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HomeMy WebLinkAbout065-050-022BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION -FORM O FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) 0 CHICO AREA RECREATION AND PARK DISTRICT (CARD) tN PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number s) 0 b!�>- 06 y 7 Building Permit Number _05- I L{ Property Owner (s) � .l � � NA. n Project Location /Address i �G ► 1'� Subdivision Name. Assessable Sq. ge Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached ./Atlteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified'by Assessor Department Demo Permit (date issued 1l ) ( verified by Building Department comments: ?T Building Department Repr sentative Date 0 FRRPD 0 CARD PRPD 0 DRPD certifies that: 9 e rfTin 71 Applicant Name Phone Number � 3 1.9 Mambo evter°/ Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ per unit for a total of $ Square Feet @ $ �� per sq foot for a total of $ %�� Remarks: Pai by heck No: Paid by Cash: Receipt No: R c nand Park District resentative Date v. ­ AV, T ,r r�nir_ CnnI AV% -1. ---,.--ALSA Ir,— .,, 1 AM'.. itiy;rT"y'ft,".'Wi'#`'{t"t.SFJ"^ia'.'"x`q�j".?,'gat�s'suf,'tc'4S•y+i'��aj�' c.�„2t"'r"Sz.Q!"."�"Maur-`+�n�d7rn'f`#1-s;T':.,.,jj•,`�".R;'Y."r".n;•�.�it^ w r d ' 1 } BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District Building Department No. A.P. Number r. QS -22 Jurisdiction ❑ Ciry. Lop!Q,. County Property Owner Property Location/Address �Cy4 '4964<CZ Subdivison Lot No. Residential Development 0 ❑ ❑ Sq. Footage No. of Living MHI Addition (Group R) Units Commercial/Industrial ❑ ❑ Sq. Footage New Addition (Including Exterior Roofed Areas) 1 uitd ng Departme Represen ive Dat (Floor Plans reviewed by School District Personnel) District Ldentification No. 2 School District certifies that (Applicant) (Street`Address (Phone Number). tty,) (State) , (Zip Code) /1 has complied with the requirements of Resolution No. by payment of $ J061y5is'Kid square feet. q ❑ Check here if fee received represents "Full Mitigation". 1 a 47</ Representative Date A Paid by Check #�. Remarks: Bank Number �— Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under. the California Environmental Quality Act (CEOA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmk, (4/94)-L' Imo: dl d M III`I `� iii II lII 1 II j 1p f'I I L�. I ,'I Iil i� ✓, i iI �:I ii �. J,II .. , Ja�I 2 Iqq? III 1J ��LIAI o c �I' ^359 F,r o .l h 'I 1 :_i. S-'32 �, ex 1 0»>'> __ -- [ 6,04806--=««M01S5a» -d.,, Customer