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B10-0164 PLANS APPROVED
�� � m � C, r� � �'� a � � -� a �.� � � . _ . � . � _ � _ - _ . _ - � , . ,.- - _ , � � _ - _ � . _ _ - � . _ , . �� �� / _ „i ' ✓ _ _ � . / x � . � - ,- "� � � _ � �/ x � � . .�- _ x � - .-- J — ' "" �'/ ' ,� x � . _ _ � . . ..- ' „ -- _ _ _ _ . � . _ _ — — — — — — — '' � _ � x � . � . � - - — � — � — — � — — -- ` — � — � — - -- ,.-- — — - — ' _" - — � — � — - — --� ' -- `� //'� � � — — ' _ ' _ �- - , _ _ - - - � - - - Galf �art Path � ' " - --- _ ' ,.- -' " ' _.- - �' ' ., �,�.-- x . � r _. . _ _ . _ ,- -- x -' - _ ° . ° . /" _ - - _ , . . . - - - _ .- . -- . .. . . . . I _ .,- '_" � — _ — — — , .�. . ._ . �.. . _ — . - - � - - - - - - - - - - - - - - -_ _ � -_. . - - V, . o �,,, ' /� r' ` — — — _ - — � — � - — - — - — - — - — - — - — _ "` � J - - - - ' - - — — ' — ' � ...-- � . �- ' . .— - — — -_.. � �en// X . _ - -_ - Se , _ - - ,..- - - - _ . � �� _ . _ ..-� - - - - - - - - _ — � p , — 2� — , _ — �.�°��c''� .., . . � — � .� � — � - �- �--- x ,.- " �- - -'" ' � � � ,-- � � � � � � . r ' �'" ' . --- � . .... � . � , i . � � i " � . -- " � i " � �. � ' . . � ��,. . .-' . �. , . . i . � , � i ' � ' i ' -" � " � / . � ' ' ` ' �- " - � � � _ � - - - - � � h� � rc�ve �a � �� L� � atia � �u�r� �� , . � - , - o � . � - ' 294 � . 'L��' ��'�' .,- , r " � `�°`� � �eg�l de��riptiorae � , '1 i e t ili , acc r in t t e reeer e 1 t t ereof, e . \ � f � `� - pin with yellacu plastic cap C�Elrlty� C�lo�'�doo ---�� "`"��_�82�� ` T hereby certify that this Improvement Location Survey was prepared by me and is an accurate representation of the locatian of the improvements shown hereon for Lot 1 on April 20, 2011 . � / sewer sn�hole „� �q��� � �° ��p� ��;��4. ,�yo __-- � w"''--- `Z 3 �g � invert eleva�zan = 8252 . 5° �����y °p s ��. � �°���•`,;� $�°;: `� ` � rxm el�vation = �258 .2" ��"� � �, ��'�° ll � � �r -� P ii � . rw ... Ur G ------_.______ � Date . � e �l r P S � 35Qb \ � � � � ,� <� __---- � ��A m n r.p+y�+ ,� X � .. \ �. . / \ . n ^.. b4 9y � � � #+ p 4�y�&RBtv* Q���p�� o} S \ � ��93 �f�,t, ��f<' � �� 4.} T2 '+' ..8tr:`� .I'm �� /,..i ��'{ "'�8 Bb 0 n 6i*, . 4 � -"��'" '1 ----� �-g�,46 indicates a pir�e tree �--� � �-' \ Nates : �� \ � � � \ � -� \ \ 1 ) Platted easements are shawn. �.-� \ � � ,.--� '� � 2) A title policy was nat provided for this suvey. ,��ti 1 ; �— ' \ \ ._ ....,_.�__._. , '� � ,,,--'' ` 3) The contour interval is 2 feet. � retaimg wall i ` ` ,, 4) E1evations are based on the sewer manhale invert shown having an elevation of 8252 . 5" per e��. / r.-- � UEVSD sewer asbuilt data. ��se� � �-- � � .�- ,, 2�� ��`` �, � � ` 5j All of Lot 1 lies within the " Medium Severity Rockfall " Zone . indicates an aspen ree � �.-- ;- 1a�' � deck � Revised: May 2Q , 2C} 1l ; Add 4 roof elevations 2c,a � ,���,o ,�.-�,�a�1ne / ,�.� �'' O \ �� Revised: November 16, 2011z Add resubdivision praperty lines, decks, parking. ' � �''' 15� �e � ° \ \ '�° r-r'� -�' \ � Address: 925 & 935 Fairway Drive / i � � � / -� 17 .�� � i' �- ' . � � ��, ,-- ,� \ ` � •�; i 250 tig� �� 20� �' ,..-- '' � � Ridge elevatians are to plywood �heeting. � � Note: According to Colarado law, you must commence any legal actian based upon any defeet on / � , -r' , _ _ _ _ _ _ _ _ _ _ _ _ - - - - � .� � Garage elevatia� s are ta �nishe� floor. ` �` this survey within three years after you first discaver such defect. In no event may any action 2�'� $2�, / , ,s- ,` ; - o < � �, based upon any defect in this certificate be commenced mare than ten years from the date of - - - - - - , � --' ' ' ; ! � � � ` ` � �, eertifcation shown herean. / " I deck ', , � r� � _ _ - - - - - - - � � i � �� 4 n � � � ` � � - - , � � , � � � � �/ �, ../ / � CrtItT1YVB�f � ' - - - - - - - - - - - - - - - - � � � oo -�1 tD � . � 4 N Q2�oQ" � // ,�-'' �, �-= �- - - - - - - - - - - - - - �2��' tounaation 1 rocktacia ; j r� � s °'- ��\ � � Leland Leehner PLS 30946 County Rd. 356 , Buena Vista, Ca . 81211 ( 7i9 ) 395-9160 c� 6a ,,.- / �. -' ;' �, ''�, 1 /2 �f dupl �x � f � f,,� s , � � planter ` p '��` �Z , � � �, �, deck , , / o ' I � � .,-„'-� � / � '� �, J � /' ✓ ,''� 4 deck � 1 �� 6.a' f�.�-- � , , a, � , \ J,/. / r � � ridge eL = 8300.8' ` °'' ..--- ; ,, � \ � � az5 /" --� ` �. 7� � � / � — t� '.s� , -' j 15.5' , /� ` e , � - - - - - - - - - - - - - - - - - - - -- - - - ' ' � /.- � �-- , - .2690 Acr�s � o � � 0 . 1 �20 Acr�s ` \ Lot 2 �/ '� � `� 14.5' @ � mairrtoor el. = 8277.0' �-� --' � o, , C --� � ! _ 1 /2 of duplex � 6.5� ; ',, �' 1z.o� ` � �� � , i V '�, � deck ridge �i. - �291 .6' � � � � � � � � \ ` � � � � . � / '� A � �, patfiytn�fl � 'I 2 / � \ `\ ' ` ' rn ; \ ` 5 � " / `�� � , � � ` \ � i � ` �-- �' � '�.. - - - - � �e,a� �, a 7.a < < � � � / �, ii , � � � �\ �+ 90.3' � 9.4' `° �, ' \ � - - - - � � - �.�...�-- _ @ � � ""'-------_ � � - - - - - - � m � ,�---'' - - - - - - - - - � � � —""1_._,--- — � ' ` � ..."".'\ \ ° v � �__� ��//'' /� ���` _ _ _ ' i r i i i i II 7C �i � � \ / �``� ' ' - - - � C�iIR1112Y � � � O - - - ' i ` - - � � � j �, j � o °? � retaining wa �� � , .a, ... �. ,.�. � g2 ��� ' - - - - - - - _ r _ _ , '� I ' � "' � garageel. = 8276.7' ; ` ' 5 -�\ � � � - w _ � - - �. � P ` �\ .� � � ' ' � � � 2.3' f � 24.q' I � o �, ; ; garage el. = 8276.9' �, " ���-�°°� � 0 ; � m � ` 'J� QO �, �`- \ � � " 22.0 ' � � � ` � , � � � � , --�_ ' ' � � ' `"---__ i i ' i � . � . � "-_---�._ � i ' ' ' \ � . "'--a--...__ i i i � � ' --�- �0' setback line \ � '�� � �' �' High Hazard pebris Avalanche Zane Line , , � ����2`---- ' � � � - - - _ � � � __-- � � � , , � � `_"'— � a � r� �� 5�2�tS �� �� � � � \ � i � �' � � � i � � i i � \ , � � ; concr�te parkiog { � � � ; concrete parking ; ; I � � �� 't . , , , � � � � � � ` ' pin with alunninum cap � � , , � � - , - - - - �. - - - - - - r , � � � , i � � � � i i 1 r . � � � i �� I , ' o � - � � � ' 79 . 12` ' , � , �, � f � ,' ! �, 112 .00" ' ,�' 32 .8$' � �, �� f . � , � , E ' , � . ` N 86° 58"OQ'° ' � � � , , , ' ut�l�ty ��a�st�s , � � �2a °o������ � � � � � , , � - - - - - - - - - , � , , - - - - - - - J \ . .- - - - - - - � - � - � - - - .� . _ , _ - � - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ` - - - - -� - - - - - - - - - - - - . _ - - - - - � x 8279 . 1 - � x 8179 .6 - _ _ _ _ _ . 8280 .6' �x . _ � -- � - _ � � � ' � �� 12Q 59' r' , � � � � _ - . _ _ - - - - - - - _ . _ _ _ _ _ _ ` _ � _ L-42 .44' . - - - - - - - - - - - - - � - � - - - � - - - - - - - - - - - - - - - - - - - _ x 8274 .7' - x �277 . 2' �d�e of �a�vernent � - '� x 8274 .3' , , ' 1 , 1 1 � � Q � �.� � x 8278. 6 � Fair�vay Dr�ve � 0 5 10 15 20 � , - - L - - . - - � - � - - - — - - - — — Scale 1 ', " - 10 _ _ _ _ - - _ _ _ - - - - _ _ _ _ - - - - - - - - - _ _ _ . _ . _ . _ . _ _ _ _ . _ . _ . _ _ . - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - � � . , - - _ - --� _ _ _ _ . _ _ - - - � - - - - - - - - _ . _ . _ . _ . _ - � - � - � - - - � - � - _:__ m _ _ w . ��. . _, . ___. � � _._�.�V� _ ..T .. _�.. _ �._ ._ �.� _ __ � v � _ _ _ �.�� ���_� __-____ �� / � ' � ' � . i " - ' � . � . � �- . � . �-- " I . � �. � . � " i - ��.. . , . � - i ' � " ',.. . - ....- � ' .. � . � . . . -- "� �„ . ,, � � " �-- �- - / . . �� �!. ^ . J . . . f I � '/,/ �� �. f I �' I. ' . ._. ��.�' �_ �� �� �� � �i // X .I. _ I' . . I - ii T� .�. . ,,..^' " --� / .. N. ' ! �� �i ^� x/J . � . .. ..�_ ' ,�-- - /,,,/ s - --- .. . __ _.. � _.� � . ._ - �� _ �. _ _ . ._ ._ . ._ . � _ - _ __ _ _ . - " _� _ __ _ __ . - _ _ ' _ " _ " _ ' _ ' � _ -�_ � �-... ,�_ .-� '� .i- '�" _ '�'- .�� � ,. _ _ _ _ _ . �.. ' r _ _ .- ' � . � . � x � ' Golf �art Path ` �- -- - - / _ - _ _-- . � ,. . r- - �.-- /, ,� --- --- . . . -�.. / . „I � // / ! T� . _ � �.� ....� . ._- �- .�_ �- �.. __ _ __. . -_ . - . _ ' __ . _. _ __ ' __ . _ . �_ _ ` _ _ _ _ _ _ . - ' _� _ .� _ . .�_ ' ..�. . �_ . -� - �! -_. " __ ' ._. �� , �.� _..,, i' �� ..ii . / - ..-" x � ,.. - - - - - - _ - _ . _ . - - - - � - - - - j � _ , - - `" f � e �e�/- x '�/ � � . ' � ��a x _ _ _ l,.. _ _ z -_ _ . _ _ _ _ _ _ _ _ _ - � ��C/ _ . _ _ _ _ . _ _ _ _ _ - - _ � - _ - .y- � � x �- . � . �, � , � - � � � ' � � � . � , � � . -' . � ' � � � � � • � � -� ' ' ,.- -" � . r, . — � ' � " -� _ .-- - " ' ,- . ,- _ � . f . ..- � --' . � � ,-- � - ,- - �- - � - - - - - - - " � a� � �o�� �� �t �,����ti�� �� � , . , . - - � f _ ,.. . � ��� 294 ��2 ��� .� ' S ��l $1 : � t , ° i13 � t il' , c� r i t t � re� r e 1 t t er f, � � \ rf p L- pin with yellow pla�tie cap t a 1 p o � z� � � ' l� �`''- I h reb certif that this I rove ent Lacation Surve was re ared b me and is aceurate O � !'� � � Y Y mP � Y P P Y � ` representatian of tlze lacatian of the improvements shawn hereon for Lot 1 on April 20, 2011 . � � ��s,�•°��ff > � P��`�� � P ��$ �` / se�er rr� h�le ,����,�,°��4�' � � �'a�`I. 4����� �, ; / \ �nvert el�v�tio� = �252a5' ,'� ��' , ��� "& , A c,�� :� ,,` :y � �� �° r--'" � � � . � � \ ri elevatiar� � �25� a2° � `� " '��' ' o1f C ��xrS� �' ` � � d ��� � �' �� a �r� � ; -� I3ate L a c°hner LS �50b ,�-°' �, �� e� . '� f ��, � €�,'e. a0 ,?x `� :� . �> 'J_ ' �/ � &det�'� Q�°�vd � A �aa °° �., ���'�,�� � � ��<� ���,�m m. __ // ' ""P.a.i84AW }.p96,i,i`y4�� "�� indicates a pir�� tree y �. �, ---� s � .-- "� l�c�tes: ��' �F .--` , , � � �. -`' , 1 ) Platted easernents are shown. \ � -� � \ .-- � 2j A title paiic� was not provided for this suvey. �,5`� �..�� `�--' �'— --------y -� � \ ____-- ____ , ...-�' rf ` 3) T1�e cantaur interval is 2 feet, f� ��..- � � �-� � �- � __ : / i � � � � retaiiny wan ` ` 4) Elevations are based c�n the sewer manhole invert shawn haVing an elevation af 8252 .5' per � �. �'�� /"f :-- tJ�tISD seuter asbuilt data. , �� ,�- --''� ..--- "°' Z°2 � 8 ' ,��`� ,/. � °' � 5� 1�t1 of Lot 1 lies �rithin the '° Medium Severity Rockf�ll " Zone. indicates an aspen ree � /- ,.- °° �c5' \ � 2`�a � ; G��� f � .�- � Revised: IVIay 20, 2011 ; Add 4 roof elevatior�s , �e` y� � / 1�����a , �' °� �' ` ` a� � 6$°2�Q �,,,�- �'� �.- '' �` Address: 925 Fairway L�rive � ` �, / / �,. --� �7.�� � ° � � �� �.- ''� � �" � 0.4510 a�r�s ��t�: ` , � 25a �� s � 19,64� . Ft. ° dge elevatiar�s are to plywaodsheeting. ` \ No�e: �ccording t� Coiorada law, you znust commence any Iega1 action based upon any defect on ,�2 / �- '' � � age elevatians are t� �ni�hel floor. \ � this survey within three years after you �rst discover such defect. In no event may any action �2� / .-- � _ _ _ _ _ _ _ , � � based upon any defect in this certificate be commeneed more than ten years from the date of / '' j �, � � �,, ` ` � certi�cation shaum l�erean. ,/ � 'F � �s c� '�` ,.- \ � ��/ , � � � .v ua ` °"" '' - - - 32.2° � ', � � � � � ` � Lelar�d Lechner PLS 30946 County Rd . 356, Buena Vista, Co . 8121 i { 719 ) 395-9160 �� _ -�'� � - - - - - - - - - - - - - / ' ` � \ ` / / �.; - - i '�, `�-- 112 �f t� l�x ; " � r ' , , � ` � � ,,.�' l,�- , ' p(�nt�r I � L�- �.- - � ', u, ', ; °,� �4 , _�--g�52 �� f �' ; � � ' � \ � , � � � � � / � { deak founda4ion p, ; '� \ � /, ; � � � 6.5' l--' ` 1,,.- � ; � 1 � ridge ef. � �3�0.8' ` � c� S� ' ' ; \ � ,- ''� /' `� '� - j � � �' ,,.� { 15.5` p ��� � ` � ,- , \ � / ,-- �' � �'� `� � , � p � /- '/ -'' - - - - - - - - - - - - - - ' � � mal�loar el. = 8277.0' ` ` � s � - - - - - - - - -- - - - - - - 14.5 � I� �f �U}}I�X �a� e w C � �� a, 6.5 �, ` �� �- � � , � .--� � ua ; ; 72A` ` � � � � ` / -�' �� �\ � ridg� ef. = $291 .6' � �� � � � � � � + i ; 1 � ..� � 1 patio foundation " � ` �����! � � � � � � �' 825 � `� �~��. � � i � � , , m \ � \ � / � �� ' � } �� � ` �� � `l � �'' ..�`\ � '99.$' q � � � a? \ � ' �" - - - ' . - - - - - - - - - -_ - na 1Q,3` 9.4' m 7.3' (-�fl � / `�� ° ` '---' ' - - - - ; • � c� - - - - - - - rn ,/ �� ; - • /'� �-.. � - - - - - - - - - - - - ' �� � � f � \ � � � `�' re4aining wall -�� \ � � garage el. = 8276.7° - r� --a2� � � Za.o° _ � �f , f � . �.�9 0 � \ ' ' � . „2 r garage el. = �276.9' � � `° _ _J \ o'�G,,� Q� p `l `` � � � `4 22.0' � �---- �_ o _- -�---- - � ` � 2p' setback line � �' � ` _� � Fligh H�zard Debris P�valar�che Zone Line ---___. N \ � � � � � � � � � � � � � � � � � � pin with aluminum cap A — — r � ` � , , .i o � - � . . a �/ . / / " . . ' ., S',�.""" t ' 1 1 � ���$7Su .......-=..� Ltiv ' . ''" p � s ee 1 � G .V� � � \ M� �- " / L����������� � J / , — — - - - — � — R- 120 . 53� — — � — — � — — - - - - - - - - ; — — _ — - - , _ . _ , _ _ � _ _ . — — . _ . - - - — � — � — " _ — � � — - - - - — � — � — — � - - - � L�42 .44` - - — . _ _ _ — — — - - - - - - - x8279. 1 ' � � 179.6 828Q.6' — �� ` � � ' f x8274 .7' � — — - - � — — — . _ . _ . _ _ — _ . — - - - — - - - � - - - - — � — � - - - - - - - - — - - — — — - - � _ -- �" � x 8277 <2' �d�� �f p�vemes�t _ , � ' � r x 8274 .3' _ � � � � 4 � � . � � � �2'��. �� `� � ��.1.2"V�t�� �I`3.V� � � � � , Q 5 10 15 20 � \� � � i� � v � � C; 1r' � r - - — — — _ _ . _ . _ . _ . _ . — - - - - - - - - - - - - - - - - - - - - — - - - - - — - - - - � 1 = — - - - , � — - - _ . _ . _ . _ . _ . _ . _ . _ . � _ _ _ . _ . _ _ � . _ . _ . — — — _ _ _ � _ _ _ _ - - - - — — — — � — — — — — TC?��i � F �� IL � - , . � ' ^ _ _ . _ _ _ _ _ _ . _ _ - - - - - - - - - - - - _ _ _ . ,. _ _ � � . �. ___ . _� __,_ . ..� _ �_�_ ._ _ � .. w , _ _ _ .. __ _ �_ __ _ _ _ . , �.�������s��e,.m .� . , � '/ _ � / / '' I� . � . / . / � . �i ` . , !, / / / � � . �. 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J/°-�-���� — — — - - _ , . � _ - , � , — �. x , . , . . , . , — � � � . �- - !.- . , _ , , , , . , - , - , - - , , , . _ - , , , � , , . , . , . — �-, , � , - , . . � � � - — � ; ,. , � ,- - ' ! � , . - - - - � " � �� Yrr� ra�r� rn � �t I,� ca�tic� � �u �e , . , . - - � 1 � — 6 zsa / 2�,� a�y � . \ � . `L� �,. � � � �� / L��a1 de�crigti�a�. � j Lot � , V�1 Village Tenth Filirag, a�e�ording t�► the reeorded plat the�reof, Eag�e \'f e � � � `— pin wi�h yellaw plastic cap t p I �°2t 2�Q \ / \ �1J '---''- I hereby certify that this Improvernent Loeatian Survey was prepared t�y me and is an accurate �` f � representatian of the locatian of the impravements shown hereon for Lot 1 on April 2d, 2011 . � r` `_" ��g ��. �'�►�` � % seGVer hal� 4a� r���� . 4 . � l�''P�'�A �,o ._ - � ' � invert el�vation = $252 .5° �' �:° 1' � �.� . ..,r.�' �d°�; � . �, , . ° ° ' �" � rim el�vatzo� � �25� .2" `�' ° '��' `� °` lf �oUrSe f ,/ e `� : tl � � � � \ . � _ � /� \ Date L 1 � h r S �Z�(�fi , .�.,. ' �l r �� � . o � . �� A / A t •• � ry � `•,��1II90YY�; � ry���4 \\ /„-,.� �r����� C [, �+C�� �a*W l �� \ ptfiFpeHeeNeteo � � � �._---��' ���6 �� indica�es a pine �ree �, � � / � �t,- � \ � � � /i '� IVates: � � � � / ` \ ,-- � / -�' ` 1 ) Platted easements are shown. y2 � f �---�_.�� / � ��" � ' -/^ � ` \ 2 A �itle olic was not rovided far this suve . f � r-/ � � � P Y P Y � �� � I� � - ,� , �/ , � � � \ � 3j The contour interval is 2 feet. r \ 6��L '' —'` � ' a5e� �� �= " � 4} Elevatxons are based on the sewer manhole invert shown having an elevatian af 8252 .5" per ` ° ; �� ,.--- ' \ t1ESISD sewer asbuilt data. � ___,__�4B indicates an aspen ree � � � ,��� ��` /� '�/ � � - '' \` ,� � . ,��,(� ��ll�e, �. ` 5) All of Lot 1 lies within the " Mediurn Severity Rackfall ° Zone. 5 ` �, a , \ � � e „ � 5 �� / 1�� ���"� �k � .-� '` / \ .� 6) This drawing shows the west half of the duplex only. 6�° ��0� .�-� � � � � , p � � ` � Address: 925 Fairway Drive / � . ` � ,,- -- , � at 1 7'� �al �� � \ � � ��' �.- �''� ,,1. --�' � 0 .4510 acr�� \ � .°� Q � -�' � Nate: According to Colnrada taw, you must commenee any legal action based upon any defect on _._____-----a25o 2 ,--� 19,646 Sq . Ft. � � � /, /-- f .-- „�- this survey within thre� years after yau first discover such defeet . In no event may any action '��2 l ,l- _ _ _ _ _ _ _ _ , � � � based upon any defect in this certificate be cammenced more than ten years from the date af a '� �, r-- � ; � ` � �. �, � �, certification shawn hereon. �-- �, �� cr_ ,e° ° � /� � ` I cn , � '� '..� i f _ _ _ _ _ _ _ _ - - 32,�� �, �I `�a �` � � Leland Lechner PLS 30946 Caunty Rd. 356 , Buena Vista, Co . F1211 ( 719 j 395-9160 / l - - - - - - - - - , � �/ i� � � � �� � � � ,I' � � � � ; � '� � ` �� � / , ', � ; plan4er I � ` � � ____�g252 �/ ,�"' � �' � I -82 / �, , � �� � i C ' � \ � � ` � / � � '� deck foundation � '� '�, \ --''�-'� � ' o'- � � /- ' ' ` � ,.� � � � � , �� �i � � i � � � � , � � � $2 � '�^ ,,-- '� �, 15.5' - - - � � � '� ' ` � � � � -/ -�' � � \ � ./ � -' � � � � � Lo� 2 -'' - - - - - - - - - - - - - - - - % �a.5� 1N1i2 of duplex ,/ �-- � - - - - - - - - ` .--� ; - - - s.�� � � C � , � � � � � � , � � ` � , � " ���� � ' ' ' \ , � � � � � � `� , � � � o ' i '; � party�ras� �, ! i �` � patio foundation , ; 82g , � '`� I I '� � V � i i' \ 4 �', �; � � � � � � � � � / � � .'� \\ ; 19 ,�' ' � __ � � � \ /' \ ; - - - - � - - - - - - - - - N 90.3' 9.4' m 7,3' ` � � / �� - - - - - - - - - - - - - ; r � c? �""1�----�-- m � � as — ` //// \ � � � il ��� � � fl � , � Jl,. � � ` - ' - - - - - - - - " � ap � . . 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" gg g a a ed Wood Beam SEW Sewer . . . `�o� ,.� �\ \ ��:�. 46 SF er 1 SF of site area � � 10 ,000 SF of site area 10 Q00 x 0 .46 e uals 4 600 SF \ \.�� �\ �� �\\ A�F Above Finishe �i r F�E�ch �ck SC� F�IARE A� FC� LLC�WS . � � � � � � . \:. ������ `����,���: \� d oo GYP Gypsum SHT Sheet , . . � :\\\\\•�\\;\ \ . 38 SF er9 SF of site area > 10 000 SF <15 000 �F of site area 5000 x 0 . 38 e uals 1 900 SF : .. ��� �� �\ ��.�� ALT Alternate GWB G sum W II r V P � , Q � .,... > �a \ ��:�: yp a boa d SHL Shelves . . . . 13 SF er 1 SF of site area < 15 000 SF of site area 4 646x 0 . 13 e uals 604 SF "' ' � ` �� ��� . . p > > q ��.., � A R C H A r c h i t e c t u r a l H D W Hardware SIM Similar . . . . . � . \`\\ The followm is a summa for the climate zone 6B of Table 402 . 1 . 1 re uiremenfis of the iEC and as ado ted b The Town of Vail , . � � � BM Beam HD Head SL Slidin _ g ry a p y � � � \ , 9 • . . . , . . . T IAII r � � � , , . _ G es nt I o Area G ) f ent t ,1 \��, � s � � � � and an outline of the ro osed R values of the assemblies of th il r - � �. BRG Bearing HVAC Heatin , Ventilatin , SM 8heet Metal p p 2 bl! d111g WhICh a e d2fltl8d Itl th2 COIIStI'UCt1011 DOCU171211t � � \ �\� „ , � , 9 9 . . . . \�: �\�. . . . . . . . \ �\..: :, \ , ,,, .: �. . . �. . . Drawin n . . . . � BET Between and Air Conditionin STC - S a CI S 2CIfICatIO1lS . \ � _ .. ,. , g Sound Transmission Class g p \\ ..�, �\ , Calculated GRFA \ ,. ., \.,� �\\�. � � .: . � . �\.. _ _ _ . . � . . . . . . . . . � . . . . � . . � � . � . . . . . . . . . . � . . . . . . . . � . . . : � \ ��� �::�v \�i\\ �\\\\� �.. \ ° � � . . . . . . . . . . . . . . . . \ . � .�\ C:� \� \� :;:?: , . . :!.... �'� .. \\..:� \�� ....:..: . .:. .,r ...:. BD Board HT Height SPEC Specification •� �. , �. �\. : :::. , ... , : ;:: :; . . . � <:. �.�. :.: � ..:. .., , . . . \ . .. .,. .: : _ .. ..., \ ., , . � . . . \ . . _ <.. , , :::� . ; _., . 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' ..� \\ � \; t��`\� F . :. \ . . . . . . .. . . . . . . . . . . . . . � \\\4 "� � � \\ �\ ����; \ �\d\��PY���K<�Q���\\\\`\;\�� 4 \ \Pt:\�\Q\\\�� . .. • . . . . :. \ . . � �. COL Column MTL Matenal TEMP Tempered fUt'1'In Stl"I S OV21" 2X6 T&G dG'Cklll Lower Level East Side 1908 SF Lower Level West Side 1953 F � � _ ��. ��` `������������ �`�` ��< \� "' �... , . « � �\�\\�\\� ��,,, � � ; : . ,. . 9 P 9 . . . S �������.:� �� : < �: ,. CONC Concrete „ MAX Maximum IE That Is ' ' Q\\ \\ \\\\\\\�\�\\ � . \ 4 \ . . . . �\ \\ `.. � � . . . . .. Main Level East Side 1306 SF Main Level West Side 1402 SF = �. � � �"�\\\��`�`� ������ � \� �� CJ Construction Joint ° M � � � .,., , . :�, . ��o���:�.:�.� � <.; . �" .;. .�:` '' `\ '\\ . C Medicine Cabinet THK Thick . . . . . . Upper Level East Side 1212 SF Upper Level West Side 855 SF � \ .:.�. ` ..; .�� ��� � . , : oo � ,�- o ... . .:. .� „�„ �., � o, � ..,.,.,� .w, .,.,.,� ,-,- � � T.,,,,,. � � y� � �.,���� \A/allc _ Rarti iirc�c R_7fl_ Prnv�rlr�c R_7A A r►cr tho ci im nf tho � rnvirJor-� R v� l � � oe �f +ho +S� r �n� l 7vF �einn�! fr� miri� ���� II oocomhl;. . . ,�+h > c •,�. . . ,`�� .:...,,�,,,,,, �� �: _ � � •� �•��•' • . �. `' <, : ,. . _- DP Qamproafing MIN M�n �mum T�� Toun e and Groove 3/4" wood sidin or 6" stone veneer, 1 /2" exterior sheathin , R-9 . 6 2° ri id foam anels 1 /2" structural exterior sheathin R- 19 . 8 Totai East s�de aa2s sF rotai west s�ae a2� o sF '� '::� � � �� '�;�\ � � _ . , . � � g 9 J J p , g , �. . � : � r oET Detail ' MISC Miscellaneaus T&B Top and Bottom blOWtl ICl CeIIUIOS2 It1SUlatlOtl and 5/8°' d all exceeds the re uirement. ; � '* ` ` `\��� \�� ; ' � : � ' � p Gara e East Side 560 SF Gara e West Side 549 SF � � �� � \� • � .. ° , a ;� � � " \ ' DIA Diameter NIC Not In Contract TO Top Of 9 9 : DIM Dimensian NA t ' ' \ fVa Apphcable T Tread . . . . . . Setbacks . . . . . . ,- .,:.� .\� . ��� \`�\ . .. .� .� � \ .. ,>.. `��: �z . ,,. e� �'��� �� �' `� ;A�\;?\: ,� � . . . . � � ta Basement Walls - Re uires R- 10 of continuous insulati - � r vi R- , ' .,� . ;- � � � � � � . : ; .. �� , � ': �.. \� DW Dishwasher NTS Not ta Scale TS Tube Steel Q On o des 28 per th� surr� of the provided R values of the R- 10 e�erior 2a from fron� # �:: � . , ��� ; ;� � .: ,.. : ; � , � ' ,. ���,�.� . . . . . . u • n . . . . . . . , � . � � . � .. � -� ', ... ;.a. `�� �. . � �`::;� \ :.. � � .::.j . ;: �. ' - � . :.;�;".�.:�. ��.�e � . . �rv �own ac on center rvP r �cai draina e medium with the t ical 8 concrete v�rall with 1 1 /2 airs ace with 2x4 wood furrin with R- 18 blown m cellulose onsulatian � 5 t�om s�des < s �. . . � � ��`� , � � _.,� < � ..� > ; ��\.;�� vp g „ Yp p g , :> �� g ���.; �� , � � ;. : ��.:,.�.;��:� DR Drain OPG Opening UG Underground and 5/$ d all exceeds fhe re UIC'G171e �1t. 15 from rear . �i ., , ,.. � .,\, � . � q . . . , �` , � . �,. �. '� :� -. , .� � ., � t , . � �,� ,���� ..;, � DS Downs aut OPP O osite . Pat�o can extend to ro ert hne if less than 5 above rade ' � . � �: ' � : ,: .. ' �>: �\ , � _. �..� . ._: ���' >. p pp U . N .O . Unless Noted Otherwise P P Y 9 � ��, \., \ , . . �. . � � � . . . � . � � � . , . . . � � � � . � � . � . � . � . . � . . '� .r.> .� �� � `��: . . .. ��.Y�,..� ,... " �.; � ; � . :�\�...�`�.:��: :;��` �,. . .;.. �. � . � �. . . . . � �� \\ \�� . . ' � � Ja\ DRWG Drawing OSB Or�ented Strand Baard UNFIN Unfirnshed . . . , , , Decks can encroach set back 5 ,, , �� �,;��,,,�. , , �;,�� �,, , , �.:`�. . . ` ,,�,,,: �� `��,,� _. ; ., > , .�: _ �> . � `: ,:; �>: �� \��.:� \���,s. � �' Floors - Re uires R-30 R-38 is rovoded at the floorlceilin assemblies betw n th h Roof or architectural ra ections can n � h 4 '. � < � � �-: ��,� �.�. EA Each OD Oufiside Diameter UBC Uniform Buildin Code a p g �� e ouse and garage p ) e c oac � ,\, . \ \ � \\� � ° ;.... � . � t � . \ � ���� ����� , _ . �r : � EL Elevation d PennY (nails, etc.) USG United States Gage � ' ` \ ,>; �,:. � \ `� � : . � � . . •;: •�� : .�� . \ �':; • �\\�.a _::`� � � Hei ht � � ''_ , ,,� � . �\� , .: �.> : : ' -- -� . . . � EQ Equal PAF Power Actuated Fasfened VAR Variable - _ _ ' _ � " � * : ,. >:.; ° � � . � � � = . ' ' ` ��: ��. . Basement Slab Requires R � 5 for 4 since the slab is heated F' rovides R 20 er the sum af the concrete thermal mass lus the � t >; : ��, �.,�\\ �� ,�� , . ������`�`.�� .:. . .; EXIST Exi tin PERF Perforated d . , . . . . . . . . , _<: , ; . . � ..... . �.: s g t ) VENT Ventilate � � � p Flat or mansard roofs not to exceed 30 . .. �� � : \\ ��\�\\.\\.\\.�\\\\ � . R- 10 exterior insulation �rom �. 0 . footin to rade , with the R- 10 insulation at the inside of th� foundation wall from T. O . slab to siop�n roof not fo exceed 33� � _ -- ��925 Fa � rwa Driveo � �, � � , , ,. ,_ �"� � EJ Ex ansion Joint PFSM Prefirnshed Sheet Metal g g � �� �` \ p VIF Verify In Field �"` , ����� \�� :;, :.. , , : EXT Exterior PL Plate VERT V rti I 8 . � . S� a�J aCld thell COf1tIC1U0US UCld2i" th� t12W SIa�J at"2aS �. ����� � .� �.. , ���_ ';� ;a � ��� � ? ' ' ;� ", e ca Garage �. �� �� : - � I > , . :. FE CABT Fire Extinguisher Cabinet PLWD Plywood VAT ; Vin I Asbestos Tile • , Y � �> �� �\�\\� .��:�;:� , „ . ; . • , Allow 600 SF per unit, both proposed garages are less than 600 SF. � ;;. � .....••., .., :::. .. , ��.� �;. ��: : .., � FOC Face Of Concrete PROD Product V Voltage ADDITI NAL RE O QUIREMENTS PER TOWN OF VAIL CODE AMENDMENTS : ` � : . ' �� ��`°: `x FOS Face Of Stud PROJ Project WG Water Closet _ � , j Landscape \\ - � � ; �` ;. .. _ � `� i PROP Pro ert , o . � a. � , FW Finish P Y WP Water roof f <: , ...; � �. : �� , � ' p Min 60 /o of lot shall be landscaped, see sheet L-2 for landscape covera e calculations . ,. ' � . ° �. ��;, � "��. '` ` � ' ,'� , � .... � : , . 9 . �: , •� . ; �� : : ;, ,y. . ` � .. �, � ;�1.,, . . . . . . . . . . . . . . .. �� � ��.�\", \ ,.� ,\. ,., a. .,a . n R Radius ar Ri r ROQF COVERING : Meets Section 1505 . 6 of the Town af Vail Code- Fire Retardant Tre t W ,. ,� :� � ,3, . �� � �:...����, �>., � _ : FP Fire roof � .,, �, � �� a.�� .. i .,� .,'y.,�,.,� se v�- we; nt a ed ood Shingles and Shakes . The ,,, .��. �, ,, , , ; ,,a �� . �'" � . . � � g � . . . . � . � . . . . . . . . . . . . � . .. . . � � . :s� \. �;. �\ . �, ...� - �.� Q��'� ',a ..l .��\,� �\� ' v,�, � \•.� . \�\� . . � g t. . . . . . . . .... �. . x��Y�\�. . � � \ . . . .,�� ��, ,��\ . ,. ..\..:�: � - � ,' • j' � . : .. . . . . . . . ..:� .. , ` \�. �.. . ...:. ,. : �.. . ;on� �\, ,.. „ \ . , ,a. . ,,. .�\ �� ���: , � . . . . . /y . . . . . . . �.� . . ... � �. .. �. . . \� ,.,���„ \ „ \ . �� , \� . � �. \ � . . . . . . . . `� . . .,, . \�� ,. ,i �� � - . . . R f r �. , ,, .. � . . , � , , , � . .,. ,� . , . \ . ., . ,� °:. REF e e .. . • '� ' , . . , . � , .. . P ., . . _ . '� u .,... �. . . . . . ,..� . �. . � . . � ..�. , �� .. . . ` FL Floor D VICtI I : ; . ,. 4. � .. t, . � , ,� ,, W ; � wirv Win a c s nthetic shake and standin seam co er roofin will be in t II t � Parkin Re uired er Cha ter 10 ��� " .,. , , � , .�. . � _ � -� .: dow y g pp s a ed o meet the re uired Class A roof assembl . g q p p . ; � , ,; . � � :� . � . . � . . . . . . �.I . . � . � . . . . � . . . . \\ , � \`, .:� \ \. . �uy 1 .�<3� ,� 0�, ,.. \ � ,, „•,\� � . ����� .. 1 t ' . . . . . . . . . . . �::: ti..�".���; .\.a �::. �;:i `n . `� .. �` O y�, \ \`. `\\\�. ' � a _ F;�..a � .y: � • . �` � .::. \�. \, ��., ...., .r- � ,•^ . . � ' ... � � � � � � a . a �.;. ,,. . .. �.... � � ��. . �. ;� • ' � ^ ' \: \ REFR Refri erator � � : .� .?�.:. , . ,. ... . . .�'�. ��:: .. � . . FD Floor Drain 9 W/ With Both dwellin s are less than 4 000 SF GRFA therefore 3 s aces are re uired . 4 2 9 x18 enclosed arkin e an 2 x1 � �. : �. �� . �. .:, 1.� . .� �\ .. ��� ; ` �,•- ; � `e (comb. form) g , p q ( p g spac s d 9 9 surface � :; . � : , . . ., �� O� , �. . ,:. . .: �.:a:� , ,� .� � •: � .; ; . . � . . . ,,� .,. • • �;. . , ' y`��` < . :: . .. �\� ���\� \\., . � _. �. ; REINF Reinf r e . . �: . � \ : FTG Footin o c d arkin s eces are ro osed for each unit. �. �i • . � .. �. � .. �, . \\ � � ,.. � } W/O WIthOUt . , � �:> � : ` .�..�.,, � � - � g , . . . . . . . . P 9 p ) P p , . . _ , �\ . -� ' ' �.: > �, � �. . ; .� i � .: ' \ . ��.p... ; `�- '. - " . _ , . I �,y , � ,. ;:_ . w , FIRE SPRINKLER SYSTEM . Building is to be equipped throughout with an automatic sprinkler s stem mstalled in accordance with ; . , �. � . � . �. , \� � L ` FDN Foundation REQD _ Required WD Wood y ` . . . . . . . . � . . . . �� , .�-- - ; <�� . ,.,< ; „ .��. . �;s , , ;;,� RHSn� Round Head sneet nnecai s�rew NFPA 13 and the Town of Vail . A mon �tored fire alarm s stem will also be rovided . EXter�o� �� nt� n � � � . . ` ., _. � . � �� � �;` � .�, �� ; _ , � �y ��' � { � �`. GA Gauge y p J 9 �� .:. \, ,. �, , �. RM . Room 1 li ht per 1 , 000 SF of lot area , therefore 19 li hts are allowed . 19 exterior li hts 18 above rade are ro osed see elevations and lans for t e '` � • f :. � �* >_ 9 9 9 9 P P p YP ` �: � . location and number of fixtures . 7 are proposed at the East unit and 12 at the West unit. : ' ` � - :��` `'� � � `�. � ° , °t� ° �`' ` PLUMBING : See plumbing documents from Rader Engineering � � �: `�� ' � ° ° ° ` -� °} � . � . ; ��_ : `, � f . �� r . , \ . �� ; � . ;�• � �.;:� � , . , ` :\\ � a ��� �, .\ �, ��� '. � � t4<<, � \ �� MECHANICAL : See mechanical documents from Rader En ineerin . ��� � �� : ` �es , . " . °'°" `� . � ' 9 9 ;�� �- �. � � ,. ,� . `�� , � � � ELECTRICAL : See load calculations from Rader En ineerin for service and electric anel sizin ���'��� g g p g PROJECT DIF� ECTORY _ REVISED BUILDING CLIENTS ARCHITECT WEST SIDE ARCHITECT EAST SIDE STRUCTURAL ENGINEER MEGHANICAL ENGINEER LANDSCAPE ARCHITECT CONTRACTOR SURVEYOR PERMIT SET - �ssue �ate 08/03/ 10 Larry and Lori Allen BERGLUND MICHAEL L. SANNER KRM Consultants Inc. Drew Rader Scott Sones Gary Hill Lee Lechner �rawr, by AG ARCHITECTS , LLC ARCNITECT, PC Rader Engineering Sones Landscape Architecture Hill Construction G 234 Clearwood Lane P . O . Box 4572 Group 30946 County Road 356 cnecked by Hg P . O . Box 2378 P . O . Box 1498 Shreveport, LA 71105 210 Edwards Villa e Blvd . Edwards , CO 81632 Vail , CO 81658 40690 Hwy . 6 P . O . Box 1735 Buena Vista , CO 81211 s�aie _� /4" = 1 '-0" � � g Suite A103 Suite E- 1 P . O . Box 115 Edwards , CO 81632 , �_ T Phone : (318 ) 865- 1266 Edwards , CO 81632 Phone : (970) 949- 1007 Phone : ( 970 ) 949-9391 Avon , CO 8162Q Avon , CO 81620 Phone : (719) 395-9160 � Fax: (970 949-0839 Phone : (970 ) 390-3413 , e Phone : (970 ) 926-4301 , �� Manuel Castro Phone : (970 ) 845-7910 Phone : (970 ) 949-6490 Fax: (970 ) 926-4364 Fax: (970 845-7522 Fax: (970 ) 262-2162 garyhill@centurytel . net Cc��� r Page � _ 2R Sierra Itambe #64 hans@berglundarchitects . com a Real de las Lomas o Delegacion Miguel � . - � Hildago , Mexico D . F . CP 11920 � A1 . 0 0 Phone : 011525552458027 � , � F _ _ : _ _ _ _ . _ _ . __ _ __ _ __ . __ _ � � ' � r � � � i �, i ` � � , � . , � , �.-- - ,- . ; ,-- � � � . ; _ . r � � �" '" I _- _ , . � . � � _ - _ , - _ � _ - � . 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I � " � � � � - , � , - , _ . , _ , . - , _ � , _ - , - _ _ �� r��� � Ta � ra hi� ur�� � , , - - , _ - � � a , i �" � J /. -" ��� // ���/ $��� � !' �("�r-�., � � '� � � L���1 d�s��°ipt���t: ���4� � � pin �vath yettow ptasti� cap �t 1 , °I il � i1° $ � r ' t� � r���r � 1 � �r�� , l� � , cil�r a. �\ / � �'� / ` I h�reby cer�ify that this I�prav�ment and Toppgraphic survey was prepared by �ae a�d is an accurate represen#atian of the � �` ' � / l�cati�rt af*,l�e irr�pr�veme�tts shawn hereora �nd tl�e t�pa�raphy ofLat 1 �n November 26, 2067. . . / � . . ! \\ I / � � 4y906o4eiBBp@0 j � \� 5l'•tTe��I TTlSI1110�e qaa�4���� 6i E Lr l �J' ���@�s /j ��� / � � - 'f �� / � invert efleva�ion = �252.5' 4°� �,Q� . . • - . V C',�a., �°,,o � ,� / � � � f'�f ' � '� �� /� '" rim el�vatiora = �25�.2" � �,°`, m s. � e c,y�,e �"� � / C}�� C3LlI°� �� �`\ ' � /� f` � \ � �` �,_______�/" J� � � � e � ' . � � . �k. . � . . f' . . -"..'--------_.__\.. ` . . . . . . � . � �%!' 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"" > � ` �� / � , '� �� t ,` /�/ � , ' � ----- -� ;- � ` Rt�f�s: �\ / �' �� �� � � �� � ` �,' � ..--. � 1 � l�ia�ted �ase�ne�ag� are shown. \ ,� � / -�,-��j, q?�� / / � ` / �� � 1r,�, 2} A ti�le polfcy was not provided for this suvey. �5`L , l�-- �; ! �Cy � �� -``' ���� : � 1 �^� 3) The �ontour �nterval is 2 f�et. � ' ' a'��'� � - � � / � � : , ,-- .� , 4} Eledatians are based an the sewer manhole inr�e�i sho�r� having an elev�dian of �252.5" per ITEVSD sewer asbuilt � � ' � ,�� data. � � �_______ � °� , ,� ��O � � '- � � 5) The lega( descripdan is froria Sievt�a�t Title Co�mitment No. 91006765 . � � � indicates an aspen tree �9 � �-'`J � ! � '� 6} Ait af Lot 1 fies witlun the " IVlediutn Severity Rockfall " Zone. ;� '' � '� ` �° 7) I�evised 4/2712Q10 Utilities, gotf pad�, fenee added._ � ����� �'..--,-----. ,----�' , 4oj1 � -� \ 10, � �__,---�-� i �`j 0�02 �. �'' � , --�,2� / � 8) Reais�d 5/25/2Q10 add hazard zones and tatal Iot ar�a, rs�°' . � s"• r� �..--� '�--�..-----P � � f� ___------'"""�---�-'� � �- '---�'_J J \ � � � , � � � _____---B25Q �-- f� ` �.�/� --/ / 2�` , '- -y-�2�� _ - - - - - - _ - �5°55'Sl " E 33.75 ` �ddress: 92� Fair�vay Drive td , �' �. �`' � _ � _ « _ _ � r ., � - - - -- - - - - - - - - � - - _ � - - - � , \ � ----__ __ --- -�'�� � --' / f N 85°55'S1o, � _ _ _ _ _ _ - - � ; �,,.-��2�`� ,,��, ,,� -� ,j - - - - - -- - � deck x �269.7 ; � ,.- �2 �� / ,. = � �,a� r - �� �a �to�� : ��card�ng to �c�4oa�ado 1avv, yau r�ust cornmence any degal action based upon any defect on this certi�icate within `/ + ' � ����'� � J/ J J �-- �� / lf upper ievel deck 15.5' ' � �; three years after yc�e� first discaver such def�c4. �n na ev�a�# may ary actian based upon any defect in this cerkificate be , ___�--_---- �,1e y ,� �-- �- ,/ /` f � x �263.9' ` � c�rrim�rsced mc�re tha�� teri years tr��n t� � date of ccrtificat�o� shc��� tt here�n. _----' � ,='F ,-- i f p x 8269.9 � � � f�__ "" � .--� � f/ � J 15.5 � � ,-:' f �'`,°�`�. � I.,eland I���hn�r �'LS 30946 �c��rrtty Rd. 356, �aer�a Vista, �o . � 12t 1 ( 719 ) 395-916C1 , ; f �---- �"` • /� � � ,�. i.�,� � � ( '� ` � � � _ � � ,_ __�---- � ---/� ��� !'` - � . f' � � � � _ , x ���9.9 � c� Y _� ) � � . � . . . 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' '} \�`�• '�, ,/ �; - - \ � _ � 33.75' 527�, 2° x ` -�, � 8�°55`Sl °' � Gf�S , � '� � , a . � . /�/ r' � --1 � `�` , � � �', �, 33 .75' � UAS ----"--" "' ` x �2��.�' , = �,/� � ; %' ______ � � � r " /" � /-- � j a `-�� '; ' A �r ._.--a�L� k. � � a � ef water valve 1 � 2 .�0 � � � J utiii CivIST � � �, „ ty pedes�als �r-��. ``� �t� �} / � , t� �6 5� 00 � x �z�g,4� � � ��s�r ' � � v---_ \' �! ' �\ � `� ���°��'��4f � concreEe pad ----_� �`�,` � '' / " � � � � 1 � �q ('yq�g ; t _ � _ _ _ � .. . . . �a� �. . � --'� / . '�\\`�. _ f ..- _ . � . _. ' _ ._ _ Q _ _ ' _. ' ._ . --._ . _. _ -_ . _ _ ��.� � � �' i �lJ.� .7P � . . � .�` \ � � __._� - - ' _ � . - _ _, ._ , �.- ._ . ._- .._- _ _ �' '-` - _ ' � ' _ `... ' _ ' _ ' _ ' _ " _ ' ._ ' _. ' ' ' . ' � " - ' � � (1 � . \ ! x 82'79. 1 � ` � x 8179.6' 0 rvu< '` �J � � \� ' indicates a controt pain� -t' , - - - - _ . _ _ _ _ , _ _ _ _ L°42.44'� - � - - - - - - - - - - - - - - - - - �-�- - - - . � - -- . �� - . ,�� � . _ _ . _ . - . �280,6' x � �w, , - � � \ x $274.7 . - - � j ;��;; _ x �277.2` edge of paveme � � / , d �� � � �, � � � ` x �274.3' � �� � � � � � 1 � � � � � ,, � � ' . 4 , x �27$.6 ,� � � Fa����y I�rl�� ( 50 I�(�� ) � � a o s �o , \ `r � C�.I� � �' = � o� . _ . _ . _ . _ . _ . - - - /- �; _ _ . _ : _ - - - - - - � - � - - � - - � - - - - - - - ._. __ - - - � = - _ - . _ . _ . _ _ _ . _ . - - - - - - - - � - - - - � - - - - - . _ . - - - - -- - `°� , � . _ - . - . _ . _ . - - - - - - - - _ . __.. _ - � - - - - - � - - - - - - - - - � - - - - - - - . _ . _. . _ � � . g � q . . . .. . . . . . . . . . Y . . . � . . . . . � . . . . . � � . . . . . �, Z�; . . � . . . .. � � � � . . � . . . . . . � . . . � . . . . . . . .. . . � . . . � . . . . . . � . . . .. . . . . . . . . . . � .. . . � . . . . � � . . . . . . . . . . � .�' � , � � \� � .. ,��\� \� � 1 TEMPORARY EROSION COI� TROL SITE COVERAGE STATISTICS - ENTIRE LOT _ _ . �\ �\\�' ��\ � _ - - - - - - �� ������ ��` L _ _ _ _ . �,,,. . ,� � ` , : ;? :: 's :;: �: ':. : ,� ._> : '. i : ..- - : :� �< :. : � ,. :. .. c � 1 . ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 1 . THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH BEST - -- - -' " � Total Lot Size 19, 645. 58 s. f. - - , - -- " ,, 2 . CONTRAGTOR ( S} SHALL STAKE OUT ALL AREAS AND ESTABLISH ELEVATIONS FOR MANAGEMENT PRAGTICES. ' � - - _ _ _ - - � � ALL WALKS, STEPS, WALLS , FENCES AND SHALL OBTAIN THE APPROVAL OF THE 2 . A " GEOFAB " SILT FENCE IS TO BE ERECTED AT LIMITS OF DISTURBANCE AT SIDES Building Coverage 6, 137. 56 s. f. 31 � of Tofal Lot Size) ' - - , _ _ _ - - � ' _ _ _ . _. - - - � � ` a _ _ _ - - - ' _ _ Driveway Coverage 1 . 072. 42 s. f. �6� of Total Lot Size) �- - - -_ , _. . � -.s� . ... . ..< ........: ........: ........: ........: ........! .......:. LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH WORK . AND DOWNHILL OF CONSTRUCTION AND IN PATHS OF DRAINAGE PRIOR TO EXCAVATION - -_ _ _ _ . . , - - ; ;, ,,, _, . _, , , :.,-- - / � � " .�- - � � � S , . � � � � . -- � ; :t .c.��i � _ .; , . ;: 3. NOTES AND DETAILS ON SPECIFIG DRAWINGS TAKE PRECEDENCE OVER GENERAL AND KEPT IN PLACE UNTIL FINISH GRADE IS ACHIEVED . Landscape Area Coverage 12, 435. 56 s. f. ( 63� of Total Lot Size) - _. _ . � - ' " � - " - .: .: . , �� � � � . .,... , . . . . . . . . . - , _ . / / � � ' . - • - � - - .--� � � . � � __•- - - - - / �. -'' - - . ' � � �. , � : ; . 1.. .:_ :: . ... � .�,:. .: � . � ... , . .. �, . � , . � . ... . . . .:,. .. .w �.,. .. � ` NOTES AND TYPICAL DETAILS. 3. AT THE BASE OF ' TOPSOIL OR FILLSOIL STOCKPILED ON SITE , A " GEOFAB " SI �T FENCE - - �" � � 4. CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE Impervious Landscape Area 776. 94 s. f. ( 6� of Landscape Area Coverage) ' - - _ ,.- - - ' OR STRAW BALE SATURATION BERM SHALL BE ERECTED TO CONTROL SILT & SEDIMENT. Pervious Landscape Area (Softscape) 11 , 658. 62 s. f. (94% of Landscape Area Goverage) _ � �- �. __ ,� '� - - �' � ; Y ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING THE RELEASE OF -' � - - - - - ,�- -" -' � _ _ - - -' � � � PROCEEDING WITH WORK . � - � -- � --- - --- _ - 5 . GRADES SHOWN ARE FINISH GRADES . SUBGRADES NEEDED TO ATTAIN FILL OR � EDIMENT- LADEN WATER ( MUD } FROM THE SITE A ND S H A L L B E R E Q U I R E D T 4 I N S T A L L r � ,- / � .- '� � - J� .�'� . _ - - - - � - ADDITIONAL CONTROL FACILITIES AT THE DIRECTION OF THE LANDSCAPE ARCHITECT T O P S O I L P L A C E M E N T A R E N O T R E F L E G T E D . H O L D F I N I S H GRADES FOR PLANTING '� '� � OR APPROPRIATE TOWN OF VAIL OFFICIALS, IF PROBLEMS OCCUR . / f ,,- � � .� AREAS 2" BELOW TOP OF ADJACENT � AVEN9ENT UNLESS OTHERWISE NOTED ON � ,,,. � � THE DRAWINGS . , �-- ,,, J „� 6 . EXISTING TREES TO REM �, W SHALL BE PROTECTED V�/ITH SECURED STRAW BALES ,- r / ! ,� � � / �- '' � � �'' � �, �.- -- ' � � -� i ,.-- �, R1D /OR 3 WRAPS OF SN01N FE� CE PER TREEe A 6 ' FENCE SHAL� BE ERECTED AT ''+ � � .-� -- DR6P LlNE OF TREE. 6 'a OF fvIIJLCH MATERI ,4L SHALL ALSO BE SPREAD FRONi B � SE ,,, � � � '� / � ,,, --' � r � / �,, --' ° f �i OF 1'F� EE TO DRIP LIf� E �F l"F� EE. ,,' �. r' d/ �. -' ,i �' �, -° � 7 , RC7A � Cl3T� AN � ANY OTI� ER COM1ISTRU �TION IN THE � OAD RIGNT- OF- VdA `f SFiALL o 'r ,�- � �• ° ,• '� -' �t� NFORM iNiTH T�WN �F VAfL E� E�UIREMEiV �'S . ,� '� r `� d°' � .�-, �-' � .o � � .d° er �' d°° �, � �' -� .d � �. e ALL FI ISFiE G A� E� �H ,4LL PROVI E FO ATl1 AL UNOFF �F ,4TE ITFI �l6T ,� `r r / e„ �° � -' � �- LO � PQTS 0 POCKETSs PR � VIDE A Ihll U 3� AN AXI 11 33� �RA � 6E Tm '� ,/ / -- °f �- `� r �Jh1LESS OTHERVVISE PVOTED . ' ,r ,r � � � � �,, � � e,,. �,. ,, ,o �,. ,,� -� .�--- 90 ALL ��� � A � TIOi� SHALL BE IN AC�� R � A �I �E WITH THE ��IL� � EP �RT P � E� ARED f' �- "� �- -° ' °-°° � Y �FIE GE� TECF� �iI �AL El� �f [� EERs �,- 'r ,�° �. ',- ,.,� °' `J '` � � °''°° ; � � ; 1 C�. ALL � �ULDERS SH �4LL � E �l �4�IVE FR �M THE AREA , fZ � f� � fRlG fN �IZE �RQM ,� '� .e°� ,� `'� ,�- °" � ,�- °�; -° ' � � � �� "i ,i r -.' � I 2 - 6 DIAMETER . ,' �/ / r '' ,'- f ..� ', 11 . ALL ALLS OVER 4' HIGH TO BE DESIGNED BY A PROFESSIOM1I ,4L ENGINEER . '� / -- 12 . THE GE�TECHNICAL ENGINEER SHOULD APPROVE WALL SUBDRAIN MATERIALS AND r. '� / � / � � '� / � � �- � � � � � �. � , i / �' r .- � �,,'�"/ , 1 SPECIFICATIONS. - � ! Gol f Cou �e � i ,, � _ ,,� --., � � \ _._. s � � ., , .�- - - - -s25s 1 �. SEE ARCHITECT' S DRAWINGS FOR ALL EXTERIOR �IGHTING. / �, / / - / �, � � \ � � , e,. � ` ` . ' f ,�. 14. ADD SOIL ANiENDMENTS OR MULCH AS APPROPRIATE. � � 15. ALL COMPACTED SOIL ( E. G . FROM CONSTRUCTION VEHICLES} NIUST BE FILLED TO � � ''� � / '' � � � ° � ''" � �/ � �x' � � , ,- t � '� � ,-- - �� T4 AT LEAST 6 INCHES. � � � t , � ,_._., / -� ` .� ' � � � -� � ' J � � � ,, - TREE PROTECTION i 16 . SEE ARGNITECT' S RQOF PLANS FOR MORE INFORMATION REGARDING UNDERGROUND i � � '' �" / � ( � � �' � _.. � ,,� - � i -' - f , � ` � , � FENCING ( TYP . ) PIPING OF DOWNSPOUTS. i '� � / / � � � / � � � � e i '� � � � � - �'' '� ''� ` �, '� � RIVER ROCK COBBLE � r i � � � / � � � ,� / / / � � I ` / /`�, V / / , '�' `'�` �- �. � �� DAYLIGHT ( TYP . ) / �� � �' � � � i �� , � i � i W � -� � i �` `� i �-- STONE VENEER WALL WITH ,r, " /,. ' � / � °_°° � / ' � '�, f /r/ \ � � ' � � I � .- ' v � ' i ` ' ' -,'' ` /._- --- ts' WttF' HULt- VtNttl� I U � i' �,. � � � � t � � �' J � � .- � ` �- ''� � � ` MATCH STONE AT HOUSE � � � � � � ,,- � � ' f � .� � - ._.._- - j ''� � �� i r, r �,,• �' � i � �. ; �_ _.� ; � �- �._._ '0��---�.� .--,' , � ;.. ''' / '�`�" �` - '� / �► "�� � �. ,� �� ; s- a. _..,� �,,a� / , � , MORTAR - SET FLAGSTOfVE _ _ J , _,_.. ._.._ -- -- - ' ,/ / � / °`� � � � ( � �/ ��, i � ...- '' L ' ..��'` p� � �'' � ` � �' �_ _ , �`` TERRACE - s-' i � .�' ,- - � - -'► � � � ,�-�- ,,.�- ► � ' ' � _ _ _ _ _ _ _.._ ._._- ,. � � � � �, �°' �� , , , ,. -�, -' ' � � ► a ,,..- ;,,�- '� � ,�.- � MORTAR - SET FLAGSTO� E - - - ' -- --' � �, -''� � i � � � / � � � � , , ,., � _ �,, / � � � , � , - ' , �' � `. ` �/� . � W �', / �,,. _ .._. .- - - ,.. `� STEPS- 2 RISERS t� 6 " ,_._ _.._ - - - �„ / .-- ,- , .. .. � � .,,-� �, _ _ -- -' ,f -- � `°,� fl ,. - ' " � F21VER ��K` ��B.�i..�- 't'�� / �, �,� .%°° -�-+i � .�` - �,,� L�9'TS OF � IS1'UR � ANCE � e✓ � ,. � � � ,�.-'' �I TW 66. 5 �,, •-- .,.�-�" -- _.._ 63. 2 0 r '' � - _s262 , EA . ; 15 TREAD ,,s- ..� '' { Tl`Pa } - TREE �c PLANTI �I � , � � � � ' . -° ' � P, Y�,,j�.I� H � ( TYP . ) �., .� � a f ,�� ;, r � LIMITS � F DISTIJRB �4NCE � - ,,� ,e ,�°' , � � ( TYP . } - TREE c4c � LAI� TI �IC� ..�-- .�- `� PRESERVAI"IOP� • �JQ ,�1. °,� oP ' °` ' � - -�. .�--" '� ..r° -� �-. .-� .`° PRESE� VATIONa f� t� ,�-°° '�.- �- `'` DISTUR � �NCE BEYc�ND � 1 ` , � � .. - - �, ✓ �, � „�,�.- a �i �- � �.. > _ � s � �, .�. � s2. b0` � �- ,� � � - .�° ,� e- �,. -- � .._. , DISTl1R � A �lCE � EYON � � �, .�- °�°° °� � OULDE� C} tl,,TG�O� � ING m g, �G�'" � �,,, 'j � > - ' � � s � e, °� �, � ' ,,,� � ` �' ,,;, � ,.�m � `` ��o . . . � . . . . . � . � : . � J � _._-- ---- . . � . . . � . � . ( TYP . } . �, . . . . � . 6� ��°" . . ,� '' : . ,� � . . �- � . � � � � . � � l . � s . � . � �,,,�< si . . . . �- °' �'' � �-�` � � . . � ° � �,, � . � � . . . . . � . . . . . . --"' -°" '�,, ''"� i '� '�'�'� � ! .r�` �} � ,..,,. °'" � ° • � � t , .�.-- - �' � D&�''- �ET � T��lE SLA� 84 ,,. °' , ,�' '� �° s°°'- .- '' � �;. � - -� _,,.v' .s.,� �a -�` °��s4� �.. --�- °° .,.> �� TE � �-� 9 F� I �E� � C� 7 �' '' � °� .�.�--�' °°'�°' � ° `� ��, ° � � - -- ---- °°' .� E A, ; 14-�� �f� E �4 D s ,/ '' � � ,� � .,�°° d � � ...� s 3. 5 a ,�° .�6 � -,..,�,..��'' � s � ,� ° .�, s �° / � i ,,, 64 �.., ..,.- -- � °� s � .w,- e t .-- '° �. °� .,,' ° d 's .✓ .o ,_,. °`" "� °� g ..-b �„ ...-� ' / i / /. /'� / �.. --� J / / ''' ^ _ \ y � �, .,-- ,� �.- � j / / /. �'' � � „� �- �' '' ..- � � 5 $ 'a`'" / i �- 66 PREFABRICATED SPA IN � , �, ► --$? _ ,. - - ' ,/� � ; �. � , � � 60 � � � � STONE ENCLOSURE y 66 , ;� / i � �• _- �" "- i y � �� _ _ ,_,_ ...._ _ -- -' - � � '' '' �' / / ,� � � ' -' �"' -' � _� / / � BOULDER RETAINING \ � ; O � �g� � ' - a,/'� ' I � � -- � ;�� � � / �.- i i / ^ WALL ( TYP . } , � , � W ._ _:._. - - - ' - s �-' � K � . . . - - ,� - "'�' � . . . . . . . . . � / ,,,,� . . . . . . . . . . . . . . . . . . � . - - � ., , � % � i i' � BURIED DRAINLINE FROM `� �� ' ` // �' � o'� d � � � � s� . o GUTTER DOWNSPOUT- SEE � , � � `a � � � � � °, �- � .� �' � � Ca�C� ag��, �-- � � � -� i � SAND - SET � 0. �2 � ARCHII'ECT' S ROOF PLAN : � � '� `'� (�1 � � �' ,. -- s254 , op�. , � ase'me � � .- ; � .��. FLAGSTONE � � FOR MORE INFORMATION I , , � ; -- � Lot 2 I_1- �- ,� � � d F . \,�y E �. � ,-�� � �- . i LANDING ( � ,. � _ _ _ _ � � _._.. �- -� 2 v �.\\ , �, ��,,., , TW 68 33 DRAIN TO DAYLIGHT ( TYP . ) . � � r� S _. - -' .,- , , ..�. �\\Jf, PREFABRICATED SPA IN � � , �' r'��\ ` _, _ ._.- - l �, � /;.. ` • � TW 63. 0 67. 5 � �\svys � �J � � ._.- - - --' - / -- '" .i'- ' STONE ENCLOSURE � � � � __,_ � ' ' " s � . a / LOWER LEVEL i , � Y � � _ _ , , _ , - - "" -,� �., � � --'' � - _,., .�- �, .�=- "'�� so. �j / MORTAR - SET FLAGSTONE FFE : 8263 . 75 ;i t ° � � V .� � .- - - - - `'`` --�' ,,- -' ' -� "" ='- - " � ' TERRACE I `�, � / � /�' MAIN LEVEL � , ,,,,. �� .� � � BOULDER RETAINING WALL _ � ,-. , -- � � �-. -•'.�. /' ' 5 ` - - � \ / � �, .- �� ,� � - - FFE : �277 . 0 � , ` ,`.' ' ` -. ` ` � � �,,, � �`" -.� �,�- 'J J,, .-- '�8256 �„�-.. �'� ~ �°' 1 . 65 J,�, .- 61 . 0 � � i �, � ( TYP . � �' -�., _... � _...- -' .i- , ' , � J ._.- - .'.' ",. , � � TREE PR �TECTION � LOWER LEVEL P� ORTAR - SET i W .,�' ....- �' �- - , �° .._ - STONE VENEER P �ANTER - 4 �-.._.- - -' �` � ,�,� - � � � ❑ �FE: � 261 , 0 FLAGSTONE ,,--� � � FEM1ICIfVG ( TY� > } W ...- -�,-,r�" � �,r+ .. - ' " `� 5 � _„_ ..._- - - _.,.- FLAGSTONE STEPPING �1ENEER TO MATCH STONE TERRAGE s �. o .,�-' `;� �-- � j`� AT NOUSE � � _ p / STONES MAIN LEVEL �,�,p . . . � __ '- ' J� ..�- / . r / �., �" �m .y � � '- �,� ..+o �" n . � . � � � . . . . . . � .. . . � . FFE : 8273, 0 RIVER Rt� CK CO� � LE 77. 0 - ` 1 � ,� � � . . . . � ! � i . 'J 'f '.i �`w /� +�... .►.r ��.� .� I� - � U I . � . . . � w� 61 . 0 �iORTAR - SE �" FLA � cTOP1E Cq G ,� RAGE y� t , ` C� . . . . . � __�..�..� �"'� �� �� s� � .+/�� . Jj''/� ' � �- f "�.,,. r ._ - � 825 �i. /• I � . . . . �� VU. 7� � . . id � ` e.�� . . . � _,,, _.._ --� - �, �,,,,. � �! ,�° ,,, �" �° TERRACE MOf� T�I� - �ET FL� GSTO �IE FF� ; �277 . C� s �. 25 ,,,� �� _I [� � � � � r ' � � _ � / r .�%-� ° � ..,.. - L(�G �eTION OF -�. I LANDING ' � / � % �°' � � � � �- ° -!=° " �°` - �'" TQP �OIL �T(�CKPILE °� , , s s � ...- , .--_ --- TW 65. 5 _.-- TYV 66. 5 ,. a � � � }- `� -' �°° � �'=° - �"� y ...�-- �2`s� -�.. o.. --° ,�; STO�IE l/ENEER UVALL- VENEER � RAI �I TC7 C� AYLIG '� T °°��11 � i E�ST SI � E � � S M1� ETE� , �. �- - - _- - °" � ` � , � �� / � '�° --.., � I �° ❑ A ❑ T� MIATCH STOt� E AT HOUSE � � TYf' . ) I ,,. '' � � LQC�TIOfV � � � ..,.. - ° �.° �` ° � � �' .�''� .:-.�--� -�..° .. 77. 37 DI� AIN TO DAYLIGHT { TY� . � ' i ` ,�.2.Z�- LIiViITS OF � ISTURBAN � E F � � � ., ��. - e„ ,,/ � T4V 79. 58 / � ' � , .` , � � � ( TYP . ) - TREE 8c PL,4NTIM1IG --� i'� ' / I � ,.,m, , � `- � ;p' PRESERVATION ; NO � (� J e, � . � I � �3. o GARAGE �7. 25 , � L'� � , _ ... -- -' ,� , FFE: 8276 . 92 - - - - - � -, ._ _ ____ --- , � ,� .. , 2 , _ .._-� •' s � � ` ` '� DISTURBANCE BEYOND Q � � » ' � , - - - - - - ' ,' ' I ' I s� 0 , I .- - - - - - �6. s5 �s. 54 � _ < � STONE VENEER WALL WITH W °� �F- � r , � : � _ � E ` ` '� � � �ZS2 � - '- � � , , ` _ _ �\ _ , ( '' `. � I , WEEP HOLE - VENEER TO � � ' � ; �. -- _' � - � �-'`� 6g i flfl - Tf - ORTAR - SET FLAGSTONE � MATCH STONE AT HOUSE LIMITS OF DISTURBANCE � � , - , � _ _ - I I ( '� , ` - - � � � ( TYP . ) - TREE & PLANTING ` �� � � , 82s4 � ( � _' _"' � � -'' � � I II IIII II/I ��. 37 ANDING � -�. „_, _.... - r-' � 1 , ,� -.. - .� ,..- �f II II II�I�/I I � I I SNOW STORAGE �s. 92 I ► � � � � - PRESERVATION , NO r2p � , � � _. ._- -� - `� � � .� � , I � . p , , ,� - � I II II I �I II I AREA #2 ( 5� OF , � �. DISTURBANCE BEYOND `� ' � ' _ 68 T- � I � �/ � ?3 _ 1� � ` � _ / 8274 0 N Q �' � ` \ �6� I , - �_,.,�� _ DRIVEWAY AREA) � � . o ,. � , � � � -I � � _ � _ _. - - �,. ._.- � � .. _�. _ 1 ` - ._ _,._ 72 ,� - � � � ` � , _ � ` � , _ / � s2s8��' � � - - - - - ""_ -- / I � -� ..� ` / "�. RIVER ROCK COBBLE � ' , , , � � � _ _ _ _ � , -� � \ � � � DAYLIGHT ( TYP . ) �� , _. .._._-. �c �s . o �, � � � , , , - � - 827s 8270 �"., � . o TW 79 . 58 r ,/ ",. � � • � ., � ` ,,, a WEST SIDE GAS METER L ATI N ` �� . _ _ z4 ��� / / ;� , .> -_.._. - � � - - - � � � � ` � / - �- --" ____ _ - '--- -.._._ � s272 - - - - -- ' ^ 74 4. 84 i . i i � 6 ; t o � � : � ____ .�.-. _-.. ,..` BURIED DRAINLINE FROM ' � � � � - - � - - _ " �' ,=``.� ' ,,,. ` / � r �� \ r _.._��_' �- -- -- - - - � � �. ---- �,, .� ,�''-� GUTTER DOWNSPOUT- SEE � --1. / � .,_._ _ , � / � -� 8 7s i (' �,,,. / � \ ARCHITECT' S ROOF PLAN � ' ��~ � � - � �j.,, �' " �"� �� t � � f �` � � FOR MORE INFORMATION g2�4 - - - - -� -- �. -� -' �� � ` �' r � � ( � � ` 1 � � / � ) ; � ��� ` \� ► / � � / STONE VENEER WALL- VENEER � ► � � �� ,�J � +- .._ , � ,.l � ,,,� _ ' � � ` � I TO MATCH STONE AT HOUSE % ; � � �� --- " �+ '� / 77. 0 78 � >---� ' � � � _f o � �. ./�� .' � e .� --- � '° ► � ' -.._... - DATE: DESCRIPTION : � , � / - �- - _ e i . . . . � � . � . . ` �./'� '� .�...�� � \ � � / � . / . . . "\ .. m . . . . . . -. � ' ' a � f f! �� � � � � . . . . . . . � . . � - � � � � � . � N � 86 5� �____� � 112. 00 ._._. 5/1d /10 FINAL SUBMITTAL -... � Q . Q \ . 78 t �Q► ' r _.18280 � � / 5 21 10 REVISED SUBMITTA� ; � --- �" ---- � CONSTRUCTION ACCESS � ,--- ,` � / . a a . � . a , ` � ❑ / / ' � a .. a t , � � d d . 76. 83 [y o a , ,� a . d a �8'. 25 a � � \� ,��� .�--'� ,, aa ' a d ' ' �.,� C 08 /03 /1Q REVISED SUBMITTAL �� . . � . . . � . . .d d d. . . � r � � . . . � � . _1_, °° a ao. : 4a \ . . 78. 0$ I VEGETATED SWALE- IRON HANDRAI � ( TYP . } ' � . . ,/ � r PERMANENT WFILTRATION � �7. 0 / �s. 25 � FEATURE MORTAR - SET FLAGSTONE � � 2 9 ' x19 ' PARKING SPACES GRAPHIC LEGENQ STEPS- 4 RISERS � 6 " EA . , •- SNOWMELTED CONCRETE DRIVE W / � � $2�6 T. O. V. RIGHT- OF- WAY- ZONE 12" TREADS / / / WATER SNOWME�TED CONCRETE DRIVE IN SNOW 'STORAGE AREA #1 ( 10% OF � SNOWMELT SEPARATELY ��s SYMBOL DESCRIPTION / T. O . V. RIGHT- OF- WAY- ' ZONE SNOW ELTED DRIVEWAY + 30� OF MORTAR - SET FLAGSTONE / SNOWMELT SEPARATELY / - � LANDING � 4' CONCRETE PAN - NO SNOWMELT / NON -�NOWMELTED DRIVEWAY} � �s278 4' CONCRETE PAN - N0 ' SNOWMELT I � � MORTAR - SET FLAGSTOI�tE'� SNOW STORAGE \ � EXISTING FIR, SPRUCE OR PINE TO REMAIN . STEPS- 3 RISERS �/6 " EA. ; AREA 1 5% OF \ 82gp ! � ''/I� � SEE SURVEY FOR SIZES. �, / � � � � 12 TREADS / DRIVEWAY AREA } � \ ` r � � FQirway Drive ( 50 ROW ) � r -� � / � �\ � 0 5 10 ; � � EXISTING ASPEN TO REMAIN . � ` I SEE SURVEY FOR SIZES. � � \ r / ----- 'i �J EXISTING TREES TO BE REMOVED � Scale 1 /8 „ _ � , _ � „ North PROPOSED CONTOURS -- -- - � � ANDSCAPE . . � / � _.. - ' EXISTING CONTOURS . ` \ 1 l / P I� A �l , � - - - - - - - - - - -�' "� LIMITS OF DISTURBANCE I LEED SITE DISTURBANCE CALCULATIONS I ALLEN PROPERTY CASTRO PROPERTY TOTAL SITE AREA: 11 , 702 s. f. TOTAL SITE AREA: 7, 943 s. f. � � DISTURBED SITE AREA: 7, 535 s. f. DISTURBED SITE AREA: 5, 425 s. f. ' 6490 OF SITE IS DISTURBED 68% OF SITE IS DISTURBED ' . . . , . _... .._.. _. ... .. _._ ._ . _.. .._.. .._. ... .. . ... . . . . . _.. ..._. ,.... . ._ . .._ _. . _... .__ . . . }._ ...... . ... .. _.. . . _. .. . ._ . ._ ... .. ._. .. _.... __ . .... ..._ ..... ... _ . .. .. _. .. ... ... .._ ..., ..... ._.. ...... ._.. .. .. ...._ __. ..__.. . ,. _ .. ... ...._ ..... ._. . ,.... _... .._. ._. . _... . ... . . . � . � . . . . . .. . . . . . . . . . . � . . . . � .. . . . . . . . . . . . . . . . . . � ....'i . . . . . . . . . � . . . . . � � i . . . . .� . . . � . . . . . . � . . . � . � . . . . . . . . . . . . . . ....... . . _.._. ._...... ......_.. . .. ........... ....._ . . i . � . . � . . . � . . � . . . . . . . . . . . . . . . . . . . . . . . . � . � . � . . . � . . . � . � . . � . . ; . . .. PLANT LE � END — ALLEN RESIDENCE �.... PLANT LEGEND — CASTRO RESIDENGE PLANT LEGEND — CASTRO RESIDENCE ( continued ) � � \�°°��`; ���, � f : \\ �\\,: o� \� \� .,,,.. �� , DROUGHT DROUGHT DROUGHT :: : � :: � :_ ; � :� :: ;:. : ; :. � .. ;� :> > �;,: ,: :�. . .: �: � � .. , ; SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE TOLERANT SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE TOLERANT SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE TOLERANT EXISIING GRADE = I � II1=1I �� MULCH � '� II=) I I-- '` �' REVEGETATE ALL DISTURBED AREAS . . . . . . J . . . � � . . . . . . � . . � . �" '� �' WITH NATIVE GRASS AND WILDFLOWER SEED MIX. YES \ ; ` ` ` ; � =I I I= 2 PICEA PUNGENS COLQRADO SPRUCE 10 HT. YES , .. .,;, :,. . . .. , , � . : . . : : : , ,. ,. .; . : :., �: .: :;: i 1 PICEA PUNGENS COLORADO SPRUCE 1p' HT. YES , FINISH GRADE � —I I I—� I ( i 2 PICEA PUNGENS COLORADQ SPRUCE 12° HT. ROOTBALL ' = I �- 1 PICEA PUNGENS GOLORADO SPRUCE 12' HT. ��` � ` �� " � � � ^ �" ' " i � SAUCER ; . �:' ::- 'ti�. II I—I 100 ASSORTED DROUGHT TOLERANT GROUND COVERS 1 gallon , ,.. ... , . . ... . .... . . ... . .:. .. . . �.. . . �,., . ...,. , . . . ., ... ... , ",::: ;, ..�'s�� {����`� — �=) ( I= AND PERENNIAL FLOWERS Y E S ,. � . . . . . 7'1. . et `4e'iy'f• {�L�2-i• I I I I I—I � . . . . . . � �� . . . � . � � . . . . � 8 FIOtS � � . . r�y4: tiw �j�(�`1M�'� � . � � . . . . . . . � � . . i � � � �i��,�,�.Gi r�„ti�{:�w . . . . — I—III ���<r��;'� .;;�.; III=III III- - - - - - � - - - - - - - - - - - - - - � - - - - - - - - -J- - - . - - - - - - - - - - - - - DROUGHT TOLERANT PERENNIAL PALETTE: 4 POPULUS TREMULOIDES QUAKING ASPEN 2" Caliper NO —I I I—I ( I=I I ��w'b';°��: •� � (=I I I=I � -' � — � —' - o. - 7 POPULUS TREMULOIDES QUAKING ASPEN 3" Cali er -� I (=1 I — _ ' ���;�t,^f; ,��-�f DRYSTACK FIELDSTONE / 4 P�PULUS TREMULOIDES QUAKING ASPEN 2 Caliper NO ACHILLEA LANULOSA � e WOOLY WHITE YARROW , , . p I—) I I ( • . �,, , ,, . I=I I I� �� ANTENNARIA DIOICA RUBRA PINK PUSSYTOES � RETAINING ON UP- HILL / Golf Cart Pdtll 4 POPULUS TREMULOIDES QUAKING ASPEN 3 Caliper � � �'' ' " �'�� � � AQUILEGIA CHRYSANTHA YELLQW COLUMBINE , I I—I I I=__— ( I=— SIDE- 6 -1 2 D I A. P I E C E S / CAMPANULA ROTUNDIFOLIA 'OLYMPICA' B L U E HA REBELL -I I I ��� I I I=I I I—) I (—I I I—� I I—I ( I �;. ROOTBALL - - — - — — � — - — - — � — — - — - � �- - -- . _. _ CERASTIUM TOMENTOSUM SNOW-IN- SUMMER ' 4 PINUS MUGO �SLOWMOUND ' P N� OUND MUGO �' g&B YES -��� ��� � I I ,;� I I I=I I I=I I I; �- — � — � - - - - _. _ _ _ _ _ _ _ o FALLOPIA JAPONICA COMPACTA DWARF FLEECEFLOWER � � I I—I I I i _ , O 7 CORNUS STOLONIFERA REDTWIG DOGWOOD 5 gallon � Q GERANIUM VISCOSISSIMUM STICKY GERANIUM � IRIS X PUMILA 'LITTLE SAPPHIRE' DWARF BLUE IRIS � / LIATRIS PUfVCTATA NAl1VE GAYFEA7NER � ,/ �'� LINU�h PE�2ENNE BLUE FLAX , O 8 COI� NUS �TOLONIFERA REDTtNIG �OGONOOD 5 gallon NO PLA � TII� G C� N SLOPE GRE � TER TNA �I J� o 1 / � ,/ ( (U � o �OR� ARIA SORBIFOLI ,4 111�,4L FALSE SPIREA 5 gallon f� � LUPeNUS ARGEtdTEUS SI�VERY �t1PIR1E 4 � i" s,,- �,..f MONARDA FISTULOSA NIEiVTF� AEF�Ll ,4 NATI�!'E LAVENDER �EE- ��LM � �,. PAPAVER AL�ItVUM ALPINE �OPPY � � t � O S � � I � � + R�f�ICA F6LIF�RMI� �IR�SE°�E SPEE� LL C� 2 ��� A� IA S�R IF�LL4 l9 �AL FALSE SPi �EA 5 gall �� N � ,� R��A O��Sif �lAl"IVE R �SE � gall �r� YES P,4PAVE� AL�IRlUM �LPIM1IE P�PPY I , � � � � ,,�' � � RIBES CEREt1PA �QUAdN CURR�4NT � g�lla� Y`ES � � � + 11 ROSA Wt7��Sil 1V �4TIVE F2(?SE 5 gallon YES T���L PL�4NTS: �397 (i� cluding 32 ct. perer� r� sal flc�ts� '` o ''� s '°'� S�Fi1ZACHYRIU TOTAL [�ROUGWT T(�LERANI' PLA� l"S: 3?6 � LITTLE �LUESTENI 5 gail �n 1'ES 9�� (7F PLAiVTS Al�E �4��U �FIT T�LEF2ANT o � � I �ES �EREIJ SQUA �l1R�AN1" � gaBl �rt 'YE� ,,e °� d ,� 's "r ,� S�QP,4RIUl� '�LA�EB r � � 16 S�HIZACHY�IU LIT1'LE Lt1ESTE 5 gallon YES � � ✓ � ,/'� `' O / � / r "'�' J ' SCOPARIUM 'BLAZEp � � � � / � ,,,. � �, / �„ � •' � / � � / �, -�' �• � � � 13 ORYZOPSIS ITYMEN �IDES INDIAN RICE GRASS 1 gallon YES , '' r- f / / � � .� ,,. 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'€ — _"— /r � /�'`� � i > / �` .� , ,. 6 \ 1 �� ' ✓ � �� — — — — —� 8 ;8 ` 08/03 10 REVISED FINAL SUBMITTAL � � � � /� � � 82�4 -- — — — � ` � .� % � — �` � � .V \ •r,, � ' .V •v � •V � .l�\� � , � -�, � / � � t` `__ — — -- � \� /l ��� � / � I/ m '����� � / � � / . I � � I ,% ► � � ' 1 � / � ,,/ . , - - - - �� ,, � � \ � , , � � . 1 � ii ,- ; � . � � / ;- - _ _ ; � _ ____- � - -- ---- -- --�- i � i ° _ � � �. .i. �y � I � - ► -�-�` --�. � `� �'� ,r - - - - � - , , - , .-� _ _ -�-- ) � ---- _._. / N � e , » .._._ 112. 00 ' � � � �,/ , / •, � ,� �,86 5$ 0� , Js2so ___. � � �-- --- ,, I �� --- � �--- � CONSTRUCTION ACCESS � --- / % � ° � . a ° . f �/ i • � \ � / I ,. i e o a :a . a a \ , a .. � o a 4 / � \ _�___ �.--� ❑ � ( o e . a . \ � I �9 a' ° d - ' �a . � . � �� "�► 3 VEGETATED SWALE- � ° ° aa. a � . . ° . . d , / / - _ ' � PERMANENT INFILTRATION / FEATURE � ,� � � / ' 0 4 8 I / 827s � / � � ALLEN RESIDENCE � CAS I�0 RESIDENCE SNOW 'STORAGE AREA #1 ( 10� OF j SNOW ELTED DRIVEWAY + 30% OF P �ANTING PLA�ITING NON —� NOWMELTED DRIVEWAY) i , � i � Scale 1 /8 „ _ � , _ 0 „ North , � SNOW STORAGE ;27s I / AREA #1 ( 5% OF \ s2so , � DRIVEWAY AREA) � � \ � Fairway Drive ( 50 ROW } � � - PLAf� TIf� G , � �� � �. � _ � �. � � � P � AN � � � � � � 2 � __ __ _ _ . ._ __ . . . _ _. _ _ _ _ A __ _ _ __ _. _ _ __ . . _._ _ _ . _ ., �.- _ _ _ _ _--�----.-�-� . __ _ . _ __ __ . , � _ �_ _ � � . ,� � : _ : .�:�,. < ,, - ,� ,. � . . � � . . . . . . . . . . . . . . . . . . . � . . . . . . .. . . . . � . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . � . . .. . . . . . . . . . . M � . . . . . . . . . . � . . . I � . " � . . UNDERSIDE OF STRUCTURAL F G H I J K "' L M N � UNDERSIDE OF STRUCTURAL ' � �' - 6° � 5' - 6° � MEMBERS @ WEST LOT. � o MEMBERS� z UNDERSIDE OF STRUCTURAL A B C D E � — — — — — — — — — — — @ EAST LOT _ - — ———-- = — –� �—MEMBERS @ WEST LOT N � — — — — — — — — — — — — — — ——— - — — — r � �' � W � — — — — — — — — — — — — i — _ _ _ — _ — _ _ — _ _ ' _ _ . O . � i . . . � � � � . � � . . � � . � . . .. . . � . . � . � � M . . _ _ _ _ _ _ _ — — — -- _ — _ _ — _ _ — — — — _ — .— � . . . � . . . � . �. � a � r — — — — ——— —— — — — —— — — — — —_ _ LOWER LEVEL FINISHED � � � — — — — — _ ——— — — __— — � — — — — — — — — — @ EAST�LOT� . , °- I LOWER LEVEL FINISHED = — — ——— U �per Level Total Area ° 5� - � �o �__—F �ooR @ wEST �or `� — — — — — — — US Mail Onlv: P. O. Box 2378 � 2�74 J�' F ,�7RF/� �' � 19' - 10 7/16" 2' - 0" 9' - 6 5l16" d' - 7 1/2" 10' - 2 1 /2" 8' - 4 1 !2" 2' - 4" 3' - 11 " 22' - 0" 12' - 3 1 /2" 7' - 4" 9' - 9 1 /2" 24' - 0" 16' - 6" 12' - 0" PhySIC81 / F2d2X: 210 EdWBfdS � � Village Blvd , Bldg A Suite A103 '� " Edwards , Colorado 81632-2378 ' i � � hansCc�berqlundarchitects.com _ 16' - 11 " 15' - 11 1 /2" o, (970) 926 4301 , Fax: 926 4364 N UNDERSIDE OF STRUCTURAL www . berglundarchitects.cam I - _ � MEMBERS @ EAST LOT � � ~ N UNDERSIDE OF STRUCTURAL � P Q 6� S T l.l V UV X . . . T . . . . . . . . . � . . . T � I �Jp �er Level East Side � r��MB�RS @ EasT �oT_ ° i '� �t'2� o UNDERSIaE OF STRUCTURAL i 5' - 9° _ _ IvIEf� BERS @ WEST LOT� i 1219 SF � _ � m � � . . � N � . � � � � � � � � � i � . . . . � � . � � � � . . � . . � � . . � . � . � . . � . � � ''��. � � �OW LQOR ELEA�T LQ�T � — — — � — — — — — — — — — � i � �— @ — — — — — — — — — — — LOWE9� LEVEL FIM1I9�HE� — �' — — — — — — — —FL0012 �AST LdT — — — — — — o i °, LC)WER LEVEL FINISHED o — — — — — — — — - , — — — __ — — — — — — — �' �—FLOOFt @ EAST LOT T _ �, � �per Lev� l VV��t Sid � — — �. �„ , �. , ., °S � — LOVVEf� LEVEL FIfUISF{ ED Are� a - o � s - o N — — — FLC9l�R @ WE�T LOT� � 5� � F _ ; ,� „ . �� , „ , �, „ � ,� ': 10' - 21 (2"` 5' 16" � 47 - 6 14' - 8 7� _ 6„ 17 - 6 23' - 6" 6 - 6 12 - 7 6' - 6 9 - 0 0 . . . . ' . � . . . . � N N W . . � . . . � . � � . � . . . . 