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HomeMy WebLinkAbout040-610-004_-__.. ow - D J/o - & /0 - oOf 040-610-004 01 YBANEZ, KAY INALE 1446 HEARNOW LANE, D RF M CONTR:OWNER — NSP/3 BDRM/313ATH 040-610-004 06-0754 DANEZ, LOUIS 1446 HEARNOW, DURHAM Cont: ADONIS POOLS POOL (MSTR 0 1 -507) +s NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE .Important. Read the instructtons onpages 1. - 7. SECTION A- PROPERTY OWNER INFORMATION "Kay Ybanez (Indudirg Apt. Unit, Suitt;. and/or. Bldg. -No;) OR P.O. ROUTE ANG 30X NO. lJ-rn,o. IYU. JVoI-uu/ I Expires July 31, 2002 Durham h,( ( P j8- . &.j.8�d Black Numbers. Tax Psr 'Nprnber,-Lega1 DesciipGon. er.c:l BUILDING-MEsted iitrIRa U&lt a1, Non-residential, Addition, accessory; etc:.Use:a Comrhents area. if necessary.) 1ATITUQE1LONGfjUQE1:(PFTO JA.t.) HOPED TAL DA UM::.. SOURCR LI. K (Type7 or ' #-,AWOAn I_I NAD 1927 [�I NAD 1983 }_J US.GS i quad tdap I ,_i Otter. SECTION B - FLOOD INS(JRANCE RATE MAP (FIRM) INFORMATION 15.1. Mir WMMUN1.1 T P AMM Ci UUMMUNI I T NUMtst;K tri: WUKFY NAME 83, STATE I BUTTE COUNTY UNINC 060017 BUTTE CA . AIV : PANEL. SUFFIXTAPRIL20,2000 86. FIRM 1 87. FIRR1 PANEL . 88, F.1 -50D B9. _ FLOOD ATION(s) NUMBER DATE EFFECTIVE�VIED DATE ZONI . (S) (ZoreAd, use deptti.of,ftlsod�ng) 0600700520: C JUNE 8,199 8 AE 166.8 $10. IndiCAte the source of the. Base -Rood Elevation (8FE): data or base flood depth entered in 89. FIS. Prafiie. AXI FIRM 1_I Community Determined L-1.Other.(Cescribe): 1317. Indicate. the sReyatiori daturrt used for. the BFE. i6B9: I Xj NGVD 1,92$ 1_I VAVD 19.88 I_ 1 Other (Des: tii~e): B'12. Is the building located.in a Coastal Barrier Rasources-System (CPRS) tma or Otherwise Protec,ed Area. (DPA)? I_j Yes LXI Na gesignation Date:' SECTION C BUILDING ELEVAT16N INFORMATION (SURVEY REQUIRED) C1. Building eft zaGijns aPa based on: I_ICortstruction Draviings' (—RPuilding Under Construction' jXlFinished Corstruc°ion 'A 66w.Eie"- Hon.C&tificate will. be required when construction of.the building is complete. G2,guilding Diagrari.Number 2 (Select the. building diagram most similar to. Lha ouilding'for which this cerci scats is being completed = see pages 6 And 7. ..If no.,diagram accurately represents th'6,t uilding..provida asketch or photograph.) C3, Elbvation5--ZoresA17A30, AE, AH, A (with BFE), VEE Vi -V30, V.(with BFE), AR. ARIA, ARAE; AWA1-A30, AR1AH;.AR1,40 Caitipfi3te,ftertts 03.4 :4 beI W'acco�di69 to.fFte building'diagram sFeCified in item C2. Stote the daiurrt .used. If.tf+e datum is d'i{<erent from tate datum used for the BFE in Section 8, convert the datum'16 that used fids the BFE..Show field-meastirements and datum conversion catcufetiQn. Use the space provided or the Comrlents.area of, Soct on D or Section U, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevatioh neferBnce mark tiled_ RM 59Does the elevation r. ence mark used appear on No O a);Top of bottorn flocr.(including basement or enclosure) 164 2 `<.(rrl) Q. D ti) Top erndzt Higher floor 169.2 ft.(m) G) 09ttetil Of IoWcct-horizontal atruclurol mornber (\/.zprira= only) u d} Attached garage (top of slab) r 165 �® El e) LoWest elavatbn of machinery and/or equipment W ` No. 6077 servicing the buttding (Describe in a Comments area.) � ( � . �� 0 f) t_owesteot cant (finished) grads (LAG.) t'�6' _ E! g) Highest adjac'ent (finished) grade (HAG) i. +j. h) No. of permanent openings (flood vents) within 1:ft. above ad)acenigrads 3 ���' ®� 7. R LZ i}Total area o` all permanent openings (flood vents)'in C3.§ee comrrANSq. cm) SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICAi110N This certification is to ►be signed and sealed by a land Surveyor, engineer, or architect authorizedby lea to cerrfy elevat'icn information. teerttfy Mat the information in Sections A, B, and C on this certificate represents my best etirorts to interpret the data avaiiable. l understend that anyfalse.stalamentrijaybe punishable by fine or imprionmerrt under 18 U.S. Code, Section 1001. IFII_RS.NARt AMBERT O. LOWS LICENSE NMigER RCE 59077 TITIN CIVIL ENGINEER COMPANY WAENORTHSTAR ENGINEERING— ADDRESS' NGIRDD 20 DECLAiATION DRIVE CH CI OA4i` ff9�?DE 4-116-0? 15301139) 1600 FFAdo enrm R!_Zi .q 11 nn C%G RF\lFpCp C!r1G Gr%D r nUTIKII (ATRIA( C.Of A/=C 1.1 l t3nr%nn1 « enirinacr- e � F""'-iMPORTANT: In these spaces, copy the corresponding information from Section Bldg. Durham CA SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy bd ft sides of this Elevation Certificate for (1) community official: (2) insurance agentfoompany, and (3) building owner- OOMNI ... . - TBM: Rebar near east side of building location. Elev. = 164.44 c3i- House: 29 vents 13.2 x 5.4" total of 2,067 in^2 and 2 vents 21.6" x 14.4" total'of 622 in^2 ota vents aroundhouse = 2,689 in ouse area = C3i Attached garage: 0 vents SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT 8FE) For Zone AO and Zone A (without BFE), complete Items E1. through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or- OMR-F, Sectlon C must be comptebed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed– see pages 6 and 7..If. no diagram:accurately represents the building, provide a sketch orphotograph.) E2_ The top.of the bottom fioor`(induding basement or andosure) of the building i5 (_{_1 ft.(rn) l_(_(in.(cm) (_( above or l_) below (check one) the bighest adjacent grade..(Use naturai'grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 7), the next'higher floor or elevated floor (elevation. b) of -he building is (!(_( fQrri) (_1—(in-(cm) above the highest adjacentgrade. Complete Items C3:h and C3.i on front of form. E4. ForZone AO anty. If no flood depth number is available, lsilhe:top of the bottom floor elevated in accordance With the communitys ftoodplain_managefnent ordinance?. J-1 Yes 1 -1 -No j_) Unknown. The local official must certify this information in.Section G. SECTION F-.PROPERTY.OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The. property owner or owner's authorlied representative who completes Si:ctions A. S. C (Items C3.h and C3.1 only), and E for Zone A (withotit a FEMA issued orcor' mmunity-issued SFE) or Zone AO must sign here. The•stafements in Sections A, S. C, and E are correct to the best ofmyknomledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE`S NAME ADDRES5 CITY STATE ZIP COPE .51_GW5WrURE DATE TEL PRONE COMMENTS (-i Check here if attachments SECTION. G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this. -Elevation Certificate. Complete the applicable item(s) and sign below. G . #_( The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments -area below.) GZ. 1__E A communirf official completed Section E for a building located In Zone A (without a FEMA -issued or Community -issued 8FE) or Zone AO. G3. (__( The foilowing information (Items G4-Gg) is provided for community flcodplain management purposes. G7. This permit has been issued for'- I^l New Construction i-( Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the. building is: - ft.(m) Datum: Gg_ 8FE or ('in Zane AO) depth of flooding at ttie,building site is: ft.(m)Datum: LOCALOFFICIAUS NAM5 TITLE COMMUNITY NAME TELEPHONE SIGNATUP.E DATE COMMENTS Check here if attachments nr,�• r-_— n• o 11 1, nn ---' --- . • --- •'- -- -.. BUTTE COUNTY ° �v T T� o DEPARTMENT OF DEVELOPMENT SERVICES o ° BUILDING PERMIT 024 _ ° 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) o - o OFFICE M (5313) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect. License Class: License Number:�Y!/ Date: & ntractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure' is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or bmproves.'thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of. sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves therepn„ and who contracts for such projects with a contractors) licensed' pursuant to the Contractors' State License Law.). ❑ 1 am Exempt underArticle 3 of the Business and Professions Code Dale: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally 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. I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number.are: Carrier: Policy I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: ailure to s e workers' compensallon coverage is unlawful, and shall subje an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section .3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance or the work for which this permit is issued (Sec 3097 Civ.) PERMIT NO. BP060754 Issued Date: 04/14/2006 APN: 040-610-004-000 Site Address: 1446 HEARNOW LN DUR Map Index: Description: GUNITE POOL: MASTER# 01-507 Owner: YBANEZ KAY L ETAL 1446 HEARNOW LN DURHAM, CA 95938-9403 Applicant: ADONIS POOLS 12 PHEASANT RUN COURT CHICO, CA 95973 530=891-1197 Contractor: ADONIS POOLS 12 PHEASANT RUN COURT CHICO, CA 95973 530-891-1197 License M 266839 Architect:. Engineer: Total Square Ft: Valuation: Census Code: 0 S. F. $0.00 This permit Is h eb ' sued under the applicable provisions of the Butte County Code and/or Resolutions to ork indicated above for which fees have been paid. By. Date: PERMIT EXPIRES ' Address: Irl / - \ ) (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safely Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to bu'lding construction. I acknowledge it is unlawful to alter the substance of an orm or do ent of Butte County. I hereby authorize representatives of Butte ounly to en/()�r�uppon t e ve mentioned property for Inspection purpose Print Name: 1 ' �i / � „C�� Signature: Dale: W.2 0 Owner 0 Contractor 0 Agent for Owner Agent for Contractor I, 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION ARCHITECT N INE OWNER Name A 5 Address PeaP City �ui1 Fax -6q2• _ 3S-7 Z State Zip 'g T3f Phone ly Fax E-mail Date Approved: ARCHITECT N INE CONTRACTOR Name Ad A 5 Address,42 ��,� Wa �/ City co Fax -6q2• _ 3S-7 Z State ��l //77 Zip Phone �/ ` Lot # Fax E-mail Date Approved: Lir- # Gas J� ARCHITECT N INE Name L L BAC, F� M A -M Address , 3 (CL, --7 GAcgjjEqc,>: L pjE City Gir� 1 C v State CA I Z"9E> Phone j4I & Fax -6q2• _ 3S-7 Z E-mail state license Number APPUCANT NAME Name &DO M iS Poo t,S Address , Z p;� cA��>v-r P_ Uu J C City c o i C o State CA I Zip cl 69-1 Phone ,�q t_ 1191 Fax $ ej l + )Gt g E-mail For office use Zoning I A -It) I Flood Zone JAE I SRA Yes o Occ. I Type Const Subdivision Name Map Book Page Lot # _--,fPlanner Date Approved: UVEK FOR SUBMITTAL REQUIREMENTS P r PERMIT NO. BP 07Jr BIN # LOCATION 41 Property Address` 41441 Cross street WORKER'S COMPENSATION Policy Number 00 (b 01 L4 -2— Card" Carder S TA -CC COMP 1WS. FUND Nhftg anyone other than Ikense contractor, a cer0cate of worker's compensation must be shown at the tone of permit issuance. LENDING AGENCY Name Address ascription or Scope of Work: ,Su t M M I W 6, Pocx— Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refimds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: K.6. Amount: Co 7. � 2 Bldg SRA Receipt # lj () $ Sheriff e heck # qq0 SMTP I I Date: 9-3,06 1 q G 7. q2 Total 11 P CX0M 5� 1. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION . ° ►' 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER 040 lU l.) W4 Sw r K /(-Jk Co Proposed Building Use: Permit Technician: � Date: Ite s required in order to apply for alpermit. AI boxes MUST be checked OR marked NA in order to apply. �J 1. Site plansU3 or ets, signed by the preparer of the plans. 2. Complete plan , 3 r 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Find plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. -+ For R1 Cquilet' m+ �❑ 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required........................................................................ ❑ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 0 20. City of Chico Plumbing permit.......................:................................................ ❑' 21. Site plan and business license approval from the City of Biggs .............................. 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. -Ne23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check:.......... . heck:........... ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ r" ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form ............................................... "'��............................ ......... .... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction........................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: L tt nn When issued Telephone Aden iS PO01� $a i' 1 wl�" and hold for pickup. J I have been informed of the above items and requirements for obtaining a building permit. Applicant: t Date: 1. Index permit application for the above' umb . Plan Check Letter 2. Additional items required Contractor, designer, owner, was advi a a by C3❑, phone, mail, ❑ counter, by Date: Contractor, designer, owner, was advi ed of the above data by ❑ phsone, ' email, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by "� i I Date: ! i en Plans reviewed by: Date:Plans approved by: %-Date: Structural reviewed by: Date: Structural approved by: Date: (a Note transfer by: Date: Yellow: Building Division KBuilding/Plan Check/Data Sheets/data sheet page 2 9.27.05 1 �� 1=.M. USE ONLY Plot Plan Attached Floor Plan Attached Sent to 8D/DS / TO: Building Division = Development Services FROM: Environmental -Health SUBJECT: Sanitation Clearance ' �,� L) He -C4 r n V t -V Owner Location AP# Plan Approved for: Sewage Disposal: X Water Supply: Public Private Well k Clearance for dwelling. Other 1n W An l Hold final for: Final clearance O.K. for: NOTE: /-) Ma- E-fivironmental Health Specialist Building Clearance 9/2005 2416 GB Date I.% County Department of-Developxne.nt SemCeS �`3. 'Foo .Butte 7 County Center Drive o 1G` Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES 1 request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, . Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic andlor well to Butte County Environmental Health inunediately. a I ant required to bring the approved Environmental Health site plan and app•oved sanitation clearance to the Building Division as soon as clearance is obtained. 0 I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). a Please print: d Qi7! i A Applicant Name:yi6a17 e 7— LV Building site address: / �Tl� / � � /)o APN: 10"f®r6lLl 60?5 Permit No.: - I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIG PL CANT DATE � O r � art�ment Of Public s '?� �'%° .0 o u s t y o f B u t t i• �, •';,.• ✓ •� • a LAND DEVELOPMENT DIVISION ;i:: 9 ). Michael CiUnp, Director Storm Water Management Program -n ® 7 County Center Drive Oroville. CA 95965 (530) 538-7266 �'C/pLIC vV���s (FAX) 538-7171 NationalPollutant Discharge Elimination System (NPDES)Phase l Construction Storm Water Permit and Storm Water Pollution Prevention Pian (sWPPP) Acknowledgement BLESS �HAhd 9 ACRE1 Project Description: Project Location andlor Parcel Number: � ';J11 o C By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain of less than one acre but when combined with subsequent phases total more multiple site build -outs than one acre disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am, aware that submitting false andlor inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project.