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( • ' ' •1" � ,.�.� ' . �./ • / . . . . ^ � , ��...� • C NIFER .,- ' . — � — - — - _. ._.,- ' y • / � � (APP � QXIMATE / � ( � � ' APPROXIMATE � • , ' � � � � Q . 16 d iCALIPER) I EXISTISPAC ARKING I � � � \ I . '� �'� � � Q � � ,� j . / • �- - - - - - - - - - - - - - - - - - - - - � � . � � Q ! � ' V 1 ; � � � . \ . • INT LEPHONE. (SEE OP�GRAPHICCAL & U � � . , � � , SITE/STRUCTURE AREAS o W � � I I _ � � I S WC�... PQE ON EOT 1 - � � Q U � � ! • � ! � �• : MAIN �,, � / ' / I I � SO�,lTHF�ST F REAR LOfi �CiN �j--- , .._, . � _ PR� PERIY CURRENTLY ZONED AS LOW DENSITY � Q � � ` � ' � I � r \ ( wA� � � • ! �' MU�TI -FAMILY. � m � � ; . . j . � ELECTRIC � ELECTRIC GA5 SUPPLY � / � ,,,..- • I PANEL • METER ' METER LINE •� • � • I GROSS RESIDENTIAL FLOOR ARFA (GRFA) 0 � U I � ! j � . '- � --- — _ _ . . .._ . ,.,.. '' � I � ' CALCULATED TO OUTSIDE OF EXTERIOR SHEATHING AS " (j� � � l r � � -, � . APPR X. 20a MA�. HIGH ! REQUIRED BY TITLE 12 , CHAPTER 15 SECTION N � . / � Q���N�'a ( r--- � i � - � i r� ==� _ � j = _ _? ' � CONIFER � 12- , �-3 B. , . = o -' r . � 1 ! � � � ' LO�SE LA�D ROC - - - - - - - - - - - - - - ; � I 22o► RCAL PER) � I / ; , % I �EfNNII�GWI,LL � I 1 ST FLOOR AREA = 441 .45 SQ. FT. � O �— r- 'Q , ' ' ' 2ND FLOOR ARFJ�1 = 420. 59 SQ. FT. _ ,' I � � I � � �l 1 I .� � � TOTAL ARFA OF ALL LEVELS (GRFA) = 862.D3 S�. FT. .—I .• � � ' L " � � � ELEPHONE / �I � I ARF�4 OF THE LOT NOT INCLUDING ANY EASEMENT � �` / ! � .j � I ' ERVICE • . I ( = FT. O , � i ' ' / � • •� � I� : HO SE FOOTPRINT AREA = 441 .45 SQ . FI'. Q — , • • • I � I � �� ( I D E C K A N D W A L K A R E A = 3 1 4.3 0 S Q. F T. � � i � � :I i � : • . � I � � I TOTAL GRFA = 862.03 S. F. � > , � / � , � I . I DENSITY = 47 SQ. F?. GFRA PER 100 SQ. FT. OF � � 0 , I � � � � • � � � ' � • � / i , I 41 S UC WA . � � I ' + BUILDABLE SITE AREA. Q � • ' EXISi1NG ' � • R Y N I 0 0 E • . I � I OPEN SPACE P R O V I D E D 1 3 9 2.0 3 S Q. F f'. � �– j � � CoNIFER J' � ' � OF P = 70 ` � � � I ' �PEN SPACE PROVIDED 76�* � : . (APPROXIMATE � � I • . I I I � � / 10 � �� P�� � � • � � 1 • I *CALCULATED AS IF ENTIRE HOME WERE WITHIN THE � � . � . I , �t t� '� . I i � NEIGHB�RIN .('s PROPERTY BOIJNDARIES. � . � . � i , � .- . � : � ` .� I i . TIN4 STCIRY WOOD FRAME � . , ,Y, � . _... O � r- -- • . � \ ' (� 0 , I • I � � AREA OF THE LOT NO�NCLUDING ANY EASEMENT � . � � r�, / ' 1 ST LEVEL F.F. 8447.5 ��a 1833.48 SQ. , � • j , , � • , �p `� . � � I � HOUSE FCIOTPRINT AREA ON LOT = 396. 98 SQ. Ft'. � � � � . • � ' � : I DECK ANQ WALK AREA ON LOT = 192 .49 SQ. FT. ..� . I '` i ` � � � I � ( TOTAL GRFA = 773. 68 S. F. , � � ' I ` ` � ' 1 I � ' I DENSITY = 42 SQ. FI'. GFRA PER 100 SQ. Ff'. OF . � j . I . i � I BUILDABLE SITE AREA.** � I ' i � � ' � ' � I ' � � � OPEN SPACE PROVIDED 1436 .50 SQ. Ff'. / / � � I I, � ' I � ! � OPEN SPACE PROVIDED 78�** . � . .--� • I � ' � I , � � j ( ( **CALCULATED WITH ONLY THAT PORTION OF _ . , . ..._ . ---„ ' ''" � j � � • � , I � �- — — — — �,— — — — — — — — - �. STRUCIURE BUILT WITHIN THE PROPERTY BOUNDARIES. � � I ` . \ j I � � � 1 PARKING SPACE PROVIDEQ WITHIN FRONT SEfBACK . . � ' ( ' � • j � ; /' / � ARFA. . � ' ► � � i — ��o� � , � � � �'" j , I ; ♦ ' . i � . / � ,,� • THE CURRENT VEGETATION/LANDSCAPE ON THE SITE �,,. • � � I I — — — — — — — — -J � j � • � ,,. . EXISTS IN ITS NATURAL STATE AND HAS NO FORMAL p � � / ,. • IANQSCAPED AND/OR PLANTED AREAS. � . ...-- ' '� j � � ; ` EXISTING � � • — ' — - � , ' . . CONIFER • I � / • / _ , � . / I ' ` (APPROXIMATE ' I � ' ' / . � � 12'� CAL1PER) �/ � . ./ � / ,� ,. -,�,���: —� ,�- ` y �:::� ''� � � � ECK . � i r �, �.,,� ,� - � i" �°` � / • � . / I / � / ,. _ � �, ��' ,,. . � � . „ �u � �� . _ �,,. - j . I � / , � � /' . � � �,,. . ,,,,,. - ..-' ' � � � 1 . 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(SEE OPOGRAPHICAL & �--� W � . , , � , SITE�STRUCTURE AREAS 0 I ' � . '.� I ' J / ' I S SO THF�T F REAROLO Ol]NE.T 1 - - - W O Q � Q � � � I ! / ' ""' . : MAIN / • � ' � � I . -- . ...�. �' .-'. . .-- . .--.. PROPERTY CURRENTLY ZONED AS LOW DENSITY _I � � I � I I I � I WATER / � �'' MULTI -FAMILY. � � Q � O . , � I . ' ELECTRIC � ELECTRIG GAS SUPPLY �i ''� / I ,,,.. - ( PANEL • METER MEfER UNE •� ' � - I - — - — - — - — - — _ � - — - � - ____ - GROSS RESIDENTIAL FLODR AREA (GRFA) � �-- U � � I � � ' - � ,,,_ � -- .� - - - - - - - - - - - - - - - - - - - - - - - - �n .'- • " � j ( ' CALCULATED TO OUTSIDE OF EXTERIOR SHEATHING A5 N � (f� , � � � ; L- - - - - - �� — ' . . � . � � APPRt�X. 20"� MA�. HIGH REQUIRED BY TITLE 12 , CHAPTER 15 SECTION . � � EXISTING , , — •• ' , . CONIFER i � � � . �� � LOOSE LA�D ROC � 12- 15-3 B. 1 . � � , (APPROXIMATE • , ' ,, , f;: f`,r � f,,r . :. : �` ', '` /` : :'", f �, rr `' � i` '' i"� -� f %- ,f'� ! . ETAINI W = � , .. , , ,, _ _ I � I ? { : •" , ;. � �� '� � ,� .: '' '� ! .;> '� ..°' �r r'� .. � / ::;;'�" �' ..� f ��j . , ��� , f �:�',.. ; �' : i l � , I— . � , 22 � CAUPER) • � ' '�;f ,.�' .' ` • :,` ,� � �' ;�' �"i;= , ' ,, � �,f -' : ' ,i , ,, . � � `�' 1ST FLOOR ARFA = 441 .45 SQ. F�T. I— � "� I . � ;' f" ' � ,�' ,` r` �; �,f "� ,,r'� , , i ` � /F : /" ' �-` . r" l ' = 9 S . Fi' � � � • .' ;�' ,� ' ; ,;�'` f, . :�� + .. ;: ,, ;" "`" ,� .i' : � 2ND FLOQR ARFA 420.5 Q . � , � � i � ��,,;' o �.: F o , ' �,�`,�`; / /',. ; ;� 41�1 Q� .�7p'R�t%E a , f'�" `" '� `�,''rf F``� ' ' `' .� � ' � = � � �` � ��. . . � � � � . � � . � . � � . . . . I, / � � ;' f �� �1'� ,:'�; '' . `': f � .., ,.: . � '.. {� ;. . / .. f �.;:'� � .f . r '� �� ������ � :`� .f� � / ' � � . . . � ' . . . � . . . . . ' . . . • f fl .. f � , . j " , f . :',' f� . - ..... � � , � . TOTAL AREA QF ALL LEVELS (GRFA) 862. 03 SQ. FT. � � —� ..� ,� . � <. _ �p�ur ,f� / � ' �� F`�� sr � cF�� � �' / / � }� ,r � � ° �I�/1��!0� ' ' :!'`�'!� '�'� f'' � ,�"' �� '� TECEPHONE !I I Z . ' , � ,,,''�,�`� {� ; R�- � � `� . `:�� .� ` � ;P� � ° � •�'��:�` .; ' �� ,;�+ �'? ;;��° � ,,� , ;;-. � . :. ...,, .� I � AREA OF THE LOT NC1T INCLUDING ANY FA5EMENT , . . i / � ,� s�Ea`r���u� ,,�i : ,, ,� ,; ;.. , � �i''r. '�U�}F' �K l � E�vicE = LL. ,�`� f � � ,� ; ,� , { ; �,{ � • � O . . . ,� ,? , � f ::. � , ,.:��`��,; ;;�� : -f� r�` ,•'j ; � ��f`j� :f' :� ,�' AREA 1833.48 SQ. FI'. : � i ,�'� r � `�,f � ,�� � � �J ' / . ��'' ,; �;� F � ,�l ` ,.� r f f . , �. , � EA = 441 .45 S FT. — ' � I I . f /` . r , f � ` {,• ; ', .� �`; ' ,;�'` ,� ` ` f "�� ' ,; ; f � ,, , � . I HOUSE FOOTPRINT AR Q. O , , � / .�. ,�. ,�' f � ,:�� �'::�' ; ..�' .�' ; ' , f ` �I �A;.; �3".:�����R ' .R�F.�4 �� � r�``� � ,:� � s - s� f .� , _ , (f) , . /'{ � , f �` ' , r r,�� ,:.. G.R�4�,S'' RE G)E�i`T I` .�L C� EA �'('t.�. � :' r, ,i' , � DECK AND WALK AREA 314.30 SQ. FT , ' I � � `'f � r�'' %`' F� '� `� ./� ;' � / ;'� ;� ` � ' ;D f'I�C�` .C3f � - fi� �� � . � .�X�f � I �.��,`< �=1 T .I {�I � .:� �''l J . . TOTAL GRFA = 862.03 S. F. �� — � . . , , � / ' ;:� ; ,� �,:�� ,� ` ,; f � �,/', '";, ���`1,1k�P�1`�E � S C� �,� F' ; E � f,�i� S ;��• . • �. , . � I--- . ", . • , '"?,�' ,-�" � �' �`` .� /'+� �� r-� �ff�:E :�.�E� :-�Y` �iY�LE� '.,, f1 ��1Ap,�'� F�� ,� 5 >�. S�� :�IU ,� : '" � �' ,f�' , / � � — • l I � � � 'l�,r/`� ,,' , . ; f .`� ,•�` r,�`'` ;' ,�'� ,r .; f � ,� ,� . � � , f ,, ,� � � I � DENSITY = 47 SQ. Ff. GFRA PER 100 SQ. FI'. OF �J � . � . . r , i %` } . '' � ! ! � � � � � � � ''` r�' ,%` ,X � � ,' � � �/� /� '. � . ' � . . '7 . . . , . . w � � � ,+ � ;� " ,; f,, ,� ; , , `1r� -F'1�5 u� :<8 �- �- . f � : ,r�'' �``��'�f,�• ` ,,� rf � ,,�f;� ,f // � �.�'�; � • � ; BUILDABLE SITE AREA.* d ''f,-� ,:```;r � /` . ' {'` i ,� ,' '`` ' ` ,/ : "'� . . . . � � . . / • . f � � � � f F �'..` J�l � £ . / ' . . . . . . . . . . � � � � � '�` � � . � � � , , ' � , � , �` ' � � � . . � /` ;��` { ,i ,i ' ,� f . � � �: �::'� ,/ ``�� ,!� ;. /� .'";� r� ' ,� , . , �` /� + � � • . � EXISTING � � ' { ' .`;: �" ,, ,� �'� �' , fF.L�.O ' ::�� -__' 47:�45 : �� � ff ��T; •'� }� ,/f . �'`f:.'':. � ' • � ' OPEN SPACE PROVIDED 1392 .Q3 SQ . FT. CONIFER / � ' f • r� �/ :''' .r�,,�` rr f,fr,; ,f ` � �'I ;S�"�, f7�� f�� f/ �' ��j• � ,� �` f;• �'� . � I � * � I / l I � � ��f,� r ` � i. • ; �� /' � '' f` : 2J�fi� '" .FL� {�.I� ,�4R� .= � ,4��.0 . �9 ��St� � F;f.,�,' ♦�`� ,� / � I � OPEN SPACE PROVIDED 76% � . � (APPROXIMATE , ,' ;,i / ,,,��,r, �'`'` ; i'� � � �,,, �' ,. � � , ,,, / �, . � � �, "'f,, ' �.. ' , j (I� u � /' r ;' �`�` � : � . I � J 10 9� CALIP R) • �'' ,/� ,� '' � ,�' f'' ,� r'` � r ,�' .::�:,` � r, ;�'TC��T� ,C�,A. RG:A .'O:F° ;AL� :�LE1�EL� (U�.1� F'A�,' ��" ��C,�.:�. 0�:' 4Sr� . f I *CALCULATED AS IF ENTIRE NOME WERE WITHIN THE / � ,� /� , . . , , , � , � . . . . � . . . � � . ' . � / , � � � , I � . . / . . i / � f f• ! '' � f/ ` 1 f ' ,/ 1/ . . / � /`. ,r` . i �' I. �' . f/ :, �r� � � �' � . I . � � . . . . � ,��'� ��` F �" , , � � �,�� ,� ` . ;�� / : `.�' ` / � ! + NEIGHB4RING . f,,r :. , � ,r� � , . / / � • �'` ,,�''� I,.r' ,� ,/ ,, ; , ,�`` ,/ , ,.� ! ,�, ;::, ' , ,; , �,r ,: I PROPERTY BOUNDARIES. , . ,�'�i' . r' �,' r` f r' ,� , f� •'` fi ,,.: '' '� ,:: " ,;- .,, ,; F �"'�� l i I / i / . �. ,��'�:� PA��f�l�1 � '' � ��P�C�'.,-f'.�Q��p �V� `�`H�N �FR4 � � ;�E�A �� , . . , , _ . ..-._- , ,.' r' ,r ; ;.� , ,,� �r� , , �,; ; f• , { �.: � �;. �� �,l'�. • I � , • TWO ST�I�Y WOOD FRAME AREA OF THE LOT NOT INCLUDING ANY EASEMENT 1 � . ---- �- � -- O , �' . �''�``` ;:�,� ,�` ,� , , --� ;:� '"' R`F.-'�`. '`` , , �'`' ,�`� �.� : " `. �` � • - s �r r • � • '� f i"• �'"i ,. ,� ,�' � � / ; :',,' ; ;,�� ;:` ,,,/ ,, > ��,� /: � ' �,- � ' 1 ST I.ENEL F.F. � 8447.5 ARF�4 1833.48 Q. , , ' � I ,�•' ' j�f � ,�'�f ,�'` ,�` ,�,�'''{ •'`,.,' ,,,"' �`' ,% ,,'' ; ,' / ; ' ,.f`f ',�, / ;:'" ,f./ ,� �'' , ,i ;.'�"F:` ' �' , I � � I OOTPRINT AREA ON LOT = 396.98 SQ. FT. r , ,r � . I , � � � :�` i ;�; ,, ;, ,,'�'`� � �'• ;: f �, ,r ;�� ' .� ; �' ,' , � ,,' � � ' ;,'�,;''� ,,' ' ,•F � . � . HOUSE F ; , / . : ; ; . �� . . . � . . , � . , � . �� ! . , .;: / :' / r / ! �, f � � �� jfl � � : �.. . ; r �` !j r�fF� f�. ? . �� � ' r. F . � `f? r� �'J � • �:�� �? � � . � � � . . . . . � . . � . � f � , , S£E ';�tT.�/ ��Rl�����1�E �/�k��A-��"N��ES: :: . ; , ,� ,� ,,' ; � s DECK AND WALK AREA ON LOT = 192.49 SQ. FT. �,.. . � ' I � ` ',/��' ,�' .� r�' �� �,•'- ,�� ` ;' �� ,�'�,�'� ,rF ;% � ,, ,F` ,/ �� � ,�� �� :� .{r / ` ,•�' ,��f " ;;'� �` �,,r`` ,��` ,� • � • � � TOTAL GRFA = 773. 68 S. F. , . � j r` � �' ,•• f/' /' � ,•• ' %` �� �` f,/' : . i ,/F :'' r' � .% ,t' � . � 0 . � . � . . . . � ' _� � . � , � � � . . � {'" .,' � . a ,•' � � i'� + it� f!f / � � � %f / li' f� ,F / . {.� �` i ,/ �,r�/�`r ,r � � , . /F /f ��� �` } �� � r' . / � . � •. . � � . � . � �, . � . . . . . . . . . . . . . . . . . � � ` �` ' ' f••� , F` ` �� i / �/ � �s'� F' �� � %- ,j/ �� / / . j '/ ����J F • �. •••f • / � f ����1� �ft ��/f . � . I � 4 . . � . � . � . . ,. I � � . f J f'� ,•��;�`�,�` � `� / � . � � f ,� ,f ;'`� ,f' . " � .�'` ` , �,, ;/ ,:' ,.� �� ' ' /'f ' '� ;-' ,�` l�," ,,/� /,;f � ''��' _,, ;� . _ _ � � � DENSITY 42 SQ. Ff. GFRA PER 100 SQ. Ft'. aF � � , � � f f �,.� � ; �,f ,f ./ ,f , , .�` ! f ;: f� /�. �' � ` � � � � I ** � , ` , • � � �`� }r � ' , � . ,.�'' ,� � , ,• ,.� �,. ,� '� � . � I BUILDABLE SITE ARF�4. . . � . . � . . . . � . . . . � . . � . t � , ?' " `r` • f, lr � � /'�.. 'l � r f' ��,f% f` . f �' �l / ��� f, �/ ;� �f``f f �f l{ � `. ' I . . . I ' • . . . . . � . � � � . . . . . . . . . . � ' � � �'`,, i' F�.- . �f�. f' f� /'t � � {' {'`f f f � f,; f` , / � ri. �'' � � � � �� ,/ f ,' {`. . � f'. f J f;f . t • J • . . � � � . ',,'' �/ ;' ' ,,r� / ,/ ,;�' ;= �� !' ' , r,- `' ,� ,f ,'`�,/ ,,� ,,'� ,; ,r/,F'' ` �,.r` ,,' /,;' ' ,i` _ � I I OPEN SPACE PROVIDED 1436.50 SQ. FT. . � , �;� � ,`� ��� ;;�.,���'' ,,,f�f` � ; �. �.,� ,f ::-' �;'� ,� , � f '��, , � -�. � � , I ��" .,,``�,' .,,' � / �� � ' . I . , ,� i:+;:` ,f, ; �f. JF , � �, � : �f,�..., ;. �,:-f�;.�; f , ! `. j.� .; i tiU�`S k3E��'AC� ,:�tSF''`� , � ` F �' � i OPEN SPACE PROVIDED 78�** ./ � /� ` / y p �/ . � . . . . . . � � . I ( . � ,f'�•j� ! / ��.,�'' � i�r r f` �/ . . ' ''J �;t .�'�f �F,• / �� � •. �' �'" � � �f'� . {-'' f'` /j fj `/ � �,J . `� f�'�/'��E1��iQF� f�` f f f f ' � � � � . .. . � � . . � . . � . � I r' '� `�.� f .�� �� ! f rl r'� � f/ � / / / t�''`� J�f I . � � � I . . ** . . . . . . � .. --' � � , , ,,:::. ,� j,; ' / ' ; :, ' ;i', , �` , ,� . : �,f�/ ;. � ,.� �� , u���, ,/ ,f` ; . I CALCULATED WITH ONLY THAT PORTION OF . � � . . . . . . � . . _ • _._ ' _....- . '� � . � . ; I . . f� � `',." � f J,�'��f �! /r :i'�� lr /� /' :;! f.- : �,� ,/ .i':�� �/fi �r ,/'� j`fi .�� ;r' � � � ;�f •�.. � f� �'� ��� � I _. ' � . � . . . . � � � � . •1 i I ,:. '`,I/�f' . ;, '�. ,F�r �.