IiOFFMAN' , We an ? S 4 11 :, z Projeet RH2377 Trwss ID AGEI Family # ` 108 'y 5 --_ Span 36=0 Quantity 1'I Top p tci l 5��12 il,I dI �� = - - - _ _ _ -------- -=- a NOTD i 1-Gab1e'rstuds' s,pa'ced Iat 16"IJnches �Io c � q �I, �� " "pend 2 -brace ��=E'rti�cal sr.uds in �acicordance with standard gable de,t'ali3; _ 3�4 - , 3� 'ill Gonti'nuous bearing provideld`� a1on �lenttre ,bot.t�om' chord' '' 1 P' 4 �I,Provide 1X4: plates at �eacl� end o ' gable stud' runless otherwise not6d,I ��-5 PLATE OFFSETS (X=LEFTY=TOP) (1'3=3,) (15-3;,37, ��5=6 I6t7 G II nl 4 II PLATE A i i 12-2—UO x_18-0 , •?3 9=G1 a � 1129"-6-13 � 36-0 ��2� I,',' I I — A 4 X4 r I I _ � I 1 IIA 1 i I I 5Xfi „ 5 6!, I s a A 1 A ', 3X5i1 3X5 777, 1 — I 1. �'11 011"9 8 II- r i i� I � I n A 1 I 1 A I i I i I 1 1' i i i - 036-0. 9-3 7 4_ A:: I I i I I. I.,1 u I i i I i I r -,6 R. HL TO PK_�:i19 6� HL ITO P K .1.9 , LEFT FI, GH- :'Q-4=1 SPAN 36 `IO RISE 7- 10; 1 RIGHT `HEIGHT 0 4-1 A'. A- --- - - - -77 STRESSES MIN3MUM GRADE,OF LUMBER-- LOADING (PSF) MAX L: I TOP. CHORD 2X4 No &Btrl 'G'R DFI-L LEFT L D . .1 TOPII 3.5 17 BOT.ICHORDiMf No.1&Btr GR DF -L DL @OI Q 010 �'; L 1160 ,'I W�ESS 2X4 ' LOAI BOTT 0 71 LL EF IGR,! 4DF-L � � _STANDARD - p IfSTR INC'.: LUMB 1 15.,PLATE 1 15 ^_ -_ --'SPACING 24 0 ink o- c ----- - 'OF!�MEMBERS REPETITIVE; STRESSDS USED NO BOTS OEFLECTION(IN.•) L L= O:OO,U L=0,00,7 L=0 001 STR' PLATES gRE,MI'iEK iM2A-186,147 MANUFACTURED FROM ASTM IAI446 GRO "A IGALVANIZEO STEE (EXCEPT AS'SHOU11) R'EPI _a' p $ SANT, SYMMETRICALLY(EXCEPTI�AS,i,SHONN)DESIGN CONFORMS uI^TN dDS'DESdGN �sPECs, ;UBC•fIC80,TPI 91 LATE MUST BE IN TALLER ONIEAGH FACEI0FiJ0, THIS DESIGN ISIFOR TRUSS IFABR'ICAT110N ONLY.FOR PERMANENT ANO TEHPORARY,BRACINO(11H[CN 1SIAUt1ATS REOO)CONGULT :BLDG ARCHITECT OR ENGINEER. DEFLEG PLATES PLATES: TN I�.S ID 7 I I I I � 1 1 I I AN I e o'I BGE I. 1 I I ON J 1 !L II I f� P.� O I I I � I 1 � '� h F CP1i0� 'I 1 lu' p I I dll0 1 II I, 1 I ' � i F 6f6 J a rl, 23 1999 1 l n �, No.2�53 r, C ,P -2x1,1 -- ___,__««MOSS >'I> - '10'0»> -_- 604810 ']' -- - -r S -___�( �� ACES-�2vex. Wed Jan 22 12::56:015 1997, I'g - Customer H:?FFf i7�7 Faop # 21,01 BC 15-7, Pzoj ect # : RH7317 -'- - I'o'P Piteh --3/1'2 Span 5-;3-8 '� I��Quanrity -- NOT _ __ _ M _ _ _ _ -_ - _77 - i-1 - REACTtoNS S12E APPR01+E0 FOR MIiEK,1HDUSTRIES',INC.,- FORCES LOADICASE 1 D �•1= 0 ! 13661 3.50 - 3= 368 3.50 I i 3` 8 I 5--'3!