Loading...
HomeMy WebLinkAbout030-430-00830'-'43-08 20-46-?9IB,PA,M .WHITAKER,-Larry Oroville Lont: Valley Drywall a (new., sf 030-43- 0-008 -99-0531 B,E 'PAI,NTER, Dena 1659 Leta'.Lane,�-Oroville 6ew 'aboVe- ground pool). Contr.,: 'P�rfeCti.on Pciols '6�6'_-4�jo_008` 4� 01-0437 P4" 659 OROVELL, E -0/ 030-430-008 , _�6-1165 WALKER, DON & DENA 1659 LETA LN, OROVILLE Cont: GALLAGHERS HEAT&AIR HVAC(REDUC) wait tell' OT.7 JOS A To 11 I.e.— ". . . . . � , - . Tl�.� �A , . .. -L . �11 ­ � . I . � 40; . . . . , . .. . . ,, ': , .. .1 . . " , ..,.; 'L . . . . " 1 r> Mi _�,, �, �. --el` 7 - � N, , .. .. . . ...". . . , . . . . r. � . � � - 4- . `%'! . 'I . . _:�l ; .. . . , - . .. 1 '5 . . 0-- ",_ . .; ; _ , � _:1. . - . , . . q . Z . . .. ... , "' - , �. . , `� - - v . . � ... . .. _;� - .. ,."... ��l ,.�:� � I. - . , ` �, " , . ... . r. '. . . a - y. , . ,� _ - �­. . . , - . . . � 4. . , :.. - . . . .. - 4 - � .. ..."., , . - - SO . . i . , " - : �' I . . . .� � � Z,; . . , .. , �.. .7. 1.4 :,� i . ..., .1 ; - . � :�:; '�;fi. .1,; . .1" , � . .... . .1 . r , ;:, , . -1 . , . " . ., ; .4� 7.1. " 3 - . I '�l , . . I . - "­�'I-. . : .. - d7' -o��r­-4,.­t� _ . - ,; ; -, , 'i. ., . ..... , I I " �' I I . _,"4'... . . - -, -11" ". . �k_ - - . - '. .� , , . . I I . . I . , . . . . . �. . , 6- . . . 1 w� . . .. . - - . f %. � . .� � ;O , . . , . - ..-'.- .. . :..�.��% �,�-� . V. .. ..�, , TWO so' 1 � �� ,� : . . .1.1.i. `.� .. '. , - '!,e -,� _ .,�� . � . ;_� ;� . - . - . . ­�l - - - I .. . �11' .. .. . . - I �:� * . ��� . 'w . " , , � . . '. . . A ��b . , L .. . I ,�.. .. ".... - z - .,� �!�-, :" �, .4 , �_ . p , , . . ... c . �_­-_ , l.'ro, ., ..-? - - � - I � 1�1 - . , Ae . . . . z . . .. . . . �� . � ,_._11� .. -..� - -,... . . . . . .�,i y . '. - 4��, ;.. . : _ . .. � " �. � . ... : :, ; .,., . . ..! _ '. �11_� i 2. � - _ . _%n - - - . V* , �'; : - .. - . 0 . T�Q, ,, - , . .* - ., ." .. , , , Z4�9 � I ... ,� ;;�� O i. --At�.`.'�,Z: . , � . � . - ., i ... .. . . . . , . if , .� � .., . . . .. I . . -. _� ll...'-, . . ', - .. I ,n ., 1...� �. , , \ . ,; . I f. . , ... . . �, 1�_ ,,,,,, '. � 1 . .. � ., . �,�,.,�,;...:..-. ��& k2i... " - "III . _ I., � k .. f . .... .. . . Tl-� . ... ­..._ '11", ,,o:c. , . " ."O.11 T,. , n � .-4.. .'4��.....�,.%.,.- . - �� -,�f�, ,., - - . . 1� I - ­ %��-..,.. , . .....2i... 1� ,I " - ­ .; . � . . '. . , *. - .. - � ...... - . , I , , NF: ii V -.,,�. - - � : . ; "w, , I MAQ A 4 07 1 . - A 1 - _� A 9 1041.,J'-'� .6.7.-T.�-� �'r:,f.'g- � �r; ,.Z. e- J,i... .�.. , :,4T: ­.Y, .��.:,,��- �'.:,�� .� �.-.".�, , : , .� .. . - . .. 'i � , , . � - ., , - I . . li: . �. ; �,� 6 . .� ..'� ., .. . � , . � . . , . - le iW , - - !; -. A i - 12 0 �, � , , . f . I . . . � �. ��' . . . _ I -- - I � . ��,-X - 7 Y� ,�., .;�--,T - ;� - - , �` , .9, . . , � �.. .. . . . .� ... A: ",.,, � ..,:, .., .-�.� . ....- - ��!:. '�:,"� 4'. - - I . . . I . ., I.: ,� , .... O '. , " , .� gi., 'i0ttl�p � 47. � 4�,. I , . . . " 5,.-.,;.,.,-�'..jq f� - . . W, - ,". , . . wash � .��- - . :i ".. 4% . �'.; - -­­_,� e .. � 1, "t .,��.' �. � : �,� i) � .. , I .�`�`;. I , : . � .:,! :;.. , " : ..... - 1--4'��­. . , I .��, �.' i. , , , 'i, ;4 _11�.� x, .. � . . . . , . .. . ., . . e�, :,�.F;,,' �_z!��, .. , ., IRS, . m..:._.'�O;�7 .. ­ ,711'.�9, �" I' - : � ­7�- " . _.. .. T .1 .. F. I , , . ., , ,., - 11", " - .. - a '... - ... I .?f.... - _Q:�. W ,, .�,,�"..,. .�.? ,.C�^:.,. - - .- OmY, - - 1. .. ,� r.... ... . . , , , , 7 ­ - � .:: . ... ". � i_ . ... 1, i l.? , ....lq,..l --� - ;f.".C.T; . , . ... - - - ..,;.. I . - " Ik,.!.. � -'. .l., , ; � I... , - No '. . .:�_.s:.. _�",:.�,,��,,�i:::":i. ..., V 07010-40 " �& �.. �' �l ,.!, . q '. . . " ; .... .. ., � I .:. . ...:' . I" �,:�,,�*,,...',.".,.�.-,��,lt.,,.,.,.�:.��. '... ! . . .. . .. . . . . . , '� , � '. I _,�....Z:Y._ "....".j !­��.Anl . 'US � 1. '. ". -.� .,. , . -.,:i �:,� . . : . . .. I .. , ., �: %; . ... , , � . . , - . . . .. I Fig .; .. . .. i . . . . . ., �.. I .:., .1 .. ,..;,. , j.Q"Qv"Q p , , i . , . .i ..­ .."ll -.14,1-.. .. .. ---., e. . . . "; �;"... ­ ..-. � .. ­ , - .: ..:,. "'..., ; . - " .", .., . �... Z, . s� .. . �.�, � , I ,11 ,�� . .: �:.: ... ; . . : .4 's,"p. �­4 :_A.��'.$ ::. .. . . - iw_,4��','� ,­., '.. . . - _ '" . . . . ... V4 � .,� �. , vi�_, . : . �; .,.� . ­ ., j. . -,Iz,--. � -_ i..."i.i. 1-1. if, �% . - e, , - - - -p . ,'.', '.." , " .Skl.:, ', I - ,4��,� . " , " �� ,...�_ ,��'L�jl'�. � .,4 - I ';* . . . .. �4, , �".-, ,!,4��, le... ... ". 1. , " , , - , - , - , �A - . 11'4'-!��?:.,c . :­:.� . . . . ,�, ?: �,c . - , , . . , , ,��., : , 'N -� �-., . �:I-.'., ... .., , .,..A. .... . j. '' 1� . . . . . ��,.::�. , �� . �, . ­�, . "� I . .. ,; . I.."... �'i . � , � , . . , . � . . .. .. ___,�- I ; , , AS tons ,- i rl;ll t - .... _�' . I '. . . . - . .1 --l-, '" K, ;. i �,. � ..,;""�.'�.-.',,�.-",-",�,��..,. !: ..! - , . '. . �� . . - : �;. � I , _., . !� 1. � .:. ", . � . . � . ��-�-__.'i7� "'. �.... . . .. L , .! �,:�!:� . . .. - ..., - . . � . - , '. '�­. 1. - .. - , :. . _ � ... . AN 1 W. . . - . . � ,­.� ,,p�%.d!� � �. .� . . . ...f, - ... . . ..Vl. - - A .4. .. � :Ell ��P ;j � �:,`-'k.' ,_�� � , �::, :�: . W .�,A .,% f,. -.� .. ,-. ... -.1 I .'tl.,3i..l' � -c.... , . , . :: : -­ .. . .� ..r AWS . . 1: Z r�', f.... s: . �. �%� .. .... - 1 ... , �. - .� I... . . s I.. .: ,q, A -1.1 . . .%... ... � 11 - . . . . . . 1 A W A WN a A , .: . 1 �4. , ,.; . :�. -.�. � ., . .� ,� .- -.'�-r � . . �.. -..l _. ­,..� 4 . - .�:�..: .. , . . --. ,�:..�,� ?_ . . � .. :� - . . . , .. �.? ... �, . . �. ,...� -.1. - . _._.- ." .. �,�,.; . 7 r., 1. . % in � .. , :, _ . ,..;.. I., ..."..:. . . �., I ,.: - O". - t . - ., ...­' :`1 . i�!. . . . . �. . ,,,�",f", '.. . � i .. . �','.,.' _�. P W ,_ I' - :,;: . -. , ;.. ,....:, . .., - Z. - 4%'. �� . t.:. � t ...." ..�. I I . , � ... .. - .. , . - . _��' . Q .. .... . .. .1 .. , , . . W,,, � 7 �i7 . . -_ - � � -1- --;�- - -.,- ,", N� ilz#, ,,:,. _�, :_ ,;-.. ,`..-,.'�."; ._.I..fl-,.!,�,� ,4 , , a � I I ... �%�_.. . , %.:�;:,�! - .� ; . . , " , ­­ "g. 1 .3.4 si - I.; ... ,� . ... .., . , .! . . , .. N. . - , . ;i , . I .. ::�.: ,� - r ." .,�.,,,,ri,,.,.� , . �. . . , � . . . ,..: j- . . -,.,.,�� ` " :: ;� - -� - - ...: � % " v. .4 ��l . _WW" _Q !� . �-� � � . � ,.,..�.., ... . � � ..,i. 1.�_.�_ m'., -.:..;,;. . -.:�, ., : . . . . �.,�. , , . . . ; 1- -.­ ... � I - -.,, e. I. �,&) Y..,Fl '�.. � .. % _... . , , , � . . . , . . ... :", ''. , . . . - . i ��. . - - WN .,:� ­. d ... , - . ". , nO ... . . .z:. �. " -�_ ,,, �,' ',:,..._7.____11.,l..,. . �. I. ­ . . - . . " ,'-;;� " �'4-- , "!�!.� ;..;.:;. r . . :.. � . : .. .. � :�.�.�l .. , . _ , - % _,�. . 4 z : ,'�4'�. . . .:� 1 .�.':. .: :" , - ­ '.. . .. .. , . _XT . . ..,. d. � _ O . I ,,..,:i;. - 1, � �- . _ .." . "I.- ,.,:. _.:i� '. - , __'. . . ....�.- - " � 1 6' . .". ., , I , '�: - .: .., , ��'. : . .... �, ,­ . .. , A - NO T z - - . . QW& alks a, , - � ".. ­'. ""i ., _ .. . � - . �: �_-, I . " ."'. ;V;,", li..:.I,��. i ­ '. '. , . 0 A:: -11 � � � ,,�� ,--_... 1 . - .. , '... .1 �,�,7:'­ " " �,N_, "' . , . , � , ... - -,ft "; " - � Y v ! ��; � - :­, ': ..� �� �l . 1.'.' .1. - � ,.�... ; , i . . . .:.. .... .. � I . , I . . . -I.- I - Q � ? � : :?,��-,.� ��,�.�: � '. . �_",�.__�.�- '.';'�.--�,. � .. , , . _.. F . . � , - . ­�. . - , - . ­.t..;.....,j....:, . " "... -_4 r . _ . - jWly �. " .... �'W � , ,_ ."� % .1 W" . � '� �; . : . �_04 : :. . . . - .� e -4` ,frvth,�', . . -, . - 1. 1� '..., .. . , - , .,'.i� ". :. ­�,.'�,;­`<�i­�. � '. C�"!, " "I A .1 .. . : �?. .. z , . . � ", it d"MY �v - . " . : . - j-.��: - - , � , . . ... .. . , , . - . ... ., . .."..: i.",,�lii W., j�"! . � , � I _. - .. C . . . �% � .. '. .", � I . . : .. . . .. . .. . . . ­ :�.�- .,�'. , - .. 1. . ,".,I ­ . ..- - :.. ,­. I �r.­ ,. . �' ... q.w�,. W� - 1. :-; k , * . I . . - : . . . ; . . . .. ,; "', �,:,.�,�-.-.�. . .'l�.l;...:::. . ..­ '. . ; � . . Ill ll'-,��".",..��"..� .% . "I'l- . �. � . .... . , , , " 7i , �:,;:.. � . . . . , ..� �' �;.`,:,��, ,,�., -,_ lt'� � ...,­­ ft . . . . , 5. �W . ...... - . I . - 1�:` .: ep .. .� ;. i�.QW�40_ _� Aw� I . *.It .. ,�. .1 _.; '_`�,,,,', `-,­�% - �. W . � . �,.: ...i.-..." _� ,_ � . , . . . I . : �� 7� . . � , 1 . . . c ..:� . , , , ", �'; "', :,� , M . � .� -1 A , .. ...... � . ; ".. . .�� :�� - . ': �.... .. - , :. ;, , " �1. i i ... , , . il, 1�11-' T. . . ', - 0 1 A .. ... . . , , ., - , -C, ­',.....��' ,_1 .1.1 ­., I�A .. ". I, . . ?"., .. . , . , . .. .4i" . , . ,� . 5, L-�,. - -, . ;. ... .. , 1 �, .� -.� 'z.' . ., - " ... �,. � - -, �. I . %. - �..:.. � . � _.. it . .. Y_ ,, 441 , .", - � . . . �� �." , ,� - . - .1.2 � . . .i . :;. : � _:� :, , , - . - . je� -. . '. . "' - . - : .. . : �;. ,!,. � i. - - � ��.. ., . �:%�'s n � . . ;,­� - - -v�,'..`_.- 1:-;� . ,% �. . I - � 141: . :.. . . --�� - i . . � �v ��.;,. . , , .1 ,,.� � . : . .:. .. � . � . . . _. . . . . !�,. 3 4il ,...�. . � .; .. 1. v .,.. .. , . F .1.1 '.�'.. .. .. . -, .:3V,' V - , - �.. �:, - . .. - . . . . . ,k_ u " . . _ . ..' . '. . . . �,, , 7 .11 . . - , .! . .. . , ; � . a _m. . ; : .... a �.: 7, a � Q it .. . O - I,--, .., . , , �l . . I . . . , is Iz, �',,�4` .. . . . , ..;. �. . . . . ­ , ..� . �. � .: ... . .. . . r : . , f.-�;&;,.X -'j 1 '!� �Ni . , I . �­ - - t'; '....; . I � . I - _ .- -,-j,.,r,,_,.,.... , :.�.. " . . _..... .. .. .,.,.- ,� . ; - - ... T �,._W.... .. - ­Aiy­ln - nyjg�.O, !% ,!,;,;. .i., , - 1 -�� �� 1" I'll , I �-"`. ...., - -. �. � .- , - �,.-:� � - . . � v OR- , . . ,; . . I �41:, i ;.:. " . . , 00.%.�%-uc. - � , �' I. ".... 4. ,_ .lN­;.k,.'.W..l-.�,.-:-,, ­ �g I . .. - r ., , J, . " . � ,:, . . . . , 1� ... I jl, . - , - I` , - .� :, . .':, ,.: . . .. . a . .. . , :f . .... , . . - . . �l 1. kv " �,'� iN , - �� . . . .; . . . . .. . ... 1: -,iv t �.. i�. , - _.- -­ �`T,1,0� 1 . , . . i.. Ir.,; . . .. . 1 . .. ,..,.:,i �i. .. '� ., Z" .. ;,-4, ,��:.,�,I�t.�,,.,�,���.,,�.'��;�ii4,!,�V�.�,��.:�:".,e"�,��'.-, �-.�t&-�Y.­'.q, " q, .". ,�!­ -, .- 'i -A., P - . � - � ; v '. .70 .� ,;_, , 14&� . - : . , _01010 -AS) � � � A '... ..'s. 1. . , � i;t - : -;,; - , -, ,_ .� .� "'.� .;., 1 � - � Q,:� ".. ""' &. .; ..,:-. 1 , . _-, � , 0 .. �­ 4,�' ::.. ?;.. . . . .. i �. - ­ , - , - - .; ...... . . . , .. , 1A --a !"N, n �" - , -, ,gl �,�­3,n,,� ".: 11R. I* F ., � - a . .. 0-,.. - ... i. . .; .. . , - llo - �_ .. - .. . - ,� ", - - - �j , - '. � rro " :. �.,. ... .� �.;.. -. � , ,�: . t...�,�,_ 1. ­,".:..�Jk ?%;,� "r " � . �,�:i:�,�. -... i.. . .,.,� .....:. ... t, ".� was ­� " '. � I Al I , .1'. , . Z - -, '' : - , .41' , g l -__..l.;, �%�- ; � .. . .r ... ., '' � ::,. ,!- . - , . AWANTS go", - ­­+.,� , , -r,;,i -­ _., r . ... . . 1, . . -,,,,%7 4. ,�', �,. ,��, - . .. . 0 �. 17.1�'. . -1 �' i-,� E, W. "r MS.; ,� -; : k - 11 I 11 ...... , .. .;��.:i ___- I , � ,*W� ""! flulk % Sw "A , ; .u�,,j%l i ... , .10 WATAXAM I ,�" W M - . , I...., .11 .. .... - . � t . . � , .1� A ;: 4 1. 4"� �.tF-1 .l..11.iR Y- - .­ egn pl. ... ,�­+, .. ..., , " j.".., � " .� "­ � , , - - ­ I - T.,j ., . , ,� , , " t-.,. 1q, S .. �. , �, ... . ..;.,. ...,*.. I D4,11.4 1, . il ��.­_..­. .�,. .. �; ,� �._ __ VD,�WW K I - �"­, e. _, . . , 1. ,,z 11 . , , ` "' -�" ; - - " � C -9, - - � g ... F - - ­-ial!�,,�,'.�� - :�.:-_'�,�,�i-.� 4;�'fl, ­­_ �'. M 1 ,�..�:' ,.��% - �. ., . . , 'i -1 - "' - - - , ;, , '�, -j '; , 4.1'. -- , - Q11pyl 1 zQ,QQ,,,, 211 , �., WMANSAW 1 4 d I ,0, �`�,`. ;. , J.._� i_'i-� � i..? ... I -;�� .. . - I N .. 1. -, ­v� ,_ . . __ �'. jj�,t­ . � , . '... .. 9���,­%i% ��i.w-..�r..�"r�.fi*7.,Z.".'�1.1�.,-.�'; , . ,-, In".i, " I., , .,. ". v . %... --la-, `4. ... 'fel - 'iy L, 4, .. VIi . ..: �;,.; . , - -;.,..�. - .. '. le. ,., ._­. ..­.V;.­]�� ,:%,v . ...... , 1� , ..'. - -. . -� ,!�� ."i'. ... �4 - " , ,XN; - " I -._�,.,:7.j,.%A7X'P. _�. ­.. - . , ` " `,­ ,,, - - i�:T- `-, - " .;.i , '. 4v. �fi,-. -,.: - !.��..;1117': -".,;� -, . . iA � - ,,;.. 'I i qz , V11 11 X. I . f%'� ; ;,-��;,'. . - � . � Q, ,�. i V , - . . � '. n, Wo"k - I , 11 - - � . . - . . __ ,_. . li.� .,,;,�;,.: . ` ,:: �.:, .� �.. ­�;;.- "'... -C - ., ,,"'9XA,'-`-`?� , m��J(� � i X �� , 'I- . , - , -1 1, .,-, ',,�,,:-V�_ i.:�:�.�.',iJ,1.,' � IN�, . . . -WA'J"'.. �- -4., , �,# "i �P_41" . . I O... % . 'r. V k , � 11", � � ­ - 'N'.. ..�. --.; �, t� ,F�. ��­ rAlp', " .,- . . �_ �.-�.�.l;;,.- Z�.,.i:� P . _�: ,-�--'.-k,�I��."-""��,�-I.",�, '. _05"N'W5.1 xmg. ` " � 5� " , , ;,_ A .. U, . '.... , - a....., , , ... � ., ,.i�q:;� v -A-- , , .. , ". 1-!, ... t.i_ k . . , ­­ , , AM VA;. � .,��, ,�;, 1-N, �,��' ._ �',2�"".,.;�L..�-".:.�..,,'�,�..'� , - - - _.. .�, . "�. " . . ­.: � % -NOW A � . , - . . . � .,;�'-i !:�%ag ­­,* , - .�., : � � , - , -.1 _ - . ..X;;".,� - ....'. . '. � ., - a ; , , 'I.. I..-.E�;,�..�,',.!,,.',.,"�-�".� , . - . " . _. , . . � � . . , '.�­­ . 1:1.1 ., , -14 �4 Am"..'- .. - - , " -9. mk . _% - vi , , - �. . , . I-, ,f.".�.11... 1,� Z . tv . � �r. 'l. . lk -,W.::!:�,� , . ,.! ...'c-, - ­ ­ "... - � - , _­ ­ '..... , . ... . . .." .6,u 1.1,4,4.�.;:,. �,'�., - 17'. 1 �? .Y., - ,o77� �;, -:.­�. - .i!.. 4 . �, ­­'�; .,­ �.. �0 - . I 'S , I ;...- I., . , -A , 'W_ ��._E; . . . , . �� li �... . O ? - - :. �% , '. �' �z �'. � , _,-_­.`t,!�- -:� ,,, ... . , 1;1­li - A. "14:11-1. .. .1- 11. ,., r.� � .. . � � I , � . 11 . . t -v. P-1 .�.�, � .,�� �!� "' , tv..,.-- , - 4 � - ­�. " , A" ;'lh�� !�W "­�..`.!e.!X.! ,� .., . i! m.�N."Ot_.­ - , g ,,.,�'i�. '.. - ,ix.��,le� I W, � , , - � .- .. ­', , '. I.."Y .. -.&L * .. ,.,';,' - '­-�' I iv ., _,_._­­ .- ��.!.,. � ,1F.4 -WS � .. I... " 1 -Tw'� 3't' A �;?. . , -, ,,­': �.; 1. V .. .- ... , W 'r . zk, a��!,. : i. . . .. . -i, `. -`-ll -,­­i�� -, *.,74Z 's � � k " ". U - .d. N­-�­ g� ". �.' ,.,*'.0 , F, .; . , - J-­_;,,�'� -, 14 �lp,d� - .." 0, ... . . � ��: - �p-.T.­ , " - - I I ,E�.' -'�,`�ikl � �l , 'Inf-0. � i , , - - , 1� ej 4, I �. I ". . t�t. ..... . . t'...''.." , , � ,�­ ­ ­ .. � &, . . - , -OW; - '.... -. 4�r'... 1.1V ;.­�'­.­ " j , '' - ­,- I.IiV -,,.,­i$,�-.i,vn,, .... , . � �'. -Tj �� .. , -- �-_ '. ,-,�. � -­ .'�;.4..','�:�:- - - ­­ , .1 ­, . � , - - �, , J.. � . , !�.t' ., - -,e..-.; j x �; ..-, . , .1 , .;!:.,. . - . , - , n -k -All , "., ., -- ...., . - . g .� . . '.., .1 .A.I. - -,- , ; !..'7,�_ ��- _., ��f:�,� .. ,,�'.,­,x ... .1 zel��411��-?�,,;� " �-;� . -. I... li. - ;­­ q�.� ;� . ��," ";. r -.9, . ,.J,,,A�.'&��.��;- v A�& -.;�,�,�;.� .'.-'!-.`.! t:;.. ��. �. .`;,�, " , W i:e4 i ;.r. . , - , ... .. , " -, .. � " .� ': . . �rxz�"An Q' -'..-.--..-T " . .. " . . . _ .... . . i. . ".. . f - i� . - " - lm-_ .1 C e. ­ - ........ - , , 7 ­ ­ " , - � ,; � I., - . . ... 'A , , , ? .. , ___ b..C. . - � . ig,;,p, .�i� - , - . p -,A( � -N-I..., ".0 ?;, " ;. .. ;r. '. 4 ...- ,;ir,; .;,-4&%,;�Z--.�,t,m.-.. , T " .... - - . , :` - .- , �'j.i - ., . - - N! � � * � % . ... . ll..­"?"­­'� --e.;,�- . . ,..V. , . 1. - t. .,-i... ---,l .1 � ­ , �, XVOVA�_ j. fi "W. . k.,� - - W, �. K . I_.. .", 4�;%es`t.P,17 '.l. I 4 ". ;� - ,i,�.'j",I-�.:t. �:,4�N.',-, .-* _Z I. -I. -I % - - 1. ;!"vi"'. . - - , .. _.. . . "".., -ffi.4e,�,:, - . . ..: - .. -; '.. . -1 - , . ._..4 " " , , , - ­i.,_l:.'; ", , , . �;..r 'I W ...... 1;1- ... . . , _... - 1" -,.�j .k. -R -W A; -���. - - j4-1, � = . - - , I X '�. - . "! .- ­ .;; - .." -, N- 1. �_.z ... 1�.E-,.t� . .; "� 11. - _,-All_ .N.I.,". I , ­ ", �____' -11 .. ­ - . ,_ . - k� - - � . , ­ .- . ". W. �T�R'.", " ..7.2- - I .�n� -, . �� _ ..q �,­ �vl . ..... , �1. .r 5 .� ,'..�'�.4 iU,� , 4 i .1 . ., .... ... _ -.* -% T, . :,��__':.'_- ., .4�,_� ', " ..t,,:,.r?�,�l , co, j`;'W E W .... W. v " '.... �v . d ... . . . - -1 ...3-P-7 - �,7 O., ai. ig T. W WQ�ANK W403q:1 qW. -, , "i '.. tl � .A!� �` r W9 -V , , ..,. " t, , I Z; .. . .. . I . �� .;... 1- . ­... . . , " , , ,�4�, ,, .1 , `1Z., I "' 4 ,,�,- - v I , . . � , I-, % ­_ . ':,%,, . - , , - & � to " v - ,, ;i�,..-.. - , si .f. , , n.,;. . O . .; , " ,,t�,�,7i ,.raq� " 1.7"', .; - " .., 1� - I4 41) , .� �� ll­­:`i� Nt - �0�­ ­.�, �� -.7... .. '.. ". , ,04'.!_ - . � . . i . - " %T��. - !;­";�-, lu"."�- ,Q.: lv.� ,,%�; `�,," � ,',-� .. �7­,q,7 , , .1 � . �-. .1 Vt 1-�'y . i , , tUrl­ _� '.. .'­­:� ... .. I I . - .. ,,Jjl,j�. 4z.,T'6F%-7 A.��­ �k ,,�,� - .­ gg .I"%.'-' �'.. - _,-, k- " � . . -4 �:". -IiAl, 14, 1� :.,. _,�Z� n �".:Yc.`,�.$K .-_r�r').-,;,A�j; ��,. -.�,�tj��'�,g,-Y.4� �i�,�',�"!"t�,!;��;.�,,,,--,.,4i-$-;;;�h .... 4 ._�. - - - -- -vp­ ", -A- ��__Q , -e.ii'.. " . .-i'-- .. 1,1.., i � 96 .1. .. ., .. . ,ill.; 1. '. .. ..� ".1.4 I- -1 WS_ � - -1 L ., , . . r % . -1, Mo- I I .. ­.. I—_ .$i al �b�.;,� , "Y' il�:. �.1,11 �. . �. , 'O - . ft` 1. �. C ;-J,�­ - .."'vi -Z . . "?.(. I �l _. - . ,.,;i , .� . .. .. --M ­ , . �t,y�, & .. , - . .-, AW'.-WIM" f, z is 7 _Wp.. -, , , !- � .... -M, �4 ,.,; , ,4 � .,W7...v 4k.51;.". t. .". � - " ,.._­..­T,y�"�l,­ ; r gm., , qT4 . '. , ,-;. , ., .. '. �_ . .. _'. . , , "_.'�'t , , , W1.4%Av.f�i., .. 4. . .:, -��.�­ �.x -!, --. -N� . ,4 ��.,�`.. , ,4, *`�.' .. 1. - AWS at __ .. .. ... .. I .. , ., . WK. fcnj .-;,:!.A.��;04i ,"-�.�:­'.�,.;!?-,.. La.�.� , .. ......- ,. "" 9W., Ap "o-'& . ��.., ,A.!, . �_�.! -�!J;---. _­ -Qwy. " ,,--P_4�,� ".."�5k!!' , .I. �.. - ;.'�.. ....­,­ "UHM'. l" - i �,:,-� '?, t._.*r :,."";'W'�. ,Tt",W,v,O;PA"�- i;i'� -W .--,� , .. ". , . .�,;l � , - _....hx .-.,-.-,. I N -, ,.-,,- tj�.�­;:. .. " 10 j�,�'.';�,�.:.q ,W..., -.1. ­ _.- h -r-'N .., '4'.�' � .:, �.:� - ;__ .z�� . ,�. - . . I MIM -0 . , . I k.. I ...­ - , 4 ..'..... "�.::: , �_-.�, ", ��" ,,�.',%�,t."- �'i. & J�� - , " . . .." - 1 K- Q . ­ .. j j'�'.,.". ' "j`.J.��'!�, � __ "I . .. .. � .. ,�% %0" `�.'.'�'X.'.. ... ,.. _­ " . . , - , � .Ygngy - - , �T 4, .;, .. . � --i . , . - Q- WSOMAR%�.." . F-4.?.: A. ;., . ..il ., -%., -11 ,��., 'r ;� .11; , " W. , - ..,,:. I ..".- ... " . f , I" zviv - !�... , - - . L A , , �..; or . .. . r .. . -e .- i- rf... 4 '- , . . .C. - . I . .. .il.: i..- 1p: - ­ . .. . . � .i Nk , _: _T . _. _� g, - - � � I& .; I .; t t*?.,:.&,.,W., ,­ n', j�., .1 , - - - - - - y i_., I .1 14101N.W..'."6 � ­ . .-l-l"'.., . ­ - � � a AU SM"A. A.. A � . I Z' -f-4 , , ... . ", .,:.,..;...-. , ,.:.�. ..O.. , `�� � " �Z .. �. ...- ...'. � I " - 111 ,,.;".. I .... A., Z .-k...Z : _� ...�:, � �.�e . .. .. .1 , . .... . .1 . 1-i- ,,%.. . ,� . , .c V. . '17 I.; l," - W',�,. _.. 5.17. . - :. J,;.� ,x4. , � .- - -, 'A -,,­ '� ,- J "'; i '. I ­`, . . . , - - - .- ­�. -­­ ,­ . . . I .20 . .11, , r�f,:*". "', ;.,.,A.: - .4:" 'jf�,�� I., - ­ "k 4 . -1. , : .'. , ., Z.;.,."�. . % .". - - - ; �,Lg:� .�. , "., . _ , ,� 4 ,4. t . A I ,� ,L.`� V. �, v , 1� x, .. �,, z, . ! - 1� � . " --- - T� -, -14 �*­­3 111. � M. .". " .. . , .- I- -I' -4. 'i��,'��,-"-�...'...,�-.;,,,-'.,�.!.-, - -, V`57.". %. - ''. . .� , :._ "k.", --Z.. - . -,,,.,..,,rl _,�._T,` �, _ __ " ;It'.., "-' I I 'fl .1. - 1-1,1? 1. - _. 40,� , . ,:""..�.j � . .!_� , _ � . (" 1W, .� . . ��%,qj�'&, ., ,.,` ., I I W -t, .;, .* ..;I 1_ s " ­­_, I... . .. - 1, 11 . -'U'v". F� ` . - 1. I . -, ,5 , .. _4 �l . 4 , - , "' ",�J.. . I ., I., . _. . . . .. �_,_. ...11i-­­­�. , . .. MY .L. C ,_ r, ""­­ ­ � . .I ­ ,'�­;, . " ._�" t.. -1.11, . . I .1-119 � 1W I, , -, Y�i�'%V �,'.' g-,'�Q,�40 _ . ", � -,'.'* - � Z: ,Z-1., � �_ .:;"�_ - , jr�� g , 'e. 4., �, � �. � � , � , . 3..'. , -,�. � , . ., - . 32, ;A 10;i, � �.,� ,-A, . P` I 11 -X, - "A x . ," .I, ...... - ,.;i, . � , ,.I . . A,,�-.��`C,- ��. � :�." .... - ­­.­�.,Oill... .­�T , �.. ­.., ll....'tll . .4'. , � ,�..�­ - - o,v ". . I,.,-. W-,. , -g, 1. 1. e. _" "�, � X W - %,., p;,. - , , I , Z -g -g -y q . -I �;? �r' I � I . . .4t7 -W , & ".. I ­ .;,." z � .,� 0- �'. ��a. ,�_�L .� -,�'...%' , ., - . .4 i�yj - - "EfF.001-0-m- �,q a . c .. I ,.,-' ­�_ ,:n �, -��7,H- -"- M__ I - _� . - - .., . - � . ; , �, 1;1, 1. 4� �._f - . ..�, - A.­.A,__`- ..z -"- AM— - - . W P,Uqu W AW o- -- - SPAN - " .. -, �- � , . �,, . "... , � 1� -11 j,. ..,... _. . , f -- WWA "gww"p 1; , _ � I t r� .�p � - � . OW ..., .... 1.5 W_ =QWMT 0 � � ,�'J, . . . W : 2"" '. .- . 1, _.. 1 4'.. , . �A!I�dtll�' ­­. l.;r._2QQnj�WjWj i ....... 1, * ­ - C., .,. . , m�!b � � I '�� �..?l , � c M. 1 . .." ". M -M - "". K "- I 1 1 � I;- . 11 . , ... . �'. , - a I- .. .1 ­'. . - .- � � . .. . T__l YWM Q 2�f�z.;, . �,e. M 4M . ". .�:;". ',',.�' ',� ­;.- -; �.- -, �,,'. ;,,',-�j?�; 'i !- -'W,,.�.'-.�',-;.rx 1:".,t,j4l?,�---, , T_ - Wyp A ,��,X,4K`�,7,�nl�-.'-�-; -- - M Q 910 9mmy W.4 `i�:,Z% . '"N"! AT if Al"ll .1. . " A_'.1111- , v al D tr.. ... �� * , � . %� -�;�'-.' ,� ..-",�,�.�t-':�l,�;-,."".,l��,�.i,.t,.....--�,, *., E. p. - -, , `A.Xl� h . . 49_� .. .��v,­:,, :.','.� ­..�, �­ ­. My "A" A St, ow,�JJC � :.� " ... .- . '.1 , , : ­,­� - , �; �11 -m . " -e - .. . . � ; . , , ­ - -:,i,.,.'-;: ..�,4....:_ :-. 1,50. "If, . . .. . ��p-,.:��%,N,4'­,v ";;4 . " ��i-­',T):,�� Z:, � t � k . AMAMOV 4W - e, , , - . :I ,,, i, , - - , - � t � �" '8 - - m ..j. '. . � . . pis. 1 . , . , . ,%:.� . �. . .1. - , . , ... . ­ r, I � .. ��. I - . - . ,�- k_�"..�11.1;11..,_& - - I W;.."T K A Ww :GQ153) _`,. j. _., ,�,; %:�;U_�..4 � , v x , M A -1 * �-- ?", . N I" SO -PA . , 1 �W'..,O:;, '�!,;�.k "....., . " f I .. ,,, . . _ .. , . . - , . p - � - ­. , 1, .... . ­. . . _Fg - - � ,­ 4,-", .-,,� -�,.: , - ­.. �� - . -.4 ", .... . I lj,, - � - gn �,; I J;�� , . . , X 'm - . .I.4 .. -1. � , c I., "'. - - '. a-- - J, - ", . ".... "'. ��: f�r;,lt;j._ -4, . I �j ..�.O�.L:�.­., � _ - -1 - ­ - A T'. - 0 �,._ � , -_TW ­ W- -0 � . ". ;. .... ,,,,'� �l 6. - . . . h ... .. ,,:...., i. , -1 , "­ --j.-` . - _� - f;- � !,V ", - '­ , ,'i.&;_ A...". - t ABOYAOIN "WA . ­W.,j",..Wn- Qv j A nQ &_�-"_, M ""AAM"v, -0 " ., . �,� , - .. . w � VA � � , , � xQR"Ap M, . ,4�',7.,tu-�.L�' - z ... _.. , .,. . . "I . .. . . . � - - - , - . . I ," " --A,.qvz - , -. �,., . .:. .. ,� . , 7.0 ,� , ­ . _ � , , , , - - ,%:,f- ::: t ­ ­ .1 I . � f", `�?V.!., � f��I?- .".."i., _,.. _lvi v'- -.L �t,,�,,.,�,t;.r,�,,.i,..��..4,:..�"f-��i.--i.�'.4 " " �`_ . . , I ,. ... . - . . � . , . . -- A " " �v � � W,�,�;, , ... ... . - . - . .. - ."., ; .. a � - ,;O­,,O",.�.� ,'�7_ � . :i.��, ; � ... - . . ;.� -1� ,i�.. i , V. �4 . . '4,, � � , - " , ..'.!. i..,!:�.l. - . . " - , -, '.,,. ", " '..' � V,:.0 _00nn: "o;vOl 1 . ,_4% - - ­..�. I.... �� 'r - . . , , , ', ,*� - - t.f� ,1,1_ _��`..-?.ejr ­ . . '.%;�, f- A� '? �� . �..� . � . *_li_�l A:.Invro,�': �r . - � . , �;. Nig" . :_ i . '.. , . . ,,­ . . ... ......... I— "­ - ;­ . , . O �,"",3 ir�elr�,;�,, :.!:. . . . ­,,i�;' ­ j, , . . - ." , � i , : ` , e. ,.k_ , .1 . ..�. . . .';A l-`l?!;.i.4a . �_. .7. , !: �� , -� .. - ,.�,�i - I IV . . . �.y ­�..v - - _� , .. I :'111 - � ­_ . . 't ,i . ..'... ,t_ , - , � � .1 . � ... � . ., .:, I �l ".,. .� . � .. , �.. , , ­�q �;, ; ... - . "T , " ; ll.'... � 'i."Ar. !gy - 4n,n g.f. ." a ,,j pq� -�..? z��',.,�_f, I.. � -I.: ... ;- - .s. I �..,;.:,. Z , .: �PT A . '. , . , - - �� .,� !;!, , . � .r � , lk. W." "I , - q.; . .. . , . 1 N .. ,� . ,�, . ., .".- A � '. ..;.. � ., . . .. , . . , � . :r " - , - - . . I � ".,..!:tel -0.1- r ;,� "L ..�. ... j. -,% �,.`,cj._,. . ,. 11- 'A . . 1�. I " _.*.�j�, . , - . 1'. . .­� . . , - .. , - _­, . , i0W,o:; i, "V - _�l_.AlWu!llWll0*Z;l'_ ., . TM. " , . . - I . - i..... . , . . . . i. ., - AM , I lii.hl,F�I'i�.-�X.;;-.... .:. -,W�,f.F t'.V­r"i_ 0 i. �,-''.­111. �­­ ., . -X, W - - ­ , e.. 40 f% �!_ - ­­,. , . T... i �_ I "') . - � , -llMQv%vA"jKx9 ,v . , , Oull - - 1��. ��:�,� -� �,:'x . : ... ". . .e b�A . �l I., . - , ; I �Oxy� �t .M to WN 1, , � I; , _� .,� "', .,.:... � �.,;, , ?. . . lygm ��K'j% . i ,Yt' 0% ,W3 . ... - . ..., -, , e , - ,*C . . .:! . .a�, � ,­ % ., 't - `-4 - -, -;'-f.- � i'-- -­-�� , , , . % ... _... . ., � _ , _ NA . k A .g Y .. - ,�-,.q_- ­ '. W- �, . , , � - k . WW" - � I,- -1.1;,4. # V. 3, �`�;,'.�,�, _% -'­', -:1"IN , �, W. I - - ­ - . r , � - ..vy"ll I �l � .;.,.; - " ZM _ M ,i'., �­ ,­ �. . , ,M , �:,;", . �:X 0 .� ... ,� , :. .- C. I . . . , "WO W51% .; ­-.-� ( . �F, .-Ok�, 'A.i l.r"l. � .. . .k 11p) 11.1. . -I.".. , r,. '.' � . , .;�', , -- n -5-4 -,.. ­ .1; ...... �, I....., I— k -W uvpw-p�Qrf�, g; �Kijgp " QW " A 4, .! - I 10�. . , � 011 �� -, , P, ". " . . :. :. .A "...".:... ­'.­,�� -- . i� . . - ... ': - �_,. �'e-l"_ _,iE.:, . " -pl-, 1711.1�1.19 ­ I F -V Y ql,"i is - -, . If 0. �.:�� . � .. , . -, . � , � ,t, I �-��: . ., - It*:, `­`­ &H , � I , � , , �., ., M t . �; A .. : . 't tit .* - - '.Z�prj . -. .":, .. , '4��--�",W�.11��:...,.",-.f..�I F.-I.,.l.".. I - I . - - - �. ,:..��.--_. ..;.,. . � - ­"AWO , , , - , . , L % . W_klm. ­­ltltl.;q�., _!rel,-� -:-i�l.-.-,..i.1'..,�"It.,;T...,�,..O�"q� T I—— ...-. 41 N101.n"ll: - � I 10 A %- - - , � . - . ___ I I � . . .1 le,,_ I I.- . . .. .... �­. �,av, " _. : ;_ , . . - . , __ ;f .M *_T Ir FT 177 "',.010 ... - . ,­�­pl-, -- , .. %. . _;....: �,., - - %�. v - - . , _N I A i 1:& ��'.4 ".,Va... ­.. vi . 'I' ,�, -], � . . ; . ".. '..". &5f...0"71:�."; .W. -Ml In...I.I... I—— - - � -l"oAl"WW"! n: 0 "Mm" "I", ., "t . � - , `_ . �, 1p-,-.�!­­,,_-,J'�'. V O 4 - 4 ., W J-4 4 ,�?. �', , , P , W i. �l 'As ,,, , , I'W. r,�--.,..' � ,,�,� 4,w_;,�;'T. I rW - 4' I ".... .. ,.