Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
B08-0048 plans
PI�TKARD REMODEL — DOOR SCHEDULE 2��$�Og Page 1 of 2 , SYM QTY DC3QR SIZE TYPE MATERIAL REMARKS � � C2) -�'�" ��'- g" PAIR SWING DOOR.S HICKORY FTXED HANDLES AND BALL CATCHES. 6 PANEL � � �2) - 1'�" ��'- $" PAIR SVJTNG DOQRS HTCKORY FIXED HA.NDLES AND BALL CATCHES. 6 PANEL 3 1 2'-6" x 6'-8" SWING DOQR HICKORY PRT��ACY LOCKSET 6 PANEL 4 1 2°-4" x 6'-8" SWING I740R HICKORY PASSAGE SET 6 PANEL 5 1 2'-4" x 6'-8" SWING DOOR HIGI�.OR� PRIV�I.CY LQCKSET & PANEL b � �'-�" x�'-8" POCKET D40R HICKORY PRIVACY L4CKSET ' 6 PANEL � 1 2>_4" x 6'_8°> SW1NG DOOR HICI�QRY PASSAGE SET 6 PANEL 8 1 2,_6" x 6'_8» SW1NG DOOR HICKORY PRTVACY LQCKSET 6 PANEL 9 1 2°-0" x 6'-8" SWiNG DOOR • HICKQRY PAS5AGE SET 6 PANEL l0 1 (2) - 2'- 6" x 6'- 8" PAIR SWING DOORS HICKORY FIXEU HANDLES AND BALL CATCHES. 6 PANEL 11 1 3'-0" x 6'-8" ENTRI� DOOR HICK{JRY DEAD BOLT AND El�iTRY LOCKSET. I HR � �� � 6 I'ANEL FIRE-RATED DQOR (AI}D PANEL TO MATCH BLDG.STANDARD 12 1 (2} - 1'6" x 6'- 8" PAIR SVirING DOORS HICKOTi.Y FIXED H.ANDLES AND BALL CATCHES. 6 PANBL 13 1 2'-4" x 5'-7" SWING DOOR HICK4RY PASSAGE SET i � 6 PANEL �; �� 1 2'-4" x 6'-8" SW1NG D04R HICICORY PR.IVACi' LOCKSET 6 PANEL Page 2 of 2 15 �1 16 l� 1 1 � Z'—U" X V o_O» 2'-0" x 6'_6" ��-o�� X ��-o�, � swzrrG Daox SWING I7Q4R S WING DOUR HICKORY 6 PANEL HICKORY 6 P.ANEL HTCKORY 6 PANEL PRNACY LOCKSET FIELD VERIFY D04R HT. PASSAGE SET PASSAGE SET GENERAL NOTES: 1. All Daors shall be wood. Woad Species to be hickory. . 2. Ail Doors shall be 1 3/4" thick. � 3. Hardware shall be selected by Owzler. 4. Door Style is 6 panel. 5. Door Trim sha11 be l� wood trim. Prame al1 doors to allow for 3 inch wide trim. Trim Profile ta he selected by Owner. 6. Remave alI existing doars, daor frames, windows, sliding glass doors and recycle to "Recon" Ill WOIC4iC, Calorado. ,� ���'',� . ���2'� G \ _ � i � �� � � �� % \ � "��I�NI � � �3,�_`i'i�,1ut:__ _ �1 f �' � � / � � ��I�� ' ' �'- � G�t'�7� t�5 L� t� �N- �,, v�E7' G,��1 !-��"T` �?��. G. ��'��"� �� �.� ��..��-� '"PINKARD REM(JDEL -WINDOW SCHEDULE 2/25108 SYM QTY TYPE FRAME SIZE HEAD HT. REMAg,KS �vidth x hei ht <�,> 2 Sl. Gl. Dao�r b'-Q"x 8'-0" 8'_0" <$> 3 Casement (2) 2°_0>'x S'_4" 8'_0" Egress Window <C> 1 Casement (2) 2'-0"x 4'-0" 8'-0" Left Window is fix and lZight window operabie. (See Building Etevation <�> I Casen�ent (2} 2'-0"x 4'-0" 8'-0" Right Wzndaw is fix and Left windaw operable. (�ee Buildin Elevation �E> 1 30 Degree 7'-9"x 4'-0" Field Verify Wall Opening with Window Manuftr. 4' x 4' Fixed Middle Bay Windotiv Verify and 2'x4' Flankin Casements. �F> 1 Casement 2'-6" x 3'-6" Field �!�Tl� ��y 1 Casement 2'-6" x 3'-6" Field Verzfy . <j�> 1 Awning 2'-0" x 1'-6" Field ' Verify �j> 1 Awning 2'-0" x 1'-6" Field Verify r�aTES: 1. Frame Size is approximate and should be verified with w�ndouv manufacturer. Veri�'y existing openings far replacement windows. 2. Sliding Glass Daors and windows to be metal clad waod. 3. See Build'zng Elevations for Hinging of aperable windows and Windaw ca�fzgurations. 4. Glazing to be Law-E glass ar�.d high altitude (8,QOOft). a. 5. Har•dware to be selected by Qwner. Exteriar Cladding shall match existxng wzndow color (znedium brown). Interior wood ta be fzeld finished. 6. All operable windows and doors to receive screens. Screen frame color ta be bronze. 7. Ali existing wzndows to be replaced with new windows of the same size and operation. 8. Ali exterior trim to match existing woad irizn in size and ealor. . 9. All windaws to be trimmed in 1 x3 wood trim. Profile to b� selected by Owner. 10. Jazxzb extensions as needed. azx � � '�:. � � � �.:-a �� � � � � � � � �.... � G3. �' �: � f� m � � � .�, n � �r�}� li 4 � � �� 11 r�, � o�a � � 7 ► � � t r . ; �� > � � � � � 1 . . � �:� �� � w w „p, W N �' ��_ �s��� � ��x o�� .` � � J � Q� .� � N W� N 0 3 m � � � � � � � � a � � N � � ��"�.. ��.. -�;�<� :".:e .os� r� : :;;:. �. �.e„^,� .:�;e: . ..= ; aa�armem♦(. ar�ey�:: r �$%fk ; .:__;; ' �a�r. .«�Ar� ,..�,��. ,.._� Q� �� w° �� o"� " a � �� 'o,mca �� a£ ��� � 3m ��� N p. � 8 {� � � a. �. n_ �; � m � �. � m � c� � �� � � � m m b �. � � m � �. � ; „;�; ;�i; ��r ��o ; ;� ;=;.�; ; ;�;, f�y! i�s � e{1� j � �"'i �m t�f.'#; � �� � ;.��� �� � �y �.�;; ,�';�;�,� �� i�? iw�i�!�; ?� `�,: '�3 (p fi �ro i �; �� � c � rC, r _ .wtr iC q � s�y :n; {µ �� � �._,� ..:��: ��.� � m@�mx ��s�� ����� s� � �' o°i ` � n C ti �, � a n «� � n � � r � 7 ��myg a- a� v e� a ���rt� °':.�.. � m Q"��y�`xr o� � � � � z � � � C �� m�� _�� � � � � a '� � � � � � � � �� m � � a � �' !li C Y � il� � » �� � � , c c � h c � � �. � � � � � � M �a � � 'Iwe. : �e` � � UU�� � UR � r-� � � � � � "�. *'f a � �' b � � 4 � � �� o? � :_ � � � � �-���� � ���� ��� �� � lL� �=���!�..� �-i�CI�"�i-�j �l�-���-. �f�l��' i���� !�{,�����. ��..I,.�.,.. v�r`��'�-�'. �'1�-���- � `c�� � �"�*i�'�'" `�'�}`� 1 '�'�`..�'�?�/�. - t�"'� El �r,,,��. . C��i ° r. . ,� � �! � � � �"� d'`'�' ,�, , ,� �. , � :.,�,.�� _ ��'�" � � �� ��� �'G�` � � � , i �.t�-t�-�.""�"� � � �'�'�=�- �1��� � �� �'a �I,�''�'�� ��i�f�#��� ,��'� ��� �'�.� , i u� �Y�-��`� ,�--r�� ��c�-t��� � ��=�'� �"�f �- �.?r� l�'""�l i�`� `.��� �� �,�`z��fi �. . . �.�` :' �'i� �'• � . � �� ��r� �� �,� � � ,��'�� ���� ��r��.� � .�.���. �� ��...,��-�� � ����� ,� , w,� � �i��!�`��� ��...�� � r�r�. ��, i�� �,.-�'� �'��t �a. ���- �- ! �i � !i� pt�'. � �''`� �',� � �1 ���:�:'i' v�1i�.i��'v�' �_ �.� . �"' �. `�7� !�'"i'Yi�t �1��l���i" �i� ���rV� � ��r� �1 ��' ;�,�� �� w������.� �� ,��� � ,� ����., C,� �. r� , . , � . � . . . . . . � . . . , .. . . �. . . � .. . . . �..' ��� �`��`r. «��T"�'� $ � �"["��,.- � t T`�-���`�� .� .. �:��G�"� �. .41'�!'�`�^�'� . �1�'r�r�!'"'..^' f� f .. . '' ;�.C=?i? .� %. �J*r�'�`���^.`, �C��%? ��:.�nf �...1?�� A�.l� �'�'�1^��'�;� G�#E��i-� ��". ,,r� f��'�I�i.�1.��"�i�..`"i '1� ��� � f��� :�1'#�lra���: [� ��� �. C� �� � ; ����� �,, �� � � ���a��� ��:�:�r � -���� . � � � . �.��� ��-�-�.�+ ��� �.�� �i�l�i..'a� , �*!�G'� `���` .1.�� �`� `'�F�1"'�'�(;�. �`�!' .�'� `l�"i�'�"I"��;'�:�.;."��T,��°T�� .�►. ���?�.,,,�'`.;. ��t�:��'%'tGi�-. G'.�tl:�'t "�'�:� t... �� '. �� � .__....M....._�.._ r �� � .� � ...., .� i ,{��,\ �i ' ��' . ��'���i:�1��'� I�.I.��'���,� ��t�r..�� v�,�.�`.� p�N^�,•.�'t� ��+�-� Y,!,��..tr.t,.� ��+�'�1., ; .. . . . II �. �r�� ���,� ������=..� ,?�`�-��-t���:� . . ��c� t�.����'� ���rc'�-� ��� u�r� . C���. ��.���� �I��l�,��"'1� �?� l ���'1'[�-i� �a+''�i�� �,. "(',�' '�� �i�1�j��'� '� I G'"i�- ► .�t�G� '#�� �' �-I �. , �G'�' , �'�"�`�-;��� ���?�� ��1�'..�"� � �: i�'�✓�`� � . �'��t,� '�'�,� � ���.. ^�"�� ,��c'���� �^� . , t��':3� ��i� �",�.1''�"�`� �,t/: .���I �;��`��:��i.�+'�� � �?�^i''►� �#�� � I�` i?�.�� �a��-�`�� �C.�,��� v��'�r '*t�l,�� %:'��"� �'�°"�� ��� ����►�:������ �����'. � �,��r��!� �,�.�� ��►�� � �� ��' �`,a..�.�.--� �� �--� . �� �'�.ar� ��=��.�� �. -� �.���� ����� �;.� � ; � , #� �� � ��:�`��M '��. �-� � � �c� �``� � � PK� �Y �� ���:-�' ���-���`� �- ' �: � � �. �€ �, � � � ��'l. t � �Q�, . . �i �'�"'�,/?';"�.: T'� �{ ^E �c"�,..t� �`T �/.�c� ��'����`�i'� , ... ' � f �' ��M �?�l �- ` �l.:C� �' � �� �-r�� , � ! �: 1� ��G-� v�` /��"��� � �l��1 t� #� CC� '�i� � :z =�;� : . ,. . . . _. _ . . .._ . . _ �r. ��,��r�:t..�..�. -�',� ����t�- I �� ��� ��'� ��-���. ���.�.- ��r,,����.. : �- . ..�:�ri,�.�_�_._. � , . . ��} ��t ��.��,.�:� . ._..__._�_.._�.�..__..___�..__._.__.._.��___.�_._,_..._M _r__.__ _._ _ �j ,� � � ; � �,r�y �'f . �I. y, ���i�j , # ; f�► � �/�� ,�� � � i '` ' : � t� ��'���"'�•l.�~"�'��'� � "�` ; , y "� . , �/} �'"r+} . . �/} 'i„P , J�I?i f�"" 4iw�i � .. . . 3 . «1.. � :'• . � .. +"`�W� . ..r.+Fe^'.F� �.� r . : � . _..».. _M..., ...,... _..._...... . ......,_._�.._.._...._.... .. �_...._.. _....._..... . . . M' 4'+�'r' � *l f . . , . �. � . �` _ � . ., � �. ,;� '"�r�"�,.. .