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HomeMy WebLinkAbout058-580-024058-580-024 PERMIT#96-2297 (lqg� ALMQUEST, Eric 1,,113 \% <<I Mu4D�n�, , Orovi le Cont: Advanced Energy Const. New Pri Det Garage ,11t {ih f i1', 058-580-024 02-0803 ALMQUIST, TRIC ORO NSI7 (POE FIRE) 058-580-024 03-28 ALMQUIST, ERIC 6987 BUNKER HILL RD, OROVILLE Cont: ANDERSON MECH EVAPORATE COOLER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NC. (Rev. 12/96) APPLICATION AND PERMIT 03-2890 ASSESSOR PARCEL NUMBER 058-580-024 ZONING BUILDING PERMIT OWNER TELEPHONE 0 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 9511 MJNnTT)GE WAY. GTRANGEVAT.E., 17.4 9662 CONTRACTOR'S NAME AMER030N MECHANICAL TELEPHONE CONTRACTORS MAILING ADDRESS (MmIlLu, CA CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: EVAPORATE COOLER Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home lsG W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AOR. V OR 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. J� 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 OCCUP. OR ( 3.5QF0 CONST. Muircou�TLS. ET NON.RESID. @7.50 PSO INGLE APPARATus b SOUTLET S Ex. Occup. OUTLET OR FIXTURES B20 @ 1:00 Ex. Occup. OflxuTLEEDrsA Aa ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 2 5.00 Hood 6.50 Ventilation PERMIT FEE $ 45.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date ®� Sign of plicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5' and demolition or construction of structures over 3 stories in h 'ght. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 45.00 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for hich fees have By PERMIT EPI ON the applicable provisions Resolutions to do work been paid. Date , Date Receipt No. s WHITE-D.D.S.-B. -A SO PI K-INSPE TO GOL N -APPLICANT M COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P RMIT NC. (Rev. 12/96) Mobile Home Installation Fee APPLICATIONAND PERMIT Energy Inspection Fee ASSESSORPARC.0 BE? I D_ ll a CONST. TYPE TOTAL FEE $ ZONING BUILDING PERMIT HAZ p, FEES IMP FLO077 PARCEL I PD I HD OWNERI \ Qj �/ _ MTa l � d' SQ. FT. OCC. BUILDING VALUATION OW ER G ADD SR � n 1 CONTRACTOR' NAME TELEPHONE A CONTRACTORS MAILING ADDRESS . 1 ✓ ti CONSTRUCTION LENDER Fireplace ' LENDER'S MAILING ADDRESS $ Total Valuation ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee' $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ SUaDINGADDRESS ) „z) / \ Energy Plan Checking Fee $ 0- v PERMIT FEE S LOT NO. SUBONISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat um water heater 23.00 ❑ Duplex ❑ Mobilehome ❑ Other Water piping 15.00 SPECIFY Each gas water heater or vent 15.00 TYPE OF ORK Gas piping system 1 - 5 outlets 15.00 i New ❑ Addition �rnodel ❑ U6frties nstallation ❑ er ❑ Building sewer 15.00 Mobile Home IS G 1 20.00 ! Describe Work: PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 j "*.' Main Service on IEss 23.00 Main Service 200A TO IGOOA 46.00 j NEW CONST. DWELLQJG OCCUP. SO 3.5¢". OR ADDNS. 8 ACC. BUDS. PERMIT FEE PAID NEW NON R6ID. MULTFOUTLUI POWER APPARATUS @7.50 I 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FOnUR.00 Es BAL 20 @ I.w OR Ex. Occup. DunETs P61D) EA. 5.00 SRA$ Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 SHERIFF OTHER S AMOUNT RECEIVED $ DATE RECEIVED RECEIPT #- 3 � s Cq qU/ PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 ` Heating —Cooling Hood L 6.50 Ventilation This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Date PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ �'` CONST. TYPE TOTAL FEE $ HAZ p, FEES IMP FLO077 PARCEL I PD I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • OrovAle, CaUfornia 95965 • Telephone (530) 538-7541 NO• (Rev.iz_ APPLICATION AND PERMIT1& _,_ —a"� ASSESSORP1,RC LNUMBER 058-5$0-024 ZONING FRILO BUILDING PERMIT OWNER Almquist, Eric 916 TELEPHONE 988-5285 SO. FT. OCC. BUILDING VALUATION 2116 R 117P504.00 OWNER'S MAILING ADDRESS 9513 Flintrid e Way Oran eyale CA 95662 584 0 4 088.00 CONTRACTOR'S NAME TELEPHONE 440 C 5,720.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace X2 3,000.00 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $479-19 ,BUILDING ADDRESS Oro 1 1 Energy Plan Checking Fee $ Y VJ( ` e$ PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling ee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap JnJ7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 1 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation O Other ❑ Describe Work: NSF (Poe Fire) Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 150.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service pp, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To i000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BLDs. 3.50x; NpNEREOSIDT. MULTI.OUTLET @7.50 POWER APPARATUS a SINGLE ourLET cIR. @ I'50 EX. Occup. OUTLET OR FIXTURES BALAL @ .50 Ex. Occu . OFlxOri AEs ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 96.16 WORKERS' COMPENSATION DECLARATION rI reby affirm under penalty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' -compensation provisions of section 3700 of the Labor Code, I shall forth comply with those provisions. Date �a 7� -- Signa of Appli ant - Owner 11Contractor ❑ Age t An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 5.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46 QQ occ CONST. TYPE TAL FEE $ HAZ. D. I O• CDF PARC Po HD SUE This permit is y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work ind' abover which fees have been paid. /' - r D I k to PERMIT EXPIRES ON 6 ®� p fe Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE-DEPARTMOT dF DEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 ` PERMIT APPLICATION DATA SHEET OWNER: ��ra- v ( ASSESSOR PARCEL NUMBER 5�+ �or� Proposed Building Use: �. Counter Technician: -tT- Date: r Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. f. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. TIff. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie doyn or A foundation plans, all in duplicate. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicoe. (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 t7. ng items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ees as shown on the attached Schedule of Fees Due Sheet.............�k.t4.tatement of Intent for Non -heated and A/C Buildings...................................anitation and plot plan approval from the Environmental Health Department in v' Cl of Chico Plumbing permit .................................. City g ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: Qa ❑ K. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: H 1 . Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23,ontractor's license information. (Number, Name Style, Classification) ...................... P227orker's Compensation Carrier and Policy Number ..............:.............................. wner-Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... tter of Signature authorization.................................................................... corded copy of Agricultural Acknowledgment Statement .................................... anufactured home utility cleat'ance.............................................................� O 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 and hold for pickup. I have been informed a above items and requirements for obtaining a building permit. V. Applicant: 1. Index permit application for the above items numbered: 1 lan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of ffie above data by ❑ phone, ❑ mail, ❑ coun , by , Date: Plans reviewed by: Date: 0 L Plans approved by: L_ Date: 0• Structural reviewed by: Date: DZ Structural approved by: Date: 3/ 0 Z Note transfer by: Date: Yellow: Building Division ��: �'"; Y TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.M. USE ONLY 'EfoII 94an Aetechod Flooa Elmn A s!t Son%to B.D. I Owner Location AP# Plan Approved for: Sewage Disposal Water Sup PVdA ic Private We!X Clearance for dwelling. Other _�� Su": Private Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF !DEVELOPMENT SERVICES - BUILDING DIVISION b 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 . OWNER. /� ° rK 0,0 ( SCHEDULE OF FEES PROPOSED BUILDING USE `� J 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ...................................... a...... $ --Additional Fees Due ............................................ $ -Revised Plan Checking Fee ................................. $II V_ 2. SCHOOL DISTRICT FEES (paid at District Office) A.P. # P5y- ED - DATE RECEIPT # DATE REC. '� - ,;)- ,� SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $'�— Units Commercial (sq. ft.) ...................... x $0.03 = $ ay. u. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq.. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) PT 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 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. APPLICANTDA" TE � `l ® � 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 - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) "lev 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538.7541 W;_ 110 APP'i.ICA'fION AND PERMIT J - NUMBERcillo — =G �/ BUILDINGPERMIT V SO. FT. OCC BUILDING VALVATIOtk LOT NO I SUBDNISIONS NAME I PARCEL MAP I 2—S'SO USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other C Describe Work: a e— SNo i-0 i__aA t, z. ) S em To `2_ZC10 r-Lerc>D = X) a6(70C, S rz,)A " PEP AI'T FEE PAID SRA • SHOUFF Oi'NE,R AMOVNT RECEM0 1 . t "RACUP'T NUMOM 159040t��T_ C(0 Receipt No. WHITE -D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROT:-APPLICANT Fireplace D( ,e Total Valuation Filing Fee $ Permit Fee $ Plan Checking Fee $ Energy Plan Checking Fee $ $ PERMIT FEE $ PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent I Gas piping system 1 - 5 outlets Building sewer Mobile Home I S I G I W I M I. Filing Feel 20 G-..Oy,� 7.00j W 23.001 _ 15.00 15.001 1 5.001CD 15.00' @20.00; PERMIT FEE I S ._... Ow lu ADD Ifs' I PERMIT I C CONNTTRA`✓CYTO ME aoov oLE 2o0A ORR lESssS ) I 0— , 23.00 TELEP ONE COWPACTCRS MAILING ADDRESS I 46.00. NEW CONST. OR ADONS. COr6 TRUCTrON LENDER — 3.50.1 %9j 4 LEr.DEH S MAILING ADDRESS ARCHITECT OR ENGINEER PERMIT FEE UCENSE NO. ARCHITECT OR ENGINEERS MAILING ADDRESS Filing Fee 1 20 GC Heatino eu10 r c ao<o�. _/0j__n"_tV r9:� 1 /jg& LOT NO I SUBDNISIONS NAME I PARCEL MAP I 2—S'SO USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other C Describe Work: a e— SNo i-0 i__aA t, z. ) S em To `2_ZC10 r-Lerc>D = X) a6(70C, S rz,)A " PEP AI'T FEE PAID SRA • SHOUFF Oi'NE,R AMOVNT RECEM0 1 . t "RACUP'T NUMOM 159040t��T_ C(0 Receipt No. WHITE -D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROT:-APPLICANT Fireplace D( ,e Total Valuation Filing Fee $ Permit Fee $ Plan Checking Fee $ Energy Plan Checking Fee $ $ PERMIT FEE $ PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent I Gas piping system 1 - 5 outlets Building sewer Mobile Home I S I G I W I M I. Filing Feel 20 G-..Oy,� 7.00j W 23.001 _ 15.00 15.001 1 5.001CD 15.00' @20.00; L.00ung I Hood 6.50 Ventilation I _ PERMIT FEE I Mobile Home Installation Fee $ Energy Inspection Fee $ . T O'*, , CONST, /�YTO AL FEE IrPITAF PAVEL This permit is here y issued under the applicable provisions of the Butte County Code and/or Resolutions to do wore indicated above for which fees have been a.id. /fn12� By Date PERMIT EXPIRES ON _ — in. ro r PERMIT FEE I S ._... ELECTRICAL PERMIT I I Filing Fee' 20.00 Main Service ( aoov oLE 2o0A ORR lESssS ) I 0— , 23.00 Main Service 200A To I000A I 46.00. NEW CONST. OR ADONS. DWELLING OCCUP.SO A ACO Pini 4453 — 3.50.1 %9j 4 L.00ung I Hood 6.50 Ventilation I _ PERMIT FEE I Mobile Home Installation Fee $ Energy Inspection Fee $ . T O'*, , CONST, /�YTO AL FEE IrPITAF PAVEL This permit is here y issued under the applicable provisions of the Butte County Code and/or Resolutions to do wore indicated above for which fees have been a.id. /fn12� By Date PERMIT EXPIRES ON _ — in. ro r (POWERGLE APPARATUS 8 SINOUTLET ._... Ex. Occup. ( OUTLET OR FOCTURES Ex. Occup. ( oyrLEEDTS (RRE�SID.) EA % I I 5.001 Temporary Service l 23.00 MobileHomeHome Facilities 20.00; _ Misc. Wiring I j 23.00: II• PERMIT FEE _ MECHANICAL PERMIT Filing Fee 1 20 GC Heatino 1 /jg& L.00ung I Hood 6.50 Ventilation I _ PERMIT FEE I Mobile Home Installation Fee $ Energy Inspection Fee $ . T O'*, , CONST, /�YTO AL FEE IrPITAF PAVEL This permit is here y issued under the applicable provisions of the Butte County Code and/or Resolutions to do wore indicated above for which fees have been a.id. /fn12� By Date PERMIT EXPIRES ON _ — in. ro r 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. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YESA NO O 2. I HAVE .15,� HAVE NOT E3 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: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHOrE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: DATE: 7 �- NOTE. This Owner -Builder Verification is required by Section 198.31 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 OWNER BUILDER INFORMATION . 11, 1 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 parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally perforating 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 5300 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 aboutyour 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. I+Mzcr%tuild$ing ira, C.B.O. Inspection NOTE: This Owner -Builder Info rmaIion is required by Secdon 198.10 ojdre Calijornla Health and Safimy Code- OVER oda OVER 1 _ I BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ,,/ Ott, I- �/�p� Building Department No. A.P. Number'v©�Y-Jurisdiction: City County Property Owner Property Location/Address Subdivision I Residential Development qac/ No of Living Mobile Home Units Installation i ?rci�.l `dustrial - ,. / 1 New Addition Lot No. Ila -boo ........._........................................................................................................ Sq. Footage I Addition/ 'Supplemental to (Group R) Conversion Permit # € '(No foundation inspection): Sq. Footage (Floor Plans reviewed by School District Personnel) (Including Exterior Roofed Areas) -4: ' Date District Identification No. 020,141 U I Q • School District certifies that ' (Applicant) (Street Address)-� (Phone Number) cl-nv-1 lie 9!�6?10s' has complied with the requirements of Resolution No. representing , 11tt square feet. School District Representative Paid by Check # Remarks: %(State)(Zip Code) 106— !Q 0 by payment of $ AB 2926 $ FULL MIT ATION $ �•.,�• Date N Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school districtl feeform.xls (10/98)dmm AND WHEN RECORDED -MAIL TO: BUTTE COUNTY BUILDING DIVISION I COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 31 -May -2002 2002-0028210 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date �/3' lzo y PROPERTY OWNERS: State of California �/- County of ,Ei.c(ifiLC- On Z?G 3 3l z -d 67-L- before me, PT Pow A. Ploy u(99(D r:13 /'7 �/ personally appeared fz.� / C 3. J� tJ�7�It/d I7' personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESSm hand and official seal. r RUDY A. RINDLISBACH Rg Signature Seal: COMM. # 1311041 NOTARY PUBLIC-CAUFORMA� BUTTE COUNTY C COMM. EXP. JULY 26. 2005 " a,. P. # C1 S�� - -4//p ,l t t ORDER'NO. BU -154094-3 DESCRIPTION A.'.i. THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL It :. THE NORTH HALF OF THE SOUTHEAST QUARTER AND THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP ;1 NORTH, RANGE 4 EAST, M.D.B. & M. Sl •; YARCEL Iii THE RIGHT, SUBJECT TO TERMINATION TO CONSTRUCT, RECONSTRUCT, MAINTAIN AND USE A ROAD, TOGETHER WITH THE RIGHT„OF GRADING SAID STRIP FOR THE FULL WIDTH THEREOF AND TO EXTEND THE CUTS AND FILLS FOR SUCH GRADING, OVER A STRIP OF LAND OF THE UNIFORM WIDTH OF 60 i FEET LYING 39 FEET ON EACH SIDE OF THE CENTERLINE DESCRIBED AS FOLLOWS: I COMMENCING AT THE NORTHEAST CORNER OF SECTION :'12, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE NORTH 89 DEG. 081 52” WEST i ALONG THE NORTH LINE OF THE ITORTHEAST 1/4 OF SAID SECTION 12, j 1287.67 FEET TO THE NORTHEAST CORNER OF THE WEST 1/2 OF THE NORTHEAST 1/4 OF SECTION 12; THENCE SOUTH 00 DEG. 09' 53" EAST ALONG THE EAST LINE OF SAID WEST 1/2, 1055.31 FEET TO THE CEETERLINE OF AN EXISTING DIRT ROAD AND THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED CENTERLINE; THENCE SOUTH 77 DEG. 220 02" WEST ALONG SAID CENTERLINE, 287.39 FEET; THENCE SOUTH 61 DEG. 451 59" WEST, 115.30 FEET; THENCE SOUTH 48 DEG. 39" 35" WEST, 198.16 FEET; THENCE SOUTH 55 DEG. 221 20" WEST, 347.58 FEET; THENCE SOUTH 45 DEG. 291 38" WEST, 185.65 FEET; THENCE SOUTH 42 DEG. 571 33" WEST, 152.13 FEET; THENCE SOUTH 39 DEG. 401 06" WEST, 225.46 FEET; THENCE SOUTH 32 DEG. 571 02" WEST, 50.00 FEET; THENCE NORTH 82 DEG. 431 45" WEST, 89.44 FEET; THENCE SOUTH 18 DEG. 231;,23" EAST, 103.19 FEET; THENCE SOUTH 76 DEG. 27' 37" EAST, 168.22 FEET; THENCE NORTH 78 DEC. 131 27" EAST, 329.87 FEET; THENCE SOUTH;.54 DEG. 071 13" WEST, 209.89 FEET; THENCE SOUTH 08 DEG. 461 43" WEST, 234.95 FEET; THENCE SOUTH 29 DEG. 50' 22" WEST, 131.28 FEET;]THENCE SOUTH 49 DEG. 331 32" WEST, 199.78 FEE-; THENCE SOUTH 24 DCG. 56' 44" WEST, 27.94 FEET TO A POINT ON THE SOUTH LINE OF SAID NORTHEAST 1/4 OF SECTION 12 AND THE END OF THIS DESCRIPTION. THE SIDELINES OF SAID CENTERLINE SHALL BE LENGTHENED OR SHORTENED SO AS TO INTERSECT SAID EAST LINE OF SAID WEST 1/2 AND SAID SOUTH LINE OF SAID NORTHEAST 1/4. CONTINUED PMq£+-4 ,,. ORDER N0. BU -154094-3 PARCEL IIt CONTINUED THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE NORTH LINE OF SAID NORTHEAST 1/4 TAKEN AS NORTH 89 DEG. 081 52"WEST AS SHOWN ON THAT CERTAIN RECORD OF SURVEY, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 33 OF MAPS, AT PAGE(S) 58. SUBJECT TO THE RIGHT OF TERMINATION 7.3 SET FORTHiIH THE EASEMENT RECORDED APRIL 27, 1992, UNDER BUTTE COUNTY RRCORDER'S SERIAL NO. 92-17972. January 13, 2003 Mr. Eric Almquist 9513 Flintridge Way Orangevale, CA 95662 Re: Building Inspection Question Hole Penetration Through Glulam Beam New House at Bunker Hill Mine Rd Butte County, Ca Dear W. Almquist At your request . have reviewed the question asked by your building inspector for the above ;project He requested clarification and justification for accepting the 2 Y " diameteCo le drilled within 12" from the bearing wall for the 3'h" x 9'/2" Willamette ;glularn;bearr below:the second floor bath room. Since Willamette's general apecifications do riot allow that size hole located that close to the bearing, I have r..ecalculatedthe beam with the actual loading conditions to accurately determine the shear value at;that point. My calculations sheet 1 thru 4 show the actual shear reaction at the intenor:.bearing wall to be 790 lbs. This reaction turns out much lower than the origin' a '.06nd4ized calculated reaction, when all the cantilevered loads are considered. Since my calculation shows the actual shear stress, 37.6 psi, is less than 50% of the allowable shear stress of 195 psi, shown in Willamette's specification sheet, the structural capacity of the beam is not jeopardized by the drilled plumbing hole in question. Additional small holes, 1" and less, may also be added to accommodate water and electrical supply lines as long as they are located within the specified areas outlined in the Willamette's general conditions areas. They specify within the middle third_ of depth and within one third of the span distance. Respectfully submitted, Q�OFESS/pN %00004 O A Gates M. Poore P. E No. C 041511 2 Project Engineerexp. -- I �3 ,. .... �j.•cwrV ��Q,......... �nprneered desrglze` yield the best slructureS9jF OF C Al-�FQ� . �'• .:...... ...........:....... ......... ......:.... .................:.....:.. - ®p �I-1 10"P F A4 1A k)a ructorat UT's CO. az� YSeeMSzc2 4rm 9560a Off.. (916) 488-7654 6AY /9061 4B3-Vi;vl ragoteerdng C gegBs' VCT �e..i ,©rte F`.{/ b3 6,44 xz <= 4© -7 5�c*t 10tN3 aF -'D/' cz., -AA. . Cr KoZ �` z 7/? , t?� =8'c It .39 t T 4m 013 vi 10 -zip' Iz (vex-- ) o=L= 710IL em- o26 tura I --r3 u7w C ; Cl-. 82P� c4wvmw*a Ra®m 'e -ms casmi4A 4C4- 9560 Of (918) 488-7l sd �°c de�aaas PAX (9!6) 48.s-9P9i 7` 0 5-Z .7-5J 4 -%V% OF i e2 W ► t-L"MeTr 14 7-wts- STRUCTURAL SYSTEMS 2221 Claremont Road Carmichael, CA 95608 Tel. (916) 488-7654 Fax (916) 483-0171 Title :A l.t✓l- Q !)i S r ��'� ���• ¢< Job # Dsgnr: G� /•LFI Date: 12:14PM, Description : c iNr Fol 44"' Scope Rev: 510300 User: KW -0601009, Ver 5.1.3, 22-Jun1999, Win92Page 1 (e) 19a3.99 ENAULC General Timber Beam c:\ec\almvisl.ecw:Calculations Description Diagonal Cant. Floor Bm General information lbs Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name VersaLam1.75x9.5 Center Span 8.00 ft .....Lu 2.00 It Beam Width 1.750 in Left Cantilever 3.00 It .....Lu 2.00 It Beam Depth 9.500 in Right Cantilever It .....Lu 0.00 ft Member Type lbs lbs Boise Cascade, Versa Lam 2800 Fb Bm Wt. Added to Loads 0.000 ft Fb Base Allow 2,800.0 psi Load Dur. Factor 1.000 Fv Allow 285.0 psi Beam End Fixity Pin -Pin Fc Allow 900.0 psi Wood Density 35.000 pcf E 2,000.0 ksi Trapezoidal Loads #1 DL @ Left 16.60 #/ft LL @ Left 80.00 #/ft Start Loc 0.000 It DL @ Right -5.00 #/ft LL @ Right 106.70 #/ft End Loc 8.000 ft Point Loads Dead Load 362.8 lbs lbs Total Load lbs lbs lbs Dead Load lbs lbs Deflection Live Load 160.0 lbs lbs Deflection lbs lbs lbs -0.115 in lbs lbs 3.297 It ...distance -3.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 It 0.000 ft 0.000 It ...Length/Deft N'Summary 10,712.77 Right Cantilever... 0.42 k Area Required 3.198 in2 1.462 in2 Deflection 0.000 in 0.000 in 285.00 psi Beam Design OK Bearing @ Supports Span= 8.00ft, Left Cant= 3.00ft, Beam Width = 1.750in x Depth = 9.5in, Ends are Pin -Pin Stress CalcS 1.14 k Bearing Length Req'd Max Stress Ratio 0.265 : 1 0.28 k Bending Analysis 0.176 in Maximum Moment -1.6 k -ft Maximum Shear ` 1.5 0.9 k Le 4.118 It Allowable 26.323 in3 Area 6.0 k -ft Allowable Cf 1.000 4.7 k CI Max. Positive Moment 0.37 k -ft at 5.363 ft Shear. @ Left 0.61 k Max. Negative Moment -1.11 k -ft at 0.000 ft @ Right 0.28 k Max @ Left Support -1.59 k -ft Camber: @ Left 0.117 in Max @ Right Support 0.00 k -ft @ Center 0.042 in Max. M allow 5.99 Reactions... @ Right 0.000 in fb 723.29 psi fv 54.83 psi Left DL 0.57 k Max 1.14 k Fb 2,728.59 psi Fv 285.00 psi Right DL -0.11 k Max 0.28 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection 0.028 in -0.009 in Deflection -0.078 in -0.115 in ...Location 3.297 It 5.143 ft ...Length/Defl 919.7 628.0 ...Length/Deft 3,450.4 10,712.77 Right Cantilever... 0.42 k Area Required 3.198 in2 1.462 in2 Deflection 0.000 in 0.000 in 285.00 psi Bearing @ Supports ...Length/Deft 0.0 0.0 Stress CalcS 1.14 k Bearing Length Req'd 0.725 in Max. Right Reaction 0.28 k Bending Analysis 0.176 in Ck 21.675 Le 4.118 It Sxx 26.323 in3 Area 16.625 in2 Cf 1.000 Rb 12.384 CI 0.974 Max Moment Sxx Read Allowable fb @ Center 1.11 k -ft 4.87 in3 2,728.59 psi @ Left Support 1.59 k -ft 6.98 in3 2,728.59 psi @ Right Support 0.00 k -ft 0.00 in3 2,800.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.91 k 0.42 k Area Required 3.198 in2 1.462 in2 Fv: Allowable 285.00 psi 285.00 psi Bearing @ Supports Max. Left Reaction 1.14 k Bearing Length Req'd 0.725 in Max. Right Reaction 0.28 k Bearing Length Req'd 0.176 in STRUCTURAL SYSTEMS 2221 Claremont Road Carmichael, CA 95608 Tel. (916) 488-7654 Fax (916) 483-0171 Title L) U S7' Job # Dsgnr: Date: 12:08PM, Description -: GHect FAA �i- Z��� Scope: /? ��f"`Cas�P fOVT 1a Rev: 510300 User.NW-WO1009,Ver 5.1.3,22-J�1999,Wm32 General Timber Beam (c) 198199 ENERCALC Description Main Carrying Bm Page 1 General Information Span= 12.00ft, Left Cant= 2.00ft, Beam Width = 3.500in K Depth = 9.5in, Ends are Pin -Pin Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name LVL:3.500x9.500 Center Span 12.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever 2.00ft .....Lu 0.00 ft Beam Depth 9.500 in Right Cantilever ft .....Lu 0.00 ft Member Type 52.00 #/ft Douglas Fir, 24F - V8 6.000 ft Bm Wt. Added to Loads #/ft Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 195.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Wood Density 35.000 pcf E 1,800.0 ksi Trapezoidal Loads Span= 12.00ft, Left Cant= 2.00ft, Beam Width = 3.500in K Depth = 9.5in, Ends are Pin -Pin Total Load Left Cantilever... Dead Load ..................................... #1 DL @ Left 10.80 #/ft LL @ Left 52.00 #/ft Start Loc -2.000 ft DL @ Right 10.80 #/ft LL @ Right 52.00 #/ft End Loc 6.000 ft #2 DL @ Left #/ft LL @ Left 126.70 #/ft Start Loc 6.000 ft DL @ Right #/ft LL @ Right 126.70 #/ft End Loc 12.000 ft Point Loads Dead Load -113.0 lbs lbs lbs lbs lbs lbs - lbs Live Load 278.0 lbs lbs lbs lbs lbs lbs lbs ...distance 6.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Beam Design OK Center Span... Span= 12.00ft, Left Cant= 2.00ft, Beam Width = 3.500in K Depth = 9.5in, Ends are Pin -Pin Total Load Left Cantilever... Dead Load Total Load Deflection Max Stress Ratio 0.221 : 1 Deflection -0.001 in 0.063 in ...Location 6.251 It 6.140 ft Maximum Moment 38,752.5 2.3 k -ft Maximum Shear* 1.5 1.2 k Right Cantilever... 1.19 k Allowable 4.734 in2 10.5 k -ft Allowable 0.000 in 6.5 k 195.00 psi Bearing @ Supports Max. Positive Moment 2.33 k -ft at 6.140 ft Shear: @ Left 0.62 k Max. Right Reaction 0.79 k Max. Negative Moment -0.04k-ft at 0.000 ft @ Right 0.79 k Le 0.000 ft Sxx Max @ Left Support -0.14 k -ft Camber: @ Left 0.002 in Max @ Right Support 0.00 k -ft @ Center 0.004 in Max. M allow 10.53 Reactions... @ Right 0.000 in fb 530.65 psi fv 35.74 psi Left DL 0.08 k Max 0.76 k Fb 2,400.00 psi Fv 195.00 psi Right DL 0.01 k Max 0.79 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection 0.003 in -0.128 in Deflection -0.001 in 0.063 in ...Location 6.251 It 6.140 ft ...Length/Defl 38,752.5 761.7 ...Length/Deft 48,610.1 1,123.62 Right Cantilever... 1.19 k Area Required 4.734 in2 6.094 in2 Deflection 0.000 in 0.000 in 195.00 psi Bearing @ Supports ... Length/Defl 0.0 0.0 Stress Calcs 0.76 k Bearing Length Req'd 0.386 in Max. Right Reaction 0.79 k Bending Analysis 0.404 in Ck 22.210 Le 0.000 ft Sxx 52.646 in3 Area 33.250 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 2.33 k -ft 11.64 in3 2,400.00 psi @ Left Support 0.14 k -ft 0.71 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.92 k 1.19 k Area Required 4.734 in2 6.094 in2 Fv: Allowable 195.00 psi 195.00 psi Bearing @ Supports Max. Left Reaction 0.76 k Bearing Length Req'd 0.386 in Max. Right Reaction 0.79 k Bearing Length Req'd 0.404 in Date / v Inspector '' REV JW92 f COUNTY OF BUTTE BUILDING DIVISION _ DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE WNER PERMIT NO. 1 ' A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office'immediately. .4 !^yu/ell c / p—e 9-1 n/�.._Gy LA i Date / v Inspector '' REV JW92 f �'_�`�Ncy'�f-+,,-_i^w'•'"%•�r+Q`..�"•-'Tr�'�., �'LP T. =r- _ �- J i "-` _--__—�'=�'u. OU.N TY OF BUTTE . �:b. .. t DIVISION iBUILDING SERVICES Y. pEpp ME 1 T OF DEVELOPMENT • 530 891-2751 Chico, CA � ;RAMING (Continued) 411 aln treet • ( • 530 538-7541 • Oroville, CA (Cen Post Ca ps-Anchors-Connectors 7 Count r Dr�e st-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. Ties or Type A Flue -Fireplace Throat Clearance R RE,CTI®N NOTICE :ass; Size &Romex Protection- Draft Stop -Ins. Baffles 41. 'ndows or Exiting Doors -Sill Ht. & Dimensions 'ire-RLQtection Framing e A, '1 1/0 /19 %h.A PERMIT NO. ine Firewall & Openings '' riWNER -• r%.A-ance5 exist at the p -One 3' -Check Garage 3rd Story, 2 Exits c:,dth-Headroom- Rise- Run -Landing -Fire Protection met/ of Overhang -Attic Vents -Rafter Outriggers :r, :.• (i ^ ' V J r(�� S ✓sneer rip Screed -Fd. Vents-Underflr. Access Ilass Protection -Skylights -Plastic ailing -Bolts :xterior Wall Panels —fr Q9 s� 2 Z C! s -Ceilings 4 s -Windows ' -- - Date Card B-1 10 Dab - - ly 1/ 66" 1 f ---. Date Card B-1 -- - tans) OK #'s —+< except r & Sidelight Protection -Landings ra :01it A.