� n t M. I _-v A .. , , .. "._.!� ��.",!`.7,4. !,;. � -4V'. _­. �; F11. I' F. ;�l �: #$,­ �­W , . ... .'. .k .:.� �. . �, - *_ -� , " " ;. e, �i;.,:� , . 17`� �J,�,iQ,!S-,.:-,,;N.� W'... : . , .., � ... " *�� ...;..".. " .. , �.:, �. . . "" * , , , * S 4_� . ". . " , L,�,ti I" . A I - .11 .*... ..... .q. r J.. . . .,:.. . . � .", " 6, - :Flillill � 1, ,; ,'; I . ", -0 � . . , , , - , -- ,, .: .; ',��,;.., . ­117� " r, - , , -. � . , -� .� .'9" .:;r -�. , � . - . .. .j '� - - ....s.. ; .� ,,..�-)�!',�,,�,%.`-T.N . .., .,�l "'I , k . . . , . - . . . �:,A . - , .- - -- - -. . ,­ � , .. . x -. -,� .; _I� � '. .. 1, . - ll.- .. '. .,. �... .. ... - ,� rl .. . I.0 .., - ;r,.; �,.;�.�Wj:jpp..-,, z.J.- ... - . - e . . 1�. 14 . . ... T.I... - '. . -Y . , - ­­. 2 ­., .1 t.o� ., . ;��w t'; � "". . ;.,j1.7 . 'i .- - 7 , - -1--.. it . . . . , - , , - � - ,. A . _ f �111W-1 ': - 1.Irlz.lz _� "'. :1 1-4 �. %.-:- :::::.: '� .. ­ . ,�_j-.:.;. 2.. "', �. . r -91; , '.'.. �, . , "., I ., - "� - "' � v A ;- . .:. "M xg-r- - -My. . . .x i ! . .� I 1� . . Ze . . '.. ._ "M , V ,� . . ­­v-� 1.-,;.� �i.� .sk�'.;'* .,; i?.t4��; . .:. ­ K, ; ,.lm V. IN. -Au , , . . � ,. I :� ,* . , .1 ;J,T'it' �,`O, ` ii '. __ , . *, :._.., N � , f :;'-r'. 1�1 ,..,..,.,�r .�'., ,�X.1�1.'� r�_ ., ".. . i, , _..."I., , ZN , . j, . .1. I � , :..,.;. �, :_�, - Z",.. '..,;;l., ..,.. . � . ­..,.,�( I 4'% - . " - - . - A -, - 1-f" - , ; . 1.. V I � - ""; 4- , - - ...I.- �l "r, . ..-, _... - .... . .. -,"?, ..'­-:,,­� . . 1W. .. ". . .;. , - .-., ;�- I -,�� _��..V. - 1 B , ��_ " .;�'4t' 11 :!"f � " "' . - -, ,,, NO_ UINKY., . ­ Q-1-0.0-W� .- e y --pury- , f" sm Wp ­']!�: ..O. �, _A . , ,:!. x. " : . - _�nr Ili.; , �l ­.". .,!. .. , , -f 'VIT - � .1 If '11, . . , , .1 . �­ .. _... ! . . ... . - il ..,�, - i� �' �% � , . " . WO, " -,` ldl. WO PAR 1_� . . g � . ,�. _; I OP'. .; ... , - ',�V.'��­54?� ,­:-%i;lq.. ..., ; ! - ..,..,. - . . .� . . . . . _ t.- , ...... . - . .. .11 .. . � - 71'a � . ?, � MR .,;....,. ,� . � !. ; ... . . . ��?lv 04 pul .�r . ... . ., , , . ,:� �.�, ��.v . ,.�. IS � .'�.,.�`_�.!... - ," . , . � V . 24 . - I 1. 1. ... ­ . - . I-', '­, 1; �! I . -, . , .1j_ .. _ , � , -.# ­ ­ -- " , I . ,_ , - .. . ", . - - , - . �.. .4 mv MAW .0 - -- ., , - �',' �'._ i�. - ­.. R. - _C,.�..� - � �. .:J., ...'...'r. .1, " Tl , ­., . .. . . - .., - . 10. -;! Q ,,, � ',�`;�­,�f�-, J, �:"t-' �, . - ^ '� . ... , , .;, � �;. .. - .. , __ ,ova",yu., " , �;, . _Z. ; � . . . .. . , .. 2 - .. .. - !;, W11 1;....: . ... Y " , - . f - , . .. �-. i�,. ,e�A- c v . I "W NQ � Q " ---Q - - 1- � -4�e��.t":..-.P.,...�,.�-.�...� . n�. eA.. �: �U;;?....:*',..A� , ,,� I.a. ., , - . � . ". .O... _... - ­ �­ '', . . . . .1.4. 1. _­ ... -�,.. ...........,lN . .., - t!'�. p,.J�: "! . .. , .�, `�: � , " . �:.i�k� IR'i,�,:­r�;".R:�-�,, 4 ; :::. .. I ,lr:,_!�...t. - - i . . . . "'; T . . . . .. . . .. .., . , . ,­2��c,W' .A. - " !�l � . . �4­ � .".0 . �� � i�, ;.. . .1 � , ,�l - : . . . � , %4.0 .. .lt;;;..._. a ` � I �P:1;4 ;., 'XA�, f..... . , - - - .1 �..!. . . . � -;.:.. ... � , .- , I . . �,.%?��ln.i � ­ .. . . - . ';..,. � ,.­J.�­;�.rr. '. , .V. .I,,-- , . ,.�,� O :i - .. . ., . - . '. . . . . ., . . � .;%! � '...; ". � . .r.. . . .1. ... � . ,..:.k,.,: ­� A -",`��­`�:; . .. , . , . ,"', , �:.��l .:��..�-nl',,'� j..., ��, - 1 .,-., . . - I, . �. . 1, I . i.. . . .;, , ,�,_ . I!, ,; .!;- , I "....I.?....:, ir­�.­..�.. - - - - I ;� .. I . 7:.1 ? , - . .q . � , ..,�. . �`�.;... , ,�. - - ... %� .. . - . ., -;i:,,.c?�,.-.�,.j, '�-.e:.- _�.',,. . . � ;�­ - - .Z.:,.. . Z. .c . . ;� -; ,� -�� -,%...'� -:-Nj -- . :�. ` ` , -!!i -... :., d. " , so KK�l .,;-:�._. , g,_,. ­..v %. 1,_ .,,.� i..'�. � ", . . _.Ll...; �'.,.. . ... ..'' . , - .V.4.. .. � ... . ... :.. ,, �. _�,, �. ;,. . -, _�%�. - f .,% . I- � ", . A - r� j;. A Z.N. 'l- . ...- � . . ... . r , . _. ... - - . . 4� .1 , , I:.: ��,�.:..�l . . C] , lli"M, I _�­ �. . . � j­vky, MR . . , . ". .� . ,.l:.- -l.-, , ; ... %; .11 41 , ..:�... . A ."M .. . " 'tli��-,t,.._..... - jW �v ;i.l5fp ;;. '... ., . . , WN 11-A CNY I 1 a . . '�4 ,z � ", -, . 0.10 "ll . .. ..... �.�. �., F - _ , ��.,i,;-1 �i.4_. " . ... '. '.. ", . . . i - la. , b... . _. .. _k . ""' :Z..e .,.,. . .. . ,e �� ��".:i:.A ". ". , r .... .XX, ­� -Ir I - I I .�, . ,,R-.::, - .1.11 . ��, . ,; , - .. . 6 . . � - "..' " , - . ..v; -....l.l.­1%1­.. ....... .. '. 1, . '� 'T_ �. I ".1- 10'1-00 ,-.. WOO;"., " . . � �' .., , .,�. " -, ­,;, . . x `_'�l � , - - 11 . , . - ., , . .. ,-,. ..., - .. 1. . .:-:,�.. .1 . �, % '. - . .. .'- -Y - - � ­_,.�;, - - * � . . . ... 11 c-, . .2 "...14.. : .."i. , 5�,6 . . " I . , . ". , . ,�. .0 .= _�W IF - .. . �.. ­.. .�­�,... � ... . .. .;.. -.1 ­ .. �tt;ttt;lt- � _. Y& � 1� -,:...:...:� - . 'I .x .; . k . . - . - .. F. . - ..i '.... .. ,� "I ... . - " - ,,.�!,��.: ,;� . . ­.. . ,; ., , - , '.. -. �� -tll� -:'.." " , -: .%,:,*:.,.A. !�z , ��,�: . _ . . .. ., .. :� .: . , .... '. . _., ,l: , ---:- - t Y - -W �. . . - -W Jln� ,� -11.1?�ll � :1�11­. . . . .. 1. . , . . . A , ,- -, �,. , . ,�'.., a , ­ �l e - - I il.. �M­..._. . .. 4--,-,-&", "' , S_�� 'r . - , , . �_, - - "' I. ,. -; ., z .. .! S,.%.;"j%f �,;!,� � :,.. �,,.,. . , . , ; - y _, .. .,..,. . ..,. -".k.. .. .. � - , : ." ;� I I I ,.- . ... , - - .. . . � - - : . .. ., . � � ".��,�f:;.":,�.'� ,,.F -i. '� I - ", �:-.� k 1, t ; � .�� � a,L�. oi,��; . Ae'. "'.., 4 � �;., Xk , , Z, ... .. - .... .� . . . . . . - . , ,,� . .. .". , , ,:..::?. .. , ) , , 1 . � � . . ;.., . .. . . . " o i �1, � ­QY. "... . , ..C?" � , ��. ... . . . , '. � , .. . ,_ .� :0'� . � � 1. `,�',; , . ".. �, . , . , - .. . '. ... . . ..'.. ...., - ,�O,:,k .. - �- _ .. .. .. ... p., . - - .., .. . r� ..'�'. ; . . , - , . '.., . !..A .�, Z.. � ­.. - . C, I -, - , , ',t� �-,��,. �'.. '� . , 'j ,'-pt �� ;..�:.,".` � , e� , .1 . %�ktv,�. ': -: ,4 ,�I,n a , " ,�, �u.x­ , .". --.... - ; , � . . 'k. � X. .� . .1 . !, '.. . , 'i, �, :;. . . ...� . . . " N. ... . , _j , , . . , . _ � '. rrrr . ���� , . �;� . �,. ,.� � :,- ? .`:. ? . �.k " .. ;. �,- " " . . . . . . .. .. . j� ',.!��.- .� ��ff_.�, .:4k, � -,,! �.. ", . . . . �::..!.. .. I � loww �fj& 0-n , ..., �,l . . . . ,,�,i - ­. . I . . ! ; . I - '. .. . ,; ,;�.. ..� .i. .`v � � -, .'."- !"Ti., , ��' ;:­ . . . . , . .... ..,. ­ . .� �� t. . �, � ',-�, - I,� i _. . . . .,.:.. 1 .A, IN . . . . fl.. , _, - . 4. I% ..;.I-,, --,: , ,� ,,�. ­.. . ,.- , - . . _.. ... nvj; i..,-. . . .., . . .I"'.- -�_- � - . , , . .. ! . .i'.',. .:. ;..'.. - . . ., . . . :: ,," � � 1.4 ­ '. kk . I. , I.. . .. .1 '.. , IV . . ., .,- ­ I . _ . _; _� � - . , ': %.! Q2 Q� Q , :: :� , � �'-.'.' ;;... - � , %�'.. '3�. A ,'S.,�vl .� �:��l � � � � � � � - _.-, ,'I.;,: .s I - - - - - - - .- - . . . . . . . . . _;�, .- , i :'.,-. ... . - , - - "' T ", � i . _. _. . �. - : �. -, . � �, .. �. , .� . . �,L , �� .., ,.;-,,�.-, ��r,--, -."-, , -1 "; o- :. q . I . .. - , " �,. - ,�: -- 7,� -,: yj , , '. . - - - . � .. - . : % , I , I W. .."- " , W", , ,� 41 1 1 � . ... .. . .. 1,., . . � - ', - .. A. - . . - . , . . .. ,.'. : , . - , , , . � � g'.' � I I . . ,. . ., ; ..i . , �._;:­ % : % . .7 t . I.., -4P : ,,�. '. ... .: -. - . : , . . �: , � �..?yi�!�;.. . I " '5v. ., - - " ,%4. ; , -.l..-i,' : ; ... . , '... I , , � :S., ­ I ... - . , � . . ,..: . . , . . ,.�. . . .. �,. I . , �lsmbt . . . . . . .L. . . .1 .. � � .... � .... . .1 � ., '.... , ,., . ,� , �.',,14.: ; .-;;� -� : 4 v 41 .. , - 1. . I . �., . , � ., . - � 7 ... . 1; , . .., - . -.i . � . '.'I.!' . �.. "I . . ..'� � �,� ,:: , '. ., . � ;. , .. . . ..,-,I .-,.:".­��.:. � � 1 4 " q I .. . . , I . W, '.. '....; 1 . �.., . .1� . - �:��: - ��, 1 %.-.�.�k7�!�'. ,� . ` �&, " .. . �., ". I : `:�; �::.n,. . .. . . .; . � ;. .. - � �'.',,.. . ! :,., �_;X. " - ,�%,.,: ?i;c �, � .'' -.,v-.� Nz`.J. Z f . ... . . ;.,. � . � � '. . . , , ­.'?­;:. �. . , . " .... , . " , � �. ..I�l . lll.....� � . ..., . .� . V - 1. -1. I.. Y, ­ ski -TA ,_ . I " � . - .:--.-. , ,..:--..-. �-�. t.`!-.-.:. � - -, '� � . : . . - . . .�. . . _ ,.�i_�,�� - I ... I c -D, K . ,:l. - . . . .!.. .:.. . . ,tl .. . A-4 . . ., .� . 'I -IT . . . . ... , , . , I - . . , . . ­. , , ... . - � ­ - .. . . j . . . . . .1. . i,.. �.:�e .. . - --��,�.'. 1" .. . , . . . Z K -.T.i; : . " ': . : i, .7'. ,......', -:,.! . ::� , � r 11 . ` - 'IT, Z , z . ;�' - . .. p .. . , , . . 1, .1. 1. i��":­ ,� op;z�,:'r , : -, -;t,:,.-,- ..v� � - .. %-�.­,, - . 1�..... -1 - 1..� . I 1:.. . . t . , �� ,..;.,. .,(,.;., , ;. . ­ , �.., - �.. �,�-, I.. . . . . . .. .. 1. . . . % .. : .., : :��n� - AMY I 1 A �" '"Mg.w"My .1; Xj,Q � -�4 . . P"K 7 j .. . . . : . , . , -4 ,�., . % � �. i� '111 � . ,�, �%:,'��-�- " '. - . .�. "."s �.�.�`:- - , '��-�",'4�, ,; � . . . � - , ,W�',_. . . . . . � . : � : -.'..I ". ,1,,.,. ;­ - - _� . - .. . '. � . . � 1, �.. . a . . ... .z . ..: .. .. '. . . 1. . .. , ..-. , , , .­� - �.,,� �lr - . . .. . .... .. .; , - - 4. "I . . , ....... ..:_.l.-,,. .,7. ,�.. , . - . . . . ��l , . . .. . ; .. .. . .. . ­ fl_...4., ,­�'._ : _d- . '.. "...; I I.... 6;. . . , . .. . ..��. F. _i _;.. - .. . , , .. I � I - W,.l.....6 _..­.­­;�5.4. . , .. .!!.�;,.. ,o�!:%,..�; . . ., I.. � �!.�; .� '%..� �­ - Jid� ­.�: . . . , : �.,!.,�l:!Li� . WZV %_.-i, 1. '. I . - I - ;W "- I I �� - q . � A ,Qn 401".. ..; .:.. . . � ­"Wa"q ;�_P%Oy_, '..., .0 - . . O,jqw- - , 1, . .. ..-" . . . . � `,.;Z.-��_�,:.,�_ -'.. .. .. - ,�_ - :� �:. ., . _ . " . 'I �­, j I . . ��­,,jn � 1 1 . - - ­ " J - T , I" -, " , 4 ".... . .. . - , ". . . . ,_.. I ty.­ I `I� �'i..'..'::_. I '. . .. . ... . . ..�.... . r., .�.�.,.. . 1, . � 1 � , . A -l"-1-77 � ,� 0 , _� ,','�: ,!, .i. ,�� : ".4 � , �l . " , , �� . . . . , . . �_6.;. .;'.��,;�, �:j : , -as 1 ...., . . . . . .. . t - , - ,..-- . , o-ti7m! ': . � " , .. ., .. , . , .,. �;� �:�-.. "', , 4 I .11 ; : , , " � ii?- . . F, , ., _jr . . , , . -. -, , - 7 Z. . . . . . . .- , . - :, ��,� ..; , � , i � � �l .. ......'s.., - .... .. - . I :. .." �. - '.. �., . ... . . . - . .�.. '.. ...... .:4 .. .. . .� ... 1 , . ,c�, � " ,,� .1. . �01... ... 1�� . I ...A.,..:, . ­ '. I ,. .... . , q., � -, ',� , . '- i ; - ... " : . . _ a 1 4. - IV" �` J� , .. __.... . " : ., .. i. . , i; - .4�.; .� . I , 1. .. - - : . ,�_t - , ',� - - _f I yfln - , P. 0 jXjW - __ -__j--�W%W_M" - , ; .- � ­ - -, i, �- .1 1. ..­ f. . . 'a , .i, --, , .W, .. . - , X . A LOT 4 - - 1.�i �� �. ,� - .� � �. -,�, .; " - 7L.,." , L , , , ,�"-!. �:�,.� .�,�,�, ,� .. . , .... .-. .. ;. %.. , _�..., ,� : .. .... . !, t, n �', � .. ...R.., -.,.� ": ... F ':"- :.. `.�,V4 .: ,�.t. �i.l: - , Q I � j , -, %.. .,:�' 1. -, - 0 , 1::1 ��:,.: . � - �. � . � . .. . .. �1. _' .... I..- ll� �'�;; 14�.�; - "00=1 - � �� �� � to o ��c �. "k ; - - �% �;l . , ". � , . ,". , � , . , . _ -,;.. �. . . Q. j"� -, , �. . . .. - . . - ;, ., - W . , .;,.;a MA -M., -.T,' ­- , _ , !� ;­ t - , , ... .... ... . I— l..tW.I- .. u, - � .: .�. "', . . " �. . " 4. -, " , . v. , :.. . -.�.!�.�.',­,.i:. , '.., -; "Y" '2. , . � ­'; I _� ',;,�:,. : .., .... . . Y,�.,.; ',�.;& Mu- ,,:,;, . " . : 1 . -:. .:. 7i:.:: �,'�4.�; .f., �, , , , i :.:�­ ��4"!:.,V.7 ... . - . . . -. f " 6� - � . .. .�.... . .�. , . _. . ,.k., . ;a�.v e 7�. � I- ," �; . . .- . . . ..... . M � to - ! n IhA � KY.: 1...�:. , ..... I.- Wollh-w-W - ) . ", :�.�:.� ,,! � ,_ '. ...", �.: . r, - 1. ­ 1';.,..,� ,4 .. � ... ,.'..V,� ..,. �'. 1 : " _4 . .. . . , .. . :� I . , . , jjx3a .F , 1, " '. ;'" , % . - f . ".. �.;' � .. . . I ­. I , ..l..... . ... , - * � .. . j. �.� I,' .. - ­ . . .. . - � . . L� - 1,4, i:. F i, i,� . . . . , , : 4 - ., ,,�;?c L..... .. ;�., " %- I 7 .z.1".... ,%�, "" .�'..ls.. , . �* , -, . , � �. -, - . , , , . . - . �., . ,...;.,... .., .;'... v! :. .., � �1::: - -',- ;I .. .... . . .. �,._, ��, �, '.. ; ­ .... ".. 1%. .. . 1. '... .; ., . . .. - . - I .." .. .. � . . . . . . I... . ,_�:.,i.�,.li, .. . k,.-. . .. . ;�, . ,,,..;, " I .. - , 1W -7 . -4, '., -L . ­ i�.. . . . . . .. _...l... . , . 't.� .- , ��C, ` . .. "�. .: ', ,� ,� I. , .. . .. , � % -, - `.� . . . �..�.. ..:... - _. %.� - ;�g .. �..li � .., ., .., . i . .. �; . . , F ,�"j " � MW W -A n" I- . �, - .' �,�4- r. ..-�";p - .. . �'. ­_Wr. . . 11 _C " - .." . .!�j ", .� ;, , i.; �.. : - . . .';, . . , ".. I . A A � . . : .." _,-�";� ­;. .1 , I � . - .., , .. "":,-o.. ;��:i_ --l"i...'. . _�. � . . I....,.- ........ ­ .l., . .... ..."'.., l." I" - , : , . ... ...��.�, ,;.; , , . 11--, .. , ... .. �. . - , . - .. .�i.... , . . - ­ . - 1 �,,� .-r , :, � . . . .z I ., I . . - 1 ,�.�.%, - . . . . AW O . - .1 i, i, - . ­ .... . � . .: . ::--),_... ; i....�, d: . ,, 2, , ki ". I .. - . �', Y_ ", -.A . . . , , gr . . . I i j , '. i ,;O_ ., .,.: . ,.� �. . .. 4 , , : . -�, . . - � � ;3 ,. I" .. ,,r . '. �,�,- � - : , - . . , . ..,7"., 0 my, " -f - .� , .. . , .. It . �` R-1 . ­- ,,, . . . � a i nmwa� � 0 QAO A - �.­i:el, :: . _ � �- ,; )�­ .. T J." " All" A � _: !� ,., � -'A"%�. " t'. z. . � - .,; �:- - - . ;.�; . . . . I ?. o", --. �-- �. - . .b�. - , �l '. �­ . ,:i, , - , !­... . - . , , , .. ) U. !.­,�,: , , , , j - �.. , . "... . : '. "f.. ... - ­ ­ �r .. 1�' Y:�. � � i a . . ..." i. 11 I - . - . � v , iv ...�. , !: . _�. - . ... ­:,_� I I ".. . . -� .., ; . - I :.. :,:;�.� . -0' 5494. 11 a W � jf� ": :.._� . - ---, ,;�,,�!i., . , .. -, . ,i,�'. ., A. � , . . - . ... . , %0,4 . .. . ..,:: � �,.. - ; '." , .-. ; . � .f,k . . , " �,,�.,' '. . . . , f% ,; , . ... ; , -� . � - T , . 1, .. . I .:.. . . , .... . � I � .';,! ., " - " -'...."ril : , 1 . -:7 . : : 1--:, - - , � , I , . .-..p-. k - - , � , - . .2., ��; . �,.:, " ; . . . . . ; . . �. �." . . ; .. . '.. �,r - ": :...7 . � . . �t..... .:. .. , ...; , , ,�-. . 3 , J?'­!i�,.j.­ ­., - . ..., _. , .. .. ��, jz. . � �.. .. . �n . �:,;,;... ".. . .... . ;�. �, ... �. . .. .. . . i.:. " � . , .. . . .. I - ", .. . ... , . . .:i., .. . . , - . .. .. . - �, �..,.�i 7, (". - - - ... 1. - _ � . . . . . . . . . . .... ...'........ , 1 . ..., .,��_., 1. .1 '... _ ..��..�, , . �� . i . �. . I ... .. . . . , _1 .. , I .7. . - ;'�,!:,4..�; �: F , ._ k, ;. 11 - ­11­..i­'�;k�, _�X­W;r ol� . " .. . �., - .. ... . .., . . . -, , . , . � , !�;.: ... . � . . . � - r . ­ � . .. . . .. , .e : , 4.:, I.. . � .., . . . .. . - . . . �! .... ­ � i . , . -1� .. ]��� .. , : i". % . � . . . . . . . � . . ., .. . . ­;� .-,��;!'..:, .. j.; '. - %.I '� .'". . ., - ,-;_ - - .., .. I . �;� . ..., _.. .. . I i., �. ., - � . � i. . ;:, �!! . . I %�.� %. .. .,. � �' - . ,;. � . : - . . - . ­,, ­.... . . .. ".. ,_ . - . "... . 1. ... .k3:y - . . . .. � � , '.�. ;. ,�,;:'�,' : , . . ., - ..... - ... - ­ . �:� " , � ... .. i . " : . . , ..., -1 , . .1 . ... . 0'� _?. , . � � , o� C . . ., : . .. '. . . - , !:, . , ,;;;;;;; . ''.... . .. . . . - .. ,...�.:,: .L . . I . . I %'­.� . . " �:­ . . .. �;. ,�. - " .,�. t �'. . ­ . . ­ -1.1 - . .-Y. ... . ­ - . , _,, �.� .. . x.�, �:f, �%" ..:. .. ., . .. . . . . ... w.... . . . % MQM.W-� --- -4, -1 1 � �? . , W.v_p_l ­ . - lll.­lsi;.�P. ". .1 I " . . - . .. .. . , '.... , 1, ...; I 0 1 p - 4 " . v W4 .1 k '. �, -1 , __ I -A I - .. � L Sul. . . . ­ . 1. . . K F" to"- " L . F, . ...� : �1. Ififff Lum 101'r 1"431' .2�.lk-AlWnlA_: I I.. ;.,;,.-kt.,l:.?,-r.­ --. .......! �,_: -, - - . �-- . ., 1.�..,.,. - , ,; - .. , ". " ,- '. , .. ,,��.�,�,'- - .T_1%11. - � , �,�* �� !:,.",l..2 I eq - ­ - - .. n , a !!! .... i ,1�� ,`e­'� . .�. I., - . " _* 1. .. .., " -­ - ,,�;i' _-i�-*W . '. , . 04 .., -J.�-. -­zq., " ,..r.. . I "... A'­,k.�, . " i - '� "'M .., , : ., . . , " " 1 � t� - I � ,� .. . I. .. I . . .; ,' �', _7 "N W . . . ;. . - I., . v :� - � , .6,z:... . � . � . . . . .�� % tliw i - .-,�:ii��`�,�Z. _", ;�'. ;� ll.:� � " - i�-;-_-�,;,,`,h-,­,�, 4 a i. ., ��,;,.�� . . � M k �i - _..... .A1Z.--l�­ �11`0'lz 1- 21 A W07 E -1 f. I - TO ... YOW%v Kft-,­�-�k�, 40VT . �­ . ,'A�Z,l .� - 030-430-008 J 1165 WALKER, DON & DE N NOTES-,�.- 1659 LETA '0 Cofit" GALLAGHERS HEAT&AIR HVAC(REDUC) L -APN: Permit No. Owner. v - OK 0 = NotOK MAN U F A C.TU RED. H OM E ' S M..1,SCEL.LANE-0'U.S DATE PERM NENT FOUNDATION SOFT -SET I Zonlng-Setbacks-Easements -2 S�oll;; Special MH Support Sketch 3 Sewer; Loctn-Test; FaIVCIO-Concrete 4 Wtr; Loctn-Test-EaseMent Needed -Regulator 5 Elec Lactn-Clmcs-Gmd -AmpwConcrete 6 Yard Gas; Loctn-Test-Wrap Nat or LPEJ Inch Sz Ft Lngth .7 Blckng; Sz-Socing-Marriage Une 8 Gas; MH Test-Deniand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Bi9a6ri-Cirrics 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr &.Siwee Connected -C/O to Grade 1 ' 2 Gas and Electricity Tagged 13 Tie Downs' Foundation E::] -14-Exits 15 Cert of Occupancy 16 HUD LabeU[nsignia Numbers Serial Numbers DATE ID E C KS*C OV E RS*C A RPO RTS*G A RAGES I Zoning -Setbacks -Easements 2 Ft s; Solls-Sz-Dpth-Spacing-Cnnctrs-SteeI 9 3 Decks, Girders/Joists I -DckIng-BrcIng Stairs-GuardtHandralls 4 Wood Awn; Posts-Boams-Rftrs-Cnnctrs-Shthg, Frmg-Brcng 5 Alum Awn; Coltimns-Cnnctni-Splic6-Decal-Enclsrs 6 Ca orts; Wndws-Doors FP 7 Electric 8 Frmg; Sills-Anchrs-Stu64fts-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof, Shthg-Rooflng I I Ext; Steps -Doors -Landings 12 Braced Wall pnis DATE 1POOLS I Setbacks-Easementi Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness' Dead Men. Uning 4 Elec Rcptcls/Lti.6g'; P!stance-GFI-. SElec.Po.oiLting;154c.ifts-GFII,, 6 Elec.Encisr*s;'Condult Entries-Terminals-L.Isted 7 Elec Bonding; Metal w/S'-Crcftng Eqp,-Htr 8 Elec Gmdng; Eqp'wi5'.Crcl'tng Eqp-Pool Ightg Boxei-EkUrs-pplboards,winsultri to Main Conduit 9 Health Not AporvI 10 PImb; Cir. Test-Wtr Supply Test.. 11 Lt Niche 12 Encisr; Fencing -Alarm 13 Bonding, Diving board or Slide do, Pool Drawing - = OK 0 - Not I RESIDENTIAL (SIncile & Duale'x) I I DATE JUNDERFLOOR . . DATE IPLUMBING I Zoning-Setbacks-EasemeFits-Flood-Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftq DRth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Gmd FtgDpth 55 DWV; Test'FitUngs & Anchr, Nail Prictn 4 Ftg Porches/Docks; Soils -Steel Ftg Dpth 56 Shwr Pan;' Test First fir -Tub Acc 5 Sternwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2.nd fir - Tub Acd 6 Sternwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frpic Ftg-Steel 9 DWV; Fall-FitUng-Test-2-way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE IMECHANICAL 13 Plenums & Ducts; Cirnc-Material-Support-Insultri 61 AC Ducts ln*sultn & Support 14 Girders-Sills-Anchr Bolts-Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv lnsultn 15 Acc & Vntitn 63 Condensate Drain & Ovrflwl Sz & Grade 16 Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & PItfrm If Furnace In attic -41' 44 DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -N ailing S6a'cln ' g & Braces -Plates -Sound 66 Ext Steps -Door & SIdeLt Prtetn4-andings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop InWall . s (rat proof) 68 Furnace Vnts-Clmc-Comb, Air-Cnnctr 21 Fire ttok:Furred Ceilings -Stairs , -Chasers-Tubs In Garage; abv-fir-Ducts-Mech Prtctn 22 Head,�rs & B'eim­s�Sz`&'BearIrfg Q9 Bedroom Exiting 2.3 Han46r�,6c�t-6ap��6�rs.;i-.nnctris 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-Truss-Shthg 71 GFI Arc Fault 25 Frplr."nis or Type A Flub-Frpic Throat Cimc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic : Ac c; Sz4, Rnix Prtctn-Dr�ft Stop -Ins Baffles 73 Stairs, Guard[Handralls 27 Bdrm Wndws or"EkItingo boo . rs-Sill Ht & Dimensions 74 Frplc or Stove, Cime-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood PnI, Int & Ext 29 Prprty Line Firewall_& Opngs 76 Ktchn, Fxtr & AppInc; Gmd-Air-Gap-Cooking Cirnc 30 Ext Doors -One X -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm4Use-Run-Landing-Fire Prtctn . 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Gutrgrs 79 AC Duct In Garage -Damper 33 Siding -Nailing Yeneer . 80 Wtr Htr; Vnts-CIrnc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 PImb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls In Garage (GFQ Romex Prtctn 37 Brace IntlExt Wall pnis 83 lnsultn-Foam-Looked in Attic 38 Insultn-Walls-Cellings 84 Guard Rails & Deck Cnstretn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Dr & Wood -Earth 86 Cimc Drnge Planters ITYes E No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-PImb 89 Vnts abv Roof, Pimb-Appinc-Frplc-Cimc to Opngs DATE JE L E C T R I C A L 90 Wtr Well, Dscnnct, Elec, Pimb 40 Fxtr & Trnsfrmr Cirnc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgmd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 VnUtn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns " Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Gmdng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/0 to grade -HD Apprvl 46 2 AppInc Circs In Ktchn & Cndctr Sz GFI 97 Energy CmpInc Cert -Other Certs 47 Subfeed Wire Sz 90 CU or AL 98 Address Posted AC Wire Sz DCUorE:1AL 99 Fire Sprinkler 48 Range Circ 0 CU or E]AL Oven Circ 0 CU orEIAL Insulated Neutral Dyes LjNo 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Cirnes pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 1P* *11 100 0 �40 0 '16on iepYei I ONO] Lim IW 12 Yes io.Wreo*ianmcredlt its pan O'Paw CNWS?ACF.CCWTM?4CECjtjWrrL ie 0 yeff. ONO walrfbw'v i fled ie 0 Yee a No .13 Yet 0 No Yee 16duot irprom 0 Yet 0 No Ducl si2eq,,duetvAlem layout and of srupply &,teimrn regirtert msO the dwd Wmm design plan. -Yettoaltiva�pasizi V OPsw 1 *7 UML -.Ll.�uppLy'bVcrssuRipAcF,:ARl&A.TtiFDumomc4ommAl4ce.cREDTr ew.�,l Area' Ama Area Ri6�Arjw.,40�tA&=Ls F&PAW. Ajit2005: OYes I O,Wb DaqplyAriadlDxtk Yee 16duot irprom deskn'tupply dua vultiam"a me red,�Olitm sod *b4compi ia nce�caedit it, a pew JOPm.-I:.O;TbD.l Ri6�Arjw.,40�tA&=Ls F&PAW. Ajit2005: .,IXYev 0 No 4k�sl verift"n sim0w irinvul" yeelfropear- �ipm Fail CURTIFICAT9 OF FIELD VERIFICATIOM* DIAGNOSTW T INGjPad Kojeci Adda ' v 061165 1659.,.Leta Oroville CA 95965 1 3opiwWWWO�4 MUSTROVIDERAN-VIUMbM, MMARWENT, Adual Supwllielst — Tstdlou$ Tmisomw, at TargeVS##liest (from T*WRD-2) Adol4upe0eit — Terra3qwW�d (Sysim pasm I r Wwea -5 ad +JT) 9,0WM#,Qd,Cftk3ddWo)t AV'A'af man ft Adam Tempffoaaiv��olt TW.VA Tear-mWe SpI It (f rom TaW RM)"�.. Act"I Tempeatam Solt Tvaet T""lare It (symem ;anw itbetwftn -3011 "d -oap or, 0 mmuftr eawl, if betw-*A -3*P and -10M, it gmetsbus, WVultaim matbe rememredand weleubted Im wamAum U a"do 6r'ai r dry-�balb ir 55 *V �,r above� WWAMm Ch stil nit Method for RefdAvast Oame Aeus I � liquid line k4,jt1h: ft Men afsotmrer'v SuMard HOW line langffi: Man afacureem QotmctI60 (o�nw P, a A di f fereom in lenatt =—"new A 'I MDT: j6i EY . ....... ... .. -Yea. to "d, 2; and 3 (IfReclai md)V &�VWJ Ibiu ON 0�' yw� b4i" 1 ie"W:cr it: ur :. 'D­­Iiz�' ed" 6d 4�( IIYeq, b*61 ling inilaw-46M. f6e c'.00l ing copwAiiiv 0( ww lid ryslam,a re $Absn imas im um 41 :O::Yer cl RVM;*ilt� r 111put'.6 , I . oiwdcwInV-4fl h I b . eCP I At- TM 7 -k _4hdN igi AIR 4MNDMONM A 'I MDT: j6i EY . ....... ... .. -Yea. to "d, 2; and 3 (IfReclai md)V &�VWJ Ibiu A 'I MDT: j6i ne1oueuse V [17afted: VV Approved wyart ofeawq"te;.rtinjL but "s not lerwAi As,be HWS raw fibld verificagon y that tte Woune identified on ttiff form oomplies, -eCImIWTK'M,IkIQVnWMDrr,S FOR TNTIL -MA,7T,ONX19DI1rCrT40?�'- �qCKPUAWCECR19DTr, TO&,Aackal VentlIM-16n !of d 0460-:IheCP,� I,R in � I lite 2),)sr it bem 2s. xaw :Ch&k N U., �O*ej PI(P lentilatoff n,omtw are, fio�ikiii n 6n�CPAR. Cteck*vbw p4Jf:nwtwe;,db.ulfdlnt, infiltration (CMO PPS) iggrebw ft 3. .0 Yeo 0 No A I ecM@,sOWuw I iftwfl-kr , SOMAof IS 60JAR dttb�'.bw 19��edr no' Cb,k* it lvb6xjw-. if mi6vttied bil IdinjI n filIr6tl6n,(CPM Ps)Jr lew than I OV .4; 0 Yet :0 Ho i iiw led 9�q, d b ou se� isrgrei ulhan,minusicTiocal with all eiftuA fene Pan if: 9) Yee in Ine I and line 3, or b) Yev in,line 1: and,line2,29,and7b, or O)Yeg in line I a nd I i ne 41 01ber w1sePai 1. xi&diAIAv C&*Aafte Fomu Apil 2005 i!16 CA 6 6��; 1659�Vteta LrviOrovli 5 I 'Rate( Hohi'41�' h lasys�' te -Tsignp 'En`a�:I;a'"�Ys. c6rp!�! t AAA --C&-*A Fdmti #,itMS NA cl:" 13. �j aLb 6w'bf 0 e W'. P�o f tM to , a , !Vo a c omp few now :0 4� nou ation "it 01 orm 1 'e so front;- -bia6k CN6 9k� XX More, av ell var cesms.. -�y eff I H ai&W d'bi&i 6d tiVe N6 Uk tv E Small opow film W E Wo IN4,06 NA, T. % 1 7 �� �o .1 . -cl, C) t*d to pm analut Uto gi --C&-*A Fdmti #,itMS yet No JINA A[14�11- rippoin. to fbtMs66dnuoa ,0 'Y eg .,O,,� Ne: NA::: d gwb6t Okbet-omen1je d gwb6t Okbet-omen1je b all 64join Inj Mims. :y Ba4e, a" Wn l6weree Droared-forbI6 I'M �,X-nw oialle hvWs*Ap!jpnjwed for b1boinlingdation Yes Wb RA, ipmeni iiormvandelst� ill�o fleabilk, acusit-ble, t6i tbw n Insulation MW. -5- 757 -ff-- Alle i let'? wul 14 L� No ��M , , , I � � 1. 1 -1 *4,ROOT/CRTL3WG1SAM 0 0,� No, U :Vig;T:Wol� '0 113' NA [No -Yes, 0 No-- 13 — NA Ansubibn In' conlaawilh thesikerriu ,�U 13 "D No I i(A 0 13 0 104!fme��01406# area as I r . r . to I 6ed at em iremp No .::,NA,. . ..... 'V%400FJ i I SWFRL,!