 X111 J 1J.1�1J I�.1J�!�ltl�l� I.l l I.JlJ11JJ I�.��l� Ili I I l.t I I I11 I I I I�i I ! 1 ! 0a t lil I L11 �J,IIII I .," ,t�,,,F�f"M,„,n,,.r„-•,•tirM,ar. .....aw. .,»,.w»,.,,,.,.,.,..+r.. .r ,' ,a�w».•+1."V ,'..11+rt++w+.+,a ..,-,w..w.ww« .w,.,..+T• .Kti7N.r+w+.p.p11*prr,....a..wr.. ,.,. wT+,�n,,.n,....'.w.•.e,m-..e.n.«... ,n.e...«..nr+. M+.+.,M,«.+-.r »+ _. ,... m+..W.,,.,..• .r « - .. - .,.. .,, , .,• .. „. ,. e 1 190^a"n" ,"ntiewRn�".ere*:.:•�•rrirf :.;; ,M•ae,,m•,+ n:.,.d, ..kmr.'awrm�•*'.r,,.•hn+r;«+Y.'+ ,rt:+rprn�ri"*nm+.[nn+yaw«, »,s. ,lrnw.rm-a.r,�„ w+Nrv»r.•M,..;.+w+n�»u,..,,r..ry+a,-r.».. +»...,,..,.., n• T,•.n++....vp...,....,dr,w+twy,nAswv.wrt+r�►rrw . . _ { 177 I I I ' and Construction Services In,_, I g �� $�`s�� r 9025 S.W. Center Street ' P C Box 23784 nn ', II Tigard, Oregon 97223 I Phcne: (503) 620-2086 FAX: (50.3; 6P4-3636 I II ,Ir Irl rr .GENERAL NOTES j /, ,•��;;/,it, �• INFORMATION ON E>!15TING U'ILITIE5 AND FACILITIES w,45 OBTAINED - FROM THE OWNER, SITE 'VERIFICATION IS THE RESPONSIB',ITY OF THE CONTRACTOR 1 / �' ' / / "!'��'' ,;'' ,/ / CONTRACTOR TO VERIFY PIPE CONTRACTOR 5H4LL. BE RESPONSIBLE FOR FIELD /ERF` INC + LOCATIONS OF ALL IJTIL!TIES AND FACILITIES.. �ii'�/' •' / SIZE. AN 8"0 LINE 15 REQUIRED;;'�;��'','�' / TO THE WATER QUALITY FACILITY- ` (POND) DE5I6jNED AS FART OF EARLIER BUILDING DEVEL T _ AT NORTH OF PROPERTY SANITARY SE1 'ER NOTES � R. NG I6"� SANITARY WE -- -- -- ----- - --,— ( '/�`� / EXISTLINE TO LINE IN FANN ASIN. Q / ' ', /,',"• �,/��/�,�'�, ��/ ry VERIFY !E. PRIOR START TI~E SANITARY SEWER LINE PROM THE E)w15TING S.S. LINE TO WITHIN 5'•0' w V ,' ,, , ,� ,/ ,/ • m OF CONSTR:CTIO /, �j/ m OF TWE BUILDING 5HALL DE CONSTRUCTED OUT OF P /.C., A5?TMI D-3034 SDR 35 w �'.' %�' ' v�° OR mATERIAL APPRO/ED BY fHE GOVERNING AUTHORITY ALL PIPING; ITHIN 5'-0' OF THE BUILDING SHALL BE OF A 114TERIAL WwICN 16 U TREE , , ,'.�' eo% COn WEXISTING 5TRUCTjRE O APPROVED FOR iNTERIOR USE. 0 / PROVIDE CLEAN OUT EVERY 100'-0" LF OF PIPE. u CONTRACTOR 5HALL EXPOSED Ex'5TIN3 LINE ON 51TE. LOCATE AND FIELD VERIFY EXISTING INVERT OF 5.5. PIPE. THIS SHALL BE CONE 4"r BEGINNING OF PROJECT AND ENGINEER e-4AL- BE NO'FIED ►- ' ' ' 1 IMMEGIATELi. cQ �••-• •, , E■134.92' W STORM DRAINAGE NOTES :• , I PROvIDE CLEAN OUT EVER) +00'-0" LF OF PIPE AND AT EVERY DOWv5P0u' ALL PIPING WITHIN 5'-0 OF THE BUILDING SHALL BE OF A MATERIAL WHICH IS � ,/ '. ,'.' •' ,',' 1 3-1-e` 'SEVERAL REVISIONS 1 .