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HomeMy WebLinkAbout040-670-005FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important Read the instructions on panes 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number Todd Shelton BUILDING STREET ADDRESS (Including Apt, Unit Sub, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number LOT 5 PASATIEMPO DRIVE CITY STATE ZIP CODE CHICO CA 95928 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, eta) LOT 5 FAIRWAY OAKS SUBDMSION BUILDING USE (e.g., Residential, Non4esiderdial, Addition, Accessory, eta Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type)- ( lfff - ##' - ##.#fF or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & CONIuIUNITY NUMBER B2 COUNTY NAME B3. STATE BUTTE COUNTY UNINCORPORATED AREA BUTTE I CA B4. MAP AND PANEL 193.7 fL(m) B7. FIRM PANEL B9. BASE FLOOD ELEVATINS) NUMBER B5. SUFFIX 136. FIRM INDEX DATE EFFECTIVE REVISED DATE BB. FLOOD ZONE(S) (Zone AO, use depth oftbo ft) 0600700520 C JUNE 1998 06" AE 192.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile X FIRM ❑ Comrrmity Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in 89: XNGVD 1929 ❑ NAVD 1988 ❑ 0lher (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) algia or 0towise Protected Area (OPA)? ❑ Yes X No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construdion Drawings' ❑ Building Under Construction' X Finished Construction 'A new Elevation Cerhfi will be required when construction of the building is complete. C2. Building Diagram Numtbr 8 (Select the building diagrarn most similar to the building for which this cerfificale is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, ARIA, ARAE, ARIA1-A30, ARIAH, ARIAO Complete Item C3.,a4 below according to the building diagram specified in Item C2 State the datum used. If the datum is diftent from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum ConversiadComments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? X Yes ❑ No o a) Top of bottom floor (inducling basement or enclosure) o b) Top d nod highofloor o c) Bottom d lowest horizontal structural member (V nines only) o d) Attached game (top of slab) o e) Lowest ",of machinery ardor equipment servicing the building (Describe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) o g) Highest a4acent (finished) grade (HAG) AM 193.7 fL(m) E win >u 193.6t(m) � 189.8 ft(m) z N 190. 0t(m) o h) No. d permanent openings (flood vents) within 1 ft. above a*acent grade 7 0 o i) Total area of all permanent openings (food vents) in C3.11 4862 sq. in. (sq, cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME LESLIE W. COKE LICENSE NUMBER LS 5112 TITLE LAND SURVEYOR COMPANY NAME PRECISION SURVEYING ADDRESS CITY STATE ZIP CODE 717 FIFTH STREET , ORLAND CA 95963 SIGNATURE DATE TELEPHONE 8.234)5 534865-4194 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding infonnat ion from Section A. . I For Insurance Carpany Use: ( BUILDING STREET ADDRESS Qnduding Apt, Unit Sube, =11br Bldg. Na) OR P.O. ROUTE AND BOX N0. Policy Nwber LOT 5 PASATIEMPO DRIVE CITY STATE ZIP CODE Company NAIC Number CHICO CA 950 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insumnoe agenUoompany, and (3) building oww. COMMENTS C3,a THE INTERIOR GRADE UNDER CRAWL SPACE IS NOT SUBGRADE ON ALL SIDES. THE BENCH MARK IS THE CURB FLOWLINE AT THE EXTENTION OF THE SOUTH PROPERTY LINE OF LOT 5 ELEVATION IK04 ❑ Check here if afhachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT SFE) For Zone AO and Zone A (without BFE), complete Ram E1 through E4. If the Elevation Certificate is intended for use as supporting inbmhation fora LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most sirruler to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (inducting basement or enclosure) of the building is _ it(m) _in.(an) ❑ above or ❑ below (check one) the highest a4aoad grade. (Use natural grade, I available). E3. For Building Diagrams 68 with openings (see page 7), the next higi herfloor or elevated floor (elevation b) of the building is _ t(m) _in.(am) above the highest adjacent grade. Complete items C3.h and C3.i on f►ornt of farm. E4. The top of the platform of machinery ardor equipment servicing the building is _ t(m) _in.(cm) ❑ above or ❑ below (check ane) the highest adaoent grade. (Use natural grade, if available). E5. For Zane AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunVs floodplain management ordnance? ❑ Yes ❑ No ❑ Unknown. The bot olkid must m* this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners a rthat ed representative who completes Sections A, B, C (Items C3.h and CW only), and E for Zane A (without a FEMA4,ssued or community - issued BFE) a Zane AO must sign here. The statements in Sections A, a C, and E ere correct to ftne best ofmy knowledge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE OPCODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized bylaw a ordinance to administer the community's floodplain management ordnance can complete Sections A. B, C (or E), and G of this Elevation Certificate, Complete the applicable items) and sign below. G1. ❑ The infamafiah in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community of W completed Secbm E fa a budding bcated in Zone A (without a FEMA4ssued a can w44ssued BFE) or Zane A0. G3. ❑ The flowing inlormation (Items G4 -G9) is provided for community floodplain management purposes. G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ t(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Forth 81-31, January 2003 Replaces all previous editions If VerticalTechnology Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email vertech@sbcglobal.net Project: Lot 5 Fairway Oaks, Chico, CA Date: 1/12/2005 Re: Header, Trimmer, and King Stud Configuration I have reviewed the trimmer and king studs as placed in the field and have found that the construction meets the loading criteria with the following exceptions; 1. 22' tall king studs at window wall should be blocked at 24" o.c. full height to adjacent wall sections. 2. Headers ending at perpendicular walls should be strapped around the corner over blocks with cs16 where the proper numbEo of king studs can not be installed. 3. A35 clips between the king studs and I:he plates may be omitted where (3) 16d end nails are installed in each king stud. A i I M HO. 75—, I • 1 1 � 4 A R2A AMAI& ju "map Certificate of ConformanCe Certifir-atE 0 5 2 7 3 6 THIS IS TO CERTIFY that the glu=d laminaled timber products idennfie� w;?r. a colli• -.•e rnark of Engineered Wood Systems (EWS) were manufacturec' in sccordan.;e v;itin tine app!ic .i, standzrds and associated specifications indicated be!cv ANSI Standard A190. i -199?, For Wood Products - SlrucwrGl Gl ted Laminated Timber NER-4136 Glued Laminated Timber Combinations And GAP" Computer Program For Determining Design Stresses RITC 117-93 - Ma ;ufactur;ng - Startdard Specifi;,a:i0. s For Structural Glued Laminated Timber Of Softwood Species !T IS HEREBY CERTIFIED that the APA EV/Strabemarked structu ;i clued ja.mi�atad tiT.. - memb; s were produced in 2 manufacturing (ability subjeot to regular audits in az;cordanc_ with t^e cng;reered WOOd Systems (EWS) Quality Assurance Program. Routine audits incl de insp;•,.iien of I' -,e manufacturing process and evaluation of the in -plant OA program eii;h adequ2te sat.-;!: g to verity, conformance to industry standards for lumber grads and giueline bond quality. S7 ,,,� 1, W 0 4`�RP 0 Rq cf � r r S EA -L r Z r it *'SHIN t —/— �Z- by Thomas G. ,'lilliamsr;: ENCuiCGR�P tt000 S✓5�'CMc,� o rante0 L'.7-C"'La W, 01 Arm - ir.0 CNC:(.-14Cv/Z-�Jr: ASJOC(A%GN, JO:t$�w,r, %xn $naet• r.O P tt) J4. 1�.C•no. VVA 6 C%. t,3 i o.aphon.' l'S31 :.6�. W,— For Trial 11: 1D: J ��� y 0 ct6,- s S7 ,,,� 1, W 0 4`�RP 0 Rq cf � r r S EA -L r Z r it *'SHIN t —/— �Z- by Thomas G. ,'lilliamsr;: ENCuiCGR�P tt000 S✓5�'CMc,� o rante0 L'.7-C"'La W, 01 Arm - ir.0 CNC:(.-14Cv/Z-�Jr: ASJOC(A%GN, JO:t$�w,r, %xn $naet• r.O P tt) J4. 1�.C•no. VVA 6 C%. t,3 i o.aphon.' l'S31 :.6�. W,— For Trial 11: 1D: Dec.20. 2005 10:11AM MEEKS CHICO No.5707 P- 2 0. IRV CertainTeedW �""�` Builders Statement InsulSafe 4 Fiber Glass Blowing Insulation Homeowner Name / Jobsite Name nstaller/Contractor (signj C%%o��mpanyName j� Date Builder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE SAGS PER 1000 SQ. F7 MAXIMUM SQ. FT. PER RAO T MINIMUM WEIGHT. POUNDS PER SQ. FT. INSTALLED MINIMUM THICKNESS Tp obtain a Thermal Resistancb (R) of: Begs per 1006 SQ. ft. of net oreo: Contents of bag shoLild not cover more Alan; (sq. 10 Weight per sq. ft- of instaliedinsulation ehould not be less than: pas.) 1 Should not be leas than: pn.) 60 36.5 27 0.986 22 49 44,.—_... 38 29.6 26.4 22.8 34 $8 44 0.800 0.712 0.6i5 t 8'/A —_..._......_ -161/4 104 30 18.0 56 0.485 12 28 1515 65 0.418 110% 22 13.1 77 0.353 _ 9 19 11.1 90 0.301 7�/4 13 7.7 129 0.209 5'hi 11 6.6 151 0.179 41/. THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. fL of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R-Vafue. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIG11IT FIXTURES OR TO FLUORESCENT FIXTURES WITH T"ERMAL Y PROTEC..TC1P RALLASTS. ACTS 30.24.233 Builders Statement A Aiinl-danha:n Cornran.. 02.003 CertainTeed Cwpuratioo 10103 DEC -17-2005 SAT 11:10PM ID: PACE:2 R -VALUE THICKNESS AREA (SQ. FT) INSULSAFE 4 (✓) BAGS USED BATTS/ROLLS (✓) CEILINGS WALLS (I? FLOORS f THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. fL of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R-Vafue. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIG11IT FIXTURES OR TO FLUORESCENT FIXTURES WITH T"ERMAL Y PROTEC..TC1P RALLASTS. ACTS 30.24.233 Builders Statement A Aiinl-danha:n Cornran.. 02.003 CertainTeed Cwpuratioo 10103 DEC -17-2005 SAT 11:10PM ID: PACE:2 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: C. ��,�f�/�% ,�j- . , ENVIR. HEALTH, CHICO DATE: /2 //, - / S RELEASE ENV. TH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#: Vq(%- ND Y%�O5__ADDRESS/LOCATION:�7 , Comments: GL/memosheleasehold COUNTY DEC 11.2005 DESEROCMENT AND WHEN.RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 H046 -676 -000 Z0QN5—ca0z297 1 Recorded Official Records Count yy Of BUT` E CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:01PM 22 -Apr -2005 REC FEE 13.00 COPIES 4.00 Kathy Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date 4 - ZZ r S PROPERTY OWNERS: , State of California County of ;J 61771fe On Z �- - J before me, personally appearedQON-On-4� 1< . AN,lO(Zt=)� A -No r -i►,% S personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, a ecuted the instrumen WITNESS my han d official seal. Signature Seal: ' GRE • � Corrxt�lpn 1 15 }� Notc ry RAft - CdlpRyp ButtA.P. # d4O -� 76 � ir. M -E County yComm.� Nov1�47. Order No. BU=209834 DMP Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 20, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FAIRWAY OAKS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 1, 2001, IN BOOK 151 OF MAPS, AT PAGES 93, 94, 95 AND 96. THIS DEED IS MADE AND. ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED JUNE 7, 2001, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2001-24205, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 040-670-020-000 PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS OVER COMMON AREA LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FAIRWAY OAKS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 1, 2001, IN BOOK 151 OF MAPS, AT PAGES 93, 94, 95 AND 96. PARCEL III: AN EASEMENT FOR FIRE PROTECTION WELL, AND WATER .LINE PURPOSES OVER COMMON AREA LOT B, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FAIRWAY OAKS SUBDMSION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 1, 2001, IN BOOK 151 OF MAPS, AT PAGES 93, 94, 95 AND 96. PARCEL IV: AN EASEMENT FOR SEWAGE DISPOSAL AND STORM DRAINAGE PURPOSES OVER LOT 21, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FAIRWAY OAKS SUBDIVISION", WHICH MAP WAS RECORDED INTHE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 1, 2001, IN BOOK 151 OF MAPS, AT PAGES '93, 94, 95 AND 96: CONTINUED Order No. BU -209834 DMP DESCRIPTION: - CONTINUED PARCEL V: AN ACCESS EASEMENT OVER LOT 12, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FAIRWAY OAKS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE -COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 1, 2001, IN BOOK 151 OF MAPS, AT PAGES 93, 94, 95 AND 96. MAR -27-2002 03:14P FROM: TO: 8991102 P; 1/3 Ve dcalTechnoloW Engineering 383 Ric Undo Ave Suite 200, Chico, CA 98926 Ph. (530) 899-8716 Fax (530) 899-1102 Email vertech@sbcglobal.not Proms: Lot 5 Fairway Oaks, Chico, CA O - z4O 4) ®4j — 6-70 -005 Date: 1/7112005 C Re: Header, Trimmer, and King Stud Configuration I have reviewed the trimmer and king studs as placed in the field and have found that the construction meets the loading criteria with the following exceptions; 1. 22' tall king studs at window wail should be blocked at 24" o.c. full height to adjacent wall sections. 2. Headers ending at perpendicular walls should be strapped around the comer over blocks with cs16 where the proper number of king studs can not be installed. 3. A35 clips between the king studs and the plates may be omitted where (3)16d end nails are installed in each king stud. Z0 39Wd H031a3A Z011668GES 9E:0Z S00Z/0E/i0 ool tiers Chico, .California - 95926 �530� 899-2292 �v30� 624-7284 ' L1CC118C�':• . i IV Xp- 63a to `0. 3 g rac ,..n PROJECT: DRAWN: DATE: SHEET N0. BACHMAN . & ASSOCIATES CHECKED: JOB N0. 3012 Esplanade Chico. Ca. (916) 342-4136 OF CN Ct3c.t 15313 XVIII t2- .6013 bi'. l 'OD I S b r vhf:. 2!<0�✓ �' cu✓t2(&IS 1,33*= y,3°,� C, P- fact>al is 0 Al vte �. 33k l2�r %- VVI o f �00 Support-. nuw,ber . ,_..L-A ��lour .�Y12vn�9Pit/ 5 CI. C� o IO4--��"¢ TSV 2.�G.L K e�zs%`G 1ieSa-�jVo���Jl2c� by �loo�. wi2M.lOe✓ h V 2 r- I -e-.s �+ : R2 1'c�vV\AC. tiDh' v.kcktYs�S �n�: DesiSy.-JOSepk .13l-e.s 4 -or „Oc.Ye� Sol] -tM a } be h o1 IM o inn e 14-,r 9. 2ud. poi (. � rzSS� f e %12vd t� C-tAa �c1G$ -(vY �. w l c1e �S—,,, s Cs-o� 300). S� asSu Z 2 p s5 = 5o t� c.50.Ibs�,h ,h ' - .056 soy ( Cl .sses I - ti A File >MCAP2 7.45 AM 11/ 5/96.. ------------------------=--------=-----------------------=-------------- Rei 5-0.1-95 Concrete section momeat capacity ----------------------------------- ---- ---------------------- ----Description >> c ------------Section data ----------- ---------Material constants --------- b > 12.000 •inches f'c > 2.500 ksi d > .10.000 inches fy > 40.000 ksi B . > .85D $ > .900 --------------------------------Load data ------------ .------ Factor Mu M dl > '.000 ft -kips 1.400 _.000 M 11 > 2.240 ft -kips 1..700 3.808 M wind > .000 ft -kips 1.700 .000 M eq > .0'00' ft -kips 1.870 .,000: Modifier >, 1.000 Mu > 3.808 ft -kips T As regd. > .171 in"2 •Includes. 33% increase. since p.actual is less than p ein. ---------------------------------Summary---------- • -Actual As > 1TZ in -2• <ok> p min. > .005 <200/Fy> p actual > .All <p=As/h*d:>. T > 6.880 kips <T=As*Fy> 200- off. a > .270 inches <a=T/(a*Y'.c*b)>. _ �Mn > 5.090 ft -kips >'Mu - <ok> . AnalysisGroup(TM) . ...... INPUT DATA LISTING FOR :.BEAM ON.ELASTIC FOUNDATION �� TODAY'S TIME AND DATE: Tue ' Nov 05 07:43:29 1996 PROJECT TITLE 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS FEET KIPS RADIANS. FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 :....:..... BEAM GEOMETRY INFORMATION .....'..... SPAN. SPAN MOMENT SOIL NUMBER LENGTH -.OF SUBGRADE INERTIA MODULUS 1 12.000 0.0101 172.800 ............RIGID SUPPORT INFORMATION ......._ ..SUPPORT SUPPORT ROTAThONAL. NUMBER TYPE SPRING K.. I V1 GI U oCv� x"1.29 �cic.(�r 1 RIGID 425.1410— '2 25.1410E2 FREE. NOT-APPLICABLE- NUMBER OT APPLICABLENUMBER OF OUTPUT SECTIONS -PER, SPAN" .10 BEAM .LOADING INFORMATION .....:.. _ : . . �o,n.r ofLoiic� LOAD N0. 1, TOTAL LOAD ��/�?,. ,ra�pi► cin �„/G?. of (,`o�c. PvoC.. PpoL. L►(At�. • SPANWA WB LA LB P .M. L 1_87-6$�'-6-�$ - 0. 9 7 5 0. 0 0 0. 10.5 0 Do -9-9 && . -1-Z �o .0:00 0 2 .. 2 4 0 10.5 0 . 1 -0.050 0.0750' 0:000 -10.500 0":000 0.000 ....... AnalysisGroup(TM) . 'INPUT Z� :... DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION' TODAY'S TIME AND DATE: Tue Nov -05 07:43:30 1996 PROJECT TITLE 6'. RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS E = 4.103.987e+05 NU =.0.17 ........:. RESULTS FOR LOADING NUMBER 1 ........... ..........TOTAL LOAD ........... EXTREME SHEAR FORCES ..__:.. SPAN POSITIVE DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER SHEAR FORCE LEFT END SHEAR FORCE LEFT END 1 0.,776. 10..800. -0.133 0.000 .... ..... EXTREME BENDING =MOMENTS .. ... SPAN POSITIVE DISTANCE .FROM NEGATIVE DISTANCE FROM NUMBER 'MOMENT., LEFT END MOMENT.. LEFT END 1 0.500 10.800 -1.450 9.600 _.....__. EXTREME DEFLECTIONS SPAN POSITIVE DISTANCE FROM..NEGATIVE DISTANCE FROM. NUMBER DEFLECTION LEFT END DEFLECT -ION LEFT END 1 0.00000. .0:000 -0..00428 12.000 .....:.:.... EXTREME BEARING REACTIONS .......... SPAN BEARING DISTANCE FROM NUMBER REACTION _ LEFT END l .0.739 12'.000 BOEF LIST> FINISH AnalysisGroup TERMINATION:... ....... AnalysisGroup(TM) Z( ..... INPUT DATA LISTING FOR :'BEAM ON ELASTIC FOUNDATION TODAYS TIME AND DATE: Tue Nov 05 07:38:32 1996 SVio� h PROJECT TITLE 61 RETAINED - POOL 'PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT' MATERIAL CONSTANTS E = 4.103987e+05 NU = 0.17 ...........'BEAM GEOMETRY INFORMATION SPAN SPAN MOMENT SOIL. NUMBER LENGTH OF SUB.GRADE INERTIA MODULUS.` 1 12.000 ,0.0101 172.800 ............ RIGID SUPPORT.INFORMATION. SUPPORT SUPPORT. 'ROTATIONAL NUMBER. TYPE SPRING.K 1 RIGID 425.135.0 :. 2 FREE NOT APPLICABLE- NUMBER PPLICABLENUMBER OF OUTPUT :SECTIONS PER SPAN 1:0' BEAM LOADING INFORMATION.... ... LOAD NO 1 TOTAL LOAD SPAN WA WB LA. LB P. M L 11 0..0000 0.0000 0.000 12.000 .-0.975 0.000 .10.500 1 0.0000 0..0000 0.000 12.000 0.000 -2:240 10.500 1 0.0750 -0.0750 0.-000 10.500 0.000 0.000 6..000 1 -0..3740 0.37.40 0:000 10.000 0.000 0.000 6.000 AnalysisGroup(TM) ....... Z^ ....:. INPUT DATA LISTING FOR BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND 'DATE: Tue Nov. 05 07:38:32 1996 PROJECT TITLE: 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 ........... RESULTS FOR LOADING NUMBER 1 ...:...... .......... TOTAL LOAD .......... BENDING MOMENTS .__._._.. SPAN NO. 1 DISTANCE MOMENT FROM LEFT END 0..000 -0.285 1.200 0:411 2.400 0:656 3.600 0.621 4.8000:422 6.000 0.103 .7..200 0.269 8..400 0.712 9.6001.163 10.800 0.558 12.000 .0.000 BOEF. LIST> 1- BEARINGS AnalysisGroup(TM) . ...... INPUT DATA LISTING FOR. :'BEAM ON ELASTIC FOUNDATION TODAY'S TIME'AND DATE: Tue Nov 05 07:38:32 1996 PROJECT TITLE :.:6'' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS E = 4.103987e+05 NU = 0:17 .......... RESULTS FOR LOADING NUMBER 1 ......:..: . TOTAL LOAD, .......... BEARING REACTIONS SPAN NO . . 1 DISTANCE BEARING FROM LEFT FORCE END. 0.000 0.000 1 200 0.139 2..400 0.256 3:.600 .0..336 4.800 0.3.78, 6.000 0.397 .7:200 0.409 8.400 0.438 9.600 0.509 10.800 0.645 12.000 0.786 I . 1KS-F - ok BOEF. LIST> 1.EXTREMES .....:. AnalysisGroup(TM) ...... IN.PUT DATA LISTING FOR BEAM ON ELASTIC FOUNDATION 4 TODAY'S TIME AND DATE: Tue Nov 05 07:38:32-1996 2-ROJECT. TITLE 6` RETAINED - POOL PERIMETER ENGINEER: FRANK'GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 ....:..... RESULTS FOR LOADING NUMBER l ............ ......... TOTA-L LOAD ........... EXTREME SHEAR FORCES ......... SPAN POSITIVE. DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER SHEAR FORCE LEFT END SHEAR FORCE LEFT END 1 0.896. 10.800 -.0.8230.000 .. .. EXTREME -BENDING MOMENTS . SPAN POSITIVE. DISTANCE'FROM NEGATIVE DISTANCE FROM NUMBER ..MOMENT LEFT END MOMENT LEFT END 1 0.656 2.400 -1.163 9:600 ....._..... .EXTREME DEFLECTIONS .......... SPAN POSITIVE. DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER. DEFLECTION LEFT END DEFLECTION LEFT END 1` 040000 0.000 -0.00455 12.000 .... .. EXTREME BEARING REACTIONS ..... SPAN BEARING DISTANCE FROM NUMBER REACTION LEFT END 1. 0.78.6 12.0.00.. BOEF LIST> FINISH AnalysisGroup.TERMINATION....'. 2S File. >MCAP2 ----=----------------------------------------------------------------- 7:49 AM Il/ 5/96 2� Rev 5-01.