4 . . . . � . � . . . . . . . . � . . . . . � � � . O � . . . � � . . � . . � � . . � . � . � . . . . . . . � � . � . � � � . . � � . . . . . � � . . . . . . � . . . . . . . . . . . . . � � 67 . . � � . � . � . � . . � � � . � . �. � � . . � . . . � . � � . . . . . . . . � � . . . . . � . � � .. 7' - a�� � S � s� - a° I Y Z AA BB CC DD EE FF GG FiH O � � 1O UNDERSIDE OF STRUCTURAL UNDERSIDE OF STRUCTURAL � � � ' r 2� _ d" o . �—MEMBERS @ WEST LOT MEMBERS @ WEST LOT�. _ � � � �, "a' � ° , ■ � � � � � I � � 5' - 0° , WESTSIDE ) EASTSIDE r � ■ � � � � � � r � � , � ALLEN RESIDENCE BY CASTRO RESIDENCE BY MICHAEL ° ° � � BERGLUND ARCHITECTS SANNER ARCHITECTS � L WER L EL FINISHED LOWER LEVEL FINISHED � R ST FLOOR @ WEST LOT� � ■ � � 15' - 6" � 15' - 0" � 19' - 4 1 /2° 2' V d 1 /L,� 5' - 3" 2'� 0 1 /y�� 7' - 7 1 /4" � 18' - 7 1 (2" � 14" - 6 1 /2" � 13' - 4 1 /2" � � � Q � Up er Level Area Plan . . . _ _ - 1 / 'o _ 1 '-0" V-:' v �' — v ° -- � � 5' - 6^ Basements` On the lov�rest level of a structure, the tofal percentage of exterior wall surfaces unexposed and below existing or TC)TAL WALL AREA: 4702. 16 SF � �WEST SID EAST SIDE� ___ finished grade, whichever is more restrictive, shall be the percentage of the horizontal area of the lawes# level deducted from the COVERED WALL ,4REA: 1885.26 SF � � GRFA calculations. The percentage deduction calculations shall be rounded tonearest whole percent. ThelowestlevePs exterior ■ � wall surface area shall be measured from the finished floor elevation of that level to the underside of the structural floor members of 1885.26 SF / 4702 . 16 SF = .4009348 � _ � ALLEN RESIDENCE BY CASTRO RESIDENCE BY (VIICHAEL CO the floor/ceiling assembly abov�. For the purposes of these calculations, retaining walls and site walls shall not be considered o � BERGLUND ARCHITEC�S SANNER ARCHITECTS � �� _ g�� � part of the lowest level's exterior walls . 40% OF THE WALL IS COVERED, THEREFI�RE 60% OF BASEMENT SQUARE � � FOOTAGE COUNTS TOWARDS GRFA. �► � W TC?TAL LOWER LEVEL IS 3$67 SF �C .60= 2320 .2 SF OF GRFA @ LOWER LEVEL � � � � CalcuEated GRFA � � Allowable G �F�4 East �ide West Side Cornbined , .46 SF per 1 SF of sife area < � 0 ,000 SF of sifie area 1Q ,OOOx 0.46 equals 4 ,600 SF Low�r L�vei GRFA Cafcui�ted (see �heet A2.0 : 3861 _5F X .60=_2316.6 SF} 1148.4 >F � 1 ? � .8 SF 23202 SF . _ � � 7' - 7 � /4�� 5' - 3" � 9' - 4 � /2�� 38 SF per 1 SF of site area > 10 ,000 S� < � �,000 SF c�f site area 500Q x Q .38 �quals � ;900 SF � Mair� L�v�l GFtFA _ 1306 SF 1402 SF 2708 SF . 13 SF per 1 SF of site ar�a < � 5,OOQ �F af sit� are� 4- ,646x 0. � 3 eqt�als 604 �F l�pper Leve9 GRFA 1219SF 855 SF 2074 �F '�� I l"��al li�wr�d ross �sie9entia! F9oor �a ( F } f�r entire lot 7,10 �F 'Totai r�ss �sid�ntaal Fioor r�a ( F � 3662, F 3 2�. F 7� 02.2 F Oo � F2erriair�ing Grass E�esid��4ial F9c�s�r Area (GRF,4) 1 .8 SF � , , � . . . � � � � � � . . . N N . � . � � . . � . � . . � E �I �7 �Pi�'C�"""y . �IdP. . . . � . . . . . . . . � . . . . . . Maira L��r� l Tc�taB Ar 27� � � F � f� F� I Lower Level East Side 1908 SF Lawer L�vel Wes� Sid� 1953 SF Main Level East Side 1306 SF Main Level Wes� Side 1402 SF o � � ICI L8V21 EaSt � ICI � Upper Level East Side 1212 SF Upper Level West Side 855 SF , 6' - 6° { � /�I'2a Total East Side 4426 SF Totai West Side 4210 SF � � 1306 SF � � 5' - 6" Garage East Side 560 SF Garage West Side 549 SF , " Main Level West Side L er Level Area Calculations � - Area � 8" = 1 '-0„ 14' - 6112" ' 1402 SF A I � 3� _ �„ � ° REVISION a� g� _ ic; , Revision N --- — N Area � � No . Description Revision Date r _ , � _ `� 84 SF � � _ , �. . . . . . . . . CV . � . � . . . . . . . . . � . . . � . . . . . . � . . . . . . . � � — � REVISED SUILDING PERMIT SET . . . . . . . . � . . . . N W � . — — � . . . � . . � . . . . . � . . . . . . . . � � . . . . . . . . . . . . . . � T East Side Garaqe Area osio5i � a o � 567 SF , 2 o guBS�EE�s �eRE sHOwr� � N V�O�st Side G � raqe �Or�a tV! OVED ENTIRE EA�TEF�N UNIT 19' - 10 1 /4" 19' - 9" 549 J� F 4 � � $„ TO THE EAST o N �4 - �" . � � . . . � . . � � . � N I C� � . . . . � � � . . . . � . . r � � . � � � . � . � � � . . . . . . � . . . . . . . . . m ----- , � . . . . � . . . . . . � . � CV . . � . . . . . . . . . � . , . . . . . . . . . . . . . . � . � . � . . . . � � . . . . . . . . . . . . . . � � � � � . . . . . � 2' - q,� k � F � m f � 17' - 6„ � 22� - o�� � Za� - a�� Lower L�vel Total Are 3�67� F X . 6 = 2320 . 2 F TOTAL GRFP, � Main Level Area Plan 3 1 /$" _ 1 '-0�� ., �� - � va„ 5. - s° � s� - a � �2° WEST SIDE AST IDE CC . .. . . . . ... . .. . . . � � � . . . � . . � . � . � . .. a . . � . . � . . . . � � . � . � � � � . � � . � . . � � . �� . . � � (V _._.__ � � N . . . . � . . � . , � . . . . . . � . . � . . � . . � . � . . . . . EE= Q � �° •_:_ DD BB , AA _� ALLEN RESIDENCE BY CASTRO RESIDENCE BY MICHAEL `° N N N ` �`. :` BERGLUND ARCHITECTS SANNER ARCHITECTS � �' - 6° '� � . _ � ��: -- I � � 0 Z � 6' - 6" � . � . . . . . . . . . . � . . . . � . � � . . � CV . � . � � � � � � � � � � . � � . . � . . . � . . . � . . . . . . r . . . . T . .. . . . . . � . '� FF U 7' - 71/4" 5' - 3" 19' - 41 /2„ � p° � 15' - 6�� : - � � • � � , _ : Y I � � � 14' - 6 1 /2" ,$_l ° ° � ;� East Side Lower Level ; _ N N N GG West Side Lower Level i! , I SITE VERAGE : The ratio af the total _ T Af@a I � buildin area af a site fo the tofal area of – Ar@a �° � ; � a site, e pressed as e percentege. For 1953 SF X . 6 - 1171 . 8 SF GRFA °' �A� 1914 SF X . 6 = � 14$ .4 SF GRFA ; � the pu oses of calculating site 6' - 6° �' covera „building area of a site" shall � ° 6, _ 6„ mean t t portion of a site occupied by � � - � � any bu ding , carport, porte-cochere, �r . . r� . 1 � � . . . . . . � . ..� '. 4 � ' � arcede, nd covered or roofed walkway m ( � constr ed at, below, or above grade `� N �c��;� 15' - 6" � as meas red from the exterior face of � the shea ing of the perimeter walls or `� � „ `° `�� .':� ' suppofin columns. ( ° 12 - o ° � �� 2 14' - 6 1 /2" I . o _ � _ For the urposes of this definition, a � N B { p � � ; � ~ f_ :- ,� '1 �(( � ,�m � . , , balcony r deck pro�ecting from a higher ti � � , �°r � , N elevati ma extend over a lower � � � , _� :.:y� - �. _ o � y � o E , N , � balcony deck or walkway, and in such , _ „ , „ K � �; � ~ M a, 19 10 7l16 9 - 6 5/16 10' - 2 1 /2" � > � � '� ', case the igher balcony or deck shall not N �' - 4" _ { a ° -� � � �� �� =-v ��a� 6, ' 6„ be dee d a roof or covering for the � N r ��` i� � � lower ba cony, deck or walkway. In � F 2' - 4„ M °' " ' � ` � addition o the above, buildin area shall � � I L °� � i � , €� R: � � x � � �' also inclu e any portion of a oof N °�`� �� �< � ,: :,�� . � ; i , .: � r' �, ,=r:� � Slt@ COV2C'a e overhang eaves, or covered stair, T G µ cover tleck, covered porch , covered 3868 SF terrac or covered patio that extends , M N M � , _ „ more th n four feet (4') from the exterior � 2 o face the perimeter building walls or I W 2a' - o" o suppo ' g columns. 22' - o" z � _ , � � � � . � � � . .� . N � . . . . . . � . � � � . . � . � . �. . . . . � . � � � � . . � � . . . . . . � . . . � . � . . � . . . . . . . . . � . . � � . � . . . � . . . I� . . .. � . � . . . . . ' . " � - . . . , . n . . . O . . � n . . . � �� � . . . . � � � . � . � CD � v . . . . . � . . . . . . � . . . � � � . . . . . . . . . . � � . . . . . � . . . . . . . . � � � . � . . � . � � � . . . . � . . ' .� � . . 19 - 10 1 /4 ° 9 - 6 3/4 10 - 2 1 /4 , W _ REVISED BUILDING ROOF OVER EXT. � _ , _ 4,. `O O � _. _ , : _ . .. . PERMI �.._, x T SET ENTRY PORCH �' � d x, � } % , � Issue Date 0$/�3/ � � i�� -. , , ., W ITH W 4' OF i��l/�.��� � 2' - 4° � T � , ` , . � HOUSE � , N °' � ; . , x � � : �� Drawn bY AG � . a � . , , � � Y , Area af Roof Be ond 4 � � � � Checked by �-{ B 25 SF :- I Total Lot Area 19,646 SF a � �, { Allowable site coverage is 20%0 of lot 3 ,929 SF �j2s� Scale AS IIlC11C8t@Cl R M Proposed Site Coverage for Lot 1 3 ,868 SF , 24 - o ' Roof beyond 4 25 SF L�G -. _ 22' - 0" � �WEST SIDE EAST SIDE� _. ,� ( Total Site Coverage for Lot 1 3,893 SF t% I � Remaining Site Coverage 36 SF ALLEN RESIDENCE BY CASTRO RESIDENCE BY MICHAEL � �� � � � I �+ C � BERGLUND ARCHITECTS SANNER ARCHITECTS V�7 � � 5 Site Covera e 2 Lower Level Area Plan ° �� 1 /8" = 1 '-0„ 1 /8" = 1 '-0,� � .. � . . . � . � � . . . . � . . . � . . . . . . . . . . . . . . . . . . . . . � . . �. � . . . . . . . � . . . . . � � � � �. N . A2 . 0 � 0 0 . . . . � . . . . � . . . . . . . . � . . . � . . . . . � . . . . . . . . . . . . . . . . . . . . . N .. . . . . . � . � . . . . . . . . . . . . . . . . . � � . . . � � . . . . . . . . . � �.. � � . . . � � . � . . . . . � . . . . . � . . � � . . . . . . . . � . . . . . . . .. � . . . � . - � . . � � � . .. . . . . . . . . . . . . . C9 . . � . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . ` . . . � � � . . . . . � � . . . . . . . . � . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . - � . � . . � . � � . . . � � � � � . . � . . . . � . . . . . . . � � � �. � . ... . . . . . � . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . � �. �. � � . � . . �. � � . . . � � � � � � . � . , � � . � � �. ( � � . � . . � � . . � . . . . . � . . . . . . : . : . . . . . � . . . . � . . . . . � �. . � � . . . . � . . . . . . . . . . . � � . . . . � � . . . � . : . � . � . . . . � . . . . . . . . . . � . � �. . . . . � � . . . . . . . . . . . � � � . � . . . � � � ._ . �.. . . � . . ._. . ... , . . . . _ ....... ._. .._.. ..... ... . _._ . _... .... __ _._ .. ..... .__ _..... . .... ...._ . .. ... . ... ..._ _.. .._. ..... . ..... ._. .. ._... .._. .... __ .._. ... . .._. . ..._ .. ..... .__ .... .... ._. _ .. .. .._. .. _,.. .... ...... .. .... _... .... .. ... .... . . ... _._. . ....... .._. ._._ ..__ .. .. . .._. . _.. .._. . .. . . . .. .. . . .. . .. .. � II GENERAL NOTES : � � � : 1 . ) SEE ROOF P�AN FOR UNDERGROUND PIPING TO DAYLIGHT FOR DOWNSPOUTS ` � � � 2 . ) SEE L-1 LANDSGAPE PLAN FOR GENERAL LANDSCAPE, GRADING , AND EROSION CONTROL NOTES 3 . ) EXTERIOR LIGHTING 1 LIGHT PER 1 ,000 SF OF LOT AREA, THEREFORE 19 LIGHTS ARE ALLOWED . 19 EXTERIOR LIGHTS 18" ABOVE GRADE ARE PROPOSED, 7 US Mail Onlv: P . O . Box 2378 AT THE EAST UNIT AND 12 AT THE WEST UNIT. SEE ELEVATIONS AND Physical / Fedex: 210 Edwards PLANS FOR TYPE , LOCATION AND NUMBER O� FIXTURES . Village Blvd , Bldg A Suite A103 Edwards, Colorado 81632-2378 4 . ) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN}: (970} 926 4301 , Fax: 926 4364 . - hans(a)berglundarchifects.com MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF. � . berglundarchitects.com DOES NOT INCLUDE 3 1 /2" INSULATION PANEL (7R APPROX. 1 1 /2" _ _ _ . _ _ _ . _ _ _ _ _ _ _ _ _ _ . - - _ - _ - . - - - . - - - - - - - - - . _. . _ , , _ . - -STANDINGSEAMROOFINGORAPPROX1 " OFSYNTHETICSHINGLE _ - - - - - _ _ / , - �' - - - - - - - - - - - _ _ - - - - - - - - ROOFING . _ - _-_ X ___�____ _ - . , _ _ _ . - - - - . � . - � _ - x _____-- x ._. - - - � f �� Golf Gart !'a4h - - � - -. .. - �- �. .._ - "" ._ - _ . - - - *9 - ROOF RIDGE HEIGHT @ SHEATHING f�-- x ~y'��-- X 829 '-1 7 3/$" - _ _.._ -- i ' � � � " - - - � /' ` - - - - � _ ' _ _... - - -' - � FINISHEL� GRADE BELOW RIDGE = 8260'-10" � � . - _,_. - , '� - - - - - - - - . � , - - - - � � " - - - - - - - - - - - - - - - - - � - - _. _ . _ ` ' . ,' _ . _. . �tC10F HEIGHT = 30°�9 3l�.a ( ,. . _ � '' l, . -'' � - - - - _ / � �-.: . .,_ . .,.. =-' ' x '� � � . .l- - _ _ _ - - - f � i,� `_ _ - - - - - ! - -- � _` - . - _ - ' � ' � . _- -- � `� � ' *2- �OOFEAVEHEIG � SHEAI"HIE1G = $294'-� d5/$" , _- - - i - - �% � � ,:� r i` -- - - . .. . � ` � - - - ''' .�- - - �---� '`EXISTI �IG CFZADE BELOW RIC}GE = 8262'-0° �. -- �" , - - �00� FiEICHI' = 32 m10 51� i f ' ! . _ _ . . / , / ! / J!n�i;y . "- . ! 1� � � � . / '"` _, . � � X v 89 . . / ' - �. � . . _- �'' . . '` . . . . � . ' J. . -!, . . _ "_" / ,� � , � i �--. �� _ _ �.. � ' ' � � X . . . . . i .� - - ' � - - - --,; -� ,� " �- � " - - - - .._ . _ J . ..__.1-`" _..- - � ,--� " *3- ROOF RI �GE HEIGHT @ SF� EATHIRIG = $301 °-11 5(8„ , . ,- - _ _ _ - - /" '''l -- - - � i . �- _ _ - - -- �-� " EXISTIfV � �RADE BELOV�/ R9DGE = 8269'-6" =� .- ' - �- - ,.- - , �- - ,, �' ! � - �� - _ _ ` , `" J- - - -- - r' J ,: ' � `r ' , ,.� ` � , � -' � -'"� X / X ���F HEI�I�1' = 32°�5 5/�°° � � - -_ %- , l ,, � . �- �:-- ._-- - �' � '� --'y i ,,. '' � .�- .-' 4�x *4- F�C�()� I�IC�GE 6� EIGFII" @ �HEATFiI �IG = 8299°-6 112'" � . . --- - �:. .' �, r !', , r. _ . ,l , ' ' " E IC� G G - � , � �l �% -� ,-- . �-- - ' ,/ ` , :�.`� _ _, _- ` � Xl�l° �E BELOV�! �I �GE �269' 3" � . _- w- '� ` f ...... - F I T - 30e�3 3/4°° , . . '.- '„ r , . / '. . �. /' . ,.. -''' . �', � . . . . . . � � , . f . . � . � � . � .'' . . . � � =` . . . . r/ � . / � � . . � � . . '/ '` . . . . . f_�_.- J' . . . . ... . . . � ` 9- ROOF RIDGE HEIGHT @ SHEATHING = 8310 0 , i ' .--- �. � -'" � , „ �� ` t�� -� •r � �F / �=' FINISHED GRADE BELOW RIDGE = 8269'-9" � 1 � ,. � �- ;= � � � - .� " -/ " ROOF HEI�FIT = 30'�" � __r �, � . _. _. __ � _ _._ , < . ,� � � ! ... -- �:�� . 'J / . . . �� ^ . . � �..- '�� /J . . . . . .� ^"��� . . . . . . � _._..� . . l / . l� . . . ... � . . . . . . _� �.......�---`- � . i � /��, m� . � . �. � . . . � � . � � � . _. __ ... _. _._ -'' � � y��� /' l r' i 6 RO � � . � , ,: . f. .�;;il ' Y � * OF RIDGE HEIGHT @ SHEATHING - 8300' 6" C� � ' -` / '� EXISTING GRADE BELOW RIDGE � = 8268'-6" � ,.: ,,� � ' �, . � , ' � � .. - '' � � --.� ROOFHEIGHT � = 32'-0" � � � � ; , /� j! ' � ' �---'' � �'�4 y'; �-��� \ � � � � � ; � ' ' ; ' r' / `� � ( 5.} SNOW STORAGE CALCULATIONS � � � � { � �`� ��� � �.- .�' " if / • . •- � � ` � ■ � �,, % � ' � `� �f ;! � � i' � \ ' l o � �'` � IF DRIVE WAY IS HEATED 10% OF THE TOTAL DRIVEWAY ARE MUST BE � f' I �! � '� � ' / ' / -"�, ,%'� t / � SNOW STORAGE �- � \ � �7 � ,- ,, / f � � " ` � �' • • � � IF DRNEWAY IS UNHEATED 30% OF THE TOTAL DRIVEWAY AREA MUST W �" ' i / 1' � � -'' J � BE SNOW STORAGE � ■ � � . j' i�r�;=' � .' ,�' .- ! Golf Course.. -. ; � � � / / e � � �' i' / �- -- -- � ' . ,- / � � � , __ � - a2ss � \ L , f � � ..-.\ _ .. ,- . � r / � l � . _ .-- --.. _ -- . ;� �. ,� � _-- �' � � , �. \ � � , � '�� � \ i � �.�` ,�_. __...._ - / ,�� _.. ..._ .._ / � _ V n .r ` � ✓ , / • " � i .,:. � � ��,�,r' � WE T IDE DRIVEWAY� � � , ,�, _._ � / + ` � � .�- ...... .._- :::�a , ./ '/ s�, /_ � � _ „� , .- --- --�"" �l �_ � \ ; � THEREFORE 68.9 SF I� R1EEDED FOR SNOW STORfOGE _. � � _ ... _ _ . � � � __ - '' f! i,: � �'�� � �`" �� � .� � � "� .. ___._ � �'' ` � � \, � r \ � � ,^� ;:' ,� � / � � `�, / -- � ,�'� °,�°'°� �`'e � � 1 C ,'' � � SNOW STORAGE #1 AREA= 47 SF � � � a�� . '� wJ s � ,. '` °° -� •-' , � ` � SIVOW STORAGE #2 AREA= 34 SF � � - -� ` l .��____ -� -�-- ,/- �- -- , � - , t� � i-�� ' ' � � %��� \ --�- � J . E , � f,� ' ,;/� � �. ! � � .,�� � l �//-! , �� � P O PRD � r� INE � � � � � � -� ` TOTAL SNOW STORAGE AREA PR�VIDED= 8 � SF, WHICH EXCEEDS � ■ � : , �_-� , ---, ,� rJ/ \ \ � �,: � � �, •' �° • � �`� � 1 � %'!�� A .�- / ,.�- _... s2 � THE REQUIREMENT OF 68.9 SF. C --- � � . . � � . . � . � . . . � . . . :/ . . . . /' . �' r I � ;S� '°�ov . � . -''� I � , �T.O. WALL 8266' - 10" . � ' � � � � . � . . . . . . � . . . . .. . . . . . .. � . . . �° . . . � � � . _. _- � ,- ,- � � /- --- - � r, y+ j � � ' / �� � � � r --��, :'� � � 1 � � r � ; „� -' \ .5 ,4_ S/--�P� °� , � \ \ EAST SIDE DRI�IEWAY: � � / ..__ � _l _T f' '` �'' � f'�°" � ` �_ � . / �_ // � � k,. �<�p.f ,,.. _. _ ,.�'`�- -- _.. -B.O. WALI. @ 8262'-0° / , • __ �. f ' � -�. � I � (� �,F' ( V� .�- � � � - .- � �'%�� .-� - _. �- _._ - - -- _.. _ �- , ,,� f � • / TFE �FOI�E 58 F IS NE���C� R S�4Qi�/ STO -F '""'.. r� �r �. _._ _..._._ - / � Go' � ` .- � �, - • ;' .-- .__ _ ___.._� ._. . -' � .8' PIRIE � , I , `� \ TOTAL HEATED DRIVEWAY ARE�4- 587 �F \ � - ,, = ,.. \ 1 � , � ° , -,..- ��si- i �� �as� sa � � � . ,� , ` ` �� E ER .7 S FQ .:, ... ' � _ _.__ -_ ,•:, ..�. -�- ,. . ( J � �. ., „�. _ ..._. - -� ;. � �' _ _ _.. . � / / F- � „- � . � ` ,i .-�' .�' f `'`��____- r f .� '� � -- _ ,'` �_. � � ,W � . `\1.� r � � ` � , ` � • r ._. _ -- '` TFIEREFOR SF 15 E W �T E _.___ _ -- - / . : \ . TO�"AL tJfV HE�TEl7 DRiVEWAY P,REA 15 146 iF ,:,�, ;. " ---- �-- --- -- $262 � � �{ _ � ! ,/ 4 ��;,. . � ,� f. ,'` ` ,:. -- z � ALLEfV,. 1:..�- ���TF��..- . .__ .._ , _ : E 43 h1E DED FOR SNO (�F�AG . . � . . .. '� � /J : � . . /.� 'ti.� /� \ . . . . _ / ' / _ : --` . % : '.-� ' ; p :! F�eE� I � �41 � E ��� IC} � I�I � E � � TOTAL AREA NEE� FC�l� SNC7W STORA,GEI > 101 .7 SF. ,- �;;/ �-- / .� ( \ a -, -- : .-- _ , , - . . . . . . . . ..I' V : . � �..�� � � � / . v . . . . . . .:� ���� � � � � � . \ . . . . . . � � . � . . . . . .... s'`.� . . . . . �J . . ^�� ../' .i� � '� +f / . � ! � . . . �� ' � ... . . . . . . � . ppp `�' . . � . . . . ....�! :" ' �. � � , � _ . . .. � • , � � � � � � f � _ .. � -�. l .�= � � �- ,.; � W -' �.- `'� _ --...n' � ;;�'- 5` A�F�EN T4J B dVEC? _. .� � �. :. � .., =, ,. = F� I��i EXGEE�� ... _ _ , � . ` , ,.� ,.- , ,, � , OVI �EC� ;; ---- _ TC7l-AL SRBO S�"OF�AG� ARcfa P6'� 1 7 F tN Y � ::' ,-- �f . _ _ _.. _._ ..._. _.- ., � ;- . , .� _... Ft fVT O 101 . . _ .� ./, `❑�„ �y J ''� � .-- ,; � � � � r T b SHEATHItUG @ RIDGE 8292" 4 9 /4"- .. ~� `. `\ , TNE �QU16�'EME F 7 �F � _._.- / � _. ._ _. _,.. __ . . ___ _ .. . . . . ., _ ` _ . _ ._ ...__-- . (� ([�S� _ _ � 68°�$ '/ l - _ . . . . . . . .. . �--�.... .�. ..-�..... � ` i� ��� Y\I '� //'� f� � /�~ i,i..�../' � . .�..... . .....�.�. ..........��..............«....�..... . .. � . .. � . . . . � . . '- � �� .! / , -��62 ' ` _�`; - T�I �vG @ E 6 . } TOT,4L IVU �/iBER QF TREE� BEIRlG F��fViOVEC3 IS 9 � _. __---- - , ,, . ' � �- � q��c �` ,' � cn -- _.. _ � ~~ ......._ _.._ _..__ _,. ___ . _,: .y .. . __. ,._. . ,:_- . ., _. ,,. . � .. __. , 288� 7 TF2�ES BEING REMOV�D ALSO �FiC3VVR1 OfV LA� DSGAPE f'LAN �,, . �- "._..-.- . . .�" r. . ..._,..., _ .. .. �� T.O. SHEA AVE $ 3!4" - � ' ` �_ ^�c. / , h5� , � �. -T.d. SHEATHlNG RIDGE 82 3 114�� _, ,.,. _...,..,._.. _:�::,_.. __�: __ , ,....__._. .: . . . . .. ...... ,�..._.. 1 �' �-- s26a � � _ __ - __ . _ _ .... . ..�._ ;�v.�t _... _ , . ,, r-- � o C�? . __,.. .._,,._ __ .. ..., . e . .._„LC)l" 1 EA i�f_ _.._ . ,,.. ., .. .. , -- 6 �s�ENS �,T wEST s� aE . ^= ,..% / / ., � �, _ _. _, ., ---- � �° ' / r ! E-�`5��� ✓ '/ � � � � � ,� _ _ . � ,. ._._, - �' . 64 U �o° Z \ 2 PINES AT WEST SIDE _._ .., , . - ' ,�, .� f-���.��t`� .r ,,- a _ F4 _.. �.._ ;���,�., CASTR4 F�ESIDEfVCE;;;:;;: _:;; _ : .; .::;::.:: .., TitiTy. .� \ ,. � v , ._._ �.,........ .._.:....... ......_ __,_ _..._ .__..._.___,. ... ._.... _ . ... ._ .. , � 9 ASPEN AT EAST SIDE . ,- �. / / �0 , � � I � ,�� T.O: WALL @ 8268 4 ..__ -- ........ ....._..�'._,.._...,_,__.. __ __. __.,..._....____ ... .,,_. ,. �_. ___ _ , � � � � � _.�,,>n /�' � / � T.O. WALL 8263 - 0 LOWER LEVEL FFE: 8263' 9"__.._ z. � � ,_ ,�..� v .. r. . . _ C ., : _ _ _ _ _ _ �_- -'` �_ � � / � r / f� . - �,-� _. ......... .. . _,MAW LEVEL FFE: 8277' 0"._.__..__.,_.,.. , .._. . .. . . _... ...... _._„__ �` ' '� / � s� _ . � � ��` B.O. WALL 8263' - 0° �. .,____._ _ _. . �.. .._.:::: ^ �-! �T. % / 58 �/ � , . _.,......_. _ _._.. GARAGE FFE: 8277' 0 ' _ .. •-_.� � \ � a'_ „ � + �-���,;.� _. . y _ -_.' / / � B.O. WALL 8260' - 9 1 /4" -� . _. �z � � _ s/ / � /- ' @ � 6 __,_._.. oi�a _ ___..__.. . 287' 0"_..__ � , '�' / `� .. _ � __.... _ --- .� / , ' 60 '` / . , _. _,r:..... ..� __ _ .�_______, _UPPE LEVEL FFE � 8 _. ... .. ... .. �.. ...:..__. � R , � � � '! HOT TUB BELOW „� / ` � ,� _.. -- � �- ��� , - - - -T.O. SHEATH WG @ EAVE 8296' - 3 3/8"�T O 300' - " * 6 � �. . - . ^ s �' T.O. SHEATHING VE 8285' - 7 1 /8" �: _ _.-- �. / a� � - _. __. _._.._.__.... .._._:_____. . . SHEATHING @ RIDGE 8 \ � ' �..,s2 � ._ ----- i'� _ __ _ ._ _ _._._ . . _..... ..._. .. __.__ ........_..____ ____._._ __ _. -. ; �; : : ', r __. ._ -.- �.� , ,. . . , _.._ ----- / . �� / ; _ > , . _. _, _ :- , ;`' _ ____.___._ _. - -� , .._ , .�- f _. _ .- , , , ' .._. -�.��-- ,_..- s € ` �...:.. _._. :.: I\�` = i : _ _.___ .:a..;. ._- - � : : . ; .. � �� � " "` �.- --� , . .. � . . _..._ �_ / :� , ; ; �' � _ _ � _ _ �.LO VE 8�00 - 9 4 �T.O. SHEATHING @ EAVE 8297 - 10 7/8 . �' � \ � �� _- ,- . : - -'- ; -- P � i „ o / � .,--_ _ �}, - ; I �" . : : � i : i L AT ___.. __._ _. _. N � � r , , . ; , ar � . ER LE 10 � . ,�r _ r , ,• w ��� �' > ,.>,. ,... ; : : "s r` __............... . . . � w ; ./� _ . 0 ,(. _ _.... ___ a .�- � .. , ; : : : : , ; , , . \ -- r � � >..:: ' � .��' . . . . o \ ' r. . � . � O � . . � . . . , . : � . . . . . . . . . . . . . . : . : � . . � , . . . i i ' ' . . / i a t _--- � _.- . � . . -- , y__ C , . . _ : . . ; I : :: � ;. �.. - � e � , J-�' . � : : : .:. : : : : : : : ,. . . . ... . : �� _. ; ;�;:::. __, ., rn � � Lot 2 : s2sa 't, (� .. . , � . . . . � : � . :: „ . � , � _ /' _� , oo e'm � :- �� . _..;. , , ; ,. ,. ., .__ ,_. , � - REVISION .� F as � , ,C� , : , : , ; 1 cn 0 . • E , ,: � , \ : :. . � � . ,� . . � _..,. , : t � \ ._- 2 � .r 1 ; f m .- ���ty �..� , , : : : - , , I : N ;:.�. .1 .,t - - � , PLA �'' -- v i �, - �� ( : , . ;,, a - � • R ` � _. _. .,.: _ _ _. ._-_ - . = , I : L : . � ; LOT 1 WEST : : . : : ' � . : . ::>: �" ... .,.: . . ;: � -� , ���'""�� . . :.: _._� �- .: .._ ' : f : . . : : i '. ; : ; , ,. ,. . ,_..;; T.O. SHEATHING EAVE 8299' - 4 7/8 . - � � . ; �/ � .� � � Revision _ a ` � "c' � .._ ; ; , : � � g� _.. . :. - ,- �- I . � „ � _ @ , , ;- .... . . ,... , r . . .: I ..:: .,: � .5 ASPENS� � --� �� -� ALLEN RESIDENCE : : ' : , � ,, ,, ,, " � � No . Descri tion ���; , : { :� ; ., '`� - .--�- � �'� T.O. SHEATHING a� RIDGE 8299' - 6 1 /2 .;. � . � t .:_�.. > , ..; , \ p Revision Date ,� __- � �.--- _.=- � � � � ,t� ' ,, . , 1 ___ <.: ,_. �: ... ;'> \ . ,, . � ; ,.... , ,. � � � � �� o _ � , o ,�\ I /i, �� � ..�..� �' �' : .. . : . i ;.. i i ' ' 1 i : � � . .Y.� . I t �. � . � . ,_ _.: _ ._---_.._.: '_'� . � � . . .. i � � :":i '-� ..; � . � . . : . . , . , r � - �i : : i i. : i i . : . � ' . , ! �. -... :.. :,.. ,._ .. . _ ... . i' :..,. .y�... ,..,� .. . - _ , �. :. ,, .. -...:_.: .a >.: �.. �'....:...7 � .,. .�. .� . . / . . . . . � . � . _ _ .._. _.._ 0 / __- -__ �-�- .; _ ;: , ; LOWER LEVEL FFE . 8261 0 3/4 , ,� ' : : : : : .► � _ �` S . -" ;;. ;.: �- ; , .._. ;._ w _::... .... . .:..:. :... :.... ...: ... .O. SHEATHING @ EAVE 8294 - 7 3/4 __ _ ;. URE TO � .� ,-� _.._ _- .� ; , ,, ; : . : ,... _ _. TRUGT � � \ .._. _ __ _ - - - - �° LIN O PA 10 BELOW ,, :..: ; : . MAIN LEVEL FFE: 8273 2 1 /4 . , . . . : . . . <.. :. , .,, . ..:. . .. ... . . . .. . .. . : � _ _,.. ,.: � J...� BIE RE�MOV DTING / I \ 1 �_.._ _ .. ._ • � /" -- ' / i- , . . , � : ( � _._ --" t � . . :. _ � � „ GARAGE FFE: 27T �� i €' : : , , , ..: . ,.;. . , ;�.;, . .�:: . ' .::. ::.. . ,.. . .. ( � I � � �� ..� � l _..� ,.. ,. ..: _. .. / , „ T.O. SHEATHING E 8289' - (4 `.; , ;::. . . : ; 8 0 . , . .. . T.O. SHEATHING EAVE 8294' - 7 3/4 . .,: _ . : , .... , ,... °, : . .. _ . . : _ . . . , � ,r ' :!. , ��-,,- -� �� \ / -� /�- '' @.:>: ;. - : - ; •: : - UPPER LEVEL FFE: 8288' 2 7/8" : . : : : : : : : @: ; : : : : . . . -� , T.O. SHEATHING RIDGE 8301 - O ,. ..;� ...:.T.O. SHEATHING RIDGE 8301 - 0 ` �\ � � e , .. , BUILDING PERMIT SET . . , < ; / ` ,�-- . , . . .. ,- , , . , ;�. : . : : : : : : : : : : : : � t � � . . . . .i ... . . . ...� l. ... . .:. �.. . � �:: : / �.. . . . . . . . . . . . . . . . . . . : : : ` ^ 1 .. 4' w . � /� . . . . . . .. .. � ' .... . - . . . .. . . . . . . . . . . . . . . . . . . . . ' . 1 ' ) . � . � �.. szes 8 05/10 .�- . ._ . , .: . , , _ . : . � .: , ; � :; �\ � �REVIS : . : ... �� � / � �' �- �/ . : � ,... .. ; , „ . � . . . .� / ....... . .:... . '... : ._.: : � ' : � ' . : . : .r� a\.. ,. . ...i \ . ...1.. P _.�� v .:... \ °\.: ... . 1 .:. \ \ . , /� , _ ,: , ;T.d. SHEATHWG @ EAVE 8294 - 10 5!8 * � _ /�„___ - - -._ � � _ � , _:. -. , � ,.. . �w_, : : __.. _. + : . - /°" �- __ - -!,- _ - :_ : _ _ : : : ; : ;.• : , ; 2 � .. .. . .. . .. . . . _ � ," \ � , . _ __. \ � _ - : . _ 1 : ' s : - - - - - - - - - - � -: � �a .. .: . . ,. ... . .„ . . . .: . ._ _.. _ ARE i,_ ,- ._ _ _ � ._ _- -- ' ' � ' ' ' � T.O. SHEATHING EAVE 8297' 8 1 /8" B. . WALL�$ 6 "` `\` � : _ , s , /� _ _ � '� _.�. , �� : : , ? . _ _.... . _.. _. _.. _. , ' 6�70 : .. � __ _-- �� / \ 5$ ---:, LOWER LEVEL PATIO 8260 - 11 1 !4 ' -� � ' � BUBBLED � @ ., : .. � � - CHANGES SHOWN _.._ --- ��;.h @ . . _ �- . _. , _.. .. . . - _. _.- i i - ,,,, _ ,- _.._ _ .._ _. _....,. , . . _._.. sa . .. : . . . , f .. ;: � , . t ;"� � � , , ; . ,.. � , _ _... ... �.. __ ,-- ,.__ _ . .- _ _ -- __ _. r � .. �. , _ _ .. .. . . ... ... -� , , ,. A PEN ; : � _ f ` .� ( .. _ .t, . . ,� _ ; : ' '' ` . _Z9 ' .4 S S,� � - - - ' 0 , � ___ .� � , :: '. < . . ��.__._ �.nr, � .i' - � . � _--- "-- ��----- - _._._� .- � . . . ... . . .�-- . i . i . : : � . . . , , . : . . . . .., - : . .._ .... . i ...... '<C.: . ... ...__;..... .. ...... . . � n . . � . . . ..... ,:�.. / /�� __ . . - : : . , _.. : : � T.d. ALL 8270 - 6 l���t � _ ...._ .-._- ,,, -- .�-� ,_-- szss � � , , � �, � - @ � MOVED ENTiRE EASTERN URIIT ____ / / , � T.d. SHEATHING RIDGE 8291 ' - 7 3 " : . : ' ; s � r ' : ?, -� ; -�.0. SHEATHING @ RIDGE 8301 - 11 5/8 .. � .....,...:..�...... ..... . .. i „ _ __.. .- _ .. � � �'� . � ;.. Ca? : . . .� �: : : : ; ; �- . . _....._ '...._._ _.... . , , .. .. �. ,.. _ � �� / 8 TQ THE EAST ._. . .- / .- / . � � , .< , _ ,. . B.O. WA 8271 - 0 / � _ _ . ., . 1 . : . @ . __-,.,,�. _._ _._ � , ,� y .�--- � .. � . . _. _. . _ . _ ...... .. .- , . , _: . . . _ . ,- , . . . . . . . _ .: :; - _.. . \ .. .: .� . . _ ... _ .. , - .. .... ... ; ,.- .., _. : - .� - � , _ �-- � I : : .. ... _ _ ��---� /! ._ : . , _.. I _.. _ _ ._: . : : ,-:. ,: �._ _ . _... i , .. . . : rv � � / _ _ , .. __ : ' : : : . . : . : . . . . f : . = . : NG..C-a7 .RID ,._ ._ � . �:.' � / REt� OVED BOULDERS A WEST Si �E � __._ �,,. .. ...� . _ ... , : __ .: .._ - ,_ __ ; .� `. " .. - T O SHEATHI GE 8297 0 � * „� � 8279' - 7" \ ''�� _ .__ ; �;_ �:- , �, , . . : T.O. WALL @ � e - -- '_ �--- � , _ : ,. . ., � ' : " / �, , _. ...... _.._ .,, a ., .. , .... , . .... ..F' . ... . . ............. .. ........ � -- _ .- _ azso �- < ; : ;,, ,� . ._ . : ::. : . : : : . : : : : : �. 5 PIRIE TO BE REfV1C?VED ._ , _ t , .� : .. �' ,_ _:_ -: :. : ... , ;.: ' .� t STONE STAIRS FROM �..___ GAS METER -- I . . . `� , . .._._4- �/ __. - � ... . ..... . . . . . .. � � � . � � � � � � � . . . _:` _.�. _.. . . . : : : : � : : � : : . _ .... .... ' : : . : : . : : : : : : : � ............... .... . . �..� \ � \ . . ..�.., ti . . . ... ' . . . . _. ` :... ` �::.:.: � .. .,. : : : ` : ' . : � : � ; : . .. . . . . ;- __ .., _ �:,:, ,. . _ „ � EASEMENT __ _ - � . . _ _ , . . .O. SHEAT ING EAVE 8297 2 .. � °,� _ ,_. LC�CATIO�f ... ' ° _._ _ . �. , ,,: . - _ _. ..... .. . _ , , - � � _ . _. , ,, . . . .,� �� i _... .. _ ; `, . � _ w �,.�.. . , . ` � ; : - _. I , . . _ . . : _- - .,. ._ � � � -�..._. _ `� - - �. � - _ _.- - ,. , ... 1, y n . '„"-... . : . . . . . . . . . .!' . . . ! . . . . : . . .. ; . .. :`..: �4,.. � � . .... .�..... . . � . - rv: ��. � ^ � ' . : : : : : : : : . . : . . . . . . . . : . . S . .. . . ?. .. .. . . .::(.. . ... a 1 � � . . � . � � v`` � . � \ u:_ �-. !� � _ _ .,:_ .. . . . _.._.. . . . . , . , _ , . • ....................... ...... �..... ... .... ' 8272 ` � � . �,, ��,•- � � � ; �s . . .,. " .° k r: - . J EA�T SIDE � ADJUSTED LI �/IITS OF ,- , ...: �... �: :-�- . . _ . �_ e __. . f . . :: , � ,� � , � '�. � _ : . . : � - : : : � .;� � _. . :_: . , _; : . ... , �-:-: B . . WALL 272 - � ` �.. _ _ � : : : : : . �a : : - , . ; T.d. STQNE 8276 4 @ g GAS fViETER �1 T R� _ S U ANCE . . � . ' . . . . � �. 1 1� 4. .. . . . . . . . . ou\�tY. . . I �� � : ' . . . .. .. V . � . . ` . . . �' �. . . . . . . . . . . . (��_ .i .. ..� . . l � ' ` � / . . . . . . � . . . . ...... . .... .. . : ' 1... . � . . . . . 1 : n � _. � B .O. WALL 826d -8 __ _._._ T.O. SHEATHI �IC� @ EAVE 8295 - 8 � : -; ��. .. :. : ,...' . , ._ . , : , : : . � . ;. . - i' - - ...._- @ _.._ ,_,,, ' : : . - : : . . : ........ .............. ....... .:...... ..... . .,, .. � . -: __.._ r .,-- � .- - -� . . ,._: , _... > _ .__.. _-- � � , ,. , �.: : , .: , < �.,. ... . ,. . ; `o ., � L \ � o �-�, " �� � T.O. SHEATHING EAVE 8289 - 5 3(4 ..��... n F` ... .�:. . : � ' �� _.._.- __� 2 � _. . .- � ,.� . . . . ___ _ i � ' , - -.. . ::�. . : ;7.d. SNEATHING VE 8294' - 7 318�� @ s2 ," �. _._ � � _ @ ' � ;T.O. SHEATHING EAVE�8294 - 7 3/8 ' O�� � �-' o ,� � _ __- _._. ,.. __ -- _ _ �_ _. . : _; : _� , : _: , ... a... ....... -. � ._ ; � , , _ � � o. � � .. .., OCATI _ -m*�-4 �� y ,,. � _"_ � l�n: . r.� . . .. . ,.-- ♦ .., 6� ,r . . ....... . _ ...__.. ; ; .:: . �: - ' � ��� . \ / . .- E . .� �- _ ��.. _.___ PLANTER - ;_ .. ; -:.. F �; . WALL 2 4 - � 8262-_ - _ ; ..; : �� � .............................. � " � '_., . .._ : ;..: . `- .O @ 8 7 d � __ �.,, _ , @� 1 .0 IN , � � �-- - � . s .�..:,� < .� 4 ,:` ..., ..... ....:..... .....T.O. S ATHING EAVE 8297' - 5 1 /8 �-. :. ` � . � _�_ _. - �: 66 �. ~ i :._, --' ,: . @ rERRacE � �- . J � . . - . �_ �.- �] ..,.�.� t _ . . . . . . . � . ___ . . . . . � . � � :. _ . • ♦ � � � � � . � . . . . . . . . . . ........ . . � . :� .. ' _. ' � _ . . . � . - ' � i . Il�l('m�ll�l ���. ; , � � ,-- �c .. , ::... ._ , a � - � . ��--, _ . . .:._ .. : ' .': .. :.' .. . ; - \ ' ,_:. _:. , �. R � �-- . __._ - - � . . .. � .. , . : ;. _ r.. .. , < . . . . � _ �� r ; ; ; : . .. � ` . . _. . . . . .. . .: ; .:. , ,. :. :_ : , . , : ...: <. . . : . . ::. . . : : . . : . . � .,. ` � ,.. __ _. .._ __ ... ._.._. Q _ __ . - _ T.O. SHEATHWG EAVE 8296 10 ._ . , . .: :_.. :. ; _, � . . ,_ . -.:. . .. _ .: .. �_...: «... ...: , , �._. , , _. : . ,_. fi � ,_ ` _._ ._._ _-- µ'��� - .-. �,� �� _._ ____. _ _ ___. _. . Nr _. _. . ; . �_: . . ., ,. �.:�:.: . . . . .:.. : . .....: .. . : : � : .�.. � . . � - _._ ..._.s2sa_ �. r- s . -. . ;:. ..:..; � ;_ ;. SNOW STORAGE #2• : - _. , .,: <.; ,:. , 4 � : \ ��,. ` FT , , , . ; . : T.O. SHEA fNG EAVE 8296 - 10 -.:.. :.. . . .. : , ..... _ t.. . _ � � �� .- � � - --� B , , � _ � - -�_._ q -.�- .-' . : _ ; � -:r; : . : � �: < ..: :� , . : � . ;. , _... .. ._.- : .- . - � : � _ _.�- . 20 \ � -.. _ __.. _.--�' _.. _ ._ C .� i.;. .-" ;> ,. ,...; : ; :::: . :- . . : : , > < .. ; ,: _ . . . ,......... .. :: ; ..-T.O. SHEATHWG @ RIDGE 8299 9 : B . . WALL @ 8276 0 � � . .. p2� ` {� . __. IS 34 SF $2 ___. � � :_-� _ _ - _ -�: , ; : , 4� ___. . __- ,-:� 68 � � , . ,., , � ,. ; � - �.`_. . ._ .. . : ; ;- � :` , :' , � - o:.�• �(3 � ; , ,, „: . ; . -�- -_ - , _._ ,� .; ,..: � . . . _ .. : ., . •. > ; � � .::., . , :.. „ <T.O: WALL 827 - 1 /2 ..._.. . ..-,..: .� . ,:-, . �: �..N... . -..,, , --� �� PINE � '--- � �... ..&,266 ,-� __._ �. .._ � __ ..- .. @ ; :. : , , : � . � � �- ___ ,_-- _ �'�� - � �- :; : , , . , �> : : _>. _; : f; B.O ALL @ 8276' 7" � ,. � _._ - 1 � � _, ...: . .. , , ,...: ,, . .. : ..,; , �-. .- ' ` . . . � STONE STAIRS _. „ .. : �!' : : ; , .�: ..: ; :... , ,..:. o\° C - - - - � B.O. WALL @ 8275' - 0 , ,. ' . '._�.::T.O. DRIVE 8276' - 10 M ''. ,`� � \__ / ,. :.... ._ _ _-_ ��� \ ��,... ,: _ t , . - .,; :: T.O. WALL @ 8275 10 5/8' ' T.O. WALL @ 8278 0 .. . .-... , - � I.=.. ' .O. WALL @ 8279' _ 7"� __ _ -�,S.,Y -_. _ r � -_._. ._ . .� .- --- _._ - ---- ----- ---- -- - r�4:� - --� __�- __._. ....._ s26s � � _. _ - - , `_, , ';, ;` m ' T O. SHEATHING @ RIDGE 8 01 ' 11 5/8". . --1 ,__� . . _ �� � ._.- . -- __ . ' .� , .. < , . , . ,,,,. . ,, . �� � ._ _,._ _ ._...��;.._._ .O. STONE @ 8275' - 0 ' � �� -- .__ - `__ � \ :� T O DRIVE 8276 - 4 _ . �- � .....- 82�6 �__. .,__ _- @. : > � ` �"� _ �. .- ; _...._ _._ . _- � - - ,: 2 � �� � � . � . � . . . r"' ,,« _"..._ ._._.-_.-_��-' �-- . . � � . . . .. . . . . . . . . . . .._._ _ ._ - . _ �2�0 ....��'�`- - - -- - ,-' '. ; > , , XT. � ' :,_ 9X19 EXT � ;< � � ( 8 79 - 7 � . . - � �. - - � -- � �. ._. _.._ _ ., 9X19 E T.o. wa�� -' -= � ` STONE STAIRS , � "` PARKING SPACE PARKING SPACE � , ° , .._.._ _ ` ,/ ;._. 1. r.: I \ J I/ / .3' ASPEN\ ° . - ,. ; �,� _..... ' � '' � �� C> : �, I _ ////j 1 � � �� � � "� - -' � _ - -✓ .3' ASPEN TO BE REMOVED ": ' ' ;: : > .. .5 PINE TO BE REMOVED' .. COLORED CONC. ACE� DRIVE @ 8276' - 11 "� TOTAL UNHEATED EAST / � - _-- _ �,�.;._. NG �� �._ _ ""�,� � �_ T_ _--'--- ,_._ _�' - -�- �---___ __ �_ 8272_ --._._ _ _.- _ ��----._ _._ -_._. �.,- ::L� t � � - � � !: � oo / \ � I PARK SP � � _�-- - - .____ � , -- �" . - � B.O. WALL @ 8275 0 . ; _ � ` ,2I � DRIVEWAYI SIDE DRIVE WAY IS 146=�.� HIGH HAZARD DEBRIS AVALANCHE ZONE .-- _. - - .� _ , _ _ .. ____ ___- ---. _�..._-_� �--.�--� � - -_ � � - _\ =\/ � � ,_ � �, , , � � ; , .�.�� - - -9X19 EXT. SF (SH ED) � � -- - -- -....-- - s�is � / '� .�-y ; _� / � -'� � _� ^ `:. T.O. DRI E '8276' - 0° , � I � >:. _ .►-,-_"' � _ � _ - - --- - \ T.O. WALL s2�s' - o" N HATC� , � �r -� Y_��, . _.... ----� .__.. / / � - � '�t�\ � _ @ :: �� . @ .5 ASPEN TO BE I - -�- , PARKING SPACE .. OW���" ; //�� • �' � / _ ._`_ . --- . ..__ _._ ____ -� / .._� ._. ; . .. , �� gL�74 ._..._ __ ----- -. ' ' J ����/ � -� � - : REMOVED.�---- . _ � � - � � .� , .- I � < <. °• . / �` f � � • � / /�y!`� �_ _ ,:�, .5' PINE� � �- - i = :i � Ga` - -� � - �/ : � � \ ` � � � / � / �,�. I � � / � ( I . 3' PINE •�`"� �v�� SNOW STORAGE #1 IS 47 SF ,, . 3' PINE TO BE ' '.8' ASPEN TO BE o o _ COLORED CONG. DRIVEWAY��- \ , � � '7`1 \ / �. _ I / o� _�» I �� %�; � / � \ �, , • i � . ' � � o , � �. 5 ASPENS�� � _ / �a � � / ��/� - - - - � - - - _ _ _ � � .3' PINE� • .5 ASPENS�_.- �'_ ....�. � REMOVEQ- REMOVED � oo � ' � - - - - e - i � ! _ - - - - - - - - - - _ _ `]� . _ � _ __. �.. � ' \ / 4' , 1 � 0 • _ _ �� � � � ` / / ' ��� ���_ � � �T /�', I -_ . � � � I \. :.1 . � � �(�O p1 1 .. . .. 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TP!°' � ' /, ' FLAGSTONE SURROUND SET OVER CONC. SLAB f . o EREQU�R , - _.,,.�tVEWAY r ; I F _ „�"' � � , '� TOTA� HEATED WEST SIDE DRIVE WAY IS 647 SF � . MENT@ �, ,F e � o � . i � ° � � �� � s2so `°`v�ST DRl '^ , ' � `°"�'--.-- - _ i VF ,q �, _ � ; �` VV li � f Fairnray Drive ( 50' ROW } � , ; , � i , ` � /`� ' �r - r, _ �,1, ` - - 1 i •'i a � -y � ,� , � , ; � - - - - - - � j � T - � ' ' - - - - - - - - � i : f � �,� . ' t ; � . . � . . � ..: � � � � .� . . . � . � � � � � . . . � . . . . � � . � . . . � . � . . � � . . � . . . . � . --- - _" . - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - -. - - - - - - - - - - - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � . . � � . . � � . . . . . � . . � r: . � � � � � . . ` � . � � � � � � . . r� '` . _: ,<, . . . .. . I � - - - - - - - - - - - - - - - - - - - - - � ,f rr � . 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Physical / Fedex: 210 Edwards � , � _ _ . _ _ r, � _ _ . .._ __. / _ _ _ . _ .._ _ _ . _ - Village Blvd , Bldg A Suite A103 _. .. � _._ ___ _ _ _ _ . __. _. . _ _. .. _ , .._ . _._ _ ` _. . . . .. - rds, Colorado 81632-2378 __ __... � / Edwa ; _ _ _ , _ _ _._ , _ - _ � _._ / (970} 926 4301 , Fax: 926 4364 � , _. _ . _� ; __. _ ... . , _ __ j � � � , : .._ _ _. _ __ / _ _ _ ,.. - , .- " - hansC�berglundarchitects.com _ _ _ _. � ., _ _ . _ _ �,' _.. _.. � ' - www . berglundarchitects.com _ _ � ' � . _ _. . , _ _ � ' , � = _. � _ . , _ .. _ _ . _ ;, __ � ; � .. ' : _ - � _ . _ . . _ . . _ . ' / _ � J _ .. i _ _.. � � " , � i _ .. 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SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION ANd ' � � ! , \ � ,� � �. � ���/ � � \ � � �- � i � NUMBER OF FIXTURES. � i � / i �/ _ . , , ` , � . . / / . . . . � ' / / . � /- / � . . � � � i � � � ` / ��. __— •�•/ � � � . . . : . � \\ . . � � . / / : � . . � / � . � / . . . . \ . � . � .. � ..� / . ._ . . � ` � \ � � ' \ � . . . . . . .. . � � . � . � �----- — �� � � `� � ` � � �" i (6) TYPE E LIGHTS PROVIDED AT WEST UNIT @ THIS LEVEL � _ �_ _ . � � � ` \ � " ,, ,. . - � � � � � � � � � � � i � , � � � � � (4) TYPE E LIGHT PROVIDED AT EAST UNIT @ THIS LEVEL �J _. _ _ _ %' - - - - - ` <:: ` " _._ -.: -, � US Mail Onlv: P. O. Box 2378 - -� i -� � � � , � i (2) RECESSED CAN DOWNLIGHTS AT EAST UNIT @ THIS LEVEL �- � ,� '� ; ,.: ; ,, _ ; `. . - - - - - - Physical / Fedex: 210 Edwards ,, � � � \ � � � // -� ' � i � � � � � '� � � ._ - -- 4 TYPE M LIGHTS PROVIDED AT THE WEST UNIT THIS LEVEL ,- � � � : `" Village Blvd , Bldg A Suite A103 ` ' � � � \ i � �- � � -- � � � � ) @ �. i <,, , _ / � / ,- ; : : . rds, Golorado 81632-2378 J � �--_ _ _- � ,�-�� � �- � � � ..--� :, �' � � � ,,- ; _ : . . � (970} 926 4301 , Fax: 926 4364 <: .- i �, -� ,- -� � i --, i --- ..- ' ,,.; `,; >. ,, : ' ..', : hansCc�berglundarchitects.com � � � �. � i � � -� ,16 TOTAL EXTERIOR LIGHTS MOUNTED 18 ABOVE GRRDE AT THIS LEVEL - • • . ' � i /�� � � i / .� I . -� -' . �- ` _ .., . ,,:' :.. www . berglundarchitects.com : : , ,,. ..: . ... , � � � � i � � ; � � � � � � � i / �.- 2) 1 HOUR RATED WALLS ARE SHOWN SHADED. .i � rt ,: ` V ` _ � �� � i / - , ; . • , / � � � i � ! � � / / �' � .� � � �' -::. •, i ''' ... 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Q Q ��ol @8276"-9" I LINEOFROOFABOVE � ' I I w ' I TYPEEDOWNLIGHTSCONCE '; 4 `- , .� / o �_ Q � >:;. :'•. � �.. �� _ . �. � - - - � I - - - - - - —� � ( . ��'�� ` \ _.-- -- — , D;� ' , ' " 118° '12" ' . E @ $276` - 3 1 /2" T . O . DRIVE @ 8276' 7� :- � TOD . / '� .� _____ ._---- , .. ,:. .> ° 0' - 9 /16", :- 3' - 0,� _ , . ' �' � I '" � I ( -.. ,.: —� � � ` __--__ � , , . � � ; -� � .,-- o � � � , ��� �. ` _ _ _ _ _ _ _- — — � -� ` 2 . T.O . DRNE 8276 - 4 � / ,; , . :, � I , 8276' - $ 7/8" ' > , , „ _ _ � =-��� -- -- — — — — — � ,. '' a� - a 1/2". . . T .O STONE @ 8275� _ ,�a a , , ;. o /10X20 EXT. WEST SIDE � ��ST SIDE ( � 270 � `, (: I . 1 \ � � -- _ � , ' . " . R @ 6„ , ; , ,.A� 1 `n � / PARKING -:: . � \ ' , �:, I ; � . � ; ; . <_. , "' _ ,: >. T @ � � 0�� ..,:. :' . : :. � SPACE ; ; ,, , _ _ _ E BY �\� ;, . ;-' � : ; ; DN �., � ; . \ . \� . . . . . . . .. . � � �;: . :'� � . . � .�: . .:::: h .` .`: � .'. :._.. ' . ,.�'`I . . . / ����� �,I. � . . . � . . I . . . � . . . . . . . . . . . . . . . . . . _ ALLEN RESIDENCE CASTRO RESIDENC ,.:: ,.. \ � _ , - - _" : r +_ ' T.O . STONE CAP 8278' - 0" . . . `. ' ' -� ' BY BERGLUND MICHAEL SANNER ' � o �'" ° ` ARCHITECTS ARCHITECTS , � � - - - - � � \ I: � � � � � � I I _ . . . _ _ : � _ _ _ - - - - - - -�- - - _ _ .-- , : , , .. _ . 7 t e� � - � { ` - � � — _ _ �: -' _ _ -^ : ; ,. ,. ,.. - 0 - 9 3/16" 3' - 0 .: '; / 1 f .:,,t. - _____ H272 \ - _ _ _ , , _ _ � , •: ; , ; , ;, < � '; > -.: :; ,<:_• ; / ;: ; .>: . � P R2KI GT 6 6 — — - - _ - - -- ----�. �� �� . �� .. . I I f I _ � � — — --_ _ � \ - _ ,_- - ;, ,. > ; ' . 1 /2 . 12 / SPACE „ — — -___ � - --- � � � ' Q � '—' � - - - - - - - - - - - - - - - ' � / ? i �' ----- � � �' I : I . . ( ( ( ( `; , + i � ---- ..--_ �-_ ---� �-- —__� / �-'� � \ � - -- - - Q s ti __, � s ` -__ / / / -- � / ' 4 _� �_ \ / � � _ ----__ _._. — � � � s 1 / f--- _�___ -�C \ / .___ __`` \ � _ _ -- - o � — � <� ; T O . DRIVE @ 8276' - 0�� I'. I . 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Description Revision Date ' � 1 /4" = 1 '-0" U 1 /4" = 1 '-0° „ � � ' REVISED BUILDING PERMIT SET _ 08/05/ 10 CHANGES ARE SHOWN BUBBLED 3 2 � 4 3 2 fVIOVED ENTIRE EASTERiV Uf� IT A5 . 3 A5.3 2 � 4 3 2 A5.3 A5.2 A5.2 A5.2 �,� TO THE EAST A5.3 A5.3 A5. 2 A5.2 A5. ?_ PROVIDE 5/8" TYPE X REDUGED WIDTH OF ROOF RAKE � � � � � GYP SHEATHING OVER � Sd THAT IS 1 1 /2" CLEAR OF , � C� � . „ E ' „ J � I'C „ L , �I 2X DECKING/PLY. WITHiN C� � E F � F°I � i J � �C L M TFiE PROPU�ED �'ROI'ER7Y 14' - 61 (2' S' - 33/4" 2' - 31 /2" 5 - 3 2 0 10' - 2112 2 4 4' - 41l2" 0' - 51l2 10' - 2" 5, _ 4 1 _ 8" L...� LIRIE. � 5' C}F9�ROPER-fYLIf�IE 2' - 31 /2°° 5' _ 3'° 2° _ 0" 1d' - 21 /2" 2' - 4" 4° - 41 /2„ 0' - 51 /2" 90� _ 2'� 5° - 4" 9 ° - 8° 7� _ 6,� 7' _ 6" - - 0 9' - 10" _ 7' - 6" � z� - s � r2�� 6 T. o. AFr��s @ �sa � � _ � � �, I I I I z� - 5 , �a° I I 1 A6.2 � T. Q. F�,4FTEF�S @ �301 ' - '61 " � I i � I I as.2 12 ( � � _ � � , �� 6 � I 12 2' - 515(96" .. T.4� . �T�EL BE,4M @ 8300' - 6 3/4" 6 � q 6 9' - 7 � /2° � _ ' 7/� 6' T. 4J . STEEL �EAIVI @ 830b - 6 3/4 � 6 :: :: . 12 �� .................... , , .......... ........� 12 , as.a .� .�...,........_. , . }r ' - - - .................... . .. � : _.____ __. � ,.. , i',`:::._.. .._ 2 0- - - - - "'° ...__--r 2 - �.0 . a"L7 8297' - ::: �:: � , . ._ . .- It_ _�„ 4 ` � .... ... ....... ......:. ,-__. � : ; 3 ...,.,_,. .... � A6.2 . ...::::::::::... _. . . � q A6A - - - -.. . . __ ...... r. . .�._ _ __ . ._ _ ..___.. r... ... ' . _. ' � I I - - - --f- - I ._ � _ � „ � � � a�.s ( � T. O . PL E @ 8297' - 3 1 /2" � � . , ..,.... � ;_, ,_.::-...,�`._-:-� ,-5�. . . _ :,, -- PL - � _ �� ::_ .. � 2' - � �/� s^ T. O . PLATE @ 829 - /2 .._......._.,.:..: ::�:. _ � \ , , , --� . @ T. O . ATE 8297 3 1 /2 ���°� .. ........... ......T. . PLATE @ 8296' 11 1 /8" -. . it � . _ -._ . _ ........__....:_.._�_ ,...:.,.:: _..___.. , - - - � , � �� �. .. ...__._ ... .. _. . . --- - . . . � . . . . � . . . . . . . . . . . � . � , , r �, � -' ti , . . � � � . . . _. ... .......... . ................... . . . . . . ....__ . T .O. PLATE 8296 - 1 1 /2 .�. s��.. ._. .,.�� �1 ... : __ .__.._. ._ @ . ..............�..:::;:::: • � :_.... ..., .. ...._...:_. .. . r � �- t -- ..._____. . .. .,,.. .._..._. , :: A62 ( A6.2 ......_ _. � __, _ .. _,___„ .,._ 12 I . � i__`' l_.. _.._ �l � � .... _..,... .........._. .. .. � -x;::::^ __� ._: ,_� _.__. . . ............. ..._.........n.,�._ A62 r - - - - � I - _ . .. ._. . _z,_. _. . _....� � ::.1. . ..:.._�- - - � I I I ter Bedro ._ . _ � I � T.O. PLATE @ 8294' - 4 5/8" �: . . _;� � .__�__. ._..' ,.__.. � ' I ( , . . _ „_ _ _ a . � r _ . . . . 1 I �- _ 1�....._.` ..� f. . -�..� ' �---5 �...y_._ . -1 . �rc'_ :: t r_ 1 '_"_ . . . . . . . . _ � -- � � �. -- Master B m ;� y ; _ _ ,: � � � °�, � - � � ; _ � C_ _ � , :�_ ._ � � _ . , ; - - - - - ._. ... i� , �� -- - ; _._. :�_ ,� � ' �_ � .._:�' ; . .. - - - - - - ._ - . ::. �.__;` -_::: :: . __:._ -�_: ;... _ ._:, __:::. . :�. _:� .:�� :`. -- _�;. .`r ---� ::-:.�. : . _ _ ,, . . ' - PROVIDE 5/8" TYPE X ; 28 Mast r Clo et ;; �'L . . .. _ ,, .. _.._ : , _,.. ;�- _ -=_. ; ; ' � .: , : _. � ; � ' - --,' - __ - GYP SHEATHING OVER _ .__, . _ . 2$ :; _ __�. . ,, � . - _ - - . . . . � � � � •Z . . . !� - _' ..,. ', !t . . � . � . . � . . � . . � � . t� . �,. :::::r�:..} � !! (i - . �.� . . . " " �.��':� -,::::.�i- : . -� "� : . . . � . ,� i t . .._. _ __.� . . .-_ . �. . . � �r �� .. ,1` > ' . I �.... � ' ' ns.z ��-:: _ ,� - _;` , , ,;,_ T . O. FINISH @ 8288' - 2 7/8�� � 2Q _ � ' � � ` " - � '' T . O . FINISH @ 8288' - 2 7/8" 2X DECKING/PLY. WITHW � . . .� .� . 1 � . . ' i E i i s . p � � i � 6 E . ; i i f . , _ . . . � . � � . . . . � - . � � � � . � _ . ``:`:::: ,.., . . . . _- . , _ . . . � . .. . . , . . . . . . , i . . . . ( ' , • , • . , . , . . . . - ' ' ' ' ' ' ' • � ' • � � � ... . . ' . . . . . . , . . ° . . . : � . . . . . ; . , i : ♦ 1 . . I . . . . . , . . . . . , . . _' . . , . . : . . . , . . . . . . . � ' � . . .. . , _ . . . . . . . • • . . I. : : : : : I : : I : ' I I ; ..� - OPERT as er e room �� " " 5' OF PR Y LINE 2 � T . O . PI ood � I I i � � Master Bedroom ; : � .; - � - � a . . . , ; . . . . ; . . . . ; ;r 0 . . . . . . : . . . . , . . . . . . . . . . . , . . . ; . . : . . . , . . . . . . . . . , ; : : : : : : : : : : : : ':r � ,. . . . . . . . , , , . . : , , . . W . , . : °��.. . : . � . . . . : . . , � � A64 `• : : ; ` co ` ' ; . . . . . , . . . . . . , . . . • . . . : . : . : . . . . , i'�__.._ _ � , , , ; ; ; ^ ` . . . ; . . . . . . . . . . . . . , • . . . . . . � � _ , . . . . . . . . . . , . . , . . � , . . . . -, r n a - . .. .. i : . : : ; , ; . ; , , , : . - -- : • ; - � - � ; � . , •. . . . . . , . =: ':; � ` ` ' ' . � ; e , i : ':. � _;_......>...... _.... ..... � . , , i . ` i ` �.__ . :........• , . ' `, .- ...... .._.. � 82 - 2 1 �, _ _ . . $$ /8 . , . , : _ ; _:..._____:.,_:..:.,. , � . � : : . . . : . : � . , ..T. O . PI woo , -0 2 , ; , • , ; < : : _ , , , . . � ,� ,.: ,.. . . ; , ; : . . . . ._, � � _ . ,._ ,: .: � - ;- .�. _ . � , : , , , . , ; . . . . - . > . , , , . , . ; : � : --_ ,, .- - , . ::::::::;�:;:::::': . , , . . . , . . ,., � � �� - < ; , ; . . . . . . , _ ::'.`._ _ .. _ . ...... . I , .... _. ._ . v ' T. O . PLY 8288 - 0 5/8 ' ' ' -- �� � _ @ : , , . . . . : , r . � :::...... . . .. ._..............._.. _ _ . , , ... _ � 0 _ � . aster Bathroom ' ' ' , , ; -:. _ �'. ., .:::�::.::::_,_:.. - �. � �::::� � :::�: ::::::::: _ ; �8288 21 /8 � o _ - - �- � T . o . ��..-oo�+ � " � � � M ` =:; --- - - - = t�room , ;; L - � � T _ � . QTCCL OC.n_�_� � O�O?� d0 A !O�� - - - . , ' U� _Y y� � - - - - ' - __ _'___ " -___ ___' _ - � . �^ L v - - . - - _ - - i . i � . ' � '__ ' ' " ' V••_ . - � i - .. - . . . . . . . � � � e n ' �; ; , - - � , � �i .. ,: � - - :� � . . � e vv . . � � I . . � . -'- `,� � . . � . ., ( I I � _ � .. ._ . __,..., .._ . ___ . _ � . . . . ............ ` ° ................ .._.. r _ _ T . C7 . 1 � � � s28s o 5is _, :. .,: . - . - - fi s2ss - a 5is � i . . r , :_. � r . .. . ` � � . �.� . � . - . � � j � �� '� �� . it . . . . . , _. f. --,. t . f. � . . "__-_- - '_"_ _"_"- '__ . . . � . . � •> >---.. .,.. .._ .�._ _.,. �`��. _�� " ' . � . . � � � � . . . . . . . . � . i :' . . . ;i . i � . � . �� :. , � ; 3 :�._ �F i ,� � z I � � � - -� q � } . � u . � , � „ . . - -------- ------- --- � � . . ; , M _ C4X1 TER �/ -- - ----- _ ' i _ - -- ' � �._. : _ --- - = . ,•`• , . i_" "� _ ,�. MC4 I1 5 - �'� as. � a, 4„ 0 6 � - - - - --- - I n . ,�,.. ...�� . �;. ..,._ ' ; - _ F._ X 3. PURLINS I --. - . == --- --- 5/8" TYPE X GYP. BOARD CLG . OF GARAGE s � ,. . .. ;� r' � �r � 2:� 1`�� ' � r ' __`,, 5/$" TYPE X GYP. BOARD CLG . OF GARAGE ' � _.._ _ -t ,r � � � � 2 ti i , .v_ � �.- _ jl � A6.3 '}� 1�'�' � -�6_'- � � -.�.� � -%� � I V ( . . . . � � � �' ' � � � :` � �1� . I �' � I � . � I I I � � � . . . . � I _ ` _ ' , � I 8X8 STRUT . ; � ;' � , ;�_ . , _ :_. . . �,, .. : ; � � � � ; ; �� . � ^ '' + ` � 1 HR TED W . ��. ` : ' � � 1 HR RATED WA _ . . , . .,_ j t �-} -.. , ,, , t . � � . RA ALL ', : , :� i� "�9 ' � _:--.::..: � .,.. r PROVIDE MrN 1 " � • '� V� ; ; 5(8" TYPE X GYP . BOARD @ ALL WALLS OF GARAGE � ��, � ~ � -- _ ;; ` ,; 5/8" TYPE X GYP. BOARD @ ALL WALLS OF GARAGE � O SEP�ARATIO I � � ..,. ` " " I I �__ � --�_ . ..?� , . J_ FR M 8X12 i ,, � , .:- , ; � i` � � ;, � ( � � � � � _.,..., ;,; _.._ _ ; , r �;�� I I W6X20 FRAME _.�.: . ( I ( I BEAMS TO :; ;, �1"��@ � _ : ,' � KNIFE PLATED TO , _. ._, , :� ;, � - ROPERTY LI ' _�. _. _ _ � P NE � Garage ! � . . _ _ � � ;l__ .._. =- � SLAB BELOW = =;`t �.,`f-. ..---';'_.. _ - � : ; � _. ' ; _. .._; ..._..._.. i, _ . , i �_ Entry i- -- 67 � � _ � � � ❑ -_...., ,.___ , __ . - _ . , l r�---<--_ .;1 67 ' i1i11 �O �,, . ., , _ ;; ._ -..T .O. CONC. WAL� @ 8277' - 1 1 /2" � � ; �� I --,. .�.>> � - .. � = , _ . , , : -, g � _ _". 73 �f � I DOUBLE POUR GARAGE SLAB � � ; , DOUBLE POUR GARAGE SLAB : �-_=�,�-=--:_ '_,��_..�-_ ' �=.; ; ra e Level Floor ::.--. _ ,._--- r__ � : ,. � � � " Gara e Level Floor � 72 ( OVER GALVAfVIZED DECKING =: � � ( . --,;- - ;," , - � I OVER GALVANIZED DECKING I : g . I �� �,� I I � I I I Plan ;; - � , , � a ;��=�=;�__,r-_��.- � - Plan - _ . _ _ . - - _ , ; . _ _ - . _ . - . . - . . - _ a _ /� ^ _/.1�I 11 . . - _ _ . _ �_'-.�.°�-- -'�r ,:-� '-` .--� ' n ' _ ' _ . . 'a a . - ".e - " ' + - " 1 11 . � . . � . }� /7{ /7(� � � � . . . . � . . VLI V � �� �! - '_ ' . - � " " Q . � a : '- - . . _ " . . . �: e, _. y ' .a • • � - • • , Q ^ �,, y . . . '�� �':� . . . � . ' " • a - e , ` ° e _ . ' a' -• " • -a . _ ' < . � .. � i � a` a _ VL ! V ' � � � . '`z '_;. . . _ . . . , , .. . . . . . ,. . , . . � . . i .�....�.......��...i..�.�.�..�.w.s.'"' < � � . � . � . . i . f . � . . . . . . . . ,* ` . . . . . . . . . . .e . _ _ . . � � � . . 1 " _ ' . . `} ` ., ` _ � .a. F , ; I : - .. - _ , ;. , . �( , - ' a "'_ r°� ;: � � _ - - - _ °- ; . . � � . . . ` .1` . . . . 1 . . . . \ _ _ _ _ . � � - . a � _ !�„ . �. ( STEEL BEAMS RE: STRUCT. _ Maltl L2V8I T . O . : �:� ,. ( \ ( _ _ _ � I STEEL BEAMS RE : STRUGT. ( I - ; Main Level T. O . �� . :� ,k � j � ,� .. ;" _ , � • I .��-,�.�: ---�- '� ;�_. :.. . .. . �_ I I I I I _ , P��ood�_ a� __ - - :�. _ "° � - - _ Plywood : � �°r�°- � :� ! � .a 8273 - 1 1 /2 u `-_- - ` `. °� � : - - - ��- � „ � � - - - ° � $273 ' - 1 1 /2" .. } � . ., �� =� �� , �,` 3 � �� , ;_ ° � ° 11 7/8 TJI CEILIN W/ 3/4 PLY a _ _ . _:__. . � A6.3 � ' - " : , "' � � � ,-_ . . � " ;a � - - . . . ( FOR ADDITIONA STORAGE - _ _ _ _ _ ( ' . " - - - - ': � ?.' y E � ; ` _= , - � .` _ e - - . . . . . . . . . . . . . .. . . . . . . _ _ . _ _ ' - - . ' , " ea . '.�.- � . . . . . � . " . _ � _ : . . . � � . . � . : _ . . . . . . . . . . � � . . . d• - � . a. � _ _ _ _ _ _ - - : ' . I � � . � � I � I � a . . � . . . . . a l � �s ��� vw- ',�� € } s� �.~ •t . _ _ . . . I I . . . . . . � '" �- �" '"" ' . � . . . � . . . . . . _ _ . . . � . . � . . � . . - " _ _ . . .. . . . . . . , � . . . � . . . . . . . � _ _ _ _ _ , . . . � � . . . . . � � � � : . . . . . . . � . . . . . _ Y: "� . . . � °. . 1' CJU� . . . � . . . . . � � � ' . . _ a . . ad _ _ ._ ` a LAMl� � � � - _ _ - - _ � . _._ i � '? - - _ _ _ _ _ _ � _ . - . � . � � � � � � � . . . �. . \ � � � � . �. . / / . � \ � . .=:i��_ �� � ��._•. .� . � ` .e . . . �� . � _ _ _ _ _ _ . � . \ � I . . . . ° _ _ _ . � . . . . . . � . � . - � � - � - - - - ` � , � - _ _ : REVISED BUILDING , � � I , , - - - - , � � e . _ , �. --:::�::. - - _ - . � � , \ � ` i � � � :� __ ,:_.. �" - -��- - - - - � � � � - - - I I I I � I � I � I �; _ ;� - I I - - - � , s Ma�ter a � - PERMIT SET � � � , . � Gu t Mast� . .. - - - - - - - = � � � � : - - � _ �ssue �ate 08/03/ 10 = � _- - , � . - - - - - , . Mech : o t roo � a ,� Ba hroo 3 � ` , � � B oom < <�_� ,F�. loset - - a . � � - � - - � _ . Drawn by AG . � _ :` �.., : : ` :�._ 22 ` _ _ - - - - - °� 11 St a e Und ` - - - - a 26 24 _ , ❑ l . - � � � � � - - . .`_� --�',.:.-:;�. . : � = I _ _ _ Checked by HB - - � ` g � � � � � � 66 � � _ _ _ ` � a - - A , Stairs - � � � - - - . ..�_.__....;, . - , � � , - . � � . . . . . . . . . . . . . . . . . . . � ..._'_ . : . . . P . � . _ _ ( _ I - � �' _ _ _ _ ° . I . I .. . . . ' � I - ¢ - � 11 � 1 11 . . :. I . . . . . . . . . . . . � . � . . I � . � . � t � I � . . . / . � . . . I / . I . � . � . '__ .. y .._c.-= : . . . , � . . � � . . . . . � , � , I :- _ I I � - � - __ scale 1 /4 1 -Q I, _ _ � 34 � - - - - _ 4 ( , � � :aa. - - �� " ,_ q � � ( . . . . . .. . � � . . . �. . . . . . . �. . . . � . . � . � � .. . � . � � � / � . � .. � � � \ / . � . . . . .. � ,. : ' ' ' - . . . . - - - - - - - °n � � � � � � � . . . . � . . . . . . . . . . . / � . . . . _:,� - . . � � � . / � . . . . . . ._ ; ;:��__�.:r A6.3 a Lo er Level T. O . _ - -- - - . 3 --Lower Level T. O . _ ; . / / \ / ` ` / l :_ . .� : . _ r � � � � - - - - •= / A6. 1 \ / -< � Concrete - - � � � = Concrete _ - _ . :: ....� -�, -- . . . ' �_,� _ _ � � : , I .: . . , � � . � � � . . � - . . . . . . . - � a . � � a . . .., . ; . . • - - . � : - .- a � a • � - • _ - � -• • : < - • =� . - i n . - - . . - - Q + , - • - Q • � _ _ , . , . • _ ._ a _ . � .� . . . . . ° . - .: ��n d n7 . . _ . . ._ . . . " a - a • _ ,.a - n , , _ - • ,.. � , . a ` . . . '. _ "a e ' � _ - ° � " . : o ' � " ` ' • ,� � : . , a . - y " ' a . � . ■ ■ . . . . : � . . - � = - � - - - - - - - - - - - _ - - - - < = - . - _ 8261 - 0 � �� - - � � - da _ :� - . - _ a, ° .a - - - - 8261 ' - 0" - - - - - - - - , � .. - _ - -r-=-i- - fi -�-�� �C� : I - ., ° - , - --r - -� -�- . - . 1 ��� � fi � B �,1 I � C� I Cl ; _ _ - _ _ _ _ . _ p . . . . � . . _--,-_ g � _ _ �- � - - --a _ - - _ �,-- _ � � � - - - - - - - - - - � _ . , _ . - - - - - - - - - - - - - - - - - - - - . - - - - - - - . A6. 1 , - - - - - - - - I i d - - - - - - �^ Q -i- - � � � � � I I . I � I I I I � LL . . �� -1� �� � - - � - - - - - � I I I � I I I I I I � I I I � I I I � I I I I I I I I I I I . . � . . ( I � I I ( I I I I I 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 . _ - - Se ti ns - - - - - - - - - - - - � � � � c o - - - -� � � � � � _ - � - � - - _ _ - - .11--_ . . - - - - - I I _ � � - _ -� = - � � � � � � - - - - - - - - - � - _ , - - - - ,�y � - , ; a , � - - - - - - - � - _ _ � . . . - , a . � - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . . . . . � . . . . .. . . . - - I - I - - - - - - - - - - - - - 1 1 - - N - - - - - - - - - - _ - - - - _ - - - - - - _- �- , � - - _ 4°: . . a - - - - - - - - - I - - - - - I - - - - - - Master BR / Garage / Mech . Room- East ; _ _ �u _ _ . �� -r � _ �� �_ � _ _ - _ _ - - - � #�Al����� - - - - - � - - - - - - - - - West Section ` ° A5 . 1 0 3 1 /4" = 1 '-0" � 1 /4" = 1 '-0° N � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � � � � . : . � . . . � . . . � . � . . . . . . . . . . . . . . � � � �� � . . . . � . . . . . . . . . . . . . . , � � � . � . � . . � . . . . � .� . � . . � . . . . . . . . . . . . � . . � . . �� � � . . � . . ... � . . � , . � . . . . , .. � . . . . .. � . . � . . � . . � . � . . � � � � . . � . . . � � � . � .. . . � : . � � . � � . . � .. . . . . . . . . � . . . . . � . . . � . � � 4 1 3 2 1 1 2 3 1 4 A5. 1 A5 .2 A5. 1 A5. 1 A5. 1 A5. 1 A5. 1 A5. 1 A5.2 A5. 1 � � � � � � , ., 2 . „ 3 . ., ,� �,`" ,J ' 7 8 �'' J 10 11 12 � 3 11 10 ��9 8 7 C�5 40 3 2 1 . - - -2' - 21 /2" 3 - 11 2 - 1 6 - 31 /2 0 - 71 /22 - 0 3 - 6112" 4' - 51 /2" 5 - 41l2 1 ' - 71 /2" 2' _ 0" 2' - 0" 1 ' - 71/2" 5' - 41/2" 4' - 51 /2" 3' - 61 /2" 2' - 00' - 71 /2" 6' - 31 /2" 2' _ 1 " 3' - 11 " i r � �s� , , ..__..� T. O. RAFTERS @ 8301 ' - 11 1 /8° - � 1 � � � � I I _ � � � � � � �A62 I � � i � � � � � 2' - 2 1 /2" � � � � � . , ._: � � � � US Mail Onlv: P. O. Box 2378 _ : ..: . .:..::::.. e Edw r I Physical / F dex: 210 a ds ' ' � � Village Blvd , Bldg A Suite A103 I $ I s Edwards, Colorado 81632-2378 as.z 6 � 0 � ns.2 (970) 926 4301 , Fax: 926 4364 � hans(a�berglundarchitects.com � - www . berglundarchitects.com ' � � � � i � I I I - ( I , � 5 � � � - - .�.. .._ � A62 � � - � 'e. � I - +� � I \ � - +�I I � � � � nliast�r � roorn � � � � 28 � I I � � � ;t� �. .._ � � � � �Pla ter �edre��rn � 7 •_ a r � i t - a�ter ��thro� � f ` 1 28 L � Ma��er � �droom I I I 27 I I I I I � ���er � �dre�orr� � . � � � s� - � a ��a° �T, C} . � I oe�d s° - ia � �z° � � � - � � � � °f, . � I �c�d � I � _ @ v sP , � 2 I I ,o $2�8@ - 2 � /8" - - - � ` , ' � � 2 2 2 11 i -..... . ... _ , � . : as.s i � ��". �: FINISh! @ $288' � 2 7/��� as.s .� i �� � ° 6 � �a° 1 ,._`... <� � , , - = IVlasfier ��thrc�om 2� - 0 � � r� s° � � _ � s � ra„ I�ias�� r �athroarr� � as.z - - - LL _�� , t�� - - - - `T . . 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I wde Ro - - - : � - wde i2o Laundry Roo _ age � � a6.2 � '' \ __ �; -: -- 69 68 67 � , ' _ ; `� :��_�: ; : _ � I DOUBLE POUR GARAGE SLAB � 69 ' ��` _-; Gafa e L V I FI t' � DOUBLE POUR GARAGE SLAB , ��_G � f a e Level Floor � ` OVER GALVANIZED DECKING � \ 8 . ;; ; g e e 00 s � � I � OVER GALVANIZED DECKING � � , ` ,.- _ � � �= � �� �;; . _ � � _ , _ , I :.; � � � _ Plan _ - - - - - _ - , - - - -. . - - , _ . 6. ^ ^ � . . _ . ,_. 8276' - 11 " - R / {.� __ _ _< � - . � � � - - � - . � � . . . .. -� . - . . . - . a �� _ , �4° ' d L ' - , a ' _ •_ - _ - e _. a a _ - ' , •" a °d. Q, VL�V' - 1n � _ ,, . � , , - ,. . .. . - , �� . , . . � - ; ._ � � r - -- - - - . , � �- . � � � - � - � _ 1 =�- 1 � - ` �� , , - � - ; 12 - ■ � 4 _ - . - . -. - ; .O. FINISH @ 8273' - 2 1 /4" . � ) � � � � - - _ - _ , STEEL BEAMS RE: ST�UCT. , ; ..: _ :. � M � 111 L�V2I T. O . � s � , � � STEEL BEAMS RE: STRUCT. 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Description Revision Date . . . . . . . . . . . . r � . . . . . � . . . � . � � . � . . . � . . . � . . � � � � . � . . . � . . � e � . . � � � . . . . 1 REVISED BUILDING PERMIT SET � 2 � 1 4 0$/05/ 10 A5. 1 A5. 1 A5. 1 A5.2 A5. 1 A 2 4 � 3 2 3 A5.2 A5 .2 A5. 2 A5.3 A5.3 A5.3 CHANGES ARE SHOWN BUBBLED 1 Z 3 �� �� � � 9 ( 1 O 1 � � MOVED ENTIRE EA�TE�N UNIT ,, , „ , „ , � „ , � �� \� � n �a g� 8" TO THE EAST 3' - 11 2 - 1 6 - 3 1 /2 0 - 7 1 /2 2 - Q" 3' - 6 1 /2" 4' - 5 1!2" 5' - 4 1 (2" S ' - 7 1 !2" 2' - 0" o � V ' L K J I � t� F� t.a7 � � � PROVIDE 5l8" TY X REC3UCED WIDTH OF ROOF RAKE GYP SHEATHIP�G OV R I <::; . .::: -:� . : . . . . , ; : ; ; ; � � . ...- > ; . . . � �OF � - - - - - - - - - - � - 3 3�4�' � a' - 6 � !2° T�E PRO OSE� PROPE��Y , . .. : , _ . E,.._: . . _ ;.. :_:.,,. , > . . :_ , . . . . : RTY LI �1 , . .. . . P LINE • , ,., »,.: � . .. . � I O E , .. . _ _. „ . . . . ... ... �,,,,, , ,,,,,,,�. ` ... .. ; ,. .,..... , " � a„ a � o " 2 � � __,.. . ,... . '.; _ . :....... : .... ...> , . . �' � � I �� 9" - 7 1 t2 _ 12 - 4 112 12' - 6 1 /2 I � I �R 5 2' 31/2" ,.,. . , ..... . : .......: . ..... _,..�,,.. ,...,... , : �, , ;. ,:<:_ . , _ : :. .. . ; . : .. . ::. ..: . .. . .... . : . . . . . :. .. . . ...:...:.. .... . . . T.O: RAF ERS @ 8296 - 11 3/� : . . . : . ..,, .. ,. . . :..:.:.... . 112" AW 12 _ . ,. , . ,. ..,, ., ......,.,> . . .,.. .:. .,, A62 a �� i ; � .;-.. } � . , FR M E P I - - 2 ��- T . O. Rf�FTER� a�? 8299 � 5 1 /2 ... . ; O PdS RO ;,, ;> . - ;,: :.. : ,..: ": i : i s € : 3' - 5" ? 7 -`2 1 !2 ' 0' - 7 7/1 ° i . • ` t , i � � t , ` � : n : » . . � { ' ; ; � ` . .: .;,;,} .,..�. ..:. :. ._ : � € i : g 2 , 1 1 ! P O D PERTY � : ; � �b �': � � ' � T.O. STEEL @ 8298' - 4" � 2I 2' - � 71� s° � I � � , � r � . ' . . . : � : f p : . � � : . .-- : : . ` .. . . : ... . . .. _. .: � . � : : : : Y . . . . . . . . . . . . . � . � � { LPNE , , _,..,.., ° ' ;,...,„_ ._ � .. ,.:.. : , ` � A 2 I ,�: :. _,..: . , . . :__. :.«.._ _ . . � � , , . . O. PLATE @ 8296' 11 1 /8„� � I - as z 3 3 _. _. . . �,. .. __ :;::::::::° . � . PLATE 8296' - 5 5/8" ,. .._ . _: .. � . - - . - - - - - _ , . ...� .. , 7 : ' (�J �•, "', ' , ` � . � , . l� �` ..... :. _ .......... .....�. ......._�.. _....... � ►���. �- , .. .. ._...: :: ,,..: , ::>;- :.:.::.:.. ........« . ._. _ �.,, � , � � � . . -..._ __: ... ' .. � " � - ,�1s.2: . S ...�� . .. :.:. . � . � . � � � . � � . . . . . 6 . :..._'.� r -_:. ._ --'• � ;.