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042-030-055
42-0,3l-55 ROBERT DAY r Bell Rd & Butterfly Ln, Chico f, Permit 248-83P,E(ut 1, MH),kj_ ELEC 6— - top GAS ' �--OMPACTION TEST R o T PORT STRUCTURE r 42-03-55 Permit 6 -*83 I- . Issu d 42-03-55 Fi,64tv,756-84B,E(new private garage) i 042-030-055 03-1913 MILLER, TAMARA 2988 BUTTERFLY LN, CHICO NEW SINGLE FAMILY B08-0649 042-030-055 MISCELLANEOUS Private Pool IN -GROUND GL`NITE POOL: MSTR# P, 2988,jTTERFLY LN F MILLER, ERIC A_NDERS 08-1175 MISCELLANEOUS Pool House Enclosed ENCLOSED POOL HOUSE (480) NON - 2988 BUTTERFLY LN.. MILLER, ERIC ANDERS & TAMARA [Scanned) , BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 2988 BUTTERFLY LN APN: 042-030-055 Owner: MILLER, ERIC ANDERS Permit No: B08-0649 Issued Date: 04/17/2008 By KCG Expiration Date: 04/17/2009 Occupancy: Zoning: SRI 0 Permit type: MISCELLANEOUS Subtype: Private Pool Description: IN -GROUND GUNITE POOL: MSTI 2988 BUTTERFLY LN CHICO, CA 95973 (530) 514-9055 CARE -FREE POOLS P O BOX 8689 CHICO, CA 95927 (530)345-4639 CARE -FREE POOLS P O BOX 8689 CHICO, CA 95927 (530)345-4639 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Swim Pool -Master Plan Co $512.42 PW DRAINAGE $0.00 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires CARE -FREE POOLS 380826 / C53 / 08/31/2009 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that 1 am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full form and effect. _ .X_ ? 04/17/2008 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I 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 perform ce of the work for which this permit is issued. VE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of 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: STATE FUND Policy Number: 618-0000183 Exp. Date:07/01/2008 (This section need not be competed if the permit is for 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 the Workers' Compensation Laws of California, and agree that if 1 should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those X 04/17/2008 _Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. Square Footage: Building Garage Remdl/Addn Other Porch/Patio Total Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that 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 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]; Please check one of the following: ❑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 Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the 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 improvement is sold within one year of completion, the owner -builder will have the burden of proof 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 Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: IX 04/17/2008 Owner's Signature Date I CONSTRUCTION LENDING AGENCY I I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the props er or am authori to aVonth r owner's behalf. 1 b O /L 04/17/2008 Name of Permittee [SIGN] Print Date ❑ Owner ontractor OR E]Agent for Owner Agent for Contractor L FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIAIE OF APPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name t)lILLr L First Name %1/L Mailing Address F1_ cam`"LV City Iq Vic® State Zip Phone g0 s`S Fax E-mail APPLICANT SIGNATURE X RAW PROJECT LOCATION AP# CJ34-0 Property Address a y 7TZ-5Z �� [tl City OC ) WORKER'S COMPENSATION Policy Number G /e' -- /?3 Carrier 57 -ALE FUND If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: kJr&! l 1AJ C LCCJ w UAJ17-1�-7 rKJ o 0 C I'll FAt 00 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: CONTRACTOR Name u� ��JC�e Poa_ 15 Address C !BO s( PG 9'f City C N r C& Zi"F;1 State Zip ' 'c 0 Phone 3ya�yt: 3(> Fax 3 4�2 7 9 E-mail Lic. # 380 6 Class C - 5-3 APPLICANT SIGNATURE X RAW PROJECT LOCATION AP# CJ34-0 Property Address a y 7TZ-5Z �� [tl City OC ) WORKER'S COMPENSATION Policy Number G /e' -- /?3 Carrier 57 -ALE FUND If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: kJr&! l 1AJ C LCCJ w UAJ17-1�-7 rKJ o 0 C I'll FAt 00 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ARCHITECT/ENGINEER Name '��c/�/11l9dj Address Address -kt— 3 AN 4 - City Cff r , r 6) Zi"F;1 State � � Zip Phone E-mail Fax E-mail State License Number APPLICANT SIGNATURE X RAW PROJECT LOCATION AP# CJ34-0 Property Address a y 7TZ-5Z �� [tl City OC ) WORKER'S COMPENSATION Policy Number G /e' -- /?3 Carrier 57 -ALE FUND If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: kJr&! l 1AJ C LCCJ w UAJ17-1�-7 rKJ o 0 C I'll FAt 00 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT INFORMATION Name I Flood Zone Address PQ o S City r C U Statex— Zi"F;1 Phone 3yd. 5/� 3 Fax E-mail APPLICANT SIGNATURE X RAW PROJECT LOCATION AP# CJ34-0 Property Address a y 7TZ-5Z �� [tl City OC ) WORKER'S COMPENSATION Policy Number G /e' -- /?3 Carrier 57 -ALE FUND If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: kJr&! l 1AJ C LCCJ w UAJ17-1�-7 rKJ o 0 C I'll FAt 00 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning I I Flood Zone I X I SIVA I Yes I No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hiip:Hmunicii)alcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0649 Location: 2988 BUTTERFLY LN Parcel Number: 042-030-055 Owner Name: MILLER, ERIC ANDERS Description: IN -GROUND GUNITE POOL: MSTR# MP08-0008 Date: 04/10/2008 Phone: (530) 514-9055 Signature of Applicant: RL& Date: 04/10/2008 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www..buttecounty.net/dds Q6 0 a a a a National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-0649 Date: 04/10/2008 Location: 2988 BUTTERFLY LN By: KCG Parcel Number: 042-030-055 Sub Type: Private Pool Owner Name: MILLER, ERIC ANDERS Phone: (530) 514-9055 Description: IN -GROUND GUNITE POOL: MSTR# MP08-0008 By signing below, I the project owner/owners' 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 multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: 8-0—V FILE Date: 04/10/2008 0?FFG—U3—» — ROBERT DAY 9►e j r BellRd & Butterfly Ln, Chico Permi�r48a83P,E(util, MH)W GASX-1 -' S — O-�'z 4 F � ''"'"���f �� a{��Es�q �,„hyt`$�r �< '��'��"k�a ��y�%'• �� ; "� � arr ��,�. ���at_ � ��?P^ P. ORT STRUCTURE COMPACTION TESTt0'a Fy ; .san�,is E �1 3 i 5 3S�z s + £ r _ ea. .7'✓ 42-03'55 '. frx i ��. �tj i w�' f• 2) '` (�.. + T Permit -06-Pd3 I"'' x Iss 3 F ate. -41 42-03-55 } _ A '1 Permit11756-84B,E(new private garage) 042-030-055 03-1913 } r. MILLER, TAMARA ` 2988 BUTTERFLY LN, CHICO NEW SINGLE FAMILY A y . B0 - 6`4 042-030-055 MISCELLANEOUS Private Pool 4 ! t IN -GROUND GUNITE POOL: MSTR# ` MP08-0008 t 2988 BUTTERFLY LN ie MILLER. ERIC ANDERS i 411 Z yJ Butte County Department of Development Services/ Building Division 7 County Center Drive, Oroville CA 95955 • (530) 538-7541 Telephone • (530) 538-2140 Fax www.buttecounty.net/dds www.burtegeneralplan.net Swimming Pool Requirements Based upon California Health and Safety Code Section 115920-115929, known as the Swimming Fool Safety Act When ever a building permit is issued for construction of a new swimming pool, or spa, or any building permit is issued for remodeling of an existing pool or spa, at a private, single-family home, it shall ba equipped with at least one of the following seven drowning prevention safety features: 1. The pool shall be isolated from access to a home by an enclosure that contains all of the following characteristics: a. Any access gates through the enclosure open away from the swimming pool, and are self -dosing with a self -latching deuce placed no lower than 60 inches above the ground. b. A minimum height of 60 inches. c. A maximum vertical clearance from the gromd to the bottom of the enclosure of 2 inches. d. Gaps or voids, if any, do not allow the passage of a sphere equal to or greater than 4 inches in diameter e. An outside surface free of protrusions, cavities, or other physical characteristics that would serve as handholds or footholds that could enable a child below the age of 5 years to climb over. 2. The pool shall incorporate removable mesh pool fenchg that meets American Sodety for Testing and Materials (ASTM) Specification F2286 standards in conjunction +vith a gate that is self -dosing and self -latching and can accommodate a key lockable device. 3. The pool shall be aquipped with an approved safety pool cover that meets all the requirements of the ASTM Specification F1346. 4. The residence shell be equipped with an exit alarm ov those doors providing direct access to the pool. S. All doors providing direct access from the home to the swimming poa shall be equipped with a self -dosing, self - latching device with a release mechanism placed no lower than 54 inches above the floor. -6---Swirrhrnimg�caol�Fa s a�wofeeidenUA-er�rhaatMer -e nce-` i mda4+2Y88Standard - Spedfieatienvtor-Faol=Alarmsg which4ndudes•surface-m©tion,-pFps _-_, senar, gas F a^" :^fFaFed type -a -arms -For arinszshali-not include-swimming-protee9arratarm-devicesforin-ftcluat-- -J a u r!F Gov r f . iF.ar��= AV V �4KA 6 � —watw poor A?PRo Of I 7. Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth above, and have been independently verified by an approved testing laboratory as meeting standards for those established by the ASTM or the American Society of Mechanical Engineers (ASME). Prior to issuance of any final approval for the completion of pernitted construction or remodeling work, the local building code official shall inspect the drowning safety prevention devices required by this act and if no violations are found, shall give final approval. Whenever a building permit is issued for the construction of a r.ew swimming pool or spa, the pool or spa shall meet all of the following requirements: 1. The suction outlet of the pool area or spa for which the permit is issued shall be equipped to provide circulation throughout the pool or spa as prescribed in paragraph 2. 2. The swimming pool or spa shall have at least 2 circulation drains per pump that shall be hydraulically balanced and symmetrically p"umbed through one or more "T fittings, and that are separated by a distance of at least 3 feet in and dimension between the drains. 3. Suction outlets that are less than 12 inches across shall be covered with anti -entrapment grates, as soedfied in the ASME/ANSI Standard A 112.19.8, that cannot be removed except with the use of tools. Slots or openings in the grates or similar protective devices shall be of a shape, area, and arrangement that would prevent prysical entrapment anc would not pose any suction hazard to bathers. 4. Any back-up safety system that an owner of a new swimming pool :)r spa may choose to install in addition to the requirements sEt forth in this article shall meet the standards as pu dished in the document, "Guidelines for Entrapment Hazards: Making Pools and Spas Safer", Publication Number 363, March 2005, United States Consumer Product Safety Commission. Whenever a building permit is issued for the remodel or modifi.mtion of a single family home with an existing swimming pool, toddler pool or spa, the permit shall require that the suction outlet of the existing swimming pool, toddler pool of spa be upgraded so as to be equipped with an anti -entrapment cover meeting current standards of the American Societe for Testing and Materials (ASTM) or the American Sodety of Mechanical Engineers (ASME). (Revised 3/07) N OTE: POPIOF'oTV F9WTJCo I4 or-=c3mnICIRI P rno DETERMINING LOCATIONS OF PROPERTY LINES AND EASEMENTS AND MAINTAINING REQUIRED SETBACKS FROM PROPERTY LINES AND EASEMENTS. A SURVEY MAY BE REQUIRED IF DETERMINED NECESSARY BY THE BUILDING ncclr IAA I Fr000202 COMPLY WITH 2007 r..AI IFnPNIA ELECTRICAL CODE i I ARTirl F r Rn l PL1',I1N W DIVISION - BUILDI PiHty�AcP�PROVAI Use:='r.l� Date: l.0 Parking:axisgping: Other. _ 14 n Signature: II COMPLY WITH 2007 F f'AI IFnF2NIA �3o1 , ELECTRICAL CODE +L ART1117.1 F F,Rn 'oI - ivI 120` GAR (E) ELL %wlG aR j BUILDING MASTER PLAN PERMIT#0$-06y9 #pVQq. pd ASSESSOR'S PARCEL# f)qO. 08J'0 _ 0 Cq- BUTTE C0�01,41 Y° UiLDINGY! 1 l IC k APPROVED 1/1r/0 SANITATION SYSTEU 8d c r/ C r / 1 RESIDENCE / (E) �r , CEC 680.26C EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED AS DESCRIBED BY THIS CODE—THE EOUIPOTENTAIL BONDING GRID SHALL EXTEND UNDER PAVED WALKING SURFACES 3FT HORIZONTALLY BEYOND THE INSIDE WALLS OF THE Print I L _ 1 N OTE: r. I CCF _r IIA ATTn r1 -JF SWIMMING G PO O L TS REpU1REMEN�- COVER VAULT ' Q / - AN OUTDOOR SWIMMING POOL SHALL BE PROVIDED WITH DROWNING PREVENTION 4�CFTV Fcp TIIPCS T4 GT 1':I"IMPI V \A/ITLI / / i I CALIFORNIA HEALTH AND SAFETY CODE j I SECTION 1 1 5920-1 1 5928. THESE FEATURES SHALL BE INSTALLED, INSPECTED — --J F AND APPROVED PRIOR TO PLASTERING OR I 1 cll I Inlr \nrlTu \n co BUTTER FLY CT 0W R: TO D TERMINE APPROXIMATE ELEVATION NOTE SCALE 1!8" = V0• OF OOL ON DAY OF EXCAVATION. _ P/L. SSS PLANER 4GREY OWNER: POSSIBLE PEBBLE -TEC - POOL AREA TO BE FENCED. PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. — �CEEC. HE 2007 C6C, CMC, CPC, �p� BY OWNER AND 2005 CALIFORNIA O�fNER+ I ENERGY STANDARDS AS WET DOWN CONCRETE SHELL AT LEAST i OMEN nFn RY THF .II IRIF; nIF'.TInN TWICE DAILY FOR 7DAYS. — DO NOT TURN ON POOL LIGHT WHEN POOL GPPI Y TI'1 THIR PRI"LIFf�T_ 15 EMPTY. _ DO NOT USE RUBBER HOSE WHEN FILL POOL AS IT WILL MARK PLASTER. �/ APPROVED PLANS AND / PoV> ZDV I A�gM1-r aNp1 1 Liv 11n1 c1Tp-! V �nG Al I IK10f=r''T1111�1C SALES OFFICE ._ PHONE NO. — JOB NO. — MAP BOOK LEGAL DESCRIPTION AP 4Z-030--055 LOT NO:_ TRACT NO._ !BOOK __ PAGE __ BLOCK MAILING ADDRESS___-____ PERMIT OFFICE MGR. SALESMAN BEHUNUtu GRID CEC 680.26 BONDING SHALL BE INSTALLED AS DESCRIBED BY THIS CODE-- FIXED METAL PARTS WITHIN 5 FEET ❑F THE INSIDE WALL OF POOL SHALL pope.; „tlp/x J GENERAL SPECIFICATIONS �/ SIZE I r. x 32 AREA 512 -DEPTH ?Lro TO SHAPE RECTANGLE PERIMETER 9 G TEMPLATE NO. �'- CUSTOM TILE SIZE Eb " x (') TILE COLOR 0 T S. COPING NO COPING COLOR N O POOL CAPACITY 19,000 `• GALS. PUMP CAPACITY 110 pl' G.P.M. MOTOR H.P. I 1 1 12 H.P. FILTER !-1 Q SO. FT. . FILTER RATE. 1 1 0 G.P.M. TURNOVER 3 I/3 _ HRS. VACUUM LINE & SKIMMER 2" '• RETURN LINE 2rr MAIN DRAIN SKIMMER -MODEL 2 U -3 BACKWASH TO D 1 S LIN E 30 -OF FILL LINE ANTI -SYPHON VALVE AUTO F I L L HEATER N O SIZE N 0 RTU GASLINE BY: N 0 VENTED BY: NO LIGHT ,500 W CLOCK 2-20 V ELECTRIC BY: C F P ELECTRICAL BONDING BY: C F P POOL CLEANER POOL VAC CHLORINATOR J A N D Y SALT G E N BOARD -SIZE N 0 COLOR N O BOARD SUPPORTS- NO LADDER -Model N 0 SLIDE.. N OC...._ _ _ r o YFs�D I NG 0"-P ❑ orC F P N0 EMOVAL BY: NJ 0 BF4N: Yl� C 10 � rFIGMI _wl Dln SWIMMING POOL NAME ERIC AND TAMARA MILLER :_«...D ADDRESS 2988 BUTTERFLY LN _ CHICO CA CROSS STREETS pp RES. PHONE v14-905� S7 BUS.PHONE9L-1790 _ I CARE -FREE POOLS S_ #9 Alyssum Way C_ Chico, California 95928 Bill Bell Conti. Lic. #380826 Phone 342-4639 FILE CC) py b -w A/ APNQln Aaos "m a COUNTY OF BUTTE - DEPARTMENT OF DEVEATelephone ERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Californ (530) 538-7541 IT (Rev. 12/96) APPLICATIONMIT ASSESSOR PARCEL NUMBER ( ZONING BUILDING PERMIT OWNER TAMARA MILLER TELEPHONE 899-9055 SO. Fr, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 2988 BUTTERFLY LANE CHICO 95973 2624 R 141 696.00 688 C 8,944.00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS - CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace MAS MAS 2 500.00 Total Valuation $ 153 140.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee p p $ .50 020 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 938.53 BUILDING ADDRESS 2988 BUTTERFLY LN CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1410.03 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF [X Duplex ❑ Mobilehome ❑ Other sPfclFv Each Trap 7.00 84.00 Solar or heat pump water heater 23.00 Water piping 15.00 19-00 Each as water heater or vent 15.00 TYPE OF WORK New IR Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: REPLACE EX MH W/SF Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE s 164.00 ELECTRICAL PERMIT I Fling Feel 20.00 Main Service 600V 22 mss 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BLDS. 3.50FTSO: 91.85 NOON-peSID. BRANCH IRCUITS MULTI -OUTLET @7,50 POWER APPARATUS a sINGLE GurLET C.. Ex. Occup. OUTLET OR FIXTURES B20 @ 1.00 Ex. Occup. RsID°Fsa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 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' c en tion In�syurance carder d I' umber are: Carrier Omi -L�"' a Policy Number (The above sections need not be completed if the permit is for work of a valuation Aof one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �f 25�of Date 2& of pplicant - ❑ Owner ❑ Contractor ❑ Agentpermit is required for excavations over 5'0" deep and demolition or constructiones over 3 stories in heigh . rAnOSHA MECHANICAL PERMIT Fling Fee 20.00 Heating 20-00 Cooling Hood 6.50 6.50 Ventilation PERMIT FES $ 71.