-9.5 Concrete section moment capacity ! 7 �s Description >>Slab at end 5' ------------- ------------Section data -----=----- ---------Material constants --------- b > 12.000 inches f'c > 2.500 ksi d > 3.000 inches fy > 40.000. ksi $ > .850 $ > .900 ---------------------------------Load data- -----------------=----------_. Factor Mu M dl > .000 ft -kips 1..400 .000 M 11 > I.150 .ft -kips 1.700 2.465 M wind '. >. .000 ft -kips 1.700 .000 M eq X. :.000 ft -kips 1.870 .000 Modifier > :1.000 -- —._Mu__ _ .__� - .> -2:465 ft -kips As.regd. ? .297 'in"2 No .increase required since.p actual is greater than p min --------- ----------- =------------ Summary -------------------- Actual As > .291 in'2 <ok>- p min...'. >.. .005 <200/Fy> p actual > .0083 <p=As/b*d>. T > 11.880 kips <T=As*Fy> a > .466 inches <a=T/(8*F'c*b)> - �Mn > 2.465 ft -kips. > Mu - <ok> 20J©. 95L C_O nr C� A-tc .Z_ - ZS� M_CAP 7:51 AM -2/18/97 --------------------------------------------------------=--------------- Reb 12-3-96 Concrete section moment capacity ----- Description >> ------------Section data ----------- -----'----Material constants --------- b > 12.000 inches f ' c > 2.000 ksi d > 3.000 inches fy > i0.000 ksi 8 > .850 > ...900 --------------------------------Load data--' ----------- Factor Kit M dl > .000 ft -kips 1.400 .000 M 11 >:1.450 ft -kips 1.700 2.465 M wind > .000 -.ft-kips 1.700 .000 . M eq > .000 ft -kips 1.870 .040 Modifier > 1.000 Mu > 2.465 ft -kips As reqd. > .304 in'2 Ao increase required . since p actual. is greater than.p min ---------------------------------Summar ---------- =------------_--= Actual As > .30.5 in'2 <ok>.,� �. p min. > .005 <200/Fy> p actual > .0085 <p=As/b*d> �S iZ�6 C- Z.,00) o T > 12.200 kips<T=As*Fy> a > .598 inches <a=T/(B*FIS*b)> On > 2.471 ft -kips > Mu <ok> - Department C o u n t 1 J. Michael Crump, Director of Public o f B u•t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: '8P*;L r%%-2 L0Q- Project Location and/or Parcel Number: A-4-4- 046 _612 �7�5 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by 1�w, . Signed: Title: 1Ctg2xJvo� Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/12/04 COUNTY OF BUTTE l -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 11 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 03 ZP R I Af (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 0,e/D _ wo—OD S ZONING BUILDING PERMIT OWNER116?70 / �O }�O TE9 _E � SO FTOCC. BUILDING VALUATION .OWNERS MAILING ADVES / O D D . 16) CONTRACTORS NA E ^ ,c T s MONE� ��•TTiM CONTRACTORS MAIUNG KESS E A5 ovE� CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuatlon $ Z ARCHITECT OR ENGINEER LCENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ r Q Plan Checkin Fee $ BUILDING ADDRESS / r_/� 54.54 O \ n vY /vJ�• Energy Plan Checking Fee $ $ PERMIT FEE $ �7iZ, , / LAT NO. S SUBDNIS IONS NAME Q PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 `��91�RUCTURE SF ('Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 3, OZ Solar or heat um water heater 23.00 Water piping 15.00 s, & Each as water heater or vent 15.00 � 0.0 L (Nj / �S F WORK r/ New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �� F. Gas piping system 1 - 5 outlets 15.00 O'D Building sewer 15.00 s �d Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service E00V OR LESS zo.A 0". R LESS 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, ( g ) and my license is' full force and effect. ,/ 2 License Class Lic. No. y -gi q4 9 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 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 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.) I 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' co pensa on isions of section 3700 of the Labor de, I shall forth i co ly wi tho rovisions. �t X Date 8 103 Signature of pp - ❑ Owner ontractor ❑ AgentAnOSHApermitis squiredforexcava ons over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP.S OR AD DNS. ( & ACC. BLDS. 3.54,0O, 7 NEW CONST. MULTI -OUTLET NON•RESID. @7.50 PDWER APPARATUS h SINGLE OUTLET CIR. EX. OCCU OUTLET ORFDRUREs 9n @';50 ED AW Ex. Occup. OFlxU'.(RM.)DEA 5.00 Temporary Service 23.003 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20�OO Heating CoolingS Hood / 6.50 Ventilation • Oa t ys- PERMIT FEE $ 0 Mobile Home Installation Fee $ Energy Inspection Fee $ A'cc� 7 coNST. TOTAL FEE $ HAZ. D. FEES IMP f/ /FoO cDF PAROL HD 5SU8 This permit is hereby issued under of the Butte. County ode and/or s have inaa;z B PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. J9 Da `3�� �S Dafe Receipt No. 03. % WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT L Jt COUNTY OF BUTTE-lbEPARTMENT• OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County 6entertrive • Oroville, California 95965 • Telephorfe (530 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 0-3— R!i O q ASSESSOR PARCEL NUMBER ZONING 1 BUILDING PERMIT OWNER TELEPHONE SO. FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS D q U • &­, s v Y i 1.6 - .— CONTRACTOR'S NAME TELEPHONE oLl re✓ a52•^o CONTRACTORS MAULING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $rj 2 2 • ro ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ 1 4 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ -j 9, BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE S 1,,1 S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap JqJ 7.00 /33.0* Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 .s TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE ELECTRICAL PERMIT Filing Fee 20.00 600V OR LESS Main Service zo.A OR LESS 23.00 a.-3, -- 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.POWER 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: ❑ I, 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR OR ( 5 3.5Q�SO: 171� � NEW CONST. Mu�QL�mS. NON-RESID. C cu @7.50 APPARATUS 8 SINGLE OUTLET C'0. Ex, Occup. OUTLET OR FDRURES 20 Q ''50 aAl Q •50 Ex. Occup. DuiE qa,6.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 3 7 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 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 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.) ❑ 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 forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating / 1.B.so Cooling1 se Hood 6.50 650 Ventilation / ev G e O PERMIT FEt S 314.5 O Mobile Home Installation Fee $ d** Energy Inspection Fee $ L4 (,& - of Occ fufc-) co T�TYPE c/'t% TOTAL FEE $ HAZ. .r O� IMP FLOOy Iy— CDF PARCHy ✓ pp ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date (Da ta Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OSS ;�UNTY OF BUTTE. DEPARTMENT OF DEVELOPMENT, SERVICES ►' BU Z�ING,DIVISION County Center Drive • Oroville, California 95965 • Telephon(5 0)}538-7541 PERMIT N APPLICATIONANDPERMIT MEL EA �)-� •O U BUILDINGPERMIT O�� � CJ 1 � SO. FT. OCC. BUILDING VALUATION pWNERS NG ADDS Mo,jTRAcroRs � T ELEP GU I ^ t MO BOAS MWND ADDRESS � � ^ (� S/�� cot6TRUCTION EA \`'lY.•`/•` w ✓� LENDER'S MAIUNG ADDRESS ARMNREMT OR ENGINEER ARMNiTECT GR ENGwEERS NAuNa ADDRESS eUMING ADDREE; i �/ n C", LOT )Si�� G`)J-0/69fOFSTRUCTURE v7 72— P Sour or heat pump water heater S" Duplex ❑ Nioblehome ❑ Other Water piping dol � 6P�� Each as water heater or vent O S—LD C- TYPE OF WORK Gaspiping tstem 1 - 5 outlets New Addition ❑ Remodel ❑ Ulilii6es ❑ Installation ❑ 0 Building sewer Mobile Home IS G W Describe Work- ..I . I ,� '_ .....x,:x... _ � rri -. � •nom<' �. S'R A sir b o 44 -mw- 4 .i C� 62) 55sa l Aece+6 be, y4d Nt&Ymyt 20.00 fCV V : l 3 i Feng Fee 20.00 23.00 15.00 f�j 15.D0 15.00 15.00 @20.00 Fireplace Total Valuation $ ELECTRICAL PERMIT UMENSE NO. FGA Fee $ Permit Fee $ 23.00 �- Plan Checking Fee $ 20M TO NOODA Energy Pian Checking Fee $ KT -W CONST: DW J.M DCMUP. PERMIT FEE t . OR ADDIS. PARCEL PLUMBING PERMIT Each---'---- )Si�� G`)J-0/69fOFSTRUCTURE v7 72— P Sour or heat pump water heater S" Duplex ❑ Nioblehome ❑ Other Water piping dol � 6P�� Each as water heater or vent O S—LD C- TYPE OF WORK Gaspiping tstem 1 - 5 outlets New Addition ❑ Remodel ❑ Ulilii6es ❑ Installation ❑ 0 Building sewer Mobile Home IS G W Describe Work- ..I . I ,� '_ .....x,:x... _ � rri -. � •nom<' �. S'R A sir b o 44 -mw- 4 .i C� 62) 55sa l Aece+6 be, y4d Nt&Ymyt 20.00 fCV V : l 3 i Feng Fee 20.00 23.00 15.00 f�j 15.D0 15.00 15.00 @20.00 EX. OCCU . OUTLET OR FKIURES PERMIT FEE = V --- ELECTRICAL PERMIT Feng Fee 20.00 Main Service 2�oa OORR LLIss 23.00 �- Main Service 20M TO NOODA 46.00 KT -W CONST: DW J.M DCMUP. SD / 3.5¢F7. 1 . OR ADDIS. t ACC. etDS. NS . ,:,. N]N.NESIIi MULTFOLITL.ET I LB7.50 EX. OCCU . OUTLET OR FKIURES ani ® ".SO ! Ex. Occup. 2% 'emaim L5.00 Tem or `+;Service 23.00 Moble Home Facilities 20.00 Misc. Wiring - 23.00 MECHAN Hood PERMIT FEE _ �`C J' I / PERMIT Firing Fee 20.00 6.50 s� PERMIT FEt S . 5U Moble km1fe Installation Fee $ Energy Inspection Fee $ �M CONST. TYPE TOT L FEE $ a a 1u,Z. I p 6 P Zr_ VEL � tlE This permit is hereby issued under the applicable provisions . of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 f SCHEDULE OF RECEIPT OF FEES OWNER` 23 OS' D BUILDING USE PERMIT FEES Additional Fees Due........... $ 17k V, es Pl)n Checking Fee.... $ : DISTRICT FEES CA)ON� Dol District Office) (form available after Plan Che ) A.P. # " T"-' (P'70' ()0-5 DATE V (I 6:�> RECEIPT # sz(oS F FEES (paid at Building DivisiwV� Units X $360.0 =$ 3- 0 (sq. ftg.)..... X $0.03 = $ Sq.Ftg.1 4) . AREA FEES aid at Building Division) Residential (per unit)..... X I =$ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. ocCREATION DISTRICT FEES (paid at Recreation District Office) (form avai able after Plan Chec 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid_ at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed duringyhg plan che*ng proc APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) `' M• ►COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: jy-\ ASSESSOR PARCEL NUMBER Proposed Building Use: L) sl�� Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marl ed NA in order to apply. ,-0 Plot plans, 3 or 4 sets, sig the preparer of the plans. plete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND Rets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. A. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views intriplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. ind ed and returned to the plan review line-up when required items are received. Date Received 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... The permit will be By ,ipt of the following items.) d *E011, California Department of Forestry plan approval ❑ paid. Sent by: ...................... anning approval for (A) Use: �(B)Parking: (C) Parcel Check: 20. Contact Land Development about ❑ Improvements ❑ Drainage......... ...................... . Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. 428. . Owner -Builder Veriitation (, Gi en to owner, ❑ Mailed to owner) ..................... er of n at' f u ur Ac gment Statement .................................... anu actured home utility cl a ance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, Letter from Legal Owner, ❑ Check -to H.C.D. $ ❑ 31. Other: / , When issued Telephone I and hold for pickup. I have been informe of the bov items and requirements for obtaining a buildin permit. l Applicant: Date: g 1 1. Index permit application b ite e C Plan Check Letter 2. Additional items required �- Contr r designer, owner a vi cf t y phone, ❑mail, ❑counter, by Date: �D 17 ontracto esigne , owne dvi d of the ab g �I to by ( p o ❑ mail, 1❑ counter, by Date: �r ans reviewed by: Date: IM 63 Plans approve Date: Structural reviewed by /� f-}- Date: d ra appr ved•by: Date: q p _ Note transfer by: Date: 3 7a/ 1E-7 C GDeW 6 � s Yellow: Buildine ivision ` zez— -In i_, 1 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plea Attechad µ' 'door Plea Al: -had Seat V.D. / .f`3 �6-a �m vaYl -IJOs- Ow,ner —� Location AP# Plan Approved for: Sewage Disposal i,-- Water Supply: Public Private Well Clearance for dwelling. Other final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 S� 3 �s Date �r December 18, 2003 Todd Shelton 4011 Spyglass Rd. Chico, Ca. 95973 19 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 40-670-005 Building Permit Number: 03-2404 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 01. The enclosed school fee form is to be completed by the Chico Unified School.District and the completed form returned to this office. Provide a letter from the project engineer stating the foundation has been designed in cn accordance with the soil analysis letter from Applied Testing Consultants dated 2/26/01 per the recorded parcel map. Th enclosed Butte County Parks Development Fee Certification form is to be completed by o a -t- &r. - co rco Area Recreation and Park District and the completed form returned to this office. 6a-cQ ­rc Total area of permanent openings (flood vents), line i on the flood elevation certificate, to include the guest suite and garage. Chico Urban Area fees and the Sheriff's fee to be paid at this office prior to issuing the /building permit. Ei The water heater location for the guest suite to be per the 2000 UPC or be direct vent. Please - /revise plans or indicate a direct vent water heater. IF/ The building permit application indicates the installation of three gas burning fireplaces. The Floor plan shows only one .Please show location of all gas burning fireplaces. 8/ Show size of doors on the floor plan. Show size of window next to French doors at guest suite. V rovide H-1 and H-2 window sizes. provide second set of window schedule. STRUCTURAL COMMENTS: Please provide calculations to verify spans of the proposed rafters. Some of the rafters appear to be overstressed to support the live loads and dead loads shown in the structural calculations. 1 of 2 The 4x12 beam that supports the 5.25x16 LVL at the interior garage man door appears to be ssed. Please provide supporting calculations or revise. posts and trimmers to support header and beam reactions over 3000 lbs. calculations for the beams shown on the 2"a floor framing plan. .lease specify model number of all connectors and hangers. OK ease show direction of ceiling joists on sheet A-12 �� ase provide a clear and readable 2"a floor framing plan. 6�'/rovide calculation for the B 16 header indicated on the "gravity map." J! 6w manufacture's name and series numbers for the I't floor joists. 1 . dicate on the foundation plan the portions of foundation that support two stories. Please correlate the point load foundation location with the roof framing and 1St floor plan for eam 13. Specify size of the footing supporting beam 14 at the garage. Show size and location of footings supporting beam 18 and the 3 1/2x16 LVL shown on the "a floor framing plan. 14Please provide supporting calculations for the pressure treated 6x10 1St floor girders. They ,,appear to be overstressed in some locations. V.Specify size of pier footings supporting the 1st floor girders. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Plans Examiner cc: Mike Hubley, P.E. Philo Hunt, P.E. Plan Check Engineer 2 of 2 PLAN REVISION Owner's Name: S1-FEL-nnbi BP#: 03 - x•40 4 - Date: ig . 2(.. 2004 AP#: O 40 - 670 - Oo 5 Received By: Time: Contact Person & Phone Number: Sreve Sc �+u�s-rE;?_ PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: 2"'Requested by Plan's Examiner— Plan Examiner's Name: Russ c—s.L_ ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pick-up. . 1 4 Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $54.99 Receipt #: ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 m &CA 1,5's PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response, please indicate your, response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN OWNERS NAME WITH REVISED AND ORIGINAL PLANS. DATE: � . / ASSESSORS PARCEL NUMBER PERMIT NUMBER n. -))- C;Xlo W CHECK ITEM # tt1 ITEM # 3 09 CHECK ITEM # RESPONSE BY: .5 LOCATION ON L ON PLANS/CALCS: PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. 'There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. please indicate your response to each item and the location where the information can be found on the plaiWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVTEW LFTTFR Awn own onm u..�..._.._..__ SSESSORS PARCEL NUMBER N i 'o e ESPONSE FOR PLAN CHECK LETTER DATED: LAN CHECK ITEM # RESPONSE BY: R T T NUMBER C�D._;qbq ON ITEM # RESPONSE BY: LOCATION ON PLANS/CALLS: Y CHECK ITEM # -- LOCATION ON PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response, please indicate your response to each item.and the location where the information can be found on the plaiWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS NAME DATE: ASSESSORS PARCEL NUMBER - RESPONSE RESPONSE FOR PLAN CHECK LETTER DA CHECK ITEM# 6 13 CHECK ITEM # / `f BY: BY: LOCA U13-2u0q I .A- PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal If j'this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. please indicate your response to each item and the location where the information can be found on the planstcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER ANn RF n iota uirru -TO-01C1 ESSORS PARCEL NUMBER t3/0 A yb - C�`7b bb5 ONSE FOR PLAN CHECK LETTER DATED: CHECK ITEM # 'I q CHECK ITEM # PLAN CHECK ITEM # g BY: 0 4IT NUMBER 03- c9,-qbq ON LOCATION ON P ON ON PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If -'this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plandcalcs. ATTACH THIS. FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: lodd I - -9�o-b7o-oos KtSPUNSE FOR PLAN CHECK LETTER DATED: ___De=. I a, =,,, q BY: %.nr_W% 11,cm if RESPONSE BY: v RENTS: I CHECK ITEM # RFSPnA1cG av NUMBER �/ D J- :/ O ON ON P ON PLAN CHECK ITEM # RESPONSE BY: LOCATION ON S: Schuster Homes A• land development Co. 4011 Spyglass Rd Chico CA 95973 SCL#483969 (530) 894-0894 Cell 570-6400 Hm 89475875 Fax 894-2256 :Feb 18, 2004 Butte County Building Dept Response to Plan Check Non -Structural Rp �� —C. 70_ Po Item # 2 Enclosed Item # 4 Enclosed see new flood certificate Item # 6 See Sheet A5 labeled direct vent water heater Item # 7 See floor plan A5 note one of the fire places is outside in courtyard. Item # 8 see floor plan A5 & A6 Item #9 See floor plan A5 Item 10 See floor plan and Window Schedule for H-1 H-2 windows now appear on A5,A6 and window schedule Steve Schuster BUTTE COUNTY DIVISION OF ENVIRONMENTAL HEALTH INSPECTION SCHEDULE Fairway Oaks Subdivisi®n Septic Systems s Lot # AP# Owner Observed By: Date Test Completed (Initials) OK'd Completed 1. Tank & Riser Tightness Test (24 hrs) 2.. Pump Float Switches Checked' 3. Pressure Test Effluent Line (50 psi. 4. Tank Pump Alarms Checked 5. Reserve Space in Tank 6. Wires Secured 7. Miscellaneous leaks 8. Tracer Wire on Effluent Line Additional Comments: / /septic/fairway oaks cks Specification for Septic Tank Effluent Pumping Systems For Fairway Oaks Subdivision 1.0 General Fairway Oaks is a 22 lot residential subdivision located in the middle of Butte Creek Country Club in Chico California off Oro/Chico HW. As individual lots are developed septic tank effluent pumping systems will be installed and connected to existing pressure sewer laterals which are stubbed to each lot. It is the responsibility of each lot owner to install this system at their sole cost. Septic Tank effluent pumping systems shall consist of septic tank, pump vault, effluent pump, controls, alarm and appurtenances as specified herein and shown on attachment drawing 1 and on the parts list 2. All materials furnished shall be new, and of the type and quality specified herein. All construction shall be undertaken in a neat, workmanlike manor. 