=. ' `-t :, ..._: � . � . . . . . . . .. . . . � ir � •.� ._ . � n . I . . . . .. . . . I . .. . . . . . . � . . . . . . .. ` �� ....-. ' . �.._ , _ � � �..::: , .::..`....�� I A .2 . i �__ .�, - ij k , ` _ 1,`. T. O . PLATE 8295 2 1 /8 � � 1�::. . :. .. . � 1z - � � ; ,..... __� _ : : . . . . . . f' `\ % _� eJ` 1 11 ... . . . .__ � . . � �� 1 11 � .u�J : t ..... ,_., , _.... . I �,j� . . . . . . . . . . . __. �._.._.� p� �- � � - .O . PLATE @ 8294 - 4 5/8 � ( . ..... ...... .._ . . " •;,- .-- - - � - -�- - - - - - i ; ° \ _. � � T. O. PLATE 8294 - 2 7/8 , as.z „ � � \ . . . . . -,. L�. . . . . _ ._. . . . . � . � � ..... 1: _. ___' ' � � -,., . � . . � . � . � . . .. � � � � . . �. . � . . . . �. �. . � ( . ' .- _...._ ' . \ . . � . . . . . . � . . . . . . . � . . .__. } :"' "" � � '_"_ . . . . . . . . . . : i . . . . . . . . . . . I � _ � �. ........ '/ . . . . . . . . I I .� . .�.� ..--1: `='-�i ' \�' �� .� . . �, ,. ��. .. _ : . 5 . . . „ . . . . � _...._ . ... . . . � , � . . . . . . -: i � ` � : 2 ' - ' A7A I � ` _ _ - - - � � 4' 0' , �.. ; �= ' . `� .�::�,..--� , � f__ _ ._<_::�; as.z 4X4 TRELLIS MEMBER W/ COPPER _. .. _. . _ , , . . Mas� athroom I ,, , / ,,, - ,r ,f 3' - 10 1 /4" � T. O. FINISH @ 8288' - 2 7/8" �„ �:.-.� I FLASHING CAP : '.. . : � ,� r , ir -- - , � , � .. . ; ,� ... . 1 i : , t � :-,` :. . . ��t,� .. =;'._._ :? � � " �' l �=- � � � � `' , , 1 , . . __ „ Master Bedroom � 27 I I I I I I �- , , ' -_ �. � � �--- __. , ;,.. : ! ;, , , :, � ._, � Master Bedroom .. , _ ' � ._ __ �_... ,,. I - - - , _ - T O P d .' ._._ ..._, . _ . _ , , _ � � - .' _ - , � ,. , � ,. $ � , . � 2 � , ; P ��� 3 i � 2 � . . 00 � � OOCI I T. O . I ° , ; „ , .::- ,J ;: � � - - =� z . 5 � 8288 ' - �2 1 / ., � � , " � �, 8„ �-nt : .-� ,. , = � _ � � , , � , , ---- - -- -- --- -- ----- --- ----- --- - - �', : �.� ' _ ',. ,'; _. - F_ ._�, , Master Bathroom � -- - ---- -- - -- - - -- - - ---- ------ - --- ----- ---- , ; � 828 2 1 / ,_: .,, , _ _ ,, �-:�-- : - - -- - - r� . . . 1.� '' )�r . .� � . . � � � - - �-: . � � T . O . PI ood , , -- - - --- --- ---- ------- - --- - --- - --- ---- I .- = ;. aster Bathroom - - - - . _ - - - -------- ------ _--- - - _ - � - . 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FiNi �H s2�3 - 2 � ia. , . ;:__ �.__-�:. _ - ; - -" �; ��=- � ( `L._..�� r� � '�� _ -�,�,�. .._„ _. _ ; __ ..__ ; OVER GALVANIZED DECKING ; I g - OVER GALVANIZED DECKING @ I I I I I I � " ! ��� - ; � G � C'a�2 L2�{21 FI001' ! ; . ,- -_. .._, . =�-.��>>, � :. ^_ .` _ � � _,..._<� . l` . ,� 1: ;=�-- �` ° : a \ _ _ _ _ P� atl � � � ,;�, � `N 273 14„ _.�, - - i,`'� � Plall i '' � ` I ( _.. _ - � - ' � _ �� _ _ . . -• - - - - -_ - - -, � - - FI ISH @ 8 ' - 2 1 °:_._-� - � � �� � � ° �= � � � � � a= � " � � 8276 'f 1 < . _ - . _ , . . _ , _ . a , - ; _ - - _ _ � •: . : = . . � _ -. . . • � ' _ � . _ . . . • ,° " • _ , - , "a . . ' m ' o- ' - • a - ' ° , a " . � �T. . ��' � �4° � ....;;� t : ! _�`;,. � �?.- -- � � 82 6' � 11 � . � � � . . , . a . . - �e _ . - � . . - ' ' _. - - - - - - , . . . . . . . _ r �- O STONE @ 82 2 1 ` _ - 7 � < 12 `.JI' . 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VERTICAL 1X6 CEDAR SIDWG -- �, RIGID FOAM GLUED TO 1!2" PLYWOOD TOP " ' VERTICAL 1X6 CEDAR SIDING - SHEET R-12.5 +/-. SCREW TO WALL W! MIN. 4 I ' 2" INSULATION PANEL CONSISTING OF: 1 U2" ° ", " RIGID FOAM GLUED TO 1/2" PLYWOOD TOP __ , I - .- .; SCREWS W PATTERN SIMILAR TO NAiL PATI"ERN ; .- - SHEET R-125 +l- SCREW TO WALL W/ MIN 4 US M81I OIIIV: P, O . BOX Z37S _ _ ,; - •- REQ'D. FOR STRUCT. SHEATHING RE: SPEC. ; � - SCREWS IN PATTERN SIMILAR TO NAIL PATTERN PIl}�SICBI / F@Cj2X: Z � Q EC�WBfCIS Z a GRID GRID . . � � � 2" WSULATION PANEL CONSISTING OF: 1 1/2" __ __. �_ I _ REQ'D. FOR STRUCT. SHEATHING RE: SPEC. " -- RIGID FOAM GLUED TO 1/2" PLYWOOD TOP I L � ', U1��8g2 B�VC� , Bldg A Suite A103 LINE LW E I SHEET R-12.5 +/-, SCREW TO WALL W/ MIN. 4 30# BUILDING PAPER EXCEPT PROVIDE W.R I _ 1/2' EXT. GRADE P�YWOOD ECIWBfCIS , COIOfBCIO S � 63Z-Z37S � - ,' SCREWS W PATTERN SIMILAR TO NAIL PATTERN _. __ . MEMBRANE 3'-0" ABOVE GRADE, UP WALL I _.__. , SHEATHING RE: STRUCL ` __ _:. -. 970 926 4301 , Fax: 926 4364 REQ'D. FOR STRUCT. SHEATHING RE: SPEC. I AT ROOF AND DECK LOCATIQNS :; � WTERIOR � / , _ ( - -- INTERIOR ,. ` 2X6 FRAMWG WITH R-20 BLOWN IN f1811S t�7 b@fC��UIlC�81'Cfllt@CtS.COIYI _ 1!2" EXT. GRADEPLYWOOD SHEATHING I . "i ""' -• CELLU�OSE INSULATION � � _ EXTERIQR ` . INTERIOR I - -- ; RE: STRUCT. ; - WWW . I�81'gIU11CJ81'Clllt@CtS.001'Tl � _ - - 2X6 FRAMING WITH R-20 BLQWN IN I � 5/8" GWB : ' ' ' ' -- • CELLULOSE INSULATION i - ' ,-. • . ' . AIR INFILTRATION BARRIER LAPS OVER - i „ ., ( � � ;_ FRY REGLET REVEAL BASE. � (1 ) LAYER 5/8" GWB ' (1 } LAYER 5/8° TYPE X GWB ` ; FLASHING ABOVE STONE _ _ ,_ i� 5/8" GWB `' ' � PROVIDE DRMB-625-REVEAL WITN ' _ I � T o ANODIZED FINISH __ _ I - --- - FRY REGLET REVEAL BASE. I 1'"' _ FLASHWG EXTENDS UP BEHIND AIR — � PROVIDE DRMB-625-REVEAL WITH � ' � � .; ', �; -- -- �_ WFl�TRATION BARRIER MIN. 4", AND EXTENDS --- -- -; -� -- o TYP B , o ANODIZED FINISH ' 2X STUD WALL RE: PLAN �� 2X6 FRAMING WITH R-20 BLOWN IN � OUT OVER STONE OUT MIN. 3" I - --- .:: I + -- ! � WOOD ASE TYP. WOOD BASE - _ - CELLULOSE INSULATION I ' ' 3/4" WOOD FLOOR ATTACHED � INTERIOR : IPITERI6R INTERIOR : JNTERIOR - -- ' ' -- - - 3/4" WdOd FLOOR A7TACHED I :- ' TO PLYWOOD BELOW - .-, •_ ; : APPROX. 2" TNICK STONE CAP WITH � . ,: TO PLYWOOD BELOW . . TOP SLdPED. EXTENDS BEY6PdD -- -- ; _. . . __ __ _ ._. .- : __ T.�. PLYWOOD _! ; : _ FULL BLOWN W • : -- - ' ' . - APPRQX. 1 " - _._... . _ . _._.. . .. . . .. . : . .. ... .: :. .. ... .. . E i _ . _.. . . CELLULOSE INSULATION ' ' c I - -- _ ... 4 � _ , _ I�E : SECT ONS Y�WOOD - ; - ; - ' , : . . I - - � RE : SEGTIONS / PL,4NS � -- - ; 6" STONE VENEER EXTERIOR EXTERIOR ` _ { 1 ) LAYER5f8" GWB � (1 } LAYER5t8" TYPEXGWB ' � I � 3!4" T&G PLYWOOD RE: STRUCT. ' 3f4" T&G PLWVdOD RE: STRUCT. . . -� - -- --- �. . :' • -_ R 30# BUILDING PAPER EXCEPT PR6V@E -- - " � � t 11 7!8" WOOd I-JOISTS 16" O.C. - _ _ - - W.P. A/iEMBRANE 3'-d" ABOVE GRADE , � i @ ; UL 305 FOR 16" SPACING UL UP WALL@ ROOF AND DECK -- 11 7!8" WOOD I-JOISTS @ 16" O.C. RE: STRUCT. � ! ._ RE: STRUCT. � _ _ U314 FOR 24" SPACING ( -- _ LOCATIONS I - -- + - E � _ � - — R-50 BLOWN W CELLULOSE iNSULATIdN �, � R-50 BLOWN IN CELLULOSE INSULATION � - - 2(2" EXT. GRADE FLYWOOD SHEATHWG ` , RE: STRUCL . -- SHEET� R-�12.5 +P RE: OSPEC. �P , ' 1 112" RIGID FOAM PANEL �, �� , 1 112" RIGID FOAPJ PANEI , _ , _ , , „ < , ,_ . . _, , _ ! - :. � � � - - 2X6 FRAtv91NG WITH R-2Q BLQW�! IN GLUED TO 1I2" PLYW60D TOP ' _ CEL�ULOSE INSULATlON SHEET R-12.5 +1- RE: SPEG. _ _ _ _ _ _ , ' --- - - , I � - - - - ' _ • _ . _ , , . • „ • _ , , _, , . , _ , _ � . . . , .. : , , _ • _ ; .' „ - - I • -- A I --- 5!8° GWB 5/8" DRYWALL . 5!8" DRYW LL - - I I + I _ RIM JOIST RE: STRUCT. i INTERIOR RIM JOIST RE: STRUCT. � � - __ . � - - INTERIOR I �* - , � - - � �B � - � � _ _ �___ ■ � e � /� � ♦ V � • � � Typ . Int. Wall Assembly � F�ated Garage Wall Assembly 13 Stone to Wo d Sidin �"ransition � Wall / Floor Det il @ Stone Siding � Wall / loor Detail @ Wood Siding � � `' 1 1 /2°' = 1 '-0" � �" 1 1 /2" = 1 '-0° 1 1I2" = 1 '-0° � 1 1 /2" = 1 '-0" U 1 1 /2" = 1 '-0" � Q� �n � > `/ / � • - � � W `� o o _ � � � � . _ � � . _ � � � � � � - 10X10 ROUGH SAWN DOUG FIR � � -- COLUMN NOTCHED FQR KNIFE p''°1 PLATE ATTACHED WITH PAIR OP � I �✓d � GA�VANIZED 3!4" THROUGH BOLTS °; � _ .. 1 � - 10�� WITH EXPOSED GALVANIZED � WASHERS AND BOLTS RE: STRUCT. ,, INTERIOR TILE FLOOR MUD SET QVER 1 1/2" CONC. TOPPING WITH INTERIOR STONE FLOOR MUD SET INTERIOR QVER RADIANTTUBING3" � STEEL CAP PLATE RE: STRUCT. RADIANT TU B W G TOTAI THICKNESS HSS 3X3 STEEL COLUMN RE: STRUCT. PAINT PER SPEC. - -- SANDED CAULK JOINT BETWEEPJ _ SANDED CAULKJOiN7 BETWEEPJ WOOD AND STONE COLOR TO PvIATCH TILE GROUT COLOR WOOD AND STONE COLOR TO MA7CH STQNE GROUT COLOR SLOPE 1/8" : 1 '-d" _ SLpPE 1!8" : 1 '-0" - 3/4" WOOD FLOQR ATTACHED 3/4" W06D FLOOR ATTACHED 5/8" GWB SHEATHWG �_ � - i� �.� . ���� � �.�� TO FLYWOOQ BELQW o �- Td PLYWOOD BELOW 3/4" WOOD FLOOR ATTACHED 2X SLEEPER OVER JdIST RE: STRUCT. TO PLYW60D BELOW FRY REGLET REVEAL BASE. cy F�E : ELEVS AR� D SECTI �IVS PROVIDE DRMB-625-REVEAL WITH � cv . ', i� AN6DIZED FINISH '�, ; o , . : � � . : i , . � � . . .. .. . . .. . : . . . � � _.. _-' f _� F T.O. PLYWOOD ` r • ' � � , ;. ; - BRG. PLATE ATTACHED TO WAL� a _ __ , __ , �. , O � O - R-20 BLOWN IN CELLULOSE INSULATION -• . < ' ION BOLTS - " , a _ , t ; - - - . � " RE: SPEC ' - ST'RUCT.PAN .. T. O . PLYWOOD < - � _ . � � d ' - S RE: ` INTERIOR - - INT�� . " 4 , -_, ,� " � RE : SECTIONS / PLANS . M " T.O. PLYWOOD _ - _ T.O. PLYWOOD � � �° � " �- � � a. . - �, ` coNC. wn�� - � / --� i=-, /_-" / ---_ / TYPICAL BASE BOARD " . < _ " . da , RE: STRUCTURAL DRAWINGS RE: SEGTIONS / PLANS ° °�" o - RE : SEGTIONS / PLANS RE: SECTIONS / PLANS RE: sPEC � � ' � �' ` s° CUT STONE CAP SLOPED TO SHED WATER 1 1/2" CONC. TOPPING POURED PRESSURE TREATED BOTTOM PLATE , " -. a , � . . . . . . � � . . . . . . . . . . . P ` Q . . A a BETWEEN 2X4 SLEEPERS WITH , : . . 6" STONE VENEER RADIANT TUBWG 3/4" T&G PLYWOOD RE: STRUCT. ,: . ........ . . . .. . ........ .. �„ . . .. . __. . T. O . CONC. SLAB 3/4" T&G PLYWOOD RE: STRUCT. y � . , - . Oe '_ SLOPE GRADE Ca? 10 /o AWAY FROM BUILDING �� 0 3" STONE FLOORING 3!4 T&G PLYWOOD RE: STRUCT. - " O d : i Q e � V \ ` a ° - ` e ` ' � O ° ' a ' . � _ RE: FLOOR PLANS PER SOILS ENGWEER RECOMMENDA7�ONS RE: FLOOR PLANS FOR LOCATIONS ... . . • � '� e , a . . . --- . . � _ . , . . . . . . 11 7!8" WOOD I-JOISTS @ 16" O.C. RE: STRUCT. 14" WOOD I-JOISTS 16" O.C. RE: STRUCT. 14" WOOD I-JOISTS 16" O.C. RE: STRUCT. ' . ° b" - e ' d - \ n � , • . - � -. � � 4" CONCRETE SLAB WITH IN-FLOOR �- , •a : a ' (n �ll� @ @ . - ' < ' - � - ' - °�. ° • ' d � \a d • � - ,o _ RADIANT HEAT - ' � � • • q � C7 STEEL ANGLE EXPANSION BOLTED INTO � � ' ° - RE: FLOOR PLANS FOR FLOOR FINISH • a ' " Z CONCRETE WALL - R-50 BLOWN IN CELLULOSE INSULRTION R-50 BLOWN IN CELLULOSE INSULATION R-50 BLOWN IN CELLULOSE INSULATION ' ' � � � , O' - 5 1l2� . � i I i � — .° _ a . , a " . - - RE: STRUCTURAL DRAWINGS i i I , . . . � . . . � . . . . . . � . . . . � . �. . � . . . � . � . "' 't_' + " • • a - •.a • � -ti-' __t'�1' . _ _ _ _ d ' a . ' ' _ _ .' a ' Q . . . � . . ' a '- - < CONCRETE FOUNDATION WALL - — — — — — , - a • . � . - REVISION 1X FURRING STRIP a. ' . ' � RE: STRUCTURAL DRAWINGS - a ' - e' . ° a' = a ' < : � `. � ;. - : 0 . . ' � . . . . . . . . . . . . � . � � . . ' . . _ _ _ _ • ' ° _e 4 , e ' .. 6 . - Q Q . . . . . . . � � � . . � .. . . . � o . . . . - . . . . , . _ , �� -e . . - , _ , . . . � . . . . . . . � _ _ . . . , p � - - - , . _ , _ . - , • ' • , , •- > . ,_r , - : . _. . _� , - . - . . . _ i_ ; , , _ ._ � d < , : Z�� CONT. RIGID FOAM INSUL^ TIdN PANEL — — — — — •� . ' ° � . • ' ° � ' ° . -a ' o . , s -, - , , < - : a • , tl _ . . UNDERS�AB - — — — — — 9 '; _ atl . -�,��. " ' `� : ,, ' e -, � � " , " R@VISIOtI - • •- - - � r, .-, . - , '-. ' , . ' _ ,� e a a, . -. - < . . • a • o � , , a � ,, ` F. < ., STRUCTURAL CONCRETE SLAB DOWELED .,� -, ., . . _ , • , - . - �, . ,, - . -. -. . - , . , ': . >: < • , 0 5/8" DRYWALL FURRED DOWN TO , , , , , , , , , ; , , , ,,,, ,, , • - , .- - ' - • ' . . , a ` � " - — — - I $ . -�-y-��-r � RE:3TRUCT�URAL DRAW WGS NO . DeSCI'Ipt1011 R2VI51011 D8t8 . . . , • - „- . - -- • , ;• . - ^ • - , , .• •; , . - -..- - ,, - . RE. RUC o e •6 � TRUC RA � ST T. RE: TURAL D WINGS ` ALIGN WITH STONE FLOOR ' ' � — — — — — a � ' � ASSEMBLY .0 5!8" DRYWALL ° a � (,) _ r a �° , d ' - . " ' �a . . . • . ' a. � _ _ _ _ _ ° . ' , a � _ _ t- _ INTERIOR INTERIOR INTERIOR " � � ° , �,- °d . � , aa, ' e . . . °o . — — — — - 4 ° • e ' � — � . . . � . . , a � uj — , ' ' . . . . _ a , e . . . . � " � •, ° ^ ' •. - A , - • ` � ' , _ ° `� : - — — — e � • — � - PERFORATEDPERIMETERDRAINSETIN REVISED BUILDING PERMIT •• U.j . , , , ' °' ' ' ' -, <� 4 � . : .a' . a e , — — — - = - — GRAVEL BED OVER A NON-PERMEABLE � Wood to Tile Floor Transition @ Ma�ter Bath Stor� e to Wood Flooring �frar�sition @ Erafiry Wo�d Floor �ssembly - 4 a ; _ - � �„ - 4�� GRAVEL BED UNDER CONCRETE SLAB — _ _ _ RE : STRUGTURAL DRAWINGS _ — LINER PER SOI�S ENGINEER DRAWING SET O$IOSI � O . . � 1 1 /2�� = 1 �-��� � � � ��'� = I �-Q�� � 1 1 /2�� - I !-��� — a .. � . ' . � ° a; ' :. < ,, � ; = - PER SOILS ENGINEER = — — — = AND RECOMMENDATIONS �HO�� : '-, a • , 'a _ ; aq Q . a $ p RECOMMENDATIONS � _ � ^ ad ', . o a ` , e _ , • • ' .o : - ti a CONCRETE FOUNDATION FOOTER — — — — — : ' ° , ' ` <a — — CHANC7ES ARE . - - • _ _ _ _ _ _ _ — , � , _ . , , . _ RE: STRUCTURAL DRAWINGS - a � - � a _ , — — — T. O . FOOTING gUBBLED — i i i — i i i — i i i — i i i — i i i i i i — � . : . ° - � ° � `' _ : ' , ., � a ' °• . .° ,e . A .- —RE: STRUCTtJRAL DRAWIfVGS ADDED NOTE FOR STQP� E ' ' ; � $ °' =° -- �a ,� a° Q ° , .n �' ; c' . . a � , a _ I � � VENEERATTACHME �JT 7 Footin � earir� iNall ,: ; ;� ; . . `_ - - _ _ 9 � 9 - � _ . . . .a4 . , o- . � . � � . � 1 l2A' = 1 °-Q" _ < _, . o.; p - ; ,� � � o- „ _ . . - a �, � � � �. � — . � � . . -� .i' , d,d . . ' ' c � � '� �� ., .e . i � �` � . � . . . . . . . . . . � . . . ,� � , . e .. � . . . . . . . . . . � � . . � . . . . � . . � . . . � � � . �_� . � d ' ..� . d ., . Q � ; a , ; ' ` �„_, • . , ' — _ . . . . . . - a , •a .• d _ ; � K � ' � Q` , � - . . � . . . . . . . . . . . . . . . { , ""a , . e W a .d • a . _ _ .. . . . . . . . . . . . . . . . . . . . . . � � � � . � . � . � � . . _ � . .: . '� " a 'd , n. : . ''' a } ` a•. ; : ' . � . ,.. . : `� — _ . . . . . . � . a ,. . � - , .` ,- q ' 6a . d . . ; o .. a' . � . . . ' . . . . � . . . . . . . . . � � . . � . . . � � � . . . . � . — � � . .I� � �_ � � •� . " ,p , e , , 9a -. .�'' ° n , �6 � � n ` ' :tr a ' " . _ _ . . . . . . . . . . � � f � . _�,. . . . . . . . . . . . . . � . . . . . .� . . . . .. � . . � . . . . . . . . . . . . . . F . . . . . � . . . . . . . . . . . . . . . . I � I I I I I 1 1 I I I I � I I I I I � t � . . � Low Stone Wall Detail U 1 1 /2" = 1 '-0° GRID LINE 2" INSULATION PANEL CONSISTING OF: 1 1/2" RIGID FOAM G�UED TO 1!2" PLVWOOD TOP ' SHEET R-12.5 +/-. SCREW TO WALL W! MIN. 4 -, ._ SCREWS IN PATTERN SIMILAR TO NAIL PATTERN � REQ'D. FOR STRUCT. SHEATHING RE: SPEC: GRID SLOPE GRADE @ 10% AWAY 2" INSULATION PANEL CONSISTING OF: 1 1/2° LI E RIGID FOAM G�UED TO 1!2" PLYWOOD TOP I - E GINEER I OIL �,/' SHEET R-12.5 +/-: SCREW TO WALL W/ MIN. 4 ' SCREWS IN PATTERN SIMILAR TO NAIL PATfERN ; _ STONE VENEER ATTACHED PER IRC R7037 ; N REQ'D. FOR STRUCT. SHEATHING RE: SPEC. ' , N RE: ELEVATIONS � � - � ' _ s- EXTERIOR i - � EGLE EVEA BAS . GRID FRY REGLET REVEAL BASE I ' PROVIDE DRMB-625-REVEAL WITH EXTERIOR � INTERIOR PROVIDE DRMB-625-REVEAL WITH t � ANODIZED FINISH LINE STONE VENEERATTACHED � ANODIZED FINISH � FINISHED F�OOR PER IRC R�03.7 +_ RE: PLANS RE: ELEVATIONS ' : : GRID ' FINISHED FLOOR ' GRID 4 _ � --', RE: PLANS e T.O. PLYWOOD CE L SE S ° LINE R-20 BLOWN IN CELLULOSE INSULATION SLO GRADE @ 10°o AWAY ,: ' -t , . -- - - . _. T.O. PLYWOOD LW E R-20 BLOW L W _ _. . .. . RE: SPEC FROM BUILDING PER SOILS —\ ` : . ' ' i RE. FL PL RE: SPEC N _..... IN ULO ULATION . . . _. . _ .. .___ .. t ' r , f1C. rLVVf\ rL/'11VJ _.. � OOR ANS . 2" INSULATION PANEL CONSISTING OF: 1 1/2" RIGID FOAM '� : f ' OAM U O 1 OD TOP INTERIOR INTERIOR . - GLUED TO 1/2" PLYWOOD TOP SHEET R-12.5 +/_. SCREW TO Z � ; a , ,; , � �_ F R-1 G+/ ED TSP /2 r __ .- -- - � - - - . . . RIGID " PLYWO EXTERIOR -� WALL W/ MIN. 4 SCREWS IN PATTERN SIMILAR TO NAIL � � - , . • - < . i-- - ' PATTERN REQ'D. FOR STRUCT. SHEATHING RE: SPEC. = I . • ° ' �- " -""' """'--"""""""" -""""' PRESSURE TREATED PLATE ' 4" CONC. SLAB ON GRADE WITH W I co 1 - : . a ' ° ` • s� ., -�- RIM JOIST RE: STRUCT I I STONE VENEER ATTACHED PER IRC FLOOR RADIANT HEAT SLOPE , � a . ' . a , ; PRESSURE TREATED WOOD LEDGER �s � R7037 � 4" CONC. SLAB ON GRADE WITH IN N _ FRY REGLET REVEAL BASE. �--�- o ! ' , . " ` ' INTERIOR -• t RE: ELEVATION AND SECTION FLOOR RADIANT HEAT r - PROVIDE DRMB-625-REVEAL WITH ---i- � < ° -�-- ' -� ! EXTERIOR '' FINISH FLOOR � , - ` g i - - RE: FLOOR PLANS AND SPEC o ;: ANODIZED FWISH i .. . ` a - « ; , � o 'FINISH FLOOR — a a . :.,e . JOIST HANGER +- N C. ON TH W : � ' , • a , FLOOR RDIAN EAT ` , e a � � ` FRY REGLET REVEAL BASE. PROVIDE DRMB- . 2" CONT. RIGID FOAM INSU�ATION `' RE: FLOOR PLANS AND SPEC I _ ; '" ' • • ' ' ' • . � - : PRESSURE TREATED PLATE <' - � IZED I IS , .. PANEL WITH BEVEL CUT ' ' /I - . . 625-REVEAL WITH ANOD F N H _ : : -- - 2" CONT. RIGID FOAM INS ION - — ' , ". � . ., , I) � � FINISH FLOOR � DOQR SILL SET IN BE6 OF SEALANT P �ELZS - �° ' '° ` e° . p . - I RE: FIOOR PLANS AND SPEC ; ;�, OVER COPPER FLASHWG I '" STONE VENEER ATTACHED PER IRC R7037 — - "- - o '" •� , a ' a . _ y , T.O . WAILL ? • y ` � � �J 2° CONT. RIGID FOAM INSULATION � _:. , . __ �..._. . .._ .._ - :. ,... . .._. ,: ,: �, . �_ �� T.O. SLAB T.O . SLAB ..__. .. . . ....... . . . .. .. ._ .. : : _ ... . ; , - .. . .e , - - - i-- - I PANEL WITH BEVEL CUT - SLOPE 1 /S . 1 0 . . . : . 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AND 2009 1RC R703.7 — — — , _ . - • � . � - < . ° „ d - <' _ - . . . F D 2X4 WALL _ . , - c ' ,,e. • - ^ a . . ' a . : ' ' , 'ad � . � ' � ' ' SO /�! . . . _ _ < ' . Q � iJj . . . . . . � . _ ' . c � a q . ' P �' URRE . . � � . e . ' a " ,.. :� dr . -, ' e , . . . • . ^ < • a . , , a: :, . =, "a? � �•_ ._ a --< , � - •- - - - - ° ' ' - — — " , a � = ' �- , FURRED2X4WALL . o a' , . n � .. , � :a � - , F , a , � - �iE: FL��R ���5 _ . , . , . : ����� �L < . �- . � _ _ . . . . . ♦ 6 � � - � . � . . . . . .. . i. � i � � O . . . . � I . 1 I _ n . , t . . . � - ( . : `a - OP g� : ��. _ a a t� Q . • . . .' p � _ . a . - .. U - " Z ' 7'- ' ° " a a _ a, - — — , ' _ i' , ' < a . 5(8" GWB • , •° ' °_• - -a• , i = _ _ . � i i � ' d . : ' . , . . . . � I i - - � � � . ,, . � . � .d ' • . . - . . . - � � � . . . . . . a " - . . � - � . . . - . ' .' $, y � c._ , n _ � . . . . . . � ,�. � . , a . , a . e- a ' . . . 1_ � . a- . P. o -< -. °' A . a � � � � ' : . . �- � . � O a . a . . . 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' " , , ;._ 2" RIGID INSULATION BOTTOM ALIGNS WITH ; ; . _ ' " , . - ' ' 2" RIGID INSULATION TOP ALIGNS WITH �� " ' - ° ° _ , � -- , , . . . , , •_ - :�::; 2 RIGID INSUTATION MIN. R-10 ; � '• a , _ - , ._ - ' I I I I ( I c I � . . � — — — a � • � � . — a � . . . . . . . . . . . . . _ — , ,_ < q , — ,. • : a - ,- ; � ": � EXTERIOR RIGID INSULATION , ; a a � , . • , ,:. ;EXTERIOR RIGID INSULATIQN . . : d a . . , e ._� . . . — . . . . � . . _._ � � � � � � — � � ) � � — " . a .� , .° ' _ :'.::::,' .:r: . :::-:: _`:.:-> ::: I . . . . � . . . . . . . . . . . . : � - ' � I . . . . . . . . . • . ;� • . . +- -- � _ � a —STEEL LEDGER RE: STRUCT. AND 2009 IRC R703.7 ` I I I � — _ _ _ — — ! '�, _ � a _ ' ' - e ' e • a E • n '+__ _ — I I I — I . I I — I I . . _ < •: . „- , ' , , , -- _CONCRETE FOUNDATION WALL _ ; •, . 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RIGID FOAM INSULATION - — — — . __ _ _ . . _ _ . _ _ . __ _ _ _ _ . , . _ . . . . . . . , . . . .. . , . . .__ _ _ � � � _ � - , 08/03/10 9. e � . . . . .. . . .. : . : . .. . . : : . . . .: : : . .: . . , c : :.. .. .. : . : : .: . .. . : . . . .: . . . .- . : , .. . . .. . . . - . . . .. . . . .: ... :: . .. ,. ..: . .. .: ,: :. . .. . : . .. ,. . . . ,.:, . , . , � . - ' ' . .. .. .._ . . . . . . .... . . .. . . . . .. . . . . . . .. . 9 . .: ... ,. .: :� .: .: . ,�.. ... .: : .. .. : .:.. , . : .: .. :. ... .. .. : .. .. : ..... .. .. : .. .. :. :.. .. .. : .. .. , d. .:: :. : : :: :,. . .. .:: . ,. . ... . . .. .:. . . .. . . ... . . .. ._ . . . ... , _ .. ... . . _. .. .. ... . � . _ V . � � � i �' . . . . . . . .. .. . .. . . . .. . . .. . . . _ .. . . . . . . .. . . :. . : - . : .. .. : :: . : . :.. .. . .-: . : .. : .. .. , . : .. : .. . . . . .. . . .. . . .. . .. . . . .. . . . . . .. . . .. .. . .. . . .. . . . .. . . .. �-.: .... .. . ...... . .. . .... .. .. . _ . .. , i � � 1 . . . . . . a . . . . .. .. . .. . . .. . .. . .. . . .. _ .. . .. . . _ .. .. e . .. , . .. . . .. . .. . , . . .. . _ . .. . . .. . _ . , .. . . . . . . . _. .. . .. . ... . .. . . . .. . .. . .. . .. .. . _ _ . _. .. . . .. . .. .. . .... .. . . , . � . . � � _ _ . :..:.�.: .:.,. .,..: ..,::... .. . ..:,:., . .:... .:. . � . - . . . . . . . , . .. . . ._ .. . .... .. . ... .. . ._. _ . _ . . . .._ _ . ._ . . . . . .... . .._ _ . .._ _ . ... . . . ... . .. . .. .. . __ .. . .... .. . . . . . _ _._ . .. . .. ..._. . .... . _ . . . . ._. . . . . . . . .._ _ ..._ . . . . . __. . . . . . , . . , i . , I I — — ° " _ _ . ._ . .. . .... . _ ._.. , _ . .... . .. ...... .. . ... . ._.._ . .. . .... . . . . . ... . .. ..... . .. . .._ . .__.. . .. . _.. . . . .. . _ . .... . .__.. . _ . . . .. . .._. . . _ . ._. .. .. . ... . . . . . .._. . . . . . .._ . .. . .._. , . i . .:�.:,��- ,.__., .:�.: ..-. ,.,:.. .. .. ... .. ...: .. . ... .. ,.., .. .. ... .. ..., .. ,. .. . .. .. .. .. . . � I , i , � . .... . . . . . .... . . . . . __ . . . . . .._ . . . . . .. . . . ._.. .. . . _ ..... _ . .. ._ .. .. . . .. .. . _ . . _ . ._ . . .._. _ . .. .... ... .. .. .. .._.. .. . .:.:.. .. . .. _ ...:: .: __:::.. , . i i � . � � . . . . - c . , - i - . . _ _.. . _ _.. _ . _ _. . . � . , i � , . . . ... . , .. . 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I . ( . . .. . . ._ . . � • � . . . . . . . . . _ . . . . . .. . . . . . . .. . . . . . . .. . . .. . . . . . . . . . .. . . . . . , .: . .. . . . _ ..:: . . . . :. :.. . ., :. . , .::. a . . . . :. .. : :. .. ., .::, .. .: ....: < . . . . . a , a . _ . . _ . _ .. . _ . _ .. . .. _ _ _ .. - . RE. SPEC. .. d � . L ..� .:.�I.:: :. . ..:... . . :. :..:� . .:... .. . : . . .::.. . .:::.. . ._... .. . d ... .:q . . ' :::.: .... .::: ...... _. : . . .:::.. .. . % ::.:.. .:. : c.. . ... . .:' .! a : ..: .: [ .:. . . . . . .. . . . .. :. .: . � . . . _ . .: . . :. . . . . . ... :. . . .. . ._ . . . .. . .. . . . _ .... .. . _ .. . .... _ ._ . . . .... . . _.. .. . ., .. - _ . . V� .: . .... .. . . .. .... .. .. . . . ._. _. . . . _ . ... .. . . W . _. ... . ... . .. . _. ... . . .. . ... _. _ . . . . . . .. . _ _ _ . . . . a . . . __ _ . ... .. . . a . . . ._. . . . ._ .. . . . . _.. . . . ... . . ._ . . ._ . . . . .._... . . . . ....._ . _.. . __.... . .. . . ... . . . _ .._. . . . ....._ . .... . _ _ . . ... . . . _ . . . ..... . . . .. .. .... . . .. .... . .. . .... . . . .. .... . . . .. ... . . . .. ... a _ _.. . .. .. .... . . . ._ _.. . . . .. .... . .. .. . . . I ._ . .: . ... . . _... _ . . . . ._ .. . . ..... .. . . . .. . ._. .. . . CONCRETE FOUNDATION FOOTER . _ . , _ _.. . _ CONCRETE FOUNDATION FOOTER __ . _ . _ . _ . ., _ , . .. _ _ .. _ _ . _ . _ _ . _ . . . .. . _ _. . � _ . , � _ . , _ _... ._ . .: . . ___ _. , : :... ._ .. .. , :_ : . ._ _,. . . _. ._ . . . , .:.. _ . _ _. _ ,.. . . _. . . . . _. , , _: . . :. . . . . .. . . . : .. _ . . _ �_ _ .. . , .: . . ... ...:: . . >. .. , .: . _ . . . . . _.. . _ . — — — — - , . . ... .. . _ . 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STRUCTURAL DRAWING5 W _. . _ .. _ _ _ . _ _ _ _. ._ . _ - . . . . . . . . : . . _ ,. , a . _ . . . . . .. ..... .. .. .... .. . . . .. .. ... . . . ..._ . . .. . .. . ._. ...,. _ ... .._ .. , ... .. ._ . . ..... _ . _ _ ._. . _ .... . .. _.. _._ . . d . . . ..._. . . _ .. .._ . . _ _.. . . . . . .. ._.. .... ..... . . . . . _ . . . .... . . . . . . . __. . .. _ . . .... . . . ... . . . ._. . . . _ a . . . .... . . _. . . .. _. . . ._ . . . . _ . ... . . .. _ . .. . . _ . .. . . _ . ... . . . _ . . _ __ .. . ._ _ . _.. .. . __. .. ._... . . „ . ... . .. . _ . .. .. _.. .._ .. . . . .... . ... .... .. . _. ... o _.. .. _ ._. ... .... .. . .. . .. . ... . . . . .. . . . . . .. . . . .. . . . . . .. . . . .. , . .. . . . .. . . . . . . , . . . _ .. . . . . . . .. . . . . . . . , . . . . . . . .. . . . . . . 1 . .... .. _... .._ .. _... ... . .. . _ _ ._ . .. . . .. ... ..... .. .. . .__ _ _. .... . _ ._ �. . . . . . .. . . . , .. . . . . .. . . . . . .. . . . . . .. . . . , . . _ . . . .. . . . . . _ . . . . . .. . . . . .. . . . . . .. .. . _ _ . ... . ._. .. . . ._ . ... _... . . ... _. .._. _ . .. . . .. ...... . . . . a . .._.... .. . . .._ . . .. . . ... . . d .. . , . . . . .. . . . . . . . ,. . . .. . . . . . . . . . . . . . . . .. . .. . _. .. . .. . . .. .. . .. . . _ _ . _ . . - . .. .. .. _ .. .. .. .. .. .. .. .. ., .. .. . . . .. . . .. . _ . . .. . . .. . . .. . . .. . . .. . . _. . . .. . . . . . .. . . .. . . ., . . .. . . .. . . .. . . .. . . .. . . .. . . . . _... .. .. . ... .. .. . . . _ .. . ... .. . , .. . . . . . r d . . .. .. . .... .. _ . . . ... . _ . _. ... . . . __. _. . `' . . � . .. . .. .. . . .. . .. .. . . .. . .. . . . . .. . .. .. . .. . .. .. . _ . _ _ . .. . _ _ . .. . . .. . . ... _ . . . .. . _.. . . . ., .. _ . _ . .. . . . ... . . . .... . .. . .. . . . ._ . . . . . ._ __ . . ._ . — __ . . ..... . . ...... . ..... . . ._ .. . . . . . ...... . . ..._ . .._ , x . . . . . .._.: . ._ ._ . _._. , . .. . . ..... . . . _. . .. .. . .... . . . .. . .... ._:. .. . .: .::.::. .. � e ... . . ... . . . . .. . . .. .. . . . _ . . .. .. . . ._ . . _.. a . .. . .. . . .. . ._ _ . ... . _. .. . ._ . . .. . _ . ... , . .__.__ . .. .._. .. . _ ... .. . .. .. ... _. _ _. . . .. _... .. . . . . ._ ....... ... __ _ _ .... t . ., .. .. ... . ._ .._... .. . . . _ ...... .... . .... . .. . __. .._ _ . ._ . . . ... . . .. . .. . ... . . .. . .. , _ . , . _ . .. . .. . . . .. , .. . . , a e . . . . . .. . .. . . .. . .. ._ . . _ . . . � .. . . . .. :.. .. . _... . . ..... . ._ . � � I . _ _.. _ _ . _ _ _ _. . _ . . _ _ _ __ _ . . _ _ __ _ . _ _ _. _. _ . . . _ _ _ ._ _ __ . _ _ _ ._ _ _ _ _ . . . . .. _ . . . . . . __ . . . . _ . . . . . _ _ . _ _ . _ .. . . _ _ _ . _ . _ _. . . 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CO RE E F NDATION OT R _ . _ , . . .... . . ... . . _. . . . ... . . __ . . . _ . a . . . ... . . .. _ . ... . _ _ . ... . ... . _ .. .. ... . . _ .... . . , .._ . ..... . . _._ . .. . ..._ _. .... a , . , a . _ . . _... ._ _ _ .. . _...._ . . .._. . .. . .. . ... . . . . .. . .. . . . . . .. . .. . . . ._ .. . ._ . . . _ . _ . . . _._ .. . . . ... � . . < . _ _ _ _ . __ _ . _ . . . _ _ __ _ . . .. . _ _ . _ . _ . . _ .. . _ _ _ _ _ _ __ . . _ _ . . < _ . , _ — _ � , Scale . _ . _ . — _. . . a _ . . _ .. cn _. . . . . __ . _ _. _ . . _ . . .. . . . . I I I I J I I _ . . _ _ . . , . .a .. . _... . .. .: _ _ _ .. .._ .. . . . . . . ._� , . . 4 . . .. .. . ..._ . . . . . ....... .. . _ . .. .1 . 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Q a . . , � . 4 .:.:.::. .. .. .: ..._� . . -:.-_, SO R OR OR . , a :. ,. . - ::.: : . ::::;:�.SEE SOIL REPORT FOR . . .. . .,.:..: . ..; .:.-.- ::. :.; :.. :.::,:.: >.;. . _ < .: a a _ . :.:- . ;.. ,:�.: . .' ;,:: � :;. . , - . . a a . p . � - — — - : . -i- �::3 . . . . _ a . .:. .. . . .:.. ..SEE IL EP TF . - 4 a. ,: . ::: .. . . . . . .. - ._ .. :_ _ .. . . _ .. : ::.. . . :. . :. : -� , . . . . _ , _ ;. - . . . ; .:, . ... . , .. ,_ . .. :.. < , - . , . . .. . , ... , . .: _. ... , .: . , .. ... : � ._ . , a . . , - , , 4 . . . - . . � � � � � � . _ , , . , � . � . . . , < . . . . . . — — ' - ... ,:. :.: ..:... .:. :.: . ... . � — — . _ . :.: .:.. : .:. :.::. :, -:.. : (n .. ..,.: . . .. .. . .:... . . . . _ .:_:, . . .: .,._:,., . _ - , , e _ . . .. _ .::.- .:: . ._:.. . .:. . ._.. .:,:. :. . :::.::: . :::::, , . . �. .: . .. .. . .. . ... .. .. . . .. ._ .. . . .. ... � . � _ r c . , : : ,.. ...: ,. . : . ::. :.. ,.. . e a u . . .... . .. : ....... . : :.:.. .: .:.. .. . . : .. .:.. . .: .: : :: . : ... .: . : : : ... .: .: . . . . , t4 aa . _ . . . — . . . :. :. . . ... .. :. . .: .: . : : . .: .. :. .: : . _ , . . , d - " .. . . . . - , I , :_ . . . .: .: .... _. .. _.::r- ..,: _:: .. . . a a . :. ..: ... . . :. .. .: ... . :.:: .: - e . . :. :.,. . . .. : .... , . : .. . .. : ... _ . . . . . :: .. , .. :., . :. : :. .:, :. .. :. .. . . . e' _ — . .. . .. . ,. .. . .. . . ::. 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' ' .' . � ' _ _ ' . , d � a , a Qe . � a ae , i. -: ` :.::.>._ '; _ . . . . . . ." ' . . . - . d . ' . � d ". . . a , a _ . . . . . :. ' . :.. ._ _.. .. .. .. , _a , . ,n ..::._ . � .a ..:-. ;.; _ , - . 1 :1 SLOPE AWAY FROM FOUNDATION � . � ' a , . _ ._ . . , a � . . . -. . . .::: ... . ... . �... : _ .. :: :.:: .:.. :,-;•� .. ....., .: .:. :., . , . _ > ,. _ . I . . � — ....:. :...:...::. . _:.,: „ . , . . . _ - _ . . .P . . . ' � ;::- ' � ": . . . ,.. . a _ " : o , c a . ., _ ' , d e . . _. . e ,, e . _ . . - - � . a ,; . . . ,. � , . . . d . . . . . . • dc � . a ,. .. . :...__ .. .:: . :... . >::r � � _ _ , . _ ' d � ,. . . . _ . . . - . . .� . . . . . , a . . . d _ . . . . . . . .. . . . . ' ' • - . . . a_ • - , ' _ U . . , a . . . .- . a . . ' - _ _ I :i <. : . .. ':. :: :,. :. ' ::.. . . a . a a . . . ._ . . . . . . . . . . . ._ . . ... . . _ . ... . , .. — ' - . a , . . . . � , a _ . - ,d, . � : . � _. _� -:. . . .. . . . . . . .: . n _ , a . . � � _ � "a " . 'b • : . _. - .<.. - � . , . . . . . . . _ _ e• - . �1.� , a . ' . . „. '...:_ � . �.::'. — � _ ^ - ` . . �1.� . .��.i... .,,,;' . . . . . - . - . � ;;. ::::;� . . . . p . ` ,.. ,. :... _ . . P , . . _ . � a . . � ._. .. ,. ., .. . . . . . _ . . . ._ . , . . . . . a , .. c — . . d . . , _ o . _ o ' ` ' - - ' . 1 :1 SLOPE AWAY FROM FOUNDATION n . . - _ _ . . . . . ;.:... . _.<. -� . . . • e - e . _ . a _ a � . _ . : .... . .. . .,. .. _ . . . , . . . . . o . - . a • _ . _ _ < < . . . a FOOTER PER SOILS ENGINEER - 2' . _ 2' , . _ , - . , . •_ . < . . _ , < , . _ . . . ; . ..,: — ;>;': , _ , _ . < . . _ . _ , : �a . � � � _ � — . _ , a , . — — . ' ' _ e _ , a . . - 9 . . ' . . /y . .. _ . _ . . .. . . . . .. � _ _ p . .'�.:� �� G, . . . . . :a _ _ . _ _ ; m e S " ' d , a - — _ , n • . . , a _ , d ' , ' 'a . . , . _ . , . . . . � . a a ' .. .. . .... .. ._. .. . i :":. ':....:: ': ..:t . .a . ... __ . . . , n . , . . ,. " . . , - ';.. � ' < . . . _ . . . _ .__ . _ . . _:. .. :. . .. . �.. , . . a . - � . ,,':.. . . . .: ...,. �. . ,. . . _ , . . , . . . . . . . ... . .. ,., - �� .d . � LL � . . � . _ . . . —v . . . . . . �. d • , . , , . < _ _. _ a FOOTER PER SOILS ENGINEER _ _ d .e _ . . a � _ a — a . . .. ..... : . . , �, r .n . . - � " . . . . d . • . . _.. .. ... ... . . . . . .... . . . . . A . • Q .. . .� .. . . . . . . . . . .:.. : ... ... _ .:: ': .... . ; . .. � . _ � c . . • . _ . � .. '_! ...:. . e � . . . . .. . ..... : . :... . . . . - • . . . . . , g , e . . . . . . .. . . _ . . .. . .. . . . . . a . . . o- 0 _ d ,a . . I:. . . :: . - .. . . , d . . . . . . . . . . . . . : . , .:. .:.: ' . o . ; ' , _ ' _ _ . ' . ° � n . -e " ' . • , : � . ; � . . . .,.: . � m . . .. :�. ;�:r _ _ _ . . , d a . . C � � . i — . �._ . , ::.' . . : . ... ' ° _ ' . . e : . , , ' . . ._: ... 1 . . . , . ., a e - � . . . . '. .. . : . ' . . . . ':,� ' :.:; " , e = � _ a � . . , a - _ ' , a ' .d ` . . _ _ _ � � . a . . . . . .. ". ':. .,�. : �:i, ' ::� :�: . � ' ' �_ _ . . _ a - . ' " . " d ' a . ' J � " : I • . . °'' _ d . . .. , d < . . . . . � . . ' " '., � ' . . , . . _ ....:. . _.. . _ � . . , o ' .e ` ; n .,, n` .- - • , . " _ ' _ " : M � — ' ( I I I . - , — j' . , a . . _ . . , .. . . .. : ':;':,. . . . _— t I I _ _ . , . .. . _ . . .. . ,. . '. . ` . . _ ;: . , �: .:.. - — _.:..'.. . .:.::: . _ — _ , . .. .. :... ., . . . .. . . _ _ . � . . � . . . . .. . v d .... . .. . . . . . . :.. . . . . . . . .. ..._. .. .. ..... .... , , . `�� � . a . , . . .. . _ . , . . . . . ., . pC pTpI '/'� . W . _ . .. . . . . . - d a ' . . � . , , a ' . .a - � , . . � � . � , a a _ . . � � . � . � . - . _ - , a , a . _ a' d . . 'd " - c ` � .. ' " •, " a _ _ .�_ ' _ _ d - , °- e . . a" . O G , p d " , c . a -- . . Q _ _ . . . - - �.. :- _ �-r- . Tr I . . . . - ° • . , a � A : a e d - . . . � ��+�n� �n�. �� . . � . _ _ : a e d - . , _ _ _ � I � � _ _ _ . . . _IIL. J 1 RVl'T. _ _ _ _ � . ' � _ a - . � • - " , d � . ' .!.: '::�:'.. "'`::u' . � . .. . .. . . . . . - � _ _ _ � � . — — — . . . . — — — — — — — . -- � � — — � . � — — , � � � � �� � M — — I I � IIIII ' < �' . _ — —RE. STRUCT — — — — — — -f--�-I- -f--F-i- -I-I-T -I-�-I- — — — — — — — — — — � _ — — — — — — — — — I I ' I I I I I . _ _ _ _ . � . . . . °. ., ' ' Q� . �a' , . . . ' " ea' _ a9 . ,� �" . , '� a � � . � ��. .. �i. . ' . . . . � t1-T -I-_�I��I—i--t--F 1--i--t- . . . � — :":;� . � . . . � � � . M � �.. � . . 'i — � — — I . . . . . — — — — — — — — — � . . . . . _ i i i i i . i � i . � i i _ i i i — i i i i i i — i i i _ i i i — i i i — i i i — i i _ i i i — i i i i i i — i i i i i i — i i i i i i — i i i _ � i i _ i i i — � i 1,+,, , I �. M,1 . . . . . . . . . . . . _ _ _ _ _ _ I I I I I . ' _ _ . . ° - Q e , . a ' , a ° ' n �d � " : ` . : ' :" " , �a — — . ... _ `;� ' . � . . . .. . . . ('7 . � . . F un� n D t il L w r L v I tru t r I - #te� ' � — — — — P . D ' ' t �a�i� _ . _ _ : a a a . . . � , _. , o a o e a a�o e e e� c u a _ ��'� �_ ��*'� � �t� �_��� � — — — — — — otm�d�'�orr �tarl- � � � g-o�l - . — — � F n ti t il Low r L v I P ti D r Slab Condition Foundation Wall T . Found� I — — � � • � � � ou da on De a@ e e e a o 00 � � N `' 1 1 /2° = 1 '-0° 4 1 1 /2" = 1 '-0" `' 1 1 /2° = 1 '-0" ` 1 1 /2" = 1 '-0" � 1 1 /2" = 1 '-0° — — — — — — — �, � � ; } + � � � cr� . z GRID � LINE U GRID cwn LINE GRID .... �' � ' �. • Q' - '� " LINE S --iRE: SECTIONS / RCP Z -� 2 COPPER GUTTER AND � p, � ,, RE: SECTION � /I-' DOWN SPOUT RE: a ROOF PLAN L � 8X8 DOUG FIR STRUT RE: STRUCL LL COPPER FLASHING WITH DRIP . . EXTERIOR INTERIOR � � 8X8 DOUG FIR STRUT RE: STRUCT. - - O EDGE ; ' 6" STONE VENEER e ' - VERTICAL CEDAR SIDING -t... � - • . „ ' _ ' ; � �. . • ' _ � � 2X8 CEDAR FASCIA AT 2: 12 ROOFS ' 1X6 � I � --- 30# BUILDING PAPER EXCEPT � , e : _ -� �,j,� / ' ' ° • � PANELCONSISTINGOF 112" , - PROVIDE W.P. MEMBRANE 3'-D" a . • ' . �� 6" STONE VENEER -- 2" INSULATION ! , �I - - 30# BUILDING PAPER EXCEPT '� - ABOVE GRADE, UP WALL AT ROOF I __ __ i ` " ' . ' , , ' 9, . - ., = LUED TO 1!2 PLYWOOD TOP SYNTHETIC SHAKE ROOF �, , a • _ , PROVIDE W.P. MEMBRANE 3'-0" _ _ 5 +/_. SCREW TO WALL W/ MIN. 4 , AND DECK LOCATIONS - , , , , . I I � --- ', SHE6T RA12. RE: SPEC ABOVE GRADE, UP WALL AT ROOF � � � EXTERIOR I , �, INTERIOR ' , ' ' - ' : • " � • ' I � SCREWS IN PATTERN SIMILAR TO NAIL PATTERN �,/ ' / - � , - � a , • AND DECK LOCATIONS - - --- � REQ'D. FOR STRUCT. SHEATHING RE: SPEC. ICE AND WATER SHIELD OVER METAL US M81I OIIIV: P . O. BOX 2�7$ -� -- � _ KNIFE PLATE RE: STRUCT EXTERIOR I - --- - e , , "' INTERIOR LAG BOLT STRUT TO BLOCKWG RE: STRUCT. ' � � Physical / Fedex: 210 Edwards � - ° ' ;°, a • � - , • � F�ASHINGPROVIDE50% OVERLAP "I-' HSS COLUMN RE: STRUCT. ___ __ * , . - , , KNIFE PLATE RE: STRUCT � DOUBLE LAYER) FOR FIRST 4' UP r � _ � � e _. � e ' ' ' I AIR INFILTRATION BARRIER LAPS OVER � �� J FROM ROOF EAVE VI��Bg@ B�VC� , Bidg A Suite A103 � _._ ____ THROUGH BOLTS RE: STRUCT. � < , � < ; •, ,p" ; - FLASHWG ABOVE STONE /� ECIW81'C�S, COIOf8C�0 S 'I 63Z-Z37S , ` " " THROUGH BOLTS RE: STRUCT. ` I --- ,� 3.5" CONTINUOUS RIGID FOAM INSULATION �Q7d� gZ6 430 � , Fax: 926 4364 j . . _r. _. . . ., , _ _ I _ � ,. I�'� • , .' a , '° < . . � i i PANEL R-17.5 +l- OR 2X4 SLEEPERS f18f1S(C�b@fq�Ulld81"Chlt@CtS.COYYt BASE PLATE WELDED TO HSS FLASHING EXTENDS UP BEHIND AIR I !---" - - ° - :° � � ' - � - INFILTRATION BARRIER MIN. 4' ND TENDS � RE: SPEC � COLUMN RE: STRUCT. I � � � , a , BASE PIATE EXPANSION BOLTED TO OUT OVER STONE OUT MIN. 3" A EX ' ��, SNOWCLIPS THROUGHOUT SHINGLE wWW ` befglUllC�BfCllit@CtS.COt71 � , � - _ ,a ', ,� - . I, . � --- - ' � ., a ' ^ ; a � a _ + B • , CONC E STRU . -- ROOF RE: SPE . I ' 2" INSULRTION PANEL CONSISTING OF: 1 1/2" A a . ENTIRE 5" C V TY FILLED n 1/2" EXT. GRADE PLYWOOD SHEATHWG / C � � � 1/2" PLYWOOD I � • RIGID FOAM GLUED TO 1/2" PLYWOOD TOP _. . WITH CELLULOSE -- _ RE. STRUCT. e ' � 2X6 DOUG-FIR DECKING - SHEET R-12.5 +/_. SCREW TO WALL W/ MIN. 4 � - , - . _ INSULATION � - SCREWS IN PATiERN SIMILAR TO NAIL PATTERN , • , - - ° ' � ,� � a ° t - REQ'D. FOR STRUCT. SHEATHING RE: SPEC. _ � a ° ` " - I ' < ' a , � PROVIDE BLOCKING RE: STRUCT. � I � ,' 1!2" EXT. GRADEPLYWOODSHEATHING ,� � p ° , a • �. 'o FURRED WA --'--'-- � / � � �--- - - - t ' . • �- � / 4X8 ROUGH SAWN DOUG-FIR , 2X4 LL - � }- ' RE: STRUCT. � � I � � a , . , < ', . . ,, 5/8" GWB - -e- 2X6 FRAMWG WITH R-20 BLOWN IN J RAFTER i " � , _ < � ° �� ; a •' _ - CELWL6SE INSULATION ' . -i 2X6 FRAMING WITH R-20 BLOWN IN ,:� � - - - , . ' • " : °,- ' 1 1!2" SPACE BETWEEN I _ _ = ; J I � n CELLULOSE INSULATION � , a . ; `, �: , ' CONCRETE AND FRAMihlG " GWB � . , 5/8" /� /� , --i"- = I � . a . . a' � s�a , - . � : I -- --- � J ' 8X12 DOUG-FIR BEAM RE: STRUCT. ' � -° � � , _„d . � - , ` , 30# BUILDING PAPER EXCEPT PROVIdE O� - 3 1 /Z° I � ; 5/8" GWB Q , - . < g" CONC. WALL - W.P. MEMBRANE 3,_0�� ABOVE GRADE , "i'- - PROVIDE BLOCKING Fl5 iVECESSARY I - � � % � ° -, ° � • - ; UP WALL@ ROQF AND DECK � ! ; 0` - 3 1 (2" � , , - • . : : , - CATI6NS �� REBAR DRIVEN Ih1Td BEAM ARID STRUT , . . , - ' ' '��' -- -- . - . �., . °, - 2" RIGID INSULATION M -16 ' � APPROX. 2" THICK STONE CAP WITH , �� -.a 5 '` a : - - , RE: STRUCT. � . •- , ,. _ TOP SLOPEd. EXTENDS BEYdND � � _ _ APPROX. 1 " � LAGBOLTS RE: STRUCT P 6„ STQNE VENEER - I � ��rut #o UV�II �t�r� r� ��tic�n � �t�e9 ��I �ar� r� 1 � ��r�t tc� VVall C�r� �ecti� r� �ton � �l� r� �er ���� _ q +^� ,{ �} 8X8 DOUG FIR STRUT RE: STRUCT. '�. � � 1 � �Gle � "� ev�^yec : . � . � . 1 B �2er � � sm��e . . . � . � . � � . . � � � . . � . . . .. � . . . � � � . � � � . � � ' lj 5" SEAMLESS COPPER GUnER WITH L W E DOW N SPOUTS WORKING POWT RE: ROOF PLANS FOR LOCATIONS �� -- - COPPER DRIP EDGE FLASHING � RE: ROOF PLAN O - 2X8 FASCIA DRIP FLASHING dVER 2X8 FASCIA � � Strut to Wall Connetion Wood Sidin�ry W � � ALL STANDING SEAM ROOFS PROTECTED THROUGHOUT PROVIDE 5/8" TYPE X GYP SHEATHING � y r1 �'� WITH SNOW FENCES PER MANF. RECOMMENDATIONS OVER 2X DECKING ! PLYWOOD WITHIN 4' '� '� �`Z° _ '� �-Q° � � . ` 1 �'�' � PER ROOF PITCH AND SNOW LOADS OF PROPERTY LW E PER SECTION 302.22 � ■ � � '�� - i- ; - -i- � : + WHICH ALLOWS 1 LAYER OF 5/8" TYPE X �.� "'�� ' ' { STANDING SEAM COPPER ROOF GYP. SHEATHING W LEAU OF PARAPEL �+ p �+ + /� � i �� �'►- �. , ' -t -�:t- '_L' _ ._ _ f , ` 2X12 RAFTER 24" O.C. WITH R-47.5 ,�7RI � Jh � n � e R��f EC�Ve �7trut l�� nd �t�� n � �� '�� � , ' � `' RE: SPEC SYNTHETIC SHAKE ROOF 1 '3 g � � ' � ' ' � ; _ +/_ BLOWN IN E LLULOSE INSULATION LINE RE: SPEC � 1 112�� _ � !-O�� ; i i i i I ; 1/2" PLYWOOD SHEATHING � � t i i I ! � _, , , - , • ' � � , RE: STRUCT.lSPEC. I � - -- -t-1-' . • , - .. , . . . . . . . ; � , , . . . . � � � ■ , - , , •• •' , J � - 4" INSULATION PANEL WITH 1/2" PLYWOOD SHEATHING 4" INSULATION PANEL WITH 1/2" _ , , - - GLUED TO 3.5" CONTINUOUS RIGID FOAM INSULATION � PLYWOOD SHEATHING GLUED TO � � • '' � � � PANEI R-17.5 +/_ - 3.5" CONTINUOUS RIGID FOAM ! � / '• - - - - - - �NT DRIP FLASHING OVER 2X8 CIA i t/ ' . RE: SPEC INSULATION PANEL R-17.5 +1- 5� � t i � i � ��. ��.-,. - -. VYCOR ICE AND WATER SHIELD - PROVIDE DOUBLE I � � i ' i I � : � i i � i GR � iHrvuirv� aeHm wrrtrt Kvvr �� • . LAYER (50% OVERLAP} FOR FIRST 4' dF ROOF � I : i � i i i i i � , ! ! � � STANDING SEAM COPPER RIDGE CAP RE: SPEC � � - ABOVE EAVE � , i i ; � � LINE - , , � � , . ` . . . . . . . .... . . .. � _ - - - - - - 1/2" PLYWOOD SHEATHING �4 . RE: SPEC ..,,. . . , , • ' . . ' � - _ _ - •: - • . -� � T.O. PLATE 5 . _ : _ - ` � , _,.,.. "' '"° -�. ,�, � V � .�-- _ 2X6 T�G SOFFIT � , I , , �.,,� 4" INSULATION PANEL WITH 1/2" PLYWOOD SHEATHING � � . RE: ELEVS AND SECTIONS ' '� ' :, i `"` GLUED TO 3.5" CONTINUOUS RIGID FOAM INSULATION : • - 4XS RAFTER TAI� ATTACHED T0 "°� i �. - . -- - -- - _ � __ _ � � - � � , �''� ---- - -t - � - - ---�--- ��" � �� PANEL R 17.5 +/_ , � 1 ; WOOD RAFTERS @ 48" O.C. . � ; ; . ; � -!� ! � -� STANDING SEAM COPPER ROOF RE: SPEC ;, 2X BLOCKWG PER STRUCTURAL ' � , - RE: STRUCTURAL DRAWINGS � ' ; ! � RE: SPEC � � , , . - . . : � • : . � � i � . � � , PLYWOOD BLOCKING ; ; , � : , - - ---- - --- - ---- - - --- --�- - � -t-- -- - - --� -� -;- - - � - - - - - - - 30 # FELT I t , ` ' i ' s '� . DRAWINGS _ : _ -� + ---- --�- -- � +- - -+ ' ; I I . � . � . . . ._ : . . •_ . . . . . . . . � � � . . � . . . . . . _ - . . � � . ; ; ' . � ' ' ' � . � i ; � . . � . . . � � � . � . , � � , ; 4" INSULATIdN PANEL WITH 1!2" PLYWOOD SHEATHING � � , -'-' --" - -.._ ..._, i � . . . . � . . . . � . . .d�° . . --a-__ _ _ ___ _ � : � .� � _ - _ __ ' ' ' . . . . . _ . - 30 # FELT UNDERLAYMENT ,, i 1 1/2" RIGID FOAM PANEL - - GLUED TO 3.5" CONTINUOUS RIGID FOAM INSULATION ' �t- - ' ` -''-'i '. GLUED TO 1!2" PLYWOOD TQP PANEL R-17.5 +1- ..:- :. .• . . � '- - - -- � ' 1/2" PLYWOOD SNEATHWG - _ ° =... . 2X6 T&G SOFFIT . ' ; I „ SHEET R-12.5 +/- RE: SPEC. RE: SPEC - - , - -� 5/8" TYPE X GWB SHEATHING OVER i : : r � - ' ° '. � • VYCOR ICE AND WATER SHIELD - ' � 4X8 RAFTER TAIL ATTACHED TO PLYWOOD @ ALL WALLS WITHIN 5' OF .- � . • 41 PROPERTY LINE PER UL305 � � _ 4X8 WOOD BARGE RAFTER RE: CONTINUOUS @ ROOF AND OVER RIDGE I WOOD RAFTERS @ 48" O.C: .,,.: _.- ` - --- � � � ELEVATIONS AND STRUCTURAL FOR RE: SPEC , RE: STRUCTURAL DRAWINGS 4X8 RAFTER TAILS ATTACHED TO � � ' . ._ , _ ' ` , , . . _ _ . _ , . `= . ' • _ LOCATION AND LAYOUT. PRpVIDE � - � _ W60D RAFTERS @ 32" O.C. ik, '1 BIRDSMOUTH CUT AT SNQULDER BEAM 2X12 RAFTER @ 24" O.G WITH R-47.5 " -" PLYWOOD BLOCKWG _., � • 2" INSULATION PANEL CO�lSISTING OF: 1 1f2" . . • -- +!- BLOWN W CELLULOSE INSULATION - ; RE: RCP , , AND RIDGE BEAM RE: ELEVATIONS. : : c � _' RE: STRUCT./SPEC. _ , 2X6 V-GROOVE DOUG-FIR T&G ' e- ; �, 2X4 BLOCKING : -� -- � �, RIGId FOAM GLUED TO 1t2" PLYW60d TOP � ,� DECKING @ ALL SOFFITS ' : ! SHEET R-12.5 +1-. SCREW TO WALL W/ MIN. 4 _ � o � � � - ,. � Y T BLKG R RUCT I i RN r E: ST SCREWS IN PATTERPd SIMILAR Td PdAIL PATTE r ` ' � 1 1(2" INSULATION PANEL CONSISTING OF: 1 " _F_: QUT LdOKER SHOULDER 1 RIDGE BEAP�i ,�„o.� , - - ...,,,�, C6� I � ' � ' ` � i . SEE ELEVATIONS AND STRUCTURAL FOR T. � �TEEL BEAM ' • ' -• ! ! REQ'D. FOR STRUCT. SHEATHING RE: SPEC. - - i i I ' i � i � , . RIGID FOAM GWED TO 1/2" PLYWOOD TOP � _ - - _ -� ; --r -+ -r- = _, SHEET R-8.3 +1-. SCREW T6 WALL W( MIN. 4 � � ' SIZING AND LOCATI6NS RE: ELEVATIOM1IS ' _� _°'°' . -. + -- -�-- ' - -�- , . , , � , . ' , ,, I . . +-'t--- - �- � = �- -' -- �-; -?- - -T- -; SCREWS IN PATiERN SIMILAR Td NAIL - -- � WOOD SIDWG �E : ELEVS /�{VD � EC�..TIO�I� -�-� � - "�- I k - _ NAILING PLA7E f2E: STRUCT. � ; 4X8 WOOD BARGE RAFTER RE. - - - - - - - - - - - - - PATTERN REQ'6. F6R STRUCT. SHEATHiNG RE � RE: ELEVATIONS F6R LOCATIONS AND � � - ELEVATIONS AND STRUC7URAL FOR LOCATION AND LAYOUT. ATTACHES SPEC. TYPE TO SOLID BL6CKING RE: STftUCT. - - W06D SIDING 5/$" TYPE X GWB CdN71NU0US FdRM ' ' - 2X4 BLOCKING 1/2" PLYWOOD SHEATHING -� ' FOUNdATION TQ B.O. ROOF SHEATHING � �RE: ELEVATj6h4 FOR LOCATIQ "'S AND WITNIN 5' OF PR6PERTY LINE PER UL 305 I - . ' . � . . � � � � � . . . � � ( � 4r ` � . � �. . . . . � . . . . . . � . . � . . . i _ . . . . . . � WOOD SIDWG STEEL RIDGE I-BEAM RE: STRUCT. ! _ RE: ELEVATIONS FOR LQCATIONS PROVIDE 5/$" TYPE X GYP SHEATHING i - OVER 2X DECKING / PLYWOOD WITHIN 4' --•- � _� AND TYPE OF PROPERTY LINE PER IRC SECTION , i 3D22.2 WHICH ALLOWS 1 LAYER OF 5/8" - nPEX �YP. SHE^TH�N� �N �EA� oF Upper Roof Rake Detail within 5' of Property Upper Roof Ridge Detail a�7 Standing Seam - PARAPET. * � _, . . ._ . . •. . . . _ . . . _ �_ _ � : � . : ,. , " N�o FR � Line / Party Wall � Roof . : . . . - - - � � . ; _ FOUNDATION TO B.O. ROOF SHEATHWG � 1 1 /2n = � ��Vn � � � I2�� _ � �-O�� WITHIN 5' OF PROPERTY LINE PER UL 305 � - 5�, SEAMLESS COPPER GUTTER W ITH L I N E DOW N SPOUTS WORKING POINT RE: ROOF PLANS FOR LOCATIONS + �+ COPPERDRIPEDGEFLASHING Upper ROOf RC� ke Detall @ SLaC�dIC�g JeCaCT� REVISION Upper Roof Eave Detail within 5' ofProperty RE: RooFP�aN ZXBFAS��A � Roof w/ Wood Siding � Line / Party Wall � � 1 1 /2" = 1 '-0° Re��s�on � � ,q i� � �� ALL STANDING SEAM ROOFS PROTECTED THROUGHOUT NO. D2SCfI�JtlOtl Revision Date I � �2 = � -O O '� �.. �"" WITH SNOW FENCES PER MANF. RECOMMENDATIONS - DRIP FLASHWG OVER 2X8 FASCIA � +--- -i f.. ._I PER ROOF PITCH AND SNOW lOADS ,� .►� �. � . _ a�►- ""`� � t- - f � - STANDING SEAM COPPER ROOF GRID SYNTHETIC SHAKE ROOF DRIPFLASHWGOVER2X8FASCIA _ _,�,. �� , - -+- -�-f�-- I -- - - t �-- - 1 -+-- � +-- --- � RE: SPEC LINE RE: SPEC �.� �- � j , i ! � ; "�� 2X12 RAFTER @ 24" O.C. WITH R-47.5 -- 1/2" P�vwoo� sNEarHiN� REVISED BUILDING PERMIT SET GRID STANDING SEAM COPPER ROOF ; i � � � � i ; i � +/_ BLOWN IN CELLULOSE INSULATION OH/OrJ� � O RE: SPEC : 'I fi -I - -.I _ �; .. -�- -- -� . '� � ,;.t ` RE: STRUCT./SPEC. 4" INSULATION PANEL WITH 1!2" LINE ._� ; . .. � _ '"� , 4" INSULATION PANEL WITH 1f2" PLYWOOD SHEATHWG PLYWOOD SHEATHING GLUED TO 1/2" PLYWOOD SHEATHING ' t"" " ' " ' , � - � � � � � � � 3.5" CONTINUOUS RIGID FOAM CHANGES ARE SHOWN -t- ' � t ' GLUED TO 3.5° CONTINUQUS RIGID FOAM INSULATION � ' INSULATION PANEL R-17.5 +/- 4" INSULATION PANEL WITH 1/2" PLYWOOD SHEATHING / '� 1 ' " PANEL R-1Z5 +/_ • - .. , BUBBLED GLUED Td 3.5" CONTINUOUS RIGID FOAM WSULATION �J ' - - • RE: SPEC - PRE MANUFACTURED �--I - -r -�- --- -+ --i-- --r-- --- . �- .-- i -- --- - - ---- --i--. -+ � -- y -- --- --',r RE: SPEC . . . � � � . . � � . . . . , � i i . ; � j i � . i . . . � . � . PANEL R-17.5 +/- /� SYNTHETIC SHAKE CAP i ' , . - °���� = � �' � � � � RE: SPEC VYCOR ICE AND WATER SHIELD - PROVIDE DOUBLE - ' �/' � ` : ; , � � , � � � ; ; � � ; EVISED FIRE �ATED RO�F ' : ' ; , , i i i , � _ - LAYER 50% OVERLAP) FOR FIRST4' OF ROOF ---- - --- -- -�t -I- -7 ' -- -I. _ - - �-- --- `- -- --- --- -i t ' �- - --'t EAVE ASSEMBLY ( t f -� -- � ---�-i-- -•_ , . �_ :-- + -_ ' + '-- - ABOVE EAVE c ; .. . . . . . . . . . .. � . .. . .. � � � ; -1 . -7-- � - -- �-- - i ' . . . . . . . . . . � : . . . . . . . . . . ... � . .. � . � � . � . . . . ' a . . � . - - � � . . � . . . . . . . . .�. . . . .. . . . . . � . . .. . � � -' -!-� -- - -F-- -i - � i-� i -� -- - -t - f ± �--- --- RE: SPEC � � i � - -- � 2X6 T&G SOFFIT � � ' ` ' ', , 2X6 T&G SOFFIT - ,�.�-- _ „ - - T. O. PLATE � ' i �-- --�-- � SYNTHETIC SHAKE ROOF -! , -; � - '- -� -- -- -�-- � � - - -- � � --- - - -- � � AdDED DETAILS ��'_ I� .. � . , . . , � .. ;_ � - � r ; , � , ` RE: SPEC --- 4X8 RAFTER TAI� ATTACHED TO ' , _ RE : ELEVS lqt�ID SECTIONS i-- - I , �'`� .-� ---+- - WOOD RAFTERS @ 48" O.C. .. ;. � - - - - ' % � � - --' � --"- - ' - � 4" INSULATION PANELVVITH 1/2" I � � , � RE: STRUCTURAL DRAWINGS � - 2X BLOCKWG PER STRUCTURAL "� � ; � � �00�UOUTHING GLUED TO Pl : 4X8 RAFTER TAIL ATTACHED TO - -- _ DRAWINGS � � ; - ---� --- - -L- .-� __ � -�. ...- � +- - . � 3.5" C S RIGID FOAM - PLYVJOOD BLOCKING +_ , � � �q 1--- ---; I WSULATION PANEL R-17.5 +6 ; WOOD RAFTERS @ 48' O.C. • � I- RE: STRUCTURAL DRAW WGS . _ , I : RE: SPEC -' - ' _ ' � -- � -I__ _ ; ' 1 1 /2" RIGID FOAM PANEL ; �- . .-•---- -- ' -1 GLUED TO 1t2" PLYWOOD TOP �- _ 30 # FELT UNdERLAYMENT � � i : PLYWOOD BLOCKING ; I � ' ; SHEET R-12. 5 +l- RE: SPEG � • 1!2" PLYWOOD SHEATHING , ' : ' 3d # FE�T _ .._� ' ! 2" INSULATION PANEL CONSISTING OF: 1 1!2" : �--- --k--- _ '_t" '_'r � ' RIGID FOAM GLUED TO 1t2" PLYWOOD TOP • ' SHEET R-12.5 +/_, SCREW TO WALL W/ MIN. 4 ' 4X8 WOOD BARGE RAFTER RE: ! { SCREWS IN PATTERN SIMILAR TO NAI� PATTERN ICE AND WATER SNIE�D - CONTINUOUS I - - - - � ELEVATIONS AND STRUCTURAL F4R -,- : , ' •, . , . , ., ,. - . � � REQ'D. FOR STRUCT. SHEATNING RE: SPEC. „ @ ROOF AND OVER RIDGE . "� � - ' " - - - - LOCATION AND LAYQUT. PROVIDE � - -- - 4X8 RAFTER TAILS ATTACHED Td RE: SPEC - . I BIRDSMOUTH CUT AT SHOULDER BEAM I - -- WOOD RAFTERS @ 32" O.C. AND RIDGE BEAM RE: ELEVATIONS. � , , ,_ , _ . •, , , , . _ _ . , .� . , _ 4X8 WOOD BARGE RAFTER RE: _ _ r RE: RCP 2X12 RAFTER @ 24" O.C. WITH R-47.5 - � : ELEVATION5 AND STRUCTURAL FOR ' +/- BLOWN IN CELLULOSE INSULATION � I LOCATION AND LAYOUT. ATTACHES • 2X6 V-GROOVE DOUG-FIR T&G ' 2X4 BLOCKING � - DECKING @ ALL SOFFITS RE: STRUCT.lSPEC. I � , TO SOLID BLOCKING RE: STRUCT. _ • • CONT.BLKG. RE: STRUCT. - . OUT LOOKER SHOULDER 1 RIDGE BEAM � T.O. STEEL BEAM . , _ _ • y ; I , SEE ELEVATIONS AND STRUCTURAL FOR - 2" INSULATION PANEL CONSISTING OF: 1 1/2" • ' - ; SIZING AND LOCATIONS RE: ELEVATIONS -- �-- ; 2X4 BLOCKING - .� " -- - '- � - �- RIGID FOAM GLUED TO 1/2" PLYWOOD TOP RE: ELEVS AND SECTIONS / ' - � - • , <� - - , , : _, SHEET R-12.5 +f-. SCREW TO WALL W/ MIN. 4 . SCREWS IN PATTERN SIMItAR TO NAIL PATTERN . � - ' WOOD SIDING � STONE VENEER SIDING - - REQ'D. FOR STRUCT. SHEATHING RE: SPEC. RE: ELEVATIONS FOR LOCATIONS AND _ . . . , , . RE: ELEVATIONS FOR LOCATIONS AND - , , - � NAILING PLATE RE: STRUCT. TYPE . •. TYPE : : , _ , • _ • � -. i 0' - 3° :: ; WOOD SIDING -- s , ._ RE: ELEVATIONS FOR LOCATIONS AND � • - TYPE - 1/2" PLYWOOD SHEATHING STEEL RIDGE I-BEAM RE: STRUCL Upper Roof Eave Detail @ Standing Seam � Roof n TYpical Upper Roof Ridge Detail n TYpical Upper Roof Rake Detail U 1 1 /2° = 1 '-0° 1 1 /2" = 1 ' .-0.. '' 1 1 /2" = 1 '-0" � � �; .� GRID Upper Roof Rake Detail @ Standing Seam ` � Ri � � uNE : Q Rvvf vrr Olvna `v'onavr , LIIVG 5" SEAMLESS COPPER GUTTER WITH � 1 1 /2" = 1 '_0° 5" SEAMLESS TRANSFER COPPER GUTTER RE: ROOF PLAN I SECTIONS DOWN SPOUTS ;- RE: ROOF PLANS FOR LOCATIONS = RE: ROOF PLANS FOR LOCATIONS � RE: ROdF PLAN / SECTIONS ,� 2 COPPER DRIP EDGE FLASHING ,� 2 COPPER DRIP EDGE FLASHING 2 . rJ � � , 2X8 WOOD FASCIA W/ KERF CUTS 5" SEAMLESS COPPER GUTTER WITH 0' - 7 7116 2 •5 � 2X8 WOOD FASCIA W/ KERF CUTS ALL STANDING SEAM ROOFS TO BE PROTECTED � LINE DOWN SPOUTS THROUGHOUT WITH SNOW FENCES PER MANF. WORKING POINT RE: ROOF PLANS FOR LOCATIONS �� _ 3�� SEALANT ALl STANDING SEAM ROOFS TO BE COVERED IN �� �..� RECOMMENDATIONS PER ROOF PITCH AND SNOW FENCES PER MANF. RECOMMENDATIONS SNOW LOADS RE : ROOF PLAN � , STANDING SEAM COPPER RIDGE CAP - --- - ' . . 2X12 WOOD SUB-FASCIA W/ KERF CUTS 2X12 WOOD SUB-FASCIA W/ KERF CUTS „i� "�� - � � i , � ' COPPER DRIP EDGE FLASHING �I2 � 2 � � � o � _ - � � � � � _ � o � � _ -- -- a - - - -- + _- ` _ SE PER ROO I ��� � : . STANDING AM COP F j , � Z .S ° � 2 .5 . - < °'O� - --+- --� -�- i_ '-�- + ' - --- -+- RE: SPEC , , , ; -� �.. ,`� � , � ; : � , ' ' � STANDING SEAM COPPER ROOF � , � ! i � � i i ; ; � � i � , '- ; i ; VYCOR ICE AND WATER SHIELD - PROVIDE - -- - -;-- 2X8 FASCIA - ` - - -- ' •- �- --± -t- -- ' + --•- -� �- - -�- -,- t-- -- -- - - - - ."i ' . ' , . ; i � -- RE: SPEC �...� � i � o �/ , � - - ' �,+ '`� , i , �" ,.,�,� _.. i � ! � : � ; ' : I , i i �- I I i c ! : i ? � i T - - - � � - - l � � -- � ' - - DOUBLE LAYER (50 /o OVERLAP) FOR FIRST + . . . . . -E r I i - . . . . � " � . . � � � . . . . - - -- -- ---- - - - . . . . . . . . . �,.► , -'- --!-- - a...e : i I ' � ' I i ! i � VYCOR ICE AND WATER SHIELD - PROVIDE ,.+�� �- � ` ' f' ! �� , -' � � � 4' OF ROOF ABOVE EAVE i � SYNTHETIC SHAKE ROOF _� �„►� � � ; i i "'��. o_ STANDING SEAM COPPER ROOF ' ' i i � � � � I ! i DOUBLE LAYER (50% OVERLAP) FOR FIRST 4' `s "�'� I I i ; � � ' ' ` ' : i RE: SPEC . i RE: SPEC ' ' ' . . . �� i ' I ; i i I � I i ; t � I i ! � ! i i . . . . . //' i � I i � i � I � I j � `•�.. RE: SPEC i j i : ' I I � ; I i ' I I � OF ROOF ABOVE EAVE �� _ k ' _I_ � � � - - � - -- -' � � - --- � I ' ,.�' i j i � � ! , ! , ' ± 3 � ; j ; � WCOR ICE AND WATER SHIELD - CONT. " ` � I i ' I � I i ! , f ' � � E RE: SPEC '�O t i I ; , 1/2" PLYWOOD G�UED TO TOP LAYER OF � ' , .. � ' � i - t - � � i , { I 3° CONTINUOUS RIGID FOAM . . . , i i . I � . . . . � .. . , . , , ; � i i . . � � � OVERRIDGE .. . � � ! � i-- --�--- -'- - - - ---4-- -�--� ' -- - - ' � � . . � f � T � - - - � �- - I . . . . . . . „ . , � � i '; i i 2X12 RAFTER @ 24" O.C. WITH R�7.5 i- - � -- i _ � i _ � � ' I ' � : � : i i t _f_ F 1 I � i �` i i � � � � 1/2" PLYWOOD GLUED TO TOP LAYER OF I � i - -7- i � - - � - 7-- WSULATION PANEL R-15 +1- ' � -I -- --� - �--- -- i � --t , RE: SPEC ' . ' � - - - - - � y ,/' j i � , +l- BLOWN W CELLULOSE INSULATION j ! I I � , ~ , i I � ' i ; � i ; i I I ` . ". - ' - � - - � i � ; _�_ � , , � 3" CONTINUOUS RIGID FOAM i � ' , � - ! � , t � RE: SPEC s;;: � � , � , ' - E O RE: STRUCTJSPEC. ' ; I � ' j � ; , ; ; ; :-. ' - - - i i ' ` ` 1 . i � I INSULATION PANEL R-15 +/- _ .' -, ' � - - � � - - - -- - ' - -- 3 3" CONTINUOUS RIGID FOAM ' g `� � ; i _ � I , --r - f- ' - , � � i � - - -f � , ; ; � � � 1/2" PLYWOOD GLUED TO TOP LAYER OF ` . f I I I i I I i � I � Tt E _ I I I • - 4" INSULATION PANEL WITH 1/2 PLYWOOD SHEATHING - , ' ' i � 7 � � ! I , , ; � � � � � � � f i � E RE: SPEC i ' � � t ' � W3ULATION PANELS LAP SO SEAMS DO , , I I , � I � . I � I 3" CONTINUOUS RIGID FOAM . ' . . / � J "" GLUED TO 3.5" CONTINUOUS RIGID FOAM INSULATION � � - - � �I , '. I ' � • ` ' j � ' ! ! � � , ; ! WSULATION PANEL R-15 +/- { , i . I E I � � E � - - ' - -j- -- - - ' NOT CRO / '-- - - - -' --+- � ; � . PANELR-17.5 +/- , -{ - , � ; -f-- -! '--- -!-- � ?- � ' ` -y--- I i , I , _. i . . . . . � � . . . . . . . . . ; .. ' , . . . . , � I . I , : . i � i � - -; - , i i i , RE: SPEC " - --'-- - �- ' - - ! - - ! i i � ! j I i i I i i I i � i -�! i I � i � . � ! - �� - r - - -- - ---}-- --(�- - ' -'� - - - -- -- -- -- - - I ; � , RE: SPEC � ! , ; , , � , , , ; , ! , ; , i ; � ! 3 3 CONTINUOUS RIGID FOAM ' CONT. EX WITH CAULKING BEHIND ( ; -7 � -�-- -} -� - � INSULATION PANELS LAP SO SEAMS DO I I k � , I . . . . , , , , ; , ; , , , , . c T i i i � i i . i � i I � I I ' : � ; � i � i i � I � � � i � , i ' i ' � ; : . , , ; ; ; ; , -- - -- - - - - - - -- -- - - - i- - ---1- - NOT CROSS R-45+/- - - - r � r- - - - - - -�-- - - - - - �'� �- ;--- - --- - - � - - - - - -- - -- -- - - - -- - -- - � � . I i i i I i � -�- -f * 1 �-. j. � --�. i i -F � � -�. ' ' _.�( . + � + I �. , . _i _ -r ' . -G 'f 1 � f . . . , � ... , ; , . , . , , ; ' - � ' _ "'____ -_� _._i___ _'�. .:_ '_ .:_ . _____ _ ' _ __y___ �_ ' � __ -.`___ ' ' . � i . __ ' _ _- !_ _ _ ��- � � _ - '�"r�' . . : ; � VYCOR ICE AND WATER SHIELD - PROVIDE DOUBLE , , � , � , ; - ; -'-- - - ;--- - , , --�-- �!---- -- ' '-- -�--- �--- -; 3 3" CONTINUOUS RIGID FOAM " , . � RE: SPEC ?-'-' -� - - - � -- � i 1� �- � 30# FELT UNDERLAYMENT ' .__ _ ; � � - - - -- � --I -+- - � . '::: ; . . � .� - o � � � , . . ; i . I I i ; � . I � ; ; ; ; i � j i . . . � � � . i I i I � i i i I � . . . . � � . /, . . . . : � i ;-- + �- , _ LAYER 50 % OVERLAPFORFIRST40FROOF ' ' ' ' � � , ' � . , / _ , , , � ) ; ; , . ; ; ; � ; ; � ; ; , ; ; � INSULATION PANELS LAP SO SEAMS DO - i i i � I � i �� i J � , , f . , . . . . . . , � , , . , , , i , . , i . � � : ... . .. . .. . .. . . . . . � . . , I , , , , , . _. . : . - - . . _._ . _ . ..._ ' . �- � : .. _ 2X6 T8G DECK RE: STRUCT. � _L _ _ _ i . , . , . , . , . . . : .. .. . . .. .. . : .. .. . : .. .. . . . .. +- - - -- -- -� - - + - -- - �"' , , _. . -F . . I , . , . I , , , , , _ .... : : ,.._ : : ,.._ . . ,.._ , : _. , :. ._.. . _ . i-- � � r - r-- i- �- - I , ABOVE EAVE -- -- -- -- - - NO CROSS -4 +/ , , :.. , . . . .. _ :,- :_ '. -. �. � � -,- � _, - - -- -- -- --- -- � --- - ---- --•---- - - ---•--- - --- •-- - -�- -- _ T R 5 _ ,. , . . .._ � , � � . -4- . -+ -4 -� +- . ., . , _ _... ..-- , , . ...._.. 2 G DECK RE. STRUCL , ._ I . . . . . � . y . -E . , , , , . .- ... . �:� ... . .. ; _...... . .. ... . .: :. ._ : : -.... . . .... .. .... . ... _ . _ . I , I / . ( � , . . . . . . . i , i i . . . . . . , . , , i . , i , . . . . . - . ._ , . . . , , i . i , . . RE. SPEC � " . .... . . .. :. : : . _. _.... _ . : . . .._, , � , ' r , / ,. ` I ; : I ; ; � : , ; i RE. SPEC _� _ .. . .. . .... ._ . : ': . .....::: .... ! I i i � 1X6 SPACER BTW DECKING AND b I _._.. ' : ,- ' -- - /'� ' • = T . O. PLATE , _. . xs -ra ' .._.._. . __. . ... i , , � _ , I ; j ( � ' i ; ; i _ i 1X6 SPACER BTW DECKING AND i__ _i_ ___ ��� /' j � PLYWOOD CREATES SPACE FOR . 1 ° ' ; : rJ - (- -- . . . � , / � � � . . ... � � � . � . � fi- - -!--- - - , ;-- - ---!-- - � . 1 i � � . . . � � . . � . � � . . � . . . . _ . . � / ` � . _.. . i . . . . . � � - 1/ � � / � � ---' ' -- - ' -� - -- - . . . -� . . . . . � •/ , ,_ RE . ELEVS AND SECTIONS , �; rJ j` . , ' ; i i 2X6 T&G DECK RE: STRUCT. ' PLYWOOD CREATES SPACE FOR ELEC. `� i � I � I �� O EIEC WIRING SEE STRUCT •. WIRING RE: STRUCT, , � , � ' _ .. , ; , z- � 1f2" PLYWOOD SEE STRUCT. � _. . � I � � / � _ 1X6 SPACER BTW DECKWG AND _ .�- . 2X BLOCKING PER STRUCTURAL �� � � � / r PLYWOOD CREATES SPACE FOR EXTERIOR INTERIOR ,�,.. �� � 1 i GLULAM RAFTER RE: STRUCT. # -J+ __, _ DRAWINGS ~ � � '� � ' ELEC. WIRING RE: STRUCT. 1/2" PLYWOOD RE: STRUCT. ' �t • � � � . .._ . - . , ; r „ " .... � _ �.. ,,� , � i � . i -' /l ' KN�FE PLATE RE: STRUCT. • ; ` - , . t ;, ' � 1/2" PLYWOOD RE: STRUCT. • O� - 3 1 /2" _ � „ 2X BLOCKING PER STRUCTURA ._ " . , ; ' �_,>- � . � . , . ' 0 - 1 1 /16 30 # FELT UNDERLAYMENT ( O O I GLULAM RAFTER RE: STRUCT. � - GLULAM RAFTER RE: STRUCT. � DRAWINGS `` ' , > ,.. _ i F,, ' , : 1f2" PLYWOOD SHEATHING KNIFE PLATE RE: STRUCT. - 1X FINISH BOARD , ' ,_ I I i SNOWCLIPS THROUGHOUT SHINGLE ROOF RE: SPEC. O' - 2 3/4° 1X FINISH BOARD T.O . STEEL BEAM � � � ':: i '_ . . . . � . . ` . . . � . . . . . . . � . � � . � . � � . . . . � . � . � . . IO OI , TA. �TEEL BEAM ; RE: ELEVS AND SECTIONS � � REVISED BUILDING �� 4X8 RAFTER TAILS ATfACHED TO RE: ELEVS AND SECTIONS � -� WOOD RAFTERS @ 32� o.�. PERM IT SET � � � RE: RcP T. O. STEEL BEAM ALL THREAD W ELDED TO STEEL � 2X6 V-GROOVE DOUG-FIR T&G O� - 2 3/4° FROM GRID TO CL OF BEAM - WEB BOLT STEEL PLATE TO AlL ; - DECKW G@ AL� SOFFITS RE : ELEVS AND SECTIONS ALL THREAD WELDED TO THREAD COORDINATE WITH ISSU@ D8t@ �8�Q3I � O - -F '„ �'`�� STEEL WEB BOLT STEEL ; LIGHTING LAYOUT _ : � . - 2" INSULATION PANEL CONSISTING OF: 1 1/2" �• PLATE TO ALL THREAD ; DraWn b ! 1/4" STEEL PLATE HOLD EDGES OFF Y AG � RIGID FOAM GLUED TO 1(2" PLYWOOD TOP a OF I-BEAM FLANGE BY 1/6" +/- , SHEET R-12.5 +/_, SCREW TO WALL W/ MIN. 4 __ � SCREWS IN PATTERN SIMILAR TO NAIL PATTERN - 1 " RIGID FOAM PANEL- ROUTER OUT CIl@CIC@CJ by H B i : REQ'D. FOR STRUCT. SHEATHING RE: SPEC. _ ; FOR UPLIGHT WIRING -- --rt , o- - ca�e 1 1 = 1 �_p�� ' 1/4" STEEL PLATE HOLD EDGES OFF OF � STEEL SHOULDER I-BEAM RE: STRUCT. " ! m O' - 3° � ; WOOD SIDING BEAM BY 1/6" +/- AT INT. ONLY RE ELEVATIONS FOR LOCATIONS AND _ . . ; TYPE EXTERIOR INTERIOR I I! STEEL SHOULDER I-BEAM RE: STRUCT. STEEL WINDOW ( ' STEEL RIDGE 1-BEAM RE: STRUCT: STEEL WINDOW 0� - 3„ t� 11S � ---- , �. � � T ical U er Roof Eave Detail T ical Lower Roof Rid e Detail T ical Lower Roof Rake Detail T ical Lower Roof Eave Detail "' l Yp 9 � � � ' / \ � e o 4 1 1 /2" = 1 '-0° 3 1 1 /2" = 1 '-0„ 2 1 1 /2" = 1 '-0" � 1 1 /2" = 1 '-0° r N � � � � i i � . . . . �. . � . . . . . . . . . . . . . . . . . . � . . . .. � � . . . . . . . .. . .. . . � . . . . . . . . . . . . . . .. . . � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . � . p; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � . � � � . . � � . . . . . . . . . . .. . . . . . � . . . . . . . . . . � . . . . . � . . . . � . . � . . � .. � � � . � . . � � . