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I , i. .. � .1 '. t� ',�­� �- ­.,�",V­ , - I i i I I � � , - ` - .11. , , - ­ - ­ ­_ , - . � 7­ k". "!".."r,14 ..� . ,.,� . - "., ,4 . I I , ,V', _ , - ,- , \ \ \ " �r�, , � '_ I . " I - ,� , �'.M , . , - ! i - I ;N "'� \ 4 I i4i, %­ �* - � I �, 'A\ 0, . - -, , I I& 1, . * , '. 'I � I. :1 W. I _,Li I __ - 1;� . .8 . , 01 14 A I%, ­ F ,�, , it'. � I I , I �0.11,�. I _ - . \ \ I / LATE 4 A ; " 4 ,,, - 11',k6' � N. . " 1% �. , . "' , , , ­L " - , \ , :�. ,,, , 5i,,�e, 52".." " ", *,,�ii w,"', 4- , ` \ t , , - " '!,'� - -, - - \ .- - .--. -1 '16 1 1 - � i . 11 - �-:,, " ,; . -z. �� , - , , V-,-.­�,�­, - W . t. 4, W " X. . , - ­ -ir � �_*;* .,-! ,, " -, � , ", .�'; - __ - f- I I ��, -�n;, , , -8-1, ;��,�,j,l I _� � 0 / . � 100 AMP SERVICE PANE � I I HOT DIPPED GALVANIZED ANCA40R P I , " � � - � .. " " I � \ / V , 1� I ,� ,�,.,. ',"� - U1'4i -­ '11�' wm4ill, "_ Pr ;�V--,,�_*�Ok-�*i� 4""', ---,6 -� -, ­­�__f - -t,�, -.-._-.--, ,� . - � I \ I / ALL W1 (2) 1, �;;�� ".. �-'L'% ' 10 , , . 7 I * \ I I -1 N­ , . 1, - A", �� i� � I �. I - I ,a � I ANCWOR POST ATTACH TO W - , , , % L,�- ,4, ,- �' � I , , �A � � . , .1 ' . _".�� � �', _1 �,,,' ,_ ,� V 'It L' _#'I " __. .), ­ , " i�, , fwt.� " �_ 1. All work "[I be In Compliance with the SOCA Coole anclall local oralkwW.". f%W6TA*WLDM o� - - - L - -.10 - / 3/4' DIA. X 12' LG. ANCWOR BOLT (WC<.4.) ,,.:, 1, _. � � .�' . I \ / \ . I f �! , , _ I I I ,-, , I ,,,�; ��,r�, -, 1,11, � � 1'�s ''." �_ I I r " " " '.,c ,�­, . ILI *1 �1 I, _ .4� � 1�.� ", , .. � , * , CAOM WIT14 20W AMINDMEW6. ! I \ 11 I �OC*,�rt��,tj�'ki " �_ ' �'� . �, - L � 4 ., . ,41_,o�', I . - ,� � I 'k , - , . .7',��.:, ­­ � '' r� .. - "I. , � .-,�,,.#* ,:I, 'S L IGHTS, 6F `0'r - / j ��,#�* _., ,�"," _��,.� ", I - I ", * 1!'�`, IC 1. '.., I .t.�� .. � - " � o-,i* , , �,�., r -Wf- - . -, 2. Do not scale drawings. All dh w lom "if be as slxmn NOON Architect of 6N dIsc:rep&rcIw*. _ . , 14 I � .' i _� v, V� 150 _ . b 31-01 51 �.� \ I / / 1�, / /\� � 43�­ , _� ; ­�- - " " .IJ '1�� �, - L WATT .et" k, 1 ;6 3 manufacturer provkdes a guarantee against deroau in material and woftwwohip for a period of one gear 1 b� 11-00 1-0501 150 14PS I \ 21 \ i , I / � \ 1 150 �4PS . Wi 150 Wf-S'AL .. All � I I -9 -1 3 201-9), 3 -0. I I SO W" -108 4F50 PF=S ip � 9 , '� for the building and roo". Manufacture warrantems 40 gears on roof shingle standard pro-ratod !� , in , e i -*-.-- - �__ - ­ \ \ � - __ _/� __ \--- - / , - � '� 10 I 07- __ - - _____ __ I I -07 __ - , I ;D I . I . I - I 11 \ I / ,\1 , D_ - .- I" 150 WATT Hf=S LIGHTS O� -1 - I � . , DESIGN I-OAD � a -- ! I \V , 1, V 1 .4' X 4' x t/4' ANGLES w.D GALVANIZED Em6DE - � --- - %r- I 11 �il I __M * � Y^2 "%, I 1, \ A I INTO DOOR OPEW4G COTW4ERS (2-TWUS) EACH OPENIW_1 - -_ -_ ­­ I -_ _. - P140TO CA=-LL ­ I N 3 I., \ I%- - a t.'�, - - � , 4:� I . _ ­ -4 14 . - � I I /I 0 �t . : 1 �1,3� 1 \ '11, 11, _. Isk 1. Ground &km Load 30 10.6P. - I 0 , �t ! I ­1 I \ '\ / 250 WATT WPS LIGI-ITS ON -PHOTOCELL.- --- - ­ ----.I-,- __ I'll 1, =.,-, -1 I I -_ 2. Wind Load 80 M.P44. % I 0 1 1 _­_ - ____ - j \ � k � I b ! 4 %., � / __ __ , \__ - - % -0 - - .''�..�r`­ , --- RUIN - O.C. I I—- I., ".­_", ­_____ HALF f SES 0 48 - ldo� --- - L (2) --,&- r-AN LouvER - - -- -- - _ - -_ ____ - - , .. \ - - __ _ %L ip \ I , -- - - - __ __ - -17 , -, .�, - - . � � , � � I \� ,­__---4--p_ -....--- I .- 7.1 I � .-,. 1, , - --- I 1. ., - Je 9 . I - . � ., 4 . __-e____ __ __ - 11 � " - __ - ____ _�___. �;, ­ . ­ ­_ - I ' ". I _,�#'!,�," 1, , r -1 . FOUNDATION I - -4 W \ :!�� - ------ �._ 1� � ,_:-_1 �t I . \ , < ;k; . I -- . . � . 1;,�,­." A " -- _r ," �__,,"�,,� "_L -,�,� , �..,.­,,_.'� 4 11 I . I . ,#*.� % , I I , �,�# ".... � I - �,;" ,� �',_�_.-­ ", ; - __ Q , . , ., 116 I I I " ,� 5k, 1 ."., . , If . ., '� r ., - . ..'...V�,e,wi- � Iti, , -1 I , . , - - -7,1 ,, �g.W,-,1FA% ,'� - t­#,., '� 7A - .. L ­ _ 0� I ;, . 4 > -- � ----, 43 \ 11 .. , � - �.. - , . "4 *i I 7" I �,.,,. t ,�,p , . � ___ - - 4� , , � .w - 1, , . __t �, ­ ,*W , , ,-..*. , N , -- -- J .�% , _. -1 ` ,., " -l"...";. . 11� `4 .� " " � \_ . ­_1 _ � I A I 1.� �, I ., 1;�, 2 .1 I ;n�l I , . '�' , ` , j ,� ".'� . ' , � , '� , I-- - ______ 1­ � - i 1, , -_-4 ... � . , , , , , %, - 4 , " , , . I �.�,,�. . , , � E.-IN* 11 I - _7 I W v - 1­ , ­�� 7::- / / \ I CONC. 5ASE WALL , ; . _ , I ------\---------- -.------ - -- - -, \ ,� , \1 I - _�� - I "4��. I " . � , . � " - J#'; ,i�,�,.4,E_ I Qi - - - - )- --- - - - \ / -_ ,_ I 1.� I 1 7­ . "... �,* , 4 � .., I _ - - , 11 ;D 1. All above grade concrete to be air entrained 4-6% _4�__ � fk - I ... t'N.3"'., ', . t , ;� - 4 . .;k K, �', . , . I ., 04%",4, 1 . , 4 , �­." "' 1 ,,r�-"A.� -4 il'A ' � 0 a v - ---I---- - - - -- - \ � �;,�. A 1.4, . .�.I'. , _ �z 1, � , , ��� I �. ____ I. -On 4 - J* -4 0 \ // - ___­ � .�, !� , � 4 "� : �, - Z_ 2. All c4w=retw for foundation wall, foot", etc, "If reach an ultimate otrenglrt of k=V p.s.l. 0 1 clags " i CONC. WIl'-* WALL W/ OAD ?�X, I , , , , . . V �,� " _ , r , 4 , I - I I A-1 , t,:-,. "� * ..�, _� I . ,. I - - ___ 11� .., I ; , -- ... . . � N ... ... � L Fj -- -- --- / J, . - 0 1 0 - I . ­?r� - � ..., . . . ;6 and 4~ p*1 * 26 ckKjo. C4x=ste mix dmIgn "If be per ASIM CW and C,onnec-ticut DOT 814A, All interior - #I 11 %�`,. .,.-I � �i 'i", " f",:, ; . . I -09 �i*, �', . C,L.� : � I ''.. I � 1�,�;�,;,�,,�V:1­ ..'' . ,� -, t -­ I . , ."A". '4 . I . -,- , � '_ Xv ,11� - " I ­ - 2 conl=`ete surfaces "If be *"led with SiLane 611ox&ne *"for. 4 Vo-%I..##. - . � I -1 b ­1 G ;6 � ;6 �.' Ul � - , ISAND AfRrzoZ �4��,� LA,;r � ;6 4 , I — , "q _ - I I ;b ��,;,__L­ I � " I., I ";f�, WO-Y "I' � ____ \ ib -1 f 1 I , ,,r,,,,* I, . . 1. ��_ ­1 _;,,�:�­­ ­ �t �.4' _I � i-�t.-;'­'1-.,:­.­­, . , j�­, , -q i4 % - � .S. Cooni=%" reinfomIng steel "if be Cw&do 60 ap" coated del'Ormed Wro. . — R .4�_WPrIcr4%. ARE ' .,�.