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041-650-020
SITE PLAN REVIEW APPLICATION Date: 10 O 2. AP# 1 - (�S 8 0 `Zd Permit Number (if applicable) ®2— 2C)L 8 APPLICANT INFORMATION Parcel Size: 'Lc) A e -- Owners Name: Owners Address: PO r3c� X 2'19 P A fLA 17. 1 5 6, CA q S L (o 1 Telephone No.: 07 — (2) 8 c) ip Situs Address: - CH ;2k 5 T-r1j L, , Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ 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) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: D 57 5 C_ Index Date: 6-- 8 -- g ❑ 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 Seciion 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 ------------------------------------------------------------------------------------------------------M�M_. ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: P 0 Applicable Build etbacks: ❑ Setbacks drawn on site Plan:. ❑ CDF approval needed for encroachments into SRA setbacks. Zoning Code Stree & Highways' Fire Prevention Subdivision'Map Front Side Side St eet Rear j 8 - 'Height Waterway N/A N/A ❑ Setbacks drawn on site Plan:. ❑ CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: , Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------- 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: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ' ❑ Yes ❑ Yes ❑ 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 Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map:, V,�N© v)j , pp.1Lc� S� Map Date of.Recording: ) — g Lot: 2� L1 ❑ Use Permit/Minor Use Permit Permit Number: Book: )1-51S Date of Approval: Page: D L a Comply with the following Conditions of Approval: A-rTA e -H (FT> ❑ 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,sserves 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 on slopes steeper than 30%. 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. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the. Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified. by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction 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. Page 4 of 5 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. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 • 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. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 Wegener Engineering Group Pro ect: Dj f `/ E I - S- S c Date: o Location: h71,3 : o4 I - 61;2) -pZC Cou iG('( By: Ta Ch: Sht: I 1-4�i�Kr p Fw�r,r� �F 9610 tzfto 9-3&qc I I bl �- np iIw I-s+I, I aIEP�'uTZNtIV � O 4Ab��� Tzclf-'• i-'aLT ZoC�> �33z 1�oZ Z WET- Ljru f:�-', crrv�,• I�,skIzo),l 1�Z� 4z Z N E!r LTu Pr: 7 oZO - b� °vD - 4d O/L I I z ,� 3 F- '7I NT,,c 1 Ir�D-L w/IXA, Z���?bN N,-) MARK WEGENER, P.E. Wegener Engineering P.O. Box 2493 Paradise, CA 95967 January 8, 2003 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Attention: Philo Hunt, P.E. Re: Building Permit Number 02-2968 �lArzrt�N Response to Plan Check Comments Dear Philo: Submitted herewith are the following: • 3 Building Plan Sets (Re -submittal) stamped and wet signed • 3 sets of Structural Calculations stamped and wet signed Truss calculations will be submitted under separate cover. In response to structural comments dated 12/19/02 (referenced above) please note the following: • General: The subject residence has been designed under the guidelines of UBC Section 2320; "Conventional Light Framed Construction Design Provisions". Engineered shear wall lines have been added where required in order to satisfy UBC Section 2320. 1. Special Bracing (engineered wall lines) have been .added to the plans. Their location (interior and exterior), type and nailing is shown on Drawing 2. Holdown type and location is, identified on Drawing 4. 2. Typical door and window header sizes are called out on Drawing 5. 3. Garage door header size over the small,garage (picking up truss F) is identified on Drawing 2. ' Page two Philo Hunt, P.E. Re: Building Permit Number 02-2968 4. Span of truss B is correct. See front elevation on Drawing 3. 5. The referenced geotechnical report (Part 1 -Foundation Investigation) has been reviewed and used as a basis for design. Said report is referenced on sheet S0.0. Typical foundation details on Drawing 4 have been modified accordingly. If you have any questions please feel free to contact me at (530) 873-7731. Sincerely, Mark Wegener, P. Wegener Engineer Encl. i t December 19, 2002 - Ken Warren P.O. Box 279 Paradise, CA 95967 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-650-020 Building Permit Number: 02-2968 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: 1. None STRUCTURAL COMMENTS: 1. You show no bracing on the plans. Show the location of all interior and exterior braced wall panels, the method, and nailing of these braced panels. 2. Please provide window and door header sizes. 3. Please provide a garage door header size over the small garage door that will support the point load of truss F. 4. Please check the span of truss B. It does not appear to be correct. 5. Per your subdivision map, "All foundations shall be constructed in accordance with the geotechnical investigation for Lime Saddle Ridge Estates, now known as Mountain Oaks Estates, by Laver L Roper dated June 1, 1990, on file with the Butte County Public Works Department." Please review this report and make sure your foundation is designed accordingly. 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 Linda. 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. Linda Simpson / Philo Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 2 January 17, 2003 Ken Warren P.O. Box 279 Paradise, CA 95967 • 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-650-020 Building Permit Number: 02-2968 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: None STRUCTURAL COMMENTS: Please provide a braced wall schedule on the plans and show braced wall panels along wall lines A, B, G, 3, 3.5, 4 and 8A. The structural calculations indicate that these wall lines are to comply with the UBC bracing requirements. ,2""Provide an engineering analysis of wall line 1. Wall line 1 does not comply with the requirement of BC Table 23 -IV -C-1 for 25' maximum spacing between panels. Ovide drag trusses along wall lines D, F, 5 and 7 as specified in the structural calculations. provide documentation from the engineer stating that he has reviewed the truss package and that it is in conformance with his engineering analysis. Please show Simpson L70 installation on the footing detail. lease provide shear transfer details of the roof diaphragm connections to the eave and gable end shear walls along the engineered wall lines and key the details to the roof framing plan. Note that toenails may not be used to transfer lateral forces in excess of 150 plf per UBC 2318.3.1. 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. Linda. 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. Linda Simpson Plans Examiner cc: Mark Wegener, P.E. 6Cat, Avvvzk- Philo Hunt, P.E. Plan Check Engineer 1 of 1 Structural Calculations for Diversified Builders APN 041-650-020 Butte County, CA January 4, 2003 Prepared by: Mark Wegener, PE y P.O. Box 2493 Paradise, CA 95967 8v/z-0/ n!G Z>/V. Cody Structural Calculations for Diversified Builders APN 041-650-020 Butte County, CA January 4, 2003 Prepared by: Mark Wegener, PE P.O. Box 2493 Paradise, CA 95967 Wegener Engineering Group W«sr��SZ S- GStT� Date: O IProject: Location:A7Q ', cj - 6Go-Ozo Cut-Qpf By: Ch: wlAlshtl ��� o'r -DESIk- ,j '�EL,ir�r•..� i�l' Z.c�JiSto�t� ff, e_111� IICT� uT11L , `TSv��.r>�►.�� �fi-oNs �i FiLb �����ti� i�L. IF�vE`3�iG�'r1trJ �c.U►-�Jt�rir�r.� �L��R,� L>,vErL t - TLe!xr rz. 7—inT-e4-, to I • ' F ' NutI wu Ge I alo is I ; Z5,7z' Cl I� �&kf_TKQ, Z� t W«sr��SZ wu Ge I alo is I ; Z5,7z' Cl I� �&kf_TKQ, Z� Wegener Engineering Group project: ` 15 5"Zc5t -� Date: O Location: i��N : cJ`i I - b� -ozo CnUfv(�i BY� Ch: sht: Z - SEI `tom std Qp1 BWA-OJG a M13 6N jLA&4I 'F�SZ W iAt). � l IBES Cln-ip I.ar.,C �-TO C� G0nni�E.yy`) CCS LI1✓i7 �NEt2icvl� i r � No el 2� �,< `� Ivo ✓ E � q `(E'er It Fizz - 3 � YES � IGS yo No. `III, S 10 C) O �. OA 5-�-r�oA YF.42 YEy N o lo' 06 ~ .t 7 � _ . � � a . rt ,1 r u .. �/1. f' �� �� .-�rii„ .. � .. ..r � Wegener Engineering Group ' rro ecr: V t: ^ - D L 5 - r-. t7�xZ r Date: `t O Location: ATQ • o4 i - bE;c) -Ozo i j TE c. L, -i'( I By: kW Ch: 4J I Sht: 3 I�Aill C� `�I-brtT 1�'ETUUd�-T.7�,, CEf l� EJEti,� C, � 1 �s TZ-- itiJ �oF' ZZSLO� t�7 Z- 3?:0 L-tj Irvr,\ S4 5 L. l 1� � L z� I°A I�;e��, W�5•, zz5�, :� �t��S zz�� ig rrc.ti%, �j ti zz�� 4w3 r -LOW1' '1 �C � 3101 1� Wegener Engineering Group p ct: \/g - D S- � Date: ,4 p Location: /4TIQ ; C54I - 6Gj-off COL) By: Ch:' ( snt:4 .S 7-15 A.� t,4 I ce� 1 ZZ� o zz.1 51�,o IZ�Z cl1.L 70011 Wegener Engineering Group . -- --•• -A-- I v4 5- Date: ,1 O Location: /�1� ; �� - bc�-off �urv('f By. Ch: Sht: S 43 ►E tom. L. ti - ctrU r, T� wl►.,t-;, � � ��� 1 ISI ,S �� •3aZ� 103M to � 4 NPr�.t-1(> f -114C,- �o � a b ��'� Wegener Engineering Group Project: V E - l `�' I -r, -4,r .E Date: A O 1 1S Location: ��� ; Q� I - bC� -p� �� By; Ch: w Sht: to �� w=4-5 0C), 1 ►Jvo�l X55 1'o To? �'I L. Si cA SS5 IO u�E L10 z4 d ✓ HE►CNMI _Z45 Z1.5� ZZ lc; -Ito 1.1 -�q m ; Zz � ' ?