* that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title - Date: Septic Permit Review: Well Permit Review: Land Development Review: a Map Permit Clearance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes. . Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes Date of Recording: Lot: Block: Book: I Page:� Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/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 EHD requirements. ❑ Other General Comments: _ 1 NZV% PVz-' �sZT`1 U V g r S u s mi i G l ,N) &ep-E� 1�Gs t G-�1 C -FL, L, i LLtlC'14 -ri l-� APPROVED ❑ ❑ NOITIONALLY APPROVED :..... RESOLVE PROBLEMS PRIOR TO - APPROVAL PERMIT CLEARANCE •• Permit #: " O31 �j Date: GeneralM Ormadon Owners Name: Owners Address: ��`{ Building Site Addres - ProvertY Inlormation `DA17ES AP#• ��'I.V • b �0 - .�� L Parcel Acreage: LQ Permit Type: ❑ Agriculture Balding ❑ Commercial ❑ Industrial ❑ Mobile Home - SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ well ❑ Other Zone District: A —)© Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: Parcel Ts In: Land Conservation Agreement .@j No ❑ Yes, check use Minimum Acreage: _ Nitrate Action Plan ® No ❑ Yes Violation Area n No ❑ Yes Specific Plan ❑ No ® Yes ❑ Chico D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use (d t Floodplain ❑ No Yes Zone: A � Panel Number: ❑ Watershed Protection Zone No Yes Proposed Use Complies With- 9 General Plan ® Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Tndustrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Orairage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other Other Z:rirg Ccde Street & Hi hways Fre Prevention Subdivision Ma Front t— Side O Side, street O CL Rear O }!eicht NOTES s RESIDENTIAL (040-610-004 01-0315 �YBANEZ,KAY 144614EARNOW LANE, DURHAM i CONTR: OWNER ATH P i' IV NSF/ 3 BDRM/3 B OFFICE COPY C Address GAS nn I Meter By Dal//e, td ELECTRIC ELECTRIC Meter By Date r �jG✓l�l� ✓1 ( S L r c-�i�L lri I' - SPECIAL CONDITIONS } CHECKED r� BY SRA k` FLOOD CERTIFICATE REQ. ' SPE r^` -OFFICE COPY I l VEF: Address f g._ USE: ` GAS ,4 1 SUE Meter By Date - ELECTRIC i �r Meter By _Date�,� dr, L JOB FINALED (Date) p / Signature �l 0 `a ✓ = OK 0'= Not OK = Not Applicable = Not Ready r MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements-Setbacks-Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location-Test-Fall-C/O-Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location-Test-Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete Carports; Windows -Doors 6. Gas; Location-Test-Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG Electric 7. Well Clearance 8 Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector 1. 4. Electricity; MH Test-Crossovers-Breakers-Clearances 2. 5. Drain; MH Test-Fall-Flex Connector 3. 6. Water; MH Test-Regulator-Connector 4. 7. Water and Sewer Connected-C/O to Grade-HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs-Type-Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche 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 FINAL (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- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 N1 ✓ = No G` OK 0 =Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) )ate Un erfloor (Plans) OK except #'s Date FRAMING (Continued) 1. Zo-Setbacks-Easements-Flood-Slope i angers•Post Caps -Anchors -Connectors 2. ain; Soils-Elec. Gr' / Depth Cling. Joist-,Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 3. g. arage; Soils-Steel-Elec. Grnd.-/ r' Ftg. Depth F' eplace Ties or Type A Flue -Fireplace Throat Clearance 4. :, Porches & Decks; Soils -Steel-/ r' Ftg. Depth ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. -walls, Main; Steel-Blockouts-Wrapped drm. Windows or Exiting Dobrs-Sill Ht. & Dimensions mwalls, Garage; Steel-Blockouts-Wrapped V/arage Fire Protection Framing f3 ' Hold Dow nd Special Anchors Vxioperty Line Firewall & Openings 7. Slab, eel -Wrapped x . Doors -One 3' -Check Garage 3rd Story, 2 Exits Ff -Fir place Ftg.-Steel i 4. fairs; Width -Headroom -Rise -Run -Landing -Fire Protection V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Plywogon Roof Overhang -Attic Vents -Rafter Outriggers OF as Pipe; Size Anchors - Yard Gas Piping; Size Test Si g -Nailing Veneer 11 at Pipe; Test -Anchors -Regulator -Service Test I§tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 124sElectric Underground 13. Ple s & Ducts; Clearance-Material-Suppbrt-Ins. 1 ers-Sills-Anchor Bolts-Joists-Vents-Crippies 1 Access & Ventilation 16. Insulation Date r' Card B-1 Date Card B-1 Date Ca 6-- Date Card B-1 Date,PLUMBING (Permit) OK except #'s er Htr.; Vent -Access -Combustion Air Ba ater Pipe; Test & Anchor -Nail Protectio D. .; Test Fittings & An or -Nail r ec rO t, . Shower Pan; Test, First Floor -Tub Access 21. 7st Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Frxture & Transformer Clearance -Ins. Protection e c. Receptacles Spacing -Lights & Switches at Doors t ` e Boxes & No. of Conductors Stapled , omex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas &Water Mf Appliance Circuits in Kitchen & Conductor Size GFI 24",Subfeed Wire Siz / ga. Cu o AI- .C. Wire Size / / ga Cu or At c Range Circ ? / g CN or AI -Oven Circ. / / ga Cu or Al sulated Neutral s ❑ No 30( ervice-Riser Conductors & Ground Main Disconnect Se E uip. Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light Smoke Detector Dat It,, d Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date WEQHANICAL (Permit) OK except #'s Se C Ducts Insulation & Support eW Fan, Exhaust above insulation o densate Drain & Overflow, Size & Grade urnace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic 1 -1 Date Card B-1 - Date 7, � , o/ /2) hard B i Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s VAI Sills Proper Materials & Anchors ,a , alls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders &Floor Nailing raft Stop in Walls (rat proof) JZ Ay e Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Area -Glass Protection -Skylights -Plastic 45,01 K; hear Walls; Nailing -Bolts :LTj,aI etW 69 -Race Interior/Exterior Wall Panels Q/ Insulation -Walls -Ceilings 62. Infiltration- Walls -Windows Date �, � .Vl 17card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 8-7Srpoke Detector Furnace Vents -clearance -Comb, Air-Connector- ly6arage; Above Floor-Ducts-Mech. Protection Bedroom Exiting G..I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels 9 Stairs & Rails Fireplace or Stove, Clearance -Hearth 7�ec. Outlets at Wood Panel, Int. & Ext." Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 3 EI . Outlets & Receptacles at Kit. Counter G ge Fire Door; Swing -Landing -Closure -KrA. uct in Garage -Damper ir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in gr Above Floor-Mech. Protection Ib lec. & Mech. Equip. Listed for Location c. Receptacles in Gara (F.F.I.)-Romex Protection nsulation-Foam-Lo in Attic 86. Gua -Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainase & Wood -Earth Clearance Looked under Floor h&lees 82. Following Insild./Drive — es J No/Walks es =�AIe/Planters J Yes Qj�t6 83. Stypc wn-Finish'Q, rn'O_,Z , ' A.0 nit Disconnect, Electrical -Plumbing is Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings a r ell, Disconnect, Electrical, Plumbing x rior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House 8 GI ss Protection orrections from Previous Inspections 91. est -Meters Tagged, Gas -Electric 1 r91�& Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates 9 Address Posted Date g 2,Z Card B-1to Card B-1 Date f Card B-1 ate Card B-1 Date Card B-1 Date Card B-1 Comments at Final: LOERKE INSULATION CO., INC. DESCRIPTION OF INSTALLATION 1. ROOF INSULATION CERTIFICATE Material Brand Name Thickness (inches) Thermal Resistance (R Value) 2. CEILING Batt or Blanket Type- Fibmrglass Batts Brand Name Johns Manville Thickness (inches)12•5O" Thermal Resistance (R Value) k5g Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weightfR sq.b. J Minimum Thickness � " �S �� inches. Manufacturers installed weight per square foot to achieve Thermal Resistance (R Value) 38 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3 5' A. b—/' 4. RAISED FLOOR Material Hiberghvs Batts Thickness (inches) L- y 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R Value) Brand Name Johns Manville Thermal Resistance (R Value) R Q Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficien%StandarVr resiglential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the ertificate compliance, where applicable. C.LA499150 LOERKE INSULATION CO., INC. emInstall! Subcontractor (Co. Name)r General GobMactor (Co. Name) Or Owner em Signature, Date Item FIs Signature, Date in , u ntractor Name) General Contractor (Co. ame) Or Owner installing Subcontractoo. ame r General Contractor (Co. Name) Or Owner NATIONAL FLOOD INSURANCE PROGRAM + ELEVATION CERTIFICATE Important: Read the instructions on pages i - 7. SECTION A - PROPERTY OWNER INFORMATION OWNER'S NA'Kay Ybanez :STREET ADDRESS (Including Apt., Unit, Suite, and/ar. B(dg. No.) OR P.O. ROUTE ANO 30X NO. Hearnow Lane Durham S87_ J v_rn"fl. rvv. ovor-vvr r Expires July 31, 2002 P E8C&t, b (r and Stock Nurn arts. Tax Parcei Number, Legal Description, etc:) $UILDING.0 es ed _,Repiclential, Non-residential, Addition, Accessory, etc. Use a Comments area, if egessary.) LAT 1TUQE(L0NGfrVOE' (OPTIONAL) HORIZONTAL DATUM: SOURCE: .L_ -I GPS (Type); #ff*Awp°) J_I W 1927 !_I NAD 1983 1.1 USGs Ouad flap J__J offer. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1: NFIP COMMUNITY NAME & COMMUNITY NUMBER B2: COUNTY NAME 83, STATE BUTTE COUNTY UNINC 060017 BUTTE CA AN 'PANE!. B5. SUFFIX 66. FIRM I D 87. FIRM PANEL B8,1`1_0013 SS E FLCOO VATtON(S) NUMBER DATE EFFECTIVEIRFVISED DATE ZONES) (Zone AO, use depai of:flooding) 0600700520 C APRIL 20, 2000 JUNE 8, 1998 AE 166.8 610. Indicate the source of the. Base Flood Elevation (SFE) data or base flood depth entered in B9. 1_1 F!S Prefile X J FIFZM I_J .Community"Determined J_( Other (Describe):._ .811. Indicate the elevation daturn used for the BFE, in B9: 1X1 NGVD 1929 I_I ,NAVD 1688 J_( Other (pe5critae): 1312. Is the buiidiilg located -in a Coastal Barrier Resources System (CBRS) are: the or Oririse Protected Area (OPA)? 1__J Yes IXI No Designation Date;: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I`IConstruction Drmiings' I—JBuildino Under Construction- jXJFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2.: Building Diagram Number 2 (Select the building diagram most similar to the building for which this certificate. is being completed - see pages 6.and T If no. -diagram accurately represents the ouilding. provide a sketch or photograph.) C3, Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V.(with 8FE), AR, ARIA, MAE, ARrA1-A30, AR/AH,..AWAQ ComplBfe items 03.a=i below according to.the building'diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section 13, convert the datum to that used for the SFE..Shmv field measurements and datum conversion 'calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum — Conversion/Cotments Elevation reference mark used RM 59 _— Does the elevation reference mark used appear on the F —I No 0 a) Top of bottom floor (including basement or enclosure) 164 2 V ,t.(r a D.b).Topof'nezthigher floor 169_ 2 f• a P) Dimorn oflowcct horizontal structural momber (V zgnasz only) _ , f. (m) � � yv 0��1 O d) Attached garage (top of slab)Z Q O e) Lowest. elevation of machinery and/or equipment � ¢ NO 59077 T servicing the building (Describe in a Comments area.) _ 166, 3 ft. on) 0) Q f) Lowest:adiacent (finished) grade (LAG) 165.6 _ ft,(m) EXP. 08.90-03 O g) Highest adjacent (finished) grade (1 TAG) 1 3 3 - tt:(m) C C;` 0 h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 1 fV1 ' C1 i) Total area -of all permanent openings (flood vents)'in C3:h�See Comte iAr (sq. crn) OF CAI'� SECTION D • SURVEYOR; ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, pr architect authorized by law to certify elevation information. 1 certify that. the fnfbrrnation rn Sections A, B, and C on this certificate represents my best efforts to irterpret t17a data available. I understand that -any fatse.s(atement maybe punishable by fine orimprisonment under 18 U.S. Code, Section 1001.__ CERTIFIER-5:wvklLICENSE N NigER RCE 59077 AMBERT O. LOWE TITLF COMPANY NANE NORTH STARENG CIVIL ENGINEER ADD . SSC c t ATE c ODE 20 DECLAETION DRIVE / CHICO CA SIC NATURE . 1 r / nrrc. FFRrta cr,r, Rl.ZS 530)893-1600 It 11 nn cr=y Rr_ur=pct POo rnnrTIKII raTrnnr oCor .re" -c Al r nnrsnrNrae r_nirin�e�. IMPORTANT: to thess� spaces, copy the cc'responding infoltnatvon from Section A.:_ForJnsurarosCor,>?patry;Ise:;.;°i;. BUILDING STREET ADDRESS (Includino Am, Unit, Suite. and/or Bldg, No.) OR P.O. ROUTE AND BOX NO. � I Popov NUmti�t:t:• t+x.� r :'z� r5�1 Durham CA 95938 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) 1 Copy bath sides of this Elevation Certificate for (1) community official. (2) insurance agenticompany, and (3) building o'rvner_ CCMMEN - TBM: Rebar near east side of building location. Elev. = 164.44 - c3i- House: 29 vents 13.2 x 5.4" total of 2,067 in^2 and 2 vents 21.6" x 14.4" total of 622 in^2 Total vents around house = 2,689 tohouse area = - C3i Attached garage: 0 vents I_1 Check here if attachments SECTION E . BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT SFE) For Zone AO and Zone A (without BFE), complete Items Et. through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMB -F, Section C must be completed. E1. Building Diagram Number_ (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or e=nclosure) of the building is 1-1-1 ft.(m) I—I—lin.(cm) 1-1 above or I�I below (check one) the highest adjacent grade. (Use natural -grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 1), thenext higher floor or elevated floor (elevation. b) of the building is 1_,1-1 tt.(m) 1-1—lin.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of farm. E4. Forgone AO only. If no flood depth number is available, is the.top of the bottom floor elevated in accordance With the community's floodplain management ordinance? 1_) Yes I_1 No I-1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A. S, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA -issued or community -issued SEE) or Zone AO must sign here. The statements in Sections P., S, C, and E are correct to the best otmy know/ed e. PROPOWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY TAI ZIP CODE iG AT RE DATE I El_ONE COMMENTS 1-1 Check here ii attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. !-1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source.and date of the elevation data in the Comments area below.) A community ofciat complctcd Section E for n buitding Iooctcd in Zone A (without a FENIA- isaued or community -issued SFE) or 1 Zone AO. 63.11 The following information (items G4 -G9) is provided for community flcodpiain management purposes PERMIT NUMBE 5 4 MI riSSuEo ' Ci6. 