2.0 As Built Site Plan The installer shall prepare an as -built site plan of the installation, showing dimensioned distance ties from the dwelling served to the septic tank and inlet and outlet and outlet riser manholes. , In addition the routing and location of the building sewer line, effluent pressure line and power and control conduit shall be shown with average cover noted. Also, septic tank size (gals) and dimensions (H x W x L) and manufacturer shall be noted. The installer shall furnish copies of the as- builts site plan as follows 1. Butte County Health Dept. (1 copy) 2. Fairway Oaks Homeowners Association (1 copy) 3. One copy shall be placed in the plastic envelope provided by the panel manufacturer for his schematics The as -built site plan- shall be neat and legible and include a north arrow, scale, lot number, A.P. number, building outline and other pertinent information. The preferred plan size is 8-1/2" x 11" but shall not exceed 11"x 17". 3.0 Materials Within these specification, proprietary or "Brand Name" products are specified and no substitutes will be allowed. This is being done to simplify future operation and maintenance of this system. 4.0 Seatic Tanks A. Septic tanks shall be of the size and type approved by the Butte County Environmental Health Dept. Any septic tanks located in paved areas and subject to vehicle traffic or other locations with unusual loading will require design by a registered Civil Engineer. B. Septic tanks shall be manufactured and furnished with access openings of the shape and size is compatible with access risers and effluent pump vaults as herein specified. Modification of completed tanks will not be permitted. C. Septic tanks shall be furnished with out access hole lids. D. Septic tanks shall be watertight. Each tank shall be tested at the factory prior to shipment and tested in place at the jobsite prior to acceptance by the Owner and the Butte County Health Dept. 4.1 Riser and lids A. Inlet Risers shall be fiberglass or ribbed PVC as manufactured by Orenco Systems Inc. 2826 Colonial Road, Rose burg, Oregon 97479 Phone # (800)348-9843 Risers shall be 24 -inches high and have a minimum nominal diameter of 24 -inches. B. Outlet Risers shall be fiberglass or ribbed PVC as manufactured by ORENCO SYSTEMS INC. Risers shall be 24- inches, and shall be factory - equipped with the following: a) one 1 -inch or 1 -1/4 -inch diameter (IPS) neoprene grommet for the pump discharge, installed no less than eight inches from the. top of the riser. b) a PVC splice box, with threaded access cap, bonded to the riser. c) Four (4) UL.Listed electrical cord grips, installed in the riser to provide access to the splice box. C. A Lid shall be furnished with each riser. It shall be latching and shall be constructed of fiberglass with an aggregate finish. D. Riser installation — each riser shall be bonded to the top of the concrete tank with a two-part epoxy available from Orenco Systems Inc. The epoxy shall be applied in accordance with the manufacturer's recommendations. A generous bead of epoxy shall be laid completely around the bottom of the riser prior to mounting the riser on the top of the tank. After the riser is in place, a generous fillet of sealant shall be run completely around the inside base. Four hours curing time shall be allowed the epoxy before back fill is placed over the tanks. Care shall be exercised during the curing period to avoid dislodging the riser or disrupting the watertight seal between the riser and the tank. 4.2 Pumping Systems For Part #'s see Parts List 1 (attached) All parts can be ordered from Durham Pump Inc. (530) 891-4821 They are the local dealer of Orenco System pumps and parts. A. Installation. All pumping systems shall be installed in accordance with the manufacturer's recommendations and drawing 1 & 2. i 4.3 Controls and Alarms shall be fabricated and installed as specified herein. All elements of the installation shall conform to applicable state and local codes and regulations. A. Control Panel See parts list 1 B. Control Panel shall be mounted on the side of the house nearest the tank and pump. Effluent Pumping System J :J lasp?ction Access Riser 'Ind Lid (ot or naor Ground_ s:rrtace;, opliernil L Tank. Adapter—,, (cost. or bolted Net Tee. aM5%l Liqu'd Level �-S� aR. rC4-i�- Slope Ground Amy irorn Riser Conduit. to Control ?ane, l', on du"l .Tea Nor-: Tw+k, iiv�4 &o- W%Jv T► L+ Te-siect a+ Rc4ofy q,,d ►%t Potents R �,439,;'�3 & 5.442,035 Foreien Polents Pendting 0 1997, C;renco Sysiems. Inc. PVC 'splice Box with Cord Grips fiherglc-ss Gasketed yid w:th =lair -less Steel Bolts ?VC Riser with 0,orr,met(s) (borated to tank idapier wit, i recommended %d:lesive) Discharge Assembi7 Flexible Hose Eff11:ent Mchcrge r --onto Adapter (;,:st or boAedk Le:�el Conlrot� Qw No! Assenbi; Chr:ck 1+aive (optional) filter Cartridge boull Inlet PoAs �I t)renro Ettlue,11 Pump I. Drain Vasee Biotubee Pwrnp Vault ;*. Orenco Systems' Inourporated 814 wROrr mlEWiE SUTTffru IN, 0AU-04 974-1-9-901-1 rau FRE: (.8CQ-) 346-484.; r lEM JE: (541) +59-4449 FAC SOA E (541) 459-1-d84 E -.DW- D-1 Ll Rev. 2.0 (1 1;!Or"I l� Drom 1-A2 LL Vault &Float Setting Worksheet Note: (design limitations) Min. Separation Between floats Vault Inlet Hole Location RO Above Tubes & MLL Project Name: Tank Volume: 15bo Total (ga) ►SOC Dosing Comp. (gat) /6-0V Dosing Comp: (galAn) �;;.I,- " Pump(s) model: 10�_ .Pump MILL ;210 Float Arrangement: M AjOr MVP (circle) Yes t Nc Roat Funolions: N+ waldL r Pump Vauk model: ~N_ -c>JUrt gQqWVP orenco Systems i InwfPOMW 914 AIRWAY MEM SUTHERUN. 0pcwN 9%479-90?2 TELEPHONE., (541) 459-4449 rACSIMILE: (541) 459-2864 Null 11:28 1 Printed: I it l IJhClll;t) 7/16/01 .asks 9:08:51 AM 1'I1n lilt, .1'I1 -I .1 I _•_'I Angela Helliwell Quotes Orenco Systems, Inc - 7/16/01 DEFAULT -CHOOSE 10/14/01 AIO - S"rEP MATERIALS 62,143 1.000 Rit2418+S+t U PVC Access Riser, 24" Dia. With S And 1,000 Fl_24-4B Fiberblaes Ltd 241";'4 Bolt �2n e .000 PRl'A_4 ABS Riser/ 'C'snk.4dap[er ..... .......:........::.:....... 1,000 PRTA24BIiKIT .... doh Down Kit. Prta24 .2 MA32U t Epoxy Kir 1.000 S94,-"Pvc Splioc Box W/.i Cord tarps 1,000 „1'ti1lJS7-IRI 9 -„ Uni. ersul Bue2upmatridgeiuinip 1.000 P100511 USI Eftluenrl?ump; 1/2Hp, Itlgpm 1 IS��,bOHz,10' Lcad P.1 ff',aRRrl Nri' l ,ODU PAWf11212AN1'Y -Pimtpatrauty, > year on OSI Pumps 1.0611• •HV I pOF3CFC-H_ 2 :.......:.:..... .... )4&,'V Asan. l , Hii • ,14 ad 32" tem ....:.. . 1.000'HV;(lOd� �• • � �-•� •� � 1" Dia. tC�t_" Pzternal Flex Txecn�ion 1.000 MFA$T-i'.G,W-21V FI. As.:(Y,G,W);27" stem;pump vault :.:.........::...::.... ,....: lAOU SIROETMCT ...:...::.....:..:..:..:. .:.P . . S ttt lex Panel, 1 ISV V4'/Ro,Etm,Ct PAVS Lis omments For pricing info please contacr Durham Pump. Durham Pump Inc. - Bill Halsey 2313 Durham -Dayton Hwy Durham, CA 95938 Oreitco Systems, Inc. Subtotal 814 Airway Ave Tax •Sudterlin, OR 97479 S H 11-800.348,9843 Ph: 541.459,4449 Fax: 541.459.28114 �Olal Prepay 8t Add or ure based on -0-S-r-s-A-p-r7M200I price list, 001Msales are subject to OSI's terms aeon owns. OSI Ful Tax 1D: 93-07811163 be sure that these are the materials a0eed and that our totals are c+orreer. FOB Sutherlin, OR -- T -:- Q- ljjrelght charges are estimated, actual charges may vnry% ^ - D&B #: [13=116-6150 eV BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number I/P- L 7D Jurisdiction: Q City County / Property Owner ^ d A Property Location/Address / t3 15 1,05 Q Subdivision to k-4 T r \ Lot No. Residential Development ® Q Q No of Living Mobile Home Addition/ ' Units Installation Conversion i (Attach a signed cop Commercial/Industrial ( 0 Q New Addition Building Department District Identification No. U0�ip C ' tk- D School District certifies that (Street Permit # (No foundation inspecl 5 Sq. Footage `/ 1 1 Q (Group R) Deed Restricted Sq. Footage Deed Restriction and Notice of Limited Use Facility document) .Sq. Footage `(Including Exterior Roofed Areas) /2. // Ze 3 Date (Applicant) el'/17-0 (Phone Number) Ch - - 6�L�4- 9'5�193 (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing Z/// 6) square feet. School District Representative Paid by Check # Remarks: g, 7. 0 2 by payment of $ Sq 2,5-, yo E2926 t MITIGATION = Date Notice: You may protest tit Imposition of tit fess Identifled above by submitting a written protest to the District. In compllana with QoVefrMrwd Cote Seetlon 66020(a), within 90 days from are date fess are paid. Failure to submit a timely wrlften protest will prohibit you from challerginp the imposition of the fess in any court action. If, subsequent to the School District Representative signing this Bubo County Schools Impact Fee Certification Form, tit school District is notMad by the applicable Local Planning Agency that thio projsat Is being reolew under the Calftnda Environmental Quality Act (CEQAh this project may be subject to addMenal school fees to fully mitigate Its impact on the school dletricrs schook. White (applicant), Yellow (building department), Pink (school district) feeform.xfs (10/03ldmm BUTTE COUNTY PARRS DEVSI,OP?E Tf FEB CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT ;Asses -sot, -Parcel . Number (s) .::', 4.%0 -.4 7rQ O. 7 Property "OwnerD GQ 'S a s• Project. Location/Address /815 Pa,_5a4 i e[AItv Subdivision r G '. r w o Da 5 Lot Number (s) Residential Development: (check one) y Nei; Development, Alteration/Addition Mobilehome(s) Non -Residential '. to Residential ; v_fa`_ . ... `ee - 'o r.-_ ?, ai- ,}, Total Number of Dwelling .Units' `:� . "'�'��' ,b '"�.-���'°"�''•'• ?'-:•�-:�-�_-=_ Comment Building Dejlpartment Representative Dake Chico Area` Mcre at ion;: afld •Park"t'bistrict (CARD) cerptrf-ies,,ithat , It ,-• ?.z , „ ' Y (Apply cant .'Name ). ( Phone Number) . (Str,eet Address (City) (State). (Zip .Code) F " � Mme-^-a-.r—uf'{�.^S,.+b-K �,�._,r..e n.+,+n+».t. 4:.r'�':_i. '-S.s.+`-'.�. '":�r-'•w. � S'::. >.x:'=a^�"l.-'.,:.. .f?-..-»:� uY ;'e.= y ;.,�, 'ate �. �,;.5 -..�., �. �. , ,.,<,,,,.-_ ; �:tti t *.-has complied' with the requirements of •Butte Co Resolution N,o 90=140 by �... paYinent,for dwelling: 'units @ $1,189 for total payment of. $ r� CA -R presen ative t Date REMARKS BANK• NO 'r - i'.• PAID BY . CASH. RECEIPT. NO. Distribution: White --Applicant Yel'l'ow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park.fec (form -revised 11/90) INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: G.1. n ,e, , ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: Se -A Lits � SEPTIC: � WELL: AP#: 40 —(p 7b U $ ADDRESS/LOCATION: Z_0 Comments: GL/memos/releasehold COTE NTY DEC 212005 DEVELOPMENT SERVICES MAR -27-2002 03:14P FROM: TO:8991102 P:1/3 VeMcal%chonolow Enginieenin 383 Ria Linda Ave Suite 200, Chico, CA 95928 Ph. (530) 899-8716 Fax (530) 899-1102 Email vertech@sbcglobal.not � 7 P.�: Lot 5 Fairway Oaks, Chico, CA'(" � ' NITES ,� "; A. RESIDENTIAL ._., , 040-670-005 03-2404 PERMIT NO. SHELTON, TODD "" 'M ASATIEMPO DR, DURHAM Cont: SCHUSTER, STEVE NEW SINGLE_ FAMILY a :.: SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL.INSPECTION ITEMS': VERIFY • f_ USE PERMIT CONDITIONS ' t - SUB -STANDARD HOUSING LETTER OFFICE COPY ._ Address GAS Meter By—- D I ELECT RI Meter By °' • � JOB FINALED (Date) ''-•-' " l Signature " CCxi t - - - JOK 0 = Not OK . = Not Readyable Card B-1 Date MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Elec.; Receptacles.and Lighting, Distance-GFI 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 8. Gas and Electricity Tagged 9. Exits Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date 2. Footings; Size -Spacing -Marriage Line Card B-1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) , 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 1. Zoning Requirements -Setbacks -Easements Elec.; Receptacles.and Lighting, Distance-GFI 5. 2. Footings; Size -Spacing -Marriage Line 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 3. Blocking Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except ff's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles.and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable =Not Ready RESIDENTIAL (Single & Dupl . Date UNDE LO (Plans) OK except #'s I Date FRAMI G Grnd.-/ )4iFtg. orches & Decks; Soils -Steel-/ " /" Ftg. Depth e alls, Main; Steel-Blockouts-Wrapped mwalls, Garage; Steel- Bloc kouts-Wra ed fmr'Hold Downs and Special Anchors -zr Slab, '6.- Pius -Fireplace Ft .-Steel :W.V; Fall -Fitting -Test -2 Way C/O -Sewer Test F, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test ,Water Pipe; Test -Anchors -Regulator -Service Test & 15�Access & 16. Insulation Date 7,4!/fc f Card B-1 a// Date Card B-1 Date Card 13-1 Date Card B-1 Date PLUMQ! G (Permit) OK except #'s 1fZe1W €r Htr.; Vent -Access -Combustion Air Baffle W.V.; Test Fittings & Anchor -Nail Protection 'V Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card Q-1 Date ELECTRICAL (Permit) OK except #'s 2�ture & Transformer Clearance -Ins. Protection 25. ..Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled 7. Mex Installed Close to Edge of Studs & C.J. 2 uip. Ground made up w/Mech Fasteners -Bond Gas & Water ?9 A pliance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size/ /ga. Cu q5AA.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or Al' -Oven Circ. / /ga Cu or All Insulated Neutral 0 Yes El No 32. Service-Ris r -Conductors & Ground Main Disconnect 33. E ui .arances Panels-Motors-Mech. Equip. s Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHA tCAL (Permit) OK except #'s C�O'ucts Insulation & Support 3z,-Ye'nt Fan, Exhaust above insulation 38. Co densate Drain & Overflow, Size & Grade ur a6ce-Vent Access -Comb. Ait-Return Air Vent 115 Outlet ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date - FRAMIIW(Permit) OK except s Proper Material Arm ,j ( ,t^J , Wal s ds -Nailing Spacing & Braces -Plates -Sound ing Walls over Girders & Floor Nailing DrqA Stop in Walls (rat proof) 4 fre Stops, Furred Ceilings -Stairs -Chasers -Tubs 17 012 ',t 7 eaders & Beams -Size & Bearing 8/C' oist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng: O place Ties or Type A Flue -Fireplace Throat ce A 'c Access; Size & Romex Protection- ra op -Ins. Baffles ilelBdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 58!Property Line Firewall & Openings 64�-rxt. Doors -One 3' -Check Garage 3rd Story, 2 Exits fairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. ing-Nailing veneer stucco Mesn-Unp screed -Fd. Ynts-Underflr. Access Plastic p61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63., Infiltration -W - ' dows Date a Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINIje(Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector . urnace Vents -clearance -Comb, Air -Connector - In -Garage; Above Floor-Ducts-Mech. Protection �F 1. & Bath Fixtures & Tub Acces W 5leC Trim & Subpanel, Breaker Sizes & Labels Ve"Stairs & Rails it Lace or Stove, Clearance -Hearth c. Outlets at Wood Panel, Int. & Ext. ixt. & Appliance; Ground -Air -Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure FyC. Duct in Garage -Damper tr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. i ara e; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location 71Vfiled. Receptacles in Garage (F.F.I.)-Romex Protection 8V' dation-Foam-Looked in Attic $i!G rd Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 83. Fojowing Instld./Drive 0 Yes O No/Walks 0 Yes 0 No/Planters 0 Yes O No U_ttucco Brown -Finish `Unit Disconnect, Electrical -Plumbing Ve is Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings er Well, Disconnect, Electrical, Plumbing . Exserior Elec. Trim, G.F.I. Receptacle -Underground ilation Throughout House a"ss Protection C rections from Previous Inspections as Test -Meters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD Approval W.E rgy Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Date , Card B 1 Date Card B-1 Date �.. 1 Card B-1 Date Card B-1 bate ' r Card B-1 Date Card B-1 Comments at Final: FOR Urgent M. DATE TIME Ap.m. While You Were Out m —T. -act OF PHONE 345 - ST5SS AREA CODE NUMBER EXTENSION TELEPHONED PLEASE CALL CAME TO SEE YOU WILLCALLAGAIN RETURNED YOUR CALL WANTS TO SEE YOU MESSAGE v a�ad� L_ SIGNED 9711 Butte County Department of Development Services 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING February 21, 2007 Mr. Todd Shelton 1815 Pasatiempo Dr. Chico Ca 95938 Subject: Swimming pool renewal BP 04-2602 Dear Mr. Shelton: This is in response to your request for a renewal of your building permit. The check that you sent (enclosed) is for the wrong amount. The correct amount is $109.98. Please resubmit a check or money order for the correct amount. If you have any further questions regarding this subject please feel free to call 530-538-7541 Thank you, Tammie Powell Pe it Technic -I Todd D. Shelton 1815 Pasatiempo Drive Chico, CA 95938-9524 February 7, 2007 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Reference Swimming Pool Permit # 04-2602 Gentlemen: As advised by your department, I am enclosing my check in the amount of $109.00 and request that you renew our permit and let me know when I can schedule a final inspection of the pool. Thank you, Todd Shelton 6 30 -.3 +5 -S S`8a cou FEB 131007 DEVELOPMENT SERVICES NOTES Zy@� RESIDENTIAL PERO - 040-670'-005 04-2602 SHELTON, T -OD fg*�,L,/46 bA(� �- 1815 PASA TIEMPO, CHICO Cont: POOL BUILDERS V �,V �J 5 _ V •�� Lin G ; NEW GUN.ITE POOL (9J L&_ W00 - /v e-rA Se�. S�fw ftf 49 SPECIAL CONDITIONS I3 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER - -2. `- --c-)T- JOB FINALED (Date) Signature/C" JJK s 0 = Not OK . = Not Readyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ ;Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card -1 Date Card B-1 Date POO (Plans) OK except #'s acks-Easements . Soi , Compaction -Structure Stability 3. ool Structure; Steel -Connections -Thickness pead Men -Lining Sl!Elec.I Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6, lec.; Enclosures; Conduit Entries -Terminals -Listed 7,-Efe-c.; Bon ng; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. P 'b.; Cir. Test -Water Supply Test 1,T- Light Niche I � 12. Enclosure; Fencing Alarms _ 14- 2 ,-ol Date O,' Card B-1 Date Date Card,B=Y Date s /� 6 RS -Te-&-T- o /,- J:5- - Q CQ (Jj� 31 w i J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date 57. Card B-1 Date Card B-1 Date 58. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Glazing Area -Glass Protection -Skylights -Plastic 24. Fixture & Transformer Clearance -Ins. Protection Shear Walls; Nailing -Bolts 5. E(ec. Receptacles Spacing -Lights & Switches at Doors Brace Interior/Exterior Wall Panels 26. Size Boxes & No. of Conductors Stapled Insulation -Walls -Ceilings 27. Romex Installed Close to Edge of Studs & C.J. Infiltration -Walls -Windows 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Card B-1 Date Card B-1 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Elec. Outlets at Wood Panel, Int. & Ext. 36. A.C. Ducts Insulation & Support Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 37. Vent Fan, Exhaust above insulation Elec. Outlets & Receptacles at Kit. Counter 38. Condensate Drain & Overflow, Size & Grade Garage Fire Door; Swing -Landing -Closure 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet A.C. Duct in Garage -Damper 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 80. 41. Sills Proper Materials & Anchors 81. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 82. 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 83. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 84. 46. Headers & Beams -Size & Bearing 85. A.C. Unit Disconnect, Electrical -Plumbing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. 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 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (FF.