- —:? t /3 -clearance- Comb. Air-Connector- -y�. —�; p O �3 the Floor -Ducts -Meth. Protection ig —x. t'n 1�3 fixtures & Tub Access -Spa Date bpanel, Breaker Sizes &Labels Date Date ;. / Stove, Clearance -Hearth —"` / +Is at Wood Panel, Int. &Ext. Appliance; Ground -Air Gap -Cooking Clearance — 1 ,n �-� y ��' � D`— P�' `s & Receptacles at Kit. Counter d` ' it Door; Swing -Landing -Closure — _ Garage -Damper ,nts-Clearance=Comb. Air Connector-P.R.V. r�":i° T Above Floor -Mach. Protection Mech. Equip. Listed for Location ;tacles in Garage (F.F.I.)-Romex Protection oam-Looked in Attic -- ------ - - ----- - _ _-7.__ .._- --= — .._.'a}&Deck Construction-Post.Caps - & Crawl Hole Door Drainage & Wood -Earth X. looked under Floor Q Yes .d./Drive ] Yes J No/Walks J Yes J No/Planters ] Yes J No Date .f Date Date ,� ql `.�`'l ,rea:'o':.7arrtlrUrbnwiv;bize'b-Uraae '-"" ' 38. Furnace -Vent Access -Comb. Air. Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s LAe-Sills Proper Materials & Anchors L41/4V IIs Studs -Nailing Spacing & Braces -Plates -Sound 1,427"Bearing Walls over Girders & Floor Nailing k43. Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Electrical- .jRoof, Plbg-Appliance-Fireplace-Clearance to Opening: -pisconnect, Electrical, Plumbing ).Trim, G.F.I. Receptacle -Underground _ ;:.Proughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: N .F/,YC 530 538- V O Job Name: WALKER WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: H9 Drwg: BM X -IDC REACT SIZE REQ 'D TC 2x4 DFL #1 Plating sAec ANSI/TFi - 1995 This truss is designed using the 1 0- 1-12 314 3.50 1.50 BC 2x4 DFL #1 THIS DELI IS THE Q1AFCSTIE RESUE OF UBC -97 Code. 2 7- 9- 0 321 3.50" 1.50" VEB 2x4 DFL SD*ZAM Mira= i.= CASES. B1ck3 Fhclosed = Yes PLAITM BASED CN (FIFA UDEM VA11M. PLATE VALUES PFR ICBD RE'SE*KH REPCIU #1607. TYuss LOCatic%1 = EtYi Zone TC ECRCE AXL EM CSI Association (AFPA) Is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.00 psf Hurricane/(loan Line = NoChtegcry = B 1-2 -380 .00 .09 .09 Hldg 80.00 ft, a� Width = 40.00 ft 2-3 -380 .00 .09 .09 Main roof height = 21.16 ft, nph = 75 UBC Standard 0oapuxy. , Dead Load = 21.0 psf BC ECRCE AXL B`D CSI 4-5 305 .05 .06 .11 5-6 305 .05 .06 .11 VSB ECRM CSI VEB ECRfE CSI 2-5 102 .04 2-3-14 I0-4-3 .00 d.d -6 00 MAX DEFLamasi (span) : 14/999 IN MEM 5-66- (( L= .00" D= -.01" TL_ -.O1' Joint Locations = 1 0- 0- 0 4 0- 0- 0 2 3-11- 6 5 3-11- 6 3 7-10-12 6 7-10-12 1 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. Truss ID: H9 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: • EJ. Job#: J2292 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Chk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibUlty Is assumed for dimensional accuracy. Dimensions are to be verined by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: EC Date: 8/13 /2002 TC Live 16.00 psf TC Dead 11.00 psf BC Live .00 psf BC Dead 10.00 psf DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C. Spacing 2- 0- 0 Design Spec UBC -97 Western Wood ® Fabricators 3700 Riego Road, Elverta, CA 95626 this design meet or excced the loading Imposed by the local building Cade. It Is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached. unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install and brace this truss in accordance with the following standards: TRUSCOM MANUAL', by Truswal,'QUALffY CONTROL STANDARD FORMErAL PLATE CONNECTED WOOD TRUSSES' - (QST -88). 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET" by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrlo Drive. Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.00 psf Seqn T6 . 2 . 6 - 0 bU.NTY OF BUTTE BUILDING DIVISION DEPA MEIT OF DEVELOPMENT SERVICES fCA (530) 891-2751 411 ain treet • Chico, • 530 538-7541 7 Count Cen ( r Drive Oroville, CA _z. C RRECTION NOTICE I k /� PERMIT NO. /�wh1ER L .. ^.A nnces exist at the S Date/e� h Datr Dau Date Date _ Date- - — - - -�� M 1 Y.) Y? L t 10, Date Date r. Date DBte'e REV.1 Date jfiar."Sills Proper Materials & Anchors {yl/tNalls Studs -Nailing Spacing & Braces -Plates -Sound -Stairs-Chasers-Tubs JRAMING (Continued) Post Caps -Anchors -Connectors st-Rftr. Ties -Purlin-Roll Brac.-Truss-Shting.-Rfng. Ties or Type A Flue -Fireplace Throat Clearance ,!ss; Size & Romex Protection -Draft Stop -Ins. Baffles idows or Exiting Doors -Sill HL & Dimensions Ii Ps ttection Framing .ine Firewall & Openings ,3-0ne 3' -Check Garage 3rd Story, 2 Exits Filth -Headroom -Rise -Run -Landing -Fire Protection of Overhang -Attic Vents.Rafter Outriggers /sneer ,rip Screed -Fd. Vents-Underflr. Access Ilass Protection -Skylights -Plastic ailing -Bolts .xterior Wall Panels s -Ceilings s -Windows Date Card B-1 Date Card B-1 lans) OK except H's r & Sidelight Protection -Landings >r -clearance- Comb, Air -Connector - we Floor -Ducts -Meth. Protection fixtures & Tub Access -Spa !Ibpanel, Breaker Sizes & Labels ..'.r Stove, Clearance -Hearth Is at Wood Panel, Int. & Ext. rAppliance; Ground -Air Gap -Cooking Clearance ;s & Receptacles at Kit. Counter i Door; Swing -Landing -Closure ,i Garage -Damper +nts-Clea rance=Comb. Air Connector-P.R.V. %bove Floor -Meth. Protection S Mech. Equip. Listed for Location `Itacles in Garage (F.F.I.)-Romex Protection Dam -looked in Attic ' ti 4 Deck Construction -Post Caps 9 i & Crawl Hole Door Drainage & Wood -Earth looked under Floor O Yes 'W./Drive j Yes J No/Walks J Yes J No/Planters J Yes J N i jn-Finish !;connect. Electrical -Plumbing jRoof, Plbg-Appliance-Fireplace-Clearance to Openings disconnect, Electrical, Plumbing }. Trim, G.F.I. Receptacle -Underground hroughout House 89.Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: . I _---`5•,-._.m.-_�. ,x_te_-X�1.•_1:;. .y. - ,^ »._�=-^. �a_<,-:..;* 20 30 w�1_-vi-------�-O4�P �- ----_ - `; o (TEMP). -.1, DR S.kJ 10 SLGL DR t2" s , 8RG HGR21 BRC HDR 4x6 �+ .• X ',A J 110 POST m a z 7 -to ' o ;s,oc 6/0 P[�' BINTNH C14 3� ROS!' Q MASTER " �/ ' ` FIR P R MFG E PIEC STALL fi' r BEDROOM iN'` , I ro. )de ma�us� secs o„s' 4. r o CARPET r r 2/4 :LIP N ., ', REC. m UL APPROV'D M HCABNET CARPS SMOKE OETECTOR L ,, wl w/ BATTERY /s / o{ 6`• BACKUP ` SD 4'6„1/2” • ,f'9 -y2" -412-1 4x6 POST QI �- �u�� NOTE! i 2/6 °36_ MIGN RAtLI. G PROVIDE (i) LAYERS , zl — OF 5/8' TYPE X ryPSLIm -n C}ARNt jl .NE1Y L �' STAIRS SARD PACE zz of 4x4 POST : 0 6" - i UP HOUR FIRE PROTECIION) S" d, t ,: 2/6 2 � 0 .. I .t 2/ 4 POST -- I I c\v 3'41' 12 G HID F.A.U. 4 N r• 1 BEDROOM .Z BR'G 'HGP\ VT r CARPET Imo, ?�,�'. ;� rte; C I� . I 8R'G_HOR •P/tih re. ha�X,ae- > 6/0 � � a '6-1/2" 3 � s- yr' 2 � <-1/r' •�' 70 ° UTILITY HALF r�,, _ 3 opf4-OHNYL CLASS 1= N 3/o N 2/6 _�' GRYWASH. k. W. m 12" 8RG HDR t NG ,.......,......: :..,. ...: 1 OR m I 6020 SLQR 6x6 POST :.•F, ( 6x6 POST 402 SLQR m E ABOVE I t FLOOR LINE ABOVE r 10'4-1/2' 2 p3" iDUCK ~J/36" HIGH RAILING co DECKi WOOD CL O. N 403 SLDR 4036 SLDR 4036 SLDR 60610 SLGL DR' 6050 SLDR 4 ,5� ,. s., _ 4 5 ,i.L x� - RAILINGIr ---- _ * miI -1 I----- x 0 D.W. co KITCHEN DIKING ROOM W LIVING ROOM Y t'' w CARPET ;> 1 I VINYL a VAULTED �o CARPET z I w I VAULTED F- � CEILING cn VAULTEDgil � sl € > OD �� I I CEILING N CEILING INc�- m R 0'7I �?w ZERO CLEARANCEuj 12' LONG FIREPLACE (INSTALL0 7" 1/2 WALLj/PER MFG SPEC.) P�CEILING RIDGE �17' 0oV1Zt�riarLI �' �� -w 2 1-1/2 9 4-1/2 4 6-1/2 �' S��S �n51e a4-I c. c 0_ r► ak r 11 ' 4" 2 0 4^ } / � DESK _ N _ CL cn M CEILING - Jz N o w BATH LINE ` J``' '-- PANTRY o3 VINYL �� �o �, Lo ,w o co_ _? °x v' 2/6 - c� a a P N r`o m S - N 3 z v 2/4 r� Q x N 7�1.. .0.0.. 2/6 - 1 22X30 4 8.0.. ' 2" N n ( ATTIC I , LA38B 00" UL APPROV'0 So ENTRY �AccEss; SMOKE DETECTORTILE w/ BATTERY I NE EL DN o N BACKUP BIDROOM 3 ;CL �, DECARPET . tn CARPET 6/0 DBL 3/0 ul � I� SIX 1= PANEL 1 0 1 N 6x6 POST I 6050 SLDR L6x6POST ' 6050 SLDR WALK WAY 6' 0" s 0 6 0,•n z FAX NO Jul. 07 2003 09:03AM P2 -An" uuu I mr r-lrpnrarP-ora-r-umare raorr - "��':, •!,i•.. .. 'is��':���.2�1.!.c\•Q.%'f'<dJ'r �}�r,,c• iC'... -Montetey SPO Model No. 11 • • Dimensions Model Number Natural Propane Btulhr Input Rating. Btu/hr Output Rating Thermal Efficiency AFUE % 90 DimensionsTGs H x W x Dction Input At 240V At 208V Type Of of Shipping Weight ..-' f HOME FURNACES.: 115V sw•wr. ;.,;.�w':...• .. T . a I,d ro�..•rsry•=. E- 2509612 1 2509811 25,000 1 19,350 77 71 851/.°x16"x6' 12' Built-in 86 Its, 2509622 2509621 25,000 19;350 77 71 65'/: x 16' x e' 12• Millivolt Wall 86 lbs. 3509612 9611 35.000 25,9311 74 69 851/." X 18" x 6" 1/Z Suitt -In 88 lbs. 3509622 3509821 000s -25.930-' —`74�" — 69 - =P5'la x 16°;X=6. _ —� t l2 Millivolt -Wall-_ 8811:ls. RNACES10W.AI:StDED°,_ • >` _ ;z"' <„?;%:::;5.::. 0-"i. r:......�..; ltr , .,• r, _ 5009612 .5009811 50,000 1 38,500 1 77 1 69 851/.” x 16' X T '112' Buitt•In 137 Ibs. .5009622 5009621 50,000 1 38,500 1 77 1 69 1 651/." x 16' x 6" 112' 1 Millivolt Wall 137 lbs. NCS•*;,.M ., n i ,...., W_ .. 3509922 ' -- 35,000 1 27,400 1 78 1 72 1 67' x 16" x 11'' 12' Millivolt Wall 1115 lbs. -An" uuu I mr r-lrpnrarP-ora-r-umare raorr - "��':, •!,i•.. .. 'is��':���.2�1.!.c\•Q.%'f'<dJ'r �}�r,,c• iC'... ala Wr.— Model No. KW Btu/hr Output Minimum Maximum Dimensions CFM Amps Type of Shipping 25,000 8 35,000 Btulhr Input At 240V At 208V Voftage Voltage H X W X D 115V sw•wr. Control Weight 3144030" 9.2 31,400 23,600 207 253 72'/1 X 14-% x 7' 375 40 24V Wall 60 lbs. — Not available In Canada. Includes lint -free, patented blower system. ACCESSORIES Blower � Complete with ordoff switch for operation. Improves circulation of warm air and reduces temperature , differences in the room. 'i Model 2901, shipping weight 9 tbs."�' Two Blowers may be used on 50,000 Btufhr models. Model 2901 - Deluxe Btoerer Enhanced for increased airgow - 125 CFM, shipping weigh 11 lbs. ContemporaryFinish All models have a light, powder -wet scratch-resistantfinishtn btend.wb any decor. Single and Dual _ Heating Outlets JAWuu11g :wva+r Top View Dual ImUrmw ranamlo 50,000 Stulttr V A910= V •envnnt sw 1 w"r ala Wr.— ./ 1. UARPIrm T — , � vu�rr�aaurro p:rwr T � Top View Single era• g't•11le sy 25,000 8 35,000 Btulhr • wK ' e rs•rxab �. a� awra;n.�" nmrem 8 Ceivb sw•wr. umdm: c T ' Jul and T r:ar>8 r 220 Acacia Street • Colton, CA 92324 • U.S.A. (909) 825-0993 Fax (909) 370-0681 or (909) 82443009 Rear -Outlet Register Chain -operated damper with register Rush on Rat wall, adlusts. amtwM of heat delivered through rear register. Modet 6901 is for use with Monterey models. Order model 6501. for the Electric model. Shipping weight 7 lbs. {l •� Free Standing Kit Allows single -aided furnaces to be surface mounted instead of recessed. Ideal for remodeling in existing masonry wall construction or when studding is. substandard. Modal. 4201,.shipping- weight 24 Ibs. Model 4900 does not include vent cover or rails above furnace, shipping weight 11 Ibs: Fi ee Standiag Kilt. nottor use *!W il!lechk- model Oval Vent Starter Kit Contains starter hold down plate, oval to round adapter and two pieces of oval pipe. Model 9901,shipping welgt:L%Ibs_ Conversion Kits Available Recommended Minimum Clearances Monterey- Models • 4" to intersecting wag • le'ft mtop ofawiaftm to ceiling- =— • Clearance requirements may vary by area IMPORTANT Read owners manual before using. Photographs are repmwftlive only. • Specify propane or www Sol when ordell, . Check local codes one ordleanoea for pemnaed s. use Conwq 1 -::fawn regnuol for clem"ee prior to Instana9on. We reearve the opt to emend product apermealleris 19"t 1101109. • trtapllatlon we Genaiang recommonoed by avaalifled service pagan. Please mad me wwranry for any smne9pns ordisdalrners. CornbWJondrarnber Carries a ten-year Ibnitad warranty. All other \' env sar-e.yasrtmeawananty- • ,Venting must Comply wnh the -venting and Gtlr M Requbemerns' section of installation Memo: t •'1999 vilimams Furnace company ' cancer art u-S.A• All Rights Reserved. 1_1.071 -7199`. oto vc.urde one V, C acyl t tt/t l • it �O,t2. 64- Z lie PIU O be Pte` TITLE 24 REPORT FOR: Almquist Residence Bunker Hill Mine Road Yankee Hill, California OWNER BUILDER: Mr. Eric Almquist 9513 Flintridge Way Oran-evale, CA 95662 916) 988-5285 REPORT PREPARED BY: Accurate Energy 3713 Laguna Way (916) 483-7313 Job Number: 23242R Date: May 15, 2003 n ["CT' Client Copy ACCURATE ENERGY 3713 Laguna Way, Sacramento, CA 95864 (916)483-7313 MINIMUM ENERGY FEATURES ALMQUIST RESIDENCE, BUNKER HILL MINE ROAD - YANKEE HILL, CALIFORNIA EXTERIOR WALL (2x4) R-13 Batt EXTERIOR WALL (2x6) R-19 Batt ATTIC KNEE WALL R-19 Batt MECHANICAL CLOSET WALL R-19 Batt ROOF VAULT R-30 Batt ROOF FLAT R-38 Batt FLOOR OVER CRAWL R-19 Batt FLOOR OVER MECHANICAL R-19 Batt GLAZING Starline Vinyl Low -EZ Argon Filled Windows/Doors or Equivalent Window Type U -Value SHGC Horizontal Slider 0.33 0.34 Single Hung 0.33 0.34 Fixed 0.31 0.32 Sliding Glass Door 0.31 0.32 HVAC Wall Furnace With Indirect Direct Evaporative Cooling Minimum Furnace AFUE = 0.69 Minimum Air Conditioner SEER = 13.00 WATER HEATING Storage Gas Minimum Water Heater EF = 0.58 � � 5 71 - r TABLE,OF CONTENTS TOC Project Title.......... Almquist Residence. Date..05/15/03 17:33:3C Project Address ........ Bunker Hill Mine V^ R d ******* a Yankee Hill, California *v6.01* Documentation Author... Jennifer A. Somoff ******* Building Permit Accurate Energy 3713 Laguna Way Plan Check Date Sacramento, CA 95864 916-483-7313 Field Ch ec Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomn_ Tnr MICROPAS.6 v6.01 File -23242R Wth-CTZ11S92 Program -TOC User#-MP2093 User -Accurate Energy Run -Compliance Documentation TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 FORM C -3R ................. 10 HVAC SIZING ............... 18 � LJ�✓�� 1 nn �����I CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Almquist Residence Date..05/15/03 17:33:30 Project Address Bunker Hill R Mi ' ******* ........ ne 1-i CL Yankee Hill, California *v6.01* Documentation Author... Jennifer A. Somoff ******* Building Permit Accurate Energy 3713 Laguna Way Plan Check Date Sacramento, CA 95864 916-483-7313 Field Check/Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -23242R Wth-CTZ11S92 Program -FORM CF -1R User#-MP2093 User -Accurate Energy Run -Compliance Documentation Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2133 sf Single Family Detached New Front Facing 180 deg (S) 1 2 Slab On Grade 18.4 % of floor area 0.36 Btu/hr-sf-F 0.36 8.3 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -factor Location/Comments Wall Wood R-13 R-0 R-13 0.088 Typical 2x4 Wall Wood R-17.8 R-0 R-17.8 0.065 Typical 2x6 Wall Wood R-19 R-0 R-19 0.064 Attic Wall Wall Wood R-17.8 R-0 R-17.8 0.061 Garage Wall Door None R-0 R-0 R-0 0.330 Entry Door Roof Wood R-30 R-0 R-30 0.040 Vaulted Roof Roof Wood R-38 R-0 R-38 0.034 Attic Roof FloorExt Wood R-19 R-0 R-19 0.044 Flr. o/Crawl FloorExt Wood R-19 R-0 R-19 0.046 Flr. o/Garage SlabEdge n/a R-n/a R-n/a F2=0.510 Slab to Slab SlabEdge n/a R-n/a R-n/a F2=0.760 Slab to Exter. FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 8.0 0.330 0.340 Standard Standard None Window Front (S) 12.0 0.330 0.340 Standard Standard None Window Front (S) 30.0 0.330 0.340 Standard Standard None Window Front (S) 30.0 0.330 0.340 Standard Standard None Window Left (W) 20.0 0.330 0.340 Standard �' ' '� Standard None Window Left (W) 20.0 0.330 0.340 Standard ' '� 'Standard None Window Left (W) 20.0 0.330 0.340 Standard' Star`iddrd'1j��I°� None Window Back (N) 20.0 0.330 0.340 Standard Standard— None Window Back (N) 6.0 0.330 0.340 Standard Standard`-) None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Almquist Residence Date..05/15/03 Orientation 17:33:30 MICROPAS6 v6.01 File -23242R Wth-CTZ11S92 Program -FORM CF -1R User#-MP2093 User -Accurate Energy Run -Compliance Documentation Equipment Minimum Type Efficiency WallFan Evaporative Tank Type HVAC SYSTEMS Refrigerant Charge and Airflow 0.690 AFUE n/a None 13.00 SEER No Attic Duct Location Tested ACOA Duct Duct Manual R -value Leakage D R-n/a n/a n/a R-4.2 No No WATER HEATING SYSTEMS Heater Type Distribution Type Storage Gas Standard REMARKS Number in System 1 Energy Factor 0.58 Tank Size (gal) 30 ----------------------------------------------- Starline Vinyl Low -E2 Argon Filled Window/Doors were used in the Calculations. These units have the following U -Values and Solar Heat Gain Coefficients: HS=0.33/0.34, SH=0.33/0.34, FX=0.31/0.32 and SGD=0.31/0.32 ------------------- ------------------------------ Default Dual Pane Metal Frame Swinging Door and Skylight were used in the Calculations. These units have the fol-lowing'�,,� U -Values and Solar Heat Gain Coefficients: E�; �,� ��� V FD = 0 . 85/0.73 and Sky 0 . 94/0.73 n AAS w .rll Over- hang/ Fins None None None None None None None None None None Thermostat Type Setback Setback External Insulation R -value R- n/a FENESTRATION Orientation Area (sf) U- Factor SHGC Interior Shading Exterior Shading Door Back (N) 41.0 0.310 0.320 Standard Standard Window Back (N) 14.0 0.330 0.340 Standard Standard Window Back (N) 14.0 0.330 0.340 Standard Standard Door Window Back Back (N) (N) 41.0 30.0 0.310 0.320 Standard Standard Window Right (E) 20.0 0.330 0.340 0.330 0.340 Standard Standard Standard Standard Door Right (E) 17.8 0.850 0.730 Standard Standard Window Window Right Right (E) (E) 20.0 20.0 0.330 0.340 Standard Standard Skylight Horz 8.0 0.330 0.340 0.940 0.730 Standard None Standard None SLAB SURFACES Area Slab Type (sf) Standard Slab 958 Equipment Minimum Type Efficiency WallFan Evaporative Tank Type HVAC SYSTEMS Refrigerant Charge and Airflow 0.690 AFUE n/a None 13.00 SEER No Attic Duct Location Tested ACOA Duct Duct Manual R -value Leakage D R-n/a n/a n/a R-4.2 No No WATER HEATING SYSTEMS Heater Type Distribution Type Storage Gas Standard REMARKS Number in System 1 Energy Factor 0.58 Tank Size (gal) 30 ----------------------------------------------- Starline Vinyl Low -E2 Argon Filled Window/Doors were used in the Calculations. These units have the following U -Values and Solar Heat Gain Coefficients: HS=0.33/0.34, SH=0.33/0.34, FX=0.31/0.32 and SGD=0.31/0.32 ------------------- ------------------------------ Default Dual Pane Metal Frame Swinging Door and Skylight were used in the Calculations. These units have the fol-lowing'�,,� U -Values and Solar Heat Gain Coefficients: E�; �,� ��� V FD = 0 . 85/0.73 and Sky 0 . 94/0.73 n AAS w .rll Over- hang/ Fins None None None None None None None None None None Thermostat Type Setback Setback External Insulation R -value R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Almquist Residence Date..05/15/03 17-33.'in: MICROPAS6 v6.01 File -23242R Wth-CTZllS92 Program -FORM CF -1R User#-MP2093 User -Accurate Energy Run -Compliance Documentation REMARKS n'4j_'� Ing-e.x Y�i.,e-ems COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Mr. Eric Almquist Company. Homeowner Address. 9513 Flintridge Way Orangevale, CA 95662 Phone... (916) 988-5285 License. Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. El ate DOCUMENTATION AUTHOR Name.... Jennifer A. Somoff Company. Accurate Energy Address. 3713 Laguna Way. Sacramento, CA 95864 Phone... 916-483-7313 Signed.. ate !1111 rc-C�f MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... Almquist Residence Date..05/15/03 17:33:30 Project A ress........ Bunker Hi 1 Mine Road Yankee Hill, California *v6.01* Documentation Author... Jennifer A. Somoff ******* Building Permit Accurate Energy 3713 Laguna Way Plan Check Date Sacramento, CA 95864 916-483-7313 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -23242R Wth-CTZllS92 Program -FORM MF -1R User#-MP2093 User -Accurate Energy Run -Compliance Documentation Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. _uU L7tl MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Almquist Residence Date..05/15/03 17:33:30 MICROPAS6 v6.01 File -23242R Wth-CTZ11S92 Program -FORM MF -1R User#-MP2093 User -Accurate Energy Run -Compliance Documentation SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - 110 -113: HVAC equipment, water heaters, showerheads and er ment faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating=nstructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and�heaterr,�1!1 for future solar heating. i b. Cover for outdoor pools or outdoor spas,:,,,I,- -, )G11�A T7 3. Pool system has directional inlets and a cFirculation _ ;„ pump time switch.� - 115: Gas-fired central furnaces, pool heaters, spa heaters or'.. household cooking appliances have no continuously burning - MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... Almquist Residence Date..05/15/03 17:33:30 MICROPAS6 v6.01 File -23242R Wth-CTZllS92 Program -FORM MF -1R User#-MP2093 User -Accurate Energy Run -Compliance Documentation pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- 150(k)l: Luminaires for general lighting in kitchens shall er ment have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. ,u`J'1 I, COMPU ZR METHOD SUMMARY Page 7 C -2R Project Title.......... Almquist Residence Date..05/15/03 17:33:30 Project Address........ Bunker Hill Mine Road Yankee Hill, California *v6.01* Documentation Author... Jennifer A. Somoff ******* Building Permit Accurate Energy 3713 Laguna Way Plan Check Date Sacramento, CA 95864 916-483-7313 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -23242R Wth-CTZ11S92 Program -FORM C -2R User#-MP2093 User -Accurate Energy Run -Compliance Documentation MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 17.32 16.11 1.21 Space Cooling.......... 10.22 11.23 -1.01 Water Heating.......... 12.52 11.34 1.18 Total 40.06 38.68 1.38 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type........ ..... Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2133 sf Single Family New Front Facing 1 2 FullYear Detached 180 deg (S) Slab On Grade 1 17704 cf 958 sf 18.4 % of floor area 0.36 Btu/hr-sf-F 0.36 8.3 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 2133 17704 1.00 Yes Setback 8'` 0= Standard No COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Almquist Residence Date..05/15/03 17:33:30 MICROPAS6 v6.01 File -23242R Wth-CTZ11S92 Program -FORM C -2R User#-MP2093 User -Accurate Energy Run -Compliance Documentation OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 160 0.088 13 180 90 Yes W.13.2X4.16 Typical 2x4 2 Wall 408 0.065 17.8 180 90 Yes W.19.2X6.16 Typical 2x6 3 Wall 385 0.065 17.8 270 90 Yes W.19.2X6.16 4 Wall 522 0.065 17.8 0 90 Yes W.19.2X6.16 5 Wall 331 0.065 17.8 90 90 Yes W.19.2X6.16 6 Wall 44 0.064 19 180 90 Yes W.19.ATTIC Attic Wall 7 Wall 98 0.061 17.8 180 90 No W.19.GARAGE Garage Wall 8 Door 40 0.330 0 180 90 Yes None Entry Door 9 Roof 591 0.040 30 n/a 0 Yes R.30.VAULT Vaulted Roof 10 Roof 594 0.034 38 n/a 0 Yes R.38.2X4.24 Attic Roof 11 F1oorExt 12 0.044 19 n/a 0 No FX.19.GARAGE Flr. o/Crawl 12 F1oorExt 242 0.046 19 n/a 0 No FX.19.EXTER Flr. o/Garage PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 13 S1abEdge 12 0.510 R-0 No Slab to Slab 14 S1abEdge 125 0.760 R-0 No Slab to Exter. FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (S) 8.0 0.330 0.340 180 90 Standard/0.76 Standard/0.68 2 Window Front (S) 12.0 0.330 0.340 180 90 Standard/0.76 Standard/0.68 3 Window Front (S) 30.0 0.330 0.340 180 90 Standard/0.76 Standard/0.68 4 Window Front (S) 30.0 0.330 0.340 180 90 Standard/0.76 Standard/0.68 5 Window Left (W) 20.0 0.330 0.340 270 90 Standard/0.76 Standard/0.68 6 Window Left (W) 20.0 0.330 0.340 270 90 Standard/0.76 Standard/0.68 7 Window Left (W) 20.0 0.330 0.340 270 90 Standard/0.76 Standard/0.68 8 Window Back (N) 20.0 0.330 0.340 0 90 Standard/0.76 Standard/0.68 9 Window Back (N) 6.0 0.330 0.340 0 90 Standard/0.76 Standard/0.68 10 Door Back (N) 41.0 0.310 0.320 0 90 Standard/0.76 Standard/0.68' 11 Window Back (N) 14.0 0.330 0.340 0 90 Standard/0.76 Standard/0.68 12 Window Back (N) 14.0 0.330 0.340 0 90 Standard/0.76 Standard/0.68 13 Door Back (N) 41.0 0.310 0.320 0 90 Standard/0.76 Standard/0.68 14 Window Back (N) 30.0 0.330 0.340 0 90 Standard/0.76 Standard/0.68 15 Window Right (E) 20.0 0.330 0.340 90 90 Standard/0.76 Standard/0.68 16 Door Right (E) 17.8 0.850 0.730 90 90 Standard/0.76 Standard/0.68 17 Window Right (E) 20.0 0.330 0.340 90 90 Staridajrd/'01'76''"Standard/0.68 18 Window Right (E) 20.0 0.330 0.340 90 90 Standar"d%0:76V'Standard/0.68 19 Skylight Horz 8.0 0.940 0.730 180 0 Norie/ly"'rr COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... Almauist Resi HPnrP r,,}- nc 1, rr /„-, MICROPAS6 v6.01 File -23242R Wth-CTZ11S92 Program -FORM C -2R User#-MP2093 User -Accurate Energy Run -Compliance Documentation SLAB SURFACES Slab Type HOUSE Standard Slab HVAC SYSTEMS Area (sf) ow System Minimum Refrigerant Charge and Duct Tested Duct Duct ACOA Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE WallFan 0.690 AFUE n/a None R-n/a' n/a n/a 1.000 Evaporative 13.00 SEER No Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Number Tank External Tank Type Heater Type Distribution Type in Energy Size System Factor (gal) Insulation R -value 1 Storage Gas Standard 1 0.58 30 R- n/a REMARKS --------------------------------- Starline Vinyl Low -E2 Argon Filled Window/Doors were used in the Calculations. These units have the following U -Values and Solar Heat Gain Coefficients: HS=0.33/0.34, SH=0.33/0.34, FX=0.31/0.32 and SGD=0.31/0.32 -------------------------------------- ----------- Default Dual Pane Metal Frame Swinging Door and Skylight were used in the Calculations. These units have the following U -values and Solar Heat Gain Coefficients: FD = 0.85/0.73 and Sky 0.94/0.73 ----------------------------------------------------- rip , _ � ��rC - CONSTRUCTION ASSEMBLY Page 10 3R Project Title.......... Almquist Residence Date..05/15/03 17:33:30 MICROPAS6 v6.01 File -23242R Wth-CTZ11S92 Program -FORM 3R User#-MP2093 User -Accurate Energy Run -Compliance Documentation Parallel Path Method Reference Name . W.13.2X4.16 Description .... Wall R-13 2x4 16oc Type ........... Wall R -Value ........ 13 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Total R -Value: 1 / 0.088 = 11.30 hr-sf-F/Btu -7, Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 13.00 -- 3f. FIR.2X4 2x4 fir -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 14.53 5.00 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Factor: (1 / 14.53 x 0.85) + (1 / 5.00 x 0.15) = 0.088 Btu/hr-sf-F Total R -Value: 1 / 0.088 = 11.30 hr-sf-F/Btu -7, CONSTRUCTION ASSEMBLY Page 11 3R Project Title.......... Almquist Residence Date..05/15/03 17.33• -in MICROPAS6 v6.01 File -23242R Wth-CTZ11S92 Program -FORM 3R User#-MP2093 User -Accurate Energy Run -Compliance Documentation Parallel Path Method Reference Name . W.19.2X6.16 Description .... Wall R-19 2x6 16oc Type ........... Wall R -Value ........ 17.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS U -Factor: (1 / 19.34 x 0.85) + (1 / Total R -Value: 6.98 x 0.15) = 0.065 Btu/hr-sf-F 1 / 0.065 = 15.28 hr-sf-F/Btu Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 3f. FIR.2X6 2x6 fir -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 19.34 6.98 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Factor: (1 / 19.34 x 0.85) + (1 / Total R -Value: 6.98 x 0.15) = 0.065 Btu/hr-sf-F 1 / 0.065 = 15.28 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 12 3R Project Title.......... Almquist Residence Date..05/15/03 17:33:30 MICROPAS6 v6.01 File -23242R Wth-CTZ11S92 Program -FORM 3R User#-MP2093 User -Accurate Energy Run -Compliance Documentation Parallel Path Method Reference Name . W.19.ATTIC Description .... Wall R-19 Attic Wall Type ........... Wall R -Value ........ 19 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS U -Factor: (1 / 20.30 x 0.85) + (1 / Total R -Value: 6.74 x 0.15) = 0.064 Btu/hr-sf-F 1 / 0.064 = 15.60 hr-sf-F/Btu Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 lc. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 -- lf. FIR.2X6 2x6 fir -- 5.45 2. