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13500 SW PACIFIC HIGHWAY-26 CITY OF TIGARD MECHANICAL - PERMIT Receipt # - • - - Permit ` �r'O i S 0 - Description _ Table 3A Mechanical Code QTY PRICE AMT Description of Tigard - 13125 S.W. ball Blvd. 1) Permit Fee -0- -0- 1000 P.O.'Box 23397 — Tigard, OR 97223 2) Supplemental Parmit 3.00 639-4175 Furnace to 100,000 BTU 11 incl. ducts&vents _ 6.00 6- Furnace 100,000 BTU + 2) incl.ducts&vents 7.50 7�00 Name of Development Floor 1 3) oo Furnace incl.vent 6.00 Job Address Suspended heater,wail heater Address /?� !' 4� �S QC l o, � mount.4d heater , 6• floor Tax Lot Map No. 5) c Vent r!ot in .,i. in Lot Block Subdivision applirince permit f 3.00 ,GO N&T*(or name of business) 6) Repair of heating, refr ig., coaling, absorption unit 6.00 Owner Mailing Addre s Phone 7) Boiler or comp to,,3 HP _ absorp. unit to i t' 0,000 BTU 6.00 Cityr/State Zip 8) Boiler or Comp to 3 'i P- 15 HP absorp. unit to 500,000 BTU 11.00 Name Boiler or comp 15-30 HP 9) absorp. unit 1/2- 1 million15.00 "kV i I Phone 10) Boiler or Corv'p to 30-50 HP `SC ,�- absorp. unit 1 -1.75 million 22.50Contractor City,fstate Zip 11% Boiler or comp to 50 HP absorp. unit 1,754 000 BTU 31.50 Statrr Registration No. City Bus. Tax No. 12) Air handling unit to 10,000 CFM 4.50 41,50 1 hereby acknowledge thsd 1 have read this application that the information given is 13) Air handling unit 7.50 cared,that I am the owner or authorized agent of the owner,that pla•Is submitted are in 10,000 CFM + compliarm with state laws,that 1 am registered with the state Builders' Board,that the Non portable number given is aired. (If exempt from State registration please give reason below). 14) 4.50 evaporate cooler 15) Vent fan connected to a single duct 8 3.00 z4.00 16) Ventilation system not included in appliance permit 4.50 9.00 17) Hood served by mechanical exhaust 7. 4.50 13�� Signature(owner or agent) _ Date Domestic type - Describe work N addition 0 alteration ❑ repair ❑ 18) incinerator 7.50 to be done residential ❑ non-residential f9 Commercial or industrial Existing use of 19) type incinerator 30.00 building or properly _ 20) Other i.e.,woodstove,water Proposed use of heater,solar,clothes dryers, etc. 4 50 00 building or property 21) Gas piping one to four outlets .00 Type of fuel — oil Q natural gas 0 LPC, ❑ electric 112 100 22) More than 4-per outlet �,D , O NO_ T`ICE_ THIS PERMIT BECOMES NULL AND VOID IF WORK OR COW SUB-TOTAL 1.5,0.06 STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 $�fp 406 SURCHARGE 750 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ' ABANDONED FOR A PERIOD OF 180 DAYS AT AN`r' T11WE AFTER PLAN REVIEW 25% OF SUB-TOTAL .57-501 WORK IS COMMENCED. '` TOTAL. •� Special Conditions Date issued _ _ by ..:�..,-.z. '., ._. ...... w.we+aA.�.ii ' .aiBiGAt 4i++Ki: mi.R"''�i.�.:•�'i� .wYwimiliY. w .,5 ""'i:-rw•,rr+P.rwr'.uM+ww+,•..q'Mh'+Mv&'K9tlK \�y.c � v.. 'n.::'v,�.,,..' ..L�' ' i,M.I'; Tj,v�w,1, ' � 1l � It ►� 11t � Ittfttl � Itlllt � � ttt � tll � Ill � III � IIII , IIIIi1II �1II � II1 ( III ,� II � IjIII �I � I � I � IIIIIIIIiIII � IIIiIIII � IiIIIII � IIII � II � III� III � Iltlltt � tll IIIIIII ltillll 1111111 tttilll IIIItl1 1� 1 ' III •~ _._.... . I Yq+w I NOTE : IF THIS MICROFILMED � 2 3 4 5 6 7 6 9 1'0_ _ _ 1 12 M•r�I�S�L�f.� - DRAWING IS LESS CLEAR THAN `+ --- _ — �.�..• � I THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING OE 62 97 LZ 92 SZ bZ C2 Z?' IZ OZ 61' BI LI 91 SI bl cl 01 1 11 01 6 0 1. 9 5 b E Z I a'aas» • t►I111IIt�ttltltttt�ltltlllll�lltllll�t�lttr~JttI1�lIIIIIIIIIItIIl1�1�ttN!iI11lIII11�111IIIlIIIIIIiIIII��J.I.I�J��111��.I�I.M1l�IullUl!IJ11�11��1�,jILIIIII�t11l�IIIIIIIi�,��III�I,Ililt��lll � '" � '" �" ".I..-.'__ I _I1�Ji�lUl�ll ��II� luiOiui�� i��i�t,11�UU�lil1j11w�111u1W!!l�llltt,llll►Illt)�lll�II1� ....._......... •rw--- - •.fir,- - - '-"'----- --.._._...._. '_..,, ,.._..,*.. ..... ...w.a..................T.tr - ' ,% , 'n �' y. �'� CONSTRUCTION W. =r 338 NW 5th • P.O. BOX 3989 • PORTLAND, OREGON 97208 • (503) 228-7177 TRANSMITTAL (NOTICE DATE: /PE _. L- / 97 TO: U D 1 L A P3 C.. E: t J'7-a 9. JOB NO. /S57L.) / U ,,,J PROJECT 'r/L eel � 0 /,'1 /q R_ « �'1r'��- 1 Sri vsw ATTENTION: _— GENTLEMEN: WE ARE SENDING YOU: X.Attached ❑ Under separate cover via the following items: .Drawings ❑ Prints ❑ Plans ❑ Samples Lam. Specifications ❑ Copy of letter ❑ Change order ❑ THESE ARE TRANSMITTED as checked below. ❑ For approval ❑ For revisions ❑ For bids due 19 ❑ For your use ❑ Return correct prints ❑ For review and comment COPIES DATED DESCRIPTION to GPC REMARKS R&H CONSTRUCTION CO. By - 11 � I ' I �I111.1.1 ' 1I111111 ' I ' 1..f1111 '1 � � 111111111111 ! 111111 111� 1 � 1 � 11111� 111I..I.'.1 III 111 III ...111 111 111 III ISI Y111 ! � ! 111 111 III 111 III 111 111 111 � � � � ! 1 1 � � .t ,.., .�.., ,.,..,. .., � � ,� mom.. NOTE : IF THIS MICROFILMED _ _ - Z 3 4 a 6 7 a 9 hO 11 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL ; w DRAWING. 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VRAWACoE AWA't FROM I 4">aGOp• �� rGO�L� GIAOUL;..� [Z 1506. 4 ARDIJUP RAMP- I FV -1'i" I ' I I 5M00'>•H - �•`' TEND OI 4.A�r. n i'JWE�. C.4LL�+�1�J PLAN ' 3 KA I I_ �. . .... MO _ _ -• - ' - AC.<.ESS n� Gx��STUD , !� , i \,A1 1"'� 1-o" - I' ,_Ke, rLt.15H W; I „ II Idea NkNCL j 1 WOL_ER WA.L.L 11 d , 444 Lp _ai1 gvLTED TD I IN WRA'_L- /,� � •� --•a� \ ��...__�:: PS" 12 u BRICK �•s- l i. AT ._ CAL• - _ r _ i h - - - �} -T`T y " 4 9:DINS 'r' d: / I 2 AIR d >�, WALL - � \ ,_ ' t', I � / A�vE Flt-A'3TIz • [4� POOR SPADE I, T.5 DOL. p, ' �.- , !o" IT' t3RICK GDUP',II j,'; LOW MEAT GAOLER SEAL KEFRIG.I EL(o ! LO t5±; " o t � 11 GO ID 1 `; 2Py1 201SMOI: I RKER SHAFT .N E f � b I L7 ! 50 fJOOR�> 4"OC;pU:- I ' I OF TO 1 N 5TEE.•L h.EC.LIVI►J �?" MEZZ. t WALkER CART STOP rt" ! ��,I ., I FLOOR Po( T I t2"WIDE _. I •Ift VA t` 1 r I K i GAiZT RAI', I I I-- 4�NAfNlt.:� �. O O a ! P PA E A�- 1] BOTH SI Dt''. >''f - I Nj ST K I P' '•O° ` .� a - -- I ' US p LADDIEF: TO 1 7) Al -! 0.e a ravE h l : { �4 N J I MIEZZAINta -___ �,��.-,.__ 1 i = I ;A N;j RAM P5 --� " 1 FREEZER 32 x 14 --` -) F ffi I I d • I A jl I ! ji ! 7 �I q GYP SCI. EACH i j f-' 4N Q � • S1 4"OCOL, I �A►77 2,.t:57u05 I �iIPE 2Co yTUDS! I SE J 4 a I - - �� SA L.F.S I 7 - F-06F. OF �' .� ' i I - -- _44 4 7D' EPR P11 &\STER Pl-',�i - Q I 1. "• MF-ZZAWII�E A... L AIRSF'AGe -fi - 2 " t ,¢ 3u I! " G I i II 1 - -- ,A1 I y it 5'-Op 4'-d" 31-41: � ' P>'-O" 1 4 `}"!•-,r '� y f ,II' + --.1 �. � ,-. ° -� I-.jam►. 1 + M T I� a ` tiT RY p - f 4 UN r-" NOTED T n MOP '?Ih+�l - �1 _' " , N �' -E ti v� CART Q GUARD O K �_ _- �- 5 T.S. ` I 13'-ON 5 /o'' Z 9 Z 4 5'-!i I M IfM i UJ w ,. KAIc-1IS M,;LL14N C ,• J W RAIL I 8 NI.FIRI' - Z. DOL. ti^ I 1 � 1 � � '\ I' w� �. ;�,; .� �,�ti x � ♦ 1 W F / - - j h.DIGATES VES-VIBLIlE �q1 ( .�I r �- L./ R 2wla 5T110'� - / 1 TYp� 2 1 5U� - - t i u.w ., f- AP Ov'E a '� I t =' 1 _ '� -(Y,o POC K +-�O�- 4"0 6"T IZ_AA E i 1/\ � ' I J'j oe .'� Z v) 4��c.c� N BUMPERS I u� j I Z - .1 -----w--�. `.j ,.� � RELIT 1- 0 CL . - F I �.. �� i LADbER � ' -, '1't ;..-•� 2 (o '�TUv 1 N C P �I� C (� I - .- � .. 1 . WALL z_p 1 1 a -- �b I // // I I O F F i�. 1 ' ..�C"!' dj/R/7 y3a. I I _.__ O I N v W/ DOCK /ox(0 ,1 I ; ' G I APPROVED FOR CONSTRUC i!Div -7 U (j G111>RG F'p�7 �C LEVELER j 1 POET I 8 ! - , CITY c .:rt I� I L_ / - .p• N 2Xlo STUVS --- --------- I - -' OF TIGARD r � ao z PFRMI _ r:�'o:86 SITE P.IJDRES9_�j,�G':wa•+! `' Z >- A D. r {J Z Q <() ,� I _ •• .u, .. m f , C_, �`(Tr 14 L�}�O Z� Gi TITLE--I& DA7E,{Z 1 2 AIFZ I I .�' �. � L'Slr.;•c- UAN R` - ___._.__ .___---�-- - ' ' 4 02 'SPA,•E \ d ` ; N -- F I ' ---- G' O Q I ! - ' , I _ 1 _ a i NaF x . _ _ � r° \ MCf' - Nfc � 4 5 � nS r EMF JP .1 Z FADE 4 f� j "�' V: -"4 I j II A, A7� I awNII.Ic siv A-I F=L )C) r-._Af-, C] a , a LIA` - I C,.JK A ►I W A _ r. 2 A'R (A \ A: a 1 / F&CE OF r cI S Fac E� � - � ,J F I _, � `'G P! N r� A .� U< TRUGKWE!l- N " ' _ rJ -.- 3 DOL. I 3 A COL,TP'fP. TZ' ow 15 I � ` ��_.E R'�x`I' F L R'G. � C F J�FFi. A-4 - ROOF ,�A N - c• GRIU F :,,e - - �j ,I VERIFY E'tiTE�I7 I4 �o I A-5 ExTE fllU`t ELLvAT'Ol,i 1 ��- SL 10.1- C D U _I I 5 TSI COL. A Ca - bU I LDI Vv 5EC_',71oNto - w; U6 PRnJ. RE 1 _v� A 'r" • FAG E OF G M L: s -•� i -� t i A•7 IrJTeK:uR E. �-vATIoN� I r„ 000L• I I I -� I5AKERY, FKEhZER ' DEL-I �ALvS a'' =,---- 1II I *� 3• I FOUNDA?Ir,,t.; n'_�\N W I I I HOOD !% �1,�"A4R ; , S-2 - ROOFt FKAMINGoPL-AN Q =, ! DAIRY-I3EVERA6E I I ~ I E.J• ; ` COOLER 44rf>T IpT-GP - i F_}CI�AlJS.T i I I vel SPADE— i I 5-b - ICOLINDAT ION DE TAILS U 5� N l I I I R �., 1' 1� -4 - ROOF 4 WAS- DETAI4", � L _ CL ! I -BROOM FII4IgHED /o GOwL ! ^ i. - GOV .RED W� !1i S S = MEZZANINE FRAMINCa �,L7E1A1_ c/) c`� w 1p i I L�1 �' z SLAG W/(v-(a, W1.4 % ki-+ I I ' 1 �I Q < g z u »� At, - 1 F, WALLS I ---- " _.. _- --._ ( - +. I r d 5E E. CI ri SU Iran REFERENC,P. 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I _/ I I I I I I I I I I I• I I I I I I I I III I I I I I III III :_.III 1 I I III. _ -. a ,` , "r1�g1;... _.__ ,,.. -�_,.___---- » _.... ,... ..•..._,.