-FK,-) " !�IoA 0 4S MI Z 1 1S 4,o 1.1 -�q m ; Zz � ' ?-FK,-) " !�IoA 0 I ffegener Engineering Group ' rro ect. `/g - S- ES Q Date: 4 p Location: AT IQ ', o4i-6r;c)-czcajTTE I�urv(`� By: Ch: Sht: ' Ov ® CTF-U,.. �) LITO z Nom- ��►�r-; I� ` �� o -��� o 4r Z3 171T, M%4,j --"ez CGA�oc�T•J Zp3o°� airy IZ� I4(� G�?1z�t,-tel • 'Std T�,� � , Wegener Engineering Group r- L---, Date: �} p Location: /��'i� ; p4I - br;c)-off CUNT By: Ch: Isht a .L As 1,110 5.C) GV��U1Z►�l'N � 3 Z Fkvl� I' L21:1 154 CD wp"H-Pzz O "T"i Gly 11Z,�Z,b� " kz iY�• sS -� Z Nom" CT, n L,�4 s ° 61 bl _- bolo �1- (Wegener Engineering Group ., .,,- v G - L L - Inate: `t o Location:�1� ; oq i - b cc) -ozo ccQ NTf I By: ch: Sht: <J3 5 dAA ZI i Iry ISoZ, `� �°a53 (.JEST L►vp GMSTG �-TSZL -t>Q-64+-Tav6l� z�iZ�S� =Z�3o> 1053 1 1 1 1 1 1 1 lWegener Engineering Group --� Project: [D 5- Date: ,-4 p Location: 041 - -OZO C,, (Om By: Ch: ShL- (� 4 ,, 4. Po 5-s(i F&, T W4.,. ,3 �O -[Z.S Z- efvF f 1, w/ Z F� WIT51 H S3 Go Z log Wegener Engineering Group Project DIQEF Date; O Location: AT�Q "CAI - bc-O-Ozo C-Ourv(`f I By: Ch: Sht: z C4 = CZt cl, I c)51 1 I-Z�/ U ISI, f9. - NEl-� a � lob k�pS U; c I PA HO zZ I Wegener Engineering Group Project, QEF Date: O Z,S Location: /��1� % CAI - 61;c)'OzO (SOurv(`( By: Ch: Sht: {�INl7 w Z,S As ►�o Z�,� I -Z Cl- S Lo }90 9-� �Z L'b �LYwr� Uj r. N V M N r O 01 00 � to to qe M N r N r Ute ' U L7 C7 U C7 C9 C9� C7F n J J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J9 N REFER TO GIRDER TRUSS DRAWINGS I OR HANGERS PIEDMONT.BY DIVERSIFIED BUILDERS vpr,, Roof Loading —��g�j TC Live: 25.00 psf LOT #34 MOUTAIN OAKS ESTATES TC Dead: 17.00 psf L UMBER & BC Live: 0.00 psf TRUSS PARADISE CA BC Dead: 5.00 psf CALPELLA,CA. AP# 0-11-650-020 TC Stress Inc: 15.00 PHONE 7 485 8789 > BC Stress Inc: 15.00 c. ,. ;..,. • ).. n_ n J J1 J2 J3 J4 J4 J3 J2 J1 J Account: imported jc Job: esiTr`gne Lloyd Date: 10-21-02 J2 J12 J13_ ._.w_..--.._..._.��_..,._.. J14 J15 J16 J 15 J14. f+ . .r4 _ C4 'J2 J J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J9 N REFER TO GIRDER TRUSS DRAWINGS I OR HANGERS PIEDMONT.BY DIVERSIFIED BUILDERS vpr,, Roof Loading —��g�j TC Live: 25.00 psf LOT #34 MOUTAIN OAKS ESTATES TC Dead: 17.00 psf L UMBER & BC Live: 0.00 psf TRUSS PARADISE CA BC Dead: 5.00 psf CALPELLA,CA. AP# 0-11-650-020 TC Stress Inc: 15.00 PHONE 7 485 8789 > BC Stress Inc: 15.00 c. ,. ;..,. • ).. n_ n J J1 J2 J3 J4 J4 J3 J2 J1 J Account: imported jc Job: esiTr`gne Lloyd Date: 10-21-02 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wegener Engineering Group Project. - CDate: Jts� o Location: �'PI' b50 -�'Z,O�srr£ C�1.tr'f By: "'V-1 Ch: Sht: NOTES: 1. PROVIDE 3X BLOCKING AT ALL PANEL EDGES WHERE NAIL SPACING IS LESS THAN 6" OC. 2. PROVIDE 3X STUD MIN AT ALL PLYWOOD EDGES WHERE NAIL SPACING IS LESS THAN 6' OC OR PLYWOOD IS APPLIED TO BOTH SIDES. 3. WHERE PLYWOOD IS APPLIED TO BOTH SIDES OF WALL, STAGGER VERTICAL JOINTS AND NAIL SPACING. 4. PROVIDE 3x PTDF MUD SILL AND 3x BOTTOM PLATE WHERE NAIL SPACING IS LESS THAN 6" OC 5. PROVIDE DOUBLE 2x KING STUDS AT ALL HOLDOWNS U.N.O. 6. MAXIMUM STUD SPACING IS 16" ON CENTER. 7. STAGGER NAILING I — �1�1I1= Ili l t�1o��,'� � . '(`iPI ��- �-lEp�. I� Nh► yt.�c,, ` E�,C� w�5 '�lz- A Li �-j (o z, SFE ►�%—� F� Et��NErrr� ���Eoz �� SHEAR WALL SCHEDULE mm®®®® MARK PLYWOOD E.N. do B.N. F.N. 163 Slll PLATE NAIL SPACING L70 SPACING (JOIST TO PL) 5�8"0 AB SPACING 1/2-0 AB SPACING (PL TO STEM WALL) (PL TO STEM WALL) SHEAR VALUE Q 1/Y PLY WE CD ONE 9D 8d O 6" OC Bd O 12' OC - 4" OC 24" OC 48' OC 48' OC 260//FT ® '/'O'NE 8d O 4" OC 8d O 12" OC 4" OC 16' OC 32" OC 32" OC 380#/FT PLYWOOD -CD ONE SIDE 8d O 3" OC 8d O 12' OC 3' OC 12" OC 32' OC 32' OC 490 490#/FT © 1/2' PLYWOOD—cD TWO SIDES 8d O 6" OC 8d O 12" OC 4' OC—TWO ROWS CD 12' OC 24" OC 24' OC 5208/FT 8 1/2'TMPOL SIDES 8d O 4" OC 8d O 12" OC 4' OC -TWO ROWS 8" OC 16" OC 15" OC 760#/FT NOTES: 1. PROVIDE 3X BLOCKING AT ALL PANEL EDGES WHERE NAIL SPACING IS LESS THAN 6" OC. 2. PROVIDE 3X STUD MIN AT ALL PLYWOOD EDGES WHERE NAIL SPACING IS LESS THAN 6' OC OR PLYWOOD IS APPLIED TO BOTH SIDES. 3. WHERE PLYWOOD IS APPLIED TO BOTH SIDES OF WALL, STAGGER VERTICAL JOINTS AND NAIL SPACING. 4. PROVIDE 3x PTDF MUD SILL AND 3x BOTTOM PLATE WHERE NAIL SPACING IS LESS THAN 6" OC 5. PROVIDE DOUBLE 2x KING STUDS AT ALL HOLDOWNS U.N.O. 6. MAXIMUM STUD SPACING IS 16" ON CENTER. 7. STAGGER NAILING I — �1�1I1= Ili l t�1o��,'� � . '(`iPI ��- �-lEp�. I� Nh► yt.�c,, ` E�,C� w�5 '�lz- A Li �-j (o z, SFE ►�%—� F� Et��NErrr� ���Eoz �� N Tegen er Engin eering Group Project:,, F,-��- Date: S�,`, o� I10 P Description: ds�K-) : cA I -1�c3c) .o -t E G . By: kpljfiw Ck: Sht �Nc ►�Zr C�r'bo�n Cl,.�op� -fa CxfA-)� I10 P t�. Z 6 Nz,�-�x�L �o ►, Q p v vi ou I� 0 u , �� Ito 61 IV 0 CIO 11 LZ,d� As" X10 �Z o 5st5,9.� PL, S�QQ� Z4Q,c I10 P t�. Z Z� o C�, 3z �o �Z o 5st5,9.� PL, S�QQ� Z4Q,c I10 P 0 ►, Q p v vi �Z o 5st5,9.� PL, S�QQ� Z4Q,c Wegener Engineering Group Pm. t: V E / m HPAD22 . 23-166 1C Location: /���i % �1 - 6ClJ `O7fJ Can&3NTY By: Ch: LSht. CRIPPLE wm s•PSON1 amRT I 6N1°10RUT oWMA U mmomm IT mw / m HPAD22 . 23-166 1C ® 17m `OPENING ORDBL ® H 1 II 5m SM816 21 SRA (U01)END OF WALL � H]BA 2-7 I (1)7/ro u 7 SSIHte N/ PLYND BOUNDARY NAMM - FLU HWif HOLDOWN PER SCHEDULE I PT OF 50.1 PL ii PER PIAN (' FWALLPL-SEE SHEM E I(1�8' (1@R) FWMATION WALL UNO I I J (SEE HD ® RAISED FLOOR ME* NIS Nam 1. NSTAIL 9PSON IN%DOW/S PFA MAr.sAORaRER'S W6IRUCRWs Gill SfPS011 5518 ANOIOR BI><>= rERE NDIED) L ID•5 O[I NDT 91BSIINiE FCR SL MTC BOUND 3 1NIIY DEFDYDFT (IA) STARTS AT TCP OF FTEODATOL OWED FCCTWC AS IMIRED TO MAWTAN r hll Y CONCRETE COYER AT BOTTOM OP MMMAININ ♦ ANCHM BOLTS WIN UPSET II FADS ARE NOT ALLOM SLAB PER HD ® SLAB -ON -GRADE SCALE• NLS IL 2cSMS (MM) �— HOLDONH PER SCHEDULE Pr DP SRI. PL. PER PIAN HOLDOWN SCHEDULE wm s•PSON1 amRT I 6N1°10RUT oWMA U mmomm IT mw Mee 1if m HPAD22 . 23-166 1C ® 17m 10-166 Ip{I 12 SNSSRife ® H 1 II 5m SM816 ©oov H]BA 2-7 I (1)7/ro u 7 SSIHte • REGIAM AN r CONtlETE MEWwAUL 17 II 111'1 11 I�Ji �I ©�ov ©oov vaae Baas 0■aas �oov ®aesi ®vo■s�; �oo�■ ■�aoo� 11. 1a • IIY ®aas seee ®� urr • s• Wegener Engineering Group Date: p Location: �1� : v` 1 j - bGC) -OZO �u N(`( By: Ch: Sht: �o -Tz.1z�- F i�eNcTkojol U`aE-4gIZ rj Qc' � - S� EK-)e:t Ce LC, Mark Wegener, PE Title: .lob # P.O. Box 2493 Dsgnr: Date: 8:45PM, 8 JAN 03 220.0 lbs Description:. lbs Paradise, CA 95967 Live Load 1,328.0 lbs 250.0 lbs 200.0 lbs lbs Scope: lbs lbs distance 2.000 ft Rev: 560100 User. KW -0604973, Ver 5.6.1, 25.Oct•2002 6.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft General Timber Beam Page 1 c)1983-2002 ENERCALC Engineering Software Beam Design OK c:\ec55\divers ified.ecw:Calculations Description Small Garage Door Header (Pt. Ld from Truss F) General Information 0.708 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x12 Center Span 8.00 ft .....Lu 0.00 ft ' Beam Width 3.500 in Left Cantilever ft ...Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft ...Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 4.41 k -ft at 2.016 ft Shear: Fb Base Allow 875.0 psi 2.21 k Load Dur. Factor 1.250 Fv Allow 95.0 psi at 8.000 ft Beam End Fbdty Pin -Pin Fc Allow 625.0 psi Max @ Left Support 0.00 k -ft E 1,600.0 ksi @ Left Point Loads Dead Load 1,178.0 lbs 220.0 lbs 176.0 lbs lbs lbs lbs lbs Live Load 1,328.0 lbs 250.0 lbs 200.0 lbs lbs lbs lbs lbs distance 2.000 ft 4.000 ft 6.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft LM Summary Beam Design OK Span= 8.00ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.708 : 1 Maximum Moment 4.4 k -ft Maximum Shear * 1.5 3.3 k Allowable 7.4 k -ft Allowable 4.7 k Max. Positive Moment 4.41 k -ft at 2.016 ft Shear: @ Left 2.21 k Max. Negative Moment 0.00 k -ft at 8.000 ft @ Right 1.14k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.048 in Max. M allow 7.40 Reactions... @ Right 0.000 in fb 717.16 psi fv 84.13 psi Left DL 1.04 k Max 2.21 k Fb 1,203.13 psi Fv 118.75 psi Right DL 0.54 k Max 1.14 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead oad Total Load Deflection -0.032 in -0.068 in Deflection 0.000 in 0.000 in ...Location 3.712 ft 3.712 ft ...Length/Defl 0.0 0.0 ...Length/Defl 2,990.2 1,403.88 Right Cantilever... Camber ( using 1.5D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.048 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 31.019 Le 0.000 ft Sxx 73.828 in3 Area 39.375 in2 Cf 1.100 Rb 1 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 4.41 k -ft 44.01 in3 1,203.13 psi @ Left Support 0.00 k -ft 0.00 in3 1,203.13 psi @ Right Support 0.00 k -ft 0.00 in3 1,203.13 psi Shear Analysis @ Left Support @ Right Support Design Shear 3.31 k 1.72 k Area Required 27.897 in2 14.444 in2 Fv: Allowable 118.75 psi 1118:75 psi Bearing @ Supports Max. Left Reaction 2.21 k Bearing Length Req'd 1.010 in Max. Right Reaction 1.14 k Bearing Length Req'd 0.523 in 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f 1 1 1 Mark Wegener, PE Title: P.O. Box 2493 Dsgnr Description: Paradise, CA 95967 Scope: Rev: 560100 User. KW0604973, Ver 5.6.1, 25 -Oct -2002 General Timber Beam (c)1983.2002 ENERCALC Engineering Software irmi aa� � Description Small Garage Door Header (Pt. Ld from Truss F) Query Values M, V, & D @ Specked Locations Moment @ Center Span Location = 0.00 ft 0.00 k -ft @ Right Cant. Location = 0.00 ft 0.00 k -ft @ Left Cant. Location = 0.00 ft 0.00 k -ft Shear 2.21 k 0.00 k 0.00 k Job # Date: 8:45PM, 8 JAN 03 18l Page 2 Deflection 0.0000 in 0.0000 in 0.0000 in Wegener Engineering Group Project: `/ - D S - E Date: O Location: ATQ % Ch: Sht: i 'q--1 fc-UQrDLn etJ Kj tj LC-)/Zzc;l' N-Y—\L� )e -- I Lal; Gvs��t�. � • b1 ���� �1� �c��j Id -O \,/Eta(z�� ILLI D vJ rT, C,� tL� ; `t� t L L%'�l�M�EI��AI... Wegener Engineering Group Pro ect: v - D S -5Z, Date: 11 p b,o Location: o4 I - 6;C) -pZO CoQ q\r By:Z;T Ch. Sht: t / I 1-IE�4Kr 1� F� �F b,o � ' ZI010 7,610 .