Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
B14-0154 plans approved
�� � � 9'-6"� n � EX�TING 2'X 7 STUCCO PILLAR W/6 X 6 CEDAR POST EXISTING 2'X 2'STUCCO PILLAR W/6 X 6 CEDAR POST 9'-6" �—5' 9'-6" 5� LOWER LEVEL DECK EXISTING NO DAMAGE TO DECK DECK 23'-6"x 7'-7" EXISTING 2'X 2'STUCCO PILLAR W!6 X 6 CEDAR POST 24'— Required guards shall not have openings which allow passage of a sphere 4 inches in diameter.Required guards at open-sided walking surfaces, including stairs,porches, balconies or landings, shall be not less than 36 inches (914mm) high measured vertically above the adjacent walking surface, Grards on the open sides of a 2�� � ���- _ � � I t �.»� EXISTING 2'X 2'STUCGO PILLAR W/6 X 6 CEDAR P�T EXISTING r x r srucco Pi�u►� j W!fi X 6 CEDAR POST = .. ' D(ISTING X 2'STUCCO PILLAR '/6 X 6 CEDAR POST ..... ....... ...��_ . 2826FX A,=� � Town �� Vait ����� �'��Y Second floor deck is being rebuilt due to damage from ice falling. There is engineered drawing by KRM Engineering. Exterior deck and finishes to be the same as the orginal deck. Exisitng deck posts and stucco columns to remain unchanged .�e`�= �; ��'�P L� �:, . -�:._� `� .�5� -L .�d- l�, V ._A�� YV�" � � 2828fX 2828FX NEW DECK PER ENGiNEERS QRAWiNG DECK 23'-6"x 7'-9" � � t � EXISTING � 2'X 2'STUCCO PItLAR W/6 X fi CEDAR POST 24'— n _,w. .�..� T T- 00 o a o 0 o a o a o � � � EJ(lSTWG 2'X 7 STUCCO PILLM W/6 X S CIDAfi P�T � � W � � � � � � � � � � �a � �' � � � � � � � � � � � !� � � �� � � � � � � +�� �� �� ��14 WN OF � � � A •� � � �� � � '� °o � � O W � � n � � � �i N � �Q ': �zh � �./ � � � � Ac� � � � 0 N � � � � 7 �_ � . r � � � � , ;;`�. ��x��. 5�'���, D �LS J�� � ;� �°a« �=� � � i r - , - � � � - . , - - �r : . •.. �. . ': .� � .. • ...:�� �,* � � . ` . • ' ..., .� �� -." � �`: � � � � �11i � � � 1� � � � A �~ � � �� � � �� � � • � � � � � �� � � CC� �i N � � � � z � 0 w � � � Ar� aa � � — � � � � £. �i �� ; f'�. �• .� � �" f ,M�-�'` � �' � x;°`� � � .' ��f..� ��� � ��� N$+y '�V� .[��� � s��'�� ��_ �,� . � � :� _. � '.0 .. .. • . "� '%_.{ � �fd���-.�f��:. .._ 1R. '_ e/'!' � ���r ° � e..�� ' - i' � � _ _ �-� �� ,�- ��` _ � �1 j �"' ��""��� • ���� � � r N-•=-�..r,a-w+'� -�-�.�. ;°- ,�.� .� i �,t��.,R. �- ����as't ,?"� �`.r�' v��"` ^ �.. . '�.. ap�� M�� _ _�f -:�:, / I � y I �PS' , � �I. I' II'I�'� II �� �I��.... � .�.;:""'wir41•. A... . � . . , �'='i.; �-- ` j •,Ffi�-. . .. l � � '�E- �...._r'`� ` � " „ � f�i- ,1.�s - - 'e �� �a m � ,+�` "'`•,,v � �' c ' zj �+..- �,�i� �� .'��� � .�•�,�,� ' . ., . . ,� . � , . :� ���� °-J-- '� ;,„', _l, � _' - F ��� �� � ��e� s '� 5 ����-..� . �.?s.. . .. , , , �. �; t . ... ,, � � , _.- , > _ �a � x, ,�.. , � . / . r- �.�- t .. I . . q t.4 . . :� _ '_. "r'�. '%.,c ::r �� -.;� - � , rt��; - . � �k'��'� * R'wa> ���_; -� ; ,..:. ,.-. � ��' r`t �` ��,'a�, �,'�1 - �,:�- * ``�-� r�F� _/` a 9���; �� � ` � !�� .p.. �; �: � �.�,_�= �.:� : �� ��r� .����� : ; : � : .�, � �t:�.�::.:��� ��� , t ��,��� � �� � . : . _._ � �'-'�..++ / ,, ; '!� +"�r d iy qni^�m 't. ,��t�^ 5 r,�' �� }�`-e^aaEC �„-.i:.�v.,.fi**'.. - .� .:+ "T`�r �''t'% . ., ;'�"`�'3A.ie' t z t,. 4��-�A - .��� � ,�`T' ; . :. ��� . �,_ ,, . ��,�� ,. < _ , � . � �� = �� � � L�'i�r.};,�� ( �� � QI'I �9�. � ! � ��� !!J I ,�- � •� �� � —t� � k _ � � ,�i. - � ^`� �i� t .- i i ��...� � ._._�'�. ,��. :� ` . . .