+,.. ,. ._ • +1 III III III III Ill III III III 111 III III III III III III 111 III III I1 III IIt III III III III III 111 1 I III II111I1 111 III 111 111 I 1111 I 1 III I) 1111 1 1 III 111IIIIIIIII111 NOTE; IF THIS MICROFILMED - .� I 2 `3 - 4 5 6 7 le 9 tl1 I I 12 DRAWING IS LESS CLEAR THAN --- --' --`_--"�► THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ------ 0e 62 9z tz 9z SZ bZ Ez zz IZ 02 81 91 tl 91 51 bl EI zl 11 01 8 I9 1 1 f, Is b Ie- Z I"•"' ,nllnnhnllnnhnllnulllnlnNlnnluulnulnnhllllllllhllllllnlullltnlltlNlunI1111IIIIIIIII:IIIIIIII!1IIUlIIIIIIIIIIIIIIIIIIIII)'lllHtl�lll)IIInIuIlI1111IIlUIIIIlI1111I1lHIIII�IIIIIIlUIIIIIIIIIUUIIIIIII�IIIIl1llI�lUJUullI�II1lI11lIIUIIUIIIIUIII1111III11IIIUIIIf1 MAY - _. 1 , 1990 • • 1 !!Ya!Vfi94YR:Rts;YCp: ' 'yQF-___.._._.__+tiYSG::__.LS..:-' ::.:.:._. -:.rY.r. fl+ ... _ .. .1 .±f+.rx .+Ih�..., 1 •• sr \• w.41U1n r, • 4 w , it DOOR SCHEDULE ---JOB NO. - --_- --- ' FINISH SCHEOUIE - JOB NO - -_-- _ low �r EXF�O'�ED ARI�OPENING DOOR_ FRAME TYPE HARDWARE --- ` REMARKS ___. - - _ � I -r l • ROOM FLOUR WAILS _ CEILIPIG i S W a,AT'l fIN MA FIN BUTTS LOCO, CLOSER STOPS THRESH DFTAlL _ _ MATI fIN BASE MAIL-FIN�WAINS MATT FIN HT REMARKS I. 14-0 7'-Cod ALUM MPGR ALUM MF,K A - YLINDEN -` YEa I/A2 ALIToM I�G GOvEfZEDWA,_k GONG, - 6RIC.k -- -_ -_.__- -__ • I • 2 14 0 7 _. 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WASH GOL TOP ' -�.` I ► it W/ SCORE Ah SHOW , 11 --i �TEl:L GOt_ SPLIT FADE GM 2 FRAME DTL_. m it SLOPE TO DR.AIW ,T`(P. - - dJ r E-- - SPLIT FADE GMU -------i ! u J > _ '' - = - - _ - 8R12 aRIG►, ka WALL ��- ! I+ 51faN PY OT ERS; PRO IDES REQD.�BLK16. c 1�2 1 1 �1, 1 6R GOL MN GK U T 1 ' I - �RIGk -'TOWER COLUMNS < _.- STD FADE GMU W! FLusI1 1" t FA5RIG CANOPY W/ PKEFiIJ MT;_, 6UT ER- - E----FI�►t3RIG AWWINGI CANOPY W/ PREFIN M'TL GUTTER' X .__ _. _ ! 1 ____. PILA,5 ER ( T WAL P. UO Wr 6 TU D FiN15H __._._. _ _ ' ' T `� A L1,TY I � TE7c RE l - - --- - � _._._ _,. .. �� r 8" TOP OF MA60WKY STD. FA4fr (,MU W1 FLU$H / b - I �� i 4 , u + aN0 ..,mToWeP +9'-0" I O i z __// r u 8 Z eA16K IN WALL ----_... > - -- JDIIJTy TGcTUKED FIN;+Ii J I �5 " F rl R ►I'7-4 ' CBEHIN LANOFY) 1 N +t u -GOIJG. F,ASE ,TOP 115P F _ R < EXP ,;T. (� 2 O !� BRICK = - - _ --- - ,1 �_ 2-O 0 R� r. 'TYP G GDLh , rl .A�TERy STEELFKA 4.._.__ SPLI"' PAGE GMU h'rII!L COL. COLUMNS - - _ + ', GOl Ur^!,� -r v, ! _ u % 53 < 5 P L PAGE GMU . _ � I O - - - - -- - L-GLAZING W ALUM. KR.`�111,JG w a"X 12 BRI(_K IW WALL SPLIT FAGS CMU 13ULKH \ 1"I� T•5. C.OLUMN 1 N FOR KEINFORGINC� 5EE `7 - A [ C I ' r � IF- MITER AND BU TT / WEST EL_L VA i !` )t J U WELD , TYP 'IPl� i 4 1C.2) ��.2� E. F2 G TYPE `' 2l ..� <T�P. .- j' 1 ' 111-0" 4031-Ow -�: ,,� I 47 4 I'-O' �1 + -- 47 -t.0 11-0 Ora' 4' BRLK VENEER I � SOLDIER COURSE I I b'>~ 12'' BRICK SOLDIER BOURSE I ! I _O I I �� AA��D// ABOVE 57ULC.o ', ! I I I STUG.GO T'r'?E FINKk �: __ - ... - ._ __ _. .. ._ ..__ __ _ _. ___ .__ - _ ._. .. ___ ____._ __ _ _ MT A'ly.A- 1 � RmF LINE BEHIND PARAPET gGUPPER <---- TYPICAL MAhONRY WALL5 REINFOR.CNa ® *5 VER'- A5 NoTED el 13/53, 4 05 DOWELS < 1 15pLIT FADE GfriJ - GUT CMU TO I TD MATCH VERT, REINF U. 9Pp�GING ', I I 51 OF R �! 2- 04 HORIZ. IIJ BOND BEAMIa e 46"O.G .APF OOF . i. AWP AT MEZZANINE FLOOR MAIN FLOOD - E- -- STD. FAGS GMU rJ/ FLUSH ' I �----- 6■ 12"BRICK IN WALL FROM Ft-F, LINE , j WHERE ExP'O�,Ep ABdVE GRADE --------.__.__-_-___ LINE AT AWWIW63 TO WALL GOWNEGTIUNS l _ , _.- ROOF LEDGER ,>; TOP OF WALL; AL60 ' tv �` _. `I-�OIIiT t T(=xTURED FINISH - - STD FACE Cer•," \\ 1 I I SEE STRUCTURAL SHEET 53, Mp4jz')WRY FxPAWh,ON JOINTS INSTALL I Z' PROOF ALL ` SP IT FAGS GMU 1 I 6"KIti,', SEALANT M WALL 15 COW:iTRUC,T - ' BELOW GRAPE GG I C - EXP JT. i. (D EXP. JT- t� I 2 I� GONG GUKP� . ._. _ r CEAf a STD. FADE GMU (UNLESS NOTED OTHlRRW15El FR�I`IE DTL cY � ` TYPICAL C WALL- � FOUF.IDA710h1 BELOW -TOP OF GUR.5, WALK OR PAVIhV ` \t �LJTH EL_EVATUN (A' V W W HT �G F E.51 �;E� D G, �— Emmi V � Z u u , q , u a 1 " 46'd . . _ !8-r� 1 34-b 32-0 3 O --- --_ 32w-� _---- ------- --------- ,y Z- Q - - 2A'-Oi1 A,FF I I u 6N .c 120 TI P4 � Z _ Y 22-6 A F F 27-O A F.F BRICK SOLDIER ' ' Q 231 4j1h•FF __-- =- --- ------ ----- - •--- --__ zl -b AFF T � � �. _ T.O.M. I I 5 l`�) tL _ - - - TO M T,O.M'-- GOURDE .q T•O-MAS. - I - I 21_(0" MIU PARAPET - T..O.M �j a. i 1 I LLJ F-JOF LIWE BEHIND __= -- - - _ - . _ _ __ _ -- -- - - _ 12" WIDE C3iRLK DOWN TO I z PARApE"r _ ADJAGEI�:'r 6LDU PARNPET-' I cr- >2 L-- O'✓EIZ.FL0W PiPlx 8" END OF BRICK --- I z Q <0 i I n �,hIDE PF1lETRATE (�/ ^ S 30 i ( < ____ ____. 2 HR. KA 6 ��TD. [ ' 1 J `,! t WALL 80 FROM Gbt�l•.iER 2w � V OO N VCKIFY Wi I Ll. I FOR TYP• KSINFORG!Ivv W a cc C) � I I ., ' 1 1W MhhONR`r WALLS SEEE�� ► � �, d ..G I-HR AND 5TRUC.TURAL 5HT• 53 I- HR. O �Q EXP,.T, > � ExPJT -P I "< 1, ♦♦^^ u. 4 r- � SOON LADDER DOCKLEvELEK- - -- - - - - - - - - - _ '_ - PARAPET �� DOCK BUMPERS -- ---- \ bkit.,K. VENEER MDUNTEVTO GONG.Pc�1NpATlprl h `� VE''"AILIN(� W DOCK WALL -- WALL t8 �G-K. NUI�TH E L_.l,-1V>�T• I`,./N 1 5EE 2 ~ + ;I SMooTH4PAINT— AS ��I, 2 5 13' AFF f '� STUCCO TYPE ,/ STEEL TOWER -I. O• M 1 / " PO4�T AW&LE-> 5 w " u F I IJ 15 H OW 11/j Q � 2 � 241-8 A,F a! __- l 26,-4 A.F F RIGID (N5UL, v' +,, < d Z w T O. M. TO.M. I/211 FWD. 2x(0 I Z i N a -1r— - -- ---- --- = �7T U Dh L Ilv D.c;. �j. -Z(v CSA ca.I. �tFA g R I G r + GPNOPY 23'-4'1 p H Z SI _� 1 -- ---`----- - ----- _ t_ f 1 T O h'IAS. -NOLU Ih'6UL. ' ROOF LINE 5FHIND PARAPET — - Co • ► 4 STUr.GO UP ' v rr w Iri z 14 F�EAt-1 1 ? I N I U l L) Lu l— t� O NOT : hE E tiHT 53 _ —--- - SFE • 4 4 W/ MTL ¢ ,,1 r � tl! ► ► FOR ADDITIONAL ()8 () O - ex !J 4GUPPE R e w 2 DRIP Af30 JE U tic(c _ Q G TYP. MASONRY �__._.. . ...__ 5?D FAGS CMU 6LJ-rTEw OI] MTL. 8•i(v x urrEK PAN WT IZEINFOR0W6 I FP•` 4•IA ON 6.L.BM Q a Q t r p ♦ FOLD PA IJ END Y ' --- 8 EUD QK gRILk bf'c1111J1a5 : LiNTELWALL UPENIu _ _ _ _ __ _ _ _ - 71910"AFF I UP N BRICK (� y 11 IN W/�i L HORIZ 1'TOP t 50T ALDKLo GRID 4 , -D 5. ---- _..---_- . i 2- *5 EA 516E I.: !?,LbGK ' P1 NTEf�RATE L , t:L FULL WALL NT,•--- _ , r 1 SEE I I , AIJ W!Gy -r , C�UARpRrJIL ALUM FKAMED UTTER T, r I GUARUPOST ��W+T?DP05T ; t I TRANSOM -- -- a '.,_ ` r u _.:� L4_ GU!'�PiDP.DST R � "- -2J G+A.6:1 PAW 1� c GUA D 5 _ _ - —IZ°>`12i1 GONG. GUR6 SEE ?s3 ,TYF -- _ GON�:E(.T TO N 1 - , „s _ PSRIGK COLUMN 1=.F -1 I EXP,JT -- ..� . - _ _ Bk J"' / E _ E� s P .- � '� CANOPY FP•AM 1. ON TO pWa —_ r r c� FZ ' — . 1 11 �� (0O -O O!-011 I _.__ ___._- ___.._ __�,___. . . ._ __ --- --- 80' 011 ,� ._ �- -------.__.. _.._ . .__ . ._-__. . _ y _.____.-_...,-._?' ''ll - .� y ` FFG• �-T EL.�EVAT10 `� 7 I ' I lr 4 METAL_ RAN VES I ;MULE _N R � QD OF AL .,,. + 1,► rllM - , ,,.,�.. . _.._ •-.._....- _ ,• . „ 11 I III 1 ! III 111 1�1;111 I ! 111 f�l•I I1 111 !I 1 11 I I III 1 I 1 I.L-':�I i rl1 111 1 1 111 I I 1 I I L L..:,.,: ,..,... ...... .,. .:-ur�^treanrrc+,-,�5.x.:r-, 111111I1,IIIIIIIIIl1111I11111111111111111111111I1111111I11illlll111111111111111 NOTE: IF THIS MICROFILMED 1 2 3 —4 S 7 1lA I 9 Ib 11 12 DRAWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUG TO THE QUALITY OF THE ORIGINAL DRAWING. --- - ----- ----- - — --_ - — -- - AE 62 9? L2 9? 52 >> EZ ZZ II? OZ 61 91 LI 91 91 b1 11I ZI II 01 8 8 [ 9SL- ' Ir E 2 1 •« ,111111 IIIIIIIIII11111IIIIII IIIIItI111111111I111111111IN11I11111111111N11111111IIIIIIII111NIIlillllllllU11111IIIIlIbyI1111II111IIgIIIIIIIINII1Nmllhill2IINIIIIIIIIIIIIIIII�tII�1111I11�111111U11�WIIIIwluwuW1111111111111111�111�11IllllllllllllllllWll111 MAY 1 � - -. -.. ,.,*naw. ... i/wrfr+• Is11.. irr +.w,rw,°w« .rr,w• •. . - ..w.....«....,.., - ..o,. .-.. ..«..+....ax.,.._ .. ..- ._........_ ...•...,.,.a_ ..•+r+°.rM ._. ..-_,:,..wM-•w,. ,._ -...M. w.r+ll.,,,... , I, r 4 H N� G iME SDRPP TYP, a _7-uP ROOF ON Jpoc K «4 I +* 3 e3 t� 1 B.U T. dG PWD SHT(, . - _ ON GMU ON PI.1D• 7(0 CaA.G I. W/ WALL TU ROOF LADpERS - A G•-. EAST r1fcMF'iEp .^RIC p�, r . --- 5E SHT(, EAVE� • ' � ''�, ; 15*FEUT 1/2° PWD• FLA4�HIUG hEE A,. I0"APARJEXTENU ! •STs..... .=sr._—..a�s-arrs=--- ---— - I I "G a.. ---- _ _ r /�NGHGk EX�A �E� DOr Oh! J015T TYE? �o illy 2 1._..-. _ _. _ -__ -_ -_ .._.__ •:I �� 4 "TDF GTR. f ESOT. lµ ,�,.. � E5 I IJ4LL TYPE.�{ _ C_ BUILT-U ROOF \� CHAIN CLO R � - I - P.7. 2.4 - - P avf, ; W LT5 Ar EAG H KA I L 1— - TYPE I INSULAT DN - 51) E �.i HAS R R 2Olfl f i1FOR f W r c,olJT. PDSHTUSu6pp-WPE-P FRMCa•C REII♦iFi�RGIW(a FkbRIG GANOP�' -' a`� w n " " " Co I. Cl-Dit E,Tip. C 7JI JOi1`iTh - ; � 40"O,G TO 5UPIORT WALL. \ IN MASONRY W/ PRE-FIN. MTi_ r �� . � Se 3 y GiJII�1)R.1-I - OVERCM-EK , SEE II - WALLS SEE GU-rTER- 3 D(JGK ��OF DTL _ .n - �I _ - 4 2%-: b - '/2 ELEVATIONS _ ... z-=. F-,�,.A-L.YR5PAL_-'v u '�/4„ PWD H Bt TJ1s I 2.4s sPiw , I/2' Gti r' 15D O►� 2.4s �' 5HT.A5 I = I -C)" r 1 5U51'IsNGEt cR.� G I(d'D.:;. 7USPENpED STE;UGTUAL AS: GUTTEF' S ------- i!o b°t 1.� ++ORcD - KOOF FKAM'IJf',. FROM ROOF FK11i *. —SUSPENDED ACOUSTIC. �✓ __ _ ._ - y;,o; --: -;�,� - --- - - - --- 5HT• S3 -_ - uI ut~LL, +-- i T� ME�Z. R .... SEE __ SEE I I i c0 �4[ . F'Wp. lkq� f� b b 1 �F.� J ON 'TJI Bi.kc:2. (2'. ih" J�Co9 �l, b d4 / 4-3 - ..,k,-. .,._ . 5* FELT Ir- U- - - SC• F-EN CL-OSURE V, . DNI !'! .h FbST O �3�F- 1i OFJ G3'-Ll�N, i ------- a -- - 1GEN -FI BrTlDP OF box I KE F •i WHERE LQL.