� ID APPROVED FOR INTERIOR U,�+E (A$S.) ALL OTHER PIPING CAN BE 3034 P'✓C. ', ", '` �' //� ' � � � , i�• ' UNLESS OTHERWISE NOTED , i x� -- — �?' i• I REVISIONS: 1 STORM DRAINAGE LINE SIZING '+�( • /,�,//,�I'fs'' /, ,' /' ,/'�•�' �;' CO 1 �l`\S ■) '`:\� ��• %' <,3�`e PIPE 51ZING HAS BEEN DETERMINED 5'T THE UNIFORM PLUMBING CODE, \ , , ,','•.�/,' '','''• �',�� ,' / p1 1 v'��00 IE•135.58' TABLE 1!-2 INC 3" OF RAIN PER HOUR. 1% (1/8"/FT.) SLOPE MIN. �\ -- �,'�i,.'/ ,�/�,�,',' ,'�i•;;' ,�/'` • O � , OF ' / UNE NO. 1 \ p� .�. , , / , , ,' i,' / /,,' ��,; -h 'r 2 •A V I 1 and Construction Ser4ices Inc. 9025 S.W. Center Street P-0 Boz 23784 t �\ Tigard, Oregon 97223 i I Phone: (503) 620-2086 � FAX: (503) 684-3636 ! / . ol EXISTING STRUC';rRE 00) 136.4' / • / wy / EXTG. T.O./ ONC. / i (p /EXiSTING CONCRETE 5_A5 / EXTG. T.O. CONC, LU '� s< tir / ►338ol ' EXTG. T-111 GONG. 14 REVISIONS: LOADING DOCK . . \ , ! '. P,'" • %, .' + '" .' /1333' ' �' C NN -- RIM 136 • `� �`\ ,',/ ,', /', ,!,',• ,• .-/ 1318' i of / /' '! ' / I 6 13'133' I lo '411 1" . NN FINISw FLOOR ELEVATION 138.00' \ , N. 'q NNN DUNCAN \ .q •stir \ \ . \�. 'e. �� \ \ BUILDING f 16135 S.W. 74th t \ \ \ N. \ \ o `\ 1328 �/�; / TIGARD, OREGON \ ,`\ �-; \ \ � \ • � . � ' is � • \\\\\ \, �, �� ,� ,;, Date: 2-3-99 `\ \\\ \� -- �� Scale: 1"=20' i Drawn by: JDA \ \ \ ,/ / / Checked by. \ ` \ Job No.. 980214 Drawing No.: P—grade \ \` �\`, GRADING PLAN N. � NN GRADNO PIAN \ SHEET I 16135 SW 74th Ave. C 1 e3 i -00006,19UP2000.00227,19UP99-0 17 of 21 Cm �cm .. II . 10 I I 1LEOIBILI7Y STRIP 0 3 S 10m2 13 14 t 18 17 18 19 20 21 22 23 24 25 28 217 28 29 30 ZI 11 CII q NON 0 ,I111,�1,�11��111� ,111� a W�11►11�J1tl�a��IJ�.It lll�I,ltl1W t�I tW�W t�.1J.11�W.�.�11.�11��1-1111► ... ,,...,.,.r-..,:,.:,....r..,4...,w�nw-e++M+w•+e.uw«.,.«..,w .. •n..o- n^ ... .., .. ... _ •+rWv ._.:.. .. ... .... .. _ ...._ _ - . ........_. _,f. ...._ ,,. _-_..,_. ..... .. .. .,. -"a.v+.w.-.Y.,....,r.avtrwk.w.w ee.. MhN�MMy�►MR`!iA+►�F►+•v.+n.►m«nl!•MpM �.F+wM.MM'RNr �MdFIMwMtI s zr �IN. fl I 71L T—TIA" 17% Finn I SENERAL NOTES and Construction Services Inc. I. ALL LANDSCAPED AREAS SkALL BE PROVIDED W/ AN IRRIGATION 6, IF ANY NATURAL VEGETATION IS REMOVED OR DAMAGED `'+YSTEM. THE CONTRACTOR SHALL PROVIDE IRRIGATION DWG'e BY ANY SITE WORK !GRADING, TRENCHINGI AND NOT ' , 'O T CITY OF TIGARD FOR APPROVAL. '� �� 9025 