� L-S+u o�1Ee�' uRNi� � TLcJr� Z I-,�►�Lt Z�fi zoC�> �33z 1107, � Z -1010 - 61 &0.7 6.0 arra,•. I I IZo�� = I I, °opdy r Z i-0/LZ +�Z� 3 ZI �` MARK WEGENER, P.E. Wegener Engineering P.O. Box 2493 Paradise, CA 95967 January 17, 2003 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Attention: Philo Hunt, P.E. Re: Building Permit Number 02-2968 Response to Plan Check Comments Dated 1/17/03 Dear Philo: Submitted herewith are the following: • 3 Partial Plan Sets (Re -submittal) stamped and wet signed • 3 sets of Supplemental Structural Calculations stamped and wet signed Truss calculations will be submitted under separate cover. In response to structural comments dated 1/17/03 (referenced above) please note the following: • General: The subject residence has been designed under the guidelines of UBC Section 2320; "Conventional Light Framed Construction Design Provisions". Engineered shear wall lines have been added where required in order to satisfy UBC Section 2320. 1. Shear wall designations have been added for braced wall lines A, B, G, 3, 3.5, 4, and 8A. 2. Engineering analysis of wall line 1 is submitted herewith. 3. Trusses will be submitted under separate cover to comply with requirements. Page two Philo Hunt, P.E. Re: Building Permit Number 02-2968 4. See item 3. above. 5.. Simpson L70 angles have been added to footing detail. 6. Shear transfer details at the roof to wall condition have been added with appropriate reference on plans. If you have any questions please feel free to contact me at (530) 873-7731. Sincerely, &JrA'-egene Wegeneg Encl. TABLE OF CONTENTS TOC Project Title.......... WARREN RESIDENCE Date..10/08/02 09:12:08 Project Address........ MOUNTAIN OAKS ESTATE ******* PARADISE, CA *v6.01* Documentation Author... ROBERT A.'MANGRUM ******* Builing Tl_�21 Paradise Mechanical dt� 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-DIVERSI Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-DIVERSI TITLE 24 1387 TABLE OF CONTENTS Report Page FORM CF -1R ................' 1 FORM MF -1R ............... 4 FORM C -2R ................. 7 HVAC SIZING................ 11 r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... WARREN RESIDENCE Date..10/08/02 09:12:08 Pd ******* ro�ect A dress........ MOUNTAIN OAKS ESTATE PARADISE, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-DIVERSI Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-DIVERSI TITLE 24 1387 GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2256 sf Single Family Detached New Front Facing 180 deg (S) 1 1 Raised Floor 15.4 % of floor area 0.35 Btu/hr-sf-F' 0.41 9.6 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Door None R-0 R-0 R-0 0.330 Roof Wood R-11 R-19 R-30 0.031 Floor Wood R-19 R-0 R-19 0.037 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window. Front (S) 25.0 0.350 0.400 Standard Standard Yes Window Front (S) 5.5 0.330 0.370 Standard Standard Yes Door Front (S) 36.3 0.350 0.420 Standard Standard Yes Window Front (S) 25.0 0.350 0.400 Standard Standard Yes Window Front (S) 19.0 0.350 0.400 Standard Standard Yes Window Left (W) 4.0 0.330 0.370 Standard Standard Yes Window Left (W) 20.0 0.350 0.400 Standard Standard Yes Door Left (W) 40.0 0.350 0.420 Standard Standard Yes Window Left (NW) 12.0 0.350 0.400 Standard Standard Yes Door Back (N) 40.0 0.350 0.420 Standard Standard Yes Window Back (N) 4.0 0.330 0.370 Standard Standard Yes Window Back (N) 12.0 0.330 0.370 Standard Standard Yes Door Back (N) 40.0 0.350 0.420 Standard Standard Yes Window Back (N) 12.0 0.330 0.370 Standard Standard Yes Window Back (N) 21.0 0.350 0.400 Standard Standard Yes Window Back (N) 2.0 0.350 0.400 Standard Standard Yes l� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... WARREN RESIDENCE Date..10/08/02 09:12:08 MICROPAS6 v6.01 File-DIVERSI Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-DIVERSI TITLE 24 1387 FENESTRATION Area U- Interior Orientation (sf) Factor SHGC Shading Window Right (E) 8.0 0.350 0.400 Standard Window Right (E) 10.5 0.570 0.670 Standard %% HVAC SYSTEMS k64- x' Refrigerant Equipment Minimum Charge and Type Efficiency Airflow Furnace ACPackage Tank Type Storage Over - Exterior hang/ Shading Fins Standard Yes Standard Yes Tested Duct Duct Duct Location R -value Leakage 0.800 AFUE n/a Crawlspace R-4.2 No 10.00 SEER No Crawlspace R-4.2 No WATER HEATING SYSTEMS Number in Energy Heater Type Distribution Type System Factor Gas Standard 1 0.60 SPECIAL FEATURES AND MODELING ASSUMPTIONS ACCA Manual Thermostat D Type No Setback No Setback Tank Size (gal) 50 External Insulation R -value *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or.Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION ' *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation -certificate. *** This building incorporates non-standard Duct Location. R- n/a This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... WARREN RESIDENCE Date..10/08/02 09:12:08 MICROPAS6 v6.01 File-DIVERSI Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-DIVERSI TITLE 24 1387 REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance, specifications needed to comply with Title -24, Parts 1' and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... KEN WARREN Name.... Company. DIVERSIFIED BUILDERS Company. Address. Address. Phone.,... (530) 876-9554 Phone... License. Signed ! 2 •�£ S igned . (date) ENFORCEMENT AGENCY Name..... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR ROBERT A. MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... WARREN RESIDENCE Date..10/08/02 09:12:08 P t Add MO ******* rojec ress........ UNTAIN OAKS ESTATE PARADISE, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969, 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-DIVERSI Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-DIVERSI TITLE 24 1387 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be.superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor -in metal frame walls (does not apply Design- Enforce- er / ment to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. , 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14.and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... WARREN RESIDENCE t Date..10/08/02 09:12:08 MICROPAS6 v6.01 File-DIVERSI Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-DIVERSI TITLE 24 1387 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. ✓ 150(i): Setback thermostat on all applicable heating and/or / cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation / pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... WARREN RESIDENCE Date..10/08/02 09:12:08 MICROPAS6 v6.01 File-DIVERSI Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-DIVERSI TITLE 24 1387 pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr). ✓ LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general- lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. ✓ 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures / are IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... WARREN RESIDENCE Date..10/08/02 09:12:08 Pro' t Add MOUNTAIN OAKS pec ESTA ******* ress........ TE PARADISE, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........:.. 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 x6.01 File-DIVERSI Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-DIVERSI TITLE 24 1387 Energy Use (kBtu/sf-yr) MICROPAS6 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 15.68 13.60 2.08 Space Cooling.......... 13.69 11.13 2.56 Water Heating.......... 12.11 10.62 1.49 Total 41.48 35.35 6.13 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC..:.... Average Ceiling Height..... 