0.472CEkT1F[GAT5._0F_U<Ad��L'LM`CFJ - HiPANCY ISSUED G7. This permit has been issued for: 1__1 Nev,` Construction l-1 Substantia' improvement G8. Elevation of as -built lowest floor (including basement) of the building is: ft.(m) Datum: Gg. BFE or (in Zone AO) depth of flooding at the building site is: __ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here i` attachments uA r--..- n� o4 n 1. ^^ __ . _._- .. ___.. - .- .... • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 55965 - Telephone (530) 538-754 PERMIT NO. (Rev.12M(5) APPLICATION AND PERMIT` ASSESSOR PARCEL NUMBER 040-610-004 ZONING A-10 BUILDING PERMIT OWNER KAY YBANEZ TELEPHONE 891-7968 SO. FT. OCC. BUILDING VALUATION 3748 R-3 202 392.00 OWNER'S MAILING ADDRESS P.O. BOX 1190 DURHAM CA 95938 1151 U 20 718.00 N7TTRRA�CTTOR'S NAME CONTRACTOR'S 0 W LV lel\ TELEPHONE 473 C o 149.00 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace 1500 LENDER'S MAILING ADDRESS Total valuation $ 230,7 9.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1098.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 713.70 BUILDING ADDRESS AleA y � LN. DURHAM Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ G -70 Lor No. 4 SUBDIVISIONS NAME PARCEL MAP 122-56 PLUMBING PERMIT Fling Fee 20.00 Each Trap 151 7.0 USEOFSTRUCTURE SF ff Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM 2 1/2 RA'TT4 GT/1 C:AIR CAkAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15 QQ Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200,, OR LESS 23.0 2 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.PSING License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, And agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. XW____ Date �� Signat re ppl ca Own r ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zoo,, l 46.00 NG U NEW CONST. DWELLING OCCUP. 3.SQ F°: �, OR arS. ( ACC. S. M NONEW.R.I.. c @7.50 a OUTLET OWELER APP,,RATUCIR.S Ex. Occu OUTLET OR FIXTURES BAL Q I.50 FIXEOR Ex. Occup. OUTLETSAa .) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 214 -149 MECHANICAL PERMIT Filing Fee 20.00 Heating 9 3000 Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ R1 CONST. TYPE TOTAL FEE $ 2391.15 VN 9 HAZ. �- D. FEES IM FLOODCOF AE s PARC ` PD <� H �% ISSUE This permit is hereby is Lied under the applicable provisions of the tte C my de and/or Resolutions to do work 1ndi ed e f r w ch Wes have been paid. ate PERMIT EXPIRES ON..S.-B.D. (Da te FRec7eiptNo. CANARY -ASSESSOR • PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINGeDIVISION 7 COUNTY CENTER,DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET t OWNER: ' ASSESSOR PARCEL NUMBER: Proposed Buil4mg Use: Z�5� Building Inspector: ZI-r Date: —Q At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1 All items h e been submitted.-----------------------------------------------� ----- -- -- -------------- - � _ lot plans; signed by the preparer of plans. ---------- r�—�------------- sets, --- --- Complete plan3 sets, signed by the preparer of plans. ----- ---------- engineered pl , 3/ sets, with wet signature on plans. All engineering must be shown on plans. ------ En ----- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 4Z6. Energy Design Compliance and supporting documentation) -------------------------------------------------- E17. ^Statement of Intent for Non -Heated and uildmgs.---------------------------------------------------------- El ---------------------------------------------------.❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------- Manufactured Home data and installatiop instruc 'ons i luudin -- ;eD o Specifications -------------- ---- 31jF . Fees of $ - -- ------------------- ---------------------- - --- ------ �Impact fees as shown on the attached schedule.$f - ----aL�� - ------- ------------- 12. California Department of Forestry plan app r 1/fees. ------ ---------------------- / ------------- 3. lood elevation certificate. --- -------- ------- �- -_____________------ sanitation and plot plan approval 0 . Health Department. ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ------------------------ --------------------- o(il lanning approval for (A) Use: (B) Parking:Contact Land Development about tImprovements, ❑ Drainage, Legal Parcel. ----------------------- . Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020 re -inspection for required. Request to Building Inspector on contractor's license information. (Number, Name Style, Classification). ------------------------------------ ` J Workers' Compensation carrier and policy number. ------- ----------;-------------------------------------- '\j�' 3. Owner -Builder Verification (Given to owner ❑, Mailed.to owner 0) - ------- --=------1-------------------- 02,4. Letter of signature authorization. ----=----=- ------------------------------------------------ �U"u25. Recorded copy of Agricultural Acknowledgment Statement.------------------------------=-_________`__________ ❑26. Letter of intent on building use. -------- —=-----------------=------------------------------------------------------ El 27. -------------- ❑27. Manufactured Home utility clearance.--- --`-=------------"------------------------------------_`---------------- 028. Existing violations and/or expired permits. ------- ---------------------------------------------- 029. 0433, ❑Grant Deed, ElM.H. Title a Check to H.C.D $ t .--------------- Q30.Other.J5 T W) _____-- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at office. ❑ Deliver with inspector. S T/Lc t.� _ /ZDV ��Tv1/ 3�2 �o/ p tZpplicant: Wfiu ! Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: 1` Date: By: .x— h, (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer;l,:�wner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Build' g Di 'si counter,by Date - Plans reviewed by: Date: Plans approved by: coDate: Sets of plans on hold in 0 Plan Cabinet, 0 A.P. folder. Note transfer by: Date: .Q r 0• Building Departm nt FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. US ONLY Plot Plan Attache.- Roar ttachedFloor Plan Attached Sant 01 -0-b �cs IA&,Cf . t�- . 4&2kIIA! 4�L- 142�� 0,46? -101,6� - Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: ce O.K. for: NOTE: Environmental Health Specialist 8/96 6)II(Ildl Date 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. # tO �1 v 614L M)f PROPOSED BUILDING USE �� DATE 4W 4 / f 517 1 0 7 RECEIPT It DATE REC. BUILDING PERMIT FEES '0 --Balance Due .................. :..................................... $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee.......�......................... $ SCHOOL DISTRICT FEES (paid at District Office) _ SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $� Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ -x-=$ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. x11 RECREATION DISTRICT FEES A04V 111 >i ?4� F A44 ^0 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division)O 8. WATER TENDER FEES (Battalion # / ) _30 Z!)l $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 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. APPLICANT DATE0. Pursuant to Government Code Section 66020, u 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 - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) �_ N BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District (� , )� ALJ Building Department No. A.P. Number 7L./ Jurisdiction: City County Property Owner/% Q�,► Property Location/Address Subdivision Lot No. .................................................................................................................. Residential Development € Sq. Footage / '7 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): i................................................................................................................... CommerciaUlndustrial _. New '� r - . "Addition' Sq,.,Fo-ot_age�- - - ' (Including Exterior Roofed Areas) moor rians reviewea oy acnooi uisinci rersonneit District Identfication No. & // 7 ,=0 -AO-41-11 Date School District certifies that KA y Y6A-n4 Z., (Applicant) ARNo LJ (Street Address) (Phone Number) C A95q , Sr (City) (State) (Zip Code) / has complied with the requirements of Resolution No. Ob 4 by payment of $ 16 0 0 representing 3ILI O square feet. AB 2926 $ FULL MITIGATION $ School District 'Representative Date Paid by Check # Remarks: 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 66020(a), 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 District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEGA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm �[ µ „7�1: gra h+e? P"h'i'%J"l'+`.�..� rv1wk �;; t� y £irrtril�'-%f;n.'-t`!ya• �!p`'F'"ti�0!"l ` BrUTTE COUNTY PARK FACILITY PEE PAYMENT CERTIFICATION FORM j ' DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): m F Property Owner (s): U Project Location/Address: Subdivison Name: Assessable Square Footage:�� Type of Residential Development (check one): New Development ❑ Alteration/Addition Mobile Home (s) Non -Residential to Residential Comments:ti;. f n� `T ba_n(z 91/_ 79G8 Applicant Name Applicant Phone Number / /'2 rzl'; � t// C� 3 -Ae�' 0/l/ ` Bui ding Divisi n Repr sentative Date Durham Recreation and Park District (DRPD) certifies that . 0. 13sy- l I Street Address !t �urha.m �� X59 3�S City State Zip Code has.ctomplied with the requirement th Butte County Board -of Supervisors Resolution No: 93 - 114 by payment for 37` f square feet at $ 1.04 per square foot for a total payment of$�S1T DRPD Representative PAID BY CHECK 05' BANK No.: w - 350q PAID BY CASH: RECEIPT No.: 1314 jq Remarks: f �`` • 3/;6 0 Date DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTEZO. BUILDING DIVISION OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until ' this verification is received. 1. I personally plan t provide the dor labor and materials for construction of the proposed property ' nt : YES 19. , . NO O '2.'1 HAVE HAVE NOT E3 signed an application for a building permit for the proposed work. 3. I have contracted with the following person. (firm) to.pmy'd the proposed construction: NAME: wd .•.,. ADDRESS: CITY:. . PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired -the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY:• PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work -but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK 0<DATE: I / /o/ NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our gfrlee before we are permitted to Issue the permit. OVER OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propetty improvements specified. For your protection, you should be aware that as "owner-buildee, you are the responsible party ofrecord on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being perforated 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. Comractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. ; Ifyor� pled to Oyour own'worlc, with the exception ofvarious trades that you plan to suticontrac%you should be awam of the following information for your benefit and protection. . ♦ If you employ or othawise engage any persons other than your immediate family, and the work (inchtding materials and other costs) is 5300 or more for the entim.project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, �ClJ`_, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 198.10 of the Call(ornla Health and Safety Coda OVER I AND WHEN 'RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded I REC FEE 7.00 Official Records I CONFORM County Of I PENALTY 3.00 BUTTE I l C� CANDACE J. GRUBBS Recorder ROSEMARY DICKSON I nt I 01:24PM113aFeb-2001 I PagelI of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENNTT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date �. / �j J O PROPERTY OWNERS: State of California County of On K1>f-UAVQ kSxZL'D I before me, .\ Ay t acs , V's Z) Pu�3L1 personally appeared - ersonally (mown to we (or proved to me on the basis of satisfactory evidence) to be the personWwhose namewdare subscribed to the within instrument and acknowledged to me that he g"ey executed the same in his /t eir authorized capacity(its),_and that by his/ I�e ltheir signature(�on the instrument, the person6)-or the entity upon behalf of which the person(o�Lacted, executed the instrument. �� WITNESS my Lnd and otfiiciallseal. Signatui A.P. # 1�. ' INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIV SION, O OVILLE FROM: ENVIR. HEALTH, CHICO DATE: �- RELEASE tNV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: ` SEPTIC: WELL: AP#:adADDRESS/LOCATION:� Comments: GUmemos/releasehold February 5, 2001 Mike Huerta Butte County Health Department 411 Main Street Chico, CA 95927 Re: Lot #4 Skillen Subdivision APN 040-610-004 Kay Ybanez - Dear Mike: NorthStar ENGINEERING Civil Engineers • Planners • Surveyors F --n, ironmental Health FEB 1 3 2001 Chino, Calitomia I have reviewed the above referenced building site for conformance with the requirements of the flood irrigation note on the original subdivision map. Based on this review plus our conversations I' recommend that the proposed septic system be protected from flooding by irrigation water by constructing low berms around the system. Flood irrigation waters in the area of the subdivision originate from the adjacent irrigation district ditches and "sheet" flow by gravity. It is my opinion that the maximum depth of flooding from these waters will not exceed 2" to 3" in the area of the proposed septic system as shown on the plan submitted by Mr. Ybanez. I believe that a berm approximately 12" in height would be adequate to properly protect the system. This would allow for some aging where it will undoubtedly loose some height, and still provide a minimal freeboard of 6". Please let me know if anything else is required in order to submit the necessary construction permit for this project. Sincerely, NORTHSTQR ENGINEERING Mark Adams, PE cc: Kay Ybanez 20 DECLARATION DRIVE CHICO_, CALIFORNIA 95973 530-893-1600 FAX -893-2113 A �44F—CS4 M V�lCill_ ' u 5 E zsoo PSI . ca nc, C=R-/aoc- 40.1�E�A25, r5- r•�O t��a / S�+•C'urdpT�� Sv�L = G6PcF SgP-o-�n2GE _ 50. p F• 7.'xy 74) Cie WAU- 9 A 3,q3� a, ys-� ►vi Ir roe Y �5 rtA t 5. 2. 1�r > c I �l�.T2T L oan S . VY/AU. = t5 1°5F Ct7) AJ; stEMw44,t 100wSF C�•z,= sL�.r�c.F 0 Or - -�-o 2q 7 7 PL 12! tea,. WXROG N®. cog REN.9i KO -0:1 1% o f C 5 u F -2Y OA 2.5. U5E:o Z? -4" C)e.E-P. cont, F�'�• /aZ- 4 l3A2 5 r.> A Av' iTc,APPLIED TESTING CONSULTANTS III! MATERIALS ENGINEERING TESTING AND INSPECTION 0 January 26, 2001 Lewis Ybariez P.O. Box 1190 Durham, CA 95938 Attn: Mr. Lewis Ybanez We have completed an Expansion Index (EI) Test per the 1997 Uniform Building Code (UBC) Standard 18-2 on a sample of soil obtained from the building pad of the Ybanez Residence located at Skillian Estates (Lot #4) in Durham, CA. The soil sample was obtained by our personnel along the south side of the proposed building slab location, at a depth ranging from 12" to 18" below original grade. The soil in the area of the building pad appeared uniform and the sample taken below grade visually resembled the surrounding surface soils. The result of this test was an EI = 49. Table 18-1-B of the UBC classifies the soil as having a "Low" potential for expansion. The Butte County Building Department requires recommendations for mitigating the effects of soil expansion if the EI exceeds 20. Applied Testing Consultants does not represent that these test results and/or recommendations are suitable whether or not modified, for any other site or structure on this site than the one for which they were specifically prepared. Applied Testing Consultants disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure on this site. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Very truly yours, 7�e4,L 1.,L - Mark Haydon Sr. Engineering Technician O e 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 ,ATc-- APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Expansion Index Test Client: Lewis Ybanez Project: Ybanez Residence Contact: Lewis Ybanez Soil description: Dark Brow Silty Clay Sample location: Skillin Estates, Lot 4 Sample taken by: ATC Depth of sample: -� Moisture determination Gross wet wt: 305.7 Sta Gross dry wt: 270.4 Pan wt: 81.7 Net dry wt: 188.7 Moisture Loss: 35.3 Moisture content: Density determination Wt of soil & ring: 537.0 Tare of ring: 200.1 Net compacted soil wt: 336.9 Dry Density, pcf: 86.1 Saturation determination 01/26/01 Volume of solids: 0.510 Volume of water: 0.258 Volume of air: 0.232 Degree of saturation: 52.7% Gross final wet wt: 396.8 Gross final dry wt: 299.7 Final moisture loss: 97.1 Final net dry wt: 218 Fir Final moisture content:) 44.5% This test was performed per ASTM D-4829-88 Reviewed by: Date: 25 -Jan -01 Tech: B. Carter Time I Reading Expansion Index: 49 3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 teary A. Rogers -Architect LICENSE NO. C016583 1816 HOWARD ROAD; SUITE 2 OFFICE (659) 674-8501 MADERA, CALIFORNIA 93837 FAX (559) 674-6528 i PROJECT NAME: * LOUIS d KAY 1BANEZ PROJECT DESCRIPTION: 3109 SQ. FT. RESIDENCE WITH 1151 50. FT. GARAGE SITE ADDRESS: - DURHAM, CALIFORNIA 93938 RESPONSIBLE PARTY: LOUIS YBANEZ P05T OFFICE BOX 1190 DURHAM, CALIFORNIA 93938 PHONE NUMBER: (530) 891-7968 DESIGN CRIiFRIA ENFORCEMENT AGENCY: SEISMIC ZONE: HIND PRESSURE: EXPOSURE: GROUND SNOW LOAD: GOVERNING CODE: DESIGN STRESSES 501L PRE55URE: CONCRETE: REINFORCEMENT: CONCRETE MA50NRY UNIT5: HOOD / TIMBER: PIPE COLUMNS: TUBE COLUMN5: MISCELLANEOUS STEEL: HELD5: 3 15 MPH° C 0 P5F IQaB CALIFORNIA BUILDING CODE VERTICAL - 1500 P5F LATERAL - 150 P5F'' 2500 P51* A-615, GRADE 40" F'm = 1500 P51 (PRISM TEST RECORD) CHAPTER 23, GBG A-53, GRADE B Fy = 36 K51 Fy = 46 K51 Fy = 3(b K51 E-10 ELECTRODES 21 KLI ©/-O 3iS OWTTL C t t nKDMG DEPARTMP-N Ar)oanvFn 323/0/ Pfd DATE: FEBRUARY I, 2001 JOB NUMBER: 201-020 PAGE I OF PAOE5 �I'IK JOISTS OVER GARAGE TJ -Beam"' AM Serial Number: 700105726 14" TJI®/ProTm-250 JOIST @ 16.0" o/c BEAMUSA. 1001 2/7/01 2:24:10 AM Page 1 of 1 Build Code: 148 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F1 , .n 17.6•' Product Diagram is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration; 12 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(pff) Roof(1.25) 192 194 8' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) CONTROL WIDTH LENGTH LIVE/DEADITOT. PLY DEPTH DETAIL OTHER I 1 2x4 Plate 3.50" 2.25" 606/281/887 1 14.0" Detail A3 1.25" LSL Rim 2 2x4 Plate 3.50" 2.25" 583/258/841 1 14.0" Detail A3 1.25" LSL Rim - See TJ SPECIFIERS / BUILDER'S GUIDES for detail(s): A3. LOCATION ANALYSIS: USER LOCATION "X" (HORIZ.) DIMENSION COMMENT 1 0 DESIGN CONTROLS: - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: ,/480, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges '(top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. , - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology wis used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION LOUIS YBANEZ RESIDENCE OPERATOR INFORMATION: GaryA Rogers Architecture Daniel A Fernandez Post Office Box 1139 Madera, California 93639 (559) 674-6501 Copyright O 2000 by Trus Joist, a Weyerhaeuser Business. ! ProTM, TJ -Pro'" and TJ -Beam"' are trademarks or Trus Joist. TJI® is a registered trademark of Tris Joist . I `f ¢A WEZ 20 i - ozo MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 872 727 1710 Passed(43%) Lt. end Span 1 under Floor loading Reaction(lb) 872 733 1171 Passed(63%) Bearing 1 under Floor loading Moment(ft-Ib) 4691 4691 6773 Passed(69%) MID Span 1 under Roof loading Live Defl.(in) 0.312 0.427 Passed(U657) MID Span 1 under Roof loading Total Defl.(in) 0.475 0.854 Passed(U432) MID Span 1 under Roof loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: ,/480, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges '(top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. , - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology wis used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION LOUIS YBANEZ RESIDENCE OPERATOR INFORMATION: GaryA Rogers Architecture Daniel A Fernandez Post Office Box 1139 Madera, California 93639 (559) 674-6501 Copyright O 2000 by Trus Joist, a Weyerhaeuser Business. ! ProTM, TJ -Pro'" and TJ -Beam"' are trademarks or Trus Joist. TJI® is a registered trademark of Tris Joist . I `f ¢A WEZ 20 i - ozo JOISTS OVER GARAGE - ALTERNATE DESIGN O TJ -Beam^ 'v5.55 Serial Number. 700105726 11.875" TJIS/ProTM=250 JOIST @ 12.0" o/c BEAMUSA• 1001 217/01 2:41:45 AM Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F-- [2] 17' 6" Product Diagram Is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration; 12 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(pff) Roof(1.25) 192 194 6 Adds to i SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x4 Plate 3.50" 2.25" 454 /211 / 665 1 11.9" Detail A3 1.25" LSL Rim 2 2x4 Plate 3.50" 2.25" 438 /193/631 1 11.9" Detail A3 1.25" LSL Rim I • See TJ SPECIFIERS / BUILDERS GUIDES for detail(s): A3. LOCATION ANALYSIS: USER LOCATION "X" (HORIZ.) DIMENSION COMMENT 1 0 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 654 545 1420 Passed(38%) Lt end Span 1 under Floor loading Reaction(lb) 654 550 1131 Passed(49%) Bearing 1 under Floor loading Moment(ft-Ib) 3518 3518 5538 Passed(64%) MID Span 1 under Roof loading Live Defl.(in) 0.340 0.427 Passed(U603) MID Span 1 under Roof loading Total Defl.(in) 0.517 I 0.854 Passed(U396) MID Span 1 under Roof loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TLQ240). - Deflection analysis is based on composite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. - Bracing(Lu): Al compression edges:(top and bottom) must be braced at 2'8" o/c unless detailed othervAse. Proper attachment and positioning of lateral bracing is required to achieve member stability. I ADDITIONAL NOTES: = IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, Input design bads, and stilted dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. i - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. I PROJECT INFORMATION LOUIS YBANEZ RESIDENCE GaryA Rogers Architecture Daniel A Fernandez Post Office Box 1139 ! Madera, California 93639 (559) 6746501 Copyright ® 2000 by Trus Joist, a Weyerhaeuser Business. Pro"', TJ-ProT" and TJ-BeamT" are trademarks of Trus Joist. TJI® Is a registered trademark of Trus Joist. �{ gAge7- 2-01 - 020 �0�x SECONDARY JOISTS OVER GARAGE TJ-BeamT" . 4 (9) .55 seri N be� 700105726 11.875" TJI@/ProT'"-150 JOIST @ 16.0" o/c BEAMUSA, 1001 WWI 2:46:46 AM Page 1 of 1 Build Code: 146 i THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n, ;n Product Diagram is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration; 12 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(plf) Roof(1.25) 192 194) 661 Adds to I SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LNE/DEADrrOT. PLY DEPTH DETAIL OTHER 1 2x4 Plate 3.50" 2.25" 530 / 270 / 800 1 11.9" Detail A3 1.25" LSL Rim 2 2x4 Plate 3.50" 2.25" 473/213 /686 1 11.9" Detail A3 1.25" LSL Rim - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3. DESIGN CONTROLS: r PROJECT INFORMATION OPERATOR I INFORMATION: j LOUIS YBANEZ RESIDENCE GaryA Rogers Architecture MAXIMUM DESIGN CONTROL CONTROL LOCATION 1 Shear(Ib) 785 779 Pro"u, TJ-PmTm and TJ -Beam^' are trademarks of Trus Joist . 1775 Passed(44%) Lt. end Span 1 under Roof loading Reaction(lb) 785 629 1081 I Passed(58%) Bearing 1 under Floor loading Moment(ft-Ib) 3184 3184 4706 Passed(68%) MID Span 1 under Roof loading Live Defl.(in) 0.222 0.340 Passed(L1736) MID Span 1 under Roof loading Total Defl.(in) 0.343 0.679 Passed(L1475) MID Span 1 under Roof loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL:L/240). Deflection analysis is based on composite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'5" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, Input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. r PROJECT INFORMATION OPERATOR I INFORMATION: j LOUIS YBANEZ RESIDENCE GaryA Rogers Architecture Daniel A Fernandez Post Office Box 1139 Madera, California 93639 (559) 674-6501 Copyright m 2000 by Trus Joist, a Weyertmuser Business. Pro"u, TJ-PmTm and TJ -Beam^' are trademarks of Trus Joist . TJI® is a registered trademark of Tars Joist . I `e Boo 2DI-D�o j Multi -Loaded Beam( 97 UBC (91 NDS)1 StruCalc 4.06 I BY: Daniel Fernandez, Gary A. Rogers - Architect on: 02-07-2001 Proiect: YBA-020 - Location: LONG SPAm BEAM OVER GARAGE Summary: 7 6.75 IN x 24.00 IN x 22.0 FT / 24F -V4 -VISUALLY GRADED WESTERN SPS - DryUse Section Adequate By: 15.2% Controlling Factor: Section Modulus / Depth Required 22.84 In Deflections: Dead Load:I DLD= 0.21 IN Live Load: LLD= 0.42 IN = U630 I Total Load: TLD= 0.63 IN = U417 End Reactions(Left Side): I Live Load: RL1= 12243 LB Dead Load: RD1= 6241 LB Total Load: RT1= 18484 LB End Reactions(Right Side): Live Load: RL2= 12243 LB Dead Load: RD2= 6241 LB Total Load: RT2= 18484 LB Bearing Length Regd.(Left) : BL1= 4.21 IN Bearing Length Regd.(Right): BL2= 4.21 IN Camber Reqd.: C= 0.32 IN Beam Data: Span: L= 22.0 FT Maximum Unbraced Span: Lu= 1.33 FT i Live Load Duration Factor: ; Cd= 1.00 Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Camber Adjustment Factor.' CAF= 1.5 X DLD Uniform Load: Live Load: wL= 1113 PLF Dead Load: wD= 528 PLF .Beam Self Weight: ; BSW= 39 PLF Total Load: wT= 1680 PLF Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI j Ey= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2168 PSI Adjustment Factors: Cd=1.00 CI=1.00 Cv=0.90 FV: I Fv'= 190 PSI Ad'lustment Factors: Cd=1.00 Design Requirements: Ma)amum Moment: I M= 101663 FT -LB 11.0 FT From Left Support ` Shear (A d from beam end): V= 15123 LB Comparisons With Required Section's: Section Modulus: Sreq= 562.7 IN3 S= 648.0 IN3 Area: Areq= 119.4 IN2 A= 162.0 IN2 Moment of Inertia: Ireq= 6709.8 IN4 1= 7776.0 IN4 `e Boo 2DI-D�o �{g/dJ�Z 201-020 i Multi -Loaded Beam( 97 UBC (91 NDS) ) StruCalc 4.06 BY: Daniel Fernandez, Gary A. Rogers - Architect on: 02-07-2001 Proiect: YBA-020 - Location: BEAM OVER GARAGE Summary: ✓ 6.75 IN x 24.00 IN x 15.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 122.0% Controlling Factor: Area / Depth Required 15.57 In Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 0.09 IN = U1987 Total Load: TLD= 0.14 IN = U1316 End Reactions(Left Side): Live Load: ; RLI = 8348 LB Dead Load: RDI= 4255 LB Total Load: RT1= 12603 LB End Reactions(Right Side): Live Load: RL2= 8348 LB Dead Load: RD2= 4255 LB Total Load: RT2= 12603 LB Bearing Length Regd.(Left) : BL1= 2.87 IN Bearing Length Regd.(Right): BL2= 2.87 IN Camber Reqd.: C= 0.07 IN Beam Data: Span: L= 15.0 FT Maximum Unbraced Span:i Lu= 1.33 FT Live Load Duration Factor:, Cd= 1.00 Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Camber Adjustment Factor: CAF= 1.5 X DLD Uniform Load: i Live Load: wL= 1113 PLF ! Dead Load: wD= 528 PLF I Beam Self Weight: BSW= 39 PLF Total Load: wT= 1680 PLF Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: I Ex= 1800000 PSI Ev= 1600000 PSI Stress Perpendicular to Grain: Fc—perp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2253 PSI Adjustment Factors: Cd=1.00 CI=1.00 Cv=0.94 FV: FV= 190 PSI Adiustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 47261 FT -LB 7.5 FT From Left Support Shear ((a, d from beam end): V= 9242 LB Comparisons With Required Sections: Section Modulus: Sreq= 251.8 IN3 S= 648.0 IN3 Area: Areq= 73.0 IN2 A= 162.0 IN2 Moment of Inertia: Ireq= 2126.8 IN4 1= 7776.0 IN4 �{g/dJ�Z 201-020 O Column[ AISC 9th Ed ASD 1 StruCalc 4.06 By: Daniel Fernandez, Gary A. Rogers - Architect on: 02-07-2001 Proiect: YBA-020 - Location: GARAGE COLUMN Summa 4 X 4 X 1/4 TS ASTM A500 x 11.0 FT Section Adequate By: 52.4`/0 Base Reactions: i Live: RL= 20591 LB ! Dead: ! RD= 10630 LB Total: RT= 31221 LB Maximum Unbraced Length (X Axis): Lx= 10.0 FT Maximum Unbraced Length (Y Axis): Ly= 10.0 FT Column Section: (X Axis): dx= 4.00 IN Column Section: (Y Axis): dy= 4.00 IN Axial Loads: Live Loads: PL= 20591 LB Dead Loads: PD= 10496 LB Total Loads: ' PT= 31087 LB Column Data: Length: L= 11.0 FT Column End Condition: Ke= 1.0 Eccentricity (X Axis): ex= 0.00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Design Properties: Steel Yield Strength: Fy= 46000 PSI Modulus of Elasticity: E= 29000000 PSI Column Bending Coefficient: Cm= 1.00 Area: i A= 3.59 IN2 Moment of Inertia (X Axis):, Ix= 8.2 IN4 Moment of Inertia (Y Axis)' Iv= 8.2 IN4 Radius of Gyration Ratio: i rx/ry= . 1.00 Radius of Gyration (X Axis): rx= 1.51 IN Radius of Gyration (Y Axis): ry= 1.51 IN ! Section Modulus (X Axis): Sx= 4.1 IN3 1 Section Modulus (Y Axis): Sy= 4.1 I0 Column Compression Calculations: KUr Ratio (X Axis): KLx/rx= 79.5 KUr Ratio (Y Axis): KLy/ry= 79.5 Controlling Direction: (Y Axis) Compressive Stress: fa= 8659 PSI Column Slenderness Ratio: Cc= 111.6 Allowable Compressive Stress: Fa= 18176 PSI Column Bending Calculations: Eccentricity Moment (X Axis): Mx= 0 IN -LB Eccentricity Moment (Y Axis): My= 0 IN -LB Bending Stress (X Axis)° fbx= 0 PSI Bending Stress (Y Axis): fby= 0 PSI Allowable Bending Stress: Fbx=Fby= 30360 PSI Euler's Stress (X Axis): Fex'= 23645 PSI Euler's Stress (Y Axis): Fey'= 23645 PSI Combined Stress Calculations: Using AISC Formula H1-1 CSF(1)= 0.48 Using AISC Formula H1-2: CSF(2)= 0.31 Using AISC Formula 1-11-3: i i i I CSF(3)= 0.48 I I I l `( BAW& 20 1 -v 10 CHECK BASE -P(-ATF- @ GARAGE Col.. i p= i Qp = 1,00 inz 5TaEs9/INCW = 312 Ps 2 M = 3 2 Ott 2 1404 - 2 z� Gbo - M 1404 1404 (6) 6- - S= d - 84=2: _ 0. ( 1 2ZO . i i C t4EcK FTG, 3 1221 z 2a i USE 104 SQ • x S'1$" RASE KATe W/,q - /z"� x rou ixw A--307 o01.Ts c� LEVEL.IK6 BUTS VSA DPep FTG w/ 6 - * 4 BARS SOTR WAYS `f 6ANC`Z Z01 -02.0 0.25 Multi -Loaded Beamf 97 UBC (91 NDS)1 StruCalc 4.06 0.13 By: Daniel Fernandez, Gary A. Rogers - Architect on: 02-07-2001 Project: YBA-020 - Location: BEAM OVEf� GARAGE AT GABLE END Summary: 5.125 IN x 12.00 IN x 18.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 58.2% Controlling Factor: Moment of Inertia / Depth Required 10.30 In ` Dead load to live load ratio is high, verify camber requirements. Deflections: 717 Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): 0.70 Live Load: RLI= Dead Load: RD1= Total Load: ' RTI= End Reactions(Right Side): 1.00 Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Regd.(Left) : BL1= Bearing Length Regd.