-8 '1 1RQ'DROPPED I- L` 1 1I �1 x 4 AOR ;OUTl00KERS I 2 3 x 4 I I ,I � d Jk BRl� CIN(3 1 � LOCKIN F UIREiO AT SUPPORT: P 1 , �n it I I 1 I' I i I 3 I I I it I I 1 I I I' I �k I 53 11 8 4• Ii , ,. I'1 5!— 8 1 I' L , LE , �H! FT. IL.'-TOIPK-5-5_7 �,I HL LEFT"HEIGHT;0-;2 SPAN.5' 3 8 RISE.1 5-14, RIGHT HEIGHT 1] 15 �4 LbAD, LOADING '1l (PSE1� AMAX STRESSES " MINIMUM GRADE OF LUMBERiI •TOP CHORD 2X-4 No ° 1&Btr. GR BOTT L D TOP 1' 2-.o „765 IDF-L SLOP 35 7 BOT'I" 3 11aU . 273, BOTCHORD , 2X4 No 1&Btt GR D'F L L__-- >TR. BOTT 1 19 71 p LL,AEFL 'L/360 WEBS 2Xa S�GR DF -^ ZEPT _ STR INCA LLTMB 1 1I PLATE1115 _ 'SPACING -'36 0 in I,Lo.i1 c.' 1 HFLECTI REPETTTIYE STRESSES NOT USED N0. OF R1 LATES J I'S it DEFLF 'ION(lN�) L,L= 0,00 D,L Oi00 T,� 0,00 lO;RSF NON CONCURREN LIVE LMD AND 5.00 SF DEADIIILOAD ON'BOTTOM CHORD PER ABLE 16 B'UBC•94 _ rI a LATE �jIS DE3 811SbE( TRUSSljAS BEEN CHECKED,TOR I PLATES ARE M1TEK MZO-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANI2E0 STEEL(EXCEPY AS SNONN) ON EACHrvFACE OFSYM.METRICALLY(66EPT`AS SNOWN)DESIGN'CONFORMS WITH NOS DESIGN SPECS, UBC=ICBO,TPI-91' ' PLATE,MUST BE INSTALLED ,JOINT, TRIS;'DESICA A S FOR TRUSS FABRICATION OPLY.FOR PERMANENTIANO TEMPORARY BRACING(IJHIC,H 1S, ALWAYS D)CONSULT ,BLDG ARCHITECTIOR ENGINEER, It Iti I Ni I' JAI ;.I I 199 2 3' R v OFE 4 N i , 1I ilt 1 74' rl•10 iC CL �' 'E .D , X 9 I a 1 I �'3C � 1 r � , I I tb I I I 74" a I ,. I l �! I i I s u I. I ✓ L OF CAtlFo�N�P 1 L I I I 'I I�' I III � I I' �'_;I�II 1 i II I. I II I,, ,I I II I Iy I f _ 1 I II I l CI I I rll I I 'h I r11 I I I I II II ��'i I l r l I I I I I I I II h I, I' I�larl„23� 1997! I �O�M hlo 12 5� P x/61 'I l <c. .�� L• is a a`i i'. >» _ �Cus'tom�r 1 HOFEMAiJ = 604'805 ) _ -', <�<muaa "» - ' 22 I 1121-55 133 1997 Pro���ct # RH23�7 Tru,ssl'ID A 'p Y #'� A0:8i s�a�n 36=0Quantitry 1 7 5 TopyP11 ,' gI cril 5/12 a _ _ ` FO N Z I I, I RCES LOAD CAS= #1 � , � I I �j, II,REACTI'0 , 51.l ! I I III I ll-2m-350, 10=•<63 5 8=-463 ,1 7 8= 3193 2-1=-1946 ,1 I I i' 11� Il, .3.50 h 2 3�•3�202l : 8-9= 2706 3 110=115081 7 1946, 14=1.2246 3 9 10.,2706 13.9=-845 1 'I 4 9= 124,2 3- 5• 6 �I I I 6 •3202 4• �I h, 617 135871 5 B- 1508,1 5. 1 1 I I I II P PLA E tlFFSE7S l(X-LE]F- 33, rrr 16-' 6- I + I I I ISI 1 u PLAT III II II i I I I I 0 II I II I ri + i r -0-� 6 5 3 12-2-110 - � _ I T, I 1 3 9 6 2 I, 3 '0 I =E- i 8 0 � 2 '3 ; 6 13 6 � }.12�p I , I 6 S 13 5-9=61 5-9-6 5-4-6 5-9-6 61 5=31 I ' III I r 4X4 1 GI a I I I ' I I I I II� 5X6 p.ir: 5X6 ' u I ' I 1k4 1X4 I I I IIZ I I 4x I � 1 I X8 � � I I I. I I II II, I IIl 11 I• I, I I 10 9 8 II ,I I ZX4SX8 