2256 sf Single Family Detached New Front Facing 180 `deg (S) 1 1 ReducedYear Raised Floor 1 21744 cf 0 sf 15.4 % of floor area 0.35 Btu/hr-sf-F 0.41 9.6 ft ` BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Zone Type (sf) (cf) Units itioned HOUSE Residence r Vent • Vent Air Thermostat Height Area Leakage Type (ft) (sf) Credit 2256 21744 1.00 Yes Setback �2.0 Standard Housewrap COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... WARREN RESIDENCE Date..10/08/02 09:12:08 MICROPAS6 v6.01 File-DIVERSI Wth-CTZ11S92 Program -,FORM C -2R User#-MP1342 User -Paradise Mechanical Run-DIVERSI TITLE 24 1387 OPAQUE SURFACES HOUSE Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE (S) 5.5 0.330 0.370 180 90 3 Door 1 Wall 264 0.065 17.8 180 90 Yes W.19.2X6.16 Front 2 Wall 454 0.065 17.8 270 90 Yes W.19.2X6.16 (S) 3 Wall 449 0.065 17.8 0 90 Yes W.19.2X6.16 4.0 4 Wall 15 0.065 17.8 315 90 Yes W.19.2X6.16 0.350 5 Wall 365 0.065 17.8 90 90 Yes W.19.2X6.16 0.420 6 Wall 216 0.065 17.8 180 90 No W.19.2X6.16 315 7 Wall 153 0.065 17.8 90 90 No W.19.2X6.16 90 8 Door 17 0.330 0 180 90 No None 12 9 Door 17 0.330 0 90 90 Yes None Door 10 Roof 2256 0.031 30 n/a 0 Yes R.30.2X4.24 Back 11 Floor 2256 0.037 19 n/a 0 No FC.19.2X8.16 (N) 21.0 0.350 0.400 0 FENESTRATION SURFACES 16 Window Back (N) Area U- 0.400 Act Exterior Shade Interior Shade Orientation Right (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE Window- Overhang Left Fin 1 Window Front (S) 25.0 0.350 0.400 180 90 2 Window Front (S) 5.5 0.330 0.370 180 90 3 Door Front (S) 36.3 0.350 0.420 180 90 4 Window Front (S) 25.0 0.350 0.400 180 90 5 Window Front (S) 19.0 0.350 0.400 180 90 6 Window Left (W) 4.0 0.330 0.370 270 90 7 Window Left (W) 20.0 0.350 0.400 270 90 8 Door Left (W) 40.0 0.350 0.420 270 90 -9 Window Left (NW) 12.0 0.350 0.400 315 90 10 Door Back (N) 40.0 0.350 0.420 0 90 11 Window Back (N) 4.0 0.330 0.370 0 90 12 Window Back (N) 12.0 0.330 0.370 0 90 13 Door Back (N) 40.0 0.350 0.420 0 90 14 Window Back (N) 12.0 0.330 0.370 0 90 15 Window Back (N) 21.0 0.350 0.400 0 90 16 Window Back (N) 12.0 0.350 0.400 0 90 17 Window Right (E) 8.0 0.350 0.400 90 90 18 Window Right (E) 10.5 0.570 0.670 90 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 OVERHANGS AND SIDE FINS Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 25.0 4.0 6.5 2.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 5.5 5.5 1.0 10.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Door 36.3 5.5 6.6 10.5 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 25.0 4.0 6.5 2.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 19.0 4.0 5.0 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 4.0 4.0 1.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... WARREN RESIDENCE Date..10/08/02 09:12:08 MICROPAS6 v6.01 File-DIVERSI Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-DIVERSI TITLE 24 1387 Surface 7 Window 8 Door 9 Window 10 Door 11 Window 12 Window 13 Door 14 Window 15 Window 16 Window 17 Window 18 Window OVERHANGS AND SIDE FINS Window- Overhang Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext 20.0 5.0 40.0 6.0 12.0 2.0 40.0 6.0 4.0 4.0 12.0 2.0 40.0 6.0 12.0 2.0 21.0 3.5 12.0 6.0 8.0 4.0 10.5 3.0 4.0 6.6 6.0 6.6 1.0 6.0 6.6 6.0 6.0 2.0 2.0 3.5 2.0 20.5 18.0 2.0 2.0 15.5 15.5 15.5 10.0 2.0 2.0 2.0 0.0 1.0 1.0 0.0 0.0 1.0 1.0 1.0 1.0 0.0 0.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Left Fin Right Fin - Ext Dpth Hght Ext Dpth Hght n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates -a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** Refrigerant Tested ACOA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.800 AFUE n/a Crawlspace R-4.2 No No 0.743 ACPackage 10.00 SEER No Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates -a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** � Y r •,,;rhr %r •� 'awl. • •3'x'4^l _ _1i1;`�Ywa dare, �t 1. '^., . a. •, q2T • � f r •,,;rhr %r •� 'awl. • •3'x'4^l _ _1i1;`�Ywa dare, �t 1. '^., . a. •, q2T • � f COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... WARREN RESIDENCE Date..10/08/02 09:12:08 MICROPAS6 v6.01 File-DIVERSI Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-DIVERSI TITLE 24 1387 HERS REQUIRED VERIFICATION *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS HVAC SIZING Page 11 HVAC Project Title.......... WARREN RESIDENCE Date..10/08/02 09:12:08 PAdd r ******* o�ect ress........ MOUNTAIN OAKS ESTATE PARADISE, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-DIVERSI Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-DIVERSI TITLE 24 1387 GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude .......... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2256 sf 21744 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 180 deg (S) Heating Cooling (Btuh) (Btuh) 11575 5200 4911 2578 n/a 3545 12368 3732 n/a 2100 2885 858 31739 18012 n/a 3602 31739 ' 21614 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety marVin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. E.H. USE -ONLY , Roarplea AKmchmd Floo r pimp AKacho $mnY to B.D. TO: Building Department (,C( iGj�7 1 . FROM: Environmental Health I SUBJECT: Sanitation Clearance Owner Location AP# Plan Approve or• Sewage Disposal , Wa er S pply: Public>i Priv to ell Clearance for welling. Other C Hold final for: Final clearance O.K. for: NOTE: Envifonmental Health Specialist 8/96 Zoc)] Date �+' . i`l.';fj°�,[`ti"-`"!r!.r.^►,�,�o,�`b�Y'<Aw',ruv+�.:+.".',y�-vrirri COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE R _?�2 (2� PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ninnea rnntarf fhic nffirn immorfintaty REV 10/92 ri..�:%s-1.^.n•?.-ti.. �'s.-•., �T���.,yµ„�.f.•�.,-,;,:.1+...�.; �y....,✓ � .-�..,r'r.r�....rqwr,�7i”„�•'�j`�j�r�'�y'[+.�•`s.�P+li+�vh. COUNTY OF BUTTE f + BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • 0)'538-7541 03 E CORRECTION NOTICE r L� AA 0�-296 �i OWNER [_ PERMIT NO. F A routine inspection indicates that the following violations of butte county Ordinances exist at the i above address and sWould be corrected. Please notice this office when correction of work is E completed. If you ave any questions pertaining to this matter, or need additional explanation, please contact t s olfice immediately. d 50A 1� -�w i nl GS T{ %V'r C 2 0 0 0 1.-'C� 6' .(a t �• .. a ... _ .� .. Date Inspector / " " a✓�'� REV 10/92 �' "' COUNTY OFBUTTE """''. ' "" i4 BUILDING. DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411. Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 :F kV CORRECTION NOTICE tr d i1 M ff, Date Inspector \9 kl} REV 10/92 9 OWNER PERMIT NO. I+' A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is "y completed. If you'have any questions pertaining to this matter, or need additional explanation,' please contact this office immediately. 4 r: t i' i.i tr d i1 M ff, Date Inspector \9 kl} REV 10/92 9 I+' tr d i1 M ff, Date Inspector \9 kl} REV 10/92 9 COUNTY OF BUTTE -. BUILDING DIVISION =, a DEPARTMENT OF DEVELOPMENT SERVICES T- 411 'Main Street • Chico, CA • (530) 891-2751 r{ 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION'VOTICE ` OWNER PERMIT NO. ..M 1S 'A routine inspection indicates that the following violations of butte county Ordinances exist at the ' above address and should be corrected. Please notice this office when correction of work is -,, *: r completed. If you have any questions pertaining to this matter, or need additional'.explanation; please con t t is of ice imme lately. _ ti< -y Yid ,I ' off J . 1S Date Inspector REV 692 �~ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES' - 411 Mainfstreet • Chico, CA • (530) 891-2751 A=$ L 7 County Center DrIV6'iv0rovi1Ie, CA • (530) 538-7541- CORRECTION 38-7541CORRECTION NOTICE OWNER PERMIT NO. . •�S A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is `< completed. If you have any questions pertaining to this matter, or .need additional explanation, please contact this office immediately. - ?tw s. M1 41 I . NOTES ` r RESIDENTIAL 041-650-020 02-2968 PERMIT NO. RREN, KEN JVD 3 CHASITY CT., `rO I NEW SINGLE FAMILY SPECIAL CONDITIONS CHECKED BY 'USE PERMIT CONDITIONS — SUB -STANDARD HOUSING LETTER i OFFICE COPY Address GAS I Meter By DateL'11�3 ELECTRIC D� Meter By c s 1, k JOB FINALED (Date) Z )7 i' Signature 6 i SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY 'USE PERMIT CONDITIONS — SUB -STANDARD HOUSING LETTER i OFFICE COPY Address GAS I Meter By DateL'11�3 ELECTRIC D� Meter By c s 1, k JOB FINALED (Date) Z )7 i' Signature 6 i v J=OK 0 = Not OK able + = otReady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Card B-1 Date 2. Soils; Special MH Support Sketch Date 3. Sewer; Location -Test -Fall -C/0 -Concrete Card B-1 Date 4. Water; Location -Test -Easement Needed (Sketch) Date 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 1. 7. Well Clearance & Disconnect 8. 8. Utility Clearance 2. Footings; Size -Spacing -Marriage Line 10. Plumb.; Cir. Test -Water Supply Test 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 5. 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 6. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 7. 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 9. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy . 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 #'s Date Setbacks -Easements Card B-1 Date Card B-1 Date Pool Structure; Steel -Connections -Thickness Dead Men -Lining Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 1. Zoning Requirements -Setbacks -Easements 8. Elec.; Grounding; Equip., w/5'.Circulating Equip. -Pool Lghtg._ Boxes -Enclosures -Panel boards -Ins. to Main Conduit 2. Footings; Size -Spacing -Marriage Line 10. Plumb.; Cir. Test -Water Supply Test 3. Blocking 12. Enclosure; Fencing -Alarms 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 #'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 -Panel boards -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 o = NotOK Applicable = Not Applicable RESIDENTIAL . = Not Ready Date UND RF OR (Plans) OK except #'s Hing -Setbacks -Easements- ood-Slope . , F!g., Main; Soils-Elec. Gr .-/ / Ftg. Depth . tg., Garage; Soils-Steel-Elec. Grnd.-/ /' Ftg. Depth 4. F -., Porches & Decks; Soils -Steel-/ /" Ftg. Depth St walls, Main; Steel-Blockouts-Wrapped 6 temwalls, Garage; Steel- Blockouts-Wra ed K. Hold Downs and Special Anchors 7. Slab. Steel-WraDDed I - ire lace Ftg.-Steel Fall -Fitting -Test -2 Way C/O -Sewer Test U5 -Gas Pipe; Size Anchors -Yard Gas Piping; Size Test �tei'Pipe; Test -Anchors -Regulator -Service Test EIgy4reUnderground ba' -Plenums & Ducts; Clearance -Material -Support -Ins. 14. Date Card B-1 G.rJ Date Card B-1 Date Card B- Date Card B-1 Date FrLUMEUNG (Permit) OK except #'s W tr.; Vent -Access -Combustion Air Baffle �ter'Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Te Tub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s e4'Fi re & Transformer Clearance -Ins. Protection Keri. Receptacles Spacing -Lights & Switches at Doors S�,;wgoxes & No. of Conductors Stapled 2 o x Installed Close to Edge of Studs & C.J. 2 auid-Ground made UD w/Mech Fasteners -Bond Gas & Water (Single & Duplex) Date 29.,,2 6Wiance Circuits in Kitchen & Conductor Size GFI G (Continued) 3 ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 7. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 3 ervice-Riser Conductors & Ground Main Disconnect Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 3 i . Clearances Panels-Motors-Mech. Equip. -A3 34 es Closet Light -Shower Light -Spa Light 151�smoke Detector Size & Romex Protection -Draft Stop -Ins. Baffles Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME HANICAL (Permit) OK except #'s 3 A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 38. Condensate Drain & Overflow, Size & Grade 55. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 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 FRAWNG (Permit) OK except #'s Stypeo Mesh -Drip Screed -Fd. Vents-Underflr. Access 41"Sill "roper Materials & Anchors 5 42. ails Studs -Nailing Spacing & Braces -Plates -Sound 43 Bea.L�pg-Walls over Girders & Floor Nailing hear Walls; Nailing -Bolts ra op in Walls (rat proof) 61. irej$tel<s, Furred Ceilings -Stairs -Chasers -Tubs enders & Beams -Size & Bearing Date FR G (Continued) 7. ,M gers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. -A3 -Ties or Type A Flue -Fireplace Throat Clearance be.-63ie'Access; Size & Romex Protection -Draft Stop -Ins. Baffles B,qEM.. Windows or Exiting Doors imensions 52'-e Fire Protection Framing C Channe Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stc 3irs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers - 57. Siding -Nailing Veneer 58. Stypeo Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 lazing Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B Date Card B-1 Date Card 51 Date Card B-1 Date FINA ans) OK except #'s - 64 Steps -Door & Sidelight Protection -Landings 6> -'Smoke Detector 66. Furnace Vents -clearance -Comb, Air-Connector- In.garage; Above Floor-Ducts-Mech. Protection 67 68. edroom Exiting G.F.I. & Bath Fixtures & Tub Acces - 6t-Elec. Trim & Subpanel, Breaker Sizes Labels 70!Sfairs & Rails 7 -(replace or Stove, Clearance -Hearth 72,,-Erc. Outlets at Wood Panel, Int. & Ext. 73 . Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 7,8" -Garage Fire Door; Swing -Landing -Closure 7§/A -C. Duct in Garage -Damper 7. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. JD Garage; Above Floor-Mech. Protection Plb.; Elec. & Mech. Equip. Listed for Location 79-.'—Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 8 . Guard Rails & Deck Construction -Post Caps 82�dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ` _ 8,3, -Following Instld./Drive Urfe-s 0 No/Walks V'Yes 0 No/Planters O Yes O No 84. Stucco Brown -Finish 8 A.C. Unit Disconnect, Electrical -Plumbing 86,'Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87 -'Water Well, Disconnect, Electrical, Plumbing 88. E terior Elec. Trim, G.F.I. Receptacle -Underground 86-. Ventilation Throughout House 90�Iass Protection 91. Corrections from Previous Inspections 92"bas Test -Meters Tagged, Gas -Electric 9,*!5vater & Sewer Connected -C/O to Grade -HD Approval 94yi�nergy Compliance Certificate -Other Certificates 95/Address Posted 96,,Fire Sprinkler Date Card B-1 Date Card B-1 Date yCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: O`VNER-BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing yoW SISMOM Please complete and return this information at your earliest opportunity to avoid uooeoesay in processing and issuing your building permit. No building permit will besutaed until as verification is received. I personally plan to provide the major labor and materials for construction of the proposed property improvement': YES � NO E I HAVES?,**** HAVE NOT C3 signed an application for a building permit for the proposed WO& I have contracted with the following person (firm) to provide the proposed eonstin�eti�: W- 1 PHONE: COL--MACTOR'S LICENSE NO. 4. I plan to providertions of this work, but I have hired the following person to coordinate, supervise, and prop the major work: N.�rtE: ADDRESS: CITY: PH0LNE: ON R I TOR'S LICENSE NO. 5. I will provide some of the work but ave contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL. SECURTIY NU113ER: DATE: "O !::*M T iVOTF: This Owner -Builder Ver fieation is required by Section 19831 and 198314VAC California Health and Safety Code. This verification must .be toarkied Md returned to our office before we are permitted to issue the permit OVER Yi of 4:� .r a OWNER BUILDER INFORMATION 4. ki application for a building'penmt has been submined in your name listing yourself as the builder of improvements specified �.., vl For your protection. you should be aware that as "owner -builder" you are the responsible pary of tecoe+d an each ; a permit. Building permits are not required.to be signed by property owners unless they are persoaslly Pi6eir own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. !� r Contractors are required by, law to be licensed and bonded by the State of California and to have a busmess. license from the city or county. They are also required by law to put their license number on all permits for which they • apply. - � If you plan to do your own work. with the exception of various trades that you plan to subcontract, you'ihould be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage. ariy persons other than your immediate family. and the wont (including t lunar als aid other toss) is 5300 or more' for the entire project, and such persons are not licensed as eonumctors"or, subcoacactors, hen you may be an emplover. �= [; you are an emplo,er, you must regi er with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security. faxes, ' workers compensation insurance,-disabiliry insurance costs, and unemployment compensation eontnbutions' ♦ There may to F,nancial risks for you if you do not car, out these obligations, and thele risks are especially serous w;th resoeet to worker's compensation insurance. ♦ For mcre scecitic information about your obligations under Federal Law, contract the Internal Revenue Service i( you wish, the G.S. Small Business Administration). For more specific information about your obligations der, Sate Law, cer.cact hm e Departent of Benefit Payments and the Division of Industrial Accidents. If t e swcn:re is intended for sa!e, property owners who are not licensed contractors are allowed to paforai'their work personally or throu&h their own employees, without a licensed contractor or subcontractor, only under Urnited conditions. A frequent practice of unlicensedpersons professing to be contractors is to secure an "owner builder" building permir, erroneously implying that the property. owner is providin, his or her own labor and material personally. Building ers unless they are performing their own work personally:: permits are not required to be signed by property own _ Infornarion abcuc licensed contractors may be obtained by contracting the Contractors State License Board is yon r conununtry or at 1020 N Street, Sacramento, CA. 95814. :• ", Please complete the "Owner.,Builder Verification" on the reverse side of this form so that we can confirm that you T. are aware of these matters. The building permit will not be issued until the verification is returned. • t� F l rely, Mie el C. Vl ira, C.B.O. K... , Maniager, Building Inspection r NOTE:' Tit 0watr-Builder info rmadoit is required by Secdorr 19830 of the CalifornIs Health and Safety Cade �, OVER r w., I;r :i ENERGY INSTALLATION CERTIFICATE Building Owner )'J18'4'4 d Building