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instid./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP042602 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perl'ury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/30/2004 APN: 040-670-005-000 the Business and Professions Code, and my license is in full force and effect. cF License Class: � " 93 License Number: $ 3 3 4 4 Site Address: 1815 PASA TIEMPO DR CHI Date: 0l Contractor. �po( �oI 4 P-6 Map Index: .30/041 -Ds Description: NEW POOL GUNITE, MASTER # 01-516 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: TODD SHELTON permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 1815 PASATIEMPO signed statement that he or she is licensed pursuant to the provisions of CHICO CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95928 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): O I, 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 (Sec. 7044, Business and Professions Applicant: TODD SHELTON Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: POOL BUILDERS not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1351 MANGROVE AVENUE O 1 am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95926 530-899-8988 Date: Owner: SKIMMERCH@AOL.COM License #: 833994 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: 'Q- r P. i I_ Fu ,i o Total Square Ft: 0 S.F. r� Policy #: ( (3 — 0 d ( Zd Co 6 Valuation: $0.00 Census Code: ❑ 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 the 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 forthwith comply with those provisions. Date: 3 Applicant: � WARNING: Failure to secure workers' compensation coverage is / �n �%�¢C t t✓/ unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor interest, fees. code, and attorney's CONSTRUCTION LENDING AGENCY This permit is hereby issued under.1hiFppplicable provisions of the Butte County Cods ?nrUnr I hereby affirm that there is a construction lending agency for the Resolutio to do work indicated ov for wh' h fees have been paid. / performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By- 0-00 // Date: PERMIT EXPIRES ON: V r Date Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize repro lives of Butte County to enter upon the above mentioned property for inspection purposes. o— Print Name: Signature: Date: / ❑ Owner 13 Contractor O Agent for Owner IN -Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" CONTRACTOR OWNER Last Name , O City C17 46'C7 irst Nam n p,/ Address ` Phone City L'/mss E-mail StatLI,4 Zp Phone _ Fax Fax E-mail State License Number CONTRACTOR Name � 00� �r1. �C✓ _ Address�p�p City C17 46'C7 St�P Zip Phone Fax E-mail Lic. IR 3*9 ?4I 1 CIesvT� APP NT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name 49071.We-�VrZ Address G City I Yes State Zap Phone Subdivision Name Fax E-mail Page State License Number APP NT SIGNATURE X For office use only: APPLICANT NAME Name 49071.We-�VrZ Address G City I Yes State Zap Phone Subdivision Name Fax E-mail Page APP NT SIGNATURE X For office use only: AN Opp Zoning Fly Flood Zone G SRA I Yes Occ. Nhiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Type Const Subdivision Name Address Map Book Page Lot # Planner Date Approved: PERMIT NO. 0f'-2(ovaZ- BP T# LOCATION AN Opp Property Address Fly Cross Street WORKER'S COMPENSATION Policy Number / — 03ua9/�r—D� a Carrier Nhiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS 11 K TORMSIBUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of io ieltl un rrc tY� aG'L Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be 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 and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: `A6 t%• Bldg SRA Receipt #:f 2 Sheriff e/)_ JSS� SMTP Other '412— Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 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. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular. homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 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. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). — ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued 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 merunos can oniy 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 department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSOUILDING F0RMSS1dgAp01SubRgmts:doc Page 2 of 2 REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER 0'116 V t16-aW / Proposed Building Use: X,C�) 1 O(/L.Am/ A( o/- 5/( Counter Technician: �P' _Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans... 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in2<hico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required ................................................ ..................... U 21. Fees as shown on the attached Schedule of Fees Due Sheet....!.f.S..!-5 n,��a•• irdas/�r�/�1a�7 ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 1; 24. Planning approval (A) Use: of, (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... -5- 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization .................................. .... :............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance................................................................ ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... 37. ❑Gran Deed�f 1.H. itle/ tatement , f F cts, ❑ er f ILegal Owner, ❑ Check to H.C.D. $ 38. Other: ❑ 39. Other: When issued Telephone �% - G/ and hold for pickup. 6,"_l �Q C P7l I have beginfmedof the aboveZtems and requirements for obtaining a building permit. Applicant✓ Date: 9 �` 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner,wa advised of the ab e a by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: V Note transfer by: Date: Yellow: Building Division ;r Ems. Udo LY Piot Plan Attached fi Floor Pian Attached Sent to S.D. / n TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance A�z �� '� a � f //V- a w -OSI � Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public — Private Well Clearance for dwelling. Other Hold final'for: Final clearance O.K. for: NOTE: 2 ltelwEnvironmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER (_5A64on , 7 PROPROSED BUILDING USE �ltZAJ 90tir►rle-1 � JR(l.BUILDING PERMIT FEES Balance Due ..................... $�� --- Additional Fees Due........... $ Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) �1 3. SHERIFF FEES (paid at Building Division) Residential...:........ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. A.P. # 7[LLJJ,S DATE % / —D`� RECEIPT # DATE REC. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ _ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan chec 'ng process. a APPLICANT DATE I ho o y Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) u SITE PLAN REVIEW APPLICATION Date:'l��a�/d `f AP# a —(a 70 —606-- Owners OD,S Permit Number (if applicable) Q C 1a 0-2 APPLICANT INFORMATION Owners Name: L1y '. 57Parcel Size: Owners Address: g`��'� ► Telephone No.: Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home Residential Accessory 4� ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) " ❑ Temporary Travel Trailer - ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial RemodeV, ' ❑ New Industrial ❑ Industrial Addition ❑� Industrial Remodel Other ❑ Septic ❑ Well,.. ❑ Agricultural Exempt Building ~" ❑ Other: Brief Explanation (if necessary): r�. DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) if Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved' By Date ?10�,Lleftl ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: _ ' r ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan. (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) `/'j od ❑ SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • ` Flood Zone: A -C • Flood Panel No.: aWn 7 L Index Date: 6 Q ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 9 - I �P-•L.D2 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. . ❑ CDF approval needed for encroachments into SRA setbacks. n.,._- n _r c Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 0 r Side 51 Side Street /0 Rear i S r Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. . ❑ CDF approval needed for encroachments into SRA setbacks. n.,._- n _r c Applicable Development Fees: Standard Fees 4 , ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula ---------------------------------------------------------------------------7--------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a'Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Envirorunental Health Department requirements Subdivision Map/Parcel Man: Map Date of Recording: / G Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified . professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil- construction ivilconstruction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa ❑ I_" t f y` IN 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C-MatryslBuilding Permit Site Plan Reviewl.doc IV. CONDITIONS OF APPROVAL: j mix Cooy CONOrTio/Jf APo2v1,s%z_" UPDATED m)1 PACne., / z -A --, we ns A006- 1-0-r" r Cony OtJ4y. 1. A. Place a note on a separate document which is to be recorded concurrently with the map or on an additional map sheet which states:,�Pnor to any ground disturbing activity, each lot owner shall obtain the services of a qualified botanist or arborist and select individual -healthy .valley oak trees for retention, with the goal of maintaining the maximum number of healthy trees. Each selected tree shall be surrounded by a circular zone (minimum 40 foot radius) identified by an orange QN � u^ r fence during construction activities. The circular zones around each conserved tree shall be designated as environmentally sensitive areas (ESA's). Roads and buildings shall be prohibited within the ESA's. The designation of ESA's shall be to the satisfaction of the Homeowners Association.'.': B. Subdivision CC&R's shall be written to include measures to protect the 40 foot ESA �Rf around each conserved valley oak tree. Said measures shall be approved by the Planning Division prior to recording CC&Rs and prior to any modification of said revisions in the CC&Rs. The measures shall be made applicable to individual lots of the subdivision during development and occupancy. The Homeowner's Association shall provide oversight in maintaining the ESA's and protecting individual trees from development. When temporary fencing is removed after construction, the ESA shall be maintained by individual property owners. (Mitigation Measure #2). C. Prior to subdivision construction, the applicant shall obtain the services of a qualified botanist or arborist to select individual healthy valley oak trees for retention, adjacent RFs Ox. to proposed improvements. Each selected tree shall be surrounded by a 40 foot radius ESA and shall be identified by an orange fence during construction activities. Vo �/� ''�* o-� No disturbance shall be allowed within the ESA during construction activities. S� a cAy 2. A. In order to protect wetland resources, the area classified as waters of the United `, Opt States by the Wetlands Delineation prepared for Butte Creek Estates Unit 2 shall be Z '° Ppb �n delineated on the final map and labeled as follows: "Wetland Areas that are Jurisdictional waters of the United States, Army Corps. of Engineers permit required nL prior to discharge of dredge or fill material into this area B. In order to protect riparian resources, a no development setback shall be established S�sL-- along the Durham Mutual Irrigation Channel. This setback shall be measured 50 feet on each side of the centerline of the channel. The setback area shall be delineated on the final map or on a on an additional map sheet as follows: "No Development Setback.��No development permitted in order to protect riparian resources." The setback shall not be applicable to that portion of the channel crossed by the proposed 60 foot easement serving the designated remainder. (Mitigation Measure #3) -fit, .Place a note on a separate document which is to be recorded concurrently with the map or on an additional map sheet that states: "During development activities, should any r � � ■ BUTTE COUNTY DEVELOPMENT REVIEW COMMITTEE ■ FEBRUARY 10, 2000 ■ PAGE 5 ■ . archaeological artifacts be discovered, the Planning Division shall be notified immediately, and all work shall cease until a qualified archaeologist has examined the artifacts and the site and submitted his or her findings to the Planning Division, and recommended clearance to continue. Recommencement of construction shall be upon the approval of the Planning Division." (Mitigation Measure #4) �.y ie> '. Place a note on a separate document which is to be recorded concurrently with the map or c5V on an additional map sheet that states: In order to protect development from the effects of expansive soils, which may be present on-site, prior to site development all foundations shall ` be designed by a registered Civil Engineer or licensed architect." (Mitigation Measure #5) a ids ,�n order to reduce development within the floodplain to a level that will conform to General Ian, Land Use Element Policy 5.3d. and.to insure that future development does not occur �►'�1 within this area, which would not conform to Policy 5.3d, Lot #21 shall remain unsubdivided and held in common by the Homeowner's Association, and Lots 1 through 20 shall not be L further subdivided. Place a note on a separate document which is to be recorded concurrently with the map or on an additional map sheet that statim "In order to conform to Butte County General Plan Land Use Element Policy 5.3d, which requires that urban development be directed away from flood -prone areas, Lot #21 within this subdivision shall remain unsubdivided and held in common by the Homeowner's Association, Lots #1 through 20 shall not be further subdivided and no second dwellingst hal11be allowed on Lots #1 through 20."`This note shall also be included in the CC&R's to the satisfaction of the Planning Division. (Mitigation Measure #9) _14�s 6. Place a note on a separate document which is to be recorded concurrently with the map or C)fi on an additional map sheet that states: "All residential development within the subdivision ' -• 10 rshall be required to include vented stemwall construction as a mitigation for the displacement ry of flood waters, and to protect residential construction from hydrostatic flood forces. R Construction shall be required to conform to the Butte County Flood Damage Prevention Ordinance contained within Butte County Code Chapter 26, Article IV. Vented stemwall construction shall be constructed to satisfy.National Flood Insurance Program guidelines and Building Division requirements." (Mitigation Measure #10) 7. To ensure that construction noise does not become a nuisance to neighbors, construction activities associated with subdivision development such as clearing, road building, grading, (!/and infrastructure development shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Enforcement will be through the Planning Division of the Department of Development Services. (Mitigation Measure #11) 8.401ace a note on a separate document which is to be recorded concurrently with the map or j"&�on an additional map sheet stating that: 'A developChapment impact fee for Sheriffs facilities ''1'�shall be paid pursuant to the provisions of ter 3, Article IIof the Butte County Code, o prior to issuance of building permits. The fee amount will be determined and calculated as of the date of application for the building permit." (Mitigation Measure #13) ■ BUTTE COUNTY DEVELOPMENT REVIEW COMMITTEE ■ FEBRUARY 10, 2000 ■ PAGE 6 ■ * 9. Place a note on a separate document which is to be recorded concurrently with the map or on an additional map sheet stating: "A development impact fee for school facilities shall be paid prior to issuance of building permits. The fee amount will be determined and calculated t ,o `� ff' I4as of the date of application for the building permits." 10. A homeowner's association shall be formed to provide oversight and maintenance of private Proads and easements, sewer service, domestic water supply, street lighting and drainage jimprovements. Obtain approval of pertinent sections of Bylaws and CC&R's from the Planning Division. Butte Count, Air Quality Management District 11. A. Measures shall be taken to control fugitive dust emissions from all road, driveway and other civil construction associated with residential development. Measures may include site and road watering and/or use of other acceptable soil palliatives. Questions regarding fugitive dust control may be directed to the Butte County Air Quality Management District at phone number (530) 891-2882. Prior to recordation of the Final Map, submit an improvement plan with respect to fugitive dust and air pollution to the Butte County Air Quality Management District for review and determination of adequacy. Said plan shall include measures to control fugitive dust emissions from all road, driveway and other civil construction associated with residential development, including the construction of dwelling units. Measures determined to be acceptable by the Air Quality Management District shall be �,�vP implemented during all development activities on the sit A co of the approved ansa e o t e u is en pnor to of of the Final Map. �-$- Place a note on a separate document which is to be recorded concurrently with the • c,,u map or on an additional map sheet which states: "Measures shall be taken to control w `f;• fugitive dust emissions from all driveway and other civil construction associated with 1'. dG 4, residential development. Approved dust control measures are found in the fugitive ��Qj' ry�gbdust control .plan for the site approved by the Butte County Air Quality Management ' ;fp District, acopy of which can be obtained from the Butte County Public Works Department." (Mitigation Measure #1) Department of Public Works ? C c. -W5 "12. Prior to, or concurrently with the recordation of the Final Map, provide a fully executed road maintenance agreement on the County approved form. a r� 3. Provide street name signs per requirements of the Department of Public Works prior to recordation of the Final Map. Street names shall be approved by the County Address Coordinator prior to the recordation of the Final Map. A minimum of 5 alternate names for each new street shall be submitted. OK &TLE ; Name s 'I- 2.6- o o Pen. D. 4 . - "n k,- oA:�- ,'�"4 14. The cul-de-sacs shall be designed and constructed to county standards as specified in the \0�ph y'� .o�County Improvement Standards. The Final Map shall show the cul-de-sacs. Q ■ BUTTE COUNTY DEVELOPMENT REVIEW COMMITTEE ■ FEBRUARY 10, 2000 ■ PAGE 7 ■ if 0 ,15 Prior to the recordation of the Final Map, prove, to the satisfaction of the Director of Public ° Works, that there is approved access conforming to County standards to each parcel from a publicly maintained road. 0< t° 16 . All access rights shall be reserved by deed, per County Ordinance, and offered for dedication and depicted on the Final Map. 047 - The developer shall provide all necessary traffic safety signs including stop signs. A note /. shall be placed on a separate document which is to be recorded concurrent) with the ma w r /,,,shall on an additional map sheet of the Final Map stating "The property owners are responsible for the maintenance of all private road safety signs, including stop signs." 18. Pay the recording fees then in effect for.recording the Final Maps and related documents. " 19. Deed to Butte County, in fee sim feet o right-of-way from the centerline of Oroville P,g S� �Q 1P, Chico Highway. The right of ya be fficient for the installation of standard No. S-5 to 00 at all street intersections.10 Yom' jop SEP_ i,l;Zw C0b1Dk <0t4 ?