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NOTE: IE THIS MICROFILMED DRAWING: IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO -- THE DUALITY DE THE ORIGINAL E '111111,11 13Z LZ Z 4Z YZ 6Z Z 18 OZ 81 BI L1 1 I I EI 11111;111 1I II 18 �tl �G itl '9 ► 6 L lura DRAWIW,. ll I �I �� mdmi miliiiuulmi uuluu iiuluu uuhui uiduuluuhui uu6ui mduu iiiilm uu6m . ,iiliuiliiiiT— a iuii�i� a!� ��ii,Iui ii ,:ri ii , li uii iiluu6ui6 di i uuhiiiliiii uuliui imliui iiul r, iu J UNE 26 , 1990 I �I A rj v� t::: �L..� ..,.�.,-, 1 � _T12_T12 ��',� DESIGN � FABRICATION BATA � c-� Design and fabrication meets with National Design Speci , + .< _C-1400;z A I 1!q.! \� ° -f , CPO- Qa �='•����. +`.j � ficotionx for Stress-Erode Lumbar and Its Fastenings" by .,.n;}� ,. ►''At National lumber Manufacturers Association (latest revi- *ion); ""limber Construction Standards" by American Institute Q -"v of Timber Construction (latest revision) and "Design Speci- y AUTC3MATED BUILDING COMPONENTS, INCO fications for Light Metal Plate Connected Wood Trusses" Miami THE GANG-NAIL TRUSS Rod& by Truss Plate Institute (latest revision). r)ES GNF .'i 1!V raATE o 'L J C A l 1 N ! U R E I T +2- 16TI ate,,.-• �p� C0 GANG NAIL HARDWARE CO E N G I N E L R DRAWN 6V APVA0VED r)RAWIKK; NUMBIER Stilimpsd fro• 14" �.Vp,. Hod Galvanized Steel : S t . M0 . ,,�. M -- �+ Manufactured and by Automated Mui ldtn d c� Regi � xEv,seo APP noVILD ..� ��� � ✓ Compodeste, Inc. , Miami , Florids. Install Gang Nai� St # thardware on both sides of truss face. 41244 DESIGN CRITERIA LUMBER SPECiFICA'Pli?P1S TOP CHORD - Live Load - -?,r> p. s. f. TOP CNORD: Z?X0 . 4�`72,�4-� 4�`r Z4 M� ,,�---T2,,q..-M -t. X341. Dead Load = j q, s, f . Cv c BOTTOM CHORD - Live Load = p.s. f . Ll-._. L l.J 12:) e Deed Load = ----- p, s. f . BOTTOM CHORD: C�p► a..� 1 Q� t ) +��a' �C' cx� iG 4. C TOTAL DESIGN LOAD = J R. a. f . co 2-j CLQ U C-4 L,&.,.AJ C:7 c::;> 4-1 lased Rafter Spacing = C;'C x basign at ZE�P©p Unit stress increase C.n -- _Z for short time loading +s. "This drawing and/or data sheet, and the con- fidential proprietary information thereon ib the x property of Automated Building Components, Inc., and is not to be reproduced or copied in whole or in part, or used for unautho--'zed man- ufacturing or in any other exploitation of the item disclosed therein, or in any other way dis- , �' closed or used for furnishing information to others. United States Patent Number 2,877,520 covers Gang-Nail joint disclosed in this and related drawings and/or data sheets". NOTE. ( i ) Position plates symme,rically about the joint unless otherwise dimensions are shown. k ( 2) This "o'° symbol indicates the position of " plate in relation to wood members. ( 3) When unit consists of more than one truss, fabricate c each truss separately, then nail or bolt thorn r together as specified. r� R2V13E0 APPnOVK0 �fl c �' a. ( i1 o�..' ' Gam...! I�4- - ,o x t' Cr, ►_..� r 4- Cra ,c q 41A 9 f tp -41 oc 7 1000 , r M • 11 1 7 115 VV/ Vtl$4 _ 4.