�P,. . , . . . ,. . .. � . . . . . . . � . , ; � , . , , , .._:. -_..,._-.�. _ �.. .� . . . w_�.a,�.n._-. .:_..,:..�_......._ .W._. �.... � �'*��t �'�' ,+}''' .,.. �._...� �� J� . t.`t�"f'._..� � _ .�.__.�._..._...., __.w ._.r�. _�y.. ..�_. _..�.� . .4.....�.._. �..:_ ..: ._...... _.�...._ : � • , , � , , ��,�► ����� i� ��..� .�'.�.� � jXM�� ,; ��,�f �i� ; • � '`�`,r'�`�- � � � � � r � . . S , . . ' y . , . �_ } � ' � . �-.--✓ '�+{ 'G��.� � �X� ` �� i'�I�.Gr" I 1 �� ! .#�€� Y .��""r '�`��:.�YY LI%!`#..� �� �?� l , �V�� , , � �--^-----•-� � � � . .,,,�..M_ a.�_.... , . . � ...,,� , � � � ,. . � . �,� . � �''�t��" �'C�.�. .. �....; ..::. ,�- . :-. �;,, . �� ; ��,� ..�,, . , --�-.�- _ � �._._. :;:�; . �1'� � '.�l��"!�� �"c'' `�'' � �' � �'�`�'".,��. --�-� . 1 � �c�--- ^ � � . � . � � �� �� ��'�'��`���'�� i��.• �n�i ���'1��-� : � s � � �9 ` j l {� �� ���:..� � , �� �-- ; � � � ' !�'' 1 � : � . � � � �; ; i I;, �� ��� � — � � , . ,�.���.���f" � �►� � �.- � , � � �� � ; � I .��,. € � . , � �� � �.. � � i l�- ,:.. ;� ; � • � �� �� ���"''���� �� ��'� � � � � � � � . � �� ; .�:; �� � ��' ; � �`� � � `. p�� °� i�� ��3�� ��� . . � � � � ` � � � __ . � � �.. ..����� . . _ � { � �, � � 1 �=ri ___.. =� , � __�- � � /� �~ `'`� � ::�= 1 �'�,�'S = , �, � � i���-.� .--�: � - � �—�--�-� - .-�.; ---w—=� ; j_�/ j � { yy �,�N � i�'-r��-.µ � i � �� 1 ���. �� j-` —� � � ... ► `� � � � �- ������� �� ����� ��� �������� v�r��� � � � � '�� � � � `' I �,.� � � 4 � �v� r� �� �c��� �������� ��� ��������� I � _____ _ _ ��i��� #� �� �i»��#�l�S� ���i� �� ������fit°�° R° � 1: ;I - �. � �i W _ _ � z � _...__�_.... .,._,. � � �.`�.�.-., _y_,__ � .. � .�.. ...._.. �.. . . � . .w. ... .. � _��_ . .. _��� � ������ ��� ��r���� �€� ��..� �� ��� �c��.������_.__ .�. __. t..�..._ _.._. ._.�,� . � ���� ������ ���� �����°�: ������ . � j � : .�. . • t���:��n� � ����c�� ��t���°. ��������� � ` C'?�. � � ► � �� . . . �c...� , � � ������� ����. �������� � � � �. , . � � r�„�-- � , � ��� � �° � � ����i��. �.� �.�. I � �' ��, ,. � . . ;t�.�'v'� �` 1 � �t� � x �' ��mmu�itSr pevet�pmer�t Clep��m�nt . : � . �.,,� -� .� ,� _ , w �- r��p;.�p Builc�ing Saf�%r ara� E�spe�tion 5ervices . ,_._...r.�... `�` �.__... ..w._,.....�.._... .. ._...,�,...w.. .._ . •- .-..1' . � t � r'��� � ' d�1�li'Y �� ���r a �`t'. h I1 � ._ � .d.�._ .� ._ � .�_ � �� � � : �� � . . � � � � I . ���� � �. I , ; �., � I � I�, ,�: _. � _ _.._J ���er�ation�[ Building Codeltn4er�na�ion�t F���s-'t €_ :! '[;f.�•GOt�+ . �k i ,Y,� .'".. : .. �"s �r';��a�lY� �f �iCCCit#. �i18 tSStl�CliB �i �#�RY�11� C7$ �.�;�ti i a'.� 1 �a � ,�,,, .�. -° . , _ ..... .....i � . . � ' `� �� . �' � 11 � }I ti0 ��' GC;Ct: $iU�C# fQ �78 � {�@t`till$ f0�'� �9! 8t1 Sj1�5i'OY�� 0�, c�Ctjt ViQf�:ii��1 {3f � � ��. �'��� ..w � L � �~ � .� .%!,� � .2 � ,.`;� any cf th� �rr�v€�ic�ns �f th�s � oc c�� ��y othee ordi�ance of t�L ; `,1'�(�"� �- ! �:.'�.��::�:,,� , � -� jurisd�ctic�n. P�rrrrsts pres�rrt€nt� io �iv+a ��atthh�rity t� vi�late c�r �anctii ttte ......,:�,_..._. ;..� ity � ::. j ..� � q� pr ,s��ns of this ccxt� �r a#hec or�i o� �e jurisdicti�n shafi n�t ba =: .� i .. ��� ,, � N , i�i � � v�hd it�e i�su�nce �f a pemrut3sa t�►� cc�r�Ynacti�n d�cu�renYs and ; � -w � � cn , . � ` �. : �'� ` '� ' �. �' � � other ��:.� : h�il nc�t prauent #he bu�Cding oi�iciai fr�m requiring ihe ��J �' µ �. � . � __� .. _ e.� ; � i� ...�.�.:,..�_..�t �y...�' +'"�,, '"�" �Oit'�CItOC� t}f �'�Ci9i'S tit �h8 C.�titS�iUC�tK�it dCSGt2ti'1$hES r�tif� t3#Pt�C Lir��. �h@ ,� .r...._.... .. ._�.... _.. '�, • ;..� � t � ��=�. � .��—,,� fi � : � � � � � " �......�. � �������� ��,���� s� ���� ����,����� �� ������ ���� �� �,�� �� � .. . .. � � . . . . � � �� � � ;��} � - ��,. �i �.w � � � � ila �� ��� �� � i � � ;� r,� _� # � . , , , �;� , � . � � .� � 11�. � % . : : ..«.��t . . �� + , � ...,�- . .'•� . . ., _. _ .. . � � i. - .S� ��� � � f ''� � � 'k►� 7 � � tt.... _» � ij '{—'_'"°"r- �, , � �". � � � ��, � ;o �;�, , � _ .. A,, .� :�� , t ,�, " t .��! ,� ;;:. �r, .. 4 ew� t ..._-'��� � , � ,. ,� ' . .y Y" "' � � """" � 4„� �i���"'.'�+��'�ti�l�" . ' . . ���;��'��� �.�� �`� ���;�� ��. �� � ._.:�. . � , �. w. _.�.. . ��l�"'� � ''�`�.�'�.�: ..�'"�? ;,�"�� ��`��`�'�'� ��.°°'°.°' � �.�..,.,,�.'E°;�' ' 3.�`.���. {t-�� �C��t... ����� ` ��r� . _ ��� �; ���?� � �����' ���� . _ .� .�._. �. ��, ���.c.�,� ���.� t�'�� � � �� �� � � � � �� � � c� � � � � ���� � .. �` �� � �`- � � � � � �� � � a _ ¢ �r at � . � .� � �� �� �'� � �� � `1� �.- �:-�� �. �`i��� �.-�� �" :����� � ���.�...�________..�.__ _.._.____._._ �._ �...__._._...� �,�,,.� �c;,,��,... �s,���. :. 1;��7� ��` � � � �" z . �" `�r���"a�" � e ' ����w ����� �� � '.,° a��, . ��� � � ,, � � � ��(������ � �.� �a �. _ � �..,- �„--�-.�_.�.�.._:.._ . � v�r' ��.. �'�� ��� �� � � �.r �. � �� � �� � � � � � � +.► � .... � � � 1� � � �� �. � e;- � � G�7 a� �' � �v,� �� � a�', � � � � � � � � �� �,,,,i ' � "'" � � � o � � � � �� � !h � + � � � !�" C"�l Y�+ �►w�r � �� ' ° GNECK�D �AT� �� ����� ����� ��c�a�.� ��� i � °� .:�� ���vo. � SHE 7 �� ����� ��� i , ��� �� ����� � ���� . ������ � � � ' �.! 1� . �'���. 'f` .� 1��:�-�'�,�:'-� . `�(.-�-� �r� �� ` '"�-z? �i� �'�'' �-3� C�"C'j ��.�'�- ��1;�,�,�-. t , � � � f���' � ; �.. .. �.�. :��t� ��- � ��°����. � �������' ����.� c������' ���T:C � �� �T�t� �. ,�, �'' � � �'��1�`��� � �°� ��-. �'� ��- ��: . �1���:�:�=��- : ��I�N �l'�`� . �.�i�. ��!. � � � : l �., t� ��}��"���17c?����`�C:�� ' ��� w� �5/��. �"`f�'�. � C�t��t`� � , ���� ��.�� � ��� ���» . ��� �����. �� ���� � � . �� � � . . �. �����.: �,�-.�.:� ����'�� .b���:�: .. . .� :.. � . � �`� ���1 '�2�t� -��t�� �� �-I � .. �Yr�� �`�'�`,� �- � � . � . . ' � , , � ��v� �rl � �3��+�r'�''.� � � ~,�. . .,�;r�" .. .�.���! .� ��'�.� �.�?�'� �»� � �_ : ��t�""i"� t�- � ��}� _. .. : .: . � . �'� ,.. . . �. � ���' �' �'��"'���:�� ."i'�l�- . ��� .r�1�,��:t��: �� �.J:�r� ��� i�`' ��'p'�� I #�lyf,�', , . . . . . . � . . . . . . . . . �. _� � . � {=���. � � �' . `,��'���.: . . ���'� � . �,�;.,�:. �:u�r!.. ,�`!� �,�.` f�: � '�1�� �''�'��:. � .� I .�� .��t�: � .:. � .. . . . , � �� � � . . - . . ... � � ���,t ✓�.� �' �'a�'�l�. . ������:. �.: ���:�...k. .v� j` �i''�'�. ���', �:� :�YF��. ��� �ic1�� �.�1�� . � .. .� ���c,.��:� ����'�. ��'�. ��I'�.��°�::���� � .�:��:��� ���� , :,. . . . . � . . : �"�"� . I. �� � ���`� . . . . � . �++"4' 1¢"?Y .�Fw^ .. ���!'"✓ t f ��""'���~�*'.""`� i':,f � . .�"�.Y.�e't:�� ,('"'''� . �� I"I'� .� .�w'�����jr�+�"�ts• !� �,�`t .... � . .�� � ��� . l���t . , t�. .�. . �..�;��' , °�;r -, � ���.�,.: � . , . . .. . . .. . �..��=� �� C �r��;��� . . . �. . , � . . t� � ��# ��`��� ��' .�..��:,E��.:rr�;. :�"�"1 � � � � � � � �. •. i • � . ... .�1 S' Y�'w .l'�Yx'w�! •��°"�.i�+.'.�r �\:w n ✓✓'+� .. "�..�.n.� 4 .s+' �v..�... ...r^� - .. • `�'+ � , • � . . . ; ' � ...... ..4—»�—+ • . . . �',��.� �������. ... : : � .: �. . � �.. :. .. . : : . � �,���`� :�� ����. .:�Q :���i � �. �. ... . . .` ��".� � :': ,�. . �-�l�"�j�� �.1���: �.."t"� ��- ����.. , . � .. �i�� ��.� �`.�.�;��� ::�i�i�.�G� � �'��:�L: � �~.�-- � ,����'I.T.'�. ��.a►�`� ; �..:��.►�:��`.: 'l.s.�`�r:�,: . � . '._. ..�,.. .�... ...�. _ ..... .�'. ��.��'' ��-t�� . ' . � . ' . t +.�...w+�rr�.w— . . '..' . ..ar....��.�+.t�....+...�.�r..`..�..r�.....«....n�.w.n..r .nw.�.��� � ..rn...� .� +.--...+.�...��..� ..�.......�.�,..��--� T:. � .�..��.�... .� � �#��� � 1�� ��! :;� i..,�.���:`... � .. .��. I �� � . -�.1.�;� �i�::� �:.��`�:�"f`� :�'��:- . . ����� . �� � � ��►�,,� � � ��`i�'�'� ``�t�" ��' �"��-� 1� , . t/ � , .�" t: �. .� �� ' �"���`r'�� � � . � :.�:. ���� �!,��.,,.��w-_� ����� .��'... _ . . : . .. . . � � . .� tt � . . . � �. . .'��;'`��'�.... '7' 3��.,..y��.. �,..:. ��- �i � �'i�^'r�i,� il� ��!�� • • �p'�� t'�"•�i�� �.. •''j`D� �D�"�„�. '.t'J� �. ,. . s �� � �� . � �'��=���` "('x': �%'�' ����'� � ��.