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . � . . � . . � . . . . � � . . � . � � , . . . . . � . . . . . . � . . � � . � � � . � . � . . . . . . . . . . � . . � . . � � . .. . . � � � . . � . . � . � � � � � � � � . . . � . . . . . . .. . . . � . . . .. . .. . � . � . . . . � . . � � . . . � . � . . . . . . . . . � . . . . . . . . . . . . . � . . . . . � � . . � . . . . . . . . � . � . . . . � � � GRID 0' - 01/4„ LINE i � i g . .-.�- ., i .,. � ' - 6" STONE VENEER � ; GRID LAP WALL PAPER OVER BITUTHANE FLASHING ' , i I --�.. ; ♦ � 2" INSULATION PANEL CONSISTING OF: 1 1/2" LINE _. .. ; RIGID FOAM GLUED TO 1l2" PLYWOOD TOP , � � ' I SHEET R-12.5 +/-. SCREW TO WALL W/ MIN. 4 � ' .� SCREWS IN PATTERN SIMILAR TO NAIL PATTERN GRID LAP SELF ADHERING BITUTHANE FLASHING `' --+-- � � : ,: � � . ' REQ'D. FOR STRUCT. SHEATHING RE: SPEC. , „ LW E I O RE : ROOF PLAN I SECTIONS OVER COPPER wALL F�a,SHING I ; °° .-, a•' , ",< . O - O 1I4 I GRID ; 30# BUILDING PAPER EXCEPT PROVIDE W.R f "*" MEMBRANE 3'-0" ABOVE GRADE, UP WALL I LINE COPPER DRIP EDGE FLASHING I . ' .. AT ROOF AND DECK IOCATIONS RUN COPPER FLASHING UP WALL ' U2" EXT. GRADE PLYWOOD SHEATHWG ` ' 6" STONE VENEER � 2X8 WOOD FASCIA W/ KERF CUTS � RE: STRUCT. - ; ' t US M81I Ot1IV: P. O . BOX Z37$ ALL STANDWG SEAM ROOFS TO BE PROTECTED -�-- LAP WALL PAPER OVER BITUTHANE FLASHING � , ;: i ; Physical / Fedex: 210 Edwards THROUGHOUT PER MANF. REC�MMENDATIONS _, _ 2" INSULATION PANEL CONSISTING OF: 1 1/2° Village Blvd , Bldg A Suite A103 i ICE AND WATERSHIELD CONT. UP WALL ---; -- 2X6 FRAMING WITH R-20 BLOWN IN I f RIGID FOAM GLUED TO 1!2" PLYWOOD TOP 2X12 WOOD SUB-FASCIA W/ KERF CUTS 36" MIN. RE: SPEC. '. I ( CELLULOSE INSULATION : ECIWBYCIS, COIOY8C�0 S � F)3Z-Z37H ' �'�— - - - - - ' -!- SCREWS IN PATTERN SIMILAR TQ NAIL PATTERN + SHEET R-12.5 +J-: SCREW TO WALL W/ MIN. 4 I svNrHE-ric sHaKE RooF t- � , (970) 926 4301 , Fax: 926 4364 ! LAP SELF ADHERING BITUTHANE FLASHING I REQ'D. FOR STRUCT. SHEATHING RE: SPEC. ; , � , ; � STANDING SEAM COPPER ROOF ; I ; ' 8f1S@befCJIU1lC�8fCI11t2Ct5.001'Tl ' ' , ,_. ..�. _ . OVER COPPERWALLFLASHING --}- . � . , ... _. , h LAP WALL PAPER OVER BITUTHANE FLASHWG " ' ' � .j_ . ; � ', t ; �- RE: SPE � Z � 5/8" GWB ' t -- � �-- --- - . + . � -- --- + � 1--- -- c q -±- 30# BUILDING PAPER EXCEPT PROVIDE W.P. • efglUtldBfClllt2CtS.COlII ___ - i ' � I ± i , , VYCOR ICE AND WATER SHIELD - PROVIDE � � www b � ' � i ! i � i ' � DOUBLE LAYER (50% OVERLAP) FOR FIRST 4' GRI D r,�I I �- , AT ROOF AND DECKO OCAT ONS UP WALL LAP SELF ADNERING BITUTHANE FLASHWG ' - OVER COPPER WALL FLASHWG � � ` i ' I • � ' ; ; i � I OF ROOF ABOVE EAVE / . : ; I ' ' ; � : : LINE , .- .-f- RUN COPPER FLASHWG UP WALL + - I � ' : � : RE: SPEC .i�' i :- - U2" EXT. GRADE PLYWOOD SHEATHING i � , . , , � ; � • -� � i + - I t - ' � .. .. 1... ..1 --- - / - -- - t_. .-- -. 'f... ... a-- 1 RE: STRUCT. i , _ . . . - -. 1 . ..-- - - - ' � - � „ ( RUN COPPER FLASHING UP WAL� II + . . - - - � � . ' � . _ � . ; - , 3' CON N�UODS RI�GID FOAMP LAYER OF ; I - ` � • . - ' T : I_� ._ ._�i i � � � ? � - - t � ' - INSULATION PANEI R-15 +/_ �r ; , f 4" INSULATION PANEL WITH 9/2" PLWVOOD SHEATHING �CE AND WATERSHIELD CONT. UP WALL I � ' ; + ; -+-- - . + . . -- .--�.- __ GIUED TO 3.5" CONTINUOUS RIGID FOAM INSULATION ' 2X6 FRAMWG WITH R-20 BLOWN IN ' ; , .: fi + �r EXTERIOR + ; , ; _ CELLU E INSULATION � � � � � + � RE. C i� 36 MI S i ; _ ; . , � � i ; i 5 ( - : _ � �� RE. SPEC . � ; � ..� , � ; , , i ' SPE r"°�' i . . �. ...... .. } � . . " N. RE' PEC. � � � s . i , . ; ' � ; , ' • - ...+--- -- + : + SYNTHETIC SHAKE R60F � ; � --; .- ALL STANDING SEAM ROOFS TQ BE PROTECTED --' , ; ; ; � � ! ; ; � ; � ; (3} 3 ' CONTINUOUS RIGID FOAM ; � , � - ; ; .. . * . ,.... _.+. . ; � PANEL R 17 + � LOS ' ' THROUGHdUT WITH SNOW FENCES PER MANF. " . ; i . , , ! ; , IPJSULATION PANELS LAP SO SEAMS DO , � , , ; f- . . . . . . . _. _f. . .1_ t ' i . __ _ ... :1-.. ._� - --- . . � - - - _.�... ._;_ � ' ' -- +--- , . . . . . . . 1 � . . . . . . - .. . --� `. RECOMMENDATIONS PER ROOF PITCH AND ' � � t � ' t • � ' ' � t NOT CROSS R-45+/- � - "- � ' � � � ' � ' ' RE: SPEC � ' ' ' � � HANGER RE: STRUCT. i 518" GWB _ _ _ ' i ' II � 2 + -; �- SNOW LQADS �� '; i i i � --+- - i i . 2 .5G—" . ; , � 1 � � i �, . ".'. - ,. :: 2X6 TE�G DECK RE: STRUCT. e+pOr r- . • ` �' . • . , STANDING SEAM CQPPER ROOF , , • . . _. . __.. . � ° i � + + ' + .-- - �:. . :� .. � i . . a✓°` _.. .;' a - � , , -, - - - 1X6 SPACER BTW DECKING AND . � � � � ; �- � RE: SPEC i ..+... .. .;...�... .. . � � =, -', - t ; -¢-- -� + -----+ " -' _ PLYWOOD CREATES SPACE FOR ELEC. . i ; , � , � � 4° INSULATION PANEL WITH 1!2" PLYWOOD SHEATHING ,�.w° � ' : � • , VYCOR ICE AND WATER SHIELD - PROVIDE _. WIRING RE: STRUCT, � ! � ' i ' i THROUGH BOLT YO STUDS RE: STRUCL � s� � _ I _� -i- - - i ` -'i �- ,�.•� � � i ; i � � ._ o _ -- ---- aa+ _ , _ _ . + . . �._ _ { -- / �� .-- - - • `- , ..- .+ GLUED Td 3.5" C6NT�NUOUS RIGID FOAM INSULATION -_-- - . .... DOUBLE LAYER 50 % OVERLAP FOR FIRST I ; °j ' i �� � PANEL R-17.5 +/- � �, n,r•° � -- '�'-. .�.� } _ .. �. . .-I._ . � . . ) . . . . . . . . . .. . . . . . . �,� - -, . . ._+ ..�_+- 1 _ i _. � . � - +... t , , 4' OF ROOF ABOVE EAVE - - - - - - - -- -- - • . ./� I ! EXTERIOR �- INTERIOR ,,,,/ ; � . , : ,�' i , � � : f" ;'-- - t ... ! I ; � � RE: SPEC - i i ' , � r- i -+- i. � i- - RE: SPEC � ^^'�' , ' ' • _ I ! i � 2X12 RAFTERS RE: STRUCT. � _ - ' - '-- � - � �- � .- � i � .- _ _ ' !_ i ' . - 1/2" PLYWOOD RE: STRUCL -- - �.. + �- -t-- _.. .--� ' �f i I � .. " -- �� , � �„'" � : _..._ : , , � i , , ; , , ; � , � , ; i , ; , ; , ' 1 (2 PLYWOOd GLUED TO T6P LAYER aF J� / HANGER RE: STRUCT. � � � - � i i i i ' I ; � i i I ; j , - 3" CdNTINUdUS RIGID FOAPvt - - - - - - - -- - � ' � , � � ! � } 30 # FELT UNDERLAYMENT ' � � � � ' f ' ' � • � � � INSULATION PANEL R-15 +/- . ..-,-- � -_r_ _- � -.± - -_� 1 _r .. .:. . . � � ; - + - --i-' - -i ' '-;-; RE: SPEC GLULAM RAFTER RE: STRUCT. - - 4X8 RAFTERS RE:STRUCT. � +_ � . . , . : _ -- � f - 1f2° PLYWOOD SHEATHING . ; � �� � � � _+ _ _ ... .. � i -- -�-- -- -i ; �-- . _*-- i + � t -•-F (3) 3" CONTINUOUS RIGID F6RP� � - � � � - � ._ ._.._ ± - ;-- +. _..�_ ._}._ _ � _� -i .-- � i - -F -- ' ' - i + ' - WSULATION PANELS IAP 50 SEAMS DO i , i i rt � . I ( � . � . i i i NOT CRO R-4 _ _. _ _ ; ' ' .. ^+ - - I i : - ---� 2X6 T&G DECKING HANGER RE: STRUCT. t--i - '- +- - �-- - + +- - SS 5+/ � I . , . i - : . - � --- , - �- � -� -� -� j + -- i--- -r--+ ; RE: SPEC . . _ . . i . . � . . i , � . . . . . . . i � . � . . . . . / � . . . � . � � : � � i . � , � � E X6 CEDAR SIDING -�-- � � � • : ' ' , i � i . � i i � - � � � � � � � . . . . . . . . . _ . . . . . � . . � � . . . . . . . . . . . . ..y. e _ ." _.�._ y —�—'_ ".r. ` y_ _:.'-�" t I 'I'�i . . . . . . . . . . . . ._ ._ . . . . � .. : ; i ; -�i , . , . ; � �,,,,o , � 30# FELT UNDERLAYMENT _ V RTICAL 1 � I � . ' ; : � _, ! �+ . . � .. . � � � . . . . . . .. I . . . . � . . � . . � . '. " - .. ...,� � ...,.. �_ . '. : ___.. � � fi.. � . .. .J ! . _ t t .--�_ ,,,,�.. � . . _ 2X6 T&G DECK RE: STRUCT. ; '"'f_ � -- ._ - � _ � i i --`�- -t �---+ --'-- � i ' " :: ' 2" INSULATION PANEL CONSISTWG OF: 1 1/2" ' ' ' � � ' ,,,,.� - 7X6 SPACER BTW DECKING AND - - RIGID FOAM GLUED TO 1/2" PLYWOOD TOP - � - ' , , ; . ., � �"� PLYWOOD CREATES SPACE FOR ' / � I SHEET R-12.5 +/_. SCREW TO WALL W/ MIN. 4 ...►• �� r ELEC. WIRING SEE STRUCL ` 2X12 RAFTERS RE:STRUCL � n � ( - SCREWS IN PATTERN SIMILAR TO NAIL PATTERN � DROPPED CEILWG _ - � � � � _ 1/2" PLYWOOD SEE STRUCT. y`, I REQ'D. FOR STRUCT. SHEATHING RE: SPEC. _ _ _ - - m � I , � � ■ � 112" EXL GRADE PLYWOOD ■ — � . GLULAM RAFTER RE: STRUCL � _ - - - s SHEATH�NG RE: STRUCL � � ; - I ; - - 2X6 FRAMING WITH R-20 BLOWN W � :_ I CELLULOSE INSULATIQN -'- - t _ _:_ � � � � _ - � - - I ; INTERIOR _ - _ � - - - - • � . - - - - - - - - - - - - - - - - - - - - - - - � � � , • � _ � _ V � � , WOO 1-JOISTS RE: STRU . L . . . . . . . . . i--'� . . /'__,\ . INT IOR � �_`� �-„_� . . � . . \ / , ^���� � /'�'�/ LVL BEAM RE: STRUCT. � STEEL I-BEAM RE: STRUCL \ .��/ -�- - \ / V ` , � Shingl � Rc�of to Wall �onnection @ V1/ood _�_ _ � � - � � Siding Above Garage � � -- `' 1 1 i2" � 1 '-0° � Shingle FZoof to Wall Gonnection @ VUood � � � � Lower Roof Ra e Detail Above Kitchen 10 Siding Above Powder / Laundry Room 1 1 /2" = 1 °-0'° 1 1 /2'° = 1 °-0° � . � Sfanding Seam Roof to Wall Conr� ection � ��i� � � � Wood Siding rvE � � � 1 1 /2'° = 1 '-00� � _ 6" STONE � � � rM�. , n ` -; - • � 2" INSULATI6N PANEL CONSISTIPdG OF: 1 1/2" a' - 1 ° , „ � � - RIGID FOAM GLUEd TO 1!2" PLYWOOd TOP O 1 ' -`-- SHEET R-12.5 +/-. SCREW TO WALL W/ MIN. 4 GRID - ;- SCREWS IN PATTERN SIMILAR TO N,41L PATTER LINE � I ._; - RE4'D. FOR STRUCL SHEATHING RE: SPEC. � I , � 2 LAP WAL� PAPER OVER BITUTHANE FLASHING � ` 30# BUILDWG PAPER EXCEPT PROVIDE W.R -?- MEMBRANE 3'-0" ABOVE GRADE, UP WALL ' ' ;. ,, ;' � , AT ROOF AND DECK LOCATI6NS • -�- 6" STONE VENEER _(-- ' LAP WALL PAPER 6VER BITUTHANE FLASHING ` ! ,� 1 /2" EXT. GRP,dE PLYW6dD SNEATHING ;- --;- ' _ � . ' RE: STRUCT. • � 5/8" TYPE X GWB � 2" INSULATIdN PANEL CdN51S71NG OF: 1 9t2" LAP SEI.F ADHERING BITUTHANE FLASHING I , ; , � OVER COPPER WALL FLASHING ' 2X6 FRAMING WITH R-20 BLOWN IN GRID � RIGID FOAM GLUED TO 1/2" PLYW OO D T O P � - AIRSPACE I --+ SHEET R-12.5 +/_, SCREW T6 WALL W! MIN. 4 CE�LULOSE INSUTATION LIIVE SCREWS IN PATTERN SIMILAR TO NAIL PATTERN N 5/8" GWB _ PROVIDE P�YWOOD IN ADDITION O� - O 1/4° LAP SELF ADHERING BITUTHANE FLASHWG I _ REQ'D. FOR STRUCT. SHEATHING RE: SPEC. ( __1._ _ o FRY REGLET REVEAL BASE TO DRYWALL AS RE4'D. RE: OVER COPPER WALL FLASHING I - I � _ STRUCT. � � RUN COPPER FLASHING UP WALL . , PROVIDE DRMB-625-REVEAL WITN 30# BUILDING PAPER EXCEPT PROVIDE W.P. � o ANODIZED FINISH � -- �-- �� - -, ` } MEMBRANE 3'_0" ABOVE GRADE, UP WALL -}- TYP. WOOD BASE '. � , 2X6 F G R- O W ....._......--- __ - , ' • AT ROOF AND DECK LOCATIONS INTERIOR �� ,- INTERIOR C L L L O S I S U L A I O N ; 6" STONE VENEER ' - ICE AND WATERSHIELD CONT. UP WAL� � � 3/4" WOOD FLOOR ATTACHED � � ' _ LAP WALL PAPER OVER BITUTHANE FLASHING - � RUN COPPER FLASHING UP WALL _.�._ 1/2" EXT. GRADE PLYWOOD SHEATHING 36" MIN. RE: SPEC. I --+- TO PLYWOOD BELOW - - 5/8" TYPE X GWB SHEATHWG ; ( ' RE: STRUCT. I i �a INSTALL PER UL 305 I -- --- , 2" INSULATION PANEL CONSISTING OF: 1 1/2" _ ' SYNTHETIC SHAKE ROOF --;- �•- ` � °� �•.; . .., T.O. PLYWOOD ' RIGID FOAM GLUED TO 1/2" PL -- - ' • YWOODTOP ' , I " �- SHEET R-12.5 +/_. SCREW TO WALL W/ MIN. 4 ICE AND WATERSHIELD CONT. UP WALL '' I ! — 2X6 FRAMING WITH R-20 B�OWN W � 2 � RE: SECTIONS / PLANS • ` ' II . • SCREWS IN PATTERN SIMILAR TO NAIL PATTERN 36" MIN. RE: SPEC. '' I --i- , CELLULOSE INSULATION .3 �. � � _r_ , • - - TYP. WOOD BASE SURFACE MOUNTED -- LAP SELF ADHERING BITUTHANE FLASHING REQ'D. FOR STRUCT. SNEATHING RE: SPEC. I �- , � � ' _ OVER COPPER WALL FLASHWG I -- . SYNTHETIC SHAKE ROOF ; _ 2X6 BLOCKING BUILDUP RE: STRUCT. ' . - 30# BUILDWG PAPER EXCEPT PROVIDE V`. .�. 12 � � " ` MEMBRANE 3'-0"ABOVE GRADE, UP WALL � 5/8" GWB ` 3 � — � : '� FLOOR JOISTS RE: STRUCL ' I ._ -; .' TO P`LYWOOD BEROW ACHED I -- -- AT ROOF AND DECK LOCATIONS 2X6 BLOCKING BUILDUP RE: STRUCT. RUN COPPER FLASHWG UP WALL , 1!2" EXT. GRADE PLYWOOD SHEATHWG '- : / '� - � .� � I ; RE: STRUCT. r � �,. / ', • , ;: . ;_. :. ' : . .. ..�� :.:. T. O. PLYWOOD o �,� ` 1/2" PLYWOOD SHEATNWG REVISION , :. . ICE AND WATERSHIELD CONT. UP WALL — 2X6 FRAMING WITH R-20 BLOWN W /" ' ' o � _ 2X4 SLEEPERS - RE: SEGTIONS I PLANS 36" MIN. RE: SPEC. , I I ;, CELLULOSE INSULATION ,,,�► '�� '� r i ( i-- ;� � I f�@VIS1011 " 1/2" PLYWOOD SHEATHING - 2X6 T&G DECKWG 3/4" T&G PLYWOOD RE: STRUCT. SYNTHETIC SHAKE ROOF . � -� '' ` �,. � ' •- � / /% � - +- - N0. DeSCI'Ipt1011 R@VISIOII Da�@ I : � 2 '. ., , � 2X4 SLEEPERS ��� t ` ' I � • - � - � ' • - - " ` . , . . • � , 5/8" TYPE X GWB CONTINUOUS @ 4 � , 5(8" GWB ° -- -. , /� / -� -- _ _ � FLOOR INTERSECTION � ! , . . . , . -. _ HANGER RE " - - � // � �� �/ ; 2X6 T&G DECKINC' , I ' l 11 7/8" WOOD I-JOISTS @ 16" O.C. � . - ' �-- STRUCT. / ,, I ° RE: STRUCT. '� .- ; � / ! _ }_ ; � � � - -so a�owr� iN ULOSE I �a-rioN REVISED BUILDING PERMIT SET _ � . : R CELL iVSU �� �,,, ' -� ,� � W � . • , , OS�O5� 1 O r° '� - - � " HaN�ER Re: srRUCr. _.+___ ; ' � - CHANGES ARE SHOWN BUBBLED � .- n � ,. --�- , ,,.0 1/2 ' PLYWOOQ SHEATHING I � - Q ) �, �r � !� -- - i_ I - - - ' -` - - - - - - - - - ' DR ai , 2X4 SLEFPERS I ! ; " " 4X8 RAFTERS RE:S TRUCT. = G1 ` , ! - F�ooR �oisTS RE: srRUCr. ' - w ~ CALLED OUT FIRE RATED ' f �l� ` - ` � - 30# BUILDWG PAPER EXCEPT PROVIDE W. . U} I • , _ PROVIDE 5!8" TYPE X GWB CONTINUOUS � / . -+- ", BETWEENJOISTANDCONTINUETOBOTTOM ASSEMBLIES / 2X6 T&G DECKING -- - MEMBRANE 3'-0" ABOVE GRADE, UP WALL O ' � � OF SHEATHING •/� � ' � -- - ; . 4X8 RAFTERS RE:S TRUCT. ! - AT ROOF AND DECK LOCATIONS , � •_ t' _i__ I � , 0 � �, , PROVIDEBLOCKINGASNECESSARY NOTEDREVISEDSPACING ` � � - - - I ' � , COPPER FLASHING , LY � � ; ._. , - , , - : ( - B � EE o --- -- p,_ 5/8° E x ETW Rl UiV TS . � . . � // ,r j . . . . . � . . . . . . —�— �'w�..°-r�.ew,y ._ , _ . . . . � . . � . . . , i _ . . . . . - ' . . . . . . , f � . , . '_ _ . ^ _' • i" • �. � . . . . . � . ., ; � . . . . . . � -, . . . . . � . . . . .. � . .. . . . . � -- - . THROUGH BOLTTO STUDS RE: STRUCL � � ,. ' . AQDED DETAILS � � � � '' -�- ; GCHANNE� HEADER BOLTED TO BEAM C`� II ! 91 � R �C`� � � II I - -- , '' :- -' '' � + - =, �.. , PACK dU7 F6R PANEL ATTACHPtAENT � q .q /a�ee _ e_ e� • STEEL I-BEAM RE: STRUCT. 8 ! ! G m 1 � . . . � . � � . . . . � . . . . . :� � � . � �. . � � . . � � I . � . � . � . . . � . .. . . . � . . i . � � � . . � . . . . . . . . � . �. . � �. � � � � � . � � . . � � . � � . . . ..,. _ _ - --,-- 30# BUILdING PAPER EXCEPT PROVIDE W.R ' � � MEMBRANE 3'-0" ABOVE GRADE, UP WALL � , 4X8 RAFTERS RE:STRUCT. � �.T ROOF AND DECK LOCATIONS i GRRAGE DOOR AND TRACK PER I - - �- ; -1 ' '> ` I ! ,• -�- � - � . _ SPECIFICATIONS - 6' - 1 3/4., - - - - HEADER RE[ STRUCT. i I' ; � - WEATHER STRIPPING _ .` ° ' ; ' ' INTERIOR o h\ry `� �/2.' GARAGE DOOR SCHEDULE O , , O� O 3 8" Shingle Roof to Wall Connection @ Wood o 0 �Siding o � Shingle Roof to Wall Connection @ Stone M � � `1IZn _ � i_On 1X1 WOOD TRIM : : CONT. PAINTED TO MATCH WINDOW COLOR 3" W X Veneer .- N _ � 1/2" THICK STEEL PLATE AT 30 DEGREES ANGLE 5/8" TYPE X GWB � �r _ �_ n 1X4 WOOD TRIM M M M _ CENTERED AND WELDED TO PLATE BELOW �� _ .� �� AIRSPACE �+ p � q � � � �Z - � O ' p e, o PAINTED TO MATCH WINDOW COLOR 3 1/2" W 0� - 1 " ��� `7h � ng � e RD�ft� VVG`� � � C� nne�'it��n Gara e o X11 /2 HX3B TSTEELWELDEDTOTOP ROVIDE PLYW OD DITION � 1 1 /2�� = � '-O�� - DEGREEIANG EIAND BOT TOM NOTCHED OUT T DRYWAL S REQ'D. STR � - WITH A 1/2" X 1 3/4" SLOT TO ACCEPT , � N STANCHION , _ � � 5/8" TYPE X GWB SHEATHING WSTALL PER UL 305 � O� - 1 1 /2�� � o PAINTED TO MATCH WINDOW COLOR 1 1/2" W X � `. , c`h o � 1/2" T STEEL TOP STRAP , . _..__. AIRSPACE ' o PAINTED TO MATCH WINDOW COLOR 3/8" X 3/8" SQUARE STEEL RODS W ELDED TO TOP AND _ � � , 5/8" TYPE X GWB CONTINUOUS FROM � � -..._ ._ _ .,_._,... BOTTOM STRAP 4" O.C. - FOUNDATION TO B.O. ROOF CONT. PAINTED TO MATCH WINDOW COLOR 3 W X �° • SHEATHING AT PROPERTY LINE SIDE - - � OF WALL ' iv 1/2" THICK STEEL PLATE AT 30 DEGREES ANGLE '� ' � CENTERED AND W ELDED TO PLATE BELOW PAINTED TO MATCH WINDOW COLOR 4 1/2" W X 4'-0" H ¢: . o . d . < . e M X 1/2" T STANCHIONS EACH STANCHION WELDED TO � d e . . . . . . . e-reei ni n-re oei ��n� � _ . " . $ 0° ' r- - ; — _� ; � 2X6 FRAMING WITH R-22 BLOWN IN O � �� �� � "' � " ��� ' � ` " ' ' ' � " � ° ' � ° CELLULOSE INS X 3/8" T STEEL WELDED TO TOP STANCHIONS WITH TOP . ao . -. a _ . , � .: , , 1 d , d ` d , , - a , �, . , p , . " ' , y, ,'a ( TION WITH X 1 3/4 SLOT TO ACC �OM NOTCHE ` 12' T ST�EOL BOTTOM STRqp COLOR 1 2 W X ULA - . . : - - , - _ a ' - - ' - ' � ° - � EPT STANCHION D � ., • - • ' •_ - , , , .. : . . ' , , EXTRA POUR TO SUPPORT WALL ABOVE RE: STRUCL = GRINDED TO 30 DEGREE ANGLE AND OUT A 1/2" ct ° { a�.e ' ' a � - a , � ' ° ; ; � ' d _ a, - ... � � . . . . . . a � .� -' � a . , . ,L - . e • � . ' ` a '� ; d � . � . � � � . . � . . � . . . . � . � � � . . . o . � . PAWTED TO MATCH WINDOW COLOR 1 1/2" W X � � � N . � � � . � . . . � . � . � � � � � — W.P. MEMBRANE ADHERES TO COPPER . . ' • a : , a ' : O� - � � �`2°� �� - 6 � �2° e . . . . . . . . � � . . . . . � . . � . . . ' d' -. 0 3/8�� . . 1(2" T STEEL TOP STRAP . . . _ � � � . " � ° " , � OU POU NC SLAB RE STRUCT FLASHWG WHICH EXTENDS OVER EDGE � 4 :- . :- a. . . . _< , -° , ' � D BLE RCO . 0 a a' -, - ' ' . ' _ ° "' ' - n " a a INTERI PAINTED TO MATCH WINDOW COLOR 3/8" X 3/8" � WITH A DRIP EDGE AS SHOWN _ . . - DOOR RE: SCHED. SQUARE STEEL RODS WELDED TO TOP AND ,: . � . - a ^ . . � . . . . � . . . . . . ` . . . � . . ,� a ` . • , BOTTOM STRAP @ 4" O.C. co ,� , � - e ` 4" STONE ASSEMBLY- APPROX. � 4" STONE ASSEMBLY- APPROX 2" OF - - RUN WATERPR06F MEMBRANE UP WALL MIN 24" 2" OF STONE OVER 1/2" OF PAINTED TO MATCH WINDOW COLOR 4 1!2" W X 4'-0" H r � j • � , .,, • • - � STONE OVER 1!2" OF GROUT OVER 1 1/2" c - ' ' .Q GROUT OVER 1 1!2" CONC. p� _ 4�� X 1t2" T STANCHIONS EACH STANCHION WELDED TO � CONC. SLAB WITH RADIANT TUBING i o , " SLAB WITH RADIANT TUBING STEEL PLATE BELOW (h - E p DRAINAGE BOARD SLOPES @ 1/8 ': 1 ' 0" N — PAINTED TO MATCH WINDOW COLOR 1 1/2" W X � 1D'-0" I CUT AROUND HSOS CO UMN PER W. P. MEMBRANE CONT. MIN. 1 ,_s�� �P N � 1/2" T STEEL BOTTOM STRAP WALLS AND CONT. UNDER DOOR SILL �- 't ' - . < . EXTERIOR INTERIOR ' v cv W:P. MEMBRANE RE: SPEC. RUNS UP HSS II COLUMN TO BASE PLATE ABOVE W.P. - °� . a° < . ' -e ' d � 4" CONC. SLAB ON GRADE WITH IN M � r ' � - � • - F�OOR RADIANT HEAT 3/4° PLY SLOPES @ 1/8":1 '-0" N a MEMBRANE TURNS UP 4X4 STEEL COLUMN ; q RE: STRUGT. .� ' SUPPORT 3 1!2". INSTALL SEALANT T.O . SLAB ;a , d d ^ - _ SLEEPER W ITH TOP RIPPED @ 1/8":1 ,-0" � BETWEEN STONE AND COLUMN. - , ' ; a � , . _ . . , 1 RE: FLOOR PLAN _ . d - _ . - a << . -, _ ;: , . _ ": • _, ' . � ' . - ° : - �'0 a C� ; a - : ' � ; 3/4" PLYWOOD SLOPED AT 1/8" PER 1 ,_Q,� ,� r . . � . � . . � : . ' e- o' . .e n a . _ . , . . Q � . � . . . � . � . . . . . . . � � . . � . . � � o ' ' ' " " ' . . . � . ,. S ;� . . . . . . . � . . . . � . . � . . - ." , eQ - e' � . . . . . . . . . . � r . . . . . .. . � . . N . : a � ' ' ' ' " T ." ' " ' � . . � . � .. _ � . . .. � . � . a e 3/4" WOOD FLOORATTACHED � • s ' - • • : - -. ' � i� : - - - - SHIM RIPPED AT 1/8" PER 1 '_0" '�,;�::.: - . < ' , - • � .- - - - � ,'� - - - - TERIOR . - - - - - - � � dd - TO PLYWOOD BELOW r - �t — — — — — — — — t � ' ' '• < e ' - • ' .w P d � .. ; . . . . CO � . . . , . , `.:: . � • . . - . . � � . _ . � . . . . . . � . � . t . . � � k 1 . . . . , - . . � � - � ( - . ' � . , i�.i . . � - =' q = >: . ` _ _ _ ,. .. _.. T. O. PLYVVOOD - � i / �A, _ � 'f ' , , Z . . _, ; .: _._. - N ,� � , � . � . . � , ax na• , a � '�:' ..,:: . ,::! .:. . . . � . '. ' ._ . . . . � . . r . . . . 'c7 _ / . . . � � � . . - .�- ., ti � � . i .. . . . . . . .. . . . _ . . .. . _ .. . . O _ � ° o- � � �F i � �i .. : rn - � - :.: : '' ' . . ' , , � ° - -� " • _ - ' RE : SECTIONS I PLANS � � � p CONT. 4 1/2" W X 1t4" THICK STEEL PLATE PAINTED ` - -a -• -- -� ; ,�% _ ` + � i - e . , - , • ° , ,' � - _ . _ .< a 1!2" ISOLATION JOINT /r , I I ' � , a, a ' •� o � N ST NCMO SINDOW COLOR W ELDED TO ;? �� ,� . �, � � ' ;.: - o � I �. � � , t � N T 3 1!2" L X 3 1/2" W X 3/4" T STEEC PLATE PAWTED „ i = �� F " W " _ e - - 4" GRAVEL BED UNDER CONCRETE SLAB 3!4" T&G PLYWOOD RE: STRUCT. � TO MATCH WINDOW COLOR LAG BOLTED y,, a° �- - • PERSOILSENGWEER _ _ r s . � � I ; � THROUGH TO END OF GLULAM .., �'. � � �° ' � '. � 'd —_ U _ RECOMMENDATIONS/STRUCT. { M . . . . . . d � . — — . � � . � . . . . . . . . . . � � . . � . � � M . . . . . . . . � � � . . . � � . . � �;� .s;:' . . � � - � - ..: .._. ' . _ , . _ . , _ 14" WOOD I-JOISTS 16" O.C. RE: STRUCT. � o ' � — GLULAM JOIST RE:STRUCT. `° , � ,rc ' � . . . � U.f e � ,. . .. — — _ . . . . . . . . . � � . . . . � . . . ,_ ` : � . -. I�--W CONCRETE FOUNDATION WALL T.O . BEAM _.... • . : , _.._ :` . ..: : . °� N CONT. 4 1!2" W X 1/4" THICK STEEL PLATE PAINTED � � ":" g �F '"� ' ; O e � . � - • — — �' RE: STRUCTURAL DRAWINGS � TO MATCH WINDOW COLOR WELDED TO I � � KNIFE PLATE, THROUGH BOLT �``" '" '�. ��"" RE: SECTIONS / PLANS R-50 BLOWN IN CELLULOSE INSULATION � STANCHIONS I WITH COUNTER SINK BEAM TO ; - a •. . — — - � -, a : � � °- �, " �, — I o 0' - 4 5/16�� I ( C�_ULAM RE:STRUCT. ' . . . . . . . A — I , � ` " d� .' — — — ' W.P. MEMBRANEADHERESTOCOPPER ( � i ,- � �°' . -�� < _ — — — N FLASHING WHICH EXTENDS OVER EDGE � �� T. O. GONRETE SLAB ,' - — — . _ ' r WITH A DRIP EDGE AS SHOW N O� - O 3/4" 0' - 2 5l16° I • , a - _ , ' � � . . . . � ; ' , , a � _ _ _ _ 4X4 HSS STEEL COLUMN RE : FLOOR PLANS � '° -° O. e 9` n . � �_ �'-e . � a ' -, ° . ° . . — — — - - - - , � 5 ALL � BEYOND WELDED TO I-BEAM R I _ : G ! d ,\ ' - o RE STRUCT - . a i a - : � , _ (S" DRYW _ STEEL I-BEAM RE: STRUCT. P � ,° �' " atr � - d � • ' � � • . • ' . ,- ,-<;' . " — _ RIM JOIST RE: STRUCT. r TO MATCH WIN OW COLOR LAG BOL EDAINTED I � ,am . _ INTERIOR �"� O O THROUGH TO END OF GLULAM 08/03/ 10 CONCRETE FOU DATION FOOTER .,� ° " _ � °� a - - - ' — — . RE: STRUC URAL DRAWINGS � ' : . , . � = � -, . � e a - `a — t W/ PPL GF ONT. OUT OVER ST�ON DOOR SILL _ ' i _ _ _ _ - + - - -- ° '. r — — GLULAM JOIST RE:STRUCT. � � awn b � . -r • _� _ ... __ � Y AG � � _� .._ _ �. , - , _ . : � < . - � —. _. -- _ �; _ _ _ . . . : d . . . . . . � ; . , . . . . . . � �/ � R . . . . . . � � � � . � � ,. :' . ? , : . a ; - . 4 � - � � ' � e ,_ . " a' ° ; e _ � � t _' _ _ . . . �. . - �2�I . . . . � . . . . . . . . � . . . � . � � . � �+ �. . � . � � LJ . . . . . � . . . � " � ,% �'. . . .. ._ a . . . . . � Checked . . . � � , a . . 'e . { ' . , d, . . `a d -•. . " , a_ — � . . . . � . . . . . . � . .__..._ . . - �- — o s � 1 1 /2" - 1 '-0�� 2" RIGID INSULATION UNDER CONC. SLAB = • ' . " � .•o ; - ',RE: STRUCT. ,� .e -' <, " - a — — - - 2X6 T&G DECKWG RE: STRUCT. �--* Scale , : .. : ,. ; :i . ..J. . ��' � ev 1 . . .� �q � e' U °` ° . . ' . .. . .Q .a , a ., - . . . . . . . . . . . . . . . � . . . � . . . ... � , �a ; e . _ . . . . . . � . . . . � . . . . . _ " _ ' . :_ . . . . . . . .. . . . . � . • . " < - - ' . � ^ 9� . - � — -- -- � _ - a , • '• a . ' . " - �•° � : ; �. ? -_ � ,- n . ' — — — GLULAM JOIST RE: STRUCT. � — •" ' -�o� ' a•a � . . ° (A < a . . � a ' . "ae�' ., -a; — _ _ � 9 1/2" L X 9 1/2" W X 1/2" T STEEL TOP PLATE WELDS TO ` �� . - . . . - '� � - = - � — � STEEL I-BEAM RE: STRUCL GRAVEL BED PER SOILS ENGINEER . d ' e - � _ a , " � � �' � ° ¢ . - , " � < " , — STEEL COLUMN RE: STRUCT. � . ' . ' ' . �° ' ° � �- � , d . � , .d_ . .a • " — STEEL I-BEAM REI STRUCT. rs�, ' " : . . . � . . . ' '•• 0 ` • • . • - y . f d � � � P � — � . . . � . . . . � . . . . , . . . . . . . . . . . . ��,• � ' ' � . . . . 0 . . . . . . . d - A .Q a eC . . P � . . O _ . . � . . � � . . . . . . . . . . . . . . .. .� � . � . � I . � . � . . . . . . . . . . . . . . . G . . . � � . . . � . . � . . � . � . . . . . . � . . . . � � � . � . . � . . . . . . . . . . . . . � . ` � . ¢ . . . . . � . � I I I _ 1 I I - 1 I I — I II I _ � I I 1 I I _ I I I _ 1 I I I I 1 _ . � . � t ""� � . . . � . . .. . . � . . . .. � . .�. . . . I � � I . . � � .. . . � . � � . � � . . . . . . . . . . . :' � S � . . � � . . . . . . . . . . . � �. . . . . O � ! �;�` � I �-- ` . , N i � � � Typ . Foundation Detail @ Party Wall 3 W . P . Stone Deck to House Transition W . P . Stone Deck and Railin Detail Elevation W . P . Stone Deck and Railin Detail u' a A6 � �- I � 1 1 /2" = 1 '-0" 1 1 /2" = 1 '-0" 2 1 1 /2" = 1 '-0,, U „ _ �_ �, � f� � ° } I 1 1 /2 - 1 0 � , :� � � _ ._ _ . _ . _ _ . _ _ . . _ _ . _ . __ ._ _ _. .. . __ . . � . , ' - I � � �; � � . • � i I I !; ; �� US Mail Oniv: P. O. Box 2378 � Physical / Fedex: 210 Edwards , Village Blvd , Bldg A Suite A103 Edwards� Colorado 81632-2378 (970) 926 4301 , Fax: 926 4364 hansCa�berqiundarchitects.com _ www . berglundarchitects.com � I I I � I � � ; ; ' � � � � � . . . . . . . . . _.. . , . . . � . � . . . � . . . . � . . . � . . � . . . . . � . . . . . � . _ . . . . . . � . . � . � . . � . . . � . : . . .. � � q � . .��,�. � � . � . � � . . � � . � . . . . . � � . � : � . � . . . . . . . . . � . � � � . � � � . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . � � � � . . s � ■ ■ � � � 0' - 1 3/4" q � — W ,� � � �ry 7/2, � � ■ � o ^ o� oss.. � L o W — p 4 _ _ _ ��,. , , �,.. . �� , � ...� , �, . . . ,..��.. ����, � � . . � _ N _ � 1!2" THICK STEEL PLATE AT 30 DEGREES ANGLE � � � � �j CENTERED AND WELDED TO PLATE BELOW � � . � � . � . . . . . . . . .� . . . . � . . . � . . . . � . . . . . . . . . . . � . . � . . M . M . M . . . . . � . . � . . � � . � . . . . � . � . � � . M� � o r � _' PAINTED TO MATCH WINDOW COLOR 3 1!2" W � � V o X 1 1/2" H X 3/8 ' T STEEL WELDED TO TOP o � Q STANCHIONS WITH TOP GRINDED Td 30 � DEGREE ANGLE AND BOTTOM NOTCHED OUT � � _ WITH A 1/2" X 1 3/4" SLOT TO ACCEPT �n `l STANCHION � r � � `- PAINTED TO MATCH WINDOW COLOR 1 1!2" W X s� � ' � 1!2" T STEEL TOP STRAP � � o � o � PAINTED TO MATCH WINDOW COLOR 3/8" X 3/8" SQUARE STEE� RODS WELDED TO TOP AND � ( � BOTTOM STRAP @ 4" O.C. ' °� � ED TO MATCN WINDOW COLOR 4 1/2" W X 4�_p�� H ,: ;. � � e PAINT ♦ � X 1/2" T STANCHI6NS EACH STANCHION WELdED TO � STEEL PLATE BELOW DOOR RE: SCHED. ,v� — PAINTED TO MATCH WINDOW COL4R 1 1/2 ' W X co 1 /2" T STEEL BOTTOM STRAP . � r, � � W.P. MEMBRANE ADHERES TO COPPER ? . � FLASHING WHICH EXTENDS OVER EDGE i'v WITH A DRIP EDGE AS SHOWN W.P. RhEfNBRANE CONT. MIN. T_6�� �P WALIS AND CONT. UNDER QOOR SILL u� IN7ERIOR � m °' 4" STONE ASSEMBLY- APPROX 2" OF COPPEft FLASHWG COR1T. UNDER DOdR SILL r STONE OVER 1/2" OF GROUT OVER 9 1/2" Wt 1 " LEG CONT. OUT 6VER STONE � CONC. SLAB WITH RADIANT TUBING � RIM JOIST RE: STRUCL DRAINAGE 66ARD SLOPES AT 1/8" PER 1 '_0" CUT AROUND HSS COLUMN 3/4° WOOD FLOOR ATTACHED ,, - TO PLYWOOD BELOW . . . . .. . . . . � . . �. � . . . - . . . . . . . . . � � . . . . . � . � . .. . . . . . . . � . � � �� � � � . . . . . � . . . . � . . . � . N . . � . . . . . . . . . . . . .. . . � � . . . � � . . � � � . � . . � . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� . � . . � . . . . . . . �' ,... _.... . . . . . .... . . . .:. T.O . PLYWOOD o _ — _.. . ..._ . . .. _. .. � — — � _ ° RE : SECTIONS / PLANS ° _ . . � . . . . . . . . . � � � � � . � . � � .. . . . . . � . . . � . . . . . . . . . . � . � . . . . . � . . � � . . 4 . � ' . . . � . . . � . . . . . . . . . . . . . . . . . � . . . . � . . . . . � . . . . . . . � . . . . � . . . . . . . . . . . . . . . � . . . . � . . . . . . . . _ r ) i 1 4 � . - / 4 � . � . . - . � � . . " . . � . . � . . . . � . . . . � . � � . . � . � . . . . . N _ ( . �� = _I t �� - . � . . . . . . . . . . . . . . . . . � . . . . . . . . � � . . . . . . . . . . . . . . . . . � . . . . . � . . . . . � .. � . � . . . � . . . � . . �, . _ °,�t "� -, t . . . . . . . . . � ; �;� .;0 , - 3/4" T&G PLYWOOD RE: STRUCT. ip � �— , — — — — — — — — — — — — — — — — — — -- 0 . �. � .. � . . . . : . . . . . . � � . �. � . � . � . . . . . � . � � � . . � � . . � . . .. . . . . . . . . . . . � . � � �. . . � . � � . .. . � � . . � � � � � . � � : � � i ( i t i i � ' i 1 � ' i ' / S 1 r/ . . . . . .. � � . . . � . . . � .- .. . . . . . . � N _ REVISION � � v :: R-50 BLOWN IN CELLULOSE INSULATION R@VISIOII - , _ ° � Na Description Rev :sion Date � . . . . . . � � � � � . . � . � . . . . . . . . . .. . � . . . . . . � � � . . . . . . . . . � � . � . . . � . . . . CV . . . . � . � � � . . . . �� . � . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . � .. . . � . .. . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . � . . . . � . � .- � . � . . . . . . . ::.. - � ...... . .... ....... ... .. . ... ....... ..... .... ....... ....... � . .... . ... ....... ...._� .. ._ . . . . . � . � . . m e - 14" WOOD I-JOISTS BEYOND @ 16" O.C. RE: STRUCT. _. . . . . . . � . . . . . . . . a . . � � . . . � . . . . .. . : . . . . . . . . . . . . � . . . � '_ . . ........ ... .... .. ... ....... .�..,. ,_ ..,. ,.. ..,.. .,...,. ,,... ... . . ,.. ._,., .,..,., .. ,,,... � � � � '� . .. . . . . . . � . . . � . . . . . . . . . � . . � � . . . . . . � . � � � . . . . . . . . . . . . . . . . . . . . � � . . . � � � � O . . � . . . . � . ... . : . . � . . . � . . . . . . � . . . � . . . . . . . . . .. . . � � . . . . . . . . . . . � . . � . � . . . � . . � . . . . . . � . . � . . . . . . � � . . . . ,. . � . . . . . . . _ ._ THROUGHBOLTG�ULAMTOLVLJOISTRE: STRUCT. REVISED BUILDING PERMII 7ET _ _ . _ 08/05/10 0' - 4 5l16" `_ — 1 3/4" X 18" �v� �oisr RE: srRUCT. CHAhIGES ARE SHOWN BUBBLED __ d' - 0 3!4" _. CONT. 4 1!2" W X 1/4" THICK STEEL PLATE PAINTED INTERIOR AD�F_D DETAIL SHEET� TO MATCH WINDOW COLOR WELDED TO STANCHIONS GLULAM JOIST RE:STRUCL -- 3 1/2" L X 3 112" W X 3/4" T STEEL. PLATE PAINTED -- _ � ' TO MATCH WINDOW COLOR LAG BOLTED DRdPPED CEILING RE; RCP THROUGH Td END OF GLULAM . . . . . � . . . . � � � . . . . . . . � � . . . .. . � . . � . � � . . . . . . . . . . . � . . . . . . . . . . . � . . � . . . . � . . . . . � . � � . . . . f � � . . . . . . . . . � . Gar�t�livered VV . P . �tane D�ck and I�� ilin 9 Detail 5 .. _ ,� ,_ ., 1 1 /2 - 0 : GRID , �, LINE 0 - 01 /4 -- - LAP WALL PAPER OVER BITUTHANE FLASHING ; ) ( -- � 2" INSULATION PANEL CONSISTING OF: 1 1!2" RIGID FOAM GLUED TO 1!2" PLYWOOD TOP ' `. SHEET R-12.5 +J-. SCREW TO WALL W/ MIN. 4 GRID I _:_ , SCREWS IN PATTERN SIMILAR TO NAIL PATTERN LAP SELF ADHERWG BITUTHANE FLASHWG I � ' REQ'D. FOR STRUCT. SHEATHING RE: SPEC. LINE I OVER COPPER WALL FLASHING ; , - ..� _ � _ ( , ` ' 6" STONE VENEER RUN COPPER FLASHING UP WALL - , U2" EXT. GRADE PLYWOOD SHEATHING _ _ f A LAP WALL PAPER OVER BITUTNANE FLASHING ' � - ` ' I ` RE: STRUCL � ' I ; ` ° . , .� 2" INSULATION PANEL CONSISTWG OF: 1 1/2" ' . i_ ' RIGID FOAM GLUED TO 1/2" PLYWOOD TOP ICE AND WATERSHIELD CONT. UP WA�L ` I � — 2X6 FRAMING WITH R-20 BLOWN IN ( . , - ' --- - - - - - ---� - � -- . . . . . . . . . . . ... . . __ . .. ° -- - -- ( SCREWS IN PATTERN SIM�LAR TO NAII PATTERN I ( � _ _. . . .. - - - ._ ._. .. - -. - - . LAP SELF ADHERING BITUTHANE FLASHING I ,� REQ'D. FOR STRUCT. SHEATHING RE: SPEC. OVER COPPERWALLFLASHWG . : ` - � 30# BUILD�NG PAPER EXCEPT PROVIDE W.P. I I ; 5!8" GWB IE _ MEMBRANE 3�_p�� A60VE GRADE, UP WALL I � AT ROOF AND DECK LdCATIONS � RUN COPPER FLASHING UP WALL I : . 1/2" EXT. GRADE PLYWOOD SHEATHING � — � - - - — � ` RE. S SEAM PPE STANDING CO R ROOF � ° RE: STRUCT ; PEC : • i i i - WEB STIFFINER RE: STRUCL • ' � ' ! i I I ! � i i � ; VYCOR ICE AND WATER SHIELD - PROVIDE ICE AND WATERSHIELD CONT. UP WALL ( ; d- — 2X6 FRAMING WITH R-2D BLOWN W � 1._ ' ' ' i ; � i i . I i � - DOUBLE LAYER {50% OVERLAP) FOR FIRST4' — - ' - -- ':,� � � ' ... j ,- � ; ;, � � QFROOFABOVEEAVE 36" MIN. RE: SPEC. ( � , CELLULOSE INSULATION � , , � i f . � I � I � ' - --I- � ' ' i ; � RE: SPEC ' I ,� � `_ � - � i � 't-' � - - - , --� ` � � 1!2" PLYWOOD GLUED TO TOP �AYER OF I-BEAM RE STRUCT. � 4 .; : ' � • � - - - - - - --- - _ ; , y � 3" CONTINUOUS RIGID FOAM -;- 5/8" GWB -' � - - ' � � i ' INSULATION PANEL R-15 +/- ; � � . � . . . � : � . �. � � . . . � . . . . . � . � � � � . � . . . . . . � . � . .. . . � . . .. . . . . . i . . n r — . � _ . � . � . . . . . ; ; i i I ' i ! i i ' � . . � . RE: SPEC . . . . � .. � � � . . . . � - . � . �. ! ; i . i . . �� ' i � ' � ; � � i i . I I � � �._ . . � ,-_—_.--- -.--,. __.-- , _,-,---.:.._ ._.-.- HSS COLUMN WELDED I-BEAM ABOVE AND _� -. STANDING SEAM COPPER ROOF + i ; - , � ; �-i- - ' ± -T , : : (3) 3" CONTINUOUS RIGID FOAM PLATE BELOW RE: STRUCT. � � � � � - RE: SPEC ' � ' � � INSULATION PANELS LAP SO SEAMS DO 9 1/2" X 9 1(2° STEEL BASE PLATE RE: STRUCT. ' ' ; . . , �� { y I � � ' ! ;� NdT CROSS R-45+(- i � i ; � I VYCOR ICE ANd WATER SHIELd - PROVIDE ! ' `: I i I _ RE: SPEC ;i i i � . : � � .. DOUBLE LAYER (50% OVERLAP) FOR FIRST 4' � � � . � r- - � - -� � ; � -� - --� ; : OF ROOF ABOVE EAVE - - -! r . � � _ _� - . r . � � , RE: SPEC �' 1X6 SPACER BTW DECKING AND ! O , , ... . . ; .. . . .. .,. _ - E F LEC. ,... ,:' . .....__�.... . ....._..... ,! .._":,_....... : .. ..... ._.,. .. ;. ..... PLYWOOD CREATES SPAC OR E ._ I I I _! I i i I 'L- -1- ' 1/2" PLYWOOD GLUED TO TOP LAYER OF .....: ; ' :::'^.. .: •,. .... .........� . . . . . : '._:i:�,._ . WIRING RE: STRUCT �. :.. STANDING SEAM COPPER ROOFING � - - "` ' � � _. _: , .. ... .. . .. „. . , . _ . .: . ,. .. : - COUNTERSUNK THROUGH BOULTS ' i , 3" CONTINUOUS RIGID FOAM ' , - --- ---- --- - - - --'-- -- - I `- -'- - ' INSULATION PANEL R-15 +/- . UPPER ROOF UNDERLAYMENT -� � � � --� ' RE: SPEC ,' � 2X6 T&G DECK RE: STRUCL , " ` KNIFE PLATE RE: STRUCL , I I I . 1 � Z LAP OVER VALLEY FLASHING ! ' ' I -�- + '--- --+ " . % L 6 MIN. 4" -�- --i- -�- - , (3) 3" CONTINUOUS RIGID FOAM � FLASHING COVERS EDGE OF STANDING SEAM ' � � � _ WSULATION PANELS LAP SO SEAMS DO �' , I ROOFING --+-- t- - - i- , ' � � -- - � -�-f -� ;-? --i NOTCRQSSR-45+/- . . . . . . . . . . . . / . . . . . ; -r '— '— - �— — � . i . . . � � .. � � � .. . � . � . . � . , . . . . : i � i � i I i i I . . . . . FIRE TREATED WOOD SHINGLE ROOFING ; i ; :, i ; . ; k : RE C , � SPE - --�-- ' ' ; '� I -�-- - -� - � - - - - - - --- --�- � � Z �/ � ; , , •, iX6 SPACER BTW DECKING AND �, _ � , , ' I 2 � ; : EXTEND BITHUTHANE 3000 OR ' APPROVED SIMILAR PRODUCT 48" MIN. E FOR ELEC. � ; ; : _ ..1,. . . : . .. ... .... .. . . .. .. � ._.... .. . : . _:::�._°::.< '. ..... _. _..... .. � P�YWOOD CREATES SPAC , ...... . . ... . ._ � . , � � : :f , --� - - UP BOTH SIDES OF VALLEY UNDER .,. ... ,: . . _,, . ... . ; : ., ; ; ` ' , .. �.:;.:_.. WIRING RE: STRUCT� - ' � .... . _. , � _ _ . F _� ; METAL FLASHING SEE ROOF PLAN - � � , ' +- -0-- -I-,-- - FOR MORE WFO '. ; � ; I 10 X 10 DOUG FIR COLUMN � /�� -� - � -�- i ' ; _ 2X6 T&G DECK RE: STRUCT. � i "� , : ROOF SHEATHING RE: STRUCL - , � ; i � . � � . . . . .: � � �. . � � � . . . . . . � . . . � . . . � � � � � � . � . � . �. � . � _� -?- --t- -�—�-. --�i- . . � . � . � . . . . . � . . . � . . . . - . . � . . . . � � � . � . . . . . � . . . . � . . � � � � � � � � . . . . � . � .� , . .. . � . . . � . . . i , ," �' - � STEEL I-BEAM RE: STRUCT. ;r �, _ , . , i .�.�- , ; � COUNTERSUNK THROUGH BOULTS ,�,�►. �►� � , � r —, .►►� � - - - � - -- -- - 4" INSULATION PANEL WITH 1 /2" PLYWOOD SHEATHING '' _, ; ? � , , i �"�� � ' ' t � ' GLUED TO 3.5° CONTINUOUS RIGID FOAM INSULATION � ..+• ...� '� -! + + --- -- Y- -;--f- PANEL R-17.5 +/- -. � _I - � i I _' - -^ �- - • ; , SET PLYWOOD BACK FOR ( � . . . —.-4__ _1_ _ . _.. . . . . . . . '. . � . . . � . . . -;- ---j- - F-�- � ; � ;- RE: SPEC _ C + . KNIFE PLATE RE: STRUCL � ` � i i � L � , i i I ; i : i , , .. - _. , _ , � � DRYWALLATTACHMENT. � a- =- I � I -� - ;- , -� --}- - ---�--- -�-�- -- : - STEEL I-BEAM RE: STRUCT. . O - 5 " c . . . . . . � . . .. . . � i : i I . . . . . , . � � . . . . . .. . . . � . � � � _. ' ; e , . � � - - -- " 08I03/ 10 9 1/2" X 9 1t2" STEEL BASE PLATE RE: STRUCL � � VYCOR ICE AND WATER SHIELD - PROVIDE DOUBLE � ' ; O' - 1 3/4�� � ; BOVE EAVEOVERLAP) FOR FIRST 4' OF ROOF : . ,. ; .. : D(BWII b�/ A HSS COLUMN WELDED TO TOP AND BOTTOM RE: SPEC . % • ; � , " _ STEEL PLATES RE: STRUCT. RAFTERS RE: STRUCT. � ', : ; HSS COLUM RE: STRUCT i CheCke�f bY H B I • _ - . ' ' EXPANSION BOLT BASE PLATE TO CONC. ., ( " : : ,, sca�e 1 1 = 1 '-0° , STEEL BASE PLATE RE: STRUCT. -�; - < '- 'a . : e '� a _ e . '4, ; a � R-40.5 BLOWN W CEI.LULOSE <' ' d . , e • ' " : ; , • , � ; � _ ,, - , . � INSULATION STEEL I-BEAM RE: STRUCL • . < a• ' , b . : d _ _ , a , a , CONCRETE SLAB OR TOP OF CONCRETE WALL � - ; ,' '� ° ' _ a . ' Q' ,n , . ' v • •' ' ': • ' % ". ' ' ' LKG. RE: STRUCT. ,?�� - < � „• ' -. B �� . _ . . . . , e - ,- d . . . . " . . .. • a '.. � > � a . _ o ". • . a .. d n � . . . . . .. . � . . . . . . . . . . . . . . � � . : � � . . . . . . . . . . . . . .. . . . . . . . . � � . � � . . . . . . . . . . . . . . . . . . . . � � . . . OVER FRAMED AREA a�' � STEEL I-BEAM RE: STRUCL � I I S r Standin Seam Roof to S nthetic Shin le � � 9 Y 9 �: a 3 Transition _ ��� w � e 1 1 /2" = 1 '-0° , �. M Standing Seam Roof to Wall Connection @ Standing Seam Roof to Wall Connection @ �� M . . . . . . . . . � � . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . � . . .. � � . . . . � . . . . . . . . . 'b, � . � 0 . � . T . Column to Beam Connetion Stone Veneer Above Entry Wood Siding Above Entry � �� . � o ,�d' � . . . . . N 2 „ _ , ,� � �� _ ._ .� { � 4 1 1 /2" = 1 '-0° 1 1 /2 - 1 -0 1 112 - 1 0 _ � ` � � , I i 4 5 ; � A7 . 1 G A7. 1 � ; � ; ; , / ! ': � � I i < < , „ : . � � RADIUS TOP WOOD HANDRAIL SCREWED 0 - 6 � - - -� � - - � � - - - - - -- - - � � � - � � C__�- ' � FROM BOTTOM TO 1 /2" T X 2" W STEEL _ c`v Q ♦ � ; _ � BOTTOM STRAP WELDED TO STANCHIONS � RADIUS TOP WOOD HANDRAIL SCREWED ; � , ,. � , FROM BOTTOM TO 1/2" T X 2" W STEEL ; � : : _ -- 3/8" T X 3 1 /2" H X 1 1 /2" W STEEL PLATE o J q ; ; ` WELDED TO STANCHION . CUT TOP AND BOTTOM STRAP WELDED TO STANCHIONS W , RADIUS TOP WOOD HANDRAIL SCREWED > T O LANDING 8288' 2 7/8° . BOTTOM TO MATCH STAIR ANGLE. FROM BOTTOM TO 1 /2" T X 2" W STEEL - (I ; , , N BOTTOM STRAP WELDED TO STANCHIONS � ' ,,.: . : , ` . T. O. LANDING @ 8285' - 1 3/8" � � '� . .. . . , _:: _ �: '° `- 3/8" T X 3 1 /2" H X 1 1 (2" W STEEL PLATE ' w ' _ 0' - 4 3/4" 3/8" T STEEL BARSTOCK STANCHION o :. : ; TAPERS FROM 3 1/2" W TO 1 3!4" W ' WELDED TO STANCHION . CUT TOP ANd II - " ` I „ „ „ ! � : ; 5 R@ 7 1 /2" ; , ; � I 1 4 US Mail Onlv: P . rJ. Box 2378 ; ` o BOTTOM TO MATCH STAIR ANGLE. W ' T � ' ,, ; DN , ° WELDED TO STEEL BASE PLATE . GRIND 3/8 T X 3 1 /2 H X 1 112 W STEEL PLATE 2 ; 4 T@ 1 1 ; PhySiCal / FedeX: 210 EdWardS _ TOP TO ALIGN WITH STAIR ANGLE. WELDED TO STANGHION . CUT TOP AND ; - ; cq ' � : ; , i , i•� • - N BOTTOM TO MATCH STAIR ANGLE. A7 . 2 - _ 2° 4' - 3 1 /2" 3' - 8 ' 4� _ p° Village Blvd, Bidg A Suite A103 i : 3!8"T X 1 1 /2"W STEEL TOP STRAP _ ?: I) ' _ .. .. . _' .. ' ' . _ _. '. oo� ' Edwards, Colorado 81632-2378 � � Ci ; . ; _ . ... . . : . . ._.. . _ _. . ; : ;. .:.,._.:. -: : . .. . . .. _. . v � 0' - 0 1 /2" �� �� W � � o WELD Tb STANCHION M 318 T X 1 1 /2 W STEEL TdP STRAP WELD ,; >. ,., . .::::_:.: .:. : . . .. _.; .... � : _ :; :. : ,.; ; .,. ,,:: (970) 926 4301 , Fax: 926 4364 , o _ , 3 ; : . : _ . : . . , ::: EQ , � EQ EQ Ea Ec� hansCa?berqiundarchitects.com I o � �. pOQ � � _ .._. : ... ,.__> ...., , . . .. ._ ._ __ .. _ _ c�. _ �, -' 3/8"T X 1 1 /2"W STEEL TOP STRAP a ;... .., , .: ! www . berglundarchitects.com ' � - . .. SHORTEN PICKET TO FILL GAP TO SHORTEN PICKET TO FILL GAP TO < ,,:.- ..;..- MAINTAIN 4" MIN CLEARANCE MAINTAIN 4" MIN CLEARANCE ;j . .; - ;: ;; ; WOOD HANDRAIL AND STEEL BOTTOM - -- - ° --- � ; STRAP EXTEND PAST LAST STANCHION � ; ' 0' - 3" AS SHOWN AND RETURNS BACK TO� - WELD AND CUT STRAP TO DIMENSIdNS � WELD ANd CUT STRAP TO DIMENSIONS SHOW TO MAINTAIN 4" MIN . CLEARANCE STANCHIdN � - � - - - - - - _ _. � SNOW TO MAINTAIN 4" MIN . CLEARANCE N ! - ' ' � � ' o ; . _. , , _..... � i � M , i 3(8" X 3/8" STEEL BAR STOCK PICKETS � 3/8" X 3!8" STEEL BAR STQCK PICKETS � � ¢,� MAX. O.G. _. _..... _ ....... ... .. � / i ` � _ - ' __.._. � @ 4" MAX. O.C. � 318" X 3/$" STEEL BAR STOCK PICKETS ' _.. y c•, @ 4" MAX. O.C. i e ' , a 4 � 4' - 0 1 /2" �' , ,. . ___ ; ,,. � o _ 3/8" T STEEL BRRSTOCK STAtVGHION _ � N _ 0' - 4 3l4�� �� _ 4�� _ ' ° 7APERS FROM 3 1 (2" W TO 1 3/4" W '- WELQED TO STEEL BASE PLATE . GRWD �.o _.... r� = .------ � : -:.. 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LAN ING @ 8277' - 0" • • • Lower Level Stair Handrail F'ers ective 1 : . , : . ; .. . . . . . _.... _..._ .. . .__ _ _ . � Lower Level Stair Handrail Perspective 2 � p , .. . _._ . . .. .. . ._ __._ . _. . _ To s�aB ;; .o. �aN � w� @ s2so � � i2 � � _ � : : .: � i � , : � �, 14" VL STRINGER NdTCHED . ,. . . , - ` . : � . . . ,- . _. .: . .._: ... .. _ .. . _ � N i � . . . . . . . . . :� : . ; . . ; T . . . . . . . . . � � . . . . . . . � . . � . . ■ � 3/4" PLYWOOD TREAD _. ......_. _ 14" VL STRWGER NOTCHED � 3 N ; 5 R@ 7 1 /2" � rn � � ; '; 1 0 ; 4 T 11 �� . �. I ' Q ■ � � � 3/4" PLYWOOD TREAD ;; ° 1 , r A7.2 ' � STRWGERNANGER ._ . ; . -... . , , , : , - _ a .. . - _ ' - _ _ _ �- m _ _ � � ♦ � LVL HEADER RE: STRUCT. .a, , , _ •, . a , ' - - ' _, ` • • ' , °. , . . . 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Q . . . . . . . � i - --- -. d ,, I n <- ; 4' - 0" ; - _ � - I I I ° I ,�� Master Bathroom � ; Ma ter Bathroom � r _ , UU , _ .. _. . .. . . , � - ` ,.. � ' r - � �- yw - _- T. O . Plywood , � ,� _ - - - - - - - . O . PI ood - - - - - - - - - - - - - - - . .� - - - � - - - _ _ : , - _ 828�� - � 5�$° ._ ..�. ----•-�_$28$ � - � �J�g�� REVISION a�.z � � _ _ _. , � -.. i � .. .._ ... .........._ � ...._.,, : - __ .._ , , i _ , � = Revision � � � :::--. i � .. . . � � No. Description Revision Date o I � I � , _-:i.`... -_' 4 ; i _.._ _ . . .. . _. ._. v � : � ; ' { '� � I ' A7.3 F - • �-' I- � �. ` -_ ____- 1 e � .. . __ r. co ; , I , r... A5.2 i �,: : � > .._ -- . . ., .: REVISED BUILDING PERMIT SET I ' � . _ __._. ` i ;; � � � � � � � . � � . - _, - -- , 05/ 10 _ , __ . _..... 08/ � � i ��^ � � � � - - - - � � , `� � ... ...: � ' � -- � BENCHL .. .: - - - �U ARE WN - , . � ,,.,._� � -�-. _ CHANGES SNO o \ ' - ; F �- -. � - - BBLED � , , ; : � � � , ,�... ...! , ..... Q � ADC7ED DETAILS ' � , a .z = � j , :: .... �� .__. .__ L --- ; , , , ' t� � � � 0' - 3 11l16" O.C� � _ . . ._ ; a m � a . a a a e I � � � � ,'���. . _ .... - . . . , . . . . . . . � � � � . � . . � . � . . . . . . . � . . . . . i � , . � . . � . . � . � � . . . . .� � ' ;:.. a . . , . '"_ ._ . .... ... ,. . '_ . ' . . � . .. . . . . � . . . � . \ : '_ . . . . : -. . i � �.. �. � . . . - . . :::. :. . .. ::. :: . .. . : . W G � - � - - - F ' � `t_ - ° EQ .:: . EQ:..: .... .EQ . :..; ., EQ ...� ,: EQ..: : ..: . . , � . ` -�-- . � � � � � � . . . � . . � �. � . . � � . . � � . � ..- . ..�. -.,.� � � . . . . _ . . .::: : .: . � . .: :>. -. � . .:, 1 .� .. .: . . - ' N . . C1W . . � � . . . . ,. t � I ` � g `:: � _ ; ; , �, T . O . FINISH @ 8277' - ° . . . . ; � >.. N . . . : � . � . . � . . . . . . � . . . � . � � . . . . � . . . � � . � . . � . � � . :� � � e u I . t � . . . . : � . ,... . . � . r, . , � . . � . . � . � . . � .. � . . . . . . . . . � . . . I . � � � . 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LAN ING 8277' - 0" I , :� a�. -� ! •.. BETWEEN WALL AND � o � � ; ;. r1� _ I I I I �, t STAIR TREADS ; ; � � � . .. . . . . . . . . . . . . . � ., � � I � � . . . � . . � � _ . . �. . � .. � � . � � . � . � � � � i � i � . . : . . . . . . . . � . . . . . . .. � . . � � . . . . . . . � . . . . . . . . . . . . . , . . . . . � � . . � � . N � � � - � - : � . � . � . . . . . . . . � � . . � . . � . � . � � � . � . � � .. . � �._._.._.. ._._ s . . . . . . . . . . . - . � . . . � � �. � . . . . . { J � r L v I FI r � Stair Main Level Floor Plan Cr Q . Gara e Level Floor Ga age e e oo � ,. _ , ., , , ( � � � 1 /2 - 1 -0 _ o , � o , Plan . a , _ , __. Plan � - - ' - a ' �• � � - z - - �_ �� - - - - - :.a ; - � �_ �� . . _ - , _ � � 8276 11 ( �. a , - - , , , , <_ _ `_:=:_ _.::_,;� 8276 � 1 A5.3 /'� . . . . . I . 4a , r .' . . 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O . a7 . � 5 /8 AX . DIA. O G _ � - � � - - I - - 1- - - � ° `° Plywood � o� - s vz� o� - � � i2° -' � � Plywood - 1-`� ., , - �, o , 8273' - 1 1 /2�� - ' I ' I - - - � �<- ;-� � _=8273 - 1 1 /2 ' 2 I ( � < , ° _ - A7.2 � � , , � -, o . - � 0' - 3 11 /16" O.C. Q ' . 4< ` _- 0' - 1 1 /2" FROM ROUGH FRAMING TO EDGE OF FINISHED STAIR ABOVE ( � 1Q' - 61 /4�� .: , . _ _ - - � ' � = I A . 1 1 .I . . . . . . . � . . . . . . . . . � . . I � . O � . I . . ia ; e . - . . . . . .. . .�.i.�� . I � . . � � � . . . A , ' n„ . . . . . . . . ... . . . . . � . . � � . � . � . . . � � . � . . . � . . . . . . . . . � . . . . . . . . . . . . . � � . . . . . . . . . . . . . _ _ �, I � . ( . . . . � . _ , .� . . . . . . . . � . � � . . . . . . r _ _ _ _ _ _ _ _ _ _ _ _ . . . . � . . � � � . . � .V � . . . � . � . . � . � . . � .� . � � . � �. � . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . � � i � . . . � �. . . . _ _ . . . . . . . . . . I . . . . . . � . . . . � . . . . . . . . � . . � . . . . . . . . . . . . . , - . . . . . . . . . , . '.. � O� - 11 " ' , < LINE REPRESENTS U P � d - , a _ p EDGE OF FINISHED Q � - - - - - - - - - - - STAIR - _ - - - - i� - � - � � z ` < � o I O , _ - . -.. _ _ � p I I I � ~ � � 6� I - ° I � ' � <-.a : _ � I . `. i . ._ ° - - - - - - - - - i ,e ' - . . . . . . . . . . . . , .,. . � �.. _ A7.3 � � ( r _ _ _ � ' .,.. , � - o � to � _ : , _• - I I i ih I , ` , o ,- d - LPo der R om- - - - = - � ; � � � � � � , ,Q . a, - _ � � � : ,` ; ; � A7.1 I 4 I I • -.- i '� L -� I`. � � ; , . ' , , � A7.3 I . _ _ • - �� � , I , 1 �` � , ( � � _ _ _ Vv � , d. I - _ - _ _ _ _ . , k ', . _ . _ <-� - - � � � ~ � ; ..-; ? . � � . A5.2 i � � 5 7/8" MAX . DIA. OPENING a . • - _:. ,. ..., � � _ _ - - - - - - - o - - _ � ; � , a. .� _ : , . I o . , ,r: � I - - - - - - 1 GWB ,a _ „ ° I � ( �. . - - I � � � 6 �� : e�d, _ � ' � i � � � A7.1 � : , . _ �` . . , „ u , .-; . . I r - - - - - , , � . . . . . . . . . .. . � ' . . . . I . . I . � . . . . . . . � . . . � . . . . . . � . .. . � . . � . . . . . . . . . ,4 .A_ _- . I � . . . . . . . . . . i . . � . \ � . . . . . .. � . . . . . . . . . . . . . . ' . ( \ , � z Stora e n er . , � � Q Powder Room g . � �:., _- � - - - - - - - - - -z - - - - - REVISED BUILDING �' � � � ' � _ � Stai � - ° o ° �` ° � . . . . . . . . PERMIT SET � � � ,� _ : '- : -_ �we . � 4 . . Issue Date �I ; I I o � ' : . - - T.O. LANDING @ 8265' - 3 1 /4" Stora e Under - 34 08/03/ 10 � ,.,� . � z - � -� . ' - 5 R@ 7 5/16° ( Drawn by AG li �tc'� I t'S cn o , , - 3 _ I 0' - 1 � ° I z° : < ; _ _ A5 . 1 = $t C8g@ U d@t' 4 T@ 11 ' Checked bY I� B � __ _ o . o � � : a, _ _ � , 34 o I I I - _ Sta� r � . � � � - a� : 2 � � scaie As indicated - _ 6 _ ' � , a:aP� i i - 34 - - - - - ' - � - . _ .. , _ ,, a , 5 7/8" MAX . DIA. OPENING� � v � " • - �.OWeC' L@V2) T. d . 0 2 1 /2 9 1 /2 3 - 8„ 4� _ �,� ( �- .- Lo er Leve T . 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"_ � . . _ - : �° �� _ - . � , : - - : . = . .: . . . � _ _. - 261 � - - - � � - - - - - z_<, _ �' , . .. . . . _ . - d a . , . . . . . - . . . . . . � . . . _ - _ _ - . - - _ _ _ _ _ _ _ _ _ _ - 4 " � " t a ' , _� . . � . . � � e: , :Q: : e, , �- - . , a Stair Sheet . , . . . . _ _ _ . . . � . _ _ _ _ , a. .a . a� Q e , a - . . . . . . . . . . . . . . . . ' ° a . - _ _ _ _ _ - . . . . . . . . . . . . . � . . . - _ . . .. . . . . . . . . � . _ . . . . . . o . _ - - - - - - - - - - 5 , _ ` " _ - . - -. - :< ,, . - _ ' a: • . ", ', .- • . : , ". ". . ' - ° • a '� , a " a _ _ - - . . _, ,- _ . -, - - � . . . . . . . . � . . . �� . . � . � . , � Q . � . . . . . . d' b . . . . O . . . . . . . . '0! A � • � .- . . . . . � . � � . . . � � � . . ' . , Q � � . . . _ . _ _ _ _ _ . . . . . . - - I . . . . . . . . . . . . . . . . . . � . . '- . d " . " n " : a : . . •a . a a ��, : .- d� � .: � �- , a . ' . ,� . � . .• d . : ' • . " � . . ° . .. d�,. . 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CUT TOP AND `� US Mail Onlv: P. O. Box 2378 BOTTOM Td MATCH STAIR ANGLE. � � ' „ ,� ,� . . I � m o 3/8 T X 3 1 /2 H X 1 1 /2 W STEEL PLATE Physical / Fedex. 210 Edwards � o WELDED TO STANCHION . CUT TOP AND Village Blvd , Bldg A Suite A103 '! ° ` ---_�.__.----� ' BOTTOM TO MATCH STAIR ANGLE. ! ---__..__� o' - 4° o Edwards, Colorado 81632-2378 i {970} 926 43Q1 , Fax: 926 4364 hans uC�.berglundarchitects.com j - www . berglundarchitects.com , „ = 3/8"T X 1 1 /2"W STEEL TOP STRAP WELD TO T 3!$"T X 1 1 /2"W STEEL TOP STRAP WELD TO � 0 - 8 5/$ v STANCHIONS m STANCHIdNS , o � i —,_, ..J.._ � 1 � SHORTEN PICKET TO FILL GAP TO SHORTEN PICKET TO FILL GAP TO j ' c� MAINTAIN 4" fVIIN CLEARANCE Pv1AINTAIN 4" MIN CLEARANCE o � - � 3/8" X 3(8" STEEL BAR STOCK PIGKETS o � _ 2 � �� 0' - 0 3/8" 3l8" X 31$" STEEL BAR STl7GK PIGKETS @ o @ Q !8 4" MAX. O.C. � 4„ MAX. d.C: . . . . . . . . . . . � . � � - . . . . . � . � � . . � . . . o . � � � � .� . � . � . . �. . � . � i . . . . . . . . . . . . . . . . . . . . . � � � . � . . . � � . . . . . . . . . .. . . . . . . . . � . . . I . . . . . . . . . . . . . . . . . . . � � . . . . � . . . , . . � . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . I = 3(8" T STEEL BARSTOCK STANGHION 3/8" T STEEL BARSTOCK STANCHION `=� TAPERS FRQtN 3 1 !2" W TO � 3!4" W TAPERS FROM 3 1 /2" W TO 1 3!4" W ; `~� c�o WELDED TO STEEL BASE PLATE . GRItilD WELQEQ TO STEEL BASE l�LA�TE . GRIND � ' TOP TQ ALIGN WITH STAIR ANGLE: i TOP TO ALIGN WITH STAIR ANGLE. ! � - . . � . � � . . . . . . . . . . � . . . . . CV . . . . . . . . . . . . . . . � . . .. . . . . . . . . . . . . . . � . � �.. . . � . � . . � � � . � � . . � . . . . . . . . . . . . � . . . . . . . . T . . . .. . . . . . .. . . . . . � � . � . . . . . . . � � . . . � . . . . . . . e_ . � . . . . . . . . . . . . � . ,,. . . . . . . . . . . . . � . . . . . . . . . . . . e . . . . . . . . . . . . . .. . . .',.. � 0' - 5 3!8" d' - 3 1 (4" � WELD AND GUT STRAP TO DIMEP�SIONS - 0 0o SHOW TO MAINTAIN 4" PvtIN. GLEAR,4NCE � t"' WELQ AfVD Cl1T STRA6� TO dIt�ENSfONS °, SHOW TO iVIAINTAIN 4" MIN . C�EARARICE ' � - 0 3l8"T X 1 1 /2"W STEEL �dTTOf� STRAP ` 3!8"T X 1 1/2"W STEEL BOTTOM STRAP 0' - 5 1 /2" d' - 5 1 t2" �� � „ 0' - 5 1 !2 d - 5 1 !2 4X WOOD TIMBERS STAINED TO • � � _ : : - '` .. N MATGH WOOQ FLOORWG: SCREW _ c� TO STEEL PAN FROM BELOW. TAB � - � _ - N M SCREWS FLUSH. t 1 , . � . .. - 4X WOOD TIMBERS STAINED Tb � -_ . • �e/ .. � r. , . .. . � MATCH WOOD F�OORING. SCREW i o TO STEEL PAN FROM BELOW. TAB � � SCREWS FLUSH. PAIR OF C8X11 .5 STEEL � � � � i CHANNELS . PROVIDE TWO PAIRS � � � ' � ; TO MAKE UP THE STAIR o � I � STRINGERS � � � I - `:. - � /� � � - ' '. 112" CUSTOM STEE� TREAD PANS. � �+ -- THROUGH BOLT TO STRINGERS U er Level Stair Handrail Pers ective 3 U er Level Stair Handrail Pers ective 2 U er Level Stair Handrail Pers ective 1 Main Level Stair Handrail Pers ective 2 Main Level Stair Handrail Pers ective 1 � �2° cus-roM sTEE� rREao PaNS. � � � � i .�� � Z � �) � O 9 I THROUGH BOLT TO STRINGERS � Q \� N �� �,/ A \,_.;i {�PPFR V LANDWG C�NSISTS �F � �./ L/ \.`_.,���� � KNIFE PLATE WELDED TO C- � (a) 4 X T�B��S � � CHANNELS THROUGH BOLTED � � � _...—gTW OPPOSITE C-CHANNELS � � � � �� � /� � I U P P E R L E V E L L A N D I N G G O N S I S T S O F v V � (6} 4X TIMBERS � � � ee 7 Pa�R aF csx, , .5 sTEE� t1 er Level Stair F�ailin Detail 3 � RADIUS TOP WOOD HANdRAIL SCREWED C NNEL . OVID b PAIRS 6 pp g r' � FROM BOTTOM TO 1 /2" T X 2" W STEEL TO UP T AIR � � ���p = � �-0�� � STRI GERS �� �� BOTTOM STRAP WELDEd TO STANCHIONS .� 0 - 4 3/4 � , �' t! � r L�v�B Stair 9�ailire Detail 4 `���a . . . . . . . . . . .. . . . � � � . . . . . . . . . . . . . . . . . � . . . . . � . . . . � . . . . . . � . :� PY o 1� 91 : . . . . . � . . . . . . . . . � . . . . � , � � . . � �. . � � � � . . � .. � � �d . . . � . ( 1 1 /2 � '� Q ' � 3!8" T X 3 1 /2" H X 1 1 (2" W STEEL PLATE 1 � „_ WELDED TO S7ANCHION . CUT TOP AfJD ' A5.3 A5.3 � � gi BC�TTOM TO MATCH STAIR ANGLE. � � � � , --- RADIUS TOP WbOD HANdRAIL SCREWED 4 � , ,� FROM �OTTOM TQ 1/2" T X 2" W STEEL A7 . 1 A7. 1 � � I �bTTbM STRAP WELDED TO STARIGHIORIS � 4 ,47 . 1 A7 : 1 � � � � � 0' - 8 5/$„ - m 3(8"T X 1 1 /2"W S�EEL TdP STRAP WELD TO �r c? STANCHIONS `; ` 3/8" T X 3 1 /2" H X 1 1 (2" W STEEL PLATE '� . I p I ( � I ° ° ° WELDEQ TO STANCHION . CUT TOP AND � \� BdTTOM TO MATCH STRIR ANGLE. "\ SHORTEN PICKET TO FILL GAP TO N ^ - — - — - MAINTAIN 4" MIN CLEARP,NCE � , ;'� � � � . _ . � , o o . � � .. = C` � , i i -�- - 3/8" X 3/8" STEEI BAR STOCK PICKETS @ o _ �� � � -� - , ;� Master Bedroom ; Master Bedroom ;.a 4,� MAX. O.C. � o -r M � � T . O . PI ood :-� - . : T.O. LANDING 8288' - 2 7/8° � T . O . P) WOOd @ — , i _ n � _ 3/8" T STEEL BARSTOCK STANCHION _ _ 3!8 T X 1 1 (2 W STEEL TOP STRAP WELD TO � H2HS 2 � �H _ � � �� N TAPERS FROM 3 1 /2" W TO 1 3/4" W - T STANCHIONS Z _ 82HH - 2 'I �H co WELDED TO STEEL BASE PLATE . GRIND co = MaStel' Bc`�tllrOOCTI - Mc�St81" Bc`atI1rOOCT1 � _' TOP TO ALIGN WITH STAIR ANGLE: , . - � - T. O . PI ood — — — T. O . Plywood � � SHORTEN PICKET TO FILL GAP TO - �:- . O - YW = - - - - - - - - . . � � . . . . . . . . . . . . . . . . . . . .. . . . . � � .. . . � . � . . � . . . . . � � � � � . . � � . . � _._ �� . � . . . . . . . � _ n . . . - . . . . . . . . . . e _ n : . . . . . . . . . . � _ �� MAINTAIN 4 MIN CLEARANCE O HZHH O J�g $2HH O 'rJ�H REVISION 0 0 3/8 0' - 5 3/8" 0' - 3 1l4,. ( = I 3/8" X 3/8" STEEL BAR STOCK PICKETS @ .- c9 , ��u� M : z N 4,. MAX. O.C. �n ii � 8 I Revision ' �' WELD AND CUT STRAP TO DIMENSIONS o o �� � _ a,7z �� No . Descri tion Revision Date . SHOW TO MAINTAIN 4" MIN. CLEARANCE o , z O � � , o P - . ` ,. ._ N �� „ , 3/8" T STEEL BARSTOGK STANCHION � II ' I_� O „ M co 3/8 T X 1 1/2 W STEEL BOTTOM STRAP ° 0' - 0 3/8" T A P E R S F R O M 3 1/2" W T O 1 3/4" W c�, � ; T.D . LANDING @ 8285' - 1 3/8„ a .� M o� 0' - 6 5/8" d' - 7" 0' - 0 3l8�� WELDED TO STEEL BASE PLATE . GRIND O i TOP TO ALIGN WITH STAIRANGLE. � � REVISED BUILDING PERMIT SET o _ ' o � ti , I � 0$/05l10 - . , . N a _ N � 5 7/8" MAX . DIA. O?ENING _ ' o _' I . ' , ,. � r- o co 0 _ � 4X WdOD TIMBERS STAINED TO � � ' . : ; fv1ATCH WOOD FLOORING. SCREW � WELD AND CUT STRAP TO DIMENSIONS , ' CHAfVGES ARE SHOWiV , o TO STEEL PAN FROM BELOW. TAB _ o SHOW TO MAINTAIN 4" MIN. CLEARANCE I BUBBLED SCREWS FLUSH . : ( -- -_.�:� � — 3/8"1 X 1 1 /2"W STEEL BOTCOM STRAP ADDED DETAILS Garage �evel Floor � arag � Level Flaa � o � - - � �. Plan - .. - - .- . -- : - ': ;:,, F'lan . . . : . . I � - - - I 6 — — — ,.. .,- — z� � ao — - ; :. — — . . � — °: 8276' - 11 ° - 8276 - 11 . ,: - - , .. - ,.:. _. - " 4X WOOd TIMBERS STAIPJED TO -- ' MATGN WOdD FLOORING. SCREW : ,. - ` .. - _ , .., " . ,. ,. ..- ; - � O W A7.2 0 h TO STEEL PAhI FR M BELO . TAB .. .: . ..: . ,>- .. . . r I � SCREWS FLUSN . .w 1 /2" CUSTOM STEEL TREAD PANS . -._......_ � _ _.... , . ,,, .. ,,., -- �^ro THROUGH BdLT Td STRIP�GERS �_ -______ .._._._ � ' I �? ,3 - — - — - � . . -r:c�. L�rv � i �v � @ s2so� - � ar2° m � o� .. _ '� ,. • , : - PAIR OF C8X11 .5 STEEL KNIFE PLt1TE WELDED TO G : .- ;:-- . .- . CHANNELS . PRdVIDE TWO PAfRS I � � CHANNELS THROUGH BOLTED ,, .. ,- .; .., TO MAKE UP l'HE STAIR , � , � BTW OPPOSITE C-CNAtVNEL5 STRINGERS E I a� 2 ° � � I � � ' ' �y , ' _. UPPER LEVEL LANDING CdNSISTS OF ' . 1 /2" CUSTOM STEEL TREAD PANS. I I (6) 4X .TIMBERS I � - : THROUGH BdLT TO STRINGERS �, , ... PAIR OF C8X11 .5 STEEL . I � I � ( ELS . PROVIDE IRS , - -- . ., �, , ,� o � �� O MA T _ UPPE L LA G CONSIST OF � _ T.O. LANDING $277 - O � 0 11 , @ STRWG RS � - I (6) 4X IMBERS I - - . I I � `�' I � _ — _ : _ � _ , _ _ � _ . . . . . . . . � o N I U er Level Stair Railin Detail 2 U er Level Stair Railm Detail 1 ara e Level Floor �-� � � Garage Level Floor n pp „ _ � „ g 7 �� _ , „ : , , 1 1 /2 - 1 -0 1 1 /2 - 1 -0 Plan 5 7is nnax . �ia,. oPENw� °� _ o Plan _ _ — _ _ _ — — — — — — 8276' - 11 ° . ' 8276' - 11 ° : 8 _ � � . - _ � 8 _ o : � ---- RADIUS TOP WOOD HANDRAIL SCREWED o - — - � FROM BOTTOM Td 1 !2" T X 2" W STEEL � �� BOTTOM STRAP WELDED TO STANCHIONS r> . _ � � I � `o � = RADIUS TOP WOOD HANDRAIL SCREWED 3/8" T X 3 1 /2" H X 1 1 !2" W STEEL PLATE `; FROM BOTTOM TO 1 /2" T X 2" W STEEL _ � c`� 111 L@V2 � T . � . Malll L@V@ � T. � . i I WELDED TO STANCHION . CUT TOP AND o �p BOTTOM STRAP WELDED TO STANCHIONS �;' 0' - 4 3/4" BOTTOM TO MATCH STAIR ANGLE. �^ _ o P�OOC� _ _ PI�/WOOCI ' o� - a° N o` $273' - 1 112" : 8273' - � � 12" � � r 318" T X 3 1 /2" H X 1 1 /2" W STEEL PLATE : ° W ELDED TO STANCHION . CUT TOP AM11D � , � o BOTTdM TO MATCH STAIR ANGLE. ; ( - ° ` _ — 3/8"T X 1 1 /2"W STEEL TOP STRAP WELD TO ° o STANCHIONS � � ( I — � � I 3!8"T X 1 1/2 W STEEL TOP STRAP WELD � � A7.1 ( ( ' --- SHORTEN PICKET TO FILL GAP TO � � MAINTAIN 4" MIN CLEARANCE = SHORTEN PICKET TO FILL GAP TO = '' o ( � N MAINTAIN 4" fV11N CLEARANCE - — - ' �� ,� " i� I v � � , � I 3/8 X 3/8 STEE� BAR STOCK PICKETS @ ; � �� Q , I � 4„ Mp,x. O.C. � � � T.O . LANDING @ 8268 - 3 3/4 � : WELD AND CUT STRAP TO DIMENSIONS ( o � , z °;._-. - �' SHOW TO MAINTAIN 4" MIN . CLEARANCE � . r � i i , , � � , ` > _ ,� � _ 3/8 T STEEL BARSTOCK STANCHION i � . � � I I i TAPERS FROM 3 1 /2" W TO 1 3/4" W � p ( � ` .� �� � � f.- , � � � ,,, I WELDED TO STEEL BASE PLATE . GRIND 3/8 X 3(8 STEEL BAR STOCK PICKETS i i � r � � ,_ I � \ F ; TOP TO ALIGN WITH STAIR ANGLE. @ 4�. MAX. O.C. i �- ,; I �� � ,� � , I I � I � ': � ; , _ = 0 - 1 3/4 0 - 1 1 !2 ( i � c� _ ; � . 0' - 6 3/4" 0' - 1 3/4" N N i , z � : , ' , 1 : , ` , { � � I � � , . , p I _ I . ,, 3 . ° ° 3!8" T STEEL BARSTOCK STANCHION � � , � Z o g i ; , . ° � , _' WELD AND CUT STRAP TO DIMENSIONS � „ �� � - o ,� o TAPERS FROM 3 1 /2 W TO 1 3/4 W � � t7 ' 0' _ 11 „ _ ' a.z � � ° , . SHOW TO MAINTAIN 4 MIN. CLEARANCE � � ch / � ' , < j WELDED TO STEEL BASE PLATE . GRIND � '' � _.- _..: i- � �� °,- .,. ; ., ;, ,i . � i � - I _ . _ TOP TO ALIGN WITH STAIR ANGLE. g , T.O. LANDWG @ 8265 3 1 /4 ,- - ..,- _ ,n ,.,. .. ; . .. . � � � o _ � • . F , , � -. ' `... 3/8"T X 1 1/2"W STEEL BOTTOM STRAP , I � io i w:� . . ;`. . . , , , . : ,.. Main Level T. O . - � ,� - ._- o � � � I i k .., . < , ,; � � : � ' � r� =- ° . , . o � � � PI OOCI ._.. _....._. 3/8"T X 1 1/2"W STEEL BOTTOM STRAP i � .m__. � _ _. 4X WOOD TIMBERS STAWED TO — _ — � 5 7/8" MAX . DIA. OPENING � � . ... . , _,_ i n c� o i � - = MATCH WOOD FLOORING. SCREW 8273 � � IZ : � ( � �� , . . _. . . .- . N _ _ „ � � T.O . PLY @ 8265 - 2 1 /2 � I . . . . . . .: .. � TO STEEL PAN FROM BELOW. TAB d. 0 3/4 FINISHED WOOD RISER � . j . _. . ' : . ` : r> � SCREWS FLUSH. c`,� .. � _ � — . . � 1 .:. -. . . . . . . .. . : . . - , .- r _ _. � � . , . , o -. co � � „ I ( Storage Und r REVISED BUILDING i o ' � - - - ' _ . .. . . • o o _ 3/4 PLYWOOD RISER � � . PAIR OF C8X11 .5 STEEL � ., _ ., . : . .. � .