� _ - EGI v IPJv I . _ - E ,� I - 1 -- 1/2"GYI'. o R _� 1 0 �} j 1 — _N I 2.4 9@ �'O G s ,� a GVUL.�F d� Q _ I X91 EA P-Wp 41, C.O�•'G 4)LA5 DN I -' 211 SAIIP Vii POK I d1 1" SE G aI i ` Bp.R K.I ER E 4" - GRAVEL ;-EYP 4 ' �✓ I I / A7 REGE r 'EP '?LAIs � �I �`.IM, _._- 1/2' G(r' 3D 1' LV INSULATION - I ► Zx(P 0 IV' 0 G T' \ Fes•,—.—_-. -._.-- _ _ _..___. _ ---_ .__.... _._-.__—___ .__—... ..___s._.._..__ �T...r i RAM \ PERIMETER -/ _ ]~- _.',.. !"DOT I L� pRA Il♦ty TYP SE E �I I -.-. -- ------ A SECTION BAKERY- DELI PREP TYPIt.AL - - _ �'� SEGTIOhJ AIR HANDLER ROOM Ala 1/4 = I o" A10 /4 ' : 11.011 M 2K& It ON 2 `(G iL - - o E•5) ! 2q GA. G.I. ETAL C.OF iI i�� V~ l h ANDINU 5�M5 Olv FIBERGLAS a�khE SHT, BF-VF-LED _ ..* ♦ NOTE 51DIN6,4 2-ft P.T. FLATE - 'd - �Y FOIZ GOE'INC� ESL.ASHII.;v • RO0511+4 � a56ENi13LIE5ir 25* BASE T. FROM OUTSIDE '1 SEE ( --BRICK VENEER IN 'Ti-ilk EDc,E OF It TO BOT OF CONFORM FLASH'G. ANCHOR. 2 x I5 Ft '70 -µ MA�ONF�+ W, 'S/®"4 w yE"- ON WONCE?R 30ARD STANDARD FACE GMU I!1 ?10 CaA,h.1. GOUIJTEK FLAhHI1JCa l ___- Z .&' A.15.•, C' 4b r7.G• I/2" PWD.Oly Z.-(o 5'tJ I �T- -- - - I I W; STANDING 7FAE-i`� ------_--'- -�—�'- - Q�"x 12" BRICK� 2(o CaA• G.I. FLA4,HItiU 1 CAULK CONTINUOUS I ( t - 1 ' CO F RM ON F HI 1 ( 1 1 N A TDR H- LAS u6 .—,_ . . -- __ `- - W/ HEMMED DRIP OV EK 1 � ch � �• "' + ,�.. <o"-D"ABOVE CANT(OR SCUPPER) - `�..5� ! _ 0' MAhONRY, SEE .� - � � � PWG. � UP 5F`IiI1JD 1 G.1. REULET IN SAIF. GUT IN GMU -• , I : ; '+' I �• i EXTEWIOR ELEVATIONS, WONDER 60AIKP SHEET "Ag" I. �►. _- _ _-...,:, = ._ ._. _ I - 5U�,FENDEP WALL - _ --STi1GG0 TYPE FIW15H G,I. COUNTER FLASHINL� BUILT UP ROOF TO 2" __ ON 0V r i(PiD INSUL Ar�/E (AIJT OFC - - -. -- 1/2PWD• I u ,i_• ( - � „ BU1Y UP I�GUF r,,pti:'r,NUGD �,. Ac.Ol��lc. GElkv ,� G SCUPPER OPENING) f- ' 4 AE3JVE CANT gTK1P ! GYP. 5G EACH g►DE i OFFICE •fro..'+.r.%siT.'5a"�+'..i• eiStu+.F'.._J.=._•-iARIR[-. V-2 6Y P V 1 ML��<JNf ' Y PARAPET ZI PRA%,MED PARAPET cc � _��1-, FIWISH o►.J I�''uuDERw,OLT I r+■� _ GU TE 1 - . ,I� I - I . O •Cj I = I' O r 11 ^ � � �q ?WD Ow 2.10 I EXt'04>Fp FPI,tr11JC61 (ONTII,JUE (PIrr ESP JOINTS If IG O,G. ON FRI-162 yI,JSPIrijpED - Q� • ( {� j � A LEAGER 70 � � I F�'1�M FwR F'RF1iv.l+F,TO 4p 1='�Ah': It: :•_T � 811 4" �COL. FKAME T � OF C.QDLEK BOx'_ ( I VERIFY ICEFRI6. PDX RGA �' JI1 I $1 b11 , FOIL q'-4" CLEAR HT, hPAGE l I -4 3 � GOLUM►J ---- -- f _ i 5EvErAuE ;i2 CaYI' E?iG'. OIJ 2-4, O I , I GUARDRJ _ ,�/ it I C 14p"0. 510{'p'�� 2 -7"0& -- I DOCK LEVELER I` I --- STEEL FRAME "OW ISR _\�_..�'_ _._. �N°`�r...,_.__._ .\'_� -_ . .: 'li' I --- �1 _ � I ION r� I�� L /_� .,. ._..-.__-_____....SEE SHT v �A(O I METAL GOPII,ICo I ,i / J r C I . 5FAMS,5TJ; . . w.... .. • -._ __._ ......-..... .._...... _ .. .- .. :,_.. •+rrrrrw...r�r. "`•",w WON .-n,,.,. 11.wpwmw a• ru, 4.:,w aw PIZ I IN aL.`.Lcrq �41-u� R.I' UN rJK,GYPIt- ON FG yIEAT bIINI tFITTINt, FIZAM U WA UP CJ +t`C7 'D GYI? 159. 0 'S F F RAM ti ' 1. j < GYl rSr ON Suli�,Pt�NQiru FR/.M G - -�.-. AL.uM FKAMG-u RE:_ITEJ _I ' _.�� iz G D .I. I �� T� `f I - Z i KPO YPf' 1 „ I - Q c �!, - _ t 4-STEPt. Co _uMN`a 1�4WAi. ..(,TY'') � III r�n- �`a �A I.ER. 4Z I w 2*4 FrKh!-rt,N�� :_. t.. 6_-R 0.11 - __.`_ 1 `A 2 C.DO f P. h AL.. AM IL ! i. ' FI _- PDX WALL w "LFTW(� N TO(' OF ",9 C Y 5V 0 W L f I Ca f?�O LING on GYP I'�R ON WALL FRAM NG 41' f�A t. TYnIOA QAT AL, L. -_ FKI' ON W,R. CalYK lbD ---- - 0 D� Z' l G -----,'• ExP�>� u W,4.L F R v V F r, a. a:.. - -- M_AT Z<_x `r SLCx �,nlG t WA, L WA.__ TO bLHINi_ Siic'L4),: 0C" ' ED A'+"�' 7►f'JEi111.(JA_L MATCH 5A_t~S - A EAST E _ �/A i ��l v"�Q�,PM�'ItiaTl: ; OKE Pit. ' MEA K `= A 7II 0f1 _- Pl_ANt �:A-7. Ile I' -011 �,A7 ,' 1/60 11 i l � EXPOSED BRICK t 4Y'• �r> o ti wAL 1 TOP OF EScrXE: GE I LI►J,, i (PAINT TO MATCH WALL) T "- a F r:AM N Ce ) Gc)c1_L R WX 1 ExPO`5e D C.MU - C CgYf' 150. ON SUSPRa Nr�E D FfiAM I NG ----------------T_ HOOD11 -� s in e F � # SIM � s1 Q L'.FAGc OF - 1 1 - Nap( AF RA c' - N O WA L - _ F A(Z OPN- ALK t�A.5405 E T I]IA N T F R I F M PRaj R r I R` I c , i Ca`(P. bV. oN WALL.. • - 4w ISA��r.. TYP,c,.�.- al' Al_L '�• - - -- __ - f=Rh olv WK r,Yp �n FRAMINc� Exr`05er) WAL. _-s - - GYf' 6rJ. ON WALL FKAM1NCs � ^N 'L %4 FUNLRING. -- Y GLAZING I N At_LiM FRAME: ' �i F ST E L F_ VA.T ! 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Ts 5x5+' %4 i� %Zx IZ''it 1�_ a . _ i -x Trr-EAT E-Y it Lail } . r " I3/ I ,(n / I/2 9' PAF-AI5,-Sr-- � � 3-C. >c 3-lo x I -3 por.I� (� Ts 4x�► k ,8 (� /L x 5 x It' --- ± No►: �HtLIN►� d1�JJ C 4�n p G - --��.-----_ - -__ -_. J`Z Za.o o A 71 -o' x 3'-©" K b" rlaN 4' p1F'F Z''x Z"x IC • - - II II MAZGN VERT. �' II rl _._.. rT.,w a ir'=fNF - SEF. �- ti ,, I ' Y r --• .-f REINFc SPLiGINq L ` MAN 9, SGNE*�, �P Z'•Ci" x L'-CP' >r I'-O" NONE G �„ � 4� PP& _•- -4-- _-t gym./ 5�3 PElel"oRATGP 0,50NKY LoAw, C,01-, 541% wKAPP�U wt DKA N Zoir�K _r_ FAL ►J ' F►1,T�R �A15�1G �3'c.Lr` .IiC -- - - -- -✓ - - - -- - _..___ (9 _ `' " " Y � 5G ^ T-{ - 1 s O MAsa1-49Y WA" C._ 5Le ---- - �zJ 11°S cn N T OHAS O N 1Z_Y G a L. 5�r_,lob9 I 4r S= -, -_---- 13 HAs0_� Fes'( 1 - WI,LL. ALONG GRID 4' AND AT REAR LOADING DOCK k'AL.L S `Ir 11_, a) 32" o/c vertical in center of ,_el l a4 @ 48' o/c horizontal - rine path side of vertical ' 2. WhLLS ALONG GRID 1 L 6 !� „ Ot a 24" o/c vertical in center of cell - _ �4 x a/s KC7 / �� 3 a4 d 48" o/c horizontal - on each side of vertical :- 'r i-- 2r• STVI i �? I4"�,c.. PIJVEI. Top t %C7TT0t`J 3. U„I-I ALONG GRID B . W-VEL, NoT To r-), Er'i »`, lb" o/c vertical roach face �II�}l. ',J1 II c�K, y, I�i4."COLI I" To 12 GENTF: W 1 #4 a 413" 6/e horizontal at center of wall 4. St E DETAILS 18/54. 19/S4 L 9/S3 Fcr special wall column and column rernfore Ing 1" o,� ALL ED�tE S,slurx, } � '' f 5. St E GENERAL. NOTES FOR OPENINGS, CORNFRS AND TYPICAL - 5►17�WA�k 5>= Ai[tN. {ta ri. �al.e]GklNe'{, i -.._ ___ _ __ _..� W TES - I - �ATTF_N ISL.AIT4T T=� !o. ` .1WF;, eN AVD A (t' >"K ; (4) 145 IN BoT. (Z),000ReMs, �IcC+u?FU c,0t ID UP 4a'' iI (v" ® JOINT _._..________...--_--..._-.- _....._.__..�._. Z. P,T � 1.-1/ VZ"0 A'6, r~ / Rue G,Js oNF D1F-6.:TIT W 6 W,J- WOOD FRAMING GEN[RAI. #4 TOP .a. g:-JTTOM I / 00.9 A 4S Q,Cr. / THI: p�?F� 71Q1E.GTIv�.I 1 . These notes set minimum standards for- construction. The drawings I . All laminated beams to be Dcuglas Cir 24F-V3 for simple span beams govern over the General Notes to the extent shown. and 24F-'J8 for beams with cantilevers per AITC 11'1 specification. •� . q "f Contractor shall verify all dimensions and conditions on drawings Appearance grade to be Ps•Q 5►'iEC� ~ I " �1 " and in field. Coordinate locations of opening through floors, 2. All lumber species and grades to be as follows: W I OE x <,r'Z D!'£EP' P 9 9 -P JaNT • SAW CUTroofs and walls witlr architectural , mechanical and electrical a. Joists, beam, and stringer .. . . . . . . . . . .DOuglas Fir #2 K.D. N►N. _ 4<i 24 0, %• i plans. Notify design agency of any discrepancies. b. 6" nom. and greater beams and stringers. . . .Douglas Fir 01 n O-p WIT'M�1N Z QRS J. Contractor shall ell � provide all necessary temporary support prior to C. Bucks, blocking, bridging and mi sc. . . . . . . .Douglas Fir 03 ( I Four- completion of vertical and lateral load systems, or better 4. Where reference is made to ASTM, HaISC, ACI or other standards the d. 2 x stud y,. • . . . . . . . . . . . . . . . . . Douglas Fir 02 K.D. \3"rl,lt M _ _c��►�� latest issue shall apply- e. Sills, ledgers, plates etC . embedded in or in centact 5. All work shall be in strict compliance with the Uniform Building with concrete. . . . . . . . . . . .Pre%sure treated Douglas Fir #2 Code as amended by all other state and local codes and building f. Posts. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Douglas Fir #1 V_UN L,I6.5W LL requirements that apply. 3. Crassbridge or solid block at at H' -O" maximum o.c , for solid sawn PLAN TFI12ouy.t Jalr, l .3 b. Design Cr iteria: floor joist. a. Basic Roof Load (snow) . . . . . . . .25a/sq. ft . 4. Plywood sheathing to be v,z.oP6 Perms �F�res- Install b. Floors (office) . . . . . . . . . . . . . .50a/sq. ft. roof and floor sheathing with face grain perpendicular to s:Ioporf-s C . Floors (mechanical ✓S storage) .75#/sq. ft . arid stagger end joints. Install wall sheathing either hari: ont•.l d. Wind. . . . . . . . . . . . . . . . . . . . . . . . . .80 m.p.h. expusure B or vertical and block all edges of plywood with 2 x 4 or thicken e. Seismic . . . . . . . . . . . . . . . . . . . . . . .Zone II blocking. Block roof sheathing where noted on drawings. 7. Mechanical equipment , mechanical and sprinkler piping larger Char, 5. Framing anchors, joist hanger, post caps, etc. :o be "Simpson" . 4 5 2" diameter or other items producing : hanger load over 50# shall Al ' bolt heads and nuts bearing on wood to be provided with a i oe hung by a system approved by the design agency. Any hange washer. I.CN, 5� 4 = 11'''� producing a load over 200# shall have additional framing installed 7, All nailing to be per table 250 of the IJ.©.(:. Nails called for on A to transfer- these loads to the main structural beams or walls the drawings are to be common. unless otherwise approved. 