�, '' ' . �� '� � � `,`'f,`.' �, ' I ` • I \ j , ° `, STRUCTURE BUILT WITHIN THE PROPERTY 80UNDARIES. � , � � :, r; � � , ,� ��,r' ,f ;� ,. - - - - - - - - - ' /' / � • - f, �:l,� �, f �/ � ,; ,. - � - -fi- — � I 1 PARKING SPACE PROVIDED WITHIN FRONT SETBACK . + . � I � — - - - �/ �'" ` ���'� �'` � - - - - � � � - - - - - — � ' I � , i�:— - - - � - - - - - - — � — ARF�4. / � � � — � -- — � � ; ,,�` ' i ; ; ` ;f ,�� f : ; � I � I � � � �-' ______ _____ �,, / • � , � f �f ,,/�,� ,.., , ;, `, � � . . � � ' . r . � '' " THE CURRENT VEGETATION LANDSCAPE ON THE SITE � �i f f� ., �: `'� ,/� , ' ` / :�' I � � • ' � � I ` ` ' ` � � — '- - �- - - - - - - - - - - - - - - — J � j ' • . -'' �,. ' EXISTS IN ITS NATURAL STATE AND HAS NO FORMAL . .,,, . -- � f � i / � : � i � i � ExISTING � I . � .�� ,� 1�4NDSCAPED AND/OR PLANTED AREAS. — . � . _._. . ._._. . _.-- � • ' � - - - - - - - - - - - - � -0UTUNE QF CONIFER . I � / . ,,�^ j , � I I ` BALCONY ABOVE. (APPROXIMATE ' i . 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' DATE � CONIFER I I i .. 8� r (�wPRaxiMa� i ; 07.C15.06 � ���: I 12"W CALIPER) � . . . . . . . . . . . . • , ..r��" � . � . , .,.�: � �: PART OF LOT 2 ! � REVisioNs � i l .f. : ,.:�: �� .`o°4rz�ES ' � �""� � ; � :f` � .f. ,� � . . . . � . � . . . � � �.. �,,.�. ` . . . � • 1 f'r . . . � . . � . . . . . � � � . � . . . . . . . . � �;, ' � � • � � � . � . . . . � . . . . . . . ��' o • . . . . . . . ' ' . } `' � . . . � . . . . � � . � . . . � � � . {fi, . . . • • ,;, � . .. . . . . . . . . . � . . . , � . . ' � � . . � � . . . � . . � . . . . . . . . I ff,�. � � � � . . 84'4�! � i . � r'�J � � . �. . . . . . . . � . . � �. . �. I `r r" . � � � � . . . . . . ' „ . � � . I � � � } ,,,�r L 33.�0' �AS RECORDED) , , � i ,-�, � � � � . rF! � .. . . . . . . � . .r.rr�, ' x.•��t ... . . � . . �. . 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FT. „ � �, ., . . . . . . . . .. ' . . . l.Y �..-� . . . ....� . . . . . . . . . . . � . . . . . . . .. . . .lf� . .v � � . ,. . . � . . � . . ��. . � . F ; . . . . . n .. .. � . .. .: . . . . � . '�. . . . . . . . . . . . �. . . . . . lf f. ... .. . . � � . .. . . . � . . . . . . � . �' ml f:/� l . . . . . . . ; `������ � �- ����.�� N OTE : f��`' �� �� � � -�� ����� �`��ti . ..: > SEE T� POGRAPHIC SURVEY FOR ALL �� ��� .f�� ��� � ���.� � . r _ {,;.. , il VERTICAL ELEVATION INFORMATION . ,��, ', � � � , � �. �. p �, �. p . � � . p ����� � . �� t � °� _ _ _ . _ _ . . _ ,.�..� � ,,,. - x . , � ,..-t 1 U1 G �.� � �:������ � � � � _ ASSUMED MINIMUM ASSUMED MINIMUM ' 35THEIGHT UMIT — — — — — — — — — — — — — — — — — xi � ' 35 HEIGHT UMIT U = � W OU� C.� IijJW � ~ p � ,�..IWZpQ � . I , W = W � >- �' � W � � O ( � , I W � H 4 . � dZOWU � � oZ z W w mOO � mF- � = �- W � � _ � � � = iW_- U = Omt=.) N � � W �,'� � � � N � J = � � � = W ' � a �j � � �j � �j CO � Qa � W � a NH � U � w a �� °' � a � °�' � ZW � p '� t/7i � Z = Q = n- la la , � a � � of- m — Z � �` � W � Q ° � � ? g � � o � � ¢ a = 4W � � � WW � a � ~ Z � JZQ � � tJ � � C� O.. }- Q tn I , OOW � U JZ W _I �- W I w � w � o � �- ¢ c~ncU,� � tnw � o = = � z <[ � � � � � � � `'� � > c°� w �'-� wo- zt�- a ANDING SEAM � � 3 � - ' ME7AL ROOF , I ---- ---_ � ' ' I � � �'J"'� !'�1 z � � � �r+ Q W I µ � � � Q � I I OUTIJNE OF NEIGHBORING � � STRUCTURE � � Q r,ozQ � � O ;' � I �� � � Q I � � � U � � = . d . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . w . . & � = � w °oocaw .�. U H = J = � 8453, 11 ' ! ' � � ' � = �0 � � JZ � = I- � � � � � ,�,,,i � ! � , � � ' � 2W � >- � pw � pO , � = Z � VI 1- � ZW (,) � I � � 1 moz �, r �,, � �- gZ � I I j 1 j � `1- O � ZmaowoW . awa = _ _ � � 8453, I1 ' ! � � � � Nv� � = Q � U3 = wUWi � ._._ . • � m u7 0- � t- , .,..... . . � . . __._ . . 1 � I � zW � oJU, � z = a � .,.- j • ---- - - - . . . . . . ,_,_ . . . � m - Z �- � - - -, F- ,,• . - - • - f � - • . . . . . � o � � 1 � /„ -- - • - ___. . . ._.. . . ' w � Qpa � Z � � � � , / , / . - - - � . . ._.._ . . . . ._._ . - - . . , . . ._.. . . _._. . . _ . .__. . . _. . . ._ � • ,..,_ . . . . cn °- f= � � ac.� � w '"'' . - , � EDGE OF PAVEMENT -� . . ' ___. ' - . . ._.. . . _._.. - - . . ._... . _ ._. . . � ' _ ¢ ° � ° � W � Q a' c� / ` o % _ w r- Z . • � � . . .__. . . - - �.. . . � . . .___ . . -- . . ._.. i- z � Z � � � Zwa � � / ,,,_ c? � ro ° cn � ° = a � � � / / / � oo � � v � � w � � U / � . w o- W � o � � ¢ cnc� / . / / , � / � = WO�... o � wc=� � r,Z,� `� � •� / / � / � � w �- wwaz � Q > c..� / � / � • ,: / � � � � / EXISTING , ' / . ` � . . � NQ ' CONIFER � � l (APPROXIMATE �. , , � . . � NEW ELECTRICAL SERVICE IJNE IS TO , � ' 16 cb CALIPER) \ � APPROXIMATE SNOW • BE BURIED FROM SERVICE POLE NEAR � SITE�S 1 f� UC 1 V RE ARC1'1�.7 � � ' \ STORAGE AREA � THE REAR PROPER�NE ON LOT 1 TO W $ �2,',�w E • r ' ' -� PROPER7Y LINE � ,3,3.QO' �AS' RECORDED� � PROPERTY CURRENTLY ZONED AS LOW DENSITY � w zo _ . . _ . . _ . . _ . ' �_ . . _ . . �. .�.. .-.�: _ . . _ . . _ . . T. _. _. _. _. _. _. �. _. _._. _ ._. .�.1. _. _. _. _. .� . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . �. _.� . _ . . _ . . _ . . � . . _ . . _ . . _ . .� . . - • - • • - . . � . . � . . .�.. l .� . . _ . . � . . _ . . _ . . _ . . _ . . � . . ? . . �. . �y ..--- � r � -- � ' � � r • REMOVE - - - - - - - - - - - i MULTI - FAMILY � , . I ...-• . ( ' EXIST1NG DF�1D ��PROXIMATE I � j ' � . O . � �- F f ' � CONIFER D(I G PARKING , . / GROSS RESIDENTIAL FLOOR AREA (GRFA) � W � . : � f �5�; I ( ; (APPROXIMATE �PACE. I � � I � CALCULATED TO OUTSIDE OF EXTERIOR SHEATHING AS = � / '� � � 1 s'l� CAUPER) \ � � ' ' / REQUIRED BY TITLE 12� CHAPTER 15 SECTION �� �r '� ' � I ! R�GRADING OR REVISED ` I / � � - , / ' � / • � 1 . . . 12- 15-3 B. 1 . � • • � � cQMrouR sHOwN wiTH a � I � • ,� PROPOSED 1 ST FLOOR AREA = 574.76 S . F. W m I / / STING . - � - I ' - � . ._ . } I SOIJD LINE. , I • ' �,,. ' --- --,_ ' .-..,. . .._._. . --- � PROPOSED 2ND FLO�R AREA = 553 .26 S. F. � �. ; . C NIFER ,,.- ' '' I : ' • - ' - • - � -.- - - -- - - � ' / � / (APP � OXIMATE , i � I - -' ; TOTAL PROPOSED GRFA = 1128 .02 S. F. � Z Q Q ; . 1 B � �CAUPER) ( . � \ / I /� ` � . � ADDED 1 ST FLOOR ARFA = 154. 17 S. F. �� (� ��" 'j � � / . • - - - - - - - - - - - - - - - J • � ADDED 2ND FLO� R AREA 132 . 66 S.F. � � / � - - - . � . T(3TAL ADDED (GRFA) ARFA = 286.83 S. F. � � I- "�C . I 8450' ' . . `.� • : ' . . � !I \ I URCE OF ELECTRICAL & . - W ' , / � . � � ; :: ' ',., . ,: : ;� .. . .... . ..... . .. . . .. . . � � =rti. '� ,;.Y: g..:• .� G� r ,.,h°� ��. � I . � LEPHONE. (SEE TOPQGRAPHICAL U Q � � I I / � 1 S WC-f�. PSZ..�E ON LOT 1 AREA OF THE LOT NOT INCLUDING THE 12 Ff. / S . FT. / � Q �"� Q � �:~ �~ � �, w ►_'`��� '�r "''�� � ' EASEMENT AREA - 1833 .48 Q / . . . . . . ' / . . i I .+ • ^ � Y�? •`n+:<r='i.4`•1,''q y'Yy�,; l A• .T•�^L% - . �y/ / . . . . ` ''� I � . ...f� EAR�'TH RF1�R �OT �INE.) ---- --_ � � 0 � � o . ti 3..�w •:. .. R k�i. , . , / ' � • 8449 ' r - - �fi�. . ;` . . , ,:,4; r _ , • / � j ' • '' .._.." ' -- HOUSE FOOTPRINT AREA = 5�/4.7�SQ. �I'. � O .�e � l. � h � /�+ ,l� � /� ' I � I ' � GAS M ETER MAI 8448 -.�;:. . � � . , _ , . t' _ � m . , . � . TO BE COVERED. � : .:=:�:_'-' ;�•w'�r"r•.�•�; .,.;r=ti•`� 1 / � ,,. � � � ( DECK AND WALK AREA 450.37 SQ . FT. [ . ] . . . . . , � � � I � �': ,. ..'•rc.�- .le,t' 4, a.�i���L•.\.'s.��.f�,: I . . . . �../ .. • WATER 'F" ' . `�L�" "���:.:°'."• '=�"''��w.°R� / � . ADDED DECK ARF�4 140.77 SQ. Ff. I - - - � - - - - - - - - (IF ALLOWEQ BY THE `-:;���=,•;.r:-,.'�'r;w�?rft'�'•;;;:;:�::.;:;.; •� -'' . , - - - - - - - - - - - - - - - - - - - _ " U I . ( - ,. • - . � . _ . _. . SUPPLY . . •��,�.� -'' � � � . . . . � � � I � -- • ---.� POWER COMPANY) � NE , ' y � � � J � ' � � ( TOTAL PROPOSED GRFA 1128 02 SQ FI' � ' -�- - • . - .� � � .ti;•�� . � 'r:`:' '::�,.r,.•:. .. ,�,.- ' .,G� . s � •!!. \� � tir.L. L �l4 � �,��Qir�B�F'�'�F_q (�'� � � � � , . . . . � � ( .`,I:::i';. ''^ ` � .. �•,r:c::_� , � .. ��fo . ' ' t V � : ' � EXISTING � � . ' ; - - - - - - - - - � .�.s.�w��':::�`rrh;G=,'�i':��;=,`��'�::;tK; � � 1 � . CIENSITY = 62 SQ. FT. GFRA PER 100 SQ. FT. OF � _ I � . CONIFER � f � �� . ' • . • • °''!'�+ ' a .:.�:�y�i:!;;• ' � ,�..� 7r �.r:Ty � ' � � . � . . . ( . ' . , : . . � � ` . , f{ � !`� r rf f F� { .. '� r .''� /� . ff '`l ' . � . � . � � � � � . ��. APPROXIMATE , � ,,� ` ,-' ,i� ,-'` . . . ` ,. ' �:" , � , j 1 + � BUILDABLE SITE AREA.* _ � � . . . . . . . � . . . � � ' \ . � � . . f f, ;y'� ,:� �' r, t' � �� � �1' �f f� . / �� r" � ff /f / / ,! � �' % � � � . � � . � ��.. . 22 4► CALIPER) I ; � ,� �r � ;.� � ,,r � '� ,�` �` ` ;,�� ,.�' ,�. : °� , ` �l`l �,. % ' ,�' ' !' f' 449 ,� I � . OPEN SPACE PR�VIDED 1258.72 SQ. Ff. � � Q . j �f'F� .;� { .;r,� '� r` ` � • • Q � . . . . . . � . . • . ( . l �,r ��•. � / f }�r �rf r /+ / � f` '` ; �,r� �..�� ;:'"� � �/f :f� •'"' �l••'{� ! `� . � . � . . * � � . t • • , , '" � .� ;`' , , f� ' � : ; ,.� F` ,',f ,�i`> ' �r , '' �'� f, '� EL C -C., ''� � / I OPEN SPACE PROVIDED 699� �- � � I � , , / ,,. ,. � � � ,, . � .. ,�. �'. ,� E 1Rt ,�' � • • 1 � / � � o�r����,a� .� , f� � F .� � ,� �' � � � f' -'' •`'M�r .� � �' � 8�e' . i � � � o , , .�y /��y�' Q ,/ --� . . . � � . . .. � . I ,l , /`� : �.rf ;J� �R�VR '."�. r� { :' ��� / � � .1' 'If /./� •f : � ��� :`F. i� . � ` � �/f ����i fiF �f ,r�f'F� �� , � ��• �f .��. { '+' �ft / � . . � . � . � .. . * . . . . . '. , . . F. . r . .. . '' r/� ,;. ;� :, j ' � ,� ::::> ' r;• ,.,I ,'' . F. ;� , ,, ,r , ,�' r:. ` ,: .,�?��,/ , ; � . CALCULATED AS IF ENTIRE HOME WERE WITHIN THE z � � � � f , ;. , �T' t7CTUR�4L . �, �„/ , , ,, ; � ,f` i /` � , � � f , � � TELEP ONE I � � : , � / � ,� ;; ' ���4Tl�iNG. . f ' � ,i, J�,.,��, , ,� ;f , /� ,,/ `�,f�',r�� ,:�' � ,�r ,� � , SE ICE � , � I PROPERTY BOUNDARIES. (� , ,�; �,, . , ;�,� / , ,,( �,� ;'' f� � .� � ,: `� ; ,f ,� , � 0 � 450 ,'` ,�'� . �' ' � '� ,�'� !l f ; ,� :�:'`�� :`' � ,�� // � - ' ,- 4'� ��.���� ,CiEf' J/ , r _; ;.. ;' , � � I � � . � / / �/ (� �wl, � ' / � � •/ , � I ARF�► OF THE LOT NOT INCLUDING ANY EASEMENT O , , �h �! �: �' '�,� � � {� �,/�r` �'r IF `f / / , J ./ F J � � } r '� / �`� � � ', ��f J� . ( . . �� '', � .•�;,� , ` ;;� ff:� / . ���ff i� }{ �L�i'�tCi�/'�MIE: . � �, f. // / _ c ' . . . . � ;' �! ; { . . !fl ;. :f . � . �' { .: . � r'�� '' : ��� � ''��+ r`� . � %" / ; ' � ��/' f/' �� ,5 � / i � � - " i > '` ;-'',��' ,- �: �- .:� .� ; '/��`` r,r . �, � � :_.� ' � } ,�r`� j. F ,r• r ... , l . , NQGHB�RING AR �► 1833.4� so . Fr. � _ I I I . ; � ; f ;:� , :,: ,� . ;:; { i•/:, , ' f 'UF:�` .�!�,, :,, $4,��..{�,5.;, ,'� / ' ,�l�' f��'` '' ,,`'� �r' �' , '`. ,' ,, :,: . . � � . HOUSE Ff30TPRINT AREA ON LOT = 530.87 SQ. FT. , ' . ' • :� I l ' r,�,/' ,/' /' ' � '' ''f f�` , �` . � ,F�'" i� " ' f� �''''r''' ��,f ` ,. ' %: � � . ! I 1WQ ST017Y WOOD FRAME DECK AND WALK AREA ON LOT = 192.49 5Q. F�. � � ,�� �•'" ,-•" � ' � � �: '` I� �� GED� / , ��i� ; ` �- ,� / . . . � . . . . . • ' � l l �l' ! � /`f �r'�' '' F �/ F�f sf�` /•'f r � .j ff ' �,r/�� . �j�.: /' �/ � f�/' � �j � {, f :" / f�f , 'r �•. f' / ` � . l i = � � ** . . . . . � � .. / /� ,:� f f `' f�` /+'{ �`�r �,r' .f,,+� � .f;• . rf . r• �/ l::' � �.• ' ��,:' �� �} � `:��,.�' fi , '�, .� ,:,r'��,� � . � � � I . ! 1 ST L�L F.F�. 8447.g TOTAL GRFA �� a4a.24 S. F. . . � � . � ' '��;! f ,�• ,;- i' , � , f/ � . �� � '���,,-' � ��`':'::' , ,/ .:,• � ,;, ,'" i' / ! / � . . Q ,/ � I 8449' / ' f'f ' i`` f'` f'� i` r'� �� / ;' : ,f'�,,� ,f'F .- =�`i - f ,,� ;` .: f '` �� ,% � I DENSITY = 57 SQ. FT. GFRA PER 100 SQ. FT. OF m , � l � � �� �,,� f'`�;;'. �':�' ; �' J � P4��1�: '1.�� EL�OR ' �4 EA' = �74 . �' 6..�`5�.�: i�� ;� .. . � � � � . EXISTING ' ; . . � � � ,� . . �' ,� .. r,� ,,�� ; , � � ,•� f,,,�,/� ,;. ,,, ;. . � ** � • � , f ;. f� ; • �, {, � � �/ . �', � ,' �. , <' ,,'' :f �i' ,'� ,, , �' ,f , � � . , . BUILQABLE SITE AREA. � CONIFER / f ;� ,.F ! :��.RO.PQSE� ?IV �L�U�c�/�I�� •-:; :J��� .� S. F, . � % � ,� / f f '` � I � • 5 I I � / APPROXIMATE � � / ;,' r'. ;'��,, ,� ;'� �'' ,' , '� � ` � , ,_„r', �� f'� ,; , '/ � , : ,''` ,f' , � ; � ' • U� . � pnt �+A pp I . , , ; / ,� /� ,.;�''��.3'I�A�L,; '�'-�R i��3�E'�Q '` ,G�fZ.�'A, ; .�..;2 &:��2 :�,��". - ;� " ,,�,,,`'' ,, / / ; /� ,� >' . I � OPEN SPACE PROVIDED 1302. 61 SQ. FI'. . . . . . � . . . / � Q lr W1L�I_�1`� • � / f fr �� ff:'`� � ': /'i f / ,: ��; i �f .t/ /f � t�,i. � � ,' �/ {r.' f/ . f:` f .r f/ fl, }% ,., ! F./ ;,�� f f�,• � f . / • � � . . . .. � � , , � � ' ,'`'�,`�"� /�,'" ���' '��' ' �'� f �'`'�f� ��� ,��� �� % ,�'� ! ,'' ,�' �' � ;:� ,,'`� � i�? , � � . OPEN SPACE PROVIDED 7190** . � � . f� �::: � /� ,� �'�DD.��' ����` :PL(�0� A�t�:;:.� f'1.541.-��:�� .F: f`"� �" ,� '� ,�' � � .��'� ,�'�.> � ' f l ' � � r . . . � '� �,�rf .>.' � ... �fl,i' l::F'��f,F f1, . ,,: .. , F r. , r l , ;� r ;: �' �f. : / � f� . . � . r. f , ;� � I. .i; ! . � � . f . ' , ## . � � � I � � ;< ,, � : � "` / � I 1 CALCULATED WITH ONLY THAT PORTION OF , -- :� � :> • �r �. �' { ,,,� .: AG7Q.