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HomeMy WebLinkAbout071-380-006,. 'r`Y� ,,.%+'aY x`-�FP� 'h "v TS- �`:...�'S-i ^S �s+:[1 �f•� ,S�i'i��{�:'•�+.q ��"�`.Y"•['1 „r'•bi'.rt, .,.�,., r..�� .+�t.Tr........ �... .yffiTti"''ff�ff"'TK'iiJi Sq. Footage ( -7a N Mobile Home •ldl .. Rm� I' t � �•• i (Group R) , AST Iq� 'tj. ' Conversion Permit # BUTTE.COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM [ ....................................................................... *(No foundation inspection); (One form per Building) I . Commercial/Industrial School Districtt Building Department No. Z-.�3V-0©�` A.P. NumberoJurisdiction: City ;, - ©County Property Owner , A.,K--7 - .v' Property Location/Address it Subdivision Lot No. /0/ -COD i............................................................................................ Residential Development FVQ Sq. Footage ( -7a No of Living Mobile Home Addition/ 'Supplemental to ' • (Group R) Units Installation Conversion Permit # [ ....................................................................... *(No foundation inspection); . Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date Identification No. A n 1 O� Address) (Floor Plans reviewed by School District Personnel) 0�0i Q� I School District certifies that (� V ��"�►�-^ - ! ��CJ �'+ ' ' -� (Applicant)- . (Phone Number) CA— has complied with the requirements'of Resolution No. representing (�� 'square feet. ULNEMM Representative Paid by Check # Remarks: (State) G� �"� (Zip Code) �% ( o -_ ! t/ by payment of $� AB 2926$ FULL Mlyl ATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. S 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 (CEQA), 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) feeformx(s (10/98)dmm I • � I I LP LP ❑; + y NOT �• T- REVISIONS EEFERENCE:CAL 7ORNIA CODE OF REGULATIONS, TITLE 25 AND U.D.C. 1994 EDITI N S B Y Q COACH I REAM 1. DE ON. SIGN LOADS: � 3'X�'Xl/4' PLAtE `"�' COACH SIZE VERTICAL LIVE LOAD LATERAL LNE LOAD `*' FLOOR EXPOSURE SEISMIC 4 - I/2• SOLrs SINGLE WIDES 30 Pd 40 Pat 70 M h D 4 Ca DOUBLE wMES 30 P c:a pi of 40 Pd 70 Y h CrUC►i�> AM f STANDARD STEEL PIPE TRIPLE WIDE3 B 4 I (SCHEDIJL.E 40) 30 Psf 40 Psf 70 Y h s � co �'' 1r, OR 27• LENGTH 4 CIQ + 2• THE DESIGN LOADS SHALL DE CONSISTENT' } (;� 3 SEISMIC ZONE AS ESTADI,ISIIED 1'01! PIDMAN NT WITH ROOF LIVE LOAD, RIND LOAD, AND 0) o u LL��„JJ BUILDING WITHIN A SPECIFIC LOCAL AREA. � 3. 