�.!„I�� ..� ������' : ��`'���`��� � �E�t:��'.����t�'f� a���-'C'��.��.� : � , :.. ,��"t�'���►���.C�. `�Ii��av�'� '�'�'������'�"���. �,'�����'� .� K"�1��;:{:�.. '"j"- !.. � �► ; �'�' �"� 4� ��'. . . � ''Sl���'i ��l�.ti��t. ����:�"::�l: �` ��."� ��� r. . . ./... . �"°' • . .���N�� � 1�- p. V'�,�-I�'Y. , , � � :��''�..��'� ..:�" ::��A?'�` 1�1�#�i��v� : � ���� ��:��' �t���f�"�' 1;��;e�T�,��,�. :,��, ��. ���► � � :I��. � :. .: .. . . � �'�'�� � ,���.. � : #�� ���r���- ��'�-� ������ � �;�� � �� �x ��.� ���-r� � : ����'v��, �'� "-������. .��;,�« •�__ �. +�J�'��%q'r { }�' i �� , . . .� {��� �4i`�`�i {�'� � �' ��i.. lC1,.�i��`'�� �� R � � ' ��.� ��� � . _. , � � � � ..,�� . z . � , . . • . . � f •j � � � • ' ' {...id . • , . , � . ' . ' � . ��i�a�'�"'�� �� ��`��. +ti . � � � �����:.�'� . �.I� �`�P.�:',�;�:. �l:�,;��„�.�.� ---_ � . . . ��'�� . , �u;: �:�:�,�t����t'"����� �`� . � ����'� ""�"�'�� �t`�''�� ��=i� � � �: ��'�?.� . . � . . � �,� .����'���`ic� • . . � . ... ..' .. . ,. ;. � . . � � � �i:�r'f'I�C.��t��:. �►��i:�:-.��:.'t-:l�o#�.:���-�� � � .�:��.�� �o�-�����"!"'i���c:� t.�?��'T��rt��l • ��. �� �'�'��'*�����' � �3�'�f' �°� . � . � i�i�' �11� ��a1��'�'K��1+��- �`��i������ ! iJ ���� ��� ������'� . � ,� �� � ��.�� � � � � � ���� �� �- �� � � , ,.: ;� �� . � _ � ,, ��,. . �� �, ,. � ��. � � : .� � t �.ip�o.�,�v' ��,-t`. ��� ��� � �. � � �� � � �' � ` fr y ..� . ,.�� � ' �REVISlON8 ' �Y - �.,��c. �� �` �.�.�. 1� � 7 �+!°(�f � �8 �- i�tt-� � Vy�� • \i✓ r � � � � - � :�. ,..� � � . �� . ,. � � �. a.� � . : � � . . � �. � .. � � ` Fi � .�' � ��� � ��' ��� � �� .. _.. # '�� k�'i�{ � � �& �Po � �� ,��€4�g . ?"`1� °;s��� �. .:� ��,��e������ £��� �����` � � � � ���� G �� �� � � __. __--- � j�'� � ��!�.- � � . , - � ,. ,-...., � � . i� �I��rI�SM�� ��[+�l%�"#�"� �.l `��/" a • � r'r/� Ak � V���� Y}� �� + ' ' �-.. ..,.. . �, : � t.. ; j . �- � � • � , � . � .�' ' �` ti +� � A �s a fi° � ��. � �. tr � � � . � � , . . ..... . .--�.,__._. ' CNECif�p DAT� I �3 ��:�,��, � �� : �� �' _ �� ,�c� ,,ae rvo.. � C�`"1 L�',� SNEET C3F SHEET& I� �� . �. � � . . , . � t � 0 ` �i� _l���f �.rlt� �+*.•,t � ��-�- �.�LW ���'��� : c, �� ���r���� �� �r��r�� �'��� ���t.�. �1,��:� �� ��'�i �� �1,�*C" �'-t�� �i� �.�t���; � , I�'.�1'�-�'. *�a�"'�� �� G� f-�1�:'�"�{�- �-t�-� ��.�'t"' �'�-�'� f ��►::� ,��. t� '("�:�."�'#� �� . �. ���1 ~ +,� �'� �� � � � � �..�: :���,�� ���� ;��? ��.�. t� � � . �� �• t��#'�� '� ..�a'1''i�� ,�,r'����� -C'��� �l.�j� � �� ��..� ��. .l � �'' ul�� �v �1 � -��z.,� ��� . . � �l ��-r���� : ,��,..�� ��� � �'�..,�a ��,t'r�a � w�t� ��� � , � . 1! �; . .• �', ��'`(' �.'�a1#��.11�c��. + . �� . �,,�.``�'' ',�'l�l ��'v�` �'� �� .r��,�,.�"�'�.�.. �'t� " , ��I.�pr��.v�l �,.;,,r` ��'"��'��� ��-����. �,��%:�.�:�„�,'�' � �,���''�►�. . � '� ��'� 1 l�r��t�'� ��� '�� � 1N! . ,��""��� "'�''� `i~'�,�',v�- �jl � "'�� 1 h.'� . . � �'��— �`� ''C"� �1�'��' �1�� ��� t : , `� ..-�a_. ��j.,��r,l k��t�fi�1���'- �~~``'� �� � M �� . '�`"` ``�—`"`�"`",,,,�._..,�-... _ . . t � '°"'��"'^`�,,.. ...�.,�.. .�e. _ �" `� �� . , ' � '�. . � �.� �. ;__ .r._.___.._.,,,,,;�1�N k { f f' 3 `t ''i ! i�! +7' S► . � � �yy"��,r � f � S \ i y`� f.y c.�. `t �►'�Y,J' I�J I C� V�flt+l��4 i � r , � ' nf �"7,"q"!�, . �t,�"7'*"�,. � , . . ' . i-1 �vr' v�t�.1 �o� v,��*. _ � , __�. • � �.� � " f . � � . , ��.. ._ � � ' , � ,.� ____.__.� - . . � , ;. •� —� --_._..____�._.._�__._ .___.. �__.______ .�._..:___._.._..w.._......_.�...__............�_.._..�. .__._� � ----� �--;;=___. ��-��---�---..�.. y � �I � - �1�.��� f���it� x�° ������'. --„—..�_,� � �--�—.v...��,...�..._._. 0� %° � � �.� f��� �.� �� � ;`�{ ���" ���� � ,�t+!' � �� ' �,,,,.�' �� � � ��.;� � � � � �� � � ����`I'' �`=i�.�-�.�.'� � r� ��, . '�' ��.�=.,�~ �' -� I � 6 � � a_.�.....�...:..�.�.... ...�..._.�_.._..�._._._...._....�.�.�...__.__.,..��.. �. u �� r . �X�e � ��g � _. _ �P��="�"1,��.,. �:�.~��'�`E � �j �, ���� �,�������.� � .� .F�t . ��..yy r�+t � �. ' n � i., d� � h V.� C7 . C� ra """` � � �' � � � � 1 � .� � � �r � ti✓ � .* �.i � � � 43 '� r.w � � I Q � "� MiM I� � rG M. � � N h� . _ __..� � ,� t�RAW1V�M� � �-``�' � CHECKEp ����� �� �� % � #�Q�r ,�""I � �r+�c�. ��E�� , OF SNEETS ���� �� �� ,��%G' t;�� ��IIX�''.��! ��i�in1��"'("� C�'�► �`f ��'�+-���..� �.u.� ��,.�. � �'C'�h�1��1� w��.p,+�.�. �t'�. �%ta.-f�- �� ���� ���'�L•-1�1i�'� � �a� �� �'U��� ��'+����-�+C�•,,..:. � �� ������ � �. �`���� � ���� { ..,:��� ��� �� �� �$"��� ����. ���� �'� .�j � ���� �� . ���� �,,���1�- l��'� ���'� . f,,. _., :��,,N��� J���c� .��� ���t � _ c� � ���� � � � � ���M-�.J��' �� - � , �" �,��, ,� �� #�r� :��l��"`� �.��f�-���� �;:..�..:�..��..�. ; I p,�t�G' '��`= ���!-�'`�t' �'F' ��"'� ���� ������ f � � p���� ��� _ �"' - tl-�" / ,.�� r�� • .. ������ � � ��. _� I�� : _.j) �._.. � ii i� �II � ` . :�...___..�:� r �' ...�..�..*_�,�.. � � � € � � ...._ .�. . y( . i n t i f �, . � _�.�....�-.�- � � ��� �������� , . ��� ������' ��� ����� ��� �� �� � �f' �C� ��4( �' � t����.� : .�. �I�" �i G�� r��'�.�:- �:�-��' � �,-�" 3� !��-r ��^�,�''t`t �.l. . � �.��-�-,,��.�... ��"�� ' 1. �.�� ��+����� ,��--� w�-t�.r�� �i'�� ���- � � �='�"�l-� �� I�"� ��` f�i�"'�'�-�,�l.-� � �� t��'�' � �. �'t�Te-�-�- . ��'� .�.� : ,��.G� �.��"� ,���.� - .�' � ` �''�`��-� ��''�� ,��-C� �'�'��t't�� i 3, �r����v� �'� � � : ;�,,� � ���. � ..�n�� ��� ;�c�� .�,�� �:�� � �►�u. , �1��'�� ���'�` ��� �'� `v�1��'�v►,�' �!'�-�r��,�'��l�`�("'��ii� �i�� �+�: �;�����} • �- . �, v� 1���� � ,r��,.���'1..� �•,�'' _ ��� v�I � � �.��r'� , �. �.�v�. ��'�� �� � � �- �I�'f'�� � i��r� ���t . ��i�{I11�'�3�'("'�. ���#� � � ���,�. ��I�1-� �::�� �, �L+��. �"� �� �� ����� �r�s.�t ���� � � ��►�-� �� . �. -� � ����� �'�� - �ir�",�-#� ..�t''��-�' � � , � ,���� ����.�. _ . . . . _ , .. .. .. ,. t . ; . .�� ��.�. -r�►�.��. ���.�� . ���:- � ' ��� ���� � ��'� � ��� -� �`,���..�~� ��.-r�.� ���-'� ~�t'��� r � —. �*";"'�' :'�-- I � :irM::.�i., _, i I i � , � ; � - ��� �- � , Et � � �, � �� t � �� � � �� ������: � � ��. . ��. .:������ ���y� �� � ,� � t(���r� _� � _� _s�:�w � �����; � .. ��� , .�_. _ ��� ,� � � . ;� � � a� � rr� �� a� � �. � �' .,.� � �� , .� � � � ,� � a.i ' � r�.� . � � si�% a � � �. � ��. � .� � � a�►wN � �� �HECK�O rra�r� 1 � 't��� r.;�� s� � sc��� �� w ��-� Ji�B NC�. t�'"i �'%�' sw���r � �� ����r� I '� �.�� , -_�-�°-.-� � s . .. . . , � ♦ i. ' �✓ ♦ 0 4a . -__ __ r • y ' .� `O � ✓ .� i�` �. � • � .w . . r�. ...�`r fr' ..,� . Y . : „ � £'".,�„�'\ . �..�. . ' . _ . . . -�. • 5 i ,� � � i , , : 3 �� - ' r � . . , � ; t � � ��,�.,�_.._ _. � .'�+ �� ;.�,� °� s� I a � � � � ���� � - I ���"1'.�#^i...�t�` 1 �"' � � a : sf �, p,�� �`�� w -. ��l�.� �,�•t�-�'—� . '�. '� � � �"^ r',� ,�+�``` ,r �--°. .'t � � �' ' ,�, ,a �1' f 1,� � �` r � ^ . , � �_,,,� �t�� i � f" �"M � �?� � �iE�� �...��� � �.. �' � '� ��l h�-�' �, 3 � ; tF � , � �=�'� ;' a„ . ; � 3 �. � �,;;,,.-%�^""'""" ' . { � � :; j � . f; ,.s,! , e � � ,� .•• `; f � �i � , y � i � � ' , ' .�.....,� �...�,�'., . y �' '�. �'���""�"�'�� ��' �'�,�„�,�`1:.�� ✓.'� -... � .. ;; '��'�`:�+`, r�.�`� ��'�`�'. d i ` ` 4' � ' ,�'',,,., �:�i �,�t'l�yr�»�i� �.�.. �'�?""',�, � :�' '�''�� ��r��;.�' ;;� .�.�."'"' .. �t ,_... �.�-��"1"� � �%?�"���- "'�' �.� ����k.� �''�Y'�'�t?�.i . , . � � �� �. � ` ¢ 3 -' ,,,, r � . . . « "'1 ,• . � 1 "'"r '.:"' 1 �-�* � � � � . � ' . .. . ' � . � � . • ��'^� -'� � . • � 1 ,, .. �.._ . s� tl �" . r !f+' ,. v. ifP ~�i�� . �i . � � rY ,..n"'" ��..j ��„��"�'�'"„ "�'...�,'✓��.rG�%`x't..1'�,�.,.�. �� ��G.�Gl.� . � � . . � , . � . � .�„°...-I" wJ��j�' ��i/'G t � ' ���� 1!"'� " � � _ ._,»,,.._ _... . ..�� X �� . . s. +� �iRjr. *r . , . � ..-.... . t � . . ,/' . j � � �y �tl, j� . . . ��} i[ j ' ¢1 t [ 5 . � � �� �,���� ��'+„ � . , . . ' . � � _ � . . . _._..._..,..._..._ ... _.. ��.� ...... ............ . . 