�' ,�. 1;�11. 1�. � - 1�. . ­1 I � 1] f : . A � -4 - '­t�,�f.fq� .i,� .. � 0 a5c "105 ip, - �,%,, `�', � - WV ;.,�.�, % ' ' 4� � � ,_______ ;6 1 !% P N 0; $� . ' � ". � � f ..�,*�, ., 4� � , ­4` d) U_ - r il - --- , ,; �'.. � , 1':-� .., A;,NA, . , ��. � \ _j 4, All footings to bear an *oil capable of su6talning 34MW p*.F. � I '01 0 1 . ­­­m�� � " (2) D � r� � ,0� li� I , "�' ___� 0 . 1 _4,4., OOR OPENING (If&' X 309 ! . .,*T. :, �'. . I I : , - - ­­,., r. I � KV ,.: : I *%, , :i - nd OPI14 , I..- ,�, - �­ -­ . , � � �, I -, � _�­_, I - , ,, I . �:k.,.­,'4�`11�,,� - ­ I , A -, I I . ,­4 ,� ,;,��& _ 'r 'I, � , - . , , ­�, �,�.)- , I , - I 1, , I .�,v , �ti ­ 5. wwrizontal tull reinforcement to lap 40 bar diameter (24'mW 0 c4wrwo a I __�_ - " - \ d) :a&,,% . � 0 I ...,-- --- __ 'I 4' i \ \ orc;ement. I - INQ 11""':�, , , 'IV i� 6. Provide corner bars o "me size and spacing as horizontal wall roMf " - - - - , ''' \ - � - --�,�,­��_ ." -,,, 14. 1. 1: , ,,:, - �. R. , - _-,!�".. __ --I , - ;, - , �, � �.,�. � li� � 9 ,�.�,, 1:,.'� � � ,� - . _1� . -, - - , I W -"--,. - - � � 11.� � �,_!K I I , , � �____ � � - - - I , --- if- \ i " -�-,', " I � � " .. ,I'L I li � \ . L, I � I * " . "' IN;7_� 1%�_. __ ,L,_�,,:, r " � �, \ . � I I �F, �. _ , __41 11 F I., % _' :" ' " '� '� 1 �'. ,& __ ­=_ \ r / ,�,�; ': .,! - - . I.t_-. .-,- � . �_ ­ j, . '. � '� .7 "l'-­ - � '_ 4'�� _� � -, � - ` �'Al i- 4-1/2' X 5-1/2' LAMINATED WOOD END _'____� � I I -1 I -� L . - r .9;,��.,.1:4� 4410 � 1'j, ____ - I j I . I _. -�`.;��, � �r., 16 A ':3 , , - ,W, � ,��;,4k.l, � I _ ___ I ", .' - , ,�­ 1­ �', ..J" _�S', 1,�, - ___ ";.. , i .­ 4 _ . ­4 �_ t 1"N - . 1. __­ I--- � �Lj� , / I � __ . �.,,o E� I � � 1, - W PARDWARE/FASTENERB 4 - ,,�*,d ,_ , , '_1 " ,* () � i �_- COLUINS W1 ANCHOR PLATES ,1 POSTS - . 11 �' A f �*.,.,j - � . .�T,l - I .. , i -1 , f__ . , � re?�. _� ". � - .,;i� " ,11.1 � "., 1, - , '. / \ I 't � , - - I I - � . , A I I \ 11_� .. , I � � .1 . 4 . ­­,_,�­'.," I I" . . .'�' - . I _1­ , - . ,1 Ap", I �'l ,..�'�,.41-, , �4" � �, - 4 - , � - , - - - i . IyWZ�,'.�I, �4 - �,� " ' ., 1�, - �� � . " , I ­" i, � '.:!�,,�- I - ,�'.%',.% �,_,;� *'.' , .� .".'.. � irm , ­ I . - , I ­ - - � � . __� -.1 ­ �",�." � -,� - , . ", .. 1 , " 9 0 1 . 0 ,_ - - I I , �' / )K I `1, � _ �', I � . . . . . . " ­ - , I *_ , , 7� t I— I ___� �� , - , b ____ __ _ ;�, ,� I , ej) 2 400 WATT METAL WALIDLR� ' . ��_ . *L, _j,' ­ "': ", t­-� �� , � _# -1 -1 I I PJ.U. LidzkTs I .'�. " ' - , ..,-, - - - _-, x ..4 .. 1��-X, $*'_ ' I I 1. All fasteners "if be hot d1plwW galvanized. - P /\ COSIC. C:OfeeR GRADE BEAM - - 15OLLN - - ' r I 1: :It � , - � �4 411, �� n C14 !� I .. � 11 �,.. . "_N'.,'­­ , ' -..'.,re.. L. .. 11�1 ­. - - � ", 1, � !� i 40 A . �5 --.N- /' � ��' , _.. I , .1 � _ .�� , 1� ­* I - -,.:. t ., . i � � � . 1 ", . r - . iv# . , \ _ _ \ _/ I - 'S"'. &-A, ." 1',1V I i.. , ", 1, I , ,,?� - .'' j...� . �. I `�"��,-­ �,Z_ : I � ,. .- , "e" -,�4 '"', " ­ �71 , I \ _� __', I I . , . ,� ..-,. �. - - : � * 2. Tru" plat" "it be hot dipped galvanized and painted with c4ow c,oat galvanizing after all tooth are puncheaL __ \ � I", ­ 1�1-1 � . V ___�7_ , - I I - � :�' ,� � I ��'111 ��,.'.:�, � - . , - . , I I . 1 . ..-i- - " / / - I ,�-'i�_� , � � � '�, ff . - Me -paint plate& after as&embIg. - " \ / // ____ i CONC. GRADE BEAM LNDr;:R DOOR 48' . I 11. .,:, ,; � �,�,,,r'(' A___'r ­.�­ . .f*.%__ __ __ -1 - DOUN 11: - ­ , . - , I 11��; I i _� - \ ,,� , ­i �! .. I:— _� !" ­, I - - - �­,-­ �`; ,.,' ': � '� "L� .; ' '.�� � 1, A's 11" * -- 4, I � WA .:1 . �� - ,,.,�. r.��' � ... I �� - I I " - - 1; WlA4_L& - ­ ", .� . _ " J, ,?,� I lk , ��, / I _/_ \ EX74DED TO CONC. PADS OF: FLANKIN53 WINd .. .""," "I 1. . !_ f 3. Provide though bolt connactom (hot doped 0alvanixed) at each truse aall/connactlom:t�,r7�z__�Y_ - - � il I qlll��# .� \ , " O..'' _'. -! .1, , ''. " \ 'r, ._" It, ,;,�!_ ,:.. -, I \ 1.._­�.__,_A;._, ­ I � � ­ ­1- . I _1_.­1 . -I.." . I,z - 11 I I - 11 - I-- I � . I - ��,, ­­ ­­ ,"",:, __',..",.�,,',I� ,-,,,. . . _. ".� , � . , � __ _:] , d) - "', I ,,, ;. , - 'k�;,. 11 - - ", I ,;. 1�1­ I I- ­�'A' *e.,'�-,,�`O' �i"' Zlk I I � . ­_ , 4 . . ,�, , �y . 111�'�_3;" ., , I , A4.: - ""t" , � .,�'.l - . , , �, . -'r * I . - I I .� ­ :;eT�.�Lkv;l .:..,.. 1 HEADER BEARIW* 0 30'-O' AF-r-. PROVIDE 2X4 - --- I ,_:74�s I � I -, �, -_�!. .'il, I . - _,; �1 ­­­. , :.." - " _� I , - KNEEWALL ON TOP OF HEA0ER TO TRJ�S$ BEAR ---__ __ ,7­, I %�� 3-;,."-1.� +,-, ` _. �-;. -.%'�.*' � - . � N I , ­ 'I fli_�,,., -.1 � _1 __ __ - " , -��`; -��­p . ,!.� �-, " � , I , � 11 - I , . ., w" � W� I . �, _� ­_ -V, � - �.___.k��_ - I j - � " , �;k .1 I - - .. I if __ -.�,*�i',., :� �,',',';,�7!.,� :� 7*� �____._ , I < / I �_ )�v I I ":. ,, , -1 , ! --- d) / -, / - - \ . I I . I R001__ ING I "I 1� 1'�! - , I / I--- / � ,+> // \ , I ��- - _. T.11�11!"�_,; �.�, I "r� ...,; -1 � ,/ ­_711 � � I � I - -, , , L", - . I - ,`,� �,,..t leh. �� ill V - " "O'' " " �,�., -�z I .'�_ f'. y. �,.� � 4 ., I / . , - () � ;i :,, , . / 9!bk - ��'i � "r � . . - �;* . , � ,,�:, !, , . ",% - %,;_ ., ,,�,J; ­­ - I - . .�,,, ;.j� ,�, ., ... b I . Xn ,* ' " ' ' � - - ". �., - .�. , - ­ ` _7 I � ", I P QTX, ,-, �) , I I 1. - I- f - . . I I-- � ' ,%,o pps " - , * ' - ' ; �' : ­ :1 �,J�l � , _�_�____ - _"�"150 �4P5 50 �4105 iry I - ­,.. . � , a r,*. ;,��. W ���� , -, ,� r / --k . ".; ,;- - , ik � 111 . I" '_ � ". �� ,j "','4. _'F fi `,�,,!,`,*�-,,�, X �, I I ,41., Q;t, '. � PP - - . �, _, .�,.'� ,_ )� 1 . ­� .Ml-11!�, . � . �i. . .14� � , . I �C!�, b � b , - - i . / - I � #, , � ,� If I_ . " W=_==W,,-.1'- I - __ - \ , � IW 14 � I lu tf� , x . .,:.1',.::,*W' ­,,-.�`, .-Y - , "I __ I / __ / � 1, \, ""\� - -_ MOVEABLE BARRIERS BY OWNER EACH SIVE � U��, � �, -n. I ­ o,_�'. .--.-. * - !