0ZT'HEIG r TH= C.l. ANCHOR PIER P'!!OY THLr _i L!) EPSHOULD NOT EXCEED 2a INCHES. TOP OF THE PIER TO THE BOTTOM -0 co 4 1 4. ALL FOOTINGS ARE TO BE SUPPORTED BY FIRM _ `+' T 4 UNSATURATED, UNDI OR ASPHALT. - FOOTINGS ARE DESIGNED FOR 1000 PSF TOTAL LOAD SOII. PRESSURE F--4 U� 0 00 D AND SHALL BE COYrATD3LE �tiID COHESIVE 5. STRUCTURAL STEEL: RTTii LOCAL SOII. CONDITIONS. SURE `p ILit1t1AG= Id�J! RIPPORT 0 01 � � - � � o Prat tuxvracNlta a a. SHALL CONFORM TO T b. SHALL 1!E FASItICA D ACCORDING TO ALSIC SPECIINFIC,YATIONS. o war�I JnrroN n+srlrtJcrrom LL_�_ J1 J LTJ Qi U M �[DOYtTI(•4 � 3/4 REA YvmO o. STiALI. DE WELDED ACCORDING TO ARS SPEC>F'tCATI0N3: l/ 1 � pp I. ELECTRODES:E70 -N v il- PLATES:ASTM A38 j"�., 4 4 (; ill. BOLTS:ST �-i L.J ANDARD ASTM A307 u1 in ED ROD:COLD DRAWN LOW CARBON WELDABLE Co 4 d. ALL METAL COMPONENTS INCLUDING NAM jc O Co t f 9/4• ANCHOR RODS. 4 EACH PROTECTIVE COAT®. SCREE ETC. ARE TO BE �"� o , a. THE P in iI��Rg SUPPORT ASSEMBLIES t + I WHEN CONDITIONS REQUIRE, OR APPROVED EQUIVALENT. LDS SHALL DE COATED WITH SHERIIAN WILLIAMSEE1-RC2 ~ PRE -DRILL a-!0 IR WITH A >• \ O j� 1/2• DIAM 1IT Fat ANCHOR RODS: THE C.T. ANCHOR PM SHALL BE LISTED v Q L�Lff CONSULTING SERVICES CTC) FOR AND LG LOAD By CERTIFIED TESTING AND O V 1Pa. LATERAL : 2840( LBS. ULTIMAATTEF OAADDWDim LDS' � OPICI lG Lo C.P. AN v b. VERTICAL : a125 WORKING LOAD C l O R PIER a- THIS SUPPORT SYSTEM IS FOR PLACING MANUFACTURED BUILDINGS cox � F� w � (� R" O Twwi3 (� WITH LONGITUDINAL OR CROSS JOINTS. CONSTRUCTED Q�' IJAiYot aCOcxv�r . AxCxOx rsni �_ y� [ ] sC � 1" = 10 PATENT PEN �• TIDs s DING UPPORT SYSTEM PLAN 1s DESIGNED TO BECL c r. Axcao[e r>ss rAltlt7 s3rr xors otrlaJo rota n SITE WITH NO EXISTING SOIL PROBLEMS, IF SET TLE ONSTRUCTED ON A FAIRLY LEVEL �[; O Q tttr>rl AD�Actxr ro F sJCJe xors SEE NOTE 11. HENT OCCURS DUE TO POOR SOII, l iv 10. SUPPORT L SYSTEM FOR CHASSIS BEAM SUPPORTS m - THE LOAD AS SHORN IN SHALL BE LOCATED AND SIZED FOR o� ` 0=24 or W (�'' 11. IN AREAS WI•Wg T� MOBILE HOME INSTALLATION INSTRUCTIONS. � ►-� or ROKLx '• iroxns I LLJ SHALL DIFFERENTIAL D.S. o COACM) CAN OCCUR BE READJUSTED WHEN D.S.EXCEEDS 1 4` OR MANUFACTURED HOMES Li. A THE USE OF THE / WHEN IT BILI. ADVERSELY AFFECT W �� I MANUFACTURED HOME. ' _MT?. 12. ALL MANUFACTURED RE i 12', 14'. OR 18' LiIN—= [--a v� REAM AND FOUNDATION p� PIERS MUST BE POSITIVELY ATTACHED TO THE `CHASSIS --I Q STANDARD PIERS MUST' BE MANUFACTURED Dy ^ C� 24'. 26', 28', OR 32' 2 �l 3/8• x i' BOLTS PIERS oR BE of EQUIVALENT QUALITY. CENTRAL c, W PLAN FIELD DRILL HOLES 12. THIS SYSTEM MAY DE USED WITH MASONRY BLOCIGS. THE BSS DO Y ATTACHED T+0' TfIN �w� lin W P LAN jet OPTION OF CHASSIS *BEAM OR FOUNDATION PAD. NOT HAVE TO BE =� v SINGLE IMIDE LiOBILE COACH LA � 4 #14 TEx STS Q) O, COACH C _ DOUBLE _WIDE ' MOBILE COACH _ COACH SI F NOTE• tA Scale: i ` = 10' Scale: s - - OR J BEAM Ln Q NOS. _ 1Q, 1. FOR , 1/4'x2'x4'. �� 3' x .3. TRIPLE WIDE COACHES UP TO 70 FEET IN LENGTH _- TOIt MORE THAN 7�LE WIDE UNITS. sUBIGT ANGLE 3' WIDE PLATE SAME PLA .USE a C.P. ANCHORS AND FOLIA _+_�' ^ 1 CEMENT PATTERN A3 SHOWN ON THE CORRESPONDING DOUBLE � LAYOUT TO THAItr 1c AOC. TOIL APPROVAL 2. FOP! ANY COACH SIZE OTHER THAN AS SHOWN ON THIS PLAN,OR WIDE PLAN. (y) COACH N PIER TA Jk TOOTING D aAUA17 lE1t YOSII.E THE PIER AND PAD LAYOUT SHALL BE COACH 1[ANUTACTIJI<EIt'S INSTALLATION MANUAL REVIEWED AND APPROVED BCEDSOVIATES. 4 - 1/2' 3. UNLESS APPROVED BY WITHOUT F STANDARD PI IS AND AD MANUAL BOLTS Thu' :c S.SOC., FLOOR TO RIDGE HEIGHT NOT TO EXCEED W - ,�� srACDac oir aTANDAItD rIEIe� AND rAD ANCHOR 12 FEET FOR ALL MOSILE COACHES. TO BE DLTER1mvsD BY STATE Mosua Homos lAitlt PIER PAW ACT. [..i - .�A� SIZE NOT � �• 1. SPACING SHOWN ON THIS PLAN U� � OR a INCH PACO CORRUGATED BEANS. COACHES WITH 10 INCH AND 12 -INCH BEAMS QtISTJNG imlL� /MACH BEAM EXISTING NrnaT' COACH I BEAM 2. FOR AN a INCH BEAM, ADD AN NOT. CANTILEVER MORE THAN a �� ONAL ROW OF C.P. ANCHOR PIERS. BEAM SHOULD 3� X 3' PLATE Q I ENGINEERED iIEDOV"Jt� (j'j j�I j I I . APPROVED ►--+ Lam. J a 4 — 1 / 2' >IIM.IECT TO CORRECTIONS NOTED 17, l 0 I T 4 BELTS Approval does not authorize or approve coy omissial or 1uJtJaact Iats svrtoxT ANCHOR /avlation from requirements of applicable Stat., f-•••-. - Q 2=24 PIER PIER regulations.EP _.... M �, W State or California CO CC) (l1 + ; � �► j I ((�I, JJ I Department oHousing and Community Dave:=.,.,.w DMSION OF CODES AND STANDARDS . °p �oTYPICAL BEAM CONNECTIONS o wW z 8PANOo Not t - Lm�1 m rf� o Scale: TM:PIan o �/ � � Z T L' I I • I _ ADAnval EagFes, ,� /z oo� [—I � w L.TJ T � 3 $ E� �� �M �^ (� o� LO N LO UN >,rosas COACIi O YvsrAxw°'t rnJt' cwA°I� � � TO ) 32 GIM _* xT TO �j �I All is DRi NOlZ Ax o0TtI06Q j� j T}-� ^' x �t77AQaElt f I R. 1�,� sn NMEP otmari or CV 0 ��OFESS/ Q, or irotrls b ovrl r coca COACKY �I I I l y��oo��,loAi.ry''m DATE; 09-16-99 MIN. C.P. ANCHOR TIER AND PLYWOOD 'a s 12', 14'. OR 18' f -'PAD, r N0•,�2 S C A L E: A S SHOWN ' KI WHEN COACH HAS OIJTRiGGERS, STANDARD PIER 20', 24', 28'. 28', OR 32 MUST BE ADJACENT TO OUTRIGGER x EXP 3 v3 PLAN - a= —Xi- �j DRAWN: YMW SINGLE WIDE MOBILE COACH PLAN C►vIL JOB #; 95-36-85 scale. 1 = 10 DOUBLE IMIDE 140Scale: 1, MBILE COACH of CALV TRANSVERSE SECTION SHEET; NOT TO SCALE RESUBMITTAL OF 1 • 1 _ ETS-10741C n T - - -- PA F'NT #tiP7nic- l .!fir- ,_r•.r= �'` h 1 t t t � 4 �_ _____.. _------._.._ .,._---. _.__ _. ... __ -... ._ _.... _.-- - __. --� n �` ti .-. ___._�._-.. _._ __._. _. _._ . _. ._ _ ,..-.__._. _ :* ° , � r -a ..