S.W. Center Street ' P.O. Boz 23784 j OCCUPIED BY STRUCTURE OR OTHER IMPROVEMENTS Tigard, Oregon 97223 2. ALL PLANTS SHALL CONFORM OT ALL APPLICABLE STANDARDS OF THE LATEST ED TION OF T►4E "AMERICAN STANDARD FOR NURSERY STOCK" 1 ` Phone: (503) 620-2086 , TDP SOIL STORAGE NOR CONSTRUCTION MATERIAL I (AN.S. 1.260.1) STORAGE SHALL NOT BE LOCATED WITHIN THE DEEP I 11 3. PLANTING BEDS. PROVIDE 12" MIN., SANDY-LOAM SOIL AT PLANTING BEDS TIME OF TREES TO BE PRESERVED ( i ; FAX, (503) 664-3636 W/ 2" MIN, MEDIUM BARK OR LEAP MULCH. 1 , 1. IF, DUE TO FIELD CONDITIONS, ENRICHMENT WITHIN THE 4 TREES 4 SHRUBBERY AT ACCESS POINTS TO SITE SHALL BE MAINTAINED IN DRY LINE OF A PRESERVED TREE IS REQUIRED. A ORDER TO PROVIDE A 30'-0" CLEAR VISION AREA. NO OBSTRUCTIONS QUALIFIED ARBORIST MUST BE PRESENT AND DIRECT ARE ALLOWED BTWN. 3 4 6 FEET ABOVE GRADE IN THESE AREAS. THE WORK TO BE PEW-OWED IN THIS AREA IN ORDER 5. ALL LANDSCAPING SHALL tit CONTINUALLY MAINTAINED IN A MANNER TO PRESERVE THE HEALTH NEEDS OF THE TREES. � ,' /' � ,' . •/, '/ - I SUBSTANTIALLY SIMILAR TO THAT ORIGINALLY APPROVED THROUGH S. CONTRACTOR SHALL VERIFY ALL QUANTITIES OF PLANT MATERIAL THE ARCHITECTURAL REVIEW PROCESS. NOTED IN PLANTING SCHEDULE. �/' ,' //' ' ,�;�,;�;/,•' , i i ' rREE� ' EXISTING STRI._"URE / / 10, 144 .,Z+\� F � S \ \ 1 ,`, • w .' RIPARIAN SET BACK AREA SHALL PSE ' MAINTAINED IN ITS / REQ'S10NS: ' EXISTING CONDITION. I PLANTING / / AREAS-TYP. -- GRAVELED `.•�` , � �. �J " /, ,/ . ,' AREA V,� \\ \ \ Fi�/ \ \ — / // �' /',// /,• // �//. ,' • � �-30' CLEAR VISION AREA 01 RIPARIAN SET BACK '•ti1.' ' ' ' ' AREA SHALL BE • • • / y \ MAINTAINED IN ITS • . . , EXISTING CONDITION. • • • • / T ' ~'1—' \ �: . . . .' • •. . .`�� QTY S`� "'BOL I COMMON NAME 52E,'MIN.% 5�'.GCING I PROJE� — _ (/ • \ • • • • . • . •\• • • • • Y . / / BOTANICAL NAME V • • • • • .. T • • • • / r RE✓ SUNSETMAPLE I,2 CAL'AEQ A5 SHOWN DUNCAN ' ` \ LAWN� �\\ • .'•,• • • ' 3/- / / ;� \ •'•`• . . . .•� • ACER REBRUM MAPLE I AMANOGAWA CHERRY ' BUILDING ;`' \ � \'�, -,• i\• i. • • • � j • • • � • / , \ .t'1 •v p • • • • v. • • . • • / 11 ' 1//2' CA L'PER� A5 5«+OWN � . . ,�.,. / 6135 S.W. 74th i � - 3 EXISTING STREET, � PRUNUSPRUNU9 SERRULATA 'AMANOGAWA' ' \ \ TREES TO REMAIN • • •f • s • • "'`�� • . w► : •,• • • / / ARBORVITAE \ ♦ s . . -. ./ . . . 41 . . . . f 30 0 5 GAL. CANS A5 5«+0WN I TIGARD, OREGON } ` � , • • • • • v �h 10 O CLEMATIS (EVERGREEN, 1 GAL. CANS AS SHOWN G. AR!"1AND I i ` � '�.