� 9 L Roofing "If be 40 gears "f-se&IW4 3 tab, 42"It saturated Felt. Color "it be selected bg owner. MTAIA-M I I , V, �'. . , - _� / / _ � . _�".. . *1 - , "; " -, '1� - I k I ip� , / \ �� - 14 " I Is I f , I 1� L� 1. _ � -, luttern. . 11 I � I .. � I 1_1,�' �f "I I f�, � � , '' - '' _ .�. 1. A6 PIM BOCA SCIA3.6 nail . 1 - I I !�� I / - OF DOOR (4) . . I r" *. - � , .. 1, : , , , - 1:,1_1.,. I �t, %.. 'A' �.�� '.,.."k.; �j - 1 , .-, , � I . d, 4 �, � . .:�! 7 � K9 . _�j.'_ ; J#_'.4. !�-�,�;' I , - I ­ , , _, - I— 1 �� 41or - I -- - � -,�j, .-bwl , , ..'rn"... , 11 I I � pl- . - I I" "I - I I .­ " 4z­`.", -, 1�"C. , � ,. , . I- - f " , 11 4ft .#,t; , w* e j�, " k�i -A. 5- , ., _,'i. " " �: .'-,.Z '* !1_-V-�� Z 114, .1 _,�ii� " I " , , - 1* .. ,6 2. Flashing "if be aluininum. - _,� `�",,,7�,� ., W��,,, o� \ / / X ,� - � � t -1 .11,; I �-, ,,-S'-14,-"* \ , - , # .Ili / � I .. . I I ­ _', " - ---I -��4­,�q 11_�U - !�.,,t�� -_ - __ __ ___ lli� \ \ I \ t% � I t ­ � ,/ \ f7 __ , -1 � � - -A . , I / \ 'j, IA4�- . , -1 1� :" _ T. � I -11, t / \ .i - t� 7, I ,_"­_,.. ­, � � ., , �q .41''.". p - . Y 1;kl. 1.�. , 11 M-41 __ - =--- I . . .r I - - I I `:; , ____ ­1 I / 3 e� 7��..",� . � �-,Z'�,- I . - I \ ­ - GA15LE LAY OVE �7111 -i �5A,�, ­ .4, ­1 ,�* WOOD GONSTRUCTI �, 1. ­0,1n, �� I --- ­._______ / 16 I \ t.;� -LINE Or Z f - ,.:�7 4 . tv- .r� W I " . ;6. / / = . . L 3 -t � - '-7A-- " . I , �;,� � 1� � 2 - 4 � �� . �.­�. , I i ;,. - - q I . . i /I ,-,A�4 i ... -W 4 - ,..A �, .4 , -4 �--� � �W� " , , �7 7; -.- _ -f j I "I ,,,,,,,,,,,* ��, - , � . , "..� -71 _. -1 � .4 �,.� " " " �"- - .1 ;:_� / / I \ \ / * e - , I 4 I b ;6 . ,� '? . , -Af,t % � !4 1 a I t T1, 0 / 0 4 ;0 I I a - . - . � , I �; � I_ N.. �, I � -,, 4'-O'%v 5 ePACES 0 4'-iV' a 20 -10 /13--&- SI-6 / 4,4V - 112!:� - __ _ - __ _____________ -------.-- - ­ 'k AW4 � I - V 1. Clomplq with the following *t&ndardst I � � I . ­ / / I- _��_ - __ - - _______#_­ - � -_ � I ------ ­ __ __ , - ­­ . - - I ��; I 0 r-Aw - , �, i� 11 -4 �v:ov� . ,�* � 1, , ,�-_,f __ . 1 -1 - I - - j �4,: � '41�� - *"";, ��- -_­.� , 4Z_-_i . I \ 1P 9 � 4P. *__ - I , , Z_ *, - .4.- - - .,,e- , - - - -,, - :_::_� � " "*-,w�;t-yv *wn� �r�,x , LuNber: Amw�_-an (106 20-14) M6. Department of Commerce) I . I 1� ;6 \V - �, - T -;—.- 1--gy - � /4 __7 _� ­ 4, I b . I I I N4000, b . I/ ­ - �, % - - -- -­�f I ! I � ­ I -1 0 . � I --�L - . ­ -_ -_ - /I J. in - : � A , L �� ... ��, V 16400001: Construction a kWk*trIaI rNwood (PSI-83) (Uh. Department Of Commerce) I b! ,A I , I It u, -- -I-- - - 1 �- " �. . I . - 2. I�Uterfalos . ;r� ( i I I,- 4 toom . - N e!��_ , - [-IT I r7j 171 , C= ? 171 --- Twl-- 7. u I _" , � 14 � 31" I lb .. 11171 , 17 = 11 I - ____ - "I'll'I'll""I'll���!�!��::���!�!�� - I I . . rl, T, 1'. I � 1. 1. R, � r-A I ... \ � \ \ � Framing Lumkm % 0onstruction grade, No. 2 0019 (or equal) kfin-c*Wd tv OVW*406 mOlsturO "W""t Of ft% \ \ t____ __ \ - I /1 .- 14 7 �, - �j ca � Eli] I . IT113 11-41 HI ''; I M, I ­ ; - A *141, . � -- ! 1 1 , I 7,r±, - I I : ! 0 '00 11%! - 1W . . I - . I , , i I . F - - 2Y T-2i/41 1. /4-y-L. I.i , 0, I I I I &I V '!It .2 Allow, . ��. ' ,A_':�*'�� ... . . . A .. j. tW� % W`:11-11 1� , 11 M W I - .- I , iffm V. - , '. , )W-, - "N ., 4 , �-.­ , . I � _& i -1 I . . . - �;, � Y;-, - � , , '. A_ I I , S. Nafl%g 6chedwkt, K"!,�! J ,;� _________11_4 , _1 I I I �) I - . . � i yl..�V,.4,,� WPI& I --- I __ --- lbO 14P -�_ _ 1 60 PF5 4'-V' ,0,41-08 M 0 -1 . . t?,A,P, � .�;� �,�,�,, L - , t__j I - I - I - 1. / . x -1 . . , - I � :Z- � 1*0 ____ �__ ! I " I 11 . � 5/6 Ciuoswt to 2 X & Chord 10p 4- ox_ � i� - , �1, -1 I I 1� I I . 11 ; I � I f -_ I I � , �� ,_ � -9. - L, , � A I i I 1 -4-150 1.4,-5 111� , Sk;vl��'11. � ! _-Asv, � I . I b _0 '0 , , , -1 - V I .m I .�Y.l '.'-;?'�', .,�, A.'. 9'. I I W1 N14 P I - -_ I Web brace W-P COAL NO I I j , j - I I � . /I--- I - _. 0 'a b qQ I - I -10 I 101 I ,%,. - __ . � I C. " Fasten root sheathing with 8d galvanized nalles 69 or- * &II edge&. 121 or- a Intermediate lines. StSeeW p4n6I6 -4 1 : __ I !i I -ro 1-H&C � � I I i i I i I _14�.i .-,, --� ill � I I I I I -1 I � 11_ '. , --t ____ F��" 8WiTCH, I � . i ��, r ; �e ; I -- � 5WITC_H�, ir% 1 Y-08 41-0@ � - � I id __ I CELL I I I I - __ I� _4 - - i L - - �1_ . -11 t -, - , i I " � � j \ I I \ 9 x / / . I . , ! . WOOD I ! ; IP-08 ?I_1Vq Ill-ops . I 4-dr - Ill IV* I �11-00. II.-V I -0 WAV I �_�� ,,.-,. 04 ill 124'-C' -6� W* - . � - __ ,K] e ___ 1-- --- - C. - - 4 --i . I ,x . '. , � 14 . -, �_ It I I , I ,-V� 01-dr � - 4­4�1 T- -- -- - --- -- -61 12'-V' , I -rp, / y f -00� w . / f- ___ 19(;l'- / . . ] i "'O.' W-or . - I ., I , r," . _ it, - _�. I I f ___ /? � . 1 .3s 31 1�1. I � 30 0 - -01 I �_ - - - ___ V-0 3--c@! 1 ; / ,,;� .� _. -,�, �, / ; ! _V!,,3..,jV1r ._�� I V. - � , a 3' Do _ _2__ ,1,3 -OF�V-0 V:,�'-O� _ __ _ , _ ___ ____ __ . � \ - ­ ­ - - __ ____ _ '. - __ _-.IV ___ __ __ _ - - __/_ _!!�� --- 4p� - '4� " = ­/ - - PF- - - ,4_IF;1S_1!n - IOIE70�3_7E� I _ ___� _ ___ .,,,3 __ ___ ;_ � __1 ,;e�dr, 6;-. / : -01 IV-& W-W -04 - W-00 -09 I " , __ - __ _ I_ � le . ­_ ________7�_____ 24# - 7T , -, _ ___ - / - a I - 1, / _____ -124 ___ - / I ­ ­_ / / ­ -_ - W .0 W-OiT � a T_ -,r 12--0- dD 12--00 / 121-W / W-00 / L True* design and cletalls, to be bq trus,* manufacturer. All lateral and dide"I bracing iopetween trusses to be . . . / I - _ f.,*- I ___ __ ­ ___ - - - " per M&nuftoturwr. %0 . : , '_ - ;6 k,j�;01!%?!j*.j�?,t ;D I 01 I __ J_ # ,�,,'\� - ­ . , -1 - -,,�, 5. "4_jQ-h:A 2. Compiq with the "lowIng published standard* for the design, ralorfeations and erection of wood roof trusses. :� J! I It X. , ­ 'y .", Is M V! . - C14 .-N 0 __ t "I - - : zi� / �, 04 " .1 .:;,.'4.,- , National Design 42aWficatim for Wood Constructi bracMg Illood Trusses tew-1010 ,�_, 1t.#1'r .