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 20.30 6.74 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Factor: (1 / 20.30 x 0.85) + (1 / Total R -Value: 6.74 x 0.15) = 0.064 Btu/hr-sf-F 1 / 0.064 = 15.60 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 13 3R Project Title.......... Almquist Residence Date..05/15/03 17:33:30 MICROPAS6 v6.01 File -23242R Wth-CTZ11S92 Program -FORM 3R User#-MP2093 User -Accurate Energy Run -Compliance Documentation Parallel Path Method Reference Name . W.19.GARAGE Description .... Wall R-19 Garage Type ........... Wall R -Value ........ 17.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 1. GYP.0.63 0.625 in gypsum or plaster board 0.56 0.56 2c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 2f. FIR.2X6 2x6 fir -- 5.45 3. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 20.17 7.82 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Factor: (1 / 20.17 x 0.85) + (1 / 7.82 x 0.15) = 0.061 Btu/hr-sf-F Total R -Value: 1 / .0.061 = 16.30 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 14 3R Project Title.......... Almquist Residence Date..05/15/03 17:33:30 MICROPAS6 v6.01 File -23242R Wth-CTZ11S92 Program -FORM 3R User#-MP2093 User -Accurate Energy Run -Compliance Documentation Parallel Path Method Reference Name . R.30.VAULT Description .... Roof R-30 2x4 24oc Type ........... Roof R -Value ........ 30 Hr-sf-F/Btu Framing Material ..... Type ......... Description .. Spacing ...... Framing Frac.. Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description FIR. 2X4 Wood 2x4 fir 24.inches on center 0.07 O. FILM.EX Exterior air film: winter value 1. SHNGL.ASPHLT Asphault shingle roofing 0.62 2. BLDG.PAPER Building paper (felt) 3.46 3. PLY.0.50 0.50 in plywood 0.45 4c. AIR.RF.1.00 1.00 in (approx) air space: heat flow up 4f. FIR.2X4 2x4 fir 5c. BATT.R30.0 R-30 batt insul (cavity > 9.25 in) 6. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.RF Inside air film: heat flow straight up FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity Frame R -Value R -Value 0.17 0.17 0.44 0.44 0.06 0.06 0.62 0.62 0.76 -- -- 3.46 30.00 -- 0.45 0.45 0.61 0.61 33.11 5.82 Total U -Factor: (1 / 33.11 x 0.93) + (1 / 5.82 x 0.07) = 0.040 Btu/hr-sf-F Total R -Value: 1 / 0.040 = 24.92 hr-sf-F/Btu 1, CONSTRUCTION ASSEMBLY Page 15 3R Project Title.......... Almquist Residence r)At-a nr,/iC� /n1 17. -z -1.-2r% MICROPAS6 v6.01 File -23242R Wth-CTZ11S92 Program -FORM 3R User#-MP2093 User -Accurate Energy Run -Compliance Documentation Parallel Path Method Reference Name . R.38.2X4.24 Description .... Roof R-38 2x4 24oc Type ........... Roof R -Value ........ 38 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 24 inches on center Framing Frac.. 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM.EX Exterior air film: winter value 1. SHNGL.ASPHLT Asphault shingle roofing 2. BLDG.PAPER Building paper (felt) 3. PLY.0.63 0.625 in plywood 4c. AIR.RF.3.50 3.5 in & greater air space: heat flow up 4f. FIR.2X4 2x4 fir 5c. BATT.R38.0 R-38 batt insul (cavity > 11.25 in) 6. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.RF Inside air film: heat flow straight up Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity U -Factor: (1 / 41.31 x 0.93) + (1 / Total R -Value: Framing Cavity Frame R -Value R -Value 0.17 0.17 0.44 0.44 0.06 0.06 0.78 0.78 0.80 -- -- 3.46 38.00 -- 0.45 0.45 0.61 0.61 41.31 5.97 Total 5.97 x 0.07) = 0.034 Btu/hr-sf-F 1 / 0.034 = 29.22_hr'�sf--F,�,Btu J v CONSTRUCTION ASSEMBLY Page 16 3R Project Title.......... Almquist Residence Date..05/15/03 17:33:30 MICROPAS6 v6.01 File -23242R Wth-CTZ11S92 Program -FORM 3R User#-MP2093 User -Accurate Energy Run -Compliance Documentation Parallel Path Method Reference Name . FX.19.GARAGE Description .... Floor Gar R-19 2x8 16oc Type ........... FloorExt R -Value ........ 19 Hr-sf-F/Btu Framing Material ..... Type ......... Description .. Spacing ...... Framing Frac.. Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description FIR. 2X8 Wood 2x8 fir 16 inches on center 0.10 O. FILM.IN.FLR Inside air film: heat flow down 1. GYP.0.63 0.625 in gypsum or plaster board 2c. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 2f. FIR.2X8 2x8 fir 3c. AIR.FLR.1.50 1.50 in (approx) air space: heat down 4. PLY.0.63 0.625 in plywood 5. CARPET Carpet & pad I. FILM.IN.FLR Inside air film: heat flow down FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity R -Value 0.92 0.56 19.00 0.94 0.78 2.08 0.92 25.20 Total Frame R -Value U -Factor: (1 / 25.20 x 0.90) + (1 / 12.44 x 0.10) = 0.044 Btu/hr-sf-F Total R -Value: 1 / 0.044 = 22.85 hr-sf-F/Btu r r� O 0.92 0.56 7.18 0.78 2.08 0.92 12.44 CONSTRUCTION ASSEMBLY Page 17 3R Project Title.......... Almquist Residence narA nCZ/, c/n1 ,'7.1-3 MICROPAS6 v6.01 File -23242R Wth-CTZ11S92 Program -FORM 3R User#-MP2093 User -Accurate Energy Run -Compliance Documentation Parallel Path Method Reference Name . FX.19.EXTER Description .... Floor exp R-19 2x8 16oc Type ........... F1oorExt R -Value ........ 19 Hr-sf-F/Btu Framing Material ..... FIR.2X8 Type ......... Wood Description .. 2x8 fir Spacing ...... 16 inches on center Framing Frac.. 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.375 0.375 in stucco 0.08 0.08 2c. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 -- 2f. FIR.2X8 2x8 fir 7.18 3c. AIR.FLR.1.50 1.50 in (approx) air space: heat down 0.94 -- 4. PLY.0.63 0.625 in plywood 0.78 0.78 5. CARPET Carpet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 23.97 11.20 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Factor: (1 / 23.97 x 0.90) + (1 / 11.20 x 0.10) = 0.046 Btu/hr-sf-F Total R -Value : 1 / 0.046 = 21 hr-sf-F/Btu .5\, r J I1A J v HxI , . .AS" I ZING Page 18 HVAC Project Title.......... Almquist Residence Date -05/15/03 17:33:30 Project Address........ Bunker Hill Mine Road ******* Yankee Hill, California *v6.01* Documentation Author... Jennifer A. Somoff ******* Building Permit Accurate Energy 3713 Laguna Way Plan Check Date Sacramento, CA 95864 916-483-7313 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomn. Ince_ MICROPAS6 v6.01 File -23242R Wth-CTZllS92 Program -HVAC SIZING User#-MP2093 User -Accurate Energy Run -Compliance Documentation GENERAL INFORMATION Floor Area ................ Volume .................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2133 sf 17703.75 cf Front Facing PARADISE 39.8 degrees 30 F 70-F 99 F 78 F 34 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 180 deg (S) Cooling (Btuh) 12038 4660 5671 2977 n/a 7760 13639 4002 n/a 3950 0 2335 31348 25683 n/a 5137 31348 30820 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc.,,must also be considered. It is the HVAC designer's responsibility,,,to'`��consider all factors when selecting the HVAC equipment. } Do not model or calculate benefits for the insulation levels shown -in Table 8-1; they are mandatory requirement for this type of heating system. Instead assume R-0 in climate zones 1 through 15, or R-7 in climate zone 16. 8.9 Evaporative Cooling Credit for evaporative coolers is allowed in all low-rise residential buildings. Evaporative coolers provide cooling to a building by either direct contact with water (direct evaporative cooler), or a combination of a first stage heat exchanger to pre -cool building air temperature and a second stage with direct contact with water (indirect/direct evaporative cooler). When selecting evaporative cooling, the following characteristics should be considered: • Direct evaporative coolers in climates that are both hot and humid may result in uncomfortable indoor humidity levels. • Indirect/direct evaporative coolers do not increase indoor humidity as much as direct systems, and would be unlikely to produce uncomfortable indoor humidity levels, even in hot, humid areas. • Evaporative coolers may not reduce indoor temperatures to the same degree as air conditioning. Evaporative coolers may be used with any compliance approach. Using a performance approach, credit is provided in all low-rise residential buildings. To take the credit, - assume that there is a standard central air conditioner (with R-4.2 ducts in the attic) with a SEER rating of 11.0 for direct systems and 13.0 for indirect/direct systems. The same SEERs can be used for evaporative coolers installed with or without backup air conditioning [see multiple HVAC systems in Chapter 5 (computer compliance)]. Ducts from evaporative coolers do not have to be sealed per the prescriptive requirements [§151 (f) 10.], as long as they are not also used by conventional heating or cooling systems. To receive credit at the efficiencies listed above, the evaporative cooling system must meet the following requirements: Eligibility and Installation Criteria V1J Evaporative cooler ducts must satisfy all requirements that apply to air conditioner ducts except for diagnostic testing for duct leakage when there is a dedicated duct system for evaporative cooling only. Thermostats are required. If air conditioning is installed in conjunction with an evaporative cooler a two-stage thermostat with time lockout is required. 3. Automatic relief venting must be provided to the building. 0 4. Evaporative coolers must be permanently installed. No credits are allowed for removable window units. Evaporative coolers must provide minimum air movement at the minimum stated air delivery rate certified with the tests conducted in accordance with the Air Movement and Control Association (AMCA) Standard 210 (see Table 8-2 below). Cp"'f^"`^"''� Residential Manual August 2001 8-25 Table 8-2 — Minimum A Evaporative Coolers Minimum Air Movement' Equation 8-1 Climate Zones Direct (cfm W) Indirect/Direct (cfm ftz) 1 - 9 1.5 1.2 _10 13 3.2 w 1.6 14 - 15 4.0 2.0 16 2.6 1.3 If backup air conditioning is installed, the minimum air movement fora ones is 1.0 cfm/sf. 8.10 Geothermal (Ground Source) Heat Pump A geothermal or ground source heat pump uses the earth as a source of energy for heating and as a sink for energy when cooling. Some systems pump water from an aquifer in the ground and return the water to the ground after transferring heat from or to the water. A few systems use refrigerant directly in a loop of piping buried in the ground. Those heat pumps that use either a water loop or pump water from an aquifer have efficiency test methods that are accepted by the Energy Commission. These efficiency values are certified to the Energy Commission by the manufacturer and are expressed in terms of heating Coefficient of Performance (COP) and cooling Energy Efficiency Ratio (EER). To determine compliance with the residential standards, the COP and EER must be converted to HSPF and SEER When equipment is not tested for SEER, the EER may be used in place of the SEER. When heat pump equipment is not tested for HSPF, calculate the HSPF as: HSPF = (3.2 x COP) - 2.4 The efficiency of geothermal heat pump systems is dependent on how well the portion of the system in the ground works. Manufacturer's recommendation must be followed carefully to assure that the system is appropriately matched to the soil types and weather conditions. Local codes may require special installation practices for the ground -installed portions of the system. Verify that the system will meet local code conditions before choosing this type of system to meet the Standards. 8.11 Log Homes Log homes are an alternative construction type used is some parts of the state. Log home companies promote the aesthetic qualities of solid wood construction and can "package" the logs and deliver them directly to a building site. Some companies provide log wall, roof and floor systems with special insulating "channels" or other techniques to minimize the effect of air infiltration between log members and to increase the thermal benefit of the logs alone. Uninsulated eight -inch solid logs can have an overall thermal resistance equivalent to R-11 insulation (the type of wood is a factor in the R -value). If the wood type of the log is not known, contact the manufacturer to obtain this information. 5-26 August 2001 Residential Manual FROM : FAX NO. : T--2li0th�Q-�,rrt,> d1- 0 7 5 JENRUS CORP Jul. 08 2003 11:01AM P2 Post U�gice Box ! 925 Dtorrond Springs, CA 95619 Post Office Box 1771 Boise, ID 83 701 Thank you for your interest in FinMire` - The most unique air cooling, ventilating, filtering, and humidifying system available. FineAireTM is a fresh air - positive pressure - water based - two stage (1"t stage - indirect and 2nd stage - direct) cooling process. The system is referred to as an Indirect/Direct Air Conditioner (IDAC). The SEER is greater than 45. FineAireTM incorporates enthalpy cooling using our patent pending CorCool`rm indirect heat exchanger (heat is removed from the incoming air ,lust like a FreonTM compression system except there is no compressor, condenser, or FreonTM involved): Cooling with water is now clean, comfortable, energy efficient, and healthier with CorCoolT"t technology. Up to 70% of the total cooling a FWAireTH system produces is in CorCoolTM where no moisture is added to the air. Some water is then evaporated into the air in the direct stage to further drop the temperature leaving the cooler to an average of 66° F even with outside temperatures more than 100° F. This maintains indoor humidity at a comfortable and healthy 40-70% RH. And, it filters incoming air greater than 90% of dust, dirt, allergens, fungus, and bacteria. FineAire`rm eliminates the need for a whole house fan and it can significantly cool your attic. FWAIW?4 is compatible with forced air and radiant heating systems such as hydronic, gas, and electric, as well as, alternative energy sources_ Problems associated with water based cooling products such as hard water,. mineral dust, or fungal and microbial growth are virtually eliminated with the FineAireTM system because of many unique features and quality of construction. FineAireTM is easy to install and maintain. You will pay more for a FineAireTM system than a typical evaporative cooler and less than an Energy Starrm air conditioner. FineAireTM is simply the best of all methods. gPie -mail us at brbrooks r(�i nacbell.net or call (530) 363-3058 for pricing. Brooks, PE si t Research and Development for our Future Co< -I- Finek a Systems Fineweter systems' hordes FROM FAX N0. Jul. 08 2003 11:02AM P3 ILI PineAireTM • Indirect/Direct evaporative air cooling with high efficiency filtering system • As simple to install as an evaporative cooler with better cooling and water quality • Produces air in healthiest humidity range • More comfortable than air conditioning • More adaptable to alternative energy systems All because of CorCoolTm JENRUS CORP, P.O. Boa 1925, Diamond Springs, CA 95619 FROM FAX NO. : Jul. 08 2003 11:03AM P4 T-`ineAiYeT m is the only system that offers significant improvements over inefficient traditional air conditioners!!! FineAiYeTM provides-, *Healthier humidity *Cleaner and fresher air Lower purchase cost *Lower operating cost •Lower installation cost • Easier operation *Easier maintenance ellilore energy saving options *Better heating options FROM FAX NO. Jul. 08 2003 11:04AM P5 FineAire"I Features and ,benefits • The most natural and healthiest way to cool and ventilate a home or business with up to 100% fresh air • Two stages of tooting andthree stages of air filtering • 'Provides tire- healthiest range -of humidity • SEEP-rating.greater than 45- • Operates more efciendy as outside temperatures rise • Can drop outside temperature greater. than 35 degrees.. • Doesn't require high volumes of air to cool • Quiet operation • Filters air to greater than 90% of allergens, spores, bacteria with washabte oversized -etectrostaticfITter Cools attic to, sign- flcantly reduce coolang load • Replaces- whole house and aidefans Compatible with. forced air and radiant heating • Can be adapted to other energy saving systems • Uses less water than other water based systems • Made in 8 sections for ease of handling and installation • Instalts like a tradhtatrat evaporative cooler- 0- ooter•- Insulated and welded stainless steel reservoir • No hard water build up with passive removal -system • No "musty" smell or "swampy"feeling • Nominal 3.5, 5, and 7 ton units depending on location • Uses 115 volt power (230 volt optional on 5 and 7 ton) • Multiple control options available • Commonly used and- readfty available components • Requires minimal maintenance • Less expensive thanair conditioners and heat. pumps I FROM : FAX NO. : Jul. 08 2003 11:05AM P6 HOW OTHER COOLING, FI1.TI;R1A`G, .4AD 1'F.NTIL4 TING SYSTFiVS WOR- F The following is a beef description of other methods. man.ufacturecLfor controlling :indoor conditions. Compressor based Since -the. development of FreonTM bv. theDupont company- for.the-purpose_. of degreasing parts, compression systems have been using, these chloro - fluoro -hydrocarbons for air conditioning because of how their physical properties.work_.when_compressed.and expanded. through- a->nechaniea cycle. In order for these systems to work, mechanical energy driven by electricity is used. The fluid is forced through the system to create high and low temperatures to achie_ve_the.desiredresults-at a -high-energy pefWty. Air. Conditioning_ systems- are—tested—for their Energy-Ef€cieney Ratio (E.E-R1- and then through formulas and some actual test work the Seasonal Energy Efficiency Ratio (SEER) is determined. As a rule, the SEER rating is 1.15 times.. the.. EER— The EER.is_simpLy. thtamount of coaling in-B-TUAk divided by the watts of energy to produce this cooling. These systems are rated based on 92° p outdoors. As the temperature rises, the SEER drops because. more energy is used-tryin&ta maintain the same amowiLo£coaling, Air is re -circulated through the system (house) to reduce the amount of cooling energy -used. However, because -the heat exchanger colt near the outlet of -the blower cabinet has to he.vezy cold to he effective.(belaw- &w point) moisture in the air due to cooking, laundry, showers, people, or geographic location forms on the coils and drains away. There are several results- from thin (L) More -energy is -used to remove moisture from air than,. gust cool the air, (2) Moisture continues to be removed driving down the humidity into an unhealthy range, and (3) Slime will form on the heat exchanger -which be -comes. -a- breeding ground- for air be me-baeteria-and. viruses_ There is no filter down stream of the heat exchanger coil. Owners sometimes put in electrostatic filters in an air conditioning system at the return- air inlet im an -attempt- to- Improve -air- gtrAity; however, these -filters, trap air borne oils and grease from. household usage -They typically clogin-a short time. Standard filters only filter 20% of the air borne contaminants. These systems can be noisy if the fan cabinet is installed- inside the home. FROM FAX NO. : Jul. 06 2003 11:05AM P7 Evaporative C1reCt coczlers Evaporative. direct -coolers -.11.1 tlietxad-><tiorlal- configuration pul-I air thr-0,ugh- pa.ds to create the cooling effect. In older style systems the pads are thin and are not efficient. in reducing temperature. Newer systems use 8 to 12 inch thick solid.cellulose. media that is completely. saturated -with- water-. ETnder hot outdoor conditions, air naturally converts moisture to vapor giving up heat until saturated: The result 'is very high humidity leaving the evaporative direct cooler. The hotter the air the- more, maisture_is-added. Using Palm, Springs, CA as an example with a design temperature of l 10° F, the calculated- discharge -temperature of a standard "swamp cooler" with 2"soft media is 92° F and with 12" hard media is 80° Fr both with high humidity. Manufacturers of evaporative direct coolers also rely on large air flows to achieve -cooling by raovmg this airacronihe.skin surface to actually evaporate moisture from the body. This provides a cooling_. sense. even though the air temperature is higher than. that sensed on the skin. This causes dehydration. These systems do not filter the air efficiently and tend to increase allergy problems. .I aha and bacteria growth is promoted by the high humidity. These systems are also noisy because the fans typically blow right into the house -and there_ is na.aaempt_at_sound.anenuat, Whole house fan The whole house fan is a means to pull cooler outside air into the house througlropen -windaws and cracks. The air is not conditioned or firteredand will draw dirt, dust, allergens,. and bacteria into the home, They are typically a propeller blade system that are very noisy. Air re -circulation filtration units These systems work well with charcoal filtration to nd a home of air borne comalnin.ants. They typical-ly d-o-nott-process-enough-airto, 11andte a whole house_ Therefore, a_number. of these- unim are needed -to be -effective with, traditional cooling methods. Rr FROM : FAX NO u'llJ' you strauld co-?+gder- a.FineAirer't St -Stent. Jul. 08 2003 11:07AM P1 l- % Indour conditioned air we -elv on tr> provide a-heal.ttty and cnrnfortable em ironment has been %%orsening over past decades because of building materials used and the necessary trends towards energy efficient homes and businesses. Structures -are made tighter witlt_ more insulation in.an effort to reduce infiltration of cold air and heat loss (winter condition) and hot air and heat gain (summer condition). We want our homes and. wontspat este-pravtde.this preferred.environment. Unfortunately, the opposite is true. Allergies and asthmatic symptoms are on the rise. Composite materials including pressed wood in flooring-, walls; arid-paneling,-as_wellas,.carpeting,. linoleum, paint, and curtains all give off gases or microscopic particles and fibers as they age. The resulting stale, trapped air or the humidity (to tow or to higlr}speeds-up- deterioration resultin& i.n.air borne chemicals -and particles that can cause respiratory and other health problems. There are two traditional methods of cooling a home or business marketed in western North Atnerica. One -is vapor-contpression-that-requires high_:energy consumption and uses ozone layer depleting compounds and the second is water evaporation that uses large amounts of water and airflow to create a cooling effect. Vapor compression -"dry cooling.'.' (heat pumps and standard air conditioning) re -circulates stale air that creates low humidity (15-35% relative humidity) and allows infiltration of dirty air into homes (il and, evaporation "wel.ccioling'_' that creates high humidity (75-95%) (2). Current systems that rely on wet cooling are either traditional evaporative coolers (swamp coolers) or newer two-stage indirect/direct air coolers (ID Cs_� IDA-Cshave.been marketed.with limited success because of the limitation of the indirect stage. The first (indirect) stage relies on a heat. exchanger to create "dry" evaporative cooling meaning that no water is added directE p -the air beim cooled. 1n the-second_.(direct) stage water is added directly into the air being cooled achieving additional cooling. Other manufacturers are limited by ine active indirect stage heat exchangers thereby relying on, the direct stage for the majority of the cooling effect (up to 80% of total cooling by adding moisture directly to the supply air). These manufacturers heavily saturate a cellulose pad with.water for the direct stage. The result is higher humidity air entering the home than that experienced from traditional evaporative coolers with thin pads. 1✓ ineAirex isthe- o-ttly-1DA-Cthat- Incorporates. Cor.Conl'rMr which is the most effective indirect heat exchanger available This patent pending technology developed by JF.NRUS CORP provides 60-70% of the totat cooling without addict..- moisture to flee air — More.comfortable. While other. indirect -.heat -.exchangers drop the. incoming. outdoor air temperature. 6-8 degrees, CorCoolTM.will drop the incoming outdoor temperature 18-22 degrees when installed in a FineAireT'4'systetrrl3l: Witlr£orCoollrm; the system uses about -ha -If the water as other IDAC systems. Moisture can be added to the direct section for additional cooling during peak temperature periods or to maintain indoor relative humidity between 4E) -7Q%; which-is.the.healthiest condition for humans, pets, and indoor plants (4). FROM : FAX NO. _: Jul. 08 2003 11:08AM P2 I ineAire"' is the most natural, cost effective, and comfortable air coolin,; ,listen: available for homes and businesses — It's proven. Customers describe the air frorn-a FineA4re"1 system-ai.havi.mthe.freshnessand cleanness of air after a coot spring rain. This is because fresh air is pulled through the system where it is cooled naturally, filtered -three -times to-greateF than 90% -of all -air borne contaminants,. and the right amount of moisture is added for those hot, dry summer days making the indoor air feel cool, clean, and soft. FineAireT-`}combines the features- and eaturesand benefits-o£other air. co.oling.and.ventilation systems into the finest air conditioning product available. FineAireT 14 produces the highest EER. and SEEK ratites possibie for a residential or commercial IDAC.— — Pennies_to operate. Because of the high efficiency- of the CorCooFlf i.ndirect.stage,.the FineAireTM can actually produce a temperature lower than the outdoor wet bulb temperature. On average the cooling is 112% efficient. This means --the amount of cooling is -very high for the.cost of energy consumed )5). An example would be a location where the outdoor temperature is 100 degrees. "rhe wet bulb temperature would be close to 70 degrees (an average for Califomia..at 100 degrees outside). The resulting temperature leaving the cooling section. averages 66 degrees. FineAireT"' is as easy to install`andoperate as tire tradkional evaporative cooter; however, hos}eatures and -benefus-that surpass the most complex vapor compression systems — Simple elegance. The features and benefits of the FineAireT-m- are many 16). The system breaks down into 8 sections.Therearethree-nominal-tonnage_si�=— 3 � toa(42,000flTtls/Ht)_@ 1,70o cfm, 5 ton (60,000 BTUs/1-Ir) @ 2,400 cfm, and 7 too (84,000 BTUs/Hr) @ 3,200 cfm of total cooling with 100% fresh air. This tonnage-orrthe-tmg-coolin-gasross-the cooling section at 100° F. Air flows are approximately the same as an air conditioner. A thermostat controls the temperature in the home with an optional humidistat to control the humidity level: FineAire!y is.destgned to. accept.a.hydronic,.gas. or electric heating_ devices at the supply fan discharge for winter heating with optional humidifier 17). The system can be -installed oathe roof, in -the -attic,. on.the.gound,.outside.of.attic.gable_.`aca)1„ or in a-.crawLspace (attic and crawl space have height limitations). Fine-Airerm is similar to a traditional evaporative cooler in one respect, if maintenance is- ever required, all part& are readily available, reladvek inexpensive, and easy to install — Minimum service required FineAireTM uses motors,. blowers,.pumps,..and other components that are readily availble through local supply houses. The control system is analog and easy to modify for many applications, FROM : _ FAX NO. : Jul: 08 2003 11:09AM P3 Notes (11 Vapor �:ornpression systetns remove m6sture from. thcair that. increascs.cncr?t• usage as the air is recvcicd resulting in low humidliv. h(mever. microbial slime rroxvth o6l] develop on the cooling coils do�cn strain of Clio filter: This condition causcs.dn skin and throat, Low hwnidiov also dries out furniture. carrietine_ drapes producing air borne allergens. (2) High humidity entrances mold and rrrildew grov th and promotes microbial and bacterial reproduction. 131 The efficiency- of all evaporative -water based_systems_relies on.twa factors. First,. the difference between the temperature outside and the wit bulb temperature (wet bulb temperature relates to hoc low the ternpe.rature can drop-.with.evapnration.talartg place to the point where the air is 100% saturated). The lower the wet bulb temperature_ the less water is in the air and the more efficient the cooler. Second. the elevation. in which a system operates relating to air pressure. 