�Q: �1V.� ,F1�0�`R�`A�E}�,r -: 'l�''��.��: �fi;fS � ' �,� , r,,f �, ;' � :� '' � ' STRUCTURE BUILT WITHIN THE PROPERTY BOUNDARIES. 1 {�' � . . -- . � .- . --- . I� . . . . � . . . � . � t _� r � i � � ' � �. � � � f.�/���� f � f � � ff�l'/. 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I I I . . . . . . . . . � . �. _ . _._.. 1 � . ,:" , ,,' r •� ,.' � �'�` F�EA�� :N4`'�HAN��Ef �f�E3�M`` �TIN� =� ��1V�f� IT10�N, :� , ,�, . r /, , .; {,-i ,.. ,� . , , I r / , . ::-'� , / � ; � :, , .,, . , � . ,r , , .�' : � fi� � .; , �% '� ; ,, ,}/ � /� 0 , NO LANDSCAPED AREA PROVIDED . (NO CHANGE FROM . . . . . � � . � . . . . �. I ! , . '�� � '� ' � F`+ � � � � / � � � � !r ,J' � , r ,� ,/� �>';'� 1 fJ �.! ffl � r f,/ �:'' r/ �;•� ' � I `� � / � • I � . . � . ���.. . ` � � . ' j' �,' . l � ' � ,,F'`� . � �, ,; �;� � � ,, �;- i' f/ f �, , ;�' / ,- F,� � f; j / �� , � � � EXISTING CONDITION .) �'� ; ;.� : .>. - . � i 1 .•' -'` ,�,�' p ` � ' f'� i` r • +/l'� /S�� �rt`�,� . <��R f ��;F���! �tR�i0.....`�flT���.�' � {'` / .� ���"�!'f � f i�,�`� � ��` ` ' ! ' . . � . . I . . , � : f r / � � rr � / fr / r i � � f',`,l•'� ,/ '` F . ,!` �l , � � �. I � � . • . . . . . .. . . . . . . � . � . . ' � � I . . .. ' . � �� '� � �`? / f �'�f� � . �f� '�� {'. `' i� f /f�` ,r:'',/� /� / ,. f`: � �.'t }'/` '� � / /`� `� . �•�f f � /� � . r'�� I f /j�;- � � � � � � � . � . . � � . . . � . ��. � ' r. :• . : : , . . � . . � . . . � / . . � � . ' . I . /� / r � ,/ /. �;' }• !; / r ,/•' ,/` f/`/ ,j:� � �, �%' ' f`` '�. •F . � / ,,j �� /� �f �� ��f��� �f � ,% '�Jf f',.:f F'�fi'r f� J.��f ' I . � . . . � � � '.. ( � � ' �� ".f�', 1'' ";f, {r�� �, f• �f � f, . � :.:r� r: � �` '�` � /'` f.,` �r` I• �l �� ;� . � . ,• � � . � . � . . � . . . �. . . . . . � . � � . . � . � /'� . . � � � � �• f /f �` . �/� f // ../i � � y�r f'' � � � �� / �j � �� ��J` � � `f ', lr � f. � . r. / i' ,;' ) I� /' � � . : � . . . . � . �. . . .. . . . . . . . J� . . I . � ' . . {.l /f : � . ��� f`� �� f''� r./ r ! ` � :" {''.�f f �; // � +l/ � �`� '� � r.� � ! � �'� � J� ,-.�'' �/ l.� I . � . . . � . . . . . . . . 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I�I . � • ( . - - �... `; ,;,.�'j,,i'` ,. , .:: :`f: . :. f, � ..� . .�,. , :. � . , � . ; , r' - � :''''``�{.. fi` . �� . . � . . � ���� � ' � ` ` f � �' ' � � ` f ; SF��q' �+il�� ,qf 2 k�' f{' :'` ;�' f '�. �' I / /' THE CURRENT VEGETATION/LANDSCAPE ON THE SITE � ' I ` r' f % f ;, � �i`�.:<.' . � FCQfjR,��Ck��.� :rf ,�' �r >::f' ,;�` ` I '` � 1 \ : / � /' EXISTS IN ITS NATURAL STATE AND HAS NO FORMAL / ' j I I � - - - - - -► � ,� r f. l,: ��r '� •fi:� �' r''r:,�� '` / , �.�' ;:�;% ��' �' ,/ � .� � y .j .t � � . , � - - - - - - - - - - - - - - - - �- - _ - OR PIANTED AREAS. . � � ' / � .'' ; , f ,� ' ; ,� ," f I ( i' / LANDSCAPED AND/ ,� , � � � /, ,,� ,' :. . /,� , / - . � �' �;;; �`� r ;�� � ' ; �� , . . . . . . . . . . I � � • � '.. � lff :" :��� �,� � �{' � � � �:fi , ; � � � �� '`+./�=,;�';,��` ,; . �, ?. '`� , . , • ,` � :'t . � �.,�` , 1 . , f - . . . . . . � . '� � � oun.itvE oF i �' f � ' �� �`� > � � l � � � �� � . � � ' i � r ALL AREAS QISTURBED BY THE CONSTRUCTION ,,,�- ' , � t ' % r� : .. 1 f` : ' ��� 'r / F ,� � {f • 1 � I � , ` / :� ,� ' f�'`�, :- �' � r , / ,/� i f ,;: ,f'`;r ,/ ' ,� .<'� ;�` ,�' ;�' � � � PROCESS WILL BE RErURNED T0 THIS EXISTING ---� � BALCONY ABOVE. . �; ,.- ;; ;� � ,.f r �` ;� r � � ,� � L � / ' -- ' I / . I ��� /,}� ;� f;'` ;::�''f ,��.��' :� ;� � ,� ' ' , �(IS71MG ,EDN(�F�I� �} � ,rf . . , . NATURAL STATE. NO LANDSCAPED AREAS WILL 6E ,�f�>� . ,,/� � � � I . . . . � � . . � . . � �_ . �.� . �- . ��.. . I � .�/ � I ' ( ' I I f/ ,.: � � I� . l :' .r�{` f { .; � � ./�f'�F ,:'� � � � :r{,lff � :��f� � • f . . r�l fF`�` ,%��� / AP��jRDXUu1AF�.,:.{ if ,�! ,,' . . . � . I � . � • � � . . : � . / � � . � PR�VIDED. (NO CHANGES FROM THE EXISTING �. . � . � ���.. /�� • / �II . � �,/r.;i. f,� �, � �<< % ff I � ,, �� � �r i�f .T;�2/�'ppp"" ����ApI..II�Ey��?.�+, �,� � I � . . I ''"r CONDITION .`J ' � . . . � � � . � . . . �. / � . . • �. !' / l. ' Jl .'f� /r � � ! .'F , � i� C I .t7 �G :>RGPIIV�G�} I � �/.� � . y • . r • . . . / . " . . . . . �h1y^. . ���.. 1, . � � � EXISTING DE+GK i �,: ;' ! ,� : °� . /; �'`/`i :, � ;: ., .,; � �. ., .< �•- �, ;'r ... '.,,,� ,'!{ t / . ,,'' ., . � � �' ,:. ; , . , � ' � � I ' �' �'' :=•'j ,�f : � f ,/� �' � � ,� :�'f '� �' ' �' ,{ r f � � � , • / • THERE ARE NO PROPOSED CHANGES TD THE EXISTING / � � I � I , �,,_ �,'' ,� ;' ' ' �/ :! . ! � ,' �, ,%' f ' ;�`�� f �•' f " �-�'� f � ' � � i / � � � ,,.: ,r ^ n I DRAINAGE PATTERNS ON SITE. � r � � . : � � . ,� • . . • � � . . / I � I '�. � �J f . � r� f� � �� � 1`� � �f f f � � �'� +r � �L �Y� y,�� �F f F'f . I ' . � . I . ' • . � • . �/ � � . � . . � ,,* - �g° r'. . �. i' ' � � I � � j ' � f'� � �r "`l ,/f ,-'` '+ ,f����,''��!� �� �'l 'f `r ;r�E.��(0�'� !� ?f,F` '� � � / I � � / � D FALL ON THE PROPERTY . ,,,,. • I / . ' � ,�' , . 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' � 80215 - 6641 .; . . � - - - - - - - - - - - - - - - - - - - - - - ' / - _,,, � � � ,,,. , . • I �• � � : ,i ' � � -'' ♦ � � �,. . -- . �e`A`� / i � � . i � � ' / . � / • .-- � . ,'... � � ` (3C13) -233 - 8218 • ;�' �/ • �- . � „i- � ' . / � � � � / • � ' � � . � / �- - - - - - - - - - - - -r - - - - - - ! � r . . >' ' � .,,. . .,._,. _ � �q�,6 � � • � , , . � . - � - . _ _ . _ . _ . _ . - � ; - � W � - - � � A � T o � �� 2 , - - � � � � _ . . _ , . � , . � . � . I � . � . t�: .�' � � -'' � \ ! : �.- � r ,o ' � PROJECT NUMBER . � � � ;�I -' LCJT AREA = �1� �333 SQUARE FEET ,� . � � . � � . ...-- � �, � , •- � �. -' � � . � . -- , a�,' ,� ss.o � ; � . � � � r � . Q42 AC� E� ! - - � ' • �' � � � � _- � I � , . � . � . ,,,... � � ! � ,, ' DATE .,` . ,,,.. . � ' (AS RECG�RDED) . ! g � --� � � � / -- - - '' • - ' ! 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D(IS'fING FTG_ 2 ; >; , ; F ; ; �-- � BL�CK FOUNDAl10N � � X I , 46 -7 7 8 f 11 F ;��% ' POStTION OF NEW� CRAWL SPACE NOTES: � ` 2 � � I � ON SPREAD ; j � � � � � � I , ,. , :. ; PROPOSED 1 ST ! ` , r 1 1 � Q f : ' � I I FOOTING. ; �[ � - \� I % I � : ; . FLOOR WALLS PRbVIDE R -20 BLANKET INSUTATION ON �1�51DE % � r � ; � ,' r.: f ,, : ABOVE. F A G�� O F F Q U N D A T I O N W A L L S FQR THE L�NGTH OF � � t � ..,,,,.,,,,.,,,,,,,,,,.,,,,,,,,,,....,.,»,,,,.,,,,,. ,,.,...,.s.,,,.r..�..,..............r...,..,,,...,,,.,..�.,....,.-�----,.,.,..,., ` , : � ; � � ' ; F:�:�::;.. ..�,,.,,,,: .,,, . .. . . . .. . . ... . ....... .., ,.....TF�E,.:..WA�L..;�'O.;.TM��., NDERSIDE �QF,,,F�:D4i�� i ..................�........�....,.... ...�...............�....�...� «............�..,...........,.......................... i � , ; , . . . . I � I . . . . . . . ( f � . . �' . . f .; uxr��v.�n»» � . � . . . . . . ..:, rn...�....�....._� . "v ' � . . . � . . . . . '��. i `.. 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ABOVE PROVIDE 3 CFM �MECHANIGAIIY� OF� CONp�'fIONED � ; � � , � � � ( 50 —3 3 8 ( . � � � ,-- : ; 50 —3 3 8 AIR TO CRAWL SPl4CE AREA. , ; , € HjJ'I�T,,''R I I ❑ ( � ( � I I ; :. f " PROVIDE A CONDITIONED INLET AI �:.,Sl�PP.�Y`�,�lOtaF°,..r,,,,, ..,,.�,.r,.....,,..,. ' t � . I I I APPROX. T.O. GRADE I I � % , . ' � THE FIREPLACE �AY ABOVE SIZE�.,7'p.r.I�EkJN€f��•�4T�.,.�„ ., ,., ' ; : I ❑ 46 — D 3 8 f � I ` � ' A RATE EQUAL TO A MINIMUM OF 1 CFM OF 4� 69Q US HWY 6 & 24 . .. , ; I ❑ I , / � � > ( I ; r � E X I S T I N G C R A W L S P A CE C O N D I T I O N E D A I R P E R 5 0 S Q. F 7. O F U N D E R I ` I % > : ' F L O O R A R E A. I N C L U D E A N O U T L E T N R D U C T T O ' ` A V O N � C O �O R A D O � I ( / � � , f, , �U N F I N I S H E D� T H E D(I S 1 1 N G C R A W L S P A C E A R E A. I N S U T A T E T H E � � � —I 8 1 6 Z 0 � � F l :; WALLS AS NOTED ABOVE. '0 I � I � I , ' - � F, r� � ❑ (g � o} - a4s - i oo � . , . ' F ±f ` ; � HATCHED AREAS INDICATE i f ,..: . J PROVIDE 18"X24' KE1n.ESS I � • I PRESERVE DfISTING � I � I << � FOUNDATION WALL/APPLIANCE _ _ _ MINIMUM CRAWL 4 W A L K W A Y/S T A I R S T O S T R E E T. � I ( ( : , % ;�:" ' I� � SPACE ACCESS I � :..`.;;;r,;:::°. � � 11 � � � TO BE REMQVEQ. (TYPICAL) � , .. � � : , I , � ' PANEL. KNEE WALL ABOVE I , . I I I � � � I I F , i ; . :_�.:: �-, FROST PROOF � � � � k,.�f:.r..,,.�.,., � f ( � � I 2x 6's � t B' O.C. � I � 4 ;,'�-����. s` ::: ' ...... ....... ....... .....:. ....... ..... ..... ....... ....... .....� - - - - - - - - - - - - - .,. ..,, . I s �,,,, , I _ � , c : :? /' :;:.�.. : i i L ���,r, � 4 ( � � .. ... ,. ,,, „ ...,.. . . , . . _ ,.,. �., • — — — — — — : ; . . . ; . . , . , � 11 , f C� � � �. . . - . , . .. .. , . , . . . . : f: . . . , � �^ . , ,.,. ...... j;;; „ ,.... . ,�.,�:,,,. ,..;. HOSE BIBB � ; . ::,.�.. „ . ,. ,� ; , . ...., .�...., �. , I , . . , . :.. , � , . . ...., :..... , r . .. . - - � � �4 � � F i � � � —F --' °'I I I � � i i 1,J il vJ r•J:} . . . � ( . . 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M- p��� INLEf FROM ABOVE. , � ����� � ,,,,,,;,,,,,,,,,,,, ,,; ,.,,.:,,.,,..,�..,� � , 11 FUTURE HOT TUB SPA I [� ( CRAWL SPACE VENT PER MFGR'S WRf1TEN � � , l „1,,,: ,� ' � ' � _°� '' : SHORING AND BRACING OF D(IS11NG �� THR WAL � k r � ,. :.,,.».,,. ,.»,; .»»....»»,.,..,.,...., I / OUGH EAST L. ; �. I ���� I �� r r . . .. SPECIFlCATIONS. ' ' � � � " LOAD BEARING STRUCTURE AND/OR LDAD I � � aS REQ BY MFGR'S : I � ,�, � .,..,,...�.-. ' " � �' � POSITION dF � ;:°; BEARING STRUCTURAL ELEMENTS PRIOR � j � WRITTEN SPECIFlCATIONS. KEYI.ESS Ktn.ESS <. . . .., :,::.,::�:;:; � �'- � �� � � ' EXISTING 1ST TQ DEMOLITION/ REMOVAL OF ANY I I '°° � � I �a. ; � FLOOR WALLS. STRUCTURAL SUPPORT. � � I PROVIDE SLEAVES sD I [� `" : e� �IUL Q �J ZOO6 � � (WALLS/FLOORS/BEAMS/LINTELS ETC.) � � � (SEALED) FOR POWER � ❑ ( DIRECT VENT H .W. H . �I , I ° ; ���' , � � TYPICAL THROUGHOUT. � � � TO FUTURE HOT I � T.O. CONC. FLR. (VENT OUTLEf � � '`,. � �" `�� , : ' , � � � I TUB/SPA BELOW GRADE. � 44 -3 7 8 THROUGH EAST WALL.) � �� � ,. . �I � _ �� �� I I � I � ❑ I _ � �� �� ��� I I � I �� ::.,.: I ; I I � � — — — — — — C�QNSe� ��Q �C�LG�i._ J � EXACf MECHANICAL r j SUPPORT POSTS TO BE � � � � _ ( ' � EQUIPMENT �- - - - - - - — ` - � - - - - - - - - - - - - - -{u; � REMOVED. ��� I C� � ❑ ❑ ❑ ❑ ❑ � � :� ( <„ � ❑ ❑ ❑ ❑ ❑ ❑ g,-. � SPECIFICATION/PLACEMENT �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - � �- — — — — � BY OTHERS. , � 3048 SOIJD CORE EXTERIOR � ' DECK ABQVE TO BE REMOVED. ! � DOOR W/7HRESHOLD � � � R.O.= 39" X 58.75" I i vERi�r R.a ; CHARLES DOWNING � � � i i ARCHITECT � � � i EXISTING CRAWL SPACE PL�►N � ' 1 4 = 1 - 0 i � � �Ji 38 HILLSIDE DRIVE WHEAT RIDGE� COLORAD� , � QUTLINE OF DECK ABOVE. � 80215 - 6641 � TA. FINISHED DECK ABOVE � i 49 -$ 3 a i (303) - 233 - 8218 , i i i i , i i � � i i i i ' i i - i i i � � �� i PROJECT NUMBER - - - - - - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - - - - - - - - - - - - - - - - - =J 56 .01 1 11 DATE 07.05. 06 REVISIONS PROPOSED CRAWL SPACE PLAN 1 4 = 1 - 0 NORTH TITLE CRAWL SPACE � PLANS �� � � _ � _ . . . . . . . . '., . . . . . x . .. . .. . .r 7 < < � � � � � . � '. � . � . . . . . . � . . . . . . . . . ��. . . � . . . < , , .. . . . 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FUTURE WALLS. HATCHED AREAS INDICATE ' WALL/FIXTURE/CABINEI' TO BE NEDBO REMOVEO. �rn�icn�� CONSTRUCTIC� N , . ; , ; . HATCHED ARE4S INDICATE ; � , � , ` , ,..............�.......: ; INC . . . . f ; ; ; WALL/FIXTURE/CABINEI' TQ BE , ; , ,.,r.,, ,.,.,,. .,f ; ; REMQVED. (TYPICAL) . � , , ' � , ; ; ; ; ; a ; ; a , ; s % � , r ; ; f REMOVE ALL FlXTURES PLUMBING, ' ,,,,,.;,,.:,.....,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ;,r� BUILDER ` ' ; : '� ELECIRICAL ANd MECHANICAL) CABINEIRY� �,,,,,,,,,,,,,,,,,,� �� . .. . . .. . .. ,,,., ; " ; , , ,.,.,,�,,,,,,;».,.,..,,,,,,,,,,,,,,,,,,,,,,.,,,,,.,,.,,.,..,,,,.,..,,,,,...�.�,,.,.,r,, , : . ; � i COUNTERS� T1LE� WINDOWS AND DOORS. � ; ; , � :, � ; ; '� �..«............. .......�..........:......................, � : ., PosiTioN oF 4Q690 US HWY 6 & 24 ;, ; ; ; ». ,, . .. ,.,,,.,.. ..,,»,,,,... .,,..,,. ,,. ,. .,, »,. , , � FUTU R E WALLS. AVO N � C 0 LO RAD 0 ..,... ,,.,»,.r,.,,., .s.:.. ., ,. ,...,.., ..... .,,.,.,,,,,,,,...,�..,...,,....., .. .... .... ... .... %' . . . . . „ .. .:........:......::.... . :.,.,,..,. . < .. ... . .... :.r,r. ... . . . . ... .. ... ..... . . � ELECTRCAL AND ME HANICALLUGAB NGETRY. � �+. ;,;,;;;;;;;;;;�.,,,� ,,. POSI110N OF 8 � �2� ) CROSS HATCHED ARF�4S CONTRACTOR IS RE5PON51BLE FQR ; < COUNTERS , TILE� WINDOWS AND DOORS. FUTURE WALLS. : INDICATE OPENINGS/ARFAS TO INSTAWNG ADEQUATE TEMPORARY ; r {97d} - 845 - 1001 E z BE FILLED IN AS A S H O R I N G A N D B R A C I N G O F E X I S T I N G ; ; HATCHEQ AREAS INDICATE CONTINUAl10N OF WALL. SEE LOAD BEARING STRUCTURE AND/OR LOAD � � WALL/FlXTURE/CABINET TO BE : . PROPOSED FLOOR PLANS AND B E A R I N G S T R U C T U R A L E L E M E N T S P R I O R f r. ; ; ' ' REMOVED. (TYPICAL) ` INTERIOR ELEVATI4NS. TO DEM�LITION/ REMOVAL OF ANY . , ' r ° , ; ; : ; � � ; ; (TYPICAL) `,,,,: STRUCTURAL SUPPORT. � ,;;i ; i ' : �:��. : ..,. . ,.:: � ' `�`�� (WALLS/FLOORS/BEAMSjLINTELS ErC. ) � - �-° .;;:. . : : �": ' , ,,,, , '�` ; ; ICA 0 .. . . , .:.,.. .