-� AAMJM" 'r X5 AV-% LEAN — TO — 5T=rq;;.ltJCTURE I 1:� 'kI --_�,;'U'N '--:, ;, - OUtUmal Forest Prod=ts Association) (Truss Plate Institute) Q0100 e8z"firmathon ta Metal Plate QgWrAwAad Wagel Trumes QhK mWilcabin &tarwdande and pcegedum of the (Tru" Plate Institute) Truss Plate IMdtItLA& 3. OWkKj a btructural 6ginew to design all wood trusses. Wmit aealod caloi4tiono to the architect for approval 4. Design wood trusses for the design load* show on the draw" and as reclufred to prevent overstressing of each member or connector piato* during fabrication, tr&moportatton, storage and erection. C 15uk=Z 2OW-2001 louk storage Inc. All rights reserved kwx, hot cowlotod W4 protected Ito'enda ine$, PWM dranwee, arrangements, &nd Other related materials under ooWW* law. It reserves all rights worldwide on all floor piano, drawings, arrangements, and other materials ==hw aim I ___ - I _­ __ , "."W.I.- - _ i. T � , , , . . ,. 7�7 . , ;.-. ik� *� _._­,W;�c .,!�' �7.3,,V M-7 I- P14- -z' A, ,��,,- Q/ � . Y­ " ., U_ -;� 1W 11-4 15;�_., V 10 1;,� Z� �� ,4!� .1 ", ­ ' *'- N"; �-n, ;�- - .. '(0, I 4X6 P.T. POST ANCWOFRSD IN GRANULAR 4 � , -.,,::: - �L� I 1: -_�: * 1, . = N_1:__1 1� - FILL POST WOLE 2X4 PUFd_INS (FLAT) 40 16' OZ. , �# .1 4 'i )4_'Z­ - - __ - _& - N, n3,)6 I . I � , N - 2XI2 P.T, WOOD WEADERS (EACW SIDE) . i I I . I T I ;�\ __ — --- �-- - - --- - -- � ---- --- --- ­- --------- ____ - - __ ______ .__ I — ____ ------------- __ ------- _____ - ____ ______ ----.--- ___ _ I ­ - I i0kh 41J 0 , I I . I I I fmifv� A�31 ��� - -6,7X1�1" 1 , . - I i I r �q�� �r _-',��*:, ��Av '- .1 t4 ! I 1 W141 , � , � � ' �� I -, , , "'K \ \ ___ __ __ ---I- _­� ___ ___ __ ____ - _______________ _ _____ _____ __ ____ _____.___ _. -, __ _. _ ________-________, � - -.- _ 120-Ir - - I 121.6' ___ . -IKW — t __ ___ WA01- - ___t ___ __ arw ,-. ___ - 121-104 � ­1� !.1 __ _4________,._­ — , , - In ____--_--- , jr ______�_ . , , . � - ­ - 'I' I I . ��"14 -, I . '' ­'­"*"�.'' � ��.F'l �_ .- Pk I � - t , - , "o, _­qw�v . ­�,!'�­ -�,,�T';", � , . �� '��!N,- - `f'�101j,�­L'X�*z�- _ � -� " , . ,­ '"If 11A1K2*_W­1 - r . I n I 04 , � . I. A", I -61 I � - - VA*kt , . , '. ;-T' ; 841-61 , �, �-, I ,­., �­ "I 11 . " *. �4 , I -...--..- ­ - - - _­ 11 ­ . 1�, �'. .; , - I .-Je ­ ­ ­ - - ,- . __ .. Z _.L:_1t_. __ � �. .. I. � - Y.1014 ,� - __ ____ _ - ___ ___ .-----I-- - --------- - __ __ __ __ __ - - __ - - - __ ____ ___ __ ___ - ___ - ---.-- - - � , � ' '�' . . .,i'� � , , . , r. '_"� -i " ,"' " I � �� - � 1 , � '. . .. . 11"l-io, k� , I � � "� A.1'.4 -4. I . I _. . - ,---- ---.- ____.- ., !. � � 11 � I I I ,J.,� &,-� ,�,- 4 , - vt ,,, , 1. ­ '' - , '�* - , _____ ___ ______ ______ ___ ___ -----------A_- .--.— ___________________ ,- __ � _ _ .--,--- - - __ __ � , '. 'm JX , . , - e , _� �*�,,t'�,;, I " . . . . . . . . . . 1 q,j�7 �, ��:�'o;'f,,-is? '­ 5� 1 -1. I.. ��t �.�, �� t, '��­`; , i; ... I , . I ­1 � � ... . .� - ,. , "' . " �;..- ,',� FLOOR/FOUNDATION FLAN NOTE. VERIFY DEPTH OF EXCAVATION IN FIELD. , ��%��,.:� I Ir � ,.�.­ k — 57- , ; _� -.-..' 11 � 1f], , -, 1 �." . , I", , � , , � ': � mr wle, .11 , , -, - I I - 3 , �W. , , I - �`. I . .. ." ,� I I I . . r � " . " ,,,, V- I - � I 6CALE- 115'= V-0' .. � i a " Ill-ro, , I t,,J" ­ / . ­­ -- _-._-_-,- / -:�-fx ,� , 1 6 .�� . �, " , - �, , " , �. , " ;�., _ft "I- -, ."S. , �1� . I `�,/, , 1, � I —, ...... . - .,�� '. 11. . . �_ ��k%�:01 �� I i 1.,�? I - VIL I , 26'-ro' 0 - f__ 0 %, Y 0 - 1411 (D 'I 0 Z X A - �) a r- I- �:3 0 (3) . H1 Uji �3 Q_ 46 . I J1 j 1 1 M 0, I N1 71 7- ! a Ij 0 I -1 i - - 01M^W" I Ke\/In Conrq I E3^*1rC_ Oc3/23/02 SC�AJLE: 1/84211-os JC)E3 MC>� S�Hee_r I C)F 4 allp-e ONNIP- 0 EAST ELEVATION SCALE: 1/6'= 11-0' 22' LOUVER - 2 I 4 LIGHT ON SWITCH STANDARD WOOD TRUSS T-111 WOOD PANELS. LIGHT ON PHOTO 16' X 30' DOOR OPENING \ ��) Z X I?- 45 L161D � OVA I LE m u C7Au/ NAILS 2X4 GIRTS I 14up"CANE STFL40, r I - 14,11EE WALL Z XG - I o g1rsc.k 1X4 STAINED TRIM HEADER DETAIL SCALE: 1/2' = 1' -0' GONG. GRADE BEAM UNDER DOOR OPENING BONDED TO CONC. PAD OF FLANKING WNG WALLS CUPOLA (OPTIONAL) 24' EXHAUST PAN -ASHING • HORIZ, JOINTS 11NUM DRIP EDGE f AINED WOOD TRIM � a;, r spyC�.�* -�� . •� �} '' ,yam, ti ��r 1 � d J , Y °'�yR,.. 4r. �• ! tii ,l.:f � x ��' '�, i�;r �s � Mr �4'. •�� t''t' rj^, :%� 1 r ¢5 i y ,s s3Y•c �y,t84' t. ty• * k iW1 f1s .y, ,(( '�,b:p�F4 t': r r¢'. 1(�afi ,nxr _,,,,. �(..'`r�fr_ y�*t + t �i ':'�"'i' i e •T} k I a,f'.1, t .s,,t '4y`!' +.� i y^ 1. 6 �.• �. _.., f. ! 1;-y,r �••. •'p �"t+ r`:'7{ } n..�t t >.. i i1y, a �.'J''C fl c� ,�� `�?a K c;,�..5t� t{ ++L- t►sf� «�.6 �� =t '>�`k %� w'4y � 61.�' �.f�r��y}��.� ,�� ,�. y f , y�i,� '� �t� Cy s i tF 14 '• y(' 'T c a tj�.r+�� i L �f+•t+ �ri ,••� ! .� J': s_ 10n F V..'�,� "`y '1. yN s{ `�, � ;tF�o �;� A � ; �.� r �r �.5�•G �r�: "i `,ij "4; �Y ="',fA! ���, t� ��T�'j�}.''� '�`_ ,_ a 'M ,. 1 � I I ! h ri ei w rt< r;.a=;�� ! I ! IIIII II r �"1 rAINED WOOD TRIM�:� " WOOD PANELS ' r 12 I I = 4.2 k12 HEADER lid h G. BASE WALL G. WING WALL ON C. PAD PIT, POSTS ANCHORED IN VEL POST HOLES IL -11 j _ 1 t II II h I I J CONC. CORNER GRADE BEAM DOWN 48' _ - _ L ur_L. r _ -1 r _ - 16' DIA. CONCRETE FILLED POST HOLES DOWN 48' MIN. 12' DIA. SONO TUBE DOWN 24' MIN ' WEST ELEVATION f ' II I� ! !i ;II�Ii1111I11�1,� 'I II I,I; I lllil�li I II� III �!I SCALE: 1/6' = 11-0' ! t r I I 1 J L , 48' CUPOLAS ( OPTIONAL ) CONTINUOUS SHINGLED RIDGE VENT TRANSLUCENT FIBERGLArv-S PANELS CONTINUOUS r �-I- r 1 I ---- - - T-111 WOOD SIDING (TYPICAL..) ASPHALT 3HINCsLES DROP GUTTERS DOWN TO r_iT -' RAIN PPE,, RUN TO DAYLIGHT — --- - y _- _ 4X6 P.T. POSTS ANCHORED IN GRANULAR FILL POST HOLES I' 1 I I I I; nr I I � I 1 1• 11 ,1 f + DOOR O*EWIP1Gi WIDTH _, arm ��'� _ ,,,�fi� �:�x'�t'�e:�'.. , y5�".���ra�x•.���' i ; '>� ����� , . 'r� � , � a '� }•sr .°�E vY lfi���5� • Y• . �" °ir > v'Y � i'J�'i 1'tZ. #��a ti' ` r.� "�'X'�.�++�Y�"_�i:e.V#f. wf °�,�,'"., . `�. :�te � ��:: �• 04�t t _ -,rS. t y�ldr d '�' ']G � �E r� •.+ P � r •ci'i ''".