Permit # OZ- 2 96g Building Location 5-6-23 kqo- i r,�;, Co,- DESCRZv-TION OF INSUTATION ROOF Mate— al Brand Name Thickaess(iaches) Thermal Resistance (R Value)__ 1-2.122IOR WALL Material !3A rt'S Thickness (inches) tv " CEILING P�o�ti ^��✓ Batt or Blanket Type Thickness (inches.) Loose Fill Type Xdmi: — Thickness(Inches) Area covered(ft.2) FLOOR, ELEVATZD Material - I24 �S 1Z - l -7 Thickness (inches) Brand Name The --=l Resistance(R Value)__�� Brand Name - Thermal Resistance(R Value)___ Brand Name . Number of Bags__ Wt. per bag 1b. Thermal Resistance(R Value)__ Brand Name Thermal Resistance(R Value)__ Ltez-i Brand Name Thickne (inches) Thermal Resistance(R Value)___ Width (inch ; ) FOMMATION WALL Thickness Brand Name Thermal Resistance(R Value)__ I hereby certify that the above insulation was installed in the above building, , • - -is consistent with. approved building department -plans --and attachments •and• con- fo with requirements of Chapter 2-53 of State to of California Energy Requirements. FIRM XQM/CWNZR STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF 1 NSTAL A=0N APPLICATOR P1zeZ, - - DATE ,--- i hereby certify the required features, devices, and equipment, ab shown on the approved Building Department plans and attachments have been installed and .conform to the appli- -ance standards and Chapter 2-53 of the State of California Energy requirements. �fA1105 )j I-V, w-"/Z)Z-e 'r/ _ .3 7 3 9ZS - BUILDING CONTRACTOR/OWNER-(Please Print) STATE CONTRACTOR'S LICENSE NO. (FIRPf NAME) S3 ATURE OF BUILDING CONTRACTOR/ OWNER z izp,4GS �l711y9'Vkg, _ HVAC FIRM NAME/OWN (Please Print) -6� A9 N 41z L4 r)-� SIGNATURE OF HVAC CONTRACTOR/ OWNER. AP/D1 I l 9 o DATE STATE CONTRACTOR'S LICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPART11ENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILD G DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 38-754f? rN 0 (Rtiv.12/96) ' APPLICATION AND PERMIT 0; 4 ASSESSOR PARCEL NUMBER 041-650-020 ZONING PIM BUILDING PERMIT OWNER '' WARREN707—'350-0896...-- TELEPHONE SO. FT. OCC. BUILDING VALUATION 2256 R 121,824.00 . OWNERS MAILING ADDRESS P.O. BO 815 U 1-4,670.00 CONTRACTOR'S NAME OWNER TELEPHONE 106 C 1,378.00 242 C CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 911-21 SUE s" s Energy Plan Checking Fee $ 23, 00 PERMIT FEE $1140 - 71 LOT NO. 341 SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome ❑ Other V -,;r SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Lc TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: NEW SINGLE FAMILY W/ATTACHED GARAGE Gas piping system 1 - 5 outlets 15.0015-00_ 0 Building sewer 15.00 5� Mobile Home I S I G I W @20.00 PERMIT FEE $171.00 ELECTRICAL PERMIT Filing Fee 20.00 OOOV OR UE Main Service 20.AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION 1 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 zooA To I000A 46.00 NEW CONST. OW EWNG OCCUP. SD /� OR ADDNS. ( 8 ACC. OCC 3.5QFT- V7.49 "ON.RESIDMULTI.CIIRig 97.50 APPARATUS a SINGLE OLTILET CIR. 20 Ex. OCCu OUTLET OR FIXTURES BAL @ I: 0 Ex. Occup. 0FUT� R D.°� 5.00 Temporary Service 23-0023.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 173.49 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 [3 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' compensatidn provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. -- Date �Q' `� �""�Z- Sig4iature of Applicant - ❑ Owner O Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling 5.00 Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection F e $ 46.00 c TY CONSIj HAz. D 6 --- TOT L EE $ 18 .7 IMP FL D COF PAR PD H ISSU 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 ate f1 PERMIT EXPIRES ON G (54w Receipt No. WHITE-D.D.S.- NA POS 0 PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530U38-75-4-1 '` eV 1'` 6) APPLICATION AND PERMIT C - PERMIT NC K.SESSORPARCELNUMBER I C;- V 20MN (��l�� �U V BUILDING PERMIT OWNER TELEPHONE oAOSO. FT. OCC. BUILDING VALUATION OWN UUN DRESS \� _ V ° C�S`)Co-IL1 — CONTRACTOR'S NAME 1 TELEPHONE711 "PER�IAIT FEE PAU> �S 5 � SHERIFF O AhkbVNT RECEXWC> •PECEI" Whim " TO is RM 2"ro cohw ER Ex. OCCU OUTLET OR FDCTURES Dw Ex. Occup. FOCEDAPPLNS.OR OUTLETS RESID. En I I (o cp _ ° -- CONTRACTORS MAILING ADDRESS 20.00 Misc. Wiring 23.001 PERMIT FEE $ MECHANICAL PERMIT Filing FeeI 20.00 Heating U Cooling CONSTRUCTION LENDER - F7 6.50 ,Cj LENDERS MAILING ADDRESS . I/Tr — Fireplace -- — —• Total Valuation $ )--"--' ARCHITECT OR ENGINEER LICENSE NO. Fling Fee $ Permit Fee $ 20.0 0 . ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ � � - BUILDING ADDRESS C1`�) Energy Plan Checking Fee $ -- s�ov►J --tQ 0A14 t ` $ - - LOT NO. SUBDNISIONS NAME p- 3 J - bo i:t PARCEL MAP 12ZQ"9� PERMIT FEE PLUMBING PERMIT Each Trap $ Fling Fee 7.00 20.00 USEOFSTRUCTURE r 2-9 AC- SF � Duplex [3 Mobilehome ❑ Other Solar or heat um water heater 23.00 SPECIFY Water piping P P g Each gas water heater or vent 1 5.00 15.00 - TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ or E3 (/jy Gas piping system 1 - 5 outlets 15.00 Describib Describe Work: {`R�. � bin sewer Moi Moble Home S G W 15.00 1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee! 20.00 p X� ��� v 000V OR LESS Main Service r 200A OR LESS 23.00 Main Service 200A TO 1000A NEW CONST. V VL• DWELLING OWyING OCCUP. OR ADONS. A ACC. BIDS. 3.5C FT, 07 ' N CONS MULTI -OUTLET NON-REslo. 97.501 "PER�IAIT FEE PAU> �S 5 � SHERIFF O AhkbVNT RECEXWC> •PECEI" Whim " TO is RM 2"ro cohw ER Ex. OCCU OUTLET OR FDCTURES 100 BAL IDSOI Ex. Occup. FOCEDAPPLNS.OR OUTLETS RESID. En 5.00 Temporary Service Mobile Home Facilities 20.00 Misc. Wiring 23.001 PERMIT FEE $ MECHANICAL PERMIT Filing FeeI 20.00 Heating U Cooling Hood 11 F7 6.50 ,Cj Ventilation . I/Tr — PERMIT FEE 1 S 6-7 Mobile Home Installation Fee $ Energy Inspectio FeeI $ Co PE TO AL FEE $ HA2. D• FEES I COF CEL I HO i ISSCE This permit is hereby issue under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ReceiptNo. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOIDENROD•APPLICANT Date 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: Yd (D, C ASSESSOR PARCEL NUMBER 04 ) _' (0 56 - G D- Proposed Building Use: /v J Counter Technician: Date: f6- _-;�q - G2?" Items required in order to apply for a permit. All boxes MUST be checked OR m ked NA in order to apply. L. Plot plans, 3 or 4 sets, signedXy 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. A3-4. Engineered truss details and layouts in duplicate. No faxes! -15. 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. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (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. The permit will be indexed and returned to th'e plan review line-up when required items are received. Date Received By NI17 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 ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other ining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet .................................. -3-3 �l 1 Statement of Intent for Non -heated and A/C Buildings ................................. ... Sanitation and plot plan approval from the Environm ntal Health Department in ji City of Chico Plumbing permit...........................................NYR7 ........... California Department of Forestry plan approval paid. Sent_ by:�.............. Planning approval for (A) Use: (�)� (B)Parking: (C)eck: 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 1. 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 aJJ�� d Policy Number ..............:.............................. Owner -Builder Verification (C�,�iven to owner, ❑ Mailed to owner) ..................... 2 Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 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 qV - - - _I�Xnfl hod or 'ckup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: KGs Date: /0 ' 2 -OZ. —'� 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ pho e, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above ata by ❑ phone, ❑ mail, ❑counter, b Date: Plans reviewed by: ' Date: C Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: 2 Note transfer by: Date: 2J $ Yello+ Buil ine Division COUNTY OF BUTTE ., DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER A. P. # PROPOSED BUILDING USE ✓--5 DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES Balance Due ..................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ 6 Revised Plan Checking Fee ............ $ SCHOOL DISTRICT FEES 1'Z c (paid at District Office) (Available after Plan Check) -�2 '-.3 — 3 3. SHERIFF FEES (paid at Building Division)— y a 1 Residential ...................... x $360.00 $ I 1 Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER -�,;?4 cra� to" At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLIC �� �'• DATE t Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) o �X) Tr o ° , ° RESIDENTIAL PLAN °.s,.-� REVIEW GUIDE c::`�, �,.:.