� � � � Stairs PERMIT SET ' Ma1 ►1 L2V2I T . U . ... . . ... . . ,.. . . : , LVL HEADER RE: STRUCT. _ � ISSUe Date O O � O CHANNELS . PROVIDE TWO PAIRS — � i 34 HI 3� PI WOOCI _ .-:: :. ... ...: ' : � .__' _ : TO MAKE UP THE STAIR : � i , - Y �� - - M - . -STRWGERS- � ❑ Drawn bY AUth01' � —T , : \ 8273 - 1 1 /2 . ° � ` � � � I Checked b _ __ _ � ` I _ v Checker � � ' � = � i . . _ _ M 1 /2" STEEL BASE PLATE LAG . � � � Scale ; o BOTED TO LVL'S RE: STRUCT. ,.... 14" VL STRINGER NOTCHED � � \ AS IIICIICateCl .._.. . „ \ � � Lower Level T. 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THEY ARE AT THE LIVING ROOM AND DINING ROOM , � „ � � � FIREPLACES. ALL OTHER FIRE PLACES ARE EITHER EXTERIOR OR � - 7 � �� s ° SEALED UNITS THAT DIRECT VENT TO THE OUTSIDE. SEE PLANS FOR ` � TYPE AND MC�DEL NUMBER. : ;. � _, � �-- m , : o � , ; , �, . . � ,.._ �, �I '� 0. _ 2„ ,` ! -::.1 ; ; TUBE STEEL POST CANTED AT 1 : 12 `, .-. . ..:. . � -- WELDED TO 1 /2" X 6" X 4" STEEL PLATE US Mail Onlv: P . O. Box 2378 ; f�,._�.. _ : � ; SET IN A BED OF SEALANT AT TOP AND Physical / Fedex. 210 Edwards 4 i 1 BOTTOM EXPANSION BOLTED INTO Village Blvd , Bldg A Suite A103 '� �� -~ � ' ' MASONRY BELOW AND STONE CAP Edwards , Colorado 81632-2378 , � ABOVE (97d) 926 4301 , Fax: 926 4364 _ : t hansCa�ber9lundarchitects.com v � . . . . . . . . . . . . . . � . . . . . � . . � . . . . . . . . . . . . . . . ..............__ _....._ ... 1 . . . . . . . . . . . _.. ..� ,.... . . .� , www . berglundarchitects.com t ; , ; , . . . . . , _ _ . ,.__ .. _ . ......._.._. . � ...._ I � �' �j I ; �' -"\ �� i � . ` � . . -- . . . 1 ��--_::�__ _ t � . .._ �.. .__ , _ .. .__ , r . .__ �_ � .. ..... , i _ .. � =�' � ; , � ; � � ~ �1 \ ' � -- � � i , �, � , . , � , i . . . . . . . . . . � . � . . . � � . . � . . � � . � � � . . . . . . � . . . � . � . . � ....1 , f f � � � \ . 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I � - - ANNEL t � G / (3 24 x �0 Ir�t� ri� r U1/ood Door ._, , , . a . _, . . , � ; � � / ! ��/ / � �, ; TO WINDOW HNEA ER E STRUCL �.; TOP OF FLASHING 1 1/2" MIN , ' e, . . .- ` ' ` . . . . i- - . n . , . . , _ •°_" - <, a a_. :a .: < ac . .- - , _ ' . ` . -• ` a ' I STRUCTURAL PATIO SLAB STEPPE6! -i-'-�--- --� 19 222 26'° x 96°" Interaar �IVo�d C��or � � - � _ - J ` 1 1/2" RIGID FOAM PANEL ' - " � ` ' ` -� _ °- a' °. a ' �? ' - a - , . , = ' � DOVdN 4" FROM INT. SLRB RE: STRUCT. I i - TYP. STONE VENEER WALL ASSEMBLY � � ` 3 GLUED T0 1/2" PLYWdOD TOP - _ _ 9 . " m' _ - . � : : :a e '. . ` e � � � ' _ ae y '/�e 7 }(�5,eo �/} �/p��(� � +� �/'y�}r 8�1�� A.JI �. d.7l ���i.9'Lo��� �� (d � � � L�� � 4„6 - V `� � �..� �- e �lJ - . - -! -„ SNEETR-12.5 +l- RE: SPEC. , B - ' . ,�° a , '' -. ' ;< . ' ' •- . - : � ' . _ - . 6" ±� � . - 1/2" PLYWOODOROSBSHEATHWGRE 20 237 36 3/4 /\ � V 0 �/V �/dl. V Y VO� � CA� V .`� ' °O ` ,• ` . � 1 � o I I - �= - ` a ; " �'` a e . - � I _ STRUCT. ; . 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' +5 ` ° I I , � •` 1 1/2" RIGID FOAM PANEL . � . . � .g � . � � y + . , /� , �-y , � . . . . . � � . . . . � . .. . , . ' . ; ;' LRP WAYERPROOF Pv1EMBRANE . � � . . - i -I- r- --t '� "d .ti a ., � ' ;;ed� - , .-a _ , Q. � a' - � , �� ' �- ,d °' .n -a `� �. � - a a " a -; -e . : � �' ° � �. , g - . . . . � . . � . � i i ' 1 � . . . . � � . ., .. � . . . , ' � •, � 103 � �� ���� X ���� l � ler��r VY ��� B3dar -i-- -� , - OVERNAILINGFLANGEAND , >:; ..: ., e _ � .- `. . .� ' „ �_ . - da ' � � -� � - �'s�., ' �� ._ - a = - ' � ` � " ` Q = . - ` • . . -. "< . ' < - SHEETR-�12.S +PRE: gpE�C. � , CONTINUE UP UNDER FLASHING _ , - <. . d _ a :a n 4 - d ` e ' ` ' :° � � ; ' � ; ' . AND UNdER BUILDING PAPER ,' r; , , _ ' - .- ' . - ' < ' ' . 'a�- q . • - • � ° � "" _ . . < .. � a d . , , - I -i- i - --F -d -< c ` o- o= .d , • e ' a . 7. ' ° , < • , a ' ; g. ;. `a ^ ' �s . , , _ . ,°,d �' � � ( �' _ METAL FLASHING WITH DRIP EDGE TO MATCH 105 270 1 � X 8 Garage �oor � -t ,� � � ' , , , : , , - � � � , �� _ . ,. � _ i = ' ; _ , q a y , - . ` , ; < ' • � .. • :_ ", ' ° � n. _. a < , o: .Q `p a ` � . ., a ' � DREXEL METAL ROOFING COLOR: DARK z, . I . - HEADER RE: STRUCL ,; _:.. i �- , d ; , , Q , ' , : _ � 9� ' . � : .' a' . - a - . .;' � < . ` T . O. WALL - BRONZE _ _t - I � 106 273 36 x 96 Single Glass Panel Door : : , , - . - . _ . ° _ - - - _ . . . _� _ �- . . . I I I a � • 9. • - e • • < `/J . . . . .. a , . � c . . 'a � Q . . : . I . . . � � , . STUFFED IN INSULATION AND SHIM AS REQ'D `. ;:` i I - ' . ' °- �q • <' y� d .' ' ' - , ^ . � � � � � � ' , CT � i i . LAP WATERPROOF MEMBRANE � . . . � . � . :: . . _, . . . . � � . .: :_. :,� -i---- ---� � '- � - . . � , • . � . . . . . . . n n . , _ , i � ' , e ' y _ - : • a - - .e a , d 9 _ • a ', o _. . - ' d ` . ` _ ° • atRE i - OVER NAILING FLANGE AND 107 194 34 x 96 Interior Wood Doar .: � ( - -+. ._, , . - . . < - , .. . ;< . : , - � . , _ . . _ � �. ' ; , - ' � . . - , . _ - - ' " ' ! : < � � . . , a,- d -, , ' , a , - � ` ` :a - -i- CONTINUEUPUNDERFLASHING � . . . . . . . . . . . , I n � . . . . . .:_.: .��;. . . � . I � . . �. A a��. - , . . '. . _ ' . `, . a _ . . - . . . . . . . . . 1 . . . . . . - . . �� . . . . . . . . . . . . . . . . . � -• � • DRYWALL RETURNS TO DOOR HEAD - � ----i�- - -a " ' ' ° ? " ° p - . '"a ' a ' � ., ;' • , : . , <°; c - e' < Oe ' AND UNDER BUILDING PAPER STRU e� �� - - 1 32 x 96 Interior Wood Door � � -• - - - • ' . --�-- - �- a- ..e � - - - _: _: � � $ - - °- - � � ° � � �.<° � - ; �+ -; - . 108 93 � � " ' - " n . YI , _ e _ , . . . :. � _ a .o , d - ' - • _�.,... �.._ . . . . . . . . . . . . . � . . . . . � f , � . � . . - . ' :...: .:. .� . _ . . . � . . . -- - -- - � � s ' . - �n ' • ' . : , • _ ' ; a •.- ; ': % ': .. . -- HEADER RE: STRUCL n n EXTERIOR INTERIOR t � . - , . . � . . . a . a . � ` � - _ 113 192 36 x 96 Interior Woad Door � , . :. : - - � � - - � : , , _ . . a . . , a �- � . . < , - - � , � � ; - - _ , . , , _ _ - ; � " " j STUFFED IN INSULATION AND SHIM AS REQ'D � � . � . . . . n � � n . . . , . . . . . . � . . . � . . � � � � . � � . . � . � . . � � .. . . � . � � � � - -- -- ---L. _ , a �� < , a_ . - � ; � . c . � : : : ,- ° � - --�-- ��� '^ ..:i� .. ��� . ;'�. . � . . . � i ! . � - . . . . . . . � � � . � . � . . . . � � 4 � 94 34 X 9� I C�tGI'IOr WOOd DOOI' DOOR RE: DOOR SCHEDULE � '::: ' - .. . . . . . . . . . . . . . . e . < • .-n - < e � a I . � . I . . . -- --- � -- �' • ' `' " ,'' , : ', - ; a, , : . ° , - : " . I- � -- -' I ' . > : : , ; . . . DRYWALLRETURNSTOWINDOWHEAD = ' . , . . . . . . n . n . . . . . . . . . . . . . . . . � . . . . � . . � . . . � -�- . � } . : . �..� :. . . . . . . . . . . _ . , . - . . . � . . . , , . � A • . . p . . . . . . . . . . . . . . ( . l � � . . . . . . . � . . . . . � . . . . � . . � � . . . . . . . . . . . � . . . . . . . . . . . . � � � . . . . . . . . . . - _'+-_ __.. . ' � - ' � , _ . . iv T . .i'.. . :. : :' : ..��'.' . .. . . .. .:: , .' . . . .. . .: .. . . . .. . .." . . . :: ': . . . . � . . . . . . . .. . � L . . . . . . � . . . . . � . � . � � O 3 � 4 26 X 96 POC,ket DQQr � t . - - n.° ' ° " : . , : ;, ..; '. Sz2" RIGID WSULATION BOTTOM ALIGNS WITH ' < ' s - � : ° � , Q � _ " - P - �e" >>;EXTERIOR RIGID INSULATION . ' ,t:. n n • : -. • < _ - - - - � ,. ` _ EXTERIOR INTERIOR REVISION 120 258 34 x 96 Pocket Door . . _ , :' . . . . . � . d a . � . � . . . . . . � . . . . � � . . . � . . . . � � . . . . . < . c . ... , _ .. . . . , , � . , - :..r; . . r.:. :>..: .: : . . . . . . . . . . . . . � . . � . 11 11 . � . � . . . . . . . . . . . . . . . , i. . . . _ .. . . . . ... . . . . . . . . . 121 217 30 x 96 Interior Wood Door . � e, e - . � .° <. - , • - , ' - - -- CONCRETE FOUNDATION WALL =4 a ' , , _ � � - ° " � - 'a _ _!_ RE: STRUCTURALDRAWINGS WINDOWRE: WINDOWSCHEDULE RBVISI011 � . : . - a - : � :. ' « '. , i - E Na Description Revision Date 122 314 26" x 96° Pocket Daor a . - < - � a _ , a - � a . 123 314 26" x 96" Pocket Door � 1 125 301 54° x 96° Interior pouble Framed Glass Doors _: sr CT. REVISED BUILDING PERMIT SET 126 367 188 13/ 16° x 107 7/8° Ext . Family Room Slider pouble Glazed-LowE EC (dual Low E ) , U-Value = . 30 -� osiosi� o 129 393 24" x 90" Glass Shower po� r Out �win Door Head Stone Veneer 4ut Swin Door Sill � Window Head @ Stone Ven �er cH�� �ES aRE sHOwrv 132 251 71 3/ 16° x 107 7/8° Ext. Double Waod Glad �oor Dauble Glazed-LowE EG dual Low E , 9J-Value = . 30 . 11 3"� _ � '-0" 7 3" - 1 °-0,� � 3'� = 1 �_p„ �ueg�E� c > 134 194 34" x 96° Interior Wood �oor �R � �i � a�aE� aEr,ai �s � �° I'� LIN � 135 217 30`" x 96'" Interiar Wood Doo � urv � �Ria LINE 136 229 ��°° x 96°° interior Wood L��uble C3oar 138 316 26°' x 90 " ; 141 260 60@` x 96°' Interi� r 1�/ood C��uble C�oor _1 _; qA .q A ^ + � � / p� � .,- iQ-t�� 1 ��F 3`-��� X � �p� IC� I� rIOB� VNOO� I.JOC� r -� -- -± ._ , TYP. W06DSIDINGWALLASSEMBLY EXTERIOR INTERIOR ot n EXTERIOR �� INTERIOR , i - � 146 25 � 71 3/ 16 x 10? 7/� Ext. C�ouble UVood Clad Door �r�ubie � I �z�d-Lov�rE EC �dual L�w E} , tJ -V�Iu �= e30 a� - , 1J4 0 I �_ . i_ _ ; - 1 !2" PLYWOdD OR OSB SHEATHING RE: ,q /� , �y �^+ � � ,., • STRl1CL � WINDOW RE: WWDOW SCHEDULE I �f7 277 ���� X �6�� I �terlOr �,iO �.I � I � FrC�I�T� �� VIC�S� DC)OCS . F DOORRE: DOORSCHEDULE - -; ; 1 '. BUILDWGPAPERLAPSOVER EXTE RI OR -I - � 0o r� . , , , TOP OF FLASHWG 1 it2" MIN SEALANT JOINT ANd BACKER ROD '� 51 229 4�8 x 96 Ir�terior Wood �ouble [3aor SEALANT JOINT AND BACKER ROD - -}- --! 1X6 NEW VERTICAL CEDAR SIDWG 158 222 26" x 96" Interiar Woad Door � ' ` � � : ., ,; SEMI-TRANSPARENT STAIN CUSTOM i -;. COLOR --- STUFFED IN INSULATION AND SHIM AS REQ'D n n . STUFFED IN INSULATION AND SHIM AS REQ'D I ( ; 164 222 26 x 96 Interior Wood Door � -� - k � : COPPER FLASHING �� �� ; � � . , : 167 393 24 x 90 Glass Shower poor - - � . ; - ' DRY WALL RETURNS TO WINDOW JAMB n n . --- DRY WALI RETURN$ TO DOOR JAMB -� - '-, LAP WATERPROOF MEMBRANE 169 192 36 x 96 Interior Wood Door _ : I i I .,- OVER NAILING FLANGE AND . � � , •,_ CONTINUE UP UNDER FLASHING � , -: °,, _ ; . - -' . , • . n n . � _ , , . • _ ;-i ' � AND UNDER BUILDING PAPER , , . � : : ', , , , .• - • � `. 170 222 26 x 96 Interior Wood Door -_ -, ,°.� �. : - . . _ , _ . : , , . . . , . STONE VENEER FARMERS STONE � r _!-rt -- . ,,` '-� , -'- - . - - STONE VENEER FARMERS STONE n �+n + • .-. -;_. � -._ . LAYUP BLEND OF VOGELMAN .-. .�_ _- � , i_ LAYUP BLEND OF CO�ORADO BUFF, � H� ZZZ 26 X 9V ( I1lerlOr WOOd DOOI' ' ; ,�, � � . ' . BROWN, ADOBE BROWN CHOPPED , � �, HEADER RE. STRUCL , � - ' - FRED'S BROWN, AND SIMILAR LIGHT ' '` ' � =� - AND WALNUT GROVE LIMESTONE - �". STUFFED IN INSULATION AND SHIM AS REQD ' �- '" ' ,` BROWN, BEIGE, AND GREY COLORS , • _ ; _ � , , I , : � � � , , : ; =) I . - 1 1/2" RIGID FOAM PANEL ,,: , I , � _ , - "� ( ' ' 1 U2" RIGID FOAM PANEL � , ' . ; , � I ; . GLUED TO 1/2" PLYWOOD TOP ,:; -. . • _ , , � ' ' � GWED TO 1 /2" PLYWOOD TOP ;`; ' , ,, ' ` � ' ' �" . ' DRYWALL RETURN TO WINDOW HEAD ,. ' ; I -,- - SHEET R-12.5 +/_ RE: SPEC. , ' - ( ' - ' � GRID ' ': I ; -. - SHEET R-12S +/- RE: SPEC. ,:'' � I -`• ` LW E •'" _ -- - -- -- `. LAP 15T LAYER OF WATERPROOF � , LAP 1ST LAYER OF WATERPROOF ,: ._ ( 1 1/2" RIGID FOAM PANEL ''' ;,- j , ' : � " MEMBRANE OVER SHEATHING ' MEMBRANE OVER SHEATHING GLUED TO 1/2" PLYWOOD TOP '- I � � ! ', , AND OVER NAILWG FLANGE ,: ' I I ' - , -, ' ��- I � AND OVER NAILING FLANGE SHEET R-12.5 +/- RE: SPEC. '' . I I j i _ . ;: ( I . � . • . , - % ,: ' ' .;� � LAP 2ND LAYER OF WATERPROOF _ • . , :_ .- _ f ' .�,' MEMBRANE OVER 1ST LAYER AND < d ry ,, ' _ _ . • LAP 2ND LAYER OF WATERPROOF ; ' �; - --�- --I � �- MEMBRANE OVER 1ST LAYER AND 3X3 WOOD HEADER TRIM STAINED : ; i i � " - OVER BUILDING PAPER WITH PORTER STAIN 709 BLACK I ; } OVER BUILDING PAPER , � I � , = , . , -e, wr ovi �vnv� rn�=� vv �� io i u+ � �n WALNUT � � I lAP BUILDING PAPER OVER 1ST LAYER - __ � . ` _ OF WATERPROOF MEMBRANE , . , , _ .,, . . ,, , " ., . ....,, ...� .,�, .,,..� , '' ' , Y , � v I I � ( . -i- . 1/2" PLYWOOD OR OSB SHEATHING RE � . _ ; , I ' c � , ; - ' ( ( I ' ; � 1/2" PLYWOOD OR OSB SHEATHIN� RE: JNTERIOR -t- STRUCL � ; : , ; - . . ; ' STRUCL �, � I �- ( I ' � - , - __�. � TYP. EXT. STONE SIDING WALL ASSEMBLY i �- TYP. EXT. STONE SIDING WALL ASSEMBLY i -�-- ", INTERIOR EXTERIOR - WINDOW RE: WINDOW SCHEDULE _ � yt • ', , s, 4" CONC. SLAB ON GRADE WITH IN FLOOR RADIANT HEAT � I Out Swin Door Jamb Stone 0/ene r Window Head Wood Sidin � Windaw Jamb @ Ston � Veneer , F�N�sH F�ooR 10 3., 0 1 '-0" � 3"' = 1 '-0" � 3�� _ � o_a�e � GRID RE: FLOOR PLANS AND SPEC i GRID ' LINE RID LINE , GRID LINE LINE 2�� CONT. RIGID FOAM INSULATION � PANEL WITH BEVEL CUT .. . . . . . . . . . . . . . . . . . . � . . . . . . 1 . . . . . . . . � � - . . � � . . . . . � . . � � . . . . . � . . �i � . . . � . . . . � . . � . . . . . � . . . � � . � . . . . � . . . . � . . � . � . . � � � � i DOOR SILL SET W BED OF SEALANT OVER COPPER FLASHING ,- I ? ,,. � -.--.....__...--- 2X PRESSURE TREATED BLOCKING i , EXTERIOR CUSTOM WOOD TRIM STAINED _ � • WITH PORTER STAIN 709 6LACK 'd" „ , - - --� , '' 1X6 NEW VERTICAL CEDAR SIDWG : „ _.. .._ .. ...... . : . . . ..... .. .. � .. . . SLOPEI/8 : 1 -0" i , " � "" ' ' _ � ' - SEMI-TRANSPARENT STAW CUSTOM � WALNUT ". . .. . ... .. :.: . ::. ".. . , _ .......... . . . . ...... �.. T.O. SLAB _ .... . . _... ,. . _......... . . ..._.. . p .: _ - COLOR I �-.� EXTERIOR ' INTERIOR EXTERIOR WTERIOR f - DOOR RE: DOOR SCHEDULE `' , . . - . . . ' . � a. < - -± - - - i . . , . p - . . ^. . _ ^-°. - < a . • . ' _ : � - ; , o a - •_ '.° ' = _-___� RE: FLOOR PLANS . ;°. _ : , -' e - .� . . . , I I ; ' . � 1/2" PLYUVOOD OR OSB SHEATHWG RE: aa & I • - - • • . ' I d . � . a = tr - . . . I . . . . � a. . ,' a � ' a - . = e p _ " " ,� c " . a ; _� aa = _ STRUCT. WINDOW RE: WINDOW SCHEDULE a _ _ a - ��< . _ " a : . . _ . : . . a , a " � WINDOW RE: WINDOW SCHEDULE � � , • n - - • ' . � � _ I � < - . I ii/� , _ °- � - ' � � I BUILDING PAPER LAPS OVER . . . . . � . � " , ° . . . . .� ° " . ' . . . - . � . . . . . . . . . . . . •, : • ,_ , „ , , • °_ ' o• ^ a-, :a :, d� : ,- ' ., -� a '• ' ° STRUCTURAL PATIO SLAB STEPPED � - - TOP OF FLASHING 1 1!2" MW SEALANT JOWT AND BACKER ROD . _ • . WINDOW SET IN BED OF SEALANT , , , . Q _ - . " , . . ' - . "' . °. a. < � . ., , , - , a o � _ �r -. , , i• Q I DOWN 4" FROM WT. SLAB RE: STRUCT. ' � � AN L STUFFED IN INSULATION AND SHIM AS REQ'D - m a ' " - - 9 - � . . . . . � . � : . � � � � . . . . . " ° . � • . � 'ea � 'n " ' ' - .. , tl' . _. ,_ :? , , . ; . ' •a d • m dQ , . . . . . . I . ""� -1" � ; . . � . . � . . � . . . . � . � � . . . . . . . . . . � . . . . . . . .. . . . . . . . ' . . � . � � . ' � . � � . . . . � - ,! 1 1!2" RIG1D FOAM P E O� - 2 1 /2i� _' , _ ' - -, a . . 4, _ .� - . ' - . " . ' ' _ i _ GLUED TO U2" PLYWOOD TOP N I TI D SHIM E D . d• • , . , o ' a . �� ; ° • - e <' e ' ao , - ' ' i I ': SHEET R-12.5 +/- RE: SPEC. STUFFED I NSULA ON AN AS R Q' � , , . . , _ , - _ . , . � - . ; . . , , . • " ^ I I _j_" � , _ . . . _ ' '' - ' ' • ` � . . . < ' , ' : , ` a ` ' ' - ; � � < , � - q. - 4/4" CUSTOM WOOD STOO� WITH EASED EDGE ^' i .. . . . . . . . . . � . . . � . . � � e .. - . . �- d' • ,� " • . . . . . . . . . . . . . . I � ; i . . 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' . , . . _ ' tr .e" e • • . . . , - • , - . . , . . a - = ' e n . a . • . . . . . . � _ . . . . . � . . . . . . . . . . -,� _ . � p . . . . . �y �. . . <: • , _ , , a • °' - . _< - ,e - . � a ' a . LAP WATERPROOF MEMBRANE _ , : � � ' -• -,. :. .• , .- ; _ _ _ -- - >.:. ,:: ; .:;: : < - � . • ' b . . � � ' =ar ' - =-e-, • ' ,, � _ . .- , , . ' ' Q : . - ' , • , e _ . ' � OVER NAILING FLANGE AND � . DRY A ET N _ , ,- . - • ' _ '. . . I � �,� , �• _ ' . . . . . - ---�... - � i � i ; i u ; � � . . . . . . . . . . . . . � � - _ � � � . / � � -. . . •: ::.; -� _ - . a• , - •` d a e . 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' . , . . . . � . . , _ a a . _ , � : , RE: STRUCT. � ', STUFFED IN INSULATION AND SHIM AS REQ'D "' /� � '. , . - -- -+-- - /� ^ � . � . _ - , _. . _ . __.�" I _ _ . � , . a . . /`� : _ : . . . . . . . . .. . . ' . :: ^f .> j ' : = � ^ . . P ! ' . � .. . c , � .: , a � _ � � d- 4 ' � � . . °. . -� d . � � . �/' J -- � -+ . � � - . � . . . . . . . . . � J �. � � . . - � ° . • - ' . � . _ � . . . � /'1V . . . i , . _ . • . , • . < ° - - ' , ' _ - • :< • �.i � � - 1X6 NEW VERTICAL CEDAR SIDING LAYUP BLEND OF COLORADO BUFF, f _.:. ; . : , . . � < ' . = ` ' ` , _ . - ' : • � ' . ., . < : d . � e � . _ - -, -+ FRED'S BROWN AND SIMILAR LIGHT � � n . . . . . .': .:-i:.. � -, d . � , a . • . ; . . . .� . . I - " 4 . . . . . . . . . . . . . � � . . . - . . . 1 / . . . . --� � ;;: ;.�' , ; ; _ = � _ , _ :• - . : . . . . . , . , _ : � 1/2 PLYWOOD OR OSB SHEATHING RE. . - -�- --� - + . - , d a - . •- • o � -, :- ' . . : '' ' - $ . ; <^ : ' - a" � . . . . , - - -- �. SEMI TRANSPARENT STAIN CUSTOM 1 ', � . - _ STRUCT. " 7-_ . ;" . � i `` _ -< - s �yS , ° � ' - DOO H - - COLOR - - - . r fi � BROWN, BEIGE, AND GREY COLOR p p - < . a- O° ^ - , � •- .� - - + - . . . . . � . . � . ' ' ' - . . • _ o : ' a � 4 . . '. " . .. � . . - - . . . � . � - . . . . _ . . . . � � � DRYWALL RETURNS TO R EAD y I"� p ` . _ . . : _ , . ` I , . ,, i . . .. , , ,: , , . , _ . _ ,::.- , - - -- - - � - -- -.. � , Q _ _ _ ; , - • . . : . . 1S LAY R OF WATERPROOF __ . , _ _ . . , , _ . . _. . ,a . : . .. :. ._ . _ . :.... . . ., .. , . :.. . . . ,-:: :; . . LAP T E � ; I . , � -- ---- -- - � . _. . _, I - - -- _ . . . . . . . + , _ , e y . . . - . 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' � a -. < • , . , _ - � , ,,: ;:. ; G . . I H OVER BUILDING PAPER -j e ; � � . . .a • • e •, ; .a _ ;:, . ,:_:.: ,;a . g::,,2 RIGID WSULATION BOTTOM ALIGNS W T , �� 3X3 WOOD HEADER TRIM STAINED E I • '� , ;. ' •_ < : - ' . � _ - 4 - e � _s:: i:. ,. : ;i .>':.EXTERIOR RIGID INSULATION'S' O - 1 1 /4 , - - ,_ • , , _ 1/2" PLYWOOD OR OSB SHEATHING RE ■ ; � • . . . < _ . . .. _. . _ _ , WITH PORTER STAIN 7D9 BLACK „ • -- - - , , ' . - " ' . ° d _ : i >.. , ::: : ;: -:::' s-..: "; e . LAP BUILDING PAPER OVER 1ST LAYER I . • . � . „ .: :. . ,>r <_ WALNUT i k STRUCT. , do : < : d _: ° �`�� ' " . ' -e '' " '. ' • � " .. ' .. _- - - ,.,.. CONCRETE FOUNDATION WAL I � ATERPROOF NE -�- .'., _ _ � I I - - j;: OF W MEMBRA ,: ' ; - - TyP. EXT. STONE SIDING WAL� ASSEMBLY . . . . . . . _ . a � e _ a _ � . -t -t . . . = , -a _ ' • - , '° : ' RE: STRUCTURAL DRAWINGS I - - 3, ' ' I . ,_, 1/2" PLYWOOD OR OSB SHEATHWG RE: ,: , I r � ,• ' a ,- a ' - - e - ,�a = • Q a ' ; . 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I ■ � � � � _ � � o � - � 10 � �� � � � \ 1a , - � 1a � ( As.s � 14' - 0 112 COLUMN TO COLUMN DIM. � as.s m STEEL LIFT AND aa.3 � � � �- STEEL LIFT ■, � @� 4 SLIDE DOOR AND SLIDE 10 � � I I ` I I I � SECTION �OORS as.s STEEL LIFT ` STEEL WINDOW W as.s _ � � AND SLIDE � � � FRAME SURROUND m � 2' - 5° DOORS � � = : _ , � � FIREPLACE w � � o � � � � I � I I I � � _ r.. � � ; , , , ` o � � � �.�:,. . , ( I � I _ I � � m ce � W � STEEL LIFT � . � ` 7 � o � o � AND SL6DE � S�fEEL LiFT � � . \ A8s w � w s DOOfd� AND SLID� � ;: � �¢ ; �_ _.__ ...,.._ -: .f � - a -� � ( � SECTlOfV DOORS � � -� . . . . . fY . . . : : ._.._.. -. . . .� . W . . . . . . . . W . . . . W . . . . . . . . . . � � i ' f r:- - _ .._... __ � � I � ( ��Ci�� �� � 5 STEEL i�lVlhl� � � j , � � � � A8.3 I I C3UQE� � � I I ' € ; ; , . . � o � cc� __ . ; , ; i ._ O I � I A8.3 . , _....__. --. 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I I `; a , A8.3 8 - 3 FRAME DIM . ` , � � - � Revision i � � � I � as.s ns.s Na Description Revision Date 2 2 � - - - - � � � � ( ' _ � ( A8.3 � A8.3 � I ` Int. Elev. - Steel Windows- South Dinin Int. Elev Steel Windows- Dining Room West I t. Elev. - Steel Windows- Dining Room , 9 � ROOCYI/Et1tC'�//StaIC' Wall 2 �/a � ) 3 OI"�h W� II REVISED BUILDING PERMIT SET 08/05/ 10 1 /2„ _ � ._a�o 1 /2" = 1 '-0° 1 /2" = 1 '-0° CHANGES ARE SHOWN BUBBLED CALLED OUT NEW DETAILS 4 � � � � F � � 9 10 11 a5. � 12 13 � : � . � � . . � . . � . � � � . . � . . .. � . . . � . . � . . . . . . . : . . . . . � . . . � . � � . � . . . . . � . . � � . � .. � .� � . . � . � . . . .. � �. � � . . � � �. �. � � R7.5 � � . � . . . . . � .. �. . . . . . . . : . . . . . . . . . � . : : . . . . . . . � .� . . . � . . . . . . . . . . . . . . � . . . . . . : . . � . � � . . � . . . .. � . . . . . � � . . . � . � � � . . � � . . � . � � . � . . . . � � . � I � . � . I . . � � � � . � . . . . . . 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" _ _t ' It , ---� � � - � � -- -�- ' - � -� - -�-�- -' '- -- ; : STEEL WINDOW SYSTEM - - ' - - - �- _�-! _ � _ _ U _ :_� • ' � . . . . . . � � • I . � ' 1 1 f I . . . . . . . . . . . . . I . T__^' ' ' �. ! . . ; - , _ _ ,._ . _. -- j ! ,-, , , � - -=--_. . . `. � _� , _ _,, - � `----- _. . .... _ : „ � � : . , , , � � �� ( � -�� _ : . ;. . . ; _ . � : -�-� -- - -�- - � - I I ; I �... I I I - � ; - �, - ; , '; -$� - --;- - ' - ' -� - -•- � GLU-LAM HEADER ;==�- -- --- � - I r GLU-LAM HEADER _ � � --- �, �----� -----.__ ---:-:-. -- � � � : . ; � � , ; ; � � . I . � 1 _""., ' ' - --; r-�- -- -r-�- ' ' - ' ' -- - RE: STRUCT. , � -, .. ._..� -- . ,�-._.... RE : STRUCT. _ _ , ....._..._ EXPOSED STEEL I- .-�-- - ---i- - , - � , - - _ : � . . ; ` , ; , , , . -- - - - - - - - - - -- --- -- - - - - - - - - - - -- - -- - - - - - - -� - -- -�� - - -- - - - -- -�*-- - -a-� - - - - - - -- - - -- -- - - - - - - - -t-�- - - - -- -+ . . . . . . . . . . . � � z � -��-I � -a_ . - . . , . . . . . . � . . "!i __� . � - _ - _ � _ _ - ; -�- i�,�,'1 � t ; ? *�t� T - -t i_.i . _.�.t _'� _fJ TL i . t !_ ' _ _ _ _ '.�,_� _ � _ -� _ - i � .� ' -�� ' . . -1 _r __ _ _ ' � i_1 !_'t_ ' i _ �-' . . . . . � � . . . � . BEAM SHOULDER , , _ - - , � _ _ ... - -�- ; , -�- - -• - -+ -�-- - -�- - . ' - - - + BEAMRE: STRUCT. 12 - � -- - � - . � : � � � : � � � . , � � , � . � : � � . � � � � � ; , � � , � � �-; _ --�_ �f , � � ' ; ; � � � � � � , � � ; � . � � : � � . � � ; � � < < : , �� : � � � � � � ; � � ' � � � � � � : : � � : . . . . . . . . � � � . `� G.�J � . 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I 13 � - - � � � - - ^r - '� , � -h- - �- , . . , ; , ' ' , � ; , : ; A8. .. . . . . . . . . . . � � . . � � . . . : � i , i � ; . � . , � � � . . . � . . . . . . .. . . "_""'.-. _.""_'_'.."___ _"__'_ _""_ ___ ""_' . . . . . . . _ ,-,--, - . __'..._ . . . . � . � . . . . . � . . � . ' � . . � . �. � . � � � � -{. � ; + +_ _ • .--. . . . � � � '__. _ . .._.__.._.-,._. . I � t . . _ . _.. "_ � .. . . . . . . . � � . . . . . . . . � � � � . . � . . . . . . . . . . . . . - :� - : , '- . . . � '� � . '-- '�, . � � . . F ' . � . . .. . . � . � � . . . . � � � . . . � � . . . . , � . . . . . . . ::_ . , : I . . . . . . . . � . . . . . ' """ " ' . . . ' . . . � . � � � . . � � .. . . . . � . � . � . t t � � t I ' . � . . . . . c� . . � � . . . . . . . . . . . . . . .. . . . � . . . . . . . . . ' � � + I . . . _ . � � 1 j . . . . . . . . . . . . � I �� � � � . . . . . . . . . . � . . . . � . � . . � . . . . . _ _ __�-� �:_ _ _{ . . . . . . � . . . � . . . . : _ .�._. �.._ � ... \ „_..-.. � . � . . � . . . . . � . . . . . . . . . . � � I . . . . . . . . . . .... ' ' I •�` . � ' \ .�...._c, 4�4 n�� i,v�u �virv � o _"- I , f � - I . . ___� � . ` _ ...._ -� : ..._ _�,' ! I � I I I TYP. @ CORNER � � as.s 12 I _:�.. . r.�� _ _ . - - - __,,, ,.._ . � : ! RE : STRUCT _ } � _. __: . . . . . . . . . . . � A8.3 , . . . ' ' . % � .r- --' . . . . . . . . . � . . . . EXPOSED STEEL I-BEAM _ . - • _ � �� � � � SHOULDER BEAM RE : STRUCT. EXPOSED STEEL I-BEAM � � � 1 �:� .:.. � � ) � ( ,, � � � � ; I I I SHOIJLDER BEAM RE : STRUCT. �_. � € � .. . .___.... ..... _____._.._. _...� .....� _- .:_:' �- :_;:�-' � , - .�. . . . � : . .J j . . ......, f...._..._-...�. � � . 4X8 NSS HEADER RE: STRUCT. . . __.. ., ,._ . . � --� j , � : ,, : � ; „ � , , � , , � . � � � � . . . . . � . � . . � . � 10 ' . 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Edwards, Colorado 81632-2378 �i/��r=i%� ! r/`i/.� � �, (970} 926 4301 , Fax: 926 4364 ; / ./1 . ,.11�.. � GRID � , , ,� , � , ' / ' ' � � LINE ,Jl �;�!,! J f ' ` ,� � � � � hans(a�berqlundarchitects.com � ,1 �/!/j,� J www . berglundarchitects.com _. _.._. USE 5" KNIFE PLATE AT CORNER TO ALLOW ° � � _ � � ATTACHMENT OF 1/2"X2" STEEL PLATE _ GRID GRID � � �: 0' - 5" 0' - 1 1 /4", ; : I � ... L W E ::. ` LINE � .. � - 1!2" X 2" STEEL PLATE WELDED TO KNIFE I � --- .. PLATE . GRIND TOP TO MP,TCH G�ULAM SLOPE . � COUNTER SUNK THROUGH Q� - 3 O� - 1 1I4 _, SET TOP IN BED OF SEALANT. , I � BOLTS RE: STRUCL 1 I I �'.Q . �TEEL �EAM usE 5" KNIFE PLATE AT CORNER TO ALLOW I I WFILL WITH WOOD TRIM �a7 EDGE OF GLULAM FZE : ELEVS AN � SECTIONS % ATTACNMENT dF 1/2"X2" STEEL PLATE 0" - 1 1t4" p' - 5 ' I KNIFE PLATE RE: STRUCL ' - -- 1t4" WEB STIFFENER CENE7ERD ON GLULAM HERDER ' I . - . � .0 . STEEL BEAfVI -�- 1 /2" X 2" STEEL PLATE WELDE�D TO W EB i ,. : , .. _.k- STIFFNER � I _ RE: ELEVS AND SECTIONS � i .. __;_ � '" 1/2" X 2" STEE� PLATE WELDED TO KNIFE I g � � ' 1/4" WEB STIFFENER CENETERED ON GLULAA4 HEADER - -- ' , I I � � , PLATE . GRIND TOP TO MATCH GLULAM SLOPE . --`- � T.C� . STEEL BEA� ' SET TOP IN BED OF SEALANT. ; -`--,--```-�,..``,_ -"',-- , . �, �� 1/2" X 2" STEEL PLATE WELDED T6 W EB - - � ALL THREA6 WELDED TO STEEL ' ' ` � ' '---` �-,.."STIFFPdER _ _�- WEB BOLT STEEL PLATE TO AL� Q� - 2 3/4" . 9/2" X 2" STEEL PLATE WEL6ED . ._ "`� ! RE: cLEVS ARl � SECl"i�hl> ' TO KNIFE PLATE . GRIND TOP TO I � THREAD CQORDINATE WITH T.O . �TEEL �EAM MATCH GLULAM SLOPE . SET _' ; LIGHTING LAYOUT ' � -- -- ( ;- ---- 1 /4" WEB STIFFENER CENETERED � TOP IN BED OF SEALANL ' i- --- ON GLULAM HEADER � RE: ELEVS AND SECTIONS � ALL THREAD WELDED TO STEEL"'� -� 1/4" STEEL PLATE HOLQ EdGES OFF � I � WEB BOLT STEEL PLATE TO ALL � 0' - 2 3/4° OF I-BEAM FLANGE BY 1t6" +!- -"-- --- � 1/4" WEB STIFFENER CENETERD � THREAD COORDINATE WITH � � 1/2" X 2" STEEL PLATE WELDED TO WEB ' ON GLULAM HEADER I �IGHTING LAYOUT - � �s � i i �-. STIFFNER STEEL WINDOW SILL � � I ' - -- - 1 ° RIGID FOAM PANEL- ROUTER OUT it4" STEEL PLATE HOLD EDGESAFF ; FOR UPLIGHT WIRING 1- '- ALL THREAD WELDED TO STEEL ' � � ' ; i _ i j t 0' - 2 3/4" OF I-BEAM FIANGE BY 1/6" +/- -- -�- I WEB BOLT STEEL PLATE TO ALL ! ; _ THREAD COORDINATE WITH � I - LIGHTWG LAYOUT WTERIOR EXTERIOR � � I � � �� RIGID FOAM PANEL- ROUTER OUT - -{- • � /!� ' � ♦ N 12" X 2" STEEL PLATE WELDED TO WEB FOR UPLIGHT WIRING i 1/4" STEEL PLATE HOLD EDGES OFF � ■ � , STEEL SHOULDER I-BEAM RE: STRUCT. � � � - OF I-BEAM FLANGE BY 1!6' +/- 4X8 TUBE STEEL HEADER RE: STRUCT. � STIFFNER d - 2 3/4� _ � - -i- �NTERIOR EXTERI�R -;-- - n ' ; , 1 " RIGID FOAM PANEL- ROUTER OUT � �/ STEEL WINDOW STEEL SHOULDER I-BEAM RE: STRUCT. ; FOR UPLIGHT WIRING '� � � i 4X8 TUBE STEE� HEADER RE: STRUCL � __ � � _._,. _.,...,_._,._._.---- , � _ STEEL WINDOW HEAD /!� i �--- W - 0 . F _____ _ . _ _ ___ . ____. __ ____ __ - STEEL WINDOW � � STEEL RIDGE 1-BEAM RE: STRUCT. EXTERIOR INTERIOR HSS COLUMN RE: STRUCL � /¢� , ♦ V HSS COLUMN RE: STRUCL ■ � � � WTERIOR HSS COLUMN RE: STRUCL STEEI WINDOW ■ � n � � � : `� � - - � � Ste�l t�i/indov�r H � ad I Sill � l"ube �t�� l , � � _ . � � I-leader . . � . � . . . � . . . . . . . . . . . . � . . .. . � . . � . . . . . �. � . � . . . . . . . . � . . . . . . . . . . . . . . . � . . . . �. � . � . . . . � . 9 °R . �yP � . � S�oiS . . . . . . � . . . � � � � . . � � . . . �teel V1/ir�dow H �ad c� f�c�rth Dar� ar� g Roc� r� ���e1lfVondow Fi ��d c�3x Rlorth Living F���am � �#e�l �iindovv H � ad � �idg � I � �e� rn Shaulder I��eam � houlder I -��� r� � Steel VVir�dow H �ad �a � hould� r I -�eam � 3'° = 1 �-0°° 13 ��e � � �-0�" � 2 �@� m � evaoa � �aa � ,� �m��a GRID .. GRID GRID LINE LINE L W E STEEI DOOR JAMB � GRID , M GRID LINE ' LINE INTERIOR EXTERIOR ` ,� _ 4 _ _ , , - , - r � - - - _ - - zA -^-t , . , �r m � REVISION . . . . . . . . . . i i . . . . � . . � . . � � � � M . . . . . . . . . . . � . . � � . . . � . ". . , ' . . . . . . . . . . . . . . . . � ""_ ""___.._.,.,_._,_ N . . . . . . . . . . . . . � . . � . . .. . � � . . . . � � . � . � � . . . . � . . � � � . . � � i . . � � � � � . . . � � � � . . . . . � � . . � � . . � : � 1X6 NEW VERTICAL CEDAR SIDING ' R@VISIOII ' -- E: - SEMI-TRANSPARENTSTAWCUSTOM � N0. DOSCfIpt1011 R@VISIOII D8t@ . , COLOR : ,, ±�� • � i _ ` 6X6 HSS COLUMN I�E: STRUCL .� I _�_. ` 0' - 2 3/4" , I i � CMU ..,_ 3X3WOODHEADERTRIMSTAINED REVISED BUILDING PERMIT SET I _ I WA NUORTER STAIN 709 BLACK z � OS/Or'JI�I O _ f _ :, , � , , m � � � � , H N BU : , � . � i _ I _ , - - -; -- --�-• - � t- - --+- ' , .. . .!..- ' ' - , - -� � -;-� � , - � ; -- I CHANGES ARE S OW BBLED i - , 1/2" PLYWOOD OR OSB STEEL WINdOW SILL ! i I � i : ! � i . �- 1/2" PLYWOOD OR OSB _ -1, _ > : • , i SHEATHING RE: STRUCT. ADDEQ DETAIL SHEET � ' 1 . i � I ' i ! I � i SHEATHWG RE: STRUCL i � � � - � i- -1 - - -j-;- - � ` ;- - , - -- � � . - � ;--- --- 2�� RIdGID INSULATIdN � ;- - -- --i- �� � ,,: _ � ' ` � ' ' • - TYP. WOOD SIDING WALL ASSEMBLY .� - ;- � TYP. STONE VENEER INTERIOR STEEL DOOR JAMB , . , . , T '- -- 1 - - ' ' - - -�- � =- - � - - ' -� ' � - -- � ' - ' � - � 1 - --' � � ' WAL� ASSEMBLY �/° INTERIOR EX : ERIOR � z . t . �_ t i _ ' " _ , _ I 1!2" PLYWOOD � - - ' � • ,- - -+--- -- f"� . , ,. �..�.'�" � : ; , 1 1!2" RIGID FO M ANEL ,_ a P /�� „� .`�' � . � 1/2" RIGID FOAM PANEL . • GLUED Td 1/2' PLYWOOD ; .•--''' -- � � _ ix� GLUED TO 1/2" PLYN/OOD TOP " - ---;-- TOP SHEET R,12.5 +/- RE: 4X8 TUBE STEEL HEADER RE: STRUCL {5) PRESSURE -'� I i , , „ , ,_ . �i „ . , SHEET R-12.5 +1- RE: SPEC. `; i ; SPEC. ' " TREATED PLATES —' � - — ; • . - ,. , ' - '` -„ o '- ,. ,,., ,, ; . � , 4�� ' . _ � � ,'. ' ' � Q' - 23/ , , o , ; ; I 0� - 3 114.' 0� - 3 1 /2" SEALANT JOINT STONEVENEER �� STEEL DOOR NEAD ' HOLD FRAMING OFF 5!8" TO " ALLdW DRYWALL BEHIND , g STEEL PLATE � 3/8" X 6" STEEL BAR STOCK EXTERIOR O� - 9�� INTERIOR INTERIOR O� - 10° EXTERIOR ; 3/8" X 10" STEEL BAR ST6CK CONTINUOUS TO B.O. HSS COLUMN RE: STRUCT. STEE� WINDOW HEAD 3/8" X 9„" STEE� BAR STOCK DECKING @ EXTERIOR , � �� CONTINUOUS TO B.O. � _ 2 4�� � - 2 3/4 DECKING @ EXTERIOR � 3/ O' - 2 3/4�� STEEL WINDOW JAMB INTERIOR � _ ,� EXTERIOR . 0 2 3/4 STEEL W WDOW JAMB � . . t 1 D r mb Tube Steel Column 2 � S ee oo Ja @ " 3„ _ � , �„ . Steel Window Sill / Door Head @ Tube teel Header � Steel Window Jamb @ Kitchen � Steel Window Jamb @ Dining Room 1 Q 3„ = 1 '-0° " 3° = 1 '-0° U 3,� = 1 '-0° ,, � �, Steel Window Jamb @ Fireplace t: a _= U 3„ = 1 '-0" ° GRIQ � LINE � € � � � 1 4�� STONEASSEMBLY- APPROX 2" OF STQNE OVER 1/2" OF i GRID GROUT OVER 1 1/2" CONC. ( GRID SLAB WITH RADIANTTUBING j LINE LINE GRID DRAINAGE BOARD SLOPES @ 1l8,� � �_��� i LINE 3/4° PLY SLOPES @ 1/8,�, � �_��� I � SLEEPER WITH TOP RIPPED @ 9/8":1 '-0" � . v GRID I LINE EXTERIOR WTERIOR 2X6 T&G DECKWG RE: STRUCT. ° . ,. , , � STEELDOORJAMB EXTERIOR � _ �� INTERIOR 0 2 3/4 ;" ' . ' � EXTERIOR EXTERIOR INTERIOR j , i Q' - 2 3!4' � WINDOW RE: WINDOW SCHEDULE _ , ; _ ;`,, 2 , : _> ,; , . ` , � WINDOW RE. WINDOW SCHEDULE COPPER FLASHING CONTINUOUS UNDER „ I r G� STEEL WINDOW SET ON FULL BED OF DOOR SILL SHIM UP 3/8" TO ALLOW 1 : 12 z �7 SEALANTANDSHIMMEDASREQ'D. SLOPE ` ., , "• ! . . � _ m � STEEL WINDOW SET ON FULL BED OF . _ �.... . . � SEAI P.NT AND SHIMMED AS REQ'D. — — — — — , '� ,' ,' rq COPPER FLASHING CONTINUOUS UNDER _ _ _ _ _ .._... . N � Z WINDOW SILL SHIM UP 3/8" TO ALLOW 1 : 12 , ' . ' STEEL DOOR JAMB _ ' �. SLOPE COPPER FLASHING CONTINUOUS UNDER = ' ` " 0 1 ' ` WINDOW SILL SHIM UP 3!8" TO ALLOW 1 : 12 , ,' -, _.. .. . . ..� ... ... 12 , ,: ,:: I � �� �- . �... . '. '. . _ o- SLOPE ,; , .. �,., . 0 - 2 3/4 _. . : � ; �. ' , , ,:; ; �,, EXTERIOR /�' 6X6 HSS COLUMN RE: STRUCT. � -, - - . ':. . . ; ; ,: ;" /j : .�- ,.. .. . . .. .. �.. .. .. , , WATERPROOF MEMBRANE ON � �✓ I : , ; ;. DECK CONTINUOUS UP WALL AND --- ` 3X3 WOOD HEADER TRIM STAWED ----i-- - :' � ' _ __' ` . " STONE SILL SLOPED TO DRAW UNDER DOOR SILL "- — W ITH PORTER STAIN 709 6LACK ,. ',, i I . � I ' , � , � : ; ; _ � WALNUT -; ,' � - - - - — - - - - - - REVI I r G� I � - z � ' : :; II � ? � ' � � ; ! STONE VENEER _ e OS�OJI � O _ - ,- , :; .�, •, , ffl � I - 1X6 NEW VERTICAL CEDAR SIDING ; •, , , . , � � _ . — SEMI-TRANSPARENTSTAINCUSTOM ' - ' ` � ' . � I � . N � ,_..._.__. WTERIOR I ' - - COLOR ; ; ; ! BWII b)/ AG' --'-- "-'-- '- '' _- -,- BUILDING PAPER RE: SPE � LAP WATERPROOF MEMBRANE ' .- I o - � OVER BLDG. PAPER AND UNDER �;, I I , 112" PLYWOOD OR OSB S HING RE: CI12C{C@CI bY B - - WINDOW SILLAND . lAP WATERPROOEMEMBRANE STRUCT. INTERIOR _ _ STEEL WINDOW JAMB - - CONDENSATION GUTTER . ; ._:.. _ _ . P PER AND UNDER � . . _ _ ....... _..,.._ � :. , -_. ... __.... . - ._..��.. , . . . :..._. r , OVER BLDG A .,,_. , ....� . ; , . . ...,_,_ ' ".. _ , --�. .. : ..�, . . . . .. _..�.,.. , _... ..... . . . . ... .. . : . .. .... .. � ,, WINDOW SILL AND ..__. ....... _ .. .._ .... .; . _. . , _._._.. . ._ . - . - -�, _ .� .... : ; _ .. . ... .. _... 6X6 HSS COLUMN RE. STRUCL � . ^ �� BUILDINGPAPERRE: SPEC. .. ........ . . .:: .. ... ._.. . . . . . _._._ ... . .. . '. . ........ . . . _... ... .. . t- _ ._... . .. O� - 2 3/4 --I- CONDENSATION GUTTER ' ' .._.. ;:..� . . ' � .,. . - _. .,..._. r: . . ......... . . : . . ........� .. . ^ :' . ., _ � „ � . _..�. �� . - . _ _..._. _ ..... .... : .. . .. . .. : ': . .. ._. . . .:.. ale 1/2 PLYWOOD OR OSB SHEATHING RE. , � "' STEEL DOOR JAMB -I STRUCT. . -- ---�-- BUILDING PAPER RE: SPEC. ' i .+. - 1/2" PLYN/OOD OR OSB SHEATHING RE ' ` TYP. STONE VENEER ASSEMBLY ; Y TYP. WOOD SIDING WALLASSEMBLY ' ( j ; --; I k •. - --i-- STRUCT. ; . 1 1/2" RIGID FOAM PANEI �� P : 1 1/2" RIGID FOAM PANEL , TYP. WOOD SIDING WALL ASSEMBLY - �1- j GLUED TO 1/2" PLYN/OOD TOP ' - -i- GLUED TO 1/2" PLYWOOD TOP . I -- --i- --i SHEET R-12.5 +/- RE: SPEC. ` ', ' � : SHEET R-12.5 +/- RE: SPEC. --- --- -- 1 1/2" RIGID FOAM PANEL I � „ , ' , GLUED TO 1/2" PLYWOOD TOP - STONE VENEER ' ! OW � -- - SHEET R-12.5 +/- RE: SPEC. <»:� : ■ � D ,� efa � ls N . � . � . . . . . . . . . . . . . . . � . . � . . . . . . . . . .zsk . . . . . . M . . . Steel Window Jamb / Door Jamb Tube = Y;,-� M @ _ . . . . . . . � :� Steel Door Jamb Tube Steel Column 1 4 Steel Column 3 Steel Window Sill Wood Sidin 2 Steel Window Sill Stone Venee � Steel Door Sill W. P . Deck �� A 5 �o, _ � ,_��, 3„ = 1 '-0° 3,. = 1 '_0„ 3„ _ � ._�„ 3,� = 1 '-0° j - : . � , � � . � . . � � . � . . . . . . . . . . . . . . . . � � � . . . . . � . . . . . . � � . � . . � . � . . . . . . . . . . � � � . . � � . . � . . . � . . . . . . � . . � GENERAL NOTES : Lighting Fixture Schedule Type Mark T e Manufacturer Model T e Comments Fixture Count Lam Count 1 . LOCATION OF OUTLETS AND OTHER ELECTRI �AL DEVICES IS DIAGRAMMATIC--ACTU/\L yp yp p , } PLACEMENT OF ELEMENTS , WORK , MATERIALS , AND EQUIPMENT SHALL CONF(� RM TO THE LATEST i � �► EDITlONS OF LOCAL , STATE OF COLORADQ , AND NATIONAL CODES AND ORDINANCES . A Flat Ceiling Recessed Can Lightolier Calculite Evolution C4AICLVM1 4" Can Low Voltage MR- 16 White Trim haze Baffle 35 34 • � A2 Flat Ceiling Wall Washer Can Li htolier Calculite Evolution C4AICLVM1 4° Can Low Volta e MR- 16 White Trim haze Baffle 34 35 - 2 . OUTLETS TO BE 16" AND SWITCHES TO BE 42" ABOVE FINISHED FLOOR UNLESS OTHERWISE g g SP CIF OC 10 H TH N P BL O T A IT T A3 Flat Ceiing Moisture Resistant Can Lightolier Calculite Evolution C4AICLVM1 4" Can Low Valtage MR- 16 White Trim haze Baffle 4 4 � B Sloped Ceiiing Recessed Wall Washer Can Lightolier Calculite Evolution C4AICLVM1 4" Can Low Voltage MR- 16 White Trim haze Baffle 18 18 3 . PROVIDE SMOKE DETECTORS AS REQUIRED . SMOKE DETECTORS WILL BE CONNECTED TC� THE B2 Sloped Ceiiing Recessed Wall Washer Can Lightolier Calculite Evolution C4AICLVM1 4" Can Low Volta e MR- 16 White Trim haze Baffle 21 21 g US Mail Onlv: P. O . Box 2378 ALARM SYSTEM . B3 Sloped Ceiing Moisture Resistant Can Lightolier Calculite Evolution C4AICLVM1 4" Can Low Voltage MR- 16 White Trim haze Baffle 2 2 Pnys�cai i FedeX: 2 � o Edwa�ds Village Blvd , Bldg A Suite A103 4 . IM O O LI R A H C Wall Sconce Uplight Belfer 6215 the Wedge 100 W quartz halogen , Painted to match steel 19 19 Edwa�ds, Colorado81632-2378 D B �thl'OOt71 #� SCOC1Ce Wall MOU (1t2d SCOC1Ce - C@Clt@1" Of bOX 5�-��� AFF 2 2 (970} 926 4301 , Fax : 926 4364 STRUCTURE AND TO ALIGN AND CENTER FIXTIJRES AS CLOSE AS POSSIBLE . � hans(c�berglundarchitects.com _ D2 Bathroom #4 Sconce Wall Niounted Sconce - center of box a� 5'-0'° AFF 2 2 www . �e�giunda ��n�te�ts.�om 5 . OUTLETS �BOVE V ITIES TO E V TICAL W CEIVT INE AT " A E E S T . D3 Powder Raom Sconce Wall Mounted Sconce - center of box @ 5'-0" AFF 2 2 D4 Guest Master Bath Sconc� Wall Mounted Sconce - center of box 5'-0°' AFF 2 2 �. 6 . PR(�VIDE CARBON MONOXIDE DETEC�f(JRS THRC7UGHOlJT HOUSE PER R315 . CARBOIV IVIONC�XIDE � L� ETE �TORS WILL � E CONRlEGI"E � T(� THE ALARi!/! �l'STEM . E Exterior Sconce Hevi Lite HL-374-BZ Par-20 � ronzePowder �oat Finish � BZ} 6 6 � Surface Mounted Fiorescenfi Above Door- 48°' , on jamb switch 2 2 ,; 7 . � 4 L M � , 1' CT 10 . 1 F-Bigh Efficacy ' I� HI � FI EFFI �A�Y LAfVIPS ARE PRtJ!/ I � ED . THE LI � HT FIXTIlRE �CHE � ULE If� DI �ATES VVVFIICFI FIXTIJRES � 1 � urface Maunted �9orescent llrader �� bir� et- 24"� 1 � ! \/ I I �' a Y � L , Y I T 2 o h ac�cy 1 L/�MPS . THE l"YPE L FI �C°ftJF�E FiA� � � LE � LA�/IPS PE � 1 " . TFIERE ARE 51 � Tl'PE L FIXTIJRE � RC3P(�SE � � �c� mpact Fl�re��en#- High Effica�y Accer�t Lighting 544460 SurFace Moun�ed (2 iamps p� r fixture � 10 22 , H � x4 Florescer��- F9igh Efficacy � arage/Me�har� ica9/ Stor�ge (2 32 iN florescent lamp� p� r fixture } 4� � ! 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T In Floor Uplight Dreamscape DL- 130/INT . 3/4° Wood floor application 13 13 � WALL MOUNTED STEP LIGHT FIXTURE � n } + � � 2200UTLET � � D DIMMERSWITCH (MAYBESHOWNAS3-WAI� TOtC�) FIXIUC� COUI1l= ZH5 �Otal L� IY� p COUI�t= � Z � 4 � � ■ � � F�ooRMa�NTEOO�P�EX LIGHTlNG EFFICACY CALCULATIONS : � � SURFACE MOUNTEDFLORESCENT � ■ � 285 FIXTURES WITH 1214 LAMPS ARE PROPOSED IN HOUSE . 951 LAMPS ARE HIGH � n ' � TELEVISION ! PROVIDE 2 RG-6 AND 2 CAT-V EI� FICACY. ❑ � n � �iI , � SURFACE MOUNTED ON CEILING ` `�\ > � ��ip�xor�� 2 CAT V TELEPHONE `/� ■ � 951 / 1214= . 78 � � Q : RECESSED DOWN LIGHT - - - - LED LIGHTING � � � 7810 OF THE LAMPS IN TFiE I°� OUSE ARE FiiGFi EFFICAC�' VVFiICI-I EXCEEDS THE � � 9�EC� UIF'�EMENI" OF 50% If\I N1104� . 951 . � '� WALL WASHER / DIRECTIONAL DOWN LIGHT m MONOPOINT � rs O J JUNCTION BOX SURFACE MOUNTED FLORESCENT MOUNTED ABOVE DOOR HEAD � � � � � � � � Electrica ! 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OUTLETS TO BE 12" AND SWITCHES TO BE 42" ABOVE FINISHED FLOOR UNLESS OTHE ISE SPECIFIED . A2 Flat Ceiling Wall Washer Can Lightolier Calculite Evolution C4AICLVM1 4° Can Low Voltage MR- 16 White Trim haze Baffle 34 35 ° S OT SI U C C . A3 Flat Ceiing Moisture Resistant Can Lightolier Calculite Evolution C4AICLVM1 4" Can Low Voltage MR- 16 White Trim haze Baffle 4 4 ' 3 . PROVIDE SMOKE DETECTORS AS REQUIRED . SMOKE DETECTORS WILL BE CONNECTED TO THE AL RM B Sloped Ceiiing Recessed Wall Washer Can Lightolier Calculite Evolution C4AICLVM1 4" Can Low Voltage MR- 16 White Trim haze Baffle 18 18 ; � P 9 9 �� g . ' SYSTEM . B2 Slo ed Ceiiln Recessed Wall Washer Can Li htolier Calculite Evolution C4AICLVM1 4 Can Low Volta e MR- 16 White Trim haze Baffle 21 21 us nna �i oniv: P. o. goX 2s7s B3 Slo ed Ceiln Moisture Resistant Can Li htolier Calculite Evolution C4AICLVM � 4" Can Low Vol#a e MR- 16 White Trim haze Baffle 2 2 Pnys��ai i FedeX. 2 � o Eawards � p g g g Village Blvd , Bldg A Suite A103 4 . L D (VS S T EN R E OF FI UR . OORD TE TU LOCATI N WITFi Sl"RUCTURE AND Edwards, Co�orado 8 � 632-23�8 C Wall Sconce Uplight Belfer 6215 the Wedge 100 W quartz halogen , Painted to match steel 19 19 TO ALIGN AND CENTER FIXTURES AS CLOSE AS POSSIBLE . (9�a� s2s 4sa � , FaX: s2s 43s4 D Bathroom #3 Sconce Wall Mounted Sconce - center of box @ 5'-0" AFF 2 2 nans(�berqiundarCn�cects.com ! www . berglundarchitects.com � 5 . OUTLETS ABOVE VARJITIES TO BE VERTICAL WITH CENTER LINE AT 46" AFF EXCEPT AS NOTED . DZ Bathroom #4 Sconce WaII Mounted Sconce - center of box @ 5'-0" AFF 2 2 , � D3 Powder Room Sconce Wall Mounted Sconce - center of box @ 5'-0" AFF 2 2 ' 6 . L H1" T TAI ND MAI EV REAT OM A • D4 Guest Master Bath Sconce WaII Mounted Sconce - center of box @ 5'-0" AFF 2 2 7 . PRC�VIDE CAR�OIV MC� IVO�iDE DETEGTC) F2S THF�OIJGHf� IJT FIOUSE I' ER F�315 . �AR�C7 �1 MCJNOXIDE � Exterior Scance Hevi Li�e FiL-374- �Z Par-20 � ronze Po�nrder Coat Finish ( BZ} 6 6 DETECTC9RS VifILL � E CONNECTEC� TC'� TFiE AL�RM SYSTEM . 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Low Voltage �ransformer, 50W MR- � 5 Bi-Par� Haloge , � ronze 49 49 � � F�ooRMO�NTEOO�P�EX Q Step Light Dreamscape DL- 126-LED Ancient Bronze Finish 43 43 � � : S�RFA�EMO�NTEOF�oRES�ENT R Art Lightirag Translite JK- 165-3-S-AL-AL Telejack, IVlounted to Stone Wall 3 3 Z � � Tv TE�E��S�oN � PRO��oEZR�-6aNO2 �aT-� - T In Floor Uplight Dreamscape DL- 130/INT . 3/4° Waod flaor application 13 13 _ . �I � SURFACE MOUNTED ON CEILING ,E�E�.��,E� 2 CAT V TELEPHONE ^ � � �,�,n Total Fixture Count= 285 Total Lamp Count= 1214 . � � LIGHTI G EFFICACY GALCULATIONS : . O RECESSED DOWN LIGHT - - - - LED LIGHTING � 285 FIXTURES WITH 1214 LAMPS ARE PROPOSED IN HOUSE . 951 LAMPS ARE HIGH � � � WALLWASHER / DIRECTIONALDOWNLIGHT o MONOPOINT EFFICACY. � ' � � � � p � L � O J JUNCTION BOX SURFACE MOUNTED FLORESCENT MOUNTED ABOVE DOOR HEAD 9� � I � Z � 4= . 7Q � � � ` . ■ � 78 % C7F THE LAMPS II\! 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' . . . . � . . . �. . . . a . . . . . . . . . . . . . . . . . . .. .�.. . . . . . . . . . . . . . . . � . . � � , � 2 - - _ _ - - - - - E �_ - � : . '- . ° - � - � - -� - � - _ - _ - . � - � � . . - . - _ . . � I � �". , . _ . • ` - M M M I I I ,, M � M - -. _._.._.__. _ ._ __. � 5 1 I I _..___ _.--- 4 8. 2 A7.6 M I I I I REVISION K M PROVIDE PO�"- ER FOR HOOD AS REQ' D. Revision M M Na Description Revision Date � � �--�---� - � • f � I I M ° PROVIDE GA: 220 AND 110 OUTLET FOR STOVE I I I / � ( M M 4 A9- 1 2� � REVISED BUILDING PERMIT SET ! � 4 � � _ _ � ° 08/05/10 A5. 1 ., M CHANGES ARE SNOWN BUBBLED \ / �' �' i I � � I t K � � ( I I - NOTED ON PLANS THAT 1"HE �-_--- - - - - - - - - - - - - - - - - - - = a CARBOfV MONOXIDE - � .- � i i DETECTORS AND SMOKE c, � i _ DETECTQRS WILL BE _.--- - ' � � i CONNECTED TO THE ALARM M M M � � M M - P i � i - - - _ _ _ _ _ � SYSTEM �.� C - _ - _ - - - - ( � � I I 1 � - - - - - - - - - - - - - - - d3 - � ..._.....---_ - --- nn - - �� , � � �,,---� z � � � � ; L� _ - - - - - � � o - - - - - \��� _ � � a � - - - - - - - - - - - - - - - - i o � =-M--- = _ � __.__.. ...E T TV T ,� � i E - E L- �. C ,��,��, � � � D3 r � - - - - - - - -C - G- - C- - �- = i � _ _ _ _ _ _ _ _ _ _ _ _ _ _ \�,l� - - - __._. � - - � - � - - - - - - T T T T i R � L - - - `- - - - - - - - - - - - - - - - - - - - - �A4 .2 1i� _ R R A� A2 A 11 K I�! ° ,:, ...: l � ,..;; , r-� - - / � �\ � -�. T A9 .2 12 _ _ o (� O I I N ( LIGHTS W CLG. ABOVE SEE co AZ I I AZ AZ I � N M 10.3 FOR MORE W FORMATION m � 3 -M ___ ° � � - -� _ - _ - � 8 - - - - - - - - Q - (\_� A7.4 � :; :' � K C C i ` - - - - - - � - � � � - � t I - 3 - I - - - - - - - - - - - - � Q � , , UP TO CANS _, _ - .:` � a�.4 _ 3 � M M � � _.-- ---- - - --- - . - � � ' A5. 2' - 11 5/16" 7 - 2 A8. 2 A7 .5 ' � - o � ELEC . PANELS - - - - - - - - - - - - - - - - - . - H ;::; I M � 6 nn I � -M � I M M I : I :°_'. 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METER � � � � I � � � � � � - . � i ( v � � �3 - - - - - - Q � -� � ,; A5. 1 Q WEST UNIT ELEC.METER I I � F �� �' 2 - - - - - - - --f - - - - � - � � - - - �- - - --�- - � - .� � � _ ��, � �. �._� I n , I � � ` �` � � � � � , � � � � � � � � � � � � � � � � � � � � � � � � Q � � � � � � � � � � ti-. �_. 3 I I ( i� ��� � � � : �F A7.3 . � , s F � � � , , � � � � f � � '. r �r , _ _,...� � t. ,. ,.� ... 3 . . � . . . . � � . � . . . � . . � . . . . . � . � � . . . . . . . . . . . y� ' � .� ,s � . ; . . . . . . . . . =.0 , ...; ;. . . . . . . � . . . . . � � . � . � . � . . . . . . . . � � . . . . . . . . . . � , �":�� � : .-..., r, :, � ;� , � . . �. . . � � . . . . � . � � � . � � . � � � � � . . � � � � � . . � � . . � � . � � . . . . . . . . . . . . . . . . . . . . . . .. F � � i. . 1 � pl� . . . . F 1! ¢¢¢g 'i k � � . . . . . . . . . . . . . . . . . . . . . . . . . . `."��' I e L ` � . . . x F gd � � � � � � � � � � � - -- � - - Q � - - - - - Q - ,� ;�� �, , =�� � � � � �� � � � � � : � Q ( ° HEATTAPE ` .�� � � � '� rx � � ' §,= � � i k J`f�� � . � � . . . . . . . . . . . . � � . . � . . . . . . � . � . . . � � . . . . � � � . . . . . . . � . . 1� . � � . . .. . . . . .. . � . . . . . � . . . . . . . . � K.:.. s p�.r�"`�� ` . . . t " �.n� I I � I � I I I ( � Q I � . .� _w.� . � Q p M I I Q � REVISED BUILDING t- _1 � PERMIT SET � �ssuebate 08/03/ 10 � � a�.s 1 � � � Drawn bY AC�'„� � _ _ _ _ _ _ _ _ _ _ _ Checked b � A�-� 1 y H B Sca�e 1 /4" = 1 '-0" � � : i ; v Main Level Reflected Ceilin Plan : M in Lev I � .� ._ ., a e 1 /4 = 1 Q - � � Q RC � � ; . � . . � . . � . . . . � . . . . . . . . � � � � . . �. . . . . . . � . . . � � . .. . � � . . � � � � � . � - - � . � . . . . . . . � � . . � . . . . . � . . . . . . . . . � : . . � . . � . . . . . . . � . � . . . .. . . . . � N . . . N . . � . . . � � . . . � . � . � � � . � . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �' � . N � - A10 . 2 0 � N " ; � ' ` � GENERAL NOTES : Lighting Fixture Schedule { 1 . LOC/�TION OF OUTLETS AND OTHER ELECTRICAL DEVICES IS DIAGRRMMATIC--ACTUAL PLACEMENT OF Type � Mark Type Manufacturer Model Type Comments Fixture Count Lamp Count � �, ELEMENTS , WORK, MATERIALS , �OND EQUIPMENT SFiALL CONFORM TO THE LATEST EDITIONS OF LOCAL , � � ; Y STATE OF COLORADO , AND NATIONAL CODES AND ORDINANCES . • � '� A Flat Ceiling Recessed Can Lightolier Calculite Evolution C4AICLVM1 4" Can Low Voltage MR- 16 White Trim haze BafFle 35 34 � 2 . OUTLETS TO BE 12" AND SWITCHES TO BE 42" ABOVE FINISHED FLOOR UNLESS OTHEF2WISE SPECIFIED . A2 Flat Ceiling WaII Washer Can Lightolier Calculite Evolution C4AICLVM1 4° Can Low Voltage MR- 16 White Trim haze Baffle 34 35 AT LOC ION WH E T IS PO LE CON LT E A ! T A3 Flat Ceiing Moisture Resistant Can Lightolier Calculite Evolution C4AICLVM1 4" Can Low Voltage MR- 16 White Trim haze Baffle 4 4 3 . PROVIDE SMOKE DETECTORS AS REQUIRED . SMOKE DETECTORS WILL BE CONNECTED TO THE A ARM B Sloped Ceiiing Recessed Wall Washer Can Lightolier Calculite Evolution C4AIGLVM1 4" Can Low Voltage MR- 16 White Trim haze Baffle 18 18 SYSTEM . B2 Sloped Ceiiing Recessed Wall Washer Can Lightolier Calculite Evolution C4AICLVM1 4" Can Low Voltage MR- 16 White Trim haze BafFle 21 21 Pr,yMcai �Fede: �� o Ed a3d� � � B3 Sloped Ceiing Moisture Resistant Can Lightolier Calculite Evolution C4AICLVM1 4" Can Low Valtage MR- 16 White Trim haze Baffle 2 2 v� uage Bivd , gidg a su�ce a� os ' 4� . IM O O LI E . N UCTURE AND Edwards, Colorado 81632-2378 C Wall Sconce Uplight Belfer 6215 the Wedge 100 W quartz halogen , Painted to match steel 19 19 �9�a� s2s 4sa � , Fax: 926 4364 ` D Bathroom #3 Sconce Wall Mounted Sconce - center of box @ 5'-0" AFF 2 2 www . be�9iundarcn�tects.com � TO ALIG AND CENTER FIXTl1RES AS CLOSE AS POSSIBLE . hansa�berq�undarchitects.com , 5 . OUTLETS ABOi/E VANITIES TO BE VE TICAL WITH CENT INE AT " !�F EX EP N TED . D2 Bathroom #4 Sconce WaII Mounted Sconce - center of box @ 5'-0" AFF 2 2 1 D3 Powder Room Sconce WaII Mounted Sconc� - center of bax @ 5'-0" AFF 2 2 6 . PROVIDE GARBON MONOXIDE DETECTORS THROUGHOUT HOUSE PER R315 . CARBON MORIOXIDE p4 Guest Master Bath Sconce WaII Mounted Sconce - center of box @ 5'-0°' AFF 2 2 � � � ETECTOF�S WILL � E C(7NRIECTEC} T� �FiE ALARM SYSTEM . E Exterior Sconce Flevi Lit� HL-374- �Z !'ar-20 � ronze Powd� r Coat Finish ( �Z} 6 6 F Surface IVr �unted Flc�rescerat �4bove Doar- 4�° , � n Jamb s�ritch 2 2 � DUPLEX OUTLET � SURFACE MOUNTED FIXTURE @ WALL `�'FAN EXHAUST FAN � IC� ! i ��IC�iaC� eP � � � 1 � � rFac� M �urat�d Flares�ent Ur�der �abin �t- 24 � � � swircwEa aurl�f tarvE siaE o�LV> � swiTCH I IC�Cif � GROUrlDFAULTlNTERRUPTOUTLET � WALLMOUhlTEDUPLIGHTFIXTURE �.,7 �OY�I �C�C�it �IOC�PSC�.. CIL� � IC� � ��IC�,CrICy F"��+CP+ � I �I� IILI � g ��$ ��i'GJl! �7C.I �aC .�'i IVIOUCI�P�U t� IG� � �S p�i �' fIXtCII�P. } � � �G NF, � 3 3-WAYSWITCHl4-WAYSWITCN IX� �IOr�SG� �t- I B6 �I ��C� � r� e� �t,� � � ICt� �! e.7t� r� � �� �G fl� r�sc� nt la p3 � r �IXI� r�� ''F � � WATER PROOF GFI OUTLET i WALL PvtOUNTED STEP LlGHT FIXTURE J �X � II I � t�d � � 2260UTLET � tiS D DIMMERSWITCH (MAYBESHOW� AS3-VJAY} � �' hC��e' � I � r rr��sd �� b� l.d�n � r � t1 1 � ' �d ❑� F�ooR �oUNTEOOUP�EX L L ope trip Lightin - i h icacy Jesco lex- L lin�ar Lighting trip , 1 L a ps p� r 1A , appox. 51 ° total proposed 3 � � ' _ S�RFA�EM°�NTE° F�°RES��NT C� Monopoint Ceiling Mounted Flevi Lite HL-384-BZ integral Low Voltage Transformer, 50W MR- � 5 � i-Pin Fialoge , Branze 49 49 ._._ . , Tv TE�EV�S�oN � PRO��oE2R�-6ANO2 �AT-� Q Step Light Dreamscape � L- 126-LED Ancient Bronze Finish 43 4�3 � � ' S�RFA�E ""°�"TE° °" �E'�'"� R Art Li htin Translite . JK- 165-3-S-AL-AL Telejack , Mounted to Stone Wall 3 3 � � ��,1��,�, 2 CAT V TELEPHONE � � � T In Floor Uplight Dreamscape DL- 130/lNT. 3/4" Wood floor application 13 13 � � �y ry � � � O RECESSEDDOWNLIGHT - - - - LEDLIGHTING TOt�I FIXtUre COUIIt= ZCJS TOtCa) LaCY� p COUI�t- � G � 4 � ■ LIGHTING EFFICACY CALCULATlONS : � � � � � WALL WASHER / DIRECTIONAL D6WN LIGHT m MONOPOINT � 285 FIXTURES WiTH 1214 LAMPS ARE PR4POSED IN HOUSE . 951 LAMPS ARE HIGH � Q� O J JUNCTION BOX SURFACE MOUNTED FLORESCENT MOUNTED ABOVE DOOR HEAD EFFICACY . � > � � � � 951 / 1214 = . 78 W � Q � Electrical Le e �ad 78% �F TFiE LAMPS IfV THE FiOl1SE ARE HIGFI EFFICA�l' V1/HICH EXCEE �S THE � ,� � /4'° = 1 '-0" FtEQUII�EMEN`f � F 50% IN N1104� . 951 . � � A4 . 1 ■ � � � 2 � ° � � � � � C � E F � F-I I J K L fVl � � _ � � 1 4 3 2 � C� 3 2 A5 .3 A5. 2 1��.2 A5.2 � A5.3 A5 .3 ,.w.�. , � � � � � � � � � ' � � � � { 13 � - - - - � - � � - � - � - � � � � � � � �v� � 12 - - - - - - - - _ _ _ _ - _ _ _ - - _ _ - _ - ' - � � � � � � � � II I I I � tr . @ _. 2 __ t � I , I I I I A7.5 I I I I � I � � ( � REVISION I � Revision � � ( � � � ( ( � ( � � � Na Description Revision Date 4 _ , � A5 . 1 REVISED BUILDING PERMIT SET I I I I I I I I ( I I I � 08/05/10 ' CHANGES ARE SHOWN BUBBLED �VOTED ON PLANS THAT THE -� .-- CARB�N MONOXIDE 1 1 _ _ _ _ _ _ _ � _ _ _ _ � _ �_ _ I _ �_ _ ' _ _ _I _t _ - DETECTOF�S AfVD SMOKE DETECTORS WILL BE � � � I I CONNECTEQ TO THE ALARM 1 � _ - - _ - _ - - - - - - - - - - - - - � - - SYSTEM ���� B2=-- -B2 B2--� - e , � _--�,�, o o F� � _ ,.... ,... � - - - - - - - -E - - - - �-- - -�- - � Q - -� ' ' � B . -- - � = -.- =- w �____-----�' _ A4 .2 � � g g g f g2 �_ 11 . ._ �St�C �� 2„ ( 1 '-0" - _ I ( I � I I I B 27 A9 .K 12> I B � � "� I 13 RECESSED WALL FAN w DN � 8 _ - _ - - - - _ _ _ - _ - B2 - - -B2 - -B2 � A7 .4 2�� / 1 '-0" FaN B2 � PROVIDE POWER 3 I I � I � K � � B Q B FOR FAN COIL UNIT � � B3 B3 " AS REQ'D. 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'`� � : � � . .. � .� . . � . . � . � � � � � � . . � . . : . . . . . . . . � . � . � . . . � . . � � . . . � � � � . � . � . � . . . � . .. . : . � . . � . � I . . . � � � � . . . � � _ . . � . � . .� . ��, + �" f � " `� � } a^'�'l>' I . . . . . . . . . . . . „ ^'^"' � . . . . . . . . . . . . . . . . . . . . . . . - . . . . � � � . � - .„,„�� �- � . � . . . . . . � . � . . . � � . � � . . � � - � � � � . : � . � . . . � . . � . � . � . . . � . � � . . . . � . . . . . . . � . . . . . . � . . . . . � � � . � . . . . . . . � .. . � . . . � . � . . . . . . . . . . � . . . . . � . . . . , . . . . , . . . . . . . . . . . � I' . . . . . . . . � . . � . . � . . . . . . . . . . . . � . . � . . . . . . � � . � - . � � . . . � . � � . . � . . . i . . . � � � . . . . . . . . . � . . . � . . . � . � . . � . . . . . � � . � . . . . . . . � . . . . . .. . . . . . . � . � � . . . . . . . . . . � � . . . . � . . � � � . . . . . � . � . . � . . . . . . . . . . � � . � � . i _ _ _ e ; � � � � � REVISED BUILDING ' PERMIT SET ; A�- . 1 Issue Date 08/�3/ � 0 �i I Drawn bY AUth01" _ _ _ _ _ _ __ _ _ _ _ _ Checked bY Ch2Ck2f Sca�e 1 /4° = 1 '-0° . � U er Level Reflected Ceilin Plan � �4�� _ � �-o�. U p pe r Leve I RCP � � � N � . � . � . . . � � .. . � � . . . � . . . . . . . . . � . . � . . . � . . . � . . � . . . � . . . . N � . d' � . . . . � . . � . . . . . . � �. . � . . � . . . . . . . . . . . . � . . . . � . �. � . � . . . � . � . . . . . . . � � � . . . . � � . . . . . . . � . . . � �. N � A10 . 3 0 � . . . . . � . . . � . . . . . . . . . . � . �. . . . . . � . . . . � . . . � . . . . . � . . . � . � � � � � � � . � � � . � . . . . N � . . . . �. .. . . . � � � . . � � . � . � � . . .� � . . . � � � � � . . . � . . : . . . .. . . . . . . � � .. . . . � . . . .. � . . � . . . . . . . . . . � . . � � . � .. . . . . . . . � � � . � � . . �:: . . . � . . . . . . . . . . . . . . . . . . . . . � . . � . . . . . � . � . . . � . . � . . . . . � � . . � . . . � .. . . . . . � . . . . . � � � � . . � . .. . � . . �. . . � � . . . . � . . � . . . � � . . � : � . . . � . � . . � � . � . . . � . �. � . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . � � . � . �. � � . � . . . � � � � . � � . . .. . . . � . � . � � � � � � . � . .� � � _ . _ _. _ _ . __ . _ __ _ _ _ _ . _ . . DESIGN CRITERIA: Allen Residence JOB �: 1004- 14 requirements� if not indicated on plan . Cap with a dauble top plate installed to continued communicatian between the contractor, architect and engineer to provide the best ,-, E provide overlapping at comers and at intersections with other partitions. If overlap possible structure. These drawings have been prepared for the use of a qualified contractor x �; �, , i ,4}, {4�44 ' @ Roof Live Load ( Snow) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 80/10d psf is not possible, strap top plates with metal strap ties ( Simpson ST292 or experienced in the construction techniques and systems depicted . - �3 � , Raof Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20 psf equivalent) . � �"` ` . n r'�' y� °�,C'; Floor Live Load 40 sf xf $ 4 �� �� : ; ,, �, � � ; + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - p B . Gable- end walls shall be balloon - framed ta the bottom of rafters or end - wall � � � , i � Floor Dead Load - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 30 sf � , � �= ��' � , ,, � P trusses unless approved by engineer. � I �., y ; � Deck Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 psf C. Floor or roof framing members must be aligned to bear within 5 inches of the A B B R E V � A T � � I V � � S T " Deck Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 50 sf �� "; r� >s� t :.; p studs beneath . . �+. ]� �� . . . f / L YN '$ � h `i�e�� .i Wind (3 Second Gust) __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 90 mph (Exp . B ) D . Provide 7/16 " thick APA rated sheathing ( plywood or OSB ) rated 32/16 , exposure 1 , * � , , , r � sfe^ t �� � ; Seismic Design Category EXEMPT at exterior foce of exterior walls. Black all harizontal joints and nail panels with 8d 2 � � g ( gC FASTE � � � G SCHE � U � E ,, -' .. . ; . ,,. A. B . ANCHOR BOLT LAM . LAMINATED � I IRC __Edition , - -_-- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - 2009 nails spaced at 6" along panel edges and at 12" alang intermediate supports. *THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304. 9. 1 FOR FULL SCHEDULE A. F. F. ABOVE FINISHED FLOOR LLH LONG LEG NORIZONTAL � � � � ���� i r � ,. � E. Provide (3) - 2x10 headers over all daor and window openings, with one 2x6 trimmer A. F. G. ABOVE FINISHED GRADE L�V LONG LEG VERTICAL SPECIAL INSPECTIONS: +" and one 2x6 king stud each end , unless otherwise indicated . CONNECTION FASTENING °� e ADJ. ADJUSTABLE LONGIT. LONGITUDINAL F. At beam bearing locations in stud walls, provide multiple- stud posts equal ta width ANCH . ANCHOR LTWT. LIGHTWEIGHT _ a . Na special structural inspectians are required . Periodic observations of construction by the of bearing member unless nated otherwise. 1 . �otst to st� � or girder 3 - Sd common toenat� APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER structural engineer are not considered to be special inspections. 2. Interior Load Bearing Walls: 3 - 3" x 0.131 " natl ARGH . ARGHITECT LSL LAMINATED STRANQ RIM MATERIAL c w F N ATI N A. Interior laad bearing walls are 2x4 ar 2x6 studs (as indicated on plan ) C� 16 '° o. c. 3 - 3° 14 gage staP�e BD . BOARD MAX. MAXIMUM .� d � with 1 j2 gypsum wollboard both sides unless noted otherwiae. Cap with a double 2 Bridging to joist 2 - sd common toenail each end BLDG. BUILDIN � MECH . MECHANICAL � o � top plate instolled to provide overlopping at corners tand at intersections with other 2 - 3" x o.131 " nai� 6LKG. BLOCKING MAT'L A�IATERIAL � a 00 CD r a. Design of individual and continuaus footings i� based on a maximum allowable bearing pressure 2 - 3" 14 gage staple C) � Q ,o � � i partitions. If overlap is not possible, strop top plotes with metal strop t6es BM . BEAM M �4NUF. MANUFACTl1RER of 1500 psf ( dead load plus full live load } . Sim san ST292 or e uivalent 6. So1e plate to �oist ar blocking 16d at 1s" o.c. typical foce nai� z -p � �' � °' °' j � P q ) • 60T. BOTTOM MIN . MINIMUM I I I , b . Foundotion c� nd retaining walls have been designed using a { ateral pressure af 50 pcf. 3" x 0. 931 " nail at e" �.c. c o o r� r� B . Flaar or roof framing members must be �lign �d to b�ar within 5 inches of the � � B . �. Vd. BOTi'OM OF WRLL ( N ) NE4N p cv o r � c. Foatings sholl be plviced on the naturol undisturbed soil , car compocted structural fill per the 3 14 gage staple at 12 o. c. �j � �, �, studs beneath ; 9RGa BEARING NON1 . NOMIIVAL � �- ; recomr� endotao� � of the geotechnical engineer, beiaav frost depth . I- w da This fcaundatian hos been designed aecarding to th � design recomrr� endati�r� s s�t forth in '�• Provide ( 2) - �x10 headers over all openings in wallp with one 2x4 ar 2x6 trirnmer Sole plate to �o�st or bQocking at braced � _ � s� p@�. � s� bra�c�d ��u R�neis CANT. CANTILEi/ER N , W. NORMAL ►/�EIGN1" � �' M � -� i x I �nd ane 2x4 or 2x6 kin stud each �nda � nless noted �therwi�e. wcsl ! panel CeJ. COP� TROL J� I �1T CD. �. ON CENTER <C . � � � ° � i g�e �technicol repart 110- 12� �t by N - P G�afech . The cc�ntr�a �tar shal6 follow th � �csn �tructic�n 9 (�)- 3" x t3. 