� r - � 50UTH ELEVATION (NORTH P.Lr=v. SIMILAR) [4 ,V SCALE. /� C ! A Jt ' SCALE: 1/8' m #e0 K 1 Y J 5 `� 4, t •c. fi, rrt u tM, 'MYtS t4 �� @�?:' r�. ` ti.`x �% � a� .� :.4 w[' 'L� . a ,. h� 4. .gip . ;, • Ir IL_J, CONC. BASE 4 WNG WALLS (TYP.) •i 1 1 I I L_._..J— L__J L._..J._—t_... - -- �"�� ---- -- -- ----- —--'�__`'—------- _._. CONC. CORNER GRADE BEAM DOWN 48' \' GONG. PAD FOR W1NG WALLS DOWN 48' 116' DIA. CONCRETE FILLED POST HOLE DOWN 48' MN. 12' DIA. SONO TUBE DOWN 24' MIN. W/ (3I # 4 RE' E3/-tIca. GUTTER =IFtA,VVN evin Conr �[SATE O �/23/02 S CAL E 1/6' =11-0 a JOB NO_ SHEET 2 OF 4 SHEETS xl; . .11 - " I 6, ,,yet .� s`ru•4 s : w '. d ✓ 31•gi. a:,„:"7'`,,a'' :: e .A atC ,i ) ." / i� 4Y , }t N < % 41. It t� : • I eA, �� r sr � � �1 n% r , F• �.��y,r�sf,� w p,� Y ,. ~�.: f ri , ,{1 ¢ ,>. �- p�,,'ig ' "F A`.i n,,i .: rN , i.,•rv.i K ,K6 "`'r' jjyT �pp t J k. ' .M, �Y! 8 �;` L' 'fi i.: •J '!L' ,' L _ .,,, Y'.t► .'.vr ,y: W 1.Y I .i,k- �1�,rr'.'1F+ .�.LT" 9Y* ,r. tF d rt P. "' s � �'''.. <,. A r ' r£• '+�, .-:�` ri r-' 7 4 r` � , .F( I' •: ¢. r rT r t ' r �1 'ti;+-- i ''�` '' W,- " i - r 'r7' ki •r. -'. :. �$i r ,rr, 'N -, a. .4 r.• •;1'.�tif`,�•'G.a..- ,r s.:r v,' .�+ '" f - ' 3 C' ': V` ",, �` C F ,. ' ?.:a. _`3,.. > ,' '1m Sri`{ • - t't Jr - •a t `' r+'i' r ,.a , yr ;AF' rj C?'�r 7 , � .x, ` TYPICAL ROOF CONSTR'UCTION... � 'K � ; , :�, � ; e ' ,4, t ABPNA T SHINGLES OVER 30+ ROUFINCs �1.- - L L VE ri tt... .° SHt T-A RI r, ti ,, s ., �. , v .ry _ _. 1VC.Ep YEN DG� j•'t r r • P ' �. g,, , + } l S' g° Nr k - .1M u rr ay • " I ,.r r T ON 5/8 EXTERIOR x �� �•�` � FEL E ER OR GRADE ,<� � �,• �. '•�. r - .!!, „ �7f` :I i. c, , ,,.Ufa n .. . 6 'r .. ,. ,r ,4'7":`'i•`�. _aj;... t >c- S , . , ��_ r ,r: '„ �. `yta 9 i, ..Y.; .j; . f�'' , ' w: I SN? •e, x.: H: ,C, 5 .S F PL YU100D SNE NG PRo DE M .•. J1. �, . r r. r _t .. Y i• ,, . �"_-.. •#' r , v ,. k'{ .: h - ,fir '. . h, .,� .... y _ . r '.! ,�.� d , 7 ,•> % , :•R.d .. c,l'k } <x,•1rr' .' , ;i .-1• 6Fb. / > f ,' ., ar'.. BLOCKS OVER ROOF TRU35E8 ON ,. � .,„ •,... ,^� ,.,L �,: �' ,•.� >_ d Mp • i 1 y ' �' ' "R. if 1 J 1`; yy A' : i ALL EDGES .� Y y, PE CONNECTION ,." , . '.: �.. x ' �. _ 3 �; r''' M ,.. r. y . i{,n f, I' , �7r.,• ' / VERIFY W/ TRUSS A1,W y (( ..' '• :. _. 1l r , ai P. - 1 'L: tt eh - �•'1•�', 't �. •.�:. .. � 'r �'_ ." -. ... y. ^• t�'Gh �.: . � � �.,1,V4� ,'f '. J_ �5' �'> _ \ �.- 4 � v Y'/L¢ n. . , W` ♦ ,isy,t; y ,. :: r� r" or T . i S 4• -'p jT•1 W., ." c:r�, 4. .% ~ , (//yI I jL`� T ', 1. „+,•.. !. 'FI {1 f .r �i. -_ :{JORY _ . �,�' ,.._ i' _3.v1.r .�r-r`X'.. •R'fir,� :r�.a:..lr , ",S • -!'': . ,�I , 'F. .,y'�1` " / r ,e. 1.{; J •�,L ,"�'.�.. +d,'!E'i ''}'{''y' R':'. u+L- IIYr •l''�'3 :'� " C i Y .r. . , y�,, { Y' r°,' 5, .., A^-. t°.: ,,�:'�*:tI '"f,', 'j �Jt= 1�y.+x p,:•1�, ,y _ �,"r'>p: :�,,.j�, r. �. 'f1,4 !' ,. s: fro- ..,d';:: 4�.'' .. . - 'h •i�A ^l ,:K��S �y`, ,fi ( 7.,'"'' y _ 1 �dyalT1: Lry'�v rf, £.a ,cY: .;_t FSr. ,7>e�.r .7'�'_ '. o V. +i( + To yr11 t IR i'd,. ti'ir 3 f :a7 "'�j ': *f` •ifi`7 - C ii�'•P.^ §'�S'rf �• ictj '�� 4k' p I . / .�'F.i•4 1. Y �S'�`. �! -9"i i ' ?, _.4 ' •ti ' .. T �•. I. CONTINUOUS TRANSLUCENT PANEL wi ''yk `M ` R �y�: a � Y$ SE 4 s'�,i$ t r'r ybT,r9�a '�f Y-�1 i l' ! i:,j I " -' It r1rl' ,i'': g. ,''Y. �' -• [ A� 2X6'e CUT t0 FOLLOW ROOF EDGE ► - , ALUM. DRIP EDGE --- 1 I ; CEDAR LAPPED FASCIA -`_ - � iX4 OVER iX& . I." #Pkkr ___ WOOD �B�• LOCKINly�G AS REQ'D CONTINUOUS CORRIGATED FIBEt�A88 TRANSLUCENT FoAh=1 g rvW1QT1r_A1 r k' * , s r r Y r y N { r •a 7t �. r„ K F ^� A k - i � y �; t ; Y;. L� era urIff'' •� �r� a 5t,•:. �. r T ':. 1 -J .. �, `. t,71� .� Ti-ti arcxii stUtNG (5/a ) • - .t • ,. - h..,.: ...:r�.,,yy y q.,S I'i� SR",, rr ,��'�:.'. Tt; -�: ri.: :.. ,, .. , - .. a , ,, _ •',. -.... ,'- ,,1 ,\' ^51 [`1 �'t 1 -n i' a ,. •' 4s,> 9 . .y L II'If''7I11f y 3,„ .>N : .,-.,•A.r t / A,:+.. .f 7 >•r•.>. ,.. •, .1 .. L.J },,' v''a,, ,G'• .. a. 1 ;' r. }• ,'y ':. Y �( ^7 t C • F • Tr•"Y.-,'. ` 1b : a, .:) ' •. •.. ! 1 + t _ `( 1'.' 4, ,� .�r', . .i.".P >7„ 4, ti }',. ' 4 r r e5' j !t-c r. n It r r {/jam r� t , A• 4 r. , r "T, 4. t. 11 i � F } t4 �� 3 r .u..., .:J . , e . _ x.: - , - �.. k. 1.. . _ aP - .. :.: ° It:•C' #, �; R '_ . - UNDER 11 .-t"'�, �_ : �, ;..¢.:, r ` - ,... t. , .,.. i _ T ..r '.,... .fit s ,- .• ., ,F' :. ..f „1i°, .•,t,.�C'' .t_,4 -- `K, •' Y . ,„; kr. -. , .:. .>.. y .., ... t i! , �. .•t..!!,_ e •N.. h,` fi;': Wig. '3Y �. •, ��-,.. .t. -:� .. «. ,. rs- x, '- - !F ,..� � �,. vtT n• .. ,+� :.r sk Y ,!'}irF' +r . t.y,� � a!• , - �r c �( .Y r 3F }� , ti`. r >s' rJ `'�' +1.. •RED ,pg� a•4' �•k� s- ,tat .T v' 4 Rjt7,<.' .r,. i aw 3 m �.' 1 a L , _ �: .. �` .:, .. �' �� s , s . � �.giy A ,.., . , CAPS iNCaL{� � = .,, ' � .ae ,A.r '': ; ,.. ..4, : rh, _ 1hs^,a'. ,i,. ...y. .a.. }':', r .. - ""/ '. x .r, x r ..11 1. Apr 4" 1 vim, . . . _1XI.. � ,,. IR . *�. +:ice{' . F.. ;a 1 r s .. • • _ ;. •. ".g.: y. fi:3 ... r t. >c' •,fit, _ , , V. w 4 �. ' ,. , 4 �;�> , ,, At ��.', "xri ' c ::L.N`• _ -._- -_ ,, t .Yr 4 '-t NEW-WiNCs TRUSSES 8 O.G. - - J r _ r yF�W;� .- : .. 1t i fir, d r';�;:..,,b• . ' a >f�-.ti e i, w , N 48 O.G. Y,'• '-7 :'b �" W-W TRU88 '+: • E tNCs ,' T t�� .F, hr-. ti Nl�l C C O1.. A CO ,,� , W/ 2X4 WOOD PURLiNB a4 O :► 1 � . ,. :, ~.� .t G, � '<. :� �' .�r>µ�� ^ :, ,•. {�, r,., • ,i , r••-` *' � w:'s 2X4 WOOD PURLINS + 24 O ea i -F,11 14, ; 4. r ,. _, ., - ,_. s. ,. ` �€ �' _ _ x .sue R�fy' -Y ,r 7? -'.f.• .'' 3 't' •'. I,. •.k rM ; t :, r> t • 7A s . , c, a +� y t , ,W �_, =sue '•„ .. , >:. ,�. . •' .�.'� � �If I M' 4 11 ti. a r „ , �. � r ., ...: ,. �,. . .d. � , -r ',' '• .. ,. .'p: rd a ., �4 - :ti. << G. • g - , .: s. � . . , '9., ,: � , , . ,y. .. ,!tint ,_ - • r �!+4,.•.,,. . „ .. iY� ... « ,'3,... '� . _ ... -^b±et ` ,, � t' aj��f I, V•. , :'�{ - / ,.•j:' it � � 4 4 F C f ,�4' x. x•s f 3-� 4r ,,yy •{J ,%v S ,,'jSt�L '' if <f ... , .r,�. +�� 4 , :+�..: fir% i "�' . i ' .. 