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ CONST. Tv TOTAL FEE $ 1826.38 HAZ p ES IMP O CD PARC�C 1�/ PD D SUE This permit is hereby issued under the Butte County Code and/or indicated above for which fees have By IF -D PERMIT EXPIRES ONtS.-B.D. the applicable provisions Resolutions to do work been paid. to. Oet .S . CANARY -A SESSOR PINK-INSP TOR GOLDENROD- PLICANT UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI G DIVISION /�1 �- �, 7 County Center Drive • Oroville, California 959fib • Telephone (530) 38-7541 PERMIT NO APPLICATION AND PERMIT n3-,3t� ARCEiNuusET� D _ ZONt BUILDING PERMIT R "E SQ. FT. O C. BUILDING VALUATION LZ r� ONTRA . R' NU1E TEL.EPNDNE oh RAGTORS ... W ADORESS oNsTWCnDN LENDER Fireplace ENDERS W11UNG AODRE= 5 Total Valuation - 5 RCMIrEcT OR ENS mm LICENSE NO. Filing Fee S 2 0. 0 Permit F99 ;kcKnDT OR EMMMEERS NMNUND ADDRESS S • Plan Checking Fee & L$=1NC AODR= Energy Plan Checking Fee S 1 cPERMIT FEE S ps � PA"C� -iGn9 Fee 2 0. D O PLUMBING PERMIT wo—p Each Trap- USEOFSTRUCTURE I' Solar or heat pump water heater 23.00 3F Duplex ❑ Nbblefiome ❑ Other Water piping 15.00 SI„C. ) car Each gas water heater or vent 15.D0 ^ GO TYPE OF WORK Gas piping system t - 5 outlets 15.00 /s`L-,iD N_wv tion ❑ Remodel 13U roes; ❑ tnstallabon ❑ other ❑ Building sewer 15.00 Addi Moble Home S G W @20.00 Describe Work: PERMIT FEE S ELECTRICAL PERMIT lFifirigFeel 20.00 Main Service 2,°OOYou, oR tF�ss 23.DD O -S 20 Main NST: W► TD ,000A 46.00 l R ADDmm �NST' ( ° A � IV bt 1 3.5¢F° 6G Occup. OVTLU OR FKnPM To .50. Ex. Ocal . oLm�s tiro. EA. S.00 Temporary Service 23.00 Moble Home Feciities 2D.00 Wsc. Wiring 23.00 PERMIT FEE I S 1 -1) Lf -6 MECHANICAL PERMIT I Fang Fee 1 2D.00 Hood I I 6.5 0 1 Ventilation PERMIT FEt S �/ Moble Home Installation Fee E Energy Inspection Fe's S O�c CDNST• Tri TOTAL FEE $ ,�• I D. FEES I FLOOD COF P EL MD i This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date (D-10) . } � '••lam '� - � i . t_ -•�. } � �� K i BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. �- A.P. Number O 3iJ -00jurisdiction: CityCounty Property Owner ��%/GL Property Location/Address *O?q r. Subdivision Residential Development ® Q No of Living Mobile Home Units Installation i.. f Commercialflhdustrial Q Q New � Addition Lot No. ........__.._..._..................................................................._ Sq. Footage 6/5a `? Addition/ 'Supplemental to (Group R Conversion Permit # / y� ` AID AS tt ez •(Nofoundation Inspection) ...................................................................Deed Restricted Sq. Foo ge , D / / ., c �e (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) r Sq. Footage , (Including Exterior Roofed Areas) District Identifioation.No:'. + iJ 3K037 ` School District certifies that Zcvrtc (Stree7ddress) V/j- • t/V YVV✓ . (City) has complied with the requirements of Resolution No. representing �j square feet. School Paid by Check # '( Remarks: Date is (Applicant) (Phone Number) 9s9-7-3 (State) (Zip Code) p L5—y- 06;1` by payment of $ ,.s 3 3 2926 $ FULL MMGATION $ Date E110110.1 Notice: You may protest the Imposition of the fess ldantlfisd above by submitting a written protest to the District, In compliance with Govemrnent Code Section 66020(a), within 90 days from the date hes are paid. Failure to submit a timely written protest wlll'prohlbit you from cludlenging the Imposition of the fess In any court action. M. subsequent to the School District Representative signing this Butte County Schools Impact Fes Certification Form, the School Dlsbld is notified by the applieabis Local Planning Agency tint this proisat lsbeing reviewed under the Callforrile EnvironnNntal Quality Act (CEQAh this proper may be subbed to additional school fees to fatly mi gate.lts Impact on the school dbbkft schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/03)dmm Total Number of Dwelling Units Comment: T//�.�' & l✓/% r//� Gni 9 -moi_ � 2S-- ng Departmen Regfesentative Date Chico Area,Recreation and Park District(CARD)'dertifies that )• avyr a. IV\ I I -ec — ( pplicant Name) (Phone Number) 0 (Street Address) rC(AIqCd q-q,,?3 (City) (State) (Zip Code) i has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelli g units @ $1,189 for total payment of $ i CARD Representative Date /� PAID BY CHECK NO.. REMARKS: p �y�r CL f, "� tax (L"�� C4, BANK NO. PAID BY CASH RECEIPT N0. . Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park.fec (form revised 11/90) BUTTS COUNTY PARS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number (s) Property Owner Project Location/Address Subdivision Lot Number(s) Residential.`Development: (check one) _Xew Development .-M�obilehome(s) -Residential _Alteration/Addition _Non to Residential Total Number of Dwelling Units Comment: T//�.�' & l✓/% r//� Gni 9 -moi_ � 2S-- ng Departmen Regfesentative Date Chico Area,Recreation and Park District(CARD)'dertifies that )• avyr a. IV\ I I -ec — ( pplicant Name) (Phone Number) 0 (Street Address) rC(AIqCd q-q,,?3 (City) (State) (Zip Code) i has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelli g units @ $1,189 for total payment of $ i CARD Representative Date /� PAID BY CHECK NO.. REMARKS: p �y�r CL f, "� tax (L"�� C4, BANK NO. PAID BY CASH RECEIPT N0. . Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park.fec (form revised 11/90) TAMARA MILLER -Z V F--a - �-- T ff �/7 I Owner. l� UtiV Building Permit Number: o ;, l Plans Examiner: A. P. Number: � -t Z - C)3 � - a GErER-kL: 1. Zoning requirements - (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of %iolation. 6. Building permit valuation. .PLOT PLAN: 1. Complete parcel size and dimensions. 3 Setbacks, side vard, easements, etc. 3. Other buildings or structures. 4. Grading, fills andior drainage. — 3—Flood- hazard -6 Special conditions on Parcel Map: Noise ❑ SR_A ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal :did Route and/or Federal Aid Secondary Route setback requirement 3. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimunt net clear openable height dimension shall be 24 The minimum net clear openable width dimension shall bt; 20'. When «indo%%s are pro-vided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). 4 SkYlights (Uniform Building Code section 2409 & 2603.7). S. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in dds section. Kitchens halls. bathrooms and toilet compartments may have a ailing height of not less than 7 feet measured to the lowest vroiection from the ailing (Uniform Building Code section 310.6.11 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 ftxt in anv dimension (Uniform Building Code section 310.6.2 & 310.6.3). 3 GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9 Water heaters %% hich 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). 10 Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a beda+a oris a root. compartment or alcove opening directly into any of these (Uniform Mechanical Code 3Xft 304 1 l Garage ftrc%vall separation - required on garage side including supporting walls and posts ([Tnif=Mdb6" Code section 302.4 exception #3). 12 Cinder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13 Wood stove location - Alcove - UNIC section 203 confined space & 223 unconfined space & 304.2). 14 Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAAD MISCELLANEOUS ONLY ff �/7 I Owner. l� UtiV Building Permit Number: o ;, l Plans Examiner: A. P. Number: � -t Z - C)3 � - a GErER-kL: 1. Zoning requirements - (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of %iolation. 6. Building permit valuation. .PLOT PLAN: 1. Complete parcel size and dimensions. 3 Setbacks, side vard, easements, etc. 3. Other buildings or structures. 4. Grading, fills andior drainage. — 3—Flood- hazard -6 Special conditions on Parcel Map: Noise ❑ SR_A ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal :did Route and/or Federal Aid Secondary Route setback requirement 3. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimunt net clear openable height dimension shall be 24 The minimum net clear openable width dimension shall bt; 20'. When «indo%%s are pro-vided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). 4 SkYlights (Uniform Building Code section 2409 & 2603.7). S. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in dds section. Kitchens halls. bathrooms and toilet compartments may have a ailing height of not less than 7 feet measured to the lowest vroiection from the ailing (Uniform Building Code section 310.6.11 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 ftxt in anv dimension (Uniform Building Code section 310.6.2 & 310.6.3). 3 GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9 Water heaters %% hich 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). 10 Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a beda+a oris a root. compartment or alcove opening directly into any of these (Uniform Mechanical Code 3Xft 304 1 l Garage ftrc%vall separation - required on garage side including supporting walls and posts ([Tnif=Mdb6" Code section 302.4 exception #3). 12 Cinder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13 Wood stove location - Alcove - UNIC section 203 confined space & 223 unconfined space & 304.2). 14 Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shover eompanment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support aU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1 Bid wall panels shall start at not more than 8 feet from each end of a braced aaU line. Braced wall panels must be in line or offset from each other by not more than 4 fed (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced v6 -AU lines must be continuous throughout the structure. 2. A California licensed architect of registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designees "wvt" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory acquiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 194-L). S. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Ruof construction details complete enough to construct building. 8. FvVlace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Tj,pical header size(s). 12. Stud heights. 13. High eag= ve soil - special foundation design required. 14. Retaining aa11s requiring design. 15. Gypsum wallboard nailing inspection required. 16. 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 eawior calls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. 17. Electric, 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. MISCELLANTOUS ITEMS: 1. Stairway details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). 2. • Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster- weep screeds (Uniform Building Code section 2506.5). - S. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). 6. Foam insulation - protection. 7. 36" balls and smirxays (Uniform Building Code section 1004.3.3.2). S. Two eatits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA 2. ❑ Flood elevation certifica,e. 3. ❑ Fire SprinlJers required. 4. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. PP -Ce -- of UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI G DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 38-7541PERMIT NO APPLICATION AND PERMIT - n�-Iqp �" 0 ;2 - Z° BUILDING PERMIT. f _E SO. FT. OAC. BUILDING VALUATION wNERs ►1uu I f'to n- ewy ONrRA R' NUIEI TELEPHONE O45JACTORS MA!" ADDR= oNSTRwcrmN u:.1rDER ENDERS ►WUNG ADDRM ---- - P=4UECT OR ENGINEER iiCHREGT OR ENOWEERS M -.LM ADDRESS ¢hDWGADDiiFSS a9�r OT NO. , : Suam sc?m —E . USEOFSTRUCTURE >F `Duplex O Mobllehome 0- Other i TYPE OF WORK ,Iew l Add6°n 0 Remodel 13 Utilities O 1nstat r=n D Other 0 Describe Work: '1ir,n;} fee..7G�d d.1a.+2`S- LS� sRA e sxar;}F 4 Oyhur R a be..?"+ ',Y4e Total valuation Is Firma Fee S ELECTRICAL PERMIT Permit Fee S 23.DD Plan Checking Fee S NEw oas :f oR ADmEss. °i"i = 'C"oolu" Energy Plan Cheeking Fee L @7.50 _ S Ex. Occup. OUTLET OR FKTUREB PERMIT FEE t S.DD PLUMBING PERMIT 23.00 FGng Fee Each Trap --- .-._. ---- - --- 7.-00 Solar or heat pump water heater 23.00 Water piping 1S.00 Each gas water heater or vent 15.D0 Gas piping system t - 5 outlets 15.00 Build'ina sewer 1S.00 Moble Home I S G W @20.00 .=9 2M► to -w 20.00 PERMIT FEE t - CX. ELECTRICAL PERMIT Feng Fee 20.00 Main Service OOR t� 23.DD Main Service mw To 1004A 46.00 NEw oas :f oR ADmEss. °i"i = 'C"oolu" 3.5¢ NEN NON R6n� MULTI -OUTLET @7.50 POWER A OUTLET a sa1mF o em Ex. Occup. OUTLET OR FKTUREB m rw 1.00 eaL. .50. Ex. Occup. FD= Ar4L43.OR Ovners tsro. EA S.DD Temporary Service 23.00 Moble Home Faalities 20.00 PERMIT FEE I S -f PERMIT I Firing Fee 20.00 6.50 PERMIT FEE I S li,5v Moble Home Installation Fee S Energy Inspection FeeOct S w� TYPE TOTAL FEE $ - D. FEFS I FLOOD I CDF Ft/EL MD i =VE This permit is hereby issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work mdicated,above for which fees have bean paid. By PERMIT EXPIRES ON Date ' j • .0 M AP NO.: 042-030-055': DATES: 06126/03 gurTFe County ofButte OWNER: TamaraMiller Phone: 530 899-9056 TT1 VJ e Department of Development Services oecOUNt+e Phone: 2988 Butterfly Lane: Phone: r MAIL Building Division ADDRESS: 7 County Center Drive Chico . CA 95973- Email: Owner'-' Phone: Oroville, CA 96965 Phone: CONTRACTOR (530) 538-7541 Email: ARCHITECT OR Phone: ENGINEER Lic No.: PERMIT NUMBER: 03-1 91 3 ' CA Email: SITE ADDRESS: 2988 Butterfly Lane Phone: APPLICATION AND PERMIT Chico CA 95973- Email: ZONING SR -1:' LOT 1 BLK MAP BK/PG Flood: X, 0320D 'PM 82 58/59 04 24-81- ' SRA `:ACRES ,. '1.02 SNOW LOAD OTHER: USE SF . ® . Dpix MH;'; Other. TYPE OF WORK New : Addn Rmdl , Utlts p. Instln °': Other ; DESCRIPTION NSF (replace existing mobile) LICENSED CON'TRACTOR'S DECLARATION`;$ I hereby affirm under penality 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 9. `: license No. OWNER=BUILDER DECLARATION.:. -F 7 4.' . 1 hereby affirm under penality of perjury that I am exempt from the Contractor's State License Law for the following reason: ° 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ° I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ° I am exempt under Sec. Business and Professions Code for this reason: Reason::; WORKERS'COMPENSATION :DECLARATION.:. .:u, .._..l._. __... ..ea:._, _.......'j, I hereby affirm under penaty of perjury one of the following declarations: ° I 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 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carnerf Policy Number. This section need not be completed if the permit is for 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 the workers' compensation laws of California, and agree that, if I should become subject to the worker's compensation provisions of Section 3700 of the Labor Code I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO 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,. _- _ La-, sr;—•qr "1- ''qi �f;^. &r' > ° I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued. Lender's Name: Lender's Address: I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Signature of Applicant Date Owner ° ``, Contractor ° Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. By permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. PERMIT EXPIRES ON: Date Page 1 of 2 AP NO.: 042-030-056 1 DATES: 06/26/03 sITE 2988 Butterfly Lane Chico CA OWNER: Miller - Phone: (530) 899-9056 ADDRESS: r M O VALUATION 'CODE 50 FT VSO rape 2 or 2 FT VALUATION ELECTRICAL PERMIT R 2624 $64.00 S 141 696.00 Filing i $ 20.00 $ 20.00 -- - - ` U $18.00 $ - Main Service - COV 688 $13.00 $ 8,944.00 600V or less/200A or less 1 $ 23.00 1 $ 23.00 :, ..... .. $ - 200+A to 1000A $ 46.00 1 S - $ Now Construction or Additions Roofing x 0 s .ft 0 S 60.00 $ Dwellin Occu ied 8 Accessory Bldgs T2624F$ 0.035 r $ 91.84 "replace AID M - 1 1 $ 2,500.00 New Construction Non -Residential TOTAL VALUATION S :.- 153,140.00 MultiOutlet Branch Circuits -' $ 7.50 $ PERMIT FEES QTY FEES Power Apparatus 8 Single Outlet Circuits $ Filing 1 $ 20.00 $ 20.00 Existing Occupied Permit Fee 1 $ 828.50 Outlet or Fixtures 1-20 $ 1.00 $ Permit Fees Mobile Homes 112 Fee $ Outlet or Fixtures 20+ $ 0.50 $ Plan Check @ 65%. Permit Fee $ 538.63 Fixed Appliances or Outlets (Res) ea. S 5.00 $ Plan Check MlnlmunVMobile Home State Approved Plan $ 23.00 $ Temporary Service $ 23.00 $ Revised Plan Check $ 46.00 $ Moble Home Facilities $ 20.00 $ Energy Plan Check Commercial: 4000+: - 0 $ Miscellaneous Winn $ 23.00 $ Residential: !1 To Master. 