(Right): BL2= Camber Reqd.: C= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Camber Adjustment Factor: CAF= Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: WT= Uniform Load (Partially Distributed): Live Load: wL PD= Dead Load: wD PD= Total Load: wT PD= Load Start: — A= Load End: B= Load Length`. C= Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS 0.25 IN 0.13 IN = U1726 0.38 IN = U570 507 LB 803 LB 1310 LB 717 LB 1604 LB 2321 LB 0.39 IN 0.70 IN 0.38 IN 18.0 FT 0.0 FT 1.00 480 360 1.5 X DLD 40 PLF 12 PLF 15 PLF 67 PLF 48 PLF 183 PLF 231 PLF 7.5 FT 18.0 FT 10.5 FT Bending Stress: Fb= 2400 Shear Stress: Fv= 190 Modulus of Elasticity: Ex= 1800000 Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): i Adjustment Factors: Cd=1.00 FV: Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: 10.211 FT From Left Support Shear MD. d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: P= Z3214- 19464 = 20805* Ey= Fc_perp= Fb'= FV= 1600000 650 PSI PSI PSI PSI PSI 2400 PSI 190 PSI M= 9037 FT -LB V= 2023 LB Sreq= 45.2 IN3 S= 123.0 IN3 Areq= 16.0 IN2 A= 61.5 IN2 Ireq= 466.4 IN4 1= 738.0 IN4 USE 31- -1If SQ. X 18" DEEP FTG w/ S - 4`4 BARS WR WAYS YBANEZ 2.01-020 Stress 5074 LB Multi -Loaded Beam( 97 UBC (91 NDS)1 StruCalc 4.06 125.9 By: Daniel Fernandez, Gary A. Rogers - Architect on: 02-07-2001 Proiect: YBA-020 - Location: DOUBLE CAR GARAGE DOOR HEADER Summary: V/ Areq= 5.125 IN x 15.00IN x 16.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS -Dry Use Section Adequate By: 24.8% Controlling Factor: Moment of Inertia / Depth Required 13.93 In Deflections: Ireq= Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Regd.(Left) : BL1= Bearing Length Regd.(Right): BL2= Camber Reqd.: C= Beam Data: Span: I L= Maximum Unbraced Span:. Lu= Live Load Duration Factor:' Cd= Live Load Deflect. Criteria: i L/ Total Load Deflect. Criteria: L/ Camber Adjustment Factor: CAF= Uniform Load: Live Load: wL= Dead Load: ! wD= I Beam Self Weight: BSW= Total Load: wT= Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: Ex-- x= Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.00 CI=0.96 FV: Adiustment Factors: Cd=1.00 Design Requirements: Maximum Moment: 8.0 FT From Left Support Shear (00 d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: _ 603 aFcb = 6013+3742. t 5760 Ey= Fc_perp= Fb'= FV= 0.16 IN 0.27 IN = U714 0.43 IN = U449 3784 LB 2229 LB 6013 LB 3784 LB 2229 LB 6013 LB 1.81 IN 1.81 IN 0.24 IN 16.0 FT 16.0 FT 1.00 480 360 1.5 X DLD 473 PLF 260 PLF 19 PLF 752 PLF 2400 PSI 190 PSI 1800000 PSI 1600000 PSI 650 PSI 2294 PSI 190 PSI M= 24054 FT -LB V= 5074 LB Sreq= 125.9 IN3 S= 192.1 IN3 Areq= 40.1 IN2 A= 76.8 IN2 Ireq= 1154.6 IN4 1= 1441.4 IN4 �JS� 2411 SQ, x al, O�EP F7G, C USE 2'-9u s4, x 1 a DEl~P Pr& W/ 4-4 BARS 80T14 WAYC C catTEK FTG. Y BAM7- 10 1 - 020 1 Area: Moment of Inertia: 374-2 QFV6 � i 2,sd + I S= Areq= A= Ireq= 1= 0.06 IN 0.10 IN = U1258 0.15 IN = U795 2365 LB 1377 LB 3742 LB 2365 LB 1377 LB 3742 LB 1.09 IN 1.09 IN 10.0 FT 10.0 FT 1.00 480 360 473 PLF 260 PLF 15 PLF 748 PLF 1350 PSI 85 PSI 1600000 PSI 625 PSI 1337 PSI 85 PSI 9355 FT -LB 3025 LB 84.0 I N3 121.2 IN3 53.4 IN2 63.2 IN2 315.8 IN4 697.0 IN4 Me 1'^III SQ. x r -2)I DEEP r-ze..r � BA�N�z 201-020 Multi -Loaded Beam( 97 UBC (91 NDS)1 StruCalc 4.06 Bv: Daniel Fernandez, Gary A. Rogers - Architect on: 02-07-2001 Proiect: YBA-020 - Location: SINGLE CAR GARAGE DOOR HEADER 'Summary: E 5.50 IN x 11.50 IN x 10.0 FT / #1 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 18.5% Controlling Factor: Area/ Depth Required 10.00 In Deflections: I Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearinq Length Regd.(Left) : BL1= Bearing Length Regd.(Right): BL2= Beam Data: i Span:I L= Maximum Unbraced Span: Lu= Live Load Duration Factom Cd= Live Load Deflect. Criteria:1 U Total Load Deflect. Criteria: U Uniform Load: Live Load: WL= Dead Load: WD= Beam Self Weight: BSW= Total Load: WT= Properties For: #17 DOUGLAS FIR -LARCH Bendinq Stress: 1 Fb= Shear Stress: Fv= Modulus of Elasticity:; E_ t Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd=1.00 CI=0.99 Cf=1.00 a. Fv': I Fv'= Adiustment Factors: Cd=1.00 jDesign Requirements: ! Maximum Moment: M= 5.0 FT From Left Support Shear (0, d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= Area: Moment of Inertia: 374-2 QFV6 � i 2,sd + I S= Areq= A= Ireq= 1= 0.06 IN 0.10 IN = U1258 0.15 IN = U795 2365 LB 1377 LB 3742 LB 2365 LB 1377 LB 3742 LB 1.09 IN 1.09 IN 10.0 FT 10.0 FT 1.00 480 360 473 PLF 260 PLF 15 PLF 748 PLF 1350 PSI 85 PSI 1600000 PSI 625 PSI 1337 PSI 85 PSI 9355 FT -LB 3025 LB 84.0 I N3 121.2 IN3 53.4 IN2 63.2 IN2 315.8 IN4 697.0 IN4 Me 1'^III SQ. x r -2)I DEEP r-ze..r � BA�N�z 201-020 lot Roof Beam[ 97 UBC (91 NDS)1 StruCalc 4.06 Bv: Daniel Fernandez, Gary A. Rogers - Architect on: 02-07-200' Proiect: YBA-020 - Location: PORCH BEAM Summary: 3.50 IN x 11.251N x 12.5 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 35.9% Controlling Factor: Section Modulus / Depth Required 9.65 In Deflections: Dead Load: DLD= Live Load: ; LLD= Total Load: TLD= Reactions (Each End): i Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Reqd.: BL= Beam Data: Span: L= Maximum Unbraced Span. Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria:; U Total Load Deflect. Criteria: U Beam Loading: Live Load: LL= Roof Loaded Area: RLA= Roof Live Load Method: 1 Side One: Roof Dead Load: DL1= Roof Rafter Tributary Width: TW1= Side Two: Roof Dead Load: DL2= Roof Rafter Tributary Width: TW2= Roof Duration Factor: Cd= Wall Load: ! WALL= Slope Adjusted Lengths and Loads:; Adiusted Beam Length: Ladi= Beam Live Load W/ Slope Red'n: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: WT= Controlling Total Design Load: wTcont= Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticitv: E= Stress Perpendicular to Grain: Fc—Perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factorg: Cd=1.15 CI=1.00 Cf--11.10F.:Fv'= Adjustment Factors: 6d=1.15 Design Requirements: Maximum Moment: M= Shear 05- d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= Area: Moment of Inertia: X597 + ZSg(S) Q�r� S= Areq= A= Ireq= 1= 0.13 IN 0.08 IN = U1890 0.21 IN = U710 600 LB 997 LB 1597 LB 0.73 IN 12.5 FT 2.0 FT 9.00 :12 240 240 16 PSF 75 SF 12 PSF. 6.0 FT 0 PSF 0.0 FT 1.15 60 PLF 12.5 FT 96 PLF 10 PLF 160 PLF 256 PLF 256 PLF 875 PSI 95 PSI 1600000 PSI 625 PSI 1103 PSI 109 PSI 4992 FT -LB 1358 LB 54.4 IN3 73.8 IN3 18.7 IN2 39.3 IN2 140.4 IN4 415.2 IN4 use SQ. x IZ`t D �' F76_ Y6AWE2_ 101-020 Roof Beamr 97 UBC (91 NDS) 1 StruCalc 4.06 Bv: Daniel Femandez, Gary A. Rogers - Architect on: 02-07-2001 Proiect: YSA-020 - Location: BEAM AT GREAT ROOM/DINING Summary: 5.1251N x 12.00 IN x 12.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 93.9% Controlling Factor: Section Modulus / Depth Required 9.53 In Deflections: 1 Dead Load: DLD= 0.19 IN Live Load: LLD= 0.11 IN = U1273 Total Load: TLD= 0.30 IN = U479 Reactions (Each End): I Live Load: I RL= 1932 LB Dead Load: RD= 3202 LB Total Load: RT= 5134 LB Bearing Length Reqd.: BL= 1.54 IN Camber Reqd.: C= 0.28 IN Beam Data: Span: L= 12.0 FT Maximum Unbraced Span: Lu= 12.0 FT Pitch Of Roof: RP= 9.00 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 240 Camber Adjustment Factor: CAF= 1.5 X DLD Beam Loading: Live Load: LL= 14 PSF Roof Loaded Area: RLA= 276 SF Roof Live Load Method: 1 1 Side One: Roof Dead Load: DI -1 = 17 PSF Roof Rafter Tributary Width: TW1= 23.0 FT Side Two: Roof Dead Load: DL2= 0 PSF Roof Rafter Tributary Width: TW2= 0.0 FT Roof Duration Factor: Cd= 1.25 Wall Load: WALL= 30 PLF Slope Adjusted Lengths and Loads: Adiusted Beam Length: I Ladi= 12.0 FT Beam Live Load W/ Slope Red'n: wL= 322 PLF Beam Self Weight: f BSW= 15 PLF Beam Total Dead Load: I wD= 534 PLF Total Maximum Load: wT= 856 PLF Controlling Total Design Load: wTcont= 856 PLF Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: I Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ev= 1600000 PSI I Stress Perpendicular to Grain: Fc_perp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2914 PSI Adjustment Factors: Cd=1.25 CI=0.97 FV: FV= 238 PSI Adiustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 15403 FT -LB Shear (0, d from beam end): V= 4278 LB Comparisons With Required Sections: Section Modulus: ! Sreq= 63.5 IN3 S= 123.0 IN3 Area: I Areq= 27.1 IN2 A= 61.5 IN2 Moment of Inertia: Ireq= 369.7 IN4 1= 738.0 IN4 Q,Fce -3,4Z � VSE 2�- u rSOO O SQ, X �2 06c -p iFTG,o 1 S13+4 $9,6(4.S� (0 0u ►� USE 2'-6 $Q, X 12 SEEP t --Te- w/ " 4 MRS 6dTN wAy ,S a GTR POST i-------------------- %, (BANEz 201-020 Stress Multi-Loaded.Beam f 97 UBC (91 NDS)1 StruCalc 4.06 FT -LB By: Daniel Fernandez, Gary A. Rogers - Architect on: 02-07-200' Proiect: YBA-020 - Location: BEAM OVER M. BEDROOM Summary: Sreq= 5.125 IN x 13.50 IN x 19.5,FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 41.8% Controlling Factor: Section Modulus / Depth Required 11.58 In Deflections: IN3 Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): 664.0 Live Load: RL1= .Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: j RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Regd.(Left) : BL1= Bearing Length Regd.(Right): BL2= Camber Reqd.: I C= Beam Data: Span: L= Maximum Unbraced Span:; Lu= Live Load Duration Factor:' Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Camber Adjustment Factor: CAF= Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: WT= Concentrated Load P1: Live Load: PL1= Dead Load: I PD1= Total Load: PT1= Location: X1= Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: Ex-- x= Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.00 CI=0.95 Cv=1.00 FV: Adiustment Factors: Cd=1.00 Design Requirements: Maximum Moment: 10.002 FT From Left Support Shear (0, d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Apra, = 2 3 69 i 6 ISoo CONT, Ey= Fc_perp= Fb'= FV= 0.30 IN 0.32 IN = U741 0.62 IN = U380 1091 LB 1177 LB 2269 LB 1149 LB 1220 LB 2369 LB 0.68 IN 0.71 IN 0.45 IN 19.5 FT 19.5 FT 1.00 240 240 1.5 X DLD 0 PLF 20 PLF 17 PLF 37 PLF 2240 LB 1680 LB 3920 LB 10.0 FT 2400 PSI 190 PSI 1800000 PSI 1600000 PSI 650 PSI 2278 . PSI 190 PSI M= 20843 FT -LB V= 2328 LB Sreq= 109.9 IN3 S= 155.6 IN3 Areq= 18.4 IN2 A= 69.1 IN2 Ireq= 664.0 IN4 1= 1050.7 IN4 Y 8 AN EZ Z01-07-0 Roof Beaml' 97 UBC (91 NDS)1 StruCalc 4.06 By: Daniel Fernandez, Gary A. Rogers - Architect on: 02-07-200' Project: YBA-020 - Location: PATIO BEAMS (GREAT ROOM) Summary: i 5.50 IN x 9.50 IN x 15.0 FT / #1 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 51.0% Controlling Factor: Section Modulus / Depth Required 8.27 In Deflections: Dead Load: I DLD= i Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Reqd.: 1 BL= Beam Data: Span: j L= Maximum Unbraced Span: Lu= Pitch Of Roof: I RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Beam Loading: Live Load: LL= Roof Loaded Area: RLA= Roof Live Load Method: 1 Side One: Roof Dead Load: DL1= Roof Rafter Tributary Width: TW1= Side Two: Roof Dead Load: DL2= Roof Rafter Tributary Width: TW2= Roof Duration Factor: Cd= i Slope Adjusted Lengths and Loads: i . Adjusted. Beam Length: ! Ladi= Beam Live Load W/ Slope Red'n: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: WT= Controlling Total Design Load: wTcont= Properties For: #1- DOUGLAS FIR -LARCH Bending Stress: t Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc—perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd=1.25 CI=1.00 Cf--1.00 FV:I Fv'= Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: j M= Shear (a d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= Area: Moment of Inertia: 1 SOS' + 273 IEOOI I - 2.37 S= Areq= A= I req= 1= 0.29 IN 0.20 IN = U887 0.50 IN = U363 840 LB 1211 LB 2051 LB 0.60 IN 15.0 FT 2.0 FT 9.00 :12 360 240 16 PSF 105 SF 17 PSF 7.0 FT 0 PSF 0.0 FT 1.25 15.0 FT 112 PLF 13 PLF 161 PLF 273 PLF, 273 PLF 1350 PSI 85 PSI 1600000 PSI 625 PSI 1684 PSI 106 PSI 7691 FT -LB 1834 LB 54.8 IN3 82.7 IN3 25.9 IN2 52.2 IN2 259.6 IN4 392.9 IN4 USE It-gtl S Q- x 1-2 1, DEEP F7G SANEZ 201-020 Roof Beam( 97 UBC (91 NDS) ) StruCalc 4.06 By: Daniel Fernandez, Gary A. Rogers - Architect on: 02-07-2001 Project: YBA-020 - Location: PATIO BEAM (BEDROOM #3) Summary: 5.50 IN x 9.50 IN x 17.5 FT / #1 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 10.4% Controlling Factor: Moment of Inertia / Depth Required 9.19 In Deflections: Dead Load: DLD= 0.47 IN Live Load: LLD= 0.32 IN = U652 Total Load: TLD= 0.79 IN = U265 Reactions (Each End): Live Load: RL= 840 LB Dead Load: RD= 1227 LB Total Load: RT= 2067 LB Bearing Length Reqd.: BL= 0.60 IN Beam Data: Span: L= 17.5 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 9.00 :12 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Beam Loading: j Live Load: ; LL= 16 PSF Roof Loaded Area: RLA= 105 SF Roof Live Load Method: 1: Side One: Roof Dead Load: DL1= 17 PSF Roof Rafter Tributary Width: TW1= 6.0 FT Side Two: Roof Dead Load: DL2= 0 PSF Roof Rafter Tributary Width: TW2= 0.0 FT Roof Duration Factor: 1 Cd= 1.25 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 17.5 FT Beam Live Load W/ Slope, Red'n: wL= 96 PLF Beam Self Weight: BSW= 13 PLF Beam Total Dead Load: wD= 140 PLF Total Maximum Load: WT= 236 PLF Controlling Total Design Load: wTcont= 236 PLF Properties For: #1- DOUGLAS FIR -LARCH Bending Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1684 PSI Adjustment Factors: Cd=1.25 CI=1.00 Cf --1.00 Fv': FV= 106 PSI Adjustment Factor's: Cd=1.25 Design Requirements: Maximum Moment: M= 9042 FT -LB Shear ((a). d from beam end): V= 1880 LB Comparisons With Required Sections: Section Modulus: I Sreq= 64.5 IN3 S= 82.7 IN3 Area: Areq= 26.6 IN2 A= 52.2 IN2 Moment of Inertia: Ireq= 356.1 IN4 1= 392.9 IN4 I 2067 ate= i( so = �.4i� VSE 18u t o SQ, X IZ E F DEP TG 0 Y6P+Nt;7 20 l -ozo TYPICAL FLOOR JOISTS TJ -Beam T" .Y5.55 Serial Number: 700105726 .9.5" TJI@/ProT"'-150 JOIST @ 16.0" o/c BEAMUSA 1001 217101 4:55:25 AM Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram Is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration; 12 Dead; 10 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) I LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x4 Plate 3.50" 2.25" 320 / 1761496 1 9.5" 12' 2 2x4 Plate Product Diagram Is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration; 12 Dead; 10 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x4 Plate 3.50" 2.25" 320 / 1761496 1 9.5" Detail A3 1.25" LSL Rim 2 2x4 Plate 3.50" 2.25" 320 / 176 / 496 1 9.5" Detail A3 1.25" LSL Rim - See TJ SPECIFIERS / BUILDER'S GUIDES for detaii(s): A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 479 472 1120 Passed(42%) Lt. end Span 1 under Floor loading Reaction(lb) 479 479 995 Passed(480/6) Bearing 1 under Floor loading Moment(ft-Ib) 1386 1386 2839 Passed(49%) MID Span 1 under Floor loading Live Defl.(in) 0.128 0.290 Passed(U999+). MID Span 1 under Floor loading Total Defl.