1 ', � �t } �•y . ` 1!j r . �F. . � . . . . . � " .. � . � . . � ' .. � . . � . � . ' s, . t� � { . ` i � � . . . . . � . . � . . . � � . . .. . . . . � . ' . r + r � 4 . ) • ^ ., r J ' } � - 7 " J�,}) � . t� �+' ..i . `�.+ ..�A � �'. { /J ! . � � . . j yy .�X�i . . . . ...� � � � , �irv � . � . J i~� . ' �.{F° Y' �kl, �'!'� J"'K�L�. t"'�..�C.+"NS-'"`:i%,�,.{'�°'�' ���t"�' � i� - � ' ���y'� . ,! ,` �, ! , �j „�. ,�'' IE, . �' �; � t ��-�'��'� ��� ��"���` 'i��°�� � - .��'�t� .. . �rt � ' � � <; �"- t . *�� , + �c" �.�l, S �„,+�'".�"� C , , , / A,,. � � , '�i�!��. �.` ...�' �:.� , i -. - ., �'�`�' ���i`"v�'�� ��# 1-�-�t" �"�.���►...� . •1'��' � , � .l��t �..,._�...,� . �� .. ..�_.�.��..._:.'''�'�'�!`�..._..r_ � , . . l ��?� � �i ��� ��' . � � .� ..,.,,..�.,:.� _ _ . ,,.,._.,r. !! . ,.�� �������� , .� � � �' �-�� #�''�" �� �. -�''�� �;�,,�, �"�' � � �t ��.� �3v�'' }.j � t,;,� _.,.a_--w . � � ;� r . � `���,' � �, .�, . � c��'��� � . _ _. . .._._._.__.� .u.____ � , .� ���,,, � � � �`�'�'�� ��� . �� � ' � , ,�} ,..�..,._..^._--.�_ _..� .aa._ � � _�..�..: -� t.�.��,� ; ,� � � � 1�/�,' '�'`��''� � : ? . � . � ` �,� __.., _.._. � _ � .� ��.� �� r. _ � � l� �~��' 1 � . . . . ; ��-�`�r,�;-�.'�-" �� ��`.. ��r..�_.� � �,t � �� j �,,/ r . : .�'YC�"� : X`'. .. � ����� �-- �t �E il � i�"` �'����l.w.���' • � �/� ���'�',�� �t� ����� �'���t� �?,z�:t,,i� : .�-��'�� : �.., !� `,��t �� �'�'` ��'!� �'t''� • :�+�''i''�'�� � ��r`�- �-''�� �' �. I�.� � -w.���'� �. ¢�►�.��:. ;��.�:'�� � �;�;����,�2;, �,�, , .,,;..-..... �'���` � �`�� `-�G���'�`�' . . �l��t��� ��.�"a .t ., . ; . � ��� .��� �� � � x,,� � _�,��-�' ���`�1 �"�''� ,�:���%� i�►'�t'"� ���� � � -�'.�� �� �.���"�� � �� . ;. .. . .. .�__... . _.�_�....�.._ .___..w_.._a_..___w_.._. . . . . .. �t�-. �� tx..�,��...� ._ �.t' � a �' ...... � i �� ��'��:�.- ��".��.�� � �- r�,�.. .�-M . : .. . � �� ,, �� } ���(�� �� �`f P� �?� �:��.. i�� �� �,�.�1' . _ "�-,�� �- � �a• � -�-� �� �' "'��'�- �-�-�i,�'��F'� � �--��'�!'` �'.�. �7"� L-��' ��' j�/^ �' ' . . 1__...._�..__._.S _____ ._______ .. :_.'_______'.__.. �. ��../ � �f �' � �� � �� ► it . t tt � rs�l� �' ,�� , � ����� ��, � �� � � ,..�: �'� �'`�. `"�`�'��;:�' �,-1�'`:1 ���"i� � � ��' �' " _ w....�w�...,�._,�..,�..___.�.._._..� � � � �� . . �.�t�'����.. ��,.tir' �� - �`�! �1 ��-�f' � �; �� `"�''�t ��"1 . �� �. �:���r ������ �;.. �� �—�o'f� �' , .�...__...._�. . ..�....._._.. �,.�..�j:_. f. ���. ��� ,p, .�`✓. �':�• t � {. _�� ._f�._ _..____�.� �: i.�.� ,�� . �,v�t�� I�Y� � ;, � � r ��� ���� ���� -�� x . � ; w. - '�'° _ _.. ..,, �,1''v�'�1�� ,���i"�' ��"�`���:�- �, ������ ��� � . � _.~ �'�..�s�"C K��"�I� ,..._......_._ _ t''`'k'�„'fi.' �►�"'�� �C.�" ���� ��� � �- � �i �� �� � ����"�� �� , � � � � � � �, _. __ry__...�M_..�.....�__., � . �a w� � D � � . �.. " ��� ��� d���� . . � � y �� v� � � � _ � � � � � �� � �., f F--3 ;y- , � �; ����� �..-� ��z �� � , s � � ����' �����.� � � � � � { (p� ti� � ��; � ��� ����� � UP � � � � � � a � � � � �� v o` �r ,� c�, . � c� � rn , � � . � A �K b\i �. ♦� � � `�p � �� a� �� � � ��. � ���� c��c�c�a OAtE � ��.� �� SCAi.� JD8 N0. �-� � � s����r QF SH�ETS , . ...... . ��^,,,���« b, � ..... . . . .. ... - '•� . � � . �.�f� � . � �,I.�;�r �����. ��� _ � . * . . . . v�/' ��?���i�11�::I�.�t�'"ii�'►� f: �.� � Yi��� � �1, � �� . 7 �i°� }f' '} � '� • ` y"�, � ' � � ,:i�.� r � , ; :� } ; ; '� �;,:,,�i'': ,� � . . �- ��� , t':.: �:'', V� �_ . . � • .J �..,� ��, ) � � � •�S . . - 4 . � . • •• .. . ' �� � �r� � �� • 1 "�-�,�, �"'"'` . f, "`��.�`�"^.,. ""�"'"ti.`µ � � . t , � t . � . . . �'.o��-� l����-�� ~�--... �1 . :..�,,�i,,�' .�r�+''t.� t� i���a� ,.� �--�' � .,�I i � . . . � ��-1 `�i�`�"''" '-�."~^;�,,, . . �'� .. _: "�i�"�-'�' � �� � � � . . . . � . . - . . - � . • � � . � . � � . '�`�,�!t.. ����'1.�_ �. ,::�� .. . .. . � � � 4`� , • .. ......... :+re�t!.Y: �� • ' • . . _ . . r , � � � :•�� � � ' '., �= :�t� 1 !''" �,1;�,,i,,, . • • � . � � ���� � �1: .r .�... . �. �„ it ► � � ,, , , . ,� t� , Z� , 1 � ... . . .. . . . � . , � REWSiON8 � 8���:b� ��' , , ... . . ... . � � � � . � � � --.�.�►.� ,�. � : , � - �`' ?�i,�'►p�� ¢�3 � �"��� . . �°:� � � . f� � � � �. . , r{ �.__:....�'_... . ' �'� `� ��'�~�'i .� ',������!l���. vr�1�;���� M ��r,��=� ��'� �� � �. . .�`� � � 1�`f���`�i�������������,� ����� � : N��/� �j ���.�Y� r..�v�..��t�t�� i���T� , t . 'l"',.t' �` � . t . .. . � � � .•y' � ,,, � �i..`r i � • ; " . , ' � . • I Y' � yy+,;.?%.+ ,� t .r�.+.��,,,�� Y • .. ' � � �� 1{ � f"' 4� :� 4� t � .� * . . . 3� .,---"."� t . �,�}.#, .�''1�:i� �+�i� �l ��` �f ��� ''-�•�.-� � �;�. ' f� �''+j�` �� �'k'�` . . \,.� - :�? .� . • -� . •'��^.��i'�}�.�.�'+G7���i�'�r""�'�'."� . �� . ��t�'r� :�,�:�,. � � . � �: ���.� �f�� -�,.- , � � �� � } 1 � . • t �•• yZy� ••� � � ,M^�`�'1M�! { . • . , . . . _ �'-'` � ' � �``'� � �..1 �. .- . � . . . � ��k��{�1�i� ���'#"E` � . � ._. �. ..,.__ ���_ ,�,,..'-''r . � . . `r..,, .... 1• . � ...�._� . � � • �� � �� � . � .^ ��y� � ... I ii: � ~� y! "'t . . : � • • � � .. -��= �.�:�� �.±�:��: . , . . ���::�:��.. _����� . , ' �.� ,� . . '�1.���,,. . , . . . . "�'� .,��� , s�*xli���' • ';;� • ffM+... � �' . . • Y�. � . . . . . � � �. � , � �' . ' . , ' '� � ' .. . ... � ,. � .Y�iY�f�+ . .� . �.:f:: s 'j#�; •� I'`� j(,� :{'' ``"� , . ' .��yy ' . � � • � . `~"w�•' . , � � (t. `t ��,� � ; t' •si . J� �wd,��1 F Y• � ♦ � . � � . . . � . . � . . , . 14• . r . . , . . . . . � 1 Efif � '�. 4: ` � . . . y .. � .. � ............,. «—..... �•..,,........`..» . . . ' . .. . . � � � w �� �L...i; y _ .�#t , 5 . �r���%�� . . . . �1 � � � � . . . " .. . � � . � � - . . " � � � � , � _. • _ r�,�'� . , � .t^�'�'��► � :"'� ,,,•� . �C � ��i �.! � . � . , . . '� � . C!x ��'���s� � � ,�,~��p�'�*���.�' .�-y�' . . ; . ; � :��t:�:�.� ��, �'..�. �' .. � � ' . � . , � . ^ . . �t - � . � `� ..-��� �=�;��;�!`J����'�`�,..r� i�^�,��, ,.�--�---~-.- � � . . . -�� .�:};;;� �,. , �� . . �;` j� �.=. ��� : . � . � f ` � . • �• � � . ��} '''�� �� ���: . .�-,,�;�."'i`�' ���.,- . . : : ..._.._.._.. .� . . . � . I�` .i}��''�'1`�. ,}.:� � . • . , . �,�' � . �!� . . . .. �G+'�'- """-..__....._ � � � .: t. .""'�,, . . , . . . � . � . . . . . � ' . i'ri+' �?'+�^� r , ����"�"`"�'"' . `�� • ' • . ' � • . � � ' • . ' �-+ � � � . � . . � ., _ . � _. . . . _ - . : , . ' � � r- � � � . � �,, ra�p�"' . . . . . . . � : . , cr.� c� . . . . ��: ����€,;��. ' � . _....�.. , �..,......,...... .............w....�.w... ..___._ �.. . .__-___.._ . __... . . a � . . ��. � ,:;�y��� -- � . . . . . . . . , . ; � . " �i . .. � �, , :. ... . . . .: .. : . . . . . . �l�:v,�:. �t.��►�� ..�ia��lt � � ��s:��.`: ��►�� � � � � � ;' ��*J� ^ . �� � � � �`�`�""���i��M �:.�:��.�: :� :. . t . � ......,,,�.:��,.�.�;�,. ..'����'`f���-� �.�- ��'t''�`�+���� � �'..`�� �.,�a�.�+�� �t��.��*�.�� , � � : . � � ����: �`.r����1'1.���1�� � � � � ` . � � . � ; �':��;: .� �NI�� �j` . . . � � � � . . . . . � . . . . . . � . . . . . . G�`(v�'��C:d�. �� . . , . . . . . � � � . � � � � � � � � . !�2,... � . : . .. G,�► �'�'°+.�'���.� . �..� '}.::��.� �".�,"�. �,'�''� �� � . . � . . . .`: i . . .. � ���� ����1� . . �-=...,..�;��i��''3:�..::�"i''.:� i�..�:'�"'�►:..3;-:1� � �� : � � . . � . . .�..: . . � : �. . . . . ���:�....�i�'�'�:�:�i���►�~�.�',� �� �`{P�� r�.v� . � , � . . � . : .. . .. .., :.�. . ..�� � - .. � . � . � � . . . � ...�_.,;�� . . . � � �� �� .� ��� ���.� �����.:�.�� .����. . . _�� �� �'� .� . � � � � �i��' ��-��� �� . �""'� � . ; i,''1Pk"j'�.i'1" F��i,.�� �=�r �i t„ ' ' � ' _ � , � ' ' � � � � ��.....,.....—....,,,,,,,,,.� M � � . ' • . * � • � � . , . . • . . . . . . . . . . . . C�� �'��i�`�. .-�..'"_"�' i�`�,� ��. . . �"' , � ',�'�' . . . � � I .. . . _ �.�..�.��i�'� � .,� �:�:� �. �����:t����. . . . . . . � ��.l��s.�--��� �r � � . . . . .. .. . . . . . . , . ���.�� � �.����i�t'��� . c� : .