-.� ; �,.�; ; , ; ..,�. ., < UT. . , ,,...,.. , r r : TYP L THROUCH ; i _�' f � ; � ; �� �� � ' . . . I � i� . . . � % . . � � � � � . i . � � � l j . �'.. . . . . . ' � � . . . . . i . . . � . . . . e�. . .�. � � . � . . . � � � r . . ' 3 + . . �� . . I ' � : �� GONTRACTOR IS RESPONSIBLE FOR � : HATCHED AREAS INDICATE . ' � . ' ' , , , ; � ; INSTALLING ADEQUATE TEMPORARY '�"" "' ' ( � SHORING AND BRACING OF EXISTING ,.. ... WALL/FIXTURE/CABINET TO BE :+r..«}..rrr. `:r;,r; �' �W����S , ; � >„' REMQVED. (TYPICAL) ,..:, � ' � DQ��� I �G ��� 4 � � � � � � � - - - - - - - ' � � ��r% � �OAD BEARING STRUCTURE AND/OR LOAD r , s �4 r ' , . BEARING STRUCTURAL ELEMENT'S PRIOR ' ' � ' r�-� �°.•' ` � � � � TO DEMOLITION/ REMOVAL OF ANY � > ; 0 , ..,,:r,,,r,,:::� '��,.. —� , ,,. ,. ,,,,»,,,,,, ,.; �t STRUCTURAL SUPPORT. . ais �.00RS a�MS uNrE�s Erc. . k �� JUL 0 5 2006 � �� (w / / / ) PosmoN oF �� � ` � ��� � FUTURE WA , �.... . LLS. : ` ' '"'� TYPICAL THROUGHOUT. � . , . ; . ; . : . , , F . ,...,_ : � ���'� �. ��� , � ;::,,. .... .,.,. . .. .,. .,.,.,`.,.r:.}":::;::,:; �� � ��� r , :�:;. ; � : :.,,,. ,» , ; ; ; ; ,,:,,., _ ,.,r ,,, ,,, ,,,,,,,,,,, < ,.,.... , . i . . � . ` �f f�r.�±i : / �.� � . . rf.;i,r.r�n.�:�......�.s � . . .r. � � .. ; r'. inn. `?.��..% . . . . . . . . . .. .. : 3 : . : . . . ` . i . . ' r� ' i :: � . i r:Y Pi . Z %C 1 i • . � . � , . . . . r C . . . � . � . . , . . � • . . . . . i/ ! . ; j � ..�,.,.i;�,,,./, r`: � r . . , r .; . . . ... J.,..:::.,..,': ; • � . ._. . . � � � . . . � ......:.:�r::...».» �.......i� r.::...: . . . � f , . . .r.....✓::�:::::vr.rrir.::v:.ri:.J n• .. � � � . . . . . . � . . . . . � . . . . . � � . . . � . � . . � CFIARLES DCIWNING � ARCHITECT 2ND F'LOOR DEMOLITION PLAN 1 4 = 1 — 0 38 HILLSIDE DRIVE 1 ST FL00 R D EM 0 LITIO N P LAN wHEAT RIDGE, co �oRAOo 1 /4" = 1 ' -0 ° 80215 - 6641 (303) - 233 - 8218 PROJECT NUMBER 56 .01 DATE ' 07.05. Ofi REVISIONS TITLE DEMCJLITION � FL00 R P LAN S � r SHEET � � $ . . . . . . . . . . . . . � � . . � . . . . . . .. . . . . . . . � . . � � . � . . � � � . � w . . .. . . . . . � � . ,. . � . . . . . . . � . . . � . . � . . � . � V � �/ � � O ��r �/ � � � . . . . . . . . . . . . � . . � . � � V I {'.-�, ` �,./ � `T ��. . . . . . . . . . . . . . . � . �{� O � W � Z Q Q �..� i . . . . . . � . � . . . . . � . � . . . . . � . . � . . � . �V�/ �../ 1 � 1 W � L /'1 � Y / �L Z .. � �r = � Z � � � (!? � � w 1- 4 . � o.. ZWU . mOZ � � � J � � Z � �. � � o C° �= � � aWV�i � - BECAUSE MOST OF THE EXISTING STRUCTURAL� MECHANICAL, ELECTRICAL. 4 W Q Z m = _ �'-� � � PLUMBING� SECURIlY� THERMAL SYSTEMS� EfC. AS WELL AS PORTIQNS OF = � V V � Q U � W THE BUILDING ENVELOPE IN GENERAL ARE HIDDEN FROM VIEW A COMPLETE N � m � Q � _ '} S W (� AND THOROUGH EVALUATION OF THE CONDITIQN OF THE D(ISTING BUILDING � � � N V �- � � � V W AND THE SURROUNDING PROPERTY AS IT REUITES TO THE HEALTH AND z iU o.. 0 � N 3 z = ¢ � SAFETY OF IT5 OCCUPANTS AND/OR THE CONO �TION OF AND/OR PROPER `j � i- m - Z I_ �- FUNCTIONING OF ANY ONE QR ALL ff5 VARIOUS SYSTEMS IS NOT POSSIBLE. o- O � � - � z � �- SUCH AN EVALUATION IS NOT A PART OF OR IMPLIEQ TO BE A PART OF � Z 0 �- ~ Z Q � wcL `�[ w � Q � �- � THE ARCHITECT'S SCOPE OF WORK AND/OR SERVICES. DURING cn �-- � '� � U � w CONSTRUCTION OF THE WORK (REMODEL/ADDI110N) DISCOVERY OR �'-� -� � � � � w * a �- U D f P OSURE OF DCISTING CONDITIONS MAY� FOR THE HEALTH AND SAFE(Y OF �.._,.. Z � J - � � � Z W ¢ THE OCCUPANTS OF THE BUILDING. REQl11RE A CHANGE IN DESIGN AND/OR Z � C� � �- O � V) � � � � CONSTRUCTION (FOR ANY ONE OF OR ALL TYPES OF SYSTEMS ASSOCIATED p � w � t= W Z U r- w WfTH THE BUILDING) NOT ANTICIPATED PRIOR TO SUCH DISCOVERY. O � N V J g W -� � � THEREFORE THE SCtJPE AND COST OF ALL DESIGN WORK REQUIRED FOR N W � 0 = a = � Z ,Q THE PROPER CONSTRUCTION OF THE WORK IS SUBJECT T0 CHANGE AFfER � W � � � w � � � COMMENCING THE WORK. THE RISK OF ANY AND ALL UNKNOWN CONDI110NS � � AFFECTING THE SGOPE AND CQST OF WORK IS SOLELY THAT OF THE W w W Cl. Z H Q OWNER. � � � � - IN THE COURSE C?F MEASURING THE EXISTING BUILDING IT IS KNOWN TO THE ARCHITEGT THAT THE EXISTING BUILDING IS NOT PLUMB , SQUARE AND/OR LEVEL THROUGHOUT. IN ADDITION COMPLE�E ACCESS T0 ALL BUILDING ELEMENTS ( EG. FRAMING MEMBERS) IS NOT POSSIBLE PRIOR TO � DEMOUTION. FOR THE SAKE OF EXPEQIENCY THESE DRAWINGS HAVE BEEN W , SHOWN AS IF THERE WERE COMPLETE ACCESS TQ ALL BUILDING ELEMENTS AND AS IF THE D(ISTING BUILDING WERE PLUMB. LEVEL AND SQUARE. w � 0 THEREFORE THE DIMENSIONS SHOWN IN THESE DRAWINGS ARE FOR THE Z MOST PART THEORETICAL PROJECTIONS AND HAVE LIMITED ACCURACY (t2 T "1 O W INCHES) . DIMENSIONS 5HOWN WITH A 't ' SYMBGIL ARE THOSE THAT CAN BE `r� ADJUSTED IN THE FlELD IF REQUIRED. THE CONTRACTOR SHOULD EVALUATE _ � THE WORK DURING AND/OR AFTER DEMOLITION AND NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION IF DIMENSIONAL VARIAl10NS OF MORE THAN 2° � Q ARE NECESSARY. � m -SEE ALL OTHER FLOOR PLANS� FRAMING PLANS, BUILDING ELEVATIONS, BUILDING SECTIONS, DEI'AiIS ANQ NOTES ( I. E. THE DRAWINGS IN THEIR „ � ,� ' ENTIREfY) FOR ALL INFORMATtON NECESSARY FOR THE PROPER Q � � !� � CONSTRUCTION OF THE WORK. M'�'I � �j Q - REFER TO THE STRUGTl1RAL ENGINEER'S DRAWINGS FOR ALL FOUNDATION � � 5 ,� AND STRUCTURALI 'NVESTIGATION � BY�A SOILS ENGINE R�EGNSTERED �NDTHEN �•/ ` � � LI--I � 1 OPEN PIT SOILS 11 11 11 STATE OF COLORADQ PRIOR TO PROCEEDING WfTH THE FOUNDATION WORK. rT� Q C� U Q THE SDILS ENGINEER MUST PROYIDE A SEALED WRITTEN REPOFFf TO THE 1�1 P��- STRUCTURAL ENGINEER PRIQR TO THE CONTRACTOR PROCEEDING WITH ANY J � � � 26'-Of 26'-0't FOUNDATION WORK. � � '�„ � � - HOT WATER HEATING SYSTEM INCLUDING SPECIFYING THE SIZE AND U LOCATION OF THE BOILER. BASEBOARDS. PIPING, VENTING ETC. IS TO BE � � � PROVIDE RECESSED PANELING. ( 1x3 7'- � " 13"-7"f 5'- 4" 2' -6" 10'-9"t 7' -5" 5' -4" DE5IGNED AND SPECIFIED BY A MECHANICAI. ENGINEER AND/OR A QUALIFlED � � � STILE dc RAIL TRIMMED WITH WM 99 PLUMBING CONTRACTOR RETAINED BY THE GENERAL CONTRACTDR AND IS _ � (1 /2'x 3/4' COVE MOULDING OVER THUS NOT SHOWN OR SPECIFlED IN THESE DRAWINGS. = Q �J 1 /4 VENEER QVER 1 /2 G.W. B. ) ABt)VE . . .. : :. . . ::. :: . ...: : .. : : . . . .. . . �-- - 8ED PLATFORM. PROVIDE EITHER A 30" D(ISTING WALK AND � � � � � � -ALL WALLS ARE TO BE CONSTRUCTED WITH 2X4 S O 16 O.C. UNLESS � �- � G� � � 6' - 1 �'t 2'-9�" 2'-9�' 7'-4�"t 2'-9�" STAIR. 4'- 1 ' 13'-3"t �e 5'- 10�' ; ' � : ` 2` , 9�".° :; NOTED OTHERWISE (U. N .O.) . � '�`j WIDE DRAWER BELOW ALCOVE BED 4 - 1 _ ;^.;. :::. . : . PIATFORM OR AT THE OPTION OF THE GAS METER COVER . ., . � . . . : . ; .' , _ � " � .0 ~ � t .e*:q•�•>e�: � . Q . � . . � . . . � � . . . . � . . . � . � � � . 't�tia..*,'Yt.::tv^<:::�..:v�"'.f,� l:�t�T,`��v:7�'Tt�',w}��` ....� . . . OWNER PROVIDE FlNISHED OPEN SPACE ROOF BELOW. -ALL DIMENSIONS SHOWN ARE TO THE FACE OF FRAMING MEMBERS OR � 'd- BELOW PLATFORM FOR A TRUNDLE BED. CC2848 - 1 S _ _ - AND ACCESS PANEL. ��*I • ,{:. { , `� -:�> << �:r:�=:.',<sh=; FOUNDATION (FRAME DIMENSIONS) U .N.d. � (IF ALLOWED BY �' � .,M�.:.,, ;. ., . . ,; r;�,�:;.: ` > .,`.,::�:;: _ � �- �.`aa�.i{-.r m ,-� �:=7s �+? -, t a Cf'`�r . ' � 2W4H POWER C0.) �''( � :�?;�:: > �;�. '�f ' :°.. ;��`�� :,;. :_:�: I LINE OF � � = 25"x48.5 " I �' I I '':`�'� . ;. "; . . : ;<,;:�;. I ROOF A80VE. -ALL WINDOWS AND EXTERIDR DOORS ( UNLESS NOTED OTHERWISE� ARE Q - , . ..� . t .. ... . . ...:.... ,,... , ;'^,�t . . .. a ,.. .�.''• :.. . .. � �'� ... . ..� ,. . . w eF.'C.�.!.�. .. CC2040 - 1L _ _ _ �.,1� CG2Q4Q- 1L I ' �� �� � � I EXTRLIDED ALUMINUM CLAD WODD AS MANUFACTLJRED AND SUPPLIED BY _ _ _ _ _ _ _ - _ _ CC2848- 1 S CC2848 - 1 S _ _ _ _ _ _ _ , I- -1 �f �'���� � ' u���F�`i�'�"'''' � SEMCO WINDOW AND DOOR C0 . BUILDER MUST NOTIFY THE ARCHITECT IN � = CC1824- 1 L ^ CC18 4- 1 L 2W3H � 2W3H � s:�,��.,:p''y:`��=?�.;`�;i�.P;�::;i:�>:':�`,=';�;:'.°r',::':': � � - •�v 2W4H 2W4H , . 0. =21 .25 'x41 .25 ' _- • - I � . •: .,�:� r;:'�>", � -� � ' . ' `' �'. I WRITING IF ANOTHER WINDDW MANUFACTURER 15 TO BE USED AND SUPP�Y � � 2W2H �� �� �� �� ^ ' 2 2H , � - � � R.0.= 21 .25 x41 .25 , > � � , , , ,. :., � . I _ R. . -�� -�4�:� - - - - +��--�� � : , .' ' , ` THE ARCHITECT A LJST OF EVERY WINDOW/DOOR UNIT WITH THE ROUGH , � � R.0. - 18 .25"x24.5" .- • R.0.= 18. 5"x24.5" � o ^ , ( � � �-L[ � I � �. x .�.::,.,:�:�-.<,,:::�;i�.;-;�;.�.;:..':i;� � `" ��'� '�'�"` � ' t j r - J OPENING SIZE LJSTED FOR THE ARCHITECTS APPROVAL PRIOR TO PLACING 'Q� CL� Q � BR NG WATER SUPPLY ANY WINDOW QROER. SUPPLY WITH CLAD, HARDWARE AND SCREEN FlNISHE5 � � � FO TOILET THROUGH I AS SELECTED BY THE OWNER. PRQYIQE ALL. WINDOWS ANQ DOQRS WITH � � I I DN 14 O c•i 2 'Z �� � � � � I I I � t° 2 SIMULATED DIVIDED LIGHT (SDL) ' DUALPANE' CLEAR INSIILATED (LOW E) � 2 = o ��A�.�Y� I � I I I • .- LOOR (NOT THE � � � � � � � I• I I n I I I I 7. f I � I I t Q O � � � I i I I P• 11LE FLO R � w 1 � � g � I °" I � � i I I I O1 °11� E � ERIOR WALL) ONLY! r � � � � � � � 11 GIASS WITH A 4 9/18 JAMB WIDTH ONLY. (2x8 EXTERIOR WALLS DQ NQT . � � a ' � '-7 � � . . � I . � PE RA & N EL . � '� � . � '� Iw tO U 1 R I I I ( I I ( I SLOP D C G. � o I I N r� � �'''� 3 -3 I I I I �-� � � Q � I I ■ HAVE WINDQWS WITH A 6 9/ 16 JAMB WIDTH .) PROVIDE TEMPERED GLASS (J� � o I I f l � � � � p, � 0 T 1 M � I N � M = � W � �lui `� � � I 5 I I I I � 20�6 � � 2 68 I � j "� AND/�R EGRESS HARDWARE WHERE REQUIRED BY THE LB.C. LATEST EDI110N . (DR ER OPT10N) � L _ _ I I I I I i E • r - - - � �. I I I I I qN LED AC ESS (P EL D R) � � � � MANUFACTURER/SUPPLIER TO PROVIDE ALL CONNECTION/MULLING DEfAILS � m I - - - � - - - - - - � r I � � _ �" I � � � - I I BETWEEN DOORS/WINDOWS AND TRANSOM UNfTS ABOVE. SUPPIJER TO " .0. BED PIATFORM • ��/� ��C � o ��' 3 N - - - - - - � - � � ° VERIFY THE ACCURACY OF ALL ROUGH OPENINGS SHOWN IN THESE � 36 HIGH RAIL � � I �Q c� f i = Q ica DRAWINGS AND NOTIFY ARGH (TECT IN WRITING OF ANY DISCREPANCIES � X FRAME IS 24.25" 3�_7• = 5'-9"f (MIN.) ' '- 11 " 1 '-4" � � � �'' R � � 'n � � � � = R ABOVE T.O. SUBFLR. I c: II � ; . . � x . AND OR MODIFICATIONS. o �„� ,n . � w c� � � RECE55ED PANELING � LI �� � C �i � e � I ° c�'v � - I n 2fi68 PR ^ � - - � � . I � m o � ° 1 x3 STILE dc RAIL TRIMMED WITH WM 99 I 1 I - i°n "' �'ni, - �T U N B V R M Z "_ , , . � LOUVERED � CPT. � o ' a � v=i � � � I � I � � I ' I N N N ( ( 3 1 2 x 3 4 COVE MOULDING OVER o r 1rE � B0 CPT./8 FT. CLG. II �. � o N�,� ;� � � N � , , � ��, CONSTRUCTItJN 1 /4 V E N E E R O V E R 1 /2 G.W.B. c a � STACKED WASHER/DRYE � N � _ _ _ JASa INTEGRITY 8326Q '- M �. � KBMS1454RS5 BOX S�UARE WO�D NEWEL (3" SQ. HRD o� 3 ._. _._ _ INC . 3 � 27"Wx31 .25"Dx80. 125" H. " ' `-�` -+� 3 3 � N � 6ELOW COUNTER) SHAFT WIDTH) POST WITH SQ. TAPERED 1 ao ------ 11 - - - - - � i nw �" . - - - - - - - - - - - - - - - - 32Wx OIac20.`D ACRYLI � . 11 3 I ° � 1 /4" WOOD BALUSTERS ATTACH ED TO � - - - �. 11 A_.._---- -Mlal.- r.l-FJ��'0 -�AIALI- - �/H��2 ALCO TUB OR EQUAL � � � MICROWAVE HLJILDER � � W � � BACK OF DRYER AND 3 E D � � � W/Fl�LL HGT. CERAMIC � -H SOLID WOOD RAI,LING. FlX BALUSTERS TO � � z CLEAR TQ INSIDE FACE OF DQOR. O , co \ �o °D ` EITHER SOLID WOOD TREADS OR �- '�► TILE ISURROUND OVER VWH3010SS �n I :� _' • INSTALL PER MANUFACTURER'S 240F 5-24 DEEP , 1 � , N 1 /2� CEMENT BOARD �i :� VENT HOOD ANQ EXPOSED TREAD END/TRIM CAPS. WOOD � ; � '� � � � SPECIFICATIONS. PROVIDE FULL GE SHELVES "� \ � � � .- I HOOD COVER ABOVE • 'c� 4CI690 US HWY 6 & 24 r S � DRAINAGE PAN BELOW UNIT WITH � ( CU�tOCK OR EQUAL) �a '� DCW30 SPECIES AS SELECTED BY OWNER SHELF AND HOOKS R OUT EXISTING ' K ITC H E N �ovE. �4 '"A'-'- �."S" i C � LORADD � • r� � QRAIN TIED TO PLUMBING WASTE -- � ' iv . , . AVC� N � �- , -- �.n VGIC3Q54858 PLUMBING WAS1E IJNE WITH NEW 2x6 s. � . � , SYSTEM . VENT DRYER THROUGH N _ _ �`'. 81620 ;� ° ROOF. � ,/F 1 '-0' DROP CLG. `\ ASTE R � '�� :� � � RANGE FROM BATH 1 ABOVE. , �- - - - - _ � FULL HGT. TILED 11 �" '� '� r n I �� � OVER DOOR ' � = sx I � � _ " � ■ �97U� - 84.�? - � OO � � • S U B�F L R. ABV. I � N � ' �I - N � - o I n LINE QF HEARTH • N N 4 2 1 Z $ , " c �'y ,n I r� a BACKSPLPSH OVER 2 CM ,a I PROVIDE 41 3/4 HIGH (FRAME OIM.) C . a FT.CLC7 -�G � N . � 3 r� � STONE COUNTERTOP F R A M E D P I A T F O R M CUSTQM 2196 � d. c� HALF WALL WITH 2 CM STONE COUNTER L N N 4 � N � � 3 � W E P F 3 3 fi BELOW. B U I L T-I N ' TOP (ALIGNED WITH 1x2 WINDOW SILL � � (FRAME DIM.) � � c: �I � ROOF BELOW. c� ��. (CUT TO Fll� TRIM). 