� 0: Y4, 0 'No 0-: WA Taftlation %wilts 7'P7 Ye v 7- 7P7 Nk-.. SsMev.hM*4edate94w,mwoC*otrd veW,.4:mjkini&in nettmerw4enti lotion &me ofeaft iteat, E)v i bled:-. ''0 , , 'y 0 No 13 NK, rukhr visillesad] dicatingproMteptl aptR-Valwe Y�j No NA loose. -al ibiwal-trw nvnuifirztamr�r min imamweight and thicknew 0 13 .0 req�i mment, for the target R -4i I �c - Target R -,,a, Yes,. No NA mquiredmvIlft-i�r,t lu"e- joot). S'Amp4e "PikX equare IgIs a abdurer4s m i n im um feqLJMdihjdCn6,,O�at iimi6,6f inAgIlatiba (Whes) 'Mandraurer's minimum *iivedgelleti 06*6ew (Inebes). Wwmbetb(dawvinm I rtrizbtim­�4iv I nee' I W'A' io hi*new. I f6p,413". n1l Yea C3 40 13 raw dow b noulation bas been in n sit e1bheo I, mquired thick6estailteii of Installation hw;In`iiA16s'M6Qni for fttlln,j�`�fbe i*lation Wbee;nAn , minimu—M R4&deAud Qw*p"fte pawke, Apil 200S RVACSYSTEMS: EqOp Type cec-C iedmt neu, 6 lag e�iwri,. Oblij .-H splif:"Ac4�c6w! man GMS950 03BXX ..0-0 Attk:::1 lc.i i.:i:::..: 0 - .68000 ;'-'..70 �,(pv."bwt pump co .;lsiAil --(044u Goo man.;� .......... .. -�'l 4 o Attib, -.2800 -.1 eymbol: made Oi ow �,jndu&b6tbA=,sftd mifcomnpl ilk ke owlt fa"�Jo M Air 664dit&hir lrdilmic OR Gueral 'M neu, 6 lag e�iwri,. Dit:: 06/112/061.Jl �,(pv."bwt pump co .;lsiAil --(044u Goo man.;� .......... .. -�'l 4 o Attib, -.2800 -.1 eymbol: made Oi ow �,jndu&b6tbA=,sftd mifcomnpl ilk ke owlt fa"�Jo M Air 664dit&hir lrdilmic OR Gueral neu, 6 lag e�iwri,. Dit:: 06/112/061.Jl �pectronj6ll�-,sig6�)�;:: 'W'BU ILD ENO. DMOARTMSJ� HtRS,RATMRA(FlAPP LECAILL) BUILD ING OWA MRAT OCCUPA14CV-. %.i M ai "A Ili i VO: i e F6 ",A*V: 260S INSTALLER COMPLIANCE STATEMENT FOR DUCT LEAKAGE INSTALLER COMPLIANCE STATEMENT The building was: " N'csted at Final V'13 Tested at Rough -in INSTALLER VISUAL INSPECTION AT FINAL CONSTRUCTION STAGE: Remove afleast one'supply andtone return register, and verify that the spaces between the register boot and the interior finishing waillare properly sealed. If the house rough -in duct leakage test was, conducted without an air. handler installed, inspect the connection. points between the air'handler and the%supply and tetumplenums to verify that the connection. points are properly sealed. 5�,:.Inspecuall joints to msure, that nb,c I loth: backedtubber; adhesive duct.tape is used 13�.New;Distributibn system is fully ducted (i.e., does not use building cavities as� plenums or platforms returns in lieu of Q DUCT LEAKAGE:REDUCTION Proceduresforfield verification and diagnosdc lesdng of air distribution s s ems a e a t r va'ilable.iitRACMAppetidixRC4.3 NEW CONSTRUCTION - Date: 06/12/06 Duct Pressurization Test:Results (CFM. @ 25 Pa) Measured 1411F Values— I Enter TestedLeakage Flow in CFM: Wx I pw--A Fan Flow: Calculated'(Nominal: V [—X.:Cooling -� 0 Heating) or;,,,' 0 Measured: 2 If Fan. Flow is Calculatedas 4001ctm/ton,x number of tons or as.'21.7 cfm/(kB(u/hr),.x Heating 1000 Capacity in. Thousands ofBtu/hr output, enter total calculate&1ormcasured fanflow in CFM,hcr4: 3 Pass if Leakage Per,centage:5 6%, for Final.or:5 4% at Rough -in: 0 Pass 11 Fail [1.00x,L (Line # 1) / _(Line # 2)]] ALTERATIONS: Duct Systemand/or HVAC Equipmeytt Change -Out 4 Enter Tested Leakage Flow in C.FM frqm Pre -T60 of Existing ct:Svstem Ph r. to Duct 'PP 0 ............ System Alteratioil and/or Equipmetit ChAnge-Out. Enter Tested Leakage Flow in CFM from Final Test ofNew Duct System or Altcredl.Duct System for Duct System Alteration.and/or Equipment,Change-Out. Enter Reduction in Leakage for Altered Duct System 71-1WE—w— F �4M 6 ___.�Linc # 4) :Minus _(Line #:5)] (Only if Applicable) 7 Enter Tested-LeaklageFlow in CFM to Outside (Only.if Applicable Entire.NewDuct System - Pass if Lcakage�.Perccntage�:!� 6%:11orTinal. 0 Pass 0 Fail 8 , [100 x, 5).1 _____�Line # 2)]] TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or RVAC Equipmentchange- I I - -, - - : I- I "/ v, 9 Pass if Leakage Percentage :� 15% 11:00 x [ . ........ 94JI-inc 4 5) 1 obo— (Line # 2)]] 9.4 (R?arss 0 Fail Pass if Leakagp.10,0utside Percentage 10% IlWx L Lind # 7) (Line # 2))] b;.'Pass b Fail Pass if Leakage Reductiop,Pdrcentage Z� 60% [100 x (_(,Line # 6) (Line # 4)]] 0 Pass 0 Fail and Verification by Smoke Test and Vis�uali Inspection 112 1 Pass if Sealing� of all Accessible Leaks and Verification by Sn16ke7cst and Visual Inspection fflMl O.Pass 0 Fail Pass ifOne,of Lines -W 9 through # 12,pass j@,,;Q I Fx. Pass 0 Fai I *" 0Ijbe undersigned, verify that the above diagnostic test results,,vere performed inconformance with the requirements for compliance credit. 1, the. undersigned, also certify that the newly installed or retrofit Air -Distribution S ygtern Ducts,, Plenums and Fans.;.comply wit I h Mandatory, requir,cments specified in Section 15,0 (m),of the 2005 Building Energy Effic icney standards. Instal ling. Subcontractor (Co. Name)�OR General Contractor (Co. Name)�O.R Owner Gallaghers-Air Signature: Date: 06/12/06 (Electronically si ned Copies to.:,BUI.LDING DEPARTWO, HERS RATER (tF APPLICABLE)BUILDING OWNER AT OCCUPANCY ........... Rewidenl.iul Compt .. idnee Foftfis September 2005 LNSTALLATION CERTIFICATE* (Nige51 sifeAddr;ess P, ermii, I Number "'i65' 65'4"Le-ta'Ji L`n'Y'Oi6v`i I le _tkb596'�_' b6f ERMOSTATIC EXPANSIONMkLVE MY Proeedzv�&S fi?� I fleld,�&irtcali6h oftheipibsfi! q g�x . pq I ty i . on�% . . qNes' 'are- ava-da'ble ii, R,4 CM, Appdnd&�Rl. CF -6R V E.13 REFMG8RANT CHARGE' MEASVREMENT V . erificatioti for , Requ I ired Reff I igerant. Charge and Adequate'Airflow,for. Sp cms� wi thbut, ,Iit,Systen,i�Spzt(�oCobl,ingSyst. T hermostatic,Exnaxigion Valves 'Outdoor Unit Serial* d d J_- - - i J _q pr dtine sh 1.1 A&c!�ss ts . PrOY; e I& .ns ecttQn,.,Th - 66& p Location consist of vi.spl, ve�nficatioa that the. TXV iginstalled. on ;v/ rX,...Yes 0!�No thesystern.and insiallation.of the speci&, eqW*Pment Z El Outdoor Orfit Model, shall"be venfie.d., Cooling Capacity is a P"s Pass Fail CF -6R V E.13 REFMG8RANT CHARGE' MEASVREMENT V . erificatioti for , Requ I ired Reff I igerant. Charge and Adequate'Airflow,for. Sp cms� wi thbut, ,Iit,Systen,i�Spzt(�oCobl,ingSyst. T hermostatic,Exnaxigion Valves 'Outdoor Unit Serial* Location 90um (eyaporator critcring�) air dry�bulb :temperature: (Tketurn., db) Outdoor V . 4it Make OF Outdoor Orfit Model, Cooling Capacity Ev por, t a . ator saturationAern er-A ureje�vaporator, sat) p .:Ww6t Wrielc4lon, bate!of keftiger4pt Gauge Ca I libratiod (mustbe. checked monthlyY Date, of Then-nocouple, Cal ibration (must. be, checked monthly) ig._Ref 'Note: The systerivshoula be in. stalled procedure. MI a A C1. I Jernocratures, Supply'(evaporator leaving) air.. dry;.bu$,temperature (T§upply; db): Target Superheat (from Table RD -2) 90um (eyaporator critcring�) air dry�bulb :temperature: (Tketurn., db) -Actual Superhcai — Target Superheat '(System passes iflbctwcen -5 and +5'Fj OF Return (evapprator. entering) air wctnbu . lb temperature (Treturfij w . b) Ev por, t a . ator saturationAern er-A ureje�vaporator, sat) p suction,fine -temperature �(Tsuction,. dbj OF Condenser (enten'ng)z.air dry-bulbAcraperaturr (Tcondenserj db) T Suncr6eat Charfic Method, Calculaii6ns for RefAverant (tharve Actual 'Superheat. — Tsucfion, db — Te'vaporator, sat Target Superheat (from Table RD -2) Target Temperature Split,(from3able RD3) -Actual Superhcai — Target Superheat '(System passes iflbctwcen -5 and +5'Fj OF T6mpera-tare Split'MethodCalculatibos for Adequate Airflowz 'Snlir,ui�thnd CrIlM11,71inn hz:nrjt noop.tvary if Adrounip. Aipflow crodit:is tiikotz Actual Tempeniture Split = T return, db Tsupply, db F Target Temperature Split,(from3able RD3) Actual TemperiftireSplit Tatget.Tem.perature Solit '(Systm passesif between - 3TIand +3F or, upon remeasurement, ifbCtWCCD -3'F and 400Tj Raideifl i C6MP!idh&e F6Ai?iY- Idix, RD2. Womstartiing this BUTTE COUNTY .0 DEPARTMENT OF DEVELOPMENT SERVICES 0 0. BUILDING'PtkMI'Ti '0 24 HOUR INSPECTION #- (530) 538-7636 (OROVILLE) (536) 891-�8'34 (CHICO) a OFFICE #: (530) 538-7541 d N PERMITS BECOME NULL AND VOID i YEAR FROM THE.bATE OFASSUANCE, OR IF.WOR . K -IS -DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICEkSED�ONTRACTORSDECLAkATION 1he' I hereby affirm under penalty of' perjury that I am licensed -urider pr.v' provisions of Chapter 9 (6ommencing with Section 700 . 0) of Division 3 of r _,Is$_Ued,Dat,e: 05/17/2006- ��APN: 030430!-008-000 the E the Business and Professions!Code,.and my!icense is,in.full force and z effect License ss, Wo Sft,Address: '1650 LETA LN O�RO Map index:'. - Date: Contractor: 0_0 Description:, REOLACE HVAC AND REDUCT OWNER-BUILDE ' R DECLARATION I -hereby affirm under penalty'6f' perjury. that I am e�xempt from, the Contractors' State License'Law,for the following reason (Sec. 7031.5 Business and Professions Code:, Any city or county which requires a WA�LkER, DONALD AND DENA OWner:,', permit to construct, alter, improve, demolish ci�,repair any stru cture,- prior 'f6r'such to its issuance, also requires the applicant permit,to file, a signed statement that he or she is licensed pursuant to,the provisions of 6591� LETAc LN ffie Contractor's State License Law (Chapter 9 commencing with Section 700) of Division,3 of the,Business and Professions Code),or*that he or' ORQV.LLE1 C she is exempt therefrom ind the basis for,the alleged "exemption. Any, .05966, Violation of Section .7031.5 by any applicant for -a permit subjects the . appli.cant to a civil penaliy of not mdr6 than fi4hundred, dollars ($500).): - 1, 'as owner of the pr6p'erty, or my employees with wages as,th eir. sole compensation, -will do the work, and the structure -is not' intended or offered for sale (Sec. 7044, Business and Professions 'Code: T�e Contractors'. State License La w does not apply to an; owner6f - property who builds or improves thereon, and who dc'es ,,Applicant: GALLAGHER'S HEATING & AIR such work himse ' If or herself or through his, or her own employees, PO BOX 35 provided that such, improvements are noVintended or offered for sale.7 If however: th6 building or improvements are sold within one' year of completion, the owner -builder' will have the burden of -improve LOS,MOLINAS,,CA 96055, proving that he or she'did not.'build or f6r,the purpose of 800-892-3556 sale.). CD �, as owner, of'. the- property, ir� exclusively contracting with i6ihs"ed -contra6tors,to , 6cinstruct the project (Sec. 7044, Business and Professions C66e.�'The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contracto�:,.GALLAGHER'S and who contracts for such projects with.a. ed' contractor(s) licens HEATING & AIR, pursui�iht to the"'Contraictors"State License Law.). PO BOX 35, El I am Exempt under Article 3 ofthe Busi ness and Professions Code LOS'MOLINAs, cA 96055 Date� Owner: 800-892-3556 - WORKERS' COMPENSATION DECLARATION I hereby affir - ni under penalty oi pe-rjury one of the following.declarations: License #: 777334 P I have and will maintain a certificate. of consent to self -insure for' work ' ers' compprisafion, as',provided for by Section 3700 of the .Labor"Code,-for the performance of the work for,which*this permit is issued: 1,.have �nd �ill mai6tain,workdrs' corrip.ensaticifi insurance, as Architec . t: required by Section 3700 the Labor Code, for. the I performance of. Engineee,- the work for which this"p6rmit is'iss6ed. My work&rs' compensation insurance carrier and p6liCy,number'are-'- - 'Carrier: Total Square Ft:�' 0, S.F. Valuation: $0.00 Policy 001113 S, C1 I certify that in the performanc I e of the work for which this permit is Census Codiii:' issued, I shall not employ any pers'on in any manner so as to become subject to the workers' compensation laws of Califomia, jand agree that if I should become. subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall. forthwith comply with those provisions. Date: o, Applica 9'r WARNI Failure 'ecurp workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to, the. cost COMP of� ensation, damages -as provided for in,Section 3706 of.the Labor code, interest, and attorney's fees S6 CONSTRUCTION LENDING AGENCY -This permit is(herebyVsued under the applicable provisions of the Butte County Codd and/or 1. hereby affirm that there is a construction lending agency for the a�bove for,whi , ch fees have been paid: Resolutiogcf� performance of the work for which this permit is issued (Sec,3097 Civ.) �ciaf Name: By:_ Date: J PERMIT EXPIRES N (Date) Address: 0, 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, arid 25534 of i he California Health and Safety Code, which reg6late the storage,� handling and use.of hazardous materials. E1, Nodficatior�ln accordance w,ith-Se,ction,-i9827.5'oiC�lifomia Health & S�afpty Code is.not app icable to the sc,hedul.6d Gonstruiction ofthis project.. El Attached are copies of the required E.P.k. notification forms. I hereby certify that'.1 have read this� application, that the above information is correct, and that I am the-owner,'or the d�uly authorrized agent of the:owher. I agree to comply with r all county and state laws retAng,to building construction. I acknowledge if is''unlawful to alter the substance of any officiallorm Of do�umdntof,Butte County. fliereby� authorize represe6tafives of Butt& County to, enter upon the above mentioned property for inspection ses. DffW Print zime: 9 re�" Si �atu Date: 0 1111 C ctor 0 Owner ontrii' gent for Contrac or, El Agent for Owner' idA B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY 0 DEPARtME I�TOV DEVELOPMENT'SERVICES 0 A.Bb, I ; LDING PERM�IT �PPL ICAT . ION 0 0 0 0 0 AND SUBMITTAL REQUIREMENTS. 0 24 HOUR INSPECTIOM: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 0 OFFICE#: (530)538-7541: A -FEE WILL BE REO&IRED AT TIME OFAiPLICATION - Website: www.buttecounty.net/dds. - "PLEASE PRINT CLEAR_I�Y** OWNER 'Last.Name irst _Nam9111,, r Ley Address La k) -e_ City State �ip Phone Fax E-mail. APPLLCANT SIGNATURE mer lzeuu "m ANA �Iffm For'6ffice use only: CONTRACTOR Name 'I dw Address Ro 1�651_ City. Yes State zip Pho6e I Type Const. . I Fax E-mail Map Book Lic. # I rl r/, 5 3 5w APPLLCANT SIGNATURE mer lzeuu "m ANA �Iffm For'6ffice use only: ARCHITECTIENGINEER, Name 'I dw Address WORKER'S COMPENSATION City Yes State p 'Phone I Type Const. . I Fax E-mail Map Book State License Number APPLLCANT SIGNATURE mer lzeuu "m ANA �Iffm For'6ffice use only: APPLICANTNAME Name w104 'I dw Address. WORKER'S COMPENSATION citx )as 1wn Yes ate /-ff Occ. Phone I Type Const. . I Fax E-mail Map Book APPLLCANT SIGNATURE mer lzeuu "m ANA �Iffm For'6ffice use only: AP# Zoning SRA Flood Zone WORKER'S COMPENSATION SRA Yes No Occ. Name I Type Const. . I Subdivision Name Map Book Page Lot # Date Approved: OVER FOR SUBMITTAL REQUIREMEN.TS K:\FORMS\BUILDING FORMS\BldgAppISubRqmts.doc Page 1 of 2 PERMIt NO. BP BIN # LOCATION AP# roperty- ddress- 5!? Lal� e SRA Cross'Street 67 ra,17 Vif -.1 WORKER'S COMPENSATION Policy Number M Carrier SW IC, hAlnA If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: n 1n0,P_ 14VP 6nd u. Sq. Footage El Structure Built without Permits El Proposed Change of OccupanCyr (Note previous use): EXPIRATION OF APPLICATION Applications for which � permit has not been issued will expire one year after the date of application. In order to renew action on an application after expir�tion, a.*n&w application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the' permit �nd no cons1truction work has been done. Fifirg fees, plan check fees f6r. work plan checked and other department costs are not refundable. . . I k!��,ive d b� y�.:) Amount: SRA Re4ceiip,, Sheriff SMIP .Dat . Other Total KtV Z-Z4-Ub SUBMITTAL & PERMIT REQUIREMENTS The following drawings -and specifications must be submitted to the Building Divisiod-iiTorder to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. El 1. Site plans,.3 or 4 sets, signed by the preparer of the plans. No graph paper! 0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. R 3. Engineered truss details and layouts in duplicate (if required). No faxes! El 4. Energy compliance design and supporting documentation in duplicate. 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. El 6. Manufactured homes: (A) installation inst,, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. . 0 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be -stamped and wet -signed by the engineer. 0 8. Flood Elevation Certificate, wet -:stamped and signed, in duplicate (if required). 0 9. Site plan and business license approval from the City of Biggs. r-1 10. Letter of intent for non-residential buildings. EJ 11. Detached Accessory Building Form filled out by the owner (if required). El 12. Hazardous Material Form (for C6mthercial Buildings only). Remaining items needed to issue th e permit. Additional items may be I required afteir Plan Check and Planning review (May require additional plan review upon receipt of the following items.) 0 1 . Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). 0 2. Impact Fees. r_1 3. California Department of Forestry plan approval (if required). El 4. NPDES Form. 0 5. Encroachment Permit for driveway from the 'Public Works Dept. (construction approval prior to occupancy). El 6. Contractor's license information. (Number, Name Style, Classification). M 7. Worker's Compensation Carrier and �olicy Number. 0 8. Owner -Builder Verification (if required).. 0 9. Letter of Signature authorization (if required). M 10. Recorded copy of Agricultural Acknowledgment Statement. R 11. El Grant Deed, 0 M.H. Title/Statement of Facts. r� 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been iss ued will expire one' year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only,be,made if no construction, work has. been done, Filing. fees, plan check fees for work plan checked and other depaftmenf'costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMSM31dgA0p1SubRqmts.doc Page 2 of 2 REV 2-24-05 NOTES AES16ENTIAL 2 07�43�-0-00�8 030-43-0-00.8 4,-99--0531 —BE PER PAINTER, Dend 1'65Y leta ane,.0roville L f (new above �rou' C nd pool) contr,: PErfecti" po ols on SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature ./=OK ,0 NQt OX Not Applicable MOBILE HOMES MISCELLANEOUS Not,ReaO. Date MOBILE HOME UTILITIES (Plans) OK except WS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1� Zoning Requireme nts-Setbacks- Easements 1. Zoning Requirements -Setbacks- Easements Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel, 3. Sewer; Lor-ation-Test-Fall-C/0-Concrete 3. Decks; Girders and/or Joi sts- Decki ng- B racing- Stairs- Rai Is 4. Water; Location -Test- Easement Needed (Sketch) 4. 'Wood Awn.. Posts- Beams- Rftrs. -Con necto rs 5. Electricity; Location -Clearances- Grnd-/ Shthg:-Frg-Bracing 6. Gas; Location -Test -Wrap;-./ /7 L 'ft. 5. Alum. Awn.; Colu mns-Con nections-S pl ice- Decal- Enclos ur I es P Nal. or /L"ft./ PLPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric' 8. Utility Clearance 8: Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh .10. Roof. Shthg-Roofing Date Card B-1 Date Card B-1 11. Ext.; Steps- Doors- Landings Date Card B.1 Date Card B-1 12. Braced Wall Panels Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Require ments-Setbacks- Easements Date Card B-1 Date Card B-1 2. Footings; Size-Spaci ng- Marriage Li . ne Date Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector Date FINAL (Plans) OK except #'s 4. Electricity; MH Test-Crossovers-Breakers-Clearandes _�tbzj�ks- Easements 'fe 5. Drain; MH -Test- Fal I- Flex Connector _Z�ils; Qpmpaction-Structure Stability 6. Water; MH Test- Reg ulator-Connector Structure, Steel -Connections -Thickness �-01 7. Water and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining 8. Gas and Electricity Tagged 4. Eleic.; Receptacles and Lighting, Distance-GFI 9. Tie Downs -Type -Installation Cert. 5. Elec.; Pool Lighting; 15 Volts-GFI 10. Exits; Insp.-Sketch 6. Elec.,-.F."Sures; Conduit Entrie s-Termi nals- Listed - 11. Cert. of Occupancy 7. ec.; Bonding; Metal w/5'-Circulatirig Equip. -Healer 12. Permanent Foundation Only; License Decal Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Kes-Enclosures-Panelboards- Ins. to Main in Conduit Date CardB-1 Date 9. Health Depa5mn I t Approval Card B-1 Date Card B-1 Date Card:B-1 )10. Plurntl,.�Ir Test -Water Supply Test 11,.eght Niche I Date -7 -1 Date Card B-1 DLte Date - Card B-1 7 A . ............................................ V = OK 0 = Not OK - = Not Applicable * = Not Ready RESIDENTIAL Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1 . Zon i ng- Setbacks- Ease me nis- Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 2. Ftg., Main, Soils-Elec. Grnd.-/ /' Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage� Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection- Draft Slop -Ins. Baffles 4. Ftg., Porches & Decks, Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel- Blockouts-Wrapped Garage Fire Protection Framing 6. Sternwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Head roo m- Rise- R un- Land ing- Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang-Aftic Vents -Rafter Outriggers 9. D.W.V.; Fall- Fitting -Test -2 Way C/0 -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 11, Water Pipe; Test-Ancho rs- Reg u lato r- Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support- Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B_-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection- Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance- Comb, Air -Connector - In Garage; Above Floor- D ucts- Mech. Protection 19. DW.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20, Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches a t,Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V, in Garage, Above Floor-Mech. Protection 26. Romex Instafled Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / ga. Cu or A]-A.C. Wire Size / / ga Cu or A] Guard Rails & Deck Co nstructio n- Post Caps 30. Range Circle / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes Q No Fc1n. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor Q Yes 32. Equip. Clearances Pane Is- M otors- Mech. Equip. Following InstId.1Drive D Yes F-1 No/Walks 1-j Yes :j Nolplanters Yes No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle- Undo rg round MECHANICAL (Permit) OK except #'s 88. 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow, Size & Grade 91. 38. Furnace -Vent Access -Comb. Air-Relurn Air Vent 115 outlet 92. 39, Attic Access & Platform if Furnace in Attic 93. -to Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces- Plates- Sound 42, Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 'Ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection- Draft Slop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Head roo m- Rise- R un- Land ing- Fire Protection 55. Plywood on Roof Overhang-Aftic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection- Landings 64. Smoke Detector 65. Furnace Vents -clearance- Comb, Air -Connector - In Garage; Above Floor- D ucts- Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance-Hearlh 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V, in Garage, Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Co nstructio n- Post Caps 81. Fc1n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following InstId.1Drive D Yes F-1 No/Walks 1-j Yes :j Nolplanters Yes No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle- Undo rg round 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/0 Grade -HD Approval 93. -to Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPAOTMENT.,OF DEVELOPMENT SERVICES - BUILDING DIVISION n, -(530) 538-754-1 County Center Drive - Oroville, Califor'ia .959,65 0 Telephone PERMIT NO; APPL I ICA' ""AND: ERMIT' (Rev. 1'2/96) T_ I ON - ­ _P_ AS91�SS'OR PARCEL NUMBER 030 -430 -MB ZONING AR BUILDING PER I MIT OWNER PAINTER,.DENA TELEPHONE 534 -5475 - SQ.'FT.'- OCC. BUILDING VALUATION .2500 'CON rR. 2,500.00 OWNERS MAJUNG ADDRESS 1659. LETA OROVILLE, CA: CONTRACTORS UWE P �SPAS ,ERFECrION POOLS.3� TELEPHONE 895-0437, CONTRACTORS MAILING ADDRESS ...--897 E. 20TH STRM,,,CHICO, CA 95928 CONSTRUCTION LENDER Fireplace, LENDERS MAILING -ADDRESS Valuation Is -2.500.00 ARCHITECT OR ENGINEER LICENSE NO. —Total Filing Fee $ 20.00 Permit Fee. $ AMA( ARCHITECT OR ENGINEERS MAk!,NG ADDRESS Plan Che�king Fee BUILDINGADDRESS I - LETER LAW,6�0,ROVILU 6W Energy Plan Checking Fee PERMIT FEE L OT NO. BDrVtSIONS NAM P?k5CEL MAP PLUMBING PERMIT Fili6gree 20.00 * U EOFSTRUCTURE SF 0 9uplex 0, Mobilehome 0 Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 water heater or vent 15.00 ;'T�YPE OF WORK New-[]'. Addition 0 Remodel. 0,- Utilities 0 Installation 0 Other 13 L4 -'swilwNg POOL Describe Work:1: A, TO*BE WTEM Gas piping systaml - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I -G W @20 .00, PERMIT FEE ELECTRICAL PERMIT. Filing Fee .20.00 OR Main Service OR '.'s. 23. 00 ',LIC,ENSEb CONTRACTOR'S DECLARATION I hereby affirm'under.l:renalty'of perjury that I am licensed under provisions of Chapter 9.