� . . �''�. � �f �,' � I�� = ��" �� - . , �� . : � , . �.� . � � � . . .. � � . � . . . . . . � . ���� . � . . *� � � �r � � . , . 1 � � . . F . � -s-�-�- • ' . ° . . � • . . . . . . . � . . � . _ . . . • • . . `� �� ; � ,�....-•►"�5� � y./�.1�►�,�' �"�' � �n . . . �� . . � . ,,�� � � � . � � .. ' �''� � � .�`��" � � • � -- . . � � � �! � . �� � . � .� .,�r" . , . � . _ . --�,� . . . �j ;:� �� '� ; �: y� , ►�».�,,� . . i (I . M�"". ct`3~J '� �I � �� �.' . � � • ' � . � . . � �, . . ` . .� : . . � . t � � � ._:_..� �,._....._....�... . . . . . ' y�., ��'`1�� �'�n�'�'�IM .� � .: � � . . . - . � �. , . � � . . �: � t; _ '�`�..��:� . . .. . . . � .� . . ����.���-t�� � ►. ` vr ' 1 ���t l�+-i�.�- � . . l� ��'�=�� � �.� . ; �, � . � . . � � ' i; ` � .� � , . . � r .� , ` � iN��t�t'�Q � .. . . � . �,��"`�:�:��'�F����- .. � � . . •'� :����' �v�'�-�t � . : . �. . ��. �t�i.... p�� . .z��._�� ��%�� . � . . ;. � �:�"�G�� � � ' � �t�c��� . . : � � �� �awN . ', "i,1��'�' . . �,°. >�;;�,`�j�,�;'t'�....�_ ��. v,/�.�» .��::� � . . . : . . . . _ , � �.�.. �j . � cH�c�c�a ;:.� � � . . ,�` y� .. . .. � . .. . .. . . . . . . .: . .� . . � � � . !�'',! . �'";.'.r�'� , t ��i�� F�'' ��•- . .. . �.. . .. .. . � . �- � oATE �, . . . . 2�'� ��-�' t�c� � �� . � '� � ����� * �i�'+��� � � .'�" � �,�-��..'�+i��� � ��.'. �r'�''`� ."�t;ji� �%G� 1t� � � . . � , � . '�CA�E . .. . �%" 1��;�. . � � •��� . ' ' � � '"� � ::'r-� � ��� . • -• - • � � � ... __...:..�......�;,�..�.. . , � ������� ;aoa� �vo. -� � �� ������ �'? ��� �� -- ;_ . _� . � �. SME�r ' ._ . �. : . . t.. , t � 6 b� - . . . . . . � ��� � �� � � . � . � � ����� ��� � � � � . � �E����� �.��:., Cl� �. �'�'�.�� ������-. ....� �_ . �:.. �� .�:.::��...�� �-. . � . � ��'� = I �.- �" � � � . p. OF SH�ET5 _�►__v.____..:.�w�. ! i� ` . _ � �i�—� ,,��..i�`, `v*���.�.» �',��- .___�..�.��._.__..._..�....__��...�..w .��..__�.._M_.__.. .�_..�.. _. _..._ ..,_�..�.___._.._.....__.__�......_�__..__�..�_...:...�..._..______V__.�.�.:�.._ � ..._:_ _. . _ .__.�.....�._. _.. _.�.._ � . � ��'� �'��z�' �'�� �� ���`�'�.�.. _.w.. .,�,:._.___. . �- ; ; , ; i i � i � .. . . . . ' . � . i .__._,�1'�.��:�. �.._...�'� �� � ...� ��'�� _w...�.._..._._.___........_..�.a:.a �`�" - !'_�`�_____. ...�...�.�___..._._: ' ���� ��-'� t �" t�'��'�� �(� '�'�����-i. ',�""'�" �� R c.;� �`; �'�' r'X� ��.? �=-:-t�'j",��.���; „'"-��. � � i ..., . ;t' t � �:, �,:.� � .��,.�" _ ���,, �� � _�., ; � ��� � � � �� � � � x� a.x � ''4 � ��; ` t��°�����-. `���,�, M � _ �� ' �s�- � . , {� � "�:;���, �r���,.� �� a � � � _� � �b � N v.��� �w A �. ��� ���1�� _ �� � �'.�g,���,�e�' �.,—��� -. w�,w�.:u:_,�.��.� � .� :,:. .� � � :A �.. � �� �� .� ��� , �� � �� ,�� � . I41 W \ � � � � � � � � � '� Irl � � � � V � � � � � � �. . � � � •� r� fii i�'"' i"� � ���� CHEGKECI GA'TE � � ��' �� �j�.�: ��_ ���'� ,�Qi� Na. �� � � SNEET CIF BNE�`PS il �� � �� �'� �.l���=���'� ��i� ���fi �,�...�. :��� . ���`��.- ��� ��� � � �������� �,,# � '"', I �!' �:.+ �'��. �.. +� ��/ � . . �,,`r' '1k���``�''�� ����s'� '���'�'!'i �T't ���� °� �t tl t� �`�". �I� �'� �'�'.i� �?'� �,�� � ���-�.. �j t� xt �� : . ,���''�'��' :�'. . . #�• �}' , �'iJ r � � Y �� � ��� w 'a., . K.. � a . � 4 . . . � . . � .. . . . , . _. G',...... .rf'" � ..�� � * I ,-',�j � f _w .....� r,�,.� � _..,�'' ��,....,� ��t ,,,,,,,�� � ,� � . ! .; � � l � . . .� . . � � , . . . � ' . rsI' '� �'r �t �5 ��� ' j, . . . . ' � . . � . . ' . �` � 3% ?� '� .� ���� . �' � 1� �+;1�'�„"�' f��"�� '�` �" , . . . . . � ! � 1{ i � . . iA �.-I' ��'�}`��,� �"'" .. . . . . ' �' s �� ������� , �,;: � ��-�_ ��� � , . . . ,. �. . .. �1 .�:y,. , �_ � � � _ _ -.�.� �ti_..� . �� .,� �..� � �.�..��:: .. , � �� � . -�.,� . . . -- ----- , , . .� , � _ _�"""'" ._._ �....r }__ � - ;..` ..,.._....! ^ ..:_.,... . . � . a. . ;. � ,a._ e.,.. � . . . t ' ' . . . . . i �. �_ ..... ..„,� .. . , »....... ..—..,.,,. _.... � . . .... . . � .�._. __. _.__ ... .�. - � (� � �.'`�'�;��;...:..�'��#iJ .�,'`��"`� � "'���'`� � �a � .� �",� �� �� ��"� � . _, _ : . . �: �� � � � . �� � � � . ..�' ��� � .: �� � ��,� �' ,� �''r'' : . ,� - � - ,� � � � � � . --- -- . . � � : ..������"�:�:�:� �..�� � �,���: �����:. ��'�� ...� ���� � A � ` � ` t t . . . � � , . . �+�M�I��%/�i�I' I '.1 � � ' .. . . .. . .. . .. . . �. , ..._ . . . • ' . . ....... • . ' . � . `` l t t, � .���...�_ ,1 � L . � �' 1 k � � t � . . � . . . ;��.�..�.,�.r - � ���� . .�"� ��3"'��.'.d.'�► tt '+ . . . ,, t ��� ��:'.�= ��. �"�� �f,�� . '� � . ,. . . �� � �'�"� � �" .. � �1��� �► : � �,� . � . � #��;"�( �'#�� . ��.. '"�"'`��'� � :.�� ���i�:: . �`�°`��=:�����i �., . ��,:.'�`!���.. , . .-- : . -� . y,. ,�.� -�.� . � ;�.s._ � �s � . � ��t�- , � � , ��,--x �---�., : Ef �� _ ' ...... ' � � ��.�! �r �.• � .�'�'�=���:,._��.� .-�'���� 'I�1��:- --�-�' ' ..�,;�.p ,.,....�._ �l�.i.:. �� . . j ,�""' �`" ,,...,.. .,� • ,�1 1 1 iI � � ��, ,�,,��� � : .��.-.�`�' �;,����;� ��`�" � =� � -� �: _ . . . . _ _ �°�'�i�'r� �� -�'�"`� � - ��� �` `^..�....:. < ��� '� � �°�'��`;r...,.. �I __...__ _ _..._._...._..�.., ..... �.°�-., �.'"..t .., , ; �# .. . _... ......�,.« .,�... ._,. ���,� � .. _...,._....__�....�.r._..,�..,...� __-__..._.�..,.__.�..�.., -�` ��� �..i.•�`�' j�,A+�*��" 4�: "�� - , . . � . � . . .. � . ��. ��� . I �'�►�'"i .. � .. , �' - � `(y''`{ �s1 C��' ���1'` . . , ,. -�;�:�::: � �:��t` 'i"� f � ��.��-~ � �j , ...>> ��,; �r��} yy . .. . . . . � : /� f �}�' +� , n. � ..� t � �y�,�� �`� ,..... , . ! +I�"�����J� . � .' ,,,y,..rr^''�_•, ,'y„f.A/M"'.Y L4"�Y:��� . .. ;... . . r � � ��r - !�i,�� . �<"� ��M�1"#"'a.' 'wtx6.�}�*"* �j� y- `: r�}�� 'w". ����r" � . ��.,,�.,� �f'"' ..,.�r,,.,.,,.,„ j�,(�,� ',.r i�� � �j � 1 Y^` - ����� �e..t � � l, � `"" °°.�„�, -...n�,..�,<"" - � , � �.'� .. �._... � ��i�'�'"�� �'F'� "�' ;.�,... i�'`l�'.#' � ������ �µ.,-,, '-r. �' : . . ... .. ...... .. . ... • _ . . , . ' . . ` . . . �• � ^ ,'`.;=......, � . _ ' .. . �- � �"��l�.: . - "'y ��'��� r.,�.� .�� �2������� . . � �} � �� �7` �.�1� : � . . � . : � . . . ��.-U�:. �. :��:��"'����''�-� � � 1��� �� � � ...:�. ,� ...�w��,� ��'�"��-'�'� ���"�`���+. � �..�...,.... ,, . . . � .�:�..... ry"`^-�...�..� �;" . '�!!�. ,,.�'�",�'9.i+: !�"�'� . : . r � '"� � � ��� i . '�'`�.,_ � . , ' �'�` i 1 i��::�� �,.���."'�' �!�►� , . ,� �. ' . . � �� �� w!, �r�� v� � �'` � ° � �.�� ` �; � , � ,� ,�. # �,, ����a'�'� .��;���; �#�'�. . � i��r�+ . � 1 �► j ,� �.f .,�p, . . , �"'..w . , . '�` ��"� .��. "'�'�'��' �%�"'�I �. "'� ,�! . ��# � � �� �t��.i����. �. �., �a� � ���,.:,�#��1'��'' �,��� ��� � ����� � :.�,�,��� . � - � �� . � �� . ���+ . . ...�.�,..... _. �.. . � �_._,__��.___� `� �� .��+"�""'� . . � ' � ���� � `"�� � �A��`� �fl�� , � `�� � � v� u� ��� s . 4. �, � �� � ���������� 3� � �� �;� � . , �' � � � , � � j (� 0 � =� � �� ���� ��� ��.���� ��� � ,� a. � ����� i-a u '� I. .jw i�rt � V./ � "� � �� �� � �, �� � � � � � � � . �► � � h `C r%�` � � �' � o � ;�� i� � � , , ,� � �� � I� � ��� ������a C?ATE � �t� �� sca�.� JClB Nt?. �? t� SHEET � � 0� SNEE'fS 'f , � �*'''� �'`�{ �y�C�. �� ������ �-..-. I � �� , � �_ ���� ��� "�� ^ �s �.� �_�4. $_.. . ��� �- � .� .- �� �� �����°�'� �� "�" "� z . ,.. ��������� £������:: �-� � ; � ,�;, � ��r ������ i�b'�� �� �� /{r� �}� �_ �: ��,.:. .�, ,_�� ,,� ��.��, � � �,. � �; :��,,����� � a�_� �.�.. �!- � � k-1.�.�� �"�I �� �'�� -� �� � ���� �� � � �. ���.�: �������:� . ��� �.� � � _ . . � _� �� ; �M„ � ���� �i��� � U . c11 � ..,,, «� i.�� � � . . i.i N � � � � . G� t-� "�' � � � U � � � � CS� � � M ' � � . � I�. ��' �..� r '� r—.� �� I tct ,,� r„a• 4? i� I'� � � C , 4 �. � ��� � `� � �� � � �� � �i � �" CHECKED 1 � `��� �` � � �� scA�� �j �� � � �� ��� a. ���� �w�� � OF `�'''� � 8N�E7'S � ,i, LI+G�ITING NUTES . - I: These drawinngs are t� show locatic�ns of iightiz��, fixtures in a gezieral marnner. Fieid a ve�rify with C?wn�r exact 14cations, light fixtures that are.ta remain and new light fixtures. 