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TO - THE QUALITY OF THE Of,I�_ INAL DRAW INr;. £ Z 9Z LZ Z �Z Tulilillil Z Z TZ Z 6T T T l T 6�i �l 7I TI t 8 8 L 9 9 t £ Z T M � i►iiliii���i►il�►i� ii iiiil�i�i �iiiliii� i�►�l►ii� iiiilii�� �iiilii����, ,���l�i i�iil�iii i�iiliiiil��iil��fi{�ai�l��,� iinl„�� „ ►I,��� ii<<I��ii �iiil�i�i �i��liiiiiiiiliiu iiiil�iiiitiiliii��ii�il�iii �iiil�i►i �i�il���ii�i�liii� iiii�iiii JUNE 25 19 9 0 ; I { • ,S 1 DESIGN A FASRICATIOH DATA Design and fabrication meets v,ith "Nation I sign Speet- t, a fications for Stress-Grade lumber and It, Fastenings" by !)07(24'T :i, ......�_..a �. . . :�. ....... ; ._.. /L. . , 4 �► �� a _ �� National lumber Manufacturers Association (latest revs- ' '>1' 4' '�1 r Von); "Timber Construction Standards" by American Institute of Timber Constructior (latest revision) 'and "Design Specl- v AUTOMATED BUILDING COMPONENTS, INC. ficatigns for Light Metal Plate Connected Wood Trusses" A Miarno THE GANGw NA10 TRUSS FlorW by Truss Plate Institute (latest revision). S "r I T t,E_S 16NEL� BY DATA co DE •GANG • NAIL HARDWARE ` Z '4' � --� �' �-, �..... � �*- L �(�' Tom•--to'� E N G 1 N E'ER DRAWN By P VE r)IRAWiNG NUMBER Sts�apad tree �i�. ealvealzpd �-- ' Manufactered and etrppiled br Aetemated eeiidin Regi S t . N0 . 4- "' 31 RrvisEr, �� v Miami , Fler ids. Instal I Psng-11111111 �, �� C.�►--_� � - 2�- tom � %'— Co�'i? � co�poeents, loc. . state �C har,dware an beth sides of trussMPM lase. Com, d DESIGN 'CRITERIA LUMBER SPECIFICATIONS TOP CHORD - LLVi ~load Z.J p• _. f. TOP CHORD: �• 01Z ts_CVLJICI�� ,Qead ,load _ BOTTOM CHO R O - L i v s L0�1<-d, - p. s. f . Used Load = 1s2 p. s. f . BOTTOM CHORO . s f Z��'- d, �, cam, r' _ �.,.&J TOTAL DESIGN LOAD `- ( `-'S.� � � �• .,-� 'CV -47, _, � ---�.�. "' ---- -- - - ----------- - I------ - - Trussed Rafter Spacing = MESS; Design at �rj Unit stress increase for short time loading �K w y 10 "This drawing and;or do`a sheet, and the con- ��2 '2 �� ����" ,� 2r ' fidentiai proprietary information thereon is the 4 --- ope f Automated Building Components, .00 Inc., and is not to be reproduced or copied in L^ �""" CP whole or in part, or used for unauthorized man- A , ufacturing or in any other exploitation of the _ __ "f" tQ _ item disclosed therein, or in any other way dis- -w» .- � �+ u I r closed or used for furnishing information to others. United Stares Patent Number 2,877,520 � �►Gti-� M�'� �`'����-�-��+�`�-" -_ � t covers Gong-Nail joint disclosed in this and related drawings-and/or data sheets". " C> '' NOTE. ( 1 ) Position plates symmetrically about ' the joint unless otherwise dimensions are shown. " ( 2 ) This "o" symbol indicate: the position of " � plate in relation to wood members. ( 3 ) When • i s unit consists of more than one truss, fabricate 0 :. ►L-�.-•. 'sT''��`��"'°'S '' �"" '�` `each truss separately, then nail or bolt them �, ®re on CORP. together as specified. Y• - • • _ - Aev„tp APPROVt0 8965 S. W. BURNHAM AVE. ' TIGAR�D, OREGON ME 9-1141 D f {rr `• r ` °, 7 •• h.. ': i '.. � '"�� w�{'►yam• �y�} .t �,._, ._..,. ... �� �N SAN g �, c,►..� 4l ri 64 � q _ ..._..• � fa - s .. « }v w .}+1..,. ,' SdYfr4 i� ` wa.. ,, -. .�. " .r. • / V _ �r�T�. -..I'T 1 C. L le ,. 02. Tr too r{ 1 i k. _ .fie c u •p,. �t J' ry :mow - I I I I I I I I I I I I I I I I I I + I I I II I I 1 � I ' � � � I I II I l l l l l l l l l i l l l IIIIIIIIiJillVIII II I IIII II1 � I Illllill � � Il � lilill � � IIII � � � � � II :�. .) � f'ipII I ( I IiI I � IIIIIIII .� NOTE : IF THIS M IC;ROF I LME0 1 2 4 5 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE OPIGINAL g Z G Z Z 4 Z Z Z Z T Z Z 6 i T L I I i t E t T Fa g L S DRAWING. - - { III IIII IIII IIII IIII IIII l,ll 1111 IIIIIIII IIII IIII IIII Illi IIII IIII IIII IIII MIII Illl IIII IIII IIII IIII Illl lill�� ���,LI IIII IIII IIII 111111111111-Ill li�l lilt IIII IIII IIII illi illi IIII IIII IIII IIII IIII IIII IIII IIII 1111 11M 12111111111111111111111111111111�, �1►rill i a JUN 990 a a .,,,rr,,,,. 1 � f �r. . `�� t•.. ri {� _� DESIGN & FABRICATION DATA '� _ t:.�t :--t�•- -fit 1�Y50�30C II -� 1• � t��_ �„' s^' 1. ���� _ � ,� -._ -- Desifln and fabrication meets with "Notional Design Speci- 4 fications for Stress-Grade Lumber nno Its Fastenings by % O I�Zit ( National lumber Manufacturers Association (latest revi- rS siren); "Timber Construction Standards" by American Institute of Timber Construction (latest revision) and ''Design Speci- A,UTOMATED BUILDING COMPONENTS INC. � fications for light Metal Plate Connected Wood Trusses" • S by Trus Plate Institute (latest revision). Miami THE GANG-NAILS TRUSS Florida 4 1 ° CALV IN JURE IT "�sT__1 t IGNED °v °"�E `°"� GANG - NAIL HARDWARE a ' E N 6 I N E ER �x t-% �'' f:� -- cv - Gam ?''�-�1 - � �� �. DRAWN HY f� URAWING NuPASFF1 - --- .fl_. Stamped f role �c C;.,�:.. • 6a i van i zed Steel : / Z \ -7 Regist • Na . -�Y,�I � 4 � Manufactured and supplied by Automated Building RIEVISzo Components, Inc. , Miami , Florida. Install Bang-'Neil � tllt0 9)- Com hardware on both .sides of truss face. I�- DESIGN CRITERIA LUMBER SPECIFICATIONS � TOP CAGNO - Lisa Lsad 'i;gp p..s. f. TOP CHORD: � # Dead- Utas = 3 q.S.t. CR -Z xIE5 BOTTOM CHORD - Live, Load = --- cif L C;r:"S :ft — p.s. f . Deed Load = I © p. s. f. BOTTOM CHORD: TOTAL DES 1011 LOAD = -44o' '�'X`� Trusted Rafter Spacing = C,'C o Design e : 2�7 ��, unit stress increase C _ZV9 t f or short time loading CAI .. Y "This drawing and,/or data shfiet, and the con- '`:��:.�•-t=a- \ '� = (e�G.�C.1� � fidential proprietary information thereon is the property of 4tomated Building Components, Inc., and is n t to be reproduced or copied in + / �• p whole or in part, or used for unauthorized man- ufacturing or in any other exploitation of the ' item disclosed therein or in any other way dis- 1closed or used for furnishing information to {* � � � n!J CORP. others, United Stares Patent Number 2,877,520 covers Gang-Nail joint disclosed in this and 8905 S. W.. BURNHAM AVE. related drawings and/or data sheets". TIGARL, OREGON ME 9-1141 NOTE. ( 1 ) Positidn plates symmetrically about = the joint unless otherwise dimensions are shown. ( 2 ) This "o" symbol indicates the position of plate in relation to wood members. ( 3 ) When 04 members. i unit consists if more than one truss, fabricate l,x4o,j• each truss separately, then nail or bolt them together as specified. CJI k �Ir r 1 it REtilr/E0 APPROVED ryy � .:. �. G� 14.