• � ' pA'✓IDS VIBURNUM I \ \ / `� ••••• �.�' / IS O 5 GI-L. CANS AS 5"OuN Date: 2-3-99 —� OO GRAPE � kale: 1 20 MAIA AQUOLIUM 5 GAL. CANS AS 5-+0WN tj I Drown by: JDA \ Checked by \ / Job No.. 980214 \ I Drawing No.: P-land ` LANDSCAPE PLAN 1 \ ! 1" 20' � LANDSCAPE PLAN \ ` SHEET 18138 SW 74th Ave. -00008,8UP2000-00227,8UP99-0 1 . 4 18 of 21 Cm lluilul lllll�illlillllllil lllllllilllii!IIIIIIIIIII LEGIBILITY STRIP o 11111 ��IIIIII lomm.lcm 10 1 1 12 13 14 r 16 17 15 19 20 21 22 23 24 25 28 27 28 29 30 � NON( • IOZ .. ,I,I.I 1, l�1�1i1�1�1a1.�l,l l_Ilal�lll�llltli ili1.�1 �1.�.1�1�l lJ.i��l�l�.1�1�11� 1.1lll.i.l I $Oe t I I I I I I A. I I 1 and Construction Services Inc,. / 9025 S.W. Center Street ' P.O. Box 23184 � I 1 1 ,�,`, , ' I 'I � �• �� Tigard, Oregon 91223 1 Phone: (503) 620-2086 FA><: (503) 684-3636 ,, rl //, /01 6" CONCRETE � I PAVEMENT W/ • of WWF 6x6W1.9xWZ9 . / I .\ �. •�,� .� \ \\ l,' '�/� ' ',',;�,',' ,��;� ' ,' ,% 3-1-g9 GENER,4L RE'✓iSIONS " / , '� /,;' ' #,tt �JOSOFT-CUT"TCUT REVISIONS: / f N CZ.1 / CZ.I 9 SIM. CONCRETE V \ ' CURB '. I 1 101�'/' CONCRETE '+ ;-- �''' EXT D E / I CURB AN ,i' ` CU \ D I� / k \ ' `� � -• \ moi/ ''' ' '�'/'/ 'l � SIDEWALK ' �.:, �'. \ \ \ \\ / \ \ •` \ —..__fir' / /// / I / 4 \ ,, \ \, ;�-''� \\ /�' PROJECT.. DUNCAN BUILDING 16135 S.W. 74th TIGARD, OREGON Dote: 2-3-99 / "= \ care: 1 20' \ Drawn by JDA Checked by: ` Job No.: 980214 Drawing No.: P—site—dtl \ ` \ SITE DETAIL PLAN \ \ 1" . Zm' \ REVISED DETAIL CALL-OUT PAGE \ \ NUMBERS. \ SITE DETAIL PLAN \ SHEET - -- ------ 18115 SW 74th Ave. C I • 5 -00008,BUP2000-00227,BUP99.0 19 of 21 — -- — Cm I 14 �� 11317 "'JIIII�! �lllllll: 23 24 25 2811�IIII�1!I � I'Illlil' i illll Illillll' I��, illlli LEGIBILITY STRIP O I 2 3 4 8 13 7 8 6 10 I I 12 13 I 18 19 20 21 2 27 28 29 30 iOmm.i�m 11 01 z l lllll�!111,11�1111111�111.11�111I��J111L1.�L1.111.I11J Ill.ill�tllh.(.1li�ill.llllll�IIIDLIII��III�III�IIIIILI�I�I�LI1LII�I;I�I�III��IIIII�I�IIII II III I I NON oa 1 . I I �� I I I I I I I I 111.11 I�(111.11.ilJ.�.1Jl�1►.11.{�1�..�1.�1.1��1 l�(a I I I I�oz « MK+eee► w*�MlpMtwwMRNMM� . .+wr.wv.n4.+rvq +• gnlwr. nr•.pn•r•q,a V•PnrpM.+w.-w«.nw� . .,. .. ... .., ., _ .. .,. .. •. _.. - .. ... .. ..........,... ... .. -... , ..._.. ....»..... .... ...,,w ..«w.+.+r-wx..+,n+..