-- CID-A. x- =t�1I -- C.o C I ►J (4 - Cwo •c 9 U 14- � r w wf w ry . -._ F -.. ...V.. • qtr: - ... �.... .. _ r III III III III . II III III I � I III III IIS III ill III III ill Ill III III Ill III Ili Ill I I III Illlllf ill iii Ill •-�'` 9. Jill Illll I I iii iI � I � I! � � ; i ! ! III � Ii III101 IIII Illllll NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL E Z 8 Z L Z Z S Z Z ��IZ Z T Z Z 6 I �J I L I 9l �' T I T I Ili �i 6 1t� L y 4 b E Z j 31 M DRAWING. lill llll lllll '� ►� III 111illlllllllllllilillllllllllllllllllllll �llll.III I II Ill llllllllllllllllllillllllllllllll�. ,,,Illlli llllllllllll {IIIIIII �IYII Illi llllllll� lll llllll�lllllll�llllllllll Illllll( I IIIIIIIIIIIII I Ill lllllllll IIIIIIII VIII I III I Illlll 11 l DESIGN A FABRICATION DATA design and fabrication meats with National Design Specifications fdr Strass-Grade Lumber and Its Fas- i toaings " by National t.umberManufacturers Associa- �(p _ ,_;�,; -� -Q T -�" [-r:�t..:.�-'j~, tion ( latest revision ) ; " Timber Construction Standards " by American Institute of Timber Corr- O' �,piq �OC.o y struction ( latest revision ) and "Design Speci f ; ca- AUTOMATED BUILDING COMPONENTS, fNvs�• ! ions for light Motel Plate Connected Wood ,, I Trusses "' by Truss Plate Institute ( latest revision ) Miami NE GANG-NAIL' TRUSS Florida pF51GNE0 HV IUUk r� �� rI• ~'r ~'", '� •` I t I 1 C A L V I N 1 U R E I T t:i b • I �Z 2'Z„ GANG - NAIL N A ii D W/��E >HAWN 8 OvFf; [ NAWING NUMBER Stumped from 1"�- c-=� Galvanized Steal • JUN 990 t�..1� .� Manufactured and supplied by Automated Building R e I s t . N 't . .� 3 �•-�Q -7 Florida. Ins tall Bang-Nail l • REVISED AP10 0y K0 Components , Inc. , Miami , ` $ t B t 6 ,�'/', "�,,;,,,(/''/�j hardware on both sides of truss taco. { DESIGN CRITERIA LUMBER SPECIFICATIONS � � � ... _..�..____. Cv l * s�� �'c'L�- 1 2� i25'� �2�►�' I'Z� t 2� ) � TOP CHORD Live ler'! P. s. f . TOP C 40 R D' - _- Dead Loan u. s. f . '=.�` cs✓. + _,;h%:, C. ,.�h...k_. f--1 G": �i � l I�.�C,. i C. j."+""Ib� B0T 'OM CHORD - Live Load = - p. s . i . EF�U �I-- + Dead Load 7 p. s . f . BOTTOM CHORD: 101 l DESIGN LOAD �jC� P. s , i . L �44111U�1.� Trussed Rof '.or Spacing - ..�.•� ;a " C C ,_ ' Design at :_'' � j�di Unit stress increase 104. for short time loading '-This drawing anri;or data sheet, c_nd the con- _-_— ficienfial proprietary information ther,on is the property of Auiomuted Building Components, Inc., and is not to be reproduced or copied in whole or in art or used for unauthorized man 1� �"" ""� -� "! ufacturin or in an other ex loitatior, of the r-- -» -•a item disclosed therein, or in any other way dis- closed is closed or used for furnishing information to others. United States Patent (dumber 2,877,520 covers vong-Nail Ioint disclosed in this and +��) _ ,� __.. - 1� ' _ fi__ -+ _. _._1 _-_..� - _- _ ._ . _ t t - - - _--__ _ .. ..- -_._ --�.- reinted drawings and,' or data sheets' . I f �` NOTE: ( i Posi"ion plates symmetrically abOLtt P Y Y the joint unless otherwise dimensions are shown. y I ( 2 ) This "o" symbol indicates the position of plate in relation to wood members. ( 3 ) When ! unit consists of more than one truss, fabricate each truss separately, then nail or bolt there together as specified. II t •- M 11[v�fRG AArROvtD � '--'- 4-� At f= � Cv _ ._..._......___ .__ �.._ ._ ......�_ _ -!-. � -- --•- ._._-- -- ` � ,. 1 ,�,��..�,►(� ' ��/-� ''_� - _..� �`' U 7 ,r�yN r. it � .A �,t� i' � (�� i �r �, .� t .F.. .�, `r�1M , �� - . �l !C.7 I r, '+N , r' + �7 G 10 4-� �• �' �-7 Cv� G l �> �2 ) 2 ' G / > --� +! �7 f �'M �' swu I '�'� `-•�!�'\� p- i J � 'S`�.� ��._ �' I �`r..� I i /T' �,.'`,,,,�.. V, I "�- •'`„�,, (1 '� r.. ' VV I _--�'' � t �'n-y;, •''� 1 1^ - r, N Sgq'-`7 �'r f l0 ���'�,,' T` ( �`7 I Co1�T I r�'Co'9'2` �" 1 l�-S? Y T,, �� ( CLQ 3 i eN/ �_v`7 Co T 4► r� Jr ' fir, N �' G�►_ -�!' X ,_ , r I X ,•.4. .. �- ' .