-�a.�c 1 to i►� D 1�,..�.'Z"'�,� ...(-�,P G�Q t�'t'a IF a y � � I q 4-•c"714-- N x�o I Y �, o ' $ i> f- ' � .� � � l9. � •�- 4 � _ � Cao �, � _N c •fit C�('�, i • n }, h • 1 T �"j.-�►QQ� _yy��J yrs �i �' 14- T ' y • 14 • 2a Q /10 43 f,14 , • i 47, ., t Illllllllllllllllllllllllllllllllrilllllllllillllllliillilllillll � iiiiiiiiiiiiiiiiiliiiiiilii � li � ( ,� illiiiiiiililiiili � ,. . - 0;: I , I I.•.I � I I" . I I. . 1 4 �J � 10 11 • NOTE .. IF THIS MICROFILMED AWING IS LESS CLEAR THAN _ 2 5 1? THIS NOTICE , Jr IS DUE TOTHE DRAWING.QAL IT'( OF THE ORIGINAL £ Z 8 Z .G Z ) Z _ 4 Z Z S Z Z T Z Z B T T----- G I 9__—. L E Z Ia.' ],I rl� I •rr I I -� _ ._ .. ... q �^ DESIGN A FKBRICATION DATA _ Design and fabrication meets with "National Design Speci- W T-E-•+ �" r, C--�► 1�-•-��. c� J la—: h.� Q r.,,.V� fications for Stress-".rade Lumber and Its Fastenings" by National Lumber Manufacturers Association (latest revi- sion) ; "Timber Construction Standards" by American Institute AUTOMATED � � DING COMPONENTS, of Timber Construction (latest revision) and "Design Speci„ � � z_� i •�� ��U L CO PONENTS, INC, g� ficotions for li ht Metal PIatE Connected Woad Trusses 1 � � ` irMiami THE GANG-NAIL TRUSS Floriet by Truss Plate (mtitute (latest revision)• C,1 . CA !, YiM 1tfREIT ' g►�Ner� ICY [ ATF coDE� .�•� `'� - - CoI:> _ GANGwNAIL HARDW*RE v � r✓1 �.. �� �Ew61MEER •---- —�—�-- -OF+ABY �QV L) f)fiAWING NUMF3E ►� St� from / 4-' ��� Relvoni ,aSteel : � 3. Reg iSt .�No . e4�1t ! �Ji1V C Man',. il:ctured and supplied by Automated Building G �ev�sen �.�Roveu 'r✓'' ���p�� Components, Inc. , Miaml , Florida. Install Bang-Nall �C.. 423 Z- 2Cd�o 2.Cor.a� State C�t� CaQ� hirdaare on both sides of trues face. DESIGN CRITERIA LUMBER SPECIFICATIONS r , TIP CHORD -- Live toad � 'Z;5 p. s. f. TOP CHORD: G�i,►.leT92LJC-7-10 ►_J C.�.--7��.q5—r 0eCq � t•.� Dead Lead p P. S.. s" f. C42��4� �"' � �?rZ �©II..1 ,d.�.� . Aw Bo t xo�r f:NORo � Live Load � �_-.- p. s. r . ..., � Dead teed - j p. :. r . BOTTOM CHORD: 1t..�- � Q tZie �, I G' �--1 2 . 101 Al or:s l est LOAD �,,, = -4-0 p_ s - 1 . '' ,cd- raC��.1 C �•t��--' �-t t<, C��•. ��s� . 1Z Trusted• Raf ter Spacing •-�Q C C WEBS: _ C=C?��T'. Q t2 '�T(�. �.Op.�v"'1 rz.�G, I Cr,�►...1 i D. OgslIn ' Pt 1,5o 12/0 Unit stress increase ��y��— t ���� �`1 Q G7 firs C�7 c..�/�.�... v, for Short 00e loading ' "This drawing and/cw data sheet, and the con- '` fidenfibl proprietary information thereon is the property of Automated Building Components, h P P b-i �.• : t✓1 /.�► �C 11'r1 �..I y� t�I�i l.. �.....C.i �--t Q. 4 21;= E?3-=- G.?"-( �/ �1/.��►l l.�► t'.l Inc., a d is not to be re rods cod or copied in f`.l vrhole•or in part, or used for unauthorized man- J - ,Q . ��-- ufactuting or in any other exploitation of the / 10 5� /� - item disclosed fherein, or in any other way dis- closed or used for furnishing information to others. United States Pat2nt Number 2,877,520 covers Gang-Nail joint disclosed in this and related drawings and/cir data sheets". NOTE: ( 1 ) Position plates symmetrically about t ie joint unless otherwise dimensions are shown. E:QQ r.J /__X=EF QC_,( T—I 4CD►..,J ( 2 ) This "o" symbol indicates the position of _ plate in relation to wcod mernbers. ( 3 ) When Q,•J 7-14t�� �% 1.4 � E _T— unit consists of more than one truss, fabricate �vCl3'7 7 each truss separately, then nail or bolt them together as specified. EE n Atv0et0 Ap"1tovst0 Aire m r } CORP. 8935 S. VV. BURNHAM AVE. TIGARD, OREGON ME 9-1141 CIO 60 r 5 -2 (�, I C_, t-4 I -OKI C.-7 1 Int — "1 •. r N/� M FI - �� a C -47 9 01 C ; 15X Coc; C .�e4-OD C. '4 eJOGD No U I �► G' 4► ©4f N , 2.•c4 �-- t .. ; 'Z,c�-c:.�7� 2x4- TIZ&"'I'e;./, V ^ T 2 j G> A T' 4-79G � r 4 bQQ y -r' 2�c?Q � T' auk V J i w _ J cA•.-i _ '.S 3 Aft Ca 1-i --..Ic 'S 2- Q _c)41(1 0 - I � M ' a a , • ... ,�� ,rn " - ,, r •^ � III •Ili Il , , I , , I , il , Il , , I , , l , , ll , 1 , �)° i Il , III il ) II , ill Il , iii iii II ; iii iii i i i i i iii i iii 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 ( r , �.�.�.-.x.�._ . �,,,, ,.��..�._, ._� �. ! NOTE . . IF THIS MICROFILMED 1 2 4 5 DRAWING IS II CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL �- �^-- -" — --- �— -- ------ `- -- -- £ 9 DRAWING. � I I , Illllllllillllllllllllllllll IIII llllllll llllllll IIIIIIII IIIIIIIIIlII IIII IIIIIIII IIII IIII1111111111111� -���!� Illl�llllllil Iillllll.Ilfi�I �Ul� lllllf� llllll II I II II IIII IIII II.I IIII IIII IIII IIII IIII IIII Illi IIII IIII fill Illi IIII IIII IIII IIII IIII fill IIII IIII . i _. 11 .•�- ..... ... ..._...........,...._ ...._...,..._...�....._-.. �_.-....-....�...�..�...._..�._...-.,_..--.-....._-.,,.�.,,.._.--........�r�,.,..,.......... ...�...._._...........,...-...�. ..._,._ _-••�.,,.�u..........-...._.._......_.._........._...�_.._-.�.�.— .-. .,�..�.�w,�► .r .- ...._.«_. �,._.- -,.ter..-.... _•,,,�,..,,.. ,.-.._ 4 L `% j UN I�bfZnr� i t„p G CO oe 19 4 E:Drn oN UVB [--(AD R00f= �t CSD SWT<Y 26*/c' MAP WAID, To P RNA 50+1- ---- �, r<.r----rrz � f �"OOTtpJ Cay ��'c�Wp/�-�tl d�� 25� �1 � �, L�4Y•5 .- tl�{��n�.11,Es � f� t,-L)Tj (;Q x �At.)`.:.71 CJ �J �,t P-k oi1M�G I►J t ,� I - MI�} . ;Z4- ,4R, STA660K >o< ^• t ►Rom __...... . .`'.'a « JEART�-1iP. 2" L.L, WA M„► WALL3, 4� (7D LUWIF!�ER26 171 I I 5TUG4, JOIS'�", . 