131 � noil per � s" � r� � requirements fram this sart� � report . [� , At b �ea�-s b �� rir� g I �catie�ns ir� �tud walls, provide rr� ultipP �- stud pc��ts equai t� width (�)�3� 14 gage stap�e Per � s" CMU �C��ECRE7'E fNASC3IVR `( UPVIT QI� N �, C7PEN91dG � � `�' � J "°`' � e. Provide continuous faundatian droins areur� d th � p �ri eter of � II base ent �v�lls �nd at the �f bearing r�ne b �r unless noted atherw6se. 7. Top P�ete to stud 2 - > sd common �nd nail GE . CE ENT OS� fJRIENTE� STRA � OARD � � � 3. Floor Construction . 3 - 3" x o.t3' " not� CLGa GE6LING ^ base of retaoning walls. Contact geofechrrical engin �er for d�tails. � PLATE (� '� � f4 �4 representative �f the geatechnical �engin �er shali verify �oils ccandi�ions ar� d types during �. F' r�vide 3/4-" thick �PR rated Sturdifloor rated afi 24'° a. c. � tongu � and groove, � - 3" 1 � gage stapoe � CENTERLif� E F' LYViI�. PLYWOQD Q c �' �xcavatian . Repart ar� y discrepanci�s fram �riginaf fi� dir� gs t� structural en iraeer f�r �xpasur� 1 . �lu � and �nadl pan �ls #o all supports with �d n � ils spac�d at 6 alo� g �. �tud to sai � p�ate � - ��d cornmon to�nati CLR , CLE�,RANCE PK1°, P�CKET � � � �, � � r�- evaluatiar� �f f�undation design . or� eB ed es ar� d �t 12 aEor� g int�re-nediat� �u ports. Inst� ll sheathang with I �rag � - � x o.' 3� noti C�L. COLU R. Om �UGH OPENI G � r` � � � � g . ack�ll � round and above �tructural buttr�sses � nd r�t� i� ir� g wal6s sh � IP be ca p � ctia� - tested i ension p�rp�r� dicu � ar to jaists and end joint� stag ered . � - 3 14 gage �tapte C06� �, COt� CRETE R�,D . ADIUS � � °� E I � � per th � recomrnendations of the geotechnic�l engineer. . � ravide soiid blocking b ��weer� flo� r �oists at all bearing locoti �r� s. I ��ki� g ateria ( CONN . �ONNEGTIOh! REF. EFERENCE � � a � � � h . Do not backfill agoinst retaining walls until supparting elem �nts ( such as floor framing) are in shall match the floor joist materiaL 2 - > sd common end nar� CONT. CONTINUOUS REINF. REINFORCEjREINFORCEMENT t� ° c-� °' °' 3 - 3 x d.131 noil GONST. CQNSTRUCTION REQ ' D REQUIRED m ( '^"1 ploce and securely anchored , or adequote shoring is installed. Concurrent backfilling of each 4. Raof Constructian� 3 - 3" 14 gage stap�e � � � x ; side of a free- stonding retaining wall to final grades as indicated on plon or section is A. Provide 5/$ thick APA plywood sheathing rated 4t?/20, exposure 1 . Instal ) „ C. P . GRIPPLE POST RET. RETAINING � +� � a � � 9. Double Studs 16d at 24 o.c. foce nail � p_ � v�,�, required unless temporary shoring is installed . sheathing with long dimension perpendicular to rafters or trusses and end joints 3" x o. � 3� " r,a�i ot s" o.c. C. W. CRIPPLE WALL REV. REVISION i. Verify type of fill with soils engineer and structural engineer prior to backfilling . staggered . Nail with 8d nails spaced at 6 " along panel edges and at 12" along 3" 14 gage stapie at �" o.a DB �. DOUBLE R . S. ROUGH SAWN intermediate supports. � o. Double top p�ates 16d at 16" o.c. typtca� tace na�� DET. DETAIL SCHED. SCHEDULE REINFORCED CONCRETE: B . Plywood sheathing shall be applied continuously aver the primary roof inembers s" x a.� s1 " nai� at 12" o.c. DIAG. DIAGONAL SECT. SECTION (rafters or trusses} below overframed areas to provide adequate lateral stability. 3" 14 goge staple at 12" o.c. DWL. DOWEL SHT. SHEET a. Concrete design is based on the " Building Cade Requirements for Reinforced Concrete" ( ACI C. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. DWG. DRAVdING SIM . SIMILAR 318) as adopted by Chapter 19 of the 2009 IBG See noiling schedule. ooubi� top plates 8 - 16d common iap splice EA. EACH S. LP . STRUCTURAL INSULATED PANE� b. Structural cancr�te shall hove a minimum 28- day compressive strength of 3000 psi. D . Pravide solid blocking between roof rafters, trusses and lookouts at all bearing � � 2 - 3' x o.t3t � nail E. J. EXPANSION J�INT SPEC. SPEGIFICATION c. Concrete shall be proportioned using Type I - II sulfate- resistant cement. Admixtures containing locations. Blocking material shall match rafter, truss chord , or lookaut material . 12 - 3 14 gage staple typica� face nail ELEV. ELEVATION SQ. SQUARE 11 . Blocking between joist or rafters 3 - 8d common toenail ENG. ENGINEER STD . STANDARD chloride solts shall not be used . E. Rigid insulation nail base panels shall be installed according to the � . � ta top peate 3 - 3 x o.131 nail EQUIP . EQUIPMENT STL. STEEL d. Cold weather concreting procedures shall be provided as recommended in the ACI Monual of manufacturer' s installation specifications with respect to the decking � - 3" 14 gage staPee � Concrete Proctice. materials and supporting framing members. „ EQUIV. EQUIVALENT STRUCT. STRUCTURAL . : � e A .. ..4, .�► L. ..I � �. �F.�. L. e.. ... .,.. .a .+..I . . .., .. 4. �,..�:.. � r. l .. } �„ �4„� � � 4, �, r, � � �,,.,,� ,,, ; } {„ „�; Lt., .� 1 ...,.. r. l .. l .... G. Wi. � J � � ....7. . y . � . 12. Rim 1013t t0 tOp p� �t8 �C� �t 6 f152mm1 ,Q.c_ toenail CYCCTG. C?SICTINC T�..O TOI"` .9.. � OTTO1.f f. Ex ansion bolts sholl b � located at a minimum of 6 bolt diameters from concrete �d e ond 3 x o. t3t " nail at s o.c. P 9 A. Walls over 4 feet long which� are sheathed with gypsurr� wallboard on both faces arrd 3" 14 gage staple at �" o.c. ( E) EXISTING T&G TONGUE & GROOVE spaced at a minimum of 10 bolt diameters unless noted otherwise. are indicated c� s shear walls on plon have been designed to resist wind forces in 13. Top plates, iaps and intersections 2 - 16d common face naii EXP . EXPANSION T. O. 1'OP OF g. Anchor bolts for waod sill plates shall b � placed at 4' - 0" maximum spacing with one anchor accordance with Table 2306 . 4. 5 of th � 2003 IBG � � EXT. EXTERIOR T. O. C. TOP OF CONCRETE 3 - 3 x 0.131 nail bolt at 12°' from each end or corner and a minimum of two anchor bolts per piece. B . At shear walls, screw 1 /2" gypsum wallboard ta all studs and to top and bottom 3 - 3'° 14 gage staple F. D . FLQOR DRAIN T. O. F. TOP OF FOOTING h . Cancrete floor siabs on grade and on metal decking or plywood supported by framing shall plates with 8 x 1 1 8" dr all screws at 7" maximum S �Cin 14. Continuau� header, two ° FDTN . FOUNDATION T. O. L. TOP OF LEDGE # � yw p 9 . pieces 16d common 16 o. c. olong edge FLR . FLOOR T. O. M . TOP OF Pv1ASONRY have sawn or tooled control joints at a maximum spacing of 15' - 0" in each direction . Locate G Exterior plywood or OSB wall sheathing is requir�d unless specific� lly deleted by 16. Continuous header to stud 4 - 8d common toenail control joints along colurnn grid lines where possible and provide slab isolation joints around engineer. FRMG . FRAMING T. O . W. TOP OF WALL 3 - 8d common toenail columns. 19. Rafter to plate �, „ FTG. FOOTING THRU THROUGH See S�ction 23Q8.10.1 Table 2308. 10.1 3 - 3 x 0. 131 nail i. Concrete coverc� ge for reinforcing steeL• STRUCTURA� IIVSULATED PANEL SYSTEMS fSIPS� � ' � 3 - 3" 14 gage staple GA. GAUGE TRANSV. TRANSVERSE 1 . Concrete cast against ond permanently exposed t � � arth . �°' 23. �ui�t-up corn �r studs 16d cammon �q,� �.�. GALV. GALVANIZED TRTD . TRE,4TED 2e Concrete exposed to earth or wr� ather: a. Structural building panels consisting of an EPS foam core sandwiched betwe�n wood O�B 3°' as �.t3� °° nail 1g� �,�, GEM1l . GENERAL TS TUBE STEEL CC?LUMN A� #5 bar and smaller 1 1 f28T panels may be used for raof sheathie� g as indicated on the drarvings . 3° 14 gage stap� � gg� o,�, G. L. GLUE- LP� Ni Tl'P . TYf' ICAL B . �6 through �1 � bar 2" b. Pcan �ls shall spon the direction ir� dicated �an the drawong �. 2s. �ot�t to bm�rd jois8 � - � sd common face na�► GYP . GYPSUMi jGYPCf�ETE U . IV . 0. UNLE5S NQTED (��FiERVVISE 3, Concrete not exposed to weafher or in contact with ground , �. Individual panels shall be desigr� ed by a representative of the manufacturer wh � is a regisf. er�d 5 - 3" x o. , st " naiw NDR . HEADER VERT. VERTlC�4L �,. Slabs„ walls, jaists ( #1 � b �ar and sma { I �r) �/4°' C�oiorado errgineer. t� anufactt� r� r �h � ll supply �sr specif� ccar� necting spline� and fo � teners t � 5 - ,�" 14 goge �tap�e NOP� fZo H �RIZOt� TAL V. IoFe VERIFY IN FIELD suppart the dead and live loads indicated an the structur�l dravrings . HSS HOLLO STEEL SECTIO�P YV. F. �IDE FLANGE � . eams, calurnns 1 1 f2 " �a�s: d . Caulk , adhesives and foam seala � ts shall b � approved by th � mana� factur� r to b � cornpatibl � HT. HEIGHT . P . VVATERPR �� F For SL° 1 irach = 25. 4�rnrn . 2 3/�`° x 0113°' nail� eand 3� x 0. 131 " nafl� are standard �d and 10d Gun n�il�. REINF�RCI �IG STEELo with all compan � nts of th � pc� n �l and adjacent rncat�rial �. IfVT. INTERiOR 1lV. V�, F. tNELDE� YVIRE FFa� P� lC � , � nu �actc� r� r sh � ll c�rtify th � t par� e9s have b �� � te� t� d ir� � ��ardarace with P, STM E- 72 ��r am ��mma� �r bax na�� s ar� permitted t� be used except �h �r� ath �rwis� st�tede INV, INi/ERTE� �D . YV�OD StrUGtllfQl 6t1 � e C!t > b, St�plc� shalf hav� a rninims�rn ��own aald$h �f 7f16 irach. �a D � tail �ng , fabrication and placement of reenf�rci� g st � el shall b � in aceordar� ce with the I g y JSTs JOIST V�f iTH f� anual of Concrete Practice. f. Th � OS � ski� shall be identified � rr the p � � �l wi�h an AP ,� perferrrranc � rating markp with ara 14 KING STUD W�0 iTNOIJT b. Except where otherw� se nated or� the drawings, r�i� f�rcir� g bars shall ca�rrforrrr ta ,4ST Expasure 1 durability rating . Specification A615 and shall be grode 60 except ties, field bent bars where permitted by note 9 � Store panels in an area protected from sunlight ar� d maisture . Support panels so as ta on plan , or bars to be welded , which shall be grade 40. prevent contact with the grour� d and to prevent warping . � c. At splices , lap bars 44 diameters. Da not weld or use mechanical splicing devices unless h . After installatian , panels shall be covered to prevent contact with water on cr � l exposed par, el specifically opproved by engineer. edges. AL� LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE-- TREATED �UMBER SHALL HAVE A � � � d . At corners, make horizontal bars continuaus or provide corner bars. Around openings and �• Installation shall be in strict accordance with manufacturer' s published instructions, details , SIMPSQN ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANI �ED ste s in concrete, rovide 2 - 5 bars extendin 2 ' - 6 " be ond ed e of o enin or ste and the drawings that are part of the contract documents for this project. Any conflicts ar PER ASTM A153. CONTACT ENGI �dEER FOR ALTERNATE USE OF BARRIER MEMBRANES . � � P p � � # • o� � y g p g P � changes sha I be resolved in writing . � e . Extend reinforcing steel a minimum of 2 - 6 through cold joints. Unless specifically located �� � on plan or details, coordinate cold joint locations with engineer. CONNECT{ ON SCHEDULE T�P FACE JOIST �`°� ^ f. Welded wire fabric shall conform to ASTM Specification A- 185 . Lap welded wir� fabric a STRUCTURAL GLUED LAMINATED TIMBER : � � � minimum of one full mesh plus two inches. Laps shall be wired together. QA SIMPSON H5 - ( 4) - 8d ( 4) - 8d �.q g . Epoxy adhesive for reinforcing dowels shall be " Hilti " or " Simpson " or approved equivalent a , Materials, manufacturer and quality control shall be in conformance with AITC Product 0 SIMPSON LSSU210 - ( 10} - 10d ( 7) - 10dx1 . 5 � �-4-� C� ' adhesive systems. Minimum embedments, if not specifically indicated on the drawings, sholl Standard PS 66 - 82y " Structural Glued Laminated Timber" . M-�-� t�.�,_ be according to the manufacturer' s specifications. Q SIMPSON A35 EA. SIDE - ( 12) - 8dx1 . 5 ( 12} - 8dx1 . 5 � � y�°' b . Laminated members shall be fabricated using Douglas Fir with the following combination h . Metric bar size conversion table : symbols: � SIMPSON B3 . 56 /11 . 88 ( 6) - 16d ( 8} - 16d ( 6 ) - 16d � � METRIC #10 #13 �16 #19 �¢22 #25 #29 #32 #36 1 . 24F- V4 Simple- span beams R INCH - POUND 3 4 5 6 7 8 9 10 11 4 - 10d 2 - 10d - # # # # # # # # # E�, SIMPSON ITS1 . 81 /11 . 88 ( } ( ) 2. 24F- V8 Continuous or cantilever beams � � STRUCTURAL WOOD FRAMING : c. All members shall be �Architecturol A earance Grade , unless indicated otherwise b the � SIMPSON ITS2. 37 /11 . 88 ( 4) - 10d ( 2} - 10d - �-�- � PP y Q SIMPSON ITS2. 37 /14 � ) � ) � F� � architect. 4 - 10d 2 - 10d � � � . Except where noted atherwise, all 2 nominol lumber, except studsy shall be Douglas Fir- Larch d . Protect members from damage or exposure to moisture prior to and during construcfion . 2 and better, and all solid timber beams and osts 3" naminal and wider shall be Dou las a SIMPSON ITS3. 56 /14 ( 4} - 10d ( 2} - 10d - � 3� P - 9 e. Adhesive shall rneet the requirements for wet condifions of service. � Fir- Larch �1 , f. Do nat ccamber laminated members unless indicated on the drowings. I(3 NOT USEQ b . Studs shall be Stud grade and better pouglas Fir Larch ar Hem Fir. g , Portions of glued - laminated timbers th � t are exposed to weather esnd r� ot protected by a roof � c. Built - u osts shall consist of Dou las Fir- Larch or Hem Fir 2 � r better 2x4 ar 2x6 studs � SIMPSON H � 3 . 56 /14- ( 6} - 16d ( 16 } - 16d ( 10) - 16d � P P 9 # or similar covering shall be pressure treated or be manufactur�d from natur� lly decay per plan and shall be nailed together with 2 rows of 16d nails C� 6 " on center along each resistant woad . �K SEE SECT. 19 /S6 � stud . d . T�cG decking shall be douglas Fir or Nem Fir " Select" deckingo STRUCTURAL STEEL: L(� SIMPS�N HWI4-14 ( 4) - 10dx1 . 5 - ( 2 ) - 10d � � � �. � uilt- up bec� me cc�nsisting of multipl � 2x rr� �mbers snalA be nc� iled together with fwo r�w � c�f �M SIt� PSON ITS1 . 81 /14� ( 4} - 10dx1 , 5 ( 2} - 10d -- 16d nails spaced at 1 �" � n centero or with t � a rows of 1 f2" diameter thru - bolts �p � ced at � . �tructurai ste�l shall be detailed , fabr�cated and er�cted in accordanc� with the rr� o� t current 24°' an centera editions of AISC Sp�cificatlons and Code of Sta � dard Practice. Q SIMPSON IUS2 : 37f11 . �� - ( 10) - 1 �d ( 2 ) - Strong - Grip f, Top and bottom plat �s shall b � � ouglas Fir- Larch or H �m F�r �2 � nd bett�r. Plates placed ba Structur�l steel shapes shall be �STt� A992. �ther rolled shapes, including pla � es a� d direcfly ean c�ncrete walls ar slabs shall be pressure- treated Hem Fir �2. angl �s shall be �4STM ,436 . Round or rectangular HSS shap �s shail be ,4STM ,4500 grade � . � g . Ledgers ottoched to cancrete wolls shol ! be treoted Hem Fir #2, or if LVL rro � t�riol is used, �� �� I bolts used in ste�f frarnpng shcall conform ta AST�1 Specifiication A325. Anchor bol �s and shall have a continuous waterproof inembrane between the concrete and th � wood . bolts used in timber connectior� s may be ,4STM A307a Bolt sizes � hall be �t'�" � un9 �ss noted � � h . Wood beams bearing in beam pockets in concrete or masonry walls shall bear an a treated atherwise. � 2x6 bearing block. Provide �� " clearance around end of wood beam . Block agoinst sides of d . Typical framed beam connections shall consist of pairs of Y4" angles using the maximum beam pocket with treated 2x blacking to provide lateral support for beam . number of �'4" sb bolts called for in Table 10- 1 ar combinatian bolts and welds in Table 10- 2 � � i. Beneath solid or built- up columns noted on plans, blocking of area equivalent to column of the AISC Manual ( Thirteenth Edition ) . � ,� ,� „ „ „ » above shall be provided within floor joist spaces and in wall spaces below. Door or window e. Expansian bolts shall be wedge type Hilti or Rawl or Simpson , or approved equivalent with trimmers consisting of a single stud do not require special blocking in the joist space. the following minimum embedments: � j. Except as noted otherwise, minimum nailing shall be provided as specified in the "Fastening � , }t�'� q� - _ _ _ _ _ _ _ _ �" Schedule" on the drawings ( 2009 JBC Table 2304. 9 . 1 ) . 2, � � _ _ _ _ _ _ _ _ _ 3 k. Bolts used for wood framing connections shall be installed with standard washers and nuts. 3. 3y4" �6 - - - - - - - - - 4" I . Unless noted otherwise, steel connectors such as those manufactured by the Simpson f. Epoxy anchors called for on the drawings shall be " Epcon " or " Rawl " or " Simpson " or approved Company shall be used to join rafters, joists or beams to other beams at flush - framed equivalent anchor systems. Minimum embedments, if not specifically indicated on the conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type � U or Type HU hangers af o size specifically designed for the member supported, as shown in drawings, shall be according to the manufacturer s specifications . the manufacturer's published tables. Contact structural engineer for details as required . 9• All welding shall be done by an AWS qualified welder. m . Wood nailer plates installed on steel beoms or concrete walls for top - flonge hongers shall be h . Delay painting within 3'� of field welds until welds are completed. ripped to match the width of the wall or beam flange. Nailer plates supparting top flange �• Where corrosive sail conditions exist, steel angles that are used to support exterior stone hangers from one side only shall be installed flush with the face of wall or beam flange at veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless the han er locations. steel expansion anchors. n . Manurac�urea �oists snon � e rrom an approvea manuracturer anct shaii ne equivaient m ioad ' "" �" � � �- __ � _ ,,w __ � .. .,.. ., � _ _ _ � � _ �. _ _ _ ., ., _� _ _� � _ _._.. _ _; � _ _ r:.. , � �. _� � � _ r _ ... _�. ._:., � ., carrying capocity and deflection criteria to 8CI 6000 series joists in the depths and spacings non - metallic type grout . Grout shall have a minimum compressive strength af 2500 psi. I - JOIST OR LVL ; indicated on plan . Provide blocking, bracing , web stiffener� and other accessories as required HEADER TO MATCH ; STONE BRICK VENEER : by the manufacturer. OSB rims shall be APA Performance Rated Rim Board materioL DEPTH OF FLOOR � I� � �� ;1�� �� � a l.aminated veneer lumber ( LVL} shall have the following minimum propertieso ` J ` ' JOISTS �� �� ca. Anchored stone or brick v�neer ond its attochments shall conform to IgC Sectian 14a5. 6 �rith . � , � � 1 , Fiexural str�ss - - - � - - - - - - - - - - - - - - - - - - - - - - 2600 psi a wire tie to the structural backing for every 2 square feet of veneer. Q ' � ; � „ 2. Modulus of elasticity - - - - - - - - - - - - - - - - - - - - - - 1 , 900, 000 psi „ � � � ; , �s� � � � � � �� � 3. Tension parallel to grain - - - - - - - - - - - - - - - - - - - - - 1850 psi b. Unless noted otherwise, provide loose fintels over openings using MC12x4Q, bear 4 min . on cn cn � � � 4. Compression parallel to grain - - - - - - - - - - - - - - - - - 2310 psi each end. � � � c. Stone or brick veneer shall be supported on dry- stack CMU units to the foundation , or � �� � � � �� I � � � 5. Compression perpendicular to grain ( parollel ta glue line) 750 psi m m provide steel angle support per details an the drawings. r� � , c, 6. Horizontal shear - - - - - - - - - - - - - - - - - - - - - - - - - 285 psi r , r , ; 7. Connection of multiple- member beams A. Top - looded beams �ENERAL REQUIREMEM1ITS: i) For members 12" deep or less, nail eoch member to the next with 2 rows of 16d nails at 12" o. c. a. Structural erection and bracing: The structural drawings illustrote the completed structure � ii For members reater than 12" dee , nail each member to the next with 3 �( RM I ) 9 P with all elemer� ts in their final positions, properly supported and braced . The contractor, in deSlgt1ed k? y rows of 16d nails at 12" o. c. the proper sequence. shall provide shoring and bracing as may be required during construction MTN B . Side- loaded beams to achieve the final completed structure. Contact structural engineer far consultation ( not in draWn bY ; i) For two or three member beams, nail each member to #he next with 3 rows contract) as required . �, , ,. Cf1GCkEC1 b T� H j �� 2 TYPICAL PLUMBING /MECHANICAL HEADER SCALE : 3 4 = 1 - 0 Y � of 16d nails at 12 o. c. b. Dimensions: Gheck oll dimensions against architectural drawings prior to construction . Qo ii) For faur mernber beams, bolt through with 2 rows of i f2" diameter bolts at nat scale drawings. S1 i 12" o. c. c. Construction practices: General contractor is responsible for means, methods, techniques, issued iii) For members consisting of more than four members , contact structural sequences and procedures for construction of this project. Notify structural engineer of engineer. omissions or conflicts between the working drawings and existing conditians. Coordinate PRELIM � 5 � d � � p. All lumber used in construction shall have a maximum moisture content of 19 %. requirements for mechanical /electrical /plumbing penetrations through structural elements with PREL� M 06 23 /1 � Unless made of treated or naturall deca resistant wood , all deck beams and oists mcludin structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods �f � glue- lams) wider than 1 ��Z ° shall be sealed and flashed at the top surface per architeCt. g used for construction shall be in accordance with the latest editions of the IBC/IRC. PERIVIIT � 7 �06110 r. Drive pins specified on plan shall be powder actuated fasteners by Ramset, Powers, Hilti, or d . Details not specifically shown on the drawings shall be constructed in a manner similar to the SEE FRAMING PLANS ; approved equivalent. Fastener and load size shall be determined according to manufacturers details that are shown for like conditions. These items shall be brought to the attention of FOR HEADER SIZE C � � g �03 10 j recommendations for materials being attached. the structural engineer as soon os possible for approvaL Approval shall be obtained prior to s. Lightweight concrete topping specified on plan for wood framed floors shall have a unit weight installation . of 120 pcf or less. _ Contact engineer for approval of heavier toppings. e. All waterproofing and flashing is the responsibility of the architect and contractor. PROVIDE A MINIMUM t. Framin Notes: f. It is the responsibility of the contractor to contact the structural engineer at the appropriate g time to erform site observation visits. Observation visits to the obsite b the en ineer are OF ONE KING STUD , 1 . Exterior walls P J Y 9 � OR AS SPECIFIED ON A. All exterior walls are 2x6 studs � 16" o .a to a maximum height of 12'- 6 "� 2x6 for determinotion of general conformance with the construction documents and shall not be PLAN » � •� �� construed as inspection . studs � 12 o. c. to a maximum height of 14 - 6 , ond ( 2)- 2x6 studs � 16 to a g. -rnough every effort is made to provide a complete and clear set of construction documents, -t-- POSTS SPECIFIED ON PLAN _ , „ � �, moximum hei ht of 7 - 4 unless otherwise no e - _ 1 t d . Walls taller_ than 17 _ 4 shall . . . . . . . . _ _ _ _ _ _ 9 discrepancies or omissions may occur. Release of these drawings anticipates cooperation and INDICATE TRIMMERS ONLY AND ` be framed with manufactured laminated studs. Contact engineer for spacing Sh22t DO NOT INCLUDE KING STUDS ,f ., _ � , � 1 TYPICAL WINDOW/DOOR HEADER SCALE : 3 4" = 1 ' - 0 " S1 JOB # 1004 - 14 __ _ __ _ _ _ �; . � . � . . . � . . . . � . � . . � . . . � . . . . . . . . . � �. � � . . � . . . � � � . � � . � � . � . . . . . � . � . � � . � . . I V oRTH � . � � . . � . � � � . . � . . . � . . . . � �,� ,>r .+ � w� � � t �:���p4 �i��t�, � � I V /"� I N L /` 'l � S C A L E : 1 4 " = 1 ' — 0 " ' c��e,�,`��'��o om��,��' SPREAD FOOTING SCHEDULE . � � Y TYPE SIZE REINFORCING PLAN NOTES � a�� ° � I STdNE VENEER ANGLE SUPPORT p ` e ' ? ae o�°�� � A 4' - 0 x 4' - 0 x 1 ' - 0 ( 5) - #5' s x 3' - 6 EA . WAY 1 . ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS HEIGHT OF ANGLE EXPANSION � � ° m.�ype.••���<`` " T. O. W. = TOP OF CONCRETE WALL T, O. F. = TOP OF CONCRETE FOOTING VENEER SIZE ANCHORS '- � y` ���NAL '�� B 5' - 0 x 5' - 0 x 1 ' - 0 ( 6 ) - #5 ' s x 4' - 6 EA . WAY THESE ELEVATIONS RELATE TO 100' - 0 AS A REFERENCE ELEVATION AT THE MAIN C PLAN DIMENSIONS x 1 ' - 0 #5' s � 10" O. C . , EA . WAY FLOOR , AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. UP TO 8� 6XFX5/g 3�4�� � x 4" C� 30 " � , , ,> , , 5 3/4" � x 4" Cs� 18 >. 08/06110 6 PLAN DIMENSIONS x 1 - 4 #5 s C� 8 O . C. , EA . WAY T & B 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING 8 TO 14 6x6x /6 CONDITIONS AT THAT DEPTH . CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED . 14' TO 20' 6x6x3/s 3/4" � x 4" � 12„ 6 „ � 3 . STEPS IN TOP OF CONCRETE WALL INDICATED : ____��— 20' TO 26 � F) XCX3�8 3�4„ � x 4,� Cs� 12" � � � � � i 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION NOTES: � Q � I WALLS UNLESS NQTED OTHERWISE . 1 . THIS SCHEDULE IS FOR NON - BATTERED STONE tj -� � °0 0 � VENEER WITH A MAXIMUM THICKt� ESS 0� 6 " . Z Q a � � � � � rnrn 5. C�NGRETE FOUNDATION WALLS ARE 8 " THICK AND CONTINUQUS FQOTINGS ARE 8 " - � � i I I THICK x 16 " WiDE UNLESS NaTED OTHERWfSE. CONTACT ENGINEER FOR OTHER CONDITI,ONS. � o � Z � � 2 . LOCATE ONE EXPANSION ANCHOR AT 6 FROM �j � � � o �, �, 6 . A L L O P E N I N G S A N D S T E P S I N C O N C R E T E W A L L S S N A L L � E V E R I F I E D W I T H A F� C H I T E C T ENDS OF Af� GLES ANd MIN . 2 ANCHORS PEf� SEGMENT. I- �, � W � ,,_,,,...,, ,� N D C O C� T R A C T O R . 3. A�IGLES MUST � E ORIENTED AS SHOWN . Q •� � � � °� � }--. � cc� cn � �.....� 7e POSTS FROM A� t7VE ARE INDICATED : � J � STEEL COLUMt� S FROM ABOVE ARE IiVDICATED : �❑ � � � �� Z � � . DU NOT SCALE DRAVdlRIGS. � tt) _- r� ' U � � ,.a'� � . . . . . . . . e.Q � r � .Q � � � . . . � � . � � � �. . . . . . . . . . . � ¢ � � � � . . . . .. . � . . . � . . . . . . . . � . . � . � � O � � . ,. . . . . . . . . . � � � � . . � . . . � � � � r , � � � � � . � ,',. V m � . . . . � . . � �(p� Oe1 �a� � � . '. . . . . U` LL ! �``I I J L 14' - 6y2�, 5, _ 33�4 ,� 2' - 3Y2�� 5' - 3" 2 � - 0 " 10 ' - 2Y2" 2 ' - 4" 4' - 4Y2�� 10' - 2" 5 ' - 4" 1 ' - 8 " 5�2 „ I I I � � I I I �� I I I 67 ' - 103�4 „ ( � 14' - sy2 " 2 , _ 2 �/4„ 15' - s „ 5, _ 7y� „ . . . . � �8 � 11 /�9t . � � , � � J/� t9 � , � 7Y��� ( � 8 _ � 81 ( 7a _ 7�/215 �1 _ � f91 I �' � � 99 I I � 8 — � 59 ( �y _ �p9 � 8 — ��� zf _ -y�� 99 . � r v� / . . . . . . . . � 9 � ����f1 �A � . � D — o9f Hao94 > 8 _ fH . . . . . �J T. O . W. = 826Q' - 4 6 8 ,> STRUCTURAL T. O . F. = 8253' - 1 Q I I I I I I S8 I CONCRETE SLAB Wj � T. O . W. = 8260 ' - 3 8�2 �, � , � 3�4 „ p � � �5 ' s t� 8 " EACH WAY � T. O . F. = 8253 ' - 10 3 11 4 � - � 1 ' _ � f >' � ( � � N 8260' - 5�/ 4 � � S7 S � / � 3 — — — — — — - — — -�. o. sL� e - — — — — — — — — � — — — — — ' -� " � , _ � „ 2 ' Y " _ STEP � ° _ _ ' e � �— + — � T. O. F. I � � �,� 2 _ _ _ ( � CONC . WA �L AND FTG . � � ` � \ \ s : ss � � � i REINF. Sif� . TO SECT. 17fS7 � � I � m> I � � I I I � � I i � e _ — � ' ' STEP I ( 4 � , � � I � ° 8258 ' - 10 � � 00 � TYP . � T. O . W. = 8261 ' - 0 T. O . W. = 8260 —� � � � f ;� T. O . SLAB � e-- T. O. F. � — — — — — — I T. O . L. � 8260: - 8 T. O . F. = 8257 ' - 4 � � � I i � ( i T. O . F. — 8257 — 0 � � � _ �.�� ( � � 4�> � 4 13 I I � � S7 , _ 3 I I THIGKEN ) SLAB 0 12 " I 4" CONCRETE SLAB ON 4" I I I I T. O . W. _ 8262 '_ 9 � � — � T. O . F. 8257 G T. O . W. 8268 1 � � 8260 6 � BELQW TONE V� NEER , I CLEAN GRAVEL BASE ON I I I T. O . F. — 8257 ' 0 p�q � � Q I I T. O . SLAB I ( I EAINVFV.A / #5 s C� 12 COMPACTED �STRUC�URAL ( �i I I o CQNC . WALL AND FTG . - I 8260' - 7Y L_ — _ ���� �� � _ � _ T. O . SLAB 4 FILL PER SOILS ENGINEER . I � � REINF. SIM . TO SECT. 14/S7 � � � _ _ I I REINFORCE SLAB WITH � � I `- SUPPORT SLAB � � p ' p '� I � I o0 r i 8 " STRUCTURAL CONCRETE 8 ' - 5 " S$ � � 6x6 — W1 . 4xW1 . 4 �NELDED WIRE T. O . W. _ 8261 ' - 0 I E D G E W/ L A S I N � � � 00 SLAB W/ #5s Cs� 8 " EACH ( I T. O . W. — 826 — 4 FABRIC THROUGHOUT. . O . L. — 8260 ' - 8 SECT. 14/S7, TYP . I I I � �4 � _ `` T. O . W. = 8261 ' - 10 T. O . F. — 825 ' - 0 PROVIDE 1 " DEEP SAWN OR . O . F. = 8257 ' - 0 I � rT-� "� WAY — 8260 ' 7Y 3' p " — " ~\, T. O . F. — 8253 ' - 10 ( TOOLED CONTROL JOINTS AT I I I �� �--� � T. O . S L A B �' � ( I 15 ' - 0" MAXIMUM SPACING � I 8� 60 ' - 8 ( � ( � 10 x24 G,ONC . EACH WAY. �� � 8260 ' - 55/ , r,. 8260 ' - 8 � � DEPRE S SLAB 1 " ( I � T. O. SLAB I ( I ( � T. O . S L A B G R A D E B E A M , Y I Y 2 I � �j �I1 — — — — — — — — — — — — — — ~ T. O . SLAB � — — — — — 8261 ' - 0 — — UNDER WkSHE W/ I _ — �1 � I �_� � � F __� T. O. W. 8261 ' - 0 T. 0_ SLAB FLOOR DRAIN _ rr . I I i�" s � T. O. L . 8260' - 8 � , » � I �� � � — � � � � F�4 0 5 � >, T. O . W. = 8260`� 4 cv � , 20 — 2 N " � q T. O . F. = 8257 — d ��� _ � � — � — — — — — I T. d . W. = 8276 ' - 9 �. � Q i — 2 , �, g T. O . F. — 8257 — 0 2 � — — �` � — — �— — — — — _ �4 >, _ — `� �— „�; — — — — — _ — — � — — _ — ° — — �-T -�'-- T. O . F. = 8260 — 4 � � e,� � � � \``� � � � T. O . W. = 8260 � T. . F. ( I I � � � g - T - - - — — — L - - - - _ _ _ _ _ `� T. O . F. = 8257 ' - 0 _ � � `� :� ❑ �- � �—�-� �_�- —�=f� �- �— � I I �� � � � � � I I ( TNICKENED - - I � � � �` ir � - _� I � � — — � ` — I SLAB � � !� I : 10 ` x2499 CONC . , , � c� �°" d- '- � ��� GRADE BEAM _ � � C T. O . W. 8261 Q (� _ 7 _ � 0 0 � �^ � ci `%� � o T. O . L. = 826d � - 8 �i ,> � i� T. O . W. = 8271 ' - 9 4 I ! STEP � •- �,��iL� SLOPE SLA � � I T. O . F. = 8257 - 0 � 8 ( I "} � 5� - 5��` I I � `° T. O . F, _ �26Q' - 8 � I � � � T. 0. F. � j a ( SEE ARCN ) I T. O . W. = 8260 ' - 4- SIM . I I I ° � � .� � - - - - - - - - - - - - - - - - - - - - - �` T. O . W. = 8277 - 9 � —� -° cv , T. O . F. = 8257' - Q > „ , » , „ � „ ' �`�.. 10 x24 CO�IC. 826Q - �Y 2 - 103�4 � 10 - 2�� - 9y2 c - - � � �y T. Q . F. _ �260 - 8 � � � GRADE BEAM T. O. SLAB — 0 2 `�i' � , 5 _ ^ � � I T. O. W. _ 8261 ; - 0 11 , � 4y4 ,> ( 19 , _ 83�4 ,> � � I I � ( N r� 8260 - 51 ( 4) �5 DWLS AT \ T. O. L. - 8260 - 8 : ° - T. O. SLAB CORNERS OF FIREPLACES d- I I T. O. F. = 8257 ' - 0 � I 3 ' - 0 ' � ,,,� � � � L� N � �l � � ( � � 7 — — _ — — — — — — - — — — — — — 15 — — — — — ' o _ � T. 0. W. = 827 9Y4 .� 0. W. = 8272 1 10 „ 8 „ � „ S� � N A � � �/4 � � r ' cv 00 `- � - � � T. O. F. = 8260 - 8 T. O. F. = 8260 - 8 � � � o 0 0 14 T. O. W.) _ 8272 _ 9 2 , _ 63/4 .> � � S8 I I � I I 1 6 :- r� I � d- - - — — � I T. O. F. - 8260 8 � _ ° S8 , � � � �- N � I I p`� � . . N . . � � _ S7 � B � . . . . / � � I `� ; 2 ii o � _ .. �-- - - - - - '_ 5 � _ - N _ - t — — — — — — - � _�i N � � � STEP 2 ' - 0 ,� 2 ' - 0" `'-° � _ � � � � ( I o � � � - - - - - • • "�- - • • - _ T. O . F. _ _ _� o N ❑ � � - I - - - - � 4 — _ N — — — — — — — � — — -�- — _ — � — — — — —I-- — � 0 6 ' - 5�, � 5' - �y2��^ 2' - 6 " o T. O . W. 8277' - 9 r� I _ _ � � STEP �- , � T. O . L. 8276 ' - 2Y2 ' ' � T. O. PIE = 8272 �@ ( : T > I � `V T. O. W. = 8266 '- 3 = ,n T. O. F. 4� j �r � � _ � � T. O. F. = 8260 - 8 �t r�r}`� I . U. I- . = tjZJ / — U ( I 3 T. O. W. = g266 � - 3 . . — . . _ i j ( ^ � I ' — Y" I ' — `t' T. O . 'rY. — 02 ,- .-' il� I � c �r�n L�,2 _ � �`' T. O . F. = 8257 ' - 4 � I a I � STEP � T. O. L. = 8276 ' - 2Y2 � �-- T. O. F. � 58 I , T. O . F � T. O. F. = 8260' - 8 � � - 4�� ' - 4' � 2 - Q � - a p � � N � � 827 - 7 �. 8272 ' - 8Y T. O. W. = 8277 - 1Yz T. O. W. = 8277 - 9 � , BD 9 99 T. O. SLAB T. Q. SLAB T. O . F. = 8260 ' - 8 17 ( I _ N � T. O. L. _ �275' - 11Y2 � � � " N }� T. O. F. = 8264' - 5 3 - - - - - - - - - - T. a. W. = 8272' - 11Ya. _ - _ _ - � � � _ S7 _ ( I - - - - �.�, `�' ( � T. O. F. = 8260' - 8 � S� LOPE I ( � 5�" 2 2 , � L�, „ - 5 cv � _ , _ � SLAB I T. Q. W. _ 8276 ' 2Yz (- — — — — — — - 2 _ T. Q. W. 8272 - 0 � _ _ T. 0. L. 8275 1 - - - I T. d. F. = 8268' - 0 � , I � � _ 4» ^ � T. O. F. = 8260' -� 8 � ', I T. . ER = 8272 - Q � I I � � I I : � g � � � .- � _ _ i I S8 � �- 1 ' -4" - I I � I � — — — — — — — — — - '�`� "� T. O. W. = 8277 ' - 1Y2 � - - T. O . F. = 8269 ' - 8 _ ' I I designed by KRM � � _ � _ _ � I i - - - - - = � s � o o � — � — — � drawn by M TN _ � � „ ., i - - - - - - . TDH i NOTE: COORDINATE ALL EXTERIOR � i 1 6 � `� o� checked by i - - - - - - - � SLAB ELEVATIONS ND SLOPES WITH T. O. W. = 8275' - 7Y2 � � � I � = � � 16 I I ' ARCHITECT i - - - - - - - - - - � N I I S7 issued ; T. O. F. = 8268 - 0 ' I � � PRELIM 05 � 10 f 10 � Q �� � „ I I i _ � � ' – " I �3 , _�0 „ s2�s ' – o � ;s PRELIM 06 /23 /10 � 8 ., T. O . SLAB i � � T. o. w. = 82�7' - 9 PERMIT 07 /06 /10 � � � 8274' 9 ( I ( T. O. F. = 8269 ' - 8 � � 08 �03 �1 � � � T. . SLAB i i � 8276 ' - 1 � T. O . SLAB 3 8>, STRUCTURAL I I T. O . W. = 8277' - 9 i CONCRETE SLAB W� ( I ( T. O . F. = 8269 ' - 8 i ' C� 8" EACH WAY � I I 8276 ' - OY4 12" �b CONC . PIER ON � I I I T. O . SLAB ; � 28 " b BIGFOOT � ; � , _ __ _ _ _ _ ^ � �� _ � � 1 - 10y2 sheet x 8 „ x24" CONC . � 8274' - 7 GRADE BEAM . T. O . SLAB 1 ' - 9 ' 3' - 2 " � 18 ' - 3" � , _ � Qy2 �� ^ 7' - Oy2 " g� _ p�� 7 '- 103�4 ., 19 � - 10Y4" 10 ' - 33�4» 9 ' - 5'/4 " 2 ' - 4" 22 ' - 0 " 3 ' - 11 y2 " a: 9d ' - 10" JOB # 1004 - 14 .._. _... ,. ,,.. _„.. ...._,. .... ...... , , ._.... . . .. ...... . .>. . ... __. . . . .._. ,.> .._. ..... . .... ..._. .. >. , _._ . .._ _.._ , .... ...... ..._. . _.. ....,.. .._. . ._ _ . . . _. . � � . . . . . . . . . . . . . _. __ . .. � � . ... . . . . . . . . � .. . . . . . . . � , � . . . . . . . . . . . . . . . . . � . . � . . . . � . � . . � . . . , � � ,....!... � t `� � :: ���pQ Ii����, �,� � ✓���v�°�0mmm° �,a��. �a,�`°��° ��s�� i � ��t� � � � _ m � �3 0 � 1�0 ��� � 1 ��'� .msoe�•+ ��t`' l d `y. /dNA1. E��' I � _ 07i06/ 10 � _ — — _ � ` � � \ � _ �-- � ,-- �' � � � � � W � r-- � � °' ¢ � € � � •�, �- � ❑ � � , � Q f , � � a � � � -� � C.7 ¢ o 0o a� , ,� � E— rv � a� ; Z ' � � � \ � a ° zr � I f�IORTH � .-- � � , Ui � � cvQOS � i SCA � E . 1 4- s > � 1s � � 9 : � � � '� � � � � p� � � � � � � � ~' � � � c�n �, "?-� f PLAN NOTES �' I � � � G � �� � 1 . INTERIOR V�OOD STUD � EARING WALLS ARE INDICATEd ON PLARI THUS. °= � ❑ � Q � � � I � � � � � 2 . POSTS BELC}W � ORIGINaTING FRONI TP� IS LE �1EL �R A � OVE} ARE INDICATED , : ( ( - � �, � � NON - CONTINUOUS P �iSTS F"ROM ABOVE OR CRIPPLE f' QSTS ARE INC3ICATED . ( � � � � o ' SINGLE STUD TRIMMtERS TH ,4 � DO NOT REQUiRE BLOCKING BELOV�1 ARE INDICATED : � i � x p � � a � cn c� 3 . ALL PC�STS ARE LABELED AT THE TOP . � ( � m � �, X � i I � _,_, o - r� d � 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIF�OOR , EXP . 1 , SPAN RATING 24 O. C . � °- � ��" I � � 5 . ( XXX ' - XX " } INDICATES TOP OF STEEL BEAM ELEVATION . WOOD BEAMS AT THIS LEVEL, EXCEPT � � ; HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED ( DROPPEd ) . � � � I I 6 . " Q " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. I � � i 7. ALL FLOOR JOISTS THIS LEVEL ARE 14" B �I 6000 1 . 7 � 16 " O . C . , TYPICAL, UNLESS NOTED � � OTHERWISE . I I I I ! 8 . INDICATES STONE VENEER ABOVE. � � ` O - �.�Cl11I-V L .4V6VT or .•.��. C?! I� OCC� n .�.rTCnc , JOICTC AND OTI ICR rf'! .".l.11 � lO CLCt.� CNTC ::9TI i � I � ARCHITECTURAL DRA 'JVINGS . � I I 5Y8 x 10Y2 G . L. x 12' - 0 ( I W10x22 � ( 8271 ' - 9Y4) l � � � � � � � � � � � I 12 I � � ,�°` S7 — — — — — ^�� � �o�+ 8272 ' - 6 �/ __ �+D��' � �` T. O . dECKING � �aa` ° � 1 f--- — — — — — — — ---� — ��° — — — ��° �� — ,:o � . �, - �. _ I _� _ i _ � _I --1 i +� ��� �a _ _ � _ �_ � _ i � � �o o � x � �```�,, ��,,�� tp + I , � � .. � ` , �t' � `l, I ., 2 � �- - - - - - - - - - - - �� � � � ) _ 'i� - - - - � a � �K 13 x1 LVL � �-,- _ � � . , „ � . � , , , - - - - - � � � VV 12 x 35 r�, � ��� r ,� �t � : � � � � � � � �� g � I �`� 7 I � I I I� I I I � � � $ _I M TYP � � S7 ( S7 � � � I C...-- ----- I I �+s � �� � ON T. 13/4 14 L � � � I �-q T ( I 8272 ' - 5 �/ I ( 4) #5 ' V�E T. U�LL � � L DG RWf ) " � x " � 9 � I I I I I � � �e� I � T. O . DECKING HT. OF A ' W E OX AN @G 16 � � � I MA CHI G D LS . � 0 . C . S7 � � ��� � � CO C . OUN ATI , 82 ' - 1 I S8 I � � � � TY . EA 0 NEF� F T. 0 PL WD . -;,�. J � I J J � J FIR PLA E � I I I I I I I I I I � � � c� � � � � � > > J ( _ 4x8 ' s C� 48" O. 0 4x8 LEDGER W/ 5 " � � � � � � a � X � J -' � LEDGERLOK SCREWS � � r� r� r� d- � 16 " 0 . C . I � � p� � I � .- � � � �o J� � � � T X X X •- .- X x . � � . � � I � � M r7 ^ � t7 � � /� `° � I co cn ca �% � I I I I j I � � 8 x 12 ( C A N �f. i `�' -t � o` I I r v � � � � � � ( TEP T. 0 s � � � - - - -) � LY D . � S EP T. � � o�Xom � � 11 - - - - - - - - - - - - - - - I : � S7 P YW `S � ���� � � � • � — i — — — — — i — — — +� i — �— — . � . . . � � — i � � . . . e _ . 10 � � +� �� � -- I � +~° �+`�� ' ti +°` � � +� �'� � � — + �. ( +,o - - - - - �� - - - - .�`'� �'y � `'+ 1 2 27 ' - 1 Y - - c '� � 1N 12 x 35 � 12 x 2 ( �2 ' - 93/4) aM TYP . 3 ) 2x10 g � ' - � y I I I-- — — •,=. , — — — — - . , �� . � .. . — — � L - — ' r. o PLY D � � . :. , • �. �: ;: , r , ,_ . � —'- � —�- 6 ( � . �;. ,, .. , �a . �_ , 7 . I _ . � 8 I I 8272 - 5 / 7 � 2 � 0 TYP . /' / ' ��+�0 �u ��',� �+�+ > ( } - 13/4x117/a L L S& ( � . � � S7 . . I I T. 4. DECKING � S7 ( I � f� �- �CC� � �`�� -- �- - - - - - - - - - - - - - - � �, � OV RFR ME r � � j SLE PE s a � � � ' ' �/ O � r�P . � � i �. ;i I ,� � c�,� `� � � I _I �1 ._I _I _.J _l I — _ � Q � U �3� � d � . — -�-' — � — — _ — — — — — — `` � � +b� � � _ _t � � � _� _ � _ � I ° TO PING THI KNESS ,� ry - - - ( 2 } - 131� x14 LVL ° j � W 2 x 16 82 ' - 1Y a TY I � � � � � � � � I �' � I --- � � � � � � � � -�--- — � �- x '� K x x X x X x N ' X ao � � � � ------ —f' � � � � � c"�\o � � I 5 N ( I ( I i � I � � � TYP . _ W 6_x 26 ( 8272 11Y4) I I I� ;`J N � � `� S N I i � � � I � S� � � `-' 'S+,^fO I ` \. 'S+'�`O -1-,�.}'� �-{..� +��„'1 3 M�� �v' � I � , x �+ � �, .�+ '� �`L Q ' '� S ,� + + � N � C�- � � ' 7 —I ,O I � I 13/4x11 �/a LVL, S - - �� ,Z,S Q :�. `Z` Q • '�. Q I ''�'� /'rn � `-' 1 �p �'J STE T. . � 16 " O . C . G • G • �`r �' � N �' � N c� � �� � `- cv � Sg I + � PL D . I I I ` N N � Q N , x � a 6 ( ,� O , Q TYP . K 8272 ' - 11Y +�` 4 ,y�,�� � � _ � G �o �� � x - J 3,� K ,�>�`•x' �`n�� x";� , �` � � LO • • • • T. O . PLYW i�' S7 � n�+ Q . co co t� � - � ` � - — . . . . p� + G� � t� cv � � , , — -� co- � 5 � W 12 x � 35 �; W 12 x 35 - - - � EQ TYP . ( � ��c� `� o�o o�o � �--, � � � '-' KQ ONE SIDE ONLY � _ _ :�,,� r; ; � ,^ �_-.T^� '`� � - - - - - - � - � (� - J . �� _ - _ _ _ _ _ _ _ _ � _ _ _ V �, � - - � . ..... —N � N �-F-� N . . . Of'CGVT uCLLJ JVLIC� in I I I � 14 I I ' ,,,� �I ���\6' � ' I I .._ . .._. �,. • • • • BELOW AND BEHIND G . L . ' s S7 " " � � a, FOR EPDXY ANCNORS S7 S� oNO � o`�'��o � �- S8 `� � x � 8276 ' - 93/ �`ti�` cv � T. O . DRAIN � � I I I I I 1 � �I X � � I �'\ � I � �-{ S7 � N I I � .- �- , � — — — — — — — — — — — — — — — — — - -� — x — x � — — G � Q N � � � � � ��. \ � / — — — — — — — — — — — — �/ _ � _ — � _ � — I _ �_ — � � � � � � ���\ � , designed by KRM � — — — — — - — --� — — — — �-- — H — � — —1— — — — —� — drawn by MTN � � checked by TDH — 8276 ' - 11 16 ISSU2C1 I I I I I T. �. SLAB S7 I � I I PRELIM 05 / 10 10 i PRELIM 06 /23 /10 ; , PERMIT 07 /� 6 /10 2Y2" CONC . TOPPING ON WATERPROOF MEMBRANE PER ARCH . ON 6 " - 43/4" TAPERED STRUCTURAL SLAB ON 1 . 3 " x24 GA . GALVANIZED STEEL DECKING ( VULCRAFT 1 . 3C24 OR , EQUIV. ) . REINF. STRUCTURAL SLAB + W/ #4' s C� 12 " O . C . , EA . WAY. ' _ _ sheet �� , � � . R� . . " . . . . . . . � . . . � . � . � . JOB # 1004 - 14 � l � ► � _ _ .. __ _ __ _ _ __ _ _ _ _ _ � � t sE ��....�._.. .; t;.,�,� . � ` pQ .+�i �'�'� , � �; �����ommmoo�o��,:: ;,���°�� ���,�, � � � �� � . � . ' �so � � J} � 0@ a�� g�'�' mrmsoe�`M '�`�� � '� '��aNA�. E�� I � I � ; ` 07/06/10 � � � � � Q N � � �C3 � � Q d" � U � p ao 00 z �— r �„y �`r a� ' _ Z3 F- � � p O z P'r} I'� i N f'` I� i (/� � `�y N � C3} t74 � � W r�r"�, i ?v � � h � 6'`? X � � °y cL7 � � � � � f— � CC7 4!7 �I ss+✓ ' � � J � i � � 3 �IORTN � '� � � I � SCALEa 1 �- „ � � g _ a , y a � N � � � ; PLA �i (� OTES � � ° �' � ' � � � � � 1 . INTERIOR WC�OD STUD BEARING WALLS ARE 6NDIGATED ON PLAN THUS ; � m a � � �� s 2. POSTS BELOW ORIGINATING FROM THIS LEVEL OR ABOVE ARE INDICATED : .� Ci =� � ¢ � ( } u� a: > ���'-, ' NON - CONTINUOUS POSTS FROM ABQVE OR GRIPPLE POSTS ARE INDICATED : � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED : � 3 . ALL COLUMNS ARE LABELED AT THE TQP . ; � r 4. FLOOR SHEATHING IS 3/49P TONGUE AND GROOVE APA STURDIFLOQR , EXP . 1 , SPAN RATING 24 O . C . ' 5 . ( XXX ' - XX " ) INDICATES TOP OF STEEL BEAM ELEVATION . W�OD BEAMS AT THIS LEVEL, EXCEPT HEAdERS , ; ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED ( DROPPED ) . �; 6 . " �} " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. � ? . i`iLL rLOOR JOIOTp TI II � LC 'v'CL r`�RC � 'I t �i(��� � GI 0000 1 . i @ 1 p " Q . G . � T' � '(' IGr1Lz V � JLCOJ IYOTCG vTl ICfC 'YriJC . � 8 . ROOF SHEATHING IS 12 " CUSTOM SIPS PANELS . 9 . VERIFY LAYOUT OF A�L EXPOSED RAFTERS AND FRAMING ELEMENTS WJ ARCHITECTURAL DRAWINGS . \ ° � l \ �" / � \ �°" J 11 \ � / \ ° / 2 \ �' 1 \ ° ° / I J � " / L i ' � ° 1 �, �� � � S8 S7 S ��+� S �},�1 � �-�. � { 13 �— – – – – – – – � – – – � – � – � – – –� � – – _I _ I I _ � � � °�-; � �=���`� �%� ��;'�x ��-�,. � O ; � �i ,--`` W 12 x 26 �K , � a �� � 1 F-- - — — — — — — — — , _ � w � � X2s — — — — �� ��� � � ���; �`�` �� ��;��, � � �. I � 18 S6 �s,� � i I I I I I �� y R+ � 6 � $ Sz'+R � � � I I I 63/4x12 G . L. ' s C� 48 " d . C . I I I I I �� � � � EXTERIOR HEADERS ARE : 4x8 ' s � 48 " O . C . ( I I I I I I �+�0 ( 3) - 2x10 ' s W/ ( 1 ) - 2x6 I I � CONT. 2x8 LEDGER W 5 " � � a �-1� TRIMMER AND ( 1 ) - 2x6 LEDGERLOK SCREWS C�? 16 " O . 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STUD ) ; PERMIT 07 f06 /10 I 13 4x8 RA TERS � S6 � � ; CONT. 2x8 LEDGER W/ ( 2) - 5 " ' LEDGERLOK SCREWS Ca? 12" O. C . I, � ; � , � _ ; sheet . , , � , g � JOB # 1004 - 14 - , I t _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ , ,, � X � �F; 4 , -� % �� � ��;p4 R��'��,� ; � . . . . . . . � � . . . . . . . . . . � tr � B��Opp O�'�{ . :.��ao�;� �y��.��., � . � � �,� � : � �� • � ; m � ° � m �,.��;� �,;�� } � .�o�• ���. � '���NA�. E� � 07/06/ 10 i � � � � � � � � � N •� O � � � p � I U � 6C � ppa1 NORTH z � � i " °' °' � � I � � � � � �. � � � � I � � � � /`°� i �i SCALE : 1 4 " = 1 , — � , ' � � � � � � � � PLAN NOTES z � � °—W� � o Q � �- � . � n� TE� ia� v� a � �, _ � '� � � � �-�. ; 0 D STUQ BEARING VVALLS ARE Nd ( C TED ON PLA�! THUS : 0 � � � 2 . POSTS BELdW ,4RE INdiCATED : --. z �, ' NQ�1 - COIVTINUO�lS POSTS FROM ABOVE OR CRIPF' LE POSTS ARE INDICATED : � p � � � SINGLE STl1D TRI �INIERS THAT DQ NOT REQUIRE BLQCKIRIG BEL04N ARE INDICATED : tJ � � °,�° � � � � � cc� ts� t— � 3 . ALL POSTS AF2E LABELED AT THE TQP . � �t- � �► �I � � x d er- er p 4. ROOF SHEATHfNG IS 5/$" APA RATED SHEATHING , EXP . 1 , SPAN RATlNG 40f20 . � � m � o x � �' 5 . " a " INQICATES CONNECTION TYPE - REF. Si FOR SCHEDULE . � n � � a;� � 6 . ROOF BEAMS , EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTEQ AS { dROPPEd ) . � 7. ALL ROOF RAFTERS ARE 2x12 ' s � 24" O . C . , TYPICAL, UNLESS NOTED OTHERWISE � l E 8 . � INDICATES ROOF OVERFRAME . OVERFRAME WITH RAFTERS TO MATCH SPACING OF ; RdOF BELOW, WITH 2x4 CRIPPLE POSTS TO RAFTER dR TRUSS BELOW SPACED 48" O . 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OR (n � c� a rn rn i JL4x4xY4x4' — �Yz �l j ( 2} - 31�a, � — — — — — — — — — — — — — — OS� SHEATHII� G �t- i i i i I � � � � J oix E TNRU — BOLTS TO BM . Af� d — — - — — — — — — — — — o �. 63/�x12 G. L. W12x26 � - BRG . BLOCK H5S Q °L � � � r°7 � ( �} — �/4,> �x6 " EPDXY ANCFiORS TO CMU 6x �-� �lsx0' - 6Y2 �/ E— � cg v� J �,.� � J CONT. � 3 ) - 2x10 6Y2 ,p ( �) — �/�" � TNRU — BOLTS � � � HEADER AT HEIGHT � � MC4-x13 . 5 RAFTERS OF GABLE PEAK KNfFE �. � /� f �} .� � S � �l �� . � � 48 `� � P � V 9) ( (4 4� ! t- (`"� � 9f > ff ll !I I }f ' SC1� LE : 3 4 = 1 - Q ¢ x3 x0 - 10 2 Wf S6 Z � S6 CON �. 2x12 SLQPlNG ( 3} - �/4g' � TNRU - � dLTS � � N � � � � � C4-x13 . 5 PURLINS COUNTERSU �IK � r� �' "� +n � 1N12x26 � � � � i ' � � a° � � ; 12 " CUSTON� SIPS W6x20 BENT FRANIE 10 SCALE : 3 /4 " = 1 ' - O " � m o °' °' � S � � Jox 14 SCALE ; 3 4 ,> � 1 > � 0 >, � � ; �� 5/8" ROOF SHEATHING 3Y2" RIGID INSULATION S6 SEE PLAN� PER PLAN NAIL BASE PER ARCH . , ( 3 } - 13/4x 16 LVL' s W/2 T. O . BEAM TYP . � STONE VENEER ROWS 3/4" � THRU - BOLTS EQ • � �� PER ARCH . TO RIM � 16 " O . C . ( NOT 2x BLKG . BTWN . Q . � G. L. ' s PER PLAN Y4 FITTED STIFFENER SHOWN E �" EA . SIDE OF WEB � RAFTERS � BRG . , , I TYP . IF RAFTERTAILS DON T I �� CONT. 1Yax11 �/g OSB RIM � A �IGN W RAFTERS , CONT. 2x4 W/ 5 LEdGERLOK I 3 STEEL BEAM o o ° � � ADD 2x8 BLKG . BTWN . � SCREWS C�7 12 " O. C . � ( 2 � - /4 � x14 LAGS PER PLAN ° o � � RAFTERS AND BOLT ; HSS 3x3xY4� 3/16 " BOT. & � � ( o CONT. LEDGER PER PLAN INTO 8x8 BRACE INTO ENDS OF 82gg' _ 2Y�$� I � RAFTERTAILS W/ � 2 � ° 3�4" � x12�� LAGS �. C?. F' LYWU . � � r� r rL, y2-• xoivi . vviv i n I �' BRG . R: AT 8x8 BRACE x0 � — � W� \ 2 � � 3�4yy � I I , �A TYP . � �I -r2 �x4 LavS _ TNRU - BOLTS . 1 - EA . � � � �-_- -- ( � I � HSS COL. PER PLAN P R A H . i � � � 2 s PER PLAN � 5/$>, x9Y2„ x0' - 9Y2 1 x DECKING W12x26 � - � � NO TRELLIS ��,� SIQE QF WEB . � � .� � '� �� FRAMING C� SIM . E RC ��„m�� 8287 ' - 0 I I CAP �: Y2" xBM . WIDTH � ��� ���ti T. O . STL. I I RAFTER TRI �S PER PLAN I x0 ' - 10 W/ ( 4} - 3/4" � � .� 4x8 4x4 � � � � -- - 11 �/$" I - JOISTS PER PLAN � i � I 2 ROWS 16d , ` � `� SCALE : 3 4 = 1 - 0 NAILS C� 6 " O . C . THRU - BOLTS I � � 8x8 � ( ` � >, � - - - - i - JOIST BLKG . C� 24" O . C . S6 � - - - - _ � _`----"— Y2>, �x4" LAG 1 x dECKING BRAGE i ( � W/ Y2 T P�LY D . 10R 1x � COR1T. �' NSS 4-x4xY� I = _ _ _ _ � EA . SIDE , TYP . p �R ARGN . � � I V�/16x31 C (JNT. 2x N � ILER DRIVE - PINNED � OSB SHEATNING KNIFE �: I ---- �N12x ----- - � t n 4x8' s � 48 " O . C . � � S I �0 TOP FLANGE . . . I •� • I � ' I � ij2>9 L�WT. CO ' VC • 9 TY� . `"�' � SCA � E . u..3 ! 'Y89 — A8 — � 9D 26 j ` ! Y�" X3 " � o' - 7Y2 w/ I � I I _ _� s � ( 2 ) - 3/�" � THRU - BOLTS I JL�x4xYaxOp - 8Y2 �/ 8x16 , I I ( I � 2 �7 - 117/8 - , 3 � ( 6 ) _ 3/a99 � -�NRU - BOLTS I � I I T. O . BEA �1 � 287 - 10 /$ i ( I ( HSS CQL. PEF� PLP, N ' T. O . BEAM 1 Qx1 Q POST �6 RE� AR x 24" I I BEYOND 12 18 ScALE : 3 /� " = 1 ' - 0 " DRiVEP� ENTO �j4,> � I ( I I C ) 2I— HOLES IN BM . AND � x8 ( S6 I � I ( 1 YB RETURN , TYP . 3 �� 6 „ OVERFRAMED CRIGKET ( � I ( SEE PLAN FOR SOLID BLKG . BEHIND RII� -� PER ARCH . I � I I BEAM SIZES , TYP . ' � � } m � 8x8 � � � � � � KNEEBRACE ( � I I � F�1 � �' 12" CUSTOM SIPS � < h ( 3 ) - 13/4x16 LVL' s W/ 3" ( � I I II 3 � I � ( 1 " RETURN , TYP . 3 16 II . 3 � � � 2 ROWS /a " � x10 " KNIFE �' : p1�\ � CAP �'. /a" x5Y2" x0 ' - 10 EPDXY ANCHORS C� �� �� � � I � � �� W/ ( 4) - Y2" � x5 " LAGS >r Y2 x6 x1 - 0 W/ „ I � � � � m 16 O . C . � 2 � - 3�4„ � THRU - BOLTS � � � � 3 �16 � INTO RIM AND SOLID � � I = _ _ _ _ _ _ - � - - - - - � I BLKG . BEHIND . . . >D li 1 ( I � � KNIFE �: Y4 x6 x0 - 8Y2 W/ 13/q.x11 �/8 LVL LEDGER W/ �o i� � � � � � � �� ( 3 ) - 3/4" � THRU - BOLTS I i ( 3 ) - 2x10 NDR . � � � 5/8" Dx6 " EPDXY ANCHORS � - � � � (� � � � � Q 16 " O . C . ( STAGGERED ) 3„ � � � � � L4x4xYa.xO ' - 5Y2 WELDEd �� NSS 4x4xY4 � � � � � F�4 � � � � TO STEEL BEAMS � I � � � r�� M�N ' I � I � � . � i � i i � _ _ � � � � � a � a a � � I ( ( I ( I g SCALE : 3 /4 " - 1 ' - 0 " I ( � KNIFE R AS IN SECT. 15 /S6 � � � � �6 i I � �h�- — CONT. BOND � Nl . ( � I I � � � 1N/ ( 2 } - #5 ' s CONT. STONE VENEER ( � � gA �E �. 4 f4 1 �4 �� > 6 �/4x12 G . L. PER ARCH . I � >, „ , 3Yz" RIGID INSULATION 5/a" PLYN/D . SNEATHING @ 8 - 0 , TYP . ( � I I /8 xSY� x0 - 10 W/ CONT. 2x4 RIM ( I � I � Z � - 5/g„ � x6 " EPDXY ANCH ' s NAIL � ASE PER ARCH . 2x12 RAFTERS PER PLAN 3 SCALE : 3 /4 " = 1 ' - 0 " � W12x26 � � I I S � L 2L � IN . �— STD . WIRE JOINT f� EINF. i � OONI � � RIDGE 1BOARD �` HQRIZ . C� 16 " u� 5 ' s VERT. I (J FULLY SEE SECT. 16 f S7 # o ° FOR WALL INFO � GRQUTED CELLS C� 24" „ , „ o� � � � � SCALE : 3 4 = 1 - 0 �,��. ��,��. ��, 1x DECKING S� �:����%\��� o PER ARCH . ���� � � �!��� 4x8 BARGE KNIFE �: RAFTER I � Y4" x10 " x0 ' - 10Y2 W/ � - � ( 4) - 3/4" � THRU - BOLTS ( 2 ) - 1Y4x11 /8 OSB RIM 13 SCALE : 3 /4 " = 1 ' - 0 " I ( WELD TO BM . FLANGE ) 12 " CUSTOM SIPS S6 8x12 TIMBER � 2x12 BLKG . BTWN . RAFTERS � BRG . , 12 1Y2" LTWT. CONC . , TYP . � TYP . 2 . 5 � STUD PACK PER PLAN I . 8288 ' - 05/ — — — — 8288 ' - 2Ya i ', ' cv � T. O . PLYWD . T. O . PLYWD� � 8287 ' - 103/ T. O. STL. BM . 7 SCALE : 3 4 " = 1 ' - 0 " f� � - S6 ! I � �' - \ ( � ° 3Y2" RIGID INSULATION � LVL JOISTS PER PLAN NAIL BASE PER ARCH . , 2x12 RAFTERS � I - JOISTS PER PLAN TYP . STEEL RIDGE BEAM PER � � �4 STL. BM . PER PLAN PER PL.AN W/ CONT. 2x NAILER 2x12 RAFTER 12 4x8 BARGE RAFTER f � 63/4x12 G . L. -� 2 PLAN W CONT. 2x R DRIVE- PINNEd TO 2x12 RAFTER NAILER DRIVE- PINNED TO TOP FLANGE � TOP FLANGE i W12x26 � �' � � � � -- - _ 2 SCALE : 3 4" = 1 ' - 0 " � 16 SCALE : 3 4- " = 1 ' - 0 " 12 SCALE : 3 4" = 1 ' - 0 " � � � - - S6 S6 S� � i i i i \ � � � 12 " CUSTOM SIPS � � � � � � - - _.._ _ I CONT. 2x4 RIM 3Y2' RIGID INSULATION 5/$" PLYWD . SHEATHING � � � � � - NAIL BASE PER ARCH . 2x12 RAFTERS PER PLAN I � � � � I ( 2 ) — � o " OLYLOG designed by KRM KNIFE h': 12 1Y2" LTWT. CONC . , TYP . I \ � I SCREWS , TYP . MTN Y4� X �J' 3Xo' — � oYZ„ W� 2 . 5 � I 6 � \ � � \ � �Checkedyb TDH ( 3 ) - /4 � THRU - BOLTS � I Y � 8288 ' - 05/a — — — 1 x DECKING T. O . PLYWD . � ( 2) -Y2" � x6 " LAGS � � \ \ � � issued � ( ONE EA . SIDE OF WEB ) � � � PER ARCH . � i i i i I W1dx22 DROPPED � �� 4x8 BARGE � " " PRELIM 05 /10 / 10 RIDGE BEAM � � RAFTER 3Y2" RIGID iNSU �aTioN � � PRELIM 06 /23 /10 r� = W10x12 � 2 4 NAIL BASE PER ARCH . � � 8x12 TIMBER � PERMIT 07 �(} 6 � 1 � � � ( FLOOR JOISTS NOT SHOWN ) � 5 >, i � � � � � � • OC TYP . /8 PLYWD . , TYP . L � EQ . � EQ. � � 4x8 BARGE RAFTER I �� , � ;.,.� ( 3 ) - 13/4x11 �/a LVL QA TYP . � � � - W10x22 DROPPED RIDGE BEAM i 3Yax12 G . L. _ � ( 8x12 NOTCHED TO W/ CONT. 2x NAILER R ' i, CONT. 2x8 LEDGER PER PLAN I I 5Y2" TO FIT IN DRIVE- PINNED TO TOP FLANGE ; _ � W12x26 I � I STUD WALL , W12x26 _ �' °' sheet NOTCH BOT. OF 8x12 TO FIT OVER � ' I 4x8 ' s � 48" O . C . ( STEEL BM . AND BOLT TO TOP � �� � L4x4xYax0 - 8Y2 W " .. CAP R: Y2 xBM . WIDTH � � 2x6 STUDS � 16 I ,` �--_, FLANGE W 4 - 3/4" b THRU - BOLTS ' p � x0 ' - 10 W/ ( 4) - 3/a>, � I � g � _ 3�4,> �b THRU - BOLTS W/ Y2� PLYWD . OR � ( � ii ; ii � � � ) � � THRU - BOLTS OSB SHEATHING ( 1 x DECKING - � ri � � ( PER ARCH . ( ( 2 EA . SIDE OF WEB ) � � � HSS 3x3xY4 i � I p 2x12 4x8 15 SCALE : 3 4" = 1 ' - 0 " � � SCALE : 3 4 " = 1 ' - p „ 6 SCALE : 3 /4" = 1 ' - 0 " � SCALE ; 3 /4 " = 1 ' - 0 " ' 4 S6 S6 S6 S6 r JOB # 1004 - 14 , _ _ _ _ _ _ _ _ _ _ _ . . _ _ _ _ _ _ _ � � `i � �,, ..���. �Cp,;.� Y� � . . �. . . . . . . f`. .. . . . . . . . . . . . � Y2' s�x10" A . B . ' s � 48" O . C . IN 2x6 STUDS � 16 " O. C. W/ Y2� (� BRG. �': y2„ x6Y4„ x � ' - 6 W/ . � ,�;..> ,, ,,1 CONT. TREATED 2x10 R RIPPED PLYWD . OR OSB SHEATHING ( 4) - 3/4" �ri THRU - BOLTS � ,��,C�� ����� . � " Td MATCH FDTN . WALL BEYOND DOOR OPENING �" 0 0 � ��0 oe�momo � � � � �o0 0 �}e �°o�'� � � WRAP WATERPROOF MEMBRANE -� � ) # � I UP WALL PER ARCH . SLOPES FIREPLACE PER ARCH . 4 - 5 s CONT. o o � �' �' ' °.�' ���� 1 : � s�2� 2' - 9 8272 - 11Y II --�---- �� ` .� o �� � � � � „ Y T. O . W. a a a I T. O. PLYWD . 1 . 3" x 24 GA . STEEL DECK II I) ( BE OND � L. }t� �''c►�° e .�oe+•M����`� � � � � 2Y2 CONC . TOPPING ON WATERPROOF MEMBRANE _ . a - a, ° EDTYP . �� 's'�!�'NA9. E�� � Y2" b x 4" EPDXY � PER ARCH . ON 6 - 43/4 TAPERED STRUCTURAL SLAB � d ' ON 1 . 3 " x24 GA, GALVANIZED STEEL DECKING � � � ANCH . � 48" O. C. I ( VULCRAFT 1 . 3C24 OR EQUIV. } . REINF. STRUCTURAL o�`� „ . °, �� STD . WIRE JOINT REINF. �� ! ' " °'0� � � � HORIZ. C�7 16 " 2Y2" STONE AND GROUT ON 1Y2" 07/06/10 ' ., �. . �, �, �, 4 4 �- - - - � 8277 _ � y2 SLAB W/ #4 s C� 12 O. C . , EA . WAY. 8 STRUCTURAL `o i i� rri - -I _ T. O. W. � _ CONCRETE SLAB �'��i���r��� . 13/4x11 �/$ LVL PER PLAN I CONCRETE ON WATERPROOF , �) � ° � PER PLAN ��!� a #5 s VERT. IN FULLY g2�4' - p3j$ - MEMBRANE PER ARCH . ON 3/4 T& G 8273 - 1Y II i STONE VENEER a a GROUTED CELLS C�? 24" � ° _ _ �'�"""'..'.'_ _.� �i STURDIFLOOR ON 2x4 SLEEPERS C� T. O. PLYWQ . 8272 ' - 11_ ____Y.___. .._.__� � w � 16 RIPPED TO SLOPE Ys PER FT. ,D' Q � a _ >, ,> T. d. PLYWD� > 00 PER ARCH . N � ° CONT. L6x6x3/a - - - - N Q oo co t� a a W/3/4" �b x 6 " EXP . CONT. BOND BM . � � � � ANCHORS � 16 " O . C . ° W/ ( 2} - �5' s CONT. �} � ¢ o � � ' 8276 ' - 2Y2 ° , „ ' - - - - - - - - - = - - - - �5s VERT. C� 16 O . C . � 8 ' - 0 TYP . a z v � j c.' 6i ' a' � T. 0. L. iii�\i �� w a o ��i��i��i��i��i � ° ° • ° i i i�i � 8272 ' - 5�/a � o r� � � O �i�i�i�i� � #5 DWLS x o a , >, 14" I - JOISTS PER PLAN 3 ? � „ (/) � � cNV � rn c� � �i`ii��i��i, „ � 5 s CONT. HQRIZ . C9� 16 O. C . T. O. DECKING 1 / x11 l$ LVL s C� 16 O, C . � ' ; ~'��`\i��i\ ° . a C� 1 6 0 . C . � � 2 ' - 0 � z �' ao � J i x � CONT. L PER SCFfEDULE ��i� �� f� 1 ' - 0 5 DWLS x a � ;.� �/V 1 2x 1 9 - `C �� � � J °� ; SEE SHEET S2 3 sy 13 '_ # I _ I- ° � W 1 2X 1 9 89 f � 2 4-" {v M? � S C A L� . 3 f q- IS � 1 > _ Q )e � � £ Y2 EXP . MAT L. TYP . GROUT CELLS � � 9ry� �p-°(/y'/ p� ` {��y �(g�� [ (�}}' 3 y/ /y/ �j�/ ( 2} - #5' s CONT. HOf21Z. °: � S Q L I D � E L O W S 7 f (� >, » „ TOP & BdT. >n APVd BENIND ~ ADDITIONAL SLEEPER � � ' VL. Vr` ' ! v \./ YY �L� ' La �C99hL/ 2YPVq9 � yy . d t/ 1 V !1 tJ � ° W f ( 1 } -Y� �x 4 H . A , S . C� 2 4 �. G . � � 4 C O N G . S L A B P E R P L A N , � 4 DWLS x 3 ' - 0 C� 8261 ' - 4 G. L� s F Q R �- g � L Q �N N E A R T H S T O N E � � � a� a� � # EPDXY �., �n r� ,.cy � � �� o. � . a °. a Q a d T> �}, �Lr� � �� CH �}� � ` � 3f4X � J'YZ �'i . �. � � � � ' �2 6 0 - � a 2 Y299 CONC . TO � PING ORl N/ATERPF� OOF MEi� � R ,4NE � � °C1 � � � > ,> T. d. F. ° � Q ° a ° . � � J �6x4x �/s�d ' - 8Y2 4Nj ( 3) - 314" � 2x BLKG. BTWN . PER ARCH . ON 6 - 43/4 TAPERED STR � CTURAL -1-' p Q cs� w ' #5 DWLS x � ` � #5 s VERT. � 16 O . C . a � O °, a � o `a��a�'i �i �' ( 2} - #5 ' s CONT. THRU - BOLTS TO G. L. AND STUdS FOR SLAB ON 1 . 3 " x24 GA . GALVANiZEd STEEL � °� � .-.,--. � V o � C • � p L. . . . � \ `��/ 99 89 )9 D9 � . � � Q • �i�i� DECKING ( VULCRAFT 1 . 3C24 OR EQUIV. } . REINF. 1 ' - � � a \ \ ` � 43� 1Y4 ( 4) - 3/4 � x6 EPDXY ANCHORS TO CMU ATMACHMENT +' � J � � , „ �n � > �� � �� d . ' p � �� STRUCTURAL SLAB W/ #4 s Cc� 12 O . C . , EA . WAY. #5 s CONT. HORIZ . C�? 16 Q . C . � ( 2) - #5 ' s CONT. NORIZ . PERIMETER DRAIN PER 10" 8 " 10 " � CONT. EDGE _ � BENT h': Yg x TOP & BOT. a ° Y2" EXP . MAT' L, TYP . SOLIS ENGINEER � » � � `y 5 s CONT. TRANSV. 2 - 4 '�' 10 °° � �° " ° � # � „ � 4" CONC . SLAB PER PLAN SCALE : 3 /4 = 1 - O 3 ° � S7 � A ' C� 16 O . C . � � , 14 SCALE : 3 /4 " = 1 ' - 0 " 8276 ' - 2Y _ _ i 8261 - 0 - - - - - - ° ° T. O. SLAB S7 T. O. STL. BM . N ' 8260' - 8 `v a . Q � ; o �� � 8261 ' - 10 � ' T. 0 . F. • a `�o o � � a � a a \ \ �,,�\�\�,� T. 0 . W. � � W12x19 � � m a o rr a � , a a a ����� o� ! � \ ,µ� ' � c>n� ir �ntiiniT � o �� � ' � 1i ° o a �i��i a ( T. O. PLYWD � � �'�- CAP fj' : y2,> xB � . WIDTH PERIMETER DRAIN PER � ° l 8272' - 63/�4 �. � � x0 ' - 10 Wf ( 4} -y2" � SOILS ENGINEER 1 ` - 4" 8 " 1 ' - 4" � a � T. O . DECKING 'Y � � THRU - BOLTS 3 ' - 4" `�' a I � � HSS 3x3x3/6 C . P . � ( Y2" EXP . MAT' L. TYP . � 3/4 X 18 LVL' s PER STONE VENEER I � � I I TYP . BASE �': 17 SCALE : 3 /4" = 1 ' - 0 " PER ARCH . a � � SPA UNIT BY OTHERS , PLAN ( I Y2" x BM . WIDTH x 0' - 8 Wf �7 � VERIFY DEPTN OF SLAB � 8272 - 11 �'4 C �� - 3�4 � THRU - BOLTS a � T. O. STL. BM . a � �� — — �� 8X4-d . . . . \�\�/\\\/�\\/�`\/\ . d - a - - - - - - - - - - '. //�//�//�// d � ' t� aas � ., �'�`//�\//t . . a � ° � . n � . � I STUD 1NALL BEYOND ���� ° � � � � SCALE : 3 /4 = 1 - Q ��/— GARAGE DOdR � � �„ �„ .�;�o � >, , „ ,,� ,�,,� ,,� ,,, o� o� �� �� , 2Y�" CONC , TOP !' ING ON UVATERPROOF �iEMB � �, RIE CO�1T. L PER SCHEDULE ����������i`�� S7 " 3 " �' SEE S6-IEcT 52 �j��� � �! � � �1C SLAB �lj �4 ' s - _ 2Yz" CONC . TOPPING ON 1�/ATERPROOF NIEMBRAt� E PER ARCH . ON 6 - � /a. TAPERED STRUGTURAL JLAB d � ��\ � Q 12 EA . WAY, SLOPE ( 2 } - 314" � TNRU - B (7LTS ON 1 . �3 x24 GA . GALVANIZED STEEL QECKING TO F. D . PER ARCN . �' � � d• C . » � >, �i� ( VU�LCRAFT 1 . 3C24 OR EQUIV. } , REIfVF. STRUCTURAL ° PER ARGH . QN 6 - 4- /4 TAPERED STRUCTURAL SLAB W/ #4 ' s C� 12 " O . C . , EA . WAY. #5 ' s VERT. G� 16 " O. C . SLAB QN 1 . 3 " x24 GA . GALVANIZED STEEL DECKING WELD �: 3� 6" x2Yz" x0 ' - - � -' DECKING ( VULCRAFT 1 . 3C24 OR EQUIV. } . REINF. " " " 9 SCALE : 3 4 " = 1 ' - 0 " W/ ( 1 ) -Y2 � x4 H . A . S . � 24 O . C . � � 4x4xYax0 ' - 4 W/ ( 2 ) - %2" 0x3 " EXP . , „ ° ° � STF2UCTURAL SLAB W/ #4' s C� 12 " O . C . , EA . WAY. � � ANCN . TQ CONC . , WELD TO BM . WEI3 #5 s CONT. HORIZ . � 16 O . C . # � S7 � � SLOPE SLAB AND 5 DWLS x � „ „ ' TOPPING 1 " AT DOORWAY r- a � C� 48 O . C . N 1 /8 4 2x BLKG . BTWN . STUDS FOR �� -y � S �OPE _ 6 " NO COL. ABOVE AT SIM . 10x10 COL. MEMBRANE ATTACHMEi� T �� �9 ° o . � M�8 �, a ° � a ° " � ° � a a a aa a ( 2 ) - #5 ' S CON �I. HORIZ . � 6 � � p� � � ° TOP 8c BOT. „ >, a � � � a 8276 - 2Y �• � , ° 8276 -�2Y � a 2�'2 STONE AND GROUT ON 1 }�2 � a a a a 4 ° b��r , oii T. O . BM . "Y CONCRETE ON WATERPROOF r � - _ _ � CONT. EDGE L: Ys" x � 6 '° ' � � AND T. O . W. 8253 ' - 10 MEMBRANE PER ARCH . ON 3/4" T& G � T. O . STL. BM . i „ 3 „ o .o. t� � ��� ��, ��:��. ��, < ,� ��,� �� O\,. I � I i W PP�NG SCREWS2 � � 8 STRUCTURAL . � r r, T. U . F. ° 9° ° a d STURDIFLOOR ON 2x4 SLEEPERS � I �� � M� !��%�� o� � . O 1 6 R I P P E D T O S L O P E Y 8 P E R F T. i E A . S T U D � �/ CONCRETE SLAB PER ��i ; , Q PLAN ° � ON 2x6 T&G DECKING _ _ � �y J .1 � e., � „ �„ 8275 ' - 1 W12x19 � � 8272 ' - 5�/8 ,�„ � 6 4 PERIMETER DRAIN � W12x19 T. O . L. PER SOILS ENGINEER 4" 8 " 4" I ' � � T. O . DECKING �� caP R: Y2" xBM . WIDTH � � � 2 _ � � � � „ I � `� x0 ' - 10 W/ ( 4) - 3/4" � � � � � MIN 1 SHIM & > >� THRU - BOLTS � � #4 a ��� � � NQN - SHRINK GROUT � - 4 = = I I = = i C� 24" 0 . C . �- d 13 SCALE : 3 4 " = 1 ' - Opy I I NSS 3x3x3/ 6 C . P . I 5 ,°> 5�, S7 � 8273 ' -...�1Y�2 �.,�. � � #5 ' s VERT. C� 16 " O . C . � 8272 ' - 11Y4 T. O . PLYWD . `Y � FIREPLACE PER ARCHITECI" I T. O . STL. BM . ' I L4-x4xYa. W/ �js„ � x 4" EPDXY I „ • O TYP . � ° ANCHORS C� 16 " O. C . ( �e�. 63/�x13Yz G . L . ' s BASE �: Y2 xB`M . g WIDTH � � Sf . � � � Vmv s� � ' � � � a� j �t/ °'}' / al/A9H � i ! �`� � 2 � STD . lNfRE JOINT REINF. H �S � � ,�y4 f I �— VV12x35 THRU - BOLTS �5 DVVLS x I , a a ( HORIZ C� 16 L�J 14" I - JOISTS C� � O . C . I� FIREPLACE SLA � AS IN ( Y4'> WE� STFNR . EA . SIDE 2 - � a � #5 ' s CONT. HORIZ . � 16 " O . C . SEGTION 10 /S7 � �5 s VERT. IN FULLY W� � x2 � PER PL,4N � GROUTED CELLS C� 24 W12x16 2 � o SEE SECT. 1 /S7 FOR CAP ( 2) - #5 ' s CONT. HORIZ #5 DWLS x �- ( I� AND KNIFE � INFO. 10x10 COL. TOP & BOT. ° . Y2" EXP . MAT' L, TYP . Ca? 24" - � � �- - - - - - - 3 SCALE : 3 /4 " = 1 ' - 0 " � S7 � #5s CONT. TRANSV. � a 4" CONC . SLAB PER PLAN 8273 ' - 1Y2 � ° 12 " CUSTOM SIPS � Q 16 " O . C . � a ' - - - - - � 8261 ' - 0 T. O . PLYWD . . 