(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fbll force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalt I y of perjury that I aryi exempt from the Contractors License Law,for the following reason:, ,. . I I . , 0 -1, as owner of the property, or my employees withwages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1,.as owner of the property, am e . xclusively contracting with licensei contractors to construct the project. 0 1 am exempt under Sec. Business and Professions' Code for this reason VORKERS' COMPENSATION DECLARATION 1. h*.eby affirm under 'penalty of perjury,onel-of the following declarations: [Y I have -and, will maintain a certificate of consent to self -insure for workers' Corn . pensation,, as -provided for . by- section 370.0 of the. Labor Code, for the )erforrpanc I e of, the work4or which this permit Is Issued. �_l I, a4e and,will maintain workers' compensation insurance, as required by Section Iiihi 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers''compensation insurance carrier and policy.number are: ..Carrier il,A I C Olvi,� Rol - Icy Nuifibe , r i I e - 4ty^t Q �J. *!i— (The above sections need not be.completed If the permit is for work of a valuation of one,hundred dollars ($100) or less.) 0 1 certify that in the perf rmance of the work for 'which this permit is issued, I shall 0 not employ any.p@rson In �any manner so 'as to become sub ect, to workers' i :`N�q compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X zl& Date 2 Signature 5VAppli'cant* w 1: )ntractor .. 0 Agent - An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stor I ies in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLMBOCCUP. Q� OR ADDNS. .. & ACC. MS. 3.50sFT. N.. R` ",..T =,',0cyT,,rrS @7.56 OWW C, 4 G'S. O=L Ex. Occup. ( OUTLET OR FvTURES 20 (9 1.00 BAL @ .50 Ex. Occbp. ( mEDAP(PLN"s,6.)0E., 5.'00 . Te�nporary Service -23.00 Mobile Home Facilities 20.001 Misc. Wiring 23.001 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00, Heating. Cooling' Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ 4 Occ CONST. TYPE TOTALFE E$ 4 –tr-11 1. KAz_ I D: FEES Fppb 1. CDF I PARCEL This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have ByAvftfv"114�0 PERMIT EXPIRES ON '. - ­ t. I � the applicable provisions Resolutions to do work been paid. Date 'rholnl<7, 7 x6.tq) f ReceiptNo. 2" 504 17179 1 1>/ - 12- '�Sl q1_4VZ if f ' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR / GOLDEN ROD -APPLICANT I L kN D 0- F N X.T.:U R A -A W: E, A` L' �H A N�.,b-, B.-C,A U TY' J, BUILDING DIVISION SERVICES'. bEPARTMEkT OF-DEVELOPMENi TY CENTER DRIVE - OROVILLE' CALIFORNIA 95965-3397 -7 COLIN. TELEPHONE: (530) 538-7541 �.FAX: (530) 538721,40 �APRIL. :20bd� PERFECTION, POOLS —0531 DENA PAINTER.. RE: Building Permii # 99 897 EAST 20TH STREET 5/ZO/00' Expiration Dat CHICO,CA 95928 A.P; # above. With reference to the above subject,'our recorids indicate that your building permit expires on the date and your permit falls into one of the categories marked below: Permit work started, but'not completed... -Permit may, be renewed for 1/2 the original building -permit fee (plus a $20.00* filingfee). The renew' al" permit will extend the building permit for an additional year from the original',ek'irad p on date. 'Should you not �enewyour permit within 30 days of the eipirationdate', all work must, cease until. anew building permit has been issued. For' your convenience, we are enclosing a renewal application form and owner -builder form to be.' .complet:dd.'�nd'.-iiifi�d--.-by,: You where indicated and returned to this'office, together with,thefee rm sh6Wh'. Pldase'ret'u'm�a'll*'-co'-"pie'§,of the application fo are required to verify code HxfI,;,No �,ihspections -have"been. made on permit work,. Inspections c fl We are tifiable-t6renew a peirmit where the work. has not been started and inspected omp iance. Orior to permit expiration'. After expiration of,your permit, no work may be started until anew permit -has been issued.. A final inspecti6n'has. not been- made on permit work. Final inspection approval. is required before occupancy. . Our.he'ld inspector has verified-#�f the building is occupied. Occupancy % Must cease..until -a fulp'l, inspection can be made and,final-.appro�al given.'. You have 30 days to s V61untarily, eeiis6 occupancy or to present, an acceptable plan for abatement or, corrective. action -by you' to be taken. the �jf-6ur teco or ou y ti�, ave,any please contact 'ids'� are' in! &rr oish Id' '0­�" fl, concerning this matter, ques ions, ffli e." QRQVTT TY 0 c or. yourl,p'�ompt atten ion concerning this matter. Thi� you f t* Yours very,truly,. Mi el C Vkira, C.B.O" .MCV:aW r' u ..Aftachment]s"_ Manage , B ilding Inspection 4Micel C 4Vi r a, 'C. B.XO.: 'Chico Offibe ---14'69*,Hilifiboldt'Rdl891-2751 Paradise Office - 747 Elliott Rd/872-6307 COUNTY OF) BUTTE, -'DEPARTMENT 6F'DEVELOPMENT SERVICES - BUILDING DIVISION 7 CoUht� Pe'riterDrive Oroville, baWornia,'95965 * iTe1ephOne:,(530) �38717541 PERMIT NO. (Rev. 12/96) APPLICATIONANDPE RMIT_ r7 4 ", #-7 ASSESSOR PARCEL NUMB . ER� 03,0-430-008 ZONING BUILDING PERMIT BWA SO- FT- OCC-BUILDING VALUATION �O RIESS JL0 WD LN09 CA 49� R'S NAME TELEPHONE CONTRACTORS MAJUNG ADDRESS cousTRucnON LENDER Fire I.. A itwo LENDERS MAILING ADDRESS Total Valuation $ 1 Ow ARCHITECT OR ENGINEER LICENSE No. Filing Fee 20.00 Permit Fee s 35,00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ ADDRESS I& , 0=1= Energy Plan Checking Fee $ $ PERMIT FEE $ -W -LOTNO. SUBDIVISIONS NAME PARCEL:MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF [r, Duplex 0 Mobilehome 0 Other SPECIFY 1� Each Trap 7.00 or heat pump water heater 23.00 —solar Water piping., 15.00 �Each gas -water heater or vent, 15.00 T.,YPE,OF WORK New 0 Addition.0 Remodel. 0 (iifties`E3,-,4nsta9ation 13 Other.T0. ic Describe. Work: Gas piping system 1 5 outlets 15.00 Building -sewer 5.00 Mobile Home I S I GI W1 1 (jP20.00 PERMIT FEE $ ELECTRICAL PERMIT Flllng'Fee 20.00 800V OR LE S Win Service SS 23.00 200A OR LES LICENSED CONTRACTOR'S. DECLARATION I hereby 'affirm' under penalty of perjury that I am licensed under provisions �of Chapter 9 (commencing With Section 7000)'of, Division 3 of the Business and -Profeisions Code, and my license is in full force and effect License' Class Lic. No. OWNER -BUILDER DECLARATION 1 1 I hereby affirm under penalty of perjury that I am exempt from the Contractors. License Law for the following reason: '9 1, asownerof theproperty, or my employees with wages as their sole compensation, , -% will do the work, and the structure is not Intended or offered for saie. 0 1. as owner of the property, am exclusively contracting with ficense�Lcontractors to construct the project. . I 0 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DW so W Doc OR ADDNS. EILDSUP- 3.50FT. = CONST MULTI-OUTLE7 4.RESID. BRANCH CIRCUITS 97.50 POWER APPARATUS & SINGLE OUTLET AL Ex. Occu ourLET OR FIXTURES SOL .50� MD.APPLNS OR. Ex. Occup.. E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby. affirm tinder penalty of perjury one of the following declarations:� 0 1 ' have and will maintain a certificate of con, sent to self-insure�lfor workers' compensation,.as provided for by section 3700 of the Labor Code; for the performance of the work -for which this permit Is Issued. [3 1 have and will maintain worIkers"compensation Insurance, as required by Section 3700ofthe Labor Code, for the performihce'of work for which this peimit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the i5eirrift Is for work of a valuation % 1 of one hundred dollars ($100) or;less.) I cartify that In this performhnce of the woik for w- hicli this permit is Issued, I shall not employ any person In'any manner'so- as: to become subject to -workers' compensation laws of California,* and agree thai If I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f rth ith cotriply with th I I X:��®r, w oseqp.,ov sons. ...... S _gK ic e A Date ign ure of AVplicant 0 Owner EJ Contractor 0 Agent An OSHA permit Is required for excavation s,over 60" deep and demolition or construction of structures over 3 stories in hei ht'--- Filing Fee MECHANICAL PERMIT 20.00 Heating Cc;bling ­H�od 6.to —VentilatIon PERMIT Fit $ Mobile Home Installation Fee $ —'Energy Inspection Fee,' $ occ N : CONST. 7PE :, TOTAL FEE$ 55.OD �FEES ' IMP FLOOD CDF PARCEL, This permit ls,heirebyi,issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indlUated abo4'for W I hich f4es have been paid. B y Aw 't PERMIT EXPIRES ON J �51 1,9 ReceiptNo. -6 14 —1 L� K 4& 55;-- WHITE-D.D.S.-B.D. CANAR`Y:AS8ES.P_0R__ PINK -INSPECTOR GOLDEN ROD -APPLICANT �_,A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7. County Center Drive .* Oroville, balif6rnlia 95965 * Telephone (530) 538-7541 PERMIT NO. -IT �q (Rev. 12/96) APPLICATI NANDPERM — In , !I ASSESSOR PARCEL NUMBER 030_Z�30_003 ZONING BUILDINGPERMIT �'f4 2!�4 7 SQ. FT. OCC. BUILDING VALUATION 54. MAJUNG ADDRESS LM LN.2-OROVI=-, CA 95965 CONTRACTORS NAME Owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 5W LENDERS MAJUNG ADDRESS Valuation $ 1 _L)U0 ARCHITECT OR ENGINEER LICENSE NO. —Total Filing Fee $ 20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1659 LN., OROV= Energy Plan Checking Fee $ $ PERMIT FEE 55.00 LOT NO. SUBDIVISIONS UWE PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF EX Duplex 0 Mobilehome 0 Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK - New 0 � Addition 0 Remodel 0 Utilities 0. Installation 0 Other M Describe Work: �KIODSTOVE Gasi, piping system I - 5 outlets 15.00 Building sewer 15.00 Home ISI GI W1 020.00 —Mobile PERMIT FEE ELECTRICAL PERMIT Filing Fee 20.00 Main Service '. *.v 'o RR ."s 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penatty of perjury that I am exempt from the Contractors License Law for the following reason: 1, as owner of theproperty, ormy employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 0 1, as owner of the property, am exclusively contracting with licensed contractors . to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 11 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. 0 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, forthe performance of workforwhich this permitis Issued. My workers' compensation Insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed . if the permit is for work of a valuation of one hundred dollars ($100) or less.) cerfify that in the performance of the work for which this permit is issued, I shall ,not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compe ton provisions of section 3700 of the Labor Code, I shall f rth ith �co p w h thQse p visions. iomrwn - X Date Sign�Xure of AVplicant - 0 Owner 0 Contractor 0 Agent An OSHA permit is required for excavatio 60'deep and demolition or cons truction of structures over 3 stories in h e Main Service 200A TO 1000A 46.00 NEW CONST. DW= OCCUP. so. OR ADONS. .S. 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. BRANCH CIRCUITS 97.50 psor.m0=1cii, 20 @ i.00 Ex. Occup. OUTLET OR FDMRES aAL @ .50 Ex. Occup. ETS (PRL, I D.) E .%D AP Ns ORA� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Filing Fee 20.00 Heating — Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 55. 00 HAZ I D. FEES IMP I FLOOD CDF PARCEL I PDT;UT-MSUE This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or, Resolutions to do work In ab hich f4es have been paid. B Be y 71 t. I . PERMIT. EXPIRES ON /7 ei% tl rWR=eceiptNO- Z 1!4 -1 q Ift ss�= WHITE-D.D.S.-B.D.. CANARY-ASSEZaOR PINK-INS_f�ECTOR GOLDEN ROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING'DIVISION .7 CoUnty Center Drive 9 Oroville, California 95965 - Telephone (530) 538-7541 PERNT NO. Ray.i2/96) APPLICATION AND. PERMIT 7OLDINGPERMIT 01W4111 SO. FT. OCC. BUILDING VALUATION GOOMINCTOR's VAR" #VOR11W11 o"TwicTmumm ume" MWM *ADFIEBS EFifelace &Y-) Total Valuation 'Appam OR DOMM ucoall "0. Filina Fee 20.00 M04MM Olt Ci 0 9=1 U -M ADORCU Permit Fee Plan Meckina Fee 5 VULOM A"I" Of 4 Plan Checking Fee —Energy PERMIT FEE S/ LOT NO. suawma" Kme INIAP PLUMBING PERMIT Filing Fee 20.00 11 USEOFSTRUCTURE Each Trap 7.00 Solar or heat pump water heater 23.00 SIF 13 Duplex C3 kilobilehome E3 Othw Water piping 15.00 SPOWY Each gas water heater or vent 15.00 TYPE OF WORK Gas piping "tam 5 OUtiets Is - .00 New C3 Addition 0 Remodel (3 0 Building sewer 15.00 Describe Work: Mobtle Home S1 G1 W1 Q20.00 PERMIT FEE S ELECTRICAL PERMIT. FUng Fee 20.00 r Main Service 23.001 Main Service 2004 TO 1~ 48.00 OR ADOUL LOW== P. 3.59", I NOWAnto. @7.50 POWV11 APPAPATM a 1*9" oyrty CM Ex; Occup. OUTLEr OR MURES F=O AP". OR Ex. Occup. OUnA-M MESSO.) FA 5.00 Temporary Service 93.00 1&bile Home Facflities .26-00 —Lisc. Wiring '23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20-00 *PERMIT FEE PAIb Heating SPA $ Cooling .SHERIFF $ Hood 6.50 ventilation OTHER. PERMIT FEIE S Abbile Home Installation Fee Energy inspection Fee Is, O= CONST. TYPE TOTAL FEE $ AMOUNT REICEIVEb K&Z 0. no . IMP I A=01 COF FAK& I This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolution$ to do work Indicated above for which fees have been paid. *RECEIPT NUMBER TO BE PUT INTO COMPUTER 'By Date PERMIT EXPIRES ON V' O.B.- I Dear Property Owner - An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner-buildee, you are the responsible party of record on such a permit Building permits are not required to be *signed by property owners unless they are pte'sion,ally performing their own work. If your work is being performed by someone other than yourself, you may, protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. 1 F If you plan to do your own work, with the exception of various trades that you plan to subconuuM you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate &mily and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensatio contributions. 0 There may be financial risks* for'you if you do not carry out these bbligations,"and.these risks are especially serious with respect to worker's compensation msurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific informsdon 'about your obligations under State Law, contact the Department of Benefit Payments and the Division'of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors', are 'allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure a'n'"ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N, Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we, can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. N ly, Nficel C. Vifira, C.B.O. ger. �Build..Z.ng Ulnspe6tion NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. oun 'N A T U�R� A L W E A L T, H A N b' B E A U T*Y� K'N, D� .'0 F BIUILDIN.G DIVISION DEPARTMENT -OF DEVELOPMENT SERVICES,. _7 COUNTY. CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 % -.,TELEPHONE: (530) 5384541 FAX.- (5310) 538-2140. APRIL 25, 2000 YERFECTION.POOLS 'u 99-0531'-( DENA-.PAINTEF �RE:, B ilding, �ermit # �897 EAST 20TH'STREET- 5/20/00 Expiration, Dat CHICO..CA 95928 SO -43-0-008 A.P. # o' b' our-reco'ds indicate'thavy'our-buildi oermit.expires on the above With'reference:t' the above.su 9 . I I ject w date 'and"* -'p�rxnit falls" into, one'of thecategofies.marked belo your, s arfed,' -Permi may be r ne 'd fo r I t Permit work t b ut . not, c o mp I eted. e we 2 )he original'building.' permi t fee -(plus 'a $20.00 filing fee). The r6eN�ral permit will extend the bui Iding permit for an 'from ih flon dAte� additional yeap e original expira i. Should you not renew your permit within 30 days of the expiration date, all Work must cease until a new building permit has been issued. For. owner -builder, form to be your convenience, we are enclosing a, renewal 'Application. form And c mpleted and� igned by you, where indicated'and returned to this office together with the fee 0 S shown. Please return all copies of the' application form. bi n permit work., Inspections XX No inspections have be6fi made are required to verify code compliance.. -We areunable to renew a p6rmit'W' herethe work has not been started and inspected prior to permit expiraii6n. After `eipiration,,6f 'your, permit, no work.. may be started until a new p ermit has been,issued,., inspection approval is required final Jnspecti,on,has not been, made, on permit, work. Tinal ied.that the building, is occupied. Occupancy before occdoancy� Our'field inspector has verif ,.Jj.jUst.cease until a final inspection can be made.and.final Approval given. You have 30 day.s. to oluntarily cease occupancy, or to present an acceptable. plan.for abatement or corrective actions .,to be taken by, you. if .-our records are in error -or should you have,any questions concerning this matter, please contact the OROVTT,T'.F 9 -,Thaftk you -for, your.prompt� attentiori,,,concernihg this', matter.-' :yours very truly,, M i c I C. B'O' MCV:Ahb�" - 'Man ger, 13 t Attichm6nts a Ins.pec ion e V iral C. C o"Offic �n2751 .-Paradise Office 2747 Elliott Rd/872-6307. hic il 6 - 1460 Humboldt Rd/891 ,, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - B ILDING ISION C---). .. _G1* ;; . , 11 1 7 County Center Drive Oroville, California 95965 9 Telephone (530) %53 55�,� PfBMIT NO. (Rev. 12/96) APP - LICATIONAND-PER"MIT ASSESSOR PARCEL NUMBER 030-430-008 ZONING AR AiLbKGPERMIT OWNER PAINTER, DENA TELEPHONE 534-5475 SO. FT. OCC. BUILDING VALUATION 2500 CONTR. — 2,500.00 OWNEWS MAILING ADDRESS 1659 LETA, OROVILLE, CA CONTRACTOR'S NAME PERFECTION POOLS & SPAS TELEPHONE 895-0437 CONTRACTOWS MAJUN3 ADDRESS 897 E. 20TH STREET, CHICO, CA 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation 2,500.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee Plan Checking Fee JWa, $ - XX54.0( ARCHITECT OR ENGINEERS MAILING ADDRESS BULDINGADDRESS 1659 LETER LANE, OROVILLE Energy Plan Checking Fee PERMIT FEE LOT NO.,� SUBDrVIStOWS NAME CEL MAP / r PLUMBING PERMIT Fili-ng 'ree 20.00 USEOFSTRUCTURE SF 0 Duplex 0 Mobilehome 0 Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New 0 Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0 Describe Work: A.G. SWIMMING POOL TO BE MASTERED Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE PERMIT Filing Fee 20.00 —ELECTRICAL Main Service ".v .R : S 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000). of Division 3 of the Business and Professions Code, and my license is i full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DW= OCCUP. OR ADDNS. so. 3.50FT. NEW CONST. NOWRESID. @7.50 PSOr APMUS .0 C'. Ex. Occup. OUTLET OR FixTURES 20 @ 1.00 BAL @ .50 R Ex. Occup. —E' A 7, 'N 6 -i"EA.-L 1 5.00 500 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 2500 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 0 1 h'a've and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the pefformance of the work for which this permit is Issued. GY1 have and will maintain workers' compensation Insurance, as required by Section 3700of the Labor Code, for the performance of work for which this permit is issued. My workers' compe%ation insurance carrier and policy number are: Carrier 0 4 1 L- vMR Policy Number 44 (The above sections need not be completea if the permit Is for work of a valuation of one hundred dollars ($100) or less.) 0 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo r1h .��p comply with those provisions. loe2 X Date 7 Signature Oppli-cant'- 0 gent An OSHA permit is required for excavations over 5'0"deep and demolition or construction of structures over 3 stories in height. /J /1 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FErE $ J 4 - 0. FW CDF ell PV,,gL 1�111) 1 -14 - V This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By k_.) PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Dat o 7, �? at.) ReceiptNo. 2 6 4 5 0 4 1`0112- CS1 6��2- 1 f WHITE-D.D.S.-B.D. CANARY-ArESSOR PWINSPECTOR / . GOLDEN ROD -APPLICANT .;'.COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES% IVISION BUILDING D 7 County Center -Drive, q, Orovi,11e, Califo 9: T phori rhia 95965 - We e (530)"5q�- PERMIT NO, (Rev. 12t6�) APP Ll CATI ON AN D 'PER A9SC98ORPAF4&NUM5M;1, - WNW BUILDING PERMIT r . .... _T: ec -�7 TV-EPHOkE -s;21 757 SO. FT -OCC... BUILDING. VALUAT,*N;� OWNIVIV 'MOUUNG AD010=11, c,, -7 CONTPAUM". _e TELEPHoma CONTP.4cmFile�MM.M ADOM gq 7 11-14' J. CONSTRUCrION LOMER LIPADEWS MAWNG ADDRESS Fireplace Total Valuation $ ARCHffECT OR EMNM —!OE h1m Filing Fee 20' ARCWMCT OR ENGWEER'S MAJUNG ADOMn —Permit Fee $ Plan Checking Fee BUWNGAMMU 105�1 L o\A-- Lt_ Energy Plan Checking, Fee PERMIT FEE PLUMBING PERMIT Filing Fei 20.00 USEOFSTRUCTURE SF 0 Dup lix 0 Mobilehome 0 Other 8P19CIFY. Each Trap 7.00 Solar or heat pump water heater �23.00 Water piping 15.00 :Each gas . water,heater or vent :15.00 TYPEOF%4ORK Now .6, -Addition 0 Rermdel 0' UUties 0 Installation 0, Other 0 Deb . crib . e Work: =-jk2.­,6 &a�� Gas piping systern i.- 5 outlets 15. -00 Building sower 15.00 Ho me IS I GI W1 1 Q?20.0.0 I - —mobfle . PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00.1. OR = ..MainService 23.00 4, �4' t Recei , pt No. WHITE-D.D.S.-B.D.. SOR -PINK-INSPECTOR GOLOAROD-A PPLICANT MainService 20"T0100" 48.00 Ww C0143f UNSIM so. A AOC. =1P OR ADDNS. FT. NEW vumT. MuQ%= @7.50 NAESID. 200 1.00 Occup� ounE-r oFt Fixnme —Ex. BAL 0 .50 DAP m R 5.2� Ex. Occup oM, 0P.L,,6.j0E,, Temporary Service 23.00 Mobile Home Facilities 20.00 Msc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Filing Fee 20.00 Heating 'Cooling Hood 6.50' —Ventilation �PERMIT'FEt Wbile Home installation Fee Energy Inspection Fee occ co OONST. TYPE IT OTAL FEE $ RAZ a. FEES I IMP I R=0 I COF MAC& P0 Ho SSUE This p4rmit is hereby issued under the ap, cable provisions Of r the Butte County Code and/or Resolutions to do work indicated above for which fees have been pOd. by, Date; _PERMIT EXPIRES ON fA f v a r COUNTYOFBUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILD17VG DIVISION . - .. A� -, 7 COUNTY CENTER DRIVE - OROVELLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PE"IT APPLICA TION DA TA SHEET OWNER: ASSESSOR PARCEL NUMBER: DW,q3�OC9 Proposed Building Use: aawnui�-A ��Building Inspector: Date: _? f i At time of permit application, I Gai ad`vj6idthe following data mLi be VsuL irior to perm -A Fr-oje didg And/or issuance: "s Date Received By 11 1.All iiems have been submitted --------------------------------------------------- 7 ------------------------- 0 2. Plot plans, 3/4 sets, s�kned by the preparer of plans - ----- 7 ---------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans - ----------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 0 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- El 6. Energy Design Compliance and supporting documentation. 0 7. Statement of Intent for Non -Heated and A/C Buildings. ---- 1:18. Hazardou�Material Form - ------------------------------------- 0 9. Manufactured Home data and inAallation ks including Tie Down Specifications ------------------- f ---------------------------- dot �_ tmpacot fees as shown on the attached schedule - -------------------- I 0 12. California Department of Forestry plan approval/fees - --------------- I -------------- 0 13.. -'Flood elevation certificate - ---------------------------------------------- -------------- NbU 4. Sanitation and plot plan approval -I M . Health Department - ---------------- ur 0 15. City of Chico plumbing permit --------------------------------------------------------- 0 16. Plot plan and business license approval fron. te City of Biggs - ---------------------- 7. Planning approval for (A) Use: K *"'*'.* (B) Parking: El 18. Contact Land Development about El Improvements, 0 Drainage, El Legal Parcel. El 1, 9. Encroachment Permit for driveway (construction approval prior to occupancy). -- 020. Pre -inspection for requind Request to Building Inspector on ��421 Contractor's license information. (Number, Name Style, Classification) - ------------------------------------ 2. Workers' Compensation carrier and policy number - ----------------------------------------- 7 ----------------- 023. Owner -Builder Verification (Given to owner 11, Mailed to owner 0) - -------------------------------------- El 24. Letter of signature authorization - -------------------------------------------------------------------------------- E125. Recorded copy of Agricultural Acknowledgment Statement - -------------------------------------------------- 1] 26. Letter of intent on building use - ----------------------------------------------------------------------------------- E127. Manufactured Home utility clearance ----------------------------------------------------------------------------- E128 Existing violations and/or expired permits - --------------------------------------------------------------------- 0 43 3 A, 0 Grant Deed, 0 M Title 0 Check to H. C.D $ - --------------- Other: /- �j- -F�p -7----' (Date) When you issue �koermit, process llows 11 Mail to owner, E]Maillt tractor. Telephone 043 �`o and hold for pickup at f>ou office. 