9. Cutting and notching of ,foists not allowed. i " diameter hole may _ be drilled in the center 1/3 of width of member depth. All other or- Gc�l., n V- AN!E CiFIT. Alp�� i holes to be approved. FOUNDATIONS 9. Studs may be notched in the lower 1/5 of this height of stud for Cz.) t ANT, (1e Top `- I T electrical and plumbing pipr►s but no part of notch is to be deeper ,', _ ----- CL) *5 Ft)I,L WEIa1.4T � , 1 . Design soil pressure assumed to be 2000 psf LL plus DL per than 25% of width of stud. Holes of diameters up to 1/3 of width AL, GEl...5 E� i r - O!+ (�II� EA, SIDE 1 ,+ •_ � G.�NT�2 .:�I�Oi.J�'d•r`•, Rittenhouse-Zeman report dated lune E., 1987, of stud may be drilled in studs but not in center 1i3 of height. 2. 411 footings to bear on firm, undisturbed soil or approved 9 Y I#r� 4fG��G. yF'UT ---- ie --_ , Vz!l � Y2! ,r!.r'JDS e . I SpVI� compacted fill minimum 18" below final grade. Notify design agency „y before proceeding if any unusual conditions are encountered in the WOOD TRUSSES gI- cz. 24 0•.-. RA S . F_ , ) footings excavations. , of _ - . -- I o,C. 3. Do not excavate closer, than a 2: 1 slope below footin s. 1 . Al trusses shall be ma,iufaCtured and designed b Trus J�,ist Corp �Z �IE� rG V' P' 9 g Y 4. Clean all footing excavations of loose material by hand. (tvo uzssr, rorea-). to the fol lowineq•I#oard -, vl s•� --- --•- ---� ��n -�� f31+O,G, Tor ieso7 s• Excavations may be made under continuous footings for pipe., requirements: LJ Backfill with 3/4" minus r_rushed rock compacted in B" lifts to 9' a. Live load: Roof 25 psf' basic snow load LU M1 t1 e � n, 1, O-ry -�` \ AASHTO T-99, b. Office Floor: 5G, psf plus 20 psf partitions h. Base material immediately under slab to be 'a" layer of clean 3i C . Mechanical and Storage Flrors: 75 psf �'^t"1 I�LAI� Q _ - �Kr?'Ei-t`�t7 minus compacted crushed rack . d. 10 psf dead load top chrrd I Q ~ r - -- - #4 vw3hiFu, x �O-(/ A WASi li H114. INTO e. 5 psf dead load bottom chord Z N { p1I,Ag-�=K. WHa�'+ f. Allowable increase in wood roof member stresses due to � 0 VJA1.l.. c�.:.e0oIZS CONCRETE duration of loading 15% ma> imum g. Uplift as specified In u.1J.C. lit1 . Strength: Average concrete strength as determined by job cast lab Provide additional trusses as necessary to e,upport mechanical / -- - }IZ 'T1+1a5 cured cylinder tosbest0000 psf at 20 days plusper creasendepInding sprinkler lines T the with mechanical orawin s. �+ units and nkler i Coordinate all loads and locations I -PIN, mot, �� ( I -- - -----_ - }t ye"', S'1 . I -v '�� A I I j/ (x) ;fid Q .4, K Mini um M x Requirementsi J. I1 bridging, bearing hardware, blocking, hangers, etc. that , _ Ic '! m i N W -- connect^ to the trusses shall he designed and provided b the (Z�#S 6oNT D dE 9 n G, a. Cement contact p r yard: SOc� L_B P y l s � r Jp.) u - �, a 9 g � 111 ;�) I 0 truss manufacturer to fit the condition. < >-Z Ix c Truss erector shall exercise extreme care during erection of roof rG` ' VI dump: 2-4" . Deviating from design slum +1/2" to -1 " . g •. • N I I i � _-` BrtL.(GIC p'I i,AS"rE.trZ b' g 9 P ' I C . Air Entrainment: per ACI at all exterior slabs. trusses to prevent tl,e trusses from buckling laterally. Use I 3:el I�u + QIpV-T N1 AY EM C IF spreader bars for lifting trusses and provide lateral bracin � d. Ar mi x: water reducing admix (Pozzolith or equal ) for P g g as 17 O 2 No? ExP��rE P l k t all slabs. necessary. Al workmen are o stay off trusses until plywc,od r�.:, ,< ea 2. Place and cure all concrete pr?r ACI codes and standards. sheathing has been installed and nailed at least twice to each - ,.. 5Ct✓ _ z,_v �� !' ! a a truss Or until temporary bracing is installed that meet% _ a 53 3. Sleeves, pipes or conduits of aluminum shall not be embedded in Y 9 rY 'tom- - e • structUral concrete unless effective) coated. manufacturers' bracing requirements. V LL „ 5. Note: Instal .'.ation. of trusser: is not to begin until all workmen < Q U{> involved with the erection meet and are into�med of the er.,ction LL A • REINFORCING (CONCRETE) aeC bracing requirements. U "-' b. Shop drawings shall be submitted and stamped by a registered O <J 1 . All reinforcing steel to be A`31M A615 Grade 60, except tip_" engineer . -'1 Lr 7 8 and stirrups to be Grade 40. 7, truss manufacturer to inspect all trusses after they have been IJ 1i.. erected and sheathing, bridging, binckinq, etc . has been °�;� r � -' "'-""""-'"'-""--"'"-"'"""""' "--"' �� ••---�'�----------------- , F. Fabricate and install r e i n f n r c i rig s t e e l a c c o r d i n g to t h a. "Manual .i A'4, =) S 4 s `J3I'-a" of Standard Practice for Detailing Reinforced Concrete Structures" instal led. Manufacturer to submit certificate to architect or ACI Standard 315. engineeer that the inspection was made and that trusses are in -1 Provide " x 2'-0" corner bars to match horizontal reinforcing acceptable condition and meet with the manufacturer 's design and -L 3x 3y i�4 Wf /Zl �Xle all at all corners and in installation requirements. -� O in walls a .or s intersections. U: 4;rt-. !VWr 4. Splices in wall and footing reinfor`ing shall be lapped 30 W VEhT•r. C,Vi=.1[. IZ" \ _ diameters or 2'-0" whichever is greater and shall be staggered at Q V::.�VAt ;a RAIL, �) '1 _ _._ - leaf•t 4' at alternate bars. BLOCK. AND HOLLOW BRICK MASONRY 7-+N x (r- M WIPE �, �: -- U Wfrr~trm Gia,f--)eA. i 5. All openings smaller than 30" x 30" that disrupt reinforcing shall L. 3x 5%'/a, 1�/ Ile'90K _Iq / t--- --- -- I,1LNP VF-O.'T' E3,AfL p+ l` �. �� have an amount of r-einforr-ing placer' both sides of openi,Ig equal 1 . Assumed f'm 1350 psi . (n ,V W T �I II IVF I$ INTd� �jL./\L 9 • I to the amount disrupted and extending 2'-0" each side of rpening. 2, Ail block masonry units to be grade N-1 per ASTM C90 dry to inter- W U Z � (o' H lEAPEV 5 UDtp ® ! { <C a r1 II -i - 6. Provide the following reinforcing around wall opening larger than mediate humidity condition per table No. 1 . a Q z w �4r 30" x 30" . p- g P at 28 days of 2000 Z Z ( tl 3. Mortar to be Type S or Type M and grout to have minimum strPngth Z a a , a. L 05 over x o =sin las 2'-O" each side. Tisi and made with 3/8" minus i,ygregrate. Z � A/ b. 2 a5 under x opening 4. Grout cells a„J fiord beams that contain reinforcing or ealbeddeU 4 pF'TinNA'.. ,DINT I I C . 2 a5 each sidepx fullstoryheightch side. items. Q 1 LLM �- KM �• --- ---- ---�- • n d. Provide 90 degree hook. for bars at openings if required 5. All wo, k shall conform to Sect fun 2402 thru Section 2405 of the � U 45. � a, extension past openings cannot he obtained. "Uniform Building Code" . W o w FW_ to C a a! a _- 7. Provide dowels from footing to match all vertical wall , plaster , 6. Reinforcing for 8" masonry to be AST'I A615 Grade 60 placed in Q m = L^ and column reinforcin La 30 diameters or 2'-0" minimum. ,., in u ' di4 r 4 -O y' P cent of cells a. ollows: t, f , O _ U [ n I ♦ er aNi 3" ul. Lap all bars in intersecting footings 2'-0" or 30 diameters a• Vertical : A A�pvF IN c,_, •FrJuhE PLU r- 0 s Q 0 5 CZ) M , ,} whichever is griater . Ar - .L /d(• ^ ��iNErt fJ ik4 ® IZ' O,G, QI i �I a -�� ^� , i - - }Ir �"rt 4•'X I'-O" Ul b. Horizontal : from ground plus 2 #4 at tap T i # ;) 4 Q' tl.c . ( is . bond beam 4EI t --- - *4- IZ o,�., A. W,l U A• ©F V.1ALL �✓►i I I (�, 4 Q1 � [3; x STRUCTURAL L MISCELLANEOUS STEEL of wall and at each intermediate Q i I.•o (6 5 r=' - (•TYt• 1 r level . Place one horizontally , J floor _ 1 . Detailing, fabrication and erection shall conform Lo the Steal on each side of vertical reinforcing _. -`� 0_ Construction Manual of NISC. C . Lintels: Less than 4'-G" . . .2 04 in bottom of H o-._" oPTlolJl,l. JotNT e _ c 2. «;II siepl to be A36 except as noted. 16" solid grouted or bond beams. p 1 it1 W �._.,. - (Z� IA4 G cJ!•T @ Nr>r)K'S 1�L rr a , o J. All welds to be made by Certified Welders to AWS Standards wi 4'0" to 8'-0" . . .2 #5 in bottom of W V • 4 - EbOXX or E70XX electrcldes. 24" solid grouted or pond hc+ams. Z • \v - - 44 Gt�N1 � HC�DK � � I ,_- a d. Corners and r O - _ �/�,� 4Ih all' 4. B.�lta to be L307. Provide standard plate washers Under all bn' ' i N \ _ / heads and nuts in :ontact with wood. intersections: 1- 2'-O" x 2'-0" corner- bar at each _ V \ bond beams same size as horizontal W `i. Ail strur_turel tub_nr� to be A7TM A900 Grade B fy = •!, ksl . > 1t•4 ® IZ"o.a;.• �A, WA,Y 'Qt ,, '' �_' , �'•---- G►" Nc7oKs. mrtouT 'l a 6. All pipe to be ASTM A53, Type E or S, Grade B. reinforcing. W �G I i u n 7. Electrical boxes. conduit and plumbing shall not be pla:ed in any O 4 u r_el I a course that r.ontaIna reinforcing. _ _ 01U e SHEET -ell S-3 r10 IF ,„ .... . -....._..___ .............._.•,,,,Mdr�, .......y ..,.-,_:<v.,Wa-.F �'. '�►xFA'',..:.w.,..... _ "f�,T„�'+Mr__ "r.+r X":-r.,'-Vic'- q!*wi�cr,,,c. ,q,. - , :r.. - - - __ .. ,.. .... .. ,,._.., ._.,_:. .. .. .-...--. - -`- ... _.,._ ._.- ...., ...�C,9i. 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Er tZ 12 or 6f 91 Ll 91 91 bl el rt II of 6 9 L 9 IS b e z 1„•t'” 1n111nlloullminDlnuhrNLlNhnduuhlnhfnhnllnuhnlbulinnhnlhf++lNulliuluuluulnuln!rlwlhlulllldlulluubFl+�duzhlnlnnlnuluuhnrJt!