1. DC+I�ikS A�. Ccj�4�7'-e)CMOM GR S0AW& I I I ► k t2 Ftp M! pENDJOAG 'T' /I►,LL_ �tiNy��. I �W c�NC- e Locx \ '�l o 1 � ( r 4r o � 1 Q H A \y 4 _. Jim L4 ,�, ► i i J I � 1 - _ ------ - '� 7 O f y2 i 4' V-A,,✓. pt-or-w, a^eVa v -z 4 I � 1 I 1 Fl-CIC-AZ V L. MV- C�-7. ��. --w cy I 10, La it7(�d `4 PT S fTL Y'�2 tit�ev 4.0 Lu OL /001V 01 al LIJ CONSTRUCTION AV-4 EFOR CITY OI ' TIG,ARM _ _ DATE - ['Y i2cc,.s7 _ TI-TL.E-- , _._.r.l LI-e... ill III ili i � � ili ili ;li ili ili ilil , l � •� i ili Ili ill ili III ii1 Ili � � il� �l� IIS i i 'l� � I � ili 1111 2 i i ► 1i4 �.. � . NOTE: IF THIS MICROFILMED I ��� _� I � 1 V 1 1 1 DRAWING I —_-- -L— I SLESS CLEAR THAN -� THIS NOTICE, TT IS DUE TO _ THE QUALITY OF THE ORIGINAI- -- DRAWING. 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Ilil llllllllilll llil lllillllllllllllllllllillllll��, ��illlll llllllllllllllllll{I Iii 11111 Illl�llll llif 1111 1111 illlllllll�llllll 1111 lllllilll�llllllllllllll �lllllll�llllll,illllill� l{II Iill s rr _ .M 1 I 1 • _ I a ' I I 1 � , r I FG i w ILII T ` r 4 LF w O To T L cr- G lCFrn cSi> L n \ I 'T0 -r Comte _ It o, o © C) c �m oc)o ' l ( 1 E N Ii o X"\ -A "N, 2.4 F*c G 2 f T'Q ve 4$ r,3,rare v ,1 i� � i �\\ � M GAt''C.� •ai �'rr•1 �sAtt�lll, � ¢ �..� f�at� r�.Ea I f 21G gF1P$R i �•• _.__________. _ .__ . . ._ _ ..._.__._-}- . . _ . r____moi __.._ - �=-"� { 1 . I i 1 I � I x 14 �s VENT 1 `y ! + J 9. ' r i t3 kj e.-r S x s I i w+ x l*i k o Gr y 413 e. d ■ 11 ' �. �' y..... r._..._•.�w._...-..� Y = !hY'� or------WW- P, :•:..fir......., -..... 1111i�i ililili i�ili�i i��li i ��ilili ilil► , ili,��� ililili ��ilili dill i ililili hili i il�lil , lil , , , �lili�i�ilil � i JL a] ! �I NOTE. IF THIS MICROFILMED l 1 � _ _ _ _ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TOTHE QUALITY OF THL CRIGINAL E Z 8Z L Z Z �Z Z Z Z TZ Z 8� 8[ I LT i t t £il --��[ 8 $ j L 8 Q ► £ L T �, M I I i DRAWING. ,�I���� ��I�I�, ��li��� III,II►II ►1,II111� ��I�I�III�,, ►��,�� Illllilllill►fl,lll►ISI,I�, �II�I���� ,� �i�„ ,I��Illlllll�l�ll► , li,illllllll�lll�lllli��l{II�IIIIIIII,��IIII► ���Ili�i� ���il���� ����I���� ��►�li�ll �Ill�il�iJ,;2 11$ 1 C Illl ����l�ii� llll �II ►I��I ��� �� �I� � JUNE 25 ) 1 990 K I ! Specifications for laminated beams in the Village Square addition, supplied by TrassFab, Inc. FLOOR BEAM: 9" x 22-3/4" ROOF BEAM: 5-4/4" x 17-T/&" These beams for figured on the basis of 100 lbs, of live load on the floors and 25 lbs,, of live load on the roof# 2600 fibre stress, wr�...•A+�!1E''` t fiA:' • �7 4,.0'.0 -. .. • _._.,.._.-. ����. � .. -...r a . �. -. .,,..,,�. .,. 1w �041 I �10 - iliiliili � liili � liiliiliil � � liili � iil � iliiliil � � l � � liiliil � � liil ! ilisiiliiliiliil > > I � � li � liii � i � i � � ii � i � � i � i � i � � ii � i � � � i � i � ii � NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN _ -- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL g Z $Z L Z Z 4 Z Z Z Z I Z Z 6 T �: T T i r - T 111 6 : 8 L 9 9 DRAWING. J U 990 N 20 .Illi �Il� illlllll ���� �{�� ���� ���� lIIII{{L L{II {III ILII ��{! IIII IIIIIIII ���� IIIIILIIIIIIIIII ���� IIII IIII,{ ��►,(l ILII1119111, Ila � Illi ilii Illi IIII IIII illi IIIIIII► illl Ilii IIII IiIIIIIIIillllllllllllllllllllllllllllll (III IIII ; OWL._. �.�.-..w„ - -.;W -w,wu..,.,,h -- ;r:�w..-,uw;.,..-�.4a{,iil.a.�s • -•- - - ----. _---_ _. ._ 'L..r....--- - - --- -'-- --•._..�..___.... ._. �__ -. . .__ .._.--- ..a..__._s _.... - -..._._._"'_------ - -. r.e----_,... -" -- - -- - __._. 6 /13 ! MM s� G f� -.1, 441L..s i i i i iii I 2 NOTE : IF THIS MICROFILMED "� DRAWING IS LESS CLEAR THAN - i� -- —�L-- -- - -- - _1 _ 1. 1 1 THIS NOTICE , IT IS DUE TO THE QUALITY �OF THE. ORIGINAL DRAWING. JUN 25 ) . 1990 ��-�,�� i 111111111111lII IIFI fail 11�i ti11 IIII IIII IIII IIII IIII ll!! 11111111 !1!f IIII IIII lfll Illi IIII IIII IIII llfl lilt 111f IIII IIII Illi ill! IIII IIII. Ifillllillllllll IIIIIIII IIII 11111111111111111111 IIII IIII illlllll 1111 IIII fililill IIII ilii IIII IIII IIIi��� ��1� ill i Ar mi 17 �4 .� • W .ny'' •—.w�.. w .__. l._� .v .... �...6.r� ` ..� .w tt'.Y ' . .►.�.a-•'� .�Iw....0 �+ w �_ "T'_�6.�A� -.. _... 10 wli i _..i�.S.��' _. .n. ....._.._«.. _. •—_. .�........_,��� ......iu..rw.r.�.YY.r__.s._�� ..... _.`....�i.� - ._.._ �� MARK O. HATFIELD PLANS REVIEW DIVISION OOV■IINOII I ROOM 342• STAT! OI►ICK OUILDMO e POIITLANr7 57201 STATE OF OREGON c ' OFFICE OF STATE FIRE MARSHAL 668 CHURCH STREET N.E. SALEM 9731 o June .,.r. Clive Kienl e ka326 ". ad. 41fred Portland, �-r gon Re: Thevi , 1�+, :~ " gaare, : i':' , .3.auty chool ( Stan Adkins, owcier The (preliminary plans /-7) (working; drawings o) ( and specifications L/) Jated _b 1� for the above noted project were received in, this office on. x.;,/111 : and have been reviewed for conformity with current fire safety regulations of this office governing v.d'Jca, io,,al �Q, occupancies . Enclosed please find a list of fire and life safety requirements on which items )�, ,, 1 . "J, 11. 1 j . li.; , .�, lb .�13 have been checked. These items are applicable to the class of occupancy as noted. In our examination of the construction documents we have not found provisions for their inclusion. These and any special provisions which follow must be incorporated in the project to meet current standards for life safety from fire, is 1, is req to tc; . �:,at tr';e a"oll.ov4i v, items be incur:)orate i in t, ,r- e�s,yr,r 1 . A :haft stop of to o,)rove; ia-er,itol , each 1JUU -,q-,iar- f, t, , -:lie -,)acs; ;.;etvrecn t, .O, f:►.rs-t fiver ceilin. . n thy:: floor al.;ove as req'iLre ' b'y ec u-i..ur �1u3 of the 196 ti. ''. C 2, i'.n C;n';)roved shat of �u 'tl.v�� be iris +.aIle oatsi e the i:,iii1dini to the gas supply line, ,ontemalated . i-._ accord- , Ce All _ . act ion 808 of the 19611 J, Bo. c'. 30 fur ace -or boiler room -or Sectio­ 808, 1964 ►t, C. let-v. ac -ler g _,ai isr ac.cc;easai le as per �'ectio: 3.301 , 1�6ti C IS 5. An aporoved oressure reli<- f valy--. i.ustaj led on the hot 'hater heater. UP 6. 4n occupancy Eivi•-ion wall separating the exi sti.. g b!i1l,dir..g from the proposed ad. i 1ti.o!: to acco re ance %I th T;4 �-1a 5- of the 1964 J. b. C. _ Please notify this office when these noted modifications and/or additions have been incorporated into dour project plans. Very truly yours, pi - TRE TOR _'.