-® ON ?A 6)L-*_ 1Z -A `Yn,+ 9_z1 -•00 20. eonst4uct one half street plus 12 foot section on Oroville Chico Highway to RS -2A road standard with Vertical cui gutter, and sidewalk and 2" AC, and 8" AB, SC 250 prime, fog seal and 95 % relative compacrionGonstruct full street section on interior streets to RS -2B road standard with curb, gutter, and sidewalk an AC,s 1 K" SC 250 prime, fog seal and 95 % relative compaction. Submit design to Land Devent�-:i sion or "R" value determination and other data may be required to support the sectionV� design /< �+n1- 1. Prior to the recordation of the Final Map, obtain an encroachment permit and construct a standard road approach, and left -turn pocket in accordance with County Improvement Standards and California Department of Transportation's standards. Provide adequate sight distance at the intersection of access road and Oroville Chico Highway. Show on the additional map sheet or on a document to be recorded concurrently with the c"� « �'`' as Final Map a 050 foot building setback from the centerline of all interior streets and a 55 foot building setback from the centerline of Oroville Chico Highway. ��_ 23. Prior to the recordation of the Final Map a plan for a permanent solution for drainage shall Z.3 -0/ be submitted to and approved by the Department of Public Works. The drainage plans shall P Pp, specify how drainage waters shall be detained on site and or conveyed to the nearest natural or publicly maintained drainage channel or facility and shall provide that there shall be a 10 percent reduction in the peak flow runoff to said channel or facility. ori � 24. o�F-stablish 100 year floodplain elevations and the lowest floor elevations for any structures. Show on the additional map sheet the elevations (by contours) and the location of an 2 accepted N V161) benchmark and a temporary benchmark on-site. Demonstrate that the l�a� proposed development will not adversely impact the flood plain. D� Show all easements of record on the Final Map. ■ BUTTE COUNTY DEVELOPMENT REVIEW COMMITTEE ■ FEBRUARY 10, 2000 ■ PAGE 8 ■ m ti- 26. Prior to or concurrently with the recordation of the Final Map, pay in full any and all 't-.2.0-- 61 delinquent, current and estimated taxes and assessments as specified in Article 8, of Chapter 4 of Division 2 of Title 7, of the California Government Code commencing with Section 66492. 27. �,Dedicate a one foot "no access strip" or relinquish abutter's rights to Butte County, along the Oroville Chico Highway frontage of parcel #22. CD< fn �.a.,28." Provide a cul-de-sac, constructed to County standards, on the public side of the private access road if the entrance to the subdivision is gated. Gate and related construction for public safety shall be approved by the California Department of Forestry and Department of Public Works. C Cee r ?29.* Street lighting shall be provided in accordance with Butte County requirements, accepted Y design criteria, and recommendations of Pacific Gas & Electric Company. If the developer PAP o chooses to install the streetlights and pay energy costs through a County Service Area (CSA), lie/she must complete the formation of the CSA prior to recordation of the Final Map. The CSA formation process will require the Developer to fund the service until the beginning of the first fiscal year in which service charges can be collected for the CSA, and agree to an annual maximum service charge to ensure continued operation of the facilities. c K 4-23--76/30. The following measures shall be completed to the satisfaction of the Butte County rn 9. Department of Publicor , pnor to anal Map recordm a. `Contribute a $1,200.00, in total, pro -rata share to mitigate the subdivision's impacts NA 0� to the intersection of Oroville Chico Highway and Estates Drive. b. In order to maintain through lane traffic movements along Oroville Chico Highway, construct a left: -hand turn channelization and public road connection at the �� PP intersection of the subdivision's access road and Oroville Chico Highway. (To be (I'1 incorporated into the applicant's plans for reconstruction. of Oroville Chico Highway fronting the subdivision.) C. In order to facilitate and maintain traffic flow and to minimize cumulative impact, widen Oroville Chico Highway from its intersection with Estates Drive easterly to the subdivision's access road with a minimum paved with�of 28 feet. If the widening $_;- 14A is accomplished by shoulder improvements, the structural integrity of the existing road shall be verified to comply with current standards and the full width of the road (28 feet minimum) shall be overlaid with a minimum of 0.15 feet of asphalt concrete with pavement reinforcing fabric. (Mitigation Measure #14) Environmental Health 31. &A. Prior to recording the Final Map construct or bond community sewage collection, treatment and disposal facilities in compliance with California State Regional Water yQuality Control Board (RWQCB), the Butte County Code, California Health and ■ BUTTE COUNTY DEVELOPMENT REVIEW COMMITTEE ■ FEBRUARY 10, 2000 ■ PAGE 9 ■ B. C. Safety Code, California Water Code and other applicable codes and regulations governing the design, construction and operation of the facilities. Prior to improvement plan approval and/or initiating any site improvements provide Waste Discharge Requirements issued by the Regional Water Quality Control Board. Prior to recording the Final Map, provide a satisfactory plan to be reviewed and approved by Butte County Environmental Health, of the sewage disposal facilities as they relate to septic tank health related provision of the Butte County Sewage Disposal Ordinance and the California Health and Safety Code. -jPG-so, V P Ae e— 9S3�s ¢- 'fi++e `IG1~,s, t As part of the planc c process provide written Verification by a California licensed civil engineer that facilities were constructed in accordance with the approved plans. Place a note on a separate document which is to be recorded concurrently with the map or on an additional map sheet that states: All septic tanks shall be located above the 10 -year floodplain.hp'��`� ^mss F. Prior to recording the Final Map provide a Homeowner's Association or other legal entity acceptable to the Regional Water Quality Control Board adequate to insure the operation, maintenance or repair of the sewage collection, treatment and disposal facilities. An entity other than a Homeowner's Association (such as a community services district) approved by the Regional Water Quality Control Board shall, in addition to meeting Regional Board requirements, meet the following: Insure financing of operation, repair and maintenance; 2. Provide qualified individuals and operational procedures for facility operations, repair and maintenance; 3. Provide adequate resources to comply with all monitoring and:other Regional Water Quality Control Board Waste Discharge Requirements; 4. Provide adequate resources for facility inspections and reports; Provide adequate resources and/or mechanism to insure adequate funding of a major sewage treatment and a disposal facility replacement or reconstruction if necessary; Provide a liability risk assessment for review by the County of Butte; 7. Indemnify the County of Butte and Community Services District or other government entity for all claims and liability that may occur relative to the sewage disposal facilities. ■ BUTTE COUNTY DEVELOPMENT REVIEW COMMITTEE a FEBRUARY 10, 2000 ■ PAGE 10 ■ (G. Place a note on the additional map sheet that states "Development of Lots 1 through 20 and Lot #22 will require connection to the community sewer system." H. ' Locate wastewater ponds separate, as required, from areas of residential development. Meet design requirements for control of mosquitos and nuisance insects in the wastewater ponds to the satisfaction of the appropriate Mosquito and 4�1 Vector Control District and the Regional Water Quality Control Board. I. If a Homeowner's Association is formed as a responsible entity for the maintenance and repair of the sewage collection, treatment and sewage disposal system, obtain approval of the By-laws and CC&R.'s by California State Regional Water Quality Control Board and Butte County Environmental Health. Approval shall be obtained prior to recordation of the Final Map. U.- Place a note on the additional map sheet that states "Lot 21 is to be held in common for the benefit of the homeowner's association for the purpose of providing a water system, storm water drainage, and sewage disposal." (Mitigation Measure #6) 32. Provide a note on the final map or additional map sheet that states "Setback areas around wells installed in common area -will be protected from pollution hazards and sources through common area restrictions." 33. Provide a 150 foot community sewage facility setback area around any existing wells either within the property or within 150 feet of the property boundaries. SEe- Alswl C01401rlod 34 on/ fPA6,Ls F -j{ 9-gl-6a MSF• 34. 13riorto-r-eco_ ding the Final Map, construct a new community water supply system for lots #1-20 and Lot 22 iri compli&ancew.1th the California State Safe Drinking Water Act and Butte County Subdivision Standards; or, prio o iecording _e Final Map, provide a letter or other documentation from an existing community water supply systemstating-that the are willing and able to supply domestic water to lots #1-20 and Lot 22. Sic- Naw CZ/v'oI 1,w , 5 TO PAF 9c . I z- C 9 - 2 ► ..a U m (35. �i�ce-a note-on-tk�e-additi_ogal ma sheet that states "Development of lots 1 through 20 and Lot 22 will require connection to apublic wa er Central Valley Regional Water Quality Control Board 36. Prior to construction, obtain a Regional Water Quality Control Board Construction Activity Storm Water Permit for storm water discharges associated with a construction activity where clearing, grading and excavation results in a land disturbance of five or more acres. Storm water discharges from a construction activity that results in a land disturbance of less than five acres, but which is part of a larger common plan of development, also requires a permit. 37. Prior to Final Map recording, submit a Solid Waste Disposal Plan to the Regional Water Quality Control Board which conforms to the regional or county master plan and contains adequate provisions for solid waste disposal for complete build -out of the development. '/ 7,a ■ BUTTE COUNTY DEVELOPMENT REVIEW COMMITTEE ■ FEBRUARY 10, 2000 ■ PAGE 11 ■ 1 38. If improvements such as sewer, or other utility installation require dewatering of any t� P excavation, a general NDPES dewatering permit must be obtained from the Regional Water Quality Control Board. Butte County Fire De artm n — O _ s � 4�`.' a Place a note on a separate document which is to be recorded concurrently with the map or on an additional map sheet that states: "All addresses shall be installed in conformance with Public Resource Code 4290 -Fire Safe Regulations." (Mitigation Measure #7) OVV 40. Fire hydrant identification, reflectors or post reflectors shall be installed to the County Fire Warden's satisfaction, prior to final map recording. (Mitigation Measure #8) 41. ' A pressurized community water system shall be provided.to address the need for water in sufficient amounts -for fire protection within the, subdivision.: The specific locations, and fire..... flow requirements shall be in accordance with the Fire Department specifications and to the satisfaction of the County Fire Warden. Average required hydrant spacing shall be 500 feet, hydrant size shall be 6 inches, and residual fire flow shall be 750 gallons/minute. (Mitigation Measure #12) V. NOTATION A. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. ■ BUTTE COUNTY DEVELOPMENT REVIEW COMMITTEE ■ FEBRUARY 10, 2000 ■ PAGE 12 ■ �J August 17, 2000 Stephen Schuster 3406 Keefer Rd. Chico, CA 95973 - utte Count k. LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 Re: Tentative Subdivision, Fairway Oaks, AP 040-050-054 & 068, File #TSM 99-01 Dear Mr. Schuster: At the regular meeting of the Butte County Board of Supervisors held August 8, 2000, your appeal of Condition 20 for an approved Tentative Subdivision Map creating 20 parcels ranging from %2 to 2/3 acres each from a 76.36 acre parcel was approved and Condition 20 was changed to read as follows: 20. Construct one-half street plus 12 ft. section on Oroville Chico Highway to RS -2A road standard with Vertical curb, gutter, and sidewalk and 2" AC, and 8" AB, SC 250 prime, fog seal and 95 % relative compaction. Construct full street section on interior streets to RS -2B road standard with curb, and gutter, and 2" AC, and 8" AB, SC 250 prime, g seal and 95 % relative compaction, with the following exception: m ° e nvebetween the access Cq�¢ nq_ Mntro�l gate and" mss D Drive will have a 32 ft. road section.. and ®rive will- s " have a 36 ft, road section, with section widths measured face of curb to face of curb, Submit p�s�� design to Land Development Division for approval. "R" value determination and other data `f may be required to support the section design. Should you have any questions regarding this matter, please contact Daniel Breedon at this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Lynn Richardson Administrative Support Service Assistant /lr -PR6,& r z A September 20, 2000 Stephen Schuster 3406 Keefer Road Chico, CA 95973 ,butte C LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 Re: Tentative Subdivision Map, Fairway Oaks, AP 040-050-054 & 068, File #TSM 99-01 Dear Mr. Schuster: At the regular meeting of the Butte County Board of Supervisors held September 12, 2000, your appeal of Conditions 34 and 35 on approved Tentative Subdivision Map creating 20 parcels ranging from 1/2 to 2/3 acres each from a 76.36 acre parcel, were approved and the revised Conditions 34 & 35 are as follows: 34. Prior to recording the Final Map, construct a new community water supply system for Lots #1-20 and Lot 22 in compliance with the California State Safe Drinking Water Act and Butte County Subdivision Standards; or, prior to recording the Final Map, provide a letter or other documentation from an existing community water supply system stating that they are willing and able to supply domestic water to Lots #1-20 and Lot 22; or, if individual wells are constructed in lieu of providing a community water supply, they shall be constructed and located to maximize the provision of safe drinking water, and comply with the following conditions: A. The well site for each parcel shall be shown on the final map or additional map sheet. Well sites shall meet zoning, building, sewage and storm drainage setback requirements. B. Wells shall be constructed and sealed in accordance with the Butte County Well Ordinance, flood plain regulations and to protect against contamination by shallow, perched groundwater. C. Proposed well sites as shown upon the map or on the additional map sheet shall be reviewed by a registered civil engineer or geologist relative to pressure sewer lines, and septic tank locations and a determination made that the well sites and seal depths provide mitigation of impacts related to geology, wastewater transport, and shallow groundwater impacts. ®,�� cam- 35. Place a note on the additional map sheet that states "Development of Lots 1 through 20 and Lot 22 will require connection to a public water supply; or, installation of individual domestic wells." tib �y Should you have any question regarding this matter, please contact Daniel Breedon at this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Si�npcerely, 4J4-� a5 Lynn Richardson Planning/Administrative Support Service Assistant /lr S 7EP11EAI T. 5444ST4Q, AS OWAI6R OF THE LAA/0 5HOWN HER60N ANO M/O ✓AUAFy T/TLE AND E5C,R0N/ C04-7R9AIy45 7-iP457EE OF A- OEEAS OF TRUST 04R .PECOROERS 56,T14C ,V4M,94,g5 ,ZO»• 99425 AND ?CGO-39026 ,OO,HE,PEBy 57AT!5 Th47 /N6'!1/PE. r,%S ONGy PERE0,15 k/11osE COVSEH7 /5 VFC,95S9Rf 772 P45S CCEiyP 7ir[E TO SA/D LAWO AWO,WECONSENT TO TRE PREP.aPAT/o / AN.o RECLaPL.uTiOti/ Cam 711/5 MAP. IVP7/E,9E8y OFFER FOR oE0/64T10N A2W .SEC/F/G �/RPo563 TAE FOLLOW/116: A A /0' 57R/P ALOM; TN@ NOQ7N4?4y 510.-- O OAtWIG CE-CHKO N/6HWAy /N FEE 9/,Wite 70 BUTrV C0UN7y FOR ALL 946"d USES. ,Q, REU,VQO/SHMENT OF 48/17r6R 5 R/eWT OF ACGS,$5 4ZOA16 OAbV14&6-0/1/CO�//6HW,4y FR0N7,96E OF LOT 1'L 70 BU7T6 COUN7y. g, ALL 7,W7 PoR7/0V OF 405 6460$ 47f1VE SY W4/ 45 "P41441C STREE7 - IAI FEE-5/MPLE 7o ASV77F COU417y Aa? ALG PUB4C USES. COT A, AS A Pu6L/C--iE,RV/CE EAS ,,yENT (PSEJ, ANo A /S W/OE PSE 4CON6 ALL STREET A..Fi aES OF AGL Lo75 FO.P EGEC7,Y/GAL, T6LEPNONE, G4BLE 71C-6EVI61OA4 (345, daGg7 g4/o 5Ek5RA6E /RyRPa3E5. $,APSE /W LOTS 17 AA/O /B 45 SHOWAI ON T4115 A29P, 6, A PSE IN LOT 12' AS SHOWA/ off 71115 MAP, 7 r//E F&r4R6 ROAD /A/ LOT 2/ IN FE£ S/MICE 70 67177E GOL/N7y FOR ALL PUAUG 4545. THE FO4L0W/H6 /7SMS ARE ,W-64PNE.O FOR THE BEA/EF/T OF FA/,QW4y OAKS ,NOMEOH/A/ERS ASSaC/AT/CW. A. EASEMENTS /N LOTS g, 9 10, AA/O // FOR STORM A'DPA1&,,464 Ai'/RP0565 A5 SHOWN ON 711,5 AS9P. S. COT A5 45 A CoA%"oH,QREA fW F/R6 PROTECT/q✓ w-=zZ ANO Iw Mp,e" PV,pPo5E5 45 SAM,oN 711/5 ASAP. C. A P5E AA/o ACC6S5 EAScAd •V /N Lor n A5 51VOW4l -/ TH1S MAP• - O. Z07,i AS A L•OMAIOH 4P69 FoR IA164655 A4I0 66AWSS TO THE PAWLIC 57R66 -r PCl?rIOAI OF LOS C.'9B05 2?191V6: AHO FOIV THE PURPOSE OF GoaAS7,pUCT/116, 0,1,909r/A/6 AA1O AyyA/TA/.V/Nb q PR/VATe ROOD ANO ,9PPL/R7EVVXK 6, /R/IK7S -170" L7R4IN r -W41 65, PleII/ArE 5446,11 L/1163 PRIVATE W47xv4NE5, ANO OTHEy9 PRN47E FAC/C/Ties AS ,P64w/fso. E. LOT L, AS A eaAfW a/ AREA X4C Sa"41.6 LV-�,.0S4L AA/,O 57'O,RM ,ORA/.va[;E PUS 383. T116 X417VAE AW,?O 111 LOT Z/ /5 722 BE RESE,QV60 /N DEE05 FOR 771E BSVsc/T OF ThlT 0,9 /C. ED ?&"4 N • `A' is"thl V•P ST6 611 iT SCNUST�R M4 V q Ti Ma nwd 6as,r fi�..r 6y. tnyJ• B++r..., Jam /nsida.aF r AeAwo t/LED&loe N 7- 574 57,4OF C:4QL'1F,.�mRN/A COUNTY OF .,6&,77'4 ON .)nn 10TM 2001 BEFO,pE :�4E �Innliir M.ck+ll i NLtsr P6A'S0A1AL[y APP6gR6D 09tI haal4yn PE,QSONALCy KNOWN To M oR PROVE,O TO M6 ON 7rHE BAS/S OF SAT/SFAGTaRy Ey/041144 TO BE TNE, PER'Sw/ WH056 NAME 5U65GR/.BEO TO 7,21E W17~ /N6rAUM6VT 4170 4CRN0N/4406411 Tp TO ME T//AT }+e EXECUT6O 7X16 SAME / / rt'IS AZTr" /Z6o CAI04elry ,ANO ;A94r R)/ H'1S S1GAlIMIA'E OA/ -V,5 /NSTRL/MENT 71/6 ENS/ry UPoN .BEhL4ICF OF WH/CH fff. IWIVO, EX6CU7'19,0 T-HE/NST,pUM6NT. No7A,9y P4BlJ �+wa►en an.,crwk COUNTY OF 6,440 COMM. gxpl as 10-I I-01 5-1UR!/EyOR S ST.9TENJENT / 00 HL,oEBy 57,47E 711,47 T!//5 MqP OF FA/RWAy OA.NS Stl,BO/V/S/Gu/ C0,7REG7LfI REPRESE.v75 1 sL/RI,L�y A'L9Q£ LTy ME OR UN,01W My 01REC7A-1 /N MAY ZOOOANO /Li 7,fzl-- AN -O GOMPL6TE 45 S4ok1u• THE 1fil,1/414EHT5 W/L L BE OF THE GKQR/pCTER ANO OOCUPy THE POS/7A7N5 /214ki97;np lN/TH/N 90 DAys OF MAP RECoRGIgT/Lu/ AUO W/LC .BE SUFF/C/E.OT TO �L9BLE TH/5 ,y/,pyS}/ 70 AYE RE7,/RA�,N�lEO�. /?/f�d.7l•E ,per `�/py' TESL/E W. CORE, PLS 57/2 RELvsrAD4riLW EXP,,pEs 9•,g0•cg >F 4..sna � 43 COU,V7-y SUAPI/EyORS .STATE•/YJENT 57T69R7 ---ZL, OEP//7y COUNTY SuvVEyOAP, .00 11S 4ay 574re 71147 / /!AVE -XMA/NEo 7H75 APAP OF F41~,y 044,5 SL[40N/S/OA/ AHO F/No 7,447 /T 15 5&,,657,4117-14LLY T,VE SAME A$ /T APPEARED ON 7116 764,7A7'1VE MAP ANO A4/�/APPAi7VE0 A174P47'14rv$ TyER60F. ALL PRBV1$/445 OF THE $IJB,O/V/5/OAJ MAP AG7 AA" !0694 OR,04t64•U46 APDL14,484E AT 7A'6 7'IME OF TF;N7A7/VE MAP APPROVAL NA✓E .644.4 47MP[/6D /,4/1711 ANo / A,NSgT/SF/Ep71147 7,11o55 b• /S TEGyN1ajLZV COR,Q6CT. ,L -16W AA�-ZPA 100/ $TUA,P7 EOELL, RCE 29/?Z 74197E -,-7,y COUNTY -52---,,- f RE6157,7.9r4w ExP. 3.9/• 03 AS-RAlowu-4 4fsrYt/T STATE OF C4AZ1,1QeW1.4 CC7UNTy OF BU77E OL/-1a/19.�dUul ,BEFORE M6 PERScuLgLLf APPg.gREo 57EPHEN T. ,SCRUSEyPA PERSOA/AL j/ 111011,4!1 -70 MG OR PROVED 7V,.t- ON THE 64.9/5 OF $171S -4e74 py EV/ '.'E 70 6E 771E ,2,p5CW WO-"' A14.1IM' /5 $UBS 1AW TO 7X1E W/7NIN /.VST,puR,ENT ANo AGRNOWLac&--o TO Me 7107 bE 4X44&,740 7716 S9M6 141 11/5 AC/7,imR/ZED 44PAeI7Y, AVD 71A47 ,By 1175 514&47-Z11fL O,V T•YE /u57,P4MEA/T THE EAI717-Y UPoA/ Bl --//ALF OF W,y/Gy hiE ,447470, F.-a'ECUTED 7yE /NSTRUMENT NO7%4,�✓Pu Wcy A. PeRiwna� L'OUN7y OF '., 6"IRE5 CLFR/K rX 7XE ,SDA,Po a- SU�ey/SO,PS STATEME.vT / Ab ~,sL V STATE 711q ON ly,,4y ZZ, ZW/ THE BL'M COUNTY BOA,TD OF SOS VI -S a1 '-Ie ALL y APPRO✓ED 711/5 MAP OF MIRWAy [7985 5z4w/V/s,'4%V 6, A�S�� OFF6P6D , /N Tho P57A 0k4V&," r& 7E,V QT W§PE ACGQP7ED ON �,c,W4,- OF 7.116 ENT/7/ES NAMED, ;PW4 4UTU,P,5 Ro90 *'-W D 111 17---,W 7 /5 407 AMEPTE,O AT TH/5 TIME. /76145 4 - E A5 OFFERED 141 7ih4 OW"6.415 5747SA'16V7 kA ,fe AGCEPT60 ON BE,WLf OF FA/RWAy 04A5 gs50C/A7/On/. STEPHEN J 54WSTE,q, 3404 KEEf6,p Va4O 1145 CGWSENTED 70 TH6 6L -41e 1T/oA15 FOR PuLiUC 0565 AS $A/OWAI UPoA/ 71115 A29,- AUD /5 PVT ON NOT/GG 711,07 PY/,f5!/gA/T 70 CV.4f,VA)EV7 GOA? 511-7/4W 640WIS, AW DED/fA7S0 PROR.PTy SHALL 66 Ak;eaUV6yED TO 711E OW41eR OR 5U,LE95oR/N /AyTCpEST, /N TH.- 6v&&r 7116 LOCAL A6&Wy Q47bpy/,V65 T,K4T T1l,& 4wlCAT/ON /5 No 40116411 RcQpwwo FOR MIS PURLIG PURf05Eg /A/7E',v[.h5C. ToHN 5, BC4CKLOCK, B ! CGE,eR L7� 7R6 Bo4,eD aF SUfE.PV/50,75 /PECO1QpE,Q,S STATEMENT f/CED 711/5 /5T a4y OF_ 7UNfa AT Q:0/ q,M. 111 BON /S7 OF MAP5 47PA&.5 4j79T' 94 47 T,NE leAW1E57 of STEP,VEu T• SCf/US72°,7, 59 pi AL aF 1ool- A9i I(p CAA1.044E T 6RUBe5 By C0414/7y RECORDER -'328/ FAIRWAY OAKS SUBD/VS/ON 5174,47E /N PROTECTE..O SECT/ONS /G AHD /7 T OF T//E ESOLIOA/ ,PAA/C7/O ,eC/TTE cLx/tiTy, CAUFo,P.