•yr+ ++l.,.._www•s+i+wMroMt,..... , I FILTER USE STITCHED LOOPS FILTER FABRIC MATERIAL FABRIC OVER 2'x 2' POSTS 36' WIDE ROLLS MATERIAL t� Nit I and Construction Services 1-C 9025 S.W. Center Street ' P.O. Box 23784 Tigard, Oregon 97223 O I 5 w s t► T-- k Phone: ,503) 620-2086 FAX: (503) 684-3636 I I 6'MAXIMUM SPACING FRONT VIEW SIDE VIEW ,/ „-/,;,, NTS NTS --ANGLE BOTH ENDS OF FILTER FABRIC r� FENCE TO ASSURE SOIL IS TRAPPED - NOTES: I. BURY BOTTOM OF FILTER FABRIC 6' VERTICALLY BELOW FINISHED GRADELI Lj 2. 2'x 2' FIR, PINE OR STEEL INTERLOCKED FENCE POSTS. 3. STITCHED LOOPS TO BE INSTALLED 2'x 2' POSTS / DOWNHILL SIDE OF SLOPE r ANL ATTACH TOP VIEW 4• COMPACT ALL AREAS OF FILTER FABRIC TRENCH. / NTS ! �' ! /!'�• /,' 1 SEDIMENT FENCE \ ' Data Drawft 3-2 SEDIMENT FENCE / •� . \� \ - �, ;, !,! SEE DETAILIN ol � REVISIONS: op It \ 'v `• ',�• ', EXISTING fsRA�/ELED I i ENTRY DRIVE TO BE ♦• I , 'GE9f CLEAN. —BI 11.TER BAG ! k CURB L1 41 Z- PROJECT. IN, BI ILTER B4C� 1 t• �, � l \, _ .,�\L' , CURB LIN + i DUNCAN Ex, INC CATC/ SIN BUILDING . 16135 S.W. 74tr TIGARD, OREGON i Dote: 2-3-99 i \� \` �� T��• ./ Scare: 1"=20' \ \ , ! Drawn by' JDA i Checked by: t \ / Job No.: 980214 I \ \ Droving No.: P—EROSION \ EROSION CONTROL PLAN I w .\ EROSION ` CONTROL PLAN �\ SHEET I 18135 8W 74th Ave. Cl • 6 -00008,9UP2000.00227,BUP99.0 � 20 of 21 .....+ray.-: .... - C m 1 Ilil� illl l'I ;I lilllil ILIa..IiIIII iIL.. iiillllllllilllllllllllllal I, LEGIBILITY STRIP 0 1 2 3 2Jj 91 ISI ` lomm.l;m 10 I I 12 13 14 r 18 17 I8 119 20 21 22 23 24 25 28 27 28 29 30 01 1 -�1�1.�1.�•U.1�W�.►>w.1,�.�-1�1-111,�1�1.�1t1.11111W��I.t11��t1�..�1.t.1.tl�.I.Ill1.t)_�l>.1,t.�la.W.i I I I I I I I I I I I I I I I�I I I I I I I I I I I I I I I I I 1 I I I�I I i,�.11.l>_I Iltl i t-i lt��.i.l.tl�J�I�1 i l�.11-l��.la I.>I�l 1°Z ,s K. yy,r.1-+.+^ .' TI.N '�.!MIR++NriMY+MIMFw71TIMr+ti4fr. .RWpewTnlYyet!�'Mt .. _. ... .. ,..... ........ ... .. .. ., .. .. ,,y.»„_ .-.-.. ... ..... .. „.......i...,,..-«.y ...., r ,wwV+rt.,... w. a.AAnyM►+o..w w rt .rr•+. MM.4`+N1.!W.M 'r ..., _ ' "T •.... �krM�,. 'AN� ++�lr+�nM9leie�+riw'iS"eu r..Mf4. w......,•....«.....«+•...n...... ...•..., .., ...,»....._..»•......«..,,....._.. .. .". ... _... . ... _ .. _ ... .... .... ..._. ..._ ..................,.,......•. ...`w..:...,,. . .. .. 