� ` hJ1cohNft C. WALTER STICKIJEY � �State Fire Marshal . pLAN, ��,������ OF1 ARTMENT UR . PLAN. By ONING �` JUN 22 1966 I. ort?, iri t ;z�, Lk!0!.1ty UILDINr LESALor 01 _ �� DECEIVED cc : .1 a ingt-,n (.,ty. 1 _, Dept* ------- Do n Morley , W r r r iii i � � i � i � i � i i � ili � � i � i � ili � � ili � � � � ilr � 1111111 1111111 � � iii � i 1111111 � � i � ili 11111 i i ! i ilt i ! i � � � il � iili i ! i i i i i iii iii i ! i iii i i i � i i � i � i � i i i i i i i i i i i _ • .� .. .._ . 1 � � ► � � � ! ► � � I SII . ,; , NOTA . IF THIS MICROFILMED ( ( I I 1 � 4 � 1 1 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO TME QUALITY OF THE ORIGINAL Z Z L Z Z Q Z Z Z Z I Z Z 6 I I .� T Q I T E t t - t i-- L -- 6 Q L >N _. DRAWING. IIII fill I i • �1 ! I�IIII III IIIIIIII till IIIIIIii IIIIIIII IfIIIIIIIlIIIIIIIIII IIII IIiiIIliIIIIIIII IIILlIII IIIII�'���j!L1III! IIIIIIII IIIIIlli1�1 �I !iI( f�tlll� IIII i!!I IIIIINII li�l IIII64, 111( 11(1IIII !�ll Illi IIIIIIUilli1111IIIIIIIIIIII �iIIIIIIIIIIIIIi Iill IIII JUN 990 ,._ -.moi. ,.� t:.,. •.T� . .�,«....--. .- ' r .. Moo- � . OFFICE OF STATE FIRE MARSHAL EDUCATIONAL OCCUPANCIES CHECK LIST 1JF FIRE AND LIFE SAFETY REGULATIONS ( } 1 . Due to the building' s height , it must be fire resistive (Type I or Type 11 ) construction throughout . (✓) 2. All interior construction must be of the type acid quality which will meet the requirements for a one-hour fire resistance rating. ( ) 3. Attic areas must be subdivided into sections of not greater than 2,500 square feet in area (nominal ) by draft-stop partitiuns having a one-half hour fire resistance rating . ( ) 4. All interior openings in corridor walls must be served by doors having fire resistive characteristics equal to 1 3/4-inch thick solid core wood doors , except where fire door assemblies are required . Relights in corridor walls must be of wired-glass set ir, fixed (metal ) framing . ( ) 5 . The access ways into vertical. shafts , e.g . stairways , trash and linen chutes , elevator shafts , etc . , must be served by self-closing and latching Class B fire door assemblies . (�) 6. Where piercing of blocks , fire stops , plates or other framing members � g is necessary to accommodate utility runs , i . e. piping , electrical race- ways , ventilation ducts , etc . when work is completed the openings must be fully packed or properly sealed to provide a barrier to the passage of fire equal to that of the framing member before it was pierced . 7. All interior finish (wall and ceiling surfaces ) of corridors , must have a flame spread rating of not to exceed 75 (Class II ) determiners in ac- cordance wi-.h NFPA Standard No. 255 . In classrooms , offf.r; ras , auditoriums , etc . materials having a flame spread rating of up to 2.213 ((.-:Aass ITI ) may be used . ( � ) 8. Combustible acoustical material must be securely installed with metallic holders , stapled , screws or similar fasteners or with a heat resistant adhesive capable of withstanding 10000 F . for orae-half hour. 00 9 . All curtains , draperies , shades and similar furnishings must be composed of noncombustible materials or must be rendered and maintained flarneproof . ( } 10 . Exits must be so located that, it will not be necessary to travel more than 150-- feet , measured along the line of travel , from any point within the building to reach the nearest exit . 1 (� ) 11 . Corridors must be not less than six feet in clear width . Room doors or locker doors swinging into corridors must not at any point in the arc of their swing reduce the clear effective width of the corridor to less -than six feet , nor may drinking fountains or other equipment fixed or movable be so placed as to obstruct the required minimum six foot width. -V--i7w ,.S . i. i � I � � + l , � I � � I � � I � � I � � I � � i � � I � � I � � I � rl � � i � � I � � I � � I � � I ► � I � � I � I � � � � I � I � I � Ic � INOTE • IF THIS MICROFILME �' 4 5 "'rDRAWING I5 t_E5- ('LEAR THAN ____ —�.___._�_. __ ______- TH I S NOTICE, IT ' S DUE TO — -- -----— -- —THE QUALITY OF THE ORIGINAL s� II II II �` DRAWING. .�,�I � lii�� ►� illl fill IIII ���) ���) ���) 1111 lill IIII IIII 11111111�i11f ���� ���� 11f l ���� ���� IIII�IIII 1111 fill I{IIT j��, li IIII i{li Illl IIII 111 SII II'ifi IIII {II{ IIII Illi IIIA flll IIII Illi III! llll Illl Illi IIII l IIII IIII Ii i illl L it llll w H IlJUNE 25 . 1990 , +r ............ 4 r.M!�Aww r. ��� ( ) 12. All exit doors from corridors and from rooms having a potential occupancy load of more than 50 , must be hinged to swing in the direction of exit travel . (✓) 13. All dours must befitted with, finish hardware of pro- visions the type having nc. P- o visions for locking against egress , the method of operation being obvious . Corridor exit doors and exit doors serving an occupancy load of more than 1009 if designed to lock or latch , must be provided with panic hardware . (V) 14 . All heating , ventilation, cooking , air conditioning and other service equipment and appliances must be of standard approved types as tested and listed by a nationally recognized testing agency , such as Undarwriters ' Laboratories , Inc . , and must be installed in full compliance with the resting agency ' s listing specifications and nationally recognized safe practices ir, each case. Ventilation systems must be installed in sub- stantial conformity with NFPA Standard No. 90A . The use of corridors as supply or return air plenums is not permitted . (✓/ ) 15 . All exit doorways and the ways of access thereto must be well identified by means of (-.)pproved , electrically illuminated exit signs served by an emergency circuit . 