�/iq Fo,Q SCHUSTER CUSTOM HOMES Apo, 040 -050 -OL$ 1gook /s/ R,9 -GL- 93 e o00K /S/ RG 9' 9y A 75' 46AUVF/E4D FREE qA/O A14L9RD04/5 MATER/ACS FREE 6A5EMEA/T ;r///S LAAO /5 /.V FLOOD ZONE AE ,9LCOR.D/A16 7,o Feoao /A/S//RAA/GE RATS Ayr FoR ,avr7a CaA/ry, MAP A10. 0520C 5 WE fe AVTERPoGA rED FROM 4440 MAP. 19OME57/4 WELL LOT / = 195.7 \ 'LoGgrlo.0 W—N SDS se' -"d ' AA/K LOT /3 : /92. 5 50' NO O-vc-eo'MENT 567,ff9CR G/A/E FR[ -.v= SET6•aK /oo' NARtA.¢pO4S MATsaACL Auo _ C6Nl.4F/Gto RE� ;Er6oGf ,OURRA.•+ ML/T!/AL /'�/�riotl CRANw 1 -cc NOTE I 1 1 / a LOT /(o = /93.5 \ rLOr\\ LOA , OI r, O 1 'tor/ LOu/EST FZOOR e46 -V47 -10N$ /'ABOVE /0o YwR FL000 PGA/.1/ -_- J LOT / = 195.7 \ /2 LOT /3 : /92. 5 L07 3 r /90,Q LOT /4 - 192.7 LOT Q = /94.0. LOT /5 = /93. / Z07'5 = /93.4- LOT /(o = /93.5 Lor(o = /93.0 Z07' /7 = /90.0 Lar 7 = /9Z. 5 LOT /,5 = 194•G Lora = 197.0 Lor A? =/95•/ % \ ECFV= 189.59 yot `_ C � OS'LEACYIF/ECO RRE6 A.V0 B \ `-� 9 1 WELL 1 NAZ4P0005 A44r4R/A45 F,R6E '�Coa _YEy 9 / EAsc-NSVT. LOu/EST FZOOR e46 -V47 -10N$ /'ABOVE /0o YwR FL000 PGA/.1/ -_- J LOT / = 195.7 Lor /2= /9z.2 Lor Z = 195.2 LOT /3 : /92. 5 L07 3 r /90,Q LOT /4 - 192.7 LOT Q = /94.0. LOT /5 = /93. / Z07'5 = /93.4- LOT /(o = /93.5 Lor(o = /93.0 Z07' /7 = /90.0 Lar 7 = /9Z. 5 LOT /,5 = 194•G Lora = 197.0 Lor A? =/95•/ GOT 9 = /9Z.0 Z07 20 = /90.0 Lor /0 = /92.2 _ 4o7 2Z = /9i. o f3E/vCNMgRKs 2 °.6U7rE COL/N7y ,3.2455 e* -.4r A/OR711,W--5T CORAAaR OF OROV/LLE - Cy/CO f//GRCNAf1 4P/D6E OV.gR 5U7 -7C: CREEK. ES7AA3L/$REO By FEMy ELEV = POG. 3/ �I/VG VO) RM G4 PER F/,R.M. O(i007C oS2o C . 5P/KE /A/ /Z�OAK TREE N64jP S.E. G'ORA/6,P OF LOT //. 6G6V c 189,69 /!%res I. NO OEVELOPM[:Ar7 PE,PNJ/7T6L7 N//Tf//.V $p OF TRE C4U719R1 /NE OF OURyAM MUTUAL /RR/GAT/O.V CRAN.✓6L To pROTeCT R/PAR/A.✓ RESOURCES. 2. LOT 2I SRAU e&AIA/A/ &AISUBO/V/OEAT /9A110 SHALL Be //ELA7 /AI COMMON Qy FA/RwAy OAks f/OMBOWNG;4"" q-'—'oCX4r10A/ FOR Ty6 F'URP056 OF P/ROV/O/NG A I-VIV2 jP Sy 716,'W, STORM M47TF,P l7RA/VA6E,AN0 SEk/46E 015POSgZ F4C/L171E5. 3, LL`VELOPMENT OF LOTS /- Zo qt/O ?P GV/LL REOUiRE CONNECTION To g COMMUN/Ty SEWER 5y57"Zy ANO /A11r4L4A7'1DA10F /NO/VIOUAL OOMEST/C WELLS, O. DOMESr/C WF ,S SyALt A36 AM/.t//MUM L6� SFE6T FROM LOT $/D6 L/ ES, 51 FEEr len- SEPTIC 7A UK 5, 150'FEE7 FROM 711E COMMUA//Ty 66AV4GE 7;FF9TA0E AREA, AC/O 100'FAFVAf TRE CEA/TERLAVE OF ALG S7REE75 EXZ4Pr T//E WELL ON LOT 7 SHALL BE A 14MIIA/4141 OF SO FEET FROAA THE CE,VTATRL/A/E of C05 CABos PR/vE. 5. WETLAND AREAE THAT ARE .7UR/30/erio.VAc WAra,¢5 of 7NE UV/TED srA1 -13, , ,cmy CO.QPS OF EN6/A/EERS PERM/T REQU/REO PRroR To D/SCIA 6 0.- O,PEDGE O,p F/CL MATER/AG31A/7V 7WIS AREA. AFFECTg DURHAM MUruAL /RR/G47-10A1 CAAA/N6L . (>. BU/GD/.U6 FOU.VDAT/OA/S/FOOT/N63 SNAC[ BE OES/G.VED By,9 Rw&ts;-E,PEO C/V14 ENG/NEE? OR L/CE445E0 ARCH/rECr N ACCORDAA/CE 1V/r11Sa1G5 4A41ZY515 GErTSR FROM APPLIED 7E5TIAIC eCKI30GTA4175 L09TED FEAYRUA/Ry e4, 7001. Ty/s SycET ,S,yows 4001T1oA,q, /.VFOR ;, .1 7RAT 15 RELEVAAlr 70 .:91PWAy OAKS AA/O /5 FOR /NFO,QMAT/Qa/A< Pu,(POS ES, A.IESfyQ/Q/.VG COA/O/r1OA/3 AS OF T/l/E DA r9' 0F'F/L /5 NOT /A/7-EN060 TO AFFECT /PECO/PD T/TGE /,uTB/PES7. /A/FORMAT/o,✓ /N AD01T/OA/ To THAT 5#11W,V O,¢ NOTED yEIF-60 1 /5 ALSO ,gE/NG CLLVCURRENTG j/ RI<CO/PD60 U,VOE,e RECO,pD6R5 SERI,94 NO. Aee,-oo��17 FAIRWAY OAKS SUBDIVISION 3/rUAT6 /A1 PR0'r"7-ED SEDT/O,VS /G .0.110 /7 7-2/N, R2E, MoAf OF TRE E50110A/ RAUCRo .BUTTE eOUNT`); CAL/FO/P.V/fl Fo1P SCHUSTER CUSTOM HOMES 4Pa'040-050• o48 717 FIFTH 57REET ORLAND, CALMORNIA OA TE SCALE SHEET M3Z5I 4,oelz 1 2000 P- 20b' 4 OFQ a661<, /S/ PF}G 9/ SEWA4B TAG9TN6..vT 50\ ARE,7 \ 1 I \ 110, f3E/vCNMgRKs 2 °.6U7rE COL/N7y ,3.2455 e* -.4r A/OR711,W--5T CORAAaR OF OROV/LLE - Cy/CO f//GRCNAf1 4P/D6E OV.gR 5U7 -7C: CREEK. ES7AA3L/$REO By FEMy ELEV = POG. 3/ �I/VG VO) RM G4 PER F/,R.M. O(i007C oS2o C . 5P/KE /A/ /Z�OAK TREE N64jP S.E. G'ORA/6,P OF LOT //. 6G6V c 189,69 /!%res I. NO OEVELOPM[:Ar7 PE,PNJ/7T6L7 N//Tf//.V $p OF TRE C4U719R1 /NE OF OURyAM MUTUAL /RR/GAT/O.V CRAN.✓6L To pROTeCT R/PAR/A.✓ RESOURCES. 2. LOT 2I SRAU e&AIA/A/ &AISUBO/V/OEAT /9A110 SHALL Be //ELA7 /AI COMMON Qy FA/RwAy OAks f/OMBOWNG;4"" q-'—'oCX4r10A/ FOR Ty6 F'URP056 OF P/ROV/O/NG A I-VIV2 jP Sy 716,'W, STORM M47TF,P l7RA/VA6E,AN0 SEk/46E 015POSgZ F4C/L171E5. 3, LL`VELOPMENT OF LOTS /- Zo qt/O ?P GV/LL REOUiRE CONNECTION To g COMMUN/Ty SEWER 5y57"Zy ANO /A11r4L4A7'1DA10F /NO/VIOUAL OOMEST/C WELLS, O. DOMESr/C WF ,S SyALt A36 AM/.t//MUM L6� SFE6T FROM LOT $/D6 L/ ES, 51 FEEr len- SEPTIC 7A UK 5, 150'FEE7 FROM 711E COMMUA//Ty 66AV4GE 7;FF9TA0E AREA, AC/O 100'FAFVAf TRE CEA/TERLAVE OF ALG S7REE75 EXZ4Pr T//E WELL ON LOT 7 SHALL BE A 14MIIA/4141 OF SO FEET FROAA THE CE,VTATRL/A/E of C05 CABos PR/vE. 5. WETLAND AREAE THAT ARE .7UR/30/erio.VAc WAra,¢5 of 7NE UV/TED srA1 -13, , ,cmy CO.QPS OF EN6/A/EERS PERM/T REQU/REO PRroR To D/SCIA 6 0.- O,PEDGE O,p F/CL MATER/AG31A/7V 7WIS AREA. AFFECTg DURHAM MUruAL /RR/G47-10A1 CAAA/N6L . (>. BU/GD/.U6 FOU.VDAT/OA/S/FOOT/N63 SNAC[ BE OES/G.VED By,9 Rw&ts;-E,PEO C/V14 ENG/NEE? OR L/CE445E0 ARCH/rECr N ACCORDAA/CE 1V/r11Sa1G5 4A41ZY515 GErTSR FROM APPLIED 7E5TIAIC eCKI30GTA4175 L09TED FEAYRUA/Ry e4, 7001. Ty/s SycET ,S,yows 4001T1oA,q, /.VFOR ;, .1 7RAT 15 RELEVAAlr 70 .:91PWAy OAKS AA/O /5 FOR /NFO,QMAT/Qa/A< Pu,(POS ES, A.IESfyQ/Q/.VG COA/O/r1OA/3 AS OF T/l/E DA r9' 0F'F/L /5 NOT /A/7-EN060 TO AFFECT /PECO/PD T/TGE /,uTB/PES7. /A/FORMAT/o,✓ /N AD01T/OA/ To THAT 5#11W,V O,¢ NOTED yEIF-60 1 /5 ALSO ,gE/NG CLLVCURRENTG j/ RI<CO/PD60 U,VOE,e RECO,pD6R5 SERI,94 NO. Aee,-oo��17 FAIRWAY OAKS SUBDIVISION 3/rUAT6 /A1 PR0'r"7-ED SEDT/O,VS /G .0.110 /7 7-2/N, R2E, MoAf OF TRE E50110A/ RAUCRo .BUTTE eOUNT`); CAL/FO/P.V/fl Fo1P SCHUSTER CUSTOM HOMES 4Pa'040-050• o48 717 FIFTH 57REET ORLAND, CALMORNIA OA TE SCALE SHEET M3Z5I 4,oelz 1 2000 P- 20b' 4 OFQ a661<, /S/ PF}G 9/ Hu/1's Nor 471 Window S Door Ine. 3140 Thorntree Road Chico, CA 95973 PHONE (530) 345-5266 FAX (530) 345-5267 FAX COVER SHEET DATE: MQy 9, 2003 TIME: NUMBER OF PAGES: (I'"CLUDING THIS PAGE) L TO: ST COMPANY: EVE SCHUSTER �4 Ji► FROM: PATTY GRAY NOTES: HI STEVE, I QUOTED INSULATE WI TWO MILGARD SLIDING PATIO DOORS AND I TRANSOM (INSULATE COULD NOT SUPPLY THE DOOR SIZE) LOEWEN FRENCH OUTSWING DOORS WITH BLACK HARDWARE IN THE VINYL QUOTE I QUOTED SEPARATE WINDOWS FOR THE MITER CORNER WINDOWS IN INSULATE, YOU WOULD HAVE TO FRAME IN SEPARATE, WITH AND ADD FOR METAL MITER GLASS IF YOUR CUSTOMER WANTS THE CORNER MITER LOOK I WILL TAKE YOUR FILE HOME IF YOU HAVE ANY QUESTI ON MY CELL 624-4382 OR AT HOME 865-4270___ ONS PLEASE CALL ME HAVE A NICE WEEKEND!!!!!! TTY GRAY T' P 5001 D Street NW, Auburn, WA 98001 1-800-227-3699 Fax: 1-800-645-6253 QUOTED TO SHIP TO PROJECT STEVE SCHUSTER HULL'S NOR CAL WINDOW DOOR INC. 606 SUNNINGDALE COVE 3408 KEEFER RD 3140 THORNTREE CHICO, CA 95973 CHICO, CA 95973 Project ID: 894-0894 Ship Via: Fax: none Account: STEVE SCHUSTER Side Mark: Contact: STEVE Quoted by: HSeries Type Qty Size Dim c.,, gni , •vnd Finlsn I 1i18SS T 1 700 CR 2 28 x 72 D., • _ __ _ YPe Spacer Type Grid Pattern , Grid T oe �;:� I Ino Descri tion: t p Casement -right hand with LoE Squared /Clear glass. Mulled To: None Notes: *******1 -LEFT AND 1 -RIGHT CASEMENT*******CONFIRM L Series Type Qty Size Dim Fin Wnd Finish I Glass 2 700 CPC 1 72 x 72 R/O 13/8" White I IoE 24 Special Options Side Mark Egress Group p no Description: Casement - Picture - Casement with LoE Squared / Clear glass. Mulled To: None x no Description: Casement -left hand with LoE Squared tem Mulled To: None Notes: "**'*l -LEFT AND 1 -RIGHT******* CONFIRM lear tempered g Page 1 MVV /0 A II I i1•�.r VV%0 .11 1 i*,r I ri 00 ows 5001 D Street NW, Auburn, WA 98001 1-800-227-3699 Fax: 1-800-645-6253 1 172x Mulled To: None Type Qty PW 1 1 72 x Egress no Mulled To: None X 24 24 x VH 24 Te Mark Egress no ement - Pictures _ Mulled To: None Mulled To: /Z x /Z VW 24 Side Mark Egress no Casement - Picture - None red A ih LoE Sq Dim I Fin r Type 606 SUNNINGDALE COVE PO #: TEMP 418961 Page 2 100%-I All 1 4-- rn Grid Type Grid Color Gg;.- 100%-I Standard White 1A All I ;#-- I I I• In ows 5001 D Street NW, Auburn, WA 98001 1-800-227-3699 Fax: 1-800-645-6253 F, laerfea Type Taii Size Dim Fin Wnd Finish Glass Type Spac 8 200 SH 2 36 x 48 R/O 1 3/8" White IoE2 36 x 48 VH Half vent [HISpecial Options Side Mark Egress Group Location one no F -UTILITY Description: Single hung with Lot Squared /Clear glass. Mulled To: None iw .... �.r� arc 1 108 x 48 VW 36 I Special Options Side Mark Egress .I None i no Description: Casement - Picture - Mulled To: None 1 • .... �.r� 3 I /L X 72 IVW 24 i Special Options Side Mark Egres: j None no Description: Casement - Picture - Mulled To: None i 11 700 PW 1 3Ox36 36 Special Options Side Mark Egre iNone no Description: Picture window witt Mulled To: ' None 1 Fin lear r Type X 606 SUNNINGDALE COVE PO #: TEMP 418961 1 Page 3 Ipe Grid Color Grid Lor �I jF fi 606 SUNNINGDALE COVE PO #: TEMP 418961 *no 5001 D Street NW, Aubum, WA 98001 1-800-227-3699 Fax: 1-800-645-6253 Page 4 series Type Dty Size Dim Fin Wnd Finish Glass Type Spacer Type Grid Pattern Grid Type Grid Color Grid Loc 11 1 inn PW 1 30 x 36 R/O 1 3/8" White IoE2 Std None no Mulled To: None K L # Series Type Qty Size Dim I Fin Wnd Finish Glass Type Spacer Type Grid Pattern Grid Type Grid Color Grid Loc 13 700 PW 2 24 x 36 R/O 1 3/8" White IoE2 Std None Mulled To: None LSeries I Type jQty Size Dim Fin Wnd Finish Glass Type Spacer Type Grid Pattern Grid Type Grid Color Grid Loc 14 1 700 1 PW 2 24 6 R/O 1 3/8" White IoE2 Std Nneo Special Options Side Mark Egress Group Location None no C K -MASTER Description.- Picture window with LoE Squared / Clear glass. Mulled To: None kam I GF4 Series Type Qty Size Dim Fin Wnd Finish Glass Type Spacer Type Grid Pattern Grid Type Grid Color Grid Loc 15 700 CC 2 48 x 72 R/O 1 3/8" White I0E2 -St d None VW Half vent ESpecii-10-ptions- Side Mark Egress Group Location None no K -MASTER Description: Double casement with LoE Squared-/ Clear glass.---- Mulled To: None FF -7n,— Special Options Side Mark Egress Group Location None riGCMin+inn• Di..�nm ud..d..... no ...:L. ..0 C r-..-_��., n,___ _,___ K -MASTER Mulled To: None LSeries I Type jQty Size Dim Fin Wnd Finish Glass Type Spacer Type Grid Pattern Grid Type Grid Color Grid Loc 14 1 700 1 PW 2 24 6 R/O 1 3/8" White IoE2 Std Nneo Special Options Side Mark Egress Group Location None no C K -MASTER Description.- Picture window with LoE Squared / Clear glass. Mulled To: None kam I GF4 Series Type Qty Size Dim Fin Wnd Finish Glass Type Spacer Type Grid Pattern Grid Type Grid Color Grid Loc 15 700 CC 2 48 x 72 R/O 1 3/8" White I0E2 -St d None VW Half vent ESpecii-10-ptions- Side Mark Egress Group Location None no K -MASTER Description: Double casement with LoE Squared-/ Clear glass.---- Mulled To: None FF -7n,— lri OGJS J5001 D Street NW, Auburn, WA 98001 1-800-227-3699 Fax: 1-800-645-6253 �. L 606 SUNNINGDALE COVE PO #: TEMP 418961 Page 5 Series Type Qty Size Dim Fin Wnd Finish Glass Type Spacer Type Grid Pattern Grid Type Grid Color Grid Loc 16 700 pW 1 30 x 36 R/O 1 3/8" White IoE2 Std None Special Options Side Mark Egress Group Location IN one no D L -MASTER Description: Picture window with LoE Squared / Clear glass. \ Mulled To: None L 4 S nes Type Qty Size Dim Fin Wnd Finish Glass Type Spacer Type Grid Patt7GridTyperid Color Grid Loc 17 700 PW 1 30 x 36 R/O 13/8-- White IoE2 Std None Special Options Side Mark Egress Group Location None no D L -MASTER Description: Mulled To: Picture window with LoE Squared / Clear glass. None Qty Size Dim Fin Wnd Finish Glass Type Spacer Type Grid Pattern Grid Type Grid Color Grid Loc t70ype CC 1 60 x 72 R/O 1 3/8" White IoE2 Std None Half vent ptions Side Mark Egress Group Location None yes L -MASTER Description: Double casement with LoE Squared / Clear glass. Mulled To: None Series Type Qty Size Dim Fin Wnd Finish Gri Glass Type Spacer Type d Pattern Grid Type Grid Color Grid Loc 119 700 CR 1 24 x 30 R/O 1 3/8" White IoE2 Std None Special Options Side Mark Egress Group Location None no K-M.CLOSET Description: Casement - right hand with Lot Squared / Clear glass. Mulled To: None in OwS 5001 D Street NW, Auburn, WA 98001 1-800-227-3699 Fax: 1-800-645-6253 M 606 SUNNINGDALE COVE PO #: TEMP 418961 Page 6 L Series Type Qty Size Dim Fin Wnd Finish Glass Type Spacer Type Grid Pattem Grid Type Grid Color Grid Loc 20 700 PW 2 48 x 96 FUO1 3/8" White IoE2T Std None Special Options Side Mark Egress Group . Location 'Noneno M -M. BATH Description: Mulled To: Picture window with LoE Squared tempered / Clear tempered glass. None Notes: ---OPTION FOR MITRE CORNER•'••••'SIZE CONFIRM L Series Type Qty Size Dim Fin Wnd Finish Glass Type Spacer Type Grid Pattern L__j Grid Type Grid Color Grid Loc 21 700 PW 1 30 x 30 --RTO---i 3/8" White IoE2T Std None Special Options Side Mark Egress Group Location None no N-M.BATH Description: Picture window with LoE Squared tempered / Clear tempered glass. Mulled To: None - --I w Serie ype Qty T, 22 700 CR 1 Size Dim Fin W Finish Glass Type Spacer Type Grid Pattern 30 x 60 R/O 1 3/8" White I0E2T Std None Grid Type Grid Color Grid Loc Specia�Opfions Egress Group LocationNoneyes N -M. BATH Description: Casement - right hand with LoE Squared tempered ! Clear tempered glass. Mulled To: None Notes: •"••CONFIRM SEPERATE WINDOWS AND SIZE•••" Lb L Series Type Qty 23 700 CL 1 Size Dim Fin Wnd Finish Glass Type Spacer Type Grid Pattern 30 x 30 R/O 1 3/8" White IoE2T StdE None Grid Type Grid Color Grid Loc Special Options None Side Mark Egress Group Location yes L-M.SHOWER Description: Casement -left hand with LoE Squared tempered / Clear tempered glass. Mulled To: None in ows 5001 D Street NW, Auburn, WA 98001 1-800-227-3699 Fax: 1-800-645-6253 Series Type Qty Size Dim Fin Wnd Finish Glass Type Spac 24 1 700 1 CR 1 1 130 x 30 1 R/O 1 1 3/R" I Whifc I i..c'3T Pone I I yes Description: Casement - right ha Mulled To: None IILIH 19 Series ype Qty Size 25 700 PW 1 36 x 30 Egress no Mulled To: None L glass. ite I IoE2 9 None 606 SUNNINGDALE COVE PO #: TEMP 418961 Page 7 - - -- -- ,r� —7 �« Ulm rm was Finish Glass Type Spacer Type Grid Pattern G 26 700 CR 1 30 x 30R!O 1 3/8,, White IoE2 I Std None Group 1.1 .,, I I yes I M BATH Description: Casement - right hand with LoE Squared / Clear glass. Mulled To: None x Group LL 1^""" I I no I E P-STU( Description. Halt Round Picture window with LoE Squared / Clear glass. Mulled To: None None I r , in OWS 5001 D Street NW, Auburn, WA 98001 1-800-227-3699 Fax: 1-800-645-6253 . poo 'LIM Series Type Qty Size Dim Fin Wnd Finish Glass Type Spac 28 700 CC 3 60 x 72 R/O 1 3/8" White IoE2 VW Half vent Special Options Side MarkI Egress Group�H�Location None yes E P -STUDY Description: Double casement with LoE Squared / Clear glass. Mulled To: - None .mics Hype ury bize Dim Fin W 700 CC 1 48 x 72 R/O 1 3/8" VW Half vent Special Options Side Mark Egress Group None no Description: Double casement with LoE Squared / Clear Mulled To: None Glass �bli 2 48 x 72 48x72 VH 18 Options Side Mark Egress no Mulled To: None Notes. is ----OPTION FOR MITRE WINDOW "•"'••. CONFIRM SIZE LA Series Type Qty Size Dim Fin Wnd Finish Glass' 31 1 700 1 PW 1 1 172 x 72 1 Will 11,31011 r-. _ �F­gress Group None no Description: Picture window with Lot Squared / Clear glass. Mulled To: None Notes: *** OPTION FOR MITRE WINDOW "'••"••CONFIRM SIZE n None None 606 SUNNINGDALE COVE PO #: TEMP 418961 ! Page 8 Type Grid Color r 44t n OR 5001 D Street NW, Auburn, WA 98001 1-800-227- - 3699 Fax: 1 800-645-6253 T L Series Type Qty Size Dim Fin Wnd Finish Glass Type Spacer Type 32 700 PW 1 48 x 66 R/O. 1 3/8" White IoE2 Std Special Options Side Mark Egress Group Location Mulled To: None Extended Options: Mulling, Note . FIELD MULLED AND GLAZED L Series Type Qty Size Dim 33 700 PW 1 48 x 66 R/Q Special Options Side Mark Egress Pee Below no Type Mulled To: None AW M1 Extended Options: Mulling, Note FIELD MULLED AND GLAZED T, Series Type Qty Size Dim Fin Wnd Finish Glass Type Spac 34 700 PW 1 48 x 66 R/O 1 3/8" White IoE2 Special OEptions Side Mark Egress Group �LEISLUR�ER ee Below no F Description: Picture window with LoE Squared / Clear glass. Mulled To: None • Extended Options: Mulling, No FIELD MULLED AND GLAZED was L Serie Type Qty Size Dim Fin Wnd Finish Glass Type Spac 35 800 DOOX 1 144 x PDIoE2T ; Special Options Side Mark Egress Group Location ee Below no Description: 26 -LEISURE R( Patio door / 3 lite - right active (stock glass) with OE squared / Clear temper, Mulled To: None Extended Options: Alumscreen, Notes: HEIGHT IS 96" ype I Pattern I Grid None 606 SUNNINGDALE COVE PO #: TEMP 418961 Page 9 u Type Grid Color :ir I y ' in OwS 5001 D Street NW, Auburn, WA 98001 1-800-227-3699 Fax: 1-800-645-6253 14X46 24 x 48 VH Half vent Side Mark Egress no group red / Clear c Mulled To: None t Series Type Qty Size Dim 700 A 2 36 x 24 Special Options Side Mark Egress G Vone no Mulled To: W Mulled To: `'Y glass. None 7 u8 x 48 VW 36 x VH Half Side Mark Egre no Triple single hung v None vvnu rvnisn I uiass Type (Spacer 1 108 X. oNeaai vpuonS Side Mark Egress Group Location ee Below no 16 -BED 2 Description: Patio door / 3 lite - center active (stock glass) with LoE squared / Clear tempered Mulled To: None Extended Options: Alumscreen, Notes: DOOR HEIGHT IS 96" CONFIRM SIZE l W 606 SUNNINGDALE COVE PO #: TEMP 418961 Page 10 FEE I -mGrid Type Grid Color (Grid Loc F f . } t n Otws 5001 D Street NW, Auburn, WA 98001 1-800-227-3699 Fax: 1-800-645-6253 606 SUNNINGDALE COVE PO #: TEMP 418961 Page 12 L Series I Type jQtY Size Dim Fin Wind Finish Glass Type Spacer Type Grid Pattern Grid Type Grid Color Grid Loc 44 700 1 CC 2 48 x 60 VW Half vent R/O 1 3/8" White IoE2 Std None ESpecial Options Side Mark Egress Group Location None no T -BED Description: Mulled To: Double casement with LoE Squared / Clear glass. None Quote Notes: Net Total: Freight Charge: $0.00 Other: $0,00 Tax: 6 Grand Total,% Insulate reserves the right to change prices and specifications at any time without notice C��f i wee ��uei/�.�yLe, ��105 - va�o� � ✓� c.Q� �quotemaster gM.T.1 z Created : gUS2.7.1 Created By: Customer Fnformation Account #. 000015 Customer: STEVE SCH.USTER Address: SPYGLASS City/State: CHICO, 'Contact: STEVE SCHUSTER Phone. 894-0894 Fax: Email: I/S Sales Rep: PATTY GRAY Project Comments : Loewen Windows Item: OOC1 Comments: Exterior View Frame = 108 3/8" (w) x 941/2" (h) RO = 109 3/16" (w) x 95 9/32" (h) Cubic Feet = 58.529999 1112 11 ILI / LLI COMPOSITE: 6.9/16" Jamb, Item: 0001 Sub -Unit 1 Comments: Frame Size = 72"w x 941/2^ h Loewen windows. Box 2260 Steinbach, MB Canada ROA 2AO Medium Quote fnfomnation Project #: 000197 Tag Name: 000:197 P.O. #: Ship Via: Ship To: City,State,Zip:, Shipping Terms: Payment Terms: O/S Sales Rep: To Furnish The Products Below - Errors and Omissions Location_ guest: suite Qty-. .1 Specifications Combination Unit :standard FD21824 LAR - standard TDi 0924 F Osm : 2753 X 2400 Jamb: 6 9/16" (166) Interior: p SHOP MULL. standard FD21824 LAR (1829 x 2400) Aluminum Clad Exterior (WMC) Interior: Clear Wood Interior Panel: Vertical Grain Fir '9rf1ck1 o1Lft:.Kane Jamb: 6 9/16" (166) (Full Surround Jamb (FJB)) Glazing: Clear Heat Smart Plus System 1 (HPI) Tempered Glass f3ionze AnodizedAturrftm Sflf(BR) Standard Sill (Not Applicable) Door Swing (From Exterior View) : (OS/LAR) (Moran - Black Handle Ext./Black Handle Int.) (BLK-MANH) Black Khges (BBLH) Manual Multi -Point Locking Hardware c/w Ball Bearing Hinge (MANN BLK) Af4min m Bar 1/2" (12mm) (AIMS) Flange (IDH) (WMC HP1 ) -staAdard.FD2 1824 LAR Heet.Srnarf.Rtus.Syste.1. Wbile leW Clad.€xterioR Internal Proiect ic7 000015 rage: 1 Of 6 Add for Full Surround 6 9/16" Jamb Keyed Alike (2) FD2-1824 Add for Vertical Grain Fir Interior (2) FD2-1824 Outswing (2) FD2-1824 Manual MultWoint Locking Hardware (2) FD2-1824 Meran - Black Handle cJw (4) Black Ball Bearing Hinges Comments: Frame Size = 36 3/8" w x 94 1/2" h standard TD1 0924 F (924 x 2400) ATuniinum Clad Exterior (WMC) Interior: Clear Wood Interior Panel: Vertical Grain Fir Brick Mould: None :iamb . 