0 Deliver with inspector. Applicant: :1,icant_. Copy of Haz-Mat form sent 0 Health Department, 0 Fire Department on Date: by: Copy of plans sent 0 Health Department, 13 Fire Department 0 0 Date: By. 1. Index permit application for the above items numbered: C3 Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data tY13-�e, 6-m—ad, 0 Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by 11 phone, 11 mail, 0 Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by 0 phone, 0 mail, 0 Bat �* D . . . t b Date: I, i7ion com ,per, y Plans reviewed by: Date: Plans approved by: Date.. Sets of plans on hold in 0 Plan Cabinet o A.P. folder. Note tratisfer by: Date: Yellow Copy - Department of Development Services, Building Division. "41 APN:, 030-430-008 Plancheck Comments Painter loo Page. G-2 of the 48" Round Doughboy calculations, refer to a co apse safety fa r tto of L7 -.as: recommended in* the Xmerican Natio al Standard for. Above' m!n1mum n a, d.. Residential Swimming'- Pool s h Gro'un oWever, ca cu J,do­n',p'age 2 1'. computese. a, 3 for Mres/Munfold value. Please rovide clarification Safety Factor of . 1: p Page 2-1 of the Doughboy -Compac Suppdq,-'Oval -Pool refers to,a value,of Qh =P*h/3*a. Ple.ase� descrlbe� the" mechanics of the, equation, and explain. 'why Qh and Rh 'are separated, Ven -though fly' transfers the force along the 4 e. -.the bracket actua bolts. 3. Page 2-2 of the Doughboy Compac Support Oval Pool refers to a safety factor for ee I above), please ek' lain. Is the overturning of about 1.4 (< 1.7 required, s p excess , moment intended to:be resisted by soil bearing at the.CMU. block. Please note that the,force exerted on the soil will never be less than "W! =26 1 k as shown on page 2- 1. The value of the-- overturning, on the- bracket only shifts the line of action of,the force.however the value' used to compute soil. bearing was only 1.49' kips, please clarify. Additionally. to compute soil bearing pressure using a simple P/A approach, the line of action, of the applied foec6 must:,be in the centeeof the footing, with no a 'plied moment. p Page,2-4 of the Doughboy. Compac Support Oval Pool. refers to a safety factor for. overturning of less than I for the Beam, please explain. Post -if Fax'Note 7671 FaT��-25. jej #of 1pages TOKE1714 14,49PY From". vlr=12A Co./Dept. Co. Phone # 47/6 7 29 - 7 Phone# �ax # 4?/(o _7 1 (0 F. # 59 0' HOFFINGER, INDUSTRIES 48" 'DOUGHBOY ROUND POOL The.efigineers stamping the calculations for -the-, particular state are a member of our department, were involved'with the structural design, and -thoroughly reviewed..the final package for conformance with the applicable codes:in that state. By:. Vick Gardezi -Hoffinger Industries 40-471 -M Chkd: .48" 'DOUGHBOY ROUND.` POOL Sep..1998 ASSUMPTIONS & CRITERIA CODE The National Pools & 'Spa 'Institute code, The Amedcan' Na.tional Standard for Abo've-ground Residential Swimming Pools, hgs� only: one section (4. 1A) on the structural requirements. * The only mention is a minimum factor of safety of 1.7 against the yield strength. There � is no indication, of. load factor, resistance factor, compression or. shear strength, or the type �of analysis -7 elastic or plastic. The three major building codes, BOCA, and SBP are silent on the structural requirements for residential pools. ANALYSIS We computed the forces without any load factors. The: nominal strength of the elements. was computed per the UBC Cold Formed Steel section,- adapted from the AISI specifications. The ratio of the two yields a factor -.of safety..against Ocollapse'. The 'attempt is made to'keep this ratio higher than 1.7. - The design of miscellaneous attachments, viz: stairs, railings, etc. is not within the scope of these calculations. The. supplier of such items is to certify any relevant and applicable code compliance.: GRAVITY The pool is analyzed for gravity loads only. The weight of the pool structure compared to the water inside is negligible and therefore ignored. FROST HEAVE Frost could potentially create minor differential: settlement and/or heave. Such movement of the base of the pool is considered not to cause.any structural damage.' CORROSION -The design does not include any corrosion. allowance. All elements are galvanized. WIND Based on engineedng judgement and inspection, the. wind force will not govern for the design of the support structure. Therefore, a detailed analysis is not carried out - SEISMIC The structureis not designed to resist seismic forces. Wis assumed that if the structure were to mcollapse" under the full seismic forces, the failure would, not pose anythreat to, life safety, in typical use. For the non -typical. case,. in a;high seismic region, where a collapse' could threaten'life safety, or if required by the building official to account for the seismic forces, for issuance of the permit, the design shall be submitted back to the designer (Walk,Haydel) for checking and modification -as necessary. SPECIAL LOADS t For other loads, viz: waves (generated under normal use) �and someone leaning agains' the rails, our engineedng judgement suggests that these loads, are, not cdtical for two reasons: 1) The loads are transient; and 2) The structure has'some overload capacity (reserve capacity after the application of full gravity loads). Walk Haydel 0- 2- General New Orleans BY: VICK GARDEZI HOFFINGER INDUSTRIES 40471 -:.-001' CHKD: DOUGHBOY ROUND 48" POOL SEP. .1998 28'-"0" MAX 17- 0 UJ z > TYP PLAN AND SECTION. WALK HAYDEL 1/4"= 1 NEW ORLEANS PLAN HOFFINGER INDUSTRIES DOU.GHBOY COMPAC SUPPORT OVAL POOL, The engineers stamping, the calculations for t .06 parb.cular,,,state, are -a rnember 'of our'*, department, were involved with the, structural design, and thoroughly reviewed the final package for conformance with the applicable codes- in that sate. UISCIPLINE: CIVIL/STRUCTURAL REV NO. APPROVED BY' REVD BY' C,OMMENTS REV. DATE 0. sms VG 06-05-98 1 sms DRK LATERAL FORCES: RETISTANCE TO SLIDING FACTOR OF SAFETY, PAGES 3-3a - 3-3c. 02-23-99 By: Vick Gardezi Hoffinger Industries 06233-622 Chkd: POUGHBOY COMPAC SUPPORT OVAL POOL June 1998 ASSUMPTIONS/ CRITERIA, MATERIAL SKETCHES Plan,. Section :'Typ Bracket Member Shapes Properties . CALCULATIONS-' 2-1 ... 8 Forces. .,.Overtumingi Soil Bearing Post Beam Bolts Vertical Brace Section Propertie' s MISCELLANEOUS CALCS Pool Wall Pressure Plate Sliding Miscellaneous Connections Walk Ha%ydel New Orleans �GEN By: 'Vick Gardezi Hoffinger Industries 66233-622 Chkd: DOUGHBOY COMPAC SUPPORT OVALPOOL �J(jne 1998 ASSUMPTIONS & CRITERIA CODE As per discussion with vadous building official s*. and review of the three recognized codes, LIBC, BOCA,'.and SBC, apparently there are no direct guidelihes'for structural requirements applicable to the residential pools. Also the National Pools .&'Spa Institute does. not address structural issues. ANALYSIS We computed the forces based on the actual conditions without any load factors. The nominal strength of the elements was then computed without any reduction factors. The two.numbers in compadson will yield an implicit factor of safety against "collapse". The design of miscellaneous attachments, viz: stairs, railings, etc. is not within, the scope Of these calculations. The supplier of such items is to certify any relevant and applicable code compliance. GRAVITY The pool is analyzed for gravity loads only. The weight of the pool structure compared, to the water in side is negligible and therefre ignored. Since the weight of water is Precisely known, no load factors to, account for the uncertainty of the weight are deemed necessary. FROST HEAVE Frost could potentially create minor differential. settlement' and/or heave. Such�'- - movement of the base -of the pool is considered not to cause any structural damage._ WIND Based on engineering judgement and inspection, the wind'force'. will not govern for the design of the support structure. Therefore, a detailed analysis'is not camed out' SEISMIC The seismic forces are not considered in the analysis. This is based on the premise that' if the structure were to "collapse" under the full'seism'ic forces in an earthquake prone region, the failure would not pose any threat to life safety. If required by the building official to account for the seismic forces, for issuance of the permit, the design shall be submitted back to the designer (Walk Haydel Associates) for,, checking and modification as necessary in the particular region. SPECIAL LOADS For other loads, viz: waves *(generated under normal use) and someone leaning against the rails, our engineering judgement suggests that these loads are not cdtical for two reasons: 1) The loads are transient; and 2) The structure has some ovedoad capacity (reserve capacity after the application of full gravity loads). Walk Haydel GEN New Orleans BY: VICK GARDEZI 'HOFFINGER INDUSTRIES DOUGHBOY COMPAC SUPPORT OVAL' POOL 06233-622 CHKb� W I ALL SUPPORT BRACKET JU N.E-1998 4 —0" Typ Lf NQTE-' , -;POOL .SIZES VARY, SMALLEST SHOWN, OTHERS SIMILAR. .10 TYP PLAN '.AND SECTION WALKMAYDEL 1/47 NEw. ORLEANS PLAN BY: VICK GAqDEZI �DIOUGHBCIY . COMPAC SUPPORT 'OVAL P I OOL .06233-622 ­ CHKD:' WA LL SUPPORT BRACKET JUNE.1998 3 00 0 3/8"0 A307 JHRU BOLT u� A 0 CN L4J C\4 LLJ L'i PRESSURE PLATE Ln 0 o D 9" 25" 00 "T.* 7 ;TYP- BRACKET AT 4." — 0 0. C. WALK HAYDEL, 1 1/2"= 1'� -NEW., ORLEANS BRACKET BY:' VICK GARDEZI "HOFFINGER INDUSTRIES DOUGHBOY COMPAC' SUPPORT OVAL POOL 06233-622 CHkD:.- I "WALL SUPPORT BRACKET jUNE 1998 C,4 00 p b 0 P. v0Z R h R 9 25" c. R soil - MODEL'OF BRACKET WALK HAYDEL NEW ORLEANS,- MODEL Py: Vick Gardezi Hoffinger Industries 06233-622 Chkd: DOUGHBoy compAc SUPPORT OVAL POOL June 1998 BRACKET 62.4. pcf, trib 4.0 -ft h 48. in a in b :=�h­ a c 9 -in U .25..in Vol u. h. trib 3 . Vol 33.3�ft, FORCES p y -h- p 250 - psf p -h P.:= P n-trib P 2.00 -kip 2 x 7.0. in y 25. in Z..: -JX2� P -h Qh �Q h 1.33 - ki' p a Q Q,�. Q 4.94 -kip x R. Q.Y. V R 4.75 -kip V. z R -h P, �Q h. R 0. 67 - kip h W :7 -y -vol 2.1 -kip. Walk Haydel, BRACKET.MCD P age t. NeW Orleans By: Vick Gardezi Hoffinger Industries 06233-622 Chkd: DOUGHBOY COMPAC SUPPORT OVAL POOL June 1998 OVERTURNING. Sum moments about the left end of.the beam. h M ot:= P- M ot 2.66 -kft 3 u M rbs W '(C M ot M res 3.73-kft 2) .71-% M res BEARING"' Mres- �ot R sdil R soil 0.59 -kip u C + 2 h P.– (W.' R 'Oil) u s . F 3- .2, F 1.49- kip U A eff 1=.-(8.16.+ 8-3.5). in? CMILI t skid plate F q 1372 - psf A, eff q all 1000-psf as noted in "doughboy" drawings. q n all q 2000 - psf q 69. n q n The sbil-bearing is stated asan allowable pressure. The nominal strength would big considerably higher, at least 2 times., As with the rest of analysis, the nominal strength is used. Walk Haydel page 2 -BRACKET.MCD New Orleans By:'Vick G.ardezi Hoffinger Industries 06233-622 Chkd: DOUGHBOY COMPAC: SUPPORT OVAL POOL -June 1998—, POST Analyze' as c'ld form shape per AISI C3.1 -Check flexure of the cantilever above stiffener.. E":= 29000-ksi. F 50.ksi. Y. Pb Pb P _.trib P b 0.50 -kip 2- b M P'b'— M 4.0 -,kin 3 3. S :=.'.0.359.. in, M S -F y y M 17.9. kin y A :=,3. in 0.502. in 4 1 0.371. in y c L unb b I unb 24 -.in post is.torsionally braced at top, d -I 2 yc. M e E- M 553 -kin e 2 L unb:',' M :;='M 1 �_y n M n 17.8. kin M =22-% 4. M e M n Walk Haydel BRACKET.MCD page 31, New Orleans By: Vick Gardezi Hoffinger Industries 06233-622 Chkd: DOuGHBoy COMPAC'SUPPORT OVAL POOL --June 1998 BEAM F 33. ksi Y U M VV - R Soi 18 M .6 - kin,, ��S 0.547. in, 3 - 2 m S -f n. Y m 18.1 -k in n m 103-% M n BOLT 3/8" M.B. (A307) dia 3 . —.in V V.= 4.94 -kip 2 7c. dia '-A':=, 4 F v 27- ksi LRFD Table j3.2... v 2., (j� F v) nl v 5.9.6 - kip n1 Check bolt bearing F 58.ksi U t 0.057- in v n2 2.(2.4. dia. t. F U) Vn2 5.95- kip v mn n ((V n! V n2)) V n 5.95- kip v 83-% V n..,, Walk Haydel BRACKET.MCD page 4 New Orleans, 7_4 By: Vick Gardezi Hoffinger Industries 06233-622 Chkd: DOUGHBOY COMPAC SUPPORT OVAL POOL June. 1998 BEAM b d X 0.750 0.567, 3.00 .0.115 '0.46 :.'l 270 A 1.274 1 0.410 3.00' 0.115 C-1 0.750 c2 0.750 1 0.547 S2 0.547 VValk, Haydel Associates I section -NewO deans page 1 -SECT-.XLS 13�: Vick Gardezi Hoffinger Industries 06233-62.2 Chkd: DOUGHBOY COMPAC SUPPORT OVAL POOL June 1998 POST X -X -b: d Yc 1.241 1.121 3.00 0.05 0.10 2.90 A 0.502 1 0.631 1.24 0.05 cl 1.241 c2, 1.759 S1 0.508 S2 0.350 POST Y -Y b d Yc 1.500 r 1-175 1.24 0.05,, 0.05 .29 A 0.269 0.371 1.24. 0.05 cl� 1.500, c2 1.500 S1 0.248 S2 0.248'� Walk Fiaydel.Associates Sect page 2 New OrIleans 2-1 By: Vick Gardezi, Hoffinger Industries 06233-622 Chkd: boUGHBOY,COMP.AC SUPPORT OVAL POOL June 1998 VERT. BRACE X -X b d Yc 0.621 r 0.676 1.750 0.057 1.750 0.057. A 0.428 0.195 0.114 2.000 cl 0.621 c2 1.493. 0.314 S2 .0.131 VERT BRACE Y -Y b 'd YC 1.557 r .1.244 2.000 0.057. 0.057 1.250. A 0.428 1 0.662 .0.114 0.500 0.057. 1.250 cl 1.557 c2 1.557 2.000 0.057 SI 0.425 S2 0.425 Walk Haydel Associates section New Orleans page 3 SECT.XLS e'? cunsulting engineersl"J'structural engineering 9a?W FOOTHILLOLVO. CLAREMONT. CA 91'?t 1 (714) 624466 5 7�,j Z_ SUBJECT JOB NO� SHEET NO, OF FOR . ZD CID z/ DATE DESIGNED BY 7 Y 772 �7 7—,-eyle5 LD 7:�­A-2_7 JA// 4- 4, )< xe/ rill c::FAZ,4 C;,:55 7N C-1 7,:E o< C) 6E _!�7:E� :-M v. 4 14e'�v o o,= k44 7 4E)V- /-",4EZ,— T__J� 4 c r. 7;:q C�54-IV 7'1,4 e— c, v :z 2 Je <.1 . v-14 X kee I -1A tw, ASHTON,.VANCE and ASSOCIATESJNC... 'Consulting. engineers structural enginee?ing' 987 W. FOOTHILL BLVD. CLAREMONT, CA 91711 .(714) 624-6665 JOB NO. SUBJECT '4 — SHEET NO. OF FOR DATE DESIGNED BY 47 (4 4-1 L 4� X "o' 4� /�d:!' 4 A— #1 -7,57- 7-0 ;2 -7;�76 -7 A '�171,1 UIN VANi,-t ana A33uuA i t3 I IN U cunsulting enginee, struc.tural e,ngineert.ng 947 W. FOOTHILL BLVD. CLAREMONT, CA 91711 (714) 624-6645 q SUBJECT J013 NO. —'SHEET NO. OF y FOR DATE DESIGNED 8 VZlfv 7-1 C42 re; 4.6 c, .4 /W 'ro, v 7 3)j7(,, 0 _T/ r c -76 2 A; k: eZ k, V 7.ZWSA:�W ce-,4) K,:Z1,S7 A -ev 2� A2 L .2 d12 a'42 -z 'r ,Wv�5& 6c.* i'& 0./-:r -76, A.v //v 171-0.51�62.5?a 9) ="..?L6*34 ('313 00 (j) -r- 131 2 0 0 o -j Ar c;, C.7 0 -is --- -- ----- ------- DATE SUBJECT--- - -------- ----SHEET NO-.-- o -CMD-BY—� DATE t -'--'JOB NO.-; -r47-1 0�� V112C f _74-0 LE _5 ; I -eco -r :Poo 1 FCW C t C^e5 i -77 _.7,,wC7u W bAf6,1 SAP�:;k;7 it j ---no 1! iS� —0/6 -JF. i i i CIT7 I ;All o I it /0, Ic . . w z , & t, yi� 1 J i I I I j J :1 i 1 Li Li t j I q i WALK HAYDEL WH & A 1029 F-121.1 A DAMES & MOORE GROUP COMPANY --BY ___24e4e . ..... -'--'--'DATE SUBJECT ­7__ A-' SHEETNO.-o ---CHKD..BY- DATE. _�-JOB NO. o I e APP V/ A� 120ec-551 tee 3e4 _�6J. ------ - -7 __ Lee _yi4_ e C -7- T 71 11-A l'i j F ­ WH & A 10291 F-121.1 WALK HAYDEL A DAMES & MOORE GROUP COMPA�Y 7 ­ BY '-'.----DATE NO'. HKD..BY-DATE- -'JOB NO. r------- . . ..... ...... r As Jae T: 7.-! �_bj� r7i ------ - ------ - --7---- Lj jj ;V4L. I>- Al 77 !fA7 �C, - 7 _Re 6AJ eo_ 6/ ex WALK HAYDEL A DAMES & MOORE GROUP CO;W"�_ WH & A 1029 F-121.1 RESIDENTIAL PEM —91B, 2046 3o-43-08 WHITAKER, Larry Oroville cont: Valley Drywa-. SO new OFFICE COPY A Address GAS B Date-���' m ter y E CTR,IC Date. m er By COP*4 cf- Addf ess Date GAS.— - t Meter 5� oa Meter JOB FINALED (Date) Signature V=OK 0 Not OK Not Applicable NoVReady MOBILE HOMES MISCELLANEOVS. Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except e . 1. Zoning Requir ments-S6tbacks-Easements 1� Zoning Rouirements-Setbacks-Las'ements Soils; Special MH Support Sketch 2. Footings; §oiis-Size-Depth7Spacin�-6onnectors-SteeI 3. Sewer; Location -Test -Fall -C/0 Con&�ie',- 3. Decks; G�riders and/or Joists -Dec - king -Bracing -Stairs -Rails 4. Watdr;, Location -Test -Easement Needed (Sketch)" 4� Wood Awn:; Posts-Bearhs-Rftrs.-donnectors 5. El . ectricity . : Locatioh-C I learences-Grnd-/ /Amp-t6ncreie. ,'§hthg:-Rfg.-Braci'ng '7_ 5. Alum� Awn.; Columhs-Connecti6f�'s-Splice-Decal-Enclosures d..'Gas; Location -test -Wrap: /* /"L"ft. P'Nat. or/ /"L"ft./ /"LPG .6. Parports; Windows -Doors: 7. Well Clearance & Disconnect 7. Electric 8.'Utility Clearance 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. S iding; Nail ing-Veneer-Stucco-Mesh Date' Card B-1 Date Ca�d*B-1 Date Card B-1 Date Car�d�621 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Require men-ts-Setbac ks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MF�Test- , DemA`nd-,VaIv,eT�Connecto.rp 4. Electricity; MH Test -C rossove rs- Brea klers-C lea ra nces,' 5� Drain; MH Test -Fall -Flex Connector , 6. Water; MH Test-Regulator-ConhectoP - 7- Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date' Card B-1 .10., Roof; Shthg-Roofing 11� Ext,; Steps-Doors-Landihgs Date Card B-1 Date Card B-1 bate Card B-1 Date- Card B-1 Date POOLS (Plans OK except #'s 1. Setbacks- Ease ments- 2. Soils; Compaction -Structure Stability. - 3. Pool Structure; Steel-Unnections-Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures'; Conduit Entries -Term i na Is- Listed .7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip.-Poollghtg. Boxes-Enclosu res- Panel boa rds- Ins. to Main in Conduit 9: Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date' Card B-1 Date Card B-1 Date Card B-1 Date Card B- - 1 � = OK 0 Not CK Not Applicable Not Pletcly RESIDENTIAL (Single 72 t, 9-r- UNDIEFIFLOOR (Plans) OK except #'s Date 1. Zon i Ing -Setbacks- Ease ments- F1Wd -Slope U P-jf/A47_ L----2 Ftg., Main; Soils-Elec. Grnd.-//d" Ftg. Depth 3. Ftg., Garage, Soils-Steel-Elec. Grnd.-/)2' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Sternwalls, Main, Steel -Bloc kouts-Wra loped 6. Sternwalls, Garage; Ste6l-Blockouts-Wrapped ,,_j!jHjId Downs and Special Anchors 0 �-71at; Steel -wrapped 8. Piers -Fireplace Ftg.-Steel '��9. D.W.V.; Fall- Fitti ng -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water PiDe: Test-Anchor-Reaulator-Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. 1psulation d Card B-1 Date Card'B-1 Date Card B-1 Date Card B-1 Date _0013MBING (Permit),OK except #'s ater Htr.: Vent -Access -Com bust ion Air -Baffle ----------- 1 7��e r_Pi_pe� Test & Anchor -Nail Protection ---- — ------------- - - 1�,�W.V_ Test -Fittings & Anchor -Nail Protection t,olo'1�9. Shower Pan, Test, First Floor -Tub Access st Tub & Shower, Second Floor -Tub Access - ------ — --------- 5PIGas Pillpe, Size & Anchors Date Card B-1 Date Card'B-1 ------------- Date Card B- I Date Card B-1 Date BICAL (Permit) OK except 4's Fixture & Transformer Clearance -ins. Protection — ---- - --- - ----- - ------------------------------------- 23 Ai�ceptacles Spacing -Lights & Switches at Doors - -------- ------- - ---------- -------------- 24. Size Boxes & No. of Cond ucto rs- Stapled .... Z4 --- ------------------------- ----------------------------------- o x Installed Close to Edge of Studs & C.J. ------------------- j(6� und made'up w/Mech. Fastners-Bond Gas & Water . -------- --------------------------------------------- L,,-2-7 2 Appliance Circuts in Kitchen & Conductor Size/GFI ---------------------------------- ------ 28. Subfeed Wire Size ga. Cu or Al-A.C. Wire Size ga. Cu or Al ------------------- - --------- --------------------------------------------- 29. Range Circ. / / ga. Cu or Al -Oven Circ. / / ga. Cu or Al. Insulated Neutral --------- 11 -_ Yes ------ - 0 -No -------------------- �ervi -,.ce-Rise - r - Con - ductors - & - Gro ' u - nd-M - ain - Disc - o - nnect ---------- 3 i�6ip Clearances Panels-Motors-Mech. Equip. ------------------- 32. C set Light -Shower Light -Spa Light .S��s �01 --------- to�Smoke Detector -------------------------------------------------------------------------------- --------------------------------------------- ------------------------ -------------- -Date -------------- Card B-1 .............. Date ............. Card -B-1 - ---------- Date 1 Date Card B-1 Date _,,101fCHANljC.AL (Permit) OK except ii's -------- ---34--,-.--.-.Ducts-Insu-lation &-Sup-port ------------------- ------------- �35��nl Fan' Exhaust above insulation ----- --------------- 36. C te Drain & Overflow: Size & Grade ---------- t. Furn e -Vent: Access -Comb. Air -Return Air Vent- 115 outlet ---------------------------------------------------------------- Attic Access & Platform if Furnance in Affic --- --------- ------ - ____ - -------------- ---------------------------------- --- ----------------- ------ ------- Date Card _B-1 Date -- ----------- Card B-1 Date qai�ef B- 1 Date Card B-1 Date PKMING (PIW,�e)f OK except # s C,� 39. &�r�per Material & Anchors ----------------------------------- Studs-Nailing. Spacing & Bracing -Plates -Sound ----------------------------- ------------- 4 Bearing Walls over Girders & Floor Nailing - ---------------------------------- ------------- ------------ Draft Stop in Walls (rat proof) ------------------------ - ------------------------ ire Stops: Furred Ceilings -Stairs -Chases -Tub - - ---------------------- - ------ — ---- - --------- - ----- 44. Headers & Beam -Size & Bearing & Duplex) AMING (Continued) ers-Post Caps -Anchors -Connectors -doist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. �� Ties or Type A Flue -Fireplace Throat clearance ;�ccess: Size & Romex Protection -Draft Stop -Ins. Baffles . Windows or Exiting Doors -Sill Hgt. & Dimensions age Fire Protection Framing /,p I L Firewall & Openings ---- - --- ---- - Lg� une L --'r2. Ext. Doors -One 3 -Check Garage -3rd Story, 2 Exits Width -Headroom -Rise-Run- Land i ng - Fire Protection ------------- ��wood on Roof Overhang -Attic Vents -Rafter Outriggers 11i Siding -Nailing Veneer -Stucco esh-_Drip Screed -Fd. Vents Underflr. Access I I"i -Glass Protection -Skyl i g hts- Plastic azing Area & Shear Walls, Nailind-Bolts ir; nsulation-Walls-Ceilings --------- -- �_�Infiltration-Walls-Winclows Dat arid -B 1 Date Card B-1 IV Card B-1 Date T/Card B-1 Date Datj FINAL.(Plans) OK except #'s L-Tr_xc Steps -Door & Sidelight Protection -Land i ngs ------- ---- F _L��62__­S­m­o­k­e Detector Vents- Clearance -Co m b. Air -Connector - In Garage * Above Floor-Ducts-Mech. Protection ------- L�4 Bedroom Exiting & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels & Rails 7::1356. `Fi, pl�ce_or Stove -C-lea ra nces-Hea rthWI) 25�j t4"-14 Elec. Outlets at Wood Panel Int. & Ext. Kit.FiXtL & Appliance Grnd.-Air Gap -Cooking Clearance 71 __'Iec-.-Outlets & Receptacles at Kit. Counter Garage Fire Door, Swing-Lancling-Closer -------------- �Duct in Garage -Damper - - ------------- 7wtr. Htr., Vents- Cleara nce-Com b. Air-Connector-P.R.V. -Garage. Above Floor-Mech. Protection C Plb-L. Elec. & Mech. Equip. Listed for Location. 7 'ec. Receptacles in Garage� (G.F.I.)- P otection - --------- - -- ---------------- .--insulation-Foarn-Looked in Attic Yes Rails & Deck-Constru.ction-Post Caps Vents & Crawl Hole Door -Drainage & Wood -Earth Clearanc6'Looked_under 5olb I r Yes L�Qowing instld-.: Drive -V -Yes,, 0 No: Walks 12 -Yes 11 No: Planters El Yes 'r5_ No _ucco:_F� n -Finish --------- - - _8 �A_G­Umt, Disconnect, Electrical, Plumbing VI -3. Vents Above Roof. PI bg.-App I iance-Fi replace, -CI eara n ce to Openings --------------- ------------ - - - - _W_L�r_Well, Disconnect, Electrical, Plumbing e --Xt-,.,ior Elec. TriML G F I R ptacl -Underground tilation ThrOLJ( A L��V en ' �hou Hd ------------- --------- - -- — ----- - -- �87GIass Protection - -i I r s fir vio-us '4K -Co 89. Gas st-W T_NK5�1 Gas-Eltc.4f WaterA_Sewer C___ cted-C/O to Grade -HD Approval onne Energy Compliance Certificate -Other Certificates ----------------------- ------ Da te-11--�lLf Date ard B -I Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ------------------------------- COUNTY OF:BUTTE, DEPARTMEN T -OF Pq bbq.WO"R''K'S` 196 Memori alrft�, Ch i co — Phone:,�891 r2 1 7 County Center'Drive'. Proville. Phone:;538.-754T 747 El I iott Road, Parad i se — Phone: 87�-.6136�*.r CORRECTION NOTICE----,,, OWNER PERMI '-Ordinan A routine inspection indicates that the lollowing,violatibns �of"County, �Alfy -no _,1hls,,6ff! exist at the above address,�nd should be corrected�,`P[000 ken'correction of work: is completed.. If you have any questlowper �lpj_qg��;o,,,,j, 1,_. rnatter,�or need additional explanation, please.contact t­ih`Is4ffice)!"pTe a e 0/c/ 4 "OgjAgA ZON 7 X.), F Y ('14-iF Z_ 10 cIfLs b� 74 ff Date Inspe lGaA C COUNTY -OF BUTTE DEPARTMEN t OF PUBLIC WORKS 196 Memorial Wa�, Chico -, Phcine:.891-27.5-1 7 Count J. y Ce -t Drive, Oroville - P.hone:'538-7541 747 Elliott: Road, Paradise Phone: 872;.6301' CORRECTION NOTICE I w- A 4� 0 J2 -1�,ERMI,T NO. A e Inspection indicates that the following violations of.-,Cou-.t�-Oidlnanqe exii t at Ike above address�. and should be corrected. Pleisb�,. ho-tlfy-,',!his--of-f-ic7�'e wh correction of work is completed. If you have any ques.tion..pe,rtai.ning,to Ahl's !03' or-" additional *explanation, please contact this off Ice 1rnmediately. 