00 16 . The building cnust be provided with an approved firs alarm system having fire alarm signals audible throughout the entire building . Manual fire alarm sending stations must be provided adjacent to the exit doors . ( ) 17. The ( ) gymnasium , ( ) auditorium must be provided with an emergency power system which will maintain exit illumination for a period of not less than one-half hour in tre event of failure in the normal public utility power supply , jue to the potential occupancy load . ( ✓) 18 . Fluorescent light fixtures must be installed so as to provide at least one-inch of air space between the fixture housing containing the ballast transformer and any combustible materials , except those approved', by Underwriters ' Laboratories , Inc , for flush mounting on combustible surfaces . ( ) 19. It should be understood that the inclusion of State regulations in building plans does not preclude the necessilty of complying with the requirements of local codes , regulations or ordinances . ; t y�,7JyfI y w : }�" --- '11r.,. lf�i ' '. � 1 , ,.. ., , .,...- ...._ -...+,.. .__`'fMh�.. ,•a.,. . .w.- ..n. i.F--;).'. :`:X+"W►'��1'r,. .--n.�._. _._..., ,_.. .+rwn. - ,..... I I III III III II ! ' � � � � ill fll III III III ` ` I I 10II III III III III I , I III lil � . l ( I I I ( ( ( I ! 4 I l•• I I I I I ( I I I I I I ! ( . . I I I � . I 11 1� a NOTE • IF THIS MICROFILMED 1 �_- - DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO -- - -- -THE � QUALITY OF THE ORIGINAL Z 8Z LZ Z 4Z Z ZZ TZ Z 6I I Lt '11111, I t DRAWING. ii I� i) Ili) IIII !I�I �1111�Ei Li1 I�tIIII.IIII lilt Illi illi III! fill Ilii ilil illi ti111111IIIi�yllllJUN 2 5 "w1F , 19 9 0 llllllllllillllllill) lllIIIIIIIi) Ill) Till IIII . . : Illlllllllllllll IIIIIIIIIII) Illlilllllll lilllil! lil,. l ll Iillilll Ill) ililllil it .,lil liliilil Ilii�,� , I _ A M7 I s �1 MARK O HA'1ir1E1_L ►LAN• R[VOIEW pIV1glON �O/t7`•7M �� ROON •12, rTAT• O//tC• SNILDOON PO11T1 ANO 97241 ST OFFICE OF STATE FINE MARSHAL 688 CHURCH •TRCL'T N Q SALEM 973 10 Jime 210 1966 r. Clive Kienl e 6326 S. W. Alfred Portland, Oregon Res The village Square, Uffice s- beauty Scno;i ( Stan Adkins , owner) Tigard, Oregon The ( preliminary plans ) ( working- drawings ) ( and specifications �) dated .. 6Z1d[�t for the above noted pro act were received in t, is of f ice on /1 1 U� and have been reviewed for conformity with current fire safety regulations of this office governing occupancies . Enclosed please find a list of fire and 1 if a safety requirements on which items 10 11.01 � 16 &18 have been checked. These items are apolicatle to the class of occupancy as notea. in our examination c:f the construction documents we have not found provisions .for their inclusion. The, a and any special provisions which follow must be incorporated in the project to meat current standards for life safety from fire. It is requested that th9 follewi ,-ig items be incorporated in the construction or' the buildings : 1 . A draft stop of approved material , each 1000 square feet dividing the space between they first floor ceiling an�l the floor above as required by Section 3lu.; of the 1964 'U. B. C. ''T ' . r, ^'C o e. „ 2. An approved shut off' valve be instailed outside the building in the gas Supply line, i if Ras is contemplated, in accordance with Sect,-..on 808 of the 1964 U. B. - 3 . A furnace or boiler room enclosure as per Section 808, 196h ii. P. Vie. 4. Sprin -ler`-- under stair if space is accessable as per Section 3801 , 1961 U. F. C. 5. An approved pressure relief va vE� installed on the hot water heater. �., 6. An occupancy division wall separating the exist is ig building from the provosed add i t iot. tri Ac co r lanc es rri ;,h 1 a Lie 5— of the 15,64 U. B. C. Please notify this office whey these noted modifications and/or adtitions have been incorporated into your project plans . i `fie � xy truly yours, C. WAL:'ER STTCKNEY State Fire Marshal By 01 Pon �. Worthingtonputy JSWspr ccs Washington Cty* Bldg. Dept• Don Morley NAN Orr- Pr, 1k .—iT11111J11 i NOTE . IF THIS MICROFILMED1 i iiiIi4 iiIiii i i iIii EAR THAN IS LESS CL 1ii 2 THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL 0 i � DRAWING. IlliElillillllillilllllli IIII illi IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Ili1111111l6 II IIIII ►,IIII11"������11L11I119 111111 il11T I + � -� '_.11111 Lili 11 11111111911111111 I1,191 1�� ��� �1►���I 1111111111111111Z111111111 t,Fri „ ,� ,• . . 990 UNE 25 1 ,W x .. _ .- ..� .ajC _., ;:a»...,r.. _. ..� -.-- ..'ws..wwrw.w•mrauwrws a.- 1 1 OFFICE OF STATE FIRE MARSHAL EDUCATIONAL OCCUPANCIES CHECK LIST OF FIRE AND LIFE SAFETY REGULATIONS ( ) 1 . Dueto the building' s height , it must be fire resistive (Type I or Type II ) construction throughout . ,.,IZ *. tot(_k; ��" (✓) 2. All interior construction mus',, be of t meet the requirements for a one-hour fie type and quality which will re resistance rating. . ( ) 3. Attic areas must be subdivided into sections of not greater than 2,500 square feet in area ( nominal ) by draft-strap partitions having a one-half hour fire resistance rating . • (/ ) 4 . All i nt er i •r ' f °P pings . .) corridor walls must be served by doors having dfooe resistive characteristics equal to 1 3j4-inch thick solid core wood c... �, rs , except where fire door assemblies are required . Relights in Lk: t . -t* -- ' corridor walls m1ist be of wired= �&& set in fixed (metal } �htin . The access ways into vertical shafts , e. g , stairways trash and 1. i chutes , elevator shafts , etc . , roust be served by 4elf-closing an�.inQr} latching Class B fire door assemblies . 