4 L -r L Vim 64 b and Construction Se��ices Ir': 'CC_EC OiN'r OR i I CONSTRUCTION jO'N' 9025 S.W. Certer Street ' P.O. Fox 23784 RAD(USED EDGE-TYP IN CONCRETE Tigard, Oregon 97223 D;:4. DRAINAGE - -- - - - -� '� �—, �'I G.C. PAVEMENT � k� SLoeKouT � .m c.e. � 2% S X)PE I I phone (503) 620-2086 —J — — —,1 OR CONCRETE :' C, G 1— ati: (503) 84-3636 I I PLAN VIEW SM GRATE BASIN: WELDED 10 GA. Y MILD STEEL, COATED ALL SURFACES WITH ASPHALTIC PANT PROVIDE A MIN, OF I , a 6" OF COf"'PACTEt^ 19P�+.' �/ OUTLET ST;aB: OR NO uUB r- ' - 3/4 ""INUS ROCK !' ' CONNECTOR 51ZE 45 RED✓ J � I I , FOR INDICATED PIPE (SEE PL•'.N) - - 4' CONCRETE 5i^✓EW4_<' p / �' Ij I NO SIDEWALK AT 611-1 --�-- y GRATE: wELMED STEEL DROP-IN BAR GRATE lA57M A36% _— ' - -- ENG BARS 1/2 2" •, O -- CROSS BARS: '•z" X 2'' • 2" O.C. in' -- BIKE STRAP '� ^S: x I" T E 5 --- j -- 16,000 LB UNIFOR!" LOAD CONCRETE SLIALL BE 300C =51 AFTER 28 DA`'S, CAPACITY, 6 SACC "'''X, 6LW1'F RANGE OF 1 I/2" TO 3 1 I I AS t"tANU=ACTURED BY: ►PANELS TO BE 4 LONG ARCV'DE 'OGLE,^. JOIN* GRATE MASTER 'NG. E /E IR- 4'-0" O.G. GNB AN EXPANS'ON C ,T EVER'w Hi"5150RC, OREGON 4 O AFIRE- CUDE.. ATERIAL, A„2 -0 ---- 1503% 64"-2050 -=REGNATED, L'. A T«»CKNESS OF !.i2 OR APAROvED EQuA_ MOM ri d 7 4 TRAP TYPE CATCH BASIN DETAIL SIDEWALK SECTION ',,,O-E: OUTLET NUB' FROM CATC«•+ 5A5'N SNA,-- BE 6' W/ AN INVERT E-EvA-ION AS NOTED Olv DRAWINGS. i 5 -0 I LE/E_ _, ----- — 1 1 ^15ABLE0 P�.�eC NG 4' .VIDE =� C SEE I i I � I I SL E IRAI P 88% Ax. AI SLO'P'E RAMP 89. 1'IAx. 11 RT. TO 12 HORI .) N VERT. TO 12 -10RIZ.% , T � RAMP TEXTURE --� i R�.^'p 'E�' RE LEVEL TRANSiTiON BTwN.--_� 11/ LIGHT BROO'' =INi5,-+ W/ F,Av ?YA. I PRO ECT SIDEWALK AND E7"'ENT TOOLED EDGES - - - -- - - --- 6" CURB, SEE :)ETA L I FACE OF BUILD NG —� DUNCA.N SEE DETAIL 9 FOR DISAB..ED PARK'.3 BUILDING 7': '• 4 11 8 5 CURB RAMP DETAIL 2 CURB RAMP DETAIL ' _�_ . J�`j- • •-- l - „� I I FIPIPE W/ CONC. <SMOOTW TOP% — t n a � � ail I �I RAD�uSED EDGE-TYP 1 . Date: '� �' m I ✓ '^I E"ox„'-TYPICAL Scale: SIGN DETAIL 0 �/ _ A PAVEMENT Drawn by: JD4 1'o GALV. PIPE OR CCNCRETE - - -' Checked b✓: SIGN 15AC..GRC,.ND: BLUE i � _ SIGN LEGEND: ' )"'rE E Job No.: 9?0214 / r 1— — I � 30 4' PAINTEDI o ! _ Drawing No.: P-dtl-site' �- 4" e GA�v IPE gTRIPEg k- I PAINTED GREEN - - A.G. AT 01". j 3 , I -- PROv DE A `^:N_ OF REFER TO SITE 'IOiS,45LED PARKING SIGN CONCRETE I _ — — - I - - 6" OF CO"'PACTEG (50%) FOR DEVELOPMENT L q -� _ may- / - 1-- 1 - 3/4" III ROCK. OF ?HIS ABPA DOTTOf ! 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