13/4x14 LVL LEDGER W/ 826Q' - 8 "� � � ° , ° T. O . SLAB � ( 2 ) - 3/6" � x4" TAPCON 8 SCALE : 3 /4 " = 1 ' - 0 " KNIFE F�: 12 o � � TYP . SCREWS � 16 " O . C . S7 ,> „ , » 2 . 5 � T. O . F. . � Ya. x3 x0 - 10Y2 W/ o � ° a ° '%�/ �/ �, � � a aa a a a :�o� \� �� � 3 � _ 3�4» �b THRU - BOLTS Q \ \ \ I - JOIST BLKG . PANELS � a a. � � i�%� �� 5 - 5 s CONT. LONGIT. - » �� � 16 " O . C . TYP . a o , � , � ) # 2Y2 STONE AND GROUT ON 1Y2 � ° \���� I - JOISTS AND LEDGER CONCRETE ON WATERPROOF I I PERIMETER DRAIN PER , „ „ , „ � PER PLAN MEMBRANE PER ARCH . ON 3/4" T& G I � -� STURDIFLOOR ON 2x4 SLEEPERS � SOILS ENGINEER 1 - 8 10 1 - 6 � �27 � ' _ 9Y 2 _ 8 16 " RIPPED TO SLOPE Ys" PER FT. � ( g2� 3 ' - � y� i� T. O. BM . T. O . PLYWD . r -i �nr. i -r O (�� IR o ► � � - v W10x22 W/ Y2>, � x4" a . � � W/ ( 2 ) - #5 � s CONT. ��l � ° � CONT. 1 x11 � �� � � � ' i� 16 SCALE : 3 4 " = 1 ' - 0 " H . A . S . WELDED TO TOP � 8 0 , TYP . 8272 ' - 5�/s � Y4 /s OSB RIM � � � � 7 FLANGE C� 16 " O. C . T. C3. DECKBNG `� � I 2x6 T&G DECKING � 63/�x12 G. L. ' s ` � � �> � _> _ - i I 14" I - JOISTS PER PLAN PER PLAN , ' � � HSS 4x4x1 /4 SCALE : 3 4 = 1 - d 3 } [ S � 6 /4x13Y2 G. L CONT. 2x4 W/ #10x3 SCREWS W12X26 � � 2x6 STUDS C� 16 " O. C . W/ � C�? 12 " O . C . TO CONT. OSB RIM � � Y2" PLYWD . OR OSB � 827� - 1Y2 � "� SHEATHING HSS 4x4xY4 2 SCALE : 3 4 " = 1 ' - O " T. o . �. � � � � 1 1 � ' �.� � Y2" EXP . MAT' L TYP . S7 � » TYP . CAP � AND BASE �(': >, ,> 4x4 s PER PLAN y � x4 LAG \����i��`i���i���i� � — Y2�> � x 10 " A . B . ' s C� 48" 0. C . � } ' \/\/\/�/ a I I I Y2" x BM . WIDTH x 0' - 8 W/ > 2 KRM I %�;��\�/// a I ( � IN CONT. TREATED 2x6 R ( 4 CONC . SLAB PER PLAN W12x35 „ 4x8 s PER PLAN EA . SIDE, TYP . designed by , - - 3 /16 " 1y2 » g „ 1Y2 '> 8261 ' - 0 8261 ' - 0 ( � I I I ( 2 ) - 3/4 � THRU - BOLTS #5 ' s VERT. C� 16 " O . C . � � T. O . W. � T. O . SLAB SEE SECT. 1 /S7 L�J I I drawn by M TN ; TD H a 8260 ' - 8 a o ;� � FOR CAP R AND I I I Hss 4X4XY4 checked by � ., ° „ '- T. O . L. KNIFE �' INFO . I I I � U/ �l/"�/��� 10x10 COL. 4 4Q „ „ � iiiii i� � �� � � � ���r�r�%i ° _ \r�\�r�\r��r� � � » I S S U 2 d I Q . Q h?: y4 x12 x1 j 0 w / ,������\������ \ a \r�\�r� Ya FITTED STIFFENER � � 5 � �\\� \,, 7 EA . SIDE OF WEB PRELIM 05f 10 /10 4 - /8 �x 5 EXP . ANCH . ii �i . � .� „ , „ STONE VENEER ��% a SCALE : 3 /4 = 1 - 0 � 8 " O. C . �- PER ARCH . 2 � 2 S� 3 /16 " goT. PRELIM 06 �23 � 1 d �5 DWLS x ° 5� " 2y " TOP & : � ( 1 ) - #5 CONT. HORIZ (� MID - HT. � - 8 �' #5 s CONT. HORIZ . � 16 O . C . CONT. L PER SCHEDULE - PERMIT 07 f� 6 10 � �� SEE SNEET S2 � : OVERFRAME W/ SLEEPERS � ( 2) - #5' s CONT. HORIZ a 4" 4" = OR ADJUST CONC. TOPPING PACK WEB SOLID BEHIND LEDGER W12x26 - i� HSS 3x3xYa. �� Y2" EXP . MAT' L, TYP . 5 " CONC . PATIO SLAB � # J THICKNESS AS SHOWN ' I TOP & BOT. 0 5 DWLS x � � OCCURS C� SIM . @ 48 " O. C . � 8273 ' - 1Y2 #5 ' s CONT. TRANSV. � � 4" CONG SLAB PER PLAN 6 �� - - - — ° � 16 ,� O. C. v d 8272'- 11Y4 T. O . PLYWD . � BRG. �[': a . 8261 ' - 0 ( 2 ) - #5 ' s CONT. T. O . PLYWD . 8272' - 93/4 `- 5�s>, x9Y2„ xa� - 9Y2 8260' - 8 `V ° ° ° ° T. O. SLAB ,h 8257 ' - 0 � . HORIZ . TOP & BOT. KNIFE �: o � a T. O . STL. BM . _ » ,> > a � e ' M TYP . o T. O . F. E TYP . a . �x ( a , � � x3 x0 - 7 W Y Y T. 0 . F. 4 • - � 2 ' , _ � � � a . . .. � . a a � a � a A.o .. �. o � 1 ^ ' a \//\// ''/\\'/\\' � � . d 3 10x10 P OST Sh 22t � � e ( 2) - /4° 4 THRU - BOLTS ! - � aa a ° ° �r��i�� ' ( 5) - #5' s CONT. LONGIT. m a a a _ a o . . a ``i��i 13/4x11 �/s LVL' s C� 16 » 13/4x14 LVL' s � 16 ° d PERIMETER DRAIN 4" 8 ° 4" ' " PER SOILS ENGINEER ° PERIMETER DRAIN PER � � - 4�� g �� � - 5y2 � CONT. 13/4x11 �/8 LVL LEDGER W12x26 SOILS ENGINEER 3' - 5y2 " c.� 1 ' - 4" W/ ( 2) - 3/4" 4 THRU - BOLTS �, O 16 " O . C . 15 SCALE : 3 4" = 1 ' - 0 " 11 SCALE : 3 4 " = 1 ' - 0 " 6 SCALE : 3 /4 " = 1 ' - 0 " � SCALE : 3 4 " = 1 ' - 0 " ' _ S7 S7 S7 S7 �t JOB # 1 � 04 - 14 ��, t � _ _ _ _ _ __ _ _ _ _ _ . . � � � ..���o i���'��, , . . � . . . . . . . . � 'F��p�g4�t�_ mob 4'���� . . 1C�° , �°�'� ��� 4' - 7 �/a» 4, _ � 5/8„ 9 >, ' m � � ° � � t�� �so 'QV�� *•asoe+' `�. '� 'g'�aNAI. E�C� MC4x13 . 5 PURLINS 08/06/ 10 � � � \ AND RAFTERS ( FLAT} � � � WELDED TO FRAME � � � � � � AND TO EACH OTHER 12 '' � i � � � � ; � � ,� ' � \ � � t�'7 � I � �. � � \ •tA ¢ � i � � � O �- ``' � � � � � � � \ F� UNDATION WALL HAS �j � Q a � � ,,, .-- � ` 5Y2" LEDGE AT SIM . #5 ' s VERT. IN FULLY STD . WIRE JQINT REINF. � � � _- c� 07 � ,. � � � GRQUTED CELLS C� 24�" HORIZ . @ 16 " O . G . � o a � � r� � -- � � BASE �'. sj8„ x DIM . SNOWN � � N p � � / ' � \ Wf ( 2 } - �/$,> � x6 " EPDXY F- � � ,�,.�,, ANCH . ' s QN 1 " �iIN . SHIM z � � � �-�- � � �c NON - SNRINK GROUT � � � � c.�n � �u VV6x20 � ENT FRAME � � 8265' - 3 � � � - T. O. W. � '� � °� �SDVVLSx3' - OC� Z � , d - 24" Q. C. I �! FU LLY � � � s�, r° �� : � � GROUTED CELLS , � � � � � � f�BB � �- � �US ( 4} - �5 DVVLS � �- � I I `� AT GOR �IERS OF � 07 0� g1�2 " 2�/2„ ° ° FIREPLACES U m O � � ^ L � Op� X 8 � O.. ? � u 9> +,t o — i � Q 1�' m' V/ . 24-�� / / /��%� a .. \�/�\� \ \ \ �\�/�\ ' . � a.. . ��!��i �i��i��� ��i�ii�ii�ii� i�ii��i��i��i� #4 DWLS x » ��i,��������� ��������������� � �������� 8" STRUCTURAL CONCRETE � 24 7 » , „ � „ \��\:�\�� ;�ii�i��%�i���:�%�`�`i�`i�` SLAB PER PLAN C� 12" O . C . SCALE : 3 4 = 1 - 0 ���� d , �..i�� a S8 #5 s VERT. � 16 O. C . 8277 ' - 1Y2 VARIES I�-y2» x6 „ x �� - 6Y2 T. Q. W. � � ` � � d ' ° ° T. O. SLAB BRG. R: y2„ x6 „ x0> _ 10 „ a . . �\/��\/�\j�`� #5 � s CONT. HORIZ . � 16 " O . C. � • e . �— nVFRFRAMFI� CRICK �T HSS4x4xY4 � � �P Xv� aNr. NnR 6 '3 ` ��%��%��\/ ,u� ' „ � � c " cn �e� nv � � _ � � ° � n .� �>°% �i 'oi EA• WAY / /N BASE �; 5 /g» x10" x0 ' - 5Y2 � ( 3 ) - 1 %4x16 I_VL' s W/ PER ARCH . 5 � � g 5 I 2 ROWS 3ja.,, � x10" � COL. PER PLAN a a ������ ��o�' EPDXY ANCHORS C� _� . _ SOLID BLKG . SLOPE � � WI ( 2) /a" �x6 " EPDXY I � a a ,���������� >� 4 � ANCH . s ON 1 MIN . SHIM � I ;����� 16 O . G — � 82 �2, _ 7 ° ' " 8272 ' - 8Y4 & NON - SHRINK GROUT � I #5 DWLS x � ��� CdNT. L6x6x3/� W/ a � I T. O . SLAB ° a ° "a 9 . . a . T. O . SLAB @ 48" O . C . � 3 ,� „ ( 3 ) - 1 /�x11 /s LVL _ . . ° ' d � � N /4 b x 4 EXP . „ �- 8272' - 0 < < ' ° 8272y - 0 „ ANCHORS C� 12" O . C. 12 CUSTOM SIPS T. O . PIER �c � � �°��&`�� �a��°�°� .�;�� � �'--�`. 6 d a d a T. O . W. °���Q . ° Q ep� � I � T. O. PIER I ' . : ' I : . '1 �%�%%%,!%� i\�j�\�j\�j��� ' I o u� ul ( 2) - #5 ' s CQNT. HORIZ . 0 2 - 0 j�//�� Q /�\//t�y/��j��� ij��//��// / , � a � I TOP 8c B OT. a 7 4 D tNLS x ! / / /. \i\/\/ o ���� �� �� 5 D WLS x # > „ / a ��j��,�� , /i / // , mf° -- � # „ ;,� d a 5 s C� 10 O. C . EA . WAY CONT. 1 /4x11 /8 LVL Wf # � \ �`� �\ / �� , I C� 16 > � /� ( 2 ) - 5 " LEDGERLOK Cs 24" "� ���/j��, , ( 2 } - #5 DWLS x � I � � 2 - 0 � a / ,9 ��� 6 ,> � cv 8257 - 0 � . Q . � SGREVVS C� � � . C . a= a. I � _ ( 1 } - �5 CO�1T. ' 8269 ' - � q T. O . F. ° d e 4 . ° ° . ° T. O. FTG . _ cv o d � a . . #� d �L � X —� a . t� � d ° ° a . ' O � Q Q � � d ' � d d ' a � � °'{-CJ �� �-- � � a ' ' , �. .° A ^ ' . ' ' a O � �J " ° . . . . . . � � n ^ p � d �_ F . . . . . �� � � >: a n . ' , _ ' " W � � } — �� ' S 1.� 01V �. � 1i� sr � . d ' � p , . 4 � � . � 6 d ^ ' � . . . . � � � � � ` � �+t � � ��� � � ��• � y � � � A Pf F PB pPf q (� p9 -g � � ` � P 9P !0 q P (� i> 99 g44 ryH (� fP � a . � . � . � d �1 `1' � °' � C3 I lJ � ,J � � �'� a�' � O�1T. TYF' 2 - Q � f ° ;712 CJ L � lJ �1 T. O. FTG . d �, ;� � CONT. 1314x11 �/s LVL Wf ° `d ; g ( 3 ) - �5 DWLS x r � 1 d " � � � � / � � ���)e � /\ vHm EPDXY ANCHg :3 � � ' � �e � e— � t _ �)b � . sJVf'1 � � . � ``f� >8 — � P — � 98 7g � � �{� �� ' J . t.� _ ` G . L. PER PLAN a � 0d a � � 24" O . C . INTO GROUTEd CELLS Sg � - GL. PER PLAN 10" 8 " 4" 6 " KNIFE �: � Y4 >, Y4�� x3 " x0 ' - 9 W/ 3 . � JL5x5x5 x0 ' - 8 W JL5x5x5/6x0 ' - 8Y2 W/ 2 ' - 4" 10x10 POST ( 2 ) - 3/4" b THRU - BOLTS �� �6 y2 SCALE : 3 /4 " = 1 ' - 0 " � _ 3 » � � 3 � - 3�4 � THRU - BOLTS W ( 3) /4 � THRU - BOL , S IN S8 � � �� G. L. & 2 - 3/ " � x6 " EXP . GL. & ( 2 ) - 3/4" �Dx6 " EXP . BASE �': ��--4 � ANCH . ' s( IN GROUTED CELLS 9 / ,> , >, � � 4 ANCH . ' s IN GROUTED CELLS 5/g" x8 " x0 ' - 8 W BRG . �- 5/8" x9 " x9 " �' SCALE : 1 2 = 1 - 0 ( 4) - 5/S" � x 6 " � � � #5 ' s VERT. IN FULLY Sg EPDXY ANCH . ' s � BOND BM . REINF. W/ GROUTED CELLS � 24" � 8 " STRUCTURAL -- � � ( 2 ) - #5 ' s HORIZ. � � � PL�AN WTE5SDWLS xR 2 ' - 0 � BASE �: 5/8" x10 " x0' - 10 ( I COL. PER PLAN � � � STD . WIRE JOINT REINF. � o o r „ �# � W/ ( 4} -Y2" � x10 ° A . B . ' s ( Y2" EXP . �IAT' L, TYP . � " �+ n- i� I � I C� 24 O . C . TQ GRADE N ON 1 " MIN . SHIM & i i �� � �,, HORIZ . C� 16 `� � „ = BEAM � �4 � I I NON - SHRINK GROUT � �g, TYP . � . . - �-� h�� .. . � � I � I � a � � � � ° � . a . � a . � . d d � � . � ' a ' � . Q d d � � I I -���- � �' �° `�$ � � � � �'`HO�tt ^ � o� ' b ' "�b �;a = a • � rr h� a a o a ���i��ii���i���%:. i . . I : � \� �� \� \�� 12 SCALE : 3 4 " = 1 ' - p ,s d � 0 � a .� a � . . . a � ���,���\\�O`� ' � ( II ��i�\�i�/ / o ii Sg d. a a . m a .. HSS 3x3xYa � ������ � t� �!�� I � � ( 3 � - 13/4x7Y4 LVL' s W/ I � � „ � �� riri � � � � � �� � � � �� � 3/4 � THRU - BOLTS TO RIM � ! ��� •i�i� � � — 4 5 ' VERT. � � � 18 " SIPS SCREWS 14" S ( PS SCREWS 4 �AYERS 3 " FOAM 5/8" PLYWD . QR OSB , STONE VENEER „ ( 2 } - #5 DWLS x 5 ' - 0 `� ��i�i� I I ��0�����°�' � � - # � " " PER A. RCN . C� 16 Q . C . ���� ��i i i t� 12 O . C . Cs� 24 O . C . APA RATED 40f20 AT TOP AND � OT. I � ''����, �ii� ` 1 � o SEE SCNED . FOR REINF. EQ . EQ. I OF GRADE BM . � � ;.� °> CONT. 1Y�x14 OSB RIM EXTENQED THRU `� SCHED . UVIDTH ^ CONT. 2x4- W/ 5 LEDGERLOK I PIER � � SCREWS C� 12 " O . C . � � � INT43f8 81BRACE � "j CONT. LEDGER PER PLAN �- 8273 - 1Yz 12 " C� CONC . PIER 2 SC � LE : 3 4 " = 1 ' - 0 " ( 2 ) - 3/4" � x12 " LAGS T. O . PLYWD . � p " x24yP CONC . GRADE � S8 I BM . W/ ( 2) - #5 ' s CONT. ( 4) - #5 DWLS x � �`�,.4 � 1,� GONT. 1 x6 2x6 T& G DECKING ���� TOP AND BOT. AND #5' s I I I I N �� � VERT. � 12 " O. C . 6 �> CONC . POUR FOR WALL ' UPPORT � � 6 � N0� � C� 6NA0 C . G . L. PER PLAN \�` `��� �� 8271 ' - 9Y „ , � � � � � T. o. w. � _ J L _ � : � � 11 SCALE : 3 /4" = 1 ' - 0 " � 8x8 � , 14" I - JOISTS PER PLAN � L S8 CUSTOM SIPS PANEL CONSTRUCTION 1x DECKING BRACE I `' ° � SEE SCHED . FOR REINF. 2Y2" CONC . TOPPING ON WATERPROOF ' PER ARCH . I a � EQ. EQ . MEMBRANE PER ARCH . ON 6 " - 43/4" ` . TAPERED STRUCTURAL SLAB ON 4x8' s � 48" O. C . i '� 1 . 3 " x24 GA . GALVANIZED STEEL 8277 ' - 9 ( 2) - 2x6 STUDS DECKING ( WLCRAFT 1 . 3C24 OR = � � T. O. W. SEE SCHED . �` . a 3 ,> EA . SIDE CONT. 2x4 W 5" LEDGERLOK � EQUIV. ) . REINF. STRUCTURAL SLAB W/ = ° � 2) - �4 � � � 8x12 TIMBE � ° , » � ° ;, � THRU - BOLTS - - SCREWS C+ 12 O. C. � #4 s � 12 O . C. , EA . WAY. c•i � ' 5 _ _ i � / „ ( 5 SCRLE : 3 /4 " = 1 ' - p " p p a . 12 #6 REBAR x 24 � o � b --. � 3 � Z � - 3�4„ � x12 " LAGS DRIVEN INTO 3j4" s� � a S8 a � Q � � AT 8x8 BRACE HOLES IN G . L. ANQ 8x8 � — — W — — — — — e � ! — — —•— — SIMPSON A35 � 2 - � EA . SIDE � KNEEBRACE 3" � �� #4 DWLS x � 4° CONC . SLAB PER PLAN o a �i�r , � ,� ( C� 24" Q. G . N � � , � J � � j 'i KNIFE �: � � a ,> �, > � BACK R. Y2 x6 x0 - 9 W/ g2� � ' - 0 MC12x10 . 6 w / 5/a� � x 5 " 8x � Y2„ X6 ,> X1 ' - 2 W� oa � 2 � - 5/s" �x6 " EXP . ANCH . ' s d BRACE � � Z � - 3�4� �5 THRU - BOLTS � T. O. SLAB ° EXP . ANCH . Ca� 24" O. C . � . � . . a � . R . G• � . . d �. . � . . ' . � � . � . � ' rQ i� I � � _ � 8260 ' - 4 a A ,i , ,i � � 8288 — 2y ;.,� ''�:��i��i��i��i�D Q ° �i��%�, � � 826 — 9 PER ARCH . ,,�,�,�,�, a � � _ T. O. PLYWD . 1 x DECKING � � T. O. W. o o�°� � � ���' I �� �� i�����i . r�r� ( 1 ) #4 CONT. HORIZ . , >, 3„ � � � �/4 s " � J�4 �"� '�%%� %`� o a a . a 0. SLAB designed by KRM 4X8 s � 4s o. c. M�N � I I ° ° �°``° ° � drawn by MTN � g�2 „ � . ,,, , j,,, ,,;,, TDH � ° � 4�= 4�� �!��!� ���%� 4" CONG SLA PE N checked b 8x12 TIMBER 3 /16 " � � Q. 4, 4„ , � \/i\/`� y 11 �/8" I - JOISTS PER P �AN i EXTERIOR PATIO SLAB ( 1 � - #5 CONT. HORIZ . � MID - HT. �5 DWLS xI � �� Y2 EXP . , ATL. T � issued �6 REBAR x 24" a . OCCURS AT SIM . W/ � 48" O. C . ( ;� d I L SUPPORT AS IN � I - JOIST BLKG . � 24" O . C. DRIVEN INTO 3/4" � ° � 6" ° #5' S s " a . c: PRELIM 05 �10 10 HOLES IN G . L. AND 8x8 � � SECTION 14/S7 = CONT. 1Y4x11 �/s OSB RIM � � . a #5 DWLS x � a � ( 2 ) — #5 ' S coNT. HoRiz . PRELIM 06 /23 /10 STONE VENEER � 4 ° C�? 48 O. C. � ToP & BoT. PERMIT � 7 06 �10 5Ya.x5Y4 PSL $X$ PER ARCH . i � Y2" EXP . MAT' L. TYP . a .� #5' s CONT. � I 16 " O. C . CD 08103 �1 Q a KNEEBRACE � ( 2) - #5' s CONT. 4" CONC. SLAB PER PLAN I a , . . 8257 ' - 0 o HORIZ . TOP & BOT. � a Ia . . T. O . F. ° g ° 0 8261 - 0 � � a. T. O. SLAB aa a Q � o � � a . a . ' 8260' - 8 � ° ° T. 0. F. � �`��`%����`i � ° „ ,. PERIMETER DRAIN ��'��i���`� ° . ,, ,, ,, �,�, ( 2 ) - 3/4 �bx12 LAGS _ 4 8 4 �r�i �\` � - PER SOILS ENGINEER � !��% eet � � � , , 4 8 4 � �/IDm � ` � \/������/��%��/ o Q � ' _ 4» » rr rr //\%�/ \�%\/ -� ' - 4" y# 10 SCALE : 3 /4" = 1 ' - 0 " 8 SCALE : 3 /4" = 1 ' - 0 " 4 SCALE : 3 /4" = 1 ' - 0 " � SCALE : 3 /4" = 1 ' - 0 " S8 S8 S8 S8 JOB # 10 � 4 - 1 _ _ _ _ _ _ _ f _ _ _ _ _ � �- N � � � � � � � ^ c� o ; � � � � $ � � � I C� �l � � �1 � l � l �i� � � l� � � l�J � � � � � � � � I � f �l � � � � � 1� � � � � � � � � 1� � � � �il� � � ,��1 � � � �� � I � � f �i� � � � � �- � � � # � � . �-�, SINGLE LINE DESCRIPTION dOUBLE LINE -�-- OR -�- Cx�4TE YALVE CO C,�,i�SON MOidOXfl�� S�N&G3R Ai=F ABOY� � iNlv4��t7 �L��� � WINT�� DESICsN t�M}��R4tU�a: (NDOOR: �0 F DE3 � � � � � OI.iTDUOR: -2� � D� -I,/1- �1-{ECK YALY� C2 �A ON DIOXII7E 5�N5 AU't0 ALIT A�°IG g� � �J � � g�• �L�OW 1��dA�1 � ----�-- � aLL VAL � �IUP� B� ISt�4t .�BV A�O ` � � � � vt1MM�R D�SIC�sPi TEPr9P�t�4TU�a: IND��2: '15 F DB � � � ' 68 � 1�� IMAST�i�) 9 ' �1� OUJ UP � �LiT'tE�L1' V.4L.� �.;/� DEWUMIDIST�47 �LUJ B�LOUI � � • • � T � : �� � � l. 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UNDER SLAB - - - - - d �: 4 , a .: ° � '� � ' . STRUCTURA CONCRETE SLAB DOWELED . DBSCfI tlOft Revision C3ate - ' .- - • :, .-• , _ ' �. • .. " � ' . -• . ' . . . . • e . . . " dr �. . ". .° - , - ' " a _ � � e• . . , d ' a _ ' " d � ' e ` . . a= ' C,) � INTO FOUN A710N WALL � ; . - --- .. - . , �.��...�, , _ , . , _ • � ; ' ; _ ,RE: STRUCT. , d a 4 � • � - - - -RE: STRUCTURAL DRAVVINGS-,-=�-r-�� a � RE: STRUCTURAL DRAWINGS 0 5/8" DRYWAL� FURRED DOWN TO _ . . , - � , c , . - •„ . ,. , . : , , c . • - • ,- - -' • , :• , - ^ • - • .. .. .. . . . .... . . • � . - - - - > - - - - � - ALIGN WITH STONE FLOOR a " ' • °> , ' = - ' .<. ' _ ' • � - - - - < " ' " ' - - � - q ASSEMBLY 5/8" DRYWALL � : � � a_ . � �A - "� ° ' ` n a " � _ _ _ . 4 _ , a ._ ` _ _ _ I . INTERIOR INTERIdR INTERIOR , � - ' � a , , : , n ' °_ _ � - , ", , - - - - - ,` a ° • a '; _ � _ ° , �,~/j , •� ` e " '� ' A _ , ° tl _ • . 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FDOTI �IC7 - i i i i i i - i i i i i i - i i i -i i i - � , � . < .. � �., -, ' . ° ., . - . � '-'< : ° � ." _d . � .- RE : STf2UCTl1RAL DRAWING� AD�E�9 N�TE FC)R ST'fJ�l � � _ ` � ' a 'n ' a d. : A " � ' - ' i i i VENEEF� ATTACHf�EhIT Fo�t6n � �arira VV!/�II � �- . _ " ° , - � �a . ` - . - - d: � .. . '° - - . � < _ a a -0 . - � : � 7 q 9 � � , a =. . � Q . - - . ; , ; ,°$ _ . � , , °' - �- - ° � _ . . . . . . . � ! ��IP � � @��@A - ,y.�d 'a' ` �- p ' ° • p , .° a ; a tQ � �,�a _ . e ^. � - G . . . . . ., , . ._ . _ . P,.,_ _:..,.. .. � .: , d - I . .. . ' ' 6 -. " - . . .. . . . , : _.,-; p t � pp �ep, ' T � . . . - _ R� Y ���� �VI �V � E �a � ���� ) R ��� . ! . . . - � . ,, d' . - � , a � t , <. " -_ _ (��,5/20/ � 1 < � � , '- ° '` A ' ,a ; � ° . " ' tn ._ _ : ' d ; " � ", ' a " ..a e ) " °" � e p ' , , V .. . . " . ; ' CY . . S' .. . � . . . . � . . . . . � . - � '� a d a , e a . . ' �. " a rt , a` . 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EXTERIOR o RE: SPECWN IN CELLULOSE INSULATION EXTERIOR ( �_ _ ' � INTERIOR ' L W E ' p PROVIDE DRMB-625-REVEAL WITH I ANODIZED FINISH � , 2 � ANODIZED FINISN FINISHED FLOOR � ' 1 1/2" INSULATION PANEL. R-9 STONEVENEERATTACHED , � PER IRC R7037 ! _ � `' RE. PLANS . � RE: ELEVATIONS ,. '' � FINISHED FLOOR I ' � 1X4 VERTICALLY SCREWED @ 16" O.C. GRID � RE: PU�.NS . . .... . ,. _. T.O . PLYWOOD ' ' " " �' " """' ` "' i WITH (2) 4" PUiTED SCREWS PER STUD R�0 PFCWN IN CELLULOSE INSULATION S�onne �RADE @ 1�0°o CWAc ` T.O. PLYWOOD ' ' � RG: STRUCT. � LINE �-��' w�--�'� ��`�r� ' E��irf��R -\ _ � _ ,_ .. . .. : ,. : . ... .-- : _ ,... ! RE : FLOOR PLANS - ! � 6 � s,a° �r,s��a � �oN �ANt� K-�.5 � � RE: FLQQR PLANS ; , -" , � . � ; INTERIOR EXTERIOR � SEE 12lA6.1 FOR WALL ASSEMBLY IPlFORMATION � I � � ; VAPORSHIELQ W/ DRAINAGE MAT COVERED WITH � � � 4" CONC. SLAB ON GRADE W ITH IN INTERIOR -• � � i , . '; _ '; a � ; r 15 LB FELT TO PROTECT MAT FROM MORTAR ' FLOOR RADIANT HEAT � � - � i . . < a a _ 4 - PRESSURE TREATED PLATE � _i_ f RIM JOIST RE: STRUCT � , I � i STONE VENEER ATTACHED PER IRC - - - '; g�OPE � � _ � ;° : _ "d ; - " PRESSURE TREATED WOOD LEDGER INTERIOR � ; - � R703.7 �, � " i - FINISH FLOOR ' FRY REGLET REVEAL BASE. �"''- � � � • ' - ; RE: ELEVATI6N AND SEC710N E TERIdR � y 4" CONC. SLAB ON GRADE WITH IN c� -- - • ` , ' I-- � RE: FLOOR PLANS AND SPEC �. : t < • a " : , 1- � � FLOOR RADIANT HEAT � j PROVIDE DRMB-625-REVEAL WITH i - -. ' a � ' ' 4" CONC. S DE ITH I � o • ANODIZED FINISH ^ � ' ,� � � ! FIOOR RADIANT NEAT /� � � � - 2" CONT. RIGID FOAM INSULATION , � ' � f� . � . � ^ • , � ; ` � � PANEL WITH BEVEL CUT ` FINISH FLOOR / 1 \ - ; � ° a ° o . ,,,a . JOIST HANGER N ' FRY REGLET REVEAL BASE. PROVIDE DRPNB- { 1 \ � } 0 I DOOR SILL SET IN BED OF SEALANT i �� FLOOR Pi..4NS AND SPEC I �, = I � • ' a; � ° •' � (I PRESSURE TREATED PLATE o I i 625-REVEAL WITH ANODIZED FINISH � � ti � , � S OVER COPPER FtASHING - - - � � FINISH FLOOR � � i � � 2" CONT. RIGID FOAM INS ION - ' °J• �, : . ' � - ' - - - - - o ? - j RE: FLOOR PLANS AND SPEC P L I d I , � , ., . . ` IRC R 7 - . - �T . .. . . _. _ . , . , „ T. O . Sl.AB T. O. SLAB _.. ... _ _ - - - - - _ , - .. ._ ... ' .` °; � , , s ' � PANOEL W T�H �EVEL CUT u �'� � � ,. .. . ,.. . . ,.. _..._ . . :- SLOPE 1(8 � . � -o . . . . sE _ - RE TR � ° ` '` -` - ' � d ' a' , y , ; AND 2009 IRC R703 7 + a . ION STONE VENEER AnACHED PER 703 � T O. WALL ' - , - . , � ._ • e - ' ' ' �` • CT' ' ` STEEL LEDGER RE: STRUCT : S UCT. _ _ BASE BOARD TYPICAL I �, � � ° ° ! R ' ELEVATION AND ONS _ ° ( -) ° " S ' " ' a ' --� RE: FLOOR PLANS RE: FLOOR PLANS , , a ' • e " � � � " ° � 4 ' ' - � � � ° � 'd ' ENTIRE5" CAVITYFIL�EDWITHCELLULOSEINSULATION r �w pp � � � � .. ._, /�. _ _ _ /� /� ` ' - . . . . ,�, . �..[ d . . , a � ' . �' . e . _ V " . � . a' . '. it ' . ;r _�"'� ' , • . a ' 8 " , , a a " . � .. . . . . _ _ _ . , e A . " � - . . • � " ` _ . . . . . . j � 1 .� . J�P'1Q . m-, a�� . . . ' i - _ • V' • . U - Z SLOPE . . ' - I _ . , _ ,a . d . . .- e . .a . . . .. , :a � d � . . - , , ,e. � ' : � ✓ � - . . . . . _ - _ , a° � ° ' # . � I . � � � ; . , _ ,c , - _ -< � • ' • • _ •= • ; .e , � e• • . :�� ENTI 5' C IL D ITH CELWIOSE INSULATION i ¢ ' ' • .° • ' °' • - ' '" I ' � " " : . , �. ' - -a �-' ° • '. a � STEEL LEDGER RE: STRUCT. AND 2009 IRC R703.7 - - i ' - . _ : ' � a ' -' �a . FURRED 2X4 WALL � _ d, `. _ - ,. � � � � � � p _ � 'a . � " . " � w . .. d "a • " CD � _ _ _ 1 . Q _ . � . 4 a . a . ' ` � ' d" � . �' _ . . . . a _ � y . . . � . . � . . _ . , 3 : - d . � � �' Y - ." • I a . d . 6�" . , n � � . . I . e . ° - _ ,� a . Q . , , o. a• ' ^� . •. ' ° " '� - - � � � , � _ a ' _ �=. �°° - ' � > � : , !//�T///// � . � - � . . . . ._....__ . . . _ ' � a . ; �• a � - � r Q . - : :a � . � . < - z RE: FL dR PLAf�S � � � � . � . � � O _ d --< . � - - - ' e � - a ' , � FURRED 2X4 WALL a �� • v' - • �� , Q = � - e � . a ; � � WIDE LAYER OF BITHUTHANE SELF -+ - + _ < . , ,a `. - , e - . , ' < . _ - • - t- -�- - i �_" '•a - OP $�, . ��� - - ' . ° ' n e i . ' < a - 5/8° GWB ' - - � ADHEREQ FLASHING CENTERED i - i ' - -�- ` � 6 s � * ' �- e' , - . P.T. 2X BLOCKING UNDER DOOR `� - � ~ � - ! � -` ` ` - <- . - _ . _ . • _ I - I - ' �e . : a , { ��' � � ° . . d , . � ' a " : . t a� ' ' i ' � r , : = . "- : -, . � ' . ° ° ` ' °. ' ° a SILL ATTACHED TO CONG. WITH � i _ . _ e• � - < - ' �' ' d ` ' a - GWB -�r : . '' :-a " " : ` ` n ; .. • . - ' ° = '; F- ' _ - /OVER JOINT BTW. PLYINOOD AND T.Q I . . _ a = _ . _ _ _ _ _ . _ . . _ � � _ ; . , _ ' a. ,a . - a , a ,�:. �., - - \ : -i _ ° �• q . -_ , ' : ` '< ' _ �> = : d ; a . : e , a .' a 5/SB , - ACE CONC FRA - ° e ' _ � "e- _ . . -'� , ' � 0 � . ` CONC. • - • ;' • : : • - , < . . , Q - RAWL SPIKES OR TAP CONC. '` - - - - - - - - _ - a , <. . . - .:. .. .. ..�. ;.:: d , �. � _ ��� �: . � ` � . � . � � . � � • � .� i , ,� < , I 1 • � d r ' a � d _ . . _a _ . . , �:�. � .: ;' ' . . . � ., � , _ � � . f � r : , _ '. ; , c , _a _ ., �- o: : _ . _ , - _ . 4 . ; � . • ,-. - . � i ' - <- o ` SL.OPE 1/4,� : 1 �_p„ . „ � <- - - - . d� , e - . . . . , ;_:: . . ;:: i ; < e . _ . , - , RAMING - - - - • <• <_ : , ;; ... i < . � _ ., •a a: .e . _ , - , scREws . _ ; < � I .U. L s:: ; ,,: . . _ . LE�GE _ , a a . . _ ; - d , . . a a e . _ . - ' , _ _ � 1 1/2" SPACE BETVYEEN CONC. AND F i ; a a' , � 1 _ T.� _ .. . :-.;>.: . - _ • - • d - • • • ;:E ,:': ' . _ - - � o . STEEL LEQGER RE: STRUCT AND 2D09 IRG R703.7. : ! i i - :; .. „... � < a w . �. '", _ >. ;: . _ ,. -,. . • > , . .. _ _ . NT . . _... . . _ . - ' . , � • ' _ . . . .. . . _ .. ;' `>, . � � _, - :, a , - , - 1/2 ISOLATION JOINT o _ . . .. . . .. . .. .. . . . . . .. : , :. .. .< ,.°; . . ,> ;_.. _.. . . ._ . . - . . ._. .... _.... . . - ' . _ _ � Qa - " e ",• • : . . . . . . _ _ . _ .. ._ _ . . ._. . . _.. ._.. _.. ... .__. . . . . . . . I .. ._ ._ .. .. . .. ... _ . . ... . " ��*�. - . . . . . .. . . _. ._. . .. . ... .. . e . . . . . . . . . • ' _'!-.r . . . .. .. . . . . . . .. ... . _ .... . .. .... . .. . . . . . . .. . . . . . . .. . . . . . , . _ a ;.. , . .. ,:o r .. � . . . -. . . .° � d _ ' ' � � . . . A . _ - - - � '� ERIOR � RE . T. „ . . , a . - , , , a . , - - - , - , - a . - a '. � � . - < � . :_ . .. :.. . : :. . .: � . . . _ a _ - - STRUC`, _ _. . .. , . . < RE. STRUCT. . - , . . . . . . . - >' ; , - . 1". . _ . _ > > d < , � \ . � - - - , . :< -a ; Rio . ... .. . . ... :. . .._ . :... .. . . . .... .. . _ e _ . . , . . _ . :.t.: :�: ._, .., ... . . �....: �:.� ...�:�.: . a , ' - " � ' . . INTE R - - �- � _ _ . - : : �-; t , a .° � e RE� STRl1C . � ;..... :;;.: ;. ;.. . a _ a . . ,. -_ d : . x . ;:._ . ;:;:, ., . .:. .,.:.: , _ , o . . , a� . . . STRUCTURAL SLAB . _ i _ , . 8 CO . ALL o ., ,. a: ' i �m . . ..:.. ..... . . ..:.::' . :::., .: . � � , a e . . . . . � a� . _ __ . . " . 1 e - \ . : .. ., . . . . .. . .: .. . � , . . . . . _.. . . . _ .a � a , a " . . : . . � : � � . . . . _ _ _ . a ' a s � . � . �- � � � . . I . .. . '�' -� � t , - - - : . •._ - ' . � : ° - a DOWELEDINTO ; � - - - , . < . , - . ; . - h • /,'; I . , , , - _ � - : ; � , 1 t: 1 t _ • . a a • _ . . . % .- . . : - : 8 CONC. WALL :! 1/2° ISOLATION JOINT , • . ' _ _- ..._ : ° , I , o , o . • ._ - ' . . - , e • < .. . • - < , . c .FOUNDATION WALL RE., - - - e . . , e : ,^::: _° " " � .�� . - ,��� r'.; � . i ; I : .>.; '�� t � . .' e RE � _ _ _ .. . , a '' '" - - .a • °. -• ,:' ; ; STRUCTURAL PATId SLAB STEPPED � l _ . . . . _ " a . . . _ ^ ' 1 2" RIGID INSULATION MIN. R-10 , ' ::; 'a _ �UCT. I - ; , a � _ a a ;;DOWN 4" FROM INT: SLAB RE: STRUCL - - I ' ° : : ° , ' a a ; , e • �, d - . STRUCT > T _ - � . . . < . .; i .: _ _ --- : S ::: - . . � ._ . _ < ° � . .e .< p ' � • .� .. -x...::`. d.: : . . . . . . . . - p :. . , ' .. :..`( .��i._: . . :;: :::i:� zi._. . . . . ' ' ��:.. . - ."::"' f _ • - o . . � . _ _ ? . . . ' : . . � .. _. . � � . � . , _ . .: .... .. . . . . . . . . . . . . . . . . , . . ::,: �. _ _ . . . . _ � ( ( ( ( . ( I � � r .� _ d f � � " r i ::. _ _ . . . . . . . ' d � ._ - . ,; " ?2" RIGID INSULATIQN BOTTOM ALIGNS WITH � _ _ e , . �- ' ' " ' 2" RIGID INSULATION TOP ALIGNS WITH 2" RIGID INSULATION MIN. R-10 " � � � � ' , _ I ( - � ` � " ; a , < � STEEL LEDGER RE: STRUCT. AND 20091RC R703.7 � I " a ' - . � � : . . . . . � � � . . . , . . � . _ . . . . ' .. _.._,. . ,. ..� _ <._ . _ _ - - ..w .-�. . . . . b � • ' , ' = �. ,_._:EXTERIOR RIGID INSULATIQN - - � ' " ' � ' = • " � '.EXTERIOR RIGID INSULATIONl • ' " 'a � , , � t ` s` r - - - I_ � J _ ��� _ - _ _ d - °'a , n � a ' � . .. . _ d - a , a , e .... --z: . : � :::: _ _ � � . . . . - _ - _ - ¢ . . - I I I - I I I -�I I • ,a _ , - I I I - I I I - I I � - - . . -a , _ . i:'. I , , . , � , , � -_ ' ERIMETERDRAIN - - . - ' � ° � ' °_ � - � � � � ( � ( ( j ,i � , ( " - - � __ _ . . � ° 4" DIAMETER PERFORATED P � -I-r CONCRETE FOUNDATION WALL _ - - - - - - _ _ - - . - _ - - - - '%J % o .: . ".: ' " � _ CONCRETE FOUNDATION WAIL - - I a •; - ••- •a . . : a • _ . _ _ • . • • - PIPE IN GRAVEL BED � ` e � N P A �; , . :.: ,., f I , , . ' ' • ' ' � - - - ' - . - - RE: STRUCTURAL DRAWINGS - - - - - - ° _ DRAIN - < ` ' � ` r; - - - _ , - RE: STRUCTURAL DRAWINGS - <, 4"DIAMETER PERFORATED PERIMETER - - - - - . < ' - - - ' a - - N w ,- '� ? ' r, _ _ _ _ , ., • , - , . . . . . : , , � ' WATERPROOF MEMBRANE ` � � ' ' _EXTERIOR RIGID INSUTA �� - s" a ' ° - - - - - - - <- ^ , e , a - - - - - _ - , . . PIPE W GRAVEL BED " - - - - - - . � = . <- „ ' - a _ °'a : < : a - .... _ �.h ° .E ' t , ? ;� - - - - - < = < • . ` : , ' ' . . ' - - - I . < <- _ , . . � _ _ , - 1 I I - 1 I I - I I � °RE: STRUCT. � �RE: STRUCT. - - - I - - _ < - - _ .a RE: SPEC - . - ;': , , h ' , _ I - i _ iii - iii - - I _ - I _ a I - li _ iii - iii ; I - I - . � . _ _ _ _ _ - - - - � , ' : - ' ' WATERPROOFMEMBRANE - e a - - - - - _ a .. " - - - : a : � � � ' � I I ° `.- ,- '` b . . _CONCRETE FOUNDATION WALL < � „ , - - - - - - . a e• _ . - I - I _ _ o, . - - F' - - ' . • , . I - RE. STRUCTURALDRAWINGS 4 f ." . _ � . 'n . . _ a" � � - _ - . . . . . . _ - - ._aa.. . " s . : d . � - _ _ ' _ _ . c . _ _ - _ - . . - - ._ < . s , .< - - - _ - , • ,'a '. N RE: SPEC , 6 ; _ m;' " WRAP GRAVEL IN FILTER FABRIC PER _ U _ _ ° . - , : a . � � _ _ ` %c w , : r .` •. � ,�y� ,, , . .e , - . - I - . - - - - - - - - . ' - - - - - - - � -v. . ° . ' � . _ = ' � _ - - - - - , a � - . A -P a SOILS ENGINEER RECOMMENDATIONS � �RE: STRUCT. ° ' ° 2.,. ' 'r. fi ��`�'� - - - - - - � � � ( - 1 - 1 I I I I I � - - - - - P GRAVEL IN FI TER FABRIC PER , � , � . . , . - - - - - - - - , - . " o • ' . - I - I I I I I I - WRA �, - - - - - i . . - • . , . . �.. ,� .. - _ � - - , "• ' . , I I I I I I I . . . . . . ' : n . . � 4 •. . .. . . . .. . � : . _ . w _ � d - � � . . . . � - - 4 GRAVEL BED UNDER CONCRETE SLAB - - - - . < � - • SOILS ENGINEER RECOMMENDATIONS - - - - ' ' ' - - F- - - ° `, ' - - - - - - - `- � '`_ ' - - � � . - . � - 4 GRAVEL BED UNDER CONCRETE SLAB � - - a . . . . . - - _ a - e " . 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SLAB Wt IN-FLOOR RADIANT HEAT - - a ' e . . - " _ - I I ( - I I ( � - - - - I e . . . a • _ - '- ; ' - I I ( - I I I - - - I -_ _ - - - - - - . - - - - a _ e . • - a•' - ' I � - RECOMMENDATIONS(STRUCT. . '-� - ' - ; � •� - • ' ; � � . , ; _ - RE. STRUCTURAL DRAWINGS - � - � � � - I I I � - - . a . . , - - - I I - I - - I ° " ' •` ' °" ' '- , I WP MEMBRANE CONT. FROM B.O. FOOTING TO T.O. CONC. - - - ' 9`_ � , '- I - I I I - I I I - - - , . - T HEAT - I I - - - - - e ( ' e • ° °- - - - - - - WPMEMBRANECONT. FROMB.O. - - - - - - . . . ; °� - , " , , RE: S�T UC URALDRAWIN S�DIAN - - - - . _ , - ' a ° _ T.O. CONRE�ESLAB - - - : , � 'n• '•:• "°" '• , ' - - I ( I - I ( I - 1 II - - - - � a d � _ � , �o_ . � _ - - - - - a :• ° d , : - 'Q °- ' FOOTING TO T.O. CONC. ( - - - - I I - < ° - . ^ 5 _e ' - - - - , „ . ' a , - - e . _ . . ONT. FROM B.O. - � - - - � . a ._ . . . 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W - , . < - ;.. :..::,,: '.> `: , _ . l :l SLOPE AWAY FROM FOUNDATION . . . . _ � - I - _ _ _ � . . _ W . . ...':�" � . . A . _ - . . . . � . . . .. , . :., , _ _ - . _ - � _ _ " °, . . _ . , q . � --.: ::.< � . - . _ _ _ : 9�� " . ' < ... ' .n . . �+ . . . . : - � 4 . , . � . . . �. . �� . : P . , . d .. . . . . :: ' �;':,i . - _' ` , • . ' . . ,- : a , e • _ . . - . .. ;. ;. ; i . . - 4 . f:::. ���.f� . : .. .. : >.. ""� - " 4. : " . ° - " , a ' d. . � � . a . • d - ' n , � � , , _ _::: .,1::"�, - . . . . � . . d . .. e_ a , a � . ' _ � .. ::. ., . :.,. . • ° _ - • . . : � ' :'r �::�, i: . � . < 0' < : . - . -° : ` . � < ,_ � . _ - ° i;`:. : � :: , .: , . . . . , a a _ FOOTER PER SOILS ENGINEER - : :. ,.'.. ; ;. `,> ° , ., < < :< . . - , , . . , , _ - , � _' ,..;: ::: ': _ _ - : •d - '.a • _ _ � . . ' ° - . - . . 4 ' e` r • . . . ' aM1 _ _ _ ' , d F- a , a a . . . . ._ . . . . . � - . . ,. � . . . - � .. �: . _: . : . db . �C ' _ ` . - . � . . ` . . : � . � S . 4 � .A . ' ::: . . :`:"I � _ - O . ' . . .. �� . . . � • . .. .e . . _, :'; :.:: . . ..' :'.�"..::>' - d , _ . . . . - 4 . 6 -^ . " $,. . . . .,. > `.��..., . : ':' �0::' .: .. _ 4 L . ' . - ' . . _ _ � .. . .. . . .- ;:: ._ . .... � ." . . � ° . . .a a6 . ;' .. � �, - o. . . , . _ _. . _ . . , _ . . ¢ . a f , : . :: . ; o. . . . , _ . . . . . - `� :: , : � . - _ . o _ _ . . a . . . a . . , , _ � .: :.: :. .. ..: . .: :.: :. . .�. _ , d a . ' (� : : -'.�,.,...::� ^. ° r .n . - - - . d • . •� a• , . . . .d0 - �, ,. . . " d e . _ _ _ .,..: ':..,:... . :,,> . . . :..::i: . - . e ... ' . " . °. " . - . I ( ( - I ( I - _ _ _ _ - I I - I � - . . . . . . ' _ _ - "a � . . .. � - , a " . . ' d - " O . . . ., a . . " . . I�.�...s _ " : a1 . . ...,,_ , `;.t. �:�.. ` . (: ._:.. .,;'. . ._.:: :: . , . _ ` a _ . - . , a : " , . . - . _ _ _ _ 1 1 I _ _� _ _ . . _ _ " 0. " ' . ' . : W - 'O • a a . • " , . � .'� � �. . . � . � -'. . _ _ _ °. • n ' . a " .d _• . . " °. ' • ° - . _ _ . ' a ° ' - b, , - e . .. . .a . . . : • : '. � ° - I I � . � . . _RE: TR /+T_ - I - . . A a a , - d . . � � . . . . . . . a . , a e p d " . v . . . . _ , , a .e ., n - ��.'-:. . . .�. . ' - � I I � I _ _ _ _ _ I . _ _ . _ _ _ _ _ _ I I I I II S UV I I _ _- . __ _ - .. . . .. � . _° '- " e . . � � . . d . . �:. _ _ I I 1 1 _ _ _ _ � � � .. - • � . • � • , . �a , a . � ' : F (i" _ _ _ d . _ . . . .n ¢ . � a � _ _ _ � _ a d - . - - = - - - _ ' - - - - - - - _ E: TR T - - - - - I - - -f-�-+ i--F-F _ _ -I--F-F _ _ - : O 6 4 - �- .��hniW:. . �.� : . _ _ . . - _ . - - - - I R S UC I I � _ 4�.. a � . _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ . I I � . - I _ I _ _ _ _ = - ��_�-�- � - . . . . _ _ _ " ' aa ^ ' . ° 'd - a . " .d .' a. " . ' _ a . " . ' , ' ' 'o _ � .:.: �l • . . . . � � ,,. . � - - - - - ( - - I -_- I -�-ri-r-i�t-'N-�---�-rr-l-i-r-�-r�fj �,� . . . . - I - - - . . � � � _ 4 , � a' , d ° ' o ,° ' : � . , . � - � . `:....:.: - : :., � . . .. . . � _ _ � _ i i i - i i i - i i i _ i i i .- i i � - i i i - i i i - i i i - i i i _ i i i _ i i _ i i i - i i i - i i i _ i , i i i i i _ i i i i i i _ i i i _ i i i _ i i i _ i i ' � �}�, , , �I J , . . . � . . � . . I . . . . � I I - - - - - . - . � . . . . . Foundation Detail �ower Leve�rucfural = �� �� ��*�'' �I �� �� N �� � - - - - - - I - Potm �'�rr D�tarl- �? t �ea i -_-__ - . - _ �< a a . _ - '�.,,. : ;_ � � N m n Foundation Det� il Lower Level Patio Daor � Slab 3 Condition Foundatio � Wall T . Found� I ._ _ _ - � - - � �� _ ,_ �� - - - - - =- � @ 1 1l2" = 1 '-0° 2 1 1 /2" = 1 '-0° 1 1 /2 - 1 0 - � � 1 1 /2" = 1 '-0„ 1 1 /2" = 1 '-0° � . . : �. , ; � , : . _ _ � __ _ _ _ ._ _ _ _ 5 _ . _ _ _ _ _ _ _ _ _ _ . . _ . ._ � � i �� � � ii � , z , ; A _ � GRID � , - LINE v � w � � , GRID 0 1 LINE LWE RE: SEGTIONS � -12 RooFP�nNTrERaN� �_ � � i RE: SECTIONS / RCP p DowN SPOUT RE: � 0' - 1 " 8X8 DOUG FIR STRUT RE: STRUCL � � EDGE 8X8 DOUG FIR STRUT RE: STRUCL COPPER FLASHING WITH DRIP I EXTERIOR I NTERIOR � O � 6" STONE VENEER . • - • " , e_ , _ VERTICAL 1X6 CEDAR SIDING � � ( ' 6" STQNE VENEER � W 2X8 CEDAR FASCIA AT 2:12 ROOFS ( ' �* _ '` - a SEE 12lA6.1 FOR WALL ASSEMBLY � � ' ° � ( INFORMATION SYNTHETIC SHAKE RQOF r ^ •9 / I • , a = ; < ' ., � -� RE: SPEC EXTERIOR I INTERIOR , • - . " ' , _ / ICE AND WATER SHIELD OVER METAL US M81I Ot1BV: P. O. BOX 237H KNIFE PLATE RE: STRUCT EXTERIOR I a . ,a - _ ` - ' INTERIOR " I FLASHING PROVIDE 50% OVERLAP Physical / Fedex: 210 Edwards - , . a, , , • � , ; ' . . LAG BOLT STRUT TO BLOCKING RE: STRUCT. � (DOUBLE LAYER) FOR FIRST 4' UP HSS COLUMN RE: STRUCT. . _ - - KNIFE PLATE RE: STRUCT ._ I ^ �II' � FROM ROOF EAVE VIIIBg@ BIVCI , Bidg A Suite A1 d3 •� e "• • AIR INFILTRATION BARRIER LAPS OVER � EC�WBfC�S, Colorado 81632-237� " -• e - FLASHING ABOVE STONE � THROUGH BOLTS RE: STRUCL " ", • ` 8 - � 3.5" CONTINUOUS RIGID FOAM INSULATION �970� gZ6 4301 , Fax: 926 4364 � � � ,a ` . ;a, _ a THROUGH BOLTS RE: STRUCT. ,: I PANEL R-17.5 +/. OR 2X4 S�EEPERS h�n5@I�@�C]IUIlC�BfClllt@CtS.COf71 � : _ - . FLASNWG EXTENDS UP BEHINDAIR d� RE: SPEC � - BASE PLATE WELDED TO HSS I ° <_ ,-< ' -, INFILTRATION BARRIER PAIN. 4", ANd EXTENDS wnnrw : berglundarchitects.com � COLUMN RE: STRUCT. � � " • � � BASE PLATE EXPANSION BOLTED TO OUT OVER STONE OUT MIN. 3" SNOWCLIPS THROUGHOUT SHINGLE � � Z ( � e ' � . -`� '� � CONCRETE RE: STRUCL � � ROOF RE: SPEC. ,- ' a` a � a SEE 12/A6.1 FOR WALL ASSEMBLY � � �,' i • : Q ; ' ` - � 1/2" PLYWOOD INFORMATION , a - " ` , WITH CEL ULO E ��LLED V2" EXY. GRADE PLYVJOOD SHEATHING � RE: STRUCT. e . ; • . _ ° Y ° . ; ' , _ INSULATION �� � "' - < a , • �, : � - ' PROVI6E BLOCKWG RE: STRUCT. 2X6 DOUG-FIR DECKING I - ;_ - '• a = ° -, FURRED2X4WALL - -- - - �,s 1/2° EXT. GRADE PLYWOOD SHEATHING ! p ' e ' - p'a _ RE: STRUGT. ° � � "-s ' , - 5f8" GWB ------ 2X6 FRAMING WITH R-2Q BLOWN IN RAF ERUGH SAWN DOUG-FIR I E � � � � . . . . • . ; = . . . . ae p , a a , p CELLULOSE IM1ISULATIOfV ; I , • � ° 1 1t2" SPP:CE BETWEEN � � , 2X6 FRAMING WITH R-2Q BLOWN IN � _ _ - , . - " -- CELLULOSE INSULP.TION � ;@ e ., e CdNCRETE AND FRAMING I _ 5/&" GWB I I , � n < ''d ', � ' 30# BUILDING PAPER EXCEPY PROVlDE SX12 DOUG-FIR BEAM RE: STRUCT. � , a .._d - _, � I i 8" GOR1C. WALL W.P. Pv9EMSRANE 3'-d" ABdVE GRADE , Q, - 3 � �z„ f 5!8" G W B ° ;;a -. � ' - - UP WALL@ ROOF A N D D E G K � _ PRdYIDE BL4CKIPJG ,4S NECESSARY Q' - $ 1J2" I ! • a ' ' - LOCATIONS �--� � � _ _ . ` i _ SEE 12/A6.1 FOR WALL ABSEPABLY INFORMATIQN REBAR DRIVEN INTO BEAM AtJ6 STRUT ' ° 'a Ya 9 `• °d ; APPROX. 2" TMCK ST4NE CAP WITH RE: STRUCT. , „ � - � _ TOP SLOPED. EXTENDS �EYOND / � 1 f. � ' � I APPROX. i " Y L4GBOLTS RE: STRUCT 6" STONE VENEER �tr�t tc� 1fVall ��nn ��ticrr� �te�l �olaar� � Str�at t� V4�all �� r� r� ���i�r� ��� r�� l/er� �� r - � 1 1 /2" = 1 °- " � � 1 1 / °° = 1 `� ° 8X8 �OUG �IR STRUT RE: STRUCT. 5" SEAMLESS COPPER GUTTER WITH LINE QawN sPaurs 1 1 WORKING POINT RE: ROOF PLANS FOR LOCATIONS � COPPER DRIP EDGE FLASHING � I RE: ROOF PLAN O 2X8 FASCIA DRIP FLASHING OVER 2X8 FASCIA � � ` � 4 Strut to Wall Connetic� n a'�7 Wood Siding ' � ' ALL STANDING SEAM ROOFS PROTECTED THROUGHOUT PROVIDE 5/8° TYPE X GYP SHEATHING ��'`�-.��- � � O �v, �° WITH SNOW FENCES PER MANF. RECOMMENDATIONS o OF PROPERN LINE PER SECTI N' 30I2.2.2 � � /�" _ � ''O„ ° � � +"'� : � + PER ROOF PITCH AND SNOW LOADS �,..�� � k ' WHICH ALLOWS 1 LAYER OF 5f8" TYPE X ,,,,.► '°�" ' -. � -.- ` STANDING SEAM COPPER ROOF GYP. SHEATHING IN LEAU OF PARAPET. g � ..►- ; � j E SYNTHETICSHAKE ROOF � � Shin le Roof Eave Strut Condition „�► , , R E: S P E C G R I Qu _ qi v� � � s�.�.,,.�• - ' � � --- � � - � - � , ` RE: SPEC � � �2 I -o ` A� I , E ' 2X12 RAFTER @ 24" O.C. WITH R-47.5 L� (�jE �� ! ; � ; - +l- BLOWN IN CE�LULOSE INSULATION 112" PLYWOOD SHEATNING � ; E � � - - , RE: STRUCT.lSPEC. ';-' - � _ - ' - -� / , i � ' - 4" INSULATION PANEL WITH i/2° � • � � • 4" fNSULATION PANEL WITH 7/2" PLYWOOD SHEATHING _ / � � � GLUED TO 3.5" CONTINUOUS RIGID FOAM INSULATION � - PLYWOOD SHEATHING GLUED TO SEALANT _ . . , , , _ _ • •- (, / I - R�NJ� R 17.5 +1- 3.5" CONTINUOUS RIGID FOAM DRIP FLASHING OVER2X8 CI � ° ° � � � � in�m u ATI(lAI OAPICI o �v c �.r. . �-� a � GRID i � i __ i_ _ _ _.j __ _�___ RE: SPEC STANDING SEAM COPPER RIDGE CAP LINE RE: SPEC se,4M caNrtrc re�ur � � � - VYCOR ICE AND WATER SHIELD - PROVIDE DOUBLE ' - - -i- ._ _f _- _ I _ LAYER {50% OVERLAP) FOR FIRST 4' OF ROQF ' - ABQVE EAVE - - - - - - - ' f - - - - 1!2" PLYWOOD SHEATHING � � �• RE: SPEC . , . , �. �,.. - - - - - - - _� - �� � ' � y 2X6 T&G SOFFIT - . , . T .O. PLATE .. .. .. . . . ... . , , . . . ,_ � . • . . . � . ,. , , , , . :..�. ... . . „ � ._.,,. . , . , „�... ; °°'°� 4 I U TION PAN W 1/2 YWOO H THING • �,,,_ , _ NS LA EL ITH PL DS EA � � RE: ELEVS AND SECTIONS 4X8 RAFTER TAIL ATTACHED TO °"" �� � _ _ I _ � '� � � � � � GLUED TO 3.5" CONTINUOUS RIGID FOAM INSULATION --� WOOD RAFTERS @ 48" O.C. E I � ' �- --{ I f - 0 �� RE: SPEC � � � ; " '- � STANDING SEAM COPPER ROOF PANEL R- 7.5 +/- , : , � � ' 2X BLOCKING PER STRUCTURAL j �- RE: STRUCTURAL DRAWINGS , � � � I I ; ' � � RE: SPEC I , i ' . � � , , � � I �� - DRAWINGS ' ( -t-I - �- -- --i ;- -- - - �- -- -- - - --! -- ; ! -- -� -t -:-f--. - --� -?-� -t- -- --;-- - - - --- - - 3Q # FELT i - • • , PLYWOOD BLOCKING a ' � • : � , , ` - i i � 4" INSULATION PANEI WITH 112" PLYWOOD SHEATHING . i ! ; � � I -- ----�_, ..._ �o � � ' ' I _ ��" GWED TQ 3.5° CONTINUOUS RIGID FOAM INSULATION - - 7- � - - -- - ' � ' 30 # FELT UNDERLAYMENT PANEL R-97.5 �*6 _ SEE 92/A6.1 FOR WALL ; - --• 2X6 T&G SOFFIT , - ; 1/2" PLYWdOD SHEATNING �. ASSEMBLY INFORMATION RE: 5PEC :'- ... ; 2 ~ 5/8" 'fYPE X GW B SHEATHING OVER � � �' � 4X8 RAFTER TAIL ATTACHED TO VYCOR ICE AND WATER SHIELD - I i - � , ; • . � i : , WQOD RAFTERS @ 4&" d.C. PLYWOOD @ ALL WALLS WITHIN 5' dF 4X8 WdOD BARGE RRFTER RE @ J , ; . CONTlNUOUS ROOF AND 6VER RICIGE PRdPERTY LINE PER UL305 _ - j : , , , , � , . , , . ELEVATIdNS ANd STRUCTURAL FOR � I � RE: SPEC ; j DRA S 4X8 RAFTER TAILS ATTACHED Td � i : ", ' '- - ' ' " ' ` ' " - - ' ' LOCATION AND l.AYOUT. PRQVIDE 2X12 RAFTER @ 24" O.G. WITH R-47.5 �__ ST � RE RUCTURAL WING . , 1- - � PLYNlOdD LOCKING WOOD RAFTERS @ 32" O.C. -+-' BIRDShAdUTH CU7 A7 SHOULDER BEAfVi +/_ g�OWN IN CELLULOSE iNSULATIdN � • SEE 12/A6. 1 FOR WA�L pSSEMBLY INFORfNATION i - �. f ARID RIDGE BEAM RE: E�EVATIONS. RE: STRUC7./SPEC. : SEE 12fA6.1 FOR WALLASSEMBLY � 2X4 BLdCKING °� � ' INFORMATION � I , �..-�-� �:�., ti.L.-ti i , CONT BLKG. RE: STRUCL � � � 0 � �. - , _ I , _ 00 DIN � ' ! ' ' ' : i ! I ! � f �, RE: ELEVATIONS FOR �OCATIONS AND . OUT LOOKER SN6ULDER / RIQGE BEAM ---" , ; - , °°� � i . � , SEE ELEVATIONS APJD S7RUCTURAL FOR �.C�. ..�TEEL F3Et�M � ' i • --T - , _ ' - - - - "- 4X$ W006 BARGE RAFI'ER RE: i I i i � � i � TYPE i - SIZING AND IOCATIONS RE: ELEVATIOfVS �`�rw � �-i ---" - `� ; � �' �i. �� _ ---i- - _'_ won� sAaiN� f�� : �L�VS �ahl � � E�T�C7N� �.:�,_���"`� � NAILIfVG PLATE RE: STRUCT. � . + - - - 2X6 V-GROQVE D6UG-FIR 7&G - . ELEVATIONS AND STRUCTURAL FOR _ _ , _� _ - _ RE: ELEVATlONS FOR LOCATI4NS AND ' i _ DECKING @ ALL SOFFITS � .n,PE -t-j L6CATION AND LAYOUT. ATTACHES 1 5(8°' T Y P E X G W� C 6 P d T I i J U O U S F O R M � ; ; TO 86LID BLOCKIRG RE: STRUCT. � - -, 2X4 BLOCKING FOUNDATION TO B.O. ROOF SHEATHING 9/2" PLYWOdD SNEATFiING ¢ - WITNIN 5' dF PRdPERTY LINE PER UL 3Q5 t � i . � . . � . . iI � �/""''�'�} . � . � . . . . . -_ , . � ' WOOD SIdING PROVIDE 5/8" TYPE X GYP SNEATHING STEEL RIDGE B-BEAM RE: STRUCT. , i RE: E�EVA710NS FOR LQCATIONS OVER 2X DECKWG / PLYWOOD WITHIN 4' -, AND TYPE - OF PROPERTY LINE PER IRC SECTION - 302.2.2 WHICH ALLOWS 1 LAYER OF 5/8" p p ¢ TYPEXGYP. SHEATHINGWLEAUOF � pp� �' f1QOf S'6� k� ���� II WIt� ICI 5' �f F' rop� rty �Jpp� r Roc�f R�dg� Detail @ Standing �earr� PARAPET. „ Nuo FR Line / Pa �'ty �6 { 10 oof FOUNDATION TO B.O. ROOF SHEATHWG � � � � IZ � O � I �2" � 1 0�0" I _ WITHIN 5' OF PROPERIY LINE PER UL 305 �R = e- ,� - 5" SEAMLESS COPPER GUTTER WITH LINE DOWN SPOUTS WORKING POIfVT RE: ROOF PLANS FOR LOCATIONS 1 1 � n � � V Ner Roof Rake Detail Standin Seam REVISION COPPER DRIP EDGE FLASHING 9 �OO� W/ V V ��� `� �� � n� R2VISIOf1 lJpper Roof Eave Detail within 5' of Property RE: RooF P�arv ZXBFAS��A „ _ ._ „ � ,.y LI I� e � 1- G`� 1 t�/ WaI I O ALL STANDING SEAM ROOFS PROTECTED THROUGHOUT � � /� _ � 0 DRIP FLASHING OVER 2X8 FASCIA NO. D2SCYIptlOfl Revision [3ate � � � I'��� � !-a�� O •�° WITH SNOW FENCES PER MANF. RECOMMENDATIONS r �" . '�� � � PER ROOF PITCH AND SNOW LOADS .�„- � � fi-_ _ 1 -_ �..• ` � ' STANDWG SEAM COPPER R06F GRID RE: SPEC _ SYNTHETIC SHAKE ROOF �""' � REVISED BUILDING PERMIT SET DRIP FLASHING OVER 2X8 FASCIA �,� �►�" , - - , - -�-- � -�-- - - - - , -�- - ��.- -� � RE: SPEC LW E 1/2" PLYWOOD SHEATHING O$IOrJI�IO ' � � 2X12 RAFTER @ 24" O.C. WITH R-47.5 GRID STANDING SEAM COPPER ROOF � uk � � � ; , +/_ gLOWN W CEL�ULOSE INSULATION ' RE: SPEC � , - -� � '- f-- - Y `�- RE: STRUCT.ISPEC. 4" INSULATION PANEL WITH 1/2° PLYWOODSHEATHINGGLUEDTO CFiANGES ARE SHOWt� LINE _ _ I � I � __ � � s o � � s.s° coNreNUOUS RiciD Foan� +-,- --+- - f � 4" INSULATION PANEL WITH 1/2" PLYWOOD SHEATHING 1!2" PLYWOOD SHEATHlNG - _; - . ' f , � �� ' , GLUED TO 3.5" CONTINUdUS RIGID FOAM INSULATION � � � INSULATION PANEL R-17.5 +/- gu . . � � � � � � RE: sPEC BBLED 4" INSULATIQN PANEL WITH 1/2" PLYWOOD SHEATHING PANEL R-17.5 +/_ ' PRE MANUFACTURED -E--f -;-- - .---- - - _ _ _ _ RE: SPEC ' --� - -�- -� � -- - � - - F2EV6SEC} FE �2E F2ATED RO(7F GLUED TO 3.5" CONTINUOUS RIGID FOAM WSULATION f s�\ ' :.- SYNTHETIC SHAKE CAP ; � ; i ! : I ; j , i � PAPdELR-17.5 +/- - � VYCORICEANDWATERSHIELD - PROVIDEDOUBLE ' -- - -'_. --�- - - - ---'- -'- -i -�-- � t' - � i - -+ � -I EAVEAS�EIVI �LY � � � � RE: SPEC - � LAYER (50% OVERLAP) FOR FIRST 4' OF ROOF � ,. , „ � -� --± ' -' � - �- i j'- i �- -I- -i-+ -�- - - _ RE6S EC VE .r� I ; i - 2X6 T&G SOFFI7 �D��� d��e�IL� --- 1 i r - -�-- -�- j I � I ' ' -�-� - t- - ' -- __,_ - l'.O. PLATE �o°' f-- -f- -� --- � ..-I-. � � SYNTNETlC SHAKE ROOF _-! TO 2 , {_ ' , i ' ' --- -+- - ' - '-- 2X6 T8G SOFFIT - _ � + -1-, . : - '-- - -? -- --- - !- 1 - --�--- -� � --�- -� LEVS At� ' E � � I I RE SPEC � WO D RA TERS @T 8AO.CD 2 ,: - ' � '� ' -I -- ,_ � RE: E D �ECTIOfVS '� --- -•---- � .,. . �. ,,,�° -+ -- ----- - - , ,,� --- : 4 � , +�- --- ----- 4" INSULATION PANEL WITH 112° � RE: STRUCTURAL DRRWINGS � �� �- . � ,.... ._. . _,... . ; " ; .. , � � PLYW60D SNEATNING GLUED Td _ �" ; � F2�VE�EC� �U ING 9��Rt� IT � �._. - -�- � --+ --- --� ; -�` �.. 05/20/ 1 � - _i _ _ 2X BLOCKING PER STRUCTURAL _. __ , _ __ �. _._ 3.5" COt�TINUOUS RiGID FOAM , PLYWdOD BLOC ING , 4X8 RAFTER TAlL ATTACHEd TO '- DRAWINGS � ' t I I I �' � � , , INSUTATION PANEL R-17.5 +/- I WOdD RAFTERS @ 48" O.C. , ' I RE: SPEC I SEE 12(A6.1 FOR WALL � � - � - -- -- -- � i _: - . -,- RE: STRUCTURALDRAWINGS _; _ ,- - - i- . ' I 7 i- Y-- - i - � . i ASSEftqB�YiNFdRMATIdFI (�I-�r��G �3 �{�iE '�JI� C�V�EV B�,.J � C�aL.�� _ 30 # FELTUNDERLAYMEPJT � � -- - � - I ; � PLYWOQD BLOCKING � � , . -"-r- � . . , � : 1/2" PLY�NQODSHEATHING r .-- ---�---- -_. 30 # FELT � i ���'"�. SEE12lA6. 1 FORWALLASSEMB�YINFC3RMATIOPil ! i fZ��B��� �����IQ� � �S� L��� �E�� � - -;- : ; ; : - -�� - EVA�OD S AND STRUC URAL FUF2 4X . - _ ICE AND WATER SHIELD - CONTINU6US , � - - L.00ATION AND LAYOUT. PRdVIDE - -•- . + - 4X8 RAFTER TAILS ATTACHED TO � @ ROQF AND OVER RfdGE ._,. I y -- ° RE: SPEC i ; ' BIRDSMOUTH CUTAT SHOULDER BEAM WOOD RAFTERS @ 32" O.C. AND FIDGE BEAM RE ELEVATIONS - 2X12 RAFTER @ 24" O.C. WI7H R-47.5 I � � � � , _ , 4X8 WOOD BARGE RAFTER RE: " RE: RCP 2X4 BLOCKWG +/_ BLOWN W CELLULOSE INSULATION _ ELEVATIONS AND STRUCTURAL FOR ^ 2X6 V-GROOVE DOUG-FIR T&G RE: STRUCT./SPEC. � , � - OUT LOOKER SHOULDER / RIDGE BEAM LOCATION AND LAYOUT. ATTACHES � DECKWG @ ALL SOFFITS CONT.BLKG. RE: STRUCL SEE ELEVATIONS AND STRUCTURAL FOR i . TO SOLID BLOCKING RE: STRUCT. - SEE 12lA6. 1 FOR WALL ASSEMBLY INFO MATION T . O . STEEL BE/aM ,, - ,� � ' I � � ; ' =� � - ' 2X4 BLOCKING , . . 3 . . . . :... , . . . . . . � . . . i _ SIZING AND LOCATIONS RE: ELEVATiONS _ - - RE: ELEVS AND SECTIf�NS / • - ' � r� - - WOOD SIDING _� ^ � RE: ELEVATIONS FOR LOCATIONS AND STONE VENEER SIDING - - � - NAILING PLATE RE: STRUCL TypE RE: ELEVATIONS FOR LOCATIONS AND '; - - TYPE - , O� - 3° ; � ; WOOD SIDWG ' � RE: ELEVATIONS FOR LOCATIONS AND � ' 1/2" PLYWOOD SHEATHING TYPE � STEEL RIDGE I-BEAM RE: STRUGT. �� ' � Upper Roof Eave Detail @ Standing Seam � � Roof T ical tJ er Roof Rid e Detail T ical U er Roof Rake Detail � 4 7 1 1 /2" = 1 '-0" 6 1 'E /2'� = 1 '-0° 5 1 112" = 1 '-0° GRID LIhIE � �� I Innar i? nnf RakA C') atail (r� �tanriir�o� ��?a� m ��I� o �` �� + ! , 5" SEAM�ESS COPPER GUTTER W I�H �OOf 'W� � `OI�e V � {� �� r N 5" SEAMLESSTf1ANSFERCOPPERGUT7ER DOWNSPOUTS � 9 � � q RE: ROOF PLAN / SECTIdNS RE: ROOF PLANS FOR LOCATIONS � � 1 E /2 - � 'O RE: ROOF PLANS FOR LOCATIONS I RE: ROOF PLAN ( �'uEGTIONS COPPER DRIP EDGE FLASHWG � � � ! - COPPER DF21P EDGE FLASHIRiG 2 •� � � � � � � ,� 2 2X8 WOOD FASCIA W! KERF CUTS � � � � ALL STANDWG SEAM ROOFS YO BE PROTECTED � � ! 5" SEAMLESS COPPER GUTTER W ITH O� ` ? 7j1� � '5 � 2X8 WOOd FASCIA W/ KERF CUTS THROUGHOUT WITH SNOW FENCES PER MANF. � �' � '� t-� �� RE ROOF PLANS FOR LOCATIONS � 3� SEALANT � I WORKING POINT .,-� � � 2X1O2 WOOD SUB-FASCIA W/ KERF CUTS b ' SN W FENC S P R MANFFRE OMM NDAT(ONS RECQMMENDATIONS PER ROOF PITCH AND - �� ; 2X12 WOOD SUB-FASCIA W/ KERF CUTS �� � ��� RE: RQOF PLAN STANDING SEAM COPPER RIDGE CAP � , ; ' � ; STANDING SEAM COPPER ROOF , � ' ' �/ 12 °�'� ��. � �o � � � � �� o � � v o � � � �_ � .e...' ; . t -+- ! , ; RE: SPEC COPPER t7RIP EDGE FLASHING � � � - ,-i i : _ -� - ' . -I j i - -7 'Z � o � `2 ,� � , , ; , , ; • , STANDWG SEAM COF'PER ROOF � '� , , : �, f , , WCOR ICE AND WATER SHIELD - PROVIDE � ; i . . � � ' i . � � i , f � i i i i , , i � A� . I � "^�, --' -� -i -*� ` --� i'�' --�- -' , ' -� -- - � ; , -�'- i� `� - , `" ---j -+;- -} - RE: SPEC a.•� - ' �- � - -'; I � ; i i ' __ t 60UBLE LAYER {50% OVERLAP} FOR FIRST 2X8 FASCIA � . . � �,..r " , m.m,,,; i ; i i i I i , ' . I i I . . . + _ . � . � i _' ,� � � ; ; � ! ' VYCOR ICE AND WATER SHIEL6 - PROVIDE ,s�" � i ! ! ' ' ' � � ' 4' OF ROOF ABOVE ERVE ? - - -�-' --?-- - �� � i ' , i • � ' ^- � : ' � � i � i � � i i i ' i � i RE: SPEC � ' ' � SYNTHETIC SHAKE RdOF ,s�°' °�s ! � I , "°�. S7ANDING SEAM COPPER ROOF ! i I i i i ! ! � � '; ' � l i i I DOUBLE �AYER (50% OVERLAP} FOR FIRST 4' ,o..�^ "°� ' , , i �. � � , . , : : : . ; i . i ' ' � � ' � RE: SPEC � � ""m : . � . i - � ` i i . � i " - . �'�" .,`o, � RE: SPEC � i i i � i j ; i i k I i ; I ! i ' c � i i OF ROOF ABOVE EAVE . ,�+" i°"�" � - - '--�-- -�- '�--- -� - - -� � � - - --'- -t--' - - -`' - � - -- � � . . � : �� �- � . ~ '°.�, .m�° , i , , � . . . - ' � -- - -- -- - - - - . .. . RC � .. . . . . . . ;-- - - +-- - F - --,_ .- ---�-- - i -- , � ' --+- "°� I I .- • ; i i I ; j I i {��1 i i i 1 i i ' i i � _ ' � _ ' RE: SPEC I i i : i i . i i 1/2" PLYWdOD GLUED TO TO i ; ,,..r� � ; � i i ; ; i , : � I � ! � ; VYCOR ICE AND WATER SHIELD - CONT. --- -;-?- -t -T-- -�i -t * -f-!- -� -� -- --+- - -� -- '--�-� - ---t- � 7 �- �" � _ ` _ i y �T - � -�-*--- --'---- �- -+--�-- -� -- -� - -- ' --I-i__ � -i � �_ �_ 3" CONTINUOUS RIGID FOAMP � I I � . , , . , , , . ; , _ � - -' � ! ; � i ; � ; ' ; ! : ' , j ; : ; i i OVER RIDGE --�- -1-i-- ' -+ -i--F - -- _+-..:_ I--F - 1 - - -a- - ' -+ -- -- - --+-�- -�- - - �- � - i!2" PLYWOOD GLUED TO TOP LAYER OF i - ` - � � --- - - � I � � - � -- -� ` -- ` ; _ INSULATIOtJ PANEL R-15 +/- - - 2 FTER � 2A" O. . WIT R-47.5 � : ' ' � : i I , i ; i i i 7- - � i 1 � i , i � , ' - ±- . _ -: , _' , ; _-*_ _- PEC O� � i 2X1 RA �, C H -- +--- -! --i---- -�- - '-- -- � �- �-- - � - - - : ---t� .. _._ ' --+- ---;- ---?- - j- - -t--- �- RE: SPEC i � : � � i . � : i � , 3�� CONTINUOUS RIGID FOAM � ' i � ' � I i i i i � , i i RE' S I � , ^ I ; F ` . I i ' /'� +/- BLOWN IN CELLULOSE INSULATION . ' i . i i ' I j fi � � ! I �- I ' � i . -�--+ -- --i-3- ` - � --i---�- - ` -t- -'- -i- - --'-t -`• � -�-�-- - -E-- - ' - . . ! ! ' • ' ' ' ' i I � , � � C- � , , � , � , i INSULA710NPANELR-15 +l- _. _ '�, j �_ _ _ _ _T_ _ , _ _ _T _ _ _ _ _ __ _ _ �_ __�_ _�__ _ _. (3) 3° CONTINUOUSRIGIDFOAM . � i__ �_ L,J . I I i i . . . . 1 : I i � f i � . i i .-i- '' f c i t -- I . � .r� f . � . i RE; STRUCT./SPEC. ; I i i I , i � , ; i ; i � � ; j RE: SPEC i i . T i I � I 1 iNSULATION PANELS LAP SO SEAMS DO �--- - _. . : i I ; _ _ !_ ' _ i -- :- --+ --� --+ 1/2" PLYWOOD GLUED TQ TOP LAYER dF i I i 1 I i i i i � � � � i � .... -`t � -t-- -`i-- - � �* � � ---'�' ; ; '- --� - , i i : i . . � ' i i � � I ! i ! i . � I i i � � i � NOT CROSS R-45+1- . . � . � ' 4" INSULATION PANEL WITH 1/2" PLYWOOD SHEATHING i ; f i � , ! i I I i ; , ' 3" CONTINUOUS RIGID FOAM ! � � I � i ! ` � � i f i ! . I � i ! i ; � ; , � 3 � , ; �� , `s � i i ': ' �� � � ' � , : : . ; ; ; i i i � . i ' � � � i ' i � � � � � i I I . I i ! ! i ! ! . � '- -�- - - --i�- i -- - - -i + --; --T_ �-._ � -1--i- RE: SPEC � � . . - - --.--r- ( GLUED TO 3.5 CONTINUOUS RIGID FOAM INSULATION � i ; � ; � i i � ; � � , i j ; i ; INSULATION PANEL R-15 +/_ - " : ` i � � ; (3} 3" CONTINUOUS RIGID FOAM �� " � i ; ? � ; i � i ' � ; j ; ,` « i ' t �i" � ; ' -t- - -+- �--- ' � - -, -- ; - - �- _ . , ; � � � , � ; ; � , � � � f , ; , � CONT. 1X WITH CAULKWG BEHIND , � , ' • : PANELR-17.5 +/- i � - --i j- --!-._ -- -�-- -�- --'--- --fi--- � � �- ;- RE. SPEC - -- - -- - ' -- - - - ' , f ! _ I � , , I . � � , I I I � ' j , i : � - --?-- ;--f-- � - -*- �I-- ; - , --j- -I--; i-?- t :� i ; -� i i � INSULATION PANELS LAP SO SEAMS DO . � � - -`- - - - � _ ' : : °°� � ' ' , RE: SPEC : i i i i i � � . ; � , - --- +-- -�- --� -• -'--- - r--�- -' - �-- - - 1-- � }- -�- -- -F- - - � � -- -� + i -i-_ ' _y _ :-- j -+--• ��s ( � - , � . ; , ; , ; t-i -- � - F_' . , � � � , -t NOTCROSSR-45 /- : ! - - r - - T � - I �� � � ; � , � � 1 � + � � - I � r • ` t ' � - 3D# FELT UNDERLAYMENT . i . . ._. --� , ; . , i i i I � 1 � i i ' E. SPEC i�-- -- -' T"' s,� . . . ; ' VYCOR ICE AND WATER SHIELD - PROVIDE DOUBLE � � � - -' -�- , � `4�� -} , -- � -�- -- - , (3) 3" CONTINUOUS RIGID FOAM � �,� f � r y F . . , ; � � ; � . ` ', . i 1 i � � ! � i � ' i � � I � � -. i ., o � � ' ' ; , INSULATION PANELS LAP SO SEAMS DO - - -I- y - - -- - �r/' _ LAYER 50 % OVERLAP FOR FIRST 4' OF ROOF � ' ' ' � ' ' � � � i i 2X6 T&G DECK RE: STRUCT: . �--+- , _ . � ) � : , ; . � i . , i . • , , i . , , � ... . . .. ... .. . .. . .... . . . . ,. ...,, ....� : .. .�. _.. _... � . . .. . ' . � - �-.... , .� - . .. ....,. . � . ..... .. . . . ... .... �. � � � � � � r -� . ! ! . I . ; � . � � I I _ ... , . ... . .. . . ... _ `-�.. . �. ..;' X6 T&G DECK RE: STRUCL � . / , . 1 . , � NOT CROSS R-45+/ , ._. . .._ � . . ...�._ :. . _ .... , . . _.. . : . . ... .: . , . .:_......, ' _ .. . . . t 1 , ,..... .. . - _ ABOVE EAVE -- --- _� _ __. ...... .. : .... . .. .. . ... . . _... ; .... _:; ...... „ ... : , . 1X6 SPACER BTN! DECKING AND �.; v: . . -t--- . , . . .... _ _. _ ., ... . � ... . , . . ..,., . ..._..... . . : � . . . : __. . . . � � i ..�. . . ' " ".. . ....... . ....... . . . . . � . . :-. , . . . --� . . _ . I i � i ' ' ' � ' . ' . . . . , •- . i . . . . : � ,......_. . . .,. .... . ._. ... . . . . . ..... . . . . : . .,. ... .. . �,.. . ........ �..- : _. ..._., � ' �. .�:: , ... _._.._ . . � �:' ..........:'... �. r ::',..... ;,- � ' �- - ' �..� i _ . RE: SPEC . - ' .,. , . - ' � � f J . , . . . , � • i � ' ; ' � . i . , i i i . RE. SPEC . . � . � . � � . . . � -'-} J _ � � , i , : '" : 1X6 SPACER BTW DECKING AND F �.7 ,o,.s �� ELEC WIRING SEE STRUCT. FOR �� � T.�. P�TE ..._ . . � n� I .. . . � - - - - 2X6 T&G DECK RE: STRUCL PLYWOOD CREATES SPACE FOR ELEC. I ' �,,, .�" O � v K j`'f j -�- � % / � , WIRING RE: STRUCT, � � � 1/2" PLYWOOD SEE STRUCT. 3 �, ; � i • RE: ELEVS AND SECTIONS ; � � / � 1X6 SPACER BTW DECKING AND , �"" �- ' �^ �� X i , , - EXTERIOR INTERIOR je.. r GLULAM RAFTER RE: STRUCL ` , Y' � - � � � ,i PLYWOOD CREATES SPACE FOR � � re '' 2X BLOCKING PER STRUCTURAL � � 1/2" PLYWOOD RE: STRUCT. KNIFE PLATE RE: STRUCL ; ' , _ � � ' I ELEC. W IRING RE: STRUCT. ' �`" . � _ DRAWINGS . . d� - 3 1 /2�� . ' y , - � 1 O O 1!2" PLYWOOD RE: STRUCT. � , ::' O' - 1 1 /16° 2X BLOCKING PER STRUCTURAL ': ' � { ( _ _ ( � . . � DR4WINGS _.. � .�_ . � 30 # FELT UNDERLAYMENT GLULAM RAFTER RE: STRUCT. - GLULAM RAFTER RE: STRUCT. 1X FINISH BOARD , `� SNOWCL PSO HROUGHO T SHINGLE ROOF RE: SPEQ � I KNIFE PLATE RE: STRUCT. O' - 2 3/4" 1X FINISH BOARD ;' T.O . STEEL BEAM i li' 'I !""� i � � M axa �uF-rER TAi�s arracHE� ro T.O. STEEL BEAM ' RE : ELEVS AND SECTIONS R ' WOODRAFTERS@32" O.C. � I O O I RE : ELEVS AND SECTIONS ALLTHREADWELDEDTOSTEEL CONSTRUC�IOIV i RE: RcP T.O. STEEL BEAM o� - 2 3/4" FROM GRID TO GL OF BEAM ' WEB BOLT STEEL PLATE TO ALL DOCU MEN�"S � 2X6 V-GROOVE DOUG-FIR T&G ALL THREAD WELDED TO � THREAD COORDINATE W ITH ISSU@ D�$@ O��O��ZO 1 O i � DECKING ALL SOF TS - STEEL WEB BOLT STEEL ' 1/4" STEEL PLATE HOLD EDGES OFF Y f-d� RE: ELEVS AND SECTIONS u�HTiN� �a,vou-r SEE 12/A6.1 FOR WALL ASSEMBLY INFORMATION I PLATE TO ALL THREAD Drawn b _} ----- ' � � OF I-BEAM FLANGE BY 1/6" +/_ � - Checked b �g ANEL- ROUTER OUT 1 " RIGID FOAM P y i� � � i ;:. _ : _ '� _ _ _ _ _ _ __ _ _ _ _ ING FOR UPLIGHT WIR i ' - �^► 4 STEEL SHOULDER I-BEAM RE: STRUCT. : 1!4" STEEL PIATE HOLD EDGES OFF OF SCBI@ � � �2�� = 1 r-V�� I � , BEAM BY 1/6" +!- AT INT. ONLY O' - 3�� :" WOOD SIDING RE: ELEVATIONS FOR LOCATIONS AND EXTERIOR INTERIOR I I - TYPE ' STEEL SHOULDER I-BEAM RE: STRUCT. - � - STEEL WINDOW STEEL RIDGE I-BEAM RE: STRUCT. � STEEL WINDOW 0� - 3., et� � ls s ' �- i. . . . . � . . � . . P . . � . . � . . � . . . . . . � . � . . � . . . �w� . . . . . . . . . . 4.� � . . . � � . . � . . . . � . . . . � $ 4 T ica { lJ er Roof Eave Detail 3 T ical Lower Roof Rid e Detail T ical Lower Roof Rake �etail � T ical Lower Roof Eave Detail � 1 1 /2" = 1 '-0" 1 112"' _ '� '-Q" 2 1 1 /2° � 1 '-0° 1 1 /2" = 1 '-0" � . � . N , , � � , � I ; __ . � _ _ _ _ _ _ _ _ . _ __ , _ - � � 6 GRID LINE � r _ . a - - _ � _ ; LAP WALL PAPER OVER BITUTHANE FLASHING ` � � � GRID ; I SEE 12lA6.1 FOR WALL ASSEMBLY L I N E W FORMATfON LAP SELF ADHERING BITUTHANE FLASHING ,: II . _ • GRID � RE: ROOF PLAN / SECTIONS OVER COPPER WALL FLASHING ' I °° •: a" . a< � - 0' - 0 1 /4" LINE GRID MEMBRANE 3'-0AABOVE GRADERU�P WA� P 2 i LIIVE COPPER DRIP EDGE FLASHING I AT ROOF AND DECK LOCATIONS � � �_ RUN C4PPER FLASHING UP WALL 1/2" EXT. GRADE PLYWOOD SHEATHING - US M81I OIIIV: P. O. BdX Z37S 2X8 WOOD FASCIA W/ KERF CUTS I RE: STRUCT. t LAP WAL� PAPER OVER BITUTHANE FLASHING Physical / Fedex: 210 Edwards ALl STANDING SEAM ROOFS TO BE PROTECTED ; I VIIIBg@ BIVC� , Bldg A Suite A103 � THROUGHOUT PER MANF. RECOMMENDATIONS ICE AND WATERSHIELD CONT. UP WALL 2X6 FRAMING WITH R-20 BLOWN IN SEE 12/A6.1 FOR WALL ASSEMBLY INFORMATION Edwards, Colorado 81632-237� 36" MIN. RE: SPEC. I - CELLULOSE INSULATION 2X12 WOOD SUB-FASCIA W/ KERF CUTS Q � �I _ (970) 926 4301 , Fax: 926 364 �.a � � � � � SYNTHETIC SHAKE ROOF ; I LAP SELF ADHERING BITUTHANE FLASHING , hans(c�berglundarchitects.com , STANDING SEAM COPPER ROOF � 2 5/8" GWB OVER COPPER WALL FLASHING - WWW . b2fgIUIICI�fCh1�@C�S.COI71 , L4P WALL PAPER OVER BITUTHANE FLASHING Z - - - _ RE: SPEC � I , VYCOR ICE AND WATER SHIELD - PROVIDE GRID 4 � � � _ MEMBRANE 3'-OAABOVE GRADERU�P WA� p AT ROOF AND DECK LOCATIONS DOUBLE LAYER (50% OVERLAP} FOR FIRST4' I _ ( LAP SELF ADHERING BITUTHANE FLHSHING ' I OF ROOF ABOVE EAVE �-� � E do� RUN COPPER FLASHING UP WALL i/2" EXT. GRADE PLYWOOD SHEATHWG OVER COPPER WALL FLASHWG • � � RE: SPEC � � . STR . ,,�- RE UCT ', - - - -- --- -- -- --- -- -- 1/2" P�YWOOD GLUED TO TOP LAYER OF ,�o '�i ' � _ - «< r RUN COPPER FLASHING UP WAL� — I • -- ' . . ' , _ 3" CONTI GID FOAM � GLIUED OT9 5" C NTINUOUS RIGID FOAM INSULATION ICE AND WATERSHIELD CONT. UP WALL � — 2X6 FRAMING WITH R-2d BLQWN IN fdUOUS RI - -� - �� - -� � 1- �l �� - � INSULATION PANEL R-15 +l- ,.�"° - - 36" MIN. RE: SPEC. CELLULOSE INSULATION ANEL WITH 1/2" P�YWOOD SHEATHIPIG O SEE 12/A6.1 FOR WALL AS5EMBLY INFORMATION RE: SPEC � PANEL R-17.5 +/_ I I i ' . -- - --- - � -- - EXTERI6R � �. _ _ RE: SPEC _ ���, � SYNTHETIC SHAKE ROOF ` ' ALL STAN6ING SEAt� ROQFS TO BE PROTECTEd , � ' � ; f � (3) 3" CONTINUOUS RIGID FOAM �r � � , ' ' ,� ,L � THROUGHOUT WITH SNOW FENCES PER MANF. � INSULATION PANELS l.AP SO SEAMS DO �r� i _ � ` RECOMMENDATf4NS PER ROOF PITCH AND � - ---� NOT CRQSS R-45+/- �i HANGER RE: STRUCT. � � ; 5/8" GW6 .� � '- SNOW LOAD5 • - -- � 2 .5 �- '� .� �°'""� ' .- "`.... . :.: :::::�`.':.: '',:.:- ,.. :,_... : ; ,_ ;.. . ` . ... ... - 2 6 T�G DECK RE: STRUCT. � � � .. �� . .. .. . . .. ... f. .. .. .�.......• � � .. ....��.... .. � . . . .....� .. ' . . ' . :: � � Y , i . . ...,. ..�;::. ..,.__.._....�' :: :_.... .,. _ _... ',: ,.....,..._,.._.' :' :' _ f , . .. .. . . .. . .... ...... . . . ' . ......... _. � _ � _ _ � �_t STANDING SEAM COPPER R04F �� + �� ; ; - . " � 1X6 SPACER BTW DECKING AND _ ._ ... _ _'_ @ ' � 4" INSULATION PANEL WITH 1f2" PLYWOOD SHEATHING �. �' RE: SPEG ! PLYWQOD CREATES SPACE FOR ELEC. d� � . � GLUEd TO 3.5" GONTINUOUS RIGID FOAM INSULATION a .�' � ' � - THROUGH BOLT TO STUQS RE: STRUCT. � � VYCOR ICE ANd WATER SHIELD - PRdVIDE WIRING RE: STRUCT, � _ _ _ _ _.L . �„ � . PAfVEL R-17.5 +t- .r� i � ! - 60UBLE LAYER (50% OVERLAP) FOR FIRST -- i d""� ' -� /� e°' ,„�" � E 1 RE: SPEC � .a°°' _ � ; ' - EXTERIqR :: I INTERIdR O" , I I =m� s.�° `t - - - i 4' OF ROOF ABOVE EAVE �,. � 2X12 RAFTEftS RE: STRUCT. �, � � I� � f : �� � � ' RE: SPEC 1/2' PLYWOOD RE: STRUC7. - � -�- - f ; HANGER RE: STRUCT. � i i � - - - - - -- � ' E � tf2" PLYW6Qd GLUED T4 TdP LAYER OF ' i °°� � 30 # FELT UNDERLAYPvSENT . ; , � ' � ' . -- -- - ^ � : , _ 3" C6NTINUOUS RIGID FOAR4 C'aLl1LAM �AFTER RE STRUCT - - -. ' � , I � , � i i i I i ' _ -f- - I 4X6 RAFTERS RE:STRUGT. � , E � ; i , 1 � _ INSULAT{QN PANEL R-15 +I- � _ 1/2" PL1MrO4D SHEATHING § ,rn ' � ;-- - i . � ; i v� Y�'� � k V i _ RE: SPEC ,` � ! ' ` ' ' � ' ' 3 3" CONTINU6US RIGID FOAM � �' _ _ , { } HANGER RE: STRUCT. ,_ E _ _ � _, ' � ! INSUL4TI6N PANELS LAP 50 SERMS DO ', � _ _ 2 i � � ' � � ' ' � NOT CROSS R-45+/- _ �_ 2X6 T8G DECKING l :�' �- � � � � �_ i i ` � , , � . - . . . . . . . . . , ' , I .. � + i ` - � . ' ; RE: SPEC ... - . - i , -. � . ..� � � � � , � ; , � . � : � ., VERTICAL 1X6 CEDAR SIDING � � � � ; , � ,,,.� � _ � � ' ' '-- 30# FELT UNDERLAYMENT .�- � : . 9 - _- , ; , , _ :� � ,.. � , ; , _ i ' �� '�� � r ' 2X6 T&G DECK RE: STRUCT. - , � i ' i �. . ; ' SEE 12lA6.1 FOR WAL� ASSEMBLY ; E , � � � _ 1X6 SPACER BTW DECKING ANd ,; � INFORMATION I ! - 2X12 RAFTERS RE:STRUCT. � � „i• °'r � " PLYWOOD CREATES SPACE FOR E � - �� / ��''�'"'� � DROPPED CEILING , _, - � s � � e,,.