1 $ 23.00 Pre -Inspection : $ 23.00 S Energy Inspection Fee - 1 $ 46.00 $ 46.00 Pool Electric $ 30.00 $ Mobile Home Installation Inspection ; , $ 100.00 $ $ S TOTAL PERMIT FEES $ 1,456.03 TOTAL ELECTRICAL PERMIT FEES $ 134.84 PLUMBING PERMIT MECHANICAL PERMIT Filing 1 $ 20.00 $ 20.00 Filing 1 $ 20.00 $ 20.00 Each Trap :12 $ 7.00 $ 84.00 Heating Up to and including 100,000 BTU $ 15.00 $ Solar or heat pump water heater $ 23.00 $ Greater than 100,000 BTU - '1 $ 20.00 $ 20.00 ter piping 1 $ 15.00 $ 15.00 Cooling Up to 3 HP and 100,000 BTU $ 15.00 $ Each gas water heater or vent - :' 1 $ 15.00 $ 15.00 3+ to 15 HP and Over 100,000 BTU '' '1 $ 25.00 S 26.00 Gas piping system 1-5 OuBels ] 5+ Outlets 1 $15/$3 1 $ 15.00 Evaporative Cooler $ 15.00 $ B ildina Sewer -', 1 $ 15.00 $ 16.00 Extend Ducts In Additions $ 15.00 $ Mobile Horne Utilities ISswer I I Water. Gas: - 0 $ 20.00 $ Hoods 1 $ 6.50 $ 6.50 15.00 $ - Ventilation -- $ 4.50 $ - $ Gas Fireplace $ 15.00 $ TOTAL PLUMBING PERMIT FEES $ 164.00 $ 16.00' $ IMPACT FEES MECHANICAL PERMIT FEES $ 71.50 SHERIFF TOTAL BUILDING PERMIT FEES $ 1,826.37 Residential Per SF Living Unit I S 360.00 1 $ TOTAL OF ALL FEES $ 1,826.37 Multiple Per Living Unit - S 252.00 $ MINIMUM PAYMENT OF FEES Commercial Per Sq. Ft. $ 0.03 S Filing Fees $ 80.00 STATE RESPONSIBILITY AREA SRA Per Structure $ 89.00 $ Plan Check Fees $ 561.53 DRAINAGE SRA FEES $ Thennalito Residential Per Living Unit - S 510.00 $ Other Fees: - - Commercial Per Ordinance 3304 $ MINIMUM PAYMENT OF FEES $ 641.53 STREET IMPROVEMENTS Chico Urban Area Residential Per Each Single Living Unit Per Each MI le Living Unit Service Structures Per Sq. Ft. _ - Commercial Medical Structures Per Sq. Ft. ' Industrial Structures Per Sq. Ft. S $ . $ $ $ 1,982.00 1,370.00 10.19 2.22 1.02 $ $ $ - $ $ PAYMENT INFORMATION Date: . _ : - I Receipt # 1382267.. Cash Check#j .;' Check $::: - - - 655.15 FEES PAIDI 655.15 BALANCE OWEDI $ 1,171.22 Residential Per Each Single Living Unit $ 595.00 $ -Receipt# Date: ' F�,, Cash " Per Each Mltple Living Unit $ 355.00 $ - Check#1 Check $:I- Thermalito Urban Area Commercial Per Acre Developed $ 23,849.59 $ FEES PAID 0.00 Office Per Acre � $ 11,924.80 $ BALANCE OWED $ - Industrial Light Per Acre r. (,--. $ 5,962.40 $ - Date: '` � � ' Staff: ' ' - Receipt # Heavy Per Acre - $ 1,192.48 S Check #I I Check $: - - WATER TENDER Per Parcel $ 200.00 $ FEES PAIDI 0.00 RECREATION DISTRICTS - Proof of Payment Only BALANCE OWED $ - Chico Area Residential Per Livin Until S 1,189.00 ❑ Date: ". - Staff: Receipt # Cash - Durham Residential Per Sq. Ft. S 1.04 ❑ _ Check #' Chock $: -- .. ' ❑0 FEES PAID 0.00 NORTH CHICO SPECIFIC PLAN BALANCE OWED $ 1,171.22 sidential r Owallinp SR -1: - SR -3: SR-1/PD: 1 0 $ 3,315.00 - 1 $- Occupancy: - R3 Construction: ,. ISSUED RL•'. R2: R3: 01 s Industrial/ Commercial Industrial SF Commerical SF Office SF School HAZ FEES JI.PFIDSCHOOL ' 0 Is DISTRICTS - Proof of Pa ment Onl ❑ 4 O ❑ O Marysville Joint Unified -064 -.. -:-. -... - ❑;Note: - TOTAL IMPACT FEES Collected by Development Services $ - rape 2 or 2 of butte- F1Rs �NEg 3/ Courtt'4 pmt JuF dtrlon App o ZD301�5�043 August 13r 203- county N Mr, Michas! Vieira ' County of Butte U • 7 - County Center Orive oroville, CA 95965-3397 - Phone:. Fax: (530)538-2140 Miner. :Re, Plan Reyl®W:. - 2988 Ri3tterfly•Lane`. Addtess: bear:.Mr: Vierla: Petersen am,- Ass<sciates {.LP2.A) has Oompleted an initial review of the following Linhart • . documents'. Ian sheets T-lthrough• S3.2 (14 sheets) title°sheet ;1Z.,". date&June 1. Plans: one, (1) copyp :. 2003 by-TQ=ra"B.owCtltt: P.E._ :2.. Stirhti' :-: culati Ins:_one_ �1)_ coax dated. June. 27., 2003 'by Vertical Technology. Engineering.... 3. Title 24 Enemy Compliance.DocumOnta : one (1) copy dated June 22, 2003 by Energy • , Soft._ , . 4. truss, .ns .?dne_(j )..eopX dated_JLrt�2D 2Q03_by_ Trolan. Truss.- Notd: fIoodpta-in_IVlitia_atjop Meafiuies_andlaufcomrnents_W.Ul_ite_ Mvigwed_by Ejutte_C"0uat __ These documents were--reviewed-only for their'bonfbrmance to the 20QI-.-.Califomia Building. Plumbing; Maclianical,.and Obetrical Codes. Our comment,.follovu on the attached list. Please submit an it6tnized response letter and two (2) sets' and �evlsed documents wlih all reftions-clouded: SinCaf L • � T P.ETERSEN PO1141ERS ASSft—KIM Rogt e SfrUctural Engineer . Plans inec BS:rs is1pendingplanreview\butte12Q30.1'5-Qg3 dor__. enslost�s- I. ART" PETTERSEN Pfl, RS° ASSMATES7 7610Auburn Boulevard ghts, CA 95610 f9L6) 7�5-2Q0 ;•-.FgjCitrus Heig}?25"*&242 ToltFree"(877)235-0653 �Fn^A�A g -/3-a3 ___ Miller SFD Lane 2988. Butterfly August 13, 2003 P Re: OccuVN z9ncy Group(s),. R•3. Type of construction: T -i 0 Stories: fig) 2624 - County of 8utle - First Check LP2A Job No.: 2030015-043 5-0 2 - Building Area Q- of Butte 13ui1omy A. Thefolloing plan wreview- documents are based on the County 2001 Re ulatiQns. For your convenience. the following comments are= refer�fld_ to e 4 California wilding Code -unless -otherwise noted. �rnment by marking the attached comment list or ecifioation; or �Icutation_ shoves the B. Please respond in writing. to- each- expedite the re -check and' creating a. response letter. (complete-andhcdear responses will exp requested information. Your complete -and ect. Thank you for your assistance. hopefully, approval of this Pro] �.. For clarity, specify on cover sheet that the 2001 CBC, CMC, CPC, CEC;.as- amended -bol State of California and -local jurisdlc 1ion.are-applicable-to this project. D. Please be sure to Include- on. thL_resubmiW_the architect's/engineer's "wet' stamp, signature, registration number and expiration date on all sheets of plans. Jail 'sheets- ot�- plans depicting structural- designed:elernents1_.and--coyer sheet$ of specifications and calculations. UBC 106.3.2 E. Provide a complete plot plan showing the following types of information: (1) front, rear, and, side yard setbacks and lot dimensions: (2)distances-betw88n-buftng,S�(33) house number location which is visible to the adjacent public street; (4) locations of any existing buildings on the site and setbacks-to-proposed-construction;-(S}north. amw:-.(O..badom.of private sewage disposal system; (7) site grading and drainage to an approved drainage system; Sheet A-1, UBC -106:3:3 ARC TEETURALGOMMENTSL., A1. Atxterrd_ the.: plans- for-. shower_. and --tub --ower. wails �to- -specify- & -SmMh;-- t nonabsorbent surface (e.g.. ceramic tile) over a moisture resistant underlayment (e.g., w.r. gy4to_ahetght_o1=7.0-i dm&above the dramInlet- Sheet-A-2.-A-3,-CBC--8&T.I 3-- A2._ Amend. alLcode_r+mferences.tareilea.the current -coos. A3. Amend tkre=plans-_ta specify that--exie�F 00"cmte,pi�, R�ct-a-- g inches above exposed earth. Sheet/Detail S3.1/4. CBC 2306.5 A4. Specify 5/8 -inch Type "x" gypboard at the walls and soffit of the enclosed usable space under the -stairs.- Sheet_A-2.:CBC_1003-3_3 9 A5. 'If. applicable" Sp.ecify_arnlnimu 9{4'rt�ch R Sheet A-2, CBC 1402.3-stope�forthe-deck If sealed underneath. - ANIC . L.-P'6FIAABN�-a4(ND-EtEG"i'RtO/SCL`rii4�EliiT;g• id Spe.a:srno°tFr'me#al-duct far thedryer exhaust which extends outside with a backdra damper-. Sheet A-2. CMC 504 and_90& ft Miller SFD 2988.ButfeAly. Lane August 13, 2003 County of Butte - First Check LP24-Job-No 20309:15443, Page 3 A7. Amend-the_plans_to-spec4-that--shower--and_.tub-shower. combinations-sl-iaD be -provided, with individual control valves of the pressure balance or the thermostatic mixing valve type.- Sheet. -A-2,•- CPC-S€CT_ION.420::0:: T-24 ENERGY COMPLIANCE COMMENTS: A8. Provide -completer Titte..24..energy calculations--(which--were---not-.included- with --initial submittal and, thus, not yet reviewed) and be sure to permanently affix fully filled -out and signed_formsCl=- .R..and_Nil=-1R-(mandato features-checklist}-directly-ory--Me-plans. A9._ ClanfyJamend_.the_ required.. insulation- on-: the. plans.. 4a. buUding.. sections wall_,.sestio� details -as A..doesnot.match..the- R-valuesspecified on the talcs. Be consistent. Sheet A-6 A10. There appears to be a discrepancy between the glazing shown on the plans and that represented.. in -the. -energy calculations- The-flow--plans/elevations-show-more-glazing-try the rear of the house than that which is accounted for in the talcs. Please recheck and amend-asnecessary..-Sheet A=2 -to -A4 STRUCTURAL COMMENTS. Sheet A-2 S.1:_ GeneraLNotes6:.. Shc[uld_.the_reference-he_.ta.the-C_P..C.-not-the-.0-E-C'? Sheet S1.0 S2: General..Note_W. Referenceshnuldbe-to_the,2Q0_1.CBC, not.. 1997 IJBC� S3: General Note 1C: Calculations should be removed from the note. Calculations are not a paErtof approved_.plans-and.speciftcatkms... They -are -supplemental information -to, validate the design. S4;_ GeneraLNote.2E-_.-The.note-is_formatted-incorrectly. S5:- FraFning-Lumber..Note_F-- Nmis.shouldbe-hotdip.galvaniz-e&z-€-lectro-galvanized-mails` do not satisfy code requirements. S6:... GeneraLFranruj.Notes_6-2A-and_7R,: See--comment_S2-above-, ST Framing Note 6-5C: Specify the embedment of the Hilti Kwik Bolt II as several different emhedcnent. depths_are_allowedin.lCC_Evaluatbn-Repot'ts, Sheet S2.1 S&:. Provide-foatings.for>the-trellis eohirnnsthat-will-Fesist-tateral•-toms. Sheet S3.1 S9:_ Numerous.da ls- Provide -positive. emnection_between_the-.rim..joist-and-the.s ll -plate -to, facilitate lateral load transfer. . Miller SFD County of Butte - First Check • 2988. Butterfly. Lane_ Lp2A,.lo6.Noa:- 2030015-M August -13i,2003- page 4 Sheet S3.2 S10.- - 1-2d.common. nails-are-not_readily-available_ The -equivalent -box_- rail-weWd-be=a-20d., Suggest providing this equivalence for the contractor. S-1.1::_ Truss_ calculations; and details need-Ao- be made.apart of:.the_appraved-plan"nd specifications. S12: Truss-calculations-indicata.r-elaUvely-high-uplift.-forces-and-reaction=point-s:--No=details, are provided to show how these forces are resisted. S13:_ At.theblocking,babAmen-trusses wchere-A135's-are-not-required; how=is--the-bkwk_. attached to the beam/plate? If you. have_ any, questions_ regarding- the_ .above- comnnentsr.. please.. contact,. -Roger --Peterson ,(Structural) and/or Mike Bayless (Non-structural Plan Checker's name) at (916) 725-4200 between.B:OQA,M-: [END] Y Butte County Department ofDevelopment Services ► YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538.7785 Facsimile TO: FROM: SUBJECT: DATE: LP2A Michael Vieira (530) 538-7159 mviei raO-buttecou ntv. net Plans Transmittal For Review Per Contract 7/14/2003 Applicant: Miller, Tamara Project Type: NSF 100% Plan Check Fees $ . 538.53 Energy Calc Fees $ 23.00 $ 561.53 Permit No: - APN: 042-030-055 70% $ 376.97 $ 16.10 $ 393.07 LP2A Fee $ 393.07 -Copies Attached:' Qty Ch k %y Application s Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Co AP NO.: 042-030-055 DATES: 06/26/03 1 eVTtF County rsume OWNER: Tamara Miller Phone: 530 899-9055 Phone: T_ V J Department of Development Services 2988 Butterfly Lane Phone:. MAIL Building Division ouNt co ADDRESS: Chico CA 95973- Email: 7 County Center Drive Owner Phone: O Oroville, CA 96965 Phone: CONTRACTOR (530) 538-7541 CA Email: Phone: ARCHITECT OR ENGINEER No.: PERMIT NUMBER: 03-1913 CA Email1LIc SITE 2988 Butterfly Lane Phone: APPLICATION AND PERMIT Chico CA 95973- Email: ADDRESS: ZONING SR -1 LOT 1 BLK MAP BK/PG Flood: X, 0320D PM 82-58/59 04-24-81 SRA ACRES 1.02 SNOW LOAD OTHER: USE ®F Dplx o H Other: 0 TYPE OF New Addn Rmdl Utlts WORK 0 o ° 0 linstinj 0 Other NSF (replace existing mobile) DESCRIPTION LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penality 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, 3 License No. . OWNER -BUILDER DECLARATION I hereby affirm under penality of perjury that I am exempt from the Contractor's State License Law for the following reason: 0 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. 0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason: Reason: WORKERS' COMPENSATION DECLARATION I hereby affirm under penaty of perjury one of the following declarations: 0 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 of 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 Number: This section need not be completed if the permit is for one hundred dollars $100 or less). 0 1 certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the worker's compensation provisions of Section 3700 of the Labor Code I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO 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 under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued. Lender's Name: Lenders Address: I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Signature of Applicant Date _ ° ,Owner . ° ,Contractor i ° Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. PERMIT EXPIRES ON: Date Date Page 1 of 2 C") AP NO.: 042-030-056 1 DATES: 06/26/03 SITE 2988 ButterFl Lane Chico OWNER: Miller - Phone: (530) 699.9055 ADDRESS: y CA r M VALUATION CODE SQ FT _ $ISQ FT VALUATION ELECTRICAL PERMIT O Page 2 of 2 IT 2624 $54.00 $ 141696.00 Filing d$ 20.001 $ 20.00 U $18.00 $ Main Service COV 686 $13.00 $ 8,944.001 600V or fess/200A or less 111$ 23.00 $ 23.00 $ 200+A to 1000A $ 46.00 $ $ New Construction or Additions Roofing x 0 s .ff. 0 $ 60.00 $ DwellingOccupied 8 AccessoryBldgs 2624 $ 0.035 $ 91.84 Fireplace - A/0 M 1 1 $ 2,500.00 New Construction Non -Residential " TOTAL VALUATION $ " 153,140.00 Multi -Outlet Branch Circuits 1 $ 7.50 $ PERMIT FEES QTY FEES Power Apparatus & Single Outlet Circuits $ Filing 1 $ 20.00 $ 20.00 Existing Occupied Permit Fee 1 $ 828.50 Outlet or Fixtures 1-20 $ 1.00 $ Permit Fees Mobile Homes Q 112 Fee $ Outlet or Fixtures 20+ $ 0.50 $ Plan Check Q 65% Permit Fee - $ 638.53 Fixed Appliances or Outlets (Res) ea. $ 5.00 $ Plan Check Minimum/Mobile Home State Approved Plan $ 23.00 $ Temporary Service $ 23.00 $ Revised Plan Check $ 46.00 $ Moble Home Facilities $ 20.00 $ Energy Plan Check Commercial: 4000+: 0 $ Miscellaneous Wiring $ 23.00 $ Residential• 1 I To Master. 1 1 $ 23.00 Pre -Inspection $ 23.00 $ Energy Inspection Fee 1 $ 46.00 $ 46.00 Pool Electric $ 30.00 $ Mobile Home Installation Inspection $ 100.00 $ $ $ $ $ $ TOTAL PERMIT FEES $ 1,456.03 TOTAL ELECTRICAL PERMIT FEES $ 134.84 PLUMBING PERMIT MECHANICAL PERMIT Filing 1 $ 20.00 $ 20.00 Filing 1 $ 20.00 $ 20.00 Each Trap 12 $ 7.00 $ 84.00 Up to and including 100,000 BTU $ 15.00 $ Solar or heat pump water heater $ 23.00 $ Heating Greater than 100,000 BTU 1 $ 20.00 $ 20.00 Waterpiping 1 $ 15.00 $ 15.00 Up to 3 HP and 100,000 BTU $ 15.00 $ Each gas water heater or vent 1 $ 15.00 $ 15.00 Cooling 3+ to 15 HP and Over 100,000 BTU 1 $ 25.00 $ 26.00 Gas piping system 1-5 Outlets 115- Outlets 1 $151$3 $ 15.00 Evaporative Cooler $ 15.00 $ BuildingSewer 1 $ 15.00 $ 15.00 Extend Ducts In Additions $ 15.00 $ Mobile Home Utilities Sewer. Water. Gas: 0 $ 20.00 $ Hoods 1 $ 6.50 $ 6.50 $ 15.00 $ Ventilation $ 4.50 $ $ Gas Fireplace $ 15.00 $ TOTAL PLUMBING PERMIT FEES $ 164.00 $ 16.00 $ IMPACT FEES MECHANICAL PERMIT FEES $ 71.50 SHERIFF TOTAL BUILDING PERMIT FEES $ - 1;826.37 Residential Per SF Living Unit $ 360.00 $ TOTAL OF ALL FEES $ 1,826.37 Multiple Per Living Unit $ 252.00 $ MINIMUM PAYMENT OF FEES Commercial Per Sq. Ft. $ 0.03 $ Filing Fees $ 80.00 STATE RESPONSIBILITY AREA SRA Per Structure $ 89.00 $ Plan Check Fees $ 661.53 DRAINAGE SRA FEES $ Thermalito Residential Per Living Unit $ 510.00 $ Other Fees: Commercial Per Ordinance 3304 $ MINIMUM PAYMENT OF FEES $ 641.53 STREET IMPROVEMENTS Chico Urban Area Residential Per Each Single Living Unit Per Each MI le Living Unit Service Structures Per Sq. Ft. Commercial Medical Structures Per Sq. Ft. Industrial Structures Per Sq. Fl. $ $ $ $ $ 1,982.00 1,370.00 10.19 2.22 1.02 $ $ $ $ $ PAYMENT INFORMATION Date: Staff: I Receipt It 1382267 1 Cash Check#1 Check $: 655.15 FEES PAIDI 655.15 BALANCE OWEDI $ 1,171.22 Residential Per Each Single Living Unit $ 595.00 $ Date: Staff: Re.i t # I I Cash Per Each Mltple Living Unit $ 355.00 $ I Check # I Check $: Therrnalito Urban Area Commercial Per Acre Developed $ 23,849.59 $ FEES PAIDI 0.00 Office Per Acre $ 11,924.80 $ BALANCE OWED $ - Industrial Light Per Acre $ 5,962.40 $ Date: Staff: - Receipt # I Cash Heavy Per Acre $ 1,192.48 $ Check# Check $1 WATER TENDER Per Parcel $ 200.00 $ FEES PAIDI 0.00 RECREATION DISTRICTS - Proof of Payment Only BALANCE OWED $ Chico Area Residential Per Living Unit $ 1,189.00 ❑ Date: - Staff: Receipt # ICash Durham Residential Per Sq. FL $ 1.04 ❑I Check#j I Check $:I ❑ FEES PAIDI 0.00 NORTH CHICO SPECIFIC PLAN BALANCE OWEDI $ 1,171.22 Residential Unit Per Dwelling SR-1:SR-3:.. SR-1/PD: 0 $ 3,315.00 $ - Occu anc P y: R3 Construction: ISSUED R1: I R2: I R3:1 1 01 Is Industrlatf Commercial Industrial SF Commerical SF Office SF School HAZ FEES IMP FLD CDF PRCJ PD HD - 01 $ SCHOOL DISTRICTS - Proof of Payment Only❑ ❑ O ❑ O, (a 10 ❑ ❑ Ma svilleJointUnified-064 - Note - TOTAL TOTAL IMPACT FEES Collected by Development Services $ - Page 2 of 2 O.B.-1 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 E personally plan to provide the major labor and materials for construction of the proposed property improvement: YES ❑ NOA 2. I HAVHAVE NOT 13 signed an application for a building permit for the proposed work. . I have contracted with the following person (firm) to provide the proposed construction: NAME ADDRESS: 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: 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: h� ADDRESS PHONE SIG D: PROPERTYOWNER: NOTE: 0 TYPE OF WORK 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 office before we are permitted to issue the permit. OVER O.B.