4 C -C ' /J. TZ) wx� N A Oni- Cog- L '9 111A0nJn12k1 Doe4ZA2 T841 Z;,"r A 00 All TO 13 I/ (I, f f 7- :A "t 54. Qat� Ansp c Owner. -Permit N -o. It ENERGY CERTIFICATION LOCATION �A.P. NO. DESCRIPTION OF INSULATION ROOF MATERIAL BRAND NAME THICKNESS THERMAL RES. EXTERIOR WALL MATERIAL- FIBER5�AV BRAND NAME_. MTAINTEED THICKNESS (1P THERMAL RES. CEILING BATT OR BLANKET TYPE7FiberglasBRAND NAME CERTAINTEED THICKNESS THERMAL RES. LOOSE FILLTYPE I4SUL-SAFE IIIBRAND NAME CERTAIINTEED THICKNESS '/Z w THERMAL' RES. ,o�7- FLOOR,ELEVATED MATERIAL FIBERGLASS BRAND NAME 'CERTAINTEED THICKNESS' �THERMAL RES. FLOOR,. SLAB MATERIAL. BRAND NAME THICKNESS THERMAL. -.RES. WIDTH FOUNDATION WALL M.ATERIAL- 0 0z .,BRAND NAME ...THICKNESS 21 THERMAL RES. I HEREBY CERTIFY THAT THE�ABOVE INSULATION WAS INSTALLED "IN THE:ABOVE �BU-It.DING.. IN. CONFORMANCE WITH THE STATE OF CA -LIF' ENERGY REQUIREMENTS. SHASTA INSULATIQN INC. # 62,2184 FIRM NAME/01WN R STATE CONTR. LICENSE NO I hereby,,cer.tify..t.,e above insulation and all required.items as shown on the:Bui-lding'-Depart. approVed,plans...and.attach.ments hav6, been installed -as requirEi'd by the Statie of California Energy Requirements. All. equipment.,-: devices and,mat'erials are of the quality prescribed or are specifically approved' by th" State of Calif. e '331 Zoe - ----------------------------- FIRM NAM,E/O.WN.Ek (PLEASEPR.INT) STATE CONTRACTOR'S LICENSE SiGNATURE.OF G.ENE­RAL0C-WTRACTOR/6WNER DATE Thi h S..cert,ificate mu'st be on, f-il,e wi,th..the BUILDING DEPARTMENT prior to.-. final ins pe.,ction approval a nd' a copy shall b e posted with in,the bu*'lding. JANUARY 1984 "COUNTY OF BUTT E IJEP'AO�TMENT OF PUBL IC WORKS PERMIT NO. 7 County Center Drive - Orovi,l lei Cal i,f&nia, 959�5 - Telephone: 916/538-7541 APPLIOTION AND PERMIT ASSESSOR PARCELNUMB9—R ,30'43-08 ZONING. AR BUILDINGPERMIT OWNER Lqrry.Whitaker TELEPHONE 891-6154- SO. FT. OCC.. BUILDING VAL%Lkf 104 1377 R 70.227 OWNER*S MAILING ADDRESS -1388-Longfellow Ave, Chito.95926 480 M 8-,640 CONTRACTOR'S NAME Vall�by Drywall.Services ITELEPHONE., 033-3836 .87 C 1,* 131 CONTRACTOR'S MAILING ADDRESS' P 0 Box 271, Pale*rmo-95968 F i rep,l'ac& -.1,500 CONSTRUCTION LENDER UNKNOWN Tbtal Valua0on 71$ 81, 98 FilingFee. .10.00 LENDER's MAILING ADDRESS Permit Fee 379�.00 ARCHITECT OR ENGINEER LICEN�E NO. Plan Checking Fee 189.50: Energy Plan Checking Fee $ 15.:00 ARCHITECT OR ENGINEER'S MAIL-I'NG-ADDRESS W- Siimnpr Penalty $ BUILDING ADDRESS' 5 MAdrhnp Air,-, nrnvi I I -P 59 6 6- --­-)­ :-"- . ..... Permit fee $ 593.50 PLUMBING.PERMIT FilingFee. 10.00 Ln, Orovi I TP ch Trap Ea �.00 16-.00 Solar or heat pump ater heater 20.00� LOT NO. 8 SUBDIVISION NAME Golden Knolls PARCEL MAP YZ Water piping 5.00 5.00 Each qas-water heater or vent -.5.00 5.00 USE OF STRUCTURE SF)Q DuplexF-1 MobilehqmeFJ Other SPECIFY Gas piping 'system 1 5 outlets 5.00 5-00 Building sewer .5.00 5_00 Mobile Home I'S J.G I W I 10.nn.. TYPE OF WORK New D Addition 0 RemodelE:1 UtiiitiesO InstallationD Other Describe'work: 3 bdrm Permit Fee 46.661. �Contractor ELECTRICAL PERMIT Filing Fee' 10.00 Main service 600V OR LESS 10.00 100 AMP OR LESS 10-00 Main service EA. ADD -L 100 AMP' 2_5 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): 0 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions -Code and my license is in full force and'.effect. License No. Classification. I,. as the owner, or"my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or'offered for sale. (Sec. 7044) 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) I am exempt under Sec.—, Business and Professions Code for this reason -,NEW CONST. DWELLING OCCUP.9 21/20sq OR ACDNS. * ( ACC. BLDGS. ft 46'.40 —NEW CONSTR. MULT '-O-TLET 'NON-RESID. BRANCH CIRCUITS) :2.50 ei I POWER APPARATUS.&).. OUTLET CIR __(SINGLE Ex. Occup(OUTCETS OR FiXTUIRES 20050t BAL030t FIXED APP.LNS OR Ex. Occup. A. OUTLETS (RESI* E 2-.00 -Temporary serVice' 10.00 10-00 Mobile Home Facilities 15.00 Misd. Wiring -.15.00 Permit Fee $ 7R . qn1l WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): F� -The permit is for $100.00 (valuation) or less. E] I have piaced on file with the County of Butte building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to.Applicant: If after making this statement, should you bebome subject to the W. C. -prov isions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Contractor MECHANICAL PERMIT- Fi I ing Fee �11 0.00 Heating 6.00 Cooling 6.'00 Hood 3.00. Vent i 16ti on 39000 31.00 Permit Fee 31 00 00 Contractor I certify that I have read this application and state that the above information Js correct. I agree to comply to all County Ordinances and State Laws relating to buildi,ng construction, and hereby authorize represent at i ves.of the Countyot Butte to enter upon the above:meritioned property for inspection purposes. I.also agree L to save, . -I I ndemnify and keep harmless the County of Butte against' all liabilities, - judgments,*costs, and expenses which may in' any way 'acc rue �against. id County,in q jn.-,qn�equerxe of the granting,of this permit. Date x // q Si�nqt , 6re ofxopli'coni-L dv�ner K Contractor Agent �n OSHA 'permit is'.required for 'excavations over 5'0" d ee d 4gpoliti or a, of structures ovei1stories in height. TP Mobile Home Installation Fee $ Energy inspection Fee 30.. 0 cim c T PE TOTAL FEE $ 779,40 HAZ. (�UA I PARK SC C PAP,4-P�� TO,Js�permit is hereby issued uncer tne appi cable pr ovi. C6 nty Code and 11 si��s of the Butte u /or reso utions to do. \work indicated above for which.fees' have -been paid. DIRECTOR OF PUBLIC WORKS & Date Ll q`( aie w MIT EXPIRES' bate Receipt No. 94078'244P�Oca !9:zoq Ll q WHITE-D.P.W;..YELL,0W A3PC350R,,PINK-INSPCCT0R, GOLDENROD-APPLI CANT A nit TWA An yo '�2 COUNTY OF BL,, E M �_*F PUBLIC V�PRkS BUILDING DIVISION JTj jAkT1 T- A _0 c 'E TER" - 6V LIII�FpRNIA 95965 - TELEPHONE: 916/538-7541 7 COUNT�Y�"e N DR OR ILLE T IC 'PERMIT APK CATION DATA.SHEET Permit No.— OWNER k V i IT A/<, A/ At�b. Building In,,:, Proposed Building Use pector--:: Date At time of permit application, I was advised the following data must be submitted p prior to permit processing and/or issuiance: DA TIE RECEIVED APPROVIEP !,ALI. TBms have been submitted . ..... ....... ..... ..... Y. __dnWj,.- Plot pli�s­ 1���trfplicate, signed W��—�rer*'of plans ... m �te plans in duplicate/triplicate, s gned by preparer of plans 1"hoe �3. Co' pl i 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form ............. ................ ..... 6. 'Energy Design Compliance and supporting, d6cumentation Z,�Statement of Intent for Non -Heated and AC Buildings"� ... \, An Engineered truss details and layout in duplicate (requir4d prior to plart�check) .9. Mobilehome installation data including' man.ufacturer'd installatiorj:%� instructions o ...... .4 LE2 Fees of $ 2 J 1. Chico Urban Area fees paid .................. ....... . ............... 12 Park fees pid .. ................ ................ Scl�oqj_Qistric t fees"paid ............... 1q, Zia /-7 _nt 4.. Sanitation approval from — 7 Health Departme`i 15. ity of Chico' -plumbing permit ........................ .......... 16. Plot plan and business license approval from City of s (�qq City for otherrequirements) 17. Planning approval f6fr (A) Use:—(B) Parking: 1,�.-,Improvements may be required. Contact Land DevelSpment SectionQPW _:::�-Jq. Driveway permit (construc"tion approval required prior to occupancy) C) Pre-Inspec. request to 20. Pre-Ins,pectionJor req,qired ... Building Inspector _(Date�­-, 21. Contrabtor's IiFense information (No., Name Style, ClasVf ication) I` 22.' Certificate of Workmans Compensation Insurance ........... :�A�Wher-Builder Verification (Given to owner 0,* Mail to owner 0)..A�. 4: Recorde&copy-o*f Agricultural Acknov�ledo,'men4,t...Statement ........ 25. Letter of signature authorization ....... I,"; . . I ........... 1,#26 hep, Ma i I to bbntractor. W yVeissuetheo),,proce its followg: M vl�,4rTelephlone and hol pickup a office. _Deliver w/inspectori- Vo Other -- _0 A p p I i ca I, _Date 13-�Copy of H1dz-Mat form sent —Health Dept. -----Fire Dept. _2"Air Pollution ' Date Copyofplanssent -----Health Dept. —Firebept. Other 92 '1 (6a t e By The following data must be submitted prior I e milt Iss cle(7i4�w t chg-c 1. Index permit for above items NoA_W Vrx, Warco 2. Add o (� V 11 y _Ltional items reqjuired�_.... —Y 1%_L� Contractor, deslgner(��o e _�Wnas advised of above required data phone--jnal I —counter by ContraMor, desMner, owner, was advised of above requir phone —mal [—counter by P "'M Date oved by Ian che k by ley -5 z i e Sets of plans gn hold in File cabinet AP er Copy—DPW — date Date abov e). COUNTY OF BUTTE_-.QEPARTMENT OF` PUBLIC, WORKS RMIT-NO. .7, County,.Center Drive - ' Ciroy'lle,'California'95§6�'- T 16'ph�'n'e': 9'16/538-7541 e APPLICATIOUNNE)"PERMIT, I ASSESSOR PARCEL NUMB=H 0 E BU'LD'N'�PERrIVI'T NE 9-A SQ..FT. OCC. BqILDINGVALUATIO.N 07ER'S MAI ESS Zh t a77- 7A 5? 2 11 .0 TRACTOR S 1- LEP T M37 E - C_�QR'5 MAILING ADDRE. -S A_ �2 CONSTRUCTION LENDE-. NKNOWN� �,Firepla�c�e' T� V61 ot� ut Tota�IV61uation LENDER'S MAILING ADDRESS Filing Fee $ 10.00'.N Permit Fee $ HIT L CENSE No. ig�� P; NA7 Plan Checking Fee $ mcq R TECT OR PNG)rR'S,,�G. ADDRES nergy Plan Checking Fee --------------- $ Penalty' BUILDING ADDRESS* Permit fee PLUMBIN G PERMIT FilingFee 1,0.00 Each Trap .60] Solar or -heat pump water heater 20.00 LO UBDIVISION NAME PARCEL MAP ISL Water piping - 5.00 4,190 Each qas w ater heater or vent 5.00 �10 USE OF STRUCTURE Gas pipi I ng system 1 5. outlets. 5.00 S Duplex Mobilehome[] Other 'Building sewer 5.00 0 SPECIFY Mobile Ho me T� �GW ea.' I TYPE�OF WORK . - ' . I , I N w e Addition[] Ren1poell] utilitiestl I'stallationD Othe , " Pe Fee.. r rmit $ Describe work: —777-- Contractor- EL.ECTRICAL�­OERMIT .'FilindFee 10.00 8 OR LESS Main service 100V 00 AMR OR LESS 10.00 -3 CONTRACTORS, LICENSE LAW Main service FA. AOD-L 100 AMP .2.50 - 1 declare under. penalty, of perjury , (�check, one): NEW CONST. I DWELLING 0 OR AODNS. X ACC.. L..S.c'.-P'-).- 21/itsoft I 'am 1icensed under provisions �f Chapt.'9, Div. 3 6f',,q: outilnes,5. �E�-.CO.S!,S`rk PULTI.—O—UT—LE-71 BRANC ITS C C IR ITS 2.50 ei and Professions Code and my license *is in full force and ef fect - - -OWER (F TL.T C.. --------- SINGLE OUTLET CIR. 1_� Li6erise No. Classificaflon.,,_' Ex. Cqcup( OUTLETS OR FIXTURES 20 50c 1, as the owner, or my employees .with, wages as their sble compen- �ation, FIXED AVPLNS. _OR % Ex- Occup. OUTLETS (RESID.) EAJ_ AL& 30t 2.00- will. doltbe work,and the. structure is not i.ntended or offered .for sale. - (Sec. 7044) Ternp6rary,servicei 10.00. El'.I,.as'the owner� am exclusively contracting with I icensed contract- Mobile Home,Facilit-ies ir -on ors. (Sec. 7044). Misc. Wiring 15.00 0,.,I-�am exempt under Sec. Business and Professions Code 4 for this'reason Perm It F ee WORKMEN'S -COMPENSATIO14'iNSURAWC'E'!-:-.,.--. Contractor :77 declare under pe�nalty. of perjury' (check one): MECHANICAL PERMIT F.i I i rig Feet 10.00 The,permit is for $100.00'(valuation) or less- I hav I e plack- on file with the County6of Butte' Bui I d ing Department Heating 14;,676- ' a Certificate of Workmen's Compensation Insurance :or a Certificate of qOnsent-to,Self-Insure. 'shal 0 C oling V I O/T I I n - oi.,employ any. �6riofi in any manner so as t o' be come s u b'- Ho:bd to the W. C. laws of California. ject. 3.00 Notice to Applicant: -If after making, this statement, should you -become 'subj ect Ventilation �01 ILIF 9im to the W. C. provisions of the -Libor Code, you must forthwith 6ompiy.w ith such Permit Fee' $ 3f-, provisions or this permit shal I be deemed revoked. Contractor.' 19 I certify that I have read this application and state that:the'above information Mobile Hom6 Installation Fee I' is corte6t. I agree to comply to all County Ordinances and State La s relating to building construction, and hereby authorize representatives of thewCountyot Energy lnspection.Fe6 $ :570.1 0 Butte to enter upon.the'above-mentioned properly for inspection OCC CONST TYPE 7— purposes. I also agree to save,� indemnify and keep harmless the'County of Butte against TOTALFEE $ r t��TA�PFEc� a I liabilities, judgments, costs, and. expenses which may in any way accrue- Z. CUA �PARK SCHL FLO CDF PD J HO, FAR fi against said County -in consequence'of the granti' his,permit. ng of t [IS.SUE X Date. T.h.;s permit.is hereby issued unaer the applicable provi- Sigr0tUfe of �ppliCant O-nerEl. :'C�introctr.or El Agent, . I sions of the Butte County Code and/or resolutions to do work indicated above Aor which fees have been paid. An OSHA permit ii i required for ex�o vations over 510 . Pd dem of - iti6n or cons . truct ion of structutes over 3 staries.in hei,qhi., DI . RECTO 6 R'OF PUBLIC WOR KS Receipt No. y Date WHITE-b.P.W.. TLL�W�ASar.350R, ­NK-iNsp�cT6R. PERMIT EXPIRFc; nqt. CSA 26 SEWER SERVICE APPLICATION 'AND CONNECTION PERMIT Ser,vice Address: 1659 Leta Lane Owner's Name: Larry Whittaker Date: June 20, 1991 Address:,_LL� 1388 Longfellow Ave. Acct. No: chico, �CA. 95926 30-43-008 A. P. No.: Phone"".' �891-6154 No. Units:. Applicant/Agent: Agents Proof: Address-: Fees: . Phone:' �Application $ 30 00 Arrearage .Pr elimjpary�,Review. By: Date: 550 00 CSA 26.*� Remaeks'. Sewer connection fees will be those applicabtG-OR 900 00 at�time of 'connection to the sewer6ollector system, 1st Mo. S.C. and.. -must bd paiid iDrior to -connection to the sewer Other .coll , ect I o r sy.,§tem. Cleanout up to grade required at _taip _25 100 property line.' Total Fees 0 0 Collected By: S Fox vav-L %29 Date: 6/20/91 Field Review By: Date: Remarks:, SERVICE,CHARGES WILL COMMENCE AUTOMATICALLY UPON: El', Date.of TID-approval of completed building sewer (early connection). 30 days after date above, or on date of D.P.W. approval of completed buildi . ng sewer, which ever comes first ("existing construction", prior to Mar. 5, 1974). 180 days after date above, or on date of D.P.W. approval of comp I eted building sewer, which ever comes first, C.,"new construction", after Mar. 5, 1974). DISTRIBUTION: WHITE - TID, YELLOW - APPLICANT, PINK DPW, GOLDENROD DPW t6 TIO BUTTE COUNTY SCHOOLS.-DiEVELOPMENT FEE CERTIFICATION FORM 0/0 k 0"qe u :Form per B ilding) A �J�. �N'umber -'Building Department No. School.District . city� County Jurilsdiction Property Owner, P—A Y. WH (City) (Stdte) (Zip Code). has complied with the requirements of Resolution No. by the payme nt of 'representing square feet. fSchool DistriAt Representative Date. PAID BY 'CHECK NO'. Or lXrl REMARKS: ..BANK NO PAID BY CASH & white -applicant, yellow -building depa:rtment, pink�srhonl district SCHOOL.FEE (8/88).. 'ReturH-to DVd.,.'. A GRICULTURAL 'STATaMT OF AMiowLErGEmNT FCR RESID=AL DEVELOPNIENT Section 26-8.1 of. the -Butte Countv Cbde-' requires. this acknowledgement be recorded prior �6..�issuance of a building permit The 'property,� described- herein is adjacent h. 9.1-033480 1 `Rei6 Fee �5. 00* t o land 6k,'�,' included wit. in .,an,,, area zoned- . I - .. .11 11 . - .1. . . I., . .: :, I _ . I Cash 5.00 - for agricultural'..purposes:,- and resideints�:',­ - Recorded - of this .property. may be: subject. to inc.on- Off iclal'Rec.ords I vehiences-..*,.or discomfort arising from., the Zounty',: of. use of chemicals,, ;including, Butte but n6t.1-�l,imited­to herbicides, pesticides,.'..' Car%dace:1.' -Grubbs :T -tiiiz,ers; an 66 --the and f4i d fir ic* Rec6rder. of agri'' ultural.- ..operations iiic'llud'in' 9 to dUlt,,L 1:45pm 1:47Aug'1791 1. XX 1 but -limited vati6n, plowing,' spraying, pruning, and",harvesting which occa ' s-ionally' generate dust,,,. "smoke, noise, and- odoti Butte, County has' established agricu'l- tural zones Which have,as a.,priority use for p . roductiv�e-.agricultural puipose's, and-residehts within said. zones,'afid,,on adjacent -- pFoperty should -be prepa:red- to accept: such inconvenience., or discomfot't'from,normal, necessary fam.operations. ty ta te of Calif ornia, described as, All, tha::t-, real proper tituate in the -'-..County of, 5dtte,�"'s follows-, ir AJ Lot 8, �as sh6wn on that', certain. na entitled -GOLDEN KNO BDIVISION",�which map was' p LLS SU filed in the 'office. of'. the,- Recordei� of 'the County of Butte -,State of Cal' ifornia, August- 18, 1964 in,.Book'32 of Maps, at�pages*17 and 18.'' 1 4 Date: WNERS: PROPERTY State of CALIFORNIA), this the: 14th day of Au st 1 "-before me he gu 9 91.1 't SS-. Notary -Public,:'perso'nally ao peared'': B= County of LARRY WBITTAKER 7 JULIANNE PETIMRS,: Personaliv knowh to me. -Proved to me on-the,basis NOTARY PUSUC-CALIFORNIA of.sdtistact,ory evidence. butte Gounry MyC " mmission Expires Feb. 16.1995,'-, :o be: the:person ls (s wh o s e name(s).' 0 -nowle'd-ed that subscribed t 6. the i'vi'thin instrument and ack mass Mumann.ki 6'', ' the same' f or the purposes therein containe* d.', IN WIT.NES& , X cured WHEREOF I hereunto set,mv hand and.official seal4. Present- -A.- 14(j. -030-430-0b&�',� �11 o r a r,; Public RESIDENTIAL.fLAN, C.HECKING GUIDE- .1 '. 2/90 F. DUPLEX & MISC.- ONLY) Bldg. Permit,# !�K(, OWNER A.. P. # Plan Checker* -7' GENERAL ning requirements: (sideyards'and number of.permitted living units)'.,. ---2- V -a 1 ua t i o n'. Plans signed by designer.. ..Zi�Proper description of work on a C' i ation' IS,'--Existing.violations on property'.' -fees Hea Items on data'sheet. (W.C., lth, Developer Fee, -q,' License law,,,etc) __-7.--__Recorded notice of violation. PLOT PLAN -"com t6 parc,el.s ple ize 'and dinfonsi ons., s. Setbacks, sidey'ard easements s, . a etc ther buildings.or structures. rading,.'f ills i drainag'e. Flood hazard. Special' conditions on creation map, (noise,*CDF, fire sprinklers, non-comb�- t istible, and foundations) AU & FAS road setback, Building or utilities across lot, li,nes (Record form). LOOR PLAN Complete to..,scale plan with. dimensions-. pa`�7 Required windows for light''an'd ve'ntilati6n-'(-5e`c. pq. Requirediwindows for �§econ�d. exit (Sec. 1204)'. Skylights.(Chapter 34 -&.Sec. 52W)-. uman impac t. g lass' (Se c.. .5 406) 'Required room sizes, ceilini'heights-(.Sec. 1267). GFCIs in.*baths, garage., kitch'en,.'dnd exterior outlets, (Article 21&-8). Light, fixtures, switches, receptacles, and exterior receptacles' for .'main- tenance of mechanical equipment. Locations -of. water heater, :heating and cooling �eqpip'_Ment, -other .'electrical or gas equipment. Garage firewall, door size,',a,nd,�closer,. (Sec. 505(d) (3) 310" exterior exit d6or'(sec. 3304 (f).. ireplace and wood stove location, alcoves, and clearance... Smoke detectors (Sec. 1210'),.'. lumbing fixtures, water clo's'et',c1earances and S STRUMJRAL,DETAILS Standard-bracing'or engineered,de (Table 25V) s. g .:2 ---Unusual shape, size, or.split-level houise requiring lateral desion. k3-. Foundation plan complete enough to construct building. �1� Floor construction detail�s.co.mplete enough to 'construct building.. -k-K-EleVations and wall,construction..'details complete enough to construct building., Le"Roof construction details 'complete enough to construct building. Firep�ace construction details and calcs if necessary.. --S7 Rafter ties or bearing ridge -beam'. 9 R G t - r F u F B OOR [ 0 G 191"' -Garage door. or' po'rich'hiaader: -sizes. A -15 -'-Stud heights..- -1-17.--Ado,be soils special foundation design. i2. �Retaining walls requiting.:design. -1-3-p-Special Inspection' requited-. 12/90 RESIDENTIAL PLAN CHECKING GUIDE, MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 33&�). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. -1-5. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). Pl-.-Attic access and ventilation (Sec. 3205). ,-I-�-.-Underfloor access and ventilation (Sec. 2516). C ombustion air for fuel burning appliances - L.P.G. requirements. A4. olse requirements on duplexes. 1;--'�nergy design. ��Flashing at all exterior openings. _If-.�CDF responsible area requirements. I W LIGHT DOUBLE SHEAR JOIS7 MANGERS hanger that takes advantage of double shear nailing for er , Stine , Ingth and lowest installed cost. See illustration. , Me_01 ATERIAL ' :18'gauge qNISH:-6�lvanized NSTALLATION: a Use all specified fasteners. See General Notes. �!o'Not desfgned for welded or nailer applications. '��"16d sinkers (9 gauge x 31A") may be used where 10d commons are K'called out with no reduction in load. 'Where 16d commons are specified in the table, 10d commons or .er,,.,....:16d.sinkers (9 gauge x 31/4") may be used at 7/8 of the table load. P.TIONS AVAILABLE: a LUS hangers cannot be modified. 'ODE NUMBERS: BOCA, ICBO, SBCCI No. NER-209 and NER-421 when 1�f.�,'�`used:with -10d commons (see INSTALLATION). Dade County, FIL No. 89-0131.5 for all except LUS24, LUS26, LUS28, LUS210. City'.6f L.A. No. RR 24949 (except LUS2X). DE . L._ NO' �_'JOIST SIZE DIMENSIONS __ W FH B FASTENERS HEADER JOIST1 AVG ULT ALLOWABLE LOADS3 UPLIFT2 w FLOOR ROOF (100) (125) LUS24 2x4 19/16 31/8 13/4 4-1 Od 2-1 Od 3850 450 625 785 -LuS26 2x6,8 19/16 43/4 13/4 4-1 Od 4-1 Od 5167 895 785 .980 LUS28 2x8,1 0 19/16 65/8 13/4 6-1 Od 4-1 Od 6067 '895 1020 1270 1 LUS210 2x1 0, 12,14 19/16 713/16 13/4 8-1 Od 4-1 Od 7750 .895 1255 1565 LUS24-2. (2) 2x4 31/8 31/8 2 4-16d� 2-16d 1 5303 �460 1 805 1005 LUS26-2; (2) 2x6,8 31/8 47/8 2 4-16d 4-16d 6076 '920 1070 1335 LUS28-2 (2) 2x8,1 0 , 31/8 7 6-16d 4-16d 7750 .920 1350 1690 LUS210-2 (2) 2x10,121 31/8 9 2 8-16d 6-16d 10906 1380 1875 2340 LUS214-2 (2) 2x14 1 31/8 1015/16 2 10-16d 6-16d 12750 1380 2140 2675 LUS44 4x4 39/16 3 2 4-16d , 2-16d 5303 460 805 1005 LUS46 4x6,8 39/16 43/4 4-16d 4-16d 6076 920 1070 1340 LUS48 4x8,1 0 39/16, 63/4 2 6-16d 4-16d 7750 920 1350 1690 LUS410 4x10 12 14 39/16 83/4 2 8-16d 109061 1380 1875 2340 LUS414 4xl�,14 39/16 1 103/4 2 10-16d 127501 1380 1 2140 2675 1. Joist nails must be driven at an angle through the joist into the header to guarantee the table loads. 2. Uplift loads have been increased 33% for wind or earthquake loading with no further increase allowed; reduce by 33% for nor- mal loading criteria such as in cantilever construction. 10 REINFORCING 16 ANGLES 3. Roof loads are 125% of floor loads unless limited by other criteria. Floor loads may be adjusted for other load durations according to the code provided they do not exceed those in the root column. A General utility reinforcing angles with multiple uses Curved metal speed prong reduces labor and overall construction cost. Staggered nailing pattern reduces the potential for splitting and allows installa- tion on both sides of a member. MATERIAL: 16 gauge FINISH: Galvanized INSTALLATION: w Use all specified fasteners. See General Notes. OPTIONS AVAILABLE: a See LS for adjustable model. CODt NUMBERS: BOCA, ICBO, SBCCI No. NER-413. Dade County, FL No. 89-0131.1. City of L.A. No..RR 22086. MODEL I . ALLOWABLE LOADS LENGTH FASTENERS FLOOR ROOF NO. (100) (125) L30 3 4-1 Od 235 240 L50 5 6-1 Od 350 440_ L70 7 8-1 Od 470 565_ F L9_6_77 �9 10-10d 1 590 1 735 1. Load values are for condition F, or F2- 2. Root loads are 125% of floor loads unless limited by other criteria. Floor loads may be adjusted for other load durations according to the code provided they do not exceed those in the roof column. 3. A 21/2" minimum lumber thickness is required to achieve the full load; reduce table loads by 10% for 11h" lumber. --y Patent Nos. 4,291,996 and 4,480,941 Canada Patent 1,193,418 H all rypical LUS28 Installation LUS28 Double Shear Nailling Typical L50 Installation @ Copyright 1991 SIMPSON STRONG -TIE COMPANY, INC. 29 -PAJMPAJHPA SERIES- - HOLDOWNS FASTENERS' Aya!riety� of wood -to -concrete connectors that, satisfy engineering NAILS and,-codb requirements. Allowable loads include a tested three -times safety I factor in concrete. One-piece design; no separate anchors required. FLOORI (100) The required, embedment is less than fof the HID series. IFLOORI (100) M�TERIAL: PA -712 gauge x 21/16 MPAHD-12 gauge x 2'/16" HOLDOWNS EDGE INSTALLED HPA-10 gauge x 21/,6" FINISH: Galvanized PAHD42. 26 INSTALLATION: v Use all specified fasteners. See General Notes. 3-1/� MBI 2385 Where fewer fasteners are used in the structural wood member, 1 1740 2320 reduce loads according to the code. Avvood splitting problem may 35. 8 occur when holdowns are nailed to lumber less than 31/2" wide. To lessen splitting of 3x's or double 2x's, either fill every nail hole with 2680 10dxl 1/2" nails or fill every other nail hole with 16d.commons. Reduce 1 1945 the allowable load based on the size and quantity of fasteners used. MI212FUM -451DECOVER Do NOT install where: (a) a horizontal cold joint exists between the 2, D slab and the foundation wall or footing beneath, unless provisions are ��e, - , 2 made to transfer the load or the slab is designed to resist the load a ons., imposed by the anchor (see also PAHD HOLDOWN OPTIONAL 3760 1 INSTALLATIONS); (b) slabs are poured over concrete block foundation walls; or (c) the members being anchored are less -than above—wood Z,/ 31/2" splitting.�,_� EDGE wide, except as noted; see PA18 181/2 4 The minimum center -to -center spacing is twice th V34� 1600 2155 1175 1565 embedment.depth. PA HOLDOWNS ;233/4 4 18-16d 3-1/2 MB 2410 �v The,minimum concrete compression streng�hlis 2000 psi. The 1730 2300 PA28 .