6 Sf16` ('f66) (Full Surround Jamb (FJB)) Glazing: Clear Heat Smart Plus System 1 (HPI) Tempered Glass Bronze Anodized Aluminum Sill (BR) `Standard`Siff (Not Applicable) Door Swing (From Exterior View) : (OS/F) (Not Applicable Ext./Not Applicable Int.) (Not Applicable -Not Applicable) `No t rnges Required (Not ARplitabr Kat APpffcabfe) Aluminum Bar 1/2" (12mm) (AMS) Flange (IDH) (WMC HPI ) standard TDI 0924 F Heat Smart Plus System. i„ White Metal Clad Exterior Add for Full Surround 6 9/16" Jamb (1) TD1-0924 Add for Vertical Grain Fir Interior (1) T01 -0924 Outswing I` `0002. guest suite q Exterior View Frame = 33 3/4" (w) x 94 1/2" (h) RO =B4 17/32" (w) x 95 3132" (h) Cubic Feet= 17.69 i Specifications standardTD10824 R '(857 x 2400) Aluminum Clad Exterior (WMC) Interior: Clear Wood Interior Panel: Vertical Grain Fir Brick Mould.: None. Jamb: 6 9/16" (166) (Full Surround: Jamb (FJB)) Glazing. Clear Heat Smart Plus System: t (HP1) Tempered Glass Bronze Anodized Aluminum: Sill (BR). Standard Sill (Not Applicable) Door Swing (From Exterior View) : (OS/R) (iVferan-'Stack 'ffandfe'Ext' /Bfack Handle fnt:) (BL-K-MANff) Black Hinges (BBLH) Manual Multi -Point Locking Hardware c/vir Ball Bearing Hinge (MANN BLK) Aluminum Bal -1/2' (f2mm) (AM`S) Flange (IDH) (WMC HPI ) for Full Surround 6 9/16" Jamb Key.ed Atka. (1) TDI -0824 Add for Vertical Grain Fir Interior (1) TD1-0824 Outswing (1) TDI -0824 Manual Multi -Point Locking Hardware (1) TDI -0824 Meran - Black Handle cfw (4) Black Ball Bearing Hinges '0002a dinfng Exterior View Specifications Frame = 108 318" (w) x 94 ill" (Ti) Combination Unft :standard FD2 1824U4R - standardTD1 0924 RO = 109 3/16" (w) x 95 9/32" (h) F Cubic Feet = 58.529999 Osm : 2753 X 2400 Jamb: 6 9/1.6" (166). Interior:. O: SHOP MULL. ` 2 t*OMPOSfTE:6` M' Jamb Comments: Frame Size = 72" w x 94 1/2"h standard FD2 1824'LAR (1829 x 2400) Aluminum Clad Exterior (WMC) Interior: Clear Wood Interior Panel: Vertical Grain Fir Bnck°NFoufd- iYorte Jamb: 6 9/16" (166) (Full Surround Jamb (FJB)) Glazing: Clear Heat Smart Plus System 1 (HPI) Tempered Glass -Bronze Anodized Aluminum Sff tBR) Standard Sill (Not Applicable) Door Swing (From Exterior View) : (OS/LAR) (Meran- Black Handle Ext./Black Handle Int.) (BLK-MANH) Bfack fiinges '(BIRR) Manual Multi -Point Locking Hardware c/w Ball Bearing Hinge (MANN BLK) Aluminum Barf/2' f2mm) (AMS) Flange (IDH) (WMC HP1 ) standard FD21824 LAR Heat Smart Plus System 1., White Metal Clad Exterior Add for Full Surround 6 9/16" Jamb Keyed Alike (�), FD2-1824 Add for Vertical. Grain Fir interior (2) FD2-1824 Outswing (2) FD2-1824 Manual Multi -Point Locking Hardware (2) FD2-1824 Meran - Black Handle cJw (4) Black Ball Bearing Hinges asap Comments: Frame Size = 36 3/8" w x 941/2" h standard TD1 0924 F (924 x 2400) Aluminum Clad Exterior (WMIC) Interior : Clear Wood Interior Panel: Vertical Grain Fir Brick Mould: None Jamb fi 9ff6" (f66) (Full Surround Jamb (FJB)) Glazing: Clear Heat Smart Plus System 1 (HP1) Tempered Glass Bronze Anodized Aluminum Sill (BR) `Standard`Sidi (Mat Applicable) Door Swing (From Exterior View) : (OS/F) (Not Applicable Ext./Not Applicable Int.) (Not Applicable -Not Applicable) No H"rrtges'Required(Nfot Applicabre'Nfot Applicable) Aluminum Bar 1/2" (12mm) (AMS) Flange (IDH) (WMC. HP1 ) standard. TDt 0924 F Heat Smart Plus System t, White Metal Clad Exterior Add for Full Surround 6 9/16" Jamb (1) TDI -0924 Add for Vertical Grain Fir Interior (1) TD1-0924 Outswing 00026 master'bed T Exterior View Frame = 60 3/16" (w) x 94 112" (h) RO = 60 31/32" (w) x 95 3/32" (h) Cubic Feet= 31.61 Specifications standard FD2 1524 LAR (1529 x 2400) Aluminum Clad Exterior (WMC) Interior: Clear Wood Interior Panel: Vertical Grain Fir Brick Mould : None Jamb: 6.9/1.6" (1:66). (Full Surround Jamb (FJB)) Glazing:.Clear Heat Smart Plus:System 1 (HP1.) Tempered Glass Bronze Anodized Aluminum Sill (1311): Standard Sill (Not Applicable) Door Swing (From Exterior View) : (OS/LAR) (Meran -`Bra& fandre Ext./Black Handle frrF.) (BLK''MiANR) Black Hinges (BBLH) Manual Multi -Point Locking Hardware ctw Ball Bearing Hinge (MANH BLK) Aluminum Barf/2'*(f2mm) (AMS) . Flange (IDH) (WMC HPI ) standard FD21.524 LAIR Heat Smart Plus System 1, White Metal Clad Exterior Add for Full Surround 6 9/16" Jamb Keyed Alike (2): FD24524 Add for Vertical Grain Fir Interior (2) FD2-1524 Outswing (2) FD2-1524 Manual Multi -Point Locking Hardware (2) FD2-1524 Meran - Black Handle clw (4) Black Ball Bearing Hinges Exterior View Frame = 36 3B" (w) x 941/2" (h) RO = 37 5/32" (w) x 95 3/32" (h) Cubic Feet - 19.08 m.bath Specifications standard TDI 0924L (924 x 2400) Aluminum Clad Exterior (WMC) Interior: Clear Wood Interior Panel: Vertical Grain Fir Brick Mould: None. Jamb 6 9/1.6" (1.66): (Full Surround: Jamb (FJB)) Glazing. -'Clear Heat Smart Plus: System 1 (HP1.) Tempered Glass Bronze Anodized Aluminum Sill (BR): Standard Sill (Not Applicable) Door Swing (From Exterior View) : (OS/L) Meran -Black Handle Exf:/Bfadc f Fardle frrt:) (BLK-11 ANK) Black Hinges (BBLH) Manual Multi -Point Locking Hardware c/w Ball Bearing Hinge (MANH BLK) Afurninum'Bar'f/7`(T2mm)'(AMS) Flange (IDH) (WMC HPI ) standard TDI 0924. L Heat Smart Plus System 1.,: White Metal Clad Exterior Add for Full Surround 6 9/16" Jamb Keyed Alike 0.). T.D1-0924 Add for. Vertical Grain Fir Interior (1) TD1-0924 Outswing (1) TDI -0924 Manual Multi -Point Locking Hardware (1) TDI -0924 Meran - Black Handle c/w (4) Black Ball Bearing Hinges 0002e `bed 3' Exterior View Frame = 33 3/4" (w) x 941/2" (h) RO = 34 17/32" (w) x 95 3/32" (h) Cubic Feet= .17.69 Specifications standardTDI 0824L (857 x 2400) Aluminum Clad Exterior (WMC) Interior: Clear Wood Interior Panel: Vertical Grain Fir Brick. Mould: None. Jamb: 6 9/16" (1:66) (Full Surround. Jamb (FJB)) Glazing: Clear Heat Smart Plus System 1 (HP1). Tempered Glass. Bronze Anodized: Aluminum Sill (BR) Standard Silt (Not Applicable) Door Swing (From Exterior View) : (OS/L) (Meran - Black 'Hanft Ext./Black Handle frrt.) (BC1C MANN) Black Hinges (BBLH) Manual Multi -Point Locking Hardware cfw Ball.Bearing Hinge (MANH BLK) Aluminum Bar T/2" (T2mm)'(AMS) Flange (IDH) (WMC HPI ) standard TD1 0824 L Heat Smart Plus System 1, White Metal Clad Exterior Add for Full Surround 6 9/16" Jamb Tot -0824 Add for Vertical. Grain Fir interior T01-0824 Outswing 11((1111) TDI -0824 Manual Mufti -Point Locking Hardware OVYT-01-08WMem -BkFck+hwfdfecJWM*-Bta&BWf,Baaft+ftrKies Total Cubic Feet on: this order 'SUBMITTED BY: ACCEPTED BY:, DATE:. This quote is valid for 30 days. 203.13 Sub Total $ .0.00. 0.00 Totat Tax $ 0.00' 1TAL (US! $ 11 February 26, 2004 VerticalTechnology Engineering M3 Rio LX& Aye #2M, dim, CA 99M, PK (X)MM7% Rc(9o)899-11M Dept of Development Services, Building Division 7 County Center Drive Oroville, CA 95965 RE: Shelton Residence (APN 040-670-005) To Whom it May Concern: 63. F I have reviewed the soils investigation indicating mildly expansive soils at the proposed building location (Expansion index = 25). While minor cracking may occur due to settlement over time, this is expected in any foundation system and will not be a cause for structural failure. The proposed foundations as designed are structurally adaquate provided the bottom of each footing is at least 18" into native soils and the soils are pre -saturated for 24 hours prior to pouring concrete. Sincerely, Mik H ley S.E. Y F i +v t y �.� National Pollutant Discharge Elimination System ( PDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the BestManagement Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BN s will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BNVIPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BNIPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N. 0.1.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan er AAAA. Fecch Verticaffechnology Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@sbcglobal.net Structural Calculations Client: Steve Schuster, Schuster Homes Project: -'j � /y,/0U Location: Fairway Oaks -Butte Creek Country Club, Chico, CA 03ECOUNTY BUTT BUILDING DIVISION APPROVED,-- 4- Attention: PPROVE®4- Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, -the latest edition of the Uniform Building Code, and local building department standards. L VERTECH ENGINEERING PROJECT: 7/21/03 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. . C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18 -I -A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 1) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. + VERTECH ENGINEERING PROJECT: s t' 7/21/03 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2"X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED 1 JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B=1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B:) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" VERTECH ENGINEERING PROJECT: t ` 7/21/03 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, 11, 111, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT 15C_ S ll/� ST�1�..C_ ENGINEER AJ - DESIGN OF (o - c) r(Do -� D L VERTECH ENGINEERING 1 oo Ll: 2OFs-,F !:ps oot LL LFC hs U PAGE I77 T DATE o +i 14 -K�y 2,- Or,ic 5 inn► s C/ 2 P r-d.uCi �7 i' C-) +0 (os wvc�� ► +-Gk- i2 � 1 dei smi`yr.MCLS coo P 51 50o I b _ 0'2n8 f oo r- -Is s 21 �- So I h C � P � X-00 P � vda 11- (21 of74 I o f-] (� S s -IDS ho 5- 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV 111) Project: Schuster ' Date: 7/2/2003 Comments: Wind Speed: 75 mph Exposure: B ❑ One Story or Partially Endosed Multi-StoryStructure Primary Frame Method A Windward Wall Importance: Elevation 15 7.2 1 Elevation 20 7.8 Elevation 25 8.3 Leeward Wall -4.5 -4.8 -5.2 Roof Leeward or Flat Roof -6.3 -6.8 -7.3 Windward Roof Slope <2:12 -6.3 -6.8 -7.3 2:12 to <9:12 -8.1 2.7 -8.7 2.9 -9.4 3.1 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge -6.3 -6.8 -7.3 Method B On Vertical Projected Area Structure <= 40' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -6.3 -6.8 -7.3 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16.7 Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12 -15.2 -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 >712 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7. Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 . -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 -24..0 2:12 to 7:12 -23.3 -25.2 -27.1 >712 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 1997 UBC Static Seismic Forces VerTech Engineering Project: Schuster Date: Comments: VEQ = Units: Zone = 3 ROOF Soil type = I Sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R. hn = 25 HEIGHT TO ROOF) Ct = 1 =.020 FOR ALL OTHERS 1w TA = Ct(hn)°" Max TB = 1.47A VEQ = (Cv*I*W)/(R*T) Ft = 0.07*T*V (If T<.7, Ft=O) T=1 0.224 1 0.224 EQ: CVI/RT.= 0.4391 0.4383 V/W: VEQ = 140.7 140 V: Ft = 0.00 MIN V MAX V USE .11 *Ca*I 2.5*Ca*I/R 52.4 0.0396 0.1636 12.7 52.4 7/2/2003 Kips & Feet (UNO) 1.0 LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ E VEQ MOT Diaphragm ROOF 12 25 95.5 2388 23.6 24 283 24 10th 0 13 0 0 0.0 24 283 0 9th 0 13 0 0 0.0 24 283 0 8th 0 13 0 0 0.0 24 283 0 7th 0 13 0 0 0.0 24 283 0 6th 0 13 0 0 0.0 24 283 0 5th 0 13 0 0 0.0 24 283 0 4th 0 13 0 0 0.0 24 283 0 3rd 0 13 0 0 0.0 24 283 0 2nd 13. 13 224.925 2924 28.8 52 964 40 1 st 0 0 0 0 0.0 52 964 0 I JGV.-fzU 1 00 IL . I , PROJECT SC�1� S+C,(' V RTE EN IN q E CH G EERING a ` f ENGINEER / \� DESIGN OF Locr a` L► n C L a oo -1" Di 2 PAGE DATE 4 koz-) PROJECT S6)VERTECH ENGINEERING i > ENGINEER AJ DESIGN OF l_ ol-cko QzVE�c3 PAGE DATE O 3� -20251 --� P 131.8 . - CI C� ..' ► O ( 13 . S -- 2 1'(00 b I O) 12 . 2 OI (o 11� P P (20'/�'� 553516 - C 14,� 10') (�2 . � Ps --L7-I �- - <<. ► 1 �� i 2 . Co s -- P 2 COl Co I h 10' )(1-2,(o 5�7 � X2(00 1 b P ps� _20Ib 47� 1-2 QD s� 2CDIb 3� C22'�.I�')C►2.�ps�') --� .4�-1.216 P 1.0201 P Co 1 - C 14,� 10') (�2 . � Ps --L7-I (o 1 - 06�.• 10' )(1-2,(o 5�7 � X2(00 1 b PROJECT SC.hl�i PAGE /� {' VERTECH ENGINEERING NE f ENGIER f""\J DATE DESIGN OF L cA-Ve(ck ` L oo d Cit \/ rnq c �- �, E Q ) Off' 2 3 Co00 I e� 1 I b 23 (0001 f I . fg-�0 �' 2- 2?) 1(0(001 G: 2 C6. F so t �:-p 2 � b 1 .4 X42 CH PROJECT 5s .Y1l.IS� 1' f, -,'ENGINEER AJ VERTECH ENGINEERING DESIGN OF Lo,+cro I Looj, Dtvc,I o PAGE v DATE 03 -�50 C; q I t.4 2 21 L -D 4 - g2O-�+2 I,4 (10(_00�42 I. 210c)ib PROJECT ��(X1U�� PAGE / T VERTECH ENGINEERING -7 ;., `ENGINEER AS DATE 7 DESIGN OF Lo►-�c o � Loo d Dc,,\/e.10pyy-en - (F Q SCn vt �5� / PROJECT 1_ VERTTECH ENGINEERING PAGE 'ENGINEER AJ DATE 7/0 DESIGN OF L�—�! SLccrnt�ry A r Z 2025. 3�i IS �1� i 21.x....:.. I Co 41 Cp 2 OID CoCoO `�-`� Co �. 22�� ► 2Q1 �- v�/ 5535 5�8� w 45Co O `aOzF� 2 O I Coc 3 i L✓\% vv H 22 w 1 4320 SO S w LS 4, 1 252.0 X322 S 2 22 Gb 1 s 3 4-q 12- ; 2109 3-7 O 25cj 3CoCos 201 (0 I Sri- Vel. 2GO ►5 VerTech Engineering Project: Sc to u S+C r Engineer: AT Desiqn of: Shear Walls Framina Page: Date: Panel Shear Walls Resistive . A35 Sill Lateral Wall Attachment Attachment Load Length Length Length , Load/ft Edge Nail WallObs) u Lft-I Cin A, R 5961 19.5 19.5 19.5 306 4" A,1 8208 18 18 18 4§1 3" B,R 3236 7 7 7 462 3" B,1 4896 7 7 7 699 4/4 C 2293 4 4 4 573 2" D 5535 25 25 25 221 6" E 4860 20 20 20 243 6" F 2016 9.75 9.75 9.75 207. 6" G. 3780 12-7z- 12 '12 315 4" H 2268 - 6.5 6.5 6.5 349 4" 1,R+1,1 9379 9 19 19 494 2" 2 2991 9 ✓ 9. 9 332 4" 3 4712 9.5 9.5 9.5 496 2" 4 3780 8 8 8 473 3" 5 425 10.5 10.5 10.5 406 3" 6 20 6 6 6 6 336 4" 10 7 1 64 8.5 8.5 8.5; 208 6" 8 1573 5.25 5.25 5.25 300 4" 0 N p tA�%IS . 70 7,(7) -707,Yi:2 fs) = �z ao !y VerTech Engineering Project: ���„�, S-}�,� Page: Engineer: Date: Design of : Shear Walls Stability Overturning Overall Resistive Gravity OT OT Righting Net Length Length Load Height Moment Moment M/D Wall (ft) (ft) (Ib/ft) (ft) ., (ft -IM (ft-Ihl f[M A,R 20 20 150 10 59610 28518.75 1741 A,1 18 18 300 10 82080 48600 2130 B, R 4 4 300 10 16180 1837.5 4150 _ B,1 4 4 550 15 36720 3368.75 9625 C 2 2 550 9 10318.5. 1100 4791 D 25 25 550 11.25 62268.8 171875 -2116 E 14 14 150 16.75 54948.4 13668.75 3159 F 10 10 250 10, 20160 11882.81 1251 G 12 12 350 10 37800 25200 1743 H 7 7 250 10 22680 2945 1, R+ 1,1 ' 12 275 12 71082.9 _5281.25 19800 4439 2 9 9 250 10 29910 10125 2311 3 5 5 575 .10 24800 7187.5 3997 4 8 8 150 15 56700 4800 6686 5 11 11 500 11.25 47913.8 27562.5 2804 6 3 3 275 10 10080 1237.5 3084 7 9 9 300 11.25 19845 10837.5 1480- 8 5 5 300 10 15730 4134.375 2287 bloA &)( pos-r P"5- Design of : Shear Walls Stability Segment Segment OT Righting Net Length Height MMT MMT M/D Wall (ft) (ft) (ft -lb) (ft -Ib) (lb) A,R 0 0 0 0 A,1 0 0 0 0 B,R 0 0 0 0 B,1 0 0 0 0 C 0 0 0 0 D 0 0 0 0 E 6.5 12 18954' 3169 2477 F 0 0 0 0 G 0. 0 0 0 H 0 0 0 0 1, R+ 1,1 3 10 14809 1238 4565 2 0 0 0 0 3 4.5 10 22320 5822 4093 4 0 0 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 o 0 .8 0 0 0 0 J5 V" 5 PROJECT Sc-k-4 S-I-Cr VERTECH ENGINEERING PAGE ..ENUINEER AT DATE DESIGN OF Lcrl--cx o U f-oq s PR04ECT S CY).A s cr VERTECH ENGINEERING PAGE / �dENGINEER ^j—DATE O DESIGN OF ice, ie Q c�rac, S fes_ b,75 47 o dc-,,v--) 9+ -, p 1 . I e,�r c�.-1 -I-� 8f-0 cue. �LiniJ IOGcr \0 � C,�q I d� 1cncj �V) PROJECT Scl-,-aVERTECH ENGINEERING tNGINEER AT DESIGN OF ap a23 Roo F PI -Alt -4 PAGE DATE t t1 PROJECT S C -k l/t SSC ENGINEER AT DESIGN OF (-i c ra,i VERTECH ENGINEERING PAGE 0 DATE PROJECT sc kuskc ENGINEER AJ DESIGN OF Cl ft VERTECH ENGINEERING PAGE 2-o DATE C bcoyy-\ s A. V = I X14 I b L\/ L _ - Gari -o. I-4 ►P 5u (-4 L = 2 P' 2 _ .,._ VHtPS = C2) 223 ►b = 452(o: 1 A. plEFEEFFEFEJ1 11.-3-5 1-0 PSF M= 27,4 -00.4 -Ib V= 2I9 Ib ET= 238 x106 16 Co L o �r 14- L L PROJECT Scha sz,� VERTECH ENGINEERING ENGINEER AS DESIGN OF Grote k ( b PAGE `! DATE ' M = G-481 Z01416. �Z� 220x 10� Ib -►n2 . 12 Tr; b = -4-1/2 cooP 3 -45 F4-11 _ 12°)2. Ib Wiz= I(.Oq x10 X o oF# N L. _ Z'�� l�- b - ,4-21 r6?f M = 330+ - ► b -,;3. inn E.T=:4XIO ib -16 _ �T - 2n4x A C-) (o PROJECT SC-VAUS r PAGE VERTECH ENGINEERING T ENGINEER /'CEJ DATE O DESIGN OF rGt�/ i barn 8►3 i - ►gid e,� L = i 2 ' Te4�bs M -_ ► 2 � ► Co �-- I b lb C 5Se x IO 16-�n 1 1L L 1314 - N4c-(adc,.<- L = 2,,+ � --rte b = 12 goo M _ .41 331 -F4-1b Co �)Bc� lb I Co L L_ S - 1-lcad c L_ = 13 Go (O3 �Go Co 16 EZ - 284 x 10 16-Ir) PROJECT Sc Int �/ERTECH ENGINEERING PAGE Z3 ' I ' ENGINEER NT DATE T 0� DESIGN OF C n Floor suypor �- L L 344 �P+ - i 1-, 12)22-+'l INIA. qc) + Ib-in2 S 1/4 x t( L C L 2-4'1-2�PjF (p �O ISes� cam' ► q- PS PROJECT PAGE VERTECH ENGINEERING ENGINEER AJ DATE DESIGN OF Gv-a►v► f --d t L =12 V2 > Tr 6 = S N1 _ -4 Co -4 2 -r+ -1 16 ... _ Co........... / _. 620 Ve,cl COL LL� Lo -i " 54 -3( -o -P+ -►b E. I= 2 2 2 x� O (4P1 b 3 /2 4'/-4- L u 2105 1� ET-=. 22� x ICD(O `/2 x q/4 L.\/ L PROJECT Sc. iu)b(- ENGINEER A DESIGN OF C ro VERTECH ENGINEERING i i- -,j ( be_om s PAGE DATE O PROJECT �S Chu5_ VERTECH ENGINEERING PAGE�2 C� 'ENGINEER AJ DATE -f 0 DESIGN OF Gtc, W i I P--)2 Co - Pu r I i n Su P9ac L 2 2 E� = 2521 x�C ►-%gin . x. 514 x ! co P O 11� x10 L\/ L _ eD b '� I= ib I --I e o, C�(­ L = 4 �11 -N/e2e> = Cv_T® 16 l l (DI L� l 4' Co �c ► C� D F I 2��2ps� Beam Sizer .Design Program VerTech Engineering Project: Schuster Date: 7/18/2003 Location: B1 ❑ valley Beam Slope of roof 7 :12 Select Beam Width 3.5 in Dead Load 27.5 psf ❑ Round Member Live LoadMicrolam 16 psf ❑� Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 2588 psi Length of Beam 11 ft Fv' 285 psi Width tributary to beam: 6 ft Unbraced Length 2 ft Height Required 6.8 in CD 1.00 CF 1.00 A Req'd 8 in^2 CM 1.00 Cv 1.00 S Req'd 20 in13 Ct 1.00 Cfu 1.00 1 Req'd 90 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 30460 le= 4.1 RB= 5.2 Fb*= 2600 Total Uniform Load 287 plf Mmax 4341 ft -Ib Vmax 1579 Ib ❑ Shear at d from face? EI Req'd 172 *10^6 #-in^2 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3- 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960. 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154. 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 . 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 12-s Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity Obs) .. le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 . 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 -10 0.69 694 20989 .28621 36253 43886 11 .0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 " 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 f zF Project: SC 'V -'V Skx- Engineer: AT Design of: Floor Framing Floor Loads DL= 15 psf LL= 40 psf VerTech Engineering Page: Date: Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under'interior shear walls. Floor Joists: I Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Lumber (SS) Sawn lumber joists shall be sized per UBC Table 23 -IV -J=1 using E < 1.6. 30. VerTech Engineering Project: Page: Engineer: Date: Design of: Roof Framing Roof Loads DL= 28 psf LL= 20 psf Reducible to 16psf where slope > 4:12 Roof plywood: 1/2" APA rated Exterior (32/16) plywood or OSB. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable ends, drags (attached to straps), blocking and all supported edges. Roof framing: 31 Cut and stacked roof systems shall be built to the conventional framing requirements of the Uniform Building Code (UBC 2320-12). Purlins, braces, intermetiate supports, and connections shall be provided by the contractor which are capable of transmitting all gravity and wind loads to the foundation. The following additional limitations shall apply: 1. Rafter Maximum Spans a. 2X10 DF -L #2 at 24" o.c 15'-0" b. 2X12 DF -L #2 at 24" o.c 18'-3" 2. Minimum Purlin Size = Size of supported rafter 3. Brace and Spacing = 2X6 at 4'-0" O.C. 4. Max 2X6 ceiling joist span = 14'-6" VerTech Engineering Project: !�)t,tS-iIC__,i Engineer: AT esign of: Foundations Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) . 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Cap (Plf) Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12. 