• � _ ELEC. WIRING SEE STRUGL I _ _ � � � i � _ 1/2° PLYWOOD SEE STRUCT. ;�� � _ - - GLULAM RAFTER RE: STRUCT. 1!2" EXT. GRADE PLYWOOD - � -� I SHEATHING RE: STRUCT. ' I _ � � � ' _ ==` B � — 2X6 FRAMING WITH R-20 BLOWN IN I _ CE�LULOSEINSULATION ' � � � I e � � INTERIOR I - � - - - - • ' . - - - - - - - - - - - - - - - - - - WOO I-JQISTS RE: STRU � � o /t , \ � / -\ � .': I ,. / \ v /�� INJ" IO��R� ,--� .. - � STEEL I-BEAM RE: STRUCL \ �---,.,/ _ LVL BEAM RE: STRUCT. � y �('"-'� � � � V Y Shingl � R�o� t� �/all G�nr� ection � �lVo�d - --- - - idin bove ara � . _�� 1 Shongle F2�of fo i�/all Conn�cti�n @ !/liood 1 1 /2" = 1 '�0°° ° � 11 Loenrer Roof Ra � C3et� il Ab�ave Kitchen � a Siding Abav� ���nrd � r l L� undry F�oc�rn . • � 1 1 /2�0 � � Po�ea 1 1 /2'� = 1 '-0`A t� ndin �a oof t� all or� ��cti�n G�ziD � 1 � VVoc�d Sidirtg � 1 1 �2n = 1 �aoee 6° STONE � j - -- SEE 12/A6.1 FOR WALL ASSEMBLY O� - 1 " � --- ---� INFORMATION a � " � � t �.-sF{� � ,::' � � - /'?\ �'J - LINE f � � ' , • � , ' ; -' 30# BUILDIN� PA�ER EXCEPT PROViDE W.P. ' _ �' ' LAP WALL PP,PER 4VER BITUTHANE FLt�SHING � ,` MEMBRANE 3'-Q" ABOVE GRADE, UP �lALL ' 'r � � --t- ' AT ROOF AND DECK LOCATIONS � � � 6" STdNE VENEER � -- ;- I '1 1/2" EXT. GRADE PLYWQOd SHEkTHlNG 5/8" TYPE X GW6 LAP W,4LL FAPER OVER BITUTHANE FWSHItdG ` I _� � � RE: STRUCT. - I -} LAP SELF ADHERING �lTUTHANE FLASHII�G � — - SEE 121A6.1 FpR WALLl�SSEhhBLY iNFORMAT16Pd OVEtd COPPER WA�L FLASI-IING 2X6 FR,4MING WITF! R-20 BLC3Wh! Ih! — AIRSPACE (- � � _ CELLUL08E (NSULATION _ PROVIDE PLYWOdD IN ADDITIOf� .C`.�E�ID I� --- I _ � - � c�'�v 5/8" GWB TO QRYWALLAS REQ'D. RE j + ' � � -� FRY REGLET REVEAL BASE. STRUCT. O� - 0 1 /4° �� � � � LAP BELF ADHERiNG BITUTHANE FLASHIPJG � — O� PROVIDE DRMB-625-REVEAL WITH - _ OVER COPPER WA�L FLASHING -, RUN COPPER FL4SHING UP WALL -'- ! ANODIZED FINISH 0 - - � : i - - � - Q - _ 30# 6UILDING PAPER EXCEPT PROVIDE W.R , i ` _ �c . �� C L LOS I SULA ION MEMBRANE 3'-Q" ABOVE GRADE, UP WALL --± TYP. WOOD BASE 2X6 F G R- O IN , � -- AT ROOF AND DECK LOCATIONS ; _ _ INTERIOR -� � ; INTERIOR 5/8" TYPE X GWB SHEATHING ' ,: . ICE AND WATERSHIELD CONT. UP WALL �- 3/4° WOOD FLOOR ATTACHED __ . 6" STONE VENEER RUN COPPER FLASHING UP WALL ` -- , 1/2" EXT. GRADE PLYN/00D SHEATHING 36" MIN. RE: SPEC. ; ; T6 PLYWOOD BELOW - " INSTALL PER UL 305 LAP WALL PAPER OVER BITUTHANE FLASHiNG - , `` I � � RE: STRUCL � � _ ' SEE 12/A6.1 FOR WAL� ASSEMBLY WFORMATION � SYNTHETIC SHAKE ROOF --{ - ° "'--- � """' � T. . PLYWOOD _ �`-�_,� ; ! -L -t RE: SECTIONS / PLANS 1 I • I ICE AND WATERSHIELD CONT. UP WALL - — 2X6 FRAMING WITH R-20 BLOWN IN � 2 as � , - _ TYP. WOOD BASE SURFACE MOUNTED ; 36" MIN. RE: SPEC. '" . CELLULOSE INSULATION 3 p --}- LAP SELF ADHERING BITUTHANE FLASHING : ( _ I � � I � I ' , 2X6 BLOCKING BUILDUP RE: STRUCT. , • SYNTHETIC SHAKE ROOF " 3/4" WOOD FLOOR ATl'ACHED OVER COPPER WAIL FLASHING - - � � - 30# BUILDING PAPER EXCEPT PROVIDE W.R 12 ;' S/8" GWB ' ' TO PLYWOOD BELOW � � � MEMBRANE 3�_�" ABOVE GRADE. UP WALL 3 � � � - /' FLOOR JOISTS RE: STRUCL I '- ' ' I , AT ROOF AND DECK LOCATIONS ' r /° _ 2X6 BLOCKING BUILDUP RE: STRUCT. � ' � �, T. O . PLYWOOD RUN COPPER FLASHWG UP WALL ` , 1/2" EXT. GRADE PLYWOOD SHEATHING � Z�v / � "' ' ' ' - ==" " ' " ' ( N ..�� 1/2" PLYWOOD SHEATHING � ' �" ' ' ' .... _ ..� .. , .. ._.. ... � , , . .._... . -.. . .._;.. . :. . _ . RE: STRUCT. , r _ ��� ' _ o � °'° - RE : SECTIONS / PLANS - .,.i � 2X4 SLEEPERS s _ , � ' Revision ICEAND WATERSHIELD CONT. UP WALL I 2X6 FR,4MING WITH R-20 BLOWN W a„� o � " 36" MIN. RE: SPEC. CELLULOSE INSULATION ..�°" / I - - 2X6 T&G DECKING : 3/4" T&G PLYWOOD RE: STRUCT. NO. D@SCCI�}t1011 R@VI$IOCt Dc'��@ I �=.( s� .�'° V2" PLYWOOD SHEATHING � , / , o , � -- f � - •�� . " ONT UOUS SYNTHETIC SHAKE ROOF -. � _ 5/8 TYPE X GWB C @ .. . _ , _ , , , _ „ ' � , 2 X 4 S L E E P E R S j 1 I , ' :' z •, F LOOR INTERSECTION fN � 2 ; - - ` 5!$" GWB 1 -- : - . , � '� ' - _ 11 7!8" WOOD I-JOISTS @ 16" O.C. � � 4 � � `. . ., _ � : R . REVlSED BUIL�iNG PEFZ T SFT ° � ' 2X6 T&G DECKING ' i , E' STRUCT _ _ / J --- �- -�- - HANGER RE: STRUCL - � � �' � n � � � �� I- — R-50 BLOWN IN CELLULOSE INSULATION � � , � rt - � � : . .: asio5i � o �,. - Y I - - ---- - � . - CHANGES ARE SHOWN � �,s -- ' HANGER RE: STRUCT. f +-- 0 ` B<JBBLEC} ,�s `� ' I � � �' I 1- - - - - - - ' - - - - - - - - ; : -+ - �' 1I2" PLYWOOD SHEATNING ' ' ' ' �- , . , ' , , , . ` ' -' ' DR C CALLED O�T � IF�� F�TE� r�°pO. - ---'- ' ' � ' 4X8 RAFTERS RE:S STRUCT. ' � ASSEMBLIES � , �� _ _ - : � � (.L! 0 " pROVIDE 5/8" TYPE X GWB CONTINUOUS � �, � 2X4 SLEEPERS � FLQOR J41S7S RE: STRUCL _ �_ 30# BUILDWG PAPER EXCEPT PROVIDE W. . O � " - BETWEEN JOIST AND CONTINUE T6 66TTOPVI NOT��' F�EVISEC� SFbACII�IG � J � - - � - -' MEMBRANE 3' 0" ABOVE GR,4DE, UP WAIL - t OF SHEATHING J , I 2X6 T&G DECKING � I � : AT R06F AND DECK LOCATIONS ; O 1 ; ', PRO K NG AS N �D E� DETAI 7 ��� , 1 _ � �' COPPER FIASHING = � 5/8" E X B ( I 4X8 RAFTERS RE:S STRUCT. �- Q VIDE BLOC I ECESSARY � .. � / I � _ � � l � �/ . . . . I _ � •_ . _ � . � . . � 1 � . . . � . — _ -_ . � _ . . ,-� --- - � �EVI�ED �IJIL�IRIC �EFtMiT SEi� THROUGH BdLT TO STUUS RE: STRUCT. I - -� - -'': �y O �JIiOI 'S � •, '' � ;' �� � � ' PACK OUT FOR PA EgATTA�CNfNEN�T� , � II /,� � @ D� � 9� C� � � II , I � - I - -j - STEEL I-BEAM RE: STRUCT. � 9 1 PZ - 1 °� GE'�A�GE� AF�� �NC}WC� B� ��L�� f -- -- ; -- �-- 30# BUILDING PAPER EXCEPT PROVIDE tN.P. -- --� -- � f - _ �' MEMBRANE 3'-Q° ABOVE GRADE, UP WALL T - I�EV�SE� EX��RIC�R II�I.�`S� Lr4TBC�� ( � 4X8 RAFTERS RE:STRUCT. ' > AT ROOF AND DECK LOCATIOPJS GARAGE DOOR AND TRACK PER � � -- --�-- _ SPECIFICATIONS 0` - 1 3/4" � -- - - ,� ; - _ �t,_ i HEADER RE: STRUCT. 1 ,� WEATHER 5TRIPPING - INTERIOR o ^r'1, ,` `? T/,2., Shingle Roaf ta Vllall Conne�tion a� tNo�d -- GARAGE DOOR SCHEDULE � , O� O 3 8° O O � �� � �g � h � (1�� � �QQf �Q yy � � � C�nn � ,(�,t�(�n � �t(� n� 1X1 WOODTRIM � N ----�-- � CONT. PAINTEDTO MATCH WINDOW COLOR3" W X � � � �2 - 1 �V � V eneer 1X4 WOOD TRIM c'> � m 1!2" THICK STEEL PLATE AT 30 DEGREES ANGLE n e o n •= � �j CENTERED AND WELdED TO PLATE BELOW 5!8" TYPE X GWB .f q ee qe fin o � PAINTED TO MATCH WINDOW COLOR 3 1!2" W I 1 I Z = ! -V p } � o X 9 1/2° H X 3/8" T STEEL WELDED TO TOP 0� - 1 " O _ ,� AIRSPACE � ; hin I � i�OOf tO WC`� II �OC� I1eClIOI1 U� � � r�C�e ° STANCHIONSWITHTOPGRINDEDT030 � �� DEGREE ANGIE AND BOTTOM NOTCHED OUT ROVIDE PLYNJ OD DITION � � �2�� = 1 �-��� � WITH A U2" X 1 3/4" SLOT TO ACCEPT T DRYWAL S REQ'D. �`o [� STANGHION STR o T , � PAINTED TO MATCH WINDOW COLOR 1 U2" W X � " 5/8" TYPE X GWB SHEATHING INSTALL PER UL 305 � Q' - � � /2" a o 1/2" T STEEL TOP STRAP ' ( � AIRSPACE ' O PAINTED TO MATCH WINDOW COLOR 318" X 3/8" o SQUARE STEEL RODS WELDED TO TOP AND - - • : BOTTOM STRAP @ 4" O.C. _ 5/8" TYPE X GWB CONTINUOUS FROM CONT. PAINTED TO MATCH WINDOW COLOR 3" W X - FOUNDATION TO B.O. ROOF - ' 1!2" THICK STEEL PLATE AT 30 DEGREES ANGLE PAINTED TO MATCH WINDOW COLOR 4 112° W X 4'-0" N � SHEATHING AT PROPERTY LINE SIDE ,� N � CENTERED AND WELDED TO Pt,ATE BELOW X 1/2" T STANCNIONS EACH STANCHION WELDED TO �i : ti OF WALL m STEEL PLATE BELOW '� '. . <_ - • . . a �� a : ; _ " - , < . < - - � - .----- --�— — PAINTED TO MATCH WINDOW COLOR 3 1/2" H X 1 1/2" W � - � ; - - < a _ _ :�, _ � ,-.,., _ ..... _.______ onin�r�n rn nnnrru w n r mi n[z � v��� w x \ , ' , "$ . �° ' a, - a _ _ - ; — 2X6 FRAMING WITH R-22 BLOWN IN � , - - ' ' � a - " , : 8 � ; s; - •° " CELLULOSE INSULa>TION GRINDED TO 30 DEGREE ANGLE AND 607TOM NOTCHED ca 1/2° T STEEL BOTTOM ��AU� � 1 _ � , OUT WITH A 1!2" X 1 3/4° SLOT 76 ACCEPT STANCHION <- � � , . d ` . < + . ` `6 , e � � e _ 4 4 ° ° � ' � _ " % EXTRA POUR TO SUPPORT WALL ABOVE RE: STRUCT. N � � � �' � �' � g � . ,� ,° : . , • - ' - ; a ' " . � � . % e ' ` � � - ' ,°. - O PAINTED TO MA7CH WINDOW COLOR 1 1/2" W X N � �"� � ��� < , a ap , � � ' , ; , " - ' '; ° � � ° _ ° W.P. MEMBRANE ADHERES T6 CdPPER � 0 d 3!g 1!2" Y STEEL TOR STRAP �, � g ' ' , � ; O� - 1 1 /2°a0� - 6 1 (2" �s� � � FLASHING WHICH EXTENDS OVER EDGE � �`� � � ;a ,_ a ,�° „' ° •, Q '_ a : , , , a , _ DOUBLE POUR COfVC. SLAB RE STRUCT. SQUARE ST�EEL RODS �WEGL EDOT6 TOP ANDlB � WITH A P EDGE A OWN �� ��� � � a , 6� . - � < <- ' � a ' , INTERI DOOR RE: SCHE6. ` DRf S SH � � � ` d " • , . ° BOTTOM STRAP @ 4" O.C. { � STONE QVER 1/2" OF GROUT OVER 1 'I /2" '� � �� � �� � F " Q ° 4" STONE ASSEMBLY- APPROX. 4" STONE ASSEMBLY- APPROX 2" OF �, a �; � , � a° 'o- ' d ,� 2" OF STONE OVER 1/2" OF 1 PAINTED TO MATCH WINDOW COLOR4 1(2" W X4'-O" H r �, g RUN WATERPROOF MEMBRANE UP WALL MW 24" , - • GROUT 6VER 1 1/2" CONC. a _ q X 1t2" T STANCHIONS EACH STANCHION WELDED T6 � CONC. SLAB WITH RADIANT TUBING � z� � g ^ � � �=° � ' ' .Q SLAB WITH RADIANT TUBWG STEEL PLATE BE�dW c'� � � £-� � � ° ' - � < , - DRAINAGE BOARD SLOPES @ 1!8": 1 '-0" : — PAINTED TO MATCH WINDOW COLOR 1 1/2" W X DRAfNAGE BOARD SLOPES AT 1/8° PER �": � � `�`°� � �� I N 1'-Q° CUT AROUNd HSS COLUMN �,m � _� `� � � " � '� = 1/2" T STEEL BOTfQM 5TRAP " �--�., � > W.P. MEMBRANE CONT. MIN. 1 '-6" UP � °3 � �� �`� I WALLS AND CONT. UNDER DOOR SILL N r N W.P. MEMBRANE RE: SPEC. RUNS UP HSS ( � _ , , a , EXTERlOR INTERIOR �,-y � r COLUMN TO BASE PLATE ABOVE W. R ,• "a a , a - • , -- 4" C6NC. SLAB ON GRADE WITH W o MEMBRANE TURNS UP 4X4 STEEL CdLUMN " d -'o FL60R RADIANT HEHT 3/4" PLY SLOPES @ 1/8°:1'-D" � � SUPPOftT 3 1!2". INSTALL SEALANT e � RE: sr�ucr. .� -� O S�g `a _ SLEEPER WITH TOP RIPPED @ 1/8": 1 '-0" ° BETWEEN STONE AND COLUMN. � � � _ ' aa • . . . . . _ . . . . . _ . � . I � � � 1'lG. �LO�II P�LP'ifV � . + . e _ � . � � . � � � . . _ ' _ ' ' ' " ' ' ' . . . . . . . � d � ' a °, a . + 'a . . . . . . _ . . ' l ° " 4 . , -a d � . e ' . ' � M N % ' � �, - _ - � i : - , ': � ' Lr - - - ' + � OODT AT 1 -0 , , , - ' ` ' � • - - - RIPPED A 8 PER 1 -0 � �' _ ., � • . - - - . ' ao- .a . .. . , a - - - - - SHI � . . . ' � . n a . . - " a ' . . . . . . . . ' - . . � z . . . � : ` _ . , r ' ',` ,• , , _ _ - a ' - 3/4" WOOD FLOOR AT I RCHED r � - - - <�' 3 M 1! } � . . - _ - - a e < TERIOR `_,' � ° �� _ 70 PLYWOOD BELOW r _ � rt � - - - - � t i, ' . . . . ,� . a . Qe ` ..a P d ' � ' :! . ::` ' ,', . . . . . . . M . . . L(? � � �� � 1 /l . . . . , . . . . > , . . . '. ' ' .:. . . . . __ .._... . ,. . . . ._. ._ ..._ . . . . N � . . . . tl' . . � ,.�� �_ti, . � . . . . . � . . ` , W , r , . ::. �..: : .:�- � � � � ,�;' . � � � . . ' _ . . . . . : _ . . . . , . c . . . ' '� � . . . . _ ........- .� . . .. . :::_ '�.. � ° ' . " "" " ` r _' � CONT. 4 1/2" W X 1/4" THICK STEEL PLATE PAINTED � � _.. T (7 PLYWOO� . � � ' � � RE: SEC�iTIONS / PLANS ° { `- I I ° TO MATCH WINDOW COLOR WELDED TO � ` " ! _ , ae- . ; _ , � „ � . , a _� 1 . . _ _�' r ', . . . • 4 . � . . _ ' .` . . . . . . . . ; : . . � . . • J . , , . �t CHI � ` - - - e ,: ' .< a 1/2" ISOLATION JOINT p � -N STAN ONS � ➢� � Y . � 3 _ ` f � !f x �r a ` . � ; " . . • '. ; o j j £: i' � a, e . � . � . . . � _ _ � ( � ( , � ! � .3� a ?� v . +,-. t : , � � = - : - • ll � N 3 1!2" L X 3 1/2" W X 3!4" T STEEL PLATE PAINTED � � c_. _ �r` <`' ` �` ' - W ' a - - 4" GRAVEL BED UNDER CONCRETE SLAB a a° n. : ,' � � PER SOILS ENGINEER 3/4" T&G PLYWOOD RE: STRUCT. M r O � �' ° "' - — � RECOMMENDATIONS/STRUCL � M TO MATCH WINDOW COLOR LAG BOLTED z _ I ( THROUGH TO END OF GLULAM r'^ � ` _ `' d.' _ I � 4 �� * �'° ' a � c; o � •a--- GLULAM JOIST RE:STRUCL $ - c ` "., ,�' , _ � _ .....�. .. . .... ... .. . .._.... ....... .. _ ._ 14 WOO - OIST 6 O.C. RE. STRUCT. _ p .. ........ ... .. .... ... ......... : .. ..... �:. . . : ;::.__.._.... . :.... ... ._..... . , _ CONT. 41/2° W X 1/4" THICK STEEL PLATE PAINTED k _ _ tA _ T.O. BEAYVI � • . ...... ,. . >' ' . .. ......... ... .' .. ....._ N KNIFE PLATE. THROUGH BOLT " r .�,.�` ��° '� . B� � � _ I I WITH COUNTER SINK BEAM TO � � DIJ S@1 " � ' „" "`r STANCHIONS W °�'r CONCRETE FOUNDATION WALL � �� R-50 BLOWN IN CELLULOSE INSULATION � • TO MATCH WWDOW COLOR WELDED TO GLULAM RE:STRUCT. � ^�4���� 6 � -� ; O . ° -' � , — I I RE: STRUCTURAL DRAWINGS RE: SECTIONS I PLANS o O - 4 5/16 � _ I _ � �� I ( � I ; a . , � _ < 4 � a , ; � tl — — — - FLASH NGBWHNCH EXTENDS OV RPEDGE o. ,"� e _ — — { WITH A DRIP EDGE AS SHOWN �' - 0 3!4° � -� 5l16° 4X4 HSS STEEL COWMN ' : � - T.O. CONRETE SLAB � - - - - - `� BEYONDWELDEDTOI-BEAM C NSTRUCTION , < . .. . � .: a . — — : , . _. _ . , O • ' ° ;a a• , e ,'. a . � _� . -� a -a - • — — — , I � - 5/8" DRYWALL � STEE L BCEAM RE: STRUCL DVCUMEi VTS RE: FLOOR PLANS � a - . O; 4' . � ,� a • a e , a — — — N 3 1/2" L X 3 1/2" W X 3/4" T STEEL PLATE PAINTED �SSU@ �8t6 08�Q3�Ga � � ' .'< _ . . \ • " ` — — — ' RIM JOIST RE: STRUCT. •- TO MATCH WINDOW COLOR LAG BOLTED CONCRETE FOU DATIONiFOOTERo- ., ° , � . ,� � - 6� a � ` � �' ' , _ I _ _ ; INTERIOR COPPER FLASHING CONT. UNDER DOOR SILL M O O THROUGH TO END OF GLULAM D�aWn by �� • m -, �,- a' d GLULAMJOISTRE:STRUCT. RE: STRUC URAL DRAWINGS ^- ' , - � e _ • , a ' , — — — I � - - W/ 1 " LEG CONT. OUT OVER STONE - — — — ( I Checked by � � -; ' , . � .. . ; b •, : — — — — , : < . _ - a __ . : • > — ' ,� _ . _ _ _ __ _ _ _ � __ _ ;.. _ .. . .. . < . _ _ _ _ _ _ . . . . ' .. .. , a . ' : " " .a , 4 � � ° ., ° _ _ ' . � � � ' 3 � �2 . . . . . � . . . . .. JCia�P. � � :� /L � �O .• , n � n ' � � ; a, . ' "=� - < 2X6 T&G DECKING RE S7RUCT - . �_ .i. e . ' � ". + , . — . ���� . . . . . _ _ _ 11 ! 10 � . . a� . ' . 'e ' Q . � " d . . _ _ _ . . � . . . . . 2" RIGID INSULATION UNDER CONC. SLAB n ° . :a ; - ' •RE: STRUCT. , • . _e ' -' <a a — — I : � . .—. ;r � , n ,e <. � .e � p � ~ . ' - " . . ' ' d — � . . . . . . . . . � � . . d- . . . . � � . . . . .. . �''�, 4 e"_ ' ` Ci a ' . . V a ;. . ' r] � _ - ° _ �, � " �a ' � a _° � GWLAM JOIST RE: STRUCT. G O , . , — • ' � 6 ' . ti _a ,, • ;° � � � ," W ' <a ' � a `a' ': •da: , ' e; • _ — —_ -- - s STEEL I-BEAM RE: STRUCL ST ELCOLUM RE:�STRUCTEELTOP PLATE WELDSTO ■ — -,. . �� � � etalls � GRAVEL BED PER SOILS ENGINEER ' a . ' ° '- - a q •a a ' � ` Q . ¢ ' ' ; .d" _ , '_ . — — STEEL I-BEAM RE; STRUCL I � ( � — — — . . . . . . . . . . � . . �7 � . � . . . ' , . _ . � ._ a.a.: .e . .. .a `h . _ _ _ . . . I — . . . . . . . . • • a " . . �" e , . � . . . . . . � . . � . . . . a _ _° ' ` ' ;° ° ' e - . - _= � _ _ � - ; _ SEE 12/A6. 1 FOR WALL ASSEMBLY INFORMATION I I �> — — - — — ' � Q � � . � � � 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 � 6 . 3 r . . � T . Founda#iorr Detail Pa Wall 3 \lV. P . Stan � Deck to House 1'ransition 2 W . P . Stone Deck and Railin �e�ail Elevation � W . P . Stone DecK and Railin Detail � v� 1 1 /2° = 1 '-0° 1 1 /2" = 1 °-0° 1 1 /2°' = 1 '-0° 1 1 /2° = 1 '-0° =' � t _ _ _ _ _ _ . . _ ,.. _ _ _ _ _ _ _ _ � � . � � e � � . � � � � � _ _ , — , 't _ _ _ _ — TYP. DOOR HEADER RE: STRUCT. I _ - - _ US Mail Onlv: P. O. Box 2378 i - Physical / Fedex: 210 Edwards ' -- o' - 3 1 !2° - Viilage Bivd , Bldg A Suite A103 ' _ ; ° Edwards, Colorado 81632-237E 'i ;��; - va• 000R sHiM sPace (97Q} 926 4301 , Fax: 926 4364 � _ _ har�s@bergiundarchi4ects.com � - _ — BLOCKING AS RE4'D BY www . berglundarchitects.com " - POCKET DOOR HARDWARE _ - PAANUFACTURER - 0' - 0 1 (4" '. " POCKET DOOR HEAD - - HARDWARE �- - DRYWALL TERMINATES INTO :- REMOVABLE DOOR TRIM � _ o � ! 0' - 1 5!$" I i � INTERIOR DOOR TYR � I I I I � 2 i j � � � � � � i . . � � r � 6. 8 Ir�t. Pocket Door Head � � a' - 1 3/4° 3" = 1 '-Q" � . � , � o �'' � �`�' '2' w�4 � ! o � h 0' 038" � � � M� _ : CONT. PAWTED TO MATCH WINDOW COLOR 3" W X � � N _ � 1/2" THICK STEEL PLATE AT 3d DEGREES ANGLE M � _ �y CENTERED AND WELDED TO PIATE BELOW i M � o � ' PAINTED TO MATCH WINDOW COLOR 3 U2" W � 0 o X 1 1/2" H X 3/8" T STEEL W ELDED TO TOP • � STANCHIONS WITH TOP GRINDED TO 30 � DEGREE ANGLE RND BOTTOM NOTCHED OUT � WITH A 1/2" X 1 314" SLOT TO ACCEPT in N STANCHION � � � � PAINTED TO MATCH WINDOW COLQR 9 1/2" W X � cy o , 1/2" T STEEL TOP STRAP � � o � PAWTED TO MATCH WINDOW COLOR 3/8" X 3!8" SQUARE STEEL RODS WELDED TO TOP AND � BOTTpM STRAP @ 4" O.C. PAINTED TO MATCH WINDOW COLQR 4 1/2" W X 4,_0" N X 1!2" T STANCHIQNS EACH STANGHION WELDED TO STEEL PL4TE BEL6W PAINTED TO MATCH WINDdW COLOR 1 1!2" W X DOOR RE: SCHED. m 1!2" T STEEL BOTTOM STRAP � � . . . . . T . . .. �t — V�t.P. MEP�BRANE ADNERES TO CdPPER � FLASHING WHICH EXTENDS OVER EDGE � W ITH A DRIP EDGE AS SNOWN W.P. MEPv9�RANE CONT. MIN. 1 �_6" UP WALLS AND CONT. UNDER DOOR SILL � I NTEF210R � � � �� � . � � . . . . � � � . . 'M . . . � � � � � . '" -- 4" STONE ASSEMBLY- APPRQX 2" OF COPPER FLASHING CdNT. UNDER DOOR SILL � STQNE OVER 9/2" OF GROUT OVER 1 1t2° W! 1 " LEG C6NT. OUT dVER STdNE , CONG. SLABWITH RADIANTTUBIhdG �,,3 RIM JOIST RE: STRUCL — DRAINAGE BOARD SLOPES AT 1/8" PER 1 '-0" CUT AROUND HSS COLUMN 3!4" WOOD FLOOR ATTACHED TO PLYWOOD BELOW . . . . . . . . CV . . . . � o ....... . : .. . .... . . . . . . ...,.. . ,. . _. . .._. _ T.O . PL`�WOOD _ � .. .. . . � RE: SECTIONS / PLANS . . . . . . . . _ _ !- 2 • •� . � Y .: Y _ _ Y . � . � ,',. . .. . . . . . . . t ± ` ,t- ' t : . ' � � -I-t % � ." . . . . � - - - -� - - - - - - '� ` ' � - 3/4" T&G PLYWOOD RE: STRUCT. - ; + - , . , , , , , . .. , , , , , . , , _ , � . ,- - . , . . _ � � rs - - .- - - _ - - - - - - - - - - TYP. INT. WALI ASSEMBLY TYP. INT. WALL ASSEMBLY � o �r r f � � � e� F�EVI510N . . . . . . . . . . . . . . � (V . . . . . . . . � . . . . . . . . . . � . . . � ' . � r � . . . . . BASE TERMINATES INTO DOOR — DRYWALL TERMINATES INTO DOOR � R-50 BLOWN W CELLULOSE INSULATION R2VISI011 � FRAME � FRAME � , , _ � � No. Description Revisian Dafe ° V4° DOOR SHIM SPACE � � ` � 1 ' WOOD I-JOISTS BEYOND @ 16" O.C. RE: STRUCL 1/4" DOOR SHIM SPACE _ � 4� � � � - -- ..... ... ... .... .. , .,. ,, ,_ .�. .,., .. ,.�. . , ,,,. ,.. . ,_�. ._„ „ '� . - ... ...... ... . . . . ...... • : , � 'i ,'„ - " �". � * � " .•-' i O THROUGH BOLT GLULAM TO LVL JOIST RE: STRUCT. REVISED BUILDING PERMIT SET .._... � . r . . . ._. .... � , . ,..... . . .,.. .. _... . . •.. . . . ..._. . _.._ - ch - - - - INTERIOR DOORTYP - - � WTER�OR DOOR TYR � � .. . . - : - . . . . . _ , 08l05/10 - _ , , - . _ _ -- o .- � � � � ° o' - 4 5/16° I CHfi�NGE s ARE SNOWN Bl7BBL�� . . . . � � . . �,.� � � . d. � � m er v .. . . . . . __ __ 1 3!4" X 18" �VL JOIST RE: STRUCT. � � � o � o o cy � O' - O 3/4�� CONT. 4 1!2" W X 1/4" THICK STEEL PLATE PAINTED � _ __ INTERIOR ADDED C)ETAIL SN �ET � ' TO PAATCH WINDOW COL6R WELDED TO m � � � - SEE 12lR6. 1 FOR WALL ASSEMBLY INFdRMATlO ' , __.__... . - ,. .. _. .... ... . . .. .... . ... . .. - - -. - °'� GLULAPvI JOIST RE STRUCT - ' ... .. , , ' . . ...... ... .. ' ... .._. .. ' ' ... .. ..... .. - '- STANCHI ONS h! _ _ � N � . . � .. � � � . ' i . � � � . . . _� � . � �� O �„ � - � �� � � � . \ P g � O 4, - � �(�„ 3 1f2° L X 3 1/2" W X 314" T STEEL PLATE PAINTED � F�EVI �'JE� � UILCIB �VC'a F�ERMIT ���! DROPPED CEIL(NG RE: RCP � a� - a � r2�� � Q, _ � „ - - 2 05/20/ 11 0 0, _ � �� Q� - Q 114°` O° - O 1 (4" � THG OAUGH O' E D OF OLOR �G BOLTED --- ����� �� ��� �� ��� �� ����� � c`9 ��VISEC? EXTERIC3� IR��IJLATIt�iV , ���-_f'�`�--� �-�--�-�-�'� � � �t�liv� r�d . t� �e ��k r�� ai6en ����� ����� Ls Ir�t . Dor�r Jar� b � � as� � 6nt. �o�r J � mb � � ryvvall � � ��� = � '_0°' � 3°' = � '-0° � 1 1 f2" = 1 °-0„ GRII� � LINE , , LAP WALL PAPER OVER BITUTHANE FLASHING I - ` SEE 12/A6. 1 FOR WALL ASSEMBLY INFORMATION GRID . I - LINE LAP SELF ADHERING BITUTHANE FLASHING I _ I 2 OVER COPPER WALL FLASHING I - _� • I ,� � i � ; 6" STONE VENEER RUN COPPER FLASHING UP WA�I � � 1/2" EXT. GRADE PLYWOOD SHEATHING t � LAP WALI PAPER OVER BITUTHANE FLASHING ` RE: STRUCT. � � ,.. , I �' � , I ,,.� . .�� ..� ,.r���� ���� � ...,.�r � �� ,.,,, � � . - ' � f -- 2 �qn� yr�� S I-��.{ R nRi nwti �n� � . � � � �c iurav. i rvrt vvr��� r�axrvio� r 36" MIN. RE: SPEC. l:�L�ULU�t IN�ULHI I�N �},7' °�. ; � � I NFORMATION i LAP SELF ADHERING BITUTHANE FLASHING I � _ I � ' � � �+� �� OVER COPPER WALL FLASHING I � �J I 3Q# BUILDING PAPER EXCEPT PROVIDE W.R ': i ( -1-- - 5���� GWg n� � ` ! � I - '_ - MEMBRANE 3'-0" ABOVE GRADE, UP WA�� 6 � � � AT R60F AND DECK LOCATIONS , ' � � � RUN COPPER FLASHING UP WAL� I V2" E?Cf. GRADE P�YWOOd SHEATHING � � � � e� � m� � � _ STANDING SEAt�i COPPER ROOF � � � � RE: STRUCT. RE: SPEC � �� � E � � ' � � � � � � � � VYCOR ICE AND WATER SHIELD - PROVIQE � � � � ( � � � , WEB STIFFENER RE: STRUCT. � � , � ' i ' � ; , � i ! , - DOUBLE LAYER (50% OVERLAP) FOR FIRST 4' s-'° ,�� � � ICE ANQ WATERSHIELD CdNT. UP WALL � �- -- 2X6 FRAMING WITH R-20 EiL6WN IN ; { � ;- -j-� i , i �' - � -� - , � -' � -? OF ROdF ABOVE EAVE �°` � `+� I ` -{--':, -� � + -;� -1 ' , ;- -- - -- -- 1t2" PLYWQOD GLUED TO TOP LAYER OF 36" MIN. RE: SPEC. ! � , ' � , ; , , , � RE: SPEC CEL�ULOSE INSULAYION � � � � � � ' �T_ �� r � .�` � _l. �' � � .. � . I-BEAM RE STRUCT. � ' ' ` , � Y ' PANEL R 15 / . � : ; ; j � ; , , • � - 3" CONTINUOUS RIGID FOAM ,' 5/8" GWB . � : � _ � - -� - ` � �- - - -- -� , , _ INSULATION - + - . . . � . . � � � � . � . � - . . . . : i ' � ! i i i I � I : . � RE: SPEC � � � . . . . � . . . . . . . . . : . . . . : � , ; ' : ; � ' ' � . .. - . . � � . . . . . � . � . . . . . . . . . . . . . . . . . . ..� __ -i-�_ � � .a..._._ _� .:. ! . HSS COWMN WELDED I-BEAM ABOVE AND � � � � � � ' � � ' ' � - � } STANDING SEAM COPPER ROOF i ; ' : � 3 3" CONTINUOUS RIGID FOAPJ i f� PLATE BELOW RE: STRUCT. , > , , . > � RE: SPEC � �T i - - �. _ ;._,._ . , _, __ �; � - , � � --: _ INSUL4TICSN PANELS L4P SO SEAMS DO f . . . . - . . . . . . --i -�- t- --o +-. y �-�- -'- ' ' ---t -r-' i I T i � _� ' � . . NOT CROSS R-45+1- � . . . . i - --- — B 1/2" X 9 112" STEEL BASE PLATE RE: STRUCL --j- � i ; --- - � ; � - - -- , : ; VYCOR ICE AND WATER SHIELD - PROVIDE , � � � i � : � i : � � ' _ RE: SPEG . . - . ' . � � � . . � � .. j ; ; , ; i �j � . DOUBLE LAYER (50% OVERLAP) FOR FIRST 4' � - - � - ` ' � -- -� - ! 1X6 SPACER BTW DECKING AND � ;- �f- � - -, ; --� - -"- --;`- OFROOFABOVEEAVE � ; : � . : : � �� RE .. . - R ELEC. " e � SPEC PLYWOOD C EATES � STANDING SEAM COPPER ROOFING ` -j � ' ' " -'-` r {-- - -� -� - ' V2" PLYWOOD GLUED TO TOP LAYER OF '` _ WIRING RE: STRUCT, SP r , , # ° . : ° COUNTERSUNK THROUGH BOLTS ; , � ..� .� . ' _ ...__. :. . ._� - ; , . ..._ . ' � , . _. _. .. ._..- .. _ ,.,._ . � ' , _ ' ! - RE. SPE T&G DE . RU . . . i i � ' i i � -', 3" CONTINUOUS RIGID FOAM ` t ` -- -- �- -- - ' - . -� -- -- -�- - INSULATION PANEL R 15 +/- _ _.. ... � UPPER ROOF UNDERLAYMENT �' � � ; "j' � `: f , � � KNIFE PIATE RE: STRUCT. - - - - s ' 2X6 CK RE ST CT '" '� 2 LAPOVERVALIEYFIASNWG � � ; � � �� � � � �, l� � � � MIN. 4" , � j " : � _ (3) 3" CONTINUOUS RIGID FOAM ' FLASHING COVERS EDGE OF STANDING SEAM � � � � ' � ' ' ' INSULATION PANELS LAP SO SEAMS DO ,� 4' ! #' _. � . � ROOFING ' ` �- -+--:_ � � E � ! NOT CROSS R-45+/- � .'. � � p , , , , ;� , � . . � . � . i , J. i f i ' � i . 3 ' � _ . . � — � . � r� > �,,, , , , � a` � _ � FIRE TREATED WOOD SHINGLE ROOFING ; ; � , I _ ; _ ,. j _ _ _�_ _ _ I ; RE: SPEC � � ' Z � 2 .�� _ TW � SPACE OR ELEC. . , �. . f p o , EXTEND BITHUTHANE 3000 OR 1X6 SPACER B -�, � � 4 �� . � . � PLYWOODCREATES - _, � : APPROVED SIMILAR PRODUCT48" MIN. .. ' :' � ..:;-'::� ,';":`"=:-'::<'.. ' : �` .." ' IRING RE STRU _ s ` d r` . .. . . , _:: : :,�; ':::r '. ..._.--�,,:°:. .. . �/°� ; ; - ; - UP BOTH SIDES OF VALLEY UNDER �� ' _ �. ... . _.... ' ;' ".._..._ .., ...., . . :...:�,_.. . W CT � , ' ,>' �..... .. , - ' ,, , ^ N � i . � ; METAL FLASHING SEE ROOF PLAN • _ ' ; : s ' � pr�,„,°�f -r - FOR MORE INFO 2X6 T&G DECK RE: STRUCT. - � � � � � �< �-- — 10 X 10 DOUG FIR COLUMN / �''�./ - ? � �.s?t>� � � �t ROOF SHEATHING RE: STRUCL _ '� . . . . . . . . : . � . . . �� �� ' � ' . . . . . . . . . � . . . . . . . . . . . : . . . . . . ' ~Y .. . r , � GOUNTERSUNK THROUGH BOLTS s� �� � �� ,_ � ; � ` : _� STEEL I-BEAM RE: STRUCL � 4" INSULATION PANEL WITH 1/2" PLYWOOD SHEATHING �• ; �; ', � �,. �. +�'�" � � � GLUED TO 3.5" CONTINUOUS RIGID FOAM INSULATION _ _ , ( ! "..� _� . �. i ' i PANELR-17.5 +/- _ KNIFE PLATE RE: STRUCL � � � ' � RE: SPEC — SET PLYWOOD BACK FOR CONSTRUCTION I � I € � f � � _ STEELI-BEAMRE: STRUCT. _ O� - 5° = DRYWALIATTACHMENT. DVC � MENTS ; i i � : Issue Date 08/03/2010 WCOR ICE AND WATER SHIELD - PROVIDE DOUBLE ' - O� - 1 3(4" 9 1/2" X 9 1l2° STEEI BASE PLATE RE: STRUCL LAYER (50% OVERLAP} FOR FIRST 4' OF ROOF - DrBWn b pp°°� ABOVE EAVE Y / i�.7 HSS COLUMN WELDED TO TOP AND BOTTOM RE: SPEC _ � �' _ a S EEL PLATES RE: STRUCT. HSS COLUMN RE: STRUCT T Checked b Y I-I � _ _ _ _ _ _ _ _ RAFTERS RE: STRUCL _ _ ' ' _ __ __ _ _ __ • EXPANSION BOLT BASE PLATE TO CONC. � , , �,, Scale _ AS IC1diCafi�d STEEL BASE PLATE RE: STRUCT. STEEL I-BEAM RE: STRUCT. - - . - a •_ '< , ; a '- '� _ - , a . "4, _ � - R-40.5 BLOWN IN CELIULOSE a, _ � � -, ° . . . < - a ' °: ` a" °` CONCRETE SLAB OR TOP OF CONCRETE WALL INSULATION ' � ° a' � a �- a ' a , ` ° . - .n ' '- . � " , - .a , ; 6 BLKG. RE: STRUCL - • _ n. ` e o _Q _ . .a : _ . . . . . � . � . . . . . � ". a . _ : � , e . � e . . � , a . . . . � . . . . . . . . . . .. . ' , . _ � - .. > a " q . • . . . . d � .e � � . . . � . . . . . . . . . . . . . . . . OVER FRAMED AREA STEEI I-BEAM RE STRUCT. � � ��� I I � � Standing Seam Roof to Synthetic Shingi � � Transition � . a 3 1 1 /2" = 1 '-0° � Standing Seam Roof to Wall Connection @ Standing Seam Roof to V10ail Cc� nnection a� C Stone Veneer Above Entry W�od Siding Above Ent � , N . 4 T . Column to Beam Conn�tion 2 1 1 /2° - 1 �_p�� � 1 1 /2" - 1 '-0" � � 1 1 /2" = 1 '-0° � s N �" I � . � � . . S � ,.._. ... ... .. .._.. . .__. . , .... ... ... .._. ., ._.. . . . ..... .. .. . ._.. ..:.. .. . _ ._ .. ... .. . .. .. ._ ._. ...... ..._.. .. _.. _.. . . . . . _... . ... . .._ .. .._ ._... ..... ._._. ... ... , . ., . . . . ...._ .... .. ..... .....> . .. ._ ... .. _ __ . . _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ . . _ . � GRID � � GRID GRID ° �OOP SCIIeC�UO� LINE LINE DOOP Nurriber poor �ype Door Size Description ' �' ' - - �r ' STONE VENEER FARMERS STONE " � ,� � -, I LAYUP BLEND OF VOGELMAN ' � � � BROWN, ADOBE BROWN CHOPPED , • ` � 4 222 26�� x 96�� IC� LeI'IOr WOOd DOOr _ ANDWALNUTGROVELIMESTONE ` ; ' MC 12x40 GCHANNEL STEE� , � 5 393 24�� X 90�� Glass Shower poor � ' _ _ B��B��K"��OTED EXTERIOR INTERIOR EXTERIOR 3X3WOODHEADERTRIMSTAINED i I V ZZG ZV�� x 96�� � I1terlOr WOOd DOOr THROUGH CENTER OF GCHANNEL WITH PORTER STAIN 709 BLACK ( TO DOOR HEADER RE: STRUCL WALNUT � r� Q TYP. STONE VENEER WALL ASSEMBLY DOOR RE: DOOR SCHEDULE DOOR RE: DQOR SCHEDULE � � 7 L7� 24�� )( (��" I nteriar Wood Door I I - 1/2" pLYWOOD OR OSB SHEATHING RE: I STRUCL SEALANT JOINT AND BACKER ROD SEALANT JOINT AND BACKER ROD GRID US M81I OtIIV: P. O. BOX Z37$ )' 19 222 26" x 96" Interior Vi/ood Door � i - : LINE Physical / Fedex: 210 Edwards BUILDING PAPER LAPS OVER i 102 217 30�� x 96�� I nterior Wood Door ( � � � ,�•, TOP OF FLASHING 1 1!2" MW STUFFED IN INSULATION AND SHIM AS RE4'D STUFFED IN INSULATION AND SHIM AS REQ�o Village Blvd, Bldg A Suite A103 � 03 192 36" x 96° In�erior Wood Door - - . y SEE 12lA6. 1 FOR WALL _� ASSEMBLY INFORMATION Edwards, Colorado 81632-237€3 � ��� (970) 926 4301 , Fax: 926 4364 f �/ �+ h ansCa�berql u nd architects.com 1 V� 270 � �� /� �� V `CIr`CaC� e DOOr � � _ DRY WALL RETURNS TO DOOR JAMB O DRY WALL RETURNS TO DOOR JAMB WWW . �@fgIU1lC�8CCI11t2CtS.00171 METAL FLASHING WITH DRIP EDGE TO MATCH 106 273 36 x 96 SIO1gI � GI �SS �C� I1eI DOOr �; BRONZEMETALROOFINGCO�OR: DARK , . INTERIOR q A �o e' E - LAP WATERPROOF MEMBRANE ` ; . -% ' '.` : '` �• : '- '. ' ` ' STONE VENEER FARMERS STONE ' ; ; '� ' .' : :, , �: `=`-'• ` �, � � Q� I ��F 34 x 96 i nt� rior r�od Door - '- OVER NAILING PLANGE AND ��; LAYUP BLEND OF VOGELMAN SEE 12/A6.1 FOR WALL 10� 'B 93 32�� X 9��� I �t� CIOI� V V OC�� DOOr � CONTINUE UP UNDER FLASHING -- BROWN, ADOBE BROWN CHOPPED , ASSEMBLY INFORMATION , _. , - -- -� , ; ' • AND UNDER BUILDING PAPER '� ;' AND WALNUT GRJVE UMESTONE � ' ' EXTERIOR INTERIOR . _ � - - ( ; ` ,' q +� �+ �^y�+ } � �► P �g _ _ : 1 I �3 192 3V�@ � .7V" II� 6� rI�r NYOO� L.JCyOr . , HEADER RE: STRUCT. ", ' � , ; SEE 72lA6. 1 FOR WALL � � � I , : 1X6 NEW VERTICAL CEDAR SIDIPJG ' � � ',_, STUFFED IN INSULATION AND SHIM AS RE4'D y I B , - ' . ',, ASSEMBLY INFORMATION � , �, � CO�OR NSPARENT STAIN CUSTOM WINDOW RE: WINDOW SCHEDULE 114 194 34°° x 9680 Ir�t� rir�r VVoc�d D�or � I _a_ ; - _ --- - � � ' , •; I I ` LAP 1ST LAYER OF WATERPROOF ` LAP 1ST LAYER OF WATERPRdOF � - • - - � . • • - • • � ' ' ftAEMBRANE OVER SHElaTHING -- - - MEMBRANE OVER SHEATHING �, 1 1 1 °0 � °@ �k t � r � = ` ; � . ' DRYWALI F2ETURNS TO DOOR HEAD ; � � - � 7 AND OVER NAILIPJG FLANGE ' � ' AND OVER NAILING FLANGE WINDOW SET IN BED OF SEALAN7 � � v� � A� �� � r EXTERBOR IhJTERIt3R � LAP 2ND LAYER OF 4�ta�TERPROOF � LAP 2ND LAYER OF WATERPR06F �� g � � / 3 a' °!( a' i �t r��r �a �r � ` � _ , - : MEAABRANE OVER 1ST t.P.YER A(ild � MEhABRANE OYER iST LAYER AND 414" CUSTOM WOOD ST40L WBTH EASED EDGE OVER BUILDING PAPER �, OVER BUILDING PAPER �; DOOR RE: DOOR SCHEDULE � � � I 22 3 i � 26"' }� g�' pB Y"" ��ik�t �D�r Y , LAP BUILDING PAPER C7VER 1ST LAYER r , LAP BUILDING PAPER C?VER 1ST LAYER _` � �. ,;' � ` � ,'_ OF WATERPROOF MEMBRANE � -- , ; OF WATERPROOF MEMBRANE �_ �� � e- _, - � �. f, 1 17 2 a@ � �Q c � �r ` Y- : ,' � 1!2" PLYWOOD OR QSB BHEATHING RE: - ` -- ;-- ,'_, 9/2" PLYWOdd dR OSB SHEA7HING RE: . "' "' o � r� , ' STRUCT. STRUG7. I o � � �� ��� �° 4!e � ��p' � � ��� � ���� � ���� "�. I I ! � 7YP. EXT. STONE SIDIPJG WALL ASSEN1BLY I � - ' . _ +— -.° ---- — TYP. EXT. STONE SIDING WALL RSSEM�LY _ `y , 3X3 WOOQ HEADER TRIM STAIPIED � � � ea � OB ' � r' r ��r ,', -- - >-,_ - - , s-. --_�r �� WA�UORTER STAIN 709 BLACK � " %' � 0" - 0 3/4'° � 135 217 30" x 96,° Ir�teri�r V1(ood �oor � . �_ , � 3� ZZ� 4Q �� X 9�81 � ��� r�Or V V d�d �0� �� � �O�r � 1X6 NEW VERTICAL CEDAR SIDING V SEMI-TRANSPARENT STAIN CUSTOM � lidin �oor Head �f�r�� i/� � eer � lidin Door Jamb Stc� ne �len�er �ut Srr�in Door Jar� b VVoad � idirr '_ �o�oR 138 318 26" x 90 . 75" � iass Shower Daor � �' 3„ � 1 ,_a�� � � 3�� � � �-0" � 3" _ � '-�"° �I LAP WATERPROOF MEMBRANE � 141 260 Vo�! � 9V�� II� 6� rIOr VYOOd UOUbI � DC�Or OVERBLDG. PAPERANDUNDER � WINDOW SILL 142 � 9� ���� }� 9V�� II1LerIOr V1fOOd DOOr 1 ( �_ � ^, BUILDWGPAPERRE: SPEC. � LIRlE � ' � i e . � � 151 229 48'a x 96" Interior VVood �ouble Door � � ' � _� ,,, 1/2° PLYWOOD OR OSB SHEATHING RE s � � ` STRUCT. � � 15� GLZ ZV�� x 96�� Interior �/ood Door ' _ � , � TYP. WOOD SIDING WALLASSEMBLY � ry �+�� �+ �� 1 I . � 64 ZZG ZV X �V lnterior Waod Door 1 :, � � SEE12/A6.1 FORWALL INTERIOR EXTERIOR ASSEMBLY INFORMATION n n 167 393 24 x 90 � las� Shovver poor J � � � P 69 192 JVl� � 9V,� I nterior Wood Door 4° CONC. SLAB ON GRADE WITH IN � � t, FLOOR RADIANT HEAT � � GRID V�/IIICIOW SIII Wood Sidir� � � 7f1 777 �C° x QR" infcrinr \Nnnrf Ilnnr �n1 � C7� ��G G�" � ���� 6 � 6�r �'I�r VY ��I.I 6.>�� r LIIVC FINISHFLOOR ,r �— � � 3 � 1 — RE: FLOOR PLANS AND SPEC 27? 321 36" x 96`° Interior D�� ble Fram �d � iass Doors � 278 321 36°' x 96°' Interior poubie Framed � lass C�oors , �Ri ° � , ,, - _ LINE . . 30 � 3 � 9 ���� x 96" fnterior poubl� Fr� rraed Glass Doors � � � � � 2" CONT. RIGID FOAM INSULATION '• � -- ---- _'; STONE VENEER FARMERS STONE PANEL WITH BEVE� CUT ^ � � � ; - - LAYUP BLEND OF VOGELMAN � " -- - ' ' • ` � � � t • " BROWN, ADOBEBROWNCHOPPED , � �► V V IC��Q�IV �G�G�Ule � - : •, - , : � . . , ; � . -j-- j ,`, ' AND WALNU7 GROVE LIMESTONE G ` MC 12x40 GCHANNEL STEEL DOOR SILL SET IN BED OF SEALANT � � � ��(,� � ��(� � � � It � qU � r� I ' � _ - _ HEADER PAINTED DARK OVERCOPPER FLASHING � -t-�- -� " j �jp g � I � v �;•, BLUEl6LACK LAG BOLTED ` ` ~ � STONE VENEER FARM9ERS STONE -- . i '; . . . _ 1 I , - THROUGH CENTER OF C-CHANNEL 2X PRESSURE TREATEd ' �rk S�th � I 4,t �O I��C�t� ���� � �°�� �� B I ` BLOCKING ATTACHE6 TO CONC. .-. -t- --�- ' � LAYUP BLEND OF COLORADO BUFF, � t6 � -� ' �._� TODOQRHEADERRE: STRUCT. _ .. .... . . . . . . .. . .__ . .. , . ...... .. . . .. . . ., . ... � .. . ' ' . i. � ; I - . . . SORTA @ ..._ ..._. .. ., . r � RAWLSPIK P - - ' I ! , RS �, WITH E � �L�� FRED'S BROWN; AND SIPhILAR LIGNT 0 � � _� _ TYP. STONE VENEER WALL ASSEMBLY o CONG. SCREWS � � , BRQWPJ, BEIGE AND GREY CQLO � ( � � •.� ••` a . 4 ` ' ; a . 5, ° q • O �II ' : 1 ' . �� ���� -I- i+-- -t MC 12x40 GCHA�NEL S7EE� e oe � c� � E ; I _ - STRUCITNVOODOROSBSHEATNINGRE: a , -a . ;a ' . �,Q- ' Y6 .p ` d ` ; . ' , . &' ,. ` - Q � . '- �� . � i 20 3 � 0 3f4 � - � 1 7/� J � id-V1/� ra C} t�t i�rir�g P�tia ��� r ��ubl � Gl �z�d-L�varE E ��dual Low E� , U�i/�I �a � = , 37 27 � � 2 _ _ - : - . . ; _ . . . �. . Y � H�.aERPa��TEOOaRK � I ° • ° ' e - � < . • Q � • , < a � - , < ° � _ a. ;a '° , - o ' � � � -i � ` TNROU HCEN EROFCD NANNEL "�` p �� P �� ` ; ' � BUlLDING PAPER LAPS OVER ` .-, • . , a _� . � 31 3 � 0 394 3 m 0 3J4 J �dd�V`/� n , Ga�� rr» �t9 1"ripl � � I �z�d � u � l Lo�a�E 366 , lJ �ibalu � = , 27 9 � F 2 _ I � " . ' � � - = 70P OF FLASNING 1 1/2" hA1N ' '� e• • <, c - . ' , , " eF � 1 p ' '@ � � °� ' ° � tl ` ' I STRUCTURF�L PATI6 SUIB STEPPED�` � � ' , TO WINDOW HEADER RE: S7RUCL � �g �q l � -� � " " " � . � =' ` "t° _ ' � TYP. STbNE VENEER WALL ASSEMBLY 1 G� F 5@ ° � 7/ 4JPp C)p ° B � 7f ��p J �1d�VV� n � lidin ���I� ����, Lcaw E E � T� rrap� r�d , Ua1/� I � � � e3A� '{ 42 � F � ; - SEE 12/R6. 1 FOR WALL ______,_,___,. - _ ' . - e = ' " #, . , . " ; °� e;". a "' o � , a 6 . , ; 8 � DOWN 4" FROM WT. SLAB RE: STRUCL � ' I I y �, g _,_ -_; � ' ASSEMBLYIhdFORPvtATIOtJ � - ' � ' - " � ° . . I , d' . ' . '° 'a - ' - " � ° -, 6„ � ' 1!2" PLYWOOD 6R OSB SHEATHING RE: ° aa � . . ` , . . • ' � . 132 � � 11 1 / a� ' _ 11 76 °` J 6 0 � � I � �t in ti o� r �� I � I z� -L� � u I L� � , �V l � �- . 37 1 � : ,�...-� �,�.-� ,- � �: . ° ; . tl :_ - a ` v + � 4 � a` � .. � � o<, - � � �t $ �� . .. . : , ; ST�u�,-. � � -- - RfiETAL FLASHIIVG WITH DRIP EDGE T4 MATCH � ° - '- a - ' ' � � � I 2 e ee r ea — CQLOR: DlkRK - -f-' - , � . . _ � a _ ; e . 6 " ',` • Q , . , � ? ` . ' , . , a '` - �', ° - - n � : d- ; ' d = rs $ , •, n; - , a . � . - a ! i ! ' i TOP OfF GLASHI G�19 24FJiIN 212 � m 0 3B4 2 - 4 30A� Jeldmi/Ver� , Awr� ir� °Tripl � � l �z�d � u � l Lr���E 366 , ll�i�� lu � - 026 7 � F � I � ,__ ; � � � , , .�e -� > � �a � � � ° " � " ° . . � . , a . .d a ' ' a - , , . � ,. • • - � ' d' 6 • � � , • ` � i ' ,-,' QREXEL METAL ROdFING a < " a �e r ao � ' � -`+--- +-- —' - _ BRONZE � a " , . ' ., .. " � 1 ,p . _ ,. � . ,� ' ¢ . e . . • _ .< t - - . ' .r ` ; . - - . � '° � � -` ~ SEE 12/A6. 1 FQR WALL ', i . . , "a . . � : . . d ' m .' c. ' � , m - c .' . _ � 233 2 a 6 3/4 2 - 6 3/4 .leld-�/V� rt , Awr� ing , Tripl � Glazed � � i L��nr� 366 , 11 �i/al � � - . 26 6 � F 1 � � � � _ LAP WATERPROOF MEMBRANE � -f , _ � � . � �� .. - � .:� � �. d ; � _ . - ,�, ..� < - _ .< � ,< � a a , e _ _ - - �. p � , ; . < - � ; � 3 AS�E�g�Y ��FQ��AT��� � - � ` ' OVERNAIIING FLANGEAND ; < . • .- . p tr ,� - '�d ' � ,,� '_ ' °�' }`�, ' .y = ' , e'e • • � Q e ` � `� , A ' � ° ' > � a ,-. "a . .e `t-- � � - �^-^�. 2�5 3" - 0 3/4�" 6" - 0 3/4°' .1eld-lNen Ca�� ment Tri I � Gl �zed � ual Low�E 366 , l!-�lalu � _ . 27 1 � � F 2 _ �o�T���E �P �"°ER F�S"�"� . . � . - - . _ _ . , _ - - , . - . . . , � - -- - I - . . `- �- . � . _ , . ° � . . . � _ � _ � p p � _ AND UNDER BUILDING PAPER . --i � -d -d e e ' o= ' - � � � • � � � h� ' ° � � , "<' '• , g ' � p. -, a .. ' , " , � A •a"" I -j METAL FLASHING WITH DRIP EDGE TO MATCH __,_ - � , , � .- " . , • . . -' � ' . ' � = � ° �°Q �` ' 9 � ° 'a ' , d , '� 9 , � i DREXEL METAL ROOFWG COLOR: DARK 28� 3' - 0 3f4" 5' - 0 3l4`° Jeld-VVe � , Ga�ement, Triple Glazed Dual Low- E 366 , t1 -Value � . 27 15 � F 4 � ° � ': ,;; ; --�- -- . ' . . :�° Q � - � � . . - „ . , � . . � . < -� � < ; " . � _ . .� � : � .Q . : - �� _ , - - -� n_ � �.c�. �rva�� _ HEADER RE: STRUCT. - a , °: < - , 9J - . . : , ' , ' ° a - - � ,•' ^ . ` , _ „ a , ; BRONZE . � . � � � _ � - . � . I , a • • �. • _ a • , , 6 : - . - , a , 6 a . a � Q : • . , ' � . . 289 3` - 0 3/4°' 4' - 8 3/4" Jeld-Vlfen Casement Tri le Glazed Dua6 Low-E 366 lJ -Value = . 27 12 � F 2 . = . � _ _ , � , . < ; < � - ° _� ., a ; � �:. ' ' � ' I � _ i — STUFFED IN INSULATION AND SHIM AS RE4'D $ �e • , a; a a ." � : . ' . LAP WATERPROOF MEMBRANE �J - � , a 1 , a a a , _ ' • a _ �,RE: JTRUCT. OVERNAILWG FLANGEAND 1 11 e n ' ' ' `' ' " ; i : : g d . ' ; ' � ` � `� ° • � • e , , - °9 " �° . <°,` d . ° . e_ : a - � � , r ° " -{- CONTINUE UP UNDER FLASHING 294 3 - 0 3/4 3 - 0 3/4 Jeld-VVen , Ca�ement l"rr le Glazed Dual Lovv-E 366 , 11 -ilal � e = . 27 9 SF 1 _ , ; .• , - : r . • - • . • - --�- i -� ' ° � � ' � � � , . • ° • AND UNDER BUILDING PAPER p p V � DRYWALL RETURNS TO DOOR HEAD ,: i � � • -� • ° d ,� ' • ' ° � 8 ' °a ° "- ° ` � - . . _ _ � . . � � _t_ ..a ` ` . : � e � - a d" � < •.°a ` � _ �� I 350 2' - 0 3/4" 2' - 0 3/4° Jeld-Wen Vinyi , Fixed , Triple Glazed Dual Low-E 366 , U -Valu � = . 23 4 SF 1 ' ' ' A _ • - _ a . , . "a4 - , ' a ' ' . � ° ' ' -;- � HEAOERRE: STR��T. —�-- � • . r . . � .� _ . . n ` ' , e ' . : . . ':`: ' EXTER�OR INTERIOR i � ; a e ., . , , • , . - . ' �--f- � STUFFED IN INSULATION AND SHIM AS REQD 404 2' - 3 3/4" 5' - 0 3/4° Jeld-Wen , Casernent, Trip9e Glazed Du � l Low- E 366 U-Value = . 27 11 SF 2 : n . : � ° . : : .� .. . - ; DOOR RE: DOOR SCHEDULE � , ' • • G �y — � • . - 'a ° ad • a � I . _ � ,, ,_ , _ �" . 7 _ �.' '_"' � ° o • q . a a , a , ' - " ' 4° Id-Wen Casement Tri le GI �Zed DUCII LOW- E 36V � -VC.�IUe - . G7 6 SF 6 ' • " � a !. _ = ' ' ' � DRYWALLRETURNSTOWINDOWHEAD � ' 803 2 0 3/4 3 - 0 3/ Je , , p , - °� � � � _ � - . . . . -, . '; _ : � p � n � n , , n - -,-- . . � . _ . . . A ` , , . � _ 0�4 2 - 0 3/4 6 - 0 5/8 Jeld-Wen , Fixed , Tri le Glazed Dual Law- E 366p U �VaIUPi � . G� � G SF V � ' • o e ; - � a'" � , a ' . ' - p - �a" I .EXTER O'R R G DTIN ULAT�ON ALIGNS WITH ' INTERIOR R�V� �J�ON } � . - -- --. EXTER OR t . � � � - �: . . : , ' ;° . r . a e - _ I , . iT . ::_ ;�: ^ :. . . . . . 805 3' - 0 3/4" 3° - 0 3/4" Jeld-Wen , Fixed , Triple Glazed Dual Low-E 366 , U -Value = . 23 9 SF 2 `� = 6 .-, a �°-. a , -=a a� - � - �, _ • o_ . . �oN�RETEFO�NOAT�oNwa�� ; � " - _ 6 � " � ° " • •� � �L RE: STRUCTURAL DRAWINGS WINDOW RE: WINDOW SCHEDULE 806 3° - 0 3/4" 6' - 0 5/8" Jeld-Wen , Casement, Triple Glazed Dual Low-E 366 , 11-Value = . 27 18 SF 2 � °� �n � � � � . � a � - - Re��s�on � , . a _ , ' a • � • Qa . a - No . Description Revision Date A 5' - 5 1 /2" 8' - 3 3/4" Hop�'s Jamestown 17� , Fixed , PPG Sungate 50Q low E on #2 & #4 , 11 -Value = . 324 45 SF 1 � 5' - 5 1 /2" 6' - 5 3/4" Hope's Jamestown 175 , Fixed , PPG Sungate 500 low E on #2 & #4 , 11 -Value = . 32� 36 SF 1 � � C 2° - 8 3/8° Hope's Jamestown 175 , Fixed , Sungate 500 lovv E on #2 #4 , -Value = . 324 28 SF 2 osro51oD guiLaiNG P��Mir sEr : sT cr. 3' - 0" 9' - 1 / " ope's Jarnestown 175 , ea u �torr� ut�s in teel a�r, -Val �� = .426 27 F 1 ` 3" - 0" ope'� Jamestown 175 , Fix�d , � Sur�gate 500 lo or� �#2 #4 , 11 -�lalu � = . 324� � 1 � 1 v�t p ir� e oc� r e� to �e �l� r��� r � 3p�t � A�,� �or Sil ! � �F� r� d��pR �� t� ne !/eneer eUg6 E� ARE s�aaw� 3` - 4 5/ " ` - 6 1 /�" � pe's Ja est� � � 75 , i�e , tan �te 5 0 I � on 2 4 , �V� lue = . 324 30 2 � - 1 -0 � � GR� Q �a�En D�ra� Ls :� 3° � 4� 5I `" , � 1 5/ °' opee� Ja esto n 175 , ix�d9 u � ate 5 lo o� 2 4 , -�/ I � _ . 324 13 F 2 u� E u � E G�ia ' - / " 3" - 2 7/ " ope's Ja ��to n 175 , ix�d , u � g�te 50 6o an 2 4� , �i/alue = . 324 11 � La � E � #`� I 3° � 4 3/ "' 3" m 1 5/ " a e°s J sto n � 7 , ixed , � r� �te 5 la � n 2 4 , -i� lu � = a324 13 F 2 1 2 J 2p _ l �, � � 1 / '" ope's J � st� n 17 , Bx , u � t 0 la c► 2 49 �il�lu � = D324 F 2 � ��v�s �� �u � LQi �� P��� ��r ���r _� a�i�ol� � ° � 5/ �` 3' � � / e' o �'s Ja �st� � 17 , i�e P ur� �t� 5 I � �r� 4� , -V lu � = , 32 1 � - -- j _ _ q .g g , �-a . � - ExTE�a�oR A�r�Rio�t CF9ARIGE� A�E SNC}WfV �U ��L�� � � �e m �ea �� � i � �' � �A� � ��t� � 1 7 ��� ��t� Lel �d II� � t�� � ��r mi/ I � � � 042 11 � F � EATERIOR INTERIOR . I ! I TYP. WOC7D SIDIPJG WALLASSEMBLY � Y 9 � t i � . . . . e� ' ,g " ° } ,q ° r� -`B IU ° ��4 1 F � 0' - 1 � /2' �- �-i- � .-� ` �rz° PLYW006 OR CtSB SHEATHlNG RE: REVES�� EXTE�IOR IIV��,..JL�OTIO� J ° 1 f I O � � J `c� �� t� I� 17 ' I��. ' � � ��� 5 I� � C� L � s ° , ' , S7RUCT. wc WINDOW RE: WIND4W SCHEDULE � ,, , �2E�If� E� D�C7i� SILL D�� AIL mgp {. q �y .�.{.�ggr� ,q 000R Pe: aooR scNEau�E �- ��`- -! � .- suiLOiN� �aPER uAPS ovE� REVlSE� VVlNI�E�V!/ �fC3 ��OF� J.hPJ� � � �A ° � 1 / ptl � !� c,6 � �JL� � ! �� y ���Lly � � ��� � �Q �� 2 '�°�° a ° � l � � = . �G� 1 � � EXTERIOR I -, ; ; ; TOP OF FLASHING 1 1f2" MIN SEALANT JOINT AND BACKER ROD J, ° � �/UP9 B � ql�e1 �� .P,'s J � me�tavv� 175y � I�e� y [v � ����� �oV IQ� Q � � �� ' - V �I � � m . 3L�F Je3 ad7 � � SEALANTJOINTANDBACKERROD -� = - }- --; DETp.OL � ry , �` 1X6 NEW VERTlCAL CEDAR SIDING 3° - 6 5!�" 3' - 10 5/�" Ho e'� J � m�st�wn 175 Fixed � P � ungate 5001ovv on #2 � ##4 l! -Valu � _ . 324 � 3 � F 4 + � � SEM�-T�NSPARENTSTA�� �USTO� � r s � STUFFED IN INSULATION AND SHINt AS REQ'D � I -i -�-�- � COLOR STUFFED IN INSU�ATION AND SHIM AS REQ'D � - V G�IU � - . °tL6 � T � � � 1 I I ' , COPPERFLASHING C2 1 �' - 1 1 /2" 9' - 6 '! /8" Hope`� Jamestc�wn 175 , �leavy Custom Lift and Slide Steel �oor, . . 0 - � - � �� � , i . DRY WALL RETURNS TO WINDOW JAMB R 4 - 6 3/8 F lop� s Jarnes tovern 1 7 5 , Fixe d , P P G Sunga t� 5 0 Q law E on #2 � #4 , !1-O fa la� e = . 3 2 4 1 4 S � � DRYWALLRETURNSTODOORJAMB � 1 ' LAPWATERPROOFMEMBRANE �7 '�f�� - � 3�CDv� � Qp�'s Jam�sto�rt 175 � ���e'd , PPG Sungate 5Q0 low E on #2 � #4 , l! -�Oalue � . 324 1 �F J � � � i �' OVERNAILINGFLANGEAND . , :_ � CONTINUE UP UNDER FLASHING - ' � ' AND UNDER BUIIDING PAPER � ' �' ' � � '' � ' � ' � � � a� � �g A ,qA �+ q - :- ' .V•' '• � ' . - �-�� � � i �� � � � STONE VENEER FARMERS STONE l" 4 - 6 3/8 Hope s Jamestown � 75 , Fixed , PP� Sungate 500 lo�rv E on #2 & #4 , U �Value = . JZ�F I �-t JF 1 STONE VENEER FARMERS STONE __ /-- �- + - _ � ; ,-, , - � � � LAYUP BLEND OF COLORADO BUFF, _ , LAYUP BLEND OF VOGELMAN 1_ � ?- � -± HEADER RE: STRUCT. , ' - FRED'S BROWN, AND SIMILAR LIGHT � 4� � � 3�pAB HOpG�.S J `C� mestoWn 17J ' FIXed , PPG Sungate 500 low E on #2 & #4 , U-Value = . 324 14 SF � ,: ' ; . � _, BROWN, ADOBEBROWNCHOPPED , � � ; ', _ �- --± BROWN, BEIGE, ANDGRE COLORS AND WALNUT GROVE LIMESTONE ,:� � STUFFED IN INSULATION AND SHIM AS REQ'D e n � n � -, : ', � I 1 _ � -- ' y-,' Y I V 3 - 9 9 - 6 1 /8 Hope s Jamestown 175 , Fixed , PPG Sungate 500 low E on #2 & #4 , U -Value = . 324 36 SF � , I - � SEE 12/A6. 1 FORWALL SEE 12/A6.1 FOR WALI . � ' , , � ' ASSEMBLYINFORMATION /� ' . �. • r 4 � i� � � { ,� ', I I : , ASSEMBLY INFORMATION ,vs�� - : . • , " " DRYWALL RETURN TO WINDOW HEAD ; `� ' ' �-- /7 \ � W 2' - 8" 9' - 6 1 /8° Hope's Jamestown 175 , Fixed , PPG Sungate 500 low E on #2 & #4 , U -Value = . 324 25 SF 2 ; � � ; -- `'�-J _ _ __ ; � t � E . LAPISTLAYEROFWATERPROOF � - � � ,; � ( I �__ _ � _ '• � , MEMBRANE OVER SHEATHING /� 4� - � 7�0�� 9' - 6 1 /8" Hope's James�own 175 , Fixed , PP� Sungate 500 low E on #2 & #4 , U -Value = . 324 38 SF 1 ! � IAP iST LAYER OF WATERPROOF SEE 12/A6. 1 FOR WALL � � � I - ((�'�� � � MEMBRANE OVER SHEATHING ASSEMBLY INFORMATION ' AND OVER NAILING FLANGE � , ' 2 � ' AND OVER NAILING FLANGE ' ' �/ A pu �+ ,q - - -�. .� � _ ' ' � = t '� 1 7� " � 0 � �'-F�� �� - 6 � �0�� fl � �e's Jamestown 175 , H �avy Custom Lift and Slid� St�el Door, U-1lalue = .426 74 �7F i ' `• ( I � � _ � i I -?- MEMBRA EOV RF1STLAYERAND � � " ° � = , , ' � LAP 2ND LAYER OF WATERPROOF � Z 1 ° - 3 3/4�! 9' - 6 1 /8�p � 0 e�s J � mest�wn 1 Z5 , Fixed � 1�" 1- � �7u � ate 500 low E on �#2 � #4 , U -i/alue � . 324� f � e7 � � ' - . ;" MEMBRANE OVER 1ST LAYER AND 3X3 WOOD HEADER TRIM STAINED ' ' ' ,, OVER BUILDING PAPER . i ,- i - - 1i , '-- - � � � � p g OVER BUILDING PAPER WITH PORTER STAIN 709 BLACK � - -y ---- ♦ � i ; , ` - � - V_ � � j � . . OF WATERPROOF MEMBRANE T � nvco E� .» ' � ' ; e , LAP BUILDING PAPER OVER 1ST LAYER '' ' �. ' � � ` :_ OF WATERPROOF MEMBRANE /� i � ; � ' � � a GRID ', I � � 1/2" PLYWOOD OR 6SB SHEATHING RE: n� , � � I _ �� � j ; � INTERIOR � -� -''r- - � STRUCT. 1/2" PLYW60D OR OSB SHEATHWG RE: , � � � � � i 0-1 � � - � + -� ���_ STRUCT. � � 1 �- - TYp. EXT. STONESIDINGWALLASSEMBLY '-� � ! - i . - - � � ' ' ' � � 7YP. EXT. STONE SIdING WALL ASSEMBLY '� j -'- ~• +- - - i ,,=', WIfUDOW RE: WINDOW SCHEDULE _ i i > >:- � � � _ � E - _ � _ � � � � � � 4 � � 4" CONG. SLAB ON GRADE WITH IN ., � � � � � i FLQOR RADIANT HEAT � � � ! i , �"TER�o� �"TER�oR CJu� Swir� Door Jamb Sfor� e i/ene r 1�/indca� F9ead �/ood � idi � � VVir�dc��nr Jamb r� Stane i/� neer � FINISH FLOdR � � �n _ � �-��� � �n m � a.ore �J �q /�q GRID RE: FLOORPLANSANDSPEC �'r = fa-V}p GRID LIRlE RID /_° Z GRID LINE LINE Ldt� E 2" CONT. RIGID FOAM INSULATION PANEL WITH BEVEL CUT � sn� � � � — DOOR SILL SET IN BED OF SEALANT - ;� „ OVER COPPER FLASHING � Y � � � �. � . . . � . � . . . .. . . . � � . . � � . 'I _ � . � . . � � . . � � . . . . . . . . . . i � � r .,, � �� . . EXTERIOR CUSTOM WOOD TRIM STAWED _ __� "- 2X PRESSURE TREATED BLOCKW _ I R A �� ATTACHED TO CONC. WITH RAWL ` �' 1X6 NEW VERTICAL CEDAR SIDING � + r `. ? WITH PORTER STAIN 709 BLACK __ ......... . : . . . _ ,.... � . . _ � I `. . . _ . s . '� I -.. ..-, - . . - •.... ' � I T STAIN CUSTOM ' WALNUT '_......::...... . ' ,_.. ::. .._.. ;` ..._:.°;- - .. : , ._ . .... ._ . , . ._. . _.. ... _ ' O. SLAB - EXTERIOR Y ::� ; _ .. . _.. .: o — � COLOR A = a SP KES OR TAP CONC SCREWS � ,,,. NSPAREN EXTERIOR INTERIOR INTERIOR r . ` ; ,..... . ,..... ..,_, . � . , � - ...._.. . --- DOOR RE: DOOR SCHEDULE '` � • _ . „ _ . , . .e ` . "e-,s _ ° • � , - � a �d, � p ' - a' °• a . OPE 1/8., : i ,_o„ RE: FLOOR PLANS i ` , � = `� � I � o '� •< - = - �' = � • . '-�' � I I 1/2" PLl1NO0D OR OSB SHEATHING RE: � t . �y, r r � �� E � � "� � � � � � � �a � ,� " � °�' - �a ' , ". < .� ' = _' ° ' . • � � � � � � � � - STRUCT. � � WINDOW RE: WINDOW SCHEDULE � � � � � � � � � � � � WINDOW RE: WINDOW SCHEDULE ° ;; � . . . . . . . . . . . . - a,• . . G• • a • . `� . . ' e , e ° • � • ap " . � , . � . � � . . . � . . � � . � . � � � . � � . . . � � . � � � � � � . d a , . . � , _ e, a . � � . � . . . . . . . . . . . � ', < r :;. r -' � . . � � . �. . � . . . . °. , � a � � a. � . � d. , ' � a ' • . � � _ . - � � , . Q � � . � . . . � . . . . . . . . BUILDING PAPER LAPS OVER 2 �' ' ' � � � � � � ' _ '_ - '°,° . <. e . :e � a� • _� . ' ° � STRUCTURAL PATIO SLAB STEPPED - TOP OF FLASHING 1 2" MIN SEALFiNT JOINT AND BACKER ROD � � � � � � � � � � � � ` �- � � � � � � � � STUFFED IN INSULATION AND SHIM AS RE4'D � - A �e ' " -� ' , � 9 - `� ' " e, ' " - • " : �. °= °• a �' �a -' � -" • ' a � � DOWN 4" FROM WT. 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WALNUT FRED'S BROWN, AND SIMILAR LIGHT ` _ _ I _ = e- � ,- a' - 'p ' ;e _m ,- a, -� a : , ' _ - . . . � 6 a ,° e ' d° . ° m ' e RE: STRUCT. � � i- -� i -I BROWN. BEIGE. AND GREY COLORS - - " ' � ��!' , < , - , . ° ,, , a _ ' < ., - ,� _ • , . _ - , STUFFED W INSULATION AND SHIM AS REQ'D I : I - Df8W11 by ��' � : •• �,' � ': : ."., : •: � � ' ' -1-; - . , _ . • - J ; <: ! , . , , ' . - ' : ' ., _ a . ' . , : < . - , a � °' a. -' , . ` ` , , . a , :, - -- - 1X6 NEW VERTICAL CEDAR SIDING t - ;:: ;; ; • � < -. a , • = . `d '- : . ; _ • : . . - � '< , d , a � a � - . - ' - - RENTSTAINCUSTOM ; , _. � � 1/2" PLYWOOD OR OSB SHEATHING RE: �� - - - _ 2X6 B O KI WINDOW SILL � . � .` . � —;--+- ',> ; d e - , �"a • a _ , , .. _ • - �S . :a^' ' • e" • ,ta • e " _ _ : � ' . . . I' I'' . L C NG AT . Fl@CIC2C� . . . f 1 ; � ( � ( STRUCT. =: .. . 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USE 5" KNIFE PtATE AT CORNER TO ALLOW INFILt� WITH YtiOdD TRI�A @ EDGE OF GLULAAA F�E; �LE�/S ARH [D �cC�i�TIC����`o„ ' ATfACHP�AENT QF 1/2"X2" STEEL PLATE � b� - � � �a„ o, _ 5,. ! � I KNIFE PLATE RE: STRUCL -- - ' -- 1/4" WEB STIFFENER CENYERED ON GLULAM HEADER ° �.�. ����L ���� �� 1t2" X 2" STEEL PLATE WELD EB � _ �E: EL�V� P�NQ SECTlOhiS --I sr�FFE�ER � --r 1/2'° X 2" STEEL PLAYE WELDED 74 KNIFE _ .....� � � — 1(4° WEB STlFFENER CENTERED ON GLULAM NEAdER � ".-, �, .;, PL6�TE . GRIND TOP TQ MATCH GLULAM SLOPE . � - : �—�-----, ._ �`"`,---- ' T.{�. �l"EEL �EAf� " .: sET rop o� ae� oF sea�rar. � ; 1(2" X 2" STEEL PLATE WELDED TO WEB - � ,4LL l'HRERD WELDEd T6 STEEL �� _ � �(�" ; � '5T{FFENER WEB BOLT STEEL PLFlfE TO ALL ? 1/2° }C 2" STEEL PLATE VdELDED � TNREAD COt362DINATE WITH ��' ��"��� �� � `���'����� ' " . TQ KNIFE PLATE . GRIND TpP TO LIGHTING LAYOUT ; (f T.O . STEEL BEAM MATCH GLULAM SLOPE . SET _ � �— — 1!4" WEB STIFFENER CENTERED RE: ELEVS AND SECTIONS TOP IN BED OF SEALANL ~ OPJ GLULAM HEADER f` # � ALL THREAD WELDED TO STEEL"'�- 1!4" STEEL PLATE HOLD EDGES OFF � i WEB BOLT STEEL PLATE TO AL� _ 0' - 2 3!4" OF I-BEAM FLANGE BY 9/6°' +/- ` - --�- 9/4" WEB STIFFENER CENTERED THREAD COORDINATE WITH 1t2" X 2" STEEL PLATE WELDED TO WEB F ON GLUL.AM HEADER � LIGHTING LAYOUT i STIFFER 1 " RIGID FOAM PANEL- ROUTER OUT STEEL WINDOW SI�L �� 1/4" STEEL PLATE HOLD EDGES OFF ! FOR UPLIGHT WIRING - ALL THREAD WELDED TO STEEL � �� OF I-BEAM FLANGE BY 1!6° +/� ' W EB BOLT STEEL PLATE TO ALL � � O - 2 3/4 THREAD COQRDINATE W ITH � � �� LIGHTING LAYOUT o � INTERIOR EXTERIOR ; , s � � 1 ` 1" RIGID FOAM PANEL- ROUTER OUT �v '� e � FOR UPLIGHT WIRWG ° 1/4" STEEL PLATE HOLD EDGES OFF ■ � q ° 1!2" X 2° STEEL PLATE WELDED TO WEB STEEL SHOULDER I-BEAM RE: STRUCT. . � _ �� OF I-BEAM FLANGE BY 1!6" +!- � t ° STIFFENER � Q 2 3�4 j- - 4X8 TUBE STEEL HEADER RE: STRUCL � � � �a WTERIOR EXTERIOR 4 1 " RIGID FOAM PANEL- ROUTER OUT � STEEL WINDOW STEEL SHOULDER I-BEAM RE: STRUCT. FOR UPLIGHT WIRING �1 t� � s � 4X8 TUBE STEEL HEADER RE: STRUCT. � STEEL WINDOW HEAD -- --�----- ----- - � -- ------- ' • , STEEL SHOULDER I-BEAM RE: STRUCT. • � — — STEEL WINDOW HSS COLUMN RE: STRUCT. � EXTERIOR I NTERIOR � STEEL RIDGE I-BEAM RE: STRUCL � HSS COLUMN RE: STRUCT. - -- � � � INTERIOR STEEL WINDOW ■ � HSS COLUMN RE: STRUCL R � � � �t��l �1Vi �d��v Fl �ad d � ill � l"ub� �t� �l 1 ,/� r . ; � � � . � . . . � . � � . . . � . . . . . . . � . " '°� �FB � � P'g'g8P . � . . . � � . �t��l ltllindc��nr Fi ��d � North Dir� � ng �o� rr� ���� I UVir�d��or Fi ��d � tVar�h L. i�ir�g F��orn " � t��l e� ir�d�vv Head i�adg � Im��� rr� 13 � h�� ld� r , lm �� rr� � 2 �h�u d � r � lm��ar� � �t��f1VVind�w H ��d � � h�� ld � r I �� �ar� _ 1 3 - 1mQ - � Gr�ir� GRID LINE LINE GRID GRId LINE GRID LINE L{ NE INTERIOR � . .. . . .. .. . . . . . . . . � . . . . . . . . . . . . % ` �� �r • ♦ � • = =, i • � ♦ �� • • 4 , � , . . . . . . . X. .. .. . . � � � 4" STONE ASSEMBLY- APPRO 2" OF STONE OVER 1/2" OF REV�SION GROUT OVER 1 112" CONC. � , SLAB WITH RADIANT TUBING ; i DRAINAGE BOARD SLOPES @ 1/8":1 '-0" 1X6 NEW VERTICAL CEDAR SIDING R@VISIOII ,, I j SEMI-TRANSPARENT STAIN CUSTOM 3/4" PLY SLOPES @ 1B":1 '-0^ No . Description Revision D�t� i COLOR , " - - - - � } r- - --�- — BUILDING PAPER LAPS OVER W. R SLEEPER WITH TOP RIPPED @ 118": 1 '_0" ,� MEMBRANE a' - 2 sra° � - --- - � ; ' � ExrERioR iNTeRioR REVISED BUILDIflVG PERMIT SET CMU �_ .._ 3X3 WOOD HEADER TRIM STAINED r � � I _ WITH PORTER STAIN 709 BLACK OH/d�JI � O ' __; _ WALNUT � . Z � -- 2X6 T&G DECKING RE: STRUCT. � � - , ' ` ; ; � � � � � � WINDOW RE: WINDOW SCHEDULE 2 � '-- - '-- -- i ; ; : , : : � ; � CHAfVGES ARE SHOWRI E3l1BBLE�i � : ' ' +--, } + � I . . i , I , ; � : , ; i --; --�- -; - -?- , t - -�-+- -i STEEL WINDOW SILL t � � , ' ; ' � i ; i SHEATHItdG RE STRUCT ; -t -: --i - -+- � ; � � 1 .. .� -- + � SHEAT NO�REOSTRUCL . DE IL SI-IEE , � i!2" PLYWOOD OR OSB ' ' , ADDED TA T , . < < i : : , � ; ' � � ; � i � J- � - � � - -- � � � - - - -- -- 9 1/2" RIGID IfVSULATION - + -i rt . ? --!-- - - -- '- . . �- • - ;- � Y . � -' I � : A � ._ I ---;+-� r COPPER FLASHING CONTINUOUS UNDER ' ' ' , - TYP. WOOD SIDING WALL ASSEMBL � ."- � INTERIOR EXTERIOR , � 1 � � --- � __ ___ WINDOW SILL SHIM UP 3/8" TO ALLOW 1 :12 " ' + -t- , � 3/4° RIGID INSULATION"PLYWOOD _ —. � = Y ' i ' # �__ - : � . ; - � I 30# FELT BUILDING PAPER SLOPE � � � � � � � � : ' = LAPS OVER W. . E N � , , ; P M M � � � � m % 30# FELT WRAPS OVER f�-.._ - _T SEE 12/A6. 1 FOR WALL -. � _ � � , 2 -- -� + I BRA E �.�� 4Y.8TUBE STEE� NEADER RE: STRUCT. � �" `" ; ' V1(.P. MEMBRA(JE `��- , ; � ASSEMBI.Y INFORMATION � � ! ' i TYP. S7dNE VENEER R�VI�,� �� ��.JILE}II� C7 ���a� IT SE� ' ' —' t _• .. ".' : , • `-� ': o - ' � � � � � wALL assEnne�v d5J20J11 ,: - ; � •• •� �= ,� T . � . . . , . f� � '' , ..�,. . �... . . �a-y�A.� ._ . . . � . � _- �- , . . - (5} PRESSURE f'7\ _ � � , ------ ` NDOW SET ON FULL BE6 � - - � TREATED PIATES - ._ ,: ' �.F�ANCtaES �iF�E .�i. �"�C1°VV� �� ��LE� �_ q ; � - STE�L WI OF ,: ' { - 1 SEE 92tAB.1 FOR WALL "° SEALAN7 AND SHIMMEd AS REQ'd. � � � 0� - 3 1 /4° �' _ 3 � " ASSEMBLY INFdRMATION ---__.,..._... g ' — STONE VENEER ^ O - $" , _ ' WATERPROOF MEMBRF�NE ON — STEEL DOOR HEAD ;' � � ! C�E�IS�C) �XT�RIC�F�i IN � ULs��IQ� � Q' _ �" AL�LOW DRYWAL�L BEHlND � 4 3 3/4'� ,: W,4LL AND ' ''� � STFEL PLATE --- — SEAIANT JOINT UNDER WINDO LL % , , : , � i , DECK C6NTINUOUS UP I W 31 3!S" X 6" STEEL B�R STOCK EXTERIOR +.�` - '� O° iNTER16R INTERiOR O° - 1 �}�° EXTERIOR � � s — — ------ ------- � - -- - W.P. MEMBRANE WRAPS 0 , — ; l �' UNDER STEEL PLATE HSS COLUMN RE: STRUCT. S7EEL WINDOW HEAD -- I 3/8" X 9"" STEEL BAR STOCK I O' - 2 3/4" CONTINUOUS TO B.O. O� - 2 3/4" CONTINUOUSETO g�STOCK O' - 2 3/4° DECKWG @ EXTERIOR STEEL WINDOW JAMB DECKING @ EXTERIOR BUILDING PAPER RE: SPEC. INTERIOR O I I 2 3/4° EXTERIOR STEEL WINDOW JAMB STRUC�OOD OR OSB SHEATHING RE --- W.P. MEMBRANE WRAPS UNDER .- ... •: . .......... :: ... .. ..... � . : . .. _ ._._._. .. ... . . ..... :" __:.' ... ., W. P MEMBRANE WRAPS . . .,. �. , : . .. STEE� PLATE ... . : : .. ..: , _. _.. - _ ......... . . . • : .._ .._...:. . .... . . _..... , .... , ....... .... .. . ,. :. .. .. ...�. • ..._. „ ; -� . . -:, . . .. . . ..... .. ..... ......... : _. . . . .: . , , , . ,.. . . ' OVER P.T. WOOD AND ._.... . ..... . , ' . ._. . �:: : � . .... ...� . . . ......... .. . . ..... ..... . BEHIND STEEL PLATE _. .... .... .. . . ,. . , . , _ . . . . . . : . .. .. .... . . ... . �. . � �-. .,.._ . .. ... . . .. .. .._... . .� . . . ...._._ . . . :� ,� : :_:.:�., ��.. :i '�... .. � . : -:. ..,'_� . . TYP. STONE VENEER ASSEMBLY SEE 12lA6. 1 FOR WA�L � I - - ASSEMBLYINFORMATION 2 � Steel Window Sill / Door Head @ Tube teei � ST°"E "E"EER , " Header 8 Steel Window Jamb Kitchen 7 Steel V1lindow Jamb Dinin Room � � � 3�� = 1 '-0° 3° = 1 '-0° 3" = 1 '-0"' � � Steel Window Jamb Fire lace 6 Steel Window Sill W. P . Deck � � �` Lg �,. _ � �_�,� � p 3,� = 1 '-O,o �� � `� . ( � � � !" GRiD � � � LIfVE �. � � � � � � � s � � � ' �� � � ! � � � � _ � �� � � ; 4" STONEASSEMBLY'- APPRQX. � 2" OF STONE OVER 1I2° OF GRID GRdUT OVER 1 V2" CbNC. L N'E �I � E GRID SLAB WITH RADIANT�I'UBING � DRAINAGE BOARD �LOPES @ 1/8": 1 '-0" 1 LI� E 3/4'° PLY SLOPES a�7 1/8": 1'-0" � � . . . � . . . . � � . � 7 � . � � SLEEPER WITN T�P RIPPED � 1/8":1 '-d" GRID � � � LIP�IE EXTERIOR INTERIOR ' � � I 2X6 T&G DECKIfJG RE: STRUCT. . � � � ` ' � STEEL WINDOW JAMB i 1 :` ri.' ' ` i � � � � � EXTERIOR � � � INTERIOR � � �� � � 0 - 2 3/4' _ , , �� � , ' 1 " EXTERIOR ' W � _ � O _ 6 EXTERIOR O' - 2 3l4�� INTERIOR = ' 4 i r WINDOW RE: WWDOW SCHEDULE t ' ° '°°' µ "' �r p — WINDOW RE: WINDOW SCHEDULE COPPER FLAS�-IING CONTINUOUS UNDER � 4 �` `�, `" � 1=' G� STEEL WINDOW SET ON FULL BED OF DOOR SILL SI�IM UP 3!8" TO ALIOW 1 :12 , , ^ `` { , �' ,n ... �.' - r , z �7 SEALANT AND SHIMMED AS REQ'D. SLOPE � � ' Y,, ,r ;% • ... ......... . � ' _` , /� (1l � STEEL WINDOW SET ON FULL BED OF _ — _ � � .:. .. ...._.._ . .; ( ,, , � � � `, ���'t`-` �t' SEALANT AND SHIMMED AS REQ'D. m COPPER FLASHING CONTINUOUS UNDER � " ; � F =� „ N � 2 WINDOW SILL SHIM UP 3/8" TO ALLQW 1 : 12 `` x z � , �`°"'# STEEL WINDOW JAMB o .� � SLOPE COPPER FLASHING CONTINUOUS UNDER � "` " � � Z WINDOW SILL SHIM UP 3/8" TO ALLOW 1 : 12 ( � �F; L� ,� SLOPE f : 0' - 2 3!4" , � � ....... .. ,, , ............... .. � ....... _ ..._. . . , . _. .. . 0 EXTERIOR 6X6 HSS COIUMN RE: STRUCT. �_� r �� °... -.'. , � ; WATERPROOF MEMBRANE ON ND � I �I � � '�' � —� I i ji � " ' D CKCONTWUO ALIA 3X3 WOOD HEADER TRIM STAINED `' '"` � �� ' ` UNDER DOOR SILLS UP STONE SILL SLOPED TO DRAIN W A ' I WITH PORTER STAIN 709 BLACK - , — _ _ _ _ _ ! f — ! — I CONSTRUCTIOI V WA W UT ' — ,- � ; : : �. II �OCUMENTS z 'l7 II STONE VENEER ISSU@ D8t@ V�IO3ILO I Q f T 1 � 1 X 6 N E W V E R T I C A L C E D A R S I D I N G ' I 1 y ^ � � I SEMI-TRANSPARENT STAIN CUSTOM - N INTERIOR COLOR ,' •� I DfBWII b r� _ _ __ _ _ _ _ _ _ � ' �I ! _ _ _ _ _ _ B 2I P�YW OD OR OSB SHEATHING RE: CIl@CIC@CI I� _ , t�� I LAP WATERPROOF MEMBRANE _ io � � WINDOW SILL ANDR AND UNDER '; STRUCL � INTERIOR , STEEL WINDOW JAMB I CONDENSATION GUTTER LAP WATERPROOF MEMBRANE � ` LDG. PAPERANDUNDER ....... . .. . . . . . ......... .. : ... ... ........ �. ;. . � . ::::��. .. . : ,.... .. _. ..., , ': ' .::' _. � � ' _ . � OVER B _.. ..... . : . 8I@ - o � I _.. . .. . ..' .. E ._.._ . ...� .. : , .. .._,... . •... .. :. . ... . . WINDOW SILLAND � , , � �_._. .._ . .. .. . �.......... : . .. �... ,.. . :..._... ,, _ _.._ _ . � . � . � ..._.... . . .. .. - � • ;:.. ... ._._..... .....' .'. ._ �....... .. . . . ...__.. ... ., : : - -�...... ..... . :, ... .._...... ...: :�, ._ .. ... 6X6 HSS COLUMN RE. STRUCT. � _ 4�� , BUILDING PAPER RE. SPEC. , ; CONDENSATION GUTTER ' '' 0 2 3/ I - - . _ .. . . . . _ .,..._ .. . : � ._..._. . _.... . , , ._. ....._ . � . . . : . . _ .., _.. . I _ . .. . . . . . .......... �... __ ._. . :. ........... .. : :: ... - � � . .. .. , ,._ . . 2 � . .. _ STEEL DOOR JAMB � � 1/2" PLYWOOD OR OSB SHEATHING RE: , TYP. STONE VENEER ASSEMBLY STRUCT. - BUILDING PAPER RE: SPEC. ( I I , � _ _ TYP. OD SIDI W L ASSEMBLY ; I � .� STRUC�OOD OR OSB SHEATHING RE: i SEE 12/A6.1 POR WALL I SEE 12/A6. 1 FOR WALL � -*� -f ASSEMBLY INFORMATION ��� � � � TYP. WOOD SID G WALL ASSEMBLY I ' � � � � O� - 6° - ASSEMBLY INFORMATION - I � ■ { i � ` " SEE 12/A6. 1 FOR WALL 2 � � _ STONEVENEER ASSEMBLYINFORMATION � 2 � �' a � r e�alls � � � � �� Steel Door Jamb Tube Steel Column 1 Steel Window Jamb Tube Steel Column Steel Windaw Sill Wood Sidin Steel Window Sill Stone Venee � Steel Door Sill W. P . Deck 3 v � � 3�� _ � ,-0" � 3" = 1 '-0° � 3° = 1 '-0° � 3" = 1 '-Q° 3„ = 1 '-0" a � � _ � � ;; � _ _ _ . ��- . � _ . __ _ _ _ __ . _ , _ _