�'.ui"'•lllillWllllil111(UI nullll�Wluu wdfi�IWi11lIIlIlIIL9lIllIlI1111I1UlI1Wh111 MAY -. � 1 , 190 TRUS JOIST" CORPORATION WEB STIFFENER REQUIREMENTS AND MINIMt.1M BEARING DISTANCES ERECTION BRACING EB STIFFENERS MIN , BEARING DISTANCE iSsstAni 1W11111aarina54lit:tilonof Table) t>riN Web Stifferwr Section of Tablet End Support Hsn r Support Continuous TJi Joist Support NING 00 NOT ALLOW WORKiIAEN ON THE TJI • JOIST UNTIL ALL BLOCKING, CROSS ' BRACING, HANGERS AND TEMPO- • rRARY BRACING IS COMPLETED IN ACCORDANCE WITH ITEMS 1, 2 AND 3 4' (Min.) Strip Of Sheath Ing t1Alr► Beal wig Distance --•-•� Min, I3ealriny UlstanCe � Mln. Bearing pistanf;:e ---••i �-.••- IMPROPER CONCERN FOR BRACING DUR- , (Temporary Or Permanent) ING CONSTRUCTION CAN RESULT IN SERI• • —Web Stiffener Reg0rements (ip ------ 4US ACCIDENTS. UNDER WORMAL CONS- I f End Wali 14; Not Braced '- _ Min. rtng Distance EndTIONS IF THE FOLLOWING GUIDELINES J End support Continuous Web SUMeELINES AREne►e f iERVED ACCIDENTS WILL BE AVOIDED. Of TJI Joist Required at Number of fiNln Web Stiffener Web Braced End Wall End Support Continuous `- Hooper Supswrl Support _ Concentrated Sttf}Dater -- _ Stffbna of Hangar TJI Joist(2) ) Naga rn+cAne`s 1. A IatfrrlN st th, like a braced end wall or an exist) / T WeD Number of ---.YYeb ��Number of Load* Requlrrl Width "W" T Support (!il Support rerlg � At End 01' Bay ` - +.•{ TA 3olst 5tlfl irero Nails Stiffeners + Required iI► Greater (Inched (inches) (Inches) deck must be established at the sods of the bay. This ~ f r 1/8" M:n. R (Inches) l>ept equlreo7 Required Requirtrd9 Kequired Tkan(La5.) can also be aCCom itehed b a P y temporrry or pernrwa- 1/4" Max. - - - -- - runt deck (shrathlna) rtwlfrd 10 tfw flrs4 4 fret of Joists `y "2 TJIl25 No (3) No 375 2 2.5/16 11 +f, 1-+ 3.v, ! •� `` 2' Max. ? ' 7/8" TJI12� No (3) at the trod of the ba~y. -__._.,.. l 11 2 47b 5 2 2-5116 I 1106 2-'� 3•K No - 440 2 2. All blocking, cross bracing and hangers at the sup- 10" TJu35 No (3) 2.5116 1 1 yy 3-yr ports of the TJI Joists must be completely installed _ 12• TJ 1,15 No (3) No - 475 2 ?•5116 1 1-2,+11 3.16 and pOperly nailed(fit! cit nail holes) 14" TJ1135 No (3) - Yes 2 630 2 2.5116 1 .. 16" TJI!35 No (3) Yes 2 665 2 2-508 1 ? 3 ti9 3. Temporary strut tines Of 1x4 maximum must be Walled x )Max. 1:1" TJI/35 Yes 3-% to the braceit; and wall or sheathed area as in 1 above i es res 2 7N0 �- 2 25116 1 t �. 20` TJU35 Yes f Yes 3 805 2 2-!116 1 1 4 3'Wh and to each T.,1 toast at the on center spacing shown. _ Without this dating, buckl!ng sideways or roll ov,•r is / I 10" TJi135X res Yes 2 575 2 25118 718 2 3+,} highly probable under light construction loads - tike +, 9d Naris Either Sx* Counting 12- TJU35X Yes � Yea 2 720 2 2 Silo 'i8 2+,4 3vr two worknwn and gni layer of sheathing. 14' TJ1135X Yes Yes 4 830 3 25/16 ,'8 2114 31h 4. Sheathing must be totally attached to each T"JI Joist iSee Columns at Flight 16` TJI135X Yes ? Yes 4 950 3 25/1,6 718 ?+/, 3'h For Number Required) 18" TJI/35x Yes 4 Yes 6 1070 3 25116 7118 2,h 5,/ � before additional mads can be placed on the system. 20' TJI/35X Yes 5 Yes 8 1180 4 2 Sf16 718 , Ends of cantilevers require strut Imes on both the t 2-Sd 10a Required for TJI/55 Joist 22" Til/35X Yes n 2;' S 6 and bottom flanges Nails 4 Yes 1U 1310 4 25116 / 6 3 5�r� n9 �..� / 24" Til/35X Yes Yes 12 1430 4 25116 718 3 5v: it, The top tistriges must remaln straight within a tolsr- 26" TJU35X Yes H Yeti 12 1550 5 .3'h 718 3'h 7 once of 1S" from true alignment. �� Min. 28" TJU35X Yes b Yes 12 1575 5 3t12 7/8 3V2 7 30" TJI/35X Yes F Yes 1'' ) t - --- b 3''2 .119 3'h 1 /- INN /' '( 16" TJI/5S Ybs :1 Yes :r 3'h 1'h ' 3'11 1 . I 18" TJI/55 Yes 4 Yes 7 1080 ? 3'pa t•1 2+in 3y? •\\ �/ �,•- /^ 20" TJi/55 Yes 4 I Yes 8 1180 2 3'h t 2'h 3'�, �, I 22" TJ!/55 Yes 5 1'eb 9 1280 2 3'12 1�•; 2'>Q 5'71, I /,� '.1 24" TJI/t5 Yes 5 vas 10 1375 2 3+.112 , 3 5'h 26 TJI/55 Yes ,5 Yes 11 1475 f / / Z" Min. 28" TJI/55 Yes f, Yes 1 1515 2 3 1 .y 3v. 7 Blocking --•'� 30" TJI/55 Yes 6 Yes 1') 1560 2 314 3,h 7 ' J // / �'� Strut Lines 1 x4 Min. Cross Bracing 8' 0.C. For TJI/25 Joists (1)web stiffeners with two nails are required for the TJIl25 gist at continuous supports when bearing on plates is less thin 5'a aches and the reaction is g;eaPar than 1 110 lbs (11� {bs is the maxunur+ --�- \ , react+CN+ for 3',a inches bear,ny with no web sUffenera.) , , \, _- / 9' o.c. For TJI/35/35X Joists \� I 10' o.c. For TJI/55 Joists (2) For maxnnum load, spec:+f,c applications may permit reduction ,r this criteria (3) "U" type hangers require web etirfenerg to ccrnply with nailing reyurrement through side plates of hangar I I i (4) 11 web stiffeners are n,;t used ,n hangar support, the sides of the hanger must extend .JP to support the top flange iaieraii� p strut line Is required (5) The rn,n,rr,um beanng length may tw reduced for )o+sts supported by hangers if supplemental nail attachment to the end web st never +s provided at !I suprx)rts where joists are not c:�ierwlse braked. BLOCKING PANELS CLOWITHO!JT EVD PIECES WITH ENC PIECES NAILING OF SHEATHING T17 -- SES_ON CENTER SPACING PER ROW !3) JOBSITE HANDLING OF THE TJI JOISTS STORAGE ' - FLANGE OF TJI JOIST (1) MICRO;:-LAM•FLANGES SOLID SAWN d FLANGES It Is the building contractor's responsibility to unload the TJI joists 8d Nails (0 ---� �-- -- ___, l While being stored at the ,obsite keep TJI joists in an upright position. 17" o.c (M�n. Pd Nc:.s �' NAIL SIZE T ✓PE 12"' o.c. (Min. � -- "lA., rJl/25t;15'S5 Joist TJI/35Jolst from the truck and for all handling thereafter; the Travis Joist guaran- The bundles should be supported on level stickers to k Req'm1)(1)(21 Req'mt)(1)(21 Sd Box 113' 4 keep We TJI �\A �\ Common .131 " 2►► 6„ td.. only applies so long as the product is not damaged or oilseed in joist out of the mud and dirt. Stacking of the bundles i5 permitted it .__ _ __---.--- - an wa 10d Box 128„ 2►► 6,. y y and Is installed In a workmanlike manner and according to an adequate number of stinkers is provided to prevent damage and Common .148" 3 6 A _____...._ r` Trus Joist Corporation's installation information. normal safety precautions are followed. 12d ; Box .128" 2,11 6„ Box .148" 3►r 6„ TJI joists will be delivered to the jobaite in bundles banded together AIF glue used in Z'JI joists _ til I t is waterproof; however, long exposure to sd Nails (3). ' ed Naas 16d Box .135" ___ -3" F-� for handling. To 8voi.'1 damage, they should be left in these bundles f water and sun will cause some d3terioratfon and checkirfg of wood. (3) � I Common ! ,162" 3"A� 8" until they are ready to be installed in the structure. . End Piece �,� �- i6d Box Nails. See Web Nene � e TJI joists should receive the same protection from weather given Stiffener Requirements A careless crane r r forklift operator can damage the TJI joist. other wood products. SECTION A A For Number Required. (1) The tc>() flange (comprtbssiort Rangel of the T,11 joist must be Waited tv gheathrng at Zeas) 24" cut center for - the full length of the TJI/35 and 55 plans and 18" on canter for the TJI/?.5 joist Never handle TJI joists fiat -�- keep in an upright position„ The glue bond between the flange and the plywood web is critical +1) buucbrig Desagnw To Specify AM* Nalling Requirements (2) 14 gauge staples may be.e Curet substitute for 8d nails when having a minimum penetration of , inch into p �/ to (2) Sea NaiwV Of sheathing To Flange Cif TJI karrsl For Ck*mt Ailowat�le ()n Cenie( Spacing the ma,r, member. (3) 1renatled At Max o.w Spoang Of 12"Each Side 01 P!yyw>pd Web. (3) It more lnrn one row •:.A nails is used the rnws must be offset at least '�" the performance of the TJI joist. Do not pound outward on the flange. NNEW MANUFACTURED Approv9 and return these drawings as Boor, as possible as the joists will rot be fabrtcated and delivered un'i0 l ALLOWABLE HOLE SIZES �-- FLANGES IOD Not Cut) BY proval is received.. ��lanufacturer s engineering respons►biltty t; only for the engineering Y of the TJI louts and not tor `'� any supporting structure, or for loads other than indicated herein. All materials shall bei furnished by ctt;ers unless \ �--1 ,�„ a DatttBt�ed Joints specifically noted ''by manufacturer'' herein, Plywooda4j Improper cutting Apt` a structural rrrantber will r�duee its st th. Nowev�sr !' Subject 1 Ct terms and conditions ror►g ,ales can be cut Web r cc d1t)ons on the Purchase Agreement, I have checked all the dimensions, yuanti;i9s and through wis. Mas 'locations of a TJI intat M sane Iinimu le withtwt Impalrtng Its ability to cs,rry design - e Improper Fit ic>adings anu warrant that they are correct or should be corrected as noted, and specifically hereby agree and laaratr. Thede locoUona ars M areas of minimum shear. This is generally away from bearing or °`=t- t�( t �{ 195 itc;kr�owied�e that erection of said materials is the sole responsibility of purchaser. other concentrafteed ioede. HOLE DIAMETER IN INCHES -~� .I ' 1 1 _-- -- e Field r. 7Of 3" 4" 6„- a, 7" e„ 4^ tq" �2„ 14N la„ d Appro�ed, nc change Purchaser date o'1JN0 M(yLE.S--- For simple slpans and el+ralforttt 1� Lee the table to the right to determine Igear,n _ NIOd1flQatlorl>l i ►.7 Appro+led, as corrected a ,4 1-0 1.3 1.6 2-0 2-3 -0 3-0 3- 4-0 4.63 5PD11 hOt�f s/atl When greister than a fb-fit►" hale for the 11- i JV25 Joist and greater, them 4-%" hole Plate . l�i 1.