�.,�-�- `�.+ir!'•� ./'� ' �•�rte_-T ..1...� J` Gil-•,r l •- i � - Co 72 AIN I I � I I I I l l l i l l III III III I � I III I j l I ! I IIIIIII III III III III III III � � � III III III � I IIIIIII III IIIIIII III III � � I f � � � � � � � � I I�! ' III I I•l I I I I � � ) III IIIIIII III III I ( III I (�:_ "'"I,..__ . -' �-:�`. "�.-.- -�:,�, .• 2 3 4 � NOTE : IF THIS MICROFILMED 71 .0 , 10 11 1 DRAWING IS LESS CLEAR THAN -- -- --- -- --- -- --- -- -- - - ---_ .__. _ _ __----------_- -- - -- THIS NOTICE , IT IS DUE TO HE QUALITY OF THE ORIGINAL E Z t•1 Z L4 Z ( S Z VZ Z Z V I Z Z I b i - - t �.'I - - t t, T I lit I T- I L 1,� 1g E Z DRAWING. III ill! IIII IIII�IIII IIII 1111 IIII I I I I111 "11111' t' 111111" I I, I� ( I111116 I } 111111lIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1711 .IIIIIII/llllllllllllllllllllll,, ,),111111I��IIII IIII Illlflll IIII IIII II11 .1111 IIII IIII IIII Illi IIII illi Ilii I!�! I . 1 s. DESIGN A FAdR ICAYION DATA �"L. �T `2 ► Ca 1 TZ. a13� 27G�6 31St ,Jx_,�•. 14��. v„ OF I2U �� +r��R 15 _ `>T-'/`et'-� Design and fabrication meets with "National Design Sped- ! �� 30 fications for S, -Grade lumber and Its Fastenings" by j ►� i U ► G � ' _ -- 'f I U�- C7 CU G I L7 :. GhR • K i�-'�' 3� - f''`''' tv National Lumber Manufacturers Association (latest revi. L a ,, `y ► � ._ i �' " .- Standards b American ln�titute � `' \`� 10 \ _� IG �� v U T.J�Ip Tt+ stun); Timber Con;t. �c tion Y h , / p of Timber Constru-tion (latest Nit revision) and Decrgn Speci- - ---1 f-- 4 T IMAT►:D BUILDING CC��I�IPONENTSr INC. ficotions for Light M, Plate Connected Wood Trvsces" All Florida by Truss Plate Institute (latest revision). I N�irnmi THE C,ANC-NAIL TRUSS �t t _ � ,�., ::; �,t 9v 3;.r r_,IGNL Hy E _ GANG - NAIL NARDWARE 4 -- - t R E 1 T I - I~� ► �� :� :� - .% � .S GANG - CALM IN Il -mow. v ' E I `qA 9Y AF 1�/�oV D +AWING NVMHFf� St eNlped f f 0a1 -r _.// ;. Galvanized Steel : '\ _ �'�`.�' �,0 ' � ,cfManufacturedsupplied e d, b y Automated Su i I d I n U G T) _ �,,,,� .�"'•�� I _ and •u p P ,` - • install Gan Ne : ( i Miami ,• Ft or ida. l Gang -NO :� � 1 `� F+:� IlE'D .pvrrovEo -� ,��� Coarponents , Inc. . -rL-o `alp, hardware on both sides of truss face- .� O DESIGN CRiYERIA LUMBER SPECIFICATIONS �G � ,��"j"�__ rG , U `% ,�_-- ---=•– ___.-_ ___ Top CHAR(; - Llve load /,Zr:J p . s . f . TOP CHORD ' .S�i ��'- "_ ` ___ 1 X - -� IIZ . Dead Load I U U. s. t . "7 10TTOM CHORD - I_ - ve Load - p• Dead Load - ---- cl • s- t • BOTTOM CHORD: T o i AI: o E s I sN LOAD A o -- �� > a s t . �— G'c�•c1`a5 �"' �d . _ __w______._._._._ --__� ___.r._..__.__._ ----- --� - < - ` s s e d Ratter S p a c I r�R - a � C r M E�8 : u _._.. _. Des lQn at Ung t sires: increase for short time IoadInR52 � - o y ,.� -- a. o14 - This drawing and or data sheet, and the con �- - --�- fidential proprietary information thereon is the _ of Automated Building Components, G - - / w� R. property Inc., and is net to be reproduced or copied in ___M__._____� - Z 7 z �_�_ 1 log _r whole or in part, or used for unauthorized man- /� �/ ufacturing or in any other exploitation of the !SCAL.-E item disclosed therein, or in any other way dis closed or used for furnishing information to others. United States Patent Number 1,877,520 covers Gang-Nail joint disclosed in this and f related drawings and,'or data sheets''.