'The higher the elevation, the more effectively an evaporative system will operate. Therefore, systems influenced by marine air (coastal areas) ,nay require a Tvsipm rated higher than a dry high elevation area (eastern Sierras). Sensible cooling means reducu)g the temperature that we sense or feel referred to as dry bulb temperance. (41 Scientific studies done on Indoor Air Quality (JAQ) have demonstrated the humidity in a (tome maintained at 40-70% is a range that least supports noc-obial, fungal. and allergen production. This range causes the least damage to the interior of a home. (4}F -ER —Energy. Efficiency. Ratio.is.B.TU/Hr cooling effect divided by elecrrical energy (wans) reg4ed to operate the system. FincAireT" operates from 35-45 EER depending on system size and location (heat putnps_andair conditioners have an EER of LO -14). See Footnote [31. SEER - Seasonal Energy Efficiency Ratio which measures the total cooling produced over a period of time divided by the total watts consumed. Tltis-would include ventilation-apembort.and.therefore i�- suhaectiN. e to user comfort preference. The SEER range is 10-50 for FiueAireT`", which includes the supply blower. A1.0 systern. manufacturers. often ti=s.danot include the supply -blower in the SEER rating to tuake their SEER rating higher. AC standards set the SEER rating based on 92° F outdoors. Above this temperature the meLgy use-rises.dratnatically- A SBM rating of L6 at 92° F can drop below 12 at greater Chart 100° F. The.FincAireT'A uses 70 -100%.fresh air depending on requiren)ents and location. X61 The wstem has two blowers - The wet side blower creates the cooling air (refrigeration) for the indirect stage. and the supply blower pulls air through the cooling runt providing- air to the space being cooled. Also. the tonnage size can be changed. if required, without ha.ing to repla� the whole unit. [71.Ihe controls.can be -easily modified lot multiple applicatiQns FineAireTlt crud CorCoofEm- are trademarks of 3ENRUS CORP. We can be contacted by calling (530) 363-305£ or by writing to JENRUS CORP., P.O. Box 1925, Diamond Sptittgs, CA -956-19... Our e-mail address. is brbrooks:7boacbell.net. 31 JENRUS CORP, 2002 -All rights reserved FROM FAX NO. : Jul. 09 2003 11:09AM P4 y illip.yott should consider a FineAireT"t Shstenr Indoor conditioned air - We - rel%- on to provldtahealth-y...and.c.o.m.fortab.le.environnicnt has been worsening over past decades because of building materials used and the necessary trends towards energy efficient homes and -businesses- Structures -are -::fade tighter- with, more insulation in an effort to reduce infiltration of cold air and heat loss (winter condition) and hot air and heat gain (summer condition). We want our homes and, workspaces to provide this preferred environment. Unfortunately, the opposite is true. Allergies and asthmatic symptoms are on the rise. Composite materials including pressed, wood -in -flooring, walls: acrd paneling,. as well as, carpeting, linoleum, paint. and curtains all give offgases or microscopic particles and fibers as they age_ The resulting stale, trapped air or -the humidity.(.to. low onto high) speeds.up-deteaoi_atinn_resuking- In. air borne chemicals and particles that can cause respiratory and other health problems. There are two traditional methods of cooling a home or business marketed in western North America: - One is -vapor com- pFessiorr-that requires -high-energy consumption -and uses ozone layer depleting compounds and the second is water evaporation that uses large amounts of water and airflow to create a cooling effect. Vapor-compressicm dry - cooling" (heat pumps and standard air conditioning) re -circulates stale air that creates low humidity (15-35% relative humidity) and allows infiltration of dirty air into homes [I] and, evaporation "wet cooling" that creates high humidity (75-95%) (2)- Current systems that rely on wet cooling are either traditional evaporative coolers (swamp coolers) or newer two-stage indiuect/direct..air. coolers. (D)ACs). MA.Cs.have been marketed with limited success because. of.the limitation )f the indirect stage. The first (indirect) stage relies on a heat exchanger to create "dry" evaporative cooling meaning that no-wateris added_.dizectLv ta.the.aiLbein -cooled lathe. second_(dicect) stage water is added directly into the air being cooled achieving additional cooling. Other manufacturers are limited by ineffective -indirect stage -heat exchanWstheFeby re]-ylntg n, The direct stage for the majority of the cooling effect (up to 80% of total cooling by adding moisture directly to the supply air). These manufacturers heavily saturate a cellulose pad with. water for the direct stage. The result is higher humidity air entering the home than that experienced from traditional evaporative coolers with thin pads. FineAire'''" is the only IDAC that incorporates CorCooM4 whick is th-e most -effective indirect heat exchanger available This patentpeading technology developed by JENRUS CORP provides 60-70% of the total cooling.without adding moisture to the air — More comfortable. While other indirect heat exchangers drop the incoming outdoor air temperature 6-8 degrees, CoreootTLwill- drop the -incoming outdoor temperamre_ 18. -22 -degrees -.when installed in a FineAlireTu system [3]. With CorCool`rm, the system uses about half the water as other IDAC-systems. Moisture -can be -added -to -the -direct section -fbr additiona cooling during peak temperature periods or to maintain. indoor relative humidity between 40-70%, which is the healthiest condition for humans, pets, and indoor plants (4). 790 78° 77` 76° 75( 74" 730 720 710 INDO4R COMFORT ZONES 20% 30% 40% .50o/9 60% 70% 80% Jndoor.Relative Humidity 13aped qn 40 ,feet per fninu.te air flo�►v GI NRU�COMP200,2-All.rights.fescrved Adapted from ASHRAE comfort vhar4 for air con(1i)ic�nittg L� EvapoFative Coplers at�d otpter IDACs 4124 rArA Fin eA irel'M Traditional tlir Conditionjing Most comfortable anal Hept Pumps 20% 30% 40% .50o/9 60% 70% 80% Jndoor.Relative Humidity 13aped qn 40 ,feet per fninu.te air flo�►v GI NRU�COMP200,2-All.rights.fescrved Adapted from ASHRAE comfort vhar4 for air con(1i)ic�nittg L� FROM : FAX NO. : Jul. 06 2003 11:11AM P6 `UlC$ (1 ) V;tpor compression systefrom theair.th.'tL incremi S 4nergy us;lge as die air is recycled resulting in low !tumidity. however. microbial shute roNzh will develop on the cooling coils dowu stream of the filter. This condition causes dry skin and Uvoat. Lo-.\ hwi idit'y also dries out fu miave. carpeting, drapes producing air borne a)let gens. (21 Higlt humidity ev es-mold-and-rnil(icw.gmwth-and promotes microbial and bacterial reproduction. f tThe efficiency- all. evaporative. water- based, systems. relies ontwQ factors.. First. the difference between the temperature outside and the wet bulb temperature (wet bulb temperature relates to how low the tcmnpertture_can dmp, with. evaporation taking place to the point where the au is 100% saturated). The lower the wet bulb temperature, the less water is in the air and the more cffncient the cooler, Second, the elevation in which a system, operates relating to air pressure. The higher the elevation, the more effectively ,in evaporative system will operate. Therefore, systems influenced by marine air (coastal areas) may require a system rated higluer than a dry high eleu etion area (eastern Sierras). Sensible cooling means reducing mho temperature that the sense or feel referred to as dry bulb temperature. U-tySciendfic studies -&»e on, Indoor Air-QualiL (IAQ) have.demciDstraicdtltc humidity in a home maintained at. 40-70% is a range that leAS supports microbial, fungal, and allergen production. This range evAses.the_leasLdamap Eo. the interiorof a, home. (51 EER - Energy Efficiency Ratio is BTU/Hr cooling effect divided by electrical energy (watts) required to operate the - system Fine e_T`' operates frmn35-43. EER depending on system size and location (heat pumps and air conditioners have an EER of 10-14). See footnote [31. SEER - Seasonal Energy Efficiency Ratio which.measures the total coQlim..produced over a period of time divided by Qne total warts consumed. ihis would include ventilation operation and therefore is subjective to user comfort preference. The SEER r,;uge.is. LO-SQ_toi.EincAice," which inciudes.ihc super' blower. AC 5Ystcm manufacturers often times do not include the supply blower in the SEER rating to make their SLERratutg higher, aC-standards.setthe.SEER rating_basedon 92,' F outdoors. Above th.istemperature the energy use rises dramatically. A SEER rating of 16 at 92° F can drop below 12 at greater than 1000 F. The FmeAircTM uses 70 -100% fresh air depending on requirements and location. [61 T'he-swstetrt has,rwo_blo.wers_- The wet side blower creates the cooling air (refrigeration), for the indirect stage and the supply blower pulls air through the cooling urtit providing air to die space being cooled. Also, tl>z. tortaaoe size.can be changer- if required, without. having to replace the whole tutu. [71 The controls can be easily modified for multiple applications Fine4ire'rm and CorCoofr" are trademarks of JENRUS CORP. We can be contacted by catling (5-30)-363-3058 orby.,. writing- to-JENRUS CORP—P.O. Box M5,.Diarnond Springs, CA 95619. Our e-mail address is bmbrooks;&,pacbell.tiet. t JENRUS CORP: 200-2 AU -tuts -reserved_ In ?Gf 7L -Z7 A/r4k f/GT�'.fZ PLtA7LO Ik--7L7Fr2 —� msr --I/Let AIR tmA 5 T 70 A7 fC, a O....7S/DsE 0000 ` INDIRECT STAGE tortooITM c��rs�o� die. �F�'L1� AiR B c.6 �,vl�iP - 84-L.T -�o - ✓ rX/stSfNA [ E FineAireT m PROCE8S AIR AND WATER FLOW 01L•NftUS CORP 20102 — All righis reserved ezzE FROM FAX NO. : Jul. 06 2003 11:14AM P1 Genera Mescrip6mr and Sizes o, the PneAire-T`� IDAC System The following is a bT ie€ general description of.Emi eAir-eY`A components with sizing for installation planning- There is also an explanation of the function and operation of the components. Mater resery insulated- stainless sleet construction- with.a.hottnm.diainand top.aceess for. maintenance and easy cleaning. The insulation aids in the cooling process. by maintaining water temperature near or below the wet bulb- temperature- The -reservoir- is- TIG welded -at- all, joints -anl_ leak tested . Coolieg section housine 'flus housing_(two per system) provides the enclosure. around the indirect and direct stages of the cooling system. It is insulated with an inert reflective material to aid in the cooling process: Indite t sta e CorCool"I" heat exchanger is constructed of non-toxic, high-grade, co -polymer polypropylene that has unique and highly efficient heat transfer capabilities. The heat exchanger is a cross air flow system. The heat exchanger has a very high surface area to air flow ratio: This. heat_ exchanger is patent pending'. The indirect heat exchanger will coot a home within a standard comfort range with outside temperatures -up -to -915 -degrees: This- depends- on. lacation_and- ele-vation.. Direct std The -direct stage is-ntade.up-of a standard -4" thick-comtgated cellulose-. material commonly used in single and two stage evaporative cooling systems. It is manufactured by the Ivlunters-Cofpofatiort. however_, them -are -other maiuActurers_ofthis- product. The cellulose material is fed water in order to discharge moisture into the supply air stream unifornuy. Because the supply air is pre -cooled before- entering the direct stage the-pre- cooleo air cannot absorb as much moisture as if it were hot and. therefore, the resulting humidity is less. These pads can be replaced during routine -maintenance— The average life of a pad.is Cour years. FROM : FAX NO. : Jul. 08 2003 11:14AM P2 Coolie« SGCt10n iilr Ittlak2. aiai h�ra.0 iili.ci iack Weather exposed..(roo.i gaund)-system-have.an optional \,%,eather intake on, the supply inlet and wet side blower inlet. The weather hood supply intake has a filter rack. Inside (attic, crawl space) systems use an intake filter rack that is identical to the discharge ti -Iter racy The-conaecting_dimensians_focthe_intake..and-discharge..(discharge dimension is necessary when separating supply blower cabinet from cooling unit) are: 15, ton -24" wide -x- I.7" .high; 5 -ton 24' wide x 2>" high; 7 ton --24' wide -x -27'/W' high. Cooling' section cover The weather hood -sits- on -top- o£the_.caoRag.section. is is insulated under the hood to aid in the cooling process. Internal baffles prevent sun light from affecting the cooling water. Wet side blower cabinet The wet side -blower- cabinet-hauses.the wet.side blower, power control box, and the access to the reservoir and water feed pump. The blower supplies air to the bottom of the indireet heat exrh?nger..while..the- water pump.delivers.water to the top of the indirect beet exchanger and direct stage. The mixing of water and air in both the indirect and direct stage creates the -two -stages -of cooUn& Air to -the wet side-.blo-weccan- be. a-mpped.of£the-supply inlet Rlenu n -in an enclosed space or brought directly from an outside air intake using the duct sizes below. If brought from an inlet plenum, the -dual air duct sizesstated-under attic installation-trustbe followed. Air from the wet side blower exhausts at the top through the sides of the cooling section cover. Cooag.section_ dimensions The system -has the_ same. bas& size_ for -all three -tonnages. The base mounting_dimensions are 21" wide by 51" long (supply air flows perpendicular to this dimension). The overall dimensions are 222' wide -by -57" long, Theheights-are-.3'A ton -38", S tort 4.6°', 7. ton-�4". %Qpjy-blower and cabinet A sound_andheatinsulated_blaweccabinet-iseither attached or separated from the cooling section. A commercial grade moisture resistant two -speed motor is used with Wt drive--to-the forward-curved-squirrelcage.blawer- TheJ-5/.5 ton cabinet is.24" wide x 28" high x 20" deep. The 7 ton cabinet is 24" wide x 30" high x 20" deep. The air flows with the depth dimension. The discharge -sizes -are: 3- V2tm— 1-0-'h_" wide x- 1.1 W high, 5 ton - 13 ''/4" wide x 11 '/�" high, 7 ton - 153/" wide x 13 'h" high. The inlet flange dimensions of the blower cabinet (when separating the supply blower cabinet with the cooling section). areas. fol -laws: 3.5 ton-- t6" high x 2.1" wide, 5 ton - 24" high x 21" wide, and 7 ton - 27" high x 21" wide. FROM : FAX NO. : Jul. 08 2003 11:15AM P3 The supply blower is belt driven. The flow rates can be changed based on static pressure in the duct system by chan-inQ thepullev diary+€ter on the Wovvex The-systein. u. sired to provide the design flow wish a standard .25" static pressure drop. Construction of components The system is made up of 8 sections of UV resistant powder coatedgalvanized steel that can lze. readily moved through access doors and crawl spaces. All sections are air and water sealed. Discharge.ductsizes The duct size leaving the supply air cabinet is what will feed the supply ducting. This supply duct is often times discharged -into a -supply a+r plenum .where_the..contractor will size the branch ducts depending on distribution requirements. The duct sizes at the cabinet discharge are to be as follows- 3.5 ton (t,70a cfm-}- 18" rotmd-or 275 -square - inches of free area,, 5 ton (2,400 cfm) - 20" round or 325 square inches of free area, 7 ton (3,200 cfm) - 22" round or 400 square inches of free area. Net.�uct size (attics and enclosed are, Wherra cooling -system -is inst:alledinside..an_attic.or other enclosed area, -outside air must be supplied to the unit by either two separate ducts (one for supply blower and one for wet side blower) or a single d'u'ct that serves both blowers: Dttcts-that supply botivblowers typically feed into a plenum (supplied by contractor) attached to the cooling unit intake filter rack (supply). A single duct then runs from the supply plenum to a small plenum attached to the -intake of the wet side blower. For single supply air ducts, sizes are as follows for the supply air: 3.5 ton (1.,700 cfm) - 18" round. 5 ton (2,400 cfm) - 20" round, 7 ton (3,200 cfm) - 22" round. The wet side blower has the following flow rates- and_ductsizes- for.enclosed areas -for the listed system size: 3 1/ ton -1,300 cfm and 16" round duct, 5 ton - 1,800 cfm and 18" round duct, 7 ton - 2.400 cfm and 20" round- duet: The air ducts sizes that provide both. the supply and -wet side air.from the. outside are to be sized as follows: 3 '/Z ton (3,000 cfm) - 20"x 20" (400 sq. in- free area) or 22" round, 5 ton (4,200 cfm) - 20" x 24" (480 s.i.f:a.) or 24" round, and 7 tort (5;600-cfm}-24' x-2.4" (600 s.i.f.a-) or.28" round. Louvers that are used at the point of air intake must be sized properly to prevent a d'etrimental-pressur-e.dFop: Intake louvers typically. have 60-70°/Q free. area for the rated size. Therefore, for example, a 22" round or 20" x 20" rectangular duct would require a nominal 24" x 24" intake louver. FROM : FAX NO. : Jul. 08 2003 11:16AM P4 fir filtration The systern comes, standard with-a..filter. the iulet..and outlet of the cooling section. The inlet filter can be a pleated standard or pleated anti -microbial filter. Pleated filters are required to provide-in-inimum. pressure drop�and rnore_sucface_.area_ Air filtration is also achieved in the direct stage. At the outlet between the direct stage and the supply blower is a third filter which is a 40%T oversized washable -electrostatic ftlw for; the capture of allergens, bacteria, dirt, and spore in low micron sizes. This filter has a life time warranty. Filtration takes place through the system independent of whether the cooling_system.i's nRerating- Ai.r ventilation Air ventilation is the mode in which -air is supplied to the home without-the_cooling, section operating, in this mode; outside air pressurizes the home and cools the home as long as the temperature outside is comfortable. This shoutd be- rip -to- 78- degrees -outside, Air is moved through the home and out through relief dampers or through windows. Thermostat A digital display, 1 t -5 - volt thermostat_is.pravided_ A.switch,allows a selection between ventilation and pump (cooling). A second switch provides Off — Low speed supply blower - High speed suppty blower: :fin -internal timert in- the therm osMvprovides-&.t_w, minute delay before the supply blower starts to allow pre -cooling of the indirect heat exchanger. The thermostat has a digital display showing room temperature. The, operating set point can be easily changed. The set point controls the system supply blower whether in the ventilation mode or cooling mode. Air > emperature. senor (optional) This sensor is --used to-automaticalby switch -from ventilation to cooling= It is. used to sense outside air temperature based on a set point. This set point can be changed at the system. By adjusting this set point, the system will start the -cooling section-on-t€mperature-rise and shut off the cooling section when outside temperature drops. This option significantly reduces energy usage. Hum. idistat-and-control-vaLves. (optigonal A humidistat carr be i-astalled at a point_- there_air.istelie_ved_through.the_ ceiling. This humidistat can control the amount of moisture being added to the direct stage. This application works well in areas where the outside temperature -may -drop du4ng summer. rain showers or other outside high moisture conditions. This will only function when the indoor set point is near 80 degrees as less moisture in the direct stage wilrrise the indoor temperature. FROM : FAX NO. ControI5!eIectrical Jul. 08 2003 11:17AM PS All electrical components are either UL approved, tested-, recognized' of recauunended. T.he.system requires a dedicated circuit with a recommended ground fault breaker. The 3.5 ton requires a 20 amp circuit breaker at 115 volt power. The 5 ton requires -a 25 amp, circuitbreakcr at 11.5 volt power. A 30 amp circuit breaker is recommended for the 7 ton at 115 volt power. Check with an electrical contractor for the 5 and 7 ton systems using optional 230L volt.power.. Wire size is depended on amp draw and length of wire run. The system will draw l Ya — 2 '/d hp depending on system size. Controls/water Water is supplied to the reservoir thfough a-€loat_vaLve. Fresh -water is. added when the level in the stainless steel reservoir drops below the float valve setting. Hard water is removed from the system by a proprietary catch overflow system--SmalrMoTK. dater is removed at an approximate rate of. l gallons per minute to insure fresh water in the reservoir. Water is only removed during the cooling cycle. The process can be modified- after- installation Lo rtcrease f1Qw in high water nuneral areas or water well installations. A tttanual.drain valve. is supplied standard for seasonal drainage. Svsterty weights. Dry weight is thetotaLs,4ippirtg.w:eight_including.the..supply blower cabinet. Wet weight is the approximate operating weight with water in the reservoir and in the cooling section less the supply blower cabirteE The supply blower..cabiner_is_fisted separately. Dry shipping weight- 3.5 ton-: 365 -lbs- S ton: 3-Q5-14. 7 torL 445 lbs Cooling section wet weight: 3.5 -tort: 44-5_ lbs- 5- torL.4.QQ Lbs_ 7 ton: 545 lbs Supply blower cabinet: 1:5 ton: 8,9lbs-5 tow. 90.1bs. 7 ton: 9Q lbs in,eAfreTM DIMENSIONS 5 TON - SIDE YIEW 011-NRUS CORP 2002 — All rights teservell MA 71 70 o 3 c m co ti m G W CD D 3 W E,Yl�9f/ST «✓EhZ FjU :rLy 9 owc-le IA.fi)T,4 O �.C�sS foie We CO�(E,2 QPT/O�tl/J,L /i✓TA�E ��THE,Q y�o IA#,AKo!�- F/GTS, Rhe WET S/mss I �itJ7'i9,CE B�owe�2 C��jl/E7" (��T7e/pdG CCO/Alff(4rAaV5 OP141V Woe- Yzr rad F��` t�-Q/45p- � FineAireT m COMPONENTS O)L':VRyS CORP 20p2 •- AJl right renewed 3,5 TON SYSTEM SHf )WN u V Air Cooling � Sc,�ction C=� T 1 R Air §upplv GC Blower !Qabinet 4' ice+ skipply oiu%vci UisdIA-1ge G:+ F n,eAireTm I?MENSIONS ALL SIZES— TOP VIEW Rcsefvuir @nd fY 'Y: )1:Nlt,US CORP 25102 — All righds resewc-d X Z 0 L. E. m co RI m m W m D 3 r (x 6 Not li07 F, AT Li (ge---rveev) Full Hle�p7 q x (a �-),o 10 /= Pogf5) VIII Fid 4JCI'a��JD04r CCo 7 ; �t �toa5i S1 is e I ALT&&". fc. ; roT, 7 Tk. - ► ;P.tsvjsjaiU T 0-2--0803 OU7i i TY BUILDING DEPARTMENT APPROVED 0,5:,5� �, �,,- t- , - 5 Z/ CheGl� �t2c,l,x 7rqa�1Pt� Z (-,.ol (4o,11L /7- M G keor lr- s 2.7. 7 3 = f7 x,51 33' F-1, y /1,0 -s 7- Zv �? �iVP�pl� iii '_ g' 14 epi W d ��.��1� 5 9 I � I 'm%Jr11V11AV1 %"A;r1ttL STRUCTURAL ENGINEER 5022 Sunrise Blvd. Fair Oaks, CA -95628 CLIENT DATE Z —e 2 JOB NO. By__� �"A SHEET NO. i. i. -L-J _4 --4---!­4--�--f__j"._, -J AP1 .6 EF .......... _j 4_4 .4-j-_4 • .. ....... L. J. • Al ....... .. j 'T :3 AA- L ... ......... ........... J. 3.j J7 T J� Fmn NEBS CU5T6; M"prinUng s (TVIce1-ar.0-i"de't,327 Aw STRUCTURAL ENGINEER • 5022 Sunrise Blvd. Fair Oaks, CA 95628 CLIENT JOB NO. BY DATE SHEET NO. r..f. No- G 1$-,c I=, . . ....... . . . + -i j -f .. 6- J.- 39 iN .... .. ....... I-- :4. Off. V-1 q J • -L 7- 1 .. .... .... A. 1 J ... ....... . T .. ........ . ... ...... L --.L- A— —i -4-- j- LJ- -L..; ... . ........ ...... .... .. .. .. .... .. ...... ... ... ........ r..f. No- G 1$-,c I=, F� Norman Sc -heel Structural En g i n e e r 5022 Sunrise Blvd. Fair Oaks, CA 95628 (916) 536-9585 (916) 536-0260 (fax) NORMAN SCHEEL Structural Engineer Email: normQnssexom ROBERT COON Project Manager Email: rob sse.com PAULO IBAREZ, P.E. Project Manager Email: gauio@nsse.com STEVE COOKSEY CAD Supervisor Email: steve(a)nsse.com STACY MARLIN Office Manager Email: stacvCiDnsse.com June •26, 2003 Eric Almquist 9513 Flintridge Way Orangevale, CA 95662 Re: Hole Penetration through Glu -lam Beam " Dear Mr. Almquist; I have analyzed these beams for the hole locations described in the attached letter and prepared sketches of each beam to show their locations. • These beams are structurally adequate for the loading conditions shown on the plans. Attached find the calculation for the worst case beam and the sketches of the hole locations. If you have any questions, please call me. GINEER f i V/SI o,N T-3 ©2-080 � BUTTE COUNTY BUILDING DIVISIOI' APPROVED 010 C ofie, 4av -1N kkk UOND. ft--Ptwvj \41) MA, 'o W319E ANAL BUTTE COUNTY d�o 10+ . 3'RtjimING DIVISION APPROVED 101 14VLr gIvV;U �! NSSE 5022 SUNRISE BLVD. T,) . FAIR OAKS, CA 95628 (916) 536-9585 Rev: 510302 User. KW0902320, Ver 5.1.3, 22-Jun1999, WIn32 (t) 1993-99 ENERCALC .,.._,..,.. . , .�-•s:-Baa-*-rc!:-.-r-- Description MAIN General Information Title : Shaw Residence Dsgnr: SS Description : PMHI Scope : Smith, Nevada General Timber Beam Job # 23178 Date: 4:14PM, 25 JUN 03 Page 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name LVL:3,500x9.500 Center Span 14.50 ft .....Lu 0.00 ft Beam Width Beam Depth 3.500 in 9.500 in Left Cantilever 2.00ft .....Lu 0.00 ft Member Type Allowable �. kkAllowable 6.3 k Right Cantilever Douglas Fir, 24F - V8 It .....Lu 0.00 ft Load Dur. Factor 1.000 Fb Base Allow 2,400.0 Fv Allow psi 190.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Area Required 10.002 in2 Max. M allow 10.53 Reactions... @ Right 0.000 in E 1,800.0 ksi fb 1,490.12 psi fv 66.71 psi Left DL 0.29 k Max 1.47 k Trapezoidal Loads Fb 2,400.00 psi Fv 190.00 psi Right DL 0.37 k Max 1.63 k Deflections #1 DL @ Left DL @ Right 20.00 #/ft 20.00 #/ft LL @ Left 53.30 #/ft LL @ Right 53.30 Start Loc rt -2.000 ft Max. Right Reaction 1.63 k #/ft End Loc 6.000 ft #2 DL @ Left 55.00. #/ft LL @ Left 147.00 #/ft Start Loc 6.000 ft DL @ Right 55.00 #/ft LL @ Right 147.00 '#/ft End Loc 14.500 ft Point Loads ]US IDs Live Load 747.0 lbs lbs lbs lbs lbs lbs lbs ...distance 6.