11LE FROM COUNTER DOWN TO n. ,�N � n. � i- � o _ 11 I FLOOR A D � �- ,- T.O. 2ND LEVEL SUBFL . , , � 3D21 - - - - - - - I I . � ,. � _ • N A FULL LENGTH MIRROR / I I . C I � � tn .. � � � � rc� � � 1 � � --�- - - �W - LINE OF 3 THICK : l . ao 4, FROM COIJNTER TO T.O. A[�IAiCENT Q / � m N � I o ' 8 4 5 9 -2 1 �2 � 2 -0 4 i' L I I T F I \ /�' � S T O N E H F A R T H. , . . .. . � � r^� � . . c,� z WINDOW CASING. ( o � � I c� (59 -2 1 /2 ) � I � I � � � _ _,,, r. ' � � , z " � 11 , , . � \ 11 cw24as (1536 � i � s _ � i ^ ^ `�� .. i: . � . i �- � � � a ¢ � :,� M� . ��:,. ::: :.. -- PROVIDE 7 W x3 1 /2 D x . � 6 � ,� ' s � o � c � I� . I � _ � � M� � ` g �"� �� �; ��,�.� � � ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,»,,,,.,»,..,,.,.,...,. ,. ,. 18 H (MI�1. FlN . DIM.) FIREPLACE VENT. o m ,� ,� � I I I cl ° r' ° c1 : . . . : � � � � a, � a � 11 .. . , - - - - - SHAMP00 NICHES. . . +1 - • . � - . . ` o u. ° .t w „ _ � 4 --- �� �, ........ ............CFQ4a61"�._�............ . .. ..... FULL . COURSE ENLY WffH ''`�' °° ia � F�'L MBING WASTE UNE z in z ::,:: � :: .. . . � x � � � 1 :` � �.. ..... AMIC ROU MFGR. WRITTEN � I STEP DOWN I 2W3H F�R M M. BATH ABOVE. � � , .. ,. :. :� � w w z � ? x � .. ...�-' ° ,� R INSTALL PER I C C 2 4 4 0 -2 L R , c o �n f I � -7�" � � _ _ - _ I :...��..-............ . . . . . . , � � � u �/ �1ht5�t.. .. . . . ....... . ..... T I L E. A G N Fl N I S H T O P SPECIFICATIONS. - I n �• _ i I :... . . ,I �--- a a 6 ,...,j..,., 1,,,,,. ,� VER 1 ENT r� si AS REQUIRED. L1NE OF � R.0. =48 .5 x41 .25 r � N +� _ � � , ,�.fi':Q:=�2:5-"x8�3:Q"-::�,.::.,: WITH T.O ADJACENT I I : � �. ` '. N 11 � ,,,,,,,,,,, ,,,r,,.,.,� � ....,..» a OARO. DOOR. � � � � � I ( � ECK ABOVE. � I I I 1 i- J � �. ��� R��S z ( I ..�.... ' 1 R00F BELOW. � ° � � P: � � 'c �'" .- � .. l. , .. . : . o ��:O:��fli�l HED...DECIE�� . � II ' � �' ���C��� �� � v� , .r,..,r.,,..,,...r. ,:,.,..,. 4 - PROVIDE 14"W x3 3/4'b in I � � � S ITTI N G R M . ` �� t � � i� ' Q � � i I r.,...........�g..�.�..:.t.. x 76"H MEDICINE CABINET � � � � � � � ° I I _ :. - _ o � ��� � � . . .:_ .,, �., . . . . , _ � � D_ , � � � � HRDWD./8 FT.CLG . UNE OF WOOD � �' � ..: ...... .: . .,.: � � � I „ , W/ADJU TABLE SHE�VES. - � .................................... ................. ---....... ... . , � x �� ao - � ° USE 'TREK ....ACCENT'. - '� ALIGN �ITH T. O. c = = � aa I � o x MANTLE ABOVE. CUSTOM 2196 � ' � JU� O 5 2006 �, r. .... .. . ............... :,� � r� va I x � T.O. 1ST LEVEL SUBFLR. (FIN DI BUILT- IN • �� � Y ( I ... .... 2x6 OR 6 RDWD.. .. -{� N � _n . �� ADJACE DOOR. 3 u� o . N U ,�,,..r.,,,,,�,,,�.� , .. . , i: , i W ,,,�.�C. ..N�,,,� ...,.,��,, . . �.,..,.r, ;"� � �.Cr�. C� 'L N N I ! N N � a4�J0 -:S $ �B 1 , _ � �� `q ' o I I , ,... .. . ...,,, . r.�r , --..,rrr,,.,,.....,,. .,.,,.,,,. RIP �ING AT CORNER. _ �; _ _ll� � HAND SELE 6X6 o u (50 -3 3/B � �� �, � ,. -- - . .. .,: ,r ...rrr..,.,... r,.,rr . , r,� rr.... . ... .,,,�,r. . . .,,. ,.. ` _ ' ...KQHI.�R...K23. ...BADI.CR�F"�........... :; � n� DO NO?f MOVE DOOR TO �o �. . � I SURFACED oUGLAS FlR � Q . � ���} , ���� P E D E S T A L_ V A T O R Y.. ;. � A L L O W F O R F U L L C A S I N G , � . I ° N 0. 1 F O H P O S T. • 4 9/1 6 W I N�O W J A M B S O N L Y. I N . y . � � �� � I {` ( DIM .) 2088 � � � (TYPICAL THROUGHOUT) �O M I ...�.24"Wx21�"Dx3 � .25"H.,.MAX, �'.� . ON R.�I . SIDE. � ( � I O R E �U A L �1..,,..�., i� I 'c� N - ........................... ... ... �...,,. . _. .. ,,,,.. . - - _ _ - - - - - - - - - - - - - - - - .. . . .. ... . . .. . ... .... ......... . . .. .. .... .. .. . . . . ...... _ .. .. . � - - - - - - - - - - - - - - - - - - - - - - - - - - �� � � � .::::.::�:,,::. .,,: ,�, :,:,::.�: :.�::,._ .. . .,::,:::,,: .,:"`�:� ,.,,:,,,,,,,,;,,;;:r..,. ..� ,.,_:,,,,,:,. Z , , ROOF LINE � 2x6's CC2I460-2LR CC2460- 2LR CG2460-IZLR 2x6 s , � �� iccaa�aL.�.�.�- -..,...:�..�,� ..Daosa.o�4��....»....�.......�Aao.-.�.�� � ° � aeovE. - ' � ) ; .. �.�......... . ......�.�.;.....2�!S.H....F�.f. � � � �1W5H 2W5H 2W5H� ( � � . ..2�1Y.3.t� .........................�.VY3H........ � y - - '' I ( R,O. =�FB 5"x60 . 5 ° R.0 . =48.5"x60 . 5" R.0 .�48.5" 60. 5" f SHAPED 2x8 CAP RAIL ATTACHED TO AND OVER A STEEL �=2.1. "� � "... � � �� � " � � „ � A ., . p � Z � , . �..��.�...� ........R.;�{.=��.�s...����� ...�,.�.._,��..z�..�41.j o � � •� � � � I I ANGLE L2 1 /Z x2 1 /2 x 3/16 TOP RAIL (ATTACH 1 1 /2 x � '� o . ,a,.�,�.,,,,,,, , .,,'�.UY.. EINI�SM D.,:DEGNL.,},i,.�.., . . . „ � o ..�.�. - lr�- � :�� r. CHARLES DQWNING 2 1 /4" RDWD INSERT TO ANGLE WITH N0. 8 x 1 1 /2" ca o 1 �,, ,,,,,,,,,,, ,,, � � I � 1, � � � f I .t I � � � � . »,»»,»»,,, »» „»,,.,,, .,,,. ............... I STAINL.ESS STEEL COUNTERSUNK SCREINS � 12" O.C. TO �- z � 1,1,r.,.,,,,. .�r,r�g. � r,,,,,,,,,,,,,,;,,,,,,,�,ri.... , Y I � i iii iii ii i i ...i.i.a......... .. . . ...a.a.t.......... . ...i.�. i � 'p/1 *►�1 /1�1 „ . O W � . .I . �.............. . I I I .. .,, . . I 1 I I I . .. .. ..............� W . . : � ■ � ■ . 3� - �}� � '�'j�- � �� . .. �J�- � �w ' 3•_ 1�n I I � n � � . � � . l�l��/�l ♦ rJ4 ♦ .. STEEL TOP ANGI�.) WELD TOP ANGLE TO 1 1 /2 SQ. x � a � .� ,,,,,;,,,,,,,. ,,,,� � � � , , .. 0 5 - 10 3 -8 t �r I T T I �t 2 -0 ... .,:. 3� 16" STL TUBE SUPPORT BALUSTERS. USE STEEL L2"x 1 � p rrr,,,�,,,,: ,,,,:,,,,,,, ,T�.�r...:,:, ::::.:.::::r:r:.r:,,:,,:,:.�.:. . r.r.r:.:: .,:,,:,,� . ,,,,, 3/4 BOTTOM RAIL WELDED TO STEEL SUPPORT BALUSTERS. � I L1NE OF - - - - - - - - - - - - - - - - - - - - - " oo . - - - - SE-'TREKS-A�CE � (AITACH 1 1 /2"x 2 1 /4' RDWD INSERT TO ANGLE WITH NO.� i° � 2x6 OR 2x6 RDWD DECK ABOVE. I ) 8 x 1 1 /2 STAINLESS STEEL COUNTERSUNK SCREWS O 12 �._9. o ^ � � ,_4„ DECKING � I �,_Bp} � �,_�� � ) , 38� HILLSIDE DRIVE O.C. TO STEEL BOTTQM ANGLE.) ATTACH SHAPED 1x8 RDWD � v� rj WHF�T RIDGE� CC? LORADO BALUSTERS TO WDOD INSERTS TOP AND BOTTOM WITH N0 . 8 (DECK DIMENSION) � (DECK DIMENSION) N $OZ1 S - C7641 x 2" STAINLESS STEEL COUNTERSUNK SCREWS 2 TOP AND a � I � I ^ BOTTOM . BDLT STEEL SUPPORT BALUaTERS TO DECK J015TS � „ � „ � . � � , „ WITH 2 t/2"0 THRU BOLTS OR WELD TD STEEL C6x10.5 5"- 10" 3' -8 °t 4 -4� 3 - 10,� 3 - 10� 4 -4,� 1 -q� � ( � 26'-p'f CHANNELS. ALL STEEL SURFACES TO BE FULLY PRIMED '�' �C`Jp�`� ����W�+"'" I � �SO '5� - 233- 8 `L ') S ANQ PAINTED. (SUBMIT SHOP DRAWINGS.) I � I �'�°, '�� t�'' � � p_ ' I I 9' -6'f 5'- 11 " 1Q'-7' � � T,O. FINISHED DECK 11 II � � 49 -838 ( ! w USE 'TREKS ACCENT' � 16 -B � I 2x6 OR 2x6 RDWD. I ( �ECKirvc . PRQJECT NUMBER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ � � � 56 .01 1 I 2s'-o" 11 DATE SHAPED 2x6 CAP RAIL ATTACHED TO AND OVER A STEEL ANGLE L2 1 /2"x2 1 /2"x 3/ 16" TOP RAIL (ATTACH 1 1 /2"x 07.� 'rJ. � fi 2 1 /4" RDWD INSERT TO ANGLE WITH N0. 8 x 1 1 /2° , STAINLESS STEEL COUNTERSUNK SCREWS � 12' O.C. TO ' STEEL TOP ANGLE.) WELQ TOP ANGLE T0 1 1 /2" SQ. x REVISIONS 3/16" STL TUHE SUPPORT BALUSTERS. USE STEEL L2°x 1 N�� DESIGNE RTEVI L O3. 'I O. OF P R O P C� S E D � N D 1 LO O R P V"�N 3/4" BOTfOM RAIL WELDED TO STEEL SUPPORT BALl1STERS. �� . �� (AITACH 1 1 /2"x 2 1 /4" RDWD IN5ERT T� ANGLE WITH NQ. (;QNCEP'��JI01L 0 'rJ' . � �.06 1 �4 = 1 - Q 8 x 1 1 /2" STAINLESS aTEEL COUNTERSUNK SCREWS O 12" DESIGN R�/I O.C. TO STEEL BOITOM ANGLE.) AITACH SHAPED 1 x8 RDWD ' BALUSTERS TO WOOD INSERTS TOP AND BDTTOM WRH N0. 8 x 2" STAIN�ESS STEEL COUNTERSUNK SCREWS 2 TOP AND BOTTOM. BOLT STEEL SUPPORT k�ALUSTERS TO DECK JOISTS ' WITH 2 1 /2"0 THRU BOLTS �R WELD T� STEEL C6x10.5 � CHANNELS. ALL STEEL SURFACES TO BE Fl1LLY PRIMED AND PAINTED. (SUBMIT SHOP DRAWINGS.) PROPOSED 1 ST FLOOR PLAN 1 /4 '� = 1 ' - 0 ° TITLE PROPOSED 1 ST FLOOR AREA = 574.76 S. F. 1� R � � QSE� PRQPOSED 2ND FLOOR AREA = 553 . 26 S. F. FLO � R PU`iNS ' � TOTAL PROPOSED GRFA = 1128.02 S . F. ?. ADDED 1 ST FLDOR ARFA = 154. 17 S. F. ADDED 2ND FLOOR AREA = 132. 66 S.F. ' = TOTAL ADDED (GRFA) AREA = 286.83 S. F. SHEET �IDDEa FCOTT�iINT ARFJ1 • 1 a4.17 S.F. AOOED OE�It AREA • 1 �10.77 S.F. fl N t�TE : SEE TOPOGRAPHIC SURVEY FOR ALL � VERTICAL ELEVATION INFORMATION . � p � . . . . . . � . . � . � .. „ ., h � -� — — — — — — — — — — — — — — — — — — — — — F- _ — tyJ = E- (,a W J W ASSl1MED MINIMUM ASSUMED MINIMUM W � � - � Q ' • 35 HEIGHT UMIT 35 HEIGHT LIMIT VI- � (n ZC� J = �' p = �i1WZpQ � . � = w � �►- � Qw � oa ' ( I W � � QoNO�,. zvc.~,i ' I � mOZNrWJ � � Z � J � Q = C� H � = a. (� � , � i=- ZmaoW � w = � c`�.,� = o = = � � � w w w z NtnJU1- QU � W W � _ _ � � _ � = ZU � � v � ~ � ~ V = � NOTE . W W W �- om � 3Z � � � � � � � � � � � g � o � = � Z _ °�-I°� a�°� ALL EXISTING SHINGLES , 1 x6 T& G a� � aln�. w o�.. Q °w a � Z g � � � w � � � � �- � 40,. 0 °- �- S I D I N G A N D S T U C C O I S T 0 B E a cn �- � ¢ � a c.� � w S T A N D I N G S E A M M E T A L R O O Fl N G W/1 6” REPIJACED WITH NEW � SIMILAR � PROPOSED ADDITI4N � 4 � Z � J � � � Z W Z Pav (s�o sEaMS nNO uws) ovER No. M A T E R I A L S O T H E E N T I R E 11 11 Q z o � o �- � � Ca �.. >- O � h- V � O.. a o A s P w 4�T s a T U��� (s�E O �+ R E M O D E L E D S T R U C T U R E H A S A o � W N �_- w z U � w s�s) FE�T ( MiN. ) oN is/�2 ApA SIMILAR APPEARANCE TO THE 3 2 w ° � ,� � o � � a c i c U.� 1 STRUCTURAL II , EXPOSURE 1 . SPAN RATING 1 1 1 1 cnw � o = = � z ¢ ( � � CONTINUOUS RIDGE 4p/ZO QSB/PLYWD. SHEATHING ATTACHED E X I S T I N G S T R U C T U R E. G Q N T I N U O U S R I�G E �,,� - -- - PERFORATEQ eZ! T0� ENGINEERED WOOD ROOF TRUSSES � I � STANDING SEAM -- - PERFORATED 'Z' . � I w � W W � Z = Q � O F I A S H I N G W I T H Z 2 4 O.C. P E R S T R U C T U R A L E N G I N E E R S F L A S H I N G W f T H Z I- METAL ROOF � p � � — CLOSURES. SPECIFICATIONS. (TO MATCH D(ISTING ; � j CLOSURES. METAL R00� I I � � � , � , , � � �--�-� Q ( ' ' ' � W I ; ; � � � z r � � � � I � � � �y � � LL_ 110 COLD ROLLED 20 OZ. COPPER B.O. HDR. j _ � � � Q z ' ' i , � � � W ROOFlNG OVER ROSIN SIZED � � � (TYP. U. N.D.) � _ � UNSATURATED PAPER OVER N0. 15 4 C28 8- 1 4 ; ; - � ASPHALT 5ATURATED ROOFING FELT I 29 . 5"x 5I 8 . N0. 1 BLUE LABEL L � ' � L � ON 7/16 APA STRUCTURAL 11 , 18. RVE X RED CEDAR 2 H ��_ -- � 2 H � 2 N — � � D(POSURE 1 . SPAN RATING 24/16 SHINGLES (6" ,� � • ; ; A � S IN L S �� � �� PLYWOOD SHEATHING ATTACHED T0 C28 8 - 1 I C28 8- 1 D(POSURE). � � � 0 U E . ( w m -i''� 2X RAFTERS f�D 16"O. C. = ( � � OUTLINE OF NEIGHBORING „ „ � � � � 29 . 5 9 . 5 � � � � I � � � � � � Q � STRUCTURE �ELEVAT ON WIN OW SFI�LLS) x 5 2 x � ' ' � � . - COPPERCRAFT - - - � ; � I M'�� Q � � 'CHESTERFIELD' PAINT � � � � � � � ' ' p—=�=x6�4c�=-HI�B GRIP STEEL i I � I I I--- - -I ' � � � I— W � j FQI�1�=-�FO-=REP � � � CONDUGTOR HEAD . I � � � I U Q � - - Q - � � � w Q Q (�,� Q � � T.O. 2ND LEVEL I I I � � - - - - - - I I � � SUBFLR. - - � I I � I i I � i i _ _ - - - � - - - � `� � � I I MTL FLASHIN 10 I I � � Q B.O. TRUSS I I . �- - I I l i I I � I I I I f.,, T.O. BRACKEf - �TIMBERLANE PLATE — B.O. HDR. l =I I I ALL ROOF WA�I-L I � � I I � � i I � �6UPJTED 'RAT TAIL' � � I I � INTERSEGTIQNIS , I I I ; ; f� ,;� + .. 0 � � � 355Q2 TIEBACK. I I � � Q��� � � I I � r-'';f F .. I I ` F L ��ICAL) � i i ; � ; i i R .,;:�'� F r{ '` � N � � ( � 1 x DECORATIYE WOOD � � ` _ � .-.{f'} � «f i = o / 2 H 2 H : , R.O. " 1 . 5 •� 1 .�5•' ( ,. ` BALUSTERS 1 , �8" M . N7 � �1�)� D STUCCO FlNISH 2 . � 0. 5" ���� rf' ,;,f' ; � REPLA�CE� / � J , . : .;> . , c— Q � . . � . � V°' � . . . C DtISTING S . , . . . , GRADE �► NORTHEAST 0 MAT H ME) � . . ': .,:`. . � � i' � . � _ ONE DCISIING � . OAT , WITH A CALIFORN�AN HAND LEPH Q e F MELISSA STUCGO ' WITH � PROPERTY LINE � REPLACE � � ,o L _ . BBE , OWELED TEXTURE� FlNISH OVER � ' J ^ 20306 IN FOREGROUND c�° �p • ` � NEW STUCCO � � � ■ D(ISTING � I 4x4 INL.EI' e 3 8 MIN. F CTORY BLENDED F� BER REINFORCED RELOCATED r► ./� � t � � � � � �` WOOD KNEE LIGHT FlXTUR SY51'EM . i- -yy00D SHUTTER _ , _ -- — i. � + � PORI Q C�MENT PLASTER BROWN COAT OVER , ELECTRIC STUCCO WITH ; z BRACE. WOOD SHUTfER f —" '" YVIRE LATH� 20 GAUGE HOT IP GALVANIZED EfER PANE NEW STUCCO � (SEE DETAILS} � _. .._.._. -- — - - STUCCO NE?r'ING) AND 15# 5A� � SYSTEM. , ... � � °` I � � _._. _.._. --�_ � , '`;"' ,, �� F - - - - - - �-� - - FELT OR G T'URATED ASPHA�T .. .. �2ADE D 15 # BUIL�3ING PAPER AS GAS MEfER COVER 0 � I i I I - - -- — '_ ._._ -- -- � � I I " I I I I I I � 1 I � AND ACCESS PANEL. � � _ _ .___- _ , , , , , '' �� :; � � SPECIFlED E!�' THE MANUFACTURER OVER 1 " MIN . ' ' . -�- : T 0 1 ST LEVEL I i i -I-- i I = �t = I � - - - - - - - - - - - - -I -I I I i THICK E. .S. _RIGID INSULATI�N BOARD (1 WOOD 5HUITER � � � (IF ALLOWED BY � � . . I� I I I I r2 I I GAS METER COVER I I I I I L.B.�GUBIC FOOT MIN. DENSITY�. Q I i � � POWER C0.) ._... -- -" ""� GRADE LINE I � ........ ........... SUBFLR. - - - - - - - - - - - - - � I `• : � — _ , SUBFLR. II T. EVEL � . • � _ ._„_. � - - - N-- - I I 1T I AND ACCESS PANEL - - -y - I- - - � I I Q .....,:.. ..........:::: .. I � I I � � I I � I (IF ALLOWED BY � ::::.............: . . � — -- '..... � - - - - � (AGAINST BUILDING� I I il I I ' � ., , _ . . . .. ":. ' ' � � y:� ►, . ' �n � ' - - � --s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ � � . . - - - - - - - - - -- - - - ___ ............................:... __ -r ----- ------ - - - - - - - - - - - - - - - - - - - SfANDING SEAM MEfAL ROOFING W/ 16" PAN (SFIILED SEAMS AND LAPS) OVER NQ p ' �— = — w c� w � CONTiNUOUS RIDGE 30 ASPHALT SATURATED (SEALED Q► w � � _ p O . , PERFORATEQ 'Z' = I- J W � FLASHING WITH 'Z' S R UCTU FRAL II MEXP 5URE 91� SPAN RATING � F- �,., c/� Z C.y J O � �i.1WZpQ � . � WV � W � � O -�j, Cnl� Z 11 CLOSURES. 4 p/2 0 0 5 B/PL Y WD. SHEATHING ATfACHED = w � }- W O O TO ENGINEEREQ WOOD ROOF TRUSSES � MANUFACTl1RED 24" ' O .C. PER STRUCTURAL ENGINEER'S 11 w � �-=- ¢ . Nazwc.~j _ _ ROOF TRUSSES O SPECIFlCATIONS. 24" O. C. 'BAFFLE-VENT' fm m d Z � � � --� ~ g Z � . CHIMNEY CRICKEf TRUSS BAYS. J � � � m a] Q � � � W Gn 12 (TYPICA�) 2' DRIP EDGE GALV. MET4L. FLASHING. R-38 NSIJLATIO IN CEILI . = F-W_- CQ.a = O = U t-Z_- � ,�'j � ; 3 � '"'�.�u, 26 GA. MIN. (IYPI THRQU QUT} � � J U � p � w W R—3 8 I N S U l A T i O N I N C E I L I N G. 3 X 5 'K' S T Y L Ec n 1- � � V �- � ~ W W (T Y P I C A L T H R O U G H O U I� GUTTER 26 GA. MIN. ! S � a- Om (n � Z � � � cormNUOUS ca �r�r s-400 s-rRiP i UPPER HALL � o o � . cn Z � ,,,_ � � Q ° °� � Zg �. � � FIREPLACE VENT. i FR E. VENTIIAT ON)N./L.�. TOTAL NEf , B I� M � � c� �- � � 4 `t a. U tL W INSTALL PER I w .J � � � �- � �' Q a U 1 � R- 19 PAPER - � � = e,G w - W W I- Z MFGR. WRITTEN � m.�� o SPECIFICATIONS. t NEH► 2x6u AT � � F- Z � J � � � ZWQ iv � TYPICAL � I �`- � �'-� J F= GW Z U' O I-�- w 1 I O � O.. �- O t/) � I � I - � � J . l ' THROUGHOUT \ _._'_ ._ i I I I .I�O.LLLJ. cn O � � = g 2 � Z Q i i i w �- ,,,,, � oa � acnc� J � i = � � X � � w � > cQ.� � _ � L �- 1 ��--- - __- I i = O � wWZ ~ a � _.� ■�� , � E- F- � J �� " O p I , A279 BASEBOARD "�� D(ISTING � � p�e � � 1 �i INSULATION I �RAWER � � AUSTIN HARDWOD � ( o) ,;, ' ,, i � / � s x � f "' � � � � � � � �, �I ' I ''� � � � � W _ - � ' - E-Y W � � WM74 BED MOULD WM444 CASING 9 16 x 1 3 4 ( 11 /16 x 3 1 /4) • � CE'S ELIN � � � O W - �— --- � . x3 Si1LE -RAI� �RI ED WITH '�9 ` _ � � \ � -- � \ • 4'W X tB L X 1 /4`T STEEL PLATE BQTH ` ( 1I2'x ' CQI�(E OULDING R , � �r � ; I I INSULAl10N � 1 �"� EER �ONE 1 /2' G. � � �, � , ` , ` SIDES OF POST WITH 4- 5/B"� THRU D(ISTING % � � ; ; � HAND SELEGT 6X8 BOLTS TWQ BOLTS THRU BEAM TWO 8.0. MAMLE. VERIFY WITH I , , • /f I i POWD � MANUFACTURER'S I �- -�- � ` ' ' � SURFACEd DOUGLAS FIR THR�UGH POST. e �� � SPECIFIED MINIMl1M N0. 1 FOHC BFJ�►M . � � � � � "� CLEARANCES. I HAND SE�ECT 6X6 , % II ^ � O � , � � , � ` SURFAGED DOUGLAS FlR C�WL j j M�'� O � , I I ,, f N0. 1 FOHC POST. /', SPACE I I � . � I I . , . , , , _ 1 � � I I ` CCESS I I / � � � � � � � � � C ' — � r V � � . . . . . ( � . �U � . �� � � � I � � � . . . . . . . . � . . . . . . ' � (s/i s x � �/4} � � (sHOwN iN sECn � � � . � C7 � �--� � . � � ; �`� \` , � \ � � � � � o ,�" � » � . �` \ '� � -� Q � —� 4076 SQUARE BOX NEWEL POST (3 SQ. SHAFT WIDTH MAX.) � � �/ � '�' WITH 5� 60 1 1 /4' ( CUT 42') SQ. WOOD BALUSTERS T.O. RAISED RAISED HFARTH PLATFORM " " EfTHER E OUD WOOD TRLEADS �OR EXaPqSED TIREADLEN�RIM� �� � NG CRAWL SPA�'iE ^ Q � U Fl R E P I J�►C E U N I T I N F R O N T O F F I R E P L A C E - � PLATFORM . UNIT TO FLUSH FINISH ,r'` ° CAPS. (ALL PARTS AS MANUFACTURED 8Y OR SIMIIAR TO � (� � HEARTH WffH FlREBOX /,r ` e . . . STAIRPARTSONDEMAND.COM OR EQUAL,) = O � � .�. .. FINISH FL�OR. , ' .;. . ;. , : � , � � � � . � � R—zo a� KEr NEW ��'AWL SP CE � INSULATION fa � PERIMEtER WALLS � '� --� " `� � �PA��► ��,� �., SECTION C�D SITTING LOOKING SOUTH : � ECTION � ENTRY LOOKING NQRTH � z '� 1 /4" = 1 ' - 0 " 1 /4" = 1 ' — 0 " � � 4"S8 (MIN.) PERFORATED PIASTIC PIPE SLOPED 1 /4" - . � ... . ; . . ,. , : . . ., . , . - .: � .. . . . . � .� � � � . .•. � � . � = ,. . . : � � 1 � PER FOOT TO DAYLIGHT SURROUNDED WITHIN 12" DEEP � � +�� '� � ' HQT WATER HEATING SYSTEM INCLUDING SPECIFYING THE SIZE ���' ` � � � " ` 11 � U� CLEAN GRAVEL BED ( 1 "a► MIN . GRAVEL SIZE} LAID OVER AND LOCATIQN OF THE BOILER , BASEBOARDS, PIPING, ^�.� A 8 MIL. (MIN.} POLYETHELENE MEMBRANE AND VENTING ETC . IS TO BE DE5IGNED AND SPECIFlED BY A I— / COVERED WITH 30 LB. (MIN.) ASPHALT SATURATED FELT CONTRACTORGRET NGEDEBY THE /ENERAL COFINTRA TOR A'ND � � � ' PAPER BELOW BACKFILL OR AS RECOMMENDED IN ARE THUS NOT SHOWN 4R SPECIFlED IN THESE DRAWINGS. ' Q WRITING BY THEGEOTECHNICAL ENGINEER INSPECTING ALIGN THE T.O. ALL 7 " HIGH BASEBOARD (A279 BASEBOARO � � � THE OPEN PIT PRIOR TO FOUNDATION CONSTRUCTIDN. IF AUSTIN HARDWDOD) WITH THE T.4. HOT WATER HEAT � ANY VARIATIONS OCCUR BETWEEN THESE NOTES AND BASEBOARDS. (IYPICAL THROUGHOUT) STAIR WELL � THQSE RECOMMENDATIONS , FOLLOW THE GEOTECHNICAL � RECOMMENDATIONS ONLY! (TYPICAL THROUGHOUT) ' � � , I I I . . � . . . �. � . . . . . . ' . . � / � � . . . � � � . . . . . � . . . ��. . . . � � . . . . . . . � . . . . � � . . . . . . . . � � � �. . � � � � . � . � . . . . . . . . . . . . . . . . � . . . . . . . . . � ��. . . . . . . . . . . . . � � .. . . . . . . . . . . . . � � . � . . � � � . � ' i���em � . I . . . . � NEDBQ ❑ 0 ; � - _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ CONSTRUCTItJN RAIL de ' ll il II II II If II II II I1 � I � � INC . �— MAIIRESS BALUSTERS � � " I I I I I I I I I I f I I ' � I I I I I CASE � IN I II I � � I II II il II " � II II II I I WINDOWS AS � 3Q' DEEP ' I I I � � I I I I � I i " � I I I I I ; I I I I ONE UNIT. BUILDER I DRAWER FOREGROUND. � , � � � � � � � � � � � � � � � � � � � � � � 1 , � � � < < � � � � � � � � � � � � , , � � � � � � � � � � � � � � � � � � � � � � � � � � N , , � � � � � � � � � � � � � � � � � � � � � � � 2-2x10s � � � � � � � � � � � � � � � � � � � � � � � \ � � '�_ '�`_- = u_�� _u _u _ ,L ,i . � � � B•� � - - � � \ \ \ r 40690 US HWY 6 & 24 W3 \ ` l ` I I - - -- -- � ;; Ic��-�p�/� AVON � COLORADO p 15 � � - - � - " TRIM APRON Jl�rl.lLl..l.l. � _ `�,, _ � 81620 , � \ �' �� HANDRAIL � �97Q� - 845 10tJ1 3 � W2442 � � � � � � � " 10'_4�r• � \ u,� � I � � � � � � � � QCISTING , j j � � � I I ' �I ; �g i tll ; lll � � � � � � INSULATION SUBZE(; � � D R � � il II II I I II � 1 � � \` 7QOTC I i i � � � � � � � � � � � � „ - - - o ' EXISTING � � " " �,' i i ii � � � � ii i , � , M -.�. i i i i i i i ' i i i ` � � I , � a,�.<U.;�`> - *.� "'"'�' � , _ I I INSULATION WAIJtWAY RAI� RS � ' I I I ( I l � I I ' � � � � I I (S H O W N I N 5 E C T I O N} �►� � � � � � N � � � � � � r '� � � ` , ,x�� � � � ��� . � � � �. a �- �� , �.. , Aa� � ( > �`.: 3D3d � OREGROUNQ. � � � � � , r� �, e��. _ , � F4.,�`' ;;� � ' � r'� I DOCIR IN � i �"' : �,� �7� . _ � ICROWA � P � � � \ � FORE(�ROL}ND � , � . , � �° ,, o I I T.O. � I ,� I � d�r �� ,`', � %`"� �lF'� SUBFL ` ' ` ' +� UNDER AI�� ,ST�R14�GE �� �-' � � __ ___= �� s T.O. � � - - - � I I �� � � � . �. � � UBFLR. `� �, � � `� � � � i�� '� � �.�S � � � �, � � � � � � � � � � � � � � \ \� \ � \ � � � � � ��� � ���� ��� �� � �� � �`' � � � � � JOB BUILT DROPPED STRINGER STAIRCASE. (CUT 3 STRINGERS F: j t . FROM 1 3/4"X14" LVL'9. GLUE AND SCREW 3/4' PLYWOOD E,,: ` � SUBTREAD AND SUBRISERS TQ LVL STRINGERS. APPLY FINISHED """"■+,,,,,, �'', ��"� . UL O 5 ZOO6 ��' 3/4 HAROWOOD TREADS AND RISERS WfTH CUT FlNISHED SIDE EXISTING CRAWL SPACE � APRON IM. 00 NOT SUBSTIME PRE-BUILT STAIRS WITH `� I NT . ELEVATION C�D KITCHEN LOOKING WEST . . . . . � _ `�`� � 1 4" = 1 ' —0 " �. � . . • ., , ��t�"Q �. �, '� � �•, . , .. ; � � � � ; 4 s SECTION THRU STAIR LOOKING NORTH , � _ 11 � /4" 1 ' - 0 " 2 � CHARLES DaWNING 11 11 o .. MANUFACTURED ARCHITECT � Z ROOF TRUSSES �► � - --- N � 24" O.C. � _ _ _ _ , , PAINTED 1 /2' EXTERIOR AC PLYWD I � I R-38 INSULATION IN CEILING. ENCLOSURE PANEL WITH 1x2 ; ; 38 HILLSIDE DRIVE '�-� (TYPICAL THROUGHOUT) BORDER TRIM. RABBET TRIM TO �`'"'�� ; � I : WHEAT RIDGE� COVER ANY EXPOSED PLYWOOD (Q► ��'`�-�� ; R- ts P,�� COLORADO BOTTOM) EDGES. (TYPICAL ALL FACED BATT 80215 - 6641 2ND FLOOR WINDOWS AND DOORS.) INSULAl10N � � PAINTED 1 /2 " EXTERIOR AC PLYWD 303 233- 8218 � � '1 B D R M Z ; � � � ENCLOSIJRE PANEL WITH 1 x2 � � � � 110 COLQ ROLLED 20 OZ. COPPER � � \ — � , � � BORDER TRIM. RABBET TRIM TO ROOFING OVER ROSIN SIZED COVER ANY EXPOSED PLYWOQD O ,/ � R0� & I I �, ,`� UNSATURATED PAPER QVER N0. 15 , � ; , ; ; I I +, ASPHALT SATURATED ROOFlNG FELT , � � � � , BOTTOM} EDGES. (TYPICAL ALL C SHELF � � , ON 7 16 APA STRUCTURAL 11 , � � � � + 2ND F�OOR WINDOWS ANQ DOORS.) i I '} EXPOSU E 1 � SPAN RATING 24/16 f� � j-- '- - I �`, ' � CL�6ET G'IASET � � �', f PLYWOOD SHEATHING ATTACHEQ TO � � I � � , � � �, 2X RAFTERS O 16"o.c . � � � � `, PROJECT NUMBER I I �', �"ICAL O 2ND FLR. FRONT '� I I r I I�- - -= ELEVATION WINDOW 51LLS.) I I ` r'J6 .� � PROVIDE ADHERED 'ICE & WATER SHIELD' 18' I I , � � FR�M ROOF SHEATHING UP AND ON WALL RO� I I �- ' ' SHEATHING AND 24' FROM WALL SHEATHING DOWN � � $ P�� MATERIALEAND/OR �IMITATE EXISTING \ �`'�— SHAPED 2x6 CAP RAIL ATTACHED TO AND OVER A STEEL � � � � , 19" ON ROOF SHEATHING. (TYP. O ROOF/WALL I I ` � � SOFFIT CONSTRUCTION. VD27 V W�x1 $ � ^ v� - � `, ANGLEwL2 1 /2"x2 1 /2'x 3/16' TOP RAIL (A17ACH 1 1 /2"x 07.05. 06 STEEL BEAM � , � 2 1 /4 RDWD INSERT TO ANGLE WITH N0. 8 x 1 1 /2 IMERSECTION.) I I \ • � INSULATION ,� STAINLESS STEEL COUNTERSUNK SCREWS � 12 G1.C. TO REV1510NS MTL. FLASHING � � � � STEEL TOP ANGLE.) WELD TOP ANGLE TO 1 1 /2" SQ. x _ ALL ROOF WALL — — - - — —` ° � - _ — � -- � - � � 3/16" STL TUBE SUPPORT BALUSTERS. USE STEEL L2�x 1 INTERSECTIONS EXISIING 2x10's Q 16" O.C. , � , NEW 2x10's � 1 B' O.C. 3/4° B�TfOM RAIL WELDED TO STEEL SUPPORT BALUSTERS . SHf & HOQKS I I � gUILD-Otl� ALjL AROUND � (ATTACH 1 1 /2"x 2 1 /4' RDWQ INSERT TO ANGLE WITH N0. W9x18 j j � � � � tO � STONE SU�2Rt�U�JD 1 1 /2" `O I C6x10.5 8 x 1 1 /2" STAINLESS STEEL CQUNTERSUNK SCRE�IVS � 12" STEEL BEAM I I I I � � , � \ ; �, � � � �y . SO THAT Sfi01NE � SURROUND N . � i L2x2x1 /4 WELDMENT O.C. TO STEE� BOTfOM ANGLE.) ATTACH SHAPED 1x8 RDWD , � ,�, ' ,n N o a o I ' � � � z IS SLIGHTI,hf" �2E�ESSED OR � z � � BALUSTERS TO WOOD INSERTS TOP AND BOTTOM WITH N0. 8 I 3 3 �i I I I I I x 2 STAINLESS STEEL COUNTERSUNK SCREWS 2 TOP AND , l � l � � � � ^ EXISTING FLUSH WITH �UIRROUNDING ' � , � � , � ,, INSULATION i ` i i � m WA�1� S R�P,,CE. � m � � WIOTHO2 � 1 /2o�e THRU BOLTSPOR W LD TTO STEEL C6x10.5 '� , � . , , , � , � , � � � � BUILT OUT � I I I I I STUCCO SILL. CHANNELS. ALL STEEL SURFACES TO BE FULLY PRIMED � I I WOOD I � , , . , ('T'YP. 6> 1 ST 00 00 0 00 00 � ' �� � � �� � .�� ` � � AND PAINTED. (SUBMIT SHOP DRAWINGS.) � � \ , I IBENCH � j' � , � , � I I FLR. WINDOW ; . � � � � � � � ,�.�. ,_, � ' I I SILLS.) . ,. SK) I � I I ' ; : � ': � I I CUSTOM I RACK i I I SHAPE ' c I I BUILT-IN f � � . , � FLANKING � � DW � ' I I I �4 ` ;� ; � s: � I i I i I i TITLE FlREPLACE. 3D21 � OPEN , : , : � \ / O P N G TO S t T T i N B O O T � � ' F ; � - I � , RM IN FOREGROU D I � I ` ` � ' ' � ' I I � � " BUILDING SECTIaNS '- � STORAGE : I I I I . . . . . . . . . . . I . . � � . . I ::�Y M1. 4 rY _ _ ( .. �. � � �...�J.�. • . WA�KWAY . . . . . .., , w - - - - - - - - - - ----- , . � INT. ELEVATIONS , � � �SHOWN IN SECTION) • _ �_ EXIS11NG 2x10 s �M 16 O.C. ; ; NEW 2x1Q s �I 16 O.C. .. . . . . . . � � . � � � � � ' .�•� � � t .. • � . � . . � ,, � . � � . � . . � . . � • •• i .rl' . ' . � � . . . � � � � . � 1 . � � I.� . �. � . � . . . . . . . . . � ' � �� - - - - - - - _ _ _ _ �_ � I . . _ . . . I � - '' EXISTING CRAWL SPACE � 1 � � t�E1N� ��tW�- �PAGE- � EXI G W SP CE EXISTING GRAWL SPACE ; - sHEET . � - , � , _ ' R-20 81ANKEi' . . :• I INSULATION �1 NEW CRAW� PERIMEfER WALLS ' SPACE. OF NEW CRAWL �_ � SPACE. SECTION TH RU ENTRY LQOKI NG EAST . . . : . . - . � . . . : . ..- . . . - - . . . ,:; .Y:. ,J . , 4, . _ , , : , .: , .Y . . : : . ::� . . : -, . . SE �TION THRU STAIR LOOKING NORTH „ _ , _ ,. ��•� �: .. . . � �4„ _ � � _0 �, 1 /4 — 1 0 ,: ; ; � � ��� • � � ,...� . . E:� . :6��, " �� .'�.. � . � . . . � . . � � . . � _ . � . � � . . . � .��.. � � � � � . . � . . . � . . . . . . . . � �. . . . � � � . � � . � � � � � � � � . � . �. �� . � . � . � � � � . . . ' � . . . . . . . ,�.. . � � . . . . . � . . . . . . � . . . � � � � � . � . . . . � . . � � . . . . . . . . . , . . . . w w � . . , � . . . . . . . . . . . . . . � . . . . . . ... . . . . . . . � . . . � � i � W '� r \../ � � � . �... ELECTRICAL SYMB� L LEGENQ RECESSED LIGHTING LEGEND � � o = � Z �, � _ �— wZOQ ,- . c� SYMBOL HOUSING ACCESSORIES/`I'RIM LAMPS W = w � � � � W � � O � 1 5 A/ 1 2 5 V* (N E M A 5- 1 5 R) D U P L D t R E C E P T A C L E O U T L E T 'i'D 1 2 0 V/6 0 Q W (M I N.)