(in) 0.198 0.579 Passed(L/701) MID Span 1 under Floor loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges. (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES:' ! - IMPORTANTI The analysis presented isloutput from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. —Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION LOUIS YBANEZ RESIDENCE i OPERATOR INFORMATION: i Copyright O 2000 by Trus Joist, a Weyerhaeuser Business. TJI® Is a registered trademark of Trus Jolst . Gary A Rogers Architecture Daniel A Fernandez Post Office Box 1139 Madera, California 93639 (559) 674-6501 Pro^', TJ -Pro^' and TJ -Beam^' are trademarks of Trus Joist. `{ OANE7- 2D(- 020 Combination Roof and Floor Beamf 97 UBC (91 NDS)1 StruCalc 4.06 Fb= 2600 BY: Daniel Fernandez, Gary A. Rogers - Architect on: 02-07-2001 Fv= 285 Proiect: YBA-020 - Location: FLOOR BEAM AT M. BATH Modulus of Elasticity: E= 1900000 Summary: i Stress Perpendicular to,Grain: Fc 750 (3) 1.75 IN x 9.50 IN x 12.0 FT / 1.9E Microllam - TRUS JOIST -MACMILLAN Adjusted Properties: -perp= Section Adequate By: 42.0% Controlling Factor: Moment of Inertia / Depth Required 8.45 In Fb' (Tension): Fb'= Laminations are to be fully connected to provide uniform transfer of loads to all members PSI Adjustment Factors: Cd=1.25 CI=0.98 Cf --1.03 Deflections: FV: Dead Load: DLD= 0.23 IN Live Load: I LLD= 0.19 IN = L/750 Total Load: TLD= 0.42 IN = U341 Reactions (Each End): 11615 FT -LB Shear (A, d from beam end): Live Load: RL= 1759 LB Dead Load: RD= 2112 LB Total Load: RT= 3872 LB Bearing Length Reqd.: BL= 0.98 IN Beam Data: 14.2 IN2 Span: L= 12.0 FT Maximum Unbraced Span: Lu= 12.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 240 Roof Loading: Live Load: LLroof= 20 PSF Roof Loaded Area: RLA= 144 SF Roof Live Load Method: 1 Dead Load: DLroof= 17 PSF Roof Rafter Tributary Width: TWroof= 12.0 FT Roof Duration Factor: ' Cdroof= 1.25 Floor Loading: Code Live Load: LLfloor- 40 PSF Floor Dead Load: DLfloor= 12 PSF Floor Joist Tributary Width: TWfloor= 1.3 FT Floor Duration Factor: Cdfloor- 1.00 Wall Load: WALL= 120 PLF Beam Loads: Roof Live Load: wLroof= 240 PLF Floor Live Load: wLfloor= 53 PLF Beam Self Weight: BSW= 12 PLF Beam Total Dead Load: wD= 352 PLF Total Maximum Load: I wT= 645 PLF Controlling Total Design Load: wTcont= 645 PLF Properties For: 1.9E Microllam- TRUS JOIST -MACMILLAN Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to,Grain: Fc 750 PSI Adjusted Properties: -perp= Fb' (Tension): Fb'= 3297 PSI Adjustment Factors: Cd=1.25 CI=0.98 Cf --1.03 FV: Fv'= 356 PSI Adiustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 11615 FT -LB Shear (A, d from beam end): V= 3361 LB Comparisons With Required Sections: Section Modulus: Sreq= 42.3 IN3 S= 78.9 IN3 Area: { Areq= 14.2 IN2 A= 49.8 IN2 Moment of Inertia: Ireq= 264.1 IN4 1= 375.1 IN4 3877-(U,-7) q,3 er C7) VSE 2"-31' SQ, k 12H 060 PT e.. 0 `O APEZ '101-020 Combination Roof and Floor Beam[ 97 UBC (91 NDS)1 StruCalc 4.06 Fb' (Tension): By: Daniel Fernandez, Gary A. Rogers - Architect on: 02-07-2001 Adjustment Factors: Cd=1.25 CI=0.96 Cf --1.03 FV: ! Fv'= Proiect: YBA-020 - Location: FLOOR BEAM AT KITCHEN Design Requirements: Summary: I M= j Shear (0, d from beam end): V= (2) 1.75 IN x 9.50 IN x 9.0 FT / 1.9E Microllam - TRUS JOIST -MACMILLAN Section Modulus: Sreq= Section Adequate By: 131.4% Controlling Factor: Section Modulus / Depth Required 7.10 In ' Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.10 IN Live Load: LLD= 0.08 IN = U1272 Total Load: TLD= 0.19 IN = U575 Reactions (Each End): Live Load: i RL= 1229 LB Dead Load: I RD= 1490 LB Total Load:' gL= 19 LB Bearing Length Regd.: 1704 N Beam Data: Span: L= 9.0 FT Maximum Unbraced Span:; Lu= 9.0 FT Live Load Deflect. Criteria:1 U 480 Total Load Deflect. Criteria: U 240 Roof Loading: Live Load: LLroof= 20 PSF Roof Loaded Area: RLA= 99 SF Roof Live Load Method: 1 Dead Load: DLroof= 17 PSF Roof Rafter Tributary Width: TWroof= 11.0 FT Roof Duration Factor: Cdroof= 1.25 Floor Loading: Code Live Load: LLfloor= 40 PSF Floor Dead Load: DLfloor= 12 PSF Floor Joist Tributary Width: TWfloor= 1.3 FT Floor Duration Factor: Cdfloor= 1.00 Wall Load: WALL= 120 PLF Beam Loads: Roof Live Load: wLroof= 220 PLF Floor Live Load: ! wLfloor= 53 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: wD= 331 PLF Total Maximum Load: wT= 604 PLF Controlling Total Design Load: wTcont= 604 PLF Properties For: 1.9E Microllam- TRUS JOIST -MACMILLAN Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd=1.25 CI=0.96 Cf --1.03 FV: ! Fv'= I Adiustment Factors: Cd=1.25 Design Requirements: I Maximum Moment: M= j Shear (0, d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= Area: Moment of Inertia: 2-7 L q (t, 6 72'1 Soo . '3 S= Areq= A= Ireq= 1= 3227 PSI 356 PSI 6118 FT -LB 2241 LB 22.8 IN3 52.6 IN3 9.5 IN2 33.2 IN2 104.4 IN4 250.0 IN4 USE 1'- 9" So. x 12." DEEP r-ze.11 `( BANEZ 2011- 020 101 i Uniformly Loaded Floor Beam( 97 UBC (91 NDS)1 StruCalc 4.0E By: Daniel Fernandez, Gary A. Rogers - Architect on: 02-07-2001 Proiect: YBA-020 - Location: TYPICAL FLOOR GIRDER Summary: 3.50 IN x 7.25 IN x 5.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 21.4% Controlling Factor: Area / Depth Required 6.29 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Reqd.: BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Floor Loading: Floor Dead Load: DL= Side One: Floor Live Load: LL1= Tributary Load Span(Side One): TW1= Side Two: Floor Live Load:. LL2= Tributary Load Span(Side Two): TW2= Live Load Duration Factor: Cd= Wall Load: I WALL= Average Uniform Live Load: LLave= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: - BSW= Beam Total Dead Load: I wD= Total Maximum Load: ' wT= Controlling Total Design Load: wTcont= Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.30 Fv': I Fv'= Adiustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= Shear (0) d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= I Area: Areq= j Moment of Inertia: I 1745' (z. PT6= 12,.33 !Sao A= Ireq= 1= 0.02 IN 0.03 IN = U1724 0.06 IN = U1087 1100 LB 645 LB 1745 LB 0.80 IN 5.0 FT 1.33 FT 480 240 12 PSF 40 PSF 11.0 FT 0 PSF 0.0 FT 1.00 120 PLF 40 PSF 440 PLF 6 PLF 258 PLF 698 PLF 698 PLF 875 PSI 95 PSI 1600000 PSI 625 PSI 1136 PSI 95 PSI 2182 FT -LB 1324 LB 23.1 IN3 30.6 IN3 20.9 IN2 25.3 IN2 31.0 I N4 111.1 IN4 USE 1114 , S Q. x ► Z" DEEP PYG Y13A#JE - 20 -oZD Shear Wall Notes: � WOOD 5TRUGTURAL PANEL DIAPHRAGMS AND SHEAR HALL5 SHALL BE GON5TRUGTED WITH 5HEET5 NOT LE55 THAN 48" x 96". SHEET DIMENSION SHALL BE 24" MINIMUM AT BOUNDARIES AND GHAN6E5 (N FRAMING UNLE55 ALL E06E5 OF THE UNDERSIZED 5HEET5 ARE SUPPORTED BY FRAMING MEMBERS OR BLOGKIN6. FRAMING MEMBERS OR BLOGKIN6 SHALL BE PROVIDED AT THE EDGES OF , ALL SHEETS IN SHEAR HALLS. ALL SHEAR HALLS SHALL EXTEND VERTIGALLY TO THE HIGHEST HORIZONTAL DIAPHRAGM DIRECTLY ABOVE THE HALL. PROVIDE 1%8" 6AP AT ROOF DIAPHRAGM PANEL E06E5. PROVIDE SOLID DIAPHRAGM UNDER ALL ROOF FILL FRAMING AT TRU55ED ROOFS AND PROVIDE MIN. 22"x30" ATTIG AGGE55 OPENING HITH ALL EDGE5 BLOCKED. NAIL HEADS AT DIAPHRAGM NAILING SHALL BE SET FLUSH WITH THE 5URFAGE OF THE SHEATHING. TOENAILS SHALL NOT- BE USED -TO TRANSFER LATERAL FORGES FROM DIAPHRA6M5 TO SHEAR HALLS, COLLEGTOR5 (DRAG STRUTS), OR OTHER ELEMENTS. Foun'datelon Notes: ALL GONGRETE SHALL TEST 2500 PSI MIN. IN 28 DAYS. HOOD PLATES AND SILLS SHALL BE BOLTED TO THE FOUNDATION WITH A MIN. NOMINAL DIAMETER OF 1/2" FOR 5E15MI6 ZONES 0-3 AND 5/8" NOMINAL DIAMETER FOR 5E15MIC ZONE 4. BOLTS SHALL BE AT LEAST A5TM A-30-7 QUALITY AND EMBEDDED 7" MIN. INTO THE GONGRETE OR MASONRY. THERE SHALL BE A MIN. OF THO BOLTS PER PIEGE HITH END BOLT5 LOCATED NOT MORE THAN 12" OR LE55 THAN 1 -BOLT DIAMETERS FROM EACH END OF EACH PIEGE. PLATE HA5HER5 SHALL BE A MIN. OF 2" SQUARE x 3/16" THIGK PLAGED ON EAGH BOLT. ALL BEARIN6 FOOTINGS SHALL HAVE 1-#4 GONTINUOU5 HORIZ. BAR AT 3" OF TOP AND BOTTOM. i HOLDOHN STRAPS SHALL BE INSTALLED OVER HOOD 5TRUGT. PANELS (EXCEPT AT EXTERIOR GRADE 51DIN6). ALL 5PEGI.AL BOLT5, STRAPS, ANGHOR5, ETG., SHALL BE HELD IN PLACE HITH TEMPLATES TO PREVENT DI5LOD61N6 DURING PLAGEMENT OF GONGRETE. `�8AN2 Zdl-OZo ,GHEGK LATERAL 5"1-Abli-ITY - q5 = 145 &54= WIND: 0-15', P = 1.06 (14.5) (1.3) (1) = Iq.lb P517 15-201, P = 1.13 (14.5) (i'.3) (1) = 21.3 P517 20-25', P = I.Iq (1'4.5) (I.3) (1) = 22.43 P5F 25-301, P = 1.23 (14.5) (I.3) (1) = 23.Iq P5F 30-401, P = 1.31 (14.5) (1.3) (1) = 24.bq P5F COMP. 5HIN6LE5 = 2.1 P517 FELT = 0.2 " 5HEATHIN6 = 1.5 " TRU55E5 = 2.6 " 6YP5UM BOARD = 2.0 " INSULATION = 1.5 " M15GELLANEOU5 = 1.5 " TOTAL = 12.0 P517 CONCRETE TILE = 10.0 FBF FELT = 0.3 5HEATHIN6 = 1.511 TRU55E5 - 3.0 " 6YP51,IM BOARD = 2.0 " INSULATION = 1.5 " M15GELLANEOU5 = 1.5 " TOTAL = 20.0 P5F 5E15MIG: ZONE 3, 51MPLIFIED 5TATIG DE516N Ga = 0.36 R=5.5 H = P5F (Trib. Area) Roof P5F = 12.0 P5F Ha I I P5F = 10.0 P5F Total = 22.0 P5F V = 3.0 ((,a) N / R V = 3.0 (0.36) (22.OP5F) (Tr(b. A) / 5.5 V = 4.32 (Trib. Area), ; Roof P5F = 20.0 P5F Na I I P5F = 10.0 P5F Total = 30.0 P5F V=5.0(Ga)H/R V = 3.0 (0.3(b) (30.OP5F) (Trib. A.) / 5.5 V = 5.8q (Trib. Area) Shear Wall Schedule 5YM. DESCRIPTION I A. 5. 2x SILL MA5 W/ 2x SILL 5x SILL WOOD STRUCTURAL PANEL Q3/5" A W/ 8d COMMON ®6" D.G. -EDGE 1/2",Px 10" LONG ANCHOR "SIMP50N" MA5 WA NAIL, 12" O.G. - FIELD NAIL BOLT5 AT 45" O.G. ANCHOR AT 32" O.G. 3/5" WOOD STRUCTURAL PANEL W/ bd COMMON 6 4" D.G. - EDGE 1/2"0 x 10" LON6 ANCHOR "SIMPSON" MA5 WA NAIL, 12" O.G. - FIELD NAIL BOLTS AT 32" O.G. ANGHOR AT 24' O.G. A30" WOOD STRUCTURAL PANEL 1/2"iP x 12" LONG C W bd COMMON ® 3" O.G. - E06E 1/2" m x 10" LON6 ANCHOR "51MP5ON" MA5 ANCHOR BOLTS NAIL, 12" O.G. - FIELD NAIL BOLT5 AT 12" O.G. ANCHOR AT 16" O.G. AT 24" O.G. 3/b" WOOD 51RUGTURAL PANEL 1/2"(P x 12" LON6 W/ bd COMMON ® 2" D.G. - E06E 1/2"4) x 10" LON6 ANCHOR "51MP50N" MA5 ANCHOR BOLTS NAIL, 12" O.G. - FIELD NAIL BOLT5 AT b" O.G. ANCHOR AT 12" O.G. AT jr,, O.G. 3/5" WD. 5TRUGT. PANEL W/bd 1/2%) x 12" LON6 COMMON 6 4" D.G. E.N., - 12" O.G. WA WA ANChOR BOLTS F.N. BOTH SIDES OF WALL AT 12" O.G. - PROVIDE MIN. 5x 57UD AT ADJOINING VERT. 4 HORIZ. PANEL EN05 AND EDGE5. 0 Y6ANE7- 7201 - OZO Pz --"0 75 S,7S S,2J P Sz P6 P, 0 1 S 10 SE�Ismlc 48431 �i = 4.32 (7-oS4t) P?=4.72(IIS44)_ 4g80 Ps = 4.3L(�o83�)= 8gga'� P - 4.3t(14 -6-0t)= 63oT # 5' 6,75 1 91 W IMD Pz=19.96( 32ot)+21.30(178�)�22.93(178���2> ig(146��=17563# P =19.81 Z021,3o(801�) f21A3(4St)+23,1q(Iof) : X98 I� P* 11,19( IRSt)+21,3o(1Izt)+22.43(8gj) 82 6# PS 19.98(3zo�P��2i,30(17e)f22,43()SSt)423,1.1(18+) 96 P6 : 1998(207+)�zj,30(1lot)f 22A 3 60�' �-23.19. 3d =8S 20# P7 : l�i.g8iS4�)-�-Z►,30 (31) =1143# YSAN Ez Zvi- ozo OZO - I OZ,-LINVOK S�371N►S Qn1S �� q /rn f '21 SQN1S �S(1 I "2 0 „Z 1 a X -L-708 ( t;,- T VD -+is -aSn SlgA(YIS p91-bz/rn 4n1S �80�m 1'�SOHiS`�Sn 60 Szz] 1 �� `�ZbFZZ ^ iplN L-�S�I = � z i � ! 4Fi �� /SZ Z))S9sL : �w # sq s A =41104SdZI =-Joos ft IF Z-1 ► SLI � cl , i t4--vf- 'it'll Cb� °SL (01) .--1 IV rn 1 S'L.b `IS 1465 Pt F - Mo (c) 5 Soo ' MALL = 1 SPSF (T)i1 �� = 7So* kOOF -PgP(970) 1434#' I 2346�� Ili (31 UPL I FT = 131 1►a= 2Gzz P = S 226 4 22 374 P:Lr f Mn I 'g4417t UJAu.=1SPSP(5.2s�(�6� IZbo# RooF = IZPSF(1S+(so 1604# f Q�8S# Ma ZS, USE S{fCAP WALL C- w/ zx SILL � Y7z" (P h,, BOLTS G 12." 0.(-, USE 5THDIo RJ .- LO/D61, STUD W� 28 - I G,cQ S INkERS Use 94EAK %ALf: (3 w/2x Stl� a • BOLTS.. :USE STHDSRJ W/ D8L STUD - W/ �4 - W S;m4ERs Y BPNc Z 20(-010 �Sz ( 14`0 = 3S8 PbF �.S A4 = 3S8 4) (Z4) = so 1 Zo r WALL. - goo r - 12.Psr(804)-' 160 . 3060 r 3060 (I SA)(Z/�) = I S 3 00 " U.Se- SHIM WALL� (A)/2,,, Sic 1(o U 4, C. PAO 31 S 2o' Opwr-r-. �4-- e O :2'321 USE STHDIoRJ n t S� ✓Q� 57up w� 2g - l 6c- S MNKER S gSZd S62 P�f US'E' S ttEAf; WALL. A t. D u>/ 2 x i 1/2 Bo1.7S (o g u ©, G, 0 6,67)(1)iz�3 _ 4248 G�AIS PSF07)(6.67) = 17coi Roo " I2 psr-Cgo0)= Iott 2 780 %^r =2786 (6.67/ I ilAo = 36362- 36302. � - UPLtFT x.67 = S4.43 (J36 ST.HDi9RJ uu/ D6L STUD w/38-I(od SINKERS P7 = 1193 ` j_ t � ` �9S pt.r- usE s+�rZ wa�L. 4, . `t'BAOCZ -1-0(-O20 PAO eco � = l2pSF(S64'� = C, = 2A 7.X 7600 - CHECK 5TANDARD GRADE BEAM As=0.2+0153 ,d=15" = 0.24 50. IN. FT6. WT. = 150 P(F(I.5) = 225 PLF SLAB 11 = 50 PCF(3) 150 PLF TOTAL = 515 PLF MAX. ALLOWABLE MOMENT: M5 = Asad '= 0.24(1.44)(1.33)(15) = 6A121 -k ALLOWABLE CANTILEVER No UPLIFT L = M#(2) = 6112(2) wt 315 i MAXIMUM UPLIFT RE515TANCE = 375(6.00(2) = 4553 # i . MAXIMUM GRAVITY LOAD _ assume a uniform structure load of 315 PLF ' P = 11500-515(2)] 121' = 1000 # "(BA►Jcz J.► -ozo Alt L+4 E.C. - 4 , T -E Al \.Y/,d L D usE zsoo psi.conG• �RAIJE 40 �EtNr-(� A/Z5, t=5= 20 t�S/ SA iU�pT�o Soic. = G6pcF SLIP-a.++A26F- _ 50 PS, F, .T.AY 74)Ce vvAU— tk Y �5 r�ae5. Ca T, y�2T L oAn S ►=LootZ.` S2 p5r"��V, :� Q3? 1�1.C'• MALL (ALF, (oar .- 3� ('SF L'L4) . - Lc, R • _ S Y� M uc%4t. � = l�PS F X5.2, = . �3' L is . P t,� . • EST 4.. wc. r 2~7 7 PLS' 2t477 Lo 10 T14 Y 1 �rvb -}1nr n. a •••••,-• ._ COW583 %oto � � � 4 �+ ��.►z Bae. (�. �-"o,c»-� V ' � Owner: RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Building Permit Number: Plans Examiner: Linda Simpson A. P. Number: GENERAL: Zoning requirements — (number of permitted living units). ,-2' Plans signed by the designer. 4-3" Proper description of work on the application. `Existing violations on the property. — Recorded notice of violation. --6 Building permit valuation. LOT PLAN: Complete parcel size and dimensions. S tbacks, side yard, easements, etc. Other buildings or structures. rad. g, fills and/or drainage. ood hazard Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) fF OOR PLAN: laps and specifications drawn to scale with dimensions and of sufficient clarity (UBCsec 10% 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 squa�Cete imum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less 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 less than 7 feet measured to the lowest projection 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 than 7 feet 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 which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel bunting equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). ,*--Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 47. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: . 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet' stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. _ 3. Clerestory requiring balloon framing and/or engineering. -4' Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7.. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 1 Stud heights. High expansive soil — special foundation design required. , Retaining walls requiring design. 15. Gypsum 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 every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. ►17 lectric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior 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 1004.3.3.2). Two 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. nergy design compliance and supporting documentation. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 X, CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Ybanez Residence Date..03/29/01 11:37:21 Project Address........ Hearnow Lane ******* Durham, California *v5.10* Documentation Author... Donna Wallace ******* Climate Zone.. ..... Compliance Method...... 399 East 9th Avenue Chico, CA 95926 530-893-4982 11 MICROPASS v5.10 for Buy/ d�/S ing Pe it—# Plan C ec Da e Field Check[ Da e 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-YBANEZ2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run-Ybanez Residence 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 -value.... Average Glazing SHGC....... Average Ceiling Height..... 