2500 (4) #4 cont. 4 Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 T-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 15 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Page: Date: Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. 3z RESPONSE TO PLAN CHECK Project: Shelton Residence Pasa Tiempo Chico, CA APN: 040-670-005 Building Permit Number: 03-2404 Structural Plan Check Comments: QYSee attached calculations. 2Y See attached calculations and revised beam on plan sheet A-6. ZSee typical detail 10/SD1 for header and trimmers. See attached calculations and 2nd floor gravity map. ee typical detail 6/SDI. ",Se Pe revised plan sheet A-12. e revised plan sheet A-6. ee attached calculation. 9 ee revised plan sheet A-4. 1See revised plan sheet A-4. 14T�See revised plan sheet A-4. 122�5ee revised plan sheet A-4 for added 36" SQ x 12" spread ftg. 13;rSee plan sheet A-4 for ftgs adjacent to garage man door and for added ftg at wall intersection across from man door. W See attached calculation and revised plan sheet A-4. IirSee revised plan sheet A-4. Q /I B/o4 .' T"lr7LF , ��. Y n Project: Engineer: Design of: Roof Frami VerTech Engineering Roof Loads DL= 28 psf LL= 20 psf Reducible to 16psf where slope > 4:12 Page: Date: Roof plywood: 1/2" APA rated Exterior (32/16) plywood or OSB. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable ends, drags (attached to straps), blocking and all supported edges. Roof framing: Cut and stacked roof systems shall be built to the conventional framing requirements of the Uniform Building Code (UBC 2320-12). Purlins, braces, intermetiate supports, and connections shall be provided by the contractor which are capable of transmitting all gravity and wind loads to the foundation. The following additional limitations shall apply: 1. Rafter Maximum Spans a. 2X10 DF -L #2 at 24" ox 15'-0" b. 2X12 DF -L #2 at 24" ox 18'-3" 2. Minimum Purlin Size = Size of supported rafter 3. Brace and Spacing = 2X6 at 4'-0" O.C. 4. Max 2X6 ceiling joist span = 14'-6" (ZSPotiSF TO T—'TE/\ I, Beam Sizer Design Program VerTech Engineering Project: Schuster Location: 2X10 Rafter Span Slope of roof Dead Load 7 :12 Live Load 1.5 in TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.25 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 6914 le= RB= 10.1 Fb*= Total Uniform Load 7 in^2 Mmax S Req'd Vmax 1.00 EI Req'd 98 in^4 Date: 7/18/2003 z ❑ Valley Beam 7 :12 Select Beam Width 1.5 in 19.5 psf ❑ Round Member 16 psf DF -L #2 Dimensional ❑ Horiz. Member 240 360 Fb' 1405 psi 15 ft Fv' 119 psi 2 f 1 ft Height Required 9.2 in 1.10 A Req'd 7 in^2 1.00 S Req'd 19 in^3 1.00 1 Req'd 98 in^4 1.15 Controlling Design Deflection 1.00 2.1 1423 77 plf 2170 ft -Ib 579 Ib ❑ Shear at d from face? 157 *10^6 #-in^2 z 2 E s f��15 ►_` -ro �-r-�r�2 � 1 Beam Sizer Design Program VerTech Engineering Project: Schuster Date: 7/18/2003 Location: 2X12 Rafter Span ❑ Valley Beam Slope of roof 7 :12 Select Beam Width 1.5 in Dead Load 19.5 psf El Member Live Load 16 psf DF -L #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1275 psi Length of Beam 18.25 ft Fv' 119 psi Width tributary to beam: 2 ft Unbraced Length 1 ft Height Required 11.2 in CD 1.25 CF 1.00 A Req'd 9 in^2 CM 1.00 Cv 1.00 S Req'd 30 in^3 Ct 1.00 Cfu 1.00 1 Req'd 177 in^4 Cf 1.00 Cr 1.15 Controlling Design Deflection CH 1.00 Cc 1.00 CL 0.99 Fbe= 5683 le= 2.1 RB= 11.1 Fb*= 1294 Total Uniform Load 77 plf Mmax 3212 ft -Ib Vmax 704 Ib ❑ Shear at d from face? EI Req'd 283 *10^6 #-in^2 M �.ES Ohl S � TC3 7Grt"E M '- Beam Sizer Design Program VerTech Engineering Project: Schuster Date: 7/18/2003 Location: 2X6 Ceiling Joist Span ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 8 psf ❑ Round Member Live Load L #2 Dimensional 10 psf DF-ensona ❑ Horiz. Member TL/LL Defl. Criteria (l../) 240 360 Fb' 1235 psi Length of Beam 14.5 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 5.5 in CD 1.00 CF 1.20 A Req'd 3 in"2 CM 1.00 Cv 1.00 S Req'd 6 in^3 Ct 1.00 Cfu 1.00 I Req'd 21 in^4 Cf 1.00 Cr 1.15 Controlling Design Deflection CH 1.00 Cc 1.00 CL 0.99 Fbe= 11648 le= 2.1 RB= 7.8 Fb*= 1242 Total Uniform Load 24 plf Mmax 629 ft -Ib Vmax 174 Ib ❑ Shear at d from face? EI Req'd 33 *10^6 #-in^2 M JECT DCA--)USTC ENGINEER DESIGN OF VERTECH ENGINEERING r_ PAGE -✓^ DATE , `►� Res DCV-, +70 T ,r,r, 2 H end -Z4- L 3 � 1 c� 9-� • S =� 5 b p� f x� 2 0�0 1' boo 0� 42654 1b Cyt x 12 24F-\)4 G L.5 Z3 w' 00 < 240 Beam Design Program VerTech Engineering Project: Schuster Response to Plan Check Date: 1/20/04 Location: Response to Item 2 XP P Wt Wu (psf) 27.5 16 Wt (psf) Wu —;f --R7 Lmaln .Lcant LMAIN 3 ft ❑ Apply Special Seismic Load Cases? Max DL RLL Wu (psf) 27.5 16 Wt (psf) 0 0 P (lb) 8554 4159 AX PE 2 ft Section Loc 1.5 ft Beam E 2250000 psi Beam 1 738 in^4 Seg Loc Stp 1 ft Size IT Step 0.5 in Deflection Live Load Total Load Limit (U) 360 240 Unbr. Len 2 ft Beam Width 5.125 in Beam Height 12 in 24F -V4 Glu -Lam CD 1.25 CM 1.00 Ct 1.00 CL 1.00 CF 1.00 Cv 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 LCANTILEVER ' Max 0 ft ❑ Graph Values? [] Beam Shear at d from face? FLL SL EQ WL 0 0 0 0 0 0 0 0 0 0 0 0 Active Section Location LL Defl (in) 0.00 Envelope Max Min M (ft-lbf) 7159 4312 V (Ibf) 4238 2566 Defl (in) 0.00 -0.01 R1 (Ibf) 5307 3183 R2 (lbf) 9545 5749 Cant' Defl (in) 0.00 0.00 LL Defl (in) 0.00 Envelope Notes: None Fb Fv 112 psi Fv' 238 psi LL Defl 0.00 in Allowable 0.10 in Max M (ft-lbf) 9188 V (lbf) 4594 Defl (in) 0.00 LL Defl (in) '0.00 Notes: None Fb Fv 112 psi Fv' 238 psi LL Defl 0.00 in Allowable 0.10 in 896 psi Fb' 2989 psi TL Defl 0.01 in Allowable 0.15 in Min 0 0 -0.01 0.00 r ❑✓ Include Self Weight? Trib Width 16 ft 0 ft 12-7/3 Check Beam Size Beam ��,PF.fJJ,CT SCI,u S4CI 'ENGINEER AT DESIGN OF Rem s pan VERTECH ENGINEERING PAGE DATE 1104 1� SCS OCQ3 Cal G S see a e s po n Se. +0 Z 4C A N 2 /� VER�TECH ENGINEERING PAGE ENGINEER AJ DATE IL64 DESIGN OF Qts I - a I coon % G r cl GC' 3q UU I b E. --z - � 12 (10,0 16-�r2 SZ 7 galcon G�rdcr, 1_.= 1S . %�, �ICc�n 210c + ► � �T= 13-4 x 10 ° -ice Q 5 - C --OI cony Toys+ 6al corn y M 2400 -V-} -16 r: -:T--= 1 OCOYlO(o lb -dna 2 x 12 DF#2 6 m -:5-Toq- -H- -1 b 1 = 15000' Ib- in.2 3'/a x i I '/4 LV i- , PP,OJECT Scku-s-I- c VERTECH ENGINEERING PAGE ENGINEER AJ DATE 1 O4 nccif%-Ki AC P 10„,;a1� 48(,O -1 - 16 Co' �I oor zl(o11� �z X -4'4 . LV L. G 11 V -d ,-r L n- was �o� FI= ► xlol° '�'�� < I Co L V L t= -I C a.: � �.� L = 4 IOcov �/ ► Ca Ib _ (o EHEI I 14” - LV �- ,,A,PPyOJECT SCk)LA S+Q,C ENGINEER J VERTECH ENGINEERING PAGE IO DATE S c-, I`PROJECT 5C.V-)V-.tS-iC:.r- VERTECH ENGINEERING PAGE I I ENGINEER AJ DATE o4 DESIGN OF Res on -� 1 F" Tri b = 1<10. oor M = 4�2�- -�� ►I� -ttCo z= 35�2 l l IZ Beam Sizer Design Program VerTech Engineering Project: Schuster Response to Plan Check Date: 1/21/2004 Location: B1 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 15sf p ❑ Round Member Live Load 60 psf Microlam I _ ❑ Horiz. Member TULL Defl. Criteria (L) 240 360 Fb' 2580 psi Length of Beam 13 ft Fv' 285 psi Width tributary to beam: 8 ft Unbraced Length 2 ft Height Required 10.9 in CD 1.00 CF 1.00 A Req'd 21 in^2 CM 1.00 Cv 1.00 S Req'd 59 in"3 Ct 1.00 Cfu 1.00 1 Req'd 312 in^4 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CI- 0.99 Fbe= 18969 le= 4.1 RB= 6.6 Fb*= 2600 Total Uniform Load 600 plf Mmax 12675 ft -Ib Vmax 3900 Ib ❑ Shear at d from face? El Req'd 712 *10^6 #-in^2 4 Beam Sizer Design Program VerTech Engineering, Project: Schuster Response to Plan Check Date: 1/21/2004 Location: B2 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CID 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 32879 RB= 5.0 Total Uniform Load Mmax Vmax EI Req'd 0 :12 15 psf 60 psf 240 360 15 ft 1 f 2 f 1.00 1.00 1.00 1.00 1.00 ❑ Valley Beam Select Beam Width 3.5 in Microlam ❑ Round Member Q Horiz. Member Fb' 2589 psi Fv' 285 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 4.1 Fb*= 2600 75 plf 2109 ft -Ib 563 Ib EIShear at d from face? 137 *10^6 #-in^2 6.3 in 3 in^2 10 in"3 60 in^4 LL Deflection 13 Beam Sizer Design Program VerTech Engineering Project: Schuster Response to Plan Check Date: 1/21/2004 Location: B3 Slope of roof Dead Load 0 :12 Live Load Width 1.5 in TULL Defl. Criteria (Ln Length of Beam 60 sf p Width tributary to beam: Unbraced Length 240 360 CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 6015 RB= 10.8 Total Uniform Load 1.00 Mmax 86 in^4 Vmax Controlling Design EI Req'd 1.00 le= 2.1 Fb*= 1035 75 plf 2400 ft -Ib 600 Ib ❑ Shear at d from face? 166 *10^6 #-in^2 14 ❑ Valley Beam 0 :12 Select Beam Width 1.5 in 15 psf El Round Member 60 sf p Dimensional � ❑✓ Horiz. Member 240 360 Fb' 1024 psi 16 ft Fv' 95 psi 1 f 1 ft Height Required 10.6 in 1.00 A Req'd 9 in^2 1.00 S Req'd 28 in^3 1.00 1 Req'd 86 in^4 1.15 Controlling Design Bending 1.00 le= 2.1 Fb*= 1035 75 plf 2400 ft -Ib 600 Ib ❑ Shear at d from face? 166 *10^6 #-in^2 14 Beam Sizer Design Program VerTech Engineering Project: Schuster Response to Plan Check Date: 1/21/2004 Location: B5 Slope of roof Dead Load Live Load TULL Defl. Criteria (L) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 31365 R6= 5.2 Total Uniform Load Mmax Vmax EI Req'd 1.00 le= 4.1 Fb*= 2600 480 plf 4860 ft -Ib 2160 Ib ❑ Shear at d from face? 157 *10^6 #-in^2 is ❑ Valley Beam 0 :12 Select Beam Width 3.5 in 240 psf El Round Member 240 psf Microlam I I I I ❑� Horiz. Member 240 360 Fb' 2588 psi 9 ft Fv' 285 psi 1 f 2 ft Height Required 6.6 in 1.00 A Req'd 11 in^2 1.00 S Req'd 23 in^3 1.00 1 Req'd 83 in^4 1.00 Controlling Design Deflection 1.00 le= 4.1 Fb*= 2600 480 plf 4860 ft -Ib 2160 Ib ❑ Shear at d from face? 157 *10^6 #-in^2 is Beam Sizer Design Program VerTech Engineering Project: Schuster Response to Plan Check Date: 1/21/2004 Location: 66 It ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 5.25 in Dead Load 460 psf ❑ Round Member Live LoadMicrolam 368 psf � Horiz. Member TULL Defl. Criteria (L) 240 360 Fb' 2494 psi Length of Beam 18 ft Fv' 285 psi Width tributary to beam: 1 ft Unbraced Length 2 ft Height Required 13.8 in CD 1.00 CF 0.98 A Req'd 39 in^2 CM 1.00 Cv 0.96 S Req'd 161 in^3 Ct 1.00 Cfu 1.00 1 Req'd 1144 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 33679 le= 4.1 RB= 5.0 Fb*= 2560 Total Uniform Load .828 plf Mmax 33534 ft -Ib Vmax 7452 Ib ❑ Shear at d from face? EI Req'd 2173 *10^6 #-in^2 It Beam Sizer Design Program VerTech Engineering Project: Schuster Response to Plan Check Date: 1/21/2004 Location: B7 Slope of roof Dead Load 0 :12 Live Load Width 3.5 in TULL Defl. Criteria (U) Length of Beam ❑ Round Member Width tributary to beam: Unbraced Length ❑� Horiz. Member CID 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 53311 RB= 4.0 Total Uniform Load 9 in^3 Mmax 1 Req'd Vmax 1.00 EI Req'd Bending 1.00 le= 4.1 Fb*= 2600 943 plf 1886 ft -Ib 1886 Ib ❑ Shear at d from face? 27 *10^6 #-in^2 ❑ Valley Beam 0 :12 Select Beam Width 3.5 in 523 psf_ ❑ Round Member 420 psf Microlam ❑� Horiz. Member 240 360 Fb' 2593 psi 4 ft Fv' 285 psi 1 f 2 ft Height Required 3.9 in 1.00 A Req'd 10 in^2 1.00 S Req'd 9 in^3 1.00 1 Req'd 14 in^4 1.00 Controlling Design Bending 1.00 le= 4.1 Fb*= 2600 943 plf 1886 ft -Ib 1886 Ib ❑ Shear at d from face? 27 *10^6 #-in^2 Beam Design Program VerTech Engineering Project: Schuster Response to Plan Check Date: 1/21/04 Location: 138 Xp 4 ft Beam E 1900000 psi � P 1195 in^4 Seg Loc Stp 1 ft i W[ 0.5 in Deflection 47- 41 Wu 7 Lmain Lcant 11 Ry R2 -4- LMAIN 8 ft ❑ Apply Special Seismic Load Cases? DL RLL Wu (psf) 15 0 Wt (psf) 0 0 P (lb) 943 0 at Xp= 4 ft Section Loc 4 ft Beam E 1900000 psi Beam 1 1195 in^4 Seg Loc Stp 1 ft Size IT Step 0.5 in Deflection Live Load Total Load Limit (U) 360 240 Unbr. Len 2 ft Beam Width 3.5 in Beam Height 16 in Microlam CD 1.00 CM 1.00 Ct 1.00 CL 0.99 CF 0.96 Cv 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 Fb 360 psi FU 2471 psi TL Defl 0.02 in Allowable 0.40 in LCANTILEVER Max 0 ft ❑ Graph Values? ❑ Beam Shear at d from face? FLL SL Ems( WL 40 0 0 0 0 0 0 0 943 0 0 0 Active Section Location LL Defl (in) -0.01 Envelope Max Min M (ft-lbf) 4482 1953 V (Ibf) 943 424 Defl (in) -0.01 -0.02 R1 (Ibf) 1298 552 R2 (lbf) 1298 552 Cant' Defl (in) 0.00 0.00 LL Defl (in) -0.01 Envelope Notes: None Fv Max Min M (ft-Ibf) 4482 0 V (Ibf) 1298 -1298 Defl (in) 0.00 -0.02 LL Defl (in) 0.00 -0.01 Notes: None Fv 35 psi Fv' 285 psi LL Defl 0.01 in Allowable 0.27 in 21 Include Self Weight? Trib Width 1.33 ft 0 ft Check Beam Size Beam Wo Beam Sizer Design Program VerTech Engineering Project: Schuster Response to Plan Check Date: 1/21/2004 Location: B9 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.98 Fbe= 9201 RB= 9.5 Total Uniform Load Mmax Vmax EI Req'd 0 :12 15 psf 60 psf 240 360 13.5 ft 1.33 ft 1 f 1.00 1.00 1.00 1.00 1.00 ❑ Valley Beam Select Beam Width 1.5 in Microlam ❑ Round Member ❑ Horiz. Member Fb' 2551 psi Fv' 285 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 2.1 Fb*= 2600 100 plf 2272 ft -lb 673 Ib ❑ Shear at d from face? 133 *10116 #-in^2 8.2 in 4 in^2 11 in^3 58 in^4 LL Deflection US Beam Sizer Design Program VerTech Engineering Project: Schuster Response to Plan Check Date: 1/21/2004 Location: B10 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (LJ) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CI- 1.00 Fbe= 34124 RB= 4.9 Total Uniform Load Mmax Vmax EI Req'd 0 :12 15 psf 60 psf 240 360 11.5 ft 6.75 ft 1.33 ft 1.00 1.00 1.00 1.00 1.00 ❑ Valley Beam Select Beam Width 3.5 in Microlam ❑ Round Member Q Horiz. Member Fb' 2589 psi Fv' 285 psi Height Required. A Req'd S Req'd I Req'd Controlling Design le= 2.7 Fb*= 2600 506 plf 8369 ft -Ib 2911 Ib ❑ Shear at d from face? 416 *10^6 #-in^2 9.1 in 15 in^2 39 in^3 182 in^4 LL Deflection 20 Beam Design Program VerTech Engineering Project: Schuster Response to Plan Check Date: 1/21/04 Location: B11 XP 6.5 ft Beam E 1900000 psi P 1195 in^4 Seg Loc Stp 1 ft i Wt Wu Lma1n Lcant R1 R2 �- LMAIN 13 ft ❑ Apply Special Seismic Load Cases? DL RLL Wu (psf l 15 0 Wt (psf) 0 0 P (lb) 1456 0 at x = 8 ft Section Loc 6.5 ft Beam E 1900000 psi Beam 1 1195 in^4 Seg Loc Stp 1 ft Size IT Step 0.5 in Deflection Live Load Total Load Limit (U) 360 240 Unbr. Len 2 ft Beam Width 3.5 in Beam Height 16 in Microlam CD 1.00 CM 1.00 Ct 1.00 CL 0.99 CF 0.96 CV 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 Fb 900 psi FU 2471 psi TL Defl 0.13 in Allowable 0.65 in LCANTILEVER Max 0 ft ❑ Graph Values? ❑ Beam Shear at d from face? FLL SL EQ WL 40 0 0 0 0 0 0 0 1456 0 0 0 Active Section Location LL Defl (in) -0.07 Envelope Max Min M (ft-lbf l 9642 4071 V (lbf l 1120 504 Defl (in) -0.05 -0.13 R1 (Ibf) 1847 749 R2 (lbf) 2519 1051 Cant' Defl (in) 0.00 0.00 LL Defl (in) -0.07 Envelope Notes: None Fv Max Min M (ft-lbf) 11196 0 V (lbf) 1847 -2519 Defl (in) 0.00 -0.13 LL Defl (in) 0.00 -0.07 Notes: None Fv 67 psi FV 285 psi LL Defl 0.07 in Allowable 0.43 in 0 Include Self Weight? Trib Width 1.75 ft 0 ft Check Beam Size Beam 2I Beam Sizer Design Program VerTech Engineering Project: Schuster Response to Plan Check Date: 1/21/2004 Location: B12 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.97 Fbe= 6613 RB= 11.2 Total Uniform Load Mmax Vmax EI Req'd 0 :12 15 psf 40 psf 240 360 21.5 ft 1.33 ft 1 f 1.00 1.00 1.00 1.00 1.00 ❑ Valley Beam Select Beam Width 1.5 in Microlam ElRound Member ❑✓ Horiz. Member Fb' 2522 psi Fv' 285 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 2.1 Fb*= 2600 73 plf 4227 ft -Ib 786 Ib ❑ Shear at d from face? 357 *10^6 #-in^2 11.5 in 4 in^2 20 in^3 172 in^4 LL Deflection 2P MEMBER SIZE HANGER TYPE 2X4 W24 2X6 LB26 t 2X10 LB21O DBL 2X10 HUS210-27 4X10 HUS410-V 6X10 WNP610 GLU-LAM HWU Til ITT NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED 2. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. TYPICAL METAL HANGERS NO SCALE W304 23 �PFI.WE.CT VERTECH ENGINEERING ENGINEER DESIGN OF el -7 l2C)A G. 110 17 bS lb e) PAGE Z4 DATE Tr -i-6 -5 L -Fri 1, 4-1 3 -.-Sl (o �5,2)o) I b El=. 3S41 ,/ 10(,o lb—iy-) L\/ L I-eale = 3 ' b = �o r�c� t -+ 12- 4 13 S(o I b I S/+ x S '/a LN/ L RE 5 POQ s E 1-0 1 y -sem Beam Sizer Design Program VerTech Engineering Project: Schuster Response to Plan Check Date: 1/21/2004 Location: B16 Slope of roof Dead Load 0 :12 Live Load 5.25 in TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CI- 1.00 Fbe= 102051 le= RB= 2.9 Fb*= Total Uniform Load 7 in^2 Mmax S Req'd Vmax 1.00 EI Req'd 41 in^4 0 ❑ Valley Beam 0 :12 Select Beam Width 5.25 in 234 psf❑ Round Member 105 psf Microlam Horiz. Member 240 360 Fb' 2597 psi 8 ft Fv' 285 psi 1ft 2 ft Height Required 4.5 i67� 1.00 A Req'd 7 in^2 1.00 S Req'd 13 in^3 1.00 1 Req'd 41 in^4 1.00 Controlling Design Deflection 1.00 4.1 2600 339 plf 2712 ft -Ib 1356 Ib ❑ Shear at d from face? 78 *10"6 #-in^2 0 RESpoN SE -ro ► -"Ewk 14 Beam Sizer Design Program VerTech Engineering . Project: Schuster Response to Plan Check Date: 1/21/2004 Location: 6X10 DF#1 First. Floor Girder E 2 Co ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 5.5 in Dead Load 15 psf ❑ Round Member Live Load 40 psf DFL #1 ❑✓ Horiz. Member TULL Defl. Criteria (L) 240 360 Fb' 1349 psi Length of Beam 6.75 ft Fv' 85 psi Width tributary to beam: 16 ft Unbraced Length 1.33 ft Height Required 9.5 in 0 CD 1.00 CF 1.00 A Req'd 52'1,in^2 CM 1.00 CV 1.00 S Req'd 45 in^3 Ct 1.00 Cfu 1.00 1 Req'd 76 in^4 Cf 1.00 Cr 1.00 Controlling Design Shear CH 1.00 Cc 1.00 CL 1.00 Fbe= 67663 le= 2.7 RB= 3.2 Fb*= 1350 Total Uniform Load 880 plf Mmax 5012 ft -Ib Vmax 2970 Ib ❑ Shear at d from face? EI Req'd 133 *10"6 #-in^2 E 2 Co Ylool ff=,,CIL4ex-M P.O. Boz 156 vwxMima, CaliloraiM 9094.3 ca3o� ass-sass-o�ii� cS30� 624-7284- �1e11 �c�isscfyk: s33994 Environmental Health AUG 3 1 2004 Chico, CA APPROVED 0 19 20 30 - _4* _50 GRAPHIC SCALE ORIGINAL SCALE: i zo' zo' Assessor's Parcel Number: Size (Acres) Owner Name / Address / Phone No. TDO Stitt yUW 345-5588 -Sig-979r Site Location /8 /S CUI CD Zoning 13iLL /.3,�WMGeneral Plan Phone Contact: Name ��. $�f9'-8951.� � b�.�•Gya7 DUP./Al F1 A594 CIAS 5 SpA 16 y OTUts I AFA D /A" "IS C By ores ) I've 17 beer %1AED PJ 0 L 1 144-1 �O V) Cl ic! t TY 11AP Dtl.lLN M CNlco cyto Nwy EsTrsrrFs sKyw oy L o77,P,A 4crt1� C��►p Ce. C. HWY 9q ELLIS A&E SUPPLIES 111 f I 3� a f 3' teonr�ALK -vcal orpcgs) X TNS "eA 15 F, D POW rkk ..� -?'fir' APPROVED Butte County Enviro I H allth Signature environmental Health Aub 3 1 2004 Chico, ICA SCA L E YZ 4 1#od -. 31 I L I L711 a� oyo-6�a-oas - ubmi.4 � 04 -NPxtGN oul &m l boL WALL �� HausE Float PJ.YIAl�OD � Foul ,fR GUvFL M V BAtK61.z. Jr' HOQ1ZONfi� w "0 cgrl �1 Oxy L6xu VATED I A_ / \ L&5 f1t4l1 GI'ZAW 'l5' &Afj)u G PLA71t/C FOOL GENERAL ECIFICATIONS SIZE % ♦'X3Jr ,AREA 42JCI DEPTH 3TOS SHAPE S OZ4 WAW LINER [A NrT POOLCAPACITY P/,60-12 GALS. PUMP lgA10 y MOTOR H.P. On1F I H.P. FILTER JIVOY 3440 SO. FT. VACUUM LINE i SKIMMER " RETURN LINE ,Z K 172-- MAIN 7 Z --MAIN DRAIN SKIMMER MODEL • "S BACKWASH LINE jfa' OF W FILL LINE ANTI SIPHON VALVE G� HEATER 0 SIZE STU GASLINE BY: VENTED BY: LIGHT S#1Al CLOCK 7 `. ELECTRIC BY: L' 4A At ELECTRICAL BONDING BY:?bal Co. POOL CLEANER 4264c/lefl CHLORINATOR lAf4lAfe BOARD -_SIZE BOARD SUPPORTS LADDER - MODEL Water SLIDE N Cd r_ Nt�Ncup GRADING STUB PLUMS If YES O NO DECK SY: U/ KA10W Al NOTES SCALE IM" _ VW' 9" 1r. NATE Ciro BY. NATE If NOT TO SCALE EEP D SHALLOW END UNLESS OTHERWISE SPECIFIED: FOOL IS _ SHALLOW TO _ DEEP 1 HAVE RECEIVED A COPY OF THIS PLAN AND HERESY APPROVE POOL AND EQUIPMENT LOCATION CUSTOMER'S SIGNATURE DATE 3080 Thorntree Drive, Suite 25 Chico, CA 95973 (530) 899-8988 License #833994 V) '-4" 14'-8" I 3'-6" ( T -O" f 3'-6" 9 3'-4" I th'-O" I 5'-2" f 3'-0" 3'-9" I V-4" I 3'- " 4' Frtvaq Wal( Gal. 0 6 L I Gone.. c A/G A/G AIC, 0 ^/G o u - i I • gad y� 10 lir-2" 619• 1 r = d 6 I _' . Q� ; rn ( Ii zmy �, I r 4� to 16" lre� .'.vlvmn 1J,L �21-0�'o THESE FLANS HAVE BEEN AREW ONLY FOR � ATTACH DNCE STRUCTURAL, �9 ��`� 2�4 F lea. C 60337 EV. 6130104 1 UIVI�•,��t• Ck`v, yJ~ z % c;�rY� oz 57`GCJi&< x�<•xrzo� �?KS FXs z pF�r��=•- ;JG 5�3 Washer Dryer , Batt, Insu11 _F T Ut 11 t r---, ooktop W/ I o -Z - I ► i Hood q'-2" LFQO Q ..' b N {B O �F , j I • 18"x Z4" Cr wl i t _ -. ry . N •-. I `r rJ QSPQCG ACC O — 14 J = av I _ _ — — — — __ ►o ovens I I I PREFAQ. 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