2. Provide additzonai c�utlets as required by cade or as needed foa� applianc�s or equipment. Check with appiianr,e az�dlor equipmez�t specifications for pro�er outlet . location. V�rify wit�. Uwn�r all c�utlet lacations, boti� exist�ng +�utlets to remain and �.ew outiets. 3. �eplace all existi�ag 1'zglat switches with new 17ecoara racker style switehes, Veriiy . with Qwner r�vhich lights are to have dimmer switches. 4. 'Verify with the C?wner a�l. light fixture seleaticans axitt speci�cations. 5. Clt�set lights an� Lat�ndzy Closet lights axe ta b� mounted a6ove the door inside the atoset as shown �n ii�.ting plan. Walk-in ci�asets and Pa►�:trY to receive a ceil'zzxg, surface mounted flursrescent lxg�t fix�.ire as shown an the l�ghting plan, • � 6. Bedroorns are to have half-switched d�plex c�utlets. '7. A.�l fluarescen� 1'zghts ta �ave waxm color tamps. ` , . am : 8. F'�1Lights at Batlarac�rns are to have l sone or quieter fans, _ 9. Can liglit sizes are ind'zcated on plans as 4" or 6". � � � � ,�_�. � r_. ,�.;, � � , ,_n-:� ,� b��'�,r�r,��:,. ��� �.� ��- ��c� �.�- � .� {�-4---'-----�-..� ��`�'�:.��� �'� ��'.. _ . . � ,.w...__.__.�--- �� �� ���� ��� : , } �� � ���� � #��� �'' ,�t` ��� � � � ,�' `� �r `�. ���� 0 ._.._..._�...._...._..._._.._. �...., �" T" � + � � � � � _ �-.�. , �„�.I,� ��'� ������� < ..� , � '� ����'�� ���'% � ; -: �� ���`���` , � i i� � , � f � k} I 1 � � ' _ �L'� j �*� �� ..�...� � �.� �� ? 1 .�, �`, ✓` � � �' � .�.-..:�..��. ; --rw �.�.-, � ��" �'��'�, � �� ��,��tri�al � i�°bols � . s���� s���n , � � - ...__._. . . . . :� � � 'Tb�ree-Way Switch ��. Faur-Way �witch ��� Dirnmer Switch � � Smake .Alarm � 3unc�ion Bax / �arage Uoor �}pener � � Duple� J:2..eceptacle Qutlet �� I�uplex Receptacle t,�utlet Hatf Swi�ch .: _ � Recess Gan Fixture . . . -�- . Surf�ce lv.[ount�ci Light Fi�ture � i�-�- VVall i�ounted Li�ht Fixture � ,. �----------i Fluores�nt iight t ��---�---�-� 'Track Lightin� � � Phone Jack � Cable T.V. xack � ���:����-- �..��- -� ��'� �� .. ����.�: �������� ��� �.� �r � �. t� ��� ' � -c� ����� �u ,, r� .v'� _ .�, � g �� #;�} �� , ' Y ;i�� F�S &':,..� r�i �i��m�`C f....� Yl�,?� �nm a,.c F � E "� �`� �.e-�.0 ��2 � � �ri' :� *e�a ���� �. � L T_ � j' .�J�� � � � � f � �� �.� :���-�;.�� __w.�.. ,:�� ��� ��a � � -- � �.�v,�,����4...� .____� . . � � � ���� ���� .. � � a,� � � � �. � � �� �� � �� � .� � �� � � , « i i 0 � ., � .� �� i �; I . � �, �A � 0 o� � � a� � �" F� � r� � ' c~,� Q . �� �`���� � �Yi�'� � c��c�c�a I� � °��`��� %� ,fi sc�c,� �, '�- � �� �� ����� SHEET � OF "�Vv+E"t� SH�ETS � 4. � NOTE: REMOVE CONCRETE WALL—� DESIGN CRITERIA: Villa Cortina �ob #0801-07 BETWEEN {E) OPENING &(N) Roof Live Lood (Snow) ------------------------------- 80/100 psf OPENING. SUPPORT (E) CONCRETE Roaf Dead Lopd ----------------------------------- 15 psf HEADER W/(N) COL. AS SHOWN Floor Live �oad ------------------------------------ 40 psf ON 1�S3, TYP.. F1oor Dead Lopd ----------------------------------- 15 psf - — — — — — — — — — — — — — — Wind (3 Second �ust) -------------------------------- 90 mph (Exp. B) — — — — — �-------- --- =---.__. Seismic Design Category ------------------------------- EXEMPT* /` � IBC Edition --------------------------------------- 2003 � / ^ � � *Note: The existing structure is exempt from seismic design requirements per IBC sec. 1614.1.1; The � // � � ' addition to the existing struc#ure does not increase the seismic forces by more than 5%, or decrease � l� the seismic resistance by more than 5�. RESIDENTIA� LIGHT GAUGE STEEL FRAMING: I\` a. Metal studs and joists shall be of the type, size, gauge and spacing indicated on the __ � �� drawings, with minimum section properties as specified. �( b. Gontractor shall provide bridging and blacking as required for stobility and stiffness of the �� final wall or floor/roaf assembly. � c. Structural studs and joists shall be caated with red zinc oxide paint, ar shall be galvanized. ' d. All field-welded joints or ground areas shall be touched up with a similar rust-inhibitive material � N4TE: FIELD VERIFY BM. �OCATlQN DURING DEMO�ITION. [(E} PLUMBING/MEGHANICAL TO DETERMINE FINAL BM. LQCATION] �`O, S, �--f 1�V 6 x 20 � L e. Top and bottom plates shall be 18-gauge steel or thicker. Track sections placed on concrete �( walis or slabs shall hove a maisture barrier and seaier between concrete and steel, and haue a � leveling bed of f" minimum non-shrink, non-metallic type grout beneath. Grout shall have a � � minimum compressiue strength of 2500 psi. � f. Except as noted otherwise, minimum attachment shall be provided as specified in the � � "Residential Steel Frame Fastening Schedule" on the drawings. � g. Framing Notes; ( 1. Exterior Walis: � � � ,�`° ,��° ,�`° Dc�'�+'� Dc�'�+^� D(�'�+^� �� �� �� � W6x15 �' __ —..��----- ----- ____--�—�� I� 1 S3 NO ADDITIONAL REINF4RCING REQUIRED FOR NEW OPENING. a d' I�� � 362S162-43 STUDS `- C� 16" O.C. i j � i (2}-600S�62-68 BOX BM. ,;I � NEADER, TYP. � � � � � � �—r�� • —�- � �— � • • r— —r� • �--- , • -- �-- � � �— A, All exterior walls are 1 5%8" x 5 1 f2" x 18°gauge studs � 24" o.c. Cap with one 1 I � r'i ( — — — � I 1/4 x 5 1/2' x 18-gauge track section installed to provide overlapping at corners � 1 x and at intersections with other partitions. If overlap is not possible, strap tap piates � I S4 N (( with metal s#rap ties (Simpson ST292 or equivalent), B. Gable-end walis shall be ballnon-framed to the bottom of rafters. C. Flaor or roaf framing members must be aligned to bear directly on the studs beneath. D. Provide 7/i6" thick Versaroc panels by U.S. Architectural products Inc. or approved equivalent, at exterior face of exterior walls. Biock all horizontal joints. E. Provide (2) 1 5 f 8" x 9 1 j4" x 18-gauge headers over all door and windaw openings unless atherwise indicated. 2. Interiar Load-Bearing Walls: A, lnterior load-bearing walis are 1 3f8" x 3 5f8" x 18-gauge studs (per plan) at 16" a.c. with 1 j2" gypsum wallbaard bath sides uniess noted atherwise, Cap with one 1 1/4" x 3 5j8" x 18-gauge track sectian installed to provide overlapping at corners and at intersections with other partitians. if overlc�p is not possible, strap top plates with metal strap ties (Simpson ST292 or equivalent). B. Floor or raof framing members must be aligned to bear directfy an the studs beneath. C. Provide (2) 1 5 j8" x 7 1 f 4" x 18-gauge headers over all openings in walis unless noted otherwise. D. At beam bearing lacations in stud walis, provida multiple-stud posts equal to width af bearin9 member unless noted otherwise. 