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft ..:. -- --• -r-••••• Beam Design OK Span= 14.50ft, Left Cant= 2.00ft, Beam Width = 3.500in x Depth = 9.5in, Ends are Pin -Pin i uLai wau -0.523 in wn %.anurover... Deflection ueaa L.oaa 0.039 in Max Stress Ratio 0.621 : 1 ...Location 7.448 ft Maximum Moment 6.5k -ft Maximum Shear* 1.5 2.2 k ...Length/Deft 1,215.6 Allowable �. kkAllowable 6.3 k ...Length/Deft 1,750.8 Max. Positive Moment 6.54 k -ft at 6.459 ft Shear: @ Left 1.32 k Right Cantilever... Shear Analysis Max. Negative Moment -0.04 k -ft at 0.000 ft @ Right 1.63 k @ Right Support Max @ Left Support -0.15 k -ft Camber: @ Left 0.059 in Deflection 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.149 in Area Required 10.002 in2 Max. M allow 10.53 Reactions... @ Right 0.000 in ...Length/Deft 0.0 fb 1,490.12 psi fv 66.71 psi Left DL 0.29 k Max 1.47 k Stress Calcs Fb 2,400.00 psi Fv 190.00 psi Right DL 0.37 k Max 1.63 k Deflections Deflection ____ ­_ -0.099 in i uLai wau -0.523 in wn %.anurover... Deflection ueaa L.oaa 0.039 in I otal Load 0.214 in ...Location 7.448 ft 7.250 ft ...Length/Deft 1,215.6 223.9 ...Length/Deft 1,750.8 332.56 Right Cantilever... Shear Analysis @ Left Support @ Right Support Design Shear Deflection 0.000 in 0.000 in Area Required 10.002 in2 11.674 in2 ...Length/Deft 0.0 0.0 Stress Calcs Bearing @ Supports Bending Analysis 1.47 k Bearing Length Req'd 0.748 in Max. Right Reaction 1.63 k Ck 22.210 Le 0.000 ft Sxx 52.646 in3 Area 33.250 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 6.54 k -ft 32.69 in3 2,400.00 psi @ Left Support 0.15 k -ft 0.73 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.90 k 2.22 k Area Required 10.002 in2 11.674 in2 Fv: Allowable 190.00 psi 190.00 psi Bearing @ Supports Max. Left Reaction 1.47 k Bearing Length Req'd 0.748 in Max. Right Reaction 1.63 k Bearing Length Req'd 0.829 in ?' NSSE 5022 SUNRISE BLVD. FAIR OAKS, CA 95628 (916) 536-9585 Rev: 510392 User. KW -0902320, Ver 5.1.3, 22 -Jun -1999, WIn32 (c) 1993-99 ENERCALC Description MAIN Title : Shaw Residence Dsgnr: SS Description: PMHI Scope: Smith, Nevada General Timber Beam Job # 23178 Date: 4:14PM, 25 JUN 03 M, V, & D @Specified Locations Moment Shearar De -.. Deflection , @ Center Span Location = 0.00 ft -0.15 k -ft 1.32 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 It -0.15 k -ft 1.32 k 0.0000 in Page 2 M May 19, 2003 Mr. Gates Poore Structural Engineer Structural Systems 2221 Claremont Carmichael, CA 95608 Sent via facsimile to 916-483-0171 Dear Gates: I continue to have problems with the Butte County Building Department regarding the holes that had to be drilled in the 91/2 inch glu-lam beams that support the second story of the residence that I am now building up in Yankee Hill. You will recall that you wrote a letter regarding the problem. In that letter, you stated that the holes had to be within one third of the beam from supporting walls and in the middle third of the width of the beam.. Unfortunately, several of the holes are not in these areas and the building department is requiring more engineering calculations. In addition, I have a problem with the headroom above the staircase that needs engineering. In order to run plumbing lines, the beam had to be drilled in several locations. Location "A" in the ceiling above the recreation room.. Location `B" is above the laundry room and locations "C" and "D" are above the master bedroom. In Location "A", there is one hole, one inch in diameter. The beam spans 166 inches from the outside wall to the load bearing wall between the rec. room and the laundry room. The center of the hole is 87 and %2 inches to the outside wall and 78 and 1/2 inches to the bearing wall. It is 7 and 3/8 h inches down from the top of the beam and 2 and 1/8h inches up from the bottom of the beam. In location `B" there are three holes, each of which is one inch in diameter. The beam spans 101 inches. The center of hole one is 12 1/2 inches from the load bearing wall. It is 6 and 1/8h inches down from the top of the glu-lam.beam and 3 and 3/8t' inches up from the bottom of the beam. Hole 2 is 20 and 3/4t" inches from the load bearing wall. Its center is 6 and 1/4t' inches down from the top of the beam and 3 and 1/4t' inches ux from the bottom. Hole 3 is 31 inches from the load bearins wall. Its center is 6 and 5/8 inches down from the top of the beam and 3 and 1/8 inches up from the bottom of the beam. These holes would appear to,be within the areas referenced in your first letter to me. Mr. Gates Poore May 19, 2003 Page 2 In location "C" there are five holes, each of which is one inch in diameter. The beam spans 135 inches. The centers of these holes are 79 and 7/8th inches, 74 and 7/8th inches, 58 and 3/4th inches, 54 and %Z inches and 38 and 7/8th inches from the outside wall. Some of these holes may not be within the requirements set out in your first letter to me. In location "C" also is the 2 and 1/4th hole which you previously addressed. Its center is 9 and 5/8th inches from the load bearing wall. I need structural calculations on the effects of these holes on the strength of the beam. You may recall that the second floor is cantilevered out two feet around the entire home. In the course of construction, I decided to make the stairs less steep. The building inspector tells me that I am now an inch or so short of having minimum headroom. I need know how much I can cut out of the nine and 1/2 inch glu-lam header above the stairs so that I can increase the headroom. I need a minimum of 2 inches. Thank you for your assistance. I have pictures of the holes and the header above the staircase that I can e-mail to you and I can fax the floor plans if you need them. Very truly yours: Eric Almquist Eric 8AAgates poore beam engineering.doc Gc7r/�2 d/a (73 `a,2 s cone- vIC Lki 0& k Cvf f, 7-k cq c S r.,z (, cT u r./%L 3 E.a /CJs 11--' z c tural ♦pe.C� ���� Cues off. (Soa)e-t��a 6ngmerrmy cosss dewals 'VAX (�/6p, e®s-Ov90 BUTTE COUNTY BUILDING DIVISION APPROVED .6%Z63 R# o Lural P,5 ! q F r,? 7 C44cs p,+roD 3/-z /02- / f� ��=o o Z. Itk v1sT o = 327 QL., � ,f I 4A, /a DJ L43r- JV/ ST 6'NP «4D OA/ Jv/.57:!r 2 � -,3 ?U rN C c. 64 r7C-- !l2 7PYigr D av it wis `l s D u C- Tz:�- D �� z. io Y �IJ.�-• t L,L. 3 ur s1— !� „s/�•9C��✓�i orSr` .Tmrsi /f es *3 C,M) L0�4f� = Z.�, 0927 rd + 5157_. :s C /ZEAS iv&- Tlfl: 2OOF LA -A4 L t. v r 1 ruvty r,? 7 C44cs p,+roD 3/-z /02- / f� ��=o o Z. Itk v1sT o = 327 QL., � ,f I 4A, /a DJ L43r- JV/ ST 6'NP «4D OA/ Jv/.57:!r 2 � -,3 ?U rN C c. 64 r7C-- !l2 7PYigr D av it wis `l s D u C- Tz:�- D �� z. io Y �IJ.�-• t L,L. 3 ur s1— !� „s/�•9C��✓�i orSr` .Tmrsi /f es *3 C,M) L0�4f� = Z.�, 0927 a� Ac II 2x8 P.T. — _JII JL _ -I•I _J�L L IBJ _ - - - TR 'T. M BOA - — _ m v G - -_ - _- PLY F IT PROVIDE 2x SOL ;. I I BLOCKING OVER 'ALL --I-- -- -- - II BEAMS,& BEARIN U) ^ I I WALLS, TYPICAL J > I 3� > 3/4° T&G PLYWOOD N o 1I N STAGER SHEATHING \� 'N p 1 mo II d� N J \ II I i M BOARD OPEN FOR STAIRS I o i _ J 31611 31911 1-3/4"x9-1/2" VERSA RIM BOARD LAM (2800Fb DF PROVIDE SOLID BLOCKING OVER ^ _ _ Q I BEAMS,: BE _ - - Lo I WALLS, TYPICAL I N LL I I > o I (3) STAIR STRINGERS II t N O I I CUT FROM 2x12's- C14 - 000 \ II N I 4 N I �\ X II N II I O U m -- -- -- - _ _ -- 2x8 P.T. LEDGER - ; I - - -- 3/8" R.S. -- `PLYG. SOFFIT- _- - 3/8" R.S. - _ - - PLYD. --__----____� SOFFIT - -- BOARD I 1 I II 1-1/8" STRUCT. RIM 1-1/8 - - - _ _ STRUCT. RIM BOARD NII=-===--------=-F� I -JOIST w/ oil ; 4 RIM BOARD w NOTE!! c"::' ALL DECK FRAMING IIo I-) d CL (SHOWN DASHED) IS 11:2 `` TO BE PRESSURE ' II 5E+I o TREATED x _ _ _ — N == — --- = ill o ''I - in c0 '� �, 6.0' Ii N ° 10 0' III 10,01, I—=_____________�.1 16 0, 1 ' I 8 1 0„ 3/4" FLAN —JOIST ® 16" O.C. (1-3/4" FLANGE) 2x6 SPACED T.K. CEDAR DECKING OVER JOIST 9-1/2" 1 -JOIST @ 16" O.C. (1- rGA - ly }a• --TYPICAL .06 .yE' ;i+•i. a'w'e* rl` zi FLOOR LINE ABOVE ----- 1---- ST OP 20: � 7' S" 5 60610 SLGL DR 11 5" 5040 SLDR 12" BRG HDR 0 4x6 ---+ X 12" BRG HDR I ® POST D w U "� I w ►- 10 (0o CL cri a- ZERO CLEARANCE j� BATH C14 "' FIREPLACE (INSTALL VINYL d PER MFG SPEC.) �fv 6/0 �W 316" MASTER ' _ j: ��' _ RECe ROOM BEDROOM I to 2/4 LINNET CARPET—' CARPET — CAB _ �� -R 46 UL APPROV'D `-V 2/6 SMOKE DETECTOR "' 3'9-1/2" 4 �2-1 2' PROVIDE (1)NO-iE1LAYERS No/BA BATTERY _ $D 4'6-1/'211 OF 5/8" TYPE X GYPSUM BACKUP � 36" HIGH RAILI G WALLBOARD UNDER 2/6 I NEWEL STAIRS USABLE Sr ACE • (1 HOUR FIRE PROTECTIOI` CARPET 3. ZP uP 84511 DST SD 2/6 SD to �T � ; � - 2/8 - r 4x4 P05 _r _-- 31411 12" BR'G HDR �6 1 11" —4::- 1 -tom------- DESK N1' z - w to -- z BR'G HDR:, $IDROOM 2 i w 3/6 CARPETIM N BR -G HDR UTILITY C14g/0 4'6-1/2" 2'4-1/2" VINYL Iw N 3/0 N +� 1� �' 2/6' DR1'__ WASH. 12" DF —1 RG H R "020 SLDI I 6x6 POST ' � 6x6 POST 6020 SLDR I ® I ___----------------- -- I 22 ' 10" FLOOR LINE ABOVE ; I FLOOR LINE ABOVE I 1 1 I 1 � I I 2 61211 7'0" 8.4.. 131211 1 211 �7 40'0" 12'7-1/2" Cot almquist beam 3 { �� J� ""`" ` �� 3 1/2" x 9 1/2" 1.5E TimberStrand@ LSL @ 16" O/C ��� TJ-Beam(TM) 6.05 Serial Number: Page EngneVesion:11..5. User: 2 z THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 13' E;::: 2❑ Product Diagram is Conceptual. LOADS: ( Analysis is for a Joist Member\T4 0// A'2- Primary 'ZPrimary Load Group - Residential - Living Areas (psf)��ive at 100 % duration�_T,8 Dead Vertical Loads: Type Class Live . Dead Location Application Comment Point(lbs) Floor(1.00)r 1219, 850. 0 SUPPORTS: Maximum Design Control Control Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Moment (Ft -Lbs) -4636 -4636 1 Stud wall 3.50" 3.50" vLive/Dead/Uplift/Total '2008 / 11"32)N0 / 3140 E1: Blocking 1 Ply 1" a -Rim Boarde 2 Stud wall 3.50" 3.50" A3: Rim Board 1 Ply 1 1/4" 0.8E TJ -Strand Rim Board® 11&� 391/-95/-356/ E41:Iocking,A3: Left OH under Floor ALTERNATE span loading Total Load Defl (in) DE OZ.GL -See TJ SPECIFIER'S / BUILDERS GU for detail(s): Rim Boardei o NGy O.v �-w I.J 5'P4 A,7 DESIGN CONTROLS: -Deflection Criteria: STAN DAR D(LL:U480,TL:U240). Additional checks follow. -Left Overhang:(LL:0.200", TL:2U240). -Allowable moment was increased for repetitive member usage. -Uplift exceeds 200 lbs for unbalanced load. -Deflection analysis is based on composite action with single layer of 19/32", 5/8" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32", 5/8" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 3.66 PROJECT INFORMATION: Copyright V 2002 by Trus ,foist, a Weyerhaeuser Business TimberStrandN is a registered trademark of Trus Joist. OPERATOR INFORMATION: Gates Poore Structural Systems 2221 Claremont Sacramento, California 95608 Phone: 916 4887654 gates@winfirst.com Maximum Design Control Control Location Shear (lbs) -2252 -2172 8867 Passed (24%) Left OH under Floor loading Moment (Ft -Lbs) -4636 -4636 10489 Passed (44%) MID Span 1 under Floor ALTERNATE span loading Live Load Defl (in) 0.100 0.200 Passed (2U513) Left OH under Floor ALTERNATE span loading Total Load Defl (in) 0.161 0.215 Passed (21-1319) Left OH under Floor ALTERNATE span loading TJPro 64 30 Passed Span 1 -Deflection Criteria: STAN DAR D(LL:U480,TL:U240). Additional checks follow. -Left Overhang:(LL:0.200", TL:2U240). -Allowable moment was increased for repetitive member usage. -Uplift exceeds 200 lbs for unbalanced load. -Deflection analysis is based on composite action with single layer of 19/32", 5/8" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32", 5/8" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 3.66 PROJECT INFORMATION: Copyright V 2002 by Trus ,foist, a Weyerhaeuser Business TimberStrandN is a registered trademark of Trus Joist. OPERATOR INFORMATION: Gates Poore Structural Systems 2221 Claremont Sacramento, California 95608 Phone: 916 4887654 gates@winfirst.com nG sd� almquist beam 3 7-K t ""V`'�`''"""`""'`""' TJ-Beam(TM) 6.05 Serial Number: 3 1/2" x 9 1/2" 1.5E TimberStrand® LSL @ 16" o/c User: 2 6/1312003 3:59:20 PM Page Engine Version: 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business TimberStrandW is a registered trademark of Trus Joist. OPERATOR INFORMATION: Gates Poore Structural Systems 2221 Claremont Sacramento, California 95608 Phone : 916 4887654 gates@winfirst.com C) er~w almquist beam 3 "` TJ-Beam(TM) 6.05 Serial iimin � 3 1/2" x 9 1/2" 1.5E TimberStrand® LSL @ 16" o/c Number: User:2 6/13/2003 3:59:20 PM Page Engine Version: 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 2' 1.75" ^ 10' 7.75" ^ Max. Vertical Reaction Total (lbs) 3140 -356 Max. Vertical Reaction Live (lbs) 2008 391 Required Bearing Length in 2.11(W) 1.50(W) Max. Unbraced Length (in) 156 32 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) -2172 808 57 Max Shear (lbs) -2252 888 -17 Member Reaction (lbs) 3140 17 Support Reaction (lbs) 3140 35 Moment (Ft -Lbs) N/A -4636 2 Live Deflection (in) 0.070 -0.041 Total Deflection (in) 0.131 -0.088 ALTERNATE span loading on odd # spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) -2172 499 371 Max Shear (lbs) -2252 512 359 Member Reaction (lbs) 2764 -359 Support Reaction (lbs) 2764 -356 Moment (Ft -Lbs) N/A -4636 N/A Live Deflection (in) 0.100 -0.087 Total Deflection (in) 0.161 -0.136 - ALTERNATE span loading on even # spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) -867 547 -204 Max Shear (lbs) -881 627 -278 Member Reaction (lbs) 1508 278 Support Reaction (lbs) 1508 296 Moment (Ft -Lbs) N/A -1857 455 Live Deflection (in) -0.030 0.051 Total Deflection (in) 0.031 0.010 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) -867 238 110 Max Shear (lbs) -881 251 98 Member Reaction (lbs) 1132 -98 Support Reaction (lbs) 1132 -95 Moment (Ft -Lbs) N/A -1857 N/A Concentrated live load on overhang (s), all dead load on span(s) Deflection (in) 0.089 0.000 All dead load and concentrated live load on overhang(s), all dead load on span(s) Deflection (in) 0.156 0.000 All dead load on overhang (s), all live load on span(s) Deflection (in) 0.000 -0.015 PROJECT INFORMATION: Copyright o 2002 by Trus Joist, a Weyerhaeuser Business TimberStrandN is a registered trademark, of Trus Joist. OPERATOR INFORMATION: Gates Poore Structural Systems 2221 Claremont Sacramento, California 95608 Phone: 916 4887654 gates@winfirst.com P6 6dF— $jn�o� P(i 70 rK almquist beam #2 -no " TJ-Beam(TM) 6.05 Serial Number:: ro� r "`""'`"" 9 1/2" TJIO/PTM, -100TS @ 16" o/c User: 2 6/13/2003 5:08.26 PM Pagel Engine Version: 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED D,L� ONLY f�2 CoivTl�✓k��4f OGtf/c�.� L.ah4Wf ®Overall imenn2- 2❑ Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. CTJ I A ti Primary Load Group - Residential - Living Areas (psf): 0.0 Live at 100 % duration, 10.8 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 0 850 0 - F � �toa� � 2.1.6 STwty C.V h GC,S SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 0 / 1132 / 0 / >Q E1: Blocking 1 Ply TJI®/Pro(TM)-100TS 2 Stud wall 3.50" 3.50" 0 / -95 / -95C 95 A3: Rim Board 1 Ply1 1/4" 0.8E TJ -Strand Rim Board® / (4PI-)lair' W045r r'fs'C -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): E1: Blocking,A3: Rim Board DESIGN CONTROLS: -Deflection Criteria: STAN DARD(TL: U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32", 5/8" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32", 5/8" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.23 PROJECT INFORMATION: almquist - #2 no live loads Copyright O 2002 by Trus Joist, a Weyerhaeuser Business TJI@ and TJ-Beamo are registered trademarks of Trus Joist. e -I Joist'",Pro'" and TJ -Pro`" are trademarks of Trus Joist. C:\Documents and Settings\mort\Desktop\almq-bmR2-noLL.sms OPERATOR INFORMATION: Gates Poore Structural Systems 2221 Claremont Sacramento, California 95608 Phone : 916 4887654 gates@winfirst.com Maximum Design Control Control Location Shear (Ibs) -881 -879 1008 Passed (87%) Left OH under Dead loading Vertical Reaction (Ibs) 1132 1132 2106 Passed (54%) Bearing 1 under Dead loading Moment (Ft -Lbs) -1857 -1857 1877 Passed (99%) MID Span 1 under Dead loading Total Load Defl (in) 0.160 0.215 Passed (2U322) Left OH under Floor loading TJPro 50 30 Passed Span -Deflection Criteria: STAN DARD(TL: U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32", 5/8" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32", 5/8" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.23 PROJECT INFORMATION: almquist - #2 no live loads Copyright O 2002 by Trus Joist, a Weyerhaeuser Business TJI@ and TJ-Beamo are registered trademarks of Trus Joist. e -I Joist'",Pro'" and TJ -Pro`" are trademarks of Trus Joist. C:\Documents and Settings\mort\Desktop\almq-bmR2-noLL.sms OPERATOR INFORMATION: Gates Poore Structural Systems 2221 Claremont Sacramento, California 95608 Phone : 916 4887654 gates@winfirst.com almquist beam #2 -no "' '""'�`"`s`""` TJ-Beam(TM) 6.05 Serial Number: 9 1/2" TJIO/Pro TM -100TS @ 16" o/c User: 2 6/13/2003 5:08:27 PM Page Engine Version: 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Live load on portion of joist area is very low. PROJECT INFORMATION: almquist - #2 no live loads Copyright 6*) 2002 by Trus Joist, a Weyerhaeuser Business TJ10 and TJ-BeamV9 are registered trademarks of Trus Joist. e-1 Joist -,Pro- and TJ -Pro- are trademarks of Trus Joist. C:\Documents and Set tings\mort\Desktop\almq-bmN2-noLL. sins OPERATOR INFORMATION: Gates Poore Structural Systems 2221 Claremont Sacramento, California 95608 Phone: 916 4887654 gates@winfirst.com almquist beam #2 -no TJ-Beam(TM) 6.05 Serial Number:' 9 1/2" TJI®/Pro(TM)-100TS @ 16" o/c User: 2 6/13/2003 5:08:27 PM Page Engine Version: 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 2' 1.75" ^ 10' 7.75" ^ Max. Vertical Reaction Total (lbs) 1132 -95 Max. Vertical Reaction Live (lbs) 0 0 Selected Bearing Length (in) 3.50(W) 3.50(W) Max. Unbraced Length (in) 33 32 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) -879 246 99 Max Shear (lbs) -881 251 98 Member Reaction (lbs) 1132 -98 Support Reaction (lbs) 1132 -95 Moment (Ft -Lbs) N/A -1857 N/A Live Deflection (in) 0.000 0.000 Total Deflection (in) 0.160 -0.136 ALTERNATE span loading on odd # spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) -879 246 99 Max Shear (lbs) -881 251 98 Member Reaction (lbs) 1132 -98 Support Reaction (lbs) 1132 -95 Moment (Ft -Lbs) N/A -1857 N/A Live Deflection (in) 0.000 0.000 Total Deflection (in) 0.160 -0.136 ALTERNATE span loading on even # spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) -879 246 99 Max Shear (lbs) -881 251 98 Member Reaction (lbs) 1132 -98 Support Reaction (lbs) 1132 -95 Moment (Ft -Lbs) N/A -1857 N/A Live Deflection (in) 0.000 0.000 Total Deflection (in) 0.160 -0.136 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) -879 246 99 Max Shear (lbs) -881 251 98 Member Reaction (lbs) 1132 -98 Support Reaction (lbs) 1132 -95 Moment (Ft -Lbs) N/A -1857 N/A Concentrated live load on overhang (s), all dead load on spans) Deflection (in) -0.016 0.000 All dead load and concentrated live load on overhang (s), all dead load on span s) Deflection (in) 0.160 0.000 All dead load on overhang (s), all live load on span s) Deflection (in) 0.000 -0.164 PROJECT INFORMATION: almquist - #2 no live loads Copyright 0 2002 by 'Trus Joist, a Weyerhaeuser Business WIN and TJ -Beams) are registered trademarks of Trus Joist. e -I Joist-,F'ro- and TJ-I'•ro`" are trademarks of Trus Joist. C:\Documents and Set Li ngs\mort\Desktop\almq-bmll2-noLL.sms OPERATOR INFORMATION: Gates Poore Structural Systems 2221 Claremont Sacramento, California 95608 Phone: 916 4887654 gates@winfirst.com vNu raw Span Dead Load Live Load Cantilever Span Span Uniform Dead Load Uniform Live Load Point #1 DL LL @X 14.50 12.00 40.00 ft 2.00 Vft 12.00 Vft 40.00 lbs 735.00 lbs 1,050.00 ft 2.000 Results 1-14 loop 0.7853 STRUCTURAL SYSTEMS Title: ALMQUIST RESIDENCE Job # 7/< in -k 2221 Claremont Road Dsgnr: Terry Koelzer Date: 11:57AM, 17 JUN 03 @ X = Carmichael, CA 95608 Description : 5.28 Tel. [916[ 488 7654 Scope : analyze holes in beams in -k Fax. [916] 483 0171 Rev: 510300 User: KW -0601009, Ver 5.1.3, 22-Jun-1999,Win32 Timber Beam & Joist Page 1 (c) 198399 ENERCALC — —__- c:lec\almquist2.ecw:Calculations Description _ _ 3 1/2x9 1/2 [BM#1] w. 1/2 doorway header end load & no trim [actual trim only to end 3' 9" Max. DL+LL of beam - center section is to remain full depth] Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements fv : Actual BM1 w.1/2 door Timber Section3.5x9.5 Fv : Allowable Beam Width in 3.500 Beam Depth in 9.500 Le: Unbraced Length ft 0.00 Tlmber Grade Douglas Fir - Larch Fb - Basic Allow psi 1,300.0 Fv - Basic Allow psi 85.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.250 Member Type Glul-am Repetitive Status No vNu raw Span Dead Load Live Load Cantilever Span Span Uniform Dead Load Uniform Live Load Point #1 DL LL @X 14.50 12.00 40.00 ft 2.00 Vft 12.00 Vft 40.00 lbs 735.00 lbs 1,050.00 ft 2.000 Results Ratio = 0.7853 Mmax @ Center in -k 8.66 @ X = ft 5.28 Mmax @ Cantilever in -k -44.09 fb : Actual psi 837.4 Fb : Allowable psi 1,625.0 Max. DL+LL lbs Bending OK fv : Actual psi 83.4 Fv : Allowable psi 106.3 Total Cant. Deft in Shear OK Reactions in 0.059 @ Left End DL lbs -16.03 LL lbs 290.00 Max. DL+LL lbs 273.97 @ Right End DL lbs 949.03 LL lbs 1,570.34 Max. DL+LL lbs 2,519.38 Deflections Center DL Defl --� in 0.059 L/Defl Ratio 2,973.9 Center LL Defl in -0.099 L(Defl Ratio 1,749.9 Center Total Defl in 0.094 Location ft 9.860 L/Defl Ratio 1,857.6 Cantilever DL Defl in -0.058 Cantilever LL Defl in -0.059 Total Cant. Deft in -0.117 L/Defl Ratio 409.8 0.1 0.1 0.1 0.1 0.1 0.( 0.( 0.( 0.( P5 TA n H 9 K 1/4 of tdb %v : 2 ntTiY)p Location Along Member (fl) Bending Moment (k -fl) Location Along Member (ft) 1.885 1.649 1.414 1.178 0.942 0.707 0.471 0.235 0.0 -0.170 y o0 1.65 3.30 4.95 6.60 8.25 9.90 11.55 13.20 14.85 16.50 Shear Load (k) Location Along Member (ft) - aj 12 of 7`K 5 u �vt or (fi �r ss d G� s Cvc, AZll,14lt4--, 7le" 'g5 /df /�,vvG �I ti,•4 � LGA � 3 3 �'`/t i- -allZ ---------- TJ it SJ-o�cY err SEE pGf /•oit- 62t'���IU� �/FLCkG�T�� er � <�2 /cam D,�y 3X iSune-ir'°r ppLto,41 *I Yd plc, fs �4�.�14.j � ►ir 1 /-7 / i3#�lh To 6E PZI/4h6FO Tv WRGI. L..O�QL"S j�l�}�2.q� ndIO F 4-c'40' -- 1' X G, I t S h ,-4 A107W. _ND ar c ij- SSui1 E •�'h N � C�tl� /ES // oG %`%. j� f G oi4.0 i ours w.}LL !C IiV✓�cKL� o� wda.s,r cel-Scj r -r er � <�2 /cam D,�y 3X iSune-ir'°r ppLto,41 *I Yd plc, fs �4�.�14.j � ►ir 1 /-7 / i3#�lh To 6E PZI/4h6FO Tv WRGI. L..O�QL"S j�l�}�2.q� ndIO F 4-c'40' -- 1' X G, I t S h ,-4 A107W. _ND ar c ij- SSui1 E •�'h N � C�tl� /ES // oG %`%. j� f G oi4.0 i �! 7`c23 Fo cwt i�7 c71 �, �-� °'F9 ri+ �� c�F i✓ /`1 G i E v�g 79 /S �G L Of AOUGL �,�,.F`/ X�oST Gv�f D rj E�9�Zf lti/moo 13 %H Lo -f p = � K 6��,t/0,4 , -f 4,4_1 4 V6 ACM JoifT /fie ! '/" 2z /, / -; 7 5 -5- 4�- 4 Z - baso L Z, (iv ?Lfti-ly C .irr 3 ` A r 52, -� 3, 25' Almquist Residence - 2 Story Yankee Hill, Ca. .1 /( `o 1 l Structural Systems 2221 Claremont Road 2 -Story ! Carmichael, CA 95608 Tel: (916) 488-7654 Date: 3-15-02 DESIGN LOADS: ROOF LOAD : DEAD LOAD: Roofing: metal+15# felt = 1.5 Sheating: 7/16" OSB= 1.6 Roof- & clg jsts : @ 24" o.c. = 2.3 Batt insulation: R30 = 1.2 CI'g: 5/8" Gyp. Bd = 2.8 Misc. = 0.7 Total Dead load = LIVE LOAD: Pitch of roof: 6 / 12 = 2 nd FLOOR LOAD : DEAD LOAD: Covering: carpet or parket = 3.0 3/4" Ply (60.4) = 3.0 Truss jsts @ 16" o.c.= 2.0 5/8" GB CI'g = 2.8 Misc. Incl insul. = 0.6 LIVE LOAD: EXTERIOR WALL: 2nd fl DEAD LOAD Total Dead load = Residential floor & stair = 2x6's @ 16" oc = log siding over 7/16 OSB Batt insul.(R19) = 5/8" Gyp. (5x0.6)= Misc.= 10.1 16 psf 1.7 4.2 0.8 2.8 0.5 11.4 psf ...40 psf Total Dead load = 1st fir DEAD LOAD: 2x6's @ 16" oc = 1.7 cultured stone siding over 7/16 OSB 15.0 Batt insul.(R19) = 0.8 5/8" Gyp. (5x0.6)= 2.8 Misc.= 0.5 Total Dead load = OZ-o8o3 el7TT8 t^OtfWTf 9[91Q1DINGsDEDARTMEN I APPROYPID 5/3//o Z P. 20.8 psf T3v1-L D1AlG LiL=Pr CoP� INTERIOR WALL: DEAD LOAD 2x4's@16"oc = 1.0 1/2" Gyp. both sides (2x2.4)= 4.8 Misc.= 0.2 Total Dead load = 6.0 psf Almquist Residence - 2 Story LATERAL CALCS ( in so ( in psf) SEISMIC: Roof area= 1380 Rf wt = 1.0.1 13869 # 1/2 ht 2nd Fl= 576 Ext wl.= 10.0 5760 # 444 Int wl.= 6.0 2664 # Sum Roof weight +1/2 Walls: W roof= 22293 # 1/2 ht 2nd Fl= 576 Ext wl.= 10.0 5760 # 444 Int wl.= 6.0 2664 # 2 nd FI. area= 1232 FI. wt = 11.4 14045 # 1/2 ht 1st F1= 528 Ext wl.= 20.8 10982 # 508 Int wl.= 6.0 3048 # Sum 2nd Floor weight + 1/2 Walls : W roof= 36499 # TOTAL Weight Roof + walls: W total = 58792 # W total = 58792 # V @ Base = 6872 # (see sh. L3) SEISMIC GOVERN OVER WINDLOAD: FOR VERT. DISTRIBUTION: USE UBC -97, SEC. 1630.5 (Vs -Ft) Wx hx Fx = Sum Wi hi Vs @ Bs= 6872 # T = Ct ( hn ) 3/4 = 0.70 ( sec 1630.2.2) Occurs if Ht Bldg < 115' : Therefore Ft = 0 Almquist Residence - 2 Story COMPLEX DESIGN BASE SHEAR. (U.B.C. "Long Period", (Velocity) Structure: CV V = W (30-4) RT But not more than, "Short Period" Structure 2.5 Ca I V = W (30-5) R But not less than: Vmin = 0.11 Ca I w For Seismic Zone 4, not less than: 0.8 Z Nv I Vmin = W (30-7) R WIND LOAD ( U.B.C.'97 sec. 1620) P = Ce Cq qs (w (18-1) Area Corr. Factor = h/o = 2.2 Roof : p = 9_7 psf Walls p = 12.6 psf 37. Sec. 1630.2.1 Struct Syst R = Bldg Height (ft) _ Bldg Weight W = Soil type: SD S. Zone: 3 SourceT: C Cv=0.54Nv= Ca=0.36 Na= Import. Factor I = T=Ct(hn)3/4= 5.5 (Tab.16-N) 17.1 ft 58,792 # (from prev. pag (no report avail.) Nv ( Tab 16-T) = 1 Na ( Tab 16-S) = 1 0.54 (Table 16-R) 0.36 (Table 16-Q) 1.0 (Table 16-K) 0.17 (sec1630.2.2) V long = Cv I W/ RT= 34322 lbs V short = 2.5 Ca I W/ R= 2§2L lbs Vmin = 0.11 Ca I w = 2328 lbs Govern V/1.4 = 6872 controls! atan (opp/12) = 0.464 (radient) = 26.565' Cq = (sin'a'x0.3)+(sin'a'x0.7) = 0.45 Cq wall = 1.3 " (Table 16 - H) qs 14.5 psf (75 mph) Z (Table 16 - F) IW 1.0 (Table 16 - K, cat. 4) 12 13.46 outward wind ♦0.7 n windwardleeward 0.8 inward 0.5 outward (Table 16 -G) Exp. 'C' Exp. 'B' ✓ 20' 1.13 0.67 Ce = 0.67 40' 1.31 0.84 60' 1.43 0.94 atan (opp/12) = 0.464 (radient) = 26.565' Cq = (sin'a'x0.3)+(sin'a'x0.7) = 0.45 Cq wall = 1.3 " (Table 16 - H) qs 14.5 psf (75 mph) Z (Table 16 - F) IW 1.0 (Table 16 - K, cat. 4) Almquist Residence - 2 Story WIND LOAD: Rr. EL: @ Roof (gable) 1/2 wl ht 2nd F1= LATERAL CALCS. (sf) 308 p roof= 12.6 psf. F roof= 3890 # 198 p wall= 12.6 psf. F wall= 2501 # Total Force from 1 st FI = Tot wind load @ 2nd FI: V tot. 6391 > 3691 Therefore : winds governs 1/2 wl ht 2nd F1= 198 p wall= 12.6 psf. F wall= 1/2 wl ht 1st F1= 189 p wall= 12.6 psf. F wall= Total Force from 1 st FI = Total Force @ Base= Tot wind load @ Base: V tot. = 11278 > 6872 Therefore : winds governs WIND LOAD: Rt. EL: Roof area = 1/2 wl ht.2nd FI 6391 # 2501 # 2387 # 4888 # 11278 # (sf) (=East) 98 p roof= 9.7 psf. F roof= 952 # 126 p wall= 12.6 psf. F wall= 1591 # Total Force from 1 st FI = Tot wind load @ 2nd FI: V tot. = 2543 < 3691 Therefore : seismic governs 1/2 wl ht.2nd FI. 126 p wall= 12.6 psf. F wall= 1/2 wl ht.1st Fl.= 108 p wall= 12.6 psf. F wall= 2543 # 1591 # 1364 # Total Force from 1 st FI = 2955 # Total Force @ Base= Tot wind load @ Base: V tot. = 5499 < 6872 Therefore : seismic governs 5499 # V6 -g-F� Almquist Residence @ Yankee Hill 2 -Story ! MAS" 2nd. FLOOR SHEARWALLS W/ Ft TO Rr LOADING. (WIND GOVERNS) (per UBC'97, sec. 1621.1: uplift = 2/3 ROTM ) Base shear force: 6391 Lbs Distribution Lines Lt Rt Distance between (Ft.) 0 44 Associate Distance (Ft.) 22 22 Line proportion 0.50 0.50 Shear force @ line (Lbs.) 3196 3196 Sum panel Igths @ line (Ft.) (9) 14 Hor. shear stress (Plf) 160-186 228 Use SHEARWALL Type OA OA — Zt.n Wall Height (Ft.) 8 8 Wall length (Ft.) 20 4 OTM (Ft. lbs.) 25564 7304. 2/3 ROTM (Ft. Lbs.) -20040 -546 Unresist. OTM (Ft. Lbs) 5524 6758 H D force Req'd (Lbs.) 281 1842 Use HOLDOWNS Type z6�- A2 ri = (ViN)10/Iw= 0.25 Redun'cy factor p = -0.3 has to be 1.0<p<1.5 therefore, use . 1_0 FI. area As (sf) = 1232 p = (2-20) /r max V AB OTM = Hor. Shear x ht x Ig Total Dist. (ft)= 44 ROTM = (wt x ht) I x 1/2 Wall Height (ft)= 8 Unres. OTM = OTM-ROTM Wall Wt Ext (psf 10 Wall Wt Int (psf) 6 Tot. panel Igth @ Lt: ?Z T.Ln.prop:100% 1.0 10-' ll+ 4. �, Total Shear F. = 6391 Tot. panel Igth @ Rt 1;4. = 1ii i4 Wt Roof (psf) = 10.1 Tribut. Roof (ft) 2 Tribut. Roof (ft) 2 Almquist Residence @ Yankee Hill 1st. FLOOR SHEARWALLS W/ Ft TO Rr LOADING. (WIND GOVERNS) (per UBC'97, sec. 1621.1: uplift = 2/3 ROTM ) Base shear force: 6872 Lbs. Distribution Lines Lt Rt Distance between (Ft.) 0 42 Associate Distance (Ft.) 21 21 Line proportion 0.50 0.50 Shear force @ line (Lbs.) 3436 3436 Sum panel Igths @ line (Ft.) 14 7 Hor. shear stress (Plf) 245 491 Check min.= Ht / wdth ratio = 3.5 / 1 Wt Floor (psf) = 11.4 Use SHEARWALL Type OA 5 Wall Height (Ft.) Wall length (Ft.) OTM (Ft. lbs.) 2/3 ROTM (Ft. Lbs-) Unresist. OTM (Ft. Lbs) H D force 1st FI (Lbs.) H D force 2nd FI (Lbs.) Total H D force (Lbs.) Use HOLDOWNS Type 8 8 3.5 7 6872 27488 -1159 -5314 5713 22174 1802 3324 281 1842 2083 A / Tot. panel Igth @ Lt:(4+6.5+3.5 = 14 Tot. panel Igth @ Rt: =7 7 5166 A V,7or j FI. area As (sf) = 968 p = (2-20) /r max V AB Total Dist. (ft)= 42 OTM = Hor. Shear x ht x Ig Wall Height (ft)= 8 ROTM = (wt x ht) I x 1/2 Wall Wt Ext (psf 20.8 Unres. OTM = OTM-ROTM Wall Wt Int (psf) 6 T.Ln.pr:100%= 1.0 UBC sec 2314.1: Total Shear F. = 6872 Check min.= Ht / wdth ratio = 3.5 / 1 Wt Floor (psf) = 11.4 Min pnl wdth (ft) =Ht /3.5 2_3 Tribut. Floor (ft) 5 Tribut. Roof (ft) 2 Almquist Residence @ Yankee Hill 2nd. FLOOR SHEARWALLS W/ Lt TO Rt LOADING. (SEISMIC GOVERNS) (per UBC'97, sec. 1621.1: uplift seismic load = ROTM ) Base shear force: 2543 Lbs. Distribution Lines Ft Rr Distance between (Ft.) 0 28 Associate Distance (Ft.) 14 14 Line proportion 0.50 0.50 Shear force @ line (Lbs.) 1272r 1272 Sum panel Igths @ line (Ft.) 24 15 Hor. shear stress (Plf) 53 85 Use SHEARWALL Type < OA Wall Height (Ft.) 8 8 Wall length (Ft.) 6 4 OTM (Ft. lbs.) 2543 2713 ROTM (Ft. Lbs.) -3773 -1933 Unresist. OTM (Ft. Lbs) -1230 780 H D force Req'd (Lbs.) -217 212 Use HOLDOWNS Type A0 A / i ri = (vi/v)1omw= 0.21 FI. area AB (sf) = 1232 Redun'cy factor p = -0.7 p = (2-20) /r max V AB has to be 1.0<p<1.5 therefore, use . 