� x � k '�. / # 1�.� i j ' �F_?--�.._ ` �S+ ` r k`g'�' ` -� - .:-., .. =='�'� � 1 ��``t ��" � � ���= �� � �,�.. ..a k �t, 3.`i ��. .. � �"`W� ���' � . + �jY' rz[�� .1��. , � � �'' � _ f _ � ,� �, - � _ �= �.-- �.� �.:��, �, .�.- g � �-:� �--� .:.d ��: � � � — . �t���i�t� ����� . .._ _. �: -- . �� � ��ii�i� .� . - . i �,. . �. �t „ � ..F ... . .< . � - �_,..'.,�'."�.,. . , ♦F� x N, ij �� �' ,yr ,3 . � � � r... . . �t"# I ... . .:. , , � rr� , ... , -._ .. �, � �ma. ., , . s m � ,.,:.. . ., . �.� x , ...;: _ . .. .,_ .< '�� . . ' _ . , ,.e . r..;,� � . .. � �-' �.��� ���� M . Y �. ' �.. _ > .. . .� . , r �, rr� E,�;" � s '°'rn� "� � ,�� ��II���f t ����4r�= � t � � - a� +`^� + , � ' - ,� , _. � . ..._ v, - , „ . ! . i # „f t . , ;�- - - s�}� . . .. -;-�� -- - - .{,:?. �:.,:. - - � —_-r 't ' � .'_.�__r�`�'x,..,� s .��'.�V,_ ,� �'--,.� � �� :.�"5... °'«v-•:. ti �' -� � � ,�,:� , . .�.�: ,r �-�. +n,�; ��. < � � � • '� : `, ����,{� �, i .° �' �'" � .... � . ,,. _ .. . .. . ..i ..: . .:�.. l F-. �� l . ." � . ..� _. , ... ,. �. � �;....s� # ti. �` ..,�.:. -��- �� ;�� : � � ,� ~ '. .;-,•_ . ` � .rti / � �R��' • , s� � � �, � 4 �} � �aa ..}�' �!t��+� ��+'� �#S� kM1� ��....v.�i}� � � � �r� � ���� � ���� �� � �', ' t'�^ •? . r . `�..a � �' J+e� ' i,�..;,-- � ,,,ii �` � `� . ' � - ��<'' �� � ., _ . ' . _,�` �, .... .. . . �t �� ` • . .. 1 �.. r'� ~ �� ' ¢ '� iY .�' :.�'��'`��y� ' ;.. '-,�,a y.yt ",�A *. �f % `° '3 . }`��i,�` ` ^�s.. +r � r V �^'� �t+?'��,`. • ' �`'�= � �- j'. �� • �a^�' i��� � � '`x � ,'•�,��`;��-�' �i� ' I, � ` ,� ; l _ �; ��� .a ',��II M �� � � `���.�.�s;!�, ���� � ' ��;, .�tr - .. : �_ ' ; e�' ,.it a = ��. { __�_�`�_S � �� ..:��, _y� '' ., � - w:e` ,. . � ,' . t ,.,.. , .�, , � ,. , ,�,, _ . = � ^ s . _,. . � „ _ :4.���� ._~- ^,� -. �',; . . � � s'. r ' y `f. �' ?�4 1� _#i3 f��� �1 � {�� . . � . i� . 1� . - " 5, . @ .' . . � � .r � se.i���.,t� �'� � - ' s< �" .-. ++� .. .� � � ���� � � . - � `,���, '��t� � . �. -"�,� i�'t ±�,�-x �� - � �+ �- .. �-a-.-,t ;,,� .�.,�,�,� �^�'=='. . � . � '`y � �._ �,�� I I �', � � ,..�.`" +`O /�� �.�.�.i,.ri.■ I I I � _ _� � �� — — � I I I II II il 1 S 1 �+� ��1' 6x10 D.F. #1 OR � — �5Yax9 G-L-(A.Y�C.) — —2x� @ 241'f o.C. SIMPSON LUS26-2, TYP. DECK FRAMING P �AN PLAN NOTES FOR NEW FRAMING: +� /��1 ' REMOVE OUTSIDE I�LEDGER PIECES � +� I � I��� � —I- - - _ I �� i _ — � — � � � � � , I � I �� I � i ;I, I � I I ��I, � ( � � � _ —�_ _ � _ _ � SCALE: 1 /4" = 1 '- 0" 1. EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: B 2. ALL POSTS ARE LABELED AT THE TOP. I I I i I (2)-5/8"� THRU—BOLTS �@ EA. COL. BM. PER PLAN -- __� __� �%2° � MIN. I NOTCH (E) 6x6 AS i I SHOWN FOR BM. NORTH 3. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( 4. DECK LIVE LOAD IS 1�0 psf. r' �� � � �� r� � ', �z, t� ; , � n�� �.i ; MqY 09 2014 TOWN OF VA(L ) �, I E�'.. jn �� � . 1i��, �t�. `:�,�� SCALE: 3/a" = 1'-0" � � �U ,� �r ���'�° ° m` � P 6�C' �`'�l`�� �'`�-`. � G�`6 m�,,; . � , m E.:"`N Y V� . ,-. ' .<`tti�- se�;r�.. { �. .�,�� ���,;r,! �c. , L�%{i [ ' P h� N m 0 U D 2 9 o O _ � N 0 � P 'm"� Z � i y < � � e ° J � � � P Z O o V �h � o n'o � �o /Y r �u u m ii ` . Y ° °� a d> � � Q � � � o � U � � I � � � � � � cD � C�2 designed by TDH drown by CLR thaked by ISSUEE PERMIT 04/01/14 SheE! s1 JOB 1403-12 � � J ... 0 l � ..�. r