1.2X4 VERTICAL, G SP R •� y� VE AL AGE ` �, ,� � �± Y �� \ . I{r{�• �, ,Z .A'.- ..:,. ;, ,..,?, I Ig * it'' : yy f�' � iT,° ry i� F P ; .. .yam +I � , t y# I' l r. % �' r li.�.'. R, f JA ,r �,��• .%�, y4 kat�m � �%`' .p �v -Y'' � F..:,v ✓✓, �`�4 �,+: � - v � ' •:- � y�;� . � : ty. r r'-�.^t.�:.' ALUM DRIP EDGE + �' w - r 2 I ,,�' � k `q 4 is TI-ii PLYt1JOODY610114G d �' W ", fir `�� , • . t • , _, ` y� '�.,�'�,:}.: M :,1�I�{�,1T \.. . +I- "''' rq.v ,a( f C E F� :. :?I�.. . L�: : �.,> d.' ; "':`1T:' tip" - ,i' `iQ':.' t:1. ,i'`f Mr • 'j'',j� :• - '� 4 rs t� I :r 11 »� • : a s CEDAR LAPPED FASCIA IX4 --- ---- f ' :, 1; ,: ,::. iP . `•I. t. ,':.tr+ ,� VER t .'" r .F }: ,,, 2X4 WOOD GIRTS 24 O.C. - - ---- - --_- I*--- n... `. ,, ;tc �,• , . 1 t X4 Xi Ai ANC 1 S 7 n ANGLE E t-1GJf� L . 'c ,� . z "r� Y ' .'' - ; `' t rs. t _, 7* „ :. a .X . t il,.. Id'+=f-:n',. rar+, iD' t 't ':. c I r, .. ON 10 i0 X0-1/2 BABE PLATE I .yy :.. y ,* 'fit i11 t a a ' i,�, ?' ,,,: TNt�rl SOLI 2X8 P.T. WOOD CAP, li NEW -WING TRLi88 ,. i. :y�. ;i r t A I K T t, 2x8 P. WOOD BE R NCs SLOG .�y 4 LT X,: t a I' v llr�,:; A Y.f• / / ANCHOR POSt ANGLE W 3 8 - --]�--#` i:� : rI.m r: T T 1 - I I tN � A. 8. NO P a t. L f' , I Y• r•' • •�' YANI A 8 t- GAL L E L w _ ZE L E Ra !+fi \ - ��i'"1. d`I. HOLES FOR BOLTS t0 8E I I '^ , Ti-11 PLYWOOD SIDt1VCs l5/8') STAINED_ . • , • Y '{ PRE DRILLi`D IN ANGLE I � t _ �.1' - � , tr : 4 ON 2X4 WOOD GlRTB 24' OTC. _ yam} ' w r "J• °CO3 �i, -�k� ''� „ ,€ I f' PRESSURE iREA � �r 11 0� s" :4.,K tJ� s,,.� ' I I v ?r a Mai'. _ �f I �� -- - * ; r.0 L j .. I 3 '1'x4'x1n' tsar `° I x, i ,-" ", r I 1 ANGLE (H.Da-) n � � 511„11 A% Y F I i S : / j GLUED 4 NAILED LAMINATED ENDWALL POST_----� 5 ^ 1 * ,, t< `<" 2 i . 1 2 i2 . 2 . 3/4 DIA. X 12 LG, ANCHOR BOLT$ / I - 1 / i ---, 6' PAINTED TRIM I , 1 � 2-PER ANCHOR POBt_PROViDE ANCHOR POST (T' X 4' X in' ANGLE) f a 2X4 VERTI AL SPACER •n t , I i NUTS t 2-tn' DIA WARNER 0 _I , , 2 DIA. HOLE PER ANCHOR BOLT �, _ __ 1 1j ' i II + 10' 1 2' IN im'XiVX1/2' BASE PLATE — I I I- ; I � t. - 3/8' DIA. Fiat DIP GALV. HOLD 50TTOM GIRT UP 1 1 L ;4 I 1 I ' i TNRU BOLT I i ( t-1/2' FROM CONC. WALL _ � I 1 cq , i ,, 1 I __ _ - _____ 4- ANCHOR POST BEYOND I / all � � `I i, I I ' alI n' `"#"brit. x , i1 o i aI I iiyl([ -II v sa 'Z }}c '. Y (::. .�j g, I t II � r I 1 I -- I ( a1 lO [�i � \ W#rkj fIv �`3r } xt GONG. WING WALL (i2' THICK) I ° I III Aw , 2 3b F! r 1 y `dt f -, t s T{ �-) ., l 6' R iv' I 1 t, '4• ',� �y,. p s. t y-(' t:4„f 'F .4, 71i �,' 1' / I I ri43 - T k i.^�i 3 ,os, f1r t �' z -''- rt�, +Ir` .'"f y Y L,k 1 t , I / r _ _. I 4 1 1 IN . ,� T, ., ,& t, "r - 110 a T •.R'. IS. i > - ) { St`MTH FINISH CONC. W/ I I I -r� ty (8) �J � 3' OjG. TOP j I I � _ _ N5 �I�'1', 6' OC. t�.�l INTO I I � g . •a k UNit=Oh'ZM JOINTS �` /I / BOTTOM \ �I /-. FOOTING ` _ ' °, a 1. 4 3t �. 1'-�'14" I 3,_0, 1'-0' I s, a S` J all a ';, " Q ril ' "'° R �,� / _ r. 0 i jr to i 1, 1: I F OOW S BARB AS SHOWN - I I "` x I/ 1 ` a + .; , FK �, i +m "'.. ,. 'I - , , ,, , ;t e�t�' ` a,:r5 D E T I L. 4 CsALIGE l�,_ ASW W.x 1?> _ . VERTICAL BARB "5 • 12 OTC. - - 'r L R h . ��iw : - � _- � r ; } `, ; _�'""�' OVER I / fi" -- - ----- -- - - ; - t ROW n j- 3 1 5 E► 6 / I 1 6 6 �t - -=- -- "5 BARB A>ri SCALE: 1 _ 1 -0 ICE kt A ER OHIELD k ___�Z_- r-IORIzoNrAL BARS «5 • t2' o C.14 -- l'~:: sHowN b t r �,,�►• /f ( 16 i / i �- 6• PRIME COAL LIQUID ASPHALT �. ' + q ',.A _u .. ' :�,,. 'ti `. f. - i-ln' BItUMOU8 CONC ;a° WTTEtr! �` ,12 ' �a CONC. WI�lG WALL PAD t __ - ---- - -/ ,� 'tn: '' ',,L' SP -i G,«use . 2., . SP :[0 �E M^ r( r aV• CR p G caS E :a2. B+ 2-10 ar a Oens.: '33 '.� SP 42- - a• tA, :Cu' (NUCxS ^4t-,rFIL d ti+GLr:G, c_Ou.aC,LY SPFZEB Oh mc_n&-ft, Tc '=t- a r u_ � .-I�►l Ise .. Lea+l� _.yr= aNE' L:190 :Z-� LC.�iD. Uftr.4j�i'hly: '.IR1't-arl+. A ^spY OF THL3 4YG TO tr';, IN!T,r-,f1T ION C ,. W fl• L •o, -0L' F I SI,..t ii .. CYF N .. 51 I N 'tr;a rlh T mil. 0 INSTALLATION T' LR • Jt1 r^- S RT N .CI.yS L .A.IR �- r^ P= -a+ r00 N" PERMET T ! tT-'A ' �, r ++E cJ'�� Arq IINI� ��rD`F13Si0M'LSBF .N R is:R THEE-GES7.5kfib TEM;OMY bRRFlCCIN� 32, -2 .n R A '.•s., E ya 1 1 ,y", fr : ,k r 4 r. a c , r . rr . I' .-.' -' "1".. r r x' 6' + ,r k 4 - � ' •�_� � ter,, �. DETAIL CL ERESTOR'4r k �,. -t �; ,: , .f SCALE: 1' = 1' -0' �,�' -''s " "' +�' "'%I; . �r f� � --- - -%k d*t4iNG! i LWLA'=.;: JOINT IS .. r- a P i T i7. P''r1F h R7 Sr >Z1F I LOR t�� _lam 5 2 00 `�}JLA1!•0 •r RL°OVTAL GE*'LE_TiCM IS 0.35" WE 10 LIVE LOAD AND G 02- Out TC DEI G C SPACED T .fi OC P1AX :AYt T,. 1 ., cD A .0 I TRU SSES 0 3e AC -r , c Yr T �FiO ALQ�aTEA ':ERri+AL. DEFLECTION IS S. t8` CtIE � LL _ LOAD r1t� 0 J' D1� 0 x• :T3R. F+Ti._JA' i, I.f;� AT 29•3-6. r ^ -:'C aAi T .,mob G N.:.-1ti. C � � r :E:w. R R_GIsiERE: =X3 3X5 - 1 3• n 35' -i ' v3_ A 32. I , J T_r I • , w� 1D m � vt v3 2 . I V 1Ri 5x1°.�+7t CA) KSX:iS,Iti yz V; I Is 17 _ .I f m 1 411--- 'ek 9W5 -is +4. `? o •- 1__ t "s3'3-SS 1_ Rv-7M* + v-7-K pQ3 �TYP�B;AV;_TaIac rPT (SI0) tryW_ _NG. £.T TC Nit!'!, 1w1vOL'.NC INSTALL: q .rtrs UIST :-U'E, 583 'ON,'1FA114 DA SUI'E =a • YO-EAFC,PNteu: •>NF.,"� vu._-1�. 11 .ass CT ..A:-1 AT-ocl- � STAN:TLW#L PANELS AND 110r„� f+ln; .*(n-'•y''vt7.. F41. . A Co.' "F !.f. • -c - /:1N;6 'ADIILCIf, (2 `+Ill NO! x +] {A1. TQ (�, "``sir.: e«• CA•LJAf ro BUILD t}.E MISSES r+ -0«1 l -S i i�i(_ w 4w'51Qvs5aF*W-S ir,:i tic ft 'DESi h SSPPECIr:: :aW I PSSZ:1Art9Nr Paj, 7.!1 ALPINE C-co"t •T`Rg S PT A5 N3rE'� qP-_r [Cl1rE_IZA t fz Fq:i iMls 'SSs:GV, P:SI110v M(ME.Taes DiR wAl4Y:N'.,S II Gv PADr6SSirA £MG(Nt_Flhv Rii°O.S:, N. �w su"Ren..'v PNO USE as --Is , • ,., .•.. - ;.;;. - . v.-:.:..-_yam_— :. .. --`_' - -_ _. ., ,...:.: s' .. .:�. — 12 s'f r ����,, �I / / 3 =ITUMOUS GONG. 3' t mir-me CLASS % ' _ 1 "*'' 6' PROCESSED AGG. A � � �I i, Im CONC. ` j��^ ' - - iv 1 I / °do • '` r 1-1 IT. �'2 N I I / co 6' PROCE88ED ACsCsREGATE / �__ _T__ �'` n ® GLASS CONC. I J _ _ _ __ ____ `� ;p- ;j� Y'A �, * I V - --- u I ( ( - /I __), � Il t ______ — " , . ,- _ I I - I — I ), I .1y;� r r _ .: j --- i a .. _ - - T ___ - y13) +4 BARS EACH WAY - I I I I I i i I i - Y -__ i Iil , �_ I _T - i._ - _- -_ = 8 I i I (6' I b' E�' f 6' I b `� 6' I i v . 