- c SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY 4Ow-rer. Building Permit Number: • '.Plans Examiner: ,C;/idn 51.rn)pson A. P. Number: Vl— ZU GE'N'ERAL: t4B"luilding oning requirements — (number of permitted living units). lans signed by' the designer. oper description of work on the application. -taringviolations on the property. ecorded noticeof violation. permit valuation. LOT PLA.N: Complete parcel size and dimensions. Setbacks. side v ard. easements, etc. Other buildings or structures. Grading, fills andior drainage. Flood hazard. Special conditions on Parcel Map: Noise [j SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fes ❑ Federal aid Routs and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA -N: Plan and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10416 of natural Light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feeL The minimran net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When vvindovv s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). Sk}lights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not leis than 7 feet 6 inches except as otherwise permitted in this section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not las than 7 feet measured to the lowest Droiection from the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less then 7 fiat in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen. wet bar. and exterior receptacles (NEC 210). Water heaters vv hich depend on the combustion of fuel shall not be installed in a room cued or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening bw abath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily suable as abedroM or in a room companment or alcove opening directly into any of these (Uniform Mechanical Code sectioa304.4 Garage firevvall separation - required on garage side including supporting walls and posts (Uniibr .Dumng Code section 302.4 exception #3). U, nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.3). Wood stove location - Alcove — U1v1C section 205 confined space & 223 unconfined space & 304.2). - Smok.- detectors (Uniform Building Code section 310.9.1). Pagel of 2 ^' ' .Water closet clearance (Uniform Plumbing Code 408.5). Y ,.Sbpp,W compartment minimum 1024 sq. in 8: 30" circle (Uniform Plumbing Code 412.7). Bwalls shall be supported on masonor concrete foundations that shall be of sufficient size to support ea '�" "aU loads (Uniform Building Code section 1806.3). T' tUCTURAL DETAILS: Bid Wall panels shall star at not more than 8 feet from each end of a braced WaU line. Braced Wall panels mtui be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). ). 204.1') shall not �:... . 'exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1:) Braced call- �'k .'lines must be continuous throughout the structure. " .�" 2.: A California licensed architect of registered engineer must prepare a lateral analysis for the areas of the building •.. that do not oomph with the Uniform Building Code. This must include the designees "wet" stamp, signature, registration number and expiration date on aD sheets of plans depicting the designed elements and cover siiats 1: of calculations. ' G ` 'Clerestory requiring balloon framing and/or engineering. Foundation plans -complete enough to construct building (Uniform Building Code Table 18-I-C�. :.0 Floor construction details complete enough to construct building., ct building. � =Elevations and wall construction' details complete enough to constru 7,"' Roof construction details complete enough to construct building.. •` `r.•Fireplace construction details and calculations if necessary. = Garage door header size(s). Porch header size(s). 4 • 1� . apical header size(s). f :=a ; _' =•diY Stud heights. - cparYsl�e soil pecial foundation design required. g walls requiring design. 5G)?sum wallboard nailing inspection required. If the area below the lowest floor. is fully enclosed, than a minimum of two openings are required with a total. net area of at least one square inch for ever}' square foot of area enclosed with the bottom of the openings no vr more than one foot above grade. Alternatively. certification may be provided by'a registered professional - f engineer or architect that the design will allow equalization of h�drostatic flood forces ori eurior walls. prevent floatation, collapse or lateral movement Construction Building must be designed and anchored to • (%•_ y't design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other ser%ice facilities shall be « designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. µy.i f -• 8111N-ELLATTEOUS ITENIS: ;Stairway details —landings, rise and run head clearance, handrails (Uniform Building Code section 1003). _ Guardrails (Uniform Building Code section 509). ` Brick or stone veneer (Uniform Building Code section 1403). Ex or plaster— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section lOQ4.3:3.2). TvM exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energ)• design compliance and supporting documentation. CDF responsible area requirements. UILDING PERMIT REQLIRENMIN S: ❑ SRA. ❑ Flood elevation certificate. ,!3 ❑ Fire SprirW, ers required 4. ❑ Special Inspection requiremens. r •'f ❑ Use Permit conditions.- ^; n ..cjyb ❑ Sub -Standard Housing lever. • ' 1 1j t•Y "»t. . • , • :: Pace of , ``x _ School District A.P. Number Property Owner ;. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM i (One form per Building) Ou—.;,p Building Department No. _04�;?o Jurisdiction: City County Property Location/Address Subdivision Lot No. (to-, Residential Development t Sq. Footage No of Living Mobile Home Addition/ *Supplemental to ' (Group R) Units Installation Conversion Permit # '(No foundation inspection): Commercial/Industrial r ' Sq. Footage . (Including Exterior ` Roofed Areas) Ci'��.���, 'moo-✓a►� /� - /� � D � Building Department (Floor Plans reviewed by School District District Identification No. .03008-3, a0t, I lk •y N ioVI ySchool District certifies that V Date _ (Applicant)qR)"'It V ^ (Sir et Address) IP one Number) VUV1 % ll �6 . . (City) (State) (Zip Code) has complied with the requirements of Resolution No. ' L by payment of $49 � r ► �� representing #-a-- -or square feet. AB 2926 c $ School District Representative M� Paid by Check # Remarks: ��1. PULL MITIGATION S �. � , Date w. 0 +ktl wit Notice: You may protest the imposition of the fees identified above by submitting a -written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School Distiict Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional 'school fees to fully mitigate its impact on the school distric't's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm r" \ It AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of -Document Recorded 03 -Jan -2003 2003-0000507 Has not been compared with original BUTTE COUNTY RECORDER 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: SEE ATTACHED LEGAL'DESCRIPTION Date 1- 3-03 PROPERTY OWNERS: State of California County of BUTTE On 1-3-03% :7 before me, 1Thn%t%-. M., personally appeared KENNETH ..W. WARREN---- 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, executed the instr ment. WITNESS my hpnfif and Aficial SignatureSeal: !VICKI GROSSE � A.P. # Commission # 1327.111 z a Notary Public — California Butt® County . Aly Comm. Expires Oct 27, 2005 a Preliminary Report Description The land referred to herein is situated in the State of California, County of Butte, and is.described as follows: PARCEL I: LOT 34, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MAY 22,.199S, UNDER BUTTE COUNTY RECORDER'S. SERIAL NO. 95-16637, 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 041-650-020-000 PARCEL -H: A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO LOT A, INCLUDING INGRESS AND EGRESS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. PARCEL III: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT .IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT AND OR EXPANSION OF SANITARY SEWER PIPE LINES, STORAGE FACILITIES, IRRIGATION FACILITIES, THE RIGHT TO UTILIZE THE FOLLOWING DESCRIBED EASEMENT TO RECEIVE IRRIGATION WATER FROM SAID FACILITIES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS CONTINUED r Preliminary Report PARCEL III: - CONTINUED BEING A PORTION OF SECTION 18 AND SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID ECTION BMONUMENT AS SHOWN MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID POINT OF BEGINNING ALONG THE WEST LINE OF SAID SECTION 18 NORTH 00 DEG. 05 '47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE 1145.07 SOUTH 90 DEG.*00' H EAST, 910.00IOF WAY LINEOFMESSILLA VALLEY ROAD; WEST, THENCE FEET TO THE NORTHERLY ALONG SAID NORTHERLY LO SOUTH 33 DEG. 37' 10" WEST, 67.