(j ,-3 1 fi 2-0_ 2 -0 4 3 _. -0 ' ter the 0-vi" TJI/25 J�iet is used, or�tn foot nest be added b the diatsncea In the table to Cie 1 1 1 _ gY 4 4i Questions A bou t rpt. 1 1-0 1 ,-9 2� 2- • 4 , 4-� 5.8 6- s _ These Drawfralgs SOUARE HOLES --• Sgtia{n hale sizes are dtrtermlreer! by multiplying the maximum round 1 -, 1-0 �_ �� ','� '�'�� -� . -�-;"' �:4 _ Call Your T.J. Mote dlatrrtebr by a tllCta of 0.11. -$ 1 1 2 32. 1 -3 4 4 .-F 1:g 1 `�-� 3-� �" 4 3 Rentative _77- MULTIPLE NO�hE8 -- wharf IfiOra than one ilpie Is desired, the anwunt of wood esltw+sen I 22 , 4 `�$ .9 holett must s"I or exceed hvics the dlameter of the iar"of hole or ttvko the side of the I - 76 :ir �_ �4T- . largest equal's hole. u. 24! 1�E • 2•g a. -9 4:Y FZ �t, 2� 1.8 d� 4:0- 4.6Q _ �- CANTILEVER# AND CON'rSUOUS SPANS --• For uniformly loaded canilievers and contirtu- t'a 2 3 4- - r ',� ! ,�aua 1',iI Ioiets the hoiq must be pocabd one"Inch fu+r'the►r frtlttn the support for ewch toot of 4-3 4- � 1 � ��• 62ARD clear sit In add"lon to the values Indic Ali d In the table to the right. ch 2 1-� 2 4-6 -0 - - 1 Or ' a C , .� JAN Our Engtrteerin�l i:xclEP'Tx?Pt--- iFlrc�ptions to tees. ►utas may be possible tttr>p4ph aPecrct► inqutlry � ` --�-�- 1 ,,�- 4 A_ -�.�-- -.�.� _ _ j 1=�• Department I 'f� -'a7�"�'" NfITA' -- Do r►fat cut Rhxt ItPt IF I'? -'�, � R & H Construction, Int., Jolliet wt"n f*W Inchos of the salpWt aeMsrline, oshorwiae a two , '-- Inch hots Iva cwt in the titr�eb anywhere. THE Tr i1 AND BOTTOM FLANGlIIi ARE NEVER To Ph. — q ��- 7-0 eE G1fT. This sates Ohr,ft In the table ars huts tstac�a not d;ft+t alzes. -��- -�..-r�,� _." t 14, W" _ TRUS JOIST 11 - _ ,. O CORPORATiON N. Ci DRAWN CHECKED REVISED ORDER NO. Mk*mm moo not Atm of By DATE 0 Y • � 8t+tt'oA M tfeM and MCt11tM3 b �. of t`lottts _.. QA'f'E E'✓ _DATE �_ .,_,.,.,.._...�..._.. _ r--��.� I�. `� !� -1 �.atj� t{�• �' I "„�� " -7- 0 - "�►� � O it 'ell .. Illillllllllllllllllllllllllll � lll � t � lll � 1 � 111IIII � IIIII � I � 1 � 1 � I � III � IIIIIIIIICI � I � I � II ' � I � IIIIIIIIII ' I ' I11111IIII � IIIIIII ; IIIIIII � IIiIIII � IIIIIII � iII � III � IIIIIIIIIIIIIIIiIII 111lfltllllllll - i ?_ 3 4 5 6 I I NOTE : 1 F I H IS M 1CROF I LMEU . .__. __ .�,,:�,,,,___-_ ._. _._-__ .�. .. ..., .._ .�,_ . _... ._ _. _.. _. 7 8 9 i O I I I L DRAWING IS LESS CLEAR THANTHIS NOTICE , IT IS DUE TO 1HE (QUALITY OF THF ORIGINAL_ DRAWING, 0E: 6Z ez tZ 9z Sz bz Ez �z Iz Oz 51 81 11 91 51 bl E I zl I ! UI h ® / g 5 b E � , �INLin Til JOIST INSTA� LLAJ LON , II II ! II I I till IIII�111IIIIII�IIII�III!Iillf�tlll�(II!�IIII�IIIIIiI!I�IIIIi�III�IIIIiIl1(��!ii�!Illiil!I�Illl�lllllllll�lili�illl�llll�lllliliillllll�li{flllll�," Ilii+l$iilll1iiiII IIIl�Illllllll�Illllilll�lllllllll�lllllllLllll(��1�11111)1!!l�llllllllllUlllllli�llli�llll�llll� ��IIII�IIII�IIII�IIII�IIit lel ,�Ir�l�l� �rl�al•k r .Triwr► arsrtr� � TAUS JOIST CORPORATION TRUSS INSTAL LATioN INFORMATION FOR A SAFELY BRACED SYSTEM DANGER TO PERSONAL SAFETY CAN RESULT FROM FAILURE TO READ THESE INSTRUCTIONS ERECTION BRACING [6:] IN�.S--T—A--L—•—L•--ATION TOLERANCES PERMITTED OPEN WEB TRUSS ID� ^ TIFICATION TRUSS CHORD ALIGNMENT TOLERANCE BEARING CONDITIONS — OVERHANG TO!i.ERANCE OF TYPICAL BEARING HARDWARE TM f WARNING r�J TJ150TM �' TPub pl n +�� '" Trues Met•I searing Hardware NAelci.nulry Uvwha�1 M / TJL 1.5" x 1.9" double 1'/a"x3'/>t" double �a>� �... WITHOUT CORRECTLY INSTALLED ERECTION BRACING ------ sod" °�1e"`� i - _ 3',a TJ160�M TJHtµ "'-_— _"' Maximum ' , TJL " --- 1.s"x 2.3" double /: " x 5v:" doubleAS SHOWN BELOW, TRUSSES CAN BOW AND ROLL ="--- _ TJM 4 OVER CAUSING DEATH, SERIOUS PERSONAL INJURY � ._ �. — _. _ _ _ f.. -- -- �• -- — — — — d � • AND PROPERTY DAMAGE. �----r--- ---- STANDARD BEARING TJH �/�" TJ150 ERECTION _- _ .- , ___ _ Maximum 1/3 , VERTICAL ERECTION BRACING AND PROCEDURES, AS WELL AS _. IT IS DANGEROUS TO STACK ALIGNMENT TJI60 '/'" 2 MATERIAL IDENTIFICATION __ - - �- __ r=�- DO NOT ALLOW WORKMEN THE SAFETY OF THE WORKERS, ARE THE RESPOW51• BUILDING MATERIALS ON , TOLERANCE •fhe bearing plate must be ran the ledger, wall plats, BILITY OF THE ERECTOR. TRUSSES THAT HAVE NOT when property aligner. eaCh top chord TO WALK ON TRUSSES UNTIL should not vary more than '1: inch from or as otherwise det�llled • A. STRUT BRACING -- Tubular steel with flattened ends ADEQUATELY BRACED BEEN ADEQ )ATELY BRACED a straight line. furnished with all open web trusses. Strut bracin to be A. , . installed as each truss is set •-- see 5-A and 5-B _ STACKS 01:. MATERIAL ONTRUSSES DURING II� STALLA- NOTA8FORIJL B. PLYWOOD EDGE BLOCKING is provided b manufacturer BRACE EACH TRUSS AS IT IS PLACED TION WITH E FIECTION BRACING INSTALLED STRUT BRACING oil some projects and used for nailing plywood edges. GETTING STARTED PROPERLY THIS NOT THIS B. ` Edge blocking will not prevent trusses from bowing. E:ige BEGIN AT END WALL OR BEGIN LIKE THIS IF THERE IS NO END WALL --� installed after strut bracing erection ••-� ,.` blockingshould be 9 bracing) is in place and immediately prior to laying 5•A 5-B 2 x d starter strut by _ sheathing. contra with framing ,•-'�` Laterally braced end anchors by mtr wall, beam, or see 2 C 5 D \ C. 2 x 4 STARTER STRUTS by contractor with framingan- SEE DETAIL ON chors (shipped loose) by truss manufacturer — see &A] ¢a, '� ''��^ • SHEET _ OF __ _ FOR FRAMING ANCHOR DETAIL 1 D. CROSS BRACING — provided for most bottom bearing % locations. Cross bracing to be installed as each truss is Strut bracing b,r '�. - - set. Contractor to bend ends prior to installation. See mfr. Se1j plan for ......."�` number of rows req'd. D. ,I �\ See [] fur alignment s �. Strut brace by tr. See plan for N'0 number of rows e�Gt Beam or � • lO,g75 '� ♦~ wail support TJ/60'M truss shown (typical) req'd. See © for alignment. CAUTION (typical). Details for other open web �.� � .. trusses similar. Maximum of 3 sheets of era" r plywood per 10 feet of OBSITE HANDLING OF TRUSSES truss length +�y619' 114 p THIS NOT THIS REMAINING TRUSSES -`-� INSTALL STRUT BRACING AS E� TRUSS IS PLACID USE THIS WHEN ERECTION BEGINS TYPICAL STRUT BRACE CONDITIONS IN MIDDLE Off' BAY (roof, floor, or odd space) r NAILING OF SHEATHING TO TOP IF YOU HAVE PROBLEMS 5•c 5-D CHORD MEMBERS 2 x 4 starter strut MAXIMUM SPACING MINIMUM SPACING r DAMAGED TRUSSES r P;ywood and nailing to conform to Roof strut 1 11 ------- by contr. with TJM TJLSO IMPROPER FIT - minimum requirements as sol forth bra^Ing I'L ails supplied by rYifr _ _- _ by project architect, engineer, Or framing anchors �g°� NAIL SIZE DIA. TJL TJM TJI60 �.,. • LD MODIFICATIONS _ - C01 ©�y BOx 113" 4" 2" 4" � � FIE N __ -- y by mfr. local building code. See ® for �� o� 8d " " " " maximum allowable naiiin o a r QUESTIONS ABJUT . �' , � , s �►} - g Sheathing Common .131 6 ? 6 - THESE DRAWINGS y o roe u� mate-ial -- Box .12t'_" 6" �2` f 8" op, 10d Common 148" 6" 6" La r .128" 6" 2" 6" ' i x i Bo �� C! '•� Floor strut / Common _ _ s j j:'/ " " , " " CALL YOUR TRUS JOIST CORPORATION [NI &bracing � ted Box 135" 6" 2/t� 6" REPRESENTATIVE t ✓ Common .162 8 4 8 1 Detail at 2 x 4 scab w/2 10d nails t Chord members K : 1 r:��4. :-1` v_' Phone \, Typical detail odd each truss by contra if more than or,4 (1) row is used the rows must be ` ~ at end wall Nailing pattern to be per plans and at least '/: inch. spacing offset OR �Sti-A bracing by mfr. See specifications. In no case shall nail 14 gauge staples may be a direct substitute for 8d % \ ' Ian Tor number of rows spacing be more than as shown In nails when havinga minimum penetration of 1 p 3ach chord member. Nails shall not OUR ENGINEERING DEPARTMENT req'd. See Lr] for alignment � v •._� �� inch into the main member. be less than 8d or greater than 16d. Phone , e�-'-�-'t'}• ��' Alsnw n eche should be � NO FIELD MODIFICATION OF TRUSSES ! S PERNII 1 TED Trusses will be delivered !o the jare a in bundles of twenty or less and come banded together for handling and ship Hent. To avoid damage y BOTTOM CHORD BRACING INSTALLATION left in these bundles until they are -eady to be installed in the structure. � ��IOT PERMIT CUTTING, DRILLING. OR DAMAGE OF THE CHORDS OR WEBS. Miscellaneous hardware such as bearing ang ag screws, bolts, nails as req,-fired by each specific iob are shipped with the trusses and come in bags or BRACING BELOW IS FOR TYPICAL CONDITIONS. FOR BRACING SPECIAL. CONDITIONS SEE DRAWINGS DO NOT REMOVE STEEL PINS OR WEBS (EVEN TEMPORARILY). boxes. Bridging material and p,fi•cut b{ocklrnp ns, if furnished by the manufacturer, will come bundled and banded. DO NOT MAKE FIELD REPAIRS TO DAMAGED TRUSSES WITHOUT WRITTEN APPROVAL OF 5.E Cross MANUFACTURER. bracin ._. JOBSITE STO'RAG" E OF TRUSSES - — - - - — � GENERAL NOTES THISNOT HIS / Approve and return these drawings as soon as possible. Trusses will not b• lsbricated and dollvered until approval Is received. ' Manufacturer Is not responsiblle for the design of the suppohing structure. Manufacturer's responsibility Is for the design of the trusses specifled In accordance with the design loads specified. Bridging where All materials shall be fianished by others unless specifically noted"by manufacturer" here n. Y" shown on drawings Accessar•, ;'ems such as pro-notched plates, blocking, bracing, bridging, etc., must hs proparly Installed as erection proceeds. IMPORTANT: USE PRC�QER SIZE NAILS TO FILL ALL NAIL HOLES IN @RIDGI!!