3811 sf Single Family Detached New Front Facing 180 deg (S) 1 2 Raised Floor 20.1 % of floor area 0.38 Btu/hr-sf-F 0.37 10 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Door n/a R-0 R-n/a R-0 0.330 Wall Wood R-13 R-0 R-13 0.088 Roof Wood R-11 R-27 R-38 0.025 Roof Wood R-17.8 R-0 R-17.8 0.055 Floor Wood R-19 R-0 R-19 0.037 F1oorExt Wood R-19 R-0 R-19 0.048 Front (S) 5.1 FENESTRATION 0.330 Typical, 1/2 Bath Garage Entry, Garage, Attic Garage, 1/2 Bath Typical Bonus Room Typical Bonus Room Interior Exterior Shading Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standa Standard Standard Standard +� Stan z�a St�1 a t StanJAN WdMarN 41�v3/ Over- hang/ Fins None None None Yes Yes Yes Yes Yes Yes None None Area U_ orientation (sf) Value SHGC Window Front (S), 15.0 0.340 0.310 Window Front (S) 24.0 0.340 0.310 Window Front (S) 15.0 0.340 0.310 Window Front (S) 5.1 0.300 0.330 Window Front (S) 9.4 0.300 0.330 Window Front (S) 5.1 0.300 0.330 Window Front (S) 10.7 0.300 0.330 Window Front (S) 10.7 0.300 0.330 Window Front (S) 22.1 0.300 0.330 Window Front (S) 18.0 0.340 0.310 Window Front (S) 18.0 0.340 0.310 Typical, 1/2 Bath Garage Entry, Garage, Attic Garage, 1/2 Bath Typical Bonus Room Typical Bonus Room Interior Exterior Shading Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standa Standard Standard Standard +� Stan z�a St�1 a t StanJAN WdMarN 41�v3/ Over- hang/ Fins None None None Yes Yes Yes Yes Yes Yes None None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Ybanez Residence Date..03/29/01 11:37:21 MICROPASS v5.10 File-YBANEZ2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run-Ybanez Residence FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (S) 18.0 0.340 0.310 Standard Standard None Window Front (S) 2.2 0.300 0.330 Standard Standard None Window Front (S) 2.2 0.300 0.330 Standard Standard None Window Front (S) 2.2 0.300 0.330 Standard Standard None Window Front (S) 12.0 0.340 0.310 Standard Standard None Window Front (S) 6.3 0.300 0.330 Standard Standard None Window Front (SW) 12.0 0.300 0.330 Standard Standard None Window Front (SW) 1.5 0.300 0.330 Standard Standard None Window Right (SE) 12.0 0.300 0.330 Standard Standard None Window Right (SE) 1.5 0.300 0.330 Standard Standard None Window Left (W) 18.0 0.340 0.310 Standard Standard Yes Window Left (W) 18.0 0.340 0.310 Standard Standard Yes Window Left (W) 6.0 0.340 0.310 Standard Standard Yes Window Left (W) 6.0 0.340 0.310 Standard Standard Yes Door Left (W) 24.0 0.550 0.650 Standard Standard Yes Door Left (W) 24.0 0.550 0.650 Standard Standard Yes Window Left (W) 21.0 0.340 0.310 Standard Standard Yes Window Left (W) 2.6 0.300 0.330 Standard Standard Yes Window Left (W) 24.0 0.340 0.310 Standard Standard None Window Left (NW) 21.0 0.340 0.310 Standard Standard None Window Left (NW) 2.6 0.300 0.330 Standard Standard None Window Left (NW) 21.0 0.340 0.310 Standard Standard Yes Window Left (NW) 2.6 0.300 0.330 Standard Standard Yes Window Back (NE) 21.0 0.340 0.310 Standard Standard Yes Window Back (NE) 2.6 0.300 0.330 Standard Standard Yes Door Back (N) 24.0 0.550 0.650 Standard Standard Yes Window Back (N) 18.0 0.340 0.310 Standard Standard Yes Window Back (N) 30.0 0.300 0.330 Standard Standard None Window Back (N) 3.7 0.300 0.330 Standard Standard Yes Window Back (N) 24.0 0.340 0.310 Standard Standard Yes Window Back (N) 30.0 0.340 0.310 Standard Standard Yes Window Back (N) 24.0 0.340 0.310 Standard Standard Yes Window Back (N) 7.1 0.300 0.330 Standard Standard Yes Window Back (N) 8.9 0.300 0.330 Standard Standard Yes Window Back (N) 7.1 0.300 0.330 Standard Standard Yes Window Back (N) 21.0 0.340 0.310 Standard Standard None Window Back (N) 2.6 0.300 0.330 Standard Standard Yes Door Right (E) 24.0 0.550 0.650 Standard Standard Yes Window Right (E) 18.0 0.340 0.310 Standard Standard Yes Window Right (E) 18.0 0.340 0.310 Standard Standard Yes Window Right (E) 30.0 0.340 0.310 Standard Standard Yes Window Right (E) 6.0 0.340 0.310 Standard Standard Yes Window Right (E) 3.0 0.300 0.330 Standard Standard Yes Skylight Front (S) 4.0 0.940 0.600 None None None Skylight Left (W) 8.0 0.940 0.600 None None None Skylight Left (W) 8.0 0.940 0.600 None None None Skylight Left (W) 8.0 0.940 0.600 None None None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Ybanez Residence Date..03/29/01 11:37:21 MICROPAS5 v5.10 File-YBANEZ2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run-Ybanez Residence HVAC SYSTEMS Minimum Duct Equipment Type Efficiency Location Furnace 0.800 AFUE Attic ACSplit 10.00 SEER Attic Duct Tested Duct ACCA Thermostat R -value Leakage Manual D Type R-4.2 No No Setback R-4.2 No No Setback WATER HEATING SYSTEMS Tank Type Heater Type Distribution Type Storage Gas Recirc/Timer REMARKS Number Tank External in . Energy Size Insulation System Factor (gal) R -value 1 0.58 50 R- n/a The typical ceiling insulation shall be R-38. The sloped ceilings at the Bonus Room have been modeled with R-19. Average U -value of roof insulation = (3436 x 0.025 + 362 x 0.055)/3798 = 0.028 < 0.051 OK The typical wall insulation shall be R-19. The wall between the the stairs to the Bonus Room and the garage appears to be framed with 2 x 4 studs (see floor plan on drawing sheet 2). This wall has been modeled with R-13 insulation. Conditioned Floor Area = 3109 sf (Main Living Area) + 639 sf (Bonus Room) + 63 sf (Stairs to Bonus Room on 1st floor) _ 3811 sf. Reference: P400-98-002 page G-12. CEC default U -values and default SHGC-values were used for the French doors and the skylights. The vinyl windows shall be dual -pane by Insulate with low -E squared glass. Operable windows have a maximum 0.34 U -value and a maximum 0.31 SHGC. Fixed windows have a maximum 0.30 U -value and a maximum 0.33 SHGC. Reference: NFRC data provided by Nor Cal Window & Door, phone (530) 345-5266. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... Ybanez Residence Date..03/29/01 11:37:21 MICROPAS5 v5.10 File-YBANEZ2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run-Ybanez Residence 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.... Louis & Kay Ybanez Company. Address. P.O. Box 1190 Durham, CA 95938 Phone... 530-891-7968 License. Signed.. QZLW4 -31-30/o �- (datt I ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. a e DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Address. 399 East 9th Avenue Chico, CA 95926 Phone... 530-893-4982 Signed.. �OYvv� [/► 312911 a e MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF -1R 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. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures *150(a): Minimum R-19 ceiling insulation. R-38 Typical 150(b): Loose fill insulation manufacturer's labeled R -value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal R-19 Typical framed walls (does not apply to exterior mass walls). R-19 *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor N/A transmission rate no greater than 2.0 perm/inch. Fiberglass 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. Batts 116-17: Fenestration Products, Exterior Doors and Infilitration/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 -value, By Contractor certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. N/A 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. N/A 150(e): installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closable metal or glass door b. Outside air intake with damper and control N/A c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. By Contractor 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. Attached 150(1): Setback thermostat on all applicable heating and/or cooling systems. By Contractor 150(j): Pipe and Tank Insulation 1. Storage gas water heaters rated with and 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). By Contractor 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 systems. 5. Cooling system piping below 55 degrees Fahrenheit insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within 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 UL1818 and other applicable specified tests for longevity given in Section 150(m). 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. By Contractor Residential Compliance Form July 1, 1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R 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. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures (continued) 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. N/A 2. System is installed with: a. At least 36" 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 pilot light. (Exception: Non -electrical L.P. Gas - N/A cooking appliances with pilot < 150 Btu/hr.) Lighting Measures 150(k)l: 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. By Contractor 150(k)2: Rooms with a shower or bathtub must either have 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 Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Residential Compliance Form July 1, 1999 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Ybanez Residence Date..03/29/01 11:37:21 Project Address........ Hearnow Lane ******* Durham, California *v5.10* Documentation Author... Donna Wallace ******* I Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone 11 Plan Check Da e Field Check/ Date Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-YBANEZ2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run-Ybanez Residence Zone Type HOUSE Residence Energy Use (kBtu/sf-yr) MICROPASS ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 17.68 16.61 1.07 Space Cooling.......... 14.44 10.94 3.50 Water Heating.......... 7.48 8.10 -0.62 Total 39.60 35.65 3.95 *** 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 -value.... Average Glazing SHGC....... Average Ceiling Height..... 3811 sf Single Family Detached New Front Facing 180 deg (S) 1 2 ReducedYear Raised Floor 1 38102 cf 0 sf 20.1 % of floor area 0.38 Btu/hr-sf-F 0.37 10 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- (sf) (cf) Units itioned 3811 38102 1.00 Yes Thermostat Type Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Ybanez Residence Date..03/29/01 11:37:21 MICROPASS v5.10 File-YBANEZ2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run-Ybanez Residence Area Surface (sf) OPAQUE SURFACES U- Insul Act Solar Form 3 Location/ value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 354 0.065 17.8 180 90 Yes 2 Door 28 0.330 0 180 90 Yes 3 Wall 85 0.065 17.8 180 90 No 4 Wall 206 0.088 13 180 90 No 5 Door 24 0.330 0 180 90 No 6 Wall 15 0.065 17.8 225 90 Yes 7 Wall 15 0.065 17.8 135 90 Yes 8 Wall 648 0.065 17.8 270 90 Yes 9 Wall 12 0.065 17.8 270 90 No 10 Wall 38 0.088 13 270 90 No 11 Wall 52 0.065 17.8 315 90 Yes 12 Wall 26 0.065 17.8 45 90 Yes 13 Wall 606 0.065 17.8 0 90 Yes 14 Door 18 0.330 0 0 90 Yes 15 Wall 752 0.065 17.8 90 90 Yes 16 Roof 3436 0.025 38 n/a 0 Yes 17 Roof 169 0.055 17.8 270 37 Yes 18 Roof 193 0.055 17.8 90 37 Yes 19 Floor 3109 0.037 19 n/a 0 No 20 F1oorExt 639 0.048 19 n/a 0 No orientation W.19.2X6.16 None W.19.2X6.16 W.13.2X4.16 None W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 W.13.2X4.16 W.19.2X6.16 W.19.2X6.16 W.19.2X6.16 None W.19.2X6.16 R.38.2X4.24 R.19.2X6.24 R.19.2X6.24 FC.19.2X8.16 FX.19.2X8.16 FENESTRATION SURFACES Typical Entry 1/2 Bath Garage Garage Garage 1/2 Bath Attic Typical Bonus Room Bonus Room Typical Bonus Room Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (S) 15.0 0.340 0.310 180 90 2 Window Front (S) 24.0 0.340 0.310 180 90 3 Window Front (S) 15.0 0.340 0.310 180 90 4 Window Front (S) 5.1 0.300 0.330 180 90 5 Window Front (S) 9.4 0.300 0.330 180 90 6 Window Front (S) 5.1 0.300 0.330 180 90 7 Window Front (S) 10.7 0.300 0.330 180 90 8 Window Front (S) 10.7 0.300 0.330 180 90 9 Window Front (S) 22.1 0.300 0.330 180 90 10 Window Front (S) 18.0 0.340 0.310 180 90 11 Window Front (S) 18.0 0.340 0.310 180 90 12 Window Front (S) 18.0 0.340 0.310 180 90 13 Window Front (S) 2.2 0.300 0.330 180 90 14 Window Front (S) 2.2 0.300 0.330 180 90 15 Window Front (S) 2.2 0.300 0.330 180 90 16 Window Front (S) 12.0 0.340 0.310 180 90 17 Window Front (S) 6.3 0.300 0.330 180 90 18 Window Front (SW) 12.0 0.300 0.330 225 90 19 Window Front (SW) 1.5 0.300 0.330 225 90 20 Window Right (SE) 12.0 0.300 0.330 135 90 21 Window Right (SE) 1.5 0.300 0.330 135 90 22 Window Left (W) 18.0 0.340 0.310 270 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 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 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 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Ybanez Residence Date..03/29/01 11:37:21 MICROPASS v5.10 File-YBANEZ2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run-Ybanez Residence FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 23 Window Left (W) 18.0 0.340 0.310 270 90 Standard/0.76 Standard/0.68 24 Window Left (W) 6.0 0.340 0.310 270 90 Standard/0.76 Standard/0.68 25 Window Left (W) 6.0 0.340 0.310 270 90 Standard/0.76 Standard/0.68 26 Door Left (W) 24.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 27 Door Left (W) 24.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 28 Window Left (W) 21.0 0.340 0.310 270 90 Standard/0.76 Standard/0.68 29 Window Left (W) 2.6 0.300 0.330 270 90 Standard/0.76 Standard/0.68 30 Window Left (W) 24.0 0.340 0.310 270 90 Standard/0.76 Standard/0.68 31 Window Left (NW) 21.0 0.340 0.310 315 90 Standard/0.76 Standard/0.68 32 Window Left (NW) 2.6 0.300 0.330 315 90 Standard/0.76 Standard/0.68 33 Window Left (NW) 21.0 0.340 0.310 315 90 Standard/0.76 Standard/0.68 34 Window Left (NW) 2.6 0.300 0.330 315 90 Standard/0.76 Standard/0.68 35 Window Back (NE) 21.0 0.340 0.310 45 90 Standard/0.76 Standard/0.68 36 Window Back (NE) 2.6 0.300 0.330 45 90 Standard/0.76 Standard/0.68 37 Door Back (N) 24.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 38 Window Back (N) 18.0 0.340 0.310 0 90 Standard/0.76 Standard/0.68 39 Window Back (N) 30.0 0.300 0.330 0 90 Standard/0.76 Standard/0.68 40 Window Back (N) 3.7 0.300 0.330 0 90 Standard/0.76 Standard/0.68 41 Window Back (N) 24.0 0.340 0.310 0 90 Standard/0.76 Standard/0.68 42 Window Back (N) 30.0 0.340 0.310 0 90 Standard/0.76 Standard/0.68 43 Window Back (N) 24.0 0.340 0.310 0 90 Standard/0.76 Standard/0.68 44 Window Back (N) 7.1 0.300 0.330 0 90 Standard/0.76 Standard/0.68 45 Window Back (N) 8.9 0.300 0.330 0 90 Standard/0.76 Standard/0.68 46 Window Back (N) 7.1 0.300 0.330 0 90 Standard/0.76 Standard/0.68 47 Window Back (N) 21.0 0.340 0.310 0 90 Standard/0.76 Standard/0.68 48 Window Back (N) 2.6 0.300 0.330 0 90 Standard/0.76 Standard/0.68 49 Door Right (E) 24.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 50 Window Right (E) 18.0 0.340 0.310 90 90 Standard/0.76 Standard/0.68 51 Window Right (E) 18.0 0.340 0.310 90 90 Standard/0.76 Standard/0.68 52 Window Right (E) 30.0 0.340 0.310 90 90 Standard/0.76 Standard/0.68 53 Window Right (E) 6.0 0.340 0.310 90 90 Standard/0.76 Standard/0.68 54 Window Right (E) 3.0 0.300 0.330 90 90 Standard/0.76 Standard/0.68 55 Skylight Front (S) 4.0 0.940 0.600 180 37 None/1 None/1 56 Skylight Left (W) 8.0 0.940 0.600 270 37 None/1 None/1 57 Skylight Left (W) 8.0 0.940 0.600 270 37 None/1 None/1 58 Skylight Left (W) 8.0 0.940 0.600 270 37 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 4 Window 5.1 n/a 2.5 5.