- NOTE: ( I ) Position plates symmetrically about I the joint unless otherwise dimensions are shown _ __�; �r -•.•� ( 2 ) Thi, "o" symbol indicates the position of ` I plate in relation to wood members. ( 3 ) When I ` unit consists of male than one truss, fabricate each truss separately, then nail or bolt them together as specified. REVISED APPROVED '-- __ _ � / J•- =-"fir-�",� -� oo/+ Ac000 0o o 'o I i it -./ r- 4eA CO R Pe Ev / * 8905 S.N. BURNS IAM AVE.. i� Q TIGARD, OREGON ME ' -1141 � 1 U 1 • , P • 1 • ��• --A 1 1 I/ 17 — tv `' WWIt .I� Pr I l l f l i l l 1 1 1 1 1 1 1 1 1 1 1 1 1 I ' I I I I I ( I l l i l i l l l l ! I I I I I I I I I I { I I I I I I I II111 1 1 1 1 1 1 � � � III ' II�I,' I � I Illllll ill Ill 11111 ) 1 ) II II � ' III � I ( .1L .- 1 12 . 10TF : I F TH IS M ICROF I.LMED L_— -----3 — -- _ --_— - - - - DRAWING IS LESS CLEt-R THAN THIS NOTICE , IT IS DUE TO ___ --T -----T-- _--_ ---- _- ---- - - - -- - -- I - 1__— THE. QUALITY OF THE ORIGINAL E Z 8Z LZ '10111111,11 SZ � 71,111111 E�Z Z IZ Z 6T Nt Lt I �y DRAWING. I i �I i 'il 11111111141141111 �I!� I�II11111114111111111111 !!!411111lIIIII!��!Illllllllllllllllll�ll��i�llIIIllllllillllllilllllllll� lllllll� llllll ! �1111191I I { Illi{Ill.11ill {1111{Illlllrrl ,,, I�Illlllfl IIIII11111IIIf II I IIII .II1 Ilii I III I11I IIII 1111 , 1111 I II 11111 .11E i, , i. DESIGN & FABRICATION DATA • Design and fabrication meets with "National Design Speci- ___,P_ICc;; Hca: 1 41 -- �._,F� 11w•,..r �;;;;, fications for Stress-Grade Lumber and Its Fcstenings" by �I National lumber Manufacturers Association (latest revi- r C.O<;> eL) V; /F,M.1 4 O � ' .r�� # sion); "Timber Construction Standards" by American. Institute I r / ' "1 e-) l 1 of Timber Construction (latest revision) and "Design Speci- AUTOMATED BUILDING COMPONENTS! INC. fications for Light Metal Plate Connected Wood Trusses" 2 '� � 2 i4 1� by Truss Plate Institute (latest revision). Miami THE GANG-NAIL' TRUSS Florida J . CALVI N 1 U R E I T �F SI " " BY �"°� GANG - NAIL HARDWARE �'�' `'� c `" E N i7 INE 1. rl DRAWN BY a6�pit V�Fg DRAWING NUMHfN 1 VA Galvanized Steel (,,. 97CC �gC.0r/ / wG ✓ /�Q d •r; F. LM Stamped from Manufactured end supplied by Automated Buildin R e b j s t . N O . ` -' c-' 1lEvisro APPROVED MI emi , �.,.C� �:Z1 _�,c. �-7 t � t hardwareonboth sides ofFt�usreface tell Bang-Nall 1���� 3 c� � �31v� � =yc� tA State 'C 1 DESIGN CRITERIA LUMBER SPECIFICATIONS wow � . TOP CHORD Live Load ' P. s. t. TOP CHORD: I' �� �' � � i• Deed Load 7r BOTTOM CHORD - Live Load = -- p. s . f . 1 Dead Load p. s. f . BOTTOM CHORD: ! i2� OOPd TOTAL DESIGN LOAD p . S . r . r7 - "u-85-vu Rnfler SP C WEBS: c-p design at 2� n/a Unlit struts increase -7- -zK4- tat short time loading '"7 W-C-0 ''This drawing and/or data sheet, and the con- fidential proprietary information thereon is the property of Automated Building Components, P Y Inc., and is not 'o be reproduced or copied in -� 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- closed or used for furnishing information to l r. others. United States Patent Number 2,877,520 covers Gang-Nail joint disclosed in this pnd related drawings and/or data sheets". NOTE: ( 1 ) Poiition plates symmetrically about the joint unless otherwise dimensions are shown. ( 2) This "o" symbol indicates the position of �Q--�- �..-� . - yEF- plate 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. 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