- I OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record 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 performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors 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. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire 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, Mc 1 C. Vi ira, C.B.O. M ger, Building Inspection NOTE. 71 is Owner -Builder Information is required by Section 19830 of the California Health mtd Safety Code. OVER National Pollutant Discharge Elimination System (NPDES) Phase II Construction Stormwater Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provides by law. Signed: Title: Date: National Pollutant Discharge Elimination System (NPDES) Phase II Construction Stormwater Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provides by law. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Butte County Storm Water Management Plan Revised 5/22/03 P`� f Y'^"—r`T'�' - r r ' '-"!'. [ R` r�'n.r.�•.err••s�,..nTi"'rc""._,�v,.nsv*yur-is"p�.'�M"�l�r+f.Yb17�91R+Y°r+� .���rt +�y 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: MC'a1A_) ASSESSOR PARCEL NUMBER —030--o- Proposed 030- o Proposed Building Use: AJ_JJJ J / / _aq2&eW J* Counter TechnicianPOR Date: ("Wo'? 0 Items required in order to apply for a peumit. All boxes MUST be checkedarked NA in orde to ap ly. Cil 1.. Plot plan 4 sets, signedAy, the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. (Z3' Engineered planCs� 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4., Engineered truss details and layouts iri duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or ' foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... "-'-. ❑ 13. Other aining items needed to issue the permit. (May require additional plan review upon receipt of heollowing 'tems.) 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... D I Statement of Intent for Non -heated and A/C Buildings...................................�....... r. Sanitation and plot plan approval from the Environmental Health Department in �I 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: ©1C (B)Parking: . (C) Parcel Check: 7_ZI r� ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... �1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). k5.2 Pre -Inspection for required ................ Contractor's license information. (Number, Name Style, Classification) ...................... Worker's Compensation Gamie*c a Policy Number ............................................. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Letter of Signature authorization..................................................................... / 4,27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ? ❑ 31. Other: �.._ When issued Telephone p and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Dater Q3 1. Index permit application for the above items numbered: l l' 2. Additional items reauixe& � Contractor, designe as advised cf the above data by Contractor, design was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: � phone, ❑ mail, ❑ counter, by I_0hW ❑ mail, ❑ counter, by Plans approved by: _Structural approved by: Yellow: Buildine Division Plan Check Letter _Date: Date:_ Date a E.N. USF? a r J• 'Bios Plan Attached K� Floor Plan Attached Sent to G.O. ! t ' 77 - TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Mille,— 8 a &e&& la-pl� Owner Location AP# Plan Approved. for: /"` for: Sewage Disposal L ---'-Water Supply: Public Private Well Clearance fort dwelling. Other --AP t:Pa 1Qca Pesci S7S rta, Hold final -for: Fin clearance O.K. for: NOTE: w`s�i�ca A:/Z24z k , / , 11—d-,5- 03 Environ en a! Nalth Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 AA 'n / 1 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ............$ 2. SCHOOL DISTRICT FEES S A ..�� (paid at District Office) (Available after Plan Check) ,5 IERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES 91 - (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. #�—� —OJ J DATE 0 3 RECEIPT # DATE REC. I 0� 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. APPLICAN��—""—% re 44e DL Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) 5tructural Calculations Miller Reoidence 2988 butterfly Lane Chico CPQ 95973 AFN 042-030055 PERMIT NO. 248-83P,E(MH) ' f` PERMIT EXPIRES ✓ 1; OWNER ROBERT DAY,-- --CONTR. Omer 4 ASSESSOR PARCEL 42-03-55 LOCATION SW corner of Bell Rd & Butterfly Ln, Chico _t l i Temp. Power Pole Called PG&E Temp. Elec. Service���"'����� Called PG&E— Temp. Gas Service Called PG&E j JOB FINALED (Date) ` Signature s V = OK 0 = Not OK — = Not Applicable * = Not Ready MOBILEHOMES MISCELLANEOUS DatV MOBIL OME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s k__1'Z_91^g Requirements—Setbacks—Easements 1. Zoning Requirements—Setbacks—Easements Soi , Special MH Support—Sketch 2. Footings; Size—Depth—Spacing—Connectors ew ; Location—Test—Fall-C/0—Concrete _ 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails ater; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing_ 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures as; Location—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors• tility Clearance 7. Elec. Card -BI Date / *5 Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date t Card -BI Date MOBIt,E"OME INSTALLATION ( s) OK except N's Card -BI Date Date Card -BI Date _ POOLS (Plans) OK except N's �oning Requirements—Setbacks—Easements 1. Setbacks—Easements ootings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Ltning Iectricity; MH Test—Crossovers—Breakers—Clearances 4, Elec.; Receptacles and Lighting; Distances—GFI rain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI ater; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7 ater and Sewer Connected—C/0 to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Ele Icily Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit ts; Insp.—Sketch Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test B -I Date , Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date, u Card -BI Date Card -BI Date i r J = OK 0 = Not OK - = Not Applicable i` = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR Plans' OK exce t#'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /"_Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped-Slab 51. 52. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic - 8. D.W.V.: Fall-Fittings-Test72 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors 55. Shear Walls; Nailing -Bolts 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Undergrcund 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except N's _ 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access Gas Pipe; Size & Anchors 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails _ _19. 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets.& Receptacles at Kit. Counter Date ELECTRICAL Permir. OK except p's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection -- 21. Slee. Receptacles Spacing -Lights &Switches at Doors 70. 71. Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. _ 22. Size Boxes & No. of Conductors -Stapled 23. Romex Installed Close to Edge of Studs & C.J. _-_ 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic ❑Yes - 25. 2 Appliance Circuits in Kitchen &Conductor Size 73. Guard Rails &Deck Construction -Post Caps _ 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral L --Yes ED No 75. Followinginstld.: Drive ❑Yes ❑ No; Walks El Yes ❑ No; Planters Dyes ❑No - 28. Service -Riser Ccnductors & Ground -Main Disconnect 76. Stucco; Brown -Finish - 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Cirnces-Brkr. & Cond. Size -115V Outlet - 30. Clothes Closet Light -Shower Light 78. 79. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. Water Well; Disconnect, Electrical, Plumbing ------ Card B -I - - - ----- ------ ------- _Date_ Card -BI Date 80. 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit)OK except 83. Corrections from Previous Inspections 84. 85. Gas Test -Meters Tagged; Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval - - _ 31. 32. 33. A.C. Ducts: Insulation tion & Supporrtt Vent-Fan_Exhaust above Insulation _- Condensate Drain _& Overflow, Size & Grade 86, Energy Compliance Certificate -Other Certificates 34. Furnace-Vent;_Access-Comb._Air-Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic -- Card -BI - Card -BI Date - ----- - - ---- -- --------------- Date- _ Card -BI Date Date Card -BI Date FRAMING(Plans) OK except q's Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: 36. Sills; Proper Material & Anchors _ _37. 38. 39. Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor _Nailin_g__ __ Draft Stop in Walls (rat proof) _ 40. _Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. 42. 43. 44. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rfir. Ties- Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat 45 46. 47. Attic Access; Size & Rom ex Protection -Draft Stop -Ins. Baffles _ Bdrm.-Windows or Exiling Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing (NOTE: Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the =ement.s of the California dministrative Code, Title 25, Chapter 5, permit number 913—for the following,jocation: Own er Owner's Address Jl� O� Mobilehome Mfg. ..Mode I Wl- e�7 Year Insignia No. t9V If Serial No. It is hereby certified for occupancy at the above described location and may be occupied. Director<f--Public Works Date By THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. X COUNTY OF BUTTE , DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE / i- l -- A- BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 1 t I � ! 1 % r Inspector ��- �' �- r 'r - Date �. rr f COUNTY OF BUTTE DEPARTMENT OP PUBLVC WORKS e 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE A A/tr�.�-f BUILDING ORJPROPERTY•ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, 'please contact this office immediately. Inspector { `"� --i /V'1 Date J L, ^ r-� COUNTY QF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive. Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE VWNtH HERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. kl rAj "-1zk Inspector_— Date_ r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, CaliforniA 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR P RCEL NUMBER J , OJ ZONING BUILDING PERMIT OWN R 9 / TELEPHONE 77— J1G SQ. FT. OCC. BUILDING VALUATPON OWNER'S MAILING AD RESS CONTRACTOR'S NAME TELEPHONE ONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER Ale °v UNKNOWN Total Valuation Is Filin Fee g $ 10.0 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ p Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADop S ' J � £ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome Other SPECIFY Building sewer 5.00 Mobile Home JSJGJWJ 10.00 e TYPE OF WORK / New❑ Addition Remodel❑ Utilities❑pI tallation2 Other❑ Describe work:/✓�� /�Gt�dre/l�?l./l �e�/ice Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service BOOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 2I/2P•sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. icense No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI.OUTLET 2,50 ea NON.RES'D BRANCH CIRC ITS NEW CONSTR. POWER APPARATUS &') NON, ESI D. %SINGLE OUTLET CIR. / Ex. Occu / 20®BOS P\o OR FIXTURES BAL030 FIXED A Ex. OCCUp. OUTLETS P(RESID )LISIS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have -,placed on file with the County of Butte Building Department a eitificate of Workmen's Compensation Insurance or a Certificate f Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating - ' Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify ep harmless the County of Butte against all liabilities, ents, co s, and expenses which may in any way accrue against sao in c mise u ce the granting of this permit. Date Signat a of Applicant — Owner Contractor ❑ Agent An OSHA permit is required for ex vatians over 5'0" deep and demolition Or construct- ion of structures over 3 stories in fight/. Mobile Home Installation Fee $ p TOTAL PERMIT FEE $ OCCUP, GROUP TYPE OF CONST. F PARCEL PD No ISSU This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PU v+ By- PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. IC WORKS Date � ---3 7, i / leipt No. 63 it(0 fITE-D.P.W., YELLOW-ASS@SSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT MOB II:/HOME, SUPPORT DATA.4 ,4,4 g 0 07F CA / If other than single wide, Mobilehome Mfr.l��1 —7,; furnish Setup Model No. Year Widt `/O' (ft.) Box Lengt�(ft.) Tagalong,or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheet Son file with the County of Butte). All center supports measured fr of mobilehome unless otherwise spe Footings (check one) Single 1. Wood either pressure treated or foundation grade. x v (ft. (in.) (in.) (in.) 2. Other: (specify) Center support Center support locations* footing sizes Supports (check one) (in.) L Concrete block. i x o E] •2: Other. (specify) (in.) (in.) 13 4 Tagalong or Expando,' 7-,;,)(30 show support details. / '301 (in.) (in.) / x ,30 -- Typical Support (in.) (in.) 'Footing Size L91 zw , fZ� (�elween (ft. in.) (in.) (in.) - Max. Pier Spacing -, 9 � � •�'� Mau^ o lqle ks /z x p �� -- Max.. Overhang (ft.) (in.) (in.) (in.) �% 83 . -BUTTE couN I r BUILDING DEP, QrMgNr App c *If center piers are other than drawn above, C D •-draw in -locations, spacinj, and dimensions. BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: Fri -,7 .47� hyo rne t 2. Installer's name: 3. Is the site currently under permit? Yes / ✓/ No ( If yes, furnish permit number OR Is the site an existing site? Yes No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome'be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks.and easements? Yes / / No ( If no, clarify ) 5a :What is the mobilehome electrical rating? ----------------------- 00 Amps 6. What is the mobilehome site service rating? ------ ADO -_ Amps 7.. What is the mobilehome site circuit breaker rating? ------------- „�/i� Amps 8. Is there any other electric load to be served by the mobilehome siteservice? --------------------------------------------------- Yes No T (If yes, identify the load and size: IA%�' e?o?O �1 (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- Ala 27P --------------------- Natural Natural /% LPG / / 10. What is the type of gas service. ,�// 11. What is,the gas pipe length from meter or tank to the mobilehome? A4777 - (ft.) 12. What is the mobilehome gas demand? ------------------------------ Alex e (BTU)' (This information not required if pipe length less than 6 ft. on natural gas . or less than 50 ft. on LPG.) - COUNTY OF BUTTE - DL-PAR'TWNT dF PUBLIC WORKS 7 County Center Drive - Oroville, California-959�5 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO d_ ASSESSOR PARCEL NUMBERZONING .s BUILDING PERMIT OWNERTELEP(H�ONE 77 �d SO. FT. OCC. BUILDING VAL TION OWNER'S MATLING ARESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $-"Qf} LENDER S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee v $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ .G p BUILDING RE55 '� PLUMBING PERMIT Filing Fee 10.00 ` �I / Each Trap 2.00 Solar Water Heater 20.00 %GJ Water piping 5.00 LOT NO. SUBDIVISION NAME - PARCEL MAP 8 Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USEOF SJRUCTURE SF ❑ Duplex❑ Mobilehome Other SPECIFY Building sewer 5.00 Mobile Home G 10.00e 4,620 TYPE OF WORK,/ New ❑ Addition ❑ Remodel ❑ Utilities I Installation❑ Other ❑ Describe work: — Permit Fee $ Q� QCT Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 OCC) Main service EA. ADD'L 100 AMP 2.50 If. SD NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLOGS. 21h�SQft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. y License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 1 ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec.—, Business and Professions Code for this reason NEW CONSTR ULTI.OUTLET 2.50 ea NON.RE.,D. BRANCH CIRC ITS NEW CONSTR POWER APPARATUS &) NON•R ESI D. SINGLE OUTLET CIR. / 20s0C Ex. OccuP(oTs OR FIXTURES L0 SALO 50C XED FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 ;CJD Misc. Wiring/ f/, Permit Fee $ 2 p Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 ' Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indem ' y an keep harmless the County of Butte against all liabilit' gments, osts, nd expenses which may in any way accrue agains aid my i on equen a of the granting of this perm't. Date r Si .ar0re of Applicant — Contractor ❑ Age An OSHA permit is required f excavations over 5'0" deep and demolition or construct- ion of structures over 3 storie in height. —el Mobile Home Installation Fee $ TOTAL PERMIT FEE $ q 7 S-6) OCcUP. GROUP TYPE of CONST. PARCEL �D HD 550E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE C OF PUBLIC 17 By PE EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date -2 A Z� fV Receipt No. /�� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT r' a.. ;c,=rt->...