1.0 OTM = Hor.Shear x ht x Ig Total Dist (ft)= 28 ROTM = (wt x ht) I x 1/2 Wall Height (ft)= 8 Unres.OTM=OTM-ROTM Wall Wt Ext (psf 10 Wall Wt Int (psf) 6 / Tot.Ln. P.100%= 1.0 Tot. panel Igth @ Ft: 4@6 = 24 Total Shear f = 2543 Tot. panel Igth @ Rr: 4+4+7 = 15 Wt Roof (psf) = 10.1 Tribut. Roof (ft) 16 Tribut. Roof (ft) 16 vj eF Almquist Residence @ Yankee Hill 1st. FLOOR SHEARWALLS W/ Lt TO Rt LOADING. (SEISMIC GOVERNS) (per UBC'97, sec. 1621.1: uplift seismic load = ROTM ) Base shear force: 6872 Lbs. Distribution Lines Ft Rr Distance between (Ft.) 0 24 Associate Distance (Ft.) 13 12 Line proportion 0.54 0.50 Shear force @ line (Lbs.) 3722 3436 Sum panel Igths @ line (Ft.) 22 24 2L Hor. shear stress (Plf) 169 143 / / Use SHEARWALL Type OA < A Wall Height (Ft.) 8 8 Wall length (Ft.) 22 6 OTM (Ft. lbs.) 29779 6872 ROTM (Ft. Lbs.) -16020 -2612 Unresist. OTM (Ft. Lbs) 13758 4260 H D force 1st FI (Lbs.) 635 751 H D force 2nd FI (Lbs.) -217 212 Total H D force (Lbs.) 418 964 Use HOLDOWNS Type 5 5 OTM = Hor. Shear x ht x Ig UBC sec 2314.1: Total Dist. (ft)= 24 ROTM = (wt x ht) I x 1/2 Check min. = Ht / wt = 3.5 / 1 Wall Height (ft)= 8 Unres. OTM = OTM-ROTM Min width (ft) = Ht / 3.5 = 2.3 Wall Wt Ext (psf 20.8 Wall Wt Int (psf) 6 T.Ln.prop:100% 1.0 Total Shear F. = 7158 Tot. panel Igth @ Ft:22 = 22 Wt Floor (psf) = 11.4 Tribut. Floor (ft) 4.5 Tot. panel Igth @ Rr: 11+6+7 = 24 Tribut. Floor (ft) 4.5 Tribut. Roof (ft) 16 Dbl letters indicate SHEAR PANEL SCHEDULE Almquist 2 -sided application. SYMBOL MATERIAL NAILING MAX SHEAR (plf) Diaphr. w/ panel clips Field : 8d @ 12" oc 2100 # A 7/16" OSB Sheathing 1 -side sheeted & blocked Edges: 8d @ 6" oc Field : 8d @ 12" oc 260 B 7/16" OSB Sheathing 1 -side sheeted & blocked Edges: 8d @ 4" oc Field : 8d @ 12" oc 380 C 7/16" OSB Sheathing 1 -side sheeted & blocked Edges: 8d @ 3" oc Field : 8d @ 12" oc 490 NAILING SCHEDULE Roof 7/16" OSB Sheathing Edges: 8d @ 6" oc 170 Diaphr. w/ panel clips Field : 8d @ 12" oc 2100 # Floor 3/4" Tongue & Groove Ply Edges: 8d @ 6" oc 180 Diaphr. Sturd-I-Floor, APA 32/16 Field : 8d @ 12" oc 10-16d's into endstuds. (Min. 1/2" from corner & 8" stem) r---------------------------------------------------------------------------------------------------------------------------- !SYMBOL HOLDOWN SCHEDULE MAX. CAP.(Ibs) Simpson coilstrap, CS16 - min. 44" long w/ 28-8d's nailing total 1650 # ' 1 (see detail) Simpson strap MST37, 371/2" long, w/ 42-16d's 2100 # 2 nailing total, to top & bottom endstuds. (if cant. to top stud & beam) Simpson HPAHD22 holdown, w/ 2030 # 5 10-16d's into endstuds. (Min. 1/2" from corner & 8" stem) Simpson HTT16 holdown, w/ 5/§70 A.B., 12" embedm, 3480 # 6 & 18-16d's into dbl or 4x endstuds. Simpson HD6A holdown, w/ 5/8" Dia. SSTB24 A.B (Use oversized 5105 # A7 washers) & 2-7/8" studbolts into 4x endstuds. Deepen foundation as required for embedment at anchor bolt locations. ALMQUIST RESIDENCE BUNKER hiLL Mine Road Butte Co. Near Yankee Hill VERTICAL LOADS CALCS: Roof Membrane Component Weights Roofing Material Waterproofing Sheeting Insulation TOTAL = Structural Systems 2221 Claremont Road Sacramento, CA 95608 Tel: (916) 488-7654 Date: 03-21-02 of,3,c Wt(psf) Remarks : 1.0 Standing Seam Metal 0.5 15# Felt 1.6 7/16" OSB - 1.2#/sf @ ceiling 3.1 psf ROOF FRAMING: "Fabricated trusses": 2 copies of the (1) truss layout drawings; and (2) truss calcs and details, showing axial and bending stresses and joint designs, bearing the approval of the designer, and clearly indicating that designs are conform the UBC '97, must be submitted to the building official for review prior to fabrication Check dragforces in dragtrusses and apply dragties if needed. See truss manufaturer's calculations attached. Truss or Rafter spacing . 24 inches BOTTE Comm 3UILDING DEMRTMEW ppe®VEQ Truss Loads DL(psf) LL(psf) Tribut: DL(plf) LL(plf) Remarks : Roof Membrane 3.1 16 2 6.2 32 LL=6/12 rise & <200sf Truss Framing zz 4.5 2x4 chords & diagonals Ceiling 2.8 2 5.6 5/8" gypsum Insulation 1.2 2 2.4 1.2#/sf (R30) @ ceiling TOTAL = 18.7 32.0 Truss Reaction Span in ft. DL(Ibs) LL(Ibs) exterior wall @ Bearing Wall 32 299 512 DL+LL = 811 lbs BEAM #1 - 2nd floor headers longest span on main (2nd) floor = 84 inches point loads spaced every 2.0 ft, DL= 299 lbs, LL= 512 All headers & beams specified as 5.5x9 Glu -Lam (24F -V4) P >' Sizes down to double 2x8 #2 = OK for all headers - see attached calculation -2- of 3 C,. I IML NLI 1MLL VLNIILAIING ANLA ' SHALL NOT BE LESS THAN I/150 OF THE AREA OF THE SPACE VENTILATED. PER 1997 U.B.C., SECTION 1505.3, ROOFING ON 151 FELT.OVER 7/16" OSB SHEATHING. 1/2' CCX AT EXPOSED EAVES 1 2 PREMANUFACTURED � SCISSOR TRUSSES 0 24" O.C. `�♦ 6 ' SOLID BLOCKING PANEL / / ♦\ R-38 INSULATION SIMPSON H2.5 METAL HURRICANE CLIPS •�� E2 ` e ' VAULTED CEILING 3/12 PITCH 2x4 BLOCKING VENT EVERY OTHER BLCCK 6x6 PORCH f 1\ •. .d.) 5/8" GYPSUM 1/2" GYPSUM WRAPED 2x4 INTERIOR BOARD ON CEILING BOARD ON WALLS 2x6 R.S. FACIA I ` STUDS 0 16" O.C. 3/8" EXTERIOR STAIR R.S. FIR SOFFIT DINING ROOM ENTRY WELL 38'HIGH 2" 2 1 2x2 36" HIGH RAILING, w/ HEMLOCK WALL RAIUN (MAX ) RAILING �„p f�t� ICI(C ISO `/v MFMi.ocK BALUSTERS }. `. SPACING. RETURN 10 WALL SPACING w - R - HEMLOCK INDRAIL 8 WALL RAIL CEDAR CAP D E C g HEMLOCK S ERA r`^ BRACKET 0 48. O.C. (MAX.) LOG SIDING (7- GROOVES) J L SKIRT j I1•I y WATER PROOF FINISH TP R U I- T RIM � DECKING _ _ FLO AR VERSA-lAM WATER PROOF li DECKING CEDAR %NO BOARD 2x8 P.i. J015T I ___._ 4" 9-1/2" I -JOIST 0 16" D.C. ♦SL 2x8 P. JOIST 1 / 5/8" GYPSUM vi"Q I -JOIST HANG RS WEB STIFF NERS J015T ♦` BOARI) ON CFII.INC HALL w/ 6xIO P.T. DECK BEAM i 4x10 P.I. ANGERS/ ` �i 1 DEC B AM -- 2%4 INTERIOR q 1-1 8 BULL NOSE ? mr ,4 Pr\ -1(/ VINYL. INSULAT WINDOW BEARING WALL. A T H R 0 OM STUDS 0 16" D.C. OSB BOARD TREADS L CULTURED STONE SIDING •, S f7C -2x4 STAIR (1) LAYER 5/B" TYPE % a'I , BACKER -• lAN GGYPSUM WALLBOARD STAIRS •'_ ♦� \ DECK INCUNDER �' 4" OSB ' \ GRADE POST' POST CAP 2,8 LEDGER w/ JOIST HANGER OARD RISER STORAGE i 2x6 EXTERIOR 1/2" GYPSUM ) STUDS 0 16" O.C. BOARD ON WALLS 'h (( ) $ R-19 INSULATION -- '� I202 STAIR I 4b `�♦ �� 2x12 P.T. 1 j 1 �� - , ♦ SILL PLATE i / . t ..''..... ��A���,`1�, 1 �'".• NOTE: REFER TO SHEET 4C & 4b j j j 1 3 4b NNIN�9 FOR FOUNDATION NOTES �: \\ 4• 1\' 4b B DETAILS „ i E141 , , A- A CRO SS SECTION PLAN Featuring "Basy-Panel Wall System" 887 NW State Avenue PO Box 484 Chehalis, Washington 98537,4480 (360) 748-3351 (800)752-0500 Facsimile (360) 748-6443 www.Farwesdiomes.corn 6/00 3 of 3� QUOTATION AND PACKAGE CONTENTS TO: Kyle King DATE: February 25, 2002 P.O. Box 4101 Yankee Hill, CA 95965 JOB NO: 0260, Revised Quote #2 PROJECT: Almquist Residence Yankee Hill, CA 1. ASSEMBLED EXTERIOR WALL PANELS (P,T. bottom plates at lower level) Height - 8'-1 1/8" Studs - D.F. 2 x 6" 16" o.c, Sheathing, Installed - 7/16" OSB Vapor Barrier, Loose - Tyvek Siding, Loose - 2 x 8" Log Pattern Premium T.K. Cedar Wall Lengths - 20'-0" Maximum Erection Hooks - Not Included Fireplace Chase - Included 2. ROOF FRAMING Pitch - 6:12 Overhang - 24" Roof Loading - 40# Total Truss Spacing - 24" o.c.• Scissor Trusses - Included per plan Arkansas Trusses - None Gable End Trusses - Included Gable Vents, Loose - 2 Each Included Gable Sheathing, Loose - 7/16" OSB Gable Siding, Loose - Same as exterior walls Roof Sheathing - 7/16" OSB Open Soffit - 1/2° CCX Plywood at overhangs Id WdSS:SO MOO 90 'apW -1- : 'ON Xdd : Wada r _ Customer. Kyle King Job No.: 0260 Revised Quote #2 Project Almquist Residence r� 3. INTERIOR PARTITION FRAMING (P.T. bottom plates at lower level) Assembled - D.F. 2 x 4" and 2 x 6" per plan Wall Lengths - Varies 4. EXTERIOR TRIM Facia - 2 x 6" Tite Knot Cedar, S1S2E Barge Boards - 2 x 6° Tite Knot Cedar, S1S2E with 1 x 2" Trim 5. WINDOWS AND GLASS SLIDING DOORS Windows - Vinyl Insulated, installed Glass Sliding Doors - Vinyl Insulated, installed Manufacturer- Starline Windows Frame Color - White Low -E Glass - Included Argon Gas - Included Obscure Glass - Not Included Grids - Not Included Skylite - One (1) 2040 Aluminum Fixed 6. EXTERIOR DOORS Main Entrance - Utility Entrance - FAU & H.W. Doors - 7. FLOOR FRAMING AND STAIRS Posts and Beams - Upper Floor Joist - Subfloor Plywood - Construction Adhesive - Underlayment - Interior Stairs - 8. EXTERIOR DECK Posts and Beams - Joist - Cedar Decking - Flashing - Cedar Railing - Stairs - Treated Posts, Beams & Joist - Ed Wdss:so MOE 90 -apw Pair Qualitycraft QE1 Six Panel w/knob lockset and deadbolt Qualitytraft Q-STN430 w/knob lockset & deadbolt Not Included Included 9 1/2" Wood I -Joist 16" o.c. 3/4" T&G Not Included Not Included Included with OSB treads and risers Included H.F. 2 x 8" 16" o.c. 2 x 6" Tite Knot Cedar, S1 S2E Included included Unassembled Included Yes -2- : 'ON XUJ &00 WOH A Customer: Kyle Kin 6/00 a Y 9 Job No.: 0260 Revised Quote #2 Project: Almquist Residence 9, HARDWARE Nails and Seismic Tie -Downs - Not Included Joist Hangers - Included Straps and Anchors - Included Other Hardware - Not Included CONDITIONS 1. A detailed packing list accompanies each shipment. Quantities will be fumished in accordance with that list. Farwest Homes will not accept purchasers claim for material shortage or product defect if not received in writing from purchaser withing fifteen (15) days from receipt of shipment. 2. Plans drawn by Farwest Homes may not conform to all local building code requirements. Purchaser shall be responsible for furnishing Farwest Homes with all local building codes requirements applicable to this project at the time of signing Purchase Order and accepting this Quotation. In the event any such local building code requirements necessitate structural or material changes, the cost of such changes will be added to the basic package pace quoted herein_ 3, Plans drawn orfumished by Purchasershall be the sole responsibility 01 the Purchaserforaccuracyand compliance with all local building code requirements, the sole responsibility of Farwest Homes being to famish materials in accordance with the drawings submitted to them. 4. No provision is made for stamped drawings by licensed Architects or Structural Engineers as maybe required by local code. Itis the sole responsibility of the Purchaser to provide and bear the cost Of such services. . 5. Other conditions made a part thereof: a) This quotation is subject to cancellation by Farwest Homes if (1) not accepted in writing within thirty (30) days of date set forth on page one, or (2) Purchaser is unable or refuses to accept delivi ries of materials starting within thirty (30) days after the acceptance date, b) Prices shown are subject to all applicable freight and taxes unless specifically included therein. e) A properly executed 'Letter of Instruction', or other acceptable document shall be delivered to Farwest Homes within 10 days Of the acceptance date and before shipment will be made, with the Letter of Instruction, or other acceptance document, setting forth the exact terms Of payment No provision is made for retainage and interest shall be charged on past due accounts at the periodic rate of 1 %% per month (annual percentage rate 18%). d) The acceptance of this quotation by Purchaser acknowledges that Farwest Homes is not a party to any agreement, written or oral, nor has it made any statement or representation in regard to the erection and/or completion of the project which is the subject of this quotation. It is understood and agreed that the sole responsibility of Farwest Homes is to fumish the materials specified herein. C) It is understood and agreed that INS Quotation is made and acceptance is entered into the State of Washington and the law thereof shall govern the validity, construction, interpretation, and effect thereof. In the event suitor action is instituted to enforce any of the Conditions of this Quotation, the prevailing party shall be entitled to recover from the other party such sum as the court may adjudge reasonable as attorney's fees in addition to all other monies provided by law, and the venue of such suit or action shall be solely in Lewis County, Washington. f) It is further understood and agreed that the sales representative or dealer involved in this transaction is acting solely as an independent contractor and is not the agent and/or employee of Farwest Homes- .3 - Ed Wd9s:s0 MIRE 90 'apW : 'ON Xtid WONJ " L OP36 sroo Customer., Kyle King Job No.: 0260 Revised Quote #2 Project: Almquist Residence DELIVERY AGREEMENT To ensure the successful and timely delivery of your Farwest Homes package, purchaser hereby acknowledges and agrees to the following terms of delivery; 1. Purchasershall provide clearand unobstructed aocesstothe building site, freeof trees, branches, fences, gates, poles, holes, overhead wires, or any Other obstructions. Clearance shall be a minimum of 14 feet in hEright and 11 feet in width. Soil surface shall be compacted and/or sufficiently rocked to support a loaded Semi truck and trailer_ 2. 7o facilitate the unloading of the delivery truck(s), purchaser shall provide adequate rrfting device capable of 6,000 pounds per lift and staging areas for placing unloaded component packages_ 3, It is agreed and understood that the maximum unloading time is two (2) hours fdreach delivery truck It is further agreed and understood that excess unloading time shall be paid by the purchaser at a rate of sixty-five dollars (S65.00) per hour In excess of the two (2) hour maximum for each delivery truck. 1. List price, delivered to accessible job site for purchaser unloading ......... $50,938.00 2. Plus sales tax. ACCEPTANCE OF THE FOREGOING CONDITIONS IS ACKNOWLEDGED. BY DATEx _ BY I �lc�(LL�S�KIs M2 bd Wd9S : SO EOOE 90 'apW 'ON Xtid �__, W06 A -Tor 3� Main Floor (2nd story) wall ht 8.1 ft T DL(plf) TLL(plf) Wall Components floor covering 16 " o.c. Tribut: DL(plf) LL(psf) Wt(psf) Wt(plf) Remarks Blocking & facia for truss - 3.0 2x4 & 2x6 cedar framing 1.7 13.8 2x6 @ 16" oc Siding 2.8 22.7 80% of 2x8 cedar Waterproofing 0.1 0.8 Tyvek Sheeting 1.6 13.0 7/16" OSB Insulation 0.8 6.5 R19 Int wall bd 2.8 22.7 5/8" gypsum TOTAL = 82.4 plf 2nd Floor joists (typical) T DL(plf) TLL(plf) Remarks floor covering 16 " o.c. Tribut: DL(plf) LL(psf) DL(Ibs TLL(lbs) Remarks end loads 4 53 3/4 T&G ply insulation 1.3 0.8 - from roof 1.3 150 256 199 341 11 7/8" TJ I/ Pro 550 TS from wall 1.3 82.4 - 110 2 - 3/8 pywood rim board 1.3 3.3 4 1 1/8x9 1/2 DL(psf) deck 3.2 4.3 40 14 128 2x6 cedar END LOAD TOTALS = 327 469 lbs distributed loads T DL(plf) TLL(plf) Remarks floor covering sub floor 1.3 3.0 40 4 53 3/4 T&G ply insulation 1.3 0.8 - 1 - .8#/sf (R19) @ ceiling 1 st floor ceiling 1.3 2.8 - 4 - 5/8" gypsum soffit 1.3 1.5 - 2 - 3/8 pywood DISTR LOAD TOTALS = 10.8 53 plf �GMIVI TTL - 1iQ11U1CVC1 JC -IMI VI JVIDW 2nd floor walls supported by 2'0" cantilever of VersaLam floor joists Worst case is rear where deck is also supported All floor joists specified as 1-3/4 x 9-1/2 VersaLam (2800Fb DF) ca ti e7 '7oK end loads deck (DL only) distributed loads sub floor insulation 3.2 4.3 14 2x6 cedar END LOAD TOTALS = 14 0 lbs T DL(plf TLL(plf) Remarks: 1.3 3 40 4.0 53 3/4 T&G ply 1.3 0.8 - 1.1 - .8#/sf (R19) @ ceiling Fo k 1 st floor ceiling 1.3 2.8 - 3.7 - 5/8" gypsum soffit 1.3 1.5 - 2.0 - 3/8 pywood DISTR LOAD TOTALS = 10.8 53 plf BEAM #2a - longest span section of floor joists - 14' Worst case is rear supporting deck and floor, but 60610 door header above removes wall & roof los remove LL from walls and deck to minimize negative moment from cantilever �. span-STOK BEAM #3 - 1 st floor exterior headers All exterior headers & beams specified as 5.5x9 Glu -Lam (241744) max span 6'10" - no roof or wall load (headered opening directly above on 2nd floor) >_0.4' ` inspection ignore negative moment contributed by overhang of exteriorwalls 2nd Floor IJC (typical) 16 " o.c. Tribut: DL(plf) LL(psf) DL(lbs TLL(lbs) Remarks floor loads 10.3 3.0 40 31 413 3/4 T&G ply DISTR LOAD TOTALS = 31.0 413 plf BEAM #3a - 2nd floor intereior headers (3.5x9.5 IJC 28' long) longest span on main (2nd) floor = 120 288 inches worst case is where headers remove weight of exterior walls => OK joists 2x8 @16"oc, spanning7' max, DL=6#&LL=53# beam 4x10@ 7' oc spanning 9'4"max DL=10.5#;LL=53# Beam Loads DL(psf) LL(psf) Tribut: DL(plf) LL(plf) Remarks 4a 10.5 53 7 74 371 4b 10.5 53 3.6 38 191 Truss or Rafter spacing 24 inches Truss Loads DL(psf) LL(psf) Tribut: DL(plf) LL(plf) Remarks : Roof Membrane 0.0 16 2 0 32 =6 2 rise & <2 0s Truss Framing 0.0 2x4 chords & diagonals Ceiling 2.8 2 5.6 5/8" gypsum Insulation 1.2 2 2.4 1.2#/sf (R30) @ ceiling TOTAL = 8.0 32.0 Truss Reaction Span in ft. DL(lbs) LL(lbs) exterior wall @ Bearing Wall 28 112 448 DL+LL = 560 lbs Lower Floor (1st story) wall ht 4.1 ft Wall Components Wt(psf) Wt(plf) Remarks Blocking & facia for truss - 3.0 2x4 & 2x6 cedar Siding 15.0 121.5 cultured stone facia Waterproofing 0.1 0.8 Tyvek Sheeting 1.6 13.0 7/16" OSB Insulation 0.8 6.5 R19 Int wall bd 2.8 22.7 5/8" gypsum TOTAL = 167 pif the"IFRUS'Seo.. 8t BUILDING SUPPLY INC. S FARWEST HQMES OL P O BOX 480 o CHEHALIS, WA 98532 (360) 748-3351 H Their Yard -Almquist Final Destination: o California, ROOF TRUSSES P.O. Box mo Quotation Takeoff Sumner, WA 98380 (2M) 8555 Far, (253)891-1166 QUOTE #: 202107 JOB NAME: Kyle Kmg 8 Associates MODEL:Aimquist TAG: DELIVERY INSTRUCTIONS: SPECIAL INSTRUCTIONS: Composition Roofing (26- ) (o 00r. Page: 1 DATE: 02/15/02 SALES REP: MICHAEL LOT # SU13DIV: JOB CATEGORY: RESIDENTIAL 13Y DATE QUOTE RW 02/15/02 1 LAYOUT RW 02/15/02 PROFILE TYPE ID QTY BASE O/A PITCH LUMBER OVERHANG CANTILEVER STUB HEIGHT PLY SPAN SPAN Toa — Top sol Lt�T RtcHT LEFT RIGHT LEFT RIGHT GABLE 2 2&00-00 28.00 00 , A 1§Z Ibs. each 6,0 0. 2 X 4 2 X 414z•pp 00 02-00 00 I 08-03-15 SCISSOR ORE7 8 L28-00-00 .112 Ibs. each 6.00 300 2X4 2 X 4 02-00-00 024)000 1 08-03-15 "........_.. ' SCISSOR 4 26'00-00 zs o0 00 710 lbs 6. 3, 2 X 42 X 4 02-00 00 L02-00-00 each 08-03-15 SCISSOR 2&00-00 2s-oo�ao 3 1.110 Ids. each 6, 3.00 2 X 4 2 X A 02 00-0D 02.00-00 08403-15 "�A3 SCISSOR1 � 6 28 00-00 28 00-00 1 ` A4 105 Ibs each 6 00� 3.042X4 2 X 4 02-00-00 102.00.00 Ob -03-15 FLAT 4 01.10.06 07-70-06 BLOCK 5 Ibs. gach 0. 0, 2 X 3 2 X 3 01-04-03 File: f\Mitekljobs1202107W.TRE ITEMS Loading: 25 - 8 - 0 - 7 Total Weight: 2,653 Max_ Height: 08-03-15 QTY ITEM TYPE DESCRIPTION LENGTH NOTES FT -114116 22 Blocks- 2 x 4 Solid 1 22 Blocks 2 x 4 Vented 4 T/C only Barge Bd 28-00-00 Match TIC of 'W' Gables ACCEPTED BY SELLER ACCEPTED BY BUYER SUB TOTAL PURCHASER: BY: _.. TItLE: BY: - ADDRESS: TITLE: DATE OF ACCEPTANCE: j PHONE_. DATE: GRAND TOTAL Td Wd2_0:90 EOOE 90 'a'eW 'ON Xdd WOdd ' Job , russ 202107 A TreTruss o.. umrTer, 2.0-0 3 GABLE 14-0-0 14.0-0 6.00 (1'f g e ,y 4 5 �•' � I 7� I3�j I! I !2 �1 4-20T• _`SRTs'No�6 200M 10 3X4 13 11 12 1414 15 ?2.3714-38 ,1 r /aF 36 Farwes omen (CAMs) /'-RMVV i (optional) Industries , Inc. r�Feb �3� 1;222 ZIIO�-Page 1 G 0-0 2-0-0 Scale = 1:61.2 17 2 i `� �� •. 21 18.31 19-31) i 2D492 23 22 i f S�. 24 M - \.. .Xx XXXXXII25`Oo 3x5 48 45 44 43 42 41 40 39 3837 36 35 34 33 32 31 30 29 28 27 26 3x5 •� 3x4 = �..... _ 28-0-0 28-0-0 L4 07--1U ;:1 _.. . LOADING (psf) TCLL 25.0 SPACING 3-0-0 Plates Increase 1.15 ! CSI -TC 0.55 ! DEFL in (loc) I/deft ' PLATES GRIP TCDL 8.0 Lumber Increase 1,15 BC 0.24 j Vert(LL) n/a - Vert(TL) 0.07 1-2 n/a j M1120 185/148 >346 BCLL 0-0 Rep Stress Incr NO ! WB 0.09 I Horz(TL) 0.00 24 n/a j BCDL 7.0 Code UBC97/ANSI95 i (Matrix) 1st LC LL Min Vdefl = 350 Weight 163 lb LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed BOT CHORD 2 A 4 HF No.2 OTHERS 2 X 4 HFSP BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. F Stud/STD REACTIONS (Ib/size) 2=432/28-0-0, 34=11/28-0-0.37=113/28-0-0. 36=116128-0-0, 38=118/28-0-0, 39=163/28.0.0, 40=160/28.0-0, 41=160/28-0-0.42=15912B-0-0, 43=162/28••o-0, 44=150/28-0.0, 45=202/28 -0 -0.46=59/26 -D. -O. 35=109/28-0-0, 33=157128-0-0, 32=162/28-0-0, 31=160/284)-0,30=159/2&-0-0, 29=16228-0-0. 28=150/28-0-0, 27=202128-0-0, 26=59/28-0-0, 24=432/28.0-0 Max Grav2=432(load case 1), 34=11(load case 2), 37=113(load case 1). 36=116(load case 1), 38=120(load case 2), 39=165(load case 2), 40=160(load case 1), 41=160(load case 2), 42=159(load case 2), 43=162(load case 1), 44=150(load case 1), 45=202(load case 2), 46=59(load case 2), 35`111(load case 3), 33=158(ioad case 3), 32=162(load case 1). 31=160(load case 3), 30=159(load case 3), 29=152(load case 1), 28=150(ioad case 1), 27=202(load case 3), 26=59(load case 3), 24--432(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=86, 2-3=-83, 311=22, 4-5=-43, 5-0=17 6-7=17,7-8=17. 8-9=17, 9-10=17, 10-11=16, 11-12=28 .12-13=40,13-14=40, 1415=28,15-16;:-43,16-17=-42,17-18"2,18-19=-42,19-2D=-42.= 20-21=-42, 21-22=43. 22-23=31, 23-2483, 24-25=86 SOT CHORD 2146=11, 45-46=11, 44-45=11, 4.3-44=11, 42-43=11, 41-42=11, 40-41=11, 39-40=11, 38-39=11, 37 -38=11,36 -37=11,35 -36=11,34-35=11,33-34=11,32-33=11,31-32=11,30-31=11,29-30=11, 28-29=11, 27-28=11, 26-2711, 24-26=11 WEBS 12-37=-g2,14-36=-92,11-38=-98 10-39=-134,9-40=-133.8-41=132,7-42=-132,6-43=132, 5-44=-129,4-45=145,3-46=-101: 15-35=98, 16-33=-134,17-32=133. 1&31=-132,19-30=-132, 20-29=-132, 21-28=129, 22-27=145, 23-26=101 NOTES (6-7) 1) This truss has been checked for unbalanced loading conditions. 2) All plates are 2x4 MI120 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 41Gable studs spaced at 1-4-0 oc. 5; This truss has been designed with ANSI/TPI 1-1995 criteria. Continued on page 2 I 4i.8 m t L` d^JOd79 Z% CIVIL rEB 15 200z A WARNING - VERIFY DESIGN PARAMETER$ AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE U5E. Design valid (Qr USG nniy with Mlle% conneclor3. Ari" or.-Jgn 16):5*o only c•:.CE" ;a;:t:n're,,;r,: <;•{�;,r, 0-xy ; ev' O" •.^�:v .':.rz`I :Y.r.r':^q r:rprf.`�:�e�11p>rp in;rnllecs nnri inrr(ic rd vertically. ApplIonhlGly of i10Skpn parameters and rxori(n inGUrporotiar. c` co -.);:x 'e:'• ; as:x,r5i:�C . of 7;;i tiv` • •lri I;,.•.3 cics�: us. Brtx:in hewn is frir IuLvul G 5 r.`•c t 0 r support of IndNlduol w( -.h rnrm!;u, only. Addltlonal fernpoi(i•y tsr;r ing ;o ns�•g spa;r�:'; :ri:a r;•:u-�fon �- Me resuirs,C::'y fi -R A(:rjilioriol NPrmnne'rd AA tyor..ing of the overall structure is Ihtl rF,pan5ir4*lity of me building designer. ;rx ?Wore• g_i�::ncp •r ,,-rd�o;;'cnv,�pr, cccl•Y c•onro:. 00MOe, df -livery, election and �Yrr bindrip, <.opsult QSI.88 Quality Stanrla(0, DY) 09 Bracing Specifir:c; rr riorr,1 Pig 9i o�c,r 'is-o:iro ::, Bra:jF Zer...rr^endcnon cvallcb:e tram buss Plate institute. theTRUSSCO. U3 D'rhW(b Drivv, Modiwr, Wl 53/ 19. Ed WdZ0:90 EOOE 90 'uuW : 'ON Xd.d : World I a of 3C' ype 'JAGABLE �2 1 Z;Tr—u-ss--Cb,-.'Uum—nef,VVA--9939t�- 907 I Io tional) 4.2p (—�R 1 s ov -20 r e n ustries;'lnc. Fri Feb 10 11TZ=.1)2 'Page 2 6 All dimensions given in feet -inches -sixteenths (FFIISS) format 7) Designed for 80 mph exposure B wind against face of studs. If stud bracing is indicated above, see standard "L" bracing detail for suggested bracing method, LOAD CASE(S) Standard A WARNING - VERIFY DESIGN PARAMETERS AND REAL) AU NOTES ON THIS AND TRUSS DRAWING WES BEFORE USE. Ueslgn oryrU for use onb• with MITee rrrux.ulors, chis design rsno:•ry o'cnr is fCr o-.:r.GV . b_: a::r ro !'a: c1.qh.3lir:ii iur:f l(>t)13til vr.:niwlly. App+cability of design pcuornete s and Proper Inragni Ilion of co-Dorrn: E.:ekxylti;>::!: os jl Cir„ Dem' no- tr s t:es ta1ri. 1111,16"IG show) is f0t Ifrtrrol support of Indlvldunl web nii:mi)ur; only. Aaalllonal ternero,ojy I)rn(:6,- ro :rsu..; i, 5 ec'nr. Atldlnono; Permanent AA f.MUGina of the oveicil itructue is the q*1xinsibility of the building .`iri•Xi(�ny:. Fc r p;ne•C! N�e;a :�tii::ai1(: I$ r:'; :! c:, a�� �1' conn^.i. >1orDgE•. dei:very, erection and bii:cinp. GgnSUIi cr,T•55 9UOIIty S1anUnal, D:R QO Rroanr, SP�C:I(C'uI1Cl', an:: Illi! I•Cnr,.6r 'n5'G.iir orrd :rCL•t:;. i::::nlanr,^gr,.t:�n ;ir�6, pie fnxn 7r11\5 Plnig Ir,�fif�dr:., thCTRUSSco. 553 vonolrhi Drive, MadisnrL WI 53719. Ed Wd80:90 EOOE 90 'apW : 'ON XUd : WO?Id 11202107 cuss I cuss ype 13 oP 36 A7 ►Y arwes omen- eels) MW — SCISSOR 18 1 umrier,77M-gam 1 (optional 4'ZU1 �R1 s Nov16 20 I ek' n u es, lric. n e 1:22:1'320i72�age '1- z -o -o s-1oa 2159 28-0-0 _— I 0 2-0-0 6-10-7 7-7-9 7-5-9. 8.6 7 2-0-0 Scale = 1:65.4 5x7 = 17-4$ 2x4 it 2X4 . u 8 4'6 7-1i-0 5-7-0 5-1-8 r REACTIONS (Ib/size) 2=1249/0-5-8 6=1249/0-5-8 d max -Horz2=51.(loadcase 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=55.2-3=-3475 3-4=3149, 4-5=-1474, 5�-1968, 6-7=58 BOT CHORD 2-10,3088, 9-10=1245, 8-9=1660, 6-8=1666 WEBS 3-10=-337, 4-10=2060, 4-9=83, 5-9=-513, 5-8=68 NOTES (6) 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 8.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceaniine, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7�93 Q = per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If orches exist, the are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 y 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcun'ent with any other live loads per Table No, 16 8, UBC -97. 4) Bearing at joints) 2 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building 01 r 121 4116 r designer should verify capacity of bearing surface. EXP iFES 8 DV3 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) All dimensions given in feet -inches -sixteenths (FFIISS) format. CiV1! LOAD CASE(S) Standard OF C�,p\�' FEB 1 5 2002 A WARNING - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. Design valid for use CAP/ with MIT(ik c.onneCtors. Ihla design F: lx v,,e. hvetfic(vnN x pC!Cfrete s ; ^.�G !r,.: qn r Y:H� cl Ls ld Co'ap6 .erA in iY irl4:oprU ui td loaded SUPpCril of y. Adividuotttwrit rrit design fi iramcfer and proper Ir1COfP��u:iCn al rqm�:^ne-; 16 rESpCnSL' i'Y CP :kiln=`Q r:u2r_.^.qr -�r :nJ;� cy,.r,ng: t4C6�� SnOwn r, fpr I i e -d rb OnN. AWiltoi¢)I le:nnxuary tr.CCnp :p Ir,s,;re s'i:'t:,E-v d;:e � ::a:�L•ac:r..n is:.`{a :e;per,g�711' 1; •re eree--r Aodilional perrrianeni 4A X icing of the ovgrofl WUC.tur@ Is the fesr:xm:i Aly n, f the hullainr) , e"Qrrr:. rut �c:nu•ti y::c;vva :eqN-�y va :CD�cer :C:`. Wu ::ly cor•!rd. saoavpr,. dr•.iivory, <xucliun and 553 D'O. consult ,,, Mo l!.nn, y ;lunthvd. 168-89 tlrwing Jpecifr: lio: Cnc r 15.11-crdE,� :•sroi ;0 :'z K1 3:;.ri::,..vy,.-; r- o -1d :cn cvc IaUe tmm truss Irlate Institute. the s R VWCO. 559 D'Onufrin Drivr., M,�rltrgn, VW p;f/ ly. Pd Wd60:90 EOOE 90 'apW : 'ON Xtid : WOd.d LOADING ((pps TCLL 25. SPACING 2-0.0 Plates Increase 1.15 CSI TC 0.74 DEFL in (IoG) Udefl PLATES GRIP I TCDL 8.0 BOLL Lumber Increase 1.15 I BC 0.80 i Vert(LL -0.31 9-10 Vert(TL� -0.51 9 10 >999 M1120 185/148 >645 0.0 BCDL 7.0 Rep Stress Incr YES Code UBC97/ANSI95 i WB 0.46 (Matrix) 1iorz(iL) 0.26 6 n/a 1st LC LL Min Udefl = 360 I Weight 113 Ib LUMBER TOP CHORD 2 X 4 HF No.2 BRACING BOT CHORD 2 X 4 HF TOP CHORD Sheathed WEBS 2 X 4 HFSPF Stud/STD PF BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-10 2 X 4 HF No -2 OTHERS 2 X 4 HF No.2 *Except* 11-12 2 X 4 HFSPF Stud/STD REACTIONS (Ib/size) 2=1249/0-5-8 6=1249/0-5-8 d max -Horz2=51.(loadcase 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=55.2-3=-3475 3-4=3149, 4-5=-1474, 5�-1968, 6-7=58 BOT CHORD 2-10,3088, 9-10=1245, 8-9=1660, 6-8=1666 WEBS 3-10=-337, 4-10=2060, 4-9=83, 5-9=-513, 5-8=68 NOTES (6) 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 8.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceaniine, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7�93 Q = per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If orches exist, the are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 y 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcun'ent with any other live loads per Table No, 16 8, UBC -97. 4) Bearing at joints) 2 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building 01 r 121 4116 r designer should verify capacity of bearing surface. EXP iFES 8 DV3 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) All dimensions given in feet -inches -sixteenths (FFIISS) format. CiV1! LOAD CASE(S) Standard OF C�,p\�' FEB 1 5 2002 A WARNING - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. Design valid for use CAP/ with MIT(ik c.onneCtors. Ihla design F: lx v,,e. hvetfic(vnN x pC!Cfrete s ; ^.�G !r,.: qn r Y:H� cl Ls ld Co'ap6 .erA in iY irl4:oprU ui td loaded SUPpCril of y. Adividuotttwrit rrit design fi iramcfer and proper Ir1COfP��u:iCn al rqm�:^ne-; 16 rESpCnSL' i'Y CP :kiln=`Q r:u2r_.