6 . Where piercing of blocks , fire stops , plates , or other framingmemo ers is necessary to accommodate utility runs , i . e. piping , elect - Ical race- ways , veant;i lation ducts , etc , when work is completed the openings must be felly packed or properly sealed to provide a barrier to the passage of fire equal to that of the framing member before it was pierced . • _ (�; 7 . All inter! or finish (wail and ceiling ling surfaces ) of corridors , must have a flame spread rating of not to exceed 75 (Class II ) ' determines--! in ac- cordance with NFFA Standard No. 255 , In clasaroom.s , off - es , auditoriums , etc . having a flame spread rating of up to 225 III ) flay be used . J 8• Lombustible acoustical material must be securely installed with rnetallic holders , staples , screws or similar fasteners or with a--heat resistant adhesive capable of withstanding 10000 F . for one-half hour , (✓ ) 9 . All curtains draperies , shades and similar furnishings must 6e composed of noncombustible materials or must be rendered and maintained flameproof . ( ) 10 . Exits must be so located that it will not be necessary to travel more than 150- feet , measured along the line of travel , from any point within the building to reach the nearest exit . II . Corridors must be not l esz than six feet in clear width . Room doors or locker doors swinging into corridors must not at any point in the arc, of their swing reduce the clear effective width of the corridor to less than six feet , nor may drinking fountains or other equipment fixed or movable be so placed as to obstruct the required minimum six foot width . soda, � 1 ,:... � ... ..E .s. f 1 � l ' f + li il � lilp i ! i � ! � ill � l � Ali i ! � iliili ill ill ili � i � i � l ' ill i ! i ill ill � l ' ill i i ill ill ' l � � l ' il � ili � ili i i i ii i i � i � ili i �i iii P1 11 r I... _ i t III I - I I ' NOTE : IF THIS MICROFILMED 1 2 3' 4 I 10 1l 12 DRAWING IS LESS CLEAR THAN - _-- __— _— --- ___-.- --___ - -- _ _- ► THIS NOTICE , IT IS DUE TO r , THE LITY OF THE ORIGINAL DRAWING £ Z 8 Z L Z 93 4 Z 1► Z Z Z T Z Z 6 I i L Z Illillllllllllllllii 1111 .1111111111111111111111111111111111111111111illlllillllillllll II IIlillllllli��4llit lilt T11111I 1 - TIII—I - T1 1 -v III lillli,llllFilll8llll�ll111111ILlli, I-lll8llllllll9llilllil £iilllllllIll • 25 UNE 990 ;. .... k ` '""---- .. _. � ..- _ � i --- .,..�.._ Y��• w - • � .. - -- • err v ... . . _.. .,u.,,.ew.ra;.ta•sr+9re -- �• - - - • ( ) 12. All exit doors from corridors arwi from rooms having aotential occupancy load of more than 50 , must be hinged to swing in the direction cf exit ncy travel . ( �J 1:3. X11 doors must be fitted w ' ' with finish hardware of the type having no Pro- visions for locking against egress , the method of operation be-ing ubvious . Corridor exit doors and exit doors serving an occupancy load of more than 100 , if designed to lock or latch , must be provided with panic hardware . ( r) 14 . X111 heating , venti lat; on , choking , air �,onditi jninr and o � Cher servlc e equipment and appliances must be of standard arproved types as tested and listed by a nationally recognized testing agency , such as Underwriters ' Laboratories , Inc . , and must be installed in full compliance with the testing agency ' s listinq specifications and nationally recognized safe practices in ",:h case. Ventilation Systems must be installed in sub- stantial c.onformivy with NFPA Standard No . 90A . Thi use of corridors as supply or return ai r plenums is nct permitted . ( �) 15 . All exit doorways and -the ways of access theretou m st be well identified by means of approved , electrically illuminated exit signs served by an '• emergency circuit . I,fi 6 The building g ,nus t be provided with an approved fire alarm system having fire alarm signals audible throughout the entire building . Manuel fire alarm sending stations must berovided p adjacent to the exit doors . ( ) 17 . The ( ) gymnasium , ( ) auditorium must be provided with an emergency power systam which will maintain exit illumination for a period of not less than one-half hour in the event of failure ir, the normal public utility power supply , sue to the potential. occupancy load . ( 1� 18. Fluorescent light, f; xtures must be installed so as to provide at least one-inch of air space between the fixture housing r-ontaining the ballast transformer and any combustible materials , except those appzoved by Underwriters ' Laboratories , Inc . for flush mounting on combustible surfaces . ( ) 19. It should be understood that the inclusion of State regulations in building plans does not preclude the necessity of complying with the requirements Of local codes , regulations or ordinances . IJ .w1 3.........-• �.. .. •; "Ntil'I J. .. 'Y.. .. I ... �. , ,, �µ�..., u, _ �I � - ++....+_u.w+Olr•._..... - ' 14 iii 4� I f I I j l I I I I I I I "wTF : IF THIS M ICROF I LMF D 1 4 5t , 1`U 11 1 r DRAWING IS LESS CLEAR TIHAN THIS NOTICE , IT IS DUE TOAo THE QUALITY OF THE ORIGINAL £11111i11111811Z1111lIIL DRAWING. Jill1111111111111111111 � 8IIIII1111111f411111 �11111E11Z11i! 1ZilZ 6i �1lI ill1111111111iJill 11111111111ill11 1111111111fl 111IW111111111 flII11IUI11111111111111 iIll III 199 CAW, . JUN 25 T .iM,r•�„4• _ y _ ^..;. _4. _. rJ"'... :+ +-•r.:,..,... _ __ .. d.�......._...___._ _ _ — --_. -._..-_-_.._._ .....r.....,_.r,,,.._.........._..__._.�. ._ -.. rir..,._s...-_ - - _. __ lhL. _...�wrti�., . 1 7"� DESIGN & FABRICATION DATA I. ��y � `rte �._� �F � 1/iMn"'� ^r�F�•.1� �w.�'��--^- �.M.__..__. -...�... � ' � .- Design and fabr+catiori rneets with National Design ±.�l G. Specifications for Stress-Grade Lumber and Its Fastenings'' _ b t+ by National lumber Manufacturers Association (latest revision); Timber Construction Standdrds" by American Institute of Timber Construction (latest revision) and ''Design - ---- ----� -- ---- - AUTOMATED BUILDING COMPONENTS, INC. Specifications for Light Metal Plate Connected Wood Florida Trusses'' by Truss Plate Institute (latest revision). Miami THE GANG-NAIL " TRUSS DESI,NED BY LATE CODE, GANG-NAIL HARDWARE J. CALVIN J U R E I T e w _ �_ ��, -r-r.��- ,,�,� 1 ENGINEER ► _— --- --- + DRAWN 6f kf,PkOvFD DRAWING NUMBER Stumped from '��?_1- 14 is, . __Galvanized Steel: Manufactured and supplied by Automated Building -��� r-► t., -7 Regist. No. REVISED APPROVFC t;�57 Components, Inc., Mirmi, Florida or our subsidiaries. State T= L...C. i (C. { ` r� (nstc:Il Gang Nail hardware on both sides of truss face. 4\ r7 /� CZA � � � -� � � • DESIGN CRITERIA LUMBER SPECIFICATIONS . w TOP CHORD —Live Load - p.s.f. TOP CHORD: Lead load ==Sri p.s.f. 2�.: L L� j TZ L-1 f1__.-.;_7 1 C) 0-J C.�.'.7 A`=...��T� Tom= =ti..�r I C.� t•� BOTTOM CHORD--live Load -- ----p s.f. Dead Load -- �a p.s.f. � �--• Cl�1 � l_-A`-_ � - - Irg BOTTOM CHORD: I u# ell t TOTAL DESIGN LOAD p.s.f. / 7 Trussed Rafter Spacing - ( (:p C C • '' Design at 0-4 C,') U0 stress increase _� - for short time loading WEBS: MANJ F A CT It 1 N G CO�P ' "This drawing and/or data sheet, and the con- �C.