-:-.q,d,,,a..o„w 'rf 1°a�. 7?..o-L-.ri.=v^-a..--�`-..�r-�:,,•c'�. ' f COUNTY OF BUTTE - DEPARTMEN.T_:OF.-PUBLIC'WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE;'CALIFORNI'A 95965 - TELEPHONE: 916/534 4541 PERMIT APPLICATION DATA SHEET �+ OWNER Proposed Building Use, Permit Fee Based Upon Building Inspector Complete Contract Price Other -(Explain) Permit No. A. P. No.%- ) T__ ,5 S 4` DPW Valuation Date / -?I--k,_3 At time of permit application, I was advised the fol wing data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate./triplicate. . . . . . . . . . . 3. Complete plans in duplicate./triplicate. . . . . . ' 4. Complete engineered plans and calcs. . . . . . ., 5. Plans with Energy Design Compliance Statement. . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . 9: Letter of signature authorization. . . . Q��n Sanitation approval from C�iIGc� Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13.: Contractor's License Information (no., name style, classif.) OAC riX14. Owner -Builder Verification (Given to owner0!lVail to ownerE]) 4 15. Improvements may be required. . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . . Pre-Inspec. request to 17.. Pre-Inspecctjon for (Date) / Required. B 'Id' g Inspector O' _ Ot er - e3- When you issue the permit, process as follows: mail to owner. Mail to Acto . de - Te lephone and hold for pickup at office. Deliver w/inspector. Other �--� Appl icant —�r r r° . Date Copy of plans sent Health Dept., Fire Dept., l Other ,i Date_:_ During the plan checking process, the following data must be submitted prior to permit issuance: =' (For required items not checked above at time f plication, c' le'item.) 1. Index permit for above Items No. 'grey 2. Additional items required: (Contractor, Design Plans checkedy _ Plans approvedt, �r Copy—DPW Other: _Mail Other Date A— I -Fa f TO: Building Department.._ E FROM: Environmental Health, Chico SUBJECT: Sanitation Clearance Own i:ocation�y Lir r(a Aria Plan approved for: sewage disposal water supply A Hold final for: water supply Final clearance O.K. for: water supply a� Clearance for �j bedroom mobile home. Other Note-*** Sanitarian [late Return to DPW AGRICULTURAL STATEMENT OF ..ACKNOWLEDGEMENT 93— 3431 FOR RESIDENTIAL DEVELOPMENT • OFFIC:AL REC0,13 BUTTE C0U'1'TY-CA1_!F Section 26-8.1 of the Butte County Code requires this acknowledgement ROS r�E Q+JT S; be �orded prior to issuance of a building permit.The property described herein is adjacent to land or included AN �� 9 . �� •within'an area zoned for agricultural•purposes, and residents of ELEANOR M.8ECKER this property may be subject to inconveniences or discomfort arisin§LERK•-RECORDER 12� from the use of agricultural chemicals, including, but not limited to herbicides, FEE pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occa- sionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural.zones which have as a priority use for productive 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: A part of Lot 2 of the Cussick Tract, according to the Official Map thereof filed in the office of the Recorder of the County of Butte'. State of California, December 27, 1895, in Book 1 of Maps, at page 48, more particularly described as follows: Parcel 1 as shown on that certain Parcel Man recorded in the Office of the Recorder of the County of Butte, State of California, on April 24, 1981, in Book 82 of Parcel Maps, at page 58 Reserving therefrom a 60 -foot access easement as shown on said Map. .' (+, K State of ) On this the day of , 19 , SS. before me, the undersigned Notary Public, personally County of ) appeared (*A known to me to be the person(s) whose name(s) subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. NO. `/ Z' 0.6 , 2!2�J�.J Notary Public END OF DOCUMENT n 04, State.of California S.S. County of Butte - - I . I Onthis28th dayof January Jn the -year 1983 .�efor J,.Acheson a Notary Public in and for the -Butte �County, personally appeared- Rb eR rTa'y m�d Trula M. Day C] personally known to me Uproved to me on the basis of -satisfactory evidence Go to be the person (s) whose name is subscribed to this instrument, and acknowledged tha*t -thei-Y executed '23 � it. IND (SEAL) '7 - OFFICIAL SEAL 0 WITNESS my hand and official seal, J ACHESON pa NOTARY PUBLIC - CALIFORNIA rn 9�UTTE ; GOUNTY my comm. expires JUN 20, IM Notary'Public in and for the )PL _County and State. P-169 8-82 (REV.) My commission expires June 20, —119 86 -7n NOTE—All Materials & Workmanship Shall Be in , Th':s set of plans and specifications MUST bt Accordance with Recognized Good Practices and kept on the job at a►•I•times and it is unlawful tc _ `-- -''��� � r .t t• •f• fn -- _-- il__ mn�rn nn.. i��_-,nre:nl3f�... �i i.=..�1:....,. .... ��...... ...:1�.....1. Y ± s �'. J .}f• v � ��� , e `Jp. �C � �,M , t, �' r ���'�" y ,E'a!}r. '/ •1. r : l:.`, k! k ` �y 3. a iY',;'n., f 't.'- •,^ . •~� fir., �• w •r '4f rl/•�A�'t•Y • 1 ai ,! • ' 4, � ', `� .f� �� 3s � .2• .3 �y t;'3� as,� j; t� r��. �� , Q `� �?t w 1 ! �:•.�1 it ^+Sf � •y i" '.v- Ha �;F ti'' t �-P�,.4 .h - ./•�.. :'�'_��: x'43 'f+ """fix iv. p� �, ���' _ ° x' Yt'H s.,3 l �i` �• Fir io- �� •. •� � •• • • A 'y -^� ,f�.., t '' 'y>.� a,� O1. �- ��� l* tri,' �� r •t C f r¢t.. ,t' C 4 5 C' 7f{µ` ♦- Y L � �• • • '�!` � 1. . i.2 `+ ♦ r- -~� -. r _... _ r, _ —I� �.t '.i,•y� y�'f Y' r� � �r �yj. _�-. F4 + r I — TL 17 r{ -- -{-- 1 _ r__. 11 i_ 7 4A -jfi4 d'etac c of -5 ft. "f rerj-i the - �- , - - lu RJres, ari H�. of-54ft from Jhe+roaefa - ' - enteriMe shall bo C.C. 'r of -'- r -e ui r-ne t excE t�- „y� fistrUctUres o q p � , P Z --{ora 2 ft:- eave-over, ehang: - - - - . _ _. _ _ r_ Utility-co�nectibnt shaif be 4. ft• of the, rncbiiehdme; e'ith r- i - - -} _ _ 4. directly behind. or vvithin the'rear- t half of the -roadside (left) of tier - , ` - ,_ .. , mobil+Cr1M.- - --r ,� \ �FC?C BUTTE COUNT l ��4re '. _ wui �. - 'B I DING DEPARTMEI�,I ' permit will b`e +. _ S requ red for+o` �A P P R O V� •DGpf insfaffation f ;;t fF'� rrlobilehcrne•^! ,_.-.._ -� I /'�•�(/S l l/ C� ` , .� irk ru�e1, - .- , - _ — - - '- ► - . - 9 S G i C[1 P V �/ 1 / it �� ��� seH..e r• � : _ . _ :_ % _'W�� - - - � _ � �� . i` to PERMIT NO. 1/ i 1756-84B,E � I PERMIT EXPIRES OWNER ROBERT DAY CONTR. owner ASSESSOR PARCEL 42-03-55 j' LOCATION 2988 Butterfly Lane, Chico i j I. r Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E f STemp. Gas Service f s ;! Called PG&E JOB FINALED (Date) S r' Signature i V = OK 0 = Not OK a 'a. = Not Applicable MOBILEHOMES MISCELLANEOUS * = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -.Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip.w/5'-Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date 0 = OK —=AotAp$icable RESIDENTIAL `(Single and Duplex) Not Ready Date UND LOOK Plans OK except #'s Continued ' Zoning requirements—Setbacks—Easements Property Line Firewall & Openings Ftg., Main; Soils—Steel—Elec. Grnd.— / /" Ftg. Depth Ext. Doors—One 3'—Check Garage -3rd story, 2 exits Garage; Soils—Steel— / /" Ftg. Depth =DateFRAING Stairs; Width—Headroom—Rise—Run—Landing—Fire Protection 4- Ftg., Porches & Decks; Soils—Steel— / /" Ftg. Depth Plywood on Roof Overhang—Attic Vents—Rafter Outriggers -6-6temwalls, Main; Steel—Blockouts—Wrapped—Slab Siding—Nailing—Veneer 15,40�Stemwalls, Garage; Steel—Blockouts—Wrapped—Slab 53. Stucco Mesh—Drip Screed—Fdn. Vents—Underflr. Access —_7—Piers— F I replace Ftg.—Steel 54. Glazing Area—Glass Protection—Skylights—Plastic �--S,—D.W.V.: Fall—Fittings—Test-2 way C/O—Sewer Test 55. Shear Walls; Nailing—Bolts —4—.Gas Pipe; Size—Anchors 40 -Water Pipe; Test—Anchors—Regulator—Service Test Electric; Underground -I-G. Plenums & Ducts; Clearance—Material—Support—Ins. Girders—Sills—Anchor Bolts—Joists—Vents—Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINA (Plans) OK except N's Card -BI Date Card -BI Date Date PL MBING (Permit) OK except q's 5 . Ext. Steps—Door & Sidelight Protection—Landings 5 Smoke Detector 14. 1 Water Ht.; Vent—Access—Combustion Air 5 Furnace; Vents—Clearance—Comb. Air—Connector- In Garage; Above Floor—Ducts—Mech. Protection 15. Water Pipe; Test & Anchors—Nail Protection 16. D.W.V.; Test—Fttngs & Anchors—Nail Protection 5 Bedroom Exiting 17. Shower Pan; Test, =irst Floor—Tub Access 6 G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor—Tub Access 6 Elec. Trim & Subpanel; Breaker Sizes—Labels 19. Gas Pipe; Size & Anchors 6 Stairs & Rails 6 Fireplace or Stove; Clearances -Hearth 6 Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 6 Kit. Fixt. & Appliance; Grnd.—Air Gap—Cooking Clearance Caid-BI Date Card -BI Date 6 Elec. Outlets & Receptacles at Kit. Counter Date E ECTRICAL Permit OK except q's 6 Garage Fire Door; Swing—Landing—Closer 6Q. A.C. Duct in Garage—Damper 20. F'xture & Transformer Clearance—Ins. Protection 6 . Wtr. Htr.; Vents—Clearance—Comb. Air—Connector—P.R.V.— In Garage; Above Floor—Mech. Protection ej,VElec. Receptacles Spacing—Lights &Switches at Doors 22 Size Boxes & No. of Conductors—Stapled 74. Plb., Elec. & Mech. Equip. Listed for Location 23 Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)—Romex Protec. 24 Equip. Ground made up w/Mech. Fasteners—Bond Gas & Water 7Insulation—Foam—Looked in Attic ❑Yes 25 2 Appliance Circuits in Kitchen & Conductor Size 3. Guard Rails & Deck Construction—Post Caps 26 Subfeed Wire Size ; / ga. Cu or AI—A.C. Wire Size / / ga. Cu or Al 4. Fdn. Vents & Crawl Hole Door—Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27 Range Circ. / / ga. Cu or AI—Oven Circ. / / ga. Cu or AI,5. Insulated Neutral ❑Yes ❑No Following instld.: Drive El Yes ❑ No; Walks ❑ Yes El No; Planters El Yes El No 28. Service—Riser Conductors & Ground—Main Disconnect 6. Stucco; Brown—Finish 29. Equip. Clearances: Panels—Motors—Mech. Equip. 7, A.C. Unit; Disconnect—Clrnces—Brkr. & Cond. Size -115V Outlet 30.1 Clothes Closet Licht—Shower Light 8. Vents Above Roof; Plbg.—Appliance—Firepl.—Clearance to Opngs. 9. Water Well; Disconnect, Electrical, Plumbing 40. Exterior Elec. Trim; G.F.I. Receptacle—Underground Card B -I �� Date j p -BI Date . Ventilation throughout House Card B -I Date Card Date Card -BI Date MECHANICAL (Permit) OK except q's 31. A.C. Ducts; Insulation & Support Glass Protection Corrections from Previous Inspections Gas Test—Meters Tagged; Gas—Electric 5. Water & Sewer Connected—C/O to Grade—HD Approval 32. 33. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade nergy Compliance Certificate—Other Certificates 34. Furnace—Vent; Access -Comb. Air—Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date R Date Card -BI Date G Plans OK except k's Card -BI Date Card -BI Date Comments at Final: Sills; Proper Material & Anchors alls; Studs—Nailing, Spacing & Bracing—Plates—Sound 3 Bearing Walls over Girders & Floor Nailing 3 Draft Stop in Walls (rat proof) 4 Fire Stops; Furred Ceilings—Stairs—Chases—Tub 4 Header & Beam—Size & Bearing 4 gers—Post Caps—Anchors—Connectors 44 Cing. Joist—Rftr. Ties—Purlin—Roof Brac.—Truss—Sh_thng_.—Rfn_g_._ _ Fireplace Ties or Type A Flue—Fireplace Throat 4 Attic Access; Size & Romex Protection—Draft Stop—Ins. Baffles 4 Bdrm. Windows or Exiting Doors—Sill Hgt. & Dimensions 4 . Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. It you have any question pertaining to this matter or need additional explanation, please contact this office Immediately. R Inspector__ =_ Date V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PAARCELNU!M�BER c Z BUILDING PERMIT OWNERTELEP ONE r SQ. FT. OCC. BUILDING VALUATI N OWNER'S MAILING DRESS CON RA T R'S NA E �#- TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ C Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ .� BUILDING AUPRLSS :6 At g:,& 1 S4 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets 5.00 USE OF STRU URE SF [:1Duplex❑ Mobilehome❑ Otherri') �'2• , �� SPECIFY Building sewer 5:00 Mobile Home S G W 0.00 e ,� / TYPE OF WORK New P Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR001 OR LESS10.00 Main service EA. ADD -L 100 AMP 2.50 NEW CONST. / DWELLIN O •&� OR ADDNS. l ACC. BLD 2yz2Sgft R CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CON5TR ULTI.OUTLET 2,50 ea NON.CONS BRANCH PIRA IS NEW CONSTR POWER APPARATUS & NON RES SINGLE OUTLET CIR. Ex. Occu 20®S0C P�o OR FIXTURES 9AL®so FIXED A FIXED APP LNS, OR EX. Occup. OUTLETS (RESID.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. `U j I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. LIalso agree to save, indemnify eep harmless the County of Butte against ncost , an expenses which may in any way accrueInst tfi co seq nce f the granting of this permit. Date Co ign ure of Applicant - Owner - Contractor ❑ Agent An SHA permit is required fore ovations over 5'0" deep and demolition or construct- ructures over 3 stories in eight.+ Mobile Home Installation Fee $ TOTAL PERMIT FEE OCCuP. GROUP TYPE OF CONST. PARCEL PDiabi�at This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR R O�PLIC PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date � � Receipt No.—[AOBy WHITED. P. W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Tru55 Calculation'o Miller Re ' idence 2988 Butterfly Lame Chico CA 95973 AFN 042-030-055 � 4v MiTek�' Re: MILLER -T MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Trojan Truss Pages or sheets covered by this seal: R9445342 thru R9445348 My license renewal date for the state of California is June 30, 2005. Anderson, Bob ' The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSU1PI-1995 Sec. 2. Job Truss Truss Type Qty Ply 8.0-0 8-40 2 X 4 OF No.1 &Btr-G BOT CHORD REACTIONS (Ib/size) LOADING (psf) R9445342 MILLER -T J1 JACK 1 1 I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 (optional) TROJAN TRUSS, ORLAND CA 85963 -1.4-0 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Fri Jun 20 09:40:00 2003 Page 1 1 1.4-0 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WH E REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D', REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 6.00 12 2 01 8-0-0 8.0.0 III Scale = 1:28.4 LUMBER * EXP.06/30/05 1ST CIVil. �rFOFCAI.IF�� BRACING TOP CHORD 2 X 4 OF No.t&Btr-G TOP CHORD 8.0-0 8-40 2 X 4 OF No.1 &Btr-G BOT CHORD REACTIONS (Ib/size) LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -0.16 2-4 >562 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.30 2-4 >312 BCLL 0.0 Rep Stress Incr NO, WB 0.00 Horz(TL) -0.00 3 n/a BCDL' 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 25 Ib LUMBER * EXP.06/30/05 1ST CIVil. �rFOFCAI.IF�� BRACING TOP CHORD 2 X 4 OF No.t&Btr-G TOP CHORD BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD REACTIONS (Ib/size) 3=223/0-3-8, 2=390/0-3-8, 4=62/0-3-8 Max Horz 2=1740oad case 5) regarding fabrication, quality control, storage, delivery, erection; and bracing, consult OST -88 Quality Standard, DSB- Max Uplift 3=-123(load case 3), 2=-101(load case 5) Max Grav 3=223(load case 1), 2=390(load case 1), 4=139(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=36, 2-3=80 BOT CHORD 2-4=0 Sheathed or 6-0=0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads .per Table No: 16-B, UBC -97. + 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 4, 2, and 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard /00r- ���E.�S•�0� r * EXP.06/30/05 1ST CIVil. �rFOFCAI.IF�� ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual - June 20, 2003 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. 'M Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection; and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719 - MiTek Industries, Inc. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or-Personal -injury., -. 1 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each t TOP CHORDS other. 1 / ..� �g g c2 c3 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0at 0 , 3ZXbJ joint locations. U 4. Unless otherwise noted, locate chord splices O aat 1A panel length (± 6" from adjacent joint.) •For 4 x 2 orientation, locate c7 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless-expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT - is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. t practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8: Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel* CONNECTOR PLATE. CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate - without prior approval of a professional which bearings (supports) occur. I 11144 s engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply DEFL in (loc) 1/defl TCLL 20.0 Plates Increase 1.25 TC 0.76 R9445343 MILLER -T J2 JACK, 1 1 BC 0.76 Vert(TL) -0.48 2-4 > 191 BCLL 0.0 Rep Stress Incr (optional) TROJAN TRUSS, ORLAND CA 95963 r 4.201 SRI s Oct 17 200"1 Ml Iek Industries, Inc. t-ri Jun 20 09:40:01 2003 rage i i -0-9-0 a-" TOP CHORD BRAeING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDIT ONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS �EO D) REFER TO TPI PUBLICATION HIB -91 BRACING. WOOD TRUSSES COMMENVrAYI 12 AND RECOMMENDATION. i ro • cb 2 r? 0 2.5 - 8-0.0 B -o -o LOADING (psf) SPACING ' 2-0-0 CSI DEFL in (loc) 1/defl TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) -0.16 2-4 >562 TCDL 10.