3. FEoor Canstruction: A. Provide 3f4" th�ck Fortacrete panels by USG or approued equivalent. Glue and screw pane ls to a l l suppor ts. Ins ta i l s hsa t hing wi t h long dirnension perpen dicu lar to jois ts and end jaints staggered. B. Provide bridging between floor joists according to Ehe following schedule. Bridging material sholl match the floor joist material. SPAN �LU�1�.E�QF Row� a� eR�Qr�Nc Up to 15' 1 row at mid-span G. Provide a double jaist below non-bepring partitions that are parallei to the joists. �. P,00f Construction: A. f�rouide �/8" thick Versaroc panels by USG ar appraved equivolent. Install sheathing with long dimension perpendicular ta rafters or trusses and end jaints staggered. B. Provide wind jseismic �ancnor at supports far all raof joists and rafters. - C. Provide solid blocking ard/ar web stiffeners between roof rafters, trusses and lookouts at all �aeoring lacations. Blocking ma#eria� shall match raft�r, truss chord, or lookout material. STRUCTURAL �TEEL: a. Structural steel shal! be detailed, fabricated and erected in accordance with the most current editions of A15C Snecifications and Code of Standard Practice. b. Structural steel W shapes shali be ASfiM A992. c. All boits used in steel framing shali conform to ASTM Specificotion A325. Ancnor bolts and bolts used in timb�r cnnnections may be ASTM A307. Boit siz�s shall be 3/4" diameter unless noted otherwise. d. Typical framed beam eonnections shall consist af poirs of 1 j4" angles using the maximum number of bofts caHed #cr in Tabie !I-A of the �ISC t�tanual (ASD Ninth Edition). e, Expansion bolts shail be wedge type "Hilt+'� ar "Raw1" or "Simpson", or approved equivalent with the following minimum embedments: 3/4" diameter ---- 4" f. A11 welding shall be done by an AWS qualified welder. g. Delay painting within 3" of fieid weids until welds are completed. GENERAL REQUiREMFNTS: a. Structural erection and bracing: The structural drawings illustrate the completed structure vrith ali elements in their final positions, properly supparted and braced. The contractor, in the praper sequence, shall pravide shoring and bracing as may be requir�d during construction to achieve the final completed structure. Cantact structural engi�eer for consultation (not in cantract) as required. b. Existing s#ructures: Cantractor shaCl be responsible for verifying dimensions, elevations, frpming, foundation and anythir�g else that may affect the work shown on the drawings. Underpinning, shoring and bracing af existing structures shall be the responsibility of the contractor. a Dimensians: Check aN dimensions against architectural drawings prior ta canstruction. Da not scale drawings. d. Construction practices: General contractor is responsible for means, metnods, tec�niques, sequences and pracedures for consiruction af this projeci. Notify structural engineer of omissions or confiicts between the working drawings and existing conditions. Coordinats requirements for mechanical/electrical/plumbing penetratians through structural elements with struct�.arpl engineer. Jobsite safeiy is the sole responsibility of the contractor. Ali methads used for cor�struction shall be in accordance wittt the latest editions of the IBCfIRC. e. Details not specifically shown on the drawings snall be constructed in a manner similar to the details that are shawn far like con�itions. These items shail be brought ta the attentian of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installatian. f. It is the respansi6ility of the contractor to contact the structural engineer at the apprapriate time to perform site observation visits. Observation visits to the jobsite by the engineer are for determination of general conform�nce with the constructian documents and shall n�t be canstrued as inspection. g. Though every effort is made to provide a camplete and ciear set of construction documents, discrepancies or amissions may occur. Release of these drawings an#icipates coaperation and continued communication between the contractar, architect and engineer to pravide the best passible structure. These drawings have besn prepared for the use of a qualified contractor experienced in the canstruction techniques and systems depicted. i i i � } ( __e � � �1 � (� _------- -- ------------------Q� ii - Q r , YP. W 10 x 9{ 9' 11 1/} ( I � � II S2 — — _ � °- — — — -� � — -- -- -- -- — � � � C--- — — I m 6Q S1 2- 8 5Q ks � � r i i � � ar 12' 0 G. � � � (2 -6 OS1 2-6 [5 ks ] I � � iI c� � » ac. � 1 0' SH AT IN� I � I �' � I I N TE: DOU l.E OIS S T ( (2 -6 OS 62 6 BbX M. � I � B STI CH WEL ED PE � � � o TJ-- j � j L_— � � F CES TOG TH�R W 1" � ° 3 � J� � � �� � ` W LDS CJ 1„ OP B 4T. � �� cv S4 -' ��'�� ' � � � I � '�j{ 3 {�j _ J L . . . f — ' � ( � � � �� � TY� � � � � � i2 � � � 1 (� � f ` D TY . � � D YP. � ( J L J L � C-------i ------------ -- -- — ----- -------------- — ---� � � CQNT. 6QOT150-97 RIM JOIST 5 VERCFY (E} FRAMING W/ ENGINEER DURING CONT. 600T200-97 LEDGER, FASTEN W/ 1 f 4"f�x2 1 j4" TAPCON S`���Q • DEMO�.ITIOf�J SCREWS @ 16" O.C, & �3x3x3 j16 W/ 5 j8"�x5" EXP. ANCH's C�? 48" � O.C., TYP. P � (� � � Q � � I� t� � �� I �� � � � � � S C A L E : 1 /4„ _ � r _ � „ PLAN NOTES: 1. NEW INTERlOR �.l�HT-GAUGE STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2, FLOOR SHE�THING IS 3j4" FORTACRETE PAUELS �Y USG OR AP�RC}VED EQUIVALENT. 3. (XX?C'-XX") INDIGATES TQP OF STEE� BEAM ELEVATION. 4. "C}" 1NDIC�TES GONNEGTION TYPE - REF. S2 FOR SCHEDULE. 5. (E) REFERS TO EXISTiNG CONSTRUCTIQN (.._ . _ .. . _ } (�3} REFERS TQ NEW ( RESIDENTIAL STcEL FRAMt FASTENING SCHEDULE Floor joist end to cantinuous rim track {1)-#90 x 1/2" top & bottorrr flange VVall bo'ttom p�ate track to joist or blocking {perpendicular) {1)-#10 x 1-1 f4" through shsathing Walf bottom plate track to rim joist (paralle!) (1)-#10 x 1-1/4" C� 15" a.c. thraugh sheathing Stud to plate #rack {top and battam) (1)-#8 x 5 f 8" each stud filange Top plates, laps and intersections (2)-�8 x 5/8" each flange Box headers/beams per st�ndard detail Back-to-back hecders/beams {2) rows #10 x 5 f 8" C� 12" o.c, Roof raft�r or truss to wall top plate track Simpson S/H2.5 Sub-fascia track to rafter (1)-#1Q x 5/8" each rafter fiange Raof/tvall jfloor sneathing #10 x 1-1 /2" C� 6° along edges #10 x 1-1 /2" C� 12'� intermediate supports NOTES: 1. The screws in this schedule are self-drilling low profile nead screws. 2. This schedule indicates minimum fastening requirements. Where special conditians exist, use the specified fasteners indicated on the plans and details. ) •� NOTE: VERIFY ALL NEW OPENlNG DIMENSIONS IN CONCftETE WALLS W/ ARCHITECT EXISTING STRUCTURES; CO�TR�►CTOR SHALL f�E RESPQNSIBLE FOR VERIFYING DiMENSIONS, ELEVATiANS, FRAl�IN�, FOUNDA1iUt� AN4� AN�ITHlNG EL.�E THAT MAY AFFECT THE WORK SF��'N�+�! �� THE DRAWiNGS. UNDERPf�lNI�l�, � S�OORiNG AND BRACING QF EXISTING STRUCTURES SHA�L BE i�E RESPQt�SIBILIl'Y OF T�-�� C�NTRA��'OR. � ° =, ,� v_ � � ,, �.r �� . . .a a ,. � �� . ti �(._(�7. � � �, -� --- �� rv �, � ; � �l� �-�:.� . . .�. � ,, _ � �� , _ s '�,-r -� M � /° �. �� � � ��;`�3 � � � ,� ,Z N N 'a 3 °� o � Q o�� v � v rn rn � � Q Z r h � 3 N � rn rn � � � � � o Q � _ � � � � � � v c .� c � h t� � tj o �, `° °' � �t ro rn m � U O � 4�i rn m ,.� i -� *' � a � � u� a > � N � � � '� ' � � � ''d � � C� � � Q 0 � � � � � � � l.t'� Q) �"� � �� � . � � � � �� � � � �—�' C�2 desig�ed by MPS drawn by JDHJMWG checksd by TDH iss�ed PERMIT Q2,/21 /08 1 REViSED 3 �08 2 REVISED 4 4 f}$ REVISED 4 28 Q8 sheet t�i � •: ;ii! !I A�L �UMBER CONNEGTORS IN DIRECT CONTACT WITH PRESSURE—TREATED LUMBER SNALL HAVE A SIMPSON ZMAX OR HDG FINISH AND SHAL� SE ATTACHED WITH FASTENERS THAT ARE GALVANIZED PER ASTM Ai 53. CONTACT ENGINEER FQR ALTERNATE USE QF BARRIER MEMBRANES. � � C��7 d- \ � � CONNEGTIQN SCHEDULE QA L4x4x1 /4x0'-8 1 /2 Wj (2)-3/4"!� THRU—BOLTS !N STL. CHANNE� & (2)-3 j4"�x4" EXP. ANCH's IN GONCRETE WAL� � JL4x4x1 /4x0'-5 1/2 W/ (4)-3 f 4"� THRU—BOLTS �}C SIMPSON S/LBV2.56 H=6 Q SIMPSON L50 Q SIMPSQN SfN2.5 FD SIMPSON SfLBV5.50 H-6 ,� � ,, . . . , 3f16 0 0 EXTERIOR HEADERS— INDICATED THUS> SEE GENERAL NOTES. soas25a-s7 �ooKauzs C�7 24", TYP. �— --- — — --r � — — � � - — — �— � � " ! € I I „ i I � � I ( _ — — '. , � r I � . —, �-- --- — — --�— — � f. � ( ( ! ,; '1 � �� 1 � � I ` � --4-- -!-------;--l-- ------:-j--- � .� �_ � � � � �. �- _ � � �l. � � .� _ � � �� � � � � � _ � � � � � �I. � � _ � � � � � ' � � � � � _ _ � � # � � � � - � � � � � _ � I ' t i � � i . ! s . . : � I = ' � � -' i� � � I I ; ss � � ( _� ; 3! i 'I I � ( � t i � s � # „ '.� �� � � I i t ,i ; � � � � � � , #� � !I I � � I I ;k � ' � { ;, i ' '? I � I � � 1 . �} � I � S j ( . f I , , t � I � � � � ; � � � �) I i 's � ( ( , ;� � �� � �( I � I I ' I ; i! ; € 1 I I � I I � ; � � � � �1 � � I l � � I I �; I s �� t, €� � !I � rl I � � � � � �; i� �� i ; � � <, i , � � ; k� �, � ii � � S�. ;4 � ` = i � � ,� �� � �,�-�, � t � � � ; g ( � s� �� ; � � , � � � f� i� � � i � � � ,, I i i j-- —" -------�-- —' -----`-�----� � � ���� � � � , � — ��— — �� -- � --�-- � ---- —�-- ---- — � i �� ;: s� ,� � �1(— ;� �r �� r. �� �I � I 1 — �`� _� �=' !