-X - L�e.1 � �--� �-� '�� ir-�� �-C -1L��=T t C 8905 S. W. BURNHAM fidential proprietary informotion thereon is the M E 9 -1141 property of Automated Building Components, ��'{"' I r'�� `-�►L--��-_� � � C`'� `� � � � ���`" ' T a G A R D, OREGON . Inc., and is not to be reproduced or copied in --- whole a, in part, or used for unauthorized man- ufacturing or .en ally oth-r exploitation of the item disclosed therein, or in any other way dis- closed or used for furnishing information to t) - lei ,4 1 � , � :1�..1 �.�Xr~ ' -4. others. United States Patent Number 2,877,520 _. covers Gang-Nail joint disclosed in this an'.-.J' _ _�_ s�_____ --t------ -- -• - -- - �— '�"'- - `� related drawings and/or data sheets." NOTE: (1 ) Position plptes symmetrically about 1 ` �...• l the joint unless otherwise dimensions are shown. 1 t' 1 (2) This "o" symbol indicates the position of �� 1 T/' 1 late in relation to wood members. (3) When unit consists of more than one truss, fabricate each truss separately, then nail or bolt them together as specified. HANDLING AND ERECTION _ i Care shall be exercised of all times to avoid damage, through careless handling, during un- loading, n-loadin , storing and erecting. Dropping of trusses and/or other wood components shall not be permitted. Erection bracing shall 'be to hold-the - T _77 truss`true and pli1mb and in safe condition until permanent truss brpcing and other permanent components, such us purlins and/,or sheathing, • _ contributing to the rigidity of the complete roof J• structure, are in place. All erection and perma- nent bracing shall be completely installed and oll components permanenfly fastened into ploce - t , � before the applicry+�on of any loads except the - � 'at'"E"' f� ��Q.lL.tr,..► � �'"'� �� ' 2 /t � l ~ a weight of the erectors. During the entire construction period, the con- pj � /�.� , trpctor shall provide means for adequate dis- C_tZ0 �,., tribution of concentrated loads so that the �'-�2-�' �-'� Z " carrying capacity of an truss and 'or other component, s notyexceesied. / L� Cr c� ✓e = 10 �7 mac•- G i �. I I �..4� 1 4 p is ►..1 �-- '� + ?✓` ' REVISED APPROVED V N l �a4 C v ,9 CAE P_F 7-LA C0•-IF t-1 a T'� D • c, a -J-3 A X I C-t ev.. C_�e_ e tZ Vzi" 17 4 C7). Automated 81,60MR c;01npnnP!+ts, Inr 1966 44415 • ' Pip" f •t ` Ab wI1 I l l +I I ! l l ( 'I 1 { I I I I I l l l I.•r I ! I I I I I I I I I I I I ISI ISI 1 1 1 1 1 1 1 III 1 1 1 l III Ill III III 1 1 1 1 ( I ' ll III I.� I I � l � IJlljl III Ijl Ijllljl Ijl 111 1111111 .. '�'�'''"`•`"'w.._: - : .:_ - - I I I 1 i I I I I 1 I � 1 � ! ISI ISI 1 III ISI I � ��•I � �... . .( I . ,,,1,,.1 � i � I I � •f I f I � NOTE : IF THIS M ICROFII_MI:D 1 2 4 5 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL � ' £ Z 8 Z L Z Z 4 Z � Z � Z I Z Z 6 �• i L 1111119 T I � i 1: 1 111,111, t i t b �1H L 9 4 ► £ Z l t �+ ,� .' ' DRAW I NG. I I ( IIIII IIII IIII � . IIII llllllll 1111 Illi IIII IIII (III IIII IIII IIII IIII IIII 1111 IIII IIII IIII IIII IIII IIII IIII IIII�IIII IIII IIIet r��tU II IIII IIII fill IINlIl�11I lin IIII I IIII IIII IIII1I,11 IIII Illllllll IIII II11 IIII IIII IIIIIIII IIII Ill( llllllll1111111t� +t� r I w DESIGN & FABRICATION DATA Design and fabrication meets 1� l with "Nutoncl Design "t24�4 Specifications for Stress G ad ► lumr and Its Fastenings �� 1{ � 01Z - �(� F / National lumber Manufacturers Association (latest -- ---- ---------• - revision); "Timber Construction Standard~" by American 4.. �\ AUTOMATED BUILDING COMPONENTS INC. Institute of Timber Construction (latest , evisiOn; and ''Design _ Specifications for light Metal Plate Connected Wood �� \ Miami THE GANG-NAIL " TRUSS Florida Trusses" by Truss Plate Institute (latest revision)_ J. CALVIN JUREIT DFs14,N�ED BY DATE - �oCZC'�_UC��E_� ENGINEER GANG-NAIL HARDWARE - DRAWN BY APPROVFD DRAWINC, NUMBER Stamped from j <-�C� P _ _ _ '� Galvanized Steel: J G N T Manufactured and supplied h Automated Building I Regist. No. .-�� c C PP Y 9 I REVISED APPROVED �� ConiNvnents, Inc., Miami Florida or our subsidiaries. State �i*C) G2 I V ' Install Gang-Nail hardware on beth sidF�s of truss face. Q•� 2- r � ��'� � �./� ♦ DESIGN CRITERIA LUMBER SPECIFICATIONS ----- --- ___� TOP CHORD --Live Load =� p.s.f. TOP CHORD: �1.� -T... �. �� _ ,-- - �� '/�► L� (A Cth/t - .� Uead load p.s.f. f_J2 � �I �. ,Q t � « �__J Q `'C��h '._..�= - l I,_ BOTTOM CHORD—Live load =- p.s.f. _ �( "� (_JZ� _ � Dead Load i 0 _ p.s.f. - BOTTOM CHORD: TOTAL DESIGN LOAD �...�"T� 4, �! , GZ. C.'J� T' ;2 �:.,� t ` ,•,' � :' ' �': 9� p.s.f y Trussed Rafter Spacing 2 - U C CCZ-71 C)LJ C14 L : Design at g a !/o Unit stress increase .; for short time loading WEBS: --rot—.J r-J1 --; "This drawing and/or data sheet, and the con- 2 "4. 4 _ MANU �^��U ^. iNC CORP. fidential proprietary information thereon is the fD0Lk (:a, �•� c� c�r.�, e� 8905 S. W. BURNHAM property of Automated Building Components, ME 9-1141 Inc., and is not to be reproduced or copiec: in T I G A R Q, OREGON whole or in part, or used for unauthorized man- ' ufocturing or in any other exploitation of the _ item disclosed therein,, or in any other way dis- closed or used for 'famishing information to ---' 4 others. United States Patent Number 2,877,520 e covers Gang-Nail joint disclosed in this and I related drewings and/or data sheets.'• NOTE: ( 1 ) Position plates symmetrically about I the joint unless otherwise dimensions are shown. r (2) This "o" symbol indicates the position of plate in relation to woos: members. (3) When unit consists of more than one truss, fabricate each truss sepurately, then nail or bolt them together as specified. HANDLING AND ERECTION Ccre shall be exercised at all times to avoid - 1 damage, through careless handling, during un- loading, storing and erecting. Dropping of • trusses and/or other wood components shall not _ 2 Gt� 2-�%" �"X ! Q• be permitted. _ Erection bracing shall be installed to hold the truss true and plumb and in safe condition until �• �t` a r permanent truss bracing and other permanent ---- _ components, such as purlins and/or sheathing, contributing to the rigidity of the complete roof - structure, are in place. All erection and perma- nent bracing shall be completely installed and all components permanently fastened into place before the application of any loads except the -c, weight of the erectors. During the entire construction period, the con- t I C.Q.