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 9.4 n/a 2.5 5.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 5.1 n/a 2.5 5.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 10.7 n/a 8.0 6.7 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 10.7 n/a 8.0 6.7 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 22.1 n/a 3.7 6.7 1.5 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Ybanez Residence Date..03/29/01 11:37:21 MICROPAS5 v5.10 File-YBANEZ2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run-Ybanez Residence OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 22 Window 18.0 n/a 6.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 18.0 n/a 6.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 6.0 n/a 3.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 6.0 n/a 3.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 26 Door 24.0 3.0 8.0 19.0 1.0 1.5 19.0 n/a n/a n/a n/a n/a n/a 27 Door 24.0 3.0 8.0 22.0 1.0 6.3 22.0 n/a n/a n/a n/a n/a n/a 28 Window 21.0 3.5 6.0 22.0 1.5 2.1 22.0 n/a n/a n/a n/a n/a n/a 29 Window 2.6 3.5 0.8 22.0 0.7 2.1 22.0 n/a n/a n/a n/a n/a n/a 33 Window 21.0 n/a 6.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 34 Window 2.6 n/a 0.8 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 35 Window 21.0 n/a 6.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 2.6 n/a 0.8 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 37 Door 24.0 n/a 8.0 6.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 38 Window 18.0 n/a 6.0 6.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 40 Window 3.7 n/a 0.8 1.3 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 41 Window 24.0 n/a 6.0 11.3 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 42 Window 30.0 n/a 6.0 11.3 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 43 Window 24.0 n/a 6.0 11.3 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 44 Window 7.1 n/a 2.0 11.3 -0.5 n/a n/a n/a n/a n/a n/a n/a n/a 45 Window 8.9 n/a 2.0 11.3 -0.5 n/a n/a n/a n/a n/a n/a n/a n/a 46 Window 7.1 n/a 2.0 11.3 -0.5 n/a n/a n/a n/a n/a n/a n/a n/a 48 Window 2.6 n/a 0.8 1.3 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 49 Door 24.0 3.0 8.0 22.0 1.0 22.0 6.3 n/a n/a n/a n/a n/a n/a 50 Window 18.0 n/a 6.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 51 Window 18.0 n/a 6.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 52 Window 30.0 n/a 5.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 53 Window 6.0 n/a 3.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 54 Window 3.0 n/a 1.0 1.3 1.0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.800 AFUE Attic R-4.2 No No 0.767 ACSplit 10.00 SEER Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Recirc/Timer 1 0.58 50 R- n/a 0 COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.......... Ybanez Residence Date..03/29/01 11:37:21 MICROPASS v5.10 File-YBANEZ2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run-Ybanez Residence REMARKS The typical ceiling insulation shall be R-38. The sloped ceilings at the Bonus Room have been modeled with R-19. Average U -value of roof insulation = (3436 x 0.025 + 362 x 0.055)/3798 = 0.028 < 0.051 OK The typical wall insulation shall be R-19. The wall between the the.stairs to the Bonus Room and the garage appears to be framed with 2 x 4 studs (see floor plan on drawing sheet 2). This wall has been modeled with R-13 insulation. Conditioned Floor Area = 3109 sf (Main Living Area) + 639 sf (Bonus Room) + 63 sf (Stairs to Bonus Room on 1st floor) _ 3811 sf. Reference: P400-98-002 page G-12. CEC default U -values and default SHGC-values were used for the French doors and the skylights. The vinyl windows shall be dual -pane by Insulate with low -E squared glass. Operable windows have a maximum 0.34 U -value and a maximum 0.31 SHGC. Fixed windows have a maximum 0.30 U -value and a maximum 0.33 SHGC. Reference: NFRC data provided by Nor Cal Window & Door, phone (530) 345-5266. CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... Ybanez Residence Date..03/29/01 11:37:21 MICROPASS v5.10 File-YBANEZ2 Wth-CTZ11S92 Program -FORM 3R User#-MP0995 User- Run-Ybanez Residence 5xetcn or uonstruczion Assemn.iy Parallel Path Method Reference Name . R.19.2X6.24 Description .... Roof R-19 2x6 24oc Type ........... Roof R -Value ........ 17.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ..... Wood Description .. 2x6 fir Spacing .... 24 inches on center Framing Frac.. 0.07 LIST OF CONSTRUCTION COMPONENTS Material Name Description O. FILM. EX 1. SHNGL.ASPHLT 2. BLDG.PAPER 3. OSB.0.4375 4c. BATT.R19 4f. FIR.2X6 5. GYP.0.50 I. FILM.IN.RF Exterior air film: winter value Asphalt shingle roofing Building paper (felt) 7/16 in OSB sheathing R-19 batt insul (cavity = 5.5 in) 2x6 fir 0.50 in gypsum or plaster board Inside air film: heat flow straight up FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity Frame R -Value R -Value 0.17 0.17 0.44 0.44 0.06 0.06 0.62 0.62 17.80 -- -- 5.45 0.45 0.45 0.61 0.61 20.15 Total U -Value: (1 / 20.15 x 0.93) + (1 / 7.80 x 0.07) = 0.055 Btu/hr-sf-F Total R -Value: 1 / 0.055 = 18.14 hr-sf-F/Btu 7.80 HVAC.SIZING Page 1 HVAC Project Title.......... Ybanez Residence Date..03/29/01 11:37:21 Project Address........ Hearnow Lane ******* Durham, California *v5.10* Documentation Author... Donna Wallace ******* I But ing Permi 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPAS5 v5.10 for Plan Check Da e Fie Check/ Date 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-YBANEZ2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run-Ybanez Residence GENERAL INFORMATION FloorArea ................. Volume.. ............ Front Orientation.......... Sizing Location............ Latitude... .... ....... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange........ ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 3811 sf 38102 cf Front Facing 180 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (S) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 19907 9432 Glazing Conduction ............... 12468 6959 Glazing Solar .................... n/a 13114 Infiltration ..................... 24094 7917 Internal Gain .................... n/a 2100 Ducts ............................ 5647 3952 Sensible Load .................... 62116 43475 Latent Load ...................... n/a 8695 Minimum Total Load 62116 52170 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 margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. O FLOOR PLAN NOTES ALL MAY NOT APPLY TO TMS PRO.ELT 1. fih- etalb 1 bb -WY mat cordam to the req* ..de .1 WO 4024 eq, h) 2. Mall ,utas bWW ur, Me m ober 1hhM Mdi anterbb w N be consbuctod d r k - rot adveroely dtected �y inter. '..fleet rock ewt be roopVemmb op UF'C po24 eq, rJ. gtpraveo vR band t btdbd Pa' I.BO. 9. blma whdoro 1 Coarct ,bled fo tumor heat mat Maar m 4. All ehrr. doom W a� mhhrtm of 22• rhe, S. All eedrg gtxe doare, trerrh dears, bel-ofCaro / doss aut oP fpa9e to Ilwe feoperp/ (jpM 6. Prwde a marMtlGd vadllothg xflam tlnF ma! epply S cM+ges per har h bdhown 1 hxiny noana 4 2 clgxpa per twr h oths MIIt�b roarro. T. Provtm hsatrg aaglp. sufFkbN !o meet regmb eet Parts h 1.8G. B. Provde bxt4a/t dmpwall hoods voted Bsu roof. a 90''4 to comb Abb matamal drove Wt. rage, - 90 ugrotecled. 24' protected 1 hak. c1r. per sWe ' ha og 4m�r doll W o! bae! Me mh gVdti elioM h 6BG tablew II. R-ovlCe tralg poi exL 1 mah a bid p"IWm. 12. Mh. txxaiwm • s 6'd' dsv. 19. 5/B' 4pe k' qq. tai u�r stdro. 14. S/D' type k' gp. bd. • Zi 1 u16'g aid oll aPPatr'9 eaggae-p a goagrk1b to . Iris. 16. 19/6' e:G eeRc n. 22•x90" attk acc�em rV30' hd-. W on udatructeC .zein} le. 90' x 90' attic ause� rJ4B' heaCroarn. 14 Refer. 20. Ox W rased cater above. 21. 2'x 9'lelad 22. Ob1..trk r✓dlep 23. Raxp ry}nad 1 /m vtr. ttnrlt aV. pv mvull. 24. Cook tap rlrlood 1 fon vtr. (horrz, cV. per ma W). 23. Pawdalt uoldop (hariz. cV. per mats). 26. Od. oven 21.bvel mkm. 26. MN 29. Barame 50. Halt - 31. lhyer (vert fo oubdel 93. Lam w � 94. ON. br cante 35. Nit adx 36. 150-Wir-d rab. 97. Ped. ertc 96. 5o11d srfau (Per arrer ,pec). 99. OeroNc bb caster tops, 40. 36' iambi ht 41. Y hk#J r: T2• ble N/51-. rod 4 aA h. 42. 52• x 40' dr. h bb eurtoce 1 solely gl. tr. 44. 96•x36• slra-. - T2" gia. p gla enclosure. 4I. Y tblKrr. -tee rUsolety glmc bore. 45. 6' 7t tb r A2' epk k 46. 5etr 41. 40 gd. gm .vh - S/& tg>e k' gp. bd Pude told wnpvtmed, wNatee mar, proud, tOD eve h. o/ ccoortrtbb. at w Ili a veld aeO M/h I2' oP Raor 1 aelbq. 46. 90 gal. gm M/n rV retia. poop (mn et/klarcy of b2T 49. P-4- locotlon 50. IM -fab f•rfter'W. gkm doaro, IGW aper. /Imtalbd mare. SI. 5 FreretaiAy efov.. KBO ppl. 1 rotdbd per enrol. 53. 54. A/G cadenertr 5S. e,36• rotl�9 56. Ca'. Neribwitg 5T. ba+q SB. IhOrood bl orrg 39. 6Recessed c -&q622 . tlr u - 69. veroer 64. VNI11gh4mall per maul. Wm -s. - Icao oppr. ut, 65. 18'. 24' fbar acees. 66. Fest Iloar Hdl I Me orI). 61. Sscad floor roll IM �obwe). 66. Cberire gots 69. 9oW ba@. o roll. ,hell aroo. ad poli. T2. Oobb ,hell oad pob. 74 ehee. T). Br� ehk 76. 2x41rarod c bWW aroud post. TY. 4 x 4 pat W ABE44 a PC,. 16. 6 x 6 post W ASE66 t K. 1q. 4'.q. steel col, BUILDING AREAS LIVRG AFMAh 3109 S.F. 6ARME A37 -A-161 SF. PORGN AREA: 132 5F. PATIO AREA. 341 5F. BOMB AREA. 639 SF. W-Irdi-IME0 Environmental Health F E B 1 3 2001 Choco, California 2/2001 V4g1' YBMFS 2 r 12 - +'rn • ,..,$�_.�._.�_.. • - � . .-mow �'xw of rte.._ ®� _ ���dmeeeseamQcsAanw� �I � ��1t, �f I_I - m N ~ � � - _- P I IhS: i��r I� 4. 'v: 1;1 ✓ r •I lr 1{ r . . J m I ii �� -x� Y� k I I• 1.• swaanrcx�.,zhaum_nkac•a .P�_e�icr�...rsu�ra 2050 SA a��.¢e;amecr 2- ter_- 213091JA- a�205. 540 I 940- '12, VA O FLOOR PLAN NOTES ALL MAY NOT APPLY TO TMS PRO.ELT 1. fih- etalb 1 bb -WY mat cordam to the req* ..de .1 WO 4024 eq, h) 2. Mall ,utas bWW ur, Me m ober 1hhM Mdi anterbb w N be consbuctod d r k - rot adveroely dtected �y inter. '..fleet rock ewt be roopVemmb op UF'C po24 eq, rJ. gtpraveo vR band t btdbd Pa' I.BO. 9. blma whdoro 1 Coarct ,bled fo tumor heat mat Maar m 4. All ehrr. doom W a� mhhrtm of 22• rhe, S. All eedrg gtxe doare, trerrh dears, bel-ofCaro / doss aut oP fpa9e to Ilwe feoperp/ (jpM 6. Prwde a marMtlGd vadllothg xflam tlnF ma! epply S cM+ges per har h bdhown 1 hxiny noana 4 2 clgxpa per twr h oths MIIt�b roarro. T. Provtm hsatrg aaglp. sufFkbN !o meet regmb eet Parts h 1.8G. B. Provde bxt4a/t dmpwall hoods voted Bsu roof. a 90''4 to comb Abb matamal drove Wt. rage, - 90 ugrotecled. 24' protected 1 hak. c1r. per sWe ' ha og 4m�r doll W o! bae! Me mh gVdti elioM h 6BG tablew II. R-ovlCe tralg poi exL 1 mah a bid p"IWm. 12. Mh. txxaiwm • s 6'd' dsv. 19. 5/B' 4pe k' qq. tai u�r stdro. 14. S/D' type k' gp. bd. • Zi 1 u16'g aid oll aPPatr'9 eaggae-p a goagrk1b to . Iris. 16. 19/6' e:G eeRc n. 22•x90" attk acc�em rV30' hd-. W on udatructeC .zein} le. 90' x 90' attic ause� rJ4B' heaCroarn. 14 Refer. 20. Ox W rased cater above. 21. 2'x 9'lelad 22. Ob1..trk r✓dlep 23. Raxp ry}nad 1 /m vtr. ttnrlt aV. pv mvull. 24. Cook tap rlrlood 1 fon vtr. (horrz, cV. per ma W). 23. Pawdalt uoldop (hariz. cV. per mats). 26. Od. oven 21.bvel mkm. 26. MN 29. Barame 50. Halt - 31. lhyer (vert fo oubdel 93. Lam w � 94. ON. br cante 35. Nit adx 36. 150-Wir-d rab. 97. Ped. ertc 96. 5o11d srfau (Per arrer ,pec). 99. OeroNc bb caster tops, 40. 36' iambi ht 41. Y hk#J r: T2• ble N/51-. rod 4 aA h. 42. 52• x 40' dr. h bb eurtoce 1 solely gl. tr. 44. 96•x36• slra-. - T2" gia. p gla enclosure. 4I. Y tblKrr. -tee rUsolety glmc bore. 45. 6' 7t tb r A2' epk k 46. 5etr 41. 40 gd. gm .vh - S/& tg>e k' gp. bd Pude told wnpvtmed, wNatee mar, proud, tOD eve h. o/ ccoortrtbb. at w Ili a veld aeO M/h I2' oP Raor 1 aelbq. 46. 90 gal. gm M/n rV retia. poop (mn et/klarcy of b2T 49. P-4- locotlon 50. IM -fab f•rfter'W. gkm doaro, IGW aper. /Imtalbd mare. SI. 5 FreretaiAy efov.. KBO ppl. 1 rotdbd per enrol. 53. 54. A/G cadenertr 5S. e,36• rotl�9 56. Ca'. Neribwitg 5T. ba+q SB. IhOrood bl orrg 39. 6Recessed c -&q622 . tlr u - 69. veroer 64. VNI11gh4mall per maul. Wm -s. - Icao oppr. ut, 65. 18'. 24' fbar acees. 66. Fest Iloar Hdl I Me orI). 61. Sscad floor roll IM �obwe). 66. Cberire gots 69. 9oW ba@. o roll. ,hell aroo. ad poli. T2. Oobb ,hell oad pob. 74 ehee. T). Br� ehk 76. 2x41rarod c bWW aroud post. TY. 4 x 4 pat W ABE44 a PC,. 16. 6 x 6 post W ASE66 t K. 1q. 4'.q. steel col, BUILDING AREAS LIVRG AFMAh 3109 S.F. 6ARME A37 -A-161 SF. PORGN AREA: 132 5F. PATIO AREA. 341 5F. BOMB AREA. 639 SF. W-Irdi-IME0 Environmental Health F E B 1 3 2001 Choco, California 2/2001 V4g1' YBMFS 2 r 12 - n rn 0 W 0 n 0 0 Q P a 306.00' LLJ N89 53'56"E HEARNOW LANE Q SITE DATA I. Phosposed reskwza 3 c cjmxT 4. Frtry (fro d of reskWce) �5. cwrrete d -Ne" 6. cakrete calk" ,. 3'hkcfeoce 0. 6' hkjl Ferri 9. PYop" the i 10. Detached Shed - 20' x 30' I1. Well bcatbn 12 Senor ser wa ' 13. Septk stem 14. Fier. servke 15. Approved Wooch 51TE Y. Alkl rt UT am®'n art 2/2001 I'=40' YBAFEZ uc. 1 a 12 txtm 17 7 7 OONSTRUCnON E F CATI 7 77 ..�IEXC . AV�Tf N AND RELATED SPECIFI inim site, B4 bf-excavivon CATIONS 0 CMJ A mps Dirt Onob S?le -;Shrubs roes Ei pth , , imi ftipe) ;errieve Ft-- ing alls (Type) SquareFL !p on I t--;hV 1-1 W F. at f IEquorneq sl2b oPool I6d b�-_ 11h4ei Contrgc't& Aimov V; contmIctor"', oISC an@ It iJ2 E000MENT ne sirab ral pa with d g&msh va 77 -Thetm6moter ;100W UMP 0 6 Ft polo iLn*mamr Aot(yrpg Separaw tan Mod;l # _,rl, s� Ft Time C 7 p - h fITU' color -.-BoWer pump IAng ftrd Pools - E*� I4 revent-t-Freeze Autrdzfx Cie anw - Ind= _ _7FL h 'in v ��rlb tab drai�(sf o,�4_ IG lu _rt of OLUMBI14 It w i'rum f Cleame -4!;'Ftof �'F %de FO Ovcift Ft of 11 -�7�ft 6f neous IMp . 4.-STRUCTUAAL p n msci! t RETE 7 5 �tCONC qui us de tor sle, IIed a0tbnai.at I43 AS LINE P 6 CANTILEVER VOR CO IN Itjnt jfteferlo heatei ELE CT ICAL7, r: I'C.Vlr�( anel!oe_, 't4 :FtAncfud#d­' iIFell 4! I Cm F D; A6: 0., INTERIOR F1 ILA MS14 tTAFIT Miscellaneous j: At yt;o Anti vWex "a"m I'Maiii dyin Ivbft kscollaneom b 7— ne 00L N Iic -7 Phont h k*td 1) y -4 IIPtAN APP Iydat An.dlof and eqnpfnent OC21 Woe ,oWNL _j� NS I AND DINd' 4ANUFACTURERS INSTRUC; 0 BE INSTALLED 'NOTE: IDIV NG BOARD jtG BONDED TO POOL.:­'� F AVATIO I_X -OWNER REQtHR EA DAYS PRI OWNP OL SITE AR WATER OTWATEIR ACCESS.,,' S E( NT,87E APPR VED PRIOR TOr PO C 0 ON M 77 DED'AFTER 0 Y OF RA� ' ' L , , , IEXCAVAT16k� --No- DIRT WIL 15 IIIETURNED OR G "NOTE: IE RgWNED OCATION ONLY RELOCATIONW L I IIprROVED IrOft THIS EQUIPMENT PAD,A '010i LOCATION IS MOV80 OWNER To My MECTI; [IC'IA'N FOR -% ADDITIONAL COST -TO OWNER TEO.' 4 IF *JO JA 4 TPUCT&Iiik IN OT F-:' CONDUIT AT TIME.OF INSTALLATI NCE ACdOf I 8 EPARATED FROM POOL'S S CONTRACTOF '..4 IS SPECIFICATION -NOTE CONCRMD I;f, 0 IS. ­SELFC NG AND SELF INSTALL _y OR Crty bRNN V To �eNct POOL AS EA AND ILktHING GATES'PER COUNI 4OZ ift E A hEMOVE'bq XVfPELMAM IIELEG TRICAe WMES PER CC ibNTy OR CtTY'ORDWAN�El� IL 4' �;MNER IJU "Do NC tpff WMEN'06mls DONOT.OtAIABCS1. )T TURN Ol'i0bof r, P00(_ AS tT \ML 4OSt WHEN ft�UN e N& 66 IJill INfS MARK Ca PfIntsd ty Quad hnfing, Idd. 17' :p -At -S d -i 1 6 9 70 ff I C e m"int, [in a n