^.qr -�r :nJ;� cy,.r,ng: t4C6�� SnOwn r, fpr I i e -d rb OnN. AWiltoi¢)I le:nnxuary tr.CCnp :p Ir,s,;re s'i:'t:,E-v d;:e � ::a:�L•ac:r..n is:.`{a :e;per,g�711' 1; •re eree--r Aodilional perrrianeni 4A X icing of the ovgrofl WUC.tur@ Is the fesr:xm:i Aly n, f the hullainr) , e"Qrrr:. rut �c:nu•ti y::c;vva :eqN-�y va :CD�cer :C:`. Wu ::ly cor•!rd. saoavpr,. dr•.iivory, <xucliun and 553 D'O. consult ,,, Mo l!.nn, y ;lunthvd. 168-89 tlrwing Jpecifr: lio: Cnc r 15.11-crdE,� :•sroi ;0 :'z K1 3:;.ri::,..vy,.-; r- o -1d :cn cvc IaUe tmm truss Irlate Institute. the s R VWCO. 559 D'Onufrin Drivr., M,�rltrgn, VW p;f/ ly. Pd Wd60:90 EOOE 90 'apW : 'ON Xtid : WOd.d 202107A2 SCISSOR 'rfiTrilss 0., Sumner, WA ggM90 8.10.7 14-0.0 8-10-7 7-1-9 s 5x7 = 4 4 1 21-5 9 28-0-0 .30-0-0 7-5 3 6-8-7 2-0-0 /I-OF316 I T.4 15..6.0 -2X4 :, " 8_16-3.8 8-4-a 7-11-0 5a-0 4-1-8 2-00 LOADING (psf) SPACING 2-0._0 TCLL 25.0 Plates Increase 1-15 TCDL 8.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 7.0 Code USC97/ANSI95 LUMBER --._..-- TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HFSPF Stud/STD •Except - OTHERS 2-X 4 HF No.2 NExcept- 12-13 2 X 4 HFSPF Stud/STD scale = 1:65.4 C51 TC 0.73 DEFL in (loc) Vert(LL) -0-3010-11 I/defl 1 PLATES GRIP >999 M1120 1851148 W6 0.42 Horz�) -0.4910-11 5 6 LLL X625 I n/a (Matrix) ------------- ! 1st LC M 0. ydefl=360 Weight: 110 Ib BRACING TOP CHORD Sheathed BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REAC71QNs (lb/size) �3 123Ufl 5 8 6=1027/0.5.8; 8 239%0 5 8 Max•Hort2 51(load'case3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=55.2-3=-3403'3-4=-3077,4-5=1422,5.6=-1804 . 6-7=58 BOT CHORD 2-11=3023, 10-11'1209, 9-10,1514 8-9=1512,6-8=i512 WEBS 3-11=-339,4-11=2020,4-10=49,5-1'6=-395.5-9=-27 NOTES (6) 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 8.0 psf top Chord dead load and 7.0 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 B ASCE 7-93 A., per USC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are r ' exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 'f 3) This tuns has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads � Table No. 16-8, UBC -97. 4) Searing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Buildin W 5) This l9 truss hasner lbeen designed capacity of ANSI/gTPsurface.--195 criteria. 6) All dimensions given in feet4riches-sixteenths (FF)ISS) format 7i[ LOAD CASE(S) Standard WV -341,16') n ! xa>SUs s via a \� OF FEB 1 5 ZQQZ ©WARNING - VERIFY DESIGN PARAMETERS ANP READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. Oeslgn VafC rof use o ly w ll1 MIigY, Connectors. ItN3 ilfs t7n c. l,a.a,�? t q pan ^y,•;CG:f :a:: srr>a.n, r,.r <',o: Cr c Ca• CLC. b_PC=k ft•11C.ur,:rf In ua irb:ul ai! ,vn, luiriletl verticatN. APPIIrnUlltly of dr irjn picometers and Prober Inc rif r .. .orynr ; r�sPPn4CiPty of rn : r "_r•�a:r - ra :r. ccs gne: 3 CVr.A 6�OWn r5 `ar lateral �pnort or indlvlduat wab members ordy. AddiGanol IbmtJorary too:.^{y to :r s•:r,:4i•v ;:,,•i: w a::t••r.�ctier .f'1 a;;cassi°f'r ^) -. r rrr . ,,. Aihlilitin,il peirnaneni b toO,i 7 of the overall structure Is the ,egxrnsit-oty Of IhM 1Arildir K7"estgner.:a.8'ne,.e.;..,�a..,..r•:c,:C•di:x: fa:::Icpr:r. c' -'Cly ccrs:G. cafcge. aeuverY. etechon and L'nr D Ol o4in Dr Q, 88 Qualify Standard, D e -Bo Br(n u theTRUS$CO. Sea D'OnuLir, fkiv�e, Mat � K, +IN.:Cif,Cofion, a:`C x.16-9 i 'r.C.^C`:i:Yo• �:91•.{c,1t tz,:9 3a_ci:`.� 7eC;,�:h�e�f:CSan cvr-.ilChre tram hus Pk�tG InlilUli:, fwu,, Yin 5 719. Sd Wd60:90 E00e g0 -jPW : 'ON XUJ ; WOdd 202107 [A3 T�Truss o., umnef 2-0-0 SCISSOR rry 1 I �3 '1 �� �1 s Liv 16"ZtJOiiM 6-10.7 14_0-0 6.10-7 25 1= i 7-1-9 7.5.0 5x7 = 4 15 -OF 36 28-0.0 1 B-&7 2-0-0 Scale = 1:65.4 3.00172 �Y1x7 - 15-6-0 2x4 j ....... -I 8.48 163-8 21-10-8 28-0-0 .... 8-4-8 7-77 0 $-7-0 6-1 8----1 a e — s -.71-5], LOADING (psf) _. SPACING 2-0-0 CSI - DEFL -� TCLL 25.0 TCDL 8.0 Plates Increase 1.15 i Lumber Increase 1.15 TC 0-74 in (Ioe) Vert(LL) -0.31 9-10 Vdefl PLATES GRIP X999 I M1120 185/148 BCLL 0.0 BCDL Rep Stress Incr YES I BC 0.80 YvB 0.46 Vert(TL) -0-81 9-10 Horz (�) 0.26 6 >645 1 Na _ 7.0 Code USC97/ANSl95 I — (Matrix) 1st LC LL Min 6/defl = 360 Weight 110 Ib LUMBER TOP CHORD 2 X 4 HF No.2 BRACING BOT CHORD 2 X 4 HF No,2 TOP CHORD Sheathed WEBS 2 X 4 HFSPF Stud/STD "Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. "JExcept- OTHERS 2 X 4 HF No.2 11 -12 '11-12 2 X 4 HFSPF Stud/STD REACTIONS (Ib/size) k2-1249/0=5'=8, 6=1249/0.5-8 Max Wor22�=51(toad case:3)'fs FORCES (lb) - First Load Case Only TOP CHORD 1-2=55,2-3=3475 3.43149, 4-5=-1474, 5-0=-1968, BOT CHORD 2-10=3088, 9.10=1245, 8-9=1660, 6-8=1666 WEBS 3-10337, 4-10=2060, 4-9=83, 5-9513, 5-8=68 NOTES (6) 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 8.0 psf top chord dead load and 7.0 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 B ASCE 7-93 per UBC97/ANSl95 Jf end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are nc 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 an Table No. 16- y other live loads per 8, UBC -97. 4) Bearing at joints) 2 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5 Thls truss has been designed with ANSI/TPI 1-1995 criteria - 6, All dimensions given in feet -inches -sixteenths (FFIISS) format LOAD CASE(S) Standard A WARNING - VERIFY DESIGN PARAMETERS AND READ All NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. DNS10n vr)lirj 10i uSE: only with mnok C(nvip.ctofs� This design is =ec o: ryv;;pr'1()'"-'1rlr.;s i`16vPi. (-"; iz !- ,,:)'r-•; a:i.:o� b;ar.°; ¢: r:a:,;:o;,rs i1 to be insiiilletl and hmeec7 v`IiC(11y. /•WGAkXJl)ilily Of (h�tiun l,r,LLin,yf6r3 Lind flip; 9r hcxRorCDO•. c`:oTOone-:'. I! O �ci Orw dg_irrQr • nC' ;:.i �B!.p :er. tlfp np Shown fca Iplc:n71 SVFJf-�tLl O( inllivir irJrd wla} rhi,inllX:rs only. Addifionol IamLWirary brC[:in�. fp ir.:•:'9 f�oti:-; d'J'^p CQ^5'::,'c':p^ ; .^p res;rnb'�il;:y pr ;-y a:Ac!Ur A,!r iiliuriC71 permonant blubl y of 111c pvgiUll :,hvC1!mj U fill: 1l.1ZPOwib0ily Uf lilt: 1.7uildirq; L1p3is;nv% . _ rrelrrxsil;yS:G,delivery. ereclion on1browing, constdQST.06 Quohly Slondord. DSP 69 PrpGirk) :wjilmie Irom lru4 rho%e In3tittjte, he i ASCO. 5111 n'nnofrin Olive. Mcxrnw,. WI 5.1719. 9d WdOti :90 e00E 90 ',AEW : 'ON Xtid : w0di 202107 l 2001-_ . 6.10-7 2.0-0 6-10-7 SCISSOR 4.201 �F�1-s -- 14-" 7-1.9 5x7 = 4 6.00i'12' 2x4 i 2/ _ -- 10 6x8 3.00117 9 5x7 - 16 OF,?6 Inc- Fn FG -15 -f5 -M.22:17 30-0-0 7-s 9 6-6.7 2-0.0 3x5 4`f7 a 2x4 ;i Scale � 1;82,2 8� 8 - .-.�_... t63-821-10$ za-o-0_ . 8-4-8 a e se s (x:Y)� i2`-6��0=1=5];_[6:II$' , :.6]• 7-11-0 -- _ 5.7-0 — ._ .. .._ _._.I 6-1-8 —..._—._.... .-- .... LOADING ( sf) �5.0 .... SPACING .. 2-0-0 CSl 1 .. - TCLL TCDL 8.0 Plates Increase 1.15 Lumber Increase 1.15 ; TC 0.74 BC ( ert(LL) -0.3DEFIL 1 91-7CD Vdefl >999 I MI I20ES 5/P148 BCLL 0.0 BCDL 7.0 Rep Stress Incr YES 0.80 I WB 0.46 Vert(TL) -0,51 9 10 Ho2(TL) 0.26 6 X645 n/a Code UBC97/ANS195 (Matrix) 1st LC LL Min Udefl =360 i Weight: 105 lb L6MBER TOP CHORD 2 X 4 HF No.2 BRACING BOT CHORD 2 X 4 HF No.2 TOP CHORD. Sheathed WEBS 2 X 4 HFSPF Stud/STD "Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing_ 4-10 2 X 4 HF No.2 REACTIONS (Ib/size)2-i 249/0=5 8 6 1249%x:5-83 Maz. H orz.°2==51(►oad ;case 3) FORCES (lb) - First Load Case Onlyy TOP CHORD 1-2=55,2.3=-3475 3-4=3149, 4-5--1474,5-6=1968.6-7=5a BOT CHORD 2.10=3088,9-10=1'245,8-9=1 660, 6-8=1666 WEBS 3-10=337, 4-10=2060,4-9=83,-5-9=-513, "=68 NOTES (6) 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 8.0 psf top chord dead load and 7.0 psf bottom chord dead load. 100 mi from hurricane oceanline, on an occupancy category 1, condition 1 enclosed building, of dimensions 45 ft by 24 ftwith exposure B ASCE 7-93 ^ r S5 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not r exposed to wind. The lumber DOL increase is 1.33, and the plate grip Increase is 1.33 ! 3) This truss has been designed fora 10.0 psf bottom chord live load noneoncurrent with any other live loads per Table No. 16-61 UBC -97, 4) Bearing at "oint(s) 2 Considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Budding P n ; designer should verify capacity of bearin surface. 5 This truss has been designed with ANSI 11-1995 criteria. '► P]A. C34116 6; All dimensions given in feet -inches -sixteenths (FFIISS) format. EXPIRES 6l3QA)3 LOAD CASE(S) Standard CIVILa� OF CA% " 4 a�� A WARNING - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. DeslOn v011t1 lOr u3d Only with MITek canner•.tUr. thjg dr+a&finis acseC r.y ::.;;;r s c a• n. crc c;::-r.:r.y::: !n oe :(dolled onr•! louded vertically. Applirobliny pt desion �,r,rameters and proper incarpo:i::ipr: c; rrrn;cnB-,t r; s: 1y t•:.^.t,:Cir^ t as a v:' ;+ca L;; ;t r ::yr riry hoWn k, (kit I I vin bupPod of indNldual web membi:r:: Anly. Addihonol temnorc: ; i u i y b:oc•hl�; !na::a s"Ghr:a,• r.::: r ;�rt,5rr,;C On i; :n� Cti:!ly �!::r: •_•ucacr. ndiiilnn rGl perrOCnenl AAlifuQin� vt Ihr Overall ;.lrvck,io is the re.DorooiRty ul the buitdinq or; ,lr.6: FOr genera! a,,:d: nce :2EC•:Yi::N !iaxi<:a:F:•; :;Cr,."y can::.):. SCOrr,.�6- dvivery, erar,.tion and a�.. •�r� bracing. ccv,ault W-68 9uohly Slundrnrf, DSP -09 6ractng SpecMc•ction. uvj Ir;5.91 I!+e::irr.� ctrr.]:�. ane &�c:,.i,.°^. cv0::etie :ro:n Iniac Mate instirurs, u+e� VSSco. 583 D'OmWo Dnvc-, MO risnR W 53710, zd wdT:90 EOOE 90 -?W : 'ON Xdd : WO�Id 202107 BLOCK � FLAT � — 1 Y arw omen ea s The`fruss 0 umner�PA — I (optional) 4=. —S 1 v 00 !Me npustries, nc- Fh-Fe15'1 17orr- Scale = 1:9.8 �.. T•7o� 1-10-6_ LOADING (psf) SPACING 2-0-00 CSI - TCLL 25.0 Plates Increase 1.15 DEFt(L) -0.0in 0 (3 �defl PLATES GRIP — TCDt_ 8.0 Lumber Increase 1.15 BC 0.22 Vert(LL) LL BCLL 0-0 C 0.11 Vert(fL) -0-00 3.4 >999 I M1120 1871144 BCLL Rep Stress Incr YES ! WB 0.02 Horz(TL) -0.00 3 Na 7.0 Code UBC97/ANS195 f i 1st LC LL Min I/defl = 360 LUMBER Weight 6 Ib TOP CHORD 2 X 3 SPF Stud/Std BRACING — BOT CHORD 2 X 3 SPF Stud/Std TOP CHORD 5h,ra- hed WEBS 2 X 3 SPF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (!b/size)4=66/0-5-8, 3=66/0-5-8 Max Horz4=43(load case 4) Max Uplift3=-6(load case 4) FORCES (lb} - First Load Case Only TOP CHORD 1-4=-55, 1-2-01 2-3=-55 BOT CHORD 3-4=0 WEBS 1-3=-0 NOTES (7) 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 8.0 psf top chord dead load and 7.0 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 S ASCE 7-93 per UBC97/ANSi95 If end verticals or cantilevers exist, they are exposed to wind, If pgrr,)res exist they are not exposed, to wind. The lumber DOL increase is 1.33, and the plate grip i 2 Provide adequate drainage to prevent water ponding, pncrease is 1.33 3 This truss has been designed for a 10.0 psf bottom Chord y live loads per = rS Table No. 16-8, UBC -97. live load nonconcurrent with another li 4) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 6 lb uplift at joint 3. rr c 0 y 5) This truss has been designed with ANSI./TPI 1-1995 criteria. 6) Design assumes 4x2 (flat orientation? purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. it �'• �� 7 All dimensions given in feet -inches -sixteenths (FFIISS) format. G� LOAD CASES ti �~ � l Standard I lu C 4116 m R EXPIRES rr aW CIVIL OF C FEB 15 2004 A WARNING - VERIFY DESIGN PARAMETERS AND READ AILt NOTES ON THIS AND TRUSS DRAWING NCGTES BEFORE USE. De!ko vMd for wc; only IJth MfTek Corti ur+ors. ThA rieslan Is Pn ed only Irrmr. x:cr. r: ras f:,ow. r. rnC a :a C^ i:: ^ ar c' ^.ril .Ir Corr vartlColly. AppllCub• ilily of design ourrynefer5 tmri prOLi�el n¢:nrporcl�un o` C thus^.7 '0 7e is l9rollr_d OnO Iryo,7Eld °uprrnrf Of Ind"iJunl wet, frit-1ho + Only. Amitiona cern On"DO:'n� 5:'5'x':" )'N Df f'--?Ni:u Cpl-ra.•..,. rrr tr�'S: drsi�aur arOChr2 #iOwn IS for kilrlrul mcing of IhO Ovefoll sirtrr;fvre IS thf• nz, y pofory CBSi r`M:r� �r•.r•r y .y'�� ..�„„-G Ma1n.r.:lOn i5 a• cay- y wtn AddUlond Ufnl npnent UOnslblllt of the buildin ..'C:'�lolli' Cf'?'c fir:. bri divijii, consult onT Be 0jailly Slurdald. DSA•g9 Ofacin S. r b !aMeC':O:.::I;C!ry CCr;:ni; ftrr.OGe. rjFaivr;ry. wreciloli tirk'1 50.9 D'onolrire U .7eCCiCe•Ipn. Cnd li Z 9l ::Cn,,"I^y InSiCii:1_ :�nC fl:Cvi � i1:,CC'^.ato:x'r..:•On Cva:L•:hlw frO.'n truss Pbiw InSrnufb. u1El KySJ(�'Q. C7+ive. MtX9i•;nn, WI;i;1719. 8d WdTT :90 EOOE 90 •a2W : 'UN XU -d : WOad 3x4 _ 1.2 2 aro !t f 1-4 I ' ^I f Q I I i ! \ % 2x4, 17orr- Scale = 1:9.8 �.. T•7o� 1-10-6_ LOADING (psf) SPACING 2-0-00 CSI - TCLL 25.0 Plates Increase 1.15 DEFt(L) -0.0in 0 (3 �defl PLATES GRIP — TCDt_ 8.0 Lumber Increase 1.15 BC 0.22 Vert(LL) LL BCLL 0-0 C 0.11 Vert(fL) -0-00 3.4 >999 I M1120 1871144 BCLL Rep Stress Incr YES ! WB 0.02 Horz(TL) -0.00 3 Na 7.0 Code UBC97/ANS195 f i 1st LC LL Min I/defl = 360 LUMBER Weight 6 Ib TOP CHORD 2 X 3 SPF Stud/Std BRACING — BOT CHORD 2 X 3 SPF Stud/Std TOP CHORD 5h,ra- hed WEBS 2 X 3 SPF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (!b/size)4=66/0-5-8, 3=66/0-5-8 Max Horz4=43(load case 4) Max Uplift3=-6(load case 4) FORCES (lb} - First Load Case Only TOP CHORD 1-4=-55, 1-2-01 2-3=-55 BOT CHORD 3-4=0 WEBS 1-3=-0 NOTES (7) 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 8.0 psf top chord dead load and 7.0 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 S ASCE 7-93 per UBC97/ANSi95 If end verticals or cantilevers exist, they are exposed to wind, If pgrr,)res exist they are not exposed, to wind. The lumber DOL increase is 1.33, and the plate grip i 2 Provide adequate drainage to prevent water ponding, pncrease is 1.33 3 This truss has been designed for a 10.0 psf bottom Chord y live loads per = rS Table No. 16-8, UBC -97. live load nonconcurrent with another li 4) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 6 lb uplift at joint 3. rr c 0 y 5) This truss has been designed with ANSI./TPI 1-1995 criteria. 6) Design assumes 4x2 (flat orientation? purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. it �'• �� 7 All dimensions given in feet -inches -sixteenths (FFIISS) format. G� LOAD CASES ti �~ � l Standard I lu C 4116 m R EXPIRES rr aW CIVIL OF C FEB 15 2004 A WARNING - VERIFY DESIGN PARAMETERS AND READ AILt NOTES ON THIS AND TRUSS DRAWING NCGTES BEFORE USE. De!ko vMd for wc; only IJth MfTek Corti ur+ors. ThA rieslan Is Pn ed only Irrmr. x:cr. r: ras f:,ow. r. rnC a :a C^ i:: ^ ar c' ^.ril .Ir Corr vartlColly. AppllCub• ilily of design ourrynefer5 tmri prOLi�el n¢:nrporcl�un o` C thus^.7 '0 7e is l9rollr_d OnO Iryo,7Eld °uprrnrf Of Ind"iJunl wet, frit-1ho + Only. Amitiona cern On"DO:'n� 5:'5'x':" )'N Df f'--?Ni:u Cpl-ra.•..,. rrr tr�'S: drsi�aur arOChr2 #iOwn IS for kilrlrul mcing of IhO Ovefoll sirtrr;fvre IS thf• nz, y pofory CBSi r`M:r� �r•.r•r y .y'�� ..�„„-G Ma1n.r.:lOn i5 a• cay- y wtn AddUlond Ufnl npnent UOnslblllt of the buildin ..'C:'�lolli' Cf'?'c fir:. bri divijii, consult onT Be 0jailly Slurdald. DSA•g9 Ofacin S. r b !aMeC':O:.::I;C!ry CCr;:ni; ftrr.OGe. rjFaivr;ry. wreciloli tirk'1 50.9 D'onolrire U .7eCCiCe•Ipn. Cnd li Z 9l ::Cn,,"I^y InSiCii:1_ :�nC fl:Cvi � i1:,CC'^.ato:x'r..:•On Cva:L•:hlw frO.'n truss Pbiw InSrnufb. u1El KySJ(�'Q. C7+ive. MtX9i•;nn, WI;i;1719. 8d WdTT :90 EOOE 90 •a2W : 'UN XU -d : WOad 18 OF 76 STRUCTURAL SYSTEMS Title: ALMQUIST RESIDENCE Job # 2221 Claremont Road Dsgnr: tk/Gates Poore Date: 6:42PM, 6 MAR 02 Description : Prefabricated 2 story wood framed & log/stone sided Carmichael, CA 95608 home, slab on grade, metal roof Tel (916) 488-7654 Scope : Provide structural engineering analysis for design. Fax (916) 483-0171 Rev: 510300 User: KW -0601009, Ver 5.1.3. 22 -Jun -1999, Win32 Page 1 General Timber Beam (c)1983-99 ENERCALC c:\ec\almquist2story.ecw:Calculations Description main (2nd story) headers over doors & windows that support trusses (3C -Am # General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2-2x8 Center Span 7.00 ft .....Lu 0.00 ft Beam Width 3.000 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 7.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Bm Wt. Added to Loads Fb Base Allow 900.0 psi Load Dur. Factor 1.250 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi Point Loads Dead Load 262.0 lbs 262.0 lbs 262.0 lbs 262.0 lbs lbs lbs lbs Live Load 448.0 lbs 448.0 lbs 448.0 lbs 448.0 lbs lbs lbs lbs ...distance 0.750 ft 2.750 ft 4.750 ft 6.750 ft 0.000 ft 0.000 ft 0.000 ft Summary Beam Design OK Span= 7.00ft, Beam Width = 3.000in x Depth = 7.25in, Ends are Pin -Pin Max Stress Ratio 0894 : 1 Maximum Moment 2.2 k -ft Maximum Shear * 1.5 2.3 k Allowable 3.0 k -ft Allowable 2.6 k Max. Positive Moment 2.23 k -ft at 2.772 ft Shear: @ Left 1.34 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 1.54 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.073 in Max. M allow 2.96Reactions... @ Right 0.000 in fb 1,020.42 psi fv 106.20 psi Left DL 0.51 k Max 1.34 k Fb 1,350.00 psi Fv 118.75 psi Right DL 0.58 k Max 1.54k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.048 in -0.128 in Deflection 0.000 in 0.000 in ...Location 3.472 ft 3.472 ft ...Length/Dell 0.0 0.0 ...Length/Deft 1,736.5 656.83 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 Stress Calcs Bending Analysis Ck 30.585 Le 0.000 ft Sxx 26.281 in3 Area 21.750 in2 Cf 1.200 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 2.23 k -ft 19.87 in3 1,350.00 psi @ Left Support 0.00 k -ft 0.00 in3 1,350.00 psi @ Right Support 0.00 k -ft 0.00 in3 1,350.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.01 k 2.31 k Area Required 16.889 in2 19.452 in2 Fv: Allowable 118.75 psi 118.75 psi Bearing @ Supports Max. Left Reaction 1.34 k Bearing Length Req'd 0.713 in Max. Right Reaction 1.54 k Bearing Length Req'd 0.821 in `Query Values r M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 1.34 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in / 7.00 FT j �� —_------'----------- -�-----'----- ---'—'--- - —� �\` mw^x~o.zo*p-r ow^x~fz1una/w nw^x~1.a3rx nw^x~1oseK vw^x@usrr= 1.337 K vw^x@nr= 1.539x , » BEAM #2 - 9 112" I -JOIST @ 16" o.c. / ITJ-BeamT"' v5.55 Serial Number: 700106117 9.5 TJI®/PrOTM-120TS JOIST @ 16.0" o/c BEAMUSA 1001 3/21/02 9:45:14 AM Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension = 16' �I 11 I "121 2' -- - -- -- -14' -- - --- ------ OPERATOR ---- LOADS: Product Diagram is Conceptual. Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(psf): 53 Live at 100% duration; 10 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Roof(1.25) 427 284 0 Adds to SUPPORTS: MAXIMUM DESIGN INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Plate 5.50" 5.5" 1147 / 453 / 1600 1 9.5" Detail E1 TJI® Blocking Panel 2 2x4 Plate 3.50" 2.25" 494/44/538 1 9.5" Detail A3 1.25" LSL Rim - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): E1, A3. - CAUTION: Required bearing length(s) exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End supports, 3.5". Intermediate supports, 3.5" with web stiffeners and 5.25" without web stiffeners. DESIGN CONTROLS: - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL:U240). Additional checks follow. - Left overhang(LL: 0.2", TL:2U240). - Deflection analysis is based on composite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. - Left overhang may require bottom chord bracing. PROJECT INFORMATION Almquist Residence - Yankee Hill OPERATOR INFORMATION: Structural Systems Jules Tjen 2221 Claremont Road Carmichael, CA 95608 916-488-7654 916-483-0171 Copyright O 2000 by Trus Joist, a Weyerhaeuser Business. Pro-, TJ -Pro T'" and TJ-eeamT" are trademarks of Trus Joist . TJI® is a registered trademark of Trus Joist . MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 898 879 1400 Passed(63%) Lt. Overhang under Roof loading Reaction(lb) 521 521 1120 Passed(46%) Bearing 2 under Floor ALTERNATE span loading Moment(ft-Ib) 1794 1613 2673 Passed(60%) MID Span 1 under Floor ALTERNATE span loading Live Defl.(in) 0.336 0.339 Passed(L/484) MID Span 1 under Roof ALTERNATE span loading Total Defl.(in) 0.172 0.223 Passed(2L/311) Lt. Overhang under Roof ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL:U240). Additional checks follow. - Left overhang(LL: 0.2", TL:2U240). - Deflection analysis is based on composite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. - Left overhang may require bottom chord bracing. PROJECT INFORMATION Almquist Residence - Yankee Hill OPERATOR INFORMATION: Structural Systems Jules Tjen 2221 Claremont Road Carmichael, CA 95608 916-488-7654 916-483-0171 Copyright O 2000 by Trus Joist, a Weyerhaeuser Business. Pro-, TJ -Pro T'" and TJ-eeamT" are trademarks of Trus Joist . TJI® is a registered trademark of Trus Joist . 21 of 36 BEAM #2a - 9 1/2" I -JOIST @ 16" o.c. - in dorrway - no end load TJ-BeamT" v5.55 Serial Number: 700106117 9.5" TJI@/ProTnn-120TS JOIST @ 16.0" o/c V/ BEAMUSA 1001 3/21/02 10:51:41 AM Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension = 16' E 7_1 �1 12 2' – - _ —_ 14'._ - --- - - LOADS: Product Diagram is Conceptual. Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(psf): 53 Live at 100% duration; 10 Dead; 0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Plate 5.50" 5.5" 650 / 123 / 772 1 9.5" Detail E1 TJI® Blocking Panel 2 2x4 Plate 3.50" 2.25" 494/91/585 1 9.5" Detail A3 1.25" LSL Rim - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): E1, A3. - CAUTION: Required bearing length(s) exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End supports, 3.5". Intermediate supports, 3.5" with web stiffeners and 5.25" without web stiffeners. DESIGN CONTROLS: - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL:U240). Additional checks follow. - Left overhang(LL: 0.2", TL:2L/240). - Deflection analysis is based on composite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 28" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION Almquist Residence - Yankee Hill OPERATOR INFORMATION: Structural Systems Jules Tjen 2221 Claremont Road Carmichael, CA 95608 916-488-7654 916-483-0171 Copyright m 2000 by Trus Joist, a Weyerhaeuser Business. ProT"', TJ -Pro T" and TJ-BeamT- are trademarks of Trus Joist. TJI® is a registered trademark of Trus Joist . MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 585 560 1120 Passed(50%) Rt. end Span 1 under Floor ALTERNATE span loading Reaction(lb) 567 567 1120 Passed(51 %) Bearing 2 under Floor ALTERNATE span loading Moment(ft-Ib) 1915 1915 2673 Passed(72%) MID Span 1 under Floor ALTERNATE span loading Live Defl.(in) 0.336 0.339 Passed(L/484) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.396 0.678 Passed(L/411) MID Span 1 under Floor ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL:U240). Additional checks follow. - Left overhang(LL: 0.2", TL:2L/240). - Deflection analysis is based on composite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 28" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION Almquist Residence - Yankee Hill OPERATOR INFORMATION: Structural Systems Jules Tjen 2221 Claremont Road Carmichael, CA 95608 916-488-7654 916-483-0171 Copyright m 2000 by Trus Joist, a Weyerhaeuser Business. ProT"', TJ -Pro T" and TJ-BeamT- are trademarks of Trus Joist. TJI® is a registered trademark of Trus Joist . Title = ALMO U 1 � T RESIDENCE Job # Date: 6:22PM, 12 MAR 02 L7sgnr: tk/Gates Poore Oescription = P s--efabricated 2 story wood framed &log/stone sided lS home, slab on grade, metal roof P rovide structural engineering analysis for design. Scope - - - Page 1 -v i rube r Beam c:\ec\alm uist2sto .ecw:Calculations .t999. Win32 a ach end of 1st floor we fioocbeam - BEP are designed to " - 1997 NDS and 1997 UBC Requirements -- --- - - - Calculations - 14- _ OO ft Center Span Z .....Lu Lu 0.00 ft 0.00 ft -OOft ►tion Cantilever ft Lu 0.00 ft pr11m g•5x935p0!n R�ghtCantilever ,e 00 in 2,400.0 psi g'S F b Base Allow 1X5.0 psi n rr= v Allow 625.0 psi ape Loads 1.250 F c Allow 1 , a 00.0 ksi Ided to pin Pin E F actor p00 �f - --- - ---- - - - _ 35 d F fixity - :nsity _ -- --�-- - = 413-00 #/ft X_oads 31 -00Pfit LL 413-=0 #/ft #/ft Unlfprrn pL 31 .0 0 #: /ft LL DL * DL Beam Design OK antilever Ganttlever x Depth - g•5in, Ends ire Pin -Pin Mary - 2 p6ft Seam w O S3� 3:510in Maxim >`Im Shear 1.5 6.9 k oft Le{tCant 14 1 _ O k-ft All owable Pan- tto �1ax StressMoment 't 3.2 k-ft Shear: 7.032 ft @ Left 3.23 k @ Right 3.16 k at p4 k-fes 0.000 ft 11. at Mart AijoWabie Camber: @Left 0.045 in in _o.oB positive MMoment Ao. _0 90 K- a @Center 0.107 @ Right 0.000 in ort 0 Do K- Max. t4e9eft SuPP Reactions... 0.36 k Max 4.13 k Max @ ht Support 13.16 Left DL Max @ Rrg IN '145.68 Psi Right DL 0.27 k Max 3.16 k Max M a11ow si Fv 206.25 psi 251572Psi ib 3 pp0 p0 P Fb Total Load Left Canti lever... Dead Load Total Load �- 0.383 in 0.030 in Deflee-tion ns Dead Load _p.864 in Leri th/Defl p icy ft 9 1,596.3 125.2 .tieCtl0 7.032 Center SPan' 7.032 il< 194.35 Right Can-�tilever... 0.0 in 0.000 in Deflection 2,353.8 Deflec a--rgth/Deft 0.tion .0 0 �_0 Location ...Le= LengthlDefl _ --- - _ - - 52.646 in3 Area 33.250 int - Cales So $tress O _ Ooo ft 0.000 CI Allowable fb Anal 1g g65 Le O _000 Sxx Re 'd Sending CK 1 (Ao Rb Max Moment 44.15 in3 3,000.00 psi 3,000.00 psi C1 -I1 .04 k-ft 3.62 in3 0.90 l(-ft 0.00 in3 3,000.00 psi @ `en4ft Supp°t O .00 k-o Right Support @ ft ft k @@ SuPQ° @Left Supe Right .97 4.84 k 22.974 int An sie Shear aiys1, 22-485 int 206.25 psi Pee%Req Ved 206.25 Psi Bearing Lengt tri Req'd 1.890 in Fv. A11oval 4.13 k Bearing Lengt TA--i Req'd 1.444 in Supports gearing @ eactton N1aX R 9K Reaction Shear Deflection Moment Vallle'e Locations 0.00 ft Query k-ft 3.23 k 0.0000 in 0.00 k 0.0000 in t M V, 6 D @Specified 0.00 Location = 0.00 ft O,gO k-ft 3.23 k 0.0000 in an @Center a ocatton = 0.00 ft Cant. = 0ght ocation r,teft CantLo. 23 OF36 444..00#/Fr444.00#/FT 11111 111111111 IIIIIIIIIII 1111111111 444,0044/FT ; I ; ' ; 444.00#/FT 2.00 FT MMAX @ LEFT = -0.90 K -FT RMAX = 4.133 K VMAX @ LEFT = 3.229 K DEFL @ LEFT END = -0.3833 IN 14.00 FT MMAX = 1 1.03 K -FT DMAX = -0.8644 IN RMAX = 3.156 K VMAX @ RT = 3.158 K STRUCTURAL SYSTEMS 2221 Claremont Road Carmichael, CA 95608 Tel (916) 488-7654 Fax (916) 483-0171 Rev: 510300 User: KW -0601009. Ver 5.1.3, 22•Jun-1999, Win32 aa.00 FNF Rr:41 C. Title: ALMQUIST RESIDENCE Job # '-f Dsgnr: tk/Gates Poore Date: 4:10PM, 14 MAR 0 Description : Prefabricated 2 story wood framed & log/stone sided home, slab on grade, metal roof Scope : Provide structural engineering analysis for design. Page 1 General Timber Beam c:\ec\almquist2story.ecw:Calculations ®wl Description DECK BEAMS #4a - 7'span & 7"oc General Information Section Name 4x10 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Gull I nnnh Ilnifnrm Loads Calculations are designed to 1997 NDS and 1997 UBC Requirements Center DL 74.00 #/ft LL 370.00 #/ft Left Cantilever DL 74.00 #/ft LL 370.00 #/ft Right Cantilever DL 74.00 #/ft LL 370.00 #/ft Summary Center Span 7.00 ft .....Lu 0.00 ft 3.500 in Left Cantilever 1.33ft .....Lu 0.00 ft 9.250 in Right Cantilever 1.33ft .....Lu 0.00 ft Sawn Douglas Fir - Larch, No.2 Maximum Shear ` 1.5 Fb Base Allow 900.0 psi 1.000 Fv Allow 95.0 psi Pin -Pin Fc Allcw 625.0 psi 35.000 pcf E 1,600.0 ksi Center DL 74.00 #/ft LL 370.00 #/ft Left Cantilever DL 74.00 #/ft LL 370.00 #/ft Right Cantilever DL 74.00 #/ft LL 370.00 #/ft Summary Dead Load Total Load Deflection Beam Design OK Span= 7.00ft, Left Cant= 1.33ft, Right Cant= 1.33ft, Beam Width = 3.500in x Depth = 9.25in, Ends are Pin -Pin 3.519 ft Max Stress Ratio 0.794 : 1 Maximum Shear ` 1.5 2.4 k Maximum Moment 0.40 k -ft 2.7 k -ft 4.5 k -ft Allowable @ Left Support 3.1 k Allowable Max. Positive Moment 2.69 k -ft at 3.519 ft Shear: @ Left @Right 1.63 k 1.63 k Max. Negative Moment -0.07 k -ft at 0.000 ft 2.23 k 0.008 in Max @ Left Support -0.40 k -ft Bearing Length Req'd Camber: @ Left @ Center 0.015 in Max @ Right Support -0.40 k -ft @ Right 0.008 in Max. M allow 4.49 Reactions... k fb 647.92 psi fv 75.45 psi Left DL 0.40 k Max 2.23 2.23k Fb 1,080.00 psi Fv 95.00 psi Right DL 0.40 k Max Deflections ^ T..l..1 1 ....r4 Center Span... Dead Load Total Load Deflection -0.010 in -0.064 in ...Location 3.519 ft 3.519 ft ...Length/Deft 8,494.0 1,312.44 Stress Calcs Bending Analysis Ck 34.195 Le Cf 1.200 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = LCIL---- Deflection 0.005 in ...Length/Deft 5,880.3 Right Cantilever... 