- G Z0 i5> tractor shall provide means for adequate dis- tribution of concentrated loads so that the carrying capacity of any truss, and/or other -----••r-j`- component, is not exceeded. L-_---� REVISED - — — APPROVED - - --- / 4-! 5Kr �9 CIO Q •. I � . i * Automated Building Components, Inc. 1966 • .. ... � .. •.«.... � I. '� � 1 ` ..• ',.-n;iilj _.�', ;i,ir.,.�,,,r.•wi►y,aellt�.. \..�'y-..".r`.... . % ( I ( I III I ( I III III III III Ill III III III '•t' � I ( I Ill Ill Ill III III Ill I ( l Ill I ( I ( l l I I Ill I ( I Ill I ( l Ill I � I Ill � � � � � � � � � J I I I I ��.' III I l� l l l l III III I l l l ► 11 III III I l l l l l l l , .;;, ` .""""+`"�_-_. _ ._ -,► �r+�.�a..._ � , 1 2 4 5 11 12 , ' NOTE . IF THIS MICROFILMED ` I DRAWING IS LESS CLEAR THAN - ��_.______-- ___�_�.__ ,__-.— — - - _ _ -.__�--.__-.—- - -- 10 THIS NOTICE, IT IS DUE TO THE QUALITY OF THE OR IG I NAL —.-- DRAWI%. 25 111990 09 Z 9Z LZ Z SiZ Z Z Z IZ Z 6i T LT I SI i ET I I t T Fi �� L 9 9 i E Z T ,1 ,� illi ��lIILII IIII IIII IIII IIII IIII IIII IIII (III IIII IIII (III Illi IIII III IIII IIII IIII IIII IIII IIII IIII Illlt� �i��r� IIII IIIIIIIII Illi IIII IIN �1111111Iril .ill IIII III-I IIII IIII IIII fill Illi IIII�IIII 1111 IIII IIII Illi IIII IIII IIII IIII IIII1111IIII IIIIlIII IIII IIII 111111 1 10 1 1* 3 I DESIGN & FABRICATION DATA r116 U . v �T Design and fabrication meets with National Design � i C.LLrJ T �A'1 ' �"�` 1 �l - c2 O•W ' L_ • rZ• Specifications for Stress Grade lumber and Its Fastenings'' 3 b Notional lumber Manufacturers A sociatijn (latest •�- U — C7 ' C.J��;i' � �=�� N.S �� a C.�� x�l"� y revision); "Timber Construction Standa­ds" by American J �� Institute of Timber Construction (latest rPV ision) and "Design AUTOMATED BUILDING COMPONENTS, INC. Specifications for Light Metal Plate Connected Wood Miami M THE GANG-NAIL TRUSS Florida Trusses by Truss Plate Institute (latest revision). J. CALVIN JUREIT DESI NED BY DAGANG-NAIL HARDWARE ENGINEER t � -- _._ DRAWN BY APPROVED DRAWING NUMBER Stamped from i 4_� 421.4 •_ Galvanized Steel: _ � �' Q• ?• Regist. NO. �% C� % I - -� --- ____�' N T Manu fc:ctured and supplied by Automated Building ,y i REVISED �— APPROVED- 0 --� G 0 Components, Inc., Miami, Florida or our- subsidiaries. b 1 StgtG' ("""� ' Q' I Install Gang-Nail hardware on both of t '1 --._._____---- •-1-. ._. I - - ._� _--- -------- �- ° sides �truss face. DESIGN CRITEP.IA LUMBER SPECIFICATIONS TOP CHORD --Live load = rJ• p.s.f. TOP CHORD: `t""'�- {:...Z �.% ���: `.�7 �/•�► !•F 1�. �=C<� I ,d• � f � Dead load - P.S.f. '� Cp p�� L.1 a.-�► L- �'r '" i �.''. C.�, '�. ► ���..,• 1�1 � /� �,,.,,E50 Y BOTTOM CHORD--Live Load p.s.f. Dead Load p.s.f. I BOTTOM CHORD: TOTAL DESIGN LOAD p,s•f, I �� C; �� i �-J r C-� �� �-- 1= I C7 P-..1 , Trussed R(.-,fter Spacing _ �- ( ,,4 C C Desigr, at �. /p Unit stress increase - r t ,;#.> '�� ;...j for short 'Fime loadir:g WEBS: "This drawing and/or da'a.•sheet, and the con- c c) r.J:: f T v ► MANUFACTURING CORP. fidential proprietary inf rmation thereon is the 2`•- , P P Y �•i• 1��� C.� ��.� ti... �►�� �" t � Q C-� � �����... 8905 S. W. B U R N H A M property of Automated building Ccmponents, Inc., and is not to be reproduced or copied in T�GARd, OREGON ME 9-1i�1 whole or in part, or used for unauthorized man. ufacturing or in any other expiortation of the .J_ _s:,c - item disclosed therein, or in any other way dis- C� 4- closed or used for furnishing information to - x I G1►�.l` �` � � others. United States Patent Number 2,877,520 -�--- j covers Gang-Nail joint disclo&ed in this and /V 1 related drowing3 and/or data sheets." NOTE: (a ) Position plates symmetrically about ,Q_ ,. the joint unless otherwise dimensions are shown. (2) This "o" symbol indicates the position of I plate In relation to wood members. (3) When �� L,� _ >�,� (r• t unit consists of more than one truss, fabricate { ` each truss separately, then nail or bolt them G"� 2-Q- ''Lr� ' together as specified ?/�,► HANDLING AND ERECTION zq ` Care shal! be exercised at all times to avoid I damage, through careless handling, during un- loading, storing and erecting. Dropping of trusses and/or other wood component:, shall not l It be permitted. Erection bracing shall be installed to hold the truss tree and plumb and in safe condition until permanent truss bracing and other permanent components, such as purlins and/or sheathing, contributing to the rigidity of the compete roof „ ��� T'7_, �('-�,,I � ` •, /�"�, r ',. " r' 14,,.. 4,� --T ,tel 2 C' -Z structure, are in place. All erection and perma- nent bracing shuil be completely installed and all components permanently f( tened into place before the application of any loads except the weight of the erectors. a 4 During the entire construction period, the con- ,� `�"" "-" P q '�► I 'J Ise�- 2C3 v I tractor shall provide means for adequate dis- tribution of concentrated loads so that the 1,) carrying capacity of any truss, and/or other / '� I L y� I Z�� � M component, is not exceeded. `'/ �" ► �) i N �I REVISED APPROVED U) • i 4` I 14 , M �. &E t2 ,4" Automated E3uddinR Components. Inc 1966 9,940 �J 4.: s: , •.d �. � � x • -` .` - ._ —:: ... .ars m �':�"• I 1 1 i l l i III I I I I I I I I I I I I I I I r' I l l l l l l l l l l i l l I ► ISI I l i l l l l l l l l l i l ! I I I I I I I I l l l l l l l � IIIIIIII . Ijl I I I � II � I I � IIJ I � II � IIIEII � , I � II � I ��I I I I• � II � , ,.�I , 1 ��.� �� lllllll � l � � lll � l � lll � ll � l � l ' I � , � `y �' A I . NOTE . 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