3X4°�� II I, l I I I I 01 1 I 9 3-t4 36 III r d 9-3-14 88 9-3 -Q1 42 j r I I II l I I 11' I I I r I L .' y �L. HL,TO PK.19-6' R HL TO I PK .'Z19-6 LEFT •I F%EIGHT.,O-'4-1 PAN S 36 0 lE� _- _ RISE, 7 1!0 1 1 RZ'GHT H�E,IGHT: O 4 L0 LOADING (IP'SF� MAX STRESSES ^ "MINI;MUM GRADE' OF LUMBERI t61 I' L TOP 1-2-0.7021 TOP CHORD 2X4 No.j-& GR DF L.'ing TOP 35 7 HOTT T-8 0.70A BOTICHORD 2X4 No,1&BtrIGR DF L, BOTT 0 7 LL DBFL° @9.-0:216 < SIL/360: IWESS!I 2X41 �SI'ANDARD GR BF 1j” STb 4 REx STR.INC...LUMH ,_' 1,15!PLATE,' 1.15 S'FACING`. 24.'0'in.-IO,. c:; `IREPDTITIVE ,STRESSIES LOAo;I h USED NO . ,OF MEMBERS = 1`111 1 1; s• oEFLEcrIONCIN) L L■ O.26,'D.'Lii6.10;7`1136 TRUSS IEAS:BEEAI CHECKED FOR 10 PSF INON CONCURRENT LIVE ILOAD AND S.DO'PSF DEAD LOAD+ON BOTTOM' CNORD 9Eg ?ABLE 16-B, 1 CHCS I {UBC-94 PLR ES ARE MlTEK . T BE IINS ALLED ON EAKANNFACETUREO FROM ASTM A 446 GRD;AIGAL ANIZN H7EEL'@EXCEPT AS SHOWN•) PLATE MUSITI 'OFI�OINTj SYMMETR+ICALLIY(EXCEPTYAS S OW )DESIIGNICONFOkMS WITH NEs ! �' I NDS DESIGN SPECS!, U8C•ICBO,TP=I.9�1� iNISiDESIGN IISIFORI;17(tUSS FABRFCATION ONL4,t0R:"PIE ANENT AHD TEMP61ARY1180 ING(WHIcf I(S,ALWAYSIREOD)CONSULT BLDG ARCHETEC7.OR ENG 14 Note:, DEPUE hI apPFSSlLj : PLATE PLA'TI Ti II+G .I 11 � I I i i i� I (� tC 1 I I i I 1' Fo I I I I 1 I l CSF CAL1F� I I II I I I I I u I I ===c« 'ACES 32 Ver >>> 1.0" >' IOP CHORD MINIMUM ii TOP CHORD' DIAGONALBRACE P.(TCHi LATERAL BRACE SPACING (DBS) SPAN DIFFERENCE SPACIN.r(Lrh' [# trusses) SP/DF' 'SP,FIHF ; U to 28' if 25 1 7117a' P2. Ovf^! 42' -'60' 3:0 5' 5',' 3 .; [,over 60' ". See a registered pro*sjonal engineer h, I 113(firl 6/501l r MV 1:/V A` v", 36 3/4 3'" wiiii;ii or Z' 4' 5' 160".,1-1/4", 2 OB!, Ir 21 RIP, Lesser of, LI Pernirtarill l, , rrU6Se$-,UMI, I 1 11 1 1 1 1� tdVo 1 L.col n) , �Q200 L ft U,I. J, m- D/50 0 berorientedinthoh 'I 40 6011�'� 11'/4-- A 2� Mdxliqtllum� ed the Pl ra o spLiacing, plul N�, V, �� as: pil mi�, I ' ' 10l 1 1/2" 8.3' z6ntqI direction toI,uso I Vpsi he % Lisserfgineiel "k 051FMYNM�-�Nl T, X i� �11 i5il V, p acpment tr FL(* 200" r MV 5 25W 1-1/411 0 e s sel of r A wiiii;ii or Z' T' II RIP, Lesser of, LI Pernirtarill l, , rrU6Se$-,UMI, I 1 11 1 1 1 1� tdVo 1 L.col n) , �Q200 L ft U,I. J, m- D/50 0 berorientedinthoh 'I 40 6011�'� 11'/4-- A 2� Mdxliqtllum� ed the Pl ra o spLiacing, plul N�, V, �� as: pil mi�, I ' ' 10l 1 1/2" 8.3' z6ntqI direction toI,uso I Vpsi he % Lisserfgineiel "k 051FMYNM�-�Nl T, X i� �11 i5il V, p acpment tr FL(* 200" MV 5 25W 1-1/411 0 1,20.81