4 B�XRS EACH LE1.tTF#- ',_ 16', 6' fo' f �' �' 6' I - - _-_ _ : TOP t BOTTOM 1 i / 8 ,_ — - - s PROCESSED L I { - __.,1►.__-_,�__ ,�. I - TOP s BOTTOM .", .'r _' * 1 -- -6' COMPACTED GRAVEL V_<sREGATE i I IT I i I I ,' , 1 -1 I 1 T ` I� Y;�- : i i � _� I � I I I \ ! DRAIN PIPE ,y'I I I I I I I I t % II&' It _ 6'-01 x 8'-01 X 48' CONC, PAD to11 I i I I IQ9' it 1 (3) VERT. 04 15ARS EACH SiDE I I ! � ; �' COMPACTED I I I I iq%. 4; x-:,_ I I xRAVEL j '� I I i �"li4_1 I I - -1 T- 1 I 4� __ -- _ _,.__ R�i�t VERTICAL +5'a INTO - CONC. PAD A8 REQ'D e 9 --I CONC. FILLED - -- " VERTICAL "5 BARS INTO -1:- II r .__ __ I GONG• PAD A3 REQ'D. ,, 1_ I 1 __1 1__ - --- _ ,, 1. Post HOLE - -- . °. -- -- -- -- 3'-0'X$'-®'X48' GOI*lC. PAD + I 1 4� i. -_ (C�) VERT, �'4 BARB '� v, 6 -0 11'-fd' 1'-0' Nti, 1 EACH SIDE SPACE EQ. } r'' . 3 _� 1 -irE.► I 1 -� �.. ,y"il l -I --- / / / �°1­111 :r to �- -/--------- — _ll >qi a 5r .1 r -11 _v .Milli ".L' - :,4:'. - ° ., f -4., 1 ..-S.. ' f —® '( -: .may}• ''"> ! £{. - aL L.. ,- 14 '. r.,1. d "t:"a-t. •� v- -•i, �6.� i�'!?'.;r ri try. t ' `'1 J'� :c_�� 'r:N' ' ,, v ..; --- -- } ' . f t.: : a` t. s "�%' .+y�.. t`; •. ,? ' 7 "L.' y' ° a j,4'.:k "' ",}r' .i x •�,L,... . s°* '4 :.,� .�'"I .y},:-•,,; ,. °f•. •: tr. • ... ,.ems.`-,. `�,::'a. :i. '•'�'. •L'r .. T M� �. I" j y .. a..,. -.T �., r-3 D TAiL. 9l5 2 D TA '� t'- '� b,s4 *,, I. mvomlo .1.' M I.Vr s K SCALE�112'�,V-�O' i' LE: = 1. pyya 4 .� �„ y yy [y�� 0 4 4 I 6 0 I / i o,:,A . I r,/ k !/ rl SECT ION 3 SCALE: 1/V r 1'-0' R V_6 . !'X+L�-SX6 I3 SX• 4IC7 tVX 1': (C 73 ---,.S 49- I-2 ZDRG-F "r 22 5,J23 ,4 , .. Z{ !U 2E r t ` 33'3'I5 1-1 -- 7C 1 Rr.-7056tt V-7 •ti SEA - 3SB69 i;)Yd L T3'AL- I REV. I9.En SCU t !o:6 NG tivAL;%s. P*' % 'vn:r ylNa I - i �,iwtr�si, •U.LisN� i-'iPr tratKs 'TC LL tiCi.O PSr RE= *, 's Sri*) FOP, SA-- �SK'TiC:S c SNOi:A,Aa TJP Is--- , : •atlt[E TC OI. 7.0 .0 {iY^ i I: _�.1 c04%_,_ NAVE A Pha-. ATi P•-Fy A1C: w r0 � I"S.A Fl?::t/ cor,TAa c0A Sc OL 2 - Q PSF DRVG itELE :0 APT rf_v.AT c'm ::7Cr, THIS E.J.c ;ot'w rnt: a =MR1Mr,.w.. � . ^j a�F DE9171 C3r6CA,n %f -N .•'PLICOW E > LL ,Soto al T•E of-MU9a roP-Sr -S, - - — _s —3 at•_ �Kv. STEZU .OT,._0.� 4-5' . � PSF 0/° LEN. 70 "As M.^. Mi55 7TmiAv:5% ,,-Y11ED c" t TIE SM N'S DRA-04 ,iI WN aot* F;;-, 1 . l� I • SCLSL+ Cm Ir} 1M.•$5 CONPGvEt.t — ,Eat CA iNr PoK -�r_w: eL. :rG ,s?f �?'4G flS 3- 1-,rc •'nr� NEW-WINCs TRUSSES 0 48' O.G. PEAK CONNECTION lr,, ANGLE OF REPOSE 69'-9' ANCHOR POSTS 101-01 CONC. BABE t WING WALL -L a 4> MMAWN Kevin Conn E>A-rE 09/23/02 SCALE AS NOTED JOS NO_ SHEET• [UF 4 SHELTS IIIIIIIIIIIIIIIIIIIIIIIIIII 03 BARS YERTIc,sl w 121 n r- (8) 05 BARS I TOP 4 BOTTC 03 BARS WON r$r0- •_~ CONC. BASE i SEE PLAN 2X6 WOOD NAILER 4-1/2"Xl-1/4' LAMINATED POST 1" 1(' EXTER101'2 V ri 2'—ipN f � .SPLICE DETAIL_ SCAI.r:= 3/43= 1'-on CORNER �• �:''.. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS At DIMENSIONS) SUBMITTED BY TRUSS MFR. (BULK STORAGE 69' 9" SPAN ) 4X6 LAMINATED P.T. POSTS �: 70P CHORD 2x8 SP SS Dense :T3, T4, IS. T6 2x10 SP SS Dense: 110 MPH WIND. 30.00 FT MEAN MGT, ASCE 7.98. CLOSED BLDG, LOCATED t �` ■' A t.I .; )r A 60T CHORD 2x10 SP SS Dense ANYWHERE IN ROOF, CAT II, EXP C. WIND TC OL-5.2 PSF, W1k0 BC DL-2 U PSF. ' ,A V VF":' WEBS 2x4 SP #2 :W1. W7. W26. W32 2x8 SP SS Dense: .. :N2. W3, W15. W16. W17. W18. W30, W31 2x6 SP �11: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURL INS: TO BRACE ADJUSTABLE GALY. POST BASEiI { ` s• :W5, W6, WIO. W23. W27, W28 2x4 SP t3::W8, W9, W24, W25 2x6 SR 2400f'2,OE: TC ! 24.00' OC, BC 2 48.00OC. �i✓ kaw,` T,r•• " BRACE. BOY LENGTH OF WEB MEMBER. ATTACH DUE TO DEAD LOAD AT X - 3d 10 g S 1.78 DUE TO LIVE LOAD AND 0.40 (A) 2x6 I13 OR BETTER "7" CALCULATED VERTICAL DEFLECTION I { M WITH 16d NAILS @ 6" OC. •I ,; r L `.a?;, ='. it, ~ �ER !t;'. �.,. ``?"'�rta �'{ C [ `? q ! ,,y+ _] (6) 2x8 P3 OR BETTER `T" BRACE. 80* LENGTH OF WEB MEMBER. ATTACH CALCULATED HORIZONTAL DEFLECTION IS 3.00" DUE TO 1/2 DIA. EXPANSION ANC134OR w }° LIVE LOAD AND 3.68' DUE TO TOTAL LOAD. { WITH 16d NAILS ! 6" OC. h ,_, +' 2 K614 R lu ' (C) 2x4 Y3 OR BETTER "I' BRACE. 80% LENGTH OF WEB MEMBER. ATTACH ( ) R k 1 " I B^F WITH 16d NAILS ! 6" OC. W8X8� W8X8� _ IN I 12 DIA, CONC. FILLED SONG TUdE T5 I' ( IT x , WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION W8X1O(R}w8x8' 5 T4 S WSXB� At CONTRACTOR. FAILURE TO FOLLOW PROVISIONS OF HIB-91 IN HANDLING 1 W17 WH10(R) (3) w3 BARS WORZ w 3' Oz. , I i *MR S AND INSTALLATION OF TRUSSES CAN RESULT IN SERIOUS INJURIES. K1O21� T3 T6 K1021� ij'l A ' tw` 00 NOT PERMIT INEXPERIENCED AND UNINSTRUCTED PEOPLE TO INSTALL W3X5Ill ti TOP OF GONG. BEAM i I ' W1 ■ " TRUSSES. SEE "WARNING" NOTE BELOW. HIB 91 RECOMMENDS SEEING A W3X5Ill C) 18 (C 1� CONCRETE FILLED POST 7 (� ,* {�* ' �' REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF TEMPORARY i r (2) *b BARS HORZ • 3' O C. I ,x HOLE MIN 48 DOWN, V.I.F. Ra r k.` �, ' (' C) ) (C B 5 0 0 BRACING, B B (8 ) BOTTOM OF GONG'• BEAM i '., t �` �¢k:A Ow,; ' ` ri rRc `�' THIS DESIGN CONSISTS OF TWO 34' 10` 8 TRUSS HALVES TO 8E FIELD � w9 K1216 (R) t W24 I W { r ,yq ATTACHED USING AN B' -O" SPAN SPLICE TRUSS FASTENED TO EACH K1021 b A) (A K1O21 L� Y ��.: ,� \ ��, W10 K10120' K1012� W23 k !j BARS !! 12 OC• VERTICAL I 1+-0 i �,° ? > ! FACE OF fig' 9" SRAM DESIGN. REFER TO DRAWING 01215068 FOP WiX$ �. r i } K W7X8o` e I I SPLICE IRU$S DESIGN AND ATTACHMENT SPECIFICATIONS. w6X7/� W7 K1012'fi 1012 W26 33 10 4 W 8 W25 W NOTE: UNDER BASE WALL " VERTICALS iN CONC. CsRADE BEAM TO SOP OF BASE WALL \�4 SCALE: 3/8" = i' - 01 K8080 NOV 12 to ` K810%i 10 r W4X7 �� W4X7 W 8) yi ,�-8 0-0 �v (8 28 KBi� - tP _ , 9 r 4 W8X12s W8X12*i �.