-29 minimum edge distance is 5"; see PAHD holdowns for edge 21-16d 4-1/2 MB 3240 3685 2125 installations. fnglh PA35 �.? .35 4 21�16cl :4-1/� MB PAHD HOLDOWNS 3685 2125 2835 HPA28 The minimum Concrete compression st is 2500 psi. Designed 6 ,/ M 24-16d 4- 21B 3240 4320 to be installed at the edge of the conc"'rete. The minimum spacing lath 3760 HPA35 381/2 81/4 requirements are 10" for concrete wl and 9" for concrete corner 3915 5220 2830 3760 distance. See PAHD HOLDOWN OPTIONAL INSTALLATIONS for corner, 8" foundation walls, and two -pour installations PAHD42 Install before pouring concrete by nailing to the form, or insert into concrete after the pour. After the concrete cures, bend at the form line and attach to the stud. MPAHD and HPAHD22 Pre-bent to control the embedment at the required angle; field bending,is not necessary. Installation holes allow nailing to the form, resulting in 11" deeper embedment; see illustration. Tests determined the. pullout strength with one horizontal #4 rebar in the shear cone. Th6,MPAHD has one extra bolt hole. OPTIONS AVAILABLE: u See also HDA Holdowns, LTT and MTT Tension Ties, and PA,Foundatlon Straps. CODE NUMBERS: BOCA, ICBO, SB.CCl No. NER-393. Dade County, FL, No.*89-0131.2 for PA18, 23, and 28. MODEL NO. LENGTH EMBEDMENT DEPTH FASTENERS' ALLOWABLE LOADS2 NAILS BOLTS I BOLTS FLOORI (100) MAX (133) IFLOORI (100) MAX (133) HOLDOWNS EDGE INSTALLED PAHD42. 26 -6 1118-16d 3-1/� MBI 2385 2380 1 1740 2320 MPAHD 35. 8 120-16dl3-1/2 IVIBI 2680 1 2760 1 1945 2590 HPAHD22 .35 1 10 124-16dl4-1/2 MBI 3215 1 4310 1 2830 3760 1 HOLDOWNS AWAY,FROM EDGE PA18 181/2 4 12-16d 2-1/2 MB 1600 2155 1175 1565 PA23 ;233/4 4 18-16d 3-1/2 MB 2410 3230 1730 2300 PA28 .-29 4" 21-16d 4-1/2 MB 3240 3685 2125 2835 PA35 �.? .35 4 21�16cl :4-1/� MB 3240 3685 2125 2835 HPA28 321/2 6 ,/ M 24-16d 4- 21B 3240 4320 2830 3760 HPA35 381/2 81/4 29-16d 4-1/2 MB 3915 5220 2830 3760 1. The HPA, HPAHD22 and MPAHD anchors require a minimum lumber thickness of 31/2" for proper embedment of bolt in the wood member, the PAHD42 requires 21/2,' and all other bolt values assume a minimum lumber thickness of 1 1h" . I 2. Maximum loads have been increased.33% for wind orearthquake loading with no further increase allowed. See, previous page for PA and HPA Illustrations. MINIMUM PA Stud EMBEDMENT to Foundation 4�PA lnstalllatl&i�- HPA28---­'= PAHD42 BEND UP AFTER CONCRETECURE OPTIONAL CLOSER Typical PAHD42 Installation (IMPAHD and HPAHD22 Similar) Typical PAHD42 — Before Concrete Pour 24" MPAHD 251- 2 Typical HPAHD22 Before Concrete Pour (IMPAHD Similar) . 10" �r4 M 9 HPAHD22 .6 Copyright 1991 SIMPSON STRONG -TIE COMPANY, INC. 13 COLUMN BASES siml�CB—Low-cost post base for patios, carports, breezeways, porches, and lar applications. CB—For columns that require high structural values and rugged performance. IMAYCOIA1 See table FINISH: LCB —galvanized, CB—Simpson gray paint INSTALLATION: a Use all specified fasteners. See General Notes. AT..minimum side cover is required to obtain the full CB load (2" for LCB). Not recommended for non-top-supportei installations such as fences. OPTIONS AVAILABLE: - The LCB 'may be shipped unassembled; specify "Disassembled." • All models are available in rough sizes (specify "R" after,model number). , CB may be ordered hot -dipped galvanized: specify HDG. • See also PBS and CBS series. CODE NUMBERS: BOCA, ICBO, SBCCI No. NER-393. Dade County, FL No. 89-0131.2 and City of L.A. No. FIR 22086 for CB only. MODEL NOMINAL DIMENSIONS MATERIAL --FA—STENERS �ALL OWA13L NO. POST SIZE W1 W2 - D STRAP 13A SE NAILS OAI BOLTS LCB44 ­44 4x4 _x4 39/16 31/2 61/2 12 a.x2 16 a. 72-16d -5 7/16 7 7/8 3 NAILS BOL 2160 38; CB 4 39/16 39/16 8 7 a.x2 7 a. — 2-5/8 50 LCB46 4x6 39/16 51/2 61/2 12 a.x2 16 a. 12-16d 2. 1/� 2160 38-1 M2 CB46 4x6 39/16 51/2 8 7 a.x2 7 an — 0_q/8 2 5 0, CB48 �5 4x8 39/16 71/2 8 7 a.x2 7 a. — . -5/8 503 5 GLULAM 51/4 s ec 8 7 a.x3 7 a. — 2-5/8 503 LCB66 _6 6x6 51/2 5 /2 1 /,- 12 a.x2 1 a . 12-16d 2-112 57 21 �O 387 5B 6 6x6 51/2 5 12 8 7 a.x3 a. — —Y 5/8 — 503 CB68 6x8 51/2 71/2 a 7 a. — 2- 5/a 503 CB610 6x1O . 51/2 91/2 8 7 a' x3 7 a. — 2-5/8 — 503 CB612 6xl 51/2 11112 8 7 a.x3 7 a. — 2- — 503 CB7 GLULAM 67/8 s ec 8 3 a.x3 7 a. —2-34 — 723 CB88 8X8 71/2 71/2 8 3 x3 7 a - ----- 2-3/4 — 723 CB810 8x10 71/2 9112 8 3 x3 a. __�_ —3/4 723 CB812 8xl 71/,2 11 1/2 .8 3 x3 ca. 2-3/, — I 7J'41 CB9 GLULAM 8 7A8 s ec 8 3 a.x3 7 CB1010 i0xio 9 1/� 9112 8 3 ga.x3 3 ca. Ub1U1;e - 10x12 1 12 1 11111 b J ga.x3l 3 ga. 2-j/4 723( C81212 19-1 T�_ i_-_ ;;, 11 - - x3 1 - 3 ga. 1. 1. 2-J/4 723( 1 - uplitt luaub uavt: ucun increasea JJ'/. lor wind or earthnuake loading with no further increase allowed. 1W STANDOFF W40 b_0 COLUMNBASES The CBS and PBS are the on : ly non -welded, galvanized, I" standoff column bases available. Provides tested capacity. Features 1" standoff heig . hf,above concrete or masonry floors or decks, required by code when they are supporting perm . anent structures and exposed to the weather or to water splash, or in basements. Reduces the potential for decay at post and column ends. Slot allows for free concrete flow. MATERIAL:12 gauge base 10 gauge strap FINISH: Galvanized INSTALLATION: - Use all specified fasteners. See General Notes. Embed the CBS into wet concrete up to the bottom of the 1" standoff base plate. A 3" minimum side cover is required to obtain the full load. Not recommended for non -top -supported installations such as fences. CODE NUMBER: BOCA, ICBO, SBCCI'No. NER-422. NOMINAL MODEL DIMENSIONS ALLOWABLE L NO. - POST Wi. W2 D L H B B FASTENERS SIZE _�TBS44 UPLI C 4-4 7��BS46 —4.6 39/16 1/8 31/2 7 2 T/4 j57/16j j7/8 4�5/16 2-5/a MB 5335 3 �i/l 6 -5 7/16 7 7/8 3 1 41/2 2-5/8 MB S.11.3 5 1 CBS661 6x6 1 51/2 /1 6 394 I I I WdUl I ly. 2. For hi her clownloads, solidly pack grout under 1" standoff plate before installing CBS into'concrete. Base 'gorwnload on post or concrete, according to the code. ETA 06066iSIM— uyLine 5162 �10W��I�6k-TIE COMPANY. INC. . 19 CWB Cross -Section Detail -4 SI n 1 '1 .4 K. k�- -F - - - - - - - - - - - �7 7, :41 0 0 fir, 6 sb�,' .,Fr.TinN '1CWWCUMPRESSIDN-TENSION�', WALL 8RAC11Vi;). D166�ned�,to-f Ulf ill the same-codoracing requirements As 1x4 let -in bracing on 8�­w5llsi-to-preveht4valls from racking during construction. Not designed to replace shearwall load -Parrying components. Competitively priced and less expensive to install,than alternate bracing systems; data reports up to a 50% savings. Unique end design eliminates the necessity of full end -cuts through the plates. MATERIAL: 18 gauge FINISH: Galvanized INSTALLATION: - Use all specified fasteners -See General Notes. m Maximum stud spacing is 16". m Establish a run -line using the CWB as a straight edge. Single cut a saw kerf 1" deep along the run -line. If the wall is pre -framed. on the floor, place the CWB into saw kerf, and put one nail into top plate. Tilt the wall up -and plumb before nailing off bottom plate and studs according to the nailing schedule. NUMBERS: ICBO No. 1746. Dade County, FL No. 89-0131.4. City of L.A. No. RR 24948. NBr-rypE WALL BRACING ,igned to fulfill the same code bracing requirements as 1x4 let -in I on 8' and 10' walls: to prevent walls from racking during construction signed to replace'shearwall load -carrying components. , TWB features rolled edges for extra strength and safety, and ner schedule stamped right on the -steel. Wide flange ensures stallation. IIAL: 22 gauge 1: Galvanized LLATION: a Use all specified fasteners. See General Notes. Maximum stud spacing is 16".' Establish a run -line using the TWB as a straight edge. Single cut a saw kerf 5/6" deep along run -line. If the wall is pre -framed on the floor, place the TWB into saw kerf, and put one nail into top plate. Tilt the wall up and plumb before nailing off top plate, bottom plate and studs -according to the nailing schedule. NUMBER: BOCA, ICBO, SBCCI No. NER-432 for TWB10 and 12. MODEL N-06 * ANGLE AND LENGTH WALL SIZE_ FASTENERS PLATES STUDS TWB10 MODEL DIMENSIONS ANGLE FOR FASTENERS 11' 4" 8' Ca) 4 5' NO. LENGTH I SECTION 8'WALL PLATES STUDS. 2-16d CWB106 9L5-2/-4—"f�Wi6XL5/16­ 60o 2-16d 1-8d �CWB126 -45" 2-16d-. I 1-8d, Y NBr-rypE WALL BRACING ,igned to fulfill the same code bracing requirements as 1x4 let -in I on 8' and 10' walls: to prevent walls from racking during construction signed to replace'shearwall load -carrying components. , TWB features rolled edges for extra strength and safety, and ner schedule stamped right on the -steel. Wide flange ensures stallation. IIAL: 22 gauge 1: Galvanized LLATION: a Use all specified fasteners. See General Notes. Maximum stud spacing is 16".' Establish a run -line using the TWB as a straight edge. Single cut a saw kerf 5/6" deep along run -line. If the wall is pre -framed on the floor, place the TWB into saw kerf, and put one nail into top plate. Tilt the wall up and plumb before nailing off top plate, bottom plate and studs -according to the nailing schedule. NUMBER: BOCA, ICBO, SBCCI No. NER-432 for TWB10 and 12. MODEL N-06 * ANGLE AND LENGTH WALL SIZE_ FASTENERS PLATES STUDS TWB10 9'3" 8'@ 60' 2-16d 1-8d TWB12 11' 4" 8' Ca) 4 5' 2-16d 1-8d TWB14 14' 2" 10'@ 45' 2-16d 1-8d rypical TWB ristallation Detail @ Copyright 1991 SIMPSON STRONG -TIE COMPANY, INC. STRAP -a-TWHA TIES 3" 3 9 `7 . . - 4 L 0% 11.22 0. 041 '77, C\J 7 00 — 00 < Lo U_ C J V TIC14 ST2115 C14 Cf) C' U_ ST9 12,18, 22 3" Patent No. 4,367,973 U_ FHA A. 0 LSTA and MSTA CS c3iCOILED Hole Patnteinn STAMPS Continuous utility straps can be cut to length on the job site. Packaged in a lightweight (about 40 pounds)., portable 2'x2' square carton. MATERIAL: See table FINISH: Galvanized INSTALLATION: a See illustration. " Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. , The table shows the maximum allowable loads and the nails required to obtain them. Fewer nails may be used; reduce the allowable load by the code lateral load for each nail subtracted from each end. CODE NUMBER: Pending: Submitted to CABO 6190. MODEL TOTAL END. TOTAL ALLOWABLE NO. MATL LENGTH LENGTH CUT LENGTH FASTENER LOADS 100%' 133%2- CS150 1 1 6 ga 1 . 50' 13" clear span + 26" 26-8d 1235 1650 11" clear span + 22" 22-1 Od 1235 1650 -�S206 a- —,200'-- 91/�" __.cIear.span-+-19"_. _20-8d__ 950 - 1270- ---9"--- 1 clears an -+,l 8" 18-10d 950 -_ __1270 �� - -1— CS250 20 g , a 250' 71/2" clear span + 15" 16-8d 750 1005 7" clear span + 14" d 750 1005 CS360 22 ga 300' _ 7" clear s an + 14" 14-8d 620 825 5 IA2" clear span + 11 � _ 12-1 Od 620 825 1. Allowable loads 100% value is the maximum steel capacity and mayinot be increased for other load durations except as otherwise indicated. 2.133% value may be used for wind or earthquake loading. 2 06060/SIM BuyLlne 5162 051- '5 osf ogj,6. f6 5f 05f 6 dO - ,,��Sff 3 �90 11-1 Convenient Carry Carton 1.1 3 to Store, to Transport, to Use Use every other nail hole inarowtoprovidethe code, required mini murn center -to- center spacing for nails END cuf LCOOTO al"", Glo 7 Provide minimum end d - rice [qual number of specified nails ine7achend Typical CS Installation as a Floor -to -Floor Tie W) COPyrig I'll 1991 SIMPSON STRONG -TIE COMPANY, INC. 47 p. ST STRAP 06060/SIM TIES UyLine 5162 3" IS .36 wgl 1d] �_W �_W & �0 U 9U U, HST u: C_� L6 Lq 7 F �f3 < 4 U_ ST2115 gib A Y` 25 30 "I'!] IU -3 Convenient Carry Carton r %0 zZi so. C-4 6 U_ to Store, to Transport, to Use ST9,'. 12, 18 22 St Vl_�� 0 M Patent No. 4,367,973 V LL ------ L1 CS150 :1C S12PII csm!f� FHA 1. - 4 w*� 0- %1 IL M, LSTA and MSTA N, CS COILED Hole Pattern CS STRAPS CUT. Use ev�ry other nai I hole END. �ENGTIII ina rowtoprovide fhh, Continuous utility straps can be cut to length on the job site. Packaged in a -coderequired minimu rn lightweight (about 40 pounds), portable 2'x2' square carton. center -to center MATERIAL' See table spacing for nails FINISH: Galvanized INSTALLATION: m See illustration. Refer to the applicable 'code for minimum nail perfetration and minimum 5f IfIld wood edge. and end distances. The table shows'the maximum allowable loads and the nails required to obtain them. Fewer nails may be used; reduce the allowable load by'the code lateral load for each nail subtracted from each end. CODE NUMBER: Pending: Submitted to CABO 6/90. MODEL 1 'TOTAL, END-` TOTAL , ALLO ABLE NO. MATU LENGTH ENGTH CUT LENGTH FASTENERS . .1 LOADS — 100%1 .�,133%21 CS150 16 1 ga '156'_' 13" clear span + 26 .26-8d 1235 1650 11" clear span + 22" '22-1 Od 1235 1650 CS20 0 2QO� 91/2' clear span + 19* 20-8d 950 .1270 - —1---950,,- --1270-- r-- --I _!P_g@_1I - __ ---.----9"--i-clear-SDan-+18"-----18-10d CS250 20 ga: 250' 71/2* clear s an + 15" -16-8d 1 750 —1005 T� clear s an + 14 14-1 Od I � 750 1005 CS300 22 ga. 300' 7" -clear s an + 14 14-8d 1 620 5 IA?" clears an- 11-1 101 Providerninimurn end distance Equal nurnbe" Specified nails in each end Typical CS Installation as a Floor -to -Floor Tie 1. Allowable loads 100% value is the maximum steel capacity and mayinot be increased for other load durations except as otherwise indicated. 2. 133% value may be used for Wind or earthquake loading. Oc Copyright 1991 SIMPSON STRONG -TIE COMPANY, INC. 47 �,V 7 4- COLUMN"- 06060/SIM, -CR/CB-, BuyLine 5162 1:6w-* 66 , st post base for patios, carports; breezeways,, porctie��,a-nd 'r,� _simii, pp Ica ions ur 1�yalbes a:nd rugged performance For' .�ICB�� 6616mns t at,mquire high si'r'uct a b' iAL ee ta le,' !.'�,.�',FiNISH:'LCBt�-g'Al�a�iied,'6B,-L�ir�ps�6n g'ray�paint. 'i'�iTA"LLATION:,�n-"l���'-�ii spec"ifie-6'fi�i6ners": See General Notes. 3. k�`minimum side.cover i6-r'e'q' 6iired to obtaimthe full CB load: (Z'. for. CbB). w'Not,r6c: mmende �f -top7sup '-c b d ornon por�ted installations such as fen es., !'OPTIONS AVAILA unassembl6d- specify BLE'�- -The LCb,'m'ay be shipped Disass mbled." All'm6dels are available in roug sizes (specify "R" after mod6l,,number). CB may be ordered hot-dipped-g�1�6nized, �pecify,�DG., . 3 1. See also PBS and CBS� series�- 3"MINIMUM E NUMBERS: BOCA; ICBO,,,SBCCI No. NER-3! SIDECOVER 33. bade - County, FL (2';FOR LCB) 9-P'�31�2 and�City of L.A. No. RR 22086 f6r''OB only., , mO NOMINAL DEL POST NO.''. I '�' SIZE DIMENSIONS W" 1 W2 D MATERIAL a ASE 6 FASTENERS ALLOWABLE UPLIFT LOADS NAILS B . OLTS LCB44 -C�-B-44 4X4 -4x4 3 T11 6 -Y9/16 31/2 61/2, 12 qa.x2 116 ga. 12-16d 2-1/2 2160 3875 --.:.2Z5/elVlB- -5335- 6'165- 39/16 a 7 ga.x2 1 7 ga. 57116 -67/8 3 2-5/8 5500 5030 LCB46 4x6 39/16 51/2- 61/2 12 qa.x2ll6 2 ga 12-16d 1 2-1/2 2160 305 (31346�, -4x6 3 9/16 1 51/2 - 8 �-7 ga.)(2 7 cla. 2-5/8 -5030 CB48 4x8. 39/16 -71/�2 �8 � 7 qa.x2 7 q6. 2-5/8 --f 5030 CB5� GLULAM 51/4 spec ' 8,-`- 7. Qa;x3 .7 ga. 2-5/6 '-!� -5030 , LCB66 --C-B66 '. 6x6 -6x6 15 - 1/2 51/2, --� 51/2 12 aa.x2 16 ga. 12-16d 2-1/2 2160 3875 12 /2 -Tl�i 8- 7 ga.;<3 7 ga. 2- �5030 C868 6x8 112 -1/2 -9-1-& 8, 7 ga.x3 7. ga. 2-5/8 .5036 -CB61 0 � �6xl 0 5 7 a.x3 7 ga. 2-5/8, 5030 CB612 6x12 '51/2 111/2 8� 7 a.x3 7 cia., 2-5/8 5030 CB7 GLULAM 67/8 spe6 .8, 3 aa.x3 7 ga. 2- 3/4 .7230 CB88n .8x8, 71/2 71/�' -,8, 3. gi.x2l 7 da. 2-3/4- --.7230 �CB810, 8x10 �71/2 9 1/�] 8- 3* qa.x3 7ga - -- --- L 2-3/4 7230- 6"CB812- . 8x12 7112. 11,1/21 8 1 3,da.x3 7 ga. 2-3/4 7230 -'CB9 GLULAM -10xio 7/8 3 oa.x3 7 a. 2-3/4 i 7230 � B- 10-10 /2 91/ .3 aa.x3 3 cia. '2 - 3/4 -t 7230 CB1012] 10x12 91/2 1-1112 �a.x33 a. 2-3/4 7 Z�� 'C131212 12xQ� 11112 11 !/� '8- 3 ga.x3 1, 3 7230, - 0;g jypical CB Installation - T 3 0, ,g LCB:1 1, Uplift:loads have been increased 33% for wind or earthquake loading with no further increase allowed. L STANDOFF ki CBS COLUMN BASES r i "Si 3 The CBS and,PBS are the.ohly noh-Welded, stando- column _galvanizei 'i" bases'a'vailabi e Provide's tested capacity. Features'l tandoff h:eighf,ab ove Concrete or Tasonryfloors or. decks� required by code when they.are, supporting permanen V; TANDOFV d bxp6sed str SATISFIES EMEN to the weather or to Water splash; or in basements. 'R101'1iR' 7 ,uCture an SMINIMUM Reduces the potential for decay. at post and column ends.: Slotal lows for free SIDECOVER ..concrete flow.., V 0, MATERIAL: 12 g au g e,,"Ita -A se 0 g ge s rap J I 171141'�kj: Galvanize' d INSTALLATION: m,",Use all�specified'iast6ners. 'See General Note' !V- S. Embed. the.CBS, i6to,Wet concrete up- to the bottom of the 1 standoff bLise A pl' ate' 'A 3" minimum side cover is required to obtain the full oad. Nyt I t!L;PIj1m66d6d.fcr� no , n-to�'Supp6rted�i6stalla'ti6ns'su6h'a's fences. IN -SBCCl No. 22. OC " ' ­ ' �ER4' CO6E N6MBEh---b K,")CRO', ;-I f QAA NOMINAL MODEL , DIMENSIONS ALLOWABLE LOADS1 PO ST- - ,NO.,' V i W2 D�: L- FASTENERS HBI UPLIFT, DOWN 'SIZE CBS44- 4�<4- "39/16L� r,77,1;/87, --.:.2Z5/elVlB- -5335- 6'165- CBS46 4x6 39/.16 , 57/16 77/8 3 4`1/2 � 2-5/8 Mff- - 5335 1 6165 - I CBS66 6x6 5,1/2," 57116 -67/8 3 41/2 2-5/8 MB 1...,, 5500 11665'' Installatio n CBS44 Patent'No. 41924,648- 1. Loads may not be increased f or short-te rm loadin I g. 2. For higher downloads, solid ly'pack'g r6ut;u rider T.'��tand6ff plate befoie. installing CBS into cok(ko�' (6 Co hi 1991 Base download on post 6r,concrete, according t6'the,cbde:- P i' SIMMOrN STRONG -DE COMPANY, INC. 4 PAJMPAJHPA* SERIES HOLDOWNS. variet�Crf wood -to -concrete connectors that satisfy engineering ,,.-.,,and code,requirements. Allowable loads include a tested three'-fimes safety factor in concrete. One-piece design; no separate anchors requited. The required embedment is less than for the HD series. MATERIAL: PA -12 gauge x 21/16" —12 gauge x 21A." MPAHD HPA-10 gauge,x 21/1.6"' FINISH: Galvanized MINIMUM CORNER DISTANCE FOR FULLVAWES., Pre-bent to control the embedment at the required angle; field INSTALLATION: Use all specified fasteners. See General Notes. bendin I g is not nece . ssary. Installation holes allow nailing to the form, c; Where fewer fasteners areused in the structural wo6a member, NAILS 0.0 reduce loads according to -the Code. A wood splitting problem may The-MPAHD has one extra bolt hole. Installation occur when holdowns are nailed to lumber less than 31/Y' 'wide. To (MPAHD and OPTIONS AVAILABLE: m See also HDA Holdowns, ILTT and MTT Tension lessen splitting of 3x's or double 2x's, either'fill, every nail hole with Ties, and PA Foundation Straps. 10dxl 1/2" nails.or fill every other nail hole with'16d cornmons. Reduce P�AHD42!71e�- 5" the allowable load,based on the size and quantity of fasteners used. I 3 -1,12 -MB I.L�2385,�, IMUM,- Do NOT installwhere: (a) a horizontal cold joint exists between the SIDEBOVER PAHD42,MPAHD� slab and the foundation wall or footing beneath, unless provisions are (MAHID2.2 for made to transfer the load or the.slab is designed to resist.the load clo6er appliccations. imposed by the anchor (see also PAHD HOLDOWN OPTIONAL INSTALLATIONS); (b) slabs are poured over con 6rete.block 2680 1 foundation walls; or (c) the members being anchored are less than 31/2" wide, except as noted; see above—wood splitting. HPAHD221,. 35 1 10 124-16C114-1/2 MBJ n.The minimum center-to-center"spacing is twice the 4310 1 2830 3760 embedment depth. HOLDOWNS AWAY FROM EDGE PA HOLDOWNS 18 1/� 4 12-16d 2-11'2 MB 1600 The'minimum concrete compression strength i 000*psi. The 1175 1565 Q 233/4 minimum edge distance is 5"; see PAHD holl ns for edge 18-16d 3-1/2 MB 2410 3230 1730 installations. PA28- 1 29 4 21-16d 4-1/2 MB PAHD HOLDOWNS 3685 2125 2835 PA35 The 'minimum concrete compression strength is 2500 OsL Desig d 4 21-16d 4-1/2 MB 3240 3685 to be,installed at the edge of the concrete: The.minimurn spacirig;i 2315 HPA28 32 1& 6- r6quirements are 10" for con rite width an c' e d 9" for Concrete corr1eir .3240 4320 2830 3�760 3760 7 distance. See PAHD HOLD.OWN OPTIONAL INSTALLATIONS fQ, . . . . . . . . . . . corner, 8" foundation walls and two -pour installations ................ . : PAHD42 3760 Install before pouring concrete by nailing to the form, or insert into concrete after the pour. After the concrete cures, bend at the form line and attach to the stud. . MPAHD and HPAHD22 MINIMUM CORNER DISTANCE FOR FULLVAWES., Pre-bent to control the embedment at the required angle; field SEE PAHD HOLDOWN OPTIONAL bendin I g is not nece . ssary. Installation holes allow nailing to the form, INSTALLATIONS FOR CLOSER DISTANCE. resulting in 1 " deeper embedment; see illustration. Tests determined NAILS the pullout strength with. one horizontal #4 rebar in the shear cone. Typical PAHD42 The-MPAHD has one extra bolt hole. Installation MAX (133) (MPAHD and OPTIONS AVAILABLE: m See also HDA Holdowns, ILTT and MTT Tension HPAHD22 Similar) Ties, and PA Foundation Straps. CODE NUMBERS: BOCA, ICBO,-SBCCI. No. NER-393..D�tde County, FL, P�AHD42!71e�- No. 89-0131.2 for PA18,-23�, 6nd�28: Z 6 ", --'­1J'8_-16cI I 3 -1,12 -MB I.L�2385,�, MODEL NO.. LENGTH EMBEDMENT DEPTH FAST NERS1 ALLOWABLE LOADS2 NA I ILS� BOLTS NAILS BOLTS FLOORI 1 (100) MAX.. 1 (133) I FLOOR 1 (100) MAX (133) HOLDOWNS DGEANST&t.LED' _E - -, — P�AHD42!71e�- 26 J Z 6 ", --'­1J'8_-16cI I 3 -1,12 -MB I.L�2385,�, 1 2380-l—'1740 '2320,1, MPAHD_J- J5 1 8_ '120-16dl3-1/2 MBI 2680 1 2760 11945 2590 HPAHD221,. 35 1 10 124-16C114-1/2 MBJ 3215 1 4310 1 2830 3760 HOLDOWNS AWAY FROM EDGE PA18 18 1/� 4 12-16d 2-11'2 MB 1600 2155 1175 1565 PA23 233/4 4 18-16d 3-1/2 MB 2410 3230 1730 2300 PA28- 1 29 4 21-16d 4-1/2 MB '3240 3685 2125 2835 PA35 -35 4 21-16d 4-1/2 MB 3240 3685 2125 2315 HPA28 32 1& 6- 24-16d 4-11'2 MB .3240 4320 2830 3�760 3760 3760 29-16d 4-1/2 MB 3915 5220 2830 1HPA35 '�381/2 81/4_ IJh6HPk-HPAHD22and MPAHD anchors require a minimum lumber thickness of 3112" for proper embedment of bolt in the, wood member, the PAH042 requires 2112',' and all other bolt values assume a minimum lumber thickness of 1112" 2. Maximum loads have been increased 33% for wind or earthquake loading with no further increase allowed. 701 nnno;nmim DUYL-11111t: D,1104� See previous page for PA and HPA illustrati6ns.. Typical HPAHD22 Before Concrete Pour (MPAHD Similar) (Jd Copyright 1991 SIMPSON STRONG -TIE COMPANY. INC. PA Stud to Foundation Installation PAHD42 Typical PAHD42, — Before Concrete Pour 24 MPAHD 251" 2 J mom HPAHD2 2 13 LIGHT DOUBLE -SHEAR. - LU 5 JOISTHANGERS ................... 11 ht uty joist hanger that takes advantage of double shear nailing for r...*str6ngth and lowest installed cost. See illustration. MATERIAL: 18 gauge H: Galvanized INSTALLATION: w Use all specified fasteners. See General Notes. Not designed forwelded or nailer applications. 16d sinkers (9 gauge x 31/4") may be used where 10d commons are called out with no reduction in load. Where 16d commons are specified in the table; 10d commons or 16d sinkers (9 gauge x 314") may be used at 7/8 of the table load. IONS AVAILABLE: - LUS hangers cannot be modified. -209 and NER-421 when ',CODE NUMBERS: BOCA, ICBO, SBCCI No. NER used with 10d commons (see INSTALLATION). Dade County, FL No. 89-0131.5 for all except LUS24, LUS26, LUS28, LUS210. City of L.A. No. RR 24949 (except LUS2X). -MODEL NO. JOIST SIZE DIMENSIONS W H B FASTENERS HEADER JOISTI AVG ULT ALLOWABLE LOADS3 FLOOR "ROOF UPLIFT2 (100) (125) LUS24 2x4 19/16 31/8 .13/4 4-1 Od 2-1 Od 3850 450 625 785 LUS26 2 8 - 19/16 43/4 13/4 4-1 Od 4-1 Od 5167 895 785 980 LUS28 2x8,1 0 19/16 65/8 13/4 6-1 Od 4-1 Od 6067 895 1020 1270 LUS210 2xl 0, 12,14 19/16 7 13/16 13/4 , 8-1 Od 4-1 Od 7750 895 1255 1565 (2) 2x4 31/8 31/8 2 4-16d. 2-16d 5303 460 805 1005 -LUS24-2 LUS26-2 (2) 2x6,8 31/8 47/8 2 4-16d 4-16d 6076 920 1070 1335 LUS28-2 (2) 2x8,1 0 31/8 7 2 6-16d 4-16d 7750 920 1350 1690 LUS210-2 (2) 2x1O,12 31/8 9 2 8-16d 6-16d 10906 1380 1875 2340 LUS214-2 (2) 2x14 31/8 1015/16 2 10-16d 6-16d 12750 1380 2140 2675 LUS44 4x4 39/16 4-16d 2-16d 5303 460 805 1005 4x6,8 39/16 4-16d 4-16d 6076 920 1070 1340 -LUS46 LUS48 4x8,1 0 39/16 6-16d 4-16d 7750 920 1350 1-1690 1875 2340 2140 2675 link LUS41 0 4xlO,12,14, 39/16 8-16d I 6-16d 10906 - 1380 f� ll� LUS414 I 4x12,14 1 39/16 10-16d 6-16d 12750, 1380 1'. Joist nails must be driven at an angle through the joist into 3. Root loads are 125% of floor loads the header to guarantee the table loads. other criteria. Floor loads may be a( 2. Uplift loads have been increased 33% for wind or earthquake durations according to the code pro loading with no further increase allowed; reduce by 33% for nor- exceed those in the roof column. mal loading criteria such as in cantilever construction. 11 Im REINFORCING L ANGLES General utility reinforcing angles with multiple uses L Curved metal speed prong reduces labor and overall construction cost. Staggered nailing paftern reduces the potential for splitting and allows installa- tion on both sides of a member. MATERIAL: 16 gauge FINISH: Galvanized L! INSTALLATION: a Use all specified fasteners. See General Notes. OPTIONS AVAILABLE: a See LS for adjustable model. CODE NUMBERS: BOCA, ICBO, SBCCI No. NER-413. Dade County, FL No. 89-0131.1. City of L.A. No. RR 22086. MODEL ALLOWABLE LOADS LENGTH FASTENERS FLOOR ROOF NO. (100) (125) L30 3 4-1 Od 235 240 L50 5— _640cl— 7-�-350— —4,40--,-- .1-70- �_ ��7-;-� :�',714,70-,: - "5654" L90 9 10-10d 590 735 Typical LUS28 Installation 06060/SIM BuyLine 5162, Patent Nos. 4,291,996 and 4,480,941 Canada Patent 1,193,418 H- W 1. Load values are for condition F, or F2. 