�G CLIPS, STRUT BRACING AND BEARING CLIPS. TJL TRUSS MARKETPLAXa " . (Manufacture! By,Closs • bracing Cross bracing is racirl shown for OIL-We - chord trusses similar 0 .�.r ` Subject to terms and conditions on the Purchase Agreement, I have checkers all the d!mensions, quan- for TJL truss. I lilies and loadings and warrant that they are correct or should be corrected as noted, and specifically APPRCIIVE Lk hereby agree and acknowledge that viectlon of ;aid sTT3terlals Is the sole responsibility of purchaser. Dat , ,,,, •-- _._.-._._ ,)AfI 1 2 1qR� i ! ApprovP;i, nochanga Purchasere-------..----- _ 1 x 4 nailer required.. Approved, �\ I Attach with 2 8d nails. Nailer required at A roved, as corrected B �� —`—�_� a � � � - y ____ � Title spans beyond 40 feet. � � 3 r 9ridging 14 shown TRUS JOIST �_ �RI�AT�� DOUBLE CHORD TRUSS DRAWN DAT CHECKED "EVIIIII&D 0"Dan No. on the drawings sr oArlr DATE ayOAYtFit Is okay to slack the ►,undies as long as an adequate number of stickers are provided to prevent damage, and normal safety precautions are followed. - _ � ` ofDuring storage et the jobsite, joists should be given the same protection from weather as Is normal with other wood products gT—ey �� I �r, �-L�Pa I '� • � ) .t� OW 1114-83 x x ,,:,,• 1. ..` _ - _ i� 1 ae+r' t,16-t g AVMVW,a'"-- ... ...... ,1111111(11111111111111111111 .i111illtillllllllll11111IlIlI11111I1 Jill II t , ill �II111II,IIIIIIII1111111IIIIl1I1I1I1l1I1I111lIIllllll111IIIA 111IIIIIIIII,VIII,IIIIIIIIIIIIl111IIIlIIIIIIIlIl11 NOTE: IF THIS MICROFILMED l 2 3 5 6 7 8 9 i� I I I� DRAWING IS LESS CLEAR THAN w TH1S NOTICE, IT 1`i DUE TO THE QUALITY OF THE ORIGINAI DRAWING. OE 62 132 LZ 9Z SZ t,2 E 02 12 0z 61 91 LI 91 51 t,I EI at II 01 6 9 L 1111111111111IIIIIIIIIIInIIIIIIlI11111111lIIIIIIilli((liII1111111111{{IIIIIIIIIIIIIII{111IIIIlIiIIIIIII111111111III11I1111I1U1I{IIIIiI{I11111Iliilllllllllli{I1IdilIII iiIIIIIIII11lIIIIIIIIIIlI111111{NIUII�IIIIIII{ilLlllhyl�lllllll{IIIIIIIINIIII{Illlllllll{I1IIIIINII1I11IIIIII111111111IIII.IINIV MAY 1 90 19 '�t1111a' .. . . .w...-. . .V.7 .1%.0 1 nut, 111JrdQ tw-UHt PHUCEEDINI:3 �....�.-��........_ -_._.�____._. ._... _._ .. >tw...�rr:.��r'•"+w....+r_."�r_ _ _"__ _._....__... » _-..._•_ __.-___.._.... _.- _-.._.. ... --wrrrr__rr.�.w _ __. _ _... .._-,-•.....-•_...... MATrRIAL LIST & ENGINEERING SPECS LL� � Ef. Alti#`ER�1�x --------— • 4�y r P'C. — A T - TSE I�Pf�lr1 MIS � I�Rt�!IE r� lid _ XRJB JOIST CCiRP(,�RA1'IOk 1JN JOi!!<t 3ERfE!!< _ 4 a11r. Ty,~ 1'btMt #a►{at Cut L.n#etI Lin.►! pIf— pd -I Ole. 8tr��!�! Itt Note dow wam gIIV• 11� uos A sea. DWIA +Le�lr '"e�� I,.ee+Stft r feet 1. load- T-'-load �•-• �,_ w�trl«V l dam' r 1 14I '60 1?0 - 154" 40.r. 1 27 121I': N N A-011 5 1`� Z• I 41L" � .... -.-.. 12 .� I ! i , .r� �: "''fes ,_...-,�,.� � 1'�, � '� •�-, .y,• �,� , � ! �J IPo D ! Iloa, LIST Of ACCESSORIES �, 0 40 1 If 1 Y Y Pl. i , 1 on _ ON°tl/Iie� •---_.__- �'��+t ;", - .�.�...� ��' I WIZ•fZlo Fc«�z"� FIELD I►�Id`>TAr,.t_ Ea.. r - t' T `�C� �'�'•�" r � OF .-_Inl yT W/ 4- Lod M IT4 1 4 I--IA►-JGEFt. 1 I -.�._w.-_-_ ._._.� ---------- ---- --�� ,.�. 1 v W 14 4 Z, i40 t2"ate �Z �� - 14 I W65 1_L,TI f'FEp4lEi .3 .- 4 (A' .. ..._ t_...._. . 30 � 14 N - I D NAI�•s ( 2 ui�.�.) I •a Msr,ul.ctwiroPlar+t 4*7�•YTc>%-I ""•"" ._..M� ._..... .._._,�..._ _ A �.._........_ I .".,•..,. Job Nam "f IG�AI�GA f•1ftCIc.T. f?t.Arl.,� Lr1f'I+AR1�' _....... _ (B`( MFR) _r_ !�14A L_ -Job No. Location _..... ! _____�.� ._ � I t ---- I�.1 E,b 51.1"1<r"�fs..h•.1��.' _._..._.... .. ,. "This is lfta agpovnlraMAN irnSAh of thr to un■dy:s+nrmntd by<wr Ilncual/preoadtrr"anA riot/11e tdtiw4W. -- -� _ OTHIN 11AAlli111ALS ANO MCESSOR !'1 _ i `-� - ( C: `7"(1�'(�' rnlo L-L ,,,.,....._..,_.,...,......,.. . .............,......................�.r...,. ._._ __...._ Can.Ft.2 a i2 aft- t."2 t, — MATERIAL LIST +�t ENGINEERING PE �._._._... _.� ._ Lim.Pt,,2 rt OPEN WIN TRUSS URIERt 7 1 T Lin.ct.T: Pa. "1.on11�I aR r L" f .4nad ul.F CUM t QRr. 1"0 � PIla1#It +I> 'tl+� Poo t. Sm�, ....._ ! "."".,'"• w �L � '' •� may.,.. t. �.__..........._.... ...,..,.............-..I,,.. ►T�f2 - ' " r 4 I 7 t � and Mine IJ - ^ —• ,"'tn6.'.f i wry - ..__._._ w .. ,...� r...... _ A 6 �'Tt)GtiS E �i'I�JD 1, r xlps i . ► �'* T w 1 . » y `� -...+Mt1i..,M►.-...-~..w�r��.....,c S i:' �.�Mld 7 t ., .....�^-- _r is it ' TI►9^ 1+ -� �[a +� 4 L�Mi 9 T �� ••'—,_-- � ._.-. :t / y,, j�„" f,�� ,.�. ! ✓:...,� '� i + ,�, » t ��.., !. ;...�....•-_�I+..few-.._,.j4�M�..,........l�ib_r�.raM'i, -'.i."..r�e ......._ � ..,.,..w.rte+..«—_—,•.'w..,......�...,... Oft"Golmosm 1 to dome .4 _ a _ p fll'8 rI a►!#ft,x TJ sa 1.r•t E . Q, , I•IE►� �TIFFEr•1�iZ 1 ea w r e �lNtA T aM �, T's .faw Nwna - �,.��..,. ' No a 4.11/3 WMA T.i"?w firs T"r Jobs NWRboO '', -, j —___ Ij8" GAE h' E? 1'�I'vl-�1 Xr s'�'✓, �" ""I" 4- r. ,r, I•' .;:' rI I�ae a.w I� I �- 1 .� _ .�. 45 . ... �- MATERIAL LIST & ENGINEERING SPECS -- TRUS JOIST CORPORATION TA's JOIST SERIES — �`= Utl►. Type OapthTSo,!! cut l� P. Lineal MJprf nil O.C. 1tit pJl� � �_--- ,,,, -,-• +--- f* Length Feet L. LoadT. LoadTlt� Laves TLoa± 22 F' I?' 135o�t 121 o%r� 12.S 2'I "15 116 I Z i IGY�% 1 1 0 12.. I � f � ` � ..Y_ ; _......� _ _ ._._. - .�._�... ._..._ Z q FZ I I�f-1-• ?3i4" I S ��S �I , t�ET 1,--I I�N Ftio - q F3 I 14 - l os� ! I ? .1�• -; Air - - - _..,_ 1 _.__ KJAIL. 1-IA,�.14S;2 'M TbF- %I .�.. _....- _r � 1•�1 / (�► - IGS � I I/�" �lAiLsS SPY MSR 'L2 F4' � `� �}'- r✓o�a• i `� �-51 �t�Jc;ERS j ;_............� ... ....�.,...,._, .l__._. 1 3 "'lhir is tl+a nnyFarlawa lif+sgt�etta trta>w all>�M+Nr'nMM4 ty11�►6>�V1 proe.�,rir and not tloa I pTk#lal fY111T11R1AfLi AIbQ At:CIEBIONt� ! Won W Iwl'�/�`7� ii .. i ._ � •_•w. I � —_--' ( j ..ww,1�Jr �p.�.1r�+_..71�14ii•G.i1lY..�.r.eer w,aww•w..... ."'j,aa'^. i 2 r' FR I"1G1. 4: floe.itt,2 a } u Mira•_ ��LA+�p Z r'' +...._ ... Lipa.1St.2>s - 4�� Ptat. ,. ✓"��x d_�. '� A �'� � I� J50,' ��"_ �I 24. c �4. 7 C/'r7 �'{'�� ':.�d•��4-� I {w� .Ly �/ri.••• un.Ft.2 It Pat. '31 ,�r „�! ��rb 125 1 f�.a.rel FDIC? 5►i�E /� ..... i{.fr�., w; _; ► , J8N1.1:� _,....._. ......_...r..�1 Wild"OW - 1 9 Pial. T'm � ' P,rl. ., `•�a'i ! t.{#T OF ACCESSORIES Rat. ' " Pile" fJettript r t Det+efiption ion { - _ Sic t." t _ t ,. i -- --_• - �.._...... .w.n.....rr..........�,r.,w._r......_+.w.+, ..ww�..r._.,...rn....n.w.+...,... 7....w.wrw+............r....,ww..,r.•+rrwwr.r._«...�+r �..._T I L..)1l'y 5112 4 CL7 ,a.� 29,1114 a, � i'C�PRO ��. + / +fllf{tr :° Itrt 'td gels ] ; MIT I r. S ' t ' - � `" � •`»" L F 441_ PW Le, I�;" . ?A oaf- I�� J 411 1 2 19@B 021 a. , • 1j t ID _-- UWOW DES" LOADS LIVE >s:ti.AfJ 12� PAF "• I DRAD LOAD I f5 PSF I TOTAL LOAD 140 PSN' Menufactwi Plant Job Nam* �•-# ( Job No. I fi• b7 "�� _.__---- ---.— • —.. �'► I' Location TSI A6LD 10,975 r L 1 F��! Ki 61 12L f ��,�.. -- ---------- v gft�;� TRUS JOIST �'' CORPt,IRA'ION •�. } �, DRAWN CHECKED REVISED ORDER NO SY DATE by DATE by ( DATE SHT. OF t N. C��i _ +.i G-D'fj IZ�'1•Pr"1 nI�-,f 7�1G� a• C1D5 t-� 1� -- SS 1 b )14-L•8A� �Itltl�IIiIIIIIIIItIIItItIIIIiI�tI11111I1I11111IIIIIII, I1111111I111111,III,IlI1t11 11111111111,I111Jill I , 111111I1111111I111111111111, III, Jill it11it1, I1Jill It111111lilili111111I1111-1 11111tlllttl Nf)TE: I F TH I5 M ICROF I LMEU 3 4 5 7 8 9 10 1 1 12 CRAWING IS LESS CLEAR THAN w THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW IN(,. - OE 62 82 12 92 S2 b2 E2 22 12 02 61 HI LI 91 51 bl EI i 1 II 0! 6 9 LII 9 t11I1H111111I111111111ItIttiNltlltllll114II11111111I111111111IIIIIIIilII1111hi111111111111111!IIIIIII111111IIIIIIIIIIIItI111111111II!IllillII111111111I1t11lIUtlllllI;IIIIIIIIIIIIIIlIl111111I11I111111IIIIlIlU1�1111II1I1�1111�1111l�IiIIllIIliIIIIIIIlI11I1IIlIlIIIIIIIIIIILIII1111111II111111Illlllllll MAY 1 90 19 TIIU$ JOUST !fir CORPORATION THINK SAFETY -- READ INSTALLATION INSTRUCTIONS SEFOPE PROCEEDING-- 41 3/11' ROCEEDING413/1" Low4 4,Kak -r 6► I .j 34•, F ?�,.o GO►-►T, 2.,►4 -TJ�. Q'�" op ��4w, T.1� �B'f� I'1 F R'' I X �T.:W) 7ro 4�N �N4 �.'Ttf►�IG T.fL T.,tk! CLIP IDIpiPf18- N 30 Or __ -----_- ! -- - KFOW, NAILING To ` `+ r• - BRIDGING ROUE _ _ - 1 % 10 8A. _ _ �1 � 40�ILS G+_t,, �S SL1� / ' 1 10 SA. s a: Fi.t BY TiRt! ..bOIST. /- 1 �i+►' b 8A. ' PLA" � � � � r � ��; f,,�, ( *I'flI!_S EA. _ FURN. ICY TRU$ JO1ST F .o. I"c Q. ,,1�.. �} 1• NAILS SY TRUS MIN. 31 m1N. t3NAILS EA. C'► fP ' �i r JOIST CORP / _ SIDE. .�� 96`13k. A55 GLI� � � \ � � � �01 --- ,' OLAP APPROX . 12" �� ✓ ~� _ 1 `. GG'0W E+GTi AI�.I B"�� i / \ / \ �•-• -~ Cad` M I►J' `�� ,� /'� '' N40 led NAILS 3*4• 2af�E; b em /� Zflo ! TUU TJW TOP CH M &NOTCH CLIP $ -- $TlIONI,1®ACit IR I DB IKS TA. TOP CHORD NO-NOTCH CLIP Tj- Kul alt7` I 4 -� T1, �' SPAGV.