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.48 2-4 > 191 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 LUMBER BRACING TOP CHORD 2 X 4'DF No. 1&Btr-G TOP CHORD BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD REACTIONS (Ib/size) 3=1269/0-3-8,2=438/0-3-8,4=150/0-3-8 Max Horz 2=I26(load case 4) Max Uplift 3=-711(load case 4), 2=-52(load case 4) Max Grav 3=1269(load case 1), 2=438(load case 1), 4=227(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=10,2-3=45 BOT CHORD 2-4=0 PLATES M1120 Weight: 23 Ib Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not'exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Two HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at jt(s) 4. 5) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard - 1) Regular: Lumber Increase =. 1.25, Plate Increase =1.25, Uniform Loads (plf) Vert: 1-3=-60.0, 2-4=-38.9 Concentrated Loads (Ib) Vert: 3=-1040.8 ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Scale = 1:15.6 3 GRIP 220/195 Q OFESS/p M"C171" z" * EXP. 06/30l05 * CIVIL �P q OF CAl1F��� June 20,2003 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION'. Failure to Follow Could -Cause Property , • Damage or Personal Injuryse. 'Center plate on joint unless dimensions indicate otherwi Dimensions are in inches. Apply l . Provide copies of this.truss design to the plates to both sides of truss and building designer, erection supervisor; -property. securely seat. owner ond•all other. interested parties. J2 J3 J4 2. Cut members to bear tightly against each - TOP CHORDS other. �/$ ~ C2 C3 J5 3. `Place plates on each face: of truss at each q joint and embed fully. Avoid knots and wane V �, ; 3 O at joint locations. �+ U�y U 4. Unless otherwise noted; locate chord splices 0 a_ at '/4 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ C8 C7 C6 0 BOTTOM CHORDS 5. 'Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections la busses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 1`�� 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. - 1 engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. F Job Truss Truss Type Qty Ply 2 X 4 OF No.1 &Btr-G WEBS LOADING (psf) SPACING 2-0-0 R9445344 MILLER -T T1 MOD. QUEEN 3 1 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.12 10-11 (optional) I f1UJAN I nuaa, Unt-ANIJ l.A �aUoo -1-3-01 5.8.7 i 10-10-3 I 16-0-0 1 21-1-13 1 2639 I 3 32-0-0 �3-0i `1-3-0 5-8-7 5.1-13 5.1-13 5.1-13 5-1-13 5-8.7 1-3-0 4x4 = Scale = 1:64.8 N N 0 5 3x6 - 12 11 10 3xb = 3x4 - 5x8 = 3x4 - 8.3.5 16-0.0 1 23.8.11 32-0-0 8-3.5 a 748-11 748-11 8-3.5 Plate Offsets KY): [11:0-4-0,0-3-01 TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD 2 X 4 OF No.1 &Btr-G WEBS LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.12 10-11 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.26 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.07 8 n/a BCDL 8.0 Code UBC97/ANSI95 1st LC LL Min I/deft = 360 Weight: 151 Ib LUMBER TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD 2 X 4 OF No.1 &Btr-G WEBS 2 X 4 OF Std -G *Except* 4-11 2 X 4 OF No.1 &Btr-G, 5-11 2 X 4 OF No.1 &Btr-G 6-11 2 X 4 OF No.1 &Btr-G, REACTIONS (Ib/size) 2 =1289/0-3-8, 8 =1289/0-3-8 Max Horz 2=-89(load case 3) Max Uplift 2=-299(load case 5), 8=-299(load case 5) BRACING TOP CHORD Sheathed or 4-4-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2118, 3-4=-1897, 4-5=-1329, 5-6=-1329, 6-7=-1897, 7-8=-2118, 8-9=16 BOT CHORD 2-12=1880, 11-12=1546, 10-11 =1546, 8-10=1880 WEBS 3-12=-266, 4.12=354, 4-11 =-520, 5-11 =880, 6-11 =-520, 6-10=354, 7-10=-266 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 8. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporati3n of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. am Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. _4� Ci• H1VA\�, >k EC 77.11800/Q 5 CN1l- �P qI'FoFCA��F°`�� June 20,2003 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION,,. ` Failure to Follow Could. Cause Property . Damage or. Personal Injury 1 3�4'.*Center plate on joint unless • dimensions indicate otherwise. Dimensions -are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property. securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each „ TOP CHORDS other. �/ „♦ /$ $ C2 C3 J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 U �, a 3 0 at joint locations. �+ U �y U 4. Unless otherwise noted, locate chord splices CL at ' panel length (± 6" from adjacent joint.) /4 For 4 x 2 orientation, locate F- O 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. C8 BOTTOM CHORDS C6 plates 1/8" from outside edge J1 J8 J7 J6 of. truss and vertical web. 6. Unless expressly noted, this design is not .applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and. connector plates: ' AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. .practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel _ CONNECTOR PLATE CODE"APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING sacci 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I III Ta 8 engineer. MiTek® 117M M71 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 R9445345 MILLER -T T2 CAL HIP 2 2 M1120 220/195 TCDL 10.0 Lumber Increase, 1.25 BC 0.51 (optional) I HUJAN I FUSS, UHLANU I.LA ybyp6 N a O 4.LV 1 0111 5 vci I/ LUVL IVII 1 eK Inuu5tnC5, Inc. rn jull cv vv.•tv.vo cvv� rayc I .-1-3-01 • 7-7-1 8.-? 13.2-3 1 18.9.6 23.11.9 2415 32-0-0 33.0 ,I 1-3-0 7-7.1 0-5-0 5.1.12 5-7-3 5-2-3 0.56 7.7-1 1.3-0 Scale = 1:58.5 5x8 \\ - 5x7 1x4 11 3x8 - R EUH24-6 1x4 II 3x8 = EUH24-6 EUH24-6 EUH24-6 Special EUH24-6 . I 7-7-1 } • 13-2.3 _ 18.9-6 7-7-1 57-3 5-7.3 5x5 - 3x4 - EUH24-6 EUH24.6 Special EUI -Q4-6 EUH24-6 24-4.15 32-0-0 T _ 5.7.9 7-7-1 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.18 12-13 >999 M1120 220/195 TCDL 10.0 Lumber Increase, 1.25 BC 0.51 Vert(TL) -0.36 12-13 >999 BCLL 0.0 Rep Stress Incr ' NO WB 0.44 Horz(TL) 0.11 9 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 278 Ib LUMBER TOP CHORD 2 X 4 OF No.1 &Btr-G 1 BOT CHORD 2 X 4 OF No.1 &Btr-G WEBS 2 X 4 OF Std -G - I REACTIONS (Ib/size) 2=2872/0-3-8, 9=2863/0-3-8 Max Horz 2=65(load case 4) Max Uplift 2=-761(load case 5), 9=-770(Ioad case 5) BRACING TOP CHORD Sheathed or 5-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-5531, 3-4=-11, 3-15=-6527, 5-15=-6547, 5-16=-6535, 6-16=-6535, 6-17=-4949, 7-17=-4948, 7-8=-18, 7-9=-5523, 9-10=33 BOT CHORD 2-14=4848, 14-18=4844, 13-18=4844, 13-19=6582, 12-19=6582, 12-20=6582, 11-20=6582, 9-11 =4871 WEBS 3-14=298, 3-13=2057, 5-13=-945, 6-13=-57, 6-12=201, 6-11 =-1955, 7-11 =1362 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Two HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 9. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) 2 -ply truss to be connected together with 1 Od Common(.148"x3"1 Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. . 9) Use Hughes EUH24-6 (With 10d nails into Girder & IOd nails into Truss) or equivalent spaced at 4-0-0 oc max. starting at 2-0-0 from the left end to 30-0-0 to connect truss(es) ??? (1 ply 2 X 4 DF) to front face of hnttnm chnrri. Atin ffid ffr/Rbie �erify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. 0 OFESS/ A T" C 17180 * EXP. 06/30/05 f ����� CtVI� �P \e FCAI.IF�¢% June 20,2003 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION' ;' Failure to Follow Could Cause Property Damage�or Personal Injury � 3/4' 'Center plate on joint unless : dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each .. TOP CHORDS other. Y$ $ C2 C3 , JS 3. Place plates on each face of_truss at each 111�C4 joint and embed fully. Avoid knots and wane U: y, 3 O= a at joint locations. �,� O U �y = " U 4. Unless otherwise noted, locate chord splices 0 ` O � at 'Apanel length + 6" from adjacent joint.) P 9 (- 1 1 ) For 4 x 2 orientation, locate ~I CS C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in- JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates: AROUND THE TRUSS STARTING AT THE LOWEST JOINT, is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. . The first dimension is. the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second. in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints atME 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I ;a 81.5 engineer. 1114 MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply R9445345 MILLER -T • T2 CAL HIP 2 2 (optional) I KUJAN I fiUJD, UMLANU l.A y0Z103 y.cv r an r a vim♦ ♦ cvvc ,vn , cn ,nuua♦nca, i w. vw. w v.+. �......+ �...... , ..y...- ,NOTES 10) Fill all nail holes where hanger is in contact with lumber. 11) Special hanger(s) or connection(s) required to support concentrated load(s) 520.01b down and 526.21b up at 23-11-9, and 520.01b down and 526.21b up at 7-7-11 on top chord. Design for unspecified connection(s) is delegated to the building designer. 12) Special hanger(s) or connection(s) required starting at 8-0-0 from the left end to 24-0-0 to connect truss(es) ??? (1 ply 2 X 4 DF) to front face of bottom chord. Design of unspecified connections is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase 1.25, Plate Increase =1.25 Uniform Loads (plf) i Vert: 1-3=-60.0, 3-4=-60.0, 3-15=-20.0, 15-17=-145.6, 7-17=-20.0, 7-8=-60.0, 7-10=-60.0, 2-9=-38.8 Concentrated Loads - 0b) Vert: 3=-520.0 17=-520.0 t A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouallty Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION. Failure to Follow Could Cause Property Damage or•Personal Injury 'Center plate on joint unless. dimensions indicate otherwise. . Dimensions are in inches. Apply. . l . Provide copies of this truss design to the -plates to both'sides of truss and � building designer; .erectiorr.supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each t TOP CHORDS other. $ C2 C3 , 15 3. Place plates on each face of truss at each 4 0 joint and embed. fully. Avoid knots and wane 3 0 5 at joint locations. U Ax4. U U Unless otherwise. noted, locate chord splices O at 14 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. C8 C7 Cb10. BOTTOM CHORDS plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration. and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO'RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted: continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints atMi we 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I 1114 4 $1 R engineer. M i Te k® Ild-N.-IN 171�� 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTekO Holdings, Inc. Job Truss Truss Type Qty Ply DEFL in floc) I/deft PLATES GRIP TCLL 20.0 R9445346 MILLER -T T3 CAL HIP 6 1 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.52 (optional) I HUJAN I HUJJ, UMLANU l,A DDDDJ y.cvr an, 5 vct 11 cvvc rvn, ca nwuau,ca, u,v. — .,w, — va.+ — -- , V. -1-3-0_1 7-7-1 e-t1—j 13.2-3 1 18-M 1 23.11-9 24,)9 _ 31-11.10 X3.2-101 13-0 - .7-7.1 0-56 5.1.12 57-3 5.2.3 0-5-0 7-7.1 1-3-0 Scale = 1:58.5 4x9 \\ 1x4 11 6.00 12 3 15 5 5x5 3x8 — 8 6 167 3x6 G 14 13 12 11 onv 1x4 11 3x8 = 5x5 - 3x4 = 7-7-1 7-7-1 13-2-3 57-3 57-3 57-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.14 12-13 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.28 12-13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.09 9 n/a BCDL 8.0 Code UBC97/ANS195_ (Matrix) list LC LL Min I/deft = 360 Weight: 139 Ib LUMBER TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD . 2 X 4 DF No.1 &Btr-G WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 2=1296/0-3-8, 9=1299/0-3-8. Max Horz 2=-55(load case 3) Max Uplift 2=-321(load case 5), 9=-326(load case 5) BRACING TOP CHORD Sheathed or 3-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-2221, 3-4=-11, 3-15=-2531, 5-15=-2539, 5-6=-2535, 6-16=-1939, 7-16=-1939,7-8=-17,7-9=-2236,9-10=33 BOT CHORD 2-14=1892, 13-14=1890, 12-13=2542, 11-12=2542, 9-11 =1908 WEBS 3-14=144, 3-13=784, 5-13=-367, 6-13=-9, 6-12=77, 6-11 =-723, 7-11 =539 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 9. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEIS) Standard A WARNING -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer – not truss designer. Bracing shown is for lateral support of individual web members only. Additional' temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouallty Standard, DSB- rM 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719 MiTek Industries, Inc. gOFESS/p 017180 EXP. 06/30105 f C1V1� �P OFCA07@'% June 20,2003 Symbols Numbering System ® General Safety Notes PLATE LOCATION.AND ORIENTATION"-`.-'-'. Failure to Follow Could Cause Property Damage or Personal Injury •Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies ofthis truss design to the plates'to both•sides of truss and. building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each 1. 1 TOP CHORDS other. �$ g C2 C3 . J5 3. Place plates on each,face of truss at each c, joint and embed fully. Avoid knots and wane 3 0at joint locations. L U �y U Uat 4. Unless otherwise noted, locate chord splices O CL '/<panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge Jl J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE, shown indicate minimum plating requirements. The first dimension is the width 4 9. Lumber shall be of the species and size, and 4 x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel y CONNECTORILATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING. SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints atM1 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur.U441a , engineer. Mi Te k® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTekO Holdings, Inc. Job Truss Truss Type Qty Ply DEFL in (loc) I/defl PLATES GRIP TCLL R9445347 MILLER -T T4 KINGPOST 6 1 4-6 >999 M1120 220/195 TCDL 10.0 Lumber Increase (optional) I r1VJAN I KU,J, Vf1LANU t A ZIDDDJ I -1-4-0 --- 9.0-0 1.4-0 8-0-0 011 y.cv i an r a vci r r cvvc rvn rcn nwuau,co, uw. , n wr, 8-0.0 4x6 = 3 17-40 1-4-0 Scale = 1:34.2 3x5 = Jxa - 1x4 11 B-0-0 8-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) -0.07 4-6 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.14 4-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 4 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 55 Ib LUMBER TOP CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD 2 X 4 DF No. 1&Btr-G WEBS 2 X 4 OF Std -G REACTIONS '(Ib/size) 2=686/0-3-8, 4=686/0-3-8 Max Horz 2=-48(load case 3) Max Uplift 2=-186(load case 5), 4=-186(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-879, 3-4=-879, 4-5=35 BOT CHORD 2-6=698, 4-6=698 . WEBS 3-6=189 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719 MiTek Industries, Inc. �p�ESS/p\ C17180 rr * EXP. 06/3011,05 CIM �P OFIC June 20,2003 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION':. ' Failure to -Follow Could Cause Property Damage or Personal Injury 1 3/4' 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor; property securely seat. owner and all other interested parties.. . J2 J3 J4 2. Cut members to bear tightly against each. „ TOP CHORDS other. gIN C2 C3 J5 3. Place plates on each face of truss at each co joint and embed fully. Avoid knots and wane 3 O 3 at joint locations. O U �5 U U 4. Unless otherwise noted, locate chord splices at '/4 panel length (± 6" from adjacent joint.) ' For 4 x 2 orientation, locate C8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 9. Lumber shall be of the species and size, and 4 x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints atMa 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I 1114 �5 413 engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply 8-0-0 11-611 160.0 R9445348 MILLER -T T5 HOWE 1 1 3.6-11 4-5-5 LOADING (optional) I KUJAN I tiUJJ, UHLANU t A J0703 ort Y.4v r on r a vci r r —1 wu, .