*/S I N G L E P O L E T U M B L E R D I M M E R S W I T G H � 3 = Z � � tn � � W �-- , ¢ . � azwc,.� A1 EI700 ERT-7 12 75W PAR 30 4QW A19 m � Z � ?- � J I- -� Z � � DIRECT WIRED OUTLET �Q3 120 V/THREE-WAY TUMBLER DIMMER SWITCH 6" � IC' HOUSING WH O.D ONE �EFlL4ECTOR J � p � m m Q 0 a � W ' A2 EI70DAT ERT-7 12 75W A19 , 10QW R30, 75W PAR30 a W Q = Z = 2 = c.�/� ,��j � 6" AIR-TITE 'IC' HQUSING WHfTE CONE REFLECTOR (n (� J � � � V � W W ��,.. 1 5 A/ 1 2 5 V* W E A T H E R P R O O F D U P L E 7( R E C E P T A C L E O U T L E T S M O K E D E T E C T O R O.D. = 7 1 /4" N � m � V � � � W W � C.9 ��c� WITH GROUND FAULT CIRCUIT INTERRUPTER PROTECTION �s u 81 H51CAT 50208L BOW BR30, 75W PAR30 Z W �- O J cn 3 ? = Q � 5" AIR-TITE 'IC' HOUSING SPECULAR BLACK REFLECTOR CONE g � p � m — Z f- �'' 15A/125V* (NEMA 5 - 15R) DUPLEX RECEPTACLE OUTLET ELECTRICAL PANEL O.D. = 6 1 /2' _ �' � Z p a �--" Z Z 3 Q Q � U � w �FC� WITH GROUND FAULT CIRCUIT INTERRUPTER � w a ¢ w � Q S F- � C 1 H 5 1 C A T 5 0 2 1 5 C 4 0 W A 1 9 = a � ~ O � W � QaZ ; 5" AIR-TITE 'IC' HOUSING SPECULAR CLEAR REFLECTOR CONE w � w � W �, � � 30A, 120/240V* RECEPTACLE OUTLEf � THF�4TER LIGHT O.D. - 6 1 /2 F- Z a J Z O � � � I-W- tQ- ' ; D 1 H 5 T 5 Q 5 Q P S 7 5 W A 1 9, 5 0 W P A R 3 Q �+- Ca Q- J O � F— C� � � D � NUJgWJ �. (,) DUPLD( RECEPTACLE OUTLET- SPLIT WIRE� ' 5" NON 'IC' HOUSING WATER PROOF �E�S W � W t/) �" �'-� Z V N � � ..('�'�. SURFACE MOUNT INCANDESCENT FIXTURE O.D. = 6 1 Y C� W � p � � Q Y D2 H51CAT 5050PS 40W A19� 5QW PAR3d � t/) w � 0 = = � ZQ w X � � 2 � > U 5" AIR-TITE 'IC' HOUSING WATER PRODF LENS � � � 15A/ 125V* FLOOR DUPLEX RECEPTACLE (FLUSH) OUTLET -(� PENDANT HANGING FIXTURE ' O.D. � 6 1 /2° � Q y W � ? I- `L �'"' P a p E 1 H 5 T 5 0 7 1 P 5 0 W R 2 0, 5 0 W P A R 2 0 �M MEDW OUTLET: 1 CAT 5 MQDULAR PHONE JACK & 1 RG6 5" NON 'IC' HOUSING 6 1 /2" EYEBALL / w CAN IN SINGLE GANG @OX. � REGESSED CAN FlXTURE O.D. = 6 1 2 F2 H51CAT 5�50PS 50W R20, 5QW PAR20 � 5" AIR-TITE 'IC' HOUSING 6 1 /2" EYEBALL W �/� VOICE/DATA: 2 CAT 5 MODULAR PHONE JACK IN SINGLE , �.D. = 6 1 /2' GANG BOX. � WALL MOUNTED FlXTURE F1 ET400 ERT-403 CLEAR 40W R16. 40W A19 � z 0 �U UNIVERSAL OtJTLEf: 2 RG6 CAN + 2 CAT 5 MODULAR 4" NON 'IC' HOUSING CLEAR CONE REFLECTOR � Z PHONE JACK IN TWO GANG BOX. � FLUORESCENT FlXTURE (UNLESS NOTED OTHERWISE) 0 W NOTE: _ � � DCHAUST FAN W/INTEGRAL RECESSED LIGHT � � ALL RECESSED LIGHT ABOVE ARE 'HALQ' UGHIING FIXTURE. � � � O J BOX SELEC110N OF ALL LIGHTING FlXTURES SHALL BE BY THE OWNER. — � GARBAGE DISPOSA� � � � RECESSEQ WALL WASHER W/BAFFLE OR LENS •• " � � a, z � �, � 120 V/15 AMP*/SINGLE POIF/SINGLE-THROW SWITCH �"� Q '`j~'. � SURFACE MOUNTED INCANDESCENT STRIP/BAR FIXTURE \! 1 � � `� ' � 120 Y/15 AMP*/TWO POLE/SINGLE-THRQW SWITCH W �' SCREW DRNE GARAGE DOQR -0PENER W O � U O * J � � � � � � � � 120 V/15 AMP /DOUBLE-THROW (THREE-WAY) SWITCH � SURFACE MOUMED INCANdESCENT TRACK LJGHT FIXTURE � U � 120 V/15 AMP*/FOUR-WAY SWITCH � � � +� SPECIFIC FlXTURES� APPUANCES OR CONDI110NS MAY � � � REQUIRE GREATER CAPACITIES/RAl1NGS THAN THOSE � _I MINUMUM RATINGS/CAPACITIES LISTED IN THIS �EGEN0. �, = Q — . : . . .� , . .� . � O � � Q . . � . . � . . . . � . � . . . . � .. . . . . . . . . . .. . . . . . . � � �. � . . � . . . . . . � � � � . . � . . -:<,: :��ii:r:::y. :;e•�,>'- ;:,`.�'' :�i..`•. . . � . . . � � . � -� � .. � �� . � ',. ,y . . . . . . � . . . ,. . . 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REF: I I � su so� � — i{ :;� f ; r - - Mounrr ounErs r rHE c, - --c, — ---- � � � �- � .` ;�: ` f , I POSITION SPECIFIE BY THE __._ PoVO I NEDBU ; ; \' , ` � ,,<�" '�' � � A P P I J A N C E M A N U F R E R. I i C O N S T R U C T I C� N ; MOUNT QUTLETS AT THE POSITION \ .,f,�''�; I L - - (TYPICAL} W I , SPECIFlED BY THE APPL1ANCE I � � � — 'i� ../.,:�»...� ( � INC . ( BUILDER MANUFACTURER. ('T'YPICAL) .,� _._ �SO ' I C7 — ' ' M u2 �o PROYIDE POWER TQ y� ALL APPLIANCES ANQ Ct 40690 US f-IWY 6 & 24 EQUIPMENT AS REQ. M AVON , COLORADO • PER MFGR'S WRITTEN ( - - - - - - - -- - - -� � 81620 SPECIFlCAl10NS. ( � i � c� — - — — (97Q) - 845 - 1001 , ( � � i i i °u"° c� � ( c� � � - - �i- - - - -� - - - - - - - - - -n — . � ( � I I � � �� �� � l . �:�.; ,.: , � L i i �, � � ` :`:�..;. . - � I I � - -rr ^. �� � '.. . ..:` :.. � � � . . . . . . . . � � � � ,�y;, L .�.""";?I""n'�4,�'xa:` ,y[ . U � I � � ��, I: ' : � :,:.�. � � � � � '. �I ; : . :� ,� n ,.,.... , It ' J S � . , . . . . � . � . . . . � . . _ . .. . . I I I � . . � . � . I ' — { I • e u� �� � v � -�- � � � OUTLET FOR D .w. � � �, — — : . .. .►. . � . � °i SCHEMATIC ELECTRIGAL DRAWING ..: ... , � � � . _ + , ,, ., . ., ,.., 1INSIDE CA8INET BELOW. � --- � ................. .............................................. . .. I ( .. p � � GUIDELINES FOR � '. . �� :, ,,:, � ����� „ THIS DRAWING IS NfJT A FlNAL ELECTRICAL PLAN . � �' � , . . . _ . � � . .: ,. . ; ( � �,4,,�'�N I UGHTING FlXTURE � I � ................ ............................................... I I ,, :,,R€E�ESSE . ,...,..,..,,,,,,,,r,,.rr.,�,,,,,,,,,,,,,,,,,, STACK SWITCH , /� I i — : E , ... . .. . . . . . . ,,, BOXES ON EITHER I � �� � ' - . '� . PLACEMENT. (rn�.) �: ..� IT IS INTENDED AS A SCHEMATIC DESIGN �IG�+7��-FIX�'lJRE.,,...;,»,,.,,»,,,,,,,,,,,,,,,,,,,,,,,,,,,,, � I � MELISSA I I C' _. u ��G���.�� � I .:....IN ..S�FF.1T............. SIDE OF WALL AS - - �� � � I ` GUIDELINE ONLY. REVI5ING THIS SCHEMATIC ...................................... REQUIRED. I GHTING BELO 20306 � ����� I ( LITO LANDSC�. � � �: ' I� GUIDELINE DESIGN QRAWING AS NECESSARY TtJ f�� f. I : .....,.AQ.�Y.�.:rr.....:......:. ..:.....�.,..,..,..r..,,.....�,... .`,. . ;;f. � � I �IGHT FIXTURE _ � � .._. , I .. . . ... .. . ... .: .. .. . . ... .,.: ., Ji ,' � � BUILDING CODES AND � GUIDELINES FOR I I i COMPLY WITH AP LICABLE r.,.,, ,......:.,r.........................................�... .�, ,,..._ �, LIGHIING FlXTURE � � I � I I � , �� � � : : �:. - - . . ..,.: ; ;. t :, . : �, REGULATIONS AS WELL AS DESIGNING PANELS, �� � I I .................. ........................:....... ;:f � :% ; ; . : , .. PLACEMENT. (TYP .) I I l. ) �� . ...... ; , . , I , � I � CIRCUITS DEVELOPING ELECTRICAL LOAD �. �� � uL o �, I � .. ,.r;,,r.r...,..:.-----.....r..;,.....rr....,...rr.............: ,,,, :: r f. �,�'i ;, . i i — — ouno CALCULAfIONS , ETC. SHALL BE 8Y AN ELECTRICAL �. � � Z O Q s ,,:....,,..,,,,,.,... r.....,r.�.�.,...,r.,,,....r.r .: . ,._..s........... ---"'-'- �, ; '� ,• ; i � � i ----'"" ENGINEER OR QUALIFIED CONTRACTOR RETAINED �, �;: � . - ��- ------. .. . . ... .. ..... . ,., �� . . .. ,..... .... ..... .....` ;`, ,� : IN FLOOR E crRic�u. RA�i�wr H�-r � � i BY THE GENERAL CONTRACTOR . ��� �� � ( � .,,.... .. . . .... ..... . . -- - - '� � I , .,,...,..,.,,....�.,,.,�,.r...�,.,, ..:..rr,.,,,.,,,r,,...�................ � .' .. ; ' MATf WtTH OOR TEMPERATl1RE I � �� � � " . .... ... , , � ,. _. .. . ... ' " ' .::-.� - ' "' ..... . .... ..,:. , : � 'r f ��r. . . . . . . . I I . . . .. . . . . . . . �e � ( *+, ..�"' �� � � SENSING THER OST T. � � I ( . ........................�............ , .......,,r.�., ,. _ . .,.. . ,.....,, » ,. ,,,. . . „ ,,,. . ,.,. . .. . � — — — — — — — - - - - - - - - - — — — — — - - - - - - - - - - - — DCISTING SWITCHES. OUTLETS ANQ LIGHT FIXTURES TO . ... . .. . . � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � w :...:....,...:..... . . ..,,.......,,..,.,...: � . �...,:.. ., :..,.. . � ................:.::.. .� . ....,..,:.:.,...,... ( I � � ARE NOT SHOWN IN THESE LAYOUTS. THE GENERAL � � � � � � � � � � � �. � � � � I I CONTRACTOR ANO OWNER MAY AGREE TO LFAVE ... ..........�..�.�.�.r»............. 1 rr ......._. .......�.�.�..........�...........�.? .r........:......... � ' " ' " ' I����S��p..;.;.a..................:. . 1 POR110NS OF THE D(IS11NG SYSTEM IN PLAGE WHERE � . .....................��.F.............. ....�.�.,.......................� � � � � SAFELY PRACIICAL. CONTRACTOR IS TO EVALUATE THE � � � � � � � LJGHIT FIXTUR� ' ' . � . � � � . . � .�...................TTT...................'.I.1.i.......................f (1( �+ 1.�.�...................� . � . . . . . � . � � . � . � � . I I . . � . � � � � � � I . 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F.l,A................... � � � � � � � � � �,�ov�:�.....� � � � II 2 sos � CHA.RLES DOWNING , � � , , , , , , , , , , , , f , I I I APPURTENANCES FlXTURES SHOWN HEREIN AND NDTIFY . . ,,,,,,.,,,,.,:,,,,,,,,,,,,,,,,,,,,,,r,..,,:,...,,,�,r,..»,.»,,.,,..,,,».,.T.�..�.,,..,.,...,.,,.,,,,�,�.,»,..,»....,..,,.., � LIGHT� FIXTURE � � � � � � � � � � � � � � � � i O I I I I THE OWNER (PRIOR TO INSTALLATIDN� OF THOSE A � ............... ...1.1.l.......................GA.4......................1.l..I.......................L.�.I................... lii`CHITE CT ' " ' " ' " ' " ' ' OUTLETS/ELECTRICAL APPURTENANCES/FlXTURES ! . ..:,:r _ � � � _ � � � � � � � � � � .�:,rr,r«,.:,,�..7,t,:,,::,.:,,::._:,:r.�.T,,,,,_,::,.,,:::,�,r:f,.,::r::,:,r„�:,�_::�.r,,.,,::::::,r:r:� . � I I - - - � I REQUIRING EXTRAORDINARY COST TO INSTALL. � - - - - - - - - - - - - - - - - - - - - - - - - - - � — — — — — — — — — — — — — � � II ( � � � 38 HILLSIDE DRIVE � � ( � WHEAT RIDGE, COLORADO II II 8L1215 - 6641 � � � � II (303) - 233- 8218 � I � � � � 2 N D FLR . 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F L R. a � � Q � � � � -�-�` � ANCHOR QN 49 -3 7�t ° y �nt'e • •• �► ,' OISTS VER EAM. 'L I ❑ 44 -3 7 8 t � : � ( �i � G� �. 4. J � 8"x8" (MIN .) I 4" CONC. SLAB ON , � . — � "�i,, !t� • ..•**�► �� : ' :: ; �-- � PILASTER. I � I COMPACTED FILL 3 -@� � NA� �" �,�Z�� RESS RE TEQ :,::•:�; T.O. 16"9b � IER • REINFORCE W/Bx6 io ❑ ❑ ❑ ❑ I f�/tllp tl lt ����`c `t`�'� 6 2 B G B E A 6' '��-�'�f I 4 8'-6"t� PIER � � W1 .4xW1 .4 WELDED WIRE B ! , - . ., .a � , ^,k J u � � � �Q�U ' ... , ( SPA CON UOU ----r � ?� EA. ND. •: MESH AT MID-DEPTH. $3 ❑ � r►� a�, :.:1 p � ■ � � � � T 0 WALL ,: , .. ` .; • � • � � ;, �... �. . . . . : 2-210s '� — — , - - - - - - — — - - � — — .��::.: �� H) ;:�:... } - - - - - - - - - - , �-�' � � .d ' �i'r•::tc:, ':iitt, , � ••;:::: � ^ N I . . � . : .. 9 -3 t c� ;, . . .. . ... ............. . ... ..». ... ..... ::.. . ... .... �- . , , .... ... .. . ............. p-0 O ..,., ,�`� � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ( ❑ ❑ ❑ ❑ ❑ ❑ 4 7 B � � � �� � � <AT¢ . ` PRSSUR TREA �-2x1Q RIM ' � `�` I �, s+sA L - - - - - - - - - - - - - - - - - - - -y- � � I „ -''�,� F T.O. FTG. �� � �' C � �. �, S3 � �� x10 DGER 53 �J G � ss �G S3 43 - 11 7 8 t j �`' �. ` � � F � �pT �TT�Tn �`' �;�" � � � � _ � ro QQ' �� 8 PR SUR TREA D ' � +6�JQ 2�-��t � 9`-6"t� 8' -3° B' 3" � 2'-0' o� CHI�VLE S � � �► lr 11V l7' m �+ �.�6 � sPa —co Nuou ) Q° i i �' ARCHITECT 2x8 RESS E TR TED I (3 AN -C N11NU US) BLOCK BETWEEN I 16"-6�� � �•,° ,. ,, ° .. JOISTS OVER BF�4M , ' , ; . . . .— .—� . � . � � . � . .i� .-. . . � . �. . .- . : .-. . . , .: .' � �_ _ � �-;, 3a HILLSIDE DRIVE — — RESS RE T —TEO � .�� — — — — — — — > - _ , WHEAT RIDGE. C� LORADQ t� ' ,. .,, 6 2 B � 1� Q� � T.O. 16"0 PIER .��v� � T.�. 16'(b PIER ,��,0 � T.O. 1 B°� PiER 80215 - 6641 �� ( SPA CON UOU �� � ��'�'r � 4S'- 6"f ,��'��' 45'-6'f „� j 45'- 6"f Q'!�, '� 4. -81 3 ED CK A E ' = JQ'� P � ,r,�J� � P JQ"'� � : � �SO3� - 23 �S- F� 2 'I S � �� � � G I � G � ' � Q� ��' Q� � Q¢ �' ; ( Q Q � ( Q Q �' i ; �0'�'6 �o�' � �+�'� J � 6+�'� J �'+6 J E � � da� � �' Q r' S3 I G � T.O. FlNISHED DECK ABOVE I �.'1�� S3 I 49 -8 3 S � ....,... ... ., , //-�� otrrutvE o CK ABOVE. P J MBER : .,, , // � � �. � � . � • : � � -i '; � � . . ' � -'1 / . . r � � � �'_� � � . � . . , - - - - . �. - - - - . - . . . . ; : � • • • • � • � • � � • � • • • • • • • • • • • • • • • • � ; ; � L � � ; . , . , . , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t .., �' — — — — — — — — — — — — — — — — — — ' � � 56 01 " ',..-,�''� PRESSURE TREATED ' .:..:`` 16"4► PIER � OQ` T.O. 16'� PIER ,� T0 16'S� PIER ... ,� �.° ._ �° sx � 2 aEnM � � o�' r.o. _ . ,�Q.�' ,�.� (2 SPAN-CONTINUOUS) ,�Q�.� ,�.��G� 45'- 6"f ,�.k��, 45'-0"f ���`Z' 45'-0°f DATE �� J�� �`J�� �J���� 4.�'y��� �,�� � �- EL�/A110N HEIGHTS MUST BE 07.05. 06 QQ'�� QQ'�� Q�`'� ' QQ'Q � Q� � Q� � DETERMINED IN THE FIELD (THt7SE � J 6 REVISIONS �,�,ro b,�ia 6+ro �+�,� `� rQ+� ,�+� GIVEN ARE APPROXIMATE ONLY). 