� W6X10� � W6X10 W3 A) t T (A 30 i / K808y �,'�. K808� WSX10 (R) W8X10 (R) iii W. (3) 04 BARS e 0 0 K Wi A) , \ f: Ate; •r: 32 s1 W8x101 w8x10� a ' iy' t f . r !• u,.i b' k�.l • a r. L q ':0 '"1Y• .I. d •�' r"-';t,'. wi. a. q_ ,a. iii .rVW7X84� iri- �F. .ri.. VERIFY DEPTH IN FIELD'- } 4 a�+:�; ` w 7 X E ter. r., .•„ • xr.� �tiI' "T r Rv=6835 dl►' , V. , A 1"O t4 ('' ".: Rh-3222 t ti w . ^ r, Y 35 5 � I �, .; , '', �s •r:., .3; r. _ 68 Z19 _ V-s#B �: «ca+ i t • 'E f } t l: Rh=3222 r � W� `' W=7.25' ; �` �✓ , 'd �1 Iy's '.,. •,;;,; 4�'r'P''.' ;, F q,':',„C ,.R ' _ -,2 - 2 i Y a;�.,t:;■� !�k °, r: w 7 25 34-10-8 3�! 10-8 f U=2195 LEAN—TO FND. DETAIL. 19 8 6 I 1� _ - - - - -- --- - --- ---- - - - 6 9-9 0 Over 2 5uo t s SCALE: 1/2[= 11-0" ; �a wl r PLT TYP. K,WAYE TP?-95 Oesi n Criteria: TPI STD1 ,19.5a OTY:1 CT 1 1 Scale �".09375" Ft. , M -•WARN iJIG' TRUSSES REQUIRE ERTIIEME CAR IN FABRICATION, HANOL INC. SHIPPING, tNSTAt.t NG A,0 ,tvvv 1 T A . TC LL 40.0 PSF R71%-1111" Lb 'L `ah, + �.j, [RACING. REFER 70 HIB•91 (HANDLING IN$TALLIxp ANO $RACING),. PUBitSHED $Y T►I (TRUSS FLATE ,A F •r,A Efr r_ :vt Z� - �• j•,t z %' INSTITUTE. St O'ONOFR BID DR,. SURE 200. MAOISON. Mt 517191. FOR SAFETr PRACTICES RRfOR T6 �d I�'^11♦y'�•, /` {� f1� r kd •y "4L, ',� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPEALT ATTACHE V, N� L., TC DL 7 .O PSF DATE ~`t ,+ �.''•i ",j,' STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RSG10 CEILIMD. 1144,, '( f%.t`A .f 46 O2 ' "1MPORTANi•• FURtliSN A GORY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEE^��`}Ai 1 'T.�.� BC DL 2.0 PSF DRW MOUSRI1Zd 0!215067 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TWS DESIGN: A"' FAILURfZ J '�:�. „r•tjlj;> 1,4FY Y BUILD THE TRUSSES IM CONFORMA MCE W1YM TP1: OR FABRICATING. MANOL IRO, SMI/P IHe. INSTALL IRG fir. �. •G� p ALPINE 9RACthe OF TRUSSES, THIS OESICli CONFORMS WITH A►PLICASLE PROVISIONS Of ROS (YATICNAL DE::N% BC LL 0.0 PSF MO ENG JBAF , Yam( TP[CIFICATION PU$L1SNf0 BY THE ArfR ),CAN FOREST AND PARER ASSOCIATION) AND TP1 AL9:NE ittfi. l.vSd2 • ~` t,, CONNECTORS ARE MADE OF ZOGA ASTM A6S3 ON40 OALV. STEEL. EAC[PT AS NOTED. APPLY CO RECTORS , �� SA••iVTOT. 44.0 PSF SEON - 16511 • , ': ^C� A ,T 1 " EACH FACE OF TRUSS. AND UNLESS OTNERWISE LOCATED ON THIS OESIGM, IOSITt" CONNECTORS, FER ORAWtN05 260 A'2. iNE SEAL ON THIS ORAMING INDICATES ACCEPTANCE OF PROF[SStONAL fN$INEERtN LE SPACING A.�`N•° OUR.FAC. i.15 FtZOM BAF "1 B >{i ! N=. k f• •'♦ Aipinc E.noinewed Products, Inc, RESPONSIBILITY SOLf LY FOR THE TRUSS COMPONENT 0151GN SNOW*, iME SUI TA"llt Yr AND USE OF THIS 05 BARS VERTICAL w 12 O.C." Eartfi city, M0 63045 COM►OMfi NT FOR ANY PARTICULAR BUI LOI NO IS THE Rf SPORSl$IL ITr pF THE $U1l0i NG D[9IGMFR, RER �1 �..` ... ANSI7TP1 1-199S SECTION Z. a .,:.,F,i,,.,' c ,, k), � y ',`;:",y�''r,,,eF.•ti. -x... y'j. f, :4;. _�ti i Syr' o` r'i•._ I.=°- ,r .ip'.� .�lyliit x t':,t;' y,. ::#r-f'•�'' r t :y 1. ,N';'!. U": F'� - t`. y `i-'0�- c ?'i + •f". T� aF" �s"4j v 7 M1,{; : '•dS^ �; •� �.:: .r. :m"8 e.`:. 7R }..dv:.. 'Cy '"gy'..�a'1.',:�'1,^• .t . t 4 ., •"�i' '' "=yR "%h,'. r. _ �'.^At3,j`•k'�. 'F• .y':'e T' '+`' 5 v >&p�; : .•ram y e !,: y'r�el,� J'r'.�'�::s,m u. : -s'i. & s ,,A t AE ^ : «_: r <. it .r - , . r!• >y.. „ti f. ' i : .. ii. f^ #. 'F' ..r •' nMfl:! i ..�-s, �.., I.�. l" - . `N. , • a '* A. I#w^"., .K Y' £ , T - ' _ ..._ - _-- A r':• ;,:: iN : ,,' � , „i`� +,.,rr.• '£• +,' i+f � �� a. + %i, ✓ s' 5 AND RD 90 DEG: HOOK w . r :.,,.�•", +tlrt �: C , ^ l -u .✓ 3 , t P 45 BARS TYPICAL w CORNERS .. _; {•' �. '• ^ IIt., x .. " r. +� { A., +t 1 7"tA;:, vy.,< _ ,� ? w <. _ ;1 . • A .it: ` + -i'.+ t .',9Ar,. 4 rk c , `4 F ,t ':'�!' � + �• , !7 y,,` ►yu�. .'R. i,K i ';i. '.. Y I 7- i '� ,�"•Y'• -a r A +. '-.Y•mSRtr -A., .d{ _k�,', •q * tir + c 'R .y^ 'E !�' _"'� y,l, £, .��R ,•u2 - `w r� ^._. �. .,•_`F'. .:,t<,- ' q'.� .,�'.IT, ..- itt'F _ y; .ko-- k'� .d. ^7Ni }`•v+: m �o o O o ,�.. [ •�� :. .'� �.;? t 'i., •.r i,a -, i39:4 �tR4 ;w,^'id ��L d tt LA N •7" Y . a# !,,,�f i1'.- t( " TT" Yi. ,f.: 1,a,tp e,C { !�. % A T�` r 4,1 'x': 'Q v F) L y,, I •s'4' .•,� bn _ .,,' k'.�t r "A'..: I.yd h '� ' „( jv'v.l 12'X12' GUT INTO SHEATHiNG .. �j OF MAIN ROOF NK CORNERS BARS w 6 ` O.G I - � I i STEEL 2�LE 4WELDED LOWa 5' S r �tl TO 10'X10'XI/2' STEEL BASE PLATE 2 4 2_ 2X8 WOOD NAILER --lcv 2 2j1-1/2` DIA. 1-I0LES I (2-THUS) I I 1-1/2' OPENING"c w RIC43E (F��T �o'� CORh1ER} FOR RIDGE VENT I 2X4 ROOF FURL INS w.-- 24' O.G. BUTTED I _- i INTERIOR CC4C. BASE WALL -- 2X8 NAILER i - 3-1/2 X2-1/2 xt/4 x3 -0 FLOWS " +44C1400t POST 4 PLATE 1'r � � cv STEEL 0■X WjLE' WELDEDTO r STEEL BASE PLATE R `-•'KV f I ;,fXh a� ar to I 441 ~� 4-1/2'XI 1/4' LAMINATED DOOR 1-1/2' DIA, HOLES END WALL POST OPENING � (2-THUS) i K C r 7 t Gr EXTERIOR 3g R=AR WALL. 1 EXTERIOR 1 �7�k , , 2X8 P.T. BEARiWS BLOCK (NEW -WING TRUSS ABOVE) CONC. BASE WALL �51DEWALL [ +o F,w u FRONTu.: 4 REAR 4 CORNERS ENTRAr WALL. 4 .r y '�, ,�� �... 31-. a/ ,y ,Y r +; Riyr,,av91� � `h!io � � t A C t{ � .,• � ?�A� �f-'1 ' YP r A F, +�A• '^ '•'P,',.a�^ +1 tt� y T ANCHOR POST/PLATE ORIENTATION r � a T1'P1 CAL ,.ANCHOR F='OST/PLATS Yy� tom' 1 A SCALE: 1B = 1 -21B *� ',#r SCAALE: I"= 1'-0' lits A .4. V. Iwo .. _ � • .� ,:_ i" ..'(Ss+ i' ,'..: ,.. ti +><., f.r 4,.�, t t�.! T�.� y � �, - W... � ' ..4 Y _ dndS �'T. ; ^, ' Va lip �..�Z "!�'C A ,w�,y�. k:• J m i2" ISM STANDARD WOOD TRUSSES w 48 LINE OF GABLE DORMER HEADER BEARiNCs w 30'-0' AFF ' NEW-WiNG TRUSSES IRS 48OdC. 2Xb RAFTER 2X8 C.J. w 16' O.C. ROOF FRAI" I i NG PL. AN SCALE: 1/8" - 1'-0' LINE OF CONG. BASE WALL NEW-WiNG TRUr/.��. SSES w 48' O.�`xo1 SUM-FASCIA ,Tw' 0 Y?,a i v v c � r o W ° *ti � 0 4$�� 0 " t7 OW CO 1— Q o iL a c/� } ? is kdq I-=Y oo mmw0c DOWO0) 0 ,0 0 LL ID f, Z �N m Kevin Conr E?A"i•E OIB/23/02 SCALE AS NOTED JOS NCB. SHEET c�F 4 SHEETS