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS. OF 270.00 FEET; THENCE ALONG SAID CURVE 334.66 FEET THROUGH A CENTRAL ANGLE OF 71 DEG. 00' 00"; THENCE NORTH 75 DEG. 21' 50" WEST, 441.81 FEET TO THE BEGINNING OF, A CURVE CONCAVE TO THE SOUTH; THENCE FOLLOWING SAID CURVE ALONG A RADIUS OF 430.00 FEET, THROUGH A CENTRAL ANGLE OF 19 DEG. 43' 17" AN ARC DISTANCE OF 148.01 FEET TO THE WEST LINE 0� V�VEST LINE OF SECTION SECTION 9ENCE A NORTVINGH DE G. 38'R14" RIGHT OF WAY LINE ALONG WEST, 368.93 FEET TO THE POINT OF BEGINNING. PARCEL IV: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVORCPO AND AORTO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, OR PUBLIC BODY OR AGENCY. SAIDEASEMENT, IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT, AND OR EXPANSION OF SANITARY SEWER PIPE LINES AND ALL OTHER APPURTENANCES E FOLLOWING DEO. SAID USES SCRIBED PARCLUDING EL. AND EGRESS, IN, OVER, ACROSS AND UNDER ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF. CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: A SANITARY SEWER EASEMENT 30.00 FEET INWIDTH LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OFWERREORNTA SHOWN ONTHATCERTAIN MAP RECORDED IN BOOK 42 POINT ALONG MAPS, PAGES) 6COUNTY RECORDS; THENCE LEAVING SAID AIDS �OMMENC820MEOO�THEFEET; THENCE SAID WEST SAID SECTION 18 NOR 00 CONTINUED Preliminary Report PARCEL IV: - CONTINUED LINE SOUTH 90 DEG. 00' 00" EAST, 704:27 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE; THENCE LEAVING SAID POINT OF BEGINNING NORTH 09 DEG. 27' 14" EAST, 269.266FEET; THENCE NORTH 15' DEG. 00' 04" EAST, 391.45 FEET; THENCE NORTH 05 DEG. 32' 19" EAST, 187.07 FEET; THENCE NORTH 33 DEG. 13' 45" EAST, 143.71 FEET; THENCE NORTH 68 DEG. 49' 57". EAST, 201.63 FEET; THENCE NORTH 75 DEG. 48'47" EAST, 151.14 FEET; THENCE SOUTH 81 DEG. 37' 06" EAST, 235.74 FEET TO A. POINT IN THE NORTHEASTERLY LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 102 OF MAPS, AT.PAGE(S) 25, SAID NORTHEASTERLY LINE BEING LABELED NORTH 34 DEG.. 25' 58" WEST, 143.34 FEET ON SAID MAP. SAID POINT BEING THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. ILI, AUG - 5 2003 Chico, California , F [16" IQTAI K F6T,4Q 'S , 0-75 C-NA51-FY GT J-6-1 4 3-4 PAPA ID /,b JE- ) C A I q!N4 2X& MINDWOOD OR COMPOSITE DECKING OVER 2X6" FLOOft JOI6T8, 16" O.C. ql�_$TUCCO 11LA6TOMERIC 6TUCCO SYSTEM WITH "TYVEK" HOU69 WRAP OVIN 1/2" PLYWOOD SHEATHING NiN 2X4 STUD WALLS AT 11117W 10-14 MATT WdL111 A*Q^t] r. ON 1/2" GYP ISOARD 1. PROVI% 3XqLOCKING AT ALL PANEL EDGES MERE NAIL SPACING IS LESS AN 6 OC. 2- PROVIDE 3X STUD MIN AT ALL PLYWOOD EDGES *CRE NAIL SPACING IS LESS THAN a CSC OR PLYWOOD IS APPLIED To 130TH SIDES. 3. W 401% PLYWOOPA L PA11, APr&D TO BOTH SIDES Off' WALL. STAGGER VERTICAL GAIL AND NC 4. PROVIDE 3x PMF MUD SILL AND 3x BOTTOM PLATE MERE NAIL SPACING IS LESS THAN G" OC 5. PROVIDE DOUBLE 2x KING STUDS AT ALL HOLDO!"' S U.N.O. MAMMIM wmn qPAMNn M IA" nM rVMTro 7 bar I Vaml Tov ehT* waII mount Exhautt Fs'm ........... TV Jack ... .. ..... .... To lophome Jack 4" I ql�_$TUCCO 11LA6TOMERIC 6TUCCO SYSTEM WITH "TYVEK" HOU69 WRAP OVIN 1/2" PLYWOOD SHEATHING NiN 2X4 STUD WALLS AT 11117W 10-14 MATT WdL111 A*Q^t] r. ON 1/2" GYP ISOARD 1. PROVI% 3XqLOCKING AT ALL PANEL EDGES MERE NAIL SPACING IS LESS AN 6 OC. 2- PROVIDE 3X STUD MIN AT ALL PLYWOOD EDGES *CRE NAIL SPACING IS LESS THAN a CSC OR PLYWOOD IS APPLIED To 130TH SIDES. 3. W 401% PLYWOOPA L PA11, APr&D TO BOTH SIDES Off' WALL. STAGGER VERTICAL GAIL AND NC 4. PROVIDE 3x PMF MUD SILL AND 3x BOTTOM PLATE MERE NAIL SPACING IS LESS THAN G" OC 5. PROVIDE DOUBLE 2x KING STUDS AT ALL HOLDO!"' S U.N.O. MAMMIM wmn qPAMNn M IA" nM rVMTro 7 N bar I Vaml Tov ehT* waII mount Exhautt Fs'm TV Jack ... .. ..... .... To lophome Jack 4" I -- 1.1.b --------- utlet d ...... utlet v ..... out I et of I w"Oke detector 11!� ..... ..... switch �3 aw I tch 3 wav N i 1 9 al Notes: Those plans are not int+etnded to show they method and meant or execution of the work which is the responalbiittg of the General Contractor. All contractors shall bid a!arw;I perform their work according to plan and to noting that owner/�"�eernaeraal Contractor of art poseillas conflict between aN portion of that plans or spaarc#flcaationas, It ias the raresponsibilitg of the General Contractor to review and famillarf o himself with the drawings and site conditions prior to starting construction. All now construction shell be governed bg aapplicablae codes and ordinaancees of the ounttj of Lake, 11% "i USC, and it shall be than raaasponsibilitag of the General Contractor to oneurele full compliance, All dirr;eensions are to the face of framing unless noted. ..i a _.,. aptiona Foundation: Provide minimum two (2), 04 (1/2") robar placed horizontal in the foundation (one ta'.,3p and bottom) spaced d maax, of la" o.c.. If stem waail exceeds 24°" in height, providle verticaal w4 robar ,at max 18" o.c. - Foundation bolts are to be ruin /8" diameter, and min. of 2 per board, located min. 4-3/P-- -3/Paand andmox. 12" from ends, max. o.c. with min 1" embedment in concrato with tight nut and Wx /16" plate washer, install as cav mrsto omaso4 electrode (UPER) ground at ewvico panel, consisting of 20' of 04 copper or e4 robai r. Reinforcement nt in slabs shall be support a",.in 2" doblaee (3" for 6" slabs, ru Provide min. 18"44" under floor scco" within 20of required plumbing clean uout and v n+,r: with rain of i sf/l sf of floor area. i Provide unobstructed aattic &coo" min 22"X30°" with A minimum Of 0" clear headroom and ` attic vents with I sf/160ef at eaves or I of/3000 when % of vents are 3' above the eaavt; 0, Provide omer9on0V/0#oapo windowe to the outside in all sleeping rooms, minimum 5A sq ft (021 64:1 In) of open area, aa, minimum 20" clear width, 24" clear height. Finished sill height to � bo max, 44" above finished floor. i Provka dralal,J,s min " with openings spaced sea that a sphere 4" in diaamaeter cannot ; Paso 0* i I Install as self clostrig door at thee edit o, min. 1-3/8" thick solid wood or 20 min labeled e or, Provide a Ono hour 0044p paaraatlon which mag consist of one lager of 5/8" F Two X shoot rock on side from floor to colllr , if shostrock;ed, or roof ehaaathinq. � Wall 1wacine 4 Alternate l rood swell parols --renin. width 2'8", or approved prefabricated wood ahear r<wall or a wail aroginsored bg a registered Civil Engineer. Provk level lendin a at aexterior eexit doors, the same width as the does' ope+nlnca and as i minimums of " in the direction of traavol, and when tr does not swing over the laanding, max, " below intorlor floor level, socurts al appiiancass in plc . Strap water heaters top 4 bottom, install pressure and temperature relief valve with drain to o4taide of the building, or other approved location, tormiratint betwdi on 6" 4 24" above the ground. Elevate device* in garcaap- l,e of flame, spark or glow as minimum or is" above floor. provleAo back flue prevention devices on all hose b1bs. El actri ca Id pr.r>vIr,jo minimum of two (2) 20 amp smaaii appItAnas circuits for kitchen and dining area. Provide as sop&oto 20 amp +clroult for the gorbago disposal anid dishwasher with the outlet laab loo" Provide additional dodlo4ted 20 Amp olroults for the laaauna r er ,and bathrooms, The first switch-operatoci light fixtures in the k I n, and each room with e tub or shower l e to prowl mitt. 4 lu ne! tt. (hour scaaent, metal halide or high pressure sodium.). aathroom floureeaecaent mag to substltu d 1691.:usingl 4 fl eesc nt fixture in as utllitag room, a'3 Ia unclrg morn or a t all pormamntig mounted ex for lighting is flouroocont or all extaerior fixtur#6 are equipped with motion sensors. All k1tchon counter top outlets to be GFC] protected, Provider outlets at all counter tops 12'" or more in lorrgth, mex. 2' from sends and max. 4' o.c. Provided GFC1 and weather proof protection for ail eexteerior Outlets (min. two), prov/ldm GFCI protection for outl is wlthin 6' of &Kj.� sank., and AN accessible or and lcaat l rocer,rtaac#os in the offeele. I Install smoke dot tars, eiecotricalig wiraied with bat:tor backup, audible in ail' rooms used For I sl+eea> ing purposes, Thog shall be installed in l".. od'ooms, caontralitg located in the corridor or 4rriaraa ivin cams to each separate alae ing aarisata, on each storg roar the staairwa�g, In the b rat and where the calling of arod m Gaff a haaliwaa� serving the ta�drr>orn Is j more than 24" highor then the hallwag coling. i efeetV glaring Is required in parols within as 24" aarc of as door, or parole lb aq ft in area that are within is" of the floor. $aat" glazing is also required in tub onclosuraes when the bottom or the gleln is within 60" of that tub or shower flexor. It is also required for Maes in j walls that enclose staalrwa landings, or within 5' of bottom and top of staalrwaag where the bottom 0000 Of the glass is Is" than 11ei above the waeiking surraacae. n Site w`ot6 Provide 1/4" por foot slope for min. 4' aawaag from structures to amain surface euaat r. provide (v"" min clearance between exterior wood finishes and earth fill Including flinish grade. � n rg Not .Ir i Soo Titio 24 Erorgg oocumentatiom for project onorgg notes and compliancee, � Ouilcllrrg envelope $haall be sealed, caulked, geskoteed and/or weathorotripped to I imit air � loaak. 4 e. Provide soalaintG /car caulking at upon ,Joints, penetrations and other opaeenl Provide exterior doors with seal at heaiad and sill. pully weatherstrip decors and wirovlows b twoon conditioned and unconditioned space, goo' N w l i I ! 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