1 � � Q T.O. ORILLED PIER TQ BE 8' MINIMUM ABOVE HIGHEST GRADE 11 ADJACENT TQ PIER. (TYPICAL 10'- 11 �" 10'- 11 �" �" THROUGHOl1T') 8.0. PIER/FOOTING TO BFAR 48' BELAW FlNISHED GRADE. {MINIMUM) 1 ST FLOQ R FRAM I N G P LAN 1 /4'� = 1 ' - 0 ° FO U N DATI 0 N P LAN T�T�E � �4,. _ � � _ a � NQTE: c Q� q ' THE GENERAL CONTRACTOR IS TO PROVIDE AN OPEN PR SOILS INSPECTIQN r QU N � . O�. I ST FLR NORTH CONDUGTED BY A GEOTECHNICAL ENGINEER LICENCED IN THE STATE OF FRAMING r" L.!'1NJ COLORADO PRIOR TO COMMENCING WORK ON THE FOUNDATION AND/OR c� ' FOOTINGS. THE GEOTECHNICAL ENGINEER IS TO PROVIDE A WRITfEN SUMMARY OF THE INVESTIGAl10N TO THE STRUCTURAL ENGINEER WHICH WILL � AT A MINIMUM SPECIFY THE ALLOWABLE SOIL BEARING PRESSURE AND �r ESTABLISH CRITERIA F�R ANY REQUIRED FOLlNDATION DRAINAGE SYSTEM. `F '' , THE STRUCTURAL ENGINEER WILL NO11FY THE CONTRACTOR IF THE DESIGN SHEET ' � DEPICTED HEREIN COMPLIES W(TH THE GEOTECHNICAL ENGINEER'S FINDINGS. � � � ,. . . � � � � . . . � . ' . . . � � . . . . � � � . � �, U S � W = O � W J W � tn ZU _I = � � � W - - �- . - Wz � i,, � � 0 -� CnIiQ � S = � Z � � (n � � 12 12 W 1- 4 . � aZWU � � � � • , m � � � m � � � awt� � '.-�- .''`� '�' � 3 �' QWQ Zm = = W � � � "'�'"'.-'�� .�„ � = H C.) = O = V H � (�'j iN N N � m � � � = � � wW I ¢ M � �] � � ° mN � Z ~ � ~ � Q = n" � ZOO- 1- ZZ � Qp ! . w � QW � .Q � I- � 16 -6 16 '-�'f = QOgp � W W � aZ I- � Q � I- Z � � ' � � � ZWQ Z > > f f ' � C7d JO � f.n � � � d. TRUSS PROFILE A TRUSS PROFILE B w �- � o � Q 0 � � � 1= WZU F- W 1 /4 — 1 -0 1 /4 = 1 — Q cnw � o = °' = � z ¢ p � U J W J � U � � � X � y = U� jp ' = w o � WwZ ~ `t ' TRUSS PRCJFILES � � � � �4 �� _ � ' _ 0 " MANUFACTIIRED RODF TRUSSES: ' � TRUSS CONFIGURATIONS SHOWN IN THESE W � DRAWINGS ARE FOR CONVEYING GENERAL QESIGN , � � Q CONCEPTS/PARAMETERS AND ARE NOT INTENDED �/ � TO INDICATE OR IMPLY A FlNAL STRUCTURAL TRUSS � � W DESIGN. ROOF TRUSS6 TO BE DE5IGNED 8Y A PROFESSIONAL ENGINEER REGISTEREd IN THE STA1E OF COLORADO. ALL MEr'AL CONNECTORS AND = � ANCHORING DEVICES USED TO 11E THESE TRUSSES �r- TO ONE ANOTHER OR T� TIE THE ROOF TRUSSES � �+,, TO OTHER STRUCIURAL ELEMENTS ARE TQ BE SPECIFIED 9Y THE ROOF TRUSS ENGINEER ONLY. w � ALL DIMENSIONS AND PITCHES SHOWN ON THESE � � �' PROFILES (IF ANY) ARE THEORETICAL ACTUAL � z � Q DIMEN510NS ARE T� BE DErERMINED IN THE FlELD �� Q AND/OR FlELD VERIFIED. � � �� � � � � i � OW � � y�' � W oo � o . . . . Lw � � � � � � � � � � � �� 4= " m � Q �ti� � U O.n JOB BUILT ROOF TRUSSES. .. 0 � USE 2x6 TOP CHORDS AND � N � � 3-2x4 s FOR CENTER/KING — POSTS. TRUSS CONNEC110NS = Q � �,�i TO HAVE 1 /2'0 BOLTS THRU �-- ' A 1 /4" THICK STEEL PLATE BOTH � I— � Q S4 �� SIDES. 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F � 3 f4 .,_ � , _� �.� S3 _ PERIMETER NAILING ' ``����ltiUllltflittll/!/,�j���,f 2x BLOCKING TYP . 0 4 . •. .T , ; ,,,,,. �,00 a��,�, �,,, : '\,��'•"� '� P `'.t�`�,�': BEi�WEEN TRUSSES :q ,�' ���'�+.�'' � ; r.s ;4 .+►• _ � . ` '59� w * . . . . . . . . � . . . . . � � "�' . � . � � � . . . .. . . � . . . . . . � � �� t, . � �1/ � . . . . . . . . . . � . . � � . . . . . . � Q•� �! � � . .. � � � ����� A � �rlf ���•��`�``� ��ii;!�N�a�- �'�����` * J�;�t � �' �006 H2 , 5A TIEDOWN ANCHOR R EV I S I O N S TYP . EA. END EA. TRUSS. (USE MTS16 N 0 . DATE C� EA. END EA. GIRDER TRl1SS� � ECT . K (3/4„= 1 , _ 0 "} S3 JOB N0 . 1347 DATE : 6 - 28 - 06 � � SHEET N0 . e � � � � � � , � �, , GENERAL NOTES DESIGN REQUIREMENTS AND MATERIAL SPECIFICATIONS SHALL CONFORM TO THE FOLLOWING REFERENCED CODES : I N � O R P O RQT E D 7 . FOUNDATI � NS Structural Consulting Engineers A. 2Q03 INTERNATIONAL RESIQENTIAL CODE A. FOOTINGS B. ACI - 318 - 02 1 . BEARING PRESSURE USED IN DESIGN - - - - - - - - - - - - - - - - - 1 , 500 PSF 2 � 4o s . IVANHOE ST. # 208 C. AISC - 9TH EDITION 2 . ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR MECHANICALLY oENVER , COLORADO so222 , C � MPp►�TE � �JTRUCTURA� F� ��. PH: (3�3)584-9481 FAX: (303)584-9482 1 a 1 2 " 1 . LIVE LOADS USED IN DESIGN 3 . LOCATE FOOTINGS ON CENTERLINES OF WALLS , GRADE BEAMS , OR � A. ROOF- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 83 PSF, COLUMNS ABOVE UNLESS NOTED OTHERWISE. g " " B. FLOOR- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 PSF. B . THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE BEARING SOILS THR ' D ROD 5 8 "� C. DECKS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 PSF, EXPOSED DURING EXCAVATION TO VERIFY ASSUMPTIONS AND TO SUBMIT A WRITTEN SLOT PL 4 » � 4" D. WIND REPORT. NO FOOTINGS SHALL BE POl1RED UNTIL A VERBAL SUMMARY HAS BEEN 1 . 3 SECOND GUST WIND SPEED 90 PH . GIVEN TO THE STRUCTURAL ENGINEER 8Y TNE SOILS ENGINEER . THE 501LS 2 . EXPOSURE B ENGINEER SHALL ALSO BE CONSULTED BY THE OWNER IN REGARDS TO POSSIBLE PL 1 /4X4 WELDMENT E. SEISMIC DESIGN CATEGORY C FOUNDATION DRAINAGE REQUIREMENTS, AND ANY ADDITIONAL CONSTRUCTION REQUIREMENTS AFFECTED BY SOILS . 2. STEEL C . ALL SLABS ON GRADE SHALL BFJ�R ON MECHANICALLY COMPACTED STRUCTURAL FILL. - � • • A. STRUCTURAL STEEL TO BE DETAILED AND FABRICATED IN ACCORDANCE WITH AISC SPECIFICATIONS, LATEST EDITION , AND WITH AISC CODE 8 . MASONRY OF STANDARD PRACTICE, LATEST EDITION . A. AL� COMPLETED REINFORCED MASONRY WALLS SHALL HAVE A MINIMUM F' M OF . B . ALL STRl1CTURAL STEEL SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE . 1500 PSI . ALL CELLS BELOW GRADE SHALL BE SOLID GROUTED . C. STEEL CONNECTIONS B . MASONRY UNITS SHALL: CONFORM TO ASTM C90 LI � HTWEIGHT GRAQE N 2- L30 Y- 5 8„� X 5 " LAG 1 . USE A3�7 BOLTS FOR ANCHOR BOLTS . TYPE L - � Q. ALL WELDERS SHALL HAVE EVIDENCE OF HAVING PASSED THE AWS STANDARD C . VERTICAL REINFORCING SHALL CONFORM TO ASTM A615 GRADE 6Q . ALL � SCREWS QUALIFICATION TEST FOR THE TYPE OF WELDING PERFORMED . SPLICES SHALL HAVE A LAP OF 48 BAR DIAMETERS . PC 1 /4X4 WELDMENT D . USE TYPE S MORTAR, 3 . CONCREfE E . ALL REINFORCED CELLS AND BOND BEAMS SHALL BE GROUTED SOLID WITH PL. 1 /4X4X4 WASHER 1 _ 5/8 "� X THR ' D ROD "COARSE " TYPE AS DEFINED BY ASTM C476 . CTSK. (� PL. WELDMENT} CTSK . SCHEDULE OF CONCRETE MIXES : F. VERTICAL REINFOR� ING SHALL BE THE SIZE AND SPACING SHOWN BELOW AND ON ' � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - THE DRAWINGS AND EXTEND FULL HEIGHT OF WALL. REINFORCING SHALL CONFORM � 4x4 TYPE USE F' C ( PCI ) SACKS/ MAX SLUMP ADMIX- MAX, AIR TO ASTM A615 , GRADE 60 . ALL VERTICAL WALL REINFQRCING SHALL BE LAPPED F C .Y W/C TURES AGGR . 48 BAR DIAMEfERS AT SPLICES . ,.- _ SIZE G . WALL REINF� RCEMENT. � N „ ,. ( � ) ( 2) ( 3 ) (4) ( 5) ( 6 ) (7 � 1 . EXTERIOR WALLS TO BE REINFORCED WITN # 5 AT 24" . i X 1 /2 � X6 LAG 2 . PROVIDE 1 - �5 IN EACH OF TWO ADJACENT CELLS EACH SIDE OF ALL OPENINGS „ "' `� ��� SCREW A FOOTINGS 3000 5 . 5 4- 6 . 75 ° NO (FUL� HEIGHT AND �ONTINUOUS THROUGH MASONRY LINTELS� . ( FULL HEIGHT � 1 - 5/8 � BOLT EACH SIDE OF ENDS OF STEEL LINTELS WITH AN EXTRA BAR L4CATEQ BELOW CTSK . 4. REINFORCING STEEL UNTEL BEARING � . A. ALL REINFORCING STEEL EXCEPT TIES SHALL BE NEW BILLET BARS W 3 . PROVIDE 1 - � 5 IN TNREE ADJACENT CELLS NEAREST ALL STEEL BEAM AND ° ��. . ACCORDANCE WITH ASTM A 615 WITH A MINIMUM YIELD POINT OF COLUMN BEARING CENTERLINES . 60 , 000 PSI . 4. SEE DRAWINGS FOR ADDITIONAL REINFORCING . B . ALL TIE REINFORCING �TEEL SHALL BE NEW BILLEf BARS IN A�CORD/�NCE 5 . HORIZONTAL REINFORCING SHAL� BE DUR - O -WAL IADUR TYPE 9 GA, AT 16 " ON NAIL 3 - 2X4 WITH ASTM A 615 WITH A MINIMUM YIELD POINT OF 40 , 000 PSI . CENTER . USE PREFABRICATED TEES AND CORNERS AS REQUIRED . TOGETHER C. DO NOT WELD OR REBEND ANY BARS WITH A YIELD POINT GREATER THAN I i I WITH 2 - 16d (� 6 " FULL HT. H . PROVIDE BOND BEAMS WITH 2 - �5 CONTINUQUS AT TOP OF WALL BEARING , , 40 , 00� PSI . ELEVATIONS . �.._..� D. REINFORCING PROTECTION -�" �-- ' Al" SUPPORT ROD LOCATIONS 1 . CONCRETE POURED AGAINST EARTH - - - - - - - - - - - - - - - - - - - - - - - - 3 . 0 IN . g , DO NOT PLACE BACKFILL AGAINST CONCREI�E WALLS UNTIL THE UPPER AND LOWER `� Q ! „ 2 . CONCRETE IN FORMS BUT EXPOSED TO EARTH OR WEATHER - - -- - - - - 1 . 5 IN . LEVEL FLOOR SYSTEMS ARE IN PLACE. PROVIDE ALL NECESSARY BRACING TQ �'� =� � 2 - p PROVIDE 3 - CS16 STRAP TIES . E. IAPS AND SPLICES ' ��1 TIES FROM WALL TO ROOF 1 . ALL BAR LEN �THS ARE DRAWN TO SCALE UNLESS NOTED OTHERWISE . SUPP � RT ALL WALLS AND TO PREVENT THEIR BUCKLING DURING BACKFILLING AND W Q COMPACTING OPERATIONS. - - - - -_ - - -� ALL SPLICES SHALL BE 36 BAR DIA. WITH A MINIMUM I..AP OF 1 '- 6 ". C''�� U � _ ;�,.. .��. � MAKE OUTSIDE BARS CONTINUOUS AROUND C� RNERS . 10 . ARCNITECT' S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS . �� � -� - � 2 . SPLICE TOP BARS AT MIDSPAN BEI�WEEN PIERS AND BOTfOM BARS AT C� CL � � o PIERS . 11 . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST � � A F. DETAIL BARS AND PROVIDE ACCESSORIES NECESSARY TO SUPPORT BARS AT ARCHITECTURAL AND ACTUAL FIELD VERIFIED DIMENSIONS . � � _ c N J ECT . (3/4 "= 1 ' - 0 ") ( THEIR PROPER POSITIONS ACCORDING TO ACI DETAILING MANUAL, LATEST �'�., � S 4 I EDITION . ° i � . ALL CONCREfE WORK SHALL HAVE NO JOINTS. 12 . CONTRACTOR SHAL� VERIFY WITH THE ARCHITECT ANY DISCREPANCIES .r�[ Q FROM ASSUMED EXISTING C � NDITIONS . � 3 ' - 4 1 2 " H . SLAB REINFORCING �._� �- i' � 1 . ALL 4" SLABS ON GRADE SHALL BE REINFORCED WITH 6x6 - W1 .4 x W1 . 4 �..� d- WELDED WIRE MESH LOCATED AT MID DEPTH . C� 2 . LAP SPLICES IN WELDED WIRE MESH SHALL BE ONE FULL MESH PLUS 2 " AT �- � ENDS AND SIDES AND WIRED TOGETHER . � L . . PL. 1 /4 X 5 X 5 3/ 1 � 5. EPDXY � � ' ' INLET WITH 4 - 1 /2 "4 PL. 1 /2 A. DRILL HOLES 1 /8 " LARGER THAN ANCHOR DIAMETER . DRILL T0 DEPTH SHOWN ON �- THR D STUD ANCHORS „ DRAWINGS . 3/4 v� PIN TYP . B. WITH PRESSl1RIZED AIR BLOW DUST OUT OF DRILLED HOLE. N0 . 2 1 /2 CLEVISE ZYP . E . END C. WITH PRESSURIZED WATER WASH OUT DRILLED HOLES. D. WITH PRESSURIZED AIR BLOW DRY DRILLED HOLES . . 5 - 2X6 STUDS TYP . C� E. INJECT EPDXY THRQl1GH EXTENSION TUBE INTO HOLE . SUPPORT RODS F. INSERT ANCHOR TO REQUIRED DEPTH . EPDXY SHOULD EMERGE FROM HOLE AROUND � 3/4"� A36 SUPPORT OD THE ANCHOR . THIS WILL BE INSPECTED FOR PROOF � F FULL EPDXY DEPTH . � M1� G. BRACE ANCHOR SUCH THAT NO MOVEMENT WILL OCCl1R FOR AT LEAST 24 HOURS . ' � H . NO ANCH � RS ARE TO BE �SED UNTI � THE EPDXY HAS CURED ACCORDING TO MANUFACTURERS REQUIREMENTS . NAIL 5 - 2X6 TOGErHER PL. 1 /2 " ALIGN WITH � J . CURING CONDITIONS AS TO TEMPERATURE AND MOISTURE SHALL MEET OR EXCEED � WITH 2- 16d � 6 Fl1LL HT . . . WEB � F C6 � MANUFACTURERS RECOMMENDATIONS . � . . � 6 . WOOD A. UNLESS NOTED OTHERWISE , USE N0 . 2 OR BETTER GRADE DOl1GLAS FIR - LARCH FOR 3 f 16 BEAMS AND JOISTS . USE N0 . 2 OR BETTER GRADE HEM FIR FOR WALL STUDS . B . ALLOWABLE STRESSES FOR LAMINATED VENEER Ll1MBER (LVL) 3 j16 4 1 . BENDING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 , 600 PSI 2 . COMPRESSION PARALLEL TO GRAIN - - - - - - - - - - - - - - - - - - -- - - - - - 2 , 310 PSI - - - - - - - - - - - - - - - - - - - 3 . HORIZONTAL SHEAR - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 285 PSI ,`\`��������r�QriR ����f����, 4. COMPRESSION PERPENDICULAR TO GRAIN - - - - - - - - - - - - - - 750 PSI ,, `OQ`��� p • •! ' `���,°,, - - - - - - .'* .• •. i. - - - - - - - - - - - - - - - 5 . MODULUS OF ELASTICITY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 900 000 PSI ; Q~'�` �'�'`�•��'' STUD ANCHORS ARE TO ' - - - - - - - - - - - - - - - - � � � ca ;c� _ . - � PENETRATE HEADER OR � C. PLYW�OD OR ORIENTED STRAND BOARD (O . S . B . ) = ; • s = 4 � � o � _ DOUBLE 2X6 STUD . L2X2X1 �4 C� 16 ° 1 . F L O O R S ,f �: ; .;k,``'; _ /� WELD EA. END TO C6 C6 FRAME . MITRE CORNERS . a . USE 3/4 APA RATED TONGUE AND GROOVED PLYWOOD GLUE ) AND - �G' •• ,.• ��� � WELD ALL JOINTS . SCREWED WITH N0 . 6 X 2 1 /2 " SCREWS AT 8" ALL MEMBERS . f�' `,��i cS'/Q� a� ��►G`�° PL. 1 4 X 4 X 5 SEAT WELDMENT 5- LOCS . : 2 . ROOFS ,� „ ���a�,+����u�QQ� INLET WITH 4- 1 2 "� G PL. 1 C 2 4 ) a . USE 1 /2 OR 5/8 APA RATED 32/ 16 . n b . ATfACH WITH 8d NAILS AT 6 AT SUPPORTED EDGES AND 12 AT FIELD THR' D STUD ANCH� RS BR . /4 X X • R EVI S I 0 N S STIFF. PL. 1 /4 X 9 PROVIDE H CLIPS AT MID - SPAN BETWEEN JOIST . LAY SHEEfS WITH THE 8 ' 1 1 /2 " APART. BACK PL. 1 /4 X 4 X 9 DATE DIMENSION PERPENDICUIJ�R TO FRAMING MEMBERS AND STAGGER JOINTS N 0 . 4 ' - 0 " . 3 . WALLS ' a . USE 7/ 16 " O . S . B. b . NAIL WITH 8d NAILS AT 6 " ALL PANEL EDGES AND 12 " AT FIELD (2X .J ECT . B ( 3/4 "= 1 , _ 0 ") BLOCKING IS REQUIRED AT ALL HORIZONTAL PLYWOOD JOINTS ) . � 4 D. TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH A DESIGN BY A COLORADO PROFESSIONAL ENGINEER . SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION . SHOP DRAWINGS SHALL INDICATE ALL HANGER LOCATIONS AND JOB N0 . 1347 ; HANGER CAPACITIES. HANGERS SHALL BE SUPPLIED BY THE TRUSS MANl1FACTURER . ' E . sTA� RS DATE : 6 - 28 - 06 ' ' 1 . STAIRS ARE TO BE PRE - FABRICATED WOOD . DESIGN LOAD IS TO BE 40 PSF � FOR STRINGERS AND A CONCENTRATED LOAD OF 300 POUNDS FOR TREADS . SHEET I� O . � 2 . PROVIDE SHOP DRAWINGS INDICATING CONNECTION DETAILS TO FRAMING AND � SLAB , � F. NAILING SCHEDULE . _ 1 . PER IRC 2003 � � _ __ . � _ _ � � _ _. _