-S G 4e4ok ZIGI-O" �__r._- 1 , inn owe Nrau V tru•tll>t s I Iii b• �etr•c r.lr:d at say oah ti+�e before I deckiw� is perms&fitly attached I ' I j � Ii Q p i � ! 12 S i I S t7 �Z`r TJ W `rte Q I I 82 `I' w N _ _. - . ( 22 -rJ�. _ 1 ROVEC J!!1 12 1988 I iRAW,eo% • G. � C./ •��.��n��r_��f��i�1.1.��" i�.��..�..�..�� r .. -��.�rw.. M i : "o7 I I ' 9 C 15 C S C.r l ( Is C 34 TJ W S C l I s C2 NIL 2r - E B�-kG_ , t~•I N E 5 N o►J t�II- 1 _ ._..._... �_._._.._. .. ,.---. _. ...» I VIA Uj lu VVh 1 1 � 2��4 SP49 Buy-4. te`I' MFR) -1YPle-Al.. -T-HIS � 2��Q F_G C aL1.Y-4. �6-f mnz) -rfPIe_AL,_TNI6 -_ - R. . 10,975 'S 1 {9__ lL�►.t C� IND 7+�5 PI..Y 1�.1CY�U m _ -- J �( 1 1 6•�"�v 11� f l.s�l'�1 �+ EDCck. E•4�'1.. -/•!�.TH Ind'�ates continuous rows of wtrut bracing 6y manufacturing required for Isl;.+ ral UWORM DELOADS support g true* erection. ger sec-- _ ._ „ - 1 -- _ ..!.+re��r Pal; o,2*in .c. �n 19, t94� _ . _. ` tionit 5 b 1. sheet � f��1< details and LIVE LOAD 2► FSF y 17 /e_-�" 5 INC�IGA•TfC'S ��104.117 IF7 -"--` � N N. Gli. PSF tows- +gym±- i .n ,�.,; o r ' �„ c T t. ins actions. 9,20 LOAD I ro Lori Psi• ! HICM EmD OF OPEN—WEA F As ;ti F o� vR F ° y _ 61, '�' �.nnS'TS WILL @E Ir'AINTED +� TRUS JOIST ®' CORPORATION fyrld BY R. Indicates t'OntittlUQUSI 70ws of �.1� hrld in DRAWN CHECKED REVt�ED ORDER NO. B S BY DATE ItY DATE !IY GDATE . by .IV-�►...• S•• clecai? K .,,. �n Ichs•t �. _ ._.__. c�5 I Z►q,g� iJ��1r ,ro�, c:-�'� I.S,. � • Q�, • 1 -�1 ,� SS 114-1-483 . '9�Yrt�rialalllYfGla..w•• .,,,rN.«...+rrdm� ---',r.r,.........___.. • .`,...w ..G....,.._ ._.,......w.... �II�MN.Wiu.�.....m.....,......' ItI11�1111Jill I,IIIt11`t1t1111I1111t11tIII{1IIIII111III111I111{111I1I IIIIIIIII[IIIIIJill ItI11Ili IIli 11I111 111I111III1I111Jill I1Jill Jill It V III1I11111I,ItIIIll1111111IIIIII11 1 It IIIII III!II I ? _.. .. 41 5 f> 7 8 9 10 11 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO 1HE QUALITY OF THE ORIGINAL DRAWING. OE 62 9? 12 9? SZ t,? EZ ZZ le 02 61 HI 11 91 SI tt,l EI e II �I 6 9 1I I9 S 17 i tori r�IIIIIIIIIiII�U111uIlluthlttlltlUltltt�lII111111IIIIIINI{IIIIIIIINIII1111111Ifill{I11111111I1{IIIIIIIIIIIIIIIII�II�tIIIIII1111I111111111IIIIII{I!;I{{IiI!11tIlU{li{IfIIIUIIIIIIIIllIf111IIINIl11,INII;!N{IIIIII�lIL1.�1111111I11t111,llII1lIIlI UIIIIIII�IIIilllllill!IIIIIII111111111I1111I111.111111 MAY 1 9 0 1 � •rV v r i�,r1V 1./�i ViiV, i 11V LM.4•/i1•V _ � � -- �/ I B 1 N ' it N r��« q+& S�AC"•1c.-`moi Q �HOL• •' I q 2•I'�N __ _._--__ __ J', m1�7" --� ' !a T'(P�A L `�f'•t�C,!1J t L�..�,h!. ! I u -�Z cam' to ► I I 1 -41 l•0 C•CX} 1�'1.1� �xa1✓F l't - '� `�1�` M,a� ,�: I � � I .. � s w�a.�,.. C�.��.�. "� I ''j � .� � I .•,�;, '' � � 7_"� �pt��, Roo F� 0 I PAW/ l 1 J 6 tAt�.l Z14. Ict)4 t ESL�. L f3'( f'1>="!F:) '�'f-P. F IRT -- { 3 �yP/aG-ES a C I ;, � ) INFORM DE5iGN LOADS II { LI VE LOAD �� FSP IW H2 HIGH END OF OPEN--WE9 DILAD LOAD I p5p 0 - II J015TS WILL BE FAINTED ".`OTAi. LOAD 40 PSF RED BY MFR, } I I 1 ( I 1 ( ! I I �[474 +IF 3 FV, iNzA-wE� -V FOL Mk4,H- 42 no nor* thaw _ TJ trusses® may be 2cw'e Me.�' decking isrr achebefore pes>IR>nautly atttachid ' Fo9- P M I.•rr FZi;x F c r7�a rZT V M N Utu ►T'S --� i SEE. PTS- 'i til - C F-o9- 5 PE Vr'� N Vf- rI�N J J1 J 2 , I ^ , I � �CkJ � M,� i PtiF Gln. . ` ove R j I,,l P Iia-! 5Nv I►.�D K►F'f C F) L4- lLt, I 4;h" IV�iJSV�S.G�_a1¢s,. + l.t�. 2 a'.-236 2 I Indicates continuous rows of strut bracing N NEGti Nth by manufacturing required for lateral Y•I ....__._.�.___.�_- _ --.,. 'r -�y• I support during Cruse erection, See sec- y.�•� '-��: � _ 7!r �..-- t'7 Rif ,• �: � � �I , instructions.sheet � for details and W'"-. ,�fit er TV.04 e ( I - ' e � I-r W L�. f I �� a 0I >� I. I i 1 ? . ! t: � I SGT i I ti%1i'L, #4)" I 1 41 1i 1a J5 i J6 I� ' All •.,;. � � V - � J _. E.3�f, RT ( �� :� r' G.L. I I (�• n1 yG.l., / I T I g �{ mpjail j� J zi ?»Z.- i I 23. 4 2'S►- -1' 1 'ycd.IT Tp f - 1 �! AGw�N l.• 1 I I +1E�R OM1ECI I_T OVER I I `�B� ( �F ��I� Ll• I -� ( f�1Ml�lITMT[BNM."1 a I� IN TOP >4MD. PPORT I JbCi,iL11R "01D - FAQ o ,r � �l1 •2 J JI J zv-t4t,'y ::h 0 �'�' J I �G �Z c�6t , I SUIp►�OrC� ;: T/Ntl. �/V N. Cfell 0 --�@ ..: - I P ` I I lc �w r,l`I I 2 } f31.t:c; 4 I rr bo w s, ! I { I 11yN�; �Tf Y. C I;Trh1C.1 >4VCh iL_ TRJ+ a W Im of tJs. N f f tl /�(ZE.AS I Q C,0Ff'IT ` rahk�►J Uf�l F-I �": owjm mows OPEN WEE .YNS moo* M (3) 1 apM.�. ff Z, Rf� 'AFF IT�- �z)300 K 11F !�wlNc; ar c►a7R aVF:R ?� C`�t/�PC►J L � I kJad L C`�Eri� "�.�J I " `SdpPop!r o4�aEt nlo�, wan'eIE�►�IN lrm of I IIY (Ci►VMAIXJIR '3TlXJ tAMR1T1 s;: ,J©I�y"f�s, I I SI�f'FbRT FRars �- I (MIN) Q 1 Gp rn!• LCOJ, ''2 2%.- 0#1 EDCA! SY .� Q n f l0 C "�ZI14h I f t CONTW TOR TO "LS ..t I j✓Z �t I V .__ '. '` - U, " ` Y. SF M MPO, w Ivo END f '' _ DISTANCE "X /y/ ►y 1 �y� �Tg `2�4 RL,9f�tS Ctill4ly POMTS.7. M �-� � �M`O r 3 J ! I3 H I _. ._.._ .dQ1.�, �iSTJANG N' IS QUAL 13 HI M � . - CAMBER C c ''RLISS T4 SI.IPf`UR T DE'TAIE. tz ApoflL `� ( su otetf:�fTi(7N1 �xrrTOM CHORa tlaa 9E RiNG pr►�Tlnows ' - I - ARtkt; T+Aj' j , T3 6-UL0 W1 I ;r+ ;Aps J�T'l,1 i t f v 4`�1 n 1 ��.`Z ' R► 4Z- I 53" I DAY REVISED, ATE ORDER NO. Rus coir C1 DRAWN CHECKS 1 � v DACE _ — D ... 3H O er_ By er L1 r. 1= 61 C I✓ �` l� �_.. .-_ _ G Z -7 �...,._._._._•_____ ._._ ----� ._.___-__...._._.._._.._._._� _ ---- gS•�til . • - � 111 11t III III III III III III 1111111 !i' tll III III III III III III III III III III III III III III 111 111 III Ijl 111 III III III 111 III III 111 ' 111 III III III III III III 111 1111111 ' 2 3 1 5 6 7 8 9 10 11 12 NOTE: If 1H IS M ICROF I LMEU - _ — -.—_---_._-._ __.__. _ __ - _-__�-_�•.�z--.> _ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO THE QUAI-11-Y OF THE ORIGINAL DRAWING. _ -- OE 62 8?_ LZ 92 SZ DZ EZ 22 12 OZ fil HI LI 91 til bt EI 7,1 II 01 6 IH LI I9 S h E. rIIIIIIIIIIIIIIINIUIII!IIIIIIIIIuIIIIIIIIIIIIIIIIIIIII111111IIII111111I11l1111NIIIIII1111IIIIIIIIIIIIIIIIIfIl11111I1111I111111111I111111111I1illlll!;III11I1111I111111111IIIIIIIIIIIIIIIIIIIIIIiiiIIIIIIIIIIIIIIII IlllllllllWllLIUl11�I�Ill111IIIIlIII11IIIIlIIIIIIIIIlII1lIIIlif11111IIIlIIIIIIIlll1 MAY 1 90 19 TRW4 JOIST ! 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MEAT PREP ` � I DETAILS SH.2 EX H A O!J Fo i2, i n1FAr IFil( LL.0 ..I r<E kOusF I ! i I I I I I 10 F-xWAUsr - - HUl1(� I PAN OROUFLI I ExNAU'�T FOIL � 4.5 Val I � , 20 Y w �, •40 I � "' � l._. .� �Y LL a ( � I I - I I ! - vj/o a to Imo(Fm NI EAT C(WUl�1( ( I I _ _. — ._ __ C'I uy I I W I { I ITvP Io r�L51 ( I 1 — ijdl w w I I -7• I-- �- - ►- 19c�' 45" cUR»Eu I ' -I I I I I I I ' I ! ' I + CHECKING hf'f U IAIG FOR ✓comp R001A sz'/2" �Lo_u 1 I I I I " ) � o OUTSIO Ale . 7 CURBED OPFN ILL) w FOR F_xlAUST FAA w (BYOTI+FIIS.) I I I I I I RE7 WK GA`a UNIT Ii(ATL`R I Z O r xi ! XL-75-3. 7S Mb4 Ikl 5N Z I I I I ! I I I ! I I I I I ! — _-.- 1- `r io a a cc 58-q nnt�N Our. 7C� IIaS. I I - zo"0 I I I I I -�o" m i ! I ! I ,� �, 5-0V TD 5"(A VENT TIII I). r. j ( ! ! ( ! I I tIIJULIt 1'() ►. L.re•'IV.G) . I ! I GENERAL &4 LES ; -- - - �� I+��sTlum � SL)-40c) DUCT I I I I I I I i I - ' , •_, r tJfjlulaCE , 400 Ip -INPUT ( I I I I I I w/Zq VOLT r144W• .500Ib-jj I ( I I ! 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DRAW 1 NG. -- 0e 6Z 82 LZ 9Z SZ bZ EZ ZZ IZ 02 61 91 LI 91 SI bl FI ?1 11 01 6 I9 , L 9 S b F Z I"•1Di ,minnlnnlunhnllnnlnnlnNluulH'IIIIIlII11111111III11III1111111IIlIIIUIIIIIIIIII'IIIIIIIIIIIIIIIIIIIIIIIIrIhILIIIIIIIIIIlIIIIIIIIHIIIIIIIlIIIIIIIIIIIIIIItIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlII11�II11IUI1I111JA11111IIIlII11�.WIIIIIlIl1lIIIWIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIUIIII►I MAY 1 , 1990 i REVISION I JEMU-AIlL% 100 AR EXH FAU LO ItWF S70 ,C01K0 .Z 70 va 111bt Y11WAA1 067L CLb. EXN, FAU 8" 0 VEMT 1 SIU AMD 011t- L'Y FI FL .) L I')0 CFN► c slu. /u tfs IV? r 5 "-3L-L CW 10 FAW I CFM (WALL LIIU. 0YHELECT.) Wall EGbCAATE EXN. Z4'vZ4° E66CYATE EXH. - ` ,L/"3ENA!-AIR K100 CR EXN_ FAM �i FS"m V(Em 6A LL C WALL MJ "+/8"AL" GRILL @ CLb. w/ 14 x 14' ' @ RMF 1200 C_.F M. Y-3 W EXHAUSTLIU(.T UP TN:;U I 1113VOLri I/ LUIb�.0 �Iwj 1 EXH. L1UCT OF TNQU 8001' ��-- � v1;Y_ � � . 50 U:M TC ExH. FAN / i )OF TU "14.FAM ELELTLY U 6. - ) f R.A. 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DUCT - �� I _ 31-1- VAR,I F_5 5.A '< 1 _ L - �' I I 1/ V I I N; / mi OUT511�E YUALL. 10'x�" 120111(3.Alli.DUCT AIR SPALL - '' TAbLE I(IC)C) Ci N1 L.A. 1�IFF USE .;�I?Dr' W/I0x1O @ CLb. E IOVIL)DaJ ---'`' ' 11rz O NEJGIiT VAILIES, �l>�E IS"x RE UW 1500 C.Frr'I 0) GY OTNEV=, T(S I2." Fk FIN, FLR `"'/aCIL/J. _ [7z:] a' x �.Z' R.A. DUCT PLEA`jF_ VERIFY � L`YZZ QNE1J1111t\1;," uCY)SEUECKC'IZF. 1 8'-O' x3' 6" ST.STL. UJOKIUL Ii0UU. SIM. M TIGHT AGAIUST WHIT. i LL.(s. b'•O"L)ELI 114000W/ 1404 16GA. WELUCU GKEALE f7k4AUsr Dl1Cr OP TU EXH. S=AC) _ 4' v ZA" C.D. t IAY Ihl )4-WAY (9 R(X)F VOLT. 200 1b;, ( X.E STD.UETi)IIL _ _ _-- 1(,C]U CFNI�w I�+• w" Uucr /JEMki-AtK • �aq BtzTt1. EA". Eau¢ RF HEIGHT VAKIE�, SEAL�1UPC)F CASE, �r; a 11 IJP TO MACE LI AItL UNIT GA1 RF_ t•F1-141"0 S.A. PLEASE VEII.IFY AlJ_ .,IDF� /CLAUSUKE 51NI. TU DELI FAN . CUNAI TU 14'r 14" EXH. STRIP. —`- DUCT( t1UUCFN► 1 YL IP IIS VOLT/ 1 /-+UL,T. Im IVS. DIFF Li&L `Z' r- ' U-IAMPION OD-MAKE UP AIK UNITC"RF. C 3V.) 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