-- ... ar,00, ,— , „ ..,n, -- --- ---- • -a- 4-5.5 8.0.0 11-611 16-0-0 17.4-0 4.5-5 3.6-11 3611 4-5-5 14-0 Scale = 1:34.2 r 4x4 - 4 4x5 = — - 4xa - 2x4 II 3x8 - 2x4 II Iq 0 LUMBER TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD 2 X 6 DF No.2-G WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 2 =1385/0-3-8, 6 =1385/0-3-8 Max Horz 2=111(load case 4) Max Uplift 2=-340(load case 5), 6=-372(load case 5) BRACING TOP CHORD Sheathed or 4-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED, LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (Ib) - First Load Case Only TOP CHORD 1-2=39, 2-3=-2433, 3-4=-2078, 4-5=-2078, 5-6=-2433, 6-7=39 BOT CHORD 2-10=2117, 9-10=2117, 8-9=2117, 6-8=2117 WEBS 3-10=118, 4-9=555, 5-8=118, 3-9=-351, 5-9=-351 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 1040.21b down and 1052.61b up at 8-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 2-6=-38.9, 1-4=-60.0, 4-7=-60.0 Concentrated Loads (lb) Vert: 4=-1040.2 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, w153719 MiTek Industries, Inc. ,5�pFESS/\ C 17180 "P EXP. 06/30/05 *• e1VIL �P OFCAU@F V� June 20,2003 4.5.5 8-0-0 11-611 160.0 4-5-5 3.6.11 3.6-11 4-5-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) -0.05 9 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.09 9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.03 6 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 83 Ib LUMBER TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD 2 X 6 DF No.2-G WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 2 =1385/0-3-8, 6 =1385/0-3-8 Max Horz 2=111(load case 4) Max Uplift 2=-340(load case 5), 6=-372(load case 5) BRACING TOP CHORD Sheathed or 4-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED, LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (Ib) - First Load Case Only TOP CHORD 1-2=39, 2-3=-2433, 3-4=-2078, 4-5=-2078, 5-6=-2433, 6-7=39 BOT CHORD 2-10=2117, 9-10=2117, 8-9=2117, 6-8=2117 WEBS 3-10=118, 4-9=555, 5-8=118, 3-9=-351, 5-9=-351 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 1040.21b down and 1052.61b up at 8-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 2-6=-38.9, 1-4=-60.0, 4-7=-60.0 Concentrated Loads (lb) Vert: 4=-1040.2 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, w153719 MiTek Industries, Inc. ,5�pFESS/\ C 17180 "P EXP. 06/30/05 *• e1VIL �P OFCAU@F V� June 20,2003 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury . � '4' plate on joint unless dimensions indicate otherwise. dimensions Dimensions are in, inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. 8 C2 C3 J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and.wone 3 0 �3 3 at joint locations. O U �y= " U 4. Unless otherwise noted, locate chord splices O at'/< anel length + 6" from adjacent joint. P 9 (- 1 joint.) * For 4 x 2 orientation, locate Ce BOTTOM CHORDS ce O 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and . connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the-responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size, and 4 x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. H4411MI engineer. Mi Te k® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTekO Holdings, Inc. a 1 � ' VerticalTechnol ogY er Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 7ec h Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@sbcglobal.net Structural C alculations RECEIVED NOV 1 4 2003 w�n Yi n�Wf wEAb' Client: Tamera Miller► A M...,,,,A A r �Y--- Iam—VOLWV w". — p 1%104L NOV 1 9 2003 Project: Miller Residence UNHART PETERSEN POWERS ASSHclAM Location: 2988 Butterfly Lane, Chico, CA 95973 Vd 3 Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. ,;N VERTECH ENGINEERING PROJECT: 3/10/03 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 1) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE it OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" CONCRETE WITHOUT SOIL OR WEATHER EXPOS REARS AND LARGER 2" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. sN VERTECH ENGINEERING PROJECT: 3/10/03 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE 1, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR T-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B•) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2"X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I•) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 3/4 LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23-11-B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) 'BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" VERTECH ENGINEERING PROJECT: 3/10/03 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48' LONG WITH (12)16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14' IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16' OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT M ► I I ei` ENGINEER AS VERTECH ENGINEERING DESIGN OF Cae.►nerca� Lo Yoo�P DL LL 20 Ps f wca11 DL 15ps-F I ©or OL 5Ps �dSw'� L MASS 20 foo IF PAGE DATE O3 comp �'W�r,9 2. S �y • 2•s ce.il��c� .S SL W/o sola, .a! I - ( I, t (.1 • 4%/z cI- ) ( I s p s f') --o G� I1bo ►b 3S, (D-4I-Ik C �2C�OfA-2)(1.05(1s�)--� 21,100lb P �Spsj'). --4:- ►�2°iS Ih 0 Is p s C ) + 1 Sp s f) --d- -20. q C) 31 b ec), A-5(olb W 1997 UBC Wind Loads VerTech Engineering (UBC CHIS DN III) Project: Miller Residence Date: 3/10/2003 Comments: Wind Speed: 75 mph Importance: 1 On Horizontal Protected Area -6.3 Exposure: g -7.3 Elements and Components not in areas of discontinuity ❑ One Story or Partially Enclosed Multi-StoryStructure Wall Elements Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7.2 7.8 8.3 Leeward Wall -4.5 -4.8 -5.2 Roof Slope <7:12 -11.7 -12.6 ` Leeward or Flat Roof -6.3 -6.8 -7.3 Windward Roof Slope <2:12 -15.2 Slope <2:12 -6.3 -6.8 -7.3 2.12 to <9.12 -8.1 2.7 -8.7 2.9 -9.4 3.1 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge -6.3 -6.8 -7.3 Method R -25.2 -27.1 >7:12 to 12:12 -14.3 On Vertical Projected Area. Structure <= 40' High 11.7 12.6 13.5 Q71Glu1C -40 High 12.6 13.6 14.6 On Horizontal Protected Area -6.3 -6.8 -7.3 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5. Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16.7 Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13 5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7.12 to 12.12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12 -15.2 -16.5 -17.7 2.12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Comers -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 -24.0 2.12 to 7.12 -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 1997 UBC Static Seismic Forces VerTech Engineering Project: Miller Residence Date: Comments: Units: Zone = 3 VEQ = (CvI`W)/(RM _ Soil type = Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54- Seismic Coefficient Table 16-R hn = 20 (HEIGHT TO ROOF) Ct = [=.020 FOR ALL OTHERS I v I TA = Ct(hn)" Max TB = 1.4`TA 15.6 VEQ = (CvI`W)/(RM 3.8 15.6 Ft = 0.07`T`V (If T<.7, Ft=O) T = 0.189, 0.189 EQ: CvIIRT = 0.5191 0.5195 V/W: VEQ = 49.4 49 V: Ft = 0.00 ��■� -77q-71- 2.5* a I/R 15.6 0.0396 0.1636 3.8 15.6 3/10/2003 Kips & Feet (UNO) ��■� •� vv� � � v • : vim' PROJECT VERTECH ENGINEERIN ENGINEER _� :�_ G DESIGN OF 1-%'ne� Lavou 4- Z_ PAGE 7 T DATE 3 O PROJECT l� i I Icc VERTECH ENGINEERING PAGE 8 ENGINEER _ DATE Z Lo DESIGN OF LO,}ec GSI Loocj Develd P A , — 2 9- 3/4 , 9 ' 1► .1 �- p s 2 �30(o 16 6 - Ca�i� �'�C ► ►.-� Psi') -� 'aIC) 16 o,rz - CI �4 $'�C 3,5Ps I C 24 3/4 • aj ') I I ��-: s �') --4 2(oO(o Ib P C II�9j' �(.1II Sip 10306. P 20-4g 16 P 2 , ► - ('2b I I . T 2c) 4IeD 16 . P P �, c �-7� ►6 PROJECT Mi�11� VERTECH ENGINEERING PAGE C) A1 ENGINEER T DATE 03 DESIGN OF Lc, -gip,) Loc�cl CJevlte10 rcvn + SeaFcw,� .L --�' 3 ► �-� ► 6 csJN v. TO�}- W02� ► t�,l Ca ST2 ESS . 24132 Cod 00 - 1.4 1.4 _ 1.4 1,4 Z 2 2 C.400163S--- 16 1.4 2 8°1UO 1 b 31 -4o) 16 1,4 PROJECT M ►1 I C VERTECH ENGINEERING PAGE ENGINEER _ A DATE C7 DESIGN OF c7O-c)owLe n z (10 -400110Y, -v asc)18 `b 1,4 Z 1 3I --+g16 �.4 qC2 2 ► -CJ-2 -40 X01 16 s 4 PROJECT VERTECH ENGINEERING PAGE 1 ENGINEER f-\ DATE �- DESIGN OF Lcx4rX a j S uhnw�ar Lo4ex-o 1 Trak, -, i,, -I _ sea c vm ; C 16 con enc (16) A, R la(03 A , 1 2(0(0 (,14(.9. 9-SCo 81q C. I c o, R 190(o3 ISOl s 103Q '2) 20-+01 Z , 2c). 4b ( 50-2 '3► -4c) S 3°) 2*2 _ sea c vm ; C 16 con 31 -I-Cf S l ��) ?D 9-SCo w 53 5 vv ISOl s -259g (STgl) S '3► -4c) S P= 2- 20 1,601 (49 bo) s 90 r (151,(pool ) —p .2( P = 2 - 20 (.2 � ) --j "a, 3 —o d 32, P}- • � ► 2) ► 2 c! ..r1o► i 1 s . @� 1-O (� �t �I-� SP1 i �. Shear Wall Design VerTech Engineering Project: Miller Residence Location: Program Date: 3/11/03 Units (UNO): lbs, in Panel Thickness 3/8 • 3X Sill 3.17 3.73 Panel Orientation Short Dimenslon Across Studs • 1.98 NG 1.52 Nail Type 8d • 0.99 NG 0.76 Anchor Bold Diam. 1/2 • Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 • Fnd Sill Plate Grade Dr -L • AB in 2X Sill 620 . AB in 3X Sill 730 Split Anchorage Index # Nail Nail Length . Diam Embed Cd NDSValue Reduced Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 .2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 9 A34 450 Shear Wall Design 365 Edge Nail Alowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B Fastener Cond A Cond B 6 260 2 7.1 0 8 20.8 0 4, Note 1 380 2 4 4.9 0 8 14.2 0 3, Note 1 490 2 3.8 0 8 11.0 0 2, Note 1 640 2 2.9 0 8 8.4 0 44, Note 1 760 4 3.6 Note 2 8 7.1 Note 2 33, Note 1 980 4 2.8 Note 2 9 4.5 Note 2 22, Note 1 1280 4 2.1 Note 2 9 3.4 Note 2 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing AB Spacing (ft) 2X Sill 3X Sill 3.17 3.73 1.09 2.56 0.84 1.98 NG 1.52 NG 1.28 NG 0.99 NG 0.76 12- 13 VerTech Engineering Project: Nj ; Engineer. _ AT Desiqn of : Shear Walls Framinn Page: Date: 4/03 - - --- - --- - Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail Wall(lbs) U L2 211 Ib/ftin A R 3179 23.75 23.75 -23.75 1 134 1 6" A,2 5077 16.25 16.25 16.25 312 4" B 819 7.25 7.25 7.25 113 6" C 819 5.25 5.25 5.25 156 6" D,R 3179 21 21 21 151 6" D,1 5077 17.5 17.5 17.5 290 4" 1 1030 16 16 16 64 6" 2,R 3179 20 20 20 159 6" 2,1 5777 20 20 20 289 4" 3, R 3179 17.5 17.5 17.5 182 6" 3,1 4980 20 20 20 249 6" m VerTech Engineering Project: M i l Icr Page: Engineer: AS Date: 4 03 Design of : Shear Walls Stability Overturning Overall Resistive Gravi Length Length Load Wall ft Lft� I OT OT Ri-ghtin-q Net Height Moment Moment M/D 8 400 9 19035-05 11250 -145 e 6i6� aamaM.1 m m Design of: Shear Walls Stability Segment Segment OT R:Ightincl Net Length Height MMT MMT M/D Wall (ft) M MUM rw_ik% SIM% 4819 3200 485m ya9 aaae� mem aa��� �rav �y Map 0 ,tea ed� �� Alpv 6\ , - 4170, oM RooF r I(O Y coq I } y M ap 1 �- 5�de AI2v' 2.Np � VO �`a tiOY' el co�t2 ,� +���►-�2a12003 GROU N 0 r PROJECT_ 1`� 1► I VERTECH ENGINEERING PAGE ENGiNEER AT DATE O DESIGN OF G_ro,\/ Jj (be I H ca d -c_ -r l Zrl 5.i Or^y L = (p Tr 16 = 4-3/4 No M = 84Co t -i6 v =41b EZ = I `c x 106 Ib 4 �c co ID F:k'2 w/ GT L = Co vyT = 2500 Ib DL LQ E]HI V = 2_4..°1 G 1 b c� xiODFi I g3 - H M = - (ob �_4 -16 _ ►024- E T EZ_ ',fix 10( .16 -int 4 OF tl-2 Trn b PROJECT / ' 1 1 I I {- ENGINEER AT DESIGN OF Gf-ON/� 11 U 131 O .-., .. 1:31 1 -- ` .ISPs: ps VER•TECH ENGINEERING / O oe-ayv% S Por do Gir: de,' L. = 13 EZ: 180 X 10 16 -,n2- +,x ,n2 +x 1O0FtlI PAGE DATE 3 O POY ch R. -Re r L. V = 2.12 16 r,2 %/2 2 lou 1.6 V 212116 '/2 x 91/4- P S L .Is • t SPS � ►SY..�'40Ps� 3sss# PROJECT ENGINEER AT DESIGN OF G�av; VERTECH ENGINEERING PAGE -2-2 DATE O Cbea�s� e312 - 1st Floes Z -' So'• s -I- opt-. -r" b = ► (�" �'t oUr M= 2 I C)7T -P4- -16 El= I34xi0"P Ib_„n2. 91/2. T.! I Ar -o ISO @! :O 917D O�m. I_ _ +3/4 -f r; b = 1(0" -I l wy- M = S4q J��-Ib V EZ = 1 �- x 10`� I b-• n 2 2x(,o KC ' O.G. GIs - ooh' o; rn M = 2Gt1 P* -Ib V = 14)2 Ib QF- tt2 L - Co Tr -b = Tr b = I co" -, I ooc- M16 V = 2-1416 ES= S x 1 1'0 tb-int 2 xCo DFm2 e/ \U" o, G, PROJECT_. ENGINEER Al DESIGN OF GrGv 4 ,E, I Co - VERTECH ENGINEERING PAGE 2 DATE 3/0 S S ('orch Floor- Gcrdfc- 24 Beam Sizer Design Program VerTech Engineering Project: Miller Residence Date: 3/11/2003 Location: B1 ❑ Valley Beam Slope of roof 3:12 Select Beam Width 3.5 in Dead Load 19sf Round Member Live Load 20 psf DFL #2 Dlmenslonal Horiz. Member TULL Defl. Criteria (U) 240 360 Fb 1348 psi Length of Beam 6 ft Fv' 95 psi Width tributary to beam: 4.75 ft Unbraced Length 2 ft Height Required 3.8 in CD 1.00 CF CM 1.50 A Req'd 9 in^2 1.00 Cv, Ct 1.00 S Req'd 8 in"3 1.00 Cfu Cf 1.00 1 Req'd 11 In^4 1.00 Cr CH 1.00 Controlling Design Bending 1.00 Cc 1.00 CL 1.00 Fbe= 48323 le= 4.1 RB= 3.8 Fb*= 1350 Total Uniform Load 188 pif Mmax 846 ft -Ib Vmax 564 Ib ❑ Shear at d from face? EI Req'd 18 *10^6 #-in"2 COMPANY PROJECT Woodworks® SO"WMI FOR WOOD DUMAr Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 1336 Total Start End Start End Load? RoofL Dead Partial Area 19.00(17.25)* 2.00 6.00 No RoofL Live Partial Area 20.00(17.25)* 2.00 6.00 No PL DL Dead Point 1218 2.00 No PL LL Live Point 1282 2.00 No RoofL Dead Partial Area 19.00 (3.00)* 0.00 2.00 No RoofL *Tri h,, Live f- � � , fl. .141. IPartial Area 20.00 (3.00)* 1 0.00 2.00 INO MAXIMUM REACTIONS 25 0. Dead 1381 Value O Live 1415 Shear 1336 Total 2796 5 1367 Bearing: fb - 774 2704 1.0 fb/Fb' - 0.57 Live Defl'n Length <L/999 0.20 - L/360 1.0 Timber -soft, D.Fir-L, No. 1, 6x10" Self Weight of 12.41 pff automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE Nns_iae-y- r e..a I - Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv @d m 77 Fv' 5 fv Fv' - 0.91 Bending(+) fb - 774 Fb' - 1350 fb/Fb' - 0.57 Live Defl'n 0.03 - <L/999 0.20 - L/360 0.13 Total Defl'n 0.06 - <L/999 0.40 - L/180 0.16 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 2 Fcp'= 625 1.00 1.00 _ E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 5333 lbs -ft Shear : LC# 2 = D+L, V = 2796, V@d - 2693 lbs Deflection: LC# 2 = D+L EI= 628.73e06 lb-in2 Total Deflection - 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L -live S -snow W -wind I -impact C -construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 26n Beam Sizer Design Program VerTech Engineering Project: Miller Residence Location: B3 Date: 3/11/2003 [I Valley Beam Slope of roof Dead Load 3 :12 Select Beam Width 3.5 in 19 psf ❑ Round Member Live Load 20 psf DF -L #2 Dimensional �. Q Horiz. Member TULL Defl. Criteria (l../) 240 360 Fb' Length of Beam 3 ft Fv' 1168 psi Width tributary to beam: 17,25 ft 95 psi Unbraced Length 2 ft Height Required 4.6 in CD CM 1.00 CF 1.30 A Req'd16 in ^2 Ct 1.00 CV 1.00 S Req'd 8 In Cf Cf 1.00 Cfu 1.00 1 Req'd 5 in^4 1.00 Cr 1.00 Controlling Design Shear CH 1.00 Cc 1.00 CL 1.00 Fbe= 37579 le= 4.1 RB= 4.3 Fb'= 1170 Total Uniform Load 683 plf Mmax 768 ft -Ib Vmax 1024 Ib ❑ Shear at d from face? EI Req'd 8 '10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Miller Residence Date: 3/11/2003 Location: B4 Slope of roof Dead Load 0 :12 Live Load 1.5 in TULL Defl. Criteria (U) Length of Beam ❑ Round Member Width tributary to beam: Unbraced Length ❑ Hortz. Member CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 5867 le= RB= 10.9 Fb"= Total Uniform Load 30 in^3 Mmax 1 Req'd Vmax 1.00 EI Req'd Bending 2-7 ❑ Valley Beam 0 :12 Select Beam Width 1.5 in 15 psf ❑ Round Member 40 psf DFL #2 Dimensional w ❑ Hortz. Member 240 360 Fb' 892 psi 15.5 ft FV 95 psi 1.33 ft 1 ft Height Required 10.9 in 1.00 A Req'd 9 in^2 1.00 S Req'd 30 in^3 1.00 1 Req'd 77 in^4 1.00 Controlling Design Bending 1.00 2.1 900 73 plf 2197 ft -Ib 567 Ib ❑ Shear at d from face? 134 "10^6 #-In^2 2-7 Beam Sizer Design Program VerTech Engineering Project: Miller Residence Date: Location: B5 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct, 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 34516 R8= 4.5 Total Uniform Load Mmax Vmax EI Req'd 3/11/2003 ra�hdp—m ❑ Valley Beam 3 :12 Select Beam Width 3.5 in 16 psf ❑ Round Member 20 psf DFL #2 Dimensional � � ❑ Horiz. Member 240 360 MY 1168 psi 6 ft FV 95 psi 8.75 ft 2 ft Height Required 5.0 In 1.30 A Req'd 15 in^2 1.00 S Req'd 15 in^3 1.00 1 Req'd 19 in^4 1.00 Controlling Design Bending 1.00 le= 4.1 Fb*= 1170 319 pif 1437 ft -Ib 958 Ib ❑ Shear at d from faoe? 31 *10"6 #-in^2 ra�hdp—m Beam Sizer Design Program VerTech Engineering Project: Miller Residence Location: B6 Date: 3/11/2003 ❑ Valley Beam Slope of roof 3 :12 Select Beam Width 3.5 in Dead Load 16 psf ❑ Round Member Live Load 20 psf DFL #2 Dimensional J Member ❑ TULL Defl. Criteria (0 240 360 Fb 107Horiz 1077 psi Length of Beam 13.5 ft Fv' 95 psi Width tributary to beam: 5 ft Unbraced Length 2 ft Height Required 8.9 in CID 1.00 CF CM 1.20 A Req'd19 19 in " 2 1.00 Cv Ct 1.00 S Req'd in^3 1.00 Cfu Cf 1.00 1 Req'd 126 in^4 1.00 Cr CH 1.00 Controlling Design Bending 1.00 Cc 1.00 CL 1.00 Fbe= . 