2. Root loads are 125% of floor loads unless limited by other criteria. Floor loads may be adjusted for other load durations according to.the code provided they do not exceed those in the roof column. —3 -A -21h" minimuria lumber thickness is required to dbieve the full load: reduce table loads by 10% for 1112" lumber. Typical L50 Installation (d, Copyrighl 1991 SIMPSON STRONG -TIE COMPANY, INC. 29 .0 0. 0 0 _F --------- --------- COMPRESSION -TENSION, WALL BRACING Designed to fulfill the same code bracing requirements as 1 x4 let -in bracing on 8' walls: to prevent walls from racking during construction. Not designed to replace shearwall load -carrying components. Competitively priced and less expensive to install than alternate bracing systems; data reports up to a 50% savings. Unique end design eliminates the necessity of full end -cuts through the plates. MATERIAL: 18 gauge FINISH: Galvanized INSTALLATION: - Use all specified fasteners. See General Notes. • Maximum stud spacing is 16". • Establish a run -line using the CWB as a straight edge. Single cut a saw kerf 1" deep along the run -line. If the wall is pre -framed on the floor, place the CWB into saw kerf, and put one nail into top plate. Tilt the wall upland plumb before nailing off bottom plate and studs accordinn to the nailing schedule E NUMBERS: ICBO No. 1746. Dade County, FL No. 89-0131.4. City of L.A. No. RR 24948. T -TYPE WALL BRACING �signed to fulfill the same code bracing requirements as 1 x4 let -in . g on 8' and 10' walls: to prevent walls from racking during construction -signed to replace. shearwall load -carrying components. e TWYfeatures rolled edges for extra strength and safety, and )ner schedule stamped right on the steel. Wide flange ensures nstailaflon. RIAL: 22 gauge H: Galvanized 1LATION: m Use all specified fasteners. See General Notes. • Maximum stud spacing is 16". • Establish a run -line using the TWB as a straight edge.,Single cut a saw kerf 5/." deep along run -line. If the wall is pre -framed on the floor place the TWB into saw kert, and put one nail into top plate. Tilt Ike wall up and plumb before nailing off top plate, bottom plate and studs according to the nailing schedule. NUMBER: BOCA, ICBO, SBCCI. No. NER-432 for TWB10 and 12. MODEL NO. LENGTH ANGLE AND WALL SIZE MODEL DIMENSIONS ANGLE FOFJ L FASTENERS NO. LENGTEJ:� 8'WALL FPLATES STUDS CW8106 9'53/4" 115/IGX'5/161 60o 2-16d F 1-8d %�� 1-8d T -TYPE WALL BRACING �signed to fulfill the same code bracing requirements as 1 x4 let -in . g on 8' and 10' walls: to prevent walls from racking during construction -signed to replace. shearwall load -carrying components. e TWYfeatures rolled edges for extra strength and safety, and )ner schedule stamped right on the steel. Wide flange ensures nstailaflon. RIAL: 22 gauge H: Galvanized 1LATION: m Use all specified fasteners. See General Notes. • Maximum stud spacing is 16". • Establish a run -line using the TWB as a straight edge.,Single cut a saw kerf 5/." deep along run -line. If the wall is pre -framed on the floor place the TWB into saw kert, and put one nail into top plate. Tilt Ike wall up and plumb before nailing off top plate, bottom plate and studs according to the nailing schedule. NUMBER: BOCA, ICBO, SBCCI. No. NER-432 for TWB10 and 12. MODEL NO. LENGTH ANGLE AND WALL SIZE FASTENERS PLATES STUD TWB10 . 9' 3" 8' @ 60o 1-8d TWB12 11' 4" 8' 45o -2-16d TWB14 14' 2" 10' @ 45' Typical TW`B nstallation Detail �O Copyright 1991 SIMPSON STRONG -TIE COMPANY, INC. FES J A A cr- rn P 31/93 c IVI uF C z""O f 7 1 0000�� f 4-- A L i3T Al", J-4 r 7" L-A-Tsr 7,q ------------------ 4 m "MAO 1 Doulm- P-0,105 10 TM PAR HELM Ar, PR ",0 -77 �;!r 45Z -4, 40000" f ........ ...... ANG95 ... UBJECT F NAME -7 --------- )_4 I. I aES N A �IE Joe NO. R RI 10 I A - coo OCIATES ION. , It-. aftelNERRING copd.0 e: LTANT: A 5 ^vupdu M Rosa �m wARK v IL LH-owmAl ORR" SHEET -f OF SHEETS PSI i -7. Ila mas ----- ..... . . . . . . . . . ..... . . . . . . . . ... 136695 "SUBJECT 9100940 CLIENTS NAME -4k—ASSOCIAT�ES OOK Z6 JOB DESCRIPTION' 15PAGWES161140 CON6ULTANTB AVEldum -z -UTE CMOVOLLK.:CAU�-�Nl,� one" T OF 'SHEE SHEE S 136695 "SUBJECT 9100940 CLIENTS NAME -4k—ASSOCIAT�ES OOK Z6 JOB DESCRIPTION' 15PAGWES161140 CON6ULTANTB AVEldum -z -UTE CMOVOLLK.:CAU�-�Nl,� one" T OF 'SHEE SHEE S + jz -7- W-l"M7 2/7 2. .. .......... �-4 0/ c d L j .00 . . ........ 7� Ag 3, 5 F-, - rm rn ..130 E 3t3f/g��, ,7 0 SUBJECT CLIENTS NAME —4 :.coow_ ASSOCIATES o E"OrmspiNg CONEWLTAWS �6060 WTION PARK AVENUG- OPOVtLAA; "LOPMOOMA 84HD" SHEET W SHEETS� THERMALITO IRRIGATION DISTRICT Envimnmenta . I Health 410 GRAND AVENUE OROVILLE, CALIFORNIA 95965 MAY 0 il)RL TELEPHONE 533-0740 Oroville, Califomia C'SA, 2,i5SEW'ER SERVICE APPLICATION AND CONNECTION PERMIT Service Address'�' fb 5 9 L e': LAL'rrY Kli i. t �,e- r, er u i "Z L 1 Owne�r's,N.am Date: ) -� 1" F, Address: Acct. No: CA. 9 5 �j 2 t� A.P. No.. Phone:",' 4 No. Units: Applicaot/Agpn�.! Agents Proof: Address: Fees: $ Phone.: Application Arrearage Preliminary Review Byi Date': CSA,26 Remarks: Oewar cunnec�Lion fe,�,F- %ij.11 b0-,'Lh0j&e '&Pp�j<!4W u, R, 1:1-LI'lu C0j%1Cdt0,V", j@�Ysteml, 'is t.mo. S.C. 0, 1�� Sftw4X� Other ql:rjae t4qu,ire'd a t 't4*,p 7 !j u Q 7 ty Total Fees 7 Collected By. 1W A�- ��,e D�ie: L d Review,B -/Z Fiel y a e Remarks:.. ;,a'l, A 41 1/,Po 7`t:1 0-�q e "0. a V, A101- f/,) RGES�IWJU`: 0 TO M AT [C A MONTHLY SERVICE CHA XQMMENGE,��A LLY UPO" I ''. � , , I , �, ' " ­­ , �� , � j I " 1, ;,.­ .. j, I N: El Date of TID appr'o.,'val'o'f�'c'o,m"pl�'eit�d�6'uil�i,�g-,"se-wer 1"y'��Ar)"e'c',Vo'n):., te.o' f f.D.R.W. app' 0 30 days after date above,",,or on.,Aaf rova 66mplei6d, bL!ildi'ng sewer, which ever comes I , I � , I �, 1�,,�;,� - "V., k � . : � first ("existing c,�'olh'struction'�',,,",prlio,rtb'M'�t:*5,"1.974). 180 days after date above', or on date '6f D.P.W.., approval of completed'building sewer, which ever comes first ("new construction", after Mar. 51 1974). DISTRIBUTION: WHITE - TID, YELLOW - APPLICANT, PINK - DPW, GOLDENROD - DPW to TID --�j Cermicate of%�ompLiance: Aesialenual - Climate Lone Mandatory Measures Checklist: 'Residential MEF -IR Project Title NOTF- Lo -r= residential buildings sub*t to the Standards must contain these Mc2sum mprdkm 0( Lhe complianot VV03Ch usc`L Ise'" mlrkcd w1th 'A &sWrisk M may be superseded by motic stringent compliju= requiremcms fiswa AV Building Pennit 4 ontneCezuticatea(Comphancie. When this chockhu is incorperated injo ft permit do�Ls. the features D.W shad be considem by all paruc� as binding minim componau performance 3pocarrations for the manduorymeasoes Project Address hahcr they am shown elsewhere in the doc'uumnlents or on this,becklisl only. #))E7 el Checked By I Date Docurnentadon Author Tekphone Enforcernent Agency Use Only DFScRjvnom Buildint Envelope Measures BLELDING DATA Glass Area % Gl= If 2-5352(aY Minimum ceiling insulation R- 19 weighted average - North §2-5352(bY Loose roll insuiasion manufacturer's Labeled R-ViKw- F Q ed Floorkrea Number of Stories 12-5352(i): Minimum wall insulation in framcd.walls R. I I weighted average (does not apply to citeribe in= waits). Number of Units sed Floor South Yi-Single Family Detiched (SFD) Wen 12-5352ft,Slab edge insulation - water absorption r=c no greater than 0.3%. water vapor Addition. Alone u2nsmMsm rate no gr=1" than 7-0 pciwLnch� Single Family Attached (SFA) Existing Buildin Skylight §2-5311: insulation sprciriedori-staised nocLicjifomia Encrgycommitsion(CEQ quality 9. starulardL Irbdic= type and form. Multi -Family (NM Existing -Plus -Addition TOW �O §2-5352(* Vapor ban"kil mandatory in climate ZAxics 14 zod,16 only.' J2, 5317: InfiltratiotVEzraltration Controls B UILDING SHELL INSULA71ON 2. DOOM and windows bctwwn conditioned ar,4 uncoi;6uoned spacrt'desig�lcd to limit air b. Doors and windows c=rwA -its Component Insulation L=aflorx/Cammt,, r- Do0rS and windows wcatherstripped; all joints and penetrations C-Ilr and scaJed. Type R -Value (ardc, to gwagd, =i-_4 etc.) 1 cY special iardtration buria instal led it, comply with J2-5 1 351 mocts CEC quality stmIdards. WaU .............. §2-D52(d): Installationo(F-=pLa= Wall .......... 1. Masonry and faaory-built rut:placu have: a. Tight fitting. Closeable metal or III= door Roof ..., ......... ]R3a: b. Outside w intake with damper and control C_Flucdamper�andoonuol Roo'f ........ 2- No cbnunu6w burning ps pilots ajlowed� Floor ............... HvAC and Plumbing System Measurts Floor ............. 12-5352(g) and 24303: Space condi uoru equipment sizing: 2uach c-L-1-tion.s., SlabZdge ..... §2-5352(h)ind2-53i5: Sc, k thcff�ostai, c4i al. applicabij tica�t systemL GLAZING Shading Device'3 12-53164)c Ducts constructed, iiasiaIjed and insuLated per Chapccr 10. 1976 UMC 12-5316ft Exhaust systems have dam per controls. Glazing Area Glast Type interior Exterior Overhang FramingType J2-53 . 14(c); Gas..rutd space heating equipffient. has inLermiacrit ignitimdevicm Orientation (sf) (singlr_ double) �oUer blind. etc.) §2-5314: HVAC equipment. waser heatcrs. shocrheads and faucc, certified by the CEC_ (shadesaem etc.) (Yevno) (metal/wood) 12-535201 : Water heater insulation blanket (R- 12 or greatcr combined ) or intiriorlexterior insulation (R- 16 or greater): fiu-st 5 feet of pipts ciosest to tank insulated (R-3 or Z=trr). NorT-h 12-5312(Exceptionl): P-ipc,insulationonsu=n2nducarncondcasuctenarn&rccimulaLing Nomt, piping. East §2-5319(d), Swinurung Pool Heating 1. System It= E"t Soul:11, 7— - a.0iVollswitchoishmmr. - - b. Weatherprod instruction plate on heater. Sou Lh W4 c. Plumbed to al;ow for solar. 7 2. 75 percent thcrinal cfriciency. 3., Pool cover. Wes;t 4. Time ciock. West 5. Directional w= inIcL S yli' .7 k ght ....... 0''. Ughtin% and Appliance Measures '12-5352(jr. Lighting � 25 lumcns/watt or greater for general lighting in kichens and bathrooms. THERMAL MASS 12-53 Wcr Gas r=d appliances equipped with intermirterit ignition devices. Type/Coverir 'Area Thicknm 9 -5314(i): RefrigcraUX3.mfriger2tor-fr=urs.frtczcrs and p c ri (Slab/e�vosed, tile, etc.) 12 by the CEC Indicate make and model number. fluorescm Larn ballasts czti ed (Sf) (inches) Location/Description �Vjtcheit. bath, etO DESIGNER DOORCEMENT CONOLL41kNCE STATEN[ENT This =tificate of PlIanCe 11= tb: bading f== and performa= spedflatidw needed to comply with Title 24. Chapter 2-53 and Title 20 Cimpic.- 4 Subciupter 4, Article I of ale Caldomia Administrative code- - Tilis HVAC SYSTEMS Duct has been siped by 6e Win cate, individual with overall design responsibility and the but g owner, who shall Type !(furnace, air �.".Efficiency Location Duct Output Manufact=r Model retain a copy of it and ==it the Cerdficate to xay subsequent purch=r of the buildin& condicio ner. heit pump), (SF_ SEER,HSPF) (atric, etc.) R -Value (B tuh) (or Approved equal) Designer Building Owner 7ok Addrc=- r 01-Y Addmu: Maximum Furnace Heating Out ut: -7 A Tckphonc-Tckphonc�. Lic. V HOT WATER,SYSTEMS tank -Manufa'cture:r/Model CONOLL41kNCE STATEN[ENT This =tificate of PlIanCe 11= tb: bading f== and performa= spedflatidw needed to comply with Title 24. Chapter 2-53 and Title 20 Cimpic.- 4 Subciupter 4, Article I of ale Caldomia Administrative code- - Tilis HVAC SYSTEMS Duct has been siped by 6e Win cate, individual with overall design responsibility and the but g owner, who shall Type !(furnace, air �.".Efficiency Location Duct Output Manufact=r Model retain a copy of it and ==it the Cerdficate to xay subsequent purch=r of the buildin& condicio ner. heit pump), (SF_ SEER,HSPF) (atric, etc.) R -Value (B tuh) (or Approved equal) Designer Building Owner 7ok Addrc=- r 01-Y Addmu: Maximum Furnace Heating Out ut: -7 A Tckphonc-Tckphonc�. Lic. V HOT WATER,SYSTEMS tank -Manufa'cture:r/Model # N Sys tem.Type (storage gas. etc.) Capacity (or approved equal) al i, Fe (Signature) I a V Documentation Author Enformment Agency SPECIAL-FEATUREs7iEMARKS (Add extra sheets'ift'ecessary) Narnc:- tdcMum iAccncr- Address: Tr. LT-4—�.- 1. ceiling Insulation Spepf=tion 1 Number of stories Points R -value One TWO Three R-0 -103 -49 -32 R-1 9 -8 -4 .2 R-30 .2 -1 .1 R-38 0 0 0 U -value 5 2 0.50 -176 -84 -54 0.30 -102 -49 -32 0.10 -26 -13 -8 0.08 -18 .9 -6 0.C6 -11 -5 -4 0.04 -4 -2 -1 O.C2 4 2 1 0.00 11 5 3 -39 -24 -10 2. Wall Insulation 40 -90 Single- Single - .26 -14 Family Family MUI& R-yalue Detac:ied Attached Family R-0 -68 -51 -34 R-1 1 0 0 0 R-13 2 2 1 S-19 12 4 U-vajue -20 -12 ---0.80 S3 -114. -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 O.C6 9 7 5 0.04 14 11 7 0.02 19 14 10 O.Co 24 18 12 3. Ralsed Floor Insulation 7 14 Insulation In Floor -43 -12 Number of stories 1 R-yalue One Two Three R-0 -8 -5 R-1 1 -3 -2 -1 R -i 9 0 0 0 R-30 3 1 1 U -value 21 -34 __--0.60 -144 .70 -46 0.50 -120 -58 -38 0.40 -95 -46 -10 0.30 -69 -34 .22 0.20 -.13 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 .2 0.134 -1 . 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawtspace -20 Number of stories 4 R -value One Two Three R-0 -11 .7 -5 R-5 -4 -4 3 R-1 1 -2 .2 -2 R-19 .-1 .2 -2 4. Slab Fdge lasulation 18 13 -12 4 8 Number of Stories is R-vaJue One Two Three R-0 0 0 0 R-5 a 5 2 R-7 8 6 3 F2 fac:or 16 19 0.90 -4 -3 -1 0.80 -1 .1 .0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) 7..Shading (Shade Open) EffectivePeic tGlan (percent Stan x SC) Effect." % Glass North East South iWest Skyright 18 Spepf=tion 1 4 Points na is SUndwd .2 5 1 na 14 4 2 5 1 na 12 3 6. Glaw Heat Loss 5 2 na Total 3 3 6 2 U -value 10 Percent 3 5 .51 to .41 to .31 to 0 30 or Glass Single 0oubie .60 So .4o less 50 -121 -53 -39 -24 -10 4 40 -90 -37 .26 -14 -3 8 as -75 -29 _iq -9 1 10 30 -61 -21 .13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 .18 -10 .2 5 13 27 -52 -17 .9 .2 6 13 25 -49 -15 ..a -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 is 22 -37 .9 -3 3 9 is 21 -34 -7 .2 4 10 15 4 20 -31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 1 7 14 -14 3 7 10 14 18 13 -12 4 8 11 is 18 12 -9 6 9 12 is 1 9 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 .1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) EffectivePeic tGlan (percent Stan x SC) Effect." % Glass North East South iWest Skyright 18 5 1 4 1 na is 4 .2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 6 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 .1 2 0 .1 -2 -4 .2 0 rTa - not allowed 9 11 12 12 6.0 5 Shading (Shade Closed) 10 12 13 13 Effective Pex c t Clam 9 10 12 13 (percent gla= X SC) 7.0 6 9 11 13 13 14 7.5 6 10 % Gliks Norlh Eta South West Wqht 18 -14 -48 -69 -64- na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 1 2 -8 -29 -40 -37 na 11 -7 .26 -36 -33 na 10 -6 -23 -31 .29 -74 9 -5 .20 -27 -25 -65 8 -5 -17 .23 -21 -56 7 -4 -14 -19 -18 -47 6 -3 -11 -is -14 -38 5 .2 .9 -11 -110 .30 4 -1 -6 -a .7 .23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 ina - not ak-wed -25 or -24 to -14 In -4 to +6 to 9. Interior Thermal Mass SCORE CARD Interim Stab Floor Raisw Floor Mass- Slories Measures Stores Point Scores /CFA One Tym Three One Two Three 0.0 -8 -5 .4 -2 -1 -1 0.1 .8 -5 -3 -1 0 a 0.3 -7 -4 .2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 .2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 Z5 0 3 5 7 7 a 10 1 4 6 a 8 9 3.5 2 5 7 9 9 1 0 4.0 3 6 8 9 10 10 4.5 3 7 8 10 1 1 1 1 5.0 4 7 9 it 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior WaU Thermal MaSS Z Exterior vrqle- S-qlo- 5.0 -30 Wall Fami)lr Faffal MUM Mass Detached Attaiched Fw4 0.00 0 0 0 6.6 0.20 3 2 1 -2 0.40 5 4 3 0 U0 8 6 4 9 0.80 10 8 5 3 1.00 13 to 7 9 1.20 13 12 8 19 1.40 12 13 9 11.0 1.60 10 13 11 12 1.80 10 12 12 22 2.00 10 11 13 M 29 24 20 15 11. Heating System 56 58 Zonal Control Adjustment 1.1 SE or RSPF 10 a (assumes ducts In attic) 6 4 3 Sumoll-6 No Cooling System Installed 22 3.4 -25 or -24 to -14 In -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 , 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 to 2199 Fffective SE or HSPF ; or (SE or HSPF x duct etnciencT) 1.6 1-7 Effective -25 or -24 to -14 In 4 to +6 In 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -sG -47 -38 .30 na 3.41 -45 .39 -34 -29 -24 .18 0.40 3.67 -34 -30 -26 -22 -18 .14 0.50 4.58 -10 -9 -8 -7 .5 -4 U6 5.13 o o 0 0 a a 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 Z5 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 .37 32 28 24 19 1 5 Zonal Control Adjustment -18 System Type -9 -7 -6 3.5 Resistance 10 9 7 6 4 3 fter 6 5 4 3 2 2 12. CooUng Syst.:m SCORE CARD SEER Measures Point Scores 1. Ceiling Insulation (assumet ducts In attic) Stm of 7-10 U -value (0.0301 2. -25 of -24 b P-14 Io -4 to +6 to 16 or SEER -Wss -15 1 -5 45 +15 more 8.0 -14 -12 -10 -a -6 -4 8.5 '9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 -3 -2 .2 9.0 -4 -3 -3 -2 .2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 13.0 -40 17 14 12 9.. 6 Effadve SEER .70% (SEER x -Jud efflcienc7) Q6% 105% &.71 of 7-10 115% 120% Effective -25 or -24 to -14 to -4 to +6 lo 16 or SEER less -is Z +5 +15 mom 5.0 -30 -25 -21 47 -13 -9 6.0 -12 -11 -9 -7 -6 4 6.6 -5 -4 -4 -3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12-0 30 26 22 18 14 9 13.0 M 29 24 20 15 10 56 58 Zonal Control Adjustment 1.1 1.3 1.5 10 a 7 6 4 3 2.3 3 No Cooling System Installed 22 3.4 3-4 34 -Stories 3.8 4 4.3 4.5 4.7 4.9 One -5 -4 4 -3 -2 -2 Two + 3 3 2 2 2 1 SIngle-Farnfly Detached and Att2ched i UM Size iso 4 Water Heater uredit 139 12M 1700 2200 2700 Type T ypo or 10 Iss 1699 J to 2199 to ; or 1.4 1-4 1.6 1-7 1.8 1.9 2 ZI 12 13 26N more SG None 0 0 a 3.9 4.1 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 1.7 WSB Is 3 3 2 2 3.1 3.2 POU 8 5 4 3 3 SE None -37 -24 -1� -15 .12 61 sol's, -1 - 1 -1 0 0 2 HWR -18 -12 -9 -7 -6 3.5 WS8 -25 -16 -12 _10+ -8 4.9 5 POU- -18 __12 -9 -7 -6 lG None -5 -3 .2 -2 -2 13 Solar 7 5 .4 3 2 18 POU 3 2 1 1 1 IE None -28 -7 19- -14 -11 .9 Solar a 5 4 3 3 POU .10 -6 -5 -4 -3 Mulltl-Famiy Ondividuall units) S.5 I ft Size (sl) ��.i 5.9 Water Hower Credt 699 700 1200 , 1700 1.8 1.9 Type TYPO or less 10 1199 1 1 211099 more SG None 0 0 0 0 4.7 or Solar 14 7 5 4 ;113 KP HWR 9 5 3 2,,,V! 2 2 WSS 9 4 3 2 %. 2' 33 3.4 POU 9 5 3 2 2 SE None -45 -23 -15 11 .9 63 Solar 2 1 1 0 0 U HWR -23 -12 -8 -6 -5 3.1 WS8 .25 -13 -8 -6 -5 11 5.2 _PQU -23 --a .1 2___:8 -4 59 6 -6 -5 66 tione 100% 1.7 -3 -2 -2 Z5 Solar 6 3 2 1 1 4 POU 1 0 7-15 0 0 0 IE None -30 &1 -to -a -6 69 7 Solar 18 9 6 a 4 ?$ Z9 POU -8 -4 -3 -2 .2 JL VL11L OybMil OUIIIIIIaFy; Chmate Lone ii SCORE CARD Measures Point Scores 1. Ceiling Insulation Interior MasslCFA R,*uc 1331 U -value (0.0301 2. I I PASS Pf Iq or U-vduc Jo.W8I 3. Raised Floor Insulation or R-valuc [ 191 U-viluc [0.0371 4. Slab Edge Insulation or R -value 101 ­-'� C:"!, 11 S. Infiltration Standard 0 6. Glass Heat Loss I TYPE I PMSS (UIMC b 4.2. WS exposed slab) U-vaiue_10.65) TOULL Glass C 161 Sum 1-6 0% S% 10% IS% 20% 2S% 30% 3S% 40% 4S,?. � So% 5�% 1510%- 6it 75% 80% 'gS' ""coy' .70% 8S% Q6% 105% 110% 115% 120% 125- 0% 10% 0 0.2 0.2 Q4 0.4 0.6 0.6 0.8 0.8 1 1.1 1-2 1.3 1-4 1-5 1-8 1.7 12 1.9 11 21 Z3: 23 15 27 17 2.9 29 3-1 3.2 14 3.8 3.3 4 4.2 4.4 ­4�6 4.8 5 53 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 Z2 Z4' '15 17 Z9 &1 3.3 13 3.5 15 17 17 19 4- 4.1 4.2 41 ..4.4 4.5 4.6 1L 5 52 5.4 30% 40% 0.5 0.7 01 0.9 0.9 1.1 1.1 1.3 1.4 1.6 1.8 2 22 14 Z8 Z8 3 32 3.5 .1 7 3-1 4-1 4-3 4-5 4-7- 4.8 49 5 5.1 52 5.3 5.4 56 56 58 50% 119 1.1 1.3 1.5 1.5 1.7 1.7 1.9 1.9 11 12 23 U 25 25 17 2.3 3 3 3.2 22 3.4 3-4 34 3.8 &1 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 59 4 Q 4.4 4.6 4.8 S.1 5.3 5.5 5.7 SA 6.1 55% 60% 0.9 1 1.1 1-2 1.4 1-4 1.6 1-7 1.8 1.9 2 ZI 12 13 Z4 Z$ Z6 2.8 3 32 15 3.7 3.9 4.1 41 4.5 4.7 k9 5.1 53 56 58 6 62 65% 1.1 1.3 1.5 1.7 1.2 Z2 Z4 26 Z7 zo 29 3 3.1 3.2 3.3 14 3.5 36 3.0 3.8 4 4 4.2 4.4 4.5 4.8 5 52 54 56 51 61 63 70% 1.2 1.4 1.6 1.8 2 22 2.5 2.7 2.9 3.1 13 3.5 3.7 3.9 4.1 4.3 4.3 4S, 4.6 4.7 4.8 4.9 5 5.1 53 55 5.7 5.9 '6 61 64 75% 1.3 1.5 1.7 1.9 ZI 13 U Z7 3 3.2 3.4 3.6 18 4 4.2 4.4 4.5 4.3 5.1 52 5.3 5.4 5.6 5 8 62 64 S.5 5.7 5.9 S.f 6.3 6.5 1117% 85% 1.4 1.4 1.9 1.7 1.8 1.9 2 2.1 22 Z3 2.4 Z5 U 2.7 2.3 7.9 3 3.3 3-S' 37 12 4.1 4.3 4.5 4.7 k9 5.1 54 58 5.8 S 62 64 86 90% 1.5 1.7 2 2.2 Z4 25 Z8 3 3.1 32 33 3.4 3.5 3,6 3.3 33 4 4.1 4.2 4.3 4.4 4.5 4. 4.1 7 4.8 5 52 54 5,6 59 6.1 63 65 67 95% 1.5 1.3 2 U 2-5 Z7 Z9 3.1 33 3.5 3.1 3.9 A.1 4.3 4.6 4.8 49 - 5 11 5.2 53 5.4 51 5.6 5.7 5.8 59 6 6.2 64 66 6s 100% 1.7 13 V 2.3 Z5 Z8 3 U 3.4 3.6 3.8 4 4,2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 &1 62 5.3 6.4 6.5 6.7 6.7 69 7 105% 110% 1.8 1.9 2 Zi Z2 13 2.4 Z5 Z6 Z7 ?$ Z9 3 3.1 13 33 35 1$ 3.7 38 3.9 4 4.1 4.3 43 4.7 4.2 S.1 5.4 56 5.3 5 6.2 6.4 &S 6 8 7 115% 2 2,2 Z4 2.8 2.3 3 32 3.4 3-6 3.8 4.1 4.2 4.3 4.4 4.S 4.5 4.7 4.8 4.9 5 5.1 5.2 5.3 5.4 5.5 5.7 5.7 5.9 5.9 6.1 6.2 6.3 6.5 6.7 69 71 1201/6 125% 2 ZI Z3 13 Z5 Z5 2.7 Z8 7-9 3 3.1 3.3 15 3.7 3.9 4.1 4.4 41 4.8 5 5.2 5.4 5.6 5 a 6 62 6.4 6.5 66 6.7 6.8 6.9 7 7.1 7.2 73 3.2 14 IS 3.8 4 4.2 4.4 4. 4-9 5.1 5.3 15 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 JL VL11L OybMil OUIIIIIIaFy; Chmate Lone ii SCORE CARD Measures Point Scores 1. Ceiling Insulation R3o or R,*uc 1331 U -value (0.0301 2. Wall Insulation Pf Iq or U-vduc Jo.W8I 3. Raised Floor Insulation or R-valuc [ 191 U-viluc [0.0371 4. Slab Edge Insulation or R -value 101 F2 hictor J0.7 S. Infiltration Standard 0 6. Glass Heat Loss Type (doullicl U-vaiue_10.65) TOULL Glass C 161 Sum 1-6 7. Shading (Shade Open) % Glass SC Eff. % Glass a. Nonh X .77 1149 0 b. East Y. = X c. South /-7 X d. West J� - 5- X -ir. 00 4_5 e. Skylight 0 X 8. Shading (Shade'Clo'sed) % Glass SIC Eff. % Glass a. North X 41 b. East X c. South X - 4 i -y d. West '&_2f - OW e. Skylight X 1,91. Iliterior Thermal Mass TYPE I KASS AREA . . . ) COND. FLOOR AREA Intcrior Yui,,CFA 16. Exterior Wall Mass TYPE 2 KASS AREA COND. FL_C0_R AREA Exicnor wan 3 f1l. Heatinj System 7-;A, a n = 7 Zonal Control? Y N SE or HSPI� Duct ELficicncy [0.�sl Effccuj SE or 10.72/6.61 HSPF [o_W5. IS] 12. Cooling System 0 V!M X Zonal Control? Y N SIM 19FSI Duct Efficiency 10.741 Effccive SEER [7.031 13. Water Heating Type IsGi Credit [a=j Point Total., 0 _k5 DIRECTION sc�?a a flvzojo 7,,,.1 d 72 _i'hus set of plans and specif ostion.s mu -ST be kept on the job at all times and it is unlawful to ma,k�9 any changes or alterations on same without written permissioyns, from the Department of M Wr4fts. County of "on: AAI" Ua phi &1Re to Workm p ft1 .A-COordance t71th RecO nixed Good P.ract.r..es and Or a Q7 ..tv PresUr_iu_€," irr ftp t3 SPeCd- rtd L.se iu the iJ"'00rm Building, Pcd--dbf 191 & 1Aechani" "wem Aw th# xruovc McOt!1061 Code, 1 y 112 91 AIL' MUMAES AND EOUI� OVEI�FIA;8�1GS SHALL 13E C ' I�ENT WCLUC31N^ A SET 13AC;K OF LEAR OFAI_I_ oSEA�1'E1�4T; cj -- �' 0-130 1E SIDE Ak FT. . 'HCI THE REAR PROPERTY LINES AND .._.��.. Fe IOM THE ROAD CENTE LINESHAL VL EE CLEAN ®F STHUCTd3ES AND EC't.Is1IENTCEr'�- A 2 FT. "rz O R�-i.�t�>�01 I�4"30 -13 - 08 CA, LE VA1:1,0,. /t &ave 6P1Sump &44, __ A �' n53 M � tie t� see WOO(- PISAoaro- a 5l g 'F'a� ':�.�.*+k&�.9 �'ni, •� s'`" �8?:,, { .c�...�- +lsr �9 �'r ,,.m> TO DETERMINE POOL GENERAL APPROXIMATE ELEVATION OF .,��sxa.'_`a�..,.�a.�,.w.� �°Y :SPA GE E A ,r•r. =. SPECIFICATIONS POOL AREA TO BE FENCED, :: ; SPECIFICATIONS CATIONS BY OWNER PER COUNTY OR CITY SIZE 18')0IRAREA ODEPTH—TO SPA TYPE: MDL# SHAPE Jp j, a`1 4 DIMENSION: ' LINER DEPTH: y. POOLCAPACITY GALS " COLOR TOTAL GALLONS PUMP SPA J ETS TILE MOTOR H.P. H.P. HEATER: FILTER SO. FT.PUMP k.., &MOTOR: VACUUM LINE & SKIMMER AIR BLOWER: RETURN LINE " GAS LINE: `. MAIN DRAIN " PLUMBING FOR SPA: SKIMMER MODEL ELECTRICAL: CLOCK: BACKWASH LINE EXCAVATION: ' OF 1/2" FILL LINE " DECKING ANTI SIPHON VALVE MISCELLANEOUS: HEATER SIZE BTU SOLAR :GENERAL GASLINE BY: VENTED BY: SPECIFICATIONS LIGHT CLOCK SO, FT. POOL SO. FT. PANEL ELECTRIC BY:PANEL TYPE PANEL SIZE ELECTRICAL BONDING BY: s -�°' ,: NUMBER PANELS PLUMB RUN POOL CLEANER: k; AUTOMATIC MANUAL CHLORINATOR 'F THERMOMETERS BOOSTER PUMP BOARD =— SIZE SINGLE D DOUBLE O ELECTRIC BY: BOARD SUPPORTS x + JOB NO. LADDER — MODEL MAP BOOK NO. SLIDE # Water Color— Hookup LEGAL DESCRIPTION a GRADING STUB PLUMB. 0 YES O NO DECK BY: , NOTES SCALE 1/8" = 110" `LOT NO. TRACT NO. BOOK PAGE -.;.—BLOCK ok ESCROW "CLOSE_ .✓ • TENTATIVE DIG DATEf •r PERMIT OFFICE MGR. SALESMAN DWN M- DATE CK'DlY. I nave NOT TO SCALE DEEP END SHALLOW END UNLESS OTHERWISE SPECIFIED: POOL IS _ SHALLOW TO .:._ DEEP I HAVE RECEIVED A COPY OF THIS 'PLAN AND HEREBY APPROVE POOL AND EQUIPMENT LOCATION E DA OWNER:. 3F TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY ORDINANCE." GATES TO BE SELF " CLOSING AND SELF LATCHING. a`1 4 DO NOT,TURN ON POOL LIGHT WHEN POOL IS EMPTY POOL OR SPA NAME fJ,6A1,0 PA. AIA!l Z ADDRESS 1,6S9 LE,64 CROSS STREETS RES. PHONE c534.54 75 BUS. PHONE $97 EAST 20TH STREET PERFE'AlC�I CHICO, CA 9592$_ '(916) 895-04$7 'R License #566654