� ; ! II � �i� £,II sk i I :. ' � � � � � II � � �tl I11 ( ! ,� � � � 6QQT125-33 STftUCTURAL ; � � ; ; I � ; � i I i � I I ', _ � I SUB—FASCIA TO BE I I ' � CONTINUC7US WHERE lNDICATED, � � � � � � : 1 � � � , I i ; { � �I ' � I � ( � " � ( I TYP. � � �� � �; �� ,� ��i ��II ; � j � +� �'` I � , ( i I1 ;; ( j'I ?Ilf � ' ;i � j cuT (N} Ho��s i�v (�) �auB�E ; i , >,1 = � � _!_ �_ _ _ � �;� � � � — — — — � �- _� � TEES FOR SKYLIGHTS AS SHOWN. � ( �� � ; I ° ( I — —i� � � �� �! ; � � � _ _ ' � — — — — —' �— � (DQ NOT CUT THROUGN TEE LEG) i i � � � � ; _ ' _ _ ` � � k� , � I i ? I z _.� � � �' � 3 I � ��' ! I ( : ' I � ; ? � PR�VIDE BM. PKT. � ( 4„ ; ; ; � � ; ; , � I � ; 1 ' � ' � \ \ OR CQNTACT ENGR. MIN. ��: �„—__ 4�� � � I ; ; ( ; ; � � I ( i I I � . s i \ � � FOR CQNNECTION I I €I ,# ! �I ;I { �I �; � �; EQ TYP. C�7 RAFTER & ( i Y� , MlN.I MC W., i I I 4' I , ;� ( �' � � '' � � ; r '� I BAY WINDOW UNIT LOOKOUT BRG, i , � � � � ; � I j � � , ; � � BY OTHER'S ( I L°; '� 4 TYP. G ; � ; � � ,r� S4 k � � ( j �— — —�� � �— _. � �) � ' � � NOTE: ALIGN BEARWG WALLS h�. �`n ; { � ; t ' ( � � (; I � � � ; � � � °� � ( ' ` ; � I W $ x 10 OVER {E) TEE LEGS AS SNOWN. � � °'I I►��–� � ;� � I � ( � �` I �—�- o; ,� � - - - - , `. i --1—L — � � � �L ,_!— J � I ; j / �� ,, � � , � ; I i ` r�: '�; ' ' � V � � ` " ( � � I � � � i � ' ; � � /� CONTACT ENGR. TO FIELD * TO EDGE OF TEE WEB � { ' o°o` ;'`-% � ' � � ' I ` i t I , ' ' � ` ' ` � � VERIFY EXSTG. CONDITIONS _ � ! �, ; i � � ; � ; ; # { , l � I c� NEw �aY w���aw ( I ; c� , � ; � ' ; ; � ' ! ° _ � � DURING DEMO�(TION. _J �_ ' ' _� I��TE: VERIFY AL� NEW —�.__..�.__��� _�-- � �--� r-- ' �-----'�.��__��_—�—�._----!-�--�--�—�-----�� �� -�— OPENING QIMENSIQNS !N � � CONCRETE WAL�S Wf i� ARCHlTECT �' 1 f4" FITTED GUSS TYP. R EA. SIDE �/i s" —�� WALL R: 1 j4"x4"x0'-8 1 j2" W j(2)-3/4'f f�x4„ EXP. AN�H'S EA. SIDE 5HEATNfNG PER PLA�' � •� � • � . 1" RETURNS, Tl� � �,� ET e � I I a�c. R: T/2"x4"x BM. WIDTH+1 j4" Wf(1}-3/4"� THRU—BQ�T SCALE; 3/4•' — 1,_0" 99'-11 1 /4 ,{� T.4. STL.. Y W12x35 �`� i�X�� SCALE: 3f4" = 1'—Q" EXISTING STRUGTURES: CONTRACTaR SHAL� BE RESPONSIBLE FOR VERIFYING DIMENSIONS, ELEVATIONS, FRAMING, F4UNDATIQN AND ANYTNING ELSE THAT MAY AFFECT THE WORK SHaWN ON THE DRAWINGS. UNDERPINNING, SHORING AI�D BRACING QF EXISTING STRUCTURES SNALL BE TNE RESPONSIBILITY aF THE CQNTRACTOR. NO ADDITIONAL REINFORCING REQUIRED F�R NEW OPENINGS (ALIGN BETWEEN TEE—WEB, TYP.) N OR TH R O� F` ___�R A I�l1 I N G P L_A N SCALE: � �4" _�'-o" s � • .� r � � 1. EXTERIOR LIGHT GAUGE STUD BEARING WAL�S ARE INDICATED 4N PLAN THUS: 2. SfNGLE STUD TRIMMERS TNAT D4 NOT REQUIRE BLOCKING BELOW ARE INDfCATED: 1 3. ROC?F SHEATFiING IS 5/8" VERSAROC PANELS BY U.S. ARCHITECTURAL PRODUCTS OR APPROVED EQUIVALENT, 4. " Q" INDICATES CONNECTION TYPE — REF. S2 F4R SCHEDULE. 5. ALL NEW ROQF RAFTERS ARE; 600S25Q-97, TYPICA�, UNLESS NOTED OTNERWISE. 6. (E) REFERS TO EXISTING CQNSTRUCTION (- - -- - - - }, (N} REFERS TQ NEW ( ). # e. �d .��_ ., � �,�s �'o � ���,_� _ � �, � �� ; � � � �3��� �, ���,,����� � � � � . � � � � � , , � Q?� „ „wvw � � �.–u--�~= _� � j��°� � r.: ig (�`E''�`,:.��.�..4n��,�,�n � � � _ . _� - � ������ c rn .N � U � z .� c � � � �, z � d 'L � �, � �� z °' av �° .. � �� � � N � �-4 � � � � � � � � • • � ,• lf� C''� � � � � � � Q N � � O � � o � � Q I I O Z 3 N � rn rn � � � ,-, ,-. �v�i� a � h� M ~ �� � � � � � �, o��� U m .. �.. O J �h Q a > °..,.' U � .� Q � � � O C� '� o tll � � � . r..i � � � e designed by MPS drawn by JDH jM WG checked by �DH issued PERMIT 02 j21 /08 1 REVISED 3 4 08 2 REVISED 4 4 08 REVISED 4 28 08 shest �oe ogQ�—o� � � � NOTE: RAFTERS NOT SHQWN FOR CLARITY. FILL CAVITY UNDER— {2}-550S162-43 W/ NON—SHRINK GROUT. (2) SIDE R'�. � /�"x3"Xc�'-7 � /2» Wj (2)-1 f4"QSx1 3/4" TAPCON SCREWS EA. SIDE -� (E) DOUBLE TEE CAP R: 1 /2"x4 1 /2" - XQ'-4 1 f 2 __� r___ � � � � �� �� LJ ��«------------------ — � EDGE OF (�) PRECAST I WA�L PANEL I I ( CC1L. PER PLAN i I I I � �� v I i I l I I I l i i i f �________________ _____� (E) OPENlNG TO REMAIN 2)-5505162-43 C.P. (2)-550T925-33 W/ 1 j4"0x1 3/4" TAPCQN SGREWS Q 16" O.C. 12 � 3 (VERIFY W —��—.� ARCH.� •I \ w . 3x3x1 /4 aas� R: 1 /2'�x8„x0,_9'> yJI {4) 3 j4"f� THRU—BOLTS (N) W10x39 „�,T ,.,, ,.r.�.,,..,, �,.r.. ti 3/16 . � COLUM�IS PER PLAN sasE R: 1/2"x6"x0'—�0 W/ (2)-3/4"�ix5°' EXP. ANCH.'s 4N 1" MIN. SHIM & NON—�HRINK GR4UT EXISTING STRUC7URES: CONTRACTOR SHALL 8E RESPONSIBLE FOR VERlF1fiNG QIMENSIONS, ELEVATiONS, FRAMING, FOUNQA110N ANC? ANYINING ELSE THAT MAY AFFECT THE WnRK SHOWN t?N THE ORANANGS. UNt�RPINNING. SHORING AND BRAqNG OF EXISTING SIRUGTURES SHALL BE THE RESPONSI81U7Y OF THE CONTRACTOR. (N) OPENiNG (E) ROOF TEE's REGAST CONCRETE WALL ------------ —� � ' I cA� R: � � /2"xs"xa°—� o � W/ (1)-3/4"Q�xS" � EXP. ANCH. � NOTE: ALIGN COLUMN UNDER (N) � W12x30. DO NOT BEAR BM. ON f COLUMN, CONCRETE NEAD�R ABOVE � (E) OPENING MUST REMAIN iNTACT. � h� �,r- � (E} �PENING TO BE FILLED 1 { 1 1 I I I I t I I --------------� SCALE: N.T,S. �� _ � �. � � � n� k , s �,� e.��: � �� �� `� E{ � � �,�4 1 ��ttf � � _�.__ °�� � � �K s ��n �?� . �������� s � �! � ;,�' � U z � z � J � � z O U � � � � rn N w � v c a � c L � N c .� c v 0 L 3 ,� U � L � N � � ���� � � � Q N 3 � o ¢ � ° � � �� 3 N Q rn rn � � � o a (O t/i J u u r� � � � � `t CO rn m o a � m m �..-, O J h <C a: > °; ..�-� � N ,'� � � .� �� � � b � � c� � � � o C� ,� �—+ � ►.� �s ° � �u U c� � � � ���� . � •� �. � � � designed by �p� drawn by �1DH %M WG checked by TDH issued PERMIT 02/21 fQ8 1 REVISED 3 4 48 2 REVISEQ 4 4 a8 REVISED 4 28 08 sheet l� ' ° )) , 1 �_� •: ; i: i � 600T200-97 FA�TEN TO JOISTS - Wj #10 SCREWS TOP & BOT. FASTEN TO WALL W j 1 /4"�bx2 � j4" TAPCON SGREWS @ 16" O.C. (STAGGEftED), TYP. —�° �° _ � ____ .., T.O. SHEA7HING JC}ISTS PER PLAN CONT. L3x3x3 f 16 W% ' 5/8"4x5" EXP. ANCH.'s C� 48" O.C. (Tt7 BE INSTALLED AFTER JOISTS ARE ATTACHED TO LEDGER} (E� CONGRETE WA�� � SCALE: 3/4" = 1'-0" RAFTERS NOT SHOWN FOR CLARITY JOISTS NOT SHOWN FOR CLARITY 2)-800S200-97 [50 ksi] 300T125-33 EA. SIDE ,�10x5/8 SCREWS � 12" O.C,, TYP. SCALE. 3/4" = 1'-�" 600T150-97 TOP & BOT, --✓-�-v (2)-600S162-68 � �10x5 j8 C� 12" O,C., TYP. � � � i � 600S250-97 LOOKOUTS C� 24" O.C. (ALIGN OVER STUDS) , EQ• „ EQ• Q TYP • I �}D Q TYP, AFTERS PER PLAN I ( _„�,_ 99'-11 1 4 `�' T.O. STL, FASTEN BOX BM. TO WEB W/ #10 SELF QRILLING SCREWS C� 16" O.G.(STAGGERED) � . . . , 1 S4 Q ' SCALE: 3/4" = 1'-0" CONT. 600T125-33 STRUCTURAL SUB—FASCIA OT125-33 TRACK, T&B 550S15Q-43 STUUS C� 24" O.C., TYP. SCALE: 3/4" = 1'-0" 1 QQ�'-0 � T.O. SHEATHINGY ` JOISTS PER P�AN BOX BM. : (2)-8005162-43 w/ (2)350T100-33 (TOP & BOT.) ASSEMB�E BOX BM. (SIM. TO 3%S4) BEFORE FASTENING T� WEB OF' ST�. BM. �r :.. a � r � f �,; SC A LE 3 /4'3 � � � ��.=' �#4 �,}� �., . z �. � (��.�� � ��"� �� r�� �,,� � � ���,� ��� ���� ���`� �� t��� �� � -_ �:r --��:� �������.� � �- � A "� M���� . i; �'��� @s�.�a�Q f % �...i�"�a����''����'``�s �S� �� �� � a e �e � nts e � t�?�� �,# ��+ � � .�U �����}�*��+ � 3`j�rX�i4. �^'� i'4. `� � � (� '?��� �i �„ _ c � � � Q N � � 3 � O d � a p rn rn Z � � v I i C Q p Z M M vi ° � cv � rn rn z p1 ��� o d �'� ����� � �, � c � �rn z � � 9Y N W QI h � � � � � �L � � � 6� � � � O 4 rn rn � �a' t7 et rn W U1 n. � ..i ti. � N '� � � �� ' r..� � Q '.� � � c� � � o � Q,.� r-, �J �..� �s ° � c� � � �� � . � � � � h��� � M"'. `� C� � designed by �1PS drawn by ���jMW� checked by TDH issued PERMl7 02 f 21 l48 1 REVISED�4 08 2 REVISED 4 4 08 REVlSED 4 28 08 sheet ��\ �I� � � �: ;��i� i