0.0000 in Deflection 0.005 in ...Length/Deft 5,985.5 0.000 ft Sxx 49.911 in3 Area 32.375 int 0.000 CI 0.000 0.0000 in Max Moment Sxx Req'd Allowable fb 2.69 k -ft 29.94 in3 1,080.00 psi 0.40 k -ft 4.46 in3 1,080.00 psi 0.40 k -ft 4.46 in3 1,080.00 psi @ Left Support @ Right Support 2.44 k 2.44 k 25.713 int 25.713 in2 95.00 psi 95.00 psi 2.23 k Bearing Length Req'd 1.020 in 2.23 k Bearing Length Req'd 1.020 in 0.038 in 848.3 0.037 in 862.0 Moment Shear Deflection 0.00 ft -0.40 k -ft 1.58 k 0.0000 in 0.00 ft -0.40 k -ft 1.58 k 0.0000 in 0.00 ft -0.40 k -ft 1.58 k 0.0000 in 2,rvF36 444.00 #t/r-r 444.00 #/Fr j 't j 1 T1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 t 1 1 1 1 1 11 ' 444.00;0./Fr ; ; 1 1 ^V I 444.00 # / rT 444.0044/Fr !I ` 444,0041FT Iliitei A 1.33 FT 7.00 Fr I 1.33 Fr MMAX = 2.69 K•FT DMAX = -0.0640 IN MMAX @ RIGHT = -0.40 K -Fr MMAX @ LEFT = -0.40 K -FT RMAX = 2.230 K IRMAX = 2.230 K VMAX @ LEFT = 1.628 K 17EFL @ RIGHT END = -0.037 1 IN DEFT- @ LEFT END = -0.0377 IN 24� STRUCTURAL SYSTEMS Title: ALMQUIST RESIDENCE Job # r 3 6 2221 Claremont Road Dsgnr: tk/Gates Poore Date: 4:22PM, 14 MAR 02 Description : Prefabricated 2 story wood framed & log/stone sided Carmichael, CA 95608 home, slab on grade, metal roof Tel (916) 488-7654 Scope : Provide structural engineering analysis for design. Fax (916) 483-0171 Rev: 510300- Page 1 User: KW.0601009. Ver 5.1.3. 22 -Jun -1999. Win32 General Timber Beam c:\ec\alm uist2sto .ecw:Calculations (c) 1983.99 ENERCALC Description DECK BEAM #4b - 9.333' span - worst case is assume no continuity over post IGeneral Information Section Name 400 0.00 k -ft Beam Width 3.500 in Beam Depth 9.250 in Member Type Sawn Bm Wt. Added to Loads Load Dur. Factor 1.000 Beam End Fixity Pin -Pin Wood Density 35.000pcf Full Lengh Uniform Loads Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E 9.33 ft .....Lu 0.00 ft ft .....Lu 0.00 ft ft .....Lu 0.00 ft 900.0 psi 95.0 psi 625.0 psi 1,600.0 ksi Center DL 37.80 #/ft LL 190.80 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Span= 9.33ft, Beam Width = 3.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.573 : 1 Maximum Moment 2.6 k -ft Maximum Shear ` 1.E Allowable 4.5 k -ft Allowable 2 57 k ft at 4 666 ft Shear: Max. Positive Moment Max. Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support 0.00 k -ft 0.000 in Camber: Max @ Right Support 0.00 k -ft @ Center Max. M allow 4.49 1,080.00 psi Reactions... fb 619.02 psi fv 51.13 psi Left DL 0.21 k Fb 1,080.00 psi' Fv 95.00 psi Right DL 0.21 k Deflections Shear Analysis @ Left Support Center Span... Dead Load Total Load Left Cantilever... Deflection -0.021 in -0.109 in Deflection ...Location 4.666 ft 4.666 ft ...Length/Defl ...Length/Deft 5,305.9 1,024.72 Right Cantilever... Bearing @ Supports Max. Left Reaction Deflection Bearing Length Req'd 0.504 in ...Length/Deft 1.10 k Bearing Length Req'd 0.504 in @ Left @ Right @ Left @ Center @ Right Max Max Beam Design OK 1.7 k 3.1 k 1.10 k 1.10 k 0.000 in 0.032 in 0.000 in 1.10 k 1.10k 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Bending Analysis Ck 34.195 Le 0.000 ft Sxx 49.911 in3 Area 32.375 int Cf 1.200 Rb 0.000 Max Moment CI 0.000 Sxx Read Allowable fb @ Center 2.57 k -ft 28.61 in3 1,080.00 psi @ Left Support 0.00 k -ft 0.00 in3 1,080.00 psi @ Right Support 0.00 k -ft 0.00 in3 1,080.00.psi Shear Analysis @ Left Support @ Right Support Design Shear 1.66 k 1.66 k Area Required 17.423 int 17.423 int Fv: Allowable 95.00 psi 95.00 psi Bearing @ Supports Max. Left Reaction 1.10 k Bearing Length Req'd 0.504 in Max. Right Reaction 1.10 k Bearing Length Req'd 0.504 in Query Values - M, V, & D ;Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 1.10 k 0.00 k 0.0000 in 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft -ft 0 r,36 228.60#/FT !!1111111!11►II!(!!IIIITI J 1-11-1I!I i i 1228.60#SFT T►ITTyTTT�rrr�r� T� 1 9.33 FT MMAX = 2.57 K -FT DMAX = -0. 1 092 IN RMAX = 1. 103 K RMAX = 1. 103 K VMAX @ LEFT = 1. 103 K VMAX @ R -f = 1. 103 K ' Title : ALMQUIST RESIDENCE Job # 2 OF, STRUCTURAL SYSTEMS Dsgnr: tk/Gates Poore Date: 4:30PM, 14 MAR 02 2221 Claremont Road Description : Prefabricated 2 story wood framed & log/stone sided ' Carmichael, CA 95608 home, slab on grade, metal roof Tel (916) 488-7654 Scope: Provide structural engineering analysis for design. Fax (916) 483-0171 - Page 1 Rev: 510300 Us r: KW -0601009, Ver 5.1.3, 22 -Jun -1999, Win32 Timber Column Design c:\ec\alm uist2sto .ecw:Calculations (Description DECK COLUMN - loads from beam calcs Calculations are designed to 1997 NDS and 1997 UBC Requirements General Information 8.08 ft Le XX for Axial 0.00 ft Wood Section 4x4 Total Column Height 1.25 Le YY for Axial 0.00 ft Rectangular Column Load Duration Factor 1,300.00 psi Lu XX for Bending 0.00 ft Column Depth 3.50 in Fc 850.00 psi Width 3.50 in Fb E - Elastic Modulus 1,300 ksi Sawn Hem Fir, No.2 Loads -_ " Dead Load Live Load Short Term Load 400.00 lbs 1,830.00 lbs 0.00 lbs Axial Load Eccentricity 1.500in Column OK Summary Using : 4x4, Width= 3.50in, Depth= 3.50in, Total Column Ht= 8 08ft + ST DL + LL DL 182.04 psi p 182.04 psi 32.65 psi fc :Compression 1,495.00 psi 1,868.75 psi 1,868.75 psi Fc: Allowable fbx : Flexural 468.10 psi p 468.10 psi 83.97 psi 1,593.75 psi F'bx: Allowable 1,275.00 psi 1,593.75 psi Interaction Value 0.3820 -------- 0.3032 0.0530 -----.— --• -- - - - _---- Stress Details ---------- Fc : X -X 1,495.00 psi Max k*Lu / d 50.00 18.98 Fc: Y -Y 1,495.00 psi Actual k*Lu/d Min. Allow k*Lu / d 11.00 F'c : Allowable 1,495.00 psi Cf:Bending 1.500Rb F'c:Allow "Load Dur Factor 1,868.75 psi : Led / b12) ^.5 1.000 F'bx 1,275.00 psi Cf : Axial 1.150 F'bx * Load Duration Factor 1,593.75 psi Axial X -X k Lu / d 0.00 Axial Y -Y k Lu / d 0.00 2v Dr- A. T'i 14 vo- w rootingilSoil Frictio = 0.350 Wind on Stem = 15.0 psf Soil height to ignore for passive pressure = 0.00 in Surcharge Loads Surcharge Over Heel = STRUCTURAL SYSTEMS Title : Job ALMOUIST Q�i ...New... Dsgnr: tk/Gates Date: MAR 4�{ �� / 50.0 psf 2221 Claremont Road Factored Pressure Description.... 1,343 psf Carmichael, CA 95608 Total Bearing Loa = stem wall -No soils report provided. Redesign to ...resultant ecc. = Tel: (916) 488-7654 Soil Pressure @ To = 840 psf OK Soil Pressure @ Hee = 551 psf OK Fax: (916) 483-0171 1,000 psf Soil Pressure Less Than Allowable RetainPro V5.0.3 (c) 1989-98 Retain Pro ACI Factored @ Toe = Cantilevered Retaining Wall Design ACI Factored @ Heel = 1,343 psf � I Soil Data Footing Shear @ Hee = Footing Strengths,8 Dimensions Criteria 85.0 psi Allow Soil Bearing = 1_,00�0.0Lsf. ✓ fc = 2,500 psi Fy = 1.60 OK Retained Height 3.83 n Equivalent Fluid Pressure Metff Min. As % = 0.0018 Wall height above soil = 0.50 ft Heel Active Pressure = 35.0 psf/ft Toe Width = 1.00 ft Slope Behind Wal = 0.00: 1 Toe Active Pressure = 5.0 psf/ft Heel Width 0.67 Height of Soil over Toe = 0.00 in Passive Pressure 100.0 psf/ft 0.3 ft Total Footing Widt = 1'.67 Soil Density = 110.00 pcf Water height over heel Footing Thickness - 12.00 in rootingilSoil Frictio = 0.350 Wind on Stem = 15.0 psf Soil height to ignore for passive pressure = 0.00 in Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 50.0 psf Used for Sliding & Overturning Factored Pressure ( Design Summary 1,343 psf Mu': Upward = Total Bearing Loa = 1,959 lbs ...resultant ecc. = 0.69 in Soil Pressure @ To = 840 psf OK Soil Pressure @ Hee = 551 psf OK Allowable = 1,000 psf Soil Pressure Less Than Allowable Allow 1 -Way Shear =85.00 ACI Factored @ Toe = 2,045 psf ACI Factored @ Heel = 1,343 psf Footing Shear @ To = 4.9 psi OK Footing Shear @ Hee = 1.0 psi OK Allowable = 85.0 psi Wall Stability Ratios Overturning = 1.60 OK Sliding = 1.07 Ratio Sliding Calcs Slab Resists All Sliding ! Lateral Sliding Forc = 474.7 lbs Lateral Load Applied to Stem Lateral Load = 60.0 #/ft ...Height to To = 4.25 ft ...Height to Botto = 3.75 ft Stem Construction Design height ft= Wall Material Above "Ht" _ Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data - fb/FB + fa/Fa Total Force @ Section lbs Moment.... Actual ft-# Moment..... Allowable ft-# Shear..... Actual psi Shear..... Allowable psi < 1.5! Footing Design Results 0.00 in , 0.00 in Toe Heel Factored Pressure 2;045. 1,343 psf Mu': Upward = 952 19 ft-# mu': Downward = 140 43 ft-# Mu: Design = 812 24 ft-# Actual 1 -Way Shear = 4.87. 0.96 psi Allow 1 -Way Shear =85.00 85.00 psi Toe Reinforcing = # 4 @ 18.00 in Heel Reinforcing = # 4 @ 18.00 in Key Reinforcing # 4 @ 36.00 in Bar Embed ABOVE Ht. in Bar Embed BELOW Ht. in Wall Weight psf Rebar Depth 'd' in Masonry Data ----- fm psi = Fs psi = Solid Grouting _ Special Inspection = Modular Ration' Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Normal Weight Concrete Data -- --- - -- fc psi = 2,500.0 2,000.0 Fy psi = 60,000.0 60,000.0 Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in .I _Axial Load Applied to Stem Axial Dead Load = 350.0 lbs Axial Live Load = 800.0 lbs Axial Load Eccentricity = 0.0 in Top stem _ 2nd Stem OK Stem OK 1.50 0.00 Concrete Concrete 6.00 6.00 # 4 # 4 18.00 18.00 Edge Edge 0.117 0.335 225.7 503.1 286.4 814.7 2,455.6 2,432.0 - 4.4 9.9 85.0 76.0 = 12.00 12.00 12.00 6.00 75.0 75.0 - 4.25 4.25 Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S " Fr Heel: Not req'd, Mu < SFr Key: No key defined STRUCTURALSYSTEMS 2221 Claremont Road Carmichael, CA 95608 Tel : (916) 488-7654 _' N Fax : (916) 483-0171 Title ALMQUIST R 3 Job New... Dsgnr: tk/Gates Date: M 13 00 Description.... stem wall -No soils report provided. Redesign to Cantilevered Retaining Wall Design RetainPro V5.0.3 (c) 1989-9b Keiain rru Summary of Overturning & Resisting Forces & Moments 0.50 25.0 .....OVERTURNING..... 325.0 .....RESISTING..... Force Distance Moment 406.2 Force Distance Moment lbs ft ft-# Item lbs ft ft-# 208.2 Key Weigh = Heel Active Pressure = 442.0 1.52 672.4 Soil Over Hee = 70.0 1.58 110.8 Toe Active Pressure = -2.5 0.33 -0.8 Sloped Soil Over Hee = R.M. Surcharge Over Toe = -2.3 0.50 -1.1 Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = 30.0 5.00 150.0 Axial Dead Load on Ste = 350.0 1.25 437.5 i nad as Stem Above Soi = 7.5 5.08 38.1 Soil Over To = Total = 474.7 O.T.M. = 858.5 Resisting/Overturning Ratio 1.60 Vertical Loads used for Soil Pressure = 1,958.8 lbs Vertical component of active pressure used for soil pressure Surcharge Over Toe = 50.0 0.50 25.0 Stem Weight(s = 325.0 1.25 406.2 Earth @ Stem Transition = Footing Weigh = 249.9 0.83 208.2 Key Weigh = Vert. Componen = 113.9 1.67 189.8 Total = 1,158.8 lbs R.M. 1,377.5 SLIDING RESTRAINT 6.IN CONC W/ #4 @ 1 $.IN O/C 6.IN CONC W/ #,e TF4(9) 1 F3. IN @TOE I i C�ESIGNER SELECT #4@ 1 $.IN /1. ALL HORIZ. REINF. 1 ►� @ HEEL SEE APPENDIX A i 2--10" '4" 3„ V-6-' 3" 0. I 3'-1 O" 4'-4" i SLIDING RESTRAINT 60.PsFMWM 50. PSF DL= 350., LL= 350.#, ECC= O.IN i PP= 105.79# 442.# Pl 1 PSF 839.69PSF i 3oF3� / ,i' ./tc STRUCTURAL SYSTEMS �F36 K Title • ALMretnw 2221 Claremont Road Job ...New... Dsgnr: tk/Gates Date. MAR 13,2002 Carmichael, CA 95608 Description.... Tel : (916) 488-7654 Retaining wall -No soils report provided. Redesign Fax : (916) 483-0171 Cantilevered Retaining Wall Design RetainPro V5.0.3 (c) 1989-98 Retain Pro Criteria - -- -- -` Retained Height = 1,000.0 psf Wall height above soil = 0.50 ft Slope Behind Wal = 0.00 : 1 Height of Soil over Toe = 4.00 in Soil Density = 110.00 pcf Wind on Stem = 15.0 psf Design Summary Total Bearing Loa = 1,404 lbs ...resultant ecc. = 3.22 in Soil Pressure @ To = 924 psf OK Allow Soil Bearing = 1,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 5.0 psf/ft Passive Pressure = 100.0 psf/ft Water height over heel = 0.3 ft FootingIlSoil Frictio = 0.350 Soil height to ignore Allowable for passive pressure = 4.00 in Soil Pressure @ To = 924 psf OK Soil Pressure @ Hee = 200 psf OK Allowable = 1,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,166 psf ACI Factored @ Heel = 252 psf Footing Shear @ To = 4.3 psi OK Footing Shear @ Hee = 5.9 psi OK Allowable = 85.0 psi Wall Stability Ratios Cover @ Top = 3 00 in Overturning = 2.47 OK Sliding = 1.52 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Forc = 534.0 lbs less 100% Passive Force= - 328.1 lbs less 100% Friction Force= - 491.6 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Footing Design Results 2,4 Toe Heel Factored Pressure = 1,166 252 psf Mu': Upward = 792 97 ft-# Mu': Downward = 204 424 ft-# Mu: Design = 588 327 ft-# Actual 1 -Way Shear = 4.28 5.90 psi Stem Construction ` Top s Design height ft = Stem Wall Material Above "Ht" = Con Thickness = = -2.-50 Rebar Size = # Rebar Spacing = 1 Rebar Placed at = Cover @ Top = 3 00 in Design Data ---------- RESISTING..... fb/FB + fa/Fa = Force Total Force @ Section lbs = 2 Moment.... Actual ft-# = 2 Moment..... Allowable ft-# = 2,4 Shear..... Actual psi = 759.6 Shear..... Allowable psi = Bar Embed ABOVE Ht. in = 12 Bar Embed BELOW Ht. in = 12 Wall Weight psf= Adjacent Footing Load = Rebar Depth 'd' in = Masonry Data - ------ Axial Dead Load on Ste = -- - fm psi = Load @ Stem Above Soi = 7.5 5.58 Fs psi = Solid Grouting = = Surcharge Over Toe _ Special Inspection = 28.6 Modular Ratio 'n' _ 362.5 Short Term Factor = Resisting/Overturning Ratio Equiv. Solid Thick. _ Masonry Block Type = Normal Weight Concrete Data--�_-__--- 1.25 468.7 fc psi = 2,5 Fy psi = 60 0 Se Footing trngths -&- Dn imensios -� fc = 2,500 psi Fy = 60,000 psi Min. As % = 0.0018 Toe Width = 1.25 ft Heel Width = 1.25 Total Footing Widt = -2.-50 Footing Thickness = 12.00 in Key Width = 8.00 in Key Depth = 15.00 in Key Distance from Toe = 1.02 ft Cover @ Top = 3 00 in @ Btm = 3 00 in _ 2nd OK Stem OK 1.50 0.00 trete Concrete 6.00 6.00 4 # 4 8.00 18.00 Edge Edge 0.108 0.356 --- ' -_ -_- 51.5 573.1 64.8 865.3 55.6 2,432.0 4.9 11.2 85.0 76.0 .00 12.00 .00 6.00 75.0 75.0 4.25 4.25 00.0 2,000.0 - - 00.0 60 000 0 Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = # 4 @ 18.00 in Other Acceptable Sizes & Spacings Heel Reinforcing = # 4 @ 18.00 in Toe: Not req'd, Mu < S " Fr Heel: Not req'd, Mu < S " Fr Key Reinforcing = # 4 @ 36.00 in Key: #4@ 22.25 in, #5@ 34.50 in, #6@ 48.25 in, #7@ 48.25 in, Summary of Overturning & Resisting Forces & Moments ' .....OVERTURNING..... Force Distance Moment RESISTING..... Item lbs ft ft-## Force Distance Moment - - - - -- - - - - - lbs ft ft-# Heel Active Pressure = 531.0 1.69 898.6 Soil Over Hee = 357.5 2.13 759.6 Toe Active Pressure = -4.4 0.44 -2.0 Sloped Soil Over Hee = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Ste = 0.00 Load @ Stem Above Soi = 7.5 5.58 41.9 Soil Over To = Surcharge Over Toe _ 45.8 0.63 28.6 Total = 534.0 O.T.M. = Stem Weight(s 938.5 Earth @ Stem Transition _ 362.5 1.50 543.7 Resisting/Overturning Ratio 2.47 Footing Weigh = Vertical Loads used for Soil Pressure = 1,404.5 lbs Key Weigh = 375.0 125.0 1.25 468.7 Vert. Componen 1.35 169.3 = Vertical component of active pressure used for soil pressure 138.7 - - - 2.50 346.8 Total = 11404.5 lbs R.M. 2,316.8 4" 6.IN CONC W/ #4 @ 1 SAN O/C 6AN CONC W/ #4 #4@1 BAN (-aTOE DESIGNER SELECT #4@ leAM HORIZ. REINF. @ HEEL SEE APPENDIX A 1/4"1 9 3, V-3" V-3-- 2'-6" V-6" 3" 3" for 6" 15 3 $W1 6 PP= 328.13# P199.55PSF 924.05PSF B ' M :N IL F I' L dI S�2i.-✓c.- 5 'Ln" Ji r� ti 6 ^``z 50' 'FYPICAL 10 4.7 5 5 No r To 1 op. 79 7 �- j�` 102.59 106 J, 1 U i 2..!'8 3 10- 16 102.7 109:00 4-6 93.13 g� �ounD 100 TO En mentalealt 100. 8 Ig 12 1 �3 ;' ;: 85.96 �f % 5.25' / % j / 8 - 9-5 - 7.9� . / 78.3 5.27 - ...... - 57 3 5 328.7 APPROVED 2 �` Butte Countyeatth 9.! `.' ���-7 Hvi n�r�nr� ntal 7 8. -110.0 A K _ - \ ,p72 �re... - 28 i� 29 73 15 Plot Plan Attached ONLY SE Floor Plan Atj4ched j Sant to I T0: Building Department FROM: Environmental Health SU JECT• Sanitation) Clearance df'I t- � 1 m0 )- )' o,1, n 111 1 -,e---, 5S K Owner Location AP# Plan Approved for: Sewage Disposa Water Supply: Public Private Well Clearance for dwelling. Other . i Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist ' Date Tel 1 I c pi's Zctt� y �-r y to f •' t',3l`Ct^h �Y •y "' ~;1 .i':a. t � � i . y m• � y ; � r:C p�r*� r � >^ ^' ,•4'� '� {�1»'e��-+f-•/ "� ;+. .i 4� 1 Via•'r fo AUG O 3 '001 3;1 1; , O v'• . ! r . -.-�' _ - .i., -'ter w..�-•',':r` ..�t `7� •.".`�.'ftJ.''' ... '`fid , t z i. • i. vt Y •�' z \. * ^" d / t Kms- r-� ,c :-_ 7c ,r�•. �L y,7. IN rr j �' �`j1. '.�; AWI..'F1YNi11 ice. f- t t' 1 F,k�. I! �3: c .qr�3,. � �SY .� � .. •. �. .'. .�, ..� /• SA a <; - r�, r. �.' � ice+ I�.�" f ! ,.Lair r , iM,.!' a: e t f } p?� I7:. } I!c /` . • �, %,°' 4..+W�: �• ' .S•. i- 1p - �'�i;:�'�'`Y N. 'i'on�4i-�.T•• ..a ` `�! T,•i:. il IRAI- !OH P"� ."° - 24, r . r y QU „.i3�.`�.. man �:h �'qi�r) 9' �. '� t � sir ''�•. "'�''. � - mil�•'^�,,i..,. •y►y.�' r w ...... •.. - _ K' 1 Cly Ldp. 1 RM039 EnvirortentafH The O11 Lower Floor: 945 sq. ft: . 1stFloor. tn 1';034sq:ft: TotalLiving' 1,979sq.ft.:: Garage: :y 576sq.ft.. 7 Coungj t,enterutive r� �roville,Ca ' • I M -11M IF 1. LN . . . . . . . . . . MW W IM zzzz� _hall is I� //.lei%��/�/�/�/�//�.rivo-.uzviuiuriid//ii/mv.. ///////////ae� ....�...... < "ILI gel irk, ro vQ5 i � _ •'v'••c Ri3'i v" - •' � �1/�!I��•it %r�Q.��'�'�' •••�.� j%'fill) .. nl��.11l��• if i327TTAO. B C C�Gr SGAr.f -,ri_& m,NK Flec,� �r _ c,Q 6-A 4-,!) G-fi: $ten �.✓c. si •>� 6 �^ 104.75 50' '1'1`1'1CAL 10P.79 �, NST 'r6 7 102.59 • 106•... - ; � �� 5 10 7 81 P 102,/8 3 �3 i 10 102.7 / 16 }1 109`00��; 93.13 5 100. TO 0 j. 7,17 1 17 12 5.25 (� '�� / �" 85.96 00 6 - - 21 X38.1...1`.TO� / XVS 2�1 / ;87.9 - __ 25 78.3 5.27 / APPROVED - - - -- ;53' .6 Butte County- .... - -."O: OAK/-- vin�n ental Health ('9' . 5 7 3 0:0A+�-.r - ;r32 4:80 "q� 8. 80 i t re 2 '0.0AK79,"097 -. 78.2'0T 27 O.OAK ' 72 31 _ P_. _. _..... _ ' 28 73.-13 29 73.15 RESIDENTIAL 058-580-024 PERMIT#96-2297 ,. ALMQUEST, Eric- Dark Canyon Rd., Oroville Cont: Advanced Energy Const. New Pri Det Garage — �(7�°�/' !" 9 w t i f L i JOB FINALED (Date) �3 Signature V=OK O = Not OK = Not Applicable =Not Ready MOBILE HOMES z MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES lana OK except #'s 1. Zo 'ng Requirements -Setbacks -Easements L-IrFoobngs; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /Vft. / /Nat. or/ /"L tt./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Dat (/ Card B-1 Date Card B-1 (, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demanda/ahe-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances S. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits;Insp.Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 z MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES lana OK except #'s 1. Zo 'ng Requirements -Setbacks -Easements L-IrFoobngs; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Card B-1 Date Card B-1 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. ils-AnchorsStuds-Rftrs-Trusses iding; Nailing -Veneer -Stucco -Mesh 10. Roof; Sh oofing ] 1 ; Steps -Doors -Landings Date Dat (/ Card B-1 Date Card B-1 (, Card B-1 Date Card B-1 Date POOLS (Plans) O except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/6 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning-Setbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd.-/ P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ N Ftg. Depth RESIDENT(Siifgle & Duplex) 4. Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date 46. Card B-1 Date Card 6-1 Date 47. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 54. Stairs; Width -Headroom -Rise -Run -landing -Fire Protection Date 55. Card B-1 Date Card B-1 Date 56. Card B-1 Date Card B-1 Date 57. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI Date 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Date 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral 0 Yes 0 No Date 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 66. Bedroom Exiting Date 67. Card B-1 Date Card B-1 Date 68. Card B-1 Date Card B-1 Date 69. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection Date 77. Card B-1 Date Card B-1 Date 78. Card B-1 Date Card B-1 Date 79. FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Pullin-roff Brac: Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill HgL & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpahel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Insdd./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT 05 DFVjELOPMENT SERVICES - BUILDIN (VISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 8-7541 PERMIT NO. APPLICATION AND PERMIT AssV!fflPAp rtJ BV24 ZDNIFR-40 UILDING PERMIT owt!kkZISC�ALMQUEST TELEPHONE SO. FT. OCC. BUILDING VALUATION 12,960 'T)'1"1u7ff 2IDGE, ORANGEVALE CA 95662 cD VA1Vl:t;ll HllENERGY CONST NE TE877 0 � —8282 cONiR�CJO�A "KH ffT.' RIDGE ROAD, OROVILLE 95966 Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation $ 12,960 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 144.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 93.60 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS DARK CANYON ROAD OROVILLE PERMITFEE $ 257.60 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK Xg New ❑X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑' Describe Work: NEW DETACHED GARAGE Mobile Home S G W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 Main Service000v OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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 full force and effect. a License Class Lic. No. Z OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Coltractors 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 NEW CONST. DWELLING OCCUP. \ OR ADDNS. ( 8 ACC. BIDS. / SO. 3.5¢ FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ( POWER APPARATUS ) 8 SINGLE OUTLET US Ex. Occup. ( OUTLET OR FD(TURES ) 20 Q 1.00 SAL @ .50 EX. Occup. (OUFIXED A TLETS (PLNS. OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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. I 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. n My workers' pensation insurancer and policy number are: Carrier ):Fu. i ��3 1. V0 V� Policy Number A 7241 110 Q P,.. a (The above sections n�r_ot b comple i t e permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to workers' Ipensation laws of California, and agree that if I should become subject to the rs' compe tirovisions of section 3700 of the Labor Co, I shall ith c ywithThis X � Date 1�'� plicant - ❑ 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. MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE 257.60 HA2. 1 D. FEES IM FLOOD CDF P PD HD permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have BY PERMITEXPIRESON applicable provisions Resolutions to do work been paid. / //Dat r�� `Q � / 7 (Date) Receipt No. 206462/113.60/t/ "7d WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPE OR OOLoc , ❑-Aea —ANT COUNTYOF BUTTE - DEPARTMENT6,nKOPMENTSERVICES - BYWING DIVISION " if 'YOWNER 7 COUNTY CENTER DRIVE - PERMIT APPLI Proposed Building Use FORD IA 95965 - TELEPHO716) 538-7541 "101 DATA SHEET Building Inspector A. P. No. .D Date A A,t time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. '-- 6.' Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... r- ` 9. Mobilehome�a�� pnd©rrnufacturer's installation instructions, 2 sets. .......... �C"10. Fees of $ ! 7 `t t . .............. . �1-�1. Impact fees as shown on attached schedule. . X12. California Department of Forestry plan approval fee . ....... %� lood elevation letter (100 year flood) by Californ ngineer. 14. Sanitation and plot plan approval I' 0 Health Department. ............ . 15. City of Chico plumbing permit . ......................................... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking:.. , 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . st 20. Pre -inspection for P`Bu"�ng Inspector " required. .. to Building �nsPeaor (Date) 21. Contractor's license information. (No., Name Style, Classification). ......... . 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner ; Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . ................. . 25. Letter of signature authorization......................................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . ......................:.................. . 29. Documentation of legal access . ..... ................. :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 31 t Existing violations/expired permits . ...................................... . 32. Plan check list . ................................................ -... . 33. 34 ` When y u issue t.B�d�it ra s as follows: MaiJ.to we r. Mail to contractor. Telephond5 � / nd hold for pickup at office. Deliver with inspector. Other Parcel Creation 3- Acreage Applicant a e Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date - Copy of plans sent Health Dept. Fire Dept. Other Date - By The following data must be submitted prior permit issuance: (Circle new item not checked above). 1. Index permit for above items No. I, 42. Additional items required: °tContra�ctor, designer, owner, wails advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was ,sed of above required data by _ phone _ m Co ter by _ Date Plans checked by Date 16 � �-�L Plans approved by 1 DateIQ 10 '!S - . Sets of plans on h Id in File cabinet AP folder Copy - Department of Public Works J TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY LIM Aftc, W Floor Plan Atbchad Scut to B.D. /O — /C-\ /0 rVI n,i) i �-f- ZpLn,�C-a VI W nn 02� O ner Locate n AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance forroom —mob—de—ho—me. then Hold final for: Final clearance O.K. for: NOTE: �)A A 11� _ / Environmental Health Specialist Date • e i . CDF FIRE SAFE REQUIREMENTS 16 - 2-2-9 7 kj< USS f FAle- PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [xj 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance .must be provide for by the land owner. Driveway Standards '] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [� 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [}() 1. No roadway shall have a horizontal inside radius of I curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. If) 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [\kl 1273.05 Turnarounds. If required, will have a minimum turning I radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 0 1 feet long with a minimum 25 foot taper on each end. } 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3- , ✓c��S��2 Y' �% - 2�—c7 % �vn Q u GST L AP # PERMIT # NAME [V1 1273.10 Turnouts. Driveways exceeding 150 feet in length, but '\ less than.800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�] 1. All parcels 1 acre and larger shall provide a mini - parcels 30 foot setback for buildings and accessory buildings from il] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local.jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit.. Page 2 of 3 _67 s'7-Z� AP # —2-2-17 PERMIT PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves �'S7- ,G -/G t NAME [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 r,...... - • LANDDEVELOPMENT BUILDING / ENVIR0NMENTAL`HEALTH1,- PERMIT CLEARANCE Building Permit No. OWNERS `� _ A.P. —.4 NAME:�� i NUMBER: �O PRINT LAST NAME FST - COUNTY ZONING DESIGNATION: FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPR VAL: �h1SeSJow PARCEL CREATION BY DEEDS OR MAP 4 1-1+ _ 7-:t / 95 j DEED INFORMATION: 40 A{ Pru: 74 DATE OF CREATION: /95 3 DEED REFERENCE: . LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMM ENTS/CON DITIONS: MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. Ieachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13.0 . btain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Ptwydng Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21 22. 23. 24 25 26. LD 7/96 CAVVP51 TORMS.K\BLDGPERM.CLR AI41N31Nd013A30 dNVI Kinn in t! 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