19486 le= 4.1 RB= 6.0 Fb'= 1080 Total Uniform Load 182 pif Mmax 4157 ft -Ib Vmax 1232 Ib ❑ Shear at d from face? EI Req'd 202 •10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Miller Residence Date: 3/11/2003 Location: B7 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 25554 RB= 5.2 Total Uniform Load Mmax Vmax EI Req'd 30 ❑ Valley Beam 0 :12 Select Beam Width 3.5 In 335sf P El Round Member 420 psf OFL #2 Dimensional ' � Q Horiz. Member 240 360 Fb' 988 psi 6 ft Fv' 95 psi 1ft 1.33 ft Height Required 10.2 in 1.10 A Req'd 36 InA2 1.00 S Req'd 41 in"3 1.00 1 Req'd 46 in"4 1.00 Controlling Design Shear 1.00 le= 2.7 Fb*= 990 755 pif 3598 ft -Ib 2265 Ib ❑ Shear at d from facet 73 *10"6 #-in^2 30 31 Beam Sizer Design Program VerTech Engineering Project: Miller Residence Date: 3/11/2003 Location: B8 [I Valley Beam Slope of roof 3 :12 Select Beam Width 3.5 in Dead Load 16sf Round Member Live Load 20 psf DFL #2 Dimensional ❑ Horiz. Member TULL DO. Criteria (U) 240 360 Fb' 1077 psi Length of Beam 13 ft FV 95 psi Width tributary to beam: 5 ft Unbraced Length 2 ft Height Required 8.6 in CD 1.00 CF 1.20 A Req'd 19 in^2 Cm 1.00 CV 1.00 S Req'd 43 in"3 Ct 1.00 Cfu 1.00 1 Req'd 113 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 20237 le= 4.1 RB= 5.9 Fb*= 1080 Total Uniform Load 182 plf Mmax 3855 ft -Ib Vmax 1186 Ib ❑ Shear at d from face? EI Req'd 180 *10^6 #-In"2 Beam Sizer Design Program VerTech Engineering Project: Miller Residence Date: 3/11/2003 Location: 139 ❑ Valley Beam Slope of roof 3 :12 Select Beam Width 1.5 in Dead Load 8 psf ❑ Round Member Live Load 20 psf DP -L #2 !Dlmenslonal ❑ Hor1z. Member TULL Defl. Criteria (L) 240 360 Fb' 1344 psi Length of Beam 7.5 ft Fv' 95 psi Width tributary to beam: 2 ft Unbraced Length 1 ft Height Required 3.9 in CD 1.00 CF 1.50 A Req'd 3 in^2 CM 1.00 Cv 1.00 S Req'd 4 In"3 Ct 1.00 Cfu 1.00 1 Req'd 7 in"4 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 16247 le= 2.1 RB= 6.6 Fb*= 1350 Total Uniform Load 56 plf Mmax 397 ft -Ib Vmax 212 Ib ❑ Shear at d from face? EI Req'd 12 *10^6 #-in^2 33 Beam Sizer Design Program VerTech Engineering Project: Miller Residence Date: 3/11/2003 Location: B10 - El Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 15 psf ❑ Round Member Live Load 40 psf - ❑ Horiz. Member TULL Defl. Criteria (1.1) 240 360 Fb' 2894 psi Length of Beam 5 ft Fv' 290 psi Width tributary to beam: 15.5 ft Unbraced Length 1.33 ft Height Required 4.5 in CD 1.00 CF 1.00 A Req'd 11 in"2 CM 1.00 Cv 1.00 S Req'd 11 in^3 Ct 1.00 Cfu 1.00 1 Req'd 24 in^4 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 72920 le= 2.7 RB= 3.5 Fb"= 2900 Total Uniform Load 853 pif Mmax 2664 ft -Ib Vmax 2131 Ib ❑ Shear at d from face? EI Req'd 52.10^6 #-in^2 r 34 COMPANY PROJECT. WoodWorks® S0Prw"F F0A WOOD 0ECwK' Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location (ft) Pattern Shear 1004 Total Start End Start End Load? DL1 Dead Partial Area 15. (8.00)* -6707 5.00 No DL2 Dead Partial Area 15.00(15.50)* 5.00 9.50 No LL1 Live Partial Area 40.00 (8.00)* 0.00 5.00 No LL2 ♦T riY....•�-.. Live t Jam.. IPartial Area 40.00(15.50)* 5.00 9.50 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : u Dead 738 value Desi n Live 1840 Shear 1004 Total 2578 61517- 2550 Bearing: M = 7323 3555 1.0 M/Mr - 0.59 Live Defl'n Length L/627 0.32 - L/360 1.4 PSL, 2.OE, 290OFb, 3-112x9-1/4" Self Weight of 10.12 plf automatically included in loads; Load combinations: ICBO-UBC; SECTION.vs. DESIGN CODE Nos.4207- r u,e rr,:_ff ,,. in Criterion Anal sis value Desi n Value Analysis/Design Shear V @d = 2857 Vr - 61517- V Vr - 0.46 Bending(+) M = 7323 Mr - 12416 M/Mr - 0.59 Live Defl'n 0.18 = L/627 0.32 - L/360 0.57 Total Defl'n 0.29 = L/393 0.63 - L/180 0.46 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2900 1.00 1.00 1.00 1.000 1.03 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 2 Fcp'= 750 1.00 1.00 _ E' = 2.0 million 1.00 1.00 2 Bending(+): LC# 2 - D+L, M - 7323 lbs -ft Shear : LC# 2 - D+L, V - 3507, V@d - 2857 lbs Deflection: LC#.2 = D+L EI= 461.68e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I -impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. -f- 3S Beam Sizer Design Program VerTech Engineering Project: Miller.Residence Location: B12 Date: 3/11/2003 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 1.5 In Dead Load 15 sf end Member Load 40Psf DFL uonal Q Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 892 psi Length of Beam 15.5 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 10.9 in CD 1.00 CF 1.00 A Req'd 9 in^2 CM 1.00 Cv 1.00 S Req'd 30 in^3 Ct 1.00 Cfu 1.00 1 Req'd 77 In^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 Fbe= 5867 le= 2.1 RB= 10.9 Fb•= 900 Total Uniform Load 73 plf Mmax 2197 ft -lb Vmax 567 Ib ❑ Shear at d from face? EI Req'd 134 '10"6 #-in"2 3 Co Beam Sizer Design Program VerTech Engineering Project: Miller Residence Date: 3/11/2003 Location: B13 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 15sf psf El Round Member Live Load 40 P Dimensional � I [D Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1164 psi Length of Beam 7.75 ft . Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 4.8 in CD 1.00 CF 1.30 A Req'd 4 in^2 CM 1.00 Cv 1.00 S Req'd 6 In^3 Ct 1.00 Cfu 1.00 1 Req'd 10 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 13406 le= 2.1 RB= 7.2 Fb"= 1170 Total Uniform Load 73 plf Mmax 549 ft -Ib Vmax 283 Ib ❑ Shear at d from face? EI Req'd 17 •10"6 #4n"2 3q Beam q Beam Sizer Design Program VerTech Engineering Project: Miller Residence Location: B14 Date: 3/11/2003 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 15sf 0 Round Member Live Load 40 sf P DF -L #2 Dimensional Q Horfz. Member TULL Defl. Criteria (U) 240 360 Fb' 1169 psi Length of Beam 7 ft FV 95 psi Width tributary to beam: 7.75 ft Unbraced Length 1 ft Height Required 6.8 in CD 1.00 CF 1.30 A Req'd 24 in^2 CM 1.00 CV 1.00 S Req'd 27 in^3 Ct 1.00 Cfu 1.00 1 Req'd 41 in^4 Cf . 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 51228 le= 2.1 RB= 3.7 Fb"= 1170 Total Uniform Load 426 plf Mmax 2611 ft -Ib Vmax 1492 Ib ❑ Shear at d from face? EI Req'd 72 '10^6 #-In"2 Beam Sizer Design Program VerTech Engineering Project: Miller Residence Date: 3/11/2003 Location: B15 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 13854 RB= 7.1 Total Uniform Load Mmax Vmax EI Req'd ❑ valley Beam 0 :12 Select Beam Width 1.5 in 15 psf ❑ Round Member 40 psf DF -L #2 Dimensional V ❑ Hortz. Member 240 360 Fb' 1165 psi 7.5 ft Fv' 95 psi 1.33 ft 1 ft Height Required 4.6 in 1.30 A Req'd 4 in"2 1.00 S Req'd 5 in^3 1.00 1 Req'd 9 in"4 1.00 Controlling Design Bending 1.00 le= 2.1 Fb"= 1170 73 plf 514 ft -Ib 274 Ib ❑ Shear at d from face? 15 "10"6 #-in^2 39 Beam Sizer Design Program VerTech Engineering Project: Miller Residence Date: 3/11/2003 Location: B16 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 15 sf 15 psf EIRound Member Live Load p DFL #2 Dimensional Q Hoft Member TULL Defl. Criteria (U) 240 360 Fb' 988 psi Length of Beam 13 ft Fv' 95 psi Width tributary to beam: 5 ft Unbraced Length 1.33 ft Height Required 11.0 in Co 1.00 CF CM 1.10 A Req'd 28 In^2 1.00 Cv Ct 1.00 S Req'd 71 in^3 1.00 Cfu 1.00 1 Req'd 170 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 23740 le= 2.7 RB= 5.4 Fb'= 990 Total Uniform Load 275 pif Mmax 5809 ft -ib Vmax 1788 Ib ❑ Shear at d from face? EI Req'd 297'10^6#-in^2 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 c Fc E d 1000 1600000 3.5 Stability Reduction le (ft) Cp Fc' (psi) 5 0.83', 829 6 0.73 733 7 0.63 625 8 0.52 523 9 0.44 436 10 0.37 366 11 0.31 310 12 0.26 265 13 0.23 228 14 0.20 199 15 0.17 174 16 0.15 154 17 0.14 137 18 0.12 123 19 ,. 0.11 110 20 0.10 100 21 0.09 91 22 0.08 83 23 0.08 76 24 0.07 70 25 0.06 64 26 0.06 60 27 0.06 55 28 0.05 52 29 0.05 48 30 0.04 45 KCE c 0.3 0.8 Column Capacity fibs) 4X4 4X6 4X8 4X10 4X12 10156 15960 21763 27567 33370 8975 14104 19232 24361 29490 7656 12031 16406 20781 25156 6409 10072 13734 17396 21059 5347 8402 11458 14513 17569 4484 7047 9609 12171 14734 3794 5961 8129 10297 12465 3241 5092 6944 8796 10648 2795 4392 5988 7585 9182 2432 3821 5211 6600 7990 2133 3352 4571 5790 7009 1885 2963 4040 5117 6195 1678 2636 3595 4553. 5512 1502 2360 3218 4077 4935 1352 2125 2897 3670 4443 1223 1922 2622 3321 4020 1112 1748 2383 3018 3654 1015 1595 2175 2755 3335 930 1462 1993 2525 3057 856 1344 1833 2322 2811 789 1241 1692 2143 2594 731 1148 1566 1983 2401 678 1066 1453 1841 2228 631 992 1352 1713 2074 589 925 1262 1598 1935 551 865 1180 1494 1809 0 k Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 : 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19.. 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22- 0.20 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 .8130 9842 26 0.14, 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109- 3308 4511 5714 6917 41 A-2 Project: M i I ler Engineer: A_ Design of: Floor Framing Floor Loads DL= 10 psf LL= 40 nsf Floor plywood: VerTech Engineering Page: Date: 3 Q 3/4" TBG APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Joists: Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6 UNO. III FA IVA MMWJ VerTech Engineering Project: + ' 1 � � � � Page: Engineer: Date: Design of: Roof Framing Roof Loads DL= 16 psf LL= 20 psf Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 20 psf T.C. Dead Load = 8 psf B.C. Dead Load = 8 psf Total Load = 36 psf Rafters:' Live Load = 20 psf Dead Load = 16 psf Total Load = 36 psf Typical Headers (uno) Use 4X8 DF#2, use (2) trimmers min. of all openings larger than 4'-0". =-A Project: /V� l I It( - Engineer: /.kms' Design of: Foundations VerTech Engineering Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. ontinuous footings: (fc' = 2500 psi) Width Thickness Can (olf) Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap, Connnector Label Size Thickness Ea Wav Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 11-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 314" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 41-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Page: Date: Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. N November 19, 2003 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Address: Dear Mr. Vieria: Miller SFD 2988 Butterfly Lane County of Butte- FINAL CHECK Jurisdiction Appl. No.: 03-1913 LP2A Job No. 203015-043 Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents: 1. Plans: Two (2) revised copies of plan sheets T-1through E-3 (15 sheets) title sheet dated revised November 12, 2003 by Tamara Bowcutt, P.E. 2. Structural Calculations: Two (2) copies dated June 27, 2003 by Vertical Technology Engineering. 3. Title 24 Energy Compliance Documentation: Two (2) copies dated June 22, 2003 by Energy Soft. 4. Truss Calculations: Two (2) copies dated June 20, 2003 by Trojan Truss. These documents were reviewed only for their conformance to the 2001 California Building, Plumbing, Mechanical, and Electrical Codes. - We • have no further plan review comments. Therefore, we are recommending approval of the above noted items with the following conditions: • All plan sheets must be signed by the responsible party. The above documents now bearing the "LP2A Plan Review Approval" stamp on all'appropriate sheets are enclosed. Please let us know if you have any questions. Thank you. Sincerely, LINHART PETERSEN POWERS ASSOCIATES Ro er Pete Uv� Aon,.� RePete Engineer Pla miner rs f:Abutte county 015\butte county 2003\203015-043-pc2.doc .tiir�t"'t:,'+i;i•`,;;"si;; '� Enclosures cc: Applicant 12 LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 • Toll Free (877) 235-0653 i M (0-C -(: - PLYAAjs Mkjs T 13C- .sI GO 'E' o Q Y- oFor<- T� G II.G 14 II.. II II I GENERAL NOTES AN Mitt, landingi. I. ALL EXTERIOR HEADERS SHALL BE 4x12 D.F. $2 U.O.N. 2. INSTALL STREET ADDRESS NUMBERS OF SUFFICIENT SIZE AND CONTRASTING MATERIAL TO BE READILY VISIBLE FROM THE STREET, 3. ALL WINDOWS SHALL BE DUAL GLAZED 4. AN INSULATION CERTIFICATION FORM CF -6R 15 REQUIRED TO BE POSTED AT THE RESIDENCE PRIOR TO THE 156UANCE OF A CERTIFICATE OF OCCUPANCY. ell -411 ' -1i" 5' - C ' _011 2'-311 r I _ Oil I _ o'I 5. ALL EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED. 6. ALL JOINTS AND PENETRATIONS IN EXTERIOR WALL5,FLOOR, AND CEILINGS SHALL BE CAULKED AND SEALED 7. SHOWER HEADS AND FAUCETS SHALL DE CERTIFIED BY C.P.0 A®� 4 y $. ALL HVAC EQUIPMENT SHALL BE CERTIFIED BY THE C.E.C. q. !-1a GAS APPLIANCES SHALL HAVE INTERMITTENT IGNITION DEVICE. 10. INSULATE ALL DUCTWORK IN UNCONDITIONED SPACE, R®4.2 MINIMUM 12' X ' It. DUCTS SHALL BE CONSTRUCTED, INSTALLED, AND INSULATED PER G.M.C. CA xxxots 12. ALL HOT WATER LINES WITHIN W -O" OF WATER HEATER (IN UNCONDITIONED &PACE) SHALL BE INSULATED WITH R-4 INSULATION. 12�. EXTERIOR WINDOWS AND DOORS WITH GLAZING SHALL HAVE A PERMANENT NERC LEVELS ATTACHED, U -VALUES OF DOORS OR WINDOWS SHALL. MEET THE TITLE 24 CALCULATIONS. 14. TITLE 24 INSTALLATION CERTIFICATION FORM CF -6R SHALL BE POSTED AT THE RESIDENCE PRIOR TO THE 165UANCE OF A CERTIFICATE OF OCCUPANCY. TH15 IS IN ADDITION TO THE INSULATION CERTIFICATE, 15, PROVIDE FLASHING AT ALL EXTERIOR OPENINGS EXPOSED TO WEATHER. lh. ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPFNABLE AREA OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 24 INCHES, THE MINIMUM NET CLEAR OPENABLE WIDTHDIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE PROVIDED AS A HF -ANS OF ESCAPE OR RESCUE. THEY -SHALL HAVE A FINISHED SILL HEIGHT Aquastar t Exterfor, NOT,'MORF THAN 44 INCHES ABOVE THE FLOOR. T �+ -N-01 0 - Il. PROVIDE A SMOOTH HARD -NON ABSOPBANT SURFACE OVER MOISTURE RESISTANT T UNDERLAYMENT TO,HEIGHT OF 10 INCHES ABOVE.TH,E DRAIN INLET FOR SHOWER ,3 �C ,3 X _ AND TUB SURROUNDS.:: , I .: 1 . _ 25 � _ I 2 _ ,� 1 _ U' 14 Z la. PRO,VIDE.SHOWER AND TUB/SHOWER WITH' INDIVIDUAL CONTROL. VALVES OF THE a x -: , t - PR-SSURE'BAL:ANC E OR THE THERM05TATIC MIXING VALVE TYPE, CPC SECTION 420.0. . 19.. PROVIDE PRESSURE -ABSORBING DEVICES (AIRPauo CHAMBERS OR APPROVED Concrete 1 :. .. ,, .. ,. 4 • :r, fEG R SUPPLIES WITH QUICK ACTING RHAN CAL DEVs G) aN ALL BUIL®!NG WAT VE u; 20.,',V5 NT PIPING,.THE TOTAL AGGREGATE CR055 SECTIONAL O AREA VENT � F THE EN y r - 11 1-�ALL I , S BE NOT SS H LE THAN THE INSTALLED BUILDING SEWER I O s _ G LINE. r R �-: 3 DRA N 1 : _ LIN� 7.a i _ _ 12 .5'1 INCHES. INcwE AND FO2 A 4"DRAIN LINE 3C 2!. HEATING, VENTILATION,PLUMBING, AIR CONDITIONING EQUIP MENT AND OTHERSERViCE FACILITIES SHALL BE LOCATED OR DESIGNED TO PREVENT WATER) ' 68.625 :,68W5 -FAMILY ROOM DAMAG E [1E I 22. PROVIDE 2x4 # 2 �} PCO E DF , STUDS AT 16 O.C. AT;INTERIOR:WALLS U.O.N. AND 2x6 DE�.2 STUDS L .� 11 _.._..: _,.. AT, 6 O C, AT EXTERIOR WA , Site Built Masonr g I E F LLS, TYP. U.O N. ; {_ 4 `� J co Fireplace (must be EPA _ „ z3...>R�vI�E �/� INCH Gr�BOARD ON WALLS AND SOFFIT OF. THE E�cLO�ED USABLE Ctlfl d Phase 11) .SPACE UNDER THE STAIRS CBC 1003.3,3.9. � r 24,PROVIDE. A SMOOTH METAL DUCT FOR THE DRYER EXHAUST WHICH EXTENDS A® OUITSIDE°THE BAGK.DRAFT DAMPER, CMC 504 AND 905. - aa F I 3'- 'f! -10 l l 51-011 — II I0it t ® 71 1 I I ! 11 t , h Ed TV cel .. ..._� „..`�..:'.✓ BEDROOM #4 12'- 10011 T� p i�N _ `IV CALIFORNIA 15 2r � Merlor Door, Solid Wood t Date- June 12 2003 16 3100 Interfor Door, Solid Wood 4 -pawl' Z'40 I r l 4®p4 I t 1st Floor 1; Fold 5CAL.E: 1/4"=V-0•• Saly F Sheet-, A 2160 Pock ,- Solid 11lood ® 4 pand A-2 GENERAL I ALL EXTERIOR HEADERS SHALL BE 4x12 DF #2 U ON 2. INSTALL STREET ADDRESS NUMBERS OF SUFFICIENT 51,2E AND CONTRA5TING MATERIAL TO BE READILY VISIBLE FROM THE STREET. 3. ALL WINDOWS SHALL BE DUAL GLAZED 4. AN INSULATION CERTIFICATION FORM CF -6R 15 REQUIRED TO BE POSTED AT THE RESIDENCE PRIOR TO THE 156UANCE OF A CERTIFICATE OF OCCUPANCY. 5. ALL EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-5TRIPPED. 6. ALL JOINTS AND PENETRATIONS IN EXTERIOR WALLS,FLOOR, AND CEILINGS SHALL BE CAULKED AND STALED 1. SHOWER HEADS AND FAUCETS SHALL BE CERTIFIED BY C.P.0 S. ALL HVAC EQUIPMENT SHALL BE CERTIFIED BY THE C.E.C. 9. ALL GAS APPLIANCES SHALL HAVE INTERMITTENT IGNITION DEVICE. 10. INSULATE ALL DUCTWORK IN UNCONDITIONED SPACE, P-4.2 MINIMUM IL DUCTS SHALL. BE CONSTRUCTED, INSTALLED, AND INSULATED PER C.M.C. 12. ALL HOT WATER LINES WITHIN 51-0" OF WATER HEATER (IN UNCONDITIONED SPACE) SHALL BE INSULATED WITH R-4 INSULATION. 13, EXTERIOR WINDOWS AND DOORS WITH GLAZING SHALL HAVE A PERMANENT NFRC LEVELS ATTACHED, U-VALUE5 OF DOORS OR WINDOWS SHALL MEET nd I _ 1 THE TITLE 24 CALCULATIONS. 14. TITLE 24 INSTALLATION CERTIFICATION FORM CF -6R SHALL BE POSTED i{ i AT THE RESIDENCE PRIOR TO THE 15SUANCE OF A CERTIFICATE OF OCCUPANCY, THIS 15 IN ADDITION TO THE INSULATION CERTIFICATE. 15. PROVIDE FLASHING AT ALL EXTERIOR OPENINGS EXPOSED TO WEATHER 16. ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR i OPENABLE AREA OF 5.1 SQUARE FEET. THE MINIMUM NET CLEAR OPENABLE It HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE PROVIDED A5 A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT n NOT MORE THAN 44 INCHES ABOVE THE FLOOR. 11. PROVIDE A SMOOTH HARD NON A55ORBANT SURFACE OVER M015TURE RES15TANT UNDERLAYMENT TO A HEIGHT OF 10 INCHES ABOVE THE DRAIN INLET FOR SHOWER AND TUB SURROUND5. , 16. PROVIDE SHOWER AND TUB/SHOWER WITH INDIVIDUAL CONTROL VALVES OF THE: ° PRE55URE'BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE, CPC SECTION 420.0. 1g. PROVIDE PRE55URE-AB50RBING DEVICES (AIR CHAMBERS OR APPROVED MECHANICAL DEVICES) ON ALL BUILDING WATER SUPPLIES WITH QUICK ACTING VALVES. CJ 20. VENT PIPING= THE TOTAL AGGREGATE CRO55-SECTIONAL. AREA OF THE VENT SHALL BE NOT LESS THAN THE INSTALLED BUILDING 5EWER LINE. FOR A 3" DRAIN LINE -1.01 50. INCHES AND FOR A 4" DRAIN LINE -12.51 INCHES. 21. ELECTRICAL, HEATING, VENTILATION, PLUMBING, AIR CONDITIONING (EQUIPMENT AND OTHER SERVICE FACILITIES SHALL BE LOCATED OR DESIGNED TO PREVENT WATER DAMAGE. -i Cyi 22. PROVIDE 2x4 OF# 2 STUDS AT 16" O.C. AT INTERIOR WALLS U.O.N. AND 2xro DF# 2 STUDS 00 AT 16" O.C. AT EXTERIOR WALLS, TYP. U.O.N. - n : i Q E 2`-11 15/10E° 21-2 1 f fro" Signature 4I I✓a ��,-rY-i 4i-0" 61-011 2'-1011 3'-811 31_011 31-01E 31-611 61-01E 4'-0" Design: Date. June •. i nd I _ 1 Floor i{ i n ®mem 03 0 nCO 00 0 n Design: Date. June •. i nd I _ 1 Floor i{ i 60 ROADWAY EA` SENT LL ELECTRIC METER IAIN LINK FENCE